|
M mmmmmmmm--
<br />WAXIMUM &S.D.
<br />OU-PIOT,
<br />M.W.
<br />-- NeWer.
<br />I
<br />I
<br />I APP-ECnONS - TO -1
<br />,,U,,m-z,
<br />*-LASS
<br />ConTION
<br />.66.0, -75.3
<br />70* OR U35
<br />2 II/Ir
<br />I _ .
<br />I 1'. 2'. 3'. 1-W
<br />1
<br />2W k 3'*
<br />I
<br />.08.0. -7&3
<br />70, OR LESS
<br />2 7/3,
<br />1 - -
<br />I I. .1 - I
<br />"2W 4' S.S. M.S. 4, WINCIAP AT OVERLAP 0 4011 OF PANEL LENGTH
<br />, =,'r& OF PNMO,
<br />0 ITY4 11 Ill 1111IF-11IL-4111,11111111 .1, 3-� �r�. � 11111;i3t:�-1111 �; TIC71 I!'L,wr.rKAWYl-W-: ��.i*-I;i,,",1-11'�l�Ely��:411;'J'W�l�'�-!:�-�:
<br />-,
<br />w1J.TC'�,W�-":!A,:I -- - 1vW-:":-�:;AImw-;. - #fflm�
<br />!W�. . 1, �-, 1111111111111113
<br />MAXIMUM
<br />A,S.O. DESIGN
<br />MAXIMUM ANCHORS SPACING FOR E. 0. - 3 1/2' -
<br />APPUCAkE 70
<br />SECTION$ 0 a
<br />ANY COMBINATION
<br />- -
<br />MAXIMUM PANE.
<br />LDOTH 11 (I")
<br />PRESSURE
<br />1003
<br />(P.S.f.)
<br />TAIRCONS
<br />cMX-
<br />omomam MEMAILE 0
<br />PAMELMATT RRUA
<br />To CONCRETE
<br />TO CONCRETE
<br />we
<br />To CONCRETE
<br />m CONCRETE
<br />lux*
<br />To CONCRETE
<br />70 CONCRETE
<br />10 CONCRETE
<br />TO CONCRETE
<br />BLOCK
<br />12'
<br />N/A
<br />12'
<br />N/A _
<br />12'
<br />N/A
<br />I
<br />12'
<br />N/A
<br />V At 2- (TOP)
<br />li,
<br />3.*
<br />lor
<br />3'
<br />5"
<br />4.
<br />5'
<br />4'
<br />V (BOTTOM)
<br />SERIES 2000 +
<br />12'
<br />3'
<br />12-
<br />5-
<br />8'
<br />S'
<br />8-
<br />r
<br />I su�gs =)
<br />I
<br />_
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2'
<br />11,
<br />- -
<br />2- (BOTTOM)
<br />+56.0. -75.3
<br />7'
<br />-
<br />N/A
<br />a 1/2-
<br />N/A
<br />4 1/2"
<br />N/A
<br />4 1/2*
<br />N/A
<br />_
<br />3' (TOP)
<br />70 LESS
<br />W
<br />N/A _
<br />_ 12*
<br />_ __
<br />N/A
<br />1_ I
<br />9 1/2-
<br />N/A
<br />9 1/2-
<br />-
<br />N/A
<br />3- (BOTTOM)
<br />12'
<br />NIA
<br />12'
<br />N/A
<br />4' (TOP)
<br />12'
<br />_
<br />6'
<br />12*
<br />IT'
<br />-
<br />. --
<br />4 (..)�
<br />*LIMITED TO 66.0 R.I. &S.D. DESIGN PRESSURE RAW.
<br />A SEE SW 26 FOR ANCHORS TYPE A SPACING FOR IMSTALLATIONS INTO WOOD
<br />rwlw
<br />MILD1140.
<br />� ANCHOR SP"M 00 MMM EDGE DISTANCE AN INDICATED ON INS
<br />SCHEDULE. FOR LO. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING
<br />By wAyfty#4 SPACING SHOWN ON SCHEDULE By THE FOLLOWING FACTORS, FDA
<br />THIS OPOWROM TO K POW� REDUCIC) SPACNIG OBTAINED USING FACTOR SMALL
<br />MITI K LESS THAN MINIMUM WRONG INDOXTED FOR CAW ANCHOR TYPE AT
<br />ANCHORS LEGEND.
<br />AIIOHDN TIME
<br />1/4'.
<br />-
<br />1 1/4'.
<br />jlg�
<br />1 114'.
<br />-
<br />iva�
<br />-- t/41. -
<br />`WNRM
<br />I FME 0
<br />PLUS
<br />Call- I
<br />Re, mcman � 00
<br />3
<br />3
<br />3
<br />2 I/2 1
<br />R, -
<br />3
<br />3
<br />3
<br />3
<br />0=
<br />i = "01) 0.)
<br />-
<br />3
<br />3,/2
<br />3,/2
<br />.
<br />am Lik OOK mmm
<br />� �
<br />.
<br />-
<br />, 'Ir
<br />.36
<br />-
<br />-
<br />-
<br />2 'Ir
<br />-
<br />I -
<br />I -
<br />in
<br />r ::1
<br />In
<br />AM
<br />i 3 ,jr
<br />-
<br />I Im,
<br />I -1
<br />Im ,
<br />Fvt-,�
<br />+ REQUIRES M.. DISTANCE BETWEEN BOTTOM OF PANEL ! -- -
<br />AND (D TO K. t1r i 1/2
<br />kul --I Mo.
<br />F�-�
<br />++ REOUM AN. DISTANCE BETWEEN BOTTOM OF PANEL
<br />AND Q TO W-- 3/18" 3/16
<br />v M..
<br />FLORIDA BUILDING CODE
<br />GULAR. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-l')
<br />-- - - - ------ - - -15.12V MAL WWM) - ---- - � --- - - - - 2.187- -
<br />(Iff"C"N' "I ) - f T250' - "50'- S". = Im
<br />- -- - - -12�500` DIN - --- . ---I= - .193' 1/4 " 9
<br />, '
<br />� -!w - - - - . ,/4. (TYP1 - - - - - - � F .374!.- .125" _ To ANGLE 0 4 1/4-
<br />,- "m. _IGO- , - . on 0 12 lIr O.c,
<br />,w 1,
<br />jio' :
<br />500'1;�- --l-350' - - I .- - 13 1 SO" - I , - 1, (MY K REVERSED)
<br />: 1. ".�KJO
<br />- - - - I - - I, I
<br />� - I , , I--- -- �: - I -
<br />. Z../, i 3.375' DWI I I i1o'. F
<br />, C!, I.',
<br />*- h -,.- I - +
<br />;. I a'
<br />7741
<br />I HEMMED GALVANIZED SIM 094'
<br />7 "q�
<br />EDGE TYR 1 2.000' .054' - , "" -ACT
<br />i
<br />wm� ;7 2.125- 1 I.-
<br />EDGE I -t -�j
<br />!--1.5oI A25` -
<br />j
<br />.0114'
<br />- DETAIL A AV - - ---------------- --- I _ A !I* --TTYP-) " )
<br />_
<br />(j) STORM PANEL I - I
<br />"35wo - 1,350- DETAIL A - 2.000"- -
<br />PANELS PAUL K INSTALLED ALWAYS - - 2.3117* - -
<br />FROM LEFT M ObOff W/ 1/2' LEG
<br />(�) "He HEADER (�) -F- TRACK (�) AMU WITH STUD
<br />At DID AT LEFT SIDE OF PANEL
<br />�. TV. TOP EDGE 0.024- (1A,.)
<br />FWAIELIS DO UP . I , - 11 or `� GALVANIZED STEEL
<br />.375' -
<br />R/ AIDUMED ED" *o.os* I ' I - PANEL .rl r '
<br />�Tlw
<br />�
<br />-- � � - I :t3r, * 270' I ' I , �,
<br />,
<br />,-.
<br />I ,�- I - i �, O-A
<br />I- Im" �6256' 0.375 , , .2w,f
<br />� "O. - -- , I 407' I - , - i r, -I
<br />, ME250 R. .Z. -- . I . - I .1
<br />mwz� -, . -1 .827W ".
<br />*
<br />- 2-59" - I .
<br />I � - - , Ag OR (!�
<br />-
<br />- 2.250" - . . ISOMETIRIC VIEW DETAIL A I - � I !?OO- -.270-PRINE, r. �
<br />I . I 33" VITT' I �,
<br />8.251
<br />�
<br />I 250'l ROUNDED CORNER 0 ENDS OF PARNEL'S f - W .085' - .
<br />-A END UP W/ HEMMED EDGE. , . -1 2i:
<br />-2378- - (N.T.5) �3751
<br />------- - TVIR. BOTTOM AUM-1
<br />I
<br />2.500' I -- EDGE OF PANEL
<br />: .091, OW (�) MY HOIX WAVER JU -.750- -
<br />3�7w, OYP.) .7511' 3105-HI54 ALUM. ALLOY (�) ----
<br />.072' -0,1 I - I
<br />2.124 - .... . SEE SHEET 6 FOR ADDITIONAL
<br />.750" - UWTAIM IF SLEIEVIE LDIGIN IS I r.
<br />_ ___, 091. 125" 1 ONLY WULD FOR DWALLAY04 INTO
<br />1 I
<br />- --- - - ' 4 .- - .000 SIRUCTUM.
<br />I _ 2 I'la" f R 131'
<br />-I (�) St FEa
<br />1,250' .375' MAX, LENGTH
<br />�0
<br />I -Z!� - -! I -2.000' - - 2.000' �125" 2.030 . A - 3.750'
<br />LL- cr-.),
<br />- - 2.54B, - - t..Il a'-
<br />-1 I Lj I
<br />�
<br />1.050 250,
<br />.750'
<br />I
<br />G ..
<br />"U" ��)T
<br />I ,
<br />HUDER -- A - -- I" MIN. TO 5' Mo.. - - -
<br />(�)
<br />- 2.ODO -
<br />i
<br />(9 SLEEK I - MA)L
<br />LENGTH " @ ANGLE MR, 'J' 71tkCK g PANEL HANGER
<br />" 0
<br />'!'�
<br />.�4' - 3.wO* 31541:- - 6001-TO AUOY
<br />(I I Z4- WIDO
<br />� -a-, .I. '4 (USE ONLY FOR E-Z HANG STORM PANEL
<br />- J!��,�;
<br />�
<br />�-- L-- Isi ...
<br />L
<br />- -j .052* O�F, .
<br />I '� --- '� SYSTEM) W53-TS ALUM. ALLOY
<br />. '. .275' MIN. 1.
<br />
<br />irm, -� ------ I I - i 7 -C f : No. 44167 - FLORI BUILDING CODE (
<br />'n*-7'�
<br />671* ,,�. 167 '-. I Non High Velocity Hurrtcons Zone)
<br />1. - I � -�
<br />I - I So
<br />2 *
<br />2.000" -
<br />I "�R
<br />.i�.
<br />1j.i
<br />EL
<br />. MIN! 0 o - ** TRY F.P.
<br />I. , 123" i;� I-.. Re - ,
<br />V' 12.1- .
<br />I ---
<br />i t - --- I- ,--! - 24 GAGE GALVANIZED STEEL STORM PANEL ONARN ft
<br />On' 1.20, � t +Owl- I ,
<br />_ - - ;�
<br />CTYP-) t-- �, ..
<br />'I
<br />it
<br />.4. -- SEE SECTIONS - -
<br />- .2W* ( - - ... -
<br />- 2.00O`- -
<br />11LIEC0.7 w/n/mme
<br />L, I_- A, ON GLOBAL PRMCTION PRODUCTS. UJC. .r-.
<br />1-��-,- 0
<br />- L- � ". 51 STREET
<br />.20W TILLRY -j RAR
<br />WA-- . IMME, R. SUII.
<br />- (TWIT), 20-`175
<br />I, M.1 -
<br />(@ BUILD -OUT *F' (B BUILD -OUT "E" TRACK g & (po WASHERED WINGNUT , ��11, a" --. - Me --�,f "HIRME, (wnww-mml. I,- CARIANG -
<br />P,L SrAL/9640UW�'DM J -- i - i .1
<br />TUCK ANGLE (ZAMAC 3 ALLOY) MCFER . Tug .� Ix
<br />FIRM . I F09 - I I OW 2 OF 10
<br />I
<br />CONCRETE ANCHORS
<br />(SEE SOWDLU ow
<br />SHEETS 9 THROUGH 10)
<br />,
<br />=.Nr EPOU
<br />. Iff
<br />:
<br />I
<br />Epsi.
<br />.
<br />v IF -
<br />I
<br />I, SEPARATION
<br />11 ( TO GLASS,
<br />I SEE SCHEDULE
<br />1. ON SHEET 3)
<br />1
<br />- q)
<br />:
<br />I
<br />IT
<br />EXISTING 11 "I I �
<br />. POURED. . , I . - ,
<br />CONCRETE \1 "I I I ,.. "� �,�
<br />1.11
<br />REOUVRED
<br />�M _ I 1/4'
<br />- -T mu� I
<br />ll'fta�o
<br />..
<br />==aLn
<br />'L, m...
<br />I
<br />PANEL LENGTH
<br />(SEE SCHEDULE
<br />ON SHEET 3)
<br />-
<br />SOX
<br />OF 'L'
<br />MAX!
<br />1@
<br />I 2 1/2- OLC,
<br />. -1 I I
<br />CONCRETE ANCHORS MmKI
<br />(SEE SCHEDULE ON - -- E-D� - -
<br />SHEETS 9 THROUGH 10)
<br />ALTERNATE CONCRETE
<br />ANCHORS LOCATION
<br />-(SEE SCHEDULE ON
<br />EXISTING POURED CONCRETE SHEETS 9 THROUGH 10)
<br />OR CONCRETE BLOCK �
<br />REQUIRED. I TERNATE LEG
<br />-I'-
<br />��/�
<br />� -
<br />- - "
<br />@ - . -
<br />-
<br />. -41.1' HER � MUN)
<br />�
<br />I .1 �
<br />9LLM 11. 3cmm OR
<br />"t'SINI, - - W/ NUT
<br />CONCRETE ANCHORS -
<br />& 12 11r TLC
<br />(SEE SCHEDULE ON .
<br />'Ir
<br /> - -- ---I
<br />SHEETS 9 THROUGH 10) I
<br />E D. .
<br />I
<br />. ..
<br />' "'� '
<br />'�
<br />ED ��/// //
<br />.
<br />I
<br />I
<br />,_ffi,
<br />,;Z�
<br />J_
<br />a !
<br />V, /
<br />/ _
<br />�, '��/'
<br />r � � / _ /
<br />� -T
<br />A ,
<br />��
<br />I "I , � ,
<br />" /
<br />. ,
<br />Zj
<br />a
<br />i
<br />�
<br />-1 " (SEE SO4EDULE
<br />TO GLASS. I
<br />ON . :
<br />�. -
<br />^a�o
<br />I SHEET 3) IRV - "
<br />AT -
<br />'I, M
<br />f I
<br />= M:ar-�n PANEL LENGTH
<br />I i
<br />(SEE SCHEOME
<br />%=T� i
<br />L--
<br />- -1 ON SHEET 3)
<br />j
<br />--- --_
<br />r--- - -- Y- - - -11
<br />-
<br />" '�
<br />f (j) OF I .
<br />`,��'/'
<br />i
<br />I
<br />VAX.
<br />x"
<br />ED :�/";
<br />I
<br />I I
<br />I
<br />t � ;
<br />,/r
<br />-1.
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON .
<br />Of WALL OR SLAB SHEETS 9 THROUGH 10)
<br />CONDITION)
<br />BUILD -OUT M011RITING
<br />SECTION 5
<br />SCALE 3/8-1* SCALE 3/8-1-
<br />/
<br />E
<br />= *
<br />Co. , EDGE DWANCE NOTE FOR COMBINATION OF SEMM: s -
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINOS CAN BE
<br />SHEETS 9 III I 0) COMBINED IN ANY WAY TO SUIT ANY I "",
<br />INSTALLATION.
<br />- IV '0.
<br />�1-1-
<br />9
<br />POURED CONCRETE
<br />RETE BLOCK
<br />lo. 44167 ',
<br />* : *
<br />.
<br />STATE 01��EE)'�
<br />,
<br />"'tORID --w ,
<br />. ........ �� 11
<br />DUSTING POU11ED CONCRET9 ,
<br />OR CONCRETE BLOCK
<br />REQUIRED. VN
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON NIZ
<br />SHEETS 9 THROUGH TOY/,,
<br />ED
<br />I
<br />Co. '��
<br />�
<br />�
<br />Ron.
<br />SEPARATION
<br />TO GLASS.
<br />(SEE SCHEDULE
<br />ON SHEET 3)
<br />It
<br />� � =-R, --- -
<br />/-
<br />/ = .
<br />�,
<br />,
<br />1�1
<br />CONCRETE ANCHORS
<br />CHEDULE - ��,M
<br />SHEETS 9 THROUGH C) I
<br />EX57M POURED CONCRETE .
<br />OR CONCRETE BLOCK
<br />REOURIED.
<br />4)
<br />'/4�
<br />7�� -J$AX.
<br />,----
<br />:
<br />- I
<br />:
<br />[
<br />'C M
<br />PANEL LENGTH
<br />:
<br />(SEE SCHEDULE
<br />:
<br />- (a)
<br />I
<br />yom,jRz�
<br />: zz-B�o
<br />ON SHEETS
<br />IT a- ,a x
<br />,
<br />I . .
<br />-
<br />�, purnmAms.
<br />I Unam, RIVER 11-C
<br />I I I - - I
<br />I
<br />WE
<br />OF "L
<br />4d -- - M"I 1
<br />- - *2 1/8- LONG VAX. AL UM
<br />SPACERS 0 L= . O.C* VAUD FOR
<br />ALL DESIGN AND Pi�E
<br />LENGTHS PER SHEET 3.
<br />-4�� �; MAX. LONG ALUMINUM SPACERS 0
<br />1/2- O.C. (SEE TABLE #1 ON
<br />SHEETS 9 A 10.)
<br />WALL MOUNTING
<br />/DIRU
<br />ZM W LVAM (9) OR
<br />SCAUE 3/8-l'
<br />-6
<br />FLORI BUILDIING CODE (Non High Velocity Hu Icarms Zone)
<br />ROXIIII 'ILTECO. -
<br />24 GAGE GALVANIZED STEEL STORM PAM
<br />Fill
<br />DOM*` In'
<br />PROIE PRwmTs, LLC.
<br />07/"/N"
<br />LIEC 0 Inc. \GLOBAL
<br />NOT` $..� 5 svrau
<br />ONAL Fl. '11314
<br />�414, M4)0�754& FAR, W)M-M7
<br />W�.
<br />-&54-0�-
<br />A.-
<br />I -
<br />20-175
<br />ch� -
<br />-.1 - I - m.! - I --
<br />,A�711
<br />I I - --
<br />, I
<br />- -
<br />- I - 1.1
<br />= III �41 J`7E
<br />INSTALLATION DETAILS FOR SERIES 2000 A 1 000 E-Z HANG STORM PANEL(!)
<br />INTQ EXISTING WOOD STRUCTURES
<br />- ,11-- 'I.-
<br />, - 1 1/4-0 LAC SCREWS 0 6- OC, W/ � I . It
<br />I
<br />- I �t , .- � 1 1/2* Rl� THREADED PENETRATION I - I
<br />, ,/4-* LAG SCREWS 6 6' cc_ w/ I " ,To EXsnMc WOOD HEADER r . =� 2%4' ROOD
<br />��- ,---, i REQUIRED LAG SCREWS 4 v ox w/
<br />. V4*#
<br />,�. � A
<br />I I i/2' W, THREADED PENETRATION 12:L i 2 "I CA O. EDGE 1/2' Ml� THREADED PENETRATION
<br />., i I I
<br />� - , 6 _m EXISTING I'Doc M[Am� � I �
<br />j P 11 - I
<br />/ - I - i I 1 j ---@ ,� #,..I, 5MS� I ` "I �i I I WOOD
<br />,
<br />r I 6 E. END OF I -- I ..
<br />I I -1§1- I /� To INC "-
<br />I I I I �� I � I --- oc�. 0,.,- sMs I . , 46T .= 0 I , t -- - e'V.,A.`C� m.s
<br />I � I , ) a E. END a, Q) x .1 1� T a�l " - , - , 1 "
<br />C � "7
<br />"
<br />", I I h , -/--�. ".
<br />-am . , �, , '
<br />LAG scREWS a V a c W/ I 1 4 C�.
<br />f Re ,
<br />I i � '� , "g - -ml § , sii
<br />,- . I I I i - 1 1
<br />'
<br />I
<br />�
<br />1�1
<br />"�
<br />W. THREADED PENETRATION '""
<br />,v"r
<br />I f Xl�%Inl*,/TR SS ,�.*.
<br />" . , I i ., , U END OF E)
<br />" T 1/2
<br />� 70 EX L
<br />/ .Y.3/ '. ,
<br />g , 32 ISTING RKXID HEADER p
<br />T'i t-1T
<br />- _,. .
<br />; ,r (SEE DETAIL 1/24 & . - ! s
<br />, , I RANG NUT & MICAVIN .1
<br />�
<br />, - , T I
<br />� , L NOTE IA MO.) I
<br />(Typ i
<br />I � - I -) *."'E""'
<br />,j . r; .. ,su DETAIL 1/24 &
<br />" . 1 3/16' RA- Pop RNrT C-t - , I L I!
<br />. 5 - I R, MAXIMUM OF EVERY 0 #'RRI I IA
<br />I - I I I T-� I.-
<br />Il EOL END OF 0 16 11
<br />I!
<br />1
<br />: OW11" . 9 (to ) I I i
<br />� i
<br />"On K�Dvl � -- . 7 c---
<br />I
<br />III
<br />- --r- -
<br />- - . (SEE DETAIL 1/21 4.
<br />REQUIRED I -r-rT , i
<br />. I
<br />-- - 9 1 01 g T mm - ;. KID.)l i
<br />I
<br />,-I HEAD "to LORD :
<br />..
<br />9 ; -
<br />I _2 olls' IN, : g .1 y4'20.3/4' 5 -
<br />I . .
<br />7 9/,a' la, SEPARATION - I z . I/ so" *' - - .
<br />I f OR I
<br />- SEPARATION - IQ CLASS, ,R... TR -- IV
<br />: RR -
<br />I ;--/---/
<br />ING .P2
<br />I I/!: --'�- :
<br />To GLASS. M, � NG 12* O�C
<br />I 5
<br />-
<br />,I C',,,AF - - 9 - 2 71. MR,
<br />: i 5
<br />I -�. 0/2 �-e SE`ARAT-oN-
<br />I
<br />.§ (-""
<br />�' � ,I I - TO GLASS. i
<br />5
<br />11 � 1 .V=Y�' W.
<br />, -
<br />R@ i -I- �- - 9 2 s/16- - 1`�
<br />- - - - 1111*1�16p' 9 I
<br />, �j SEPARATION .
<br />- --r- , TO GLASS 1 EVERY I
<br />i
<br />A..
<br />�
<br />OIERRUAP ENsw OVERLAP
<br />0 i I 5 1 1 -- � ------ 12!
<br />I i
<br />�j
<br />.- . i i ,
<br />-- -6- -
<br />- , I : . JI -� - -- - 1 IP
<br />go. .1 , � I : j
<br />I I %. " .3 I p I 11
<br />: RR . :
<br />1
<br />I
<br />: - . e I .
<br />� tF RR � � Is : . - ;; 1
<br />11 �� I 0 . : - gg . �,
<br />,
<br />J , � , .- h , I
<br />I �� - ! I §
<br />I I
<br />N-- �
<br />. � 11 2 , .MS, 11 . 3 cmt �
<br />.!!
<br />- ii, � 32 WS' ! t I -
<br />.�� x- i��Ir=' ! : I 11
<br />. -1 1' � � �
<br />2 [ - i - * 12' a C I ,
<br />-\ ! i ! I-
<br />� 'I I �
<br />- ---i�- - - - �
<br />" I - " I
<br />. � . z) : -1 .. .. .
<br />I
<br />I
<br />s[ , 77A - " .- i-;
<br />, FEMALE 0 . " - --I
<br />I.IELMAIE ii
<br />8 .';/ "LF1/*1A.4.1".T1p1 -1
<br />4
<br />,V3 . 1,
<br />1 L.L-'='-*/ I .. - llrl - - � 2 1,
<br />.:2 Z4'#-.4* M.S,
<br />1IGr
<br />l� j�" -
<br />-,I
<br />I
<br />,6' Non IA BELOW) . PENERTAII" 12 ,/2' cc , � /70.3
<br />,132' MAIC
<br />, ! I I 8 1 .
<br />L '* - -
<br />M-Ut Sj= ll�,: .C%. . .
<br />��/4*
<br />� I 1,250
<br />-:�Cj12kr1.GURAEG ; - ' M' - I 1,
<br />TE I -- � "
<br />TH OF PLATE AT SORES 20DO --4: �
<br />-:�
<br />OR FLAT OR ON EDGE I , - 11' . - 4
<br />�- 'A .00� . g�2TW * Rl� W/ 7/5*#,,i/32'
<br />- X. -PENE -1-2 �,
<br />1.
<br />I I � 1'. cc
<br />MATCH IT RAI 1�4
<br />UN G .-
<br />""tam
<br />I=
<br />� ---- , -- ; -11 I I � � I I I "--,/.-. LAG SCREWS 4 r ot IN/
<br />IV,,, (Tu44* = 1 /4-* LAC N a 6, cc W/
<br />I I- -1 1/2' Re. IM PENETRATION 142"V. THREADED PENETRATION
<br />-r W� - (Ig44'
<br />G wF.ow, REQUIRED ALTER 2-V . * M P`An
<br />OR ON EDGE L I 11 2',, MGODFRAT
<br />%m
<br />I't'AWTOR 0. EKWe"
<br />SCALE 1/4-.1, 1 � I - 1� TATE OwoLon
<br />- I
<br />ALTERNATIVE I N , � . . � I BUIL.5��ING
<br />SCALE 1/4'�I' ,
<br />---- , . R I
<br />, 0 INTING
<br />NOTES I j ALTERPRIATIVE 4"W
<br />� - 1�1 ; , 1%,JjjWI
<br />I *wAUATRa.s ARE Ol&Y VALID FOR BUILDINGS WITH AS,D, DESIGN LOADS - , - - SCALE i/4--l-
<br />,
<br />UR TO +66D, -75,3 PAR AND PANEL'S LENGTH UP TO 5'-10* Ef �-- 7� ii I o ...... 01,1101 7"AALIERHATIVE ,Vw
<br />I
<br />* , *�
<br />Z FOR NEW WOOD FRIUAIE C . WOOD ME S To BE SOUTHERN 3t- - Irr , �i�. �J� 1. ,
<br />oNSTRUCT o "B"' - _ ', ,C 1/4*. I'
<br />PINE No Z W/ SPECIFIC DENSITY OR .55 OR EQUAL ..
<br />;�
<br />, . .
<br />_ �CEN �f�,��
<br />,L�;' I I t
<br />_ .. FLORIDA BUILDING CODE (High Velocity Hu Cone Zone)
<br />. . .
<br />. 59-11=�
<br />-:
<br />MORE L� _ . i
<br />. : No. 4 ;15T ` S RoRT,R mnm INC
<br />,
<br />-rma-
<br />F1
<br />. 20 GAGE GALVANIZED STEEL STORM PANEL
<br />SEE S2CSj, AMC REOUNM�M FOR TV � -�- I-- = 11r: I :*i ORAIM 1,
<br />I
<br />,mu C m rRAC.S
<br />OR 20%; OA§r.��.
<br />low IES INSTAIIATION WIRE ON z � . �-
<br />� S TAT OF �, ' - "'l 1:�� -
<br />_ --
<br />i -&--. - -> GLOBAL PROTECTION PRODUCTS, U.C. -'.'�'-
<br />. - _ -
<br />- 11LIEC0.114c
<br />....�'LO "
<br />ff�l
<br />MCITT . �Ii,
<br />Reat, SIR. 5 SIACTT
<br />.
<br />..... . , W,o;� "LLI'l D.1L I -
<br />. ic"o, -/ -�. 20-176
<br />== k ANCHOR LOCATION
<br />TOP (AN MR, -.--oRlRRN,..-. 'MOMIL (�)M-l�� F. ")M�79,
<br />, -�o
<br />, , � 'L oz.
<br />WAY To SUIT ANY 06TAUATM K COMBINED IN ANY I SCALE 1/1' . I' 1, L /' -- No. - (ARR -.1.1
<br />,TARRING
<br />[
<br />.= �0.06?14 M.i Mo.
<br />SMUTTER TRACRlS MGT S-OWN FOR CUARIT, PRAUAE/�`! -1m k TLUI 1,. 11, WWA m - 1 - 1 -
<br /> .. -- I I . ! . +�-�n WIN
<br />- --
<br />.
<br />vi;�:,�gmjlzlxkiefz":; - , M
<br />�TIA(CA-1:411:1.1
<br />IIIIII741 I'm cTTq,.4--wwi1 ;0
<br />MAXIMUM PANEL LENGTH
<br />"L+' OR 'L-" (ft.) 0
<br />MAXIAN A.&D.
<br />DESIGN
<br />PRESSURE RATING
<br />(P.S.I.) I. Re -)
<br />CONCRETE & WOOD
<br />INSIALLATIONIS t
<br />L+
<br />I L
<br />2aO
<br />w-01
<br />�
<br />1 12�0,_
<br />-
<br />210
<br />P2,-O,
<br />1 Ir-4, 1
<br />-
<br />JaO
<br />-
<br />I I �-#'
<br />lo'-#'
<br />n 0
<br />10'-10'
<br />10'-O'
<br />AIL 0
<br />to,- I *
<br />#,-4,
<br />.10
<br />0'-6*
<br />Il'-9,
<br />- ---
<br />Sao
<br />-
<br />sr-11
<br />-
<br />J!'",
<br />---
<br />56.0
<br />� -- ---
<br />-
<br />81-7*
<br />-
<br />I.-O.
<br />-
<br />8��
<br />-
<br />r-7'
<br />----W-0-
<br />$5.0
<br />a.-O.
<br />- --
<br />,.�'.
<br />r-.*
<br />-
<br />7;:F I
<br />-----.
<br />70.0
<br />710
<br />I.-,.
<br />-- --
<br />fi�lo'
<br />&GO
<br />7'-2-
<br />-
<br />ff'-r
<br />BIG
<br />7'-O'
<br />,;-,.
<br />90.0
<br />#�V'
<br />V-2*
<br />6*-#'
<br />6,-O,
<br />I !.%a
<br />- 6--s.
<br />I.
<br />1--z-0-
<br />i
<br />I I rs.o
<br />I
<br />I r IV 6
<br />I
<br />SINGLE PANELS (-J) RESTRAINED AT EACH
<br />END WITH TRACKS M. 114) - a k 2111 D. M..(�), (�). (
<br />C&IND"' -
<br />MAXIMU PANEL LENGTH (�)- @ IT, 9
<br />+MO "L-' (ft.) 0
<br />MAXIMUM &S.D.
<br />DESIGN
<br />PRESSURE RATING
<br />(P. 0 I+ - -)
<br />CONCRETE A WOOD
<br />INSTALLATIONS t
<br />20LO
<br />?4'-4-
<br />1 Ix-o*
<br />25.0
<br />12�10'
<br />IV-7,
<br />.10.0
<br />". .
<br />W'-7'
<br />3&0 -
<br />to'-117'
<br />a,-#*
<br />4ao
<br />1. .
<br />$'-21
<br />45.0
<br />p'-Il
<br />8,-r
<br />-
<br />Sao
<br />11�7'
<br />-
<br />f,-2,
<br />-- -- --
<br />510
<br />8,-J-
<br />-
<br />r-jR,
<br />�
<br />doo
<br />-
<br />or-ol
<br />r-s*
<br />---------
<br />WO
<br />7*-81
<br />--
<br />70.0
<br />--
<br />7'-Sl
<br />-r-r--
<br />6'-??^ 1
<br />-
<br />710
<br />-
<br />71-2*
<br />0*-8,
<br />III&O
<br />r-o*
<br />8*-S'
<br />85.0
<br />?-a.
<br />f.-3-
<br />Palo
<br />01-01
<br />61-1.
<br />950
<br />6'-7*
<br />-
<br />5--'O-
<br />-
<br />100.0
<br />S.-J.
<br />31-r
<br />6,-J*
<br />3'-4"
<br />110.0
<br />-
<br />5*-?'
<br />115.0
<br />-
<br />T
<br />Too.$
<br />---
<br />I .., I
<br />MINIMUM SEPARATION TO GLASS SCHEDULE
<br />MIRAMAR
<br />PANEL LENGTH
<br />- -----
<br />WIND SPEW 1 1710 ;;7.�
<br />-
<br />WIND SPEED R, 170 .4.1,
<br />C.)
<br />UNRESTRAINED
<br />. I RESTRA1010
<br />- ---
<br />UNRESTRAINED
<br />RESTRAINED
<br />30 OR LESS
<br />I'
<br />1.
<br />a.
<br />6 1/4-
<br />-
<br />�33 TO 90
<br />I.
<br />I .
<br />7 1/2-
<br />7 1/2-
<br />0 I 5
<br />I*
<br />I"
<br />-
<br />7 1/2'
<br />-
<br />7 /2-
<br />�O114
<br />[�o
<br />> I To a
<br />UINIUUU PANEL LENGTH (in) FOR A GIVEN MOUNTING CONDITION
<br />TOP
<br />BOTTOM
<br />DIRECT
<br />MOUNT
<br />HEADER
<br />I -
<br />. .
<br />u
<br />MEADOR
<br />l.S'XIS
<br />SIIJO
<br />ANGLE
<br />Ir
<br />TRACK
<br />BUQUo-OUT
<br />`F��
<br />OULD-aff
<br />� TACK
<br />A.,
<br />-
<br />DOW WOUINT'
<br />46'
<br />1.
<br />32'
<br />.- . ......
<br />'.
<br />'.
<br />-,=L
<br />50'
<br />50'
<br />U4
<br />I Z'XI.5' STUD ANGLE
<br />'.
<br />- -
<br />32'
<br />32'
<br />32,
<br />42'
<br />'.
<br />1.
<br />ns
<br />-r TRACK
<br />55'
<br />'.
<br />'.
<br />42'
<br />67"
<br />00'
<br />W.
<br />-
<br />RIL
<br />So.
<br />M.
<br />I K�T
<br />Se-
<br />60'
<br />'.
<br />K
<br />I
<br />.
<br />1.
<br />32*
<br />1 32,
<br />1.
<br />1 Sa"
<br />I 1.
<br />I ".
<br />.A.
<br />I
<br />+ 2/4 1/4. 3/4, 4/5, 5/5 & 6/5
<br />1W16. 2W/G. 3W/7 & 4W/7
<br />3, MAX ANCHORS (SEE SCHEDULE ON 3* Mm
<br />- I' MAN. I -- SHEETS 1. 10 &I I) - - -1 - - -- -- - --- I" MAN. -
<br />- - - -- --
<br />6 a " , 0 6
<br />� �
<br />- -
<br />! F- T -1 - --I- - t- -I - - - - - r -I - , -F- - r- T I ,- , ' r- r-i--T-r--I-7-7-r--I 4- - -- -j
<br />I I I I I I I 1 I 1 I i I t i I 1 i I I t-
<br />I
<br />� I
<br />1 , - I
<br />[ 11-1 J 1J J I - -1 1 1 I- , � I I LLLLI 11 ILL IJ I a I
<br />, , I
<br />-- I - -1 ---,/�
<br />I
<br />I
<br />H 111 If , I - - -- I 1-1 I- �4 §
<br />- --.-- I I
<br />ii
<br />I i - :1
<br />,IV- ��- I I '' I&-, - - - I - -- I -1 - �- r- - i g
<br />� BOLTED PANELS W/ -
<br />(SEE SECTIONS AS I I _S.S M'S . SOLT W/ 47 ,T�,Vmulp�
<br />APPLICABLE) , ' I 1 i (SEE SECTIONS AS AIPPLICABLE) � I
<br />I UIMIOLTED PANELS � � I r -'-' I I
<br />I I I . " - i I I I I I I
<br />I - I I � 1 � ! I � 1 ]I I I
<br />, I 1 �' , � 1 . . I
<br />I � I I I I r 9
<br />I � 1 1 i I ! I I , , I � I � � , , .
<br />! ;I I � i I I
<br />D.M..(�), - - � J ---i I i i I , - 4-1- - - - - - I - � I -�i - - I -
<br />0 -1 L 0 141 1 ,4 i-. I L4 . 4d, 9 - - ! , I
<br />@C1q4
<br />) r MIN. - ; ' 5 & 6/i " MIN'
<br />- r MAX 1-0,2/4 1/4, 3/4, 4/5, �/
<br />L*111110/6. 2W/6, 3W/7 & 4W/7
<br />- - ---- -ANCHORS (SIR SCHEDULE ON SHEETS 9. 10 &IT) -- -
<br />L (f) ELEVATION I
<br />2-687' NJ�S. /4- 11- GAP
<br />(MIN. OVERLAP -1 WHOLE WILUM :
<br />r
<br />- -----
<br />- `L'I/allc\ - 711341 11 I - I /-,Z 7BINT- /-\ii
<br />I
<br /> - I �� I - (�
<br />N.T.S.
<br />-
<br />4OTM
<br />[1) L.: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE &SD. DESIGN UOAJD�
<br />L MAX- ALLOWABLE PANEL LENGTH Poll A DRIVEN NEGATIVE A,S.D, DESIGN LOW.
<br />(2) PROCEDURE TO WONK MAXIMUM PANEL LENGTH:
<br />GMEw A POSITME A.S.O. DESIGN LORD, DETERMINE MARTIM PO4L LENGTH 'L.' FROM SCHEDULE
<br />GIVEN A NEGATIVE A.SLa DESIGN LOAD DEM'U" MAXIMUM PANEL LENGTH 'L-* FROM SCHEDULE
<br />FINAL MAXAM ALLOWABLE PANEL LENGTH 05 EQUAL TO THE ANNO OVOUNM PANEL LENGTH
<br />Kmm 'L+' AND 'L-'.
<br />13)
<br />. SEE SCHEDLIUE 9111CIN FOR MIN. PANEL LENGTH FOR POROSITY QUALIFICATION-
<br />SWAIAMG AMID WOW ARE UMITED TO t 95 P.Lf MAX A.SD. ill" PRESSURE I"
<br />I
<br />10 11 I I ICA MAI- A-S. . DOM LEADS 11 -. PANEL LENGTHS FOR I
<br />�f D
<br />.
<br />. .='=.I SPACER 64 IS USED
<br />Ill: :
<br />: -
<br />I..
<br />.44167 %. 1.
<br />* : 11 I
<br />TATE OF '�� :�f �. ,
<br />-
<br />� 1%1" INC. :
<br />-
<br />T17E C 0 �.c.
<br />�
<br />11 CAM GALVANIZED STEEL STORM PANEL
<br />I .I.
<br />GLOBAL PROTECTION PRODUCTS, U.C.1
<br />- -
<br />"`:,,�
<br />-
<br />� O�,'.-
<br />.
<br />-W��,
<br />,
<br />A4101) SIR, 51 srom
<br />IMMIL. FL.
<br />_I= ,
<br />- - . �
<br />-
<br />�?-t.-� �,-,/�/,��-
<br />MA... - AL. - ,L ...
<br />p"I 110""I-1-
<br />333,
<br />)M-7$W I- I
<br />. ,WK (M.F.M....
<br />0-1715
<br />F.
<br />.-
<br />N I
<br />�
<br />--
<br />.
<br />INSTALLABON DETAILS FOR REGULAR PANEL (1
<br />� INTO WOOD STRUCTURES . -
<br />--
<br />7- - - I - " - 117 - - 11 - --- --- T ----W- 11- - - ---...-- I -I
<br />1, , ; I I SEPMATIORI 'a)
<br />l�, I
<br />, , - -, I .,
<br />- - " � VICIOD ANCHM I I - - - i
<br />� - � 1 � r- - TO MASS. -
<br />�
<br />I , � 1 - I �
<br />I 1� :
<br />/11 � � I (SEE SCHEDULE ON ,� I i 1 20.1' : (SEE SCHEDULE IT
<br />I . SHEET I 1) I ON SHEET 3) - --
<br />- - 4) It HEART WIL'S _V��
<br />,
<br />, � - ,
<br />, 1
<br />, , - , I , -- - ,w a I/.- " 1. - - - - ! I
<br />��, !��
<br />��, --- - - __
<br />, �Vk
<br />� , - -- 4k - +- MFOR�
<br />. I I : I I I , 11 um;m 00 r-r
<br />I I I I , , p , I I ,:; -- - I *L, Mall.
<br />I I I /' I r !,I JL , ; I -I PANEL LENGTH
<br />mslh� � �- -
<br />-
<br />WOW HEADER .'. , I� (i) WOW ANCHORS 11. I r 1 I I (SEE SCHEDULE
<br />, -- ' ----
<br />REQUIRED ,�
<br />1, tSEE I ---
<br />/, . . 1 1/4* SCHEDULE ON 1 , , ;1 � I - - :�4�=- - -- --- ON SHEET le
<br />I
<br />'1� 5ME 11) 01 SPACER
<br />4 MAX. ) eiii EP :2 R I SO,
<br />,�� =11000111 0 1. 1 m
<br />pu -k:
<br />I � - SPACER _ : --T OF 1.
<br />I
<br />1 I
<br />11 1 2� 1 I I WOOD HEADER- -- I ". I ED F.- , 11 ,- LENGTH MAX.
<br />/I : I
<br />�
<br />// AR �., I REQUIRED . i� "I I
<br />/ . � ..
<br />11 I - - - - --::=-)
<br />.. ,' r , :
<br />I'/ / I I I , LL . I ; , T ED I -- - -
<br />I , 17- , I . I I'll - I
<br />, : . , . ---- i- -I
<br />I I 17 -_.@I' MAX. LONG ALUMINUM SPACERS 0 12 1/2-
<br />, � I
<br />: I D.C. (SEE TABU 11 ON SHEET I Ij
<br />11
<br />MR.. : (:D
<br />I SEPARATION I 'L* VAX. I : 1" I �, , , 11 SEE NOTE - BELOW FOR LIMITATIONS FOR
<br />'" I I i/2' LONG SLEEVES.
<br />TO GLASS-
<br />PANEL - I I I . ,
<br />- I PANEL LENGTH I : � �
<br />!-( SEE SCHIEDUIF
<br />(SEE SCHEDURUE I (SEE SCHEEKAF I , , I MATE FEMALE TO OR PANEL MATE
<br />ON SHEET 3) :
<br />ON
<br />I I ON SHEET 3) 1-1 - - I SHEET 3) -PANE1
<br />"A,
<br />I ! I PLUS (SEE SCHEOILAS ON SHEET 11)
<br />ll`A�o
<br />�
<br />", . I � i
<br />I i um., : 1: ,
<br />,I
<br />1 9' 1 Jim Fam �r-lr) i ' I - -
<br />V I Leaw EXISTING 2*x4" WOOD - - - I
<br />'" - -- I S.=
<br />I GLASS I (SEE SCRIEDULLE - PLATE REQUIRED
<br />1 - -T
<br />��,!
<br />: r ON SHEET 3) 1 DIRECT MOUNT W/ SPACER a
<br />- -, -r---L--1 I * I -
<br />I V . .I- - - a - - '*' ALTERNATIVE 2Vr
<br />1 I 1 SCALE 3/8� I"
<br />(a)
<br />: -
<br />5CRz I 1, I 1 0 12 1/2- D.C. SEE ON SHEET I I FOR MAX, PANEL LENGTHS &
<br />:1 612L�(l
<br />; of . L . .. �� .0 DESIGN LOADS FOR THIS INSTALLATION.
<br />I
<br />I I um ED . I
<br />1 0 " Ij
<br />(i�
<br />� I . I If6 I I
<br />, , � ' 0 12 1/2' OC --
<br />I -3 4* 11�
<br />, - - I I 1�
<br />E6- 1, -- �: I -.
<br />11 b . �
<br />:
<br />. , ! I �,
<br />I- ,- - -0*=p p �- I - - "'O'C'S * * am -!
<br />*-
<br />to ! i -j I STAGGERED W/ STUD
<br />�
<br />I - (SEE SCHEDULE ON SPACER RA MY BE I llr LONG ff:
<br />I-,
<br />2'.4" WOOD . . I I I 1: I SKEET I 1) (I) .6tvm� a LIMITED To A ama smaltv amm.0 MIN IT-V
<br />I *111m. MAIR MAN MXOF Milan " 6 A MNMVM FROM ANY
<br />i I
<br />I
<br />. . I Maine HMO OWAXMY POWO a" 24MT 11). !
<br />PLATE REQUIFIED ' ' �. � WOOD ANCHORS I I- MIN. sawernom TO oumm INDICATED 1 � 2'.4* WOOD
<br />� i STAGGERED W1 STUD
<br />ON Mo 3 To I/ a , f
<br />I .. - PIATE REQUIRED (2) ANCHORS OOM TOM COMPONENT IIA "a MATE FEMAILE 10 09 I
<br />!� �
<br />(SEE SCHEDULE ON too AS TNE%Lc=mow .-� PMEL RATE PLUS) MRALL RE VINCED WAMM AT 6 '/A- D.C.
<br />I I i SKET I 1) tow -um Reno I . MIN 4 A ONS"BCnOm rNOM 12 lIr oz SPACING AUDM ON
<br />. (1) VPJO" ASO on" Pfal9m $HIM #)�
<br />11 .
<br />� FARM IS +011. -ft II-1, i (3) MAX 24 GAGE PANEL LOON 6 IWO 10 W a ANY OPENING �
<br />1 -- --- 1- me 6 A msnwr4N I. LMM PANEL LENGTHS ALLOWED ON
<br />" L 11. SCHEDULE, Tow Ill. I
<br />1 12) MRXMUw SIM PANEL LENGTH 0 WALL MOUIRMNG I DIRECT MOUNT �
<br />; I
<br />V � -) 1 Iff I= WAM IRA SMALL K AS liDOM ON
<br />I ALTERNATIVE 2W C DOWN"On
<br />I
<br />WALL MOUNTING I SIM PANEL THSTALLARON 6 ONLY
<br />IS, I I/r UT MIM " Re ORLY
<br />ALTERNATIVE i R00 AN CWM WOW FRAME WA� SCALE 3/8-1- 111011301F 2 AM 314 - RY -
<br />I I .-F6 00 i
<br />-m
<br />smi 3/8-,- 1 0) INSTALLATION VALID ONLY FOR � I . E-tM WEVOW AND YNE 2m Cm 0"00 or THE FLORIDA,
<br />1 BUILDING CODE
<br />I
<br />� I- i 0 �:. !,
<br />DOM 1. I lb 3 PER AMW E i "" :�,41*� Rl�
<br />�\ i
<br />...
<br />A"Pr!"" �/,
<br />`\AEN
<br />NOTES:* �
<br />Iti%�� FLORI A BUILDING CODE (Non High Velocity Hur cons Zone)
<br />I �
<br />NOTE FOR COMBINATION OF SECTION : 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.0, z : � TRA= INC. FA
<br />DESIGN PRESSURE RAT114G (p.s. I) AND PANEL LENGTHS 2 . No. 44167 '... 1 24 GAGE GALVANIZED STEEL SYORM PANEL
<br />2 III: . - all- W.
<br />* .*1 --
<br />TOP & BOTTOM MOUN'TINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR z . Ily *
<br />" .,,.. . - "
<br />* -
<br />COMBINED IN ANY WAY TO . STATE OF��. ��-
<br />SUIT ANY ALTERNATE 2W') - . -�� 7�
<br />�;, -,,-
<br />INSTALLATION. . ; � �M �TEC 0 , , RE � GLOBAL PROTECTION PMUCM I=. DATIE,
<br />1):, . "
<br />I 2. FOR N IND 0 FRAME CONSTRUCTION: WOOD ;. IORID - RMIT &IR. 6 SIM. -
<br />EW 0 NZ, . " -- , am .,--. - CM - )�-. ,- (W)� 20-175
<br />,=- - - - - - M, - ,,K.e: I. IMME. R. SUTR
<br />Nr
<br />MEMBERS To BE SOUTHERN PINE No 2. W/ SPECIFIC -IUUAI RE' � -- mollwaft
<br />, DENSITY OF 0.55 OR EQUAL. "Jift OR�0(017111 :K-:
<br />�m 6N M.- I - -r,-
<br />I ANI'm � 110 ... P.L -
<br />I FLORKRA UR, i -107 I
<br />"
<br />I
<br />.
<br />GENEM NOTES
<br />WIN SPECIFIC GRAY"
<br />(C) 10
<br />�0�*ftl�m Az��� `�,wftuuxx,
<br />DMOUTWANIT (P ED�) HAS KEN VERIFIED FOR COMPLIANCE IN ACCCRDNNCE IE/A41FOEtign., . .1145".11 INC
<br />WITH THE 2020 (7th EDITION) Of THE FLORIDA BUILDING CODE- THIS STORM PANEL SHALL HOT BE INSTALLED AT HIGH - #14-10 PO4EWATE FEMAILE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS
<br />VELOCITY HURRICANE ZONES IMIAMI-OADIE / MMARD COUNTIES). _ 1/4 0 LAG SCREWS PER ND.S
<br />DESIGN WIND LOADS 94ALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND - 7/16'0 , 5/8' *ODD BUISKING. AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO
<br />SPEED AS REOVIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED. AND FOR A DIWCTIOMAUITY FACTOR
<br />K(I-0.55, USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (kS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAIRCON ANCHORS SHALL BE 1 1/2- AND 2- FOR ELCO PANIELMAJE PLUS
<br />3. 9 THRU 12 & 17, la, AND PAMELMALE FEMALE 10
<br />IN ORDER TO YERIRY THE ABOVE CONDITION. ULTIMATE DES" WHO LOADS DETERMINED PER ASCE 7-16 SMALL BE FIRST
<br />REDUCED TO &S.D. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.5 IN ORDER TO COMPARE THESE W/ MAX, (kS.0) C 2) MINIMUM THREADED PENEIIIIINTION OF LAC SCREW. IWO T14E WC FRAME UNIT SHAILI, BE 1 1/2-. No THREADED
<br />DESIGN PRESSURE RATINGS INDICANED ON SHEETS 3 * 9 THRU 12 AT 17, I& PENETRATION INTO STUCCO SMALL BE CONSIDETtED AS PART Of THE REQUIRED THREADED PENETRATION.
<br />IN ORDER 10 VERIFY THAT ANCHORS ON IRS RE D AS TESTED WERE NOT OVER STRESSED. A 331 INCREASE IN ALLOWABLE
<br />STRESS FOR WIND LOADS WAS 30 USED IN THEIR ANALYSIS FASTENEFts SPACING TO WOOD HAS BEEN DETERIMNED IN C.3) MMMAJM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SMALL BE AS INDICATED IN �IS DRAWING
<br />ACCORDANCE WENT NDS 2018
<br />. 5 ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS SUN VER1f`IED IN ACCORDANCE WIN SECTION IW9.1.2 OF CA) MINIMUM PENETRATION OF WOOD BLISHING SKAL BE 5/8- 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM
<br />T14E ABOVE MENTIONED CODE AS PER AMERICAN TEST LAO OF SOUTH FLORIDA ROPORMS 1WI4.01-01 MO #0212,02-09. AS SHOULD STUCCO EXIST, AND I* MINIMUM FOR WALLS RIM NO SILK=
<br />PER SSTO 1 2-90 Ar ASTW E 330-02 STANDARDS, AND AhIEJMCN4 TESTING LAB SWTHI FLORIDA REPORT it 1 2101-10 AS PER
<br />TAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION IW4 Or THE C 5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING
<br />FLORIDA BUILDING CODE. WALL. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SHALL BE AS WENTlIONED IN C 1). C.2) A CA)
<br />2 ALL ALUMINUM EXTRUSIONS TO HE GO63-TS ALLOY AND TEMPER (UNLESS OTHLWMSE NOTED) SEE 94M 2 (D) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECTFICAIIONS OF THE ANCHOR'S MANUFACTURER
<br />3 ALL ALUM114UM SHEET METAL LMED AT CLOSURES SHALL HAVE 3$05-HI4 ALLOY a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING 04STAUATM DETAILS SHOWN ON SECTION 1 ITIRVILIGH 6 (SHEETS 4
<br />4. ALL STEEL SKEET METAL PANE" S,AU, HAVE STRUCTURAL OUAU7Y STEEL ASTM A-653 GRADE 30 M114". C-00 GAjVAAIJZED TMROIUCH 5) EXCEPT THAT HEADERS Q & (D SHIMI HOT BE USED.
<br />STEEL DESIGNATION W/FY- 912 "i (AFTER ROLLED). 9 ff SMALL Of T14E RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SKITTER IS TO BE
<br />5 ALL SCREWS To BE STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAWRE
<br />BUILDINGS,
<br />50018 W/ 50 kxi YIELD STRENGTH AND 90 kM TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SEC10ON
<br />241133.4 10 EACH REGULAR STORM PANEL 110111 LENGTHS OVER 90'. AS PER SECTIONS 1, Z 4. 5. 6 AND ALTERNATIVES Re, 3W & 4W ON
<br />SHEETS 4. 5, 6 & 7 RESPECTIVELY; SHALL KAYE A LEGIBLE AND READILY VISRALE VARKING INSTRUCTING OWNER OR TENANT TO
<br />6 BOLTS TO BE ASTIR A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS 57EFL. WITH 36 k3d MINIMUM YIELD STRENGTH SECURE PANELS W" APPLICABLE REINFORCEMENT DURING PERIODS OF HVRRrANE WARNING
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS: I I THE INSTALLATION CONTRACTOR IS TO SEAL/CALLK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BUILDING To PREVENT WM/RMN INTRUSION.
<br />(A) M --
<br />llt;��.FACTUJRED
<br />- 1/4'0 13Y 11.11. MJILDEX. INC. (Min. 1'3192 p .) 12, STORM PANEL INSTAIIATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />: �/4- 0 x 7/a* CALK-Im ANCHORS. AS MANUFACTURED BY DEARALT INC PROVIDED BY IKE JURYSOICT*N WHERE PERMIT IS APPLIED TO,
<br />/4'0 � 3/4* SOUD-SFT ANCHORS AS DISTRIBUTED By ALL POINT SCREW. BOLT & SPECIALTY CO.
<br />(w. f.R -3000 P..j.) 13, C.) THIS PRODUCT EVALUATION DOCUMENT (P E D.) PREPARED 13Y THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE fN-aRmAnON
<br />- # 14 ,,, -LAMTE ORS MTURED By ELCO CONSTRUCTION PRODUCTS FOR A SITE SPECIFIC PROJECT; .,o. WERE THE SITE CONDITIONS DEVIATE FROM THE RE.a
<br />- 1/4-IT ZARVIAC NAKIN ANCHORS. AS MANUCACTURED By DEWALT. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />A-1) MINIMUM EMBEDMENT OF TAPED" ANCHORS IN70 POURED CONCRETE SMALL BE 1 3/*-, 2- FOR ELCO PANEI.IAkrE AND EASED ON THIS P E D PROVIDED HE/SHE DOES NOT WV%7E FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />1 3/4- FOR ZAMAC NAILIN ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY
<br />&2) CKY-ft & SOUD-SET ANCHORS SMALL BE EMINEDDED 7/8' INTO THE POURLD CONCRETE. NO EMBEDMENT INTO 11) THIS PRODUCT EVALUATION DOCUMENT *11.1 BE CONSIDERED INVALID IF MODIFIED -
<br />STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHAI-L BE 1 1/2- LONG M"WJM SHOULD STUCCO EXIST. ,d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A I'LORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />AND I' MORRALM" FOR WALLS WITH 140 STUCCO. AND WAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER Of RECORD (EO.R) FOR THE PROJECT Mo WHO WILL BE RESPONSIBLE FOR IKE
<br />BUY WITH WINIC NUTS PROPER USE OF THE P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />RE D. ENGINEER. SHAL, SUIEW TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />A, 3) IN CASE THAT PRECAST STONE. PRECAST CONCIRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE BEHUND SUCH PANELS. (e) THIS P.E.0 SMALL SM THE DATE AND OFMNAL SEAL AND SHUMATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHALL BE AS MENTIONED IN A I) AND IN A 2). ENGINEER OF RECORD THAT PREPARED IT
<br />(a) : 14, SHUTTER MANUFACTURRIER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4- 0 TAIRCON ANCHORS AS MANUFALIURED Err I T. IN MTAJXX, INC. PANEL SHVIIIER IN ACCORDANCE WITH SECTION 1709.9,2 OF FLORIDA BUILDING CODE. ONE LABEL
<br />- 1/4* & - 7/8* CALK- IN ANCHORS. AS MANUFACTURED By DERVALT. INC SMALL BE PLACED FOR EVERY OPENING. LABIEUNG TO COMPLY WITH SECTION 1709.9.3 OF THE
<br />- FLORIDA BUILDING CODE.
<br />_ 1/4'0 X 3/4' SOLID -SET ANCHORS' AS DISTRIBUTED fry ALI POINT SCREW. SOLT & SPECIALTY CO
<br />- #14-10 PANELMATE FOAALE 0 AND PAMELMATE PLUS ANCHORS. AS MANUFACTURED BY EUCC CONSTRUCTION P liN1!IN
<br />"f
<br />- 1/4' 0 ZAMAC HARM ANCHORS. AS MANUFACTURED BY DEWALI, INC I ?Lp.
<br />:;, rt - -,��4
<br />%.....
<br />v ...
<br />-�
<br />- z"ll -
<br />81) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PANELMATCS AND ZAMAC MOULIN ANCHOR, IWO THE ,�,�!%��
<br />.,,\
<br />K UNIT SHALL BE 1 1/4' .1 \�CE 'ge .. FLORIDA BUILDING CODE (Man High Velocity Huu cone Zone)
<br />BLOC re.7
<br />' .3000 MIM - fl.
<br />0-2) CAUK-IN AT SOUD-W- ANCHORS SHALL BE EMBEDDED 7/8- MID THE CONCRETE ill= UNIT, NO tN1196�,44 7 '- 1 24 GAGE GALVANIZED STEEL STORM ANEL OAAARN IN
<br />SIUCCC) SMALL BE PERMITTED. 1/4' II-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD 0 EXIST. * (:a - --.---
<br />AND I" MINIMUM FOR WALLS WITH NO STUCCO. S. '.. * 4--� - -,) To '-
<br />GLOBAL
<br />STATE - PRMCTM PRODUM, LLC.
<br />,:$.. . ,E.nlla,�
<br />8.3) IN CASE THAT PRECAST STOW, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOU A, . .. Qa, Re 51 TIRCIT
<br />�� , L
<br />EXISTING WALL ANCHORS SK41 BE LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SUCH P ..ZORI ---.----.- DRI'll. n. =I.
<br />z .. .. I IV (MM)"
<br />..
<br />�Ry�o F - am - . (Rom .1-1. "saw CM)ew-�& m. 20-175
<br />� il
<br />;�k -Ro
<br />ANCHORAGE SMALL BE AS MENTIONED IN 8.1) AND IN B.2) 4L.1 1 - 1
<br />-CA�- �'! , � MR:
<br />, , RE .,.Ma.
<br />11411 ... In -=R -.., . - , I Em ! I aMIRRI I . Re
<br />,
<br />.
<br />� _IPTING
<br />msmugpy
<br />INTO POURED
<br />CONCRETE
<br />00"CiM OCR
<br />3L
<br />DETAiLs rog REGULAR PANEL
<br />CONCRETE OR CONCRETE BLOCK
<br />. - -8rCM CONCRETE
<br />BLOCK
<br />og::Pr
<br />In
<br />STRUCTURES
<br />I I
<br />I
<br />REOUTRED
<br />. REGLOtM.
<br />�
<br />CONCRETE ANCHORS
<br />CONCRETE ANCHORS
<br />-
<br />(SEE 504EDULE ON
<br />SHEETS 9 THROUGH 101
<br />14)
<br />-
<br />(SEE SCHEDULE ON I
<br />- .
<br />- 4)
<br />EXISTING POURED
<br />CONCRETE OR
<br />v --
<br />I
<br />.
<br />F - -1 I -
<br />CONCRETE BLOCK --4)
<br />: 1
<br />1/4-
<br />11
<br />1/4-
<br />JMA?L
<br />- -ve-me
<br />0 NUG MRLS
<br />RECURED. �v 0 ,/4- 0�
<br />I
<br />:
<br />- - -- . -
<br />I
<br />I -
<br />�;
<br /> . I CONCRETE ANCHORS - -
<br />CHED I I
<br />I
<br />Ex .... I
<br />SHEETS 9 THROUGH I I
<br />I
<br />I I , �
<br />: �
<br />:
<br />:
<br />I
<br />- -(D
<br />:
<br />: . �D
<br />: - -Cl)
<br />I
<br />L-YA�- ---I..--. ,/.
<br />u -- '*
<br />I SEPARATION - T - -1 , -�-
<br />w , -v-
<br />It) CLASS, I . Ak
<br />( 2 -n
<br />SEE SCHEDULE ,
<br />! I v Mo..
<br />=4 -
<br />I
<br />- - �� �� l/. m,
<br />. ' . .- - emn
<br />SEP I - Ix
<br />RuM - Rome.
<br />( TO GLASS. Talow omm r-r)
<br />SEE SCHEDULE
<br />i
<br />Co. ,'I :
<br />i
<br />i
<br />ON SHEET 3)
<br />I
<br />I PANEL LENGTH
<br />: (SEE SO4EDULE
<br />�
<br />N ON SHEET 3) 4
<br />'L, M 'L" M..
<br />:
<br />I
<br />ON SHEET 3)
<br />;
<br />4
<br />PANEL LENGTH _4 TO CLASS. PANEL LENGTH
<br />(SEE SCHEDULE -
<br />CONCRETE ANCHORS I
<br />I VA -
<br />I- --- - I ,
<br />-
<br />I 'A (SEE
<br />!
<br />SCHIEDLILE (SEE SCHIED
<br />I ON i ON SHEET 3)
<br />,
<br />SHEETS 9 TH;UH I
<br />: �D
<br />I
<br />N
<br />[
<br />_ _
<br />, �- -,A � -7 - -- I -
<br />"
<br />Z
<br />wx
<br />i OF 'L*
<br />: -(!)
<br />I.XL",4 I
<br />I I
<br />EX-N, I
<br />"
<br />� 4--
<br />I MAX.
<br />50%
<br />:
<br />- 41 I :
<br />I
<br />2 11 - W -�.-, 0.
<br />�, �111 OF 71.
<br />.11 . �,- : MAX.
<br />! - ,(a)
<br />177777
<br />1
<br />
<br />"
<br />I � i
<br />. I
<br />I
<br />E-D. L
<br />-I
<br />�
<br />E... '�
<br />I
<br />. ?,
<br />E.D. I
<br />,
<br />11
<br />- - I I
<br />,�
<br />, I .
<br />EDx( @
<br />I I
<br />11�;`� -,
<br />I I - �&
<br />;
<br />� �
<br />-- I R, iz 1/2� CC.
<br />GONER OR
<br />, -
<br />I--
<br />(AS APPLICABLE)
<br />I
<br />; ;
<br />jr .-
<br />m= � mfoc�
<br />r m�ON
<br />CONCREETE I I
<br />CONCRETE ANCHORS I ;
<br />I. I W -.10-10-- ,/.� I- " us. vv/ mum
<br />-- -
<br />!��
<br />REQUIRED. I I .- f
<br />11
<br />! (SEE SCHEDULE ON - --- - I
<br />.
<br />. - - ALTERNATE
<br />- 1. min� - 0 12 C.C.
<br />I I I
<br />I
<br />- - ) - "I
<br />I .
<br />r(j .=z ,
<br />, � LEG LOCATION
<br />I .
<br />�: ,,, ,
<br />,�," -
<br />(�)
<br />..,
<br />aa; ly- I EXISTING POURED CONCRETE
<br />..
<br />ALTERNATE CONCRETE . � r
<br />- mm=
<br />CONCRETE ANCHORS
<br />OR CONCRETE BLOCK
<br />ARE USED� REOURRED.
<br />ANCHORS
<br />(SEE SCHEDULE ON
<br />OURRIO,
<br />siAlocan w/ Pub -
<br />SHEETS 9 THROUGH 10)
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />BtJILD-2,H JIUNTING
<br />SECTION I
<br />SCALE 3/5-1*
<br />WA&MIRIG
<br />SCALE 3/s.i-
<br />WALL k4OUNj,.ffi0ECT MOU
<br />SCALE 3/8. I-
<br />"JOSHIMP" - ,
<br />-� �% �, ��
<br />e, , , *
<br />, .,�$..
<br />.
<br />.
<br />. I
<br />. ..
<br />P.......
<br />E . .
<br />. N .. .
<br />I
<br />FLORIDA RUM14G CODE (Non High Velocity Hu cone Zone)]
<br />-
<br />CO. - EDGE DISTANCE
<br />(SEE SCHEDULE ON
<br />NOTE FOR COMBINATION OF SECnDNS: I
<br />TOP & BOTTOM WOUNTINGS CAN BE
<br />f : . ' I
<br />. : 0.44167 *- IT
<br />s * : * ., * �
<br />.
<br />1 -Az�- --
<br />I% STATE Ol!- C4�!`t --
<br />Rano wnm - 24 GAGE GALVANIZED STEEL STORM PANEL
<br />- GLOBAL PROTECTION PRODUCTS, LLC.
<br />-
<br />O1MMN MY
<br />0/n/�
<br />IT"L
<br />SHEETS 9 & 10)
<br />COMBINED IN ANY WAY TO SUIT AW
<br />INSTALLATION.
<br />S, Z��,-. '10RID
<br />--,. e �w
<br />%.'. " -.� -.-: - �A.1/1/4-
<br />R4011 &A, 51 s�
<br />DAVE FL 333,.
<br />-RAM-NMR-alla-MIH 'Now'. CARNARM-'Ima. FAA, ,.).
<br />20-175
<br />� . I 1.)�M,W.,,,WE,GV,,E
<br />-
<br />CA= !ft . I I - - I -
<br />(Mano IRo,'-
<br />-
<br />fth"
<br />Pe.
<br />"Ll" 4 "'Iff . " I
<br />FLORIDA 416 "'
<br />� . w Re
<br />I
<br />_
<br />.
<br />INSTALLATION DETAILS FOR REGULAR PANEL (f) INTO WOOD
<br />--17- -I---
<br />I- I , I " I
<br />. - � I
<br />, , I I I
<br />, . I I I I . ALTERNATE LEG
<br />11 � I I -, - -- , I.. - -LOCATION
<br />4*.$* (Mlii.) EXISMIR!!�
<br />� �'- �11 .7
<br />KAM REQUIRED. 1 I / ;�: '. ? ; I
<br />x
<br />,
<br />ADEQUACY OF EXISTING WOOD ,,' I � I
<br />,, I ,- � I
<br />MEM M BE CERTIFIED BY -Al E - , . - - --, ,
<br />W
<br />REGISTERED ENGINEER OR � I ,,-
<br />� .
<br />/ -0
<br />ARCHITECT PRIOR TO SHUrtER 1". - - - i ,
<br />'� -
<br />:
<br />INSTALLATION. � ;, I I - I' Tart. -
<br />WOOD ANCHORS ALTERNATE WROOD M04M ' - '
<br />- - � ,,
<br />(SEE SC14EDULE ON (SEE SCHEDULE ON ," �, I ;9%" .0 .am HEAD
<br />� ,
<br />I , -fo-EQ- --- PAM FOR scale am
<br />.. E -- MR
<br />SHEET I 1) SHEET Ili) I 1%� �r� i:.�. - , I/r- - SIR � ./ Hur
<br />1 1 1, I 1 1/2' . --� Ap 12 1/2' 0.t
<br />,1/4' I . -
<br />I - MAX. WOOD HEADER- I 1/9- . --- - --
<br />I - - I
<br />� I
<br />-- ;1 �
<br />I REQUIRED I 7� f 1 = I -- � _Q40 :l"em,
<br />EXISTI . , I . . -
<br />.
<br />* - i
<br />� ��
<br />I I ,/ * *�
<br />WICOO ANCHORS "
<br />�
<br />- ;-� . � '2* i
<br />(SEE SCHEDULE ON ,,, M, I
<br />V ; SHEET I I ) I I .
<br />S - / I t 1 - -T
<br />., 4
<br />(j)
<br />I
<br />- GQLM.( . i
<br />I SCHEDULE I v.,*-xN,* I I
<br />ION SHEET 3) 1 wox .. SEPA"Ana" I. GLASS
<br />Or
<br />1 - Ar - .40 (MR
<br />) - : 1/4�'T.
<br />I VA 11 ON m Non. SEE SCHEDW ON SHEET 3 v MAX
<br />r-4r) 'L' MAX. ! I p,,Lm.&.wl0 PANEL LENGTH
<br />I
<br />: UBW` OAD"
<br />I - (M m Ann (SEE SCHEDULE
<br />i - - - PANEL LENGTH I �v -
<br />�- I
<br />I I ; ummw INEW T,�O ON SHEET 3)
<br />1 (SEE SCHEDULE EX-Ki
<br />1 _
<br />-
<br />, �- ,A- - - - - -1
<br />I I ON SHEET 3)
<br />I I
<br />- -1.
<br />I !-
<br />-- - - - � - -
<br />- ---AV - I.. -
<br />I : --,a) ; -- -- 11 -
<br />I
<br />I i Sam 11.1
<br />OF "L' 1. ; --(j) DMAIR.
<br />'. i - - 0 Mo. I
<br />I
<br />q) I
<br />'I
<br />: 0 12 1/2- O.C. I , - - - -1 - .
<br />-
<br />I ED � - " -1 11, I - 1/2-
<br />I
<br />No FINISH: - - -I '/'�"`�-
<br />- I- -
<br />I
<br />i
<br />-
<br />ALLOWED I I I ED " - . I I . I ,
<br />1 � I 1, .We 4
<br />L
<br />I �.
<br />I i -
<br />1
<br />- I a
<br />. - - ----
<br />,
<br />.
<br />PC.$; WOW 2*.4' WOOD PLATE - . - -
<br />REOURED
<br />WOOD ANCHORS ,,- - - - REOLARED -, W ANCHORS
<br />� .. SCHEDULE ON
<br />(SEE SCHEDULE ON ,_ _ ___ �
<br />I I --- - SHEET I I)
<br />I
<br />_
<br /> _ _
<br />-
<br />SHEET 11) - ..
<br />,
<br />- -2' Ann. - - - , '. .-
<br />.
<br />CEILING AND FLOOR MOUNTING AUILD-OUT MOUNTING
<br />ALTERMTIVE SW ALTERNATIVE 4W
<br />SCALE 3/8-1 - NR.HH SCALE 1/1-1.
<br />1
<br />;�i� �:. ��
<br />A
<br />.. " .-
<br />- ,
<br />V%CENS -.: i
<br />I
<br />-,. .
<br />.. . 'i . - \
<br />mmm.
<br />-14:00""'
<br />NOTE FOR COMBINATION OF SECTION : No. 44167 '. I
<br />MAX. A.S.D -3 *: FLOR11 BUILDING CODE (Non High Velocity Hu cone Zone)
<br />1. INSTALLATION ARE ONLY VAUD FOR .
<br />- , - -
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS I : w -*; Racial w7wo. INC. 24 GAGE GALVANIZED STEEL STORM PANEL FA
<br />COMBINED IN ANY WAY TO SUIT ANY AS PIER SCHEDULES ON SHEET 3 STATEOF * : z IMARRI 1Y.
<br />,
<br />INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCT": WOOD A, --,,,�- I , � - � /V/SM
<br />To
<br />MEMBERS 10 BE SOUTHERN PINE No 2. W/ SPECIFIC ��-�� -�! - , z GLOBAL PROTECMN PRODUCTS. LLC. -am" -
<br />DENSITY OF 0.55 OR EQUAL ALIE -A/-Z,,, - - �-- - �--- - -- �- .m S.W. 91 STREET
<br />2w - - I � comwary
<br />...."I".....", I -- RNN - --K-. "'A., " IMARE. m 33311
<br />1 DWI ll=r . ).-Mw r.. I.S.Mme-aw 20-175
<br />- # !t I i 1 - I !n. - I - - -
<br />�E Mm,,mRMV,ruw/mAq: mm . TILL!,
<br />C`D`K"" "' i
<br />" F09
<br />- - fiang a" 44107
<br />I
<br />40
<br />a)
<br />(3)
<br />r-
<br />U)
<br />-0
<br />-ffi
<br />>
<br />a)
<br />t-
<br />-1-�
<br />0
<br />L_
<br />a)
<br />L-
<br />0-
<br />=
<br />-a
<br />=
<br />Cu
<br />R-0
<br />0-
<br />.
<br />.-
<br />cm
<br />-t5
<br />-T'
<br />C n
<br />w
<br />.4--�
<br />=
<br />a)
<br />=
<br />-0
<br />0
<br />Cu
<br />0
<br />-cu
<br />0
<br />Cn
<br />'-
<br />..0
<br />a
<br />0
<br />L-
<br />5-
<br />-C:)
<br />C
<br />=
<br />�g
<br />w
<br />3:
<br />CU
<br />C
<br />0
<br />-0-
<br />m
<br />u-
<br />%+-
<br />0
<br />-
<br />CIO
<br />>
<br />. -
<br />.cn
<br />W
<br />cn
<br />L-
<br />-*..a
<br />"
<br />0-
<br />r-
<br />�-
<br />Cu
<br />-0
<br />R,10-
<br />. a
<br />-20-0
<br />C/)
<br />8-
<br /><
<br />I
<br />4
<br />z
<br />z
<br />w
<br />mi
<br />"I
<br />" -0
<br />C= Q)
<br />" 0
<br />> I- 0
<br />� 0
<br />L- (y)
<br />R11- 0-0 N
<br />n X
<br />= M .L CL
<br />= -0 0 L-
<br />I" C N Z
<br />m 0 IN
<br />6 -0 04
<br />.s a) a) 2
<br />- .1,- .=
<br />.*.- a) �.
<br />.(n Q _r_ lift.
<br />((nn E -t-- <
<br />< 0 35 m
<br />I 0 a) -0
<br />�-' 3:
<br />� 3: 0 (D
<br />< -T Q� C: a
<br />> .- M
<br />! ,'I) ::: - >4
<br />- ci� (L 0-ja
<br />� -- ft E c
<br />- �0 , 0 0
<br />, :D Q .6m
<br />-
<br />-
<br />�; 15, -0
<br />I �- 10 UJ
<br />�, -1
<br />U)
<br />"
<br />CD
<br />(D
<br />C
<br />CIO
<br />0
<br />a
<br />"
<br />"
<br />=3
<br />-4-111
<br />(D
<br />CD
<br />=
<br />U)
<br />Cu
<br />>
<br />0
<br />L-
<br />CL
<br />CL
<br /><
<br />-IRRRRR0
<br />0
<br />=3
<br />0
<br />0
<br />L-
<br />0-
<br />(1)
<br />U)
<br />ICU
<br />cn
<br />� -1
<br />SHEET NO.
<br />SH 1.3,
<br />
|