|
II i. I I I _IIII _j I L __ - - I I I I ."II i 1111'
<br />11111111111111
<br />LVJUMLN AAS.D.E
<br />Yr,
<br />1l/IM pl
<br />A'SE<TABLE TO
<br />GLASS
<br />CONDITION
<br />+66.0. -75.3
<br />70, OR LESS
<br />2 9/Ir
<br />80LTED •
<br />+'. Y, 3'. 11,
<br />2YI a ]1W
<br />.66O. -75.3
<br />70' OR LESS
<br />2 7/6'
<br />BOLTED
<br />.' k .'W
<br />• M64SUM , a-aB0T2Da�a�' M.S. d WYNONIT AT OVERLAP a wR a PANEL LENGTH
<br />..1 1.• 1 I ..'1 _ , .R•..,•K171• _tl ,.N. 31W I , .�: 31 • M. 1: "I , •10.';y
<br />4
<br />=1
<br />MAXIMUM
<br />AS.D DESIGN
<br />I/MOWW A1409M SPACM FOR L D. - 3 1/2' -
<br />APPl10BE 70
<br />AI,E COONS 1It
<br />kON
<br />of TNO1
<br />WASAW PANEL
<br />�'�' 1' �')
<br />PRESSURE
<br />RATING
<br />.ILO
<br />TMGONS
<br />CALK-W,
<br />PANELIATE FEMME D
<br />PAIEMMTE PUS
<br />to CPN2EI[
<br />10 CONCRETE
<br />ro CMCKM
<br />10 CONCRETE
<br />ro CW CRCR
<br />TID CONCRETE
<br />Illa
<br />to WNMIUE
<br />IILGCK
<br />12'
<br />N/A
<br />12"
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />I V d 2• (TOP)
<br />1,•
<br />]'a
<br />10•
<br />]'
<br />5'
<br />4-
<br />S'
<br />4•
<br />' (BOTTOM)+
<br />12'
<br />3'
<br />12'
<br />3•
<br />8'
<br />6•
<br />6'
<br />e•
<br />1' 80TTOY)
<br />1000 a+
<br />66.0,
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2•
<br />it•
<br />2' (BOTTOM)
<br />-75.3
<br />7•
<br />N/A
<br />I 6 1/2'
<br />N/A
<br />4 1/2•
<br />N/A
<br />4 1/2'
<br />N/A
<br />3' (TOP)
<br />70. OR LESS
<br />12"
<br />N/A
<br />12-
<br />N/A
<br />9 1/2'
<br />N/A
<br />9 1/2'
<br />N/A
<br />3' (BOTTOM)
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />/2•
<br />N/A
<br />12,
<br />N/A
<br />4' (TOP)
<br />12'
<br />B'
<br />12•
<br />9 1/2"
<br />12•
<br />11'
<br />I2•
<br />11•
<br />4• (BOTTOM)
<br />P LIMITED TO 6L0 p..l. AS.D. DESIGN PRESSURE RATING.
<br />A SEE SHUT 29 FOR ANCHORS TYPE k SPACING FOR ONSIAL AIXNS NO WOOD
<br />FRAIff VJLDe19
<br />MINIMUM ANCHOR SPACBM AND MWNUM EDBL DISTANCE AR[ PIOR'ATED ON THIS
<br />SCH DUUF. FOR EO LESS THAN INDICATED ON SEOWDULL RmUCE ANOgII SPACING
<br />BY YUUIPLWIO SPACING91,(M ON SIXEIXRE Br 71E FOLLOWINGrAtTd15. FOR
<br />THIS OPERATION 10 r POSSIBLE I== 7PAC9O OBTAINED L19uln FACTOR
<br />NEW IE LESS THAN MNYlM SPACING NCIGTEC FOR EACH ANCHOR TYPE AT
<br />ANCHORS; LEGDIG.
<br />MOTOR TOW
<br />1/A•.-
<br />1/F.
<br />1/41.
<br />I t/4'.
<br />'I =
<br />_
<br />pAmusa[
<br />A+atudir-
<br />cWX-w
<br />M AIWH9R LPALW 0.)
<br />3
<br />1 3
<br />3
<br />2 1/2
<br />NMBDL td mil[
<br />wam
<br />1/2•
<br />J6
<br />-
<br />-
<br />-
<br />2 I/Y
<br />A.
<br />y
<br />,m
<br />,m
<br />I .0
<br />3t
<br />Im
<br />Im
<br />F'A,_�
<br />1
<br />+ REQUIRES MEW,. DISTANCE BETWEEN BOTTOM OF PANEL I
<br />AND (2) TO BE 1/2' 112- IIo..
<br />I
<br />++ REOUIRES Mac DISTANCE BETWEEN BOTTOM OF PANEL
<br />AND (D TO BE: 3/16' 3/16-
<br />MOA.
<br />COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-1'
<br />- ______ ._..__._ --15.125- (TOTAL VERGE"._. ._ _. - __ -.
<br />- z-te7 -
<br />_..._-... - - _-12.500• (EFFEC7ME w07M)._ -.. _. -. .__ :. . _ .)- -".,93' 1/{'r-20.3/A'
<br />- I -M.-M.-.750•- SS lTID RAIiEO
<br />CL
<br />_ ___ _.- - 6 1/4' (TIP.)_. _. _ -_ .374-•--. .t23• l0 ANOLE e a 1/4'
<br />1.250• t00• ISO--.�. -F. .086' _ a a 12 1/2. 0.c.
<br />.500 , '_--1.350•- - _ ,JLA• -. - ,.3. ;;:Sac• ;_ ,D ; MAY BE REVOS[D)
<br />1 aee•
<br />- ' I 1.500 _. 16
<br />�. 1.671' r
<br />".tE11MED C4AMM m THICKSR[1 ®. h t . ' J.37s"
<br />.064' --a
<br />CODE ASTY A663 TIP. I,2.OBO : , t.Ol3' r -
<br />GRADE BO Y.eMUM HEMMED' j
<br />n__
<br />_ 2.123• _1
<br />G-6o GUY. EDGE / L- L_ •J ,25
<br />L. .064' I.6D0
<br />\t,
<br />A _
<br />- OEtA0. 4B
<br />01 STORY PANEL - - - - - - - - - - - - - - -3is T7YP.) (TIP )
<br />!-... �1350'_- DETAIL A -- ! - 1. _ .�
<br />PAELS HALL K INSTALLED ALWAYS -----2.387'--- -
<br />FF,IOaMEND �EWOF wNn WH' HEADER (�) 'F' TRACK OIL ANGLE WITM STUD
<br />A7 2O
<br />TIP. TOP EDGE
<br />. I P GALV0.A24- NIZED
<br />(NSTEEL
<br />W/ LMEIAYID EDT{.. ,w
<br />! - , PANEL '-a
<br />mos• -
<br />-O.r ';
<br />:
<br />ARK �
<br />i 1
<br />/ / \ \ It 33*1 �• W.625 O.J75' �, 0.230•I
<br />`'ti.250'\ - , w7• •6YJ• -- -- 4Wr7or
<br />.'"
<br />`
<br />-.. 2.591' -. �--- ..".'.
<br />- - 22so• - I -- -�
<br />°Nf1 1 OR.1ROUNDED
<br />ISOMETRIC VIEW DETAIL A �133,1 t -+_ �i200 a`:1._
<br />F 2I� N CORNER O ENDS Or PANEL'S - .0 _- _
<br />i 1 Ew .aD•.
<br />2378' - END UP W( HEMMED EDGE. !_. .113'
<br />(N.T.S) .375
<br />1 � fA9. sOT,W �' ,
<br />I
<br />2.500' I -_-. EDGE Or PANEL
<br />.091• ) [� _l OS KEY HOLE WASHER
<br />3.750• D72• (�'S0• © KEY HOLE AT PANEL -'-'-
<br />(TIP.) ! 3105-MIST ALUM. ALLOY _
<br />I I
<br />I SEE BEET a TOR ADOtIaNA
<br />2.124' � .750• - .613' LIMITATIONS F SLEEVE LENGTH Is 11'.
<br />_--i.09,•-
<br />L71
<br />125' ( ONLY VWLD FOR INSTALAT10NS INTO
<br />I M. 5- O SLEEVE '2 1 /8" I _,�' (iYP.) WIND STIWATLAES..
<br />MAX. LENGTH 2 i) AIM -
<br />1 2 oco --_
<br />�2y p1 H
<br />1.-i _ - --. 1 OI 3.750'
<br />-.193'
<br />[ 125' �
<br />,
<br />2 4e _ !_.,,
<br />-0 � 1 750 �)
<br />`HIM L--
<br />O7 REV. HEADER ® U' HEADER
<br />-
<br />IO -,• YW. To s• Ma. - i
<br />® SLEEVE 1' MAX 2000--- I
<br />LENGTH • i O ANGLE ,INNER 11 "J" TRACK @ PANEL HANGER
<br />.--.•__--_-_-__
<br />- 3,000• .- 60Bl-76 ALLOY No '^W
<br />.374• - - se4•m. a`�A1EP' A. Tl(��R,(1 1/4- WIDE)
<br />M✓�ID
<br />' _ `,' PV,.•' RUSE ONLY FOR E-Z ILANNO STORM PANEL
<br />F... -- -J11• .T656- I --, �• ,470' I275• It '�-.,- as 4 . ViNEN,rf�'••,: iy SYSTEM) 6063-76 ALUM. ALLOY
<br />t .671• - F- 1- -P ? t.t oeD- .260,_ r N0. 44167 £ RORIDA BUILDING CODE Hon iR h VNtxlt Hu one Zone),
<br />2.000• 1, r-�-MIN. O MIN. e ;
<br />' WOW 1.7m .Ic r.r.
<br />-
<br />-- __ . - 24 GAGE GALVANIZED STEEL STORY PANEL
<br />--I t20t ' -0,' STATE OF 7 Z. DR.WN .r
<br />1.. _ (Tp.) P 050•_-;'
<br />-- -
<br />2.000•- - !-!- -- 'b. SEE 'S - ,20EN• �... 5'�O Lft'A*,L.G11, IL ECOIE6e. GLOBAL PROTECTION PRODUCTS. LLC. 'ra/rts.°i0
<br />yyrr Naa ". Si sww
<br />.sL 3MAyII^yJ� t" P t 1E61N6 a
<br />a' d�'%-AY
<br />w (ra)aw»a �iaa4)"-$M 20-175
<br />FfiKuHMLA1A w..-oeo`A--=. m___1HA'r
<br />E IED - - M.4..r- r -I
<br />1© BUILD -OUT "F" Q BUILD -OUT 'F' TRACK iS 3 ® WASH7A erAL/4aM7uAE/oAe
<br />YAC ALLOY) PL AK1uGA-0i0m" PL .eJr
<br />TRACK ANGLE ( « 7
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL C11]
<br />INTO EXISTING WOOD STRUCTURES
<br />'/a'I lk STEWS • e' 0.c. w/
<br />' 1 /2- - THREADED PDEIPATION
<br />-' t/.•. LAG ScAEW'S • 6. c c- W/ `\} TO E%T1NG WOW WADER (�' RECEEAFTMO W
<br />1;�, , ,/2- Ain T,EEAOED PENETRATION - FIAT OR CN EDGE
<br />TO EXISTING WOOD WAD" ---(4) CPm. E14.,' S.M S.
<br />T'..,
<br />FA. END OF
<br />'.. 4 C..- hap- SANS � © �LEY",
<br />e EA E'NO OF s
<br />j I , ] j, II ! 4•. LAG SCREWS a 5- CC. W/
<br />5 , ', , >r i.1 1/4'.-INA' ^INS$ 1/2' Mn. THREADED PENETRATION
<br />! (SEE DEtAA t/2• ! ...'i = I'Wf Y/MX�H 1/J2' ro EESTING WOOD HEADERn •II, ROTE IA ROOM)..1,-1 _-16- Dr EVERY& Rm.)J/18' An,n+ POP RK, 4 Cml Mlhl" SM.S.5 .000 -;.- ,IC.IIOM O [VEAY ® • FA END O
<br />Q
<br />WOW NC{G[R I x
<br />RO DIED 1
<br />I i i
<br />I 2 9/,G• AIL.. I ,/•y4'
<br />2 9/,a' MN ' SEPARATION YS. W/
<br />SEPARATION I I/.•W.-20.3(1• TO CLASS. I 7ie'..3�Jx"
<br />TO CLASS YS W/7/6 r,3/32- I WING NUI e
<br />RING WAIT • Ly I [VERY OVFAtAP
<br />EVER,' .:AP 5 t
<br />F€TILL-t p
<br />44� � r 3 N I
<br />X C M I r
<br />j p )�
<br />i 1 o C
<br />I
<br />WI
<br />0 2 T /4' Y.9 / 'k4 PANEEMMTE PLUS W/ O
<br />32 WING NU
<br />O/R6Ip/4}1-2�7�4' - I. 7/6• ME, THREADED/
<br />lMA1�tEW {Ai NOTE ,A BELOW) PENETEATIONO 1
<br />7 /2. O.0
<br />1/4•0 LAG SCREWS a 6. O.C. W/ �Ilh (x) Yx4•
<br />I I/2' MY TREADED PEHETRA . • W0o0 AAR REOUHMED
<br />MD.DTA O PLATE AT SI7r{S 2000 OR MT OR ON EDGE
<br />S2) NIOD KIC M1E PLUS
<br />21
<br />Mh PEIATRATKN • ,I •
<br />SER�• ,TOO
<br />Wn. (2) 2-M'
<br />WOOD ON WO ALTERNATIVE 2"W MOgtaIN
<br />INSTALLAIM SCALE ,/A --'-
<br />ALTERNATIVE 1 "W
<br />SCALE 1/4--1'
<br />INSTALLATIONS
<br />ARE ONLY VALID FOR BUILDINGS WnH IS.O. DESIGN LOADS _ l`
<br />UP TO .66.0 -75.3 WAND PANEL'S I.. UP TO 5'-10' cl
<br />2. FOR NEW WOOD FREUIE CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN "
<br />PAVE N,. 2. W/ SPECM DENSITY OF 0.55 OR EQIUK
<br />B�� LJL.1� STO
<br />WWEELL IISCP�ANGEL CD G t _ O�HI 91t21OS2J�AT� 'ATB,.fFO d4 AG'1P ,PAOCN ? T
<br />IOW OI 2000 RF01.•PED -
<br />Imo' RYE MMIMUN OF K['IttAw.
<br />ITOP a BOTTOM MOLNTNGS CAN BE COMBINED N ANY CONDITION t ANCHOR LOCATION
<br />WAIT 10 SUIT AKY NSTALLATON. SCALE: 1/4- I•
<br />I MOTE : 9NUTTER TRICKS NOT SHOWN FOR ELAMTT
<br />iN .,
<br />it •I
<br />J E. I: ,• . 6i :: n
<br />MAXIMUM PANEL LENGTH
<br />'L+" OR "L-" (ft.) B
<br />MAXIMUM A.S.D.
<br />DESIGN
<br />PRESSIAE RATING
<br />Au .a,_
<br />CONCRETE k WDOO
<br />INSTALLATIONS t
<br />N
<br />b
<br />2ao
<br />12'-D'
<br />W-0'
<br />25.0
<br />12'-O•
<br />!t'-a'
<br />JOG
<br />Ir•-8•
<br />,o•-9•
<br />no
<br />ro•-!o•
<br />ro•-O-
<br />40.0
<br />10•-1'
<br />V-4•
<br />43.0
<br />9'-6'
<br />69•
<br />Sao----
<br />--97-r.
<br />6'-i
<br />6'-01
<br />510
<br />a-r
<br />_
<br />Sao
<br />e'-J
<br />rr-7
<br />- Sao -
<br />7a0 --
<br />-- e_-o-
<br />- _.7-e,.
<br />7'-4�
<br />- r-o-
<br />710
<br />7'-51
<br />W-10•
<br />Sao
<br />7-2'
<br />6'-r
<br />SELO
<br />7•-01
<br />61-51
<br />90.0
<br />6'-9•
<br />C-2-
<br />_
<br />95.0
<br />C-9"
<br />6•-0'
<br />10D.0
<br />6'-5'
<br />S--I!'
<br />r05.0
<br />6'-J•
<br />S' 9'
<br />A0.0
<br />-
<br />'- 5Y
<br />1,SD
<br />-
<br />5'-6•
<br />n9.6
<br />I
<br />LAG SOFWWS a 6' O.0 W/
<br />I/2•
<br />"O•Mk. THREADED PENETRATION
<br />To COSTING Worn 'WADER
<br />;(4-1. -20rJ 4• Y.S.
<br />CPTL /a' 3/3Y WING
<br />HM • 2 O.G.
<br />4 CaK. 61h,' SAS.
<br />ter- • EA Ew0 a
<br />SEE DETAIL 1/24 a
<br />5
<br />7 CaH i
<br />(SEE DETAIL 1/24 a
<br />- NOTEEABELOW)
<br />1' -I -�11L WOW NEAOEIR NEa6HED I 1
<br />1/••. 2AJ/ " 5 b
<br />M SCREIV Wf
<br />;X.3/32
<br />WING NUT e -
<br />i2" D.C. 1 I K
<br />2 T/a' IO I
<br />SLPARAtKN g
<br />,/4Y_2pJ/4' - TO GLASS 1/4Y-2A]/4'
<br />Y/ SCREW W M. 50l.W W/ A5
<br />1 I/,6• Min RANG YJT e/, SVAA X N I
<br />TD CLASS. i EVERY OEWM I IVEAY OVERLAP
<br />.-_ ..__..__._. y
<br />} --- € 1 �� i
<br />! - I4 ! csr.
<br />H'y 5tb! r i
<br />dC A
<br />1/•'r-7LNJ/4, Y.S. R Y 3 Gbnt I ogp
<br />WISING X� /32 I � t I - I 1 15
<br />e t2• Dc 1 1 #1 1'
<br />s' - \ ;,
<br />_. 1_-. _
<br />6 I
<br />I I 1
<br />ceA. - _1_ I
<br />-I , •Y-TOTS/4' YS.
<br />W/ 7 %3/32' IONIC
<br />'r/�,// 1 a � 1' YA NI! OR 1/4'._X 3/a'
<br />-_ '-E ORa, a - S.-_. i^ t.2SD 7M0T 1MB1. ,
<br />iHlA�2� NOR EA BOOED) _ 6 t/.•r-2oJ/1• YS W/ ,/.--a3/]2-
<br />Ca„1 WINO NUT f It" O.C.
<br />1/4'r LAG SCREWS O e" OC w/ - 1/4'. LAG SCREWS • 6' O.C. W/
<br />_2• IOn 1 ,/2" - THRVADFL PEIEIR.ATRN 1RN (2) Y14'-' , I/2' r THREADED PENETRATION
<br />YW. 2'ri' wODO WOW NUR' PEaRREO • ,AVAOTH OF PLATE
<br />PIAR REOVIED FIAT "g OR ON CiXE
<br />UNTING
<br />$LI-j UT YING
<br />CEWNG MO
<br />iTALLATION ALTERNATIVE 4"W
<br />-,, ,- - .... SCALE 1/4'-I'
<br />CODE
<br />nNG (Q.:.f.) AND CORRESPONDING 1/4, 3/4, 4/5, 5/5 A 5/5
<br />CNEDULE ONLY FOR REGULAR STORY 2/4 1W/6, 2W/6, 3W/7 i 4W/7
<br />RETE. CONCRETE BLOCK Ott WOOD (t) _3' MAX-_ - ANCHORS (SEE SCHEDULE ON
<br />-- ------ sIEL7s 9, 10 dtt) - - --. - .. .. _ _ _-- -J' MAX
<br />SINGLL PANELS CI) K L M AT EACH I' MIN. - ___-_ . ,• MN.
<br />ErrD WITH TRACKS (3) . n-® A a Qg �/� o 0 o A
<br />DIRECT MOUNTED AT EACH ENOe D.M..O, 3O, 4 rT - 1 --I-1- r-I-"T-r-rl-_-T-I--r-T,' ,• T_-1--T-r--rZ-T-r _I_ I -. _._ _.1-_I
<br />MAXIMUM PANEL LENGTH
<br />D
<br />YA%IYUY ADESIGNS.D.
<br />PRESSURE RATING
<br />J..N_
<br />CONCRETE AT WINO
<br />TONS I
<br />NSTALU♦
<br />L.
<br />U
<br />Iaa
<br />14'-4'
<br />IJ•-0'
<br />2mo
<br />12'-10•
<br />rr'-7•
<br />Jmo
<br />Ir•-6•
<br />10'-7'
<br />J,s.O
<br />10--10•
<br />9'-9'
<br />4a0
<br />9•-6•
<br />9'-,.
<br />$5.0
<br />9'-1.
<br />6'-7•
<br />NiO0
<br />6' 7•
<br />6'-2-
<br />-- _
<br />.4
<br />6'-J•
<br />7--9•
<br />_
<br />6a0
<br />6'-0•
<br />7--3'
<br />e5.0
<br />7--6•
<br />]•-2•
<br />7Qo
<br />Y-S•
<br />6'-$I'
<br />7s o
<br />7•-2•
<br />6•-d'
<br />ea0
<br />7'-O•
<br />61-51
<br />no
<br />1-0•
<br />6•-J'
<br />90.o
<br />61-9'
<br />6'-r•
<br />950
<br />6'-r
<br />s-lo,
<br />WILD
<br />6-
<br />6 -7•
<br />I060
<br />6•-J•
<br />3'-4'
<br />I10.0
<br />-
<br />5"-I•
<br />I19.6
<br />1'-6'
<br />MKS" SEPARATION TO GLASS SCHEDULE
<br />Wi%lAllll
<br />LENGTHPANEL
<br />WIND SPEED 4 170 m.p.h
<br />WIND SPEED > 170 m.,h
<br />(n)
<br />UNRESTRAINED
<br />RfSfiWMED
<br />UNRESTRAINED
<br />RESTRAINED
<br />30 OR LESS
<br />I'
<br />I 1'
<br />6•
<br />6 1/4"
<br />>33 TO 90
<br />I.
<br />1•
<br />7 1/2•
<br />7 1/2'
<br />>90 TO 145
<br />1•
<br />/•
<br />7 1/2'
<br />7 1/2-
<br />>tM W tln
<br />1'
<br />I'
<br />-
<br />MINIMUM PANEL LENGTH (In) FOR A GIVEN MOUNTING CONDITION
<br />Top
<br />DRECT
<br />T- •U-
<br />'.5'x1.5•
<br />IV,T
<br />TRACK
<br />,
<br />MOUNT
<br />HEADER HEADER
<br />ANGLE
<br />TRACKBOTTOM
<br />WAI,IG.[
<br />/SOII�/iS-ROAIIEIR01
<br />CLOSLURES
<br />-
<br />DIRECT MOUNT
<br />46'
<br />1 32- M.
<br />M.
<br />56'
<br />SO'
<br />1-S'X1,5' STUD ANGLE
<br />35'
<br />32• 32•
<br />32•
<br />42•T'
<br />36'
<br />Y•
<br />TRACK
<br />55'SY
<br />32'
<br />42'
<br />67'
<br />1.
<br />W'W
<br />I
<br />SIDE CLOSURES .VNGLE
<br />SO•
<br />32' 32'
<br />38'
<br />w_
<br />56'
<br />56•
<br />-I
<br />SD'
<br />32' 32'
<br />36'
<br />W.
<br />96'
<br />SB'
<br />i
<br />I I � II I I � I ! j jI-- -__ 1-1 _ 1 1 i 1 1 __I--1-�_ _> _ _ _1_ )
<br />- -- - I -
<br />-
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<br />I l -i f - 1 , -1 1 -{- I 0
<br />1 { I I
<br />I I l
<br />r
<br />UNBOLTED PANELS l � ! I � _ BOLTED PANELS W/ i N-20a 1'
<br />(SEE SECTIONS AS I ,'I I I I 3.5. N.S. BOLT W/ d0 EA OVEAEAP
<br />APPLICABLE) I (SEE SECTIONS AS APPLICABLE)
<br />I� 11 1 i' ) 1 l ! Il Ill I
<br />I I I I I I j w
<br />1
<br />D. M.. 3O.®, - -I i , - ---- - -I- `- , ,i - -- �
<br />-- 1 )
<br />®or ® _ 1 • MIN 2/4 1 /4, 3/4, 4/5, 5/5 3 6/5 '• MAXMIN
<br />i W/6, 2W/6, 3W/7 A 4W/7
<br />- -----ANCHORS (SEE SCHEDULE ON SHEETS 9. 10 d11). - _ -_
<br />REGULAR STORM PANEL Ct) ELEVATION
<br />lee, N.T.S. T/A- Ya1. GAP
<br />DI (MIL 0~ -, IWaL wum 1._
<br />YAL GAS I O SECTION A -A
<br />N.T.S.
<br />NOTES,
<br />(1) L. WAMUM ALLOYM LE PANEL L2)DTH FOR A GIVEN POSITIVE ASD. DESIGN LOW.
<br />L- YAK ALLOWABLE PANEL LENGTH FOR A OMEN NEGATIVE ASD. DESIGN LOW.
<br />(2) PROCEDURE TO DETERMINE MAL1nM PANEL LLNWHE
<br />GIVEN A POSITIVE AS.D. DESIGN LOW, 17ETERNIE MAXIMUM PANEL LENM 'L.' FROM SCHEDULE
<br />OWN A NEGATIVE AS.D DESIGN LOW. DETMIINEE MAXIMUM PANEL LENGTH "L-' FROM SCHEDULE
<br />FINAL IAIOWN ALLOWABLE PANEL LENGTH S MUAL TO THE MOM MMMOED PM 91 LENGTH
<br />BETWEEN i.• AD'L-'.
<br />(3) SEE SCHEDULE BUD* FOR YN. PANEL LENGTH FOR POROSITY QUWFCXXMN.
<br />' INSTALLATIONS IRO WOOD ARE LIMITED TO t /5 aA.1, MAX ASD. DESIGN PRESSURE RATING
<br />AS9. 10 a it F'OR MAX. AS.D. DESIGN LOWS d MAX. PANEL tF/1NM5 FOR
<br />�.
<br />- SPIDER IS tFSEO.
<br />S -, FLORIDA BUILDING CODE
<br />'
<br />0. 44167 : $
<br />aam. xNm AK
<br />24 GAGE GALVANIZED STEEL STORY PANEL
<br />j`
<br />*:
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<br />a'o„L•T•.
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<br />GENERAL
<br />INSTALLATION
<br />INTO POURED
<br />TINGPOURED COCRETE
<br />CONCRETE BLOCK
<br />DETAILS
<br />CONCRETE OR
<br />.-
<br />FOR REGULAR PANEL
<br />CONCRETE BLOCK
<br />POAl1YD CONCRETE
<br />- C•NCRE'TE BLOCK
<br />C1 i
<br />STRUCTURES
<br />., _ REQUIRED.
<br />, REQUIRED.
<br />CONCRETE M CHM .
<br />CONCRETE MOORS
<br />-
<br />(SEE SCHEDULE ON
<br />BEETS 9 THROUGH 10) , _ .O
<br />(SEE SCHEDUIL OPN
<br />SHEETS 9 THROUGH 10)
<br />.. (4)CONCRETE
<br />EXISTING POURED
<br />OR
<br />l
<br />,-1
<br />CONCRETE BLOCK. _
<br />" 1
<br />3
<br />_J
<br />r , // t/2• 1/4.
<br />( % l/
<br />t/i. 11/4•
<br />REOUARED
<br />--• 1/Psan
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<br />__ _ . . - )
<br />i�/
<br />µArt•. _ -
<br />- _ CONCRETE ANCHORS :i
<br />!
<br />_ -. -- I
<br />ED /i I
<br />�i
<br />%,
<br />D /
<br />E
<br />I
<br />(SEE 5CNEDULL ON l -
<br />SHEETS 9 THREE.: 10) /-
<br />1
<br />1
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<br />1
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<br />I
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<br />(SEE sGFEDi.
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<br />GLASS 1 ON SHEET 3) I PANEL LENGTH
<br />I I (SEE SCHEDULE
<br />9 On SECT 3)
<br />N
<br />I 1
<br />I
<br />Y• MIN.. IMin. SEPARATION
<br />I
<br />I •(• Ma..
<br />I I ON SHEET 3)
<br />CONCRETE ANCHORS I - �, I.
<br />9
<br />n ♦-_
<br />i
<br />I (SEE
<br />PANEL LENGTH I TO CLASS.
<br />SCHEDULE I(SEE SCHEDULE
<br />I PANEL LENGTH
<br />I ( SCHEDULE
<br />(SEE SOEDULL ON I 1 _..O
<br />SHEETS 9 THROUGH 14'
<br />R V
<br />!
<br />ON SHEET 3) , - .- -
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<br />1 /•'-mIH• ILL ALL ./ NUI
<br />CONCRER 11. t
<br />REWIRED. f
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<br />CONCRETE ANCHORS
<br />, (SEE SCHEDULE ON //,/
<br />J
<br />- -- - 1
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<br />. • 12 ,/Y at
<br />` 1, min -
<br />/,
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<br />SHEETS 9 TIIROUGiI 10) "
<br />W/ � ONLY EWOi 50UD
<br />_ _..KTDEHATE
<br />LEG LOCATION
<br />'�
<br />-.�
<br />SET ! G1lX-N
<br />ARE USED k W/ WHEN' ._
<br />EXNSfING POURED CONCRETE
<br />ALTERNATE CONCRETE [X15�NC POURED CONCRETE
<br />ANCHORS ._..OR
<br />CONCRETE ANCIIORS
<br />ARE ,'
<br />OR OONCRM BLOCK
<br />REQUIRED.
<br />CONCRETE BLOCK REOUIRED,
<br />STAGGERED W/ S'TL6..
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />HiiILRAL JtT MIL-1 J!!Ee
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<br />7(Ifd NIJKit
<br />WALL �
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<br />a".
<br />.... CEPS ....... i
<br />•
<br />FLORIDA BUILDING CODE ton High Velocity Nftu can! Zone
<br />NOTE FOR COMBINATION OF SECTIONS:
<br />E.D. - EDGE DISTANCE
<br />(SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 d 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />i 0. 44167 ; =
<br />, =
<br />#: * * s
<br />9'., STATEOFCa �''.-__
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<br />�'• �' (OR10T`!
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<br />NAN
<br />ellmo "Ll m..n 24 GAGE GALVANQED STEEL STORM PANEL
<br />IL E C O INe GLOBAL PROTECTION PRoouCTS. LLc.
<br />MAXI, "_ 6+ 6TAEET
<br />O°"r•2'�'•
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<br />INSTALLATION DETAILS FOR REGULAR PANEL C1� INSTALLATION
<br />INTO WOOD STRUCTURES INSTALLATION DETAILS FOR REGULAR PANEL n1 INTO WOOD
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />• - - - -i --- -- -Mb - - O -_--- _ -- 1
<br />: ) SEPARATION ' 1
<br />WOOD ANCHORS (1' TO !
<br />ANCHORS I.OGI 7lONTE (SEE SCHEDULE ON I ,/.Y-a,• I - - -(sEE SCHEDULE -.. I p5H-A,• ALTUWTE LED
<br />CONCRETE ANCHORS -(SEE SCHEDULE ON SHEET t t) O ¢s,.tLII ,•M eoLa I ON SHEET 3) i z B,%Ro 4'118' (MBn.) DOS' WOO -. - - - . � LLX'ATION
<br />EXISTING POURED CONCRETE _ _ p_
<br />�A9 e . ,/.• oc I _ 1 ' AIRED. S7RUCTUIFAL- .
<br />(SEE SCHEOAL ON FJaS'DNG POURED WNCRER SHEETS 9 11IR000N 10) / - I, - :_.-._. --`A- - f- EverLINGimms, BEAM REQUIRED
<br />OR CONCRETE BLOCK / CONCRETE ANCHORS �� WD I
<br />__. OR CONCRETE BLOCN REQUITED . , ? / - _ _ 1 E%Sn ) T�/9{X/� 1 PNEL LENGTH REGISTERED ENGINEEREDOR - - / I �I
<br />E1USTING POURED - _ CO, L nON7E LEG , WOOD HEADER Al WOOD ANCHORS _ _ I I GLASS I _ _ _ _ N i . _ -� (SEE SCHEDULE ARCHITECT PRIOR TO SHUTTER ' ' � Ii 1 ` / . ,�i nl " [ )
<br />Cn -6-11
<br />_ - - - L__-_- __ _ _ ADEQUACY OF EXISTING WOOD rE9 fr-- EO may' -Rri
<br />SHEETS 9 THROUGH 101 OR CONC. REQUIRED. ._ _ `
<br />CONCRETE REDWIt`D % (SHEETS 9 THROUGH 1 - O - ''. (SEE SCHEDULE ON I t1�1 - f ON SHEET i�FOR PI$TALIATION.
<br />ri./ / - , 4'1,' HQ ,IMHNR 1ITAD / SHEET i t) 01
<br />/ / //� . // / . to - mw / 1 1 2' 1 4• .. 1 ♦ -_.. __ $PACER r, _ _waoD ANCHORS ALTERNATE w00D Nid'gR5 _- I• Nin. -- �'/LNDOF SCREW 011 (D =
<br />,'� /,��j I- _ ---, -1 MAXM. - I ���4 SEE SCH ON SEE ON _ . EO-,-EO- ---
<br />-/ 1 4' ;/ / / 1 / ) I I I �DIJIE SCH�DUIf L / •-
<br />/ ® li. Lam ra sun a �% /Y 1 a• / Q SPACER �i a T SHEET 1, n I. , • m,• srai Aa../ Nur
<br />__ // ,N'-A,' Ss !S W/ AI, % -... -- I �'TN I - �/ Mo. " -L 1/2' ! T I/Y 0X.
<br />1 1 -- _.- THAT!.. _- E (SEE SCHEDULE ON /. ' _. /2• _. H : // 1 (_..- - -- - i ", _ Ih+ I 1M ;' I ED! 1 1 MAX MIOW HEADER M"" I /2• ---- -
<br />I
<br />CONCRETE ANCHORS / • ,2 , at i WOOD HEADER _ '
<br />1 RED RED ' I - _. - ---- __I --- _t ' - - - -- -
<br />1 ! ) 1 / ,? 1 Aly 29.1• / / ,'/ 1 ! LLLd,' I i,I I (D EO .x C I 1 T- - I REQUIRED y' //a'.-26,• --I
<br />SHEENS 9 THROUGH 10 . E.D.- _ T+:R.,9LDI f�R\1 L HEM .INNS I / .L. YOX. I 1 , �/�E�}
<br />1 ll i Co. ,. ,i I Q 1/P o.c / ,% // � I ' , 1 I 1 - _. __) _ ____l G1A55� �% i W • %.hoc w�
<br />1 1 / ..") jj` /// ./ /�// 1 P+WEL LENGTH I r __0 I' MAX. LONG ALLUMN SPACERS O 12 1/2• 1 1 1 IY000 ANCHORS r y_ An I 1
<br />Exi 1 -_ E D /j/ 1 / /'/ 1 ( SCHEDULE 1 I ! I �•J O.C. (SEE TABLE I I ON SHEET 11.) E 1 (SEE SCHEDULE ON ' Y;n I
<br />G ! 1 {{ , {'.-1O,' �'! % ' ® I 1 T min.SEPARATION I FOt ��qAp(]� 1 SEPARATION 1 � 1 I •L• MAX I SEE NOTE ^ SLOW FOR UMRATIONS FOR 1 �. I SHEET II)
<br />E _ 1 ..6 a,� / % / I I TO GLASS. 1 O 5, {.- 70 GLASS. I PANEL LENGTH I 1 PANEL LENGTH + /2• LONG SLEEVES. .E65EPMAn(S TO I O ® I
<br />0 (UE rOR WVC n. ON in GIASS. 1 ,/a'P-g.,• I (SEE SCHEDULE 1 1/.'.-2at' 9 d 109 1 (SEE SCHEDULE 1 (SEE SCHEDULE 1 1 (SEE SCHEDULF I HE ( I q-At• 1
<br />1 I LHgN DiWN1 7.47 1 (SEE
<br />SCHEDULE DW I sa lats r i ON SHEET ]) 1 - Ar' ¢A� �A�1 ON SHEET ]) ! ON SHEET ]) 1 _ I ON SHEET ]) _PANEL MATE FEMALE O OR PANEL MATE 1 ON SHEET ]) 1 saT-s WZQ� I Yin. SE7•A.RATON TO IAASS.
<br />1 1 'I SHIER S7 _ __ 1 p A - (WE FOX! N.6 ,/•'W-s!"' I PLUS (SEX SCHEDULE ON SHIEST 11) _ /�_ _ 1� o•"� (SEE SCHEDULE ON SHEET 'l' MAX. � O
<br />1 I • PANEL LENGTH l -.. __ /A IBWM O.CI r� f IAOWA� 1 1 I r I ,DYH OSIH 7'rl I 1 A 0. PANEL LENGTH 'EL LEN ( , ILLS Np, rAWBL •L' Ya.. 4 ♦ - j�- - I I SS 1 - W H I i i .. f ; (INs[aFa RW¢ f• s[ I ss wLn
<br />SEE SCHEDULE 1 F LDa1N Ga r-1U PANEL LENGTH 1 . 1 1 I ' U Yin. 1
<br />SEPAATIO/ I r� ON SHEET 3) ( 1 (SEE SCHEDULE fAA55 I _.. , - GLASS -I I PLATE REWIRED 1 ... ... - (SEE SCHEDULE E%PANEL LDICTIN ISi1 ,L'
<br />L 1 ( 'a I I I 1 1 IRE wR RYa 1 SEPARATION T 1 _ _ - - y i (ut 1011 R.4 (SEE SCHEDULE
<br />1 7 � IX L ON SHEET 3 EtSTIyG,-I I _ -- - - ) Ex15TWG 1 1 IDWIN OIII r� EXISTING- I TO G1A45 I 2'.4' WOOD _ _ ! _._I.. -- - i 1 1 - '" r-a•) ON SHEET 3)
<br />TO GLASS, 1 -- `/ I A-- _ y 1 I A I -(SEE sc1EDULL -. I --� --- i__ _ ON SHEET 3) GLASS CL
<br />^B1 aLAss ( --_ _ ; - -- T� cLAss ! I I ON SHEET 3) t .. DIRECT MOUNT W SPACER � t T---. -
<br />ICL
<br />(sN SCHRDUF I 5 _-_- -'V_-. O I I � - 1 - 1 _. _.{_-_�
<br />1 ON SHEET ]) I OF x f 1 of t' I I-..- f-- - T---.- 1 Xk I ALTERNATIVE 2W I E -,.. - �,_ J
<br />I ( MAX*U)
<br />'^`} /i /f MAX./ %,
<br />Y / ', SPACED I i sox ! I O 12 t/z• O.C. 1 I `0
<br />I 4 4, _�_ / I I 5DR 1 I I SEE TABLE I ON SHEET ii FOR MAX. PANEL LENGTHS k I I OF •L• I 1 V1 //1 TI1/ / / I //-1 - ij 1 1 � (� � (--I I-_�/ SCxE ]/e.t' I 1 SOt 1 �.
<br />1®E.c / I �� OF 1• I i _ I MAX. A3.D DESIGN LOADS FOR THIS INSTALLATION. - - NAY. 1 E I O 12 1/2. 0.G _. - I I ED i/J LENGTH I 1Wf I Of T.' ED _ 1 1 _. 1 -
<br />I I 1. 'K !i I ,--T I IE 6i) MAX. _ _ e u / O.C.- _ 1 _ _ !
<br />- 1l L-�j 'L`7I ED 11 (D
<br />1 -- --- - ----- N
<br />.� ---__ I ,�.. `.-� � _3 }• � O 12 //2' O.C. EO r
<br />I 1 1 1
<br />t 2'
<br />NO nNISH:
<br />W ' f i V.• 0.c. , I L- I I -- -I AUbRC6 F 1 EO -" I/ ~w'WH. wX`S
<br />:: CONCRETE ANCHORS / CONCRETE ANCHORS _ _ _- _ ., __ 1 -.. c
<br />EXISTING POURED \\\\ �'\ (SEE SCHEDULE OF / (SEE SCHEDULE ON __7 -1 �O 1 WOOD ANCHORS 1 I t W•• !.+/a'A
<br />' \ �\ , \' SHEETS 9 TIRWCH 10 /� / ® SHEETS 9 THROUGH 10 - ' _ 2 1 LONG MAX ALUMINUM I- - I I 1 - I # # ®.
<br />1/2
<br />CONCRETE � , --...,..\ \ \ RAGE OF WALL OR SUB ) ) - �• - t 1 STAGGERED W STUD ._- _ _.., -. _- -_
<br />RECKONED : \\ �/� UT SPACES e 6 1/4' O.C. VNID FOR EO / -
<br />7/4' \ (WT. CONDITION) - i. N-L E SO0 LOWS AND PANEL 1 a (SEE SCHEDULE ON 9AEAI M WY 9[ t ,/2' UXD F. - '...'
<br />O
<br />CONCRETE ANCHORS_.. \\� �/ T TIER BLOCK OR CONCRETE BLDCX EXISTING PO4JRM CONCRETE IETIGTIIS PER SNFFt J. 2'X4' WOOD _�4, #N1: (1) VAR REEM ROOF M M (n6 ONE
<br />MMMC ION HWH ANH'S�• W� _._.. - - DECK REOILRED TOURED AN
<br />IX511NIG POURED CONCRETE \:/ _ -
<br />ANCHORS ?
<br />i SHEET f 1)B"M 2'a4' WORD PULE WD00 ANCHORS
<br />L
<br />ff REOURED. 1' MAX, LONG ALUMINUM SPACERS • - _.. I I LLWOIEC HD9HIT CINENRY IODWED ON e1SIT 1t). ON
<br />1(..7`I
<br />(SEE SCNEDULf ON -� t2 1 PLATE REQUIRE WOOD ANCHORS 1 (SEE SCHEDULE 0P1_ . __ 3/4• (�SC11)
<br />- E.D - - - /2' O.C. (SEE TABLE 11 ON _. ,' NIL tEPAWWnON TO GLAIs ,rIGIpAWm 2'Y4' M'00p '
<br />6 WOOD
<br />_-_ SHEETS 9 d tOJ I I SHEET 11 COIaIID WAR! AS no D R®I- TO I/4' . I `� - -' .RUTE REOINNED (2) AIR'LIORS TOED ) S oaWE VA M AMINO wR F091E .0 a SPIFFY 11)-_---.:. -
<br />. (SEE SCHEDULE ON (PLED W A9D OEKIN rR[891A4 _... _ _ _ ._ -. PANLL WR MMEC !MIL E ENdm MAXIMUMV A 6 t/4. D.C. I _ -'
<br />51EE15 9 THROUGH t0) STAGGERED W/ STUD
<br />- ()re S A us1IWc,Iox FIIaY 12 1/7. O.C. L4HICIIG AUDrm a i
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