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p Y1N1WfM1Al AS.D.
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<br />Man" �1 T"
<br />ECYION6-
<br />Iw 61aT v+FJ
<br />C]EE�
<br />0
<br />CW-pFON
<br />$
<br />.66.0. -7"
<br />70' OR LEA
<br />2 gills'
<br />O OED •
<br />1% 2'. Y. 19F.
<br />1'W A 3•w
<br />.66A. -75.3
<br />70" OR LESS
<br />2 7/a•
<br />OXTED •
<br />A' 6 4YI
<br />• BOITm W/ t 1••-2a13 4- S.S. MS. A ill~ AT OVERLAP • 4011 OF PANEL LENGTH
<br />I,CASGIIED OF PAWL
<br />I Tr •. ,N +1 •;; ..1 _ /.1),H I,I • A:+ . .:,71 • 11[-iii• 0 'T 1.. :4 IIJ .I -I'
<br />MAXIMUM
<br />A.S.O. DESIGN
<br />WXMM ANCHORS SPMJIC FDA E. 0. - 1 1/2' -
<br />APPLXk%X TO
<br />mrnm
<br />, ONJOWIM /
<br />GI 1NON
<br />AARMNM PANEL
<br />LDg1H -L- tM)
<br />PRESSURE
<br />A47
<br />TAPCONS
<br />CALK-
<br />PWOAMAa FEMALE ToPMi1AIATE
<br />TINS
<br />ro C0H1OEa
<br />TO ccwcRm
<br />BLOCK
<br />To IXXPCEtE
<br />TO CONCRETE
<br />CONCRETE
<br />KM
<br />TOTO ,brMp['1[
<br />12'
<br />N/A
<br />12"
<br />N/A
<br />12•
<br />N/A
<br />12•
<br />N/A
<br />V ! 2' (TOP)
<br />11'
<br />3'4
<br />to'
<br />3•
<br />5'
<br />4•
<br />5'
<br />4-
<br />1 BOTTOM)
<br />12'
<br />3'
<br />12'
<br />S'
<br />B-
<br />6'
<br />8•
<br />S•
<br />E (BOTTOM)
<br />SERIES 1 ++
<br />se.o.
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2'
<br />1T•
<br />2• (Barrow)
<br />-7s3
<br />7'
<br />N/A
<br />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 />1Y
<br />NJA 1
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />4' (TOP)
<br />12'
<br />6-
<br />12"
<br />9 t/2•
<br />12'
<br />tl' 1
<br />12'
<br />11'
<br />a' (BOTTOM)
<br />P UNTIED 70 INTO P.4.1. AS.O. DESIGN PRESSURE RATING.
<br />e SEE 04UT 26 FOR ANCHORS ITPE Y SPACING FOR *WALLOO S INTO ill=
<br />FRAME BUILDING.
<br />MWr11M MOM SPACINGS AND Mr W EDGE DISTANCE ARE INDICATED ON TWO
<br />SCHEDULE. FOR EO LESS TWA INDICATED ON WEDLAE REDUCE AND" WPACNG
<br />BY W LT tYN0 SPACING SHOWN ON SCHEDULE IN M FOLLOWING FACTORS. FOR
<br />THIS OPwOCN TO E POBSKL MMM VACINIS OVARM USING FACTOR
<br />MDT E LESS THAN WHAM SPACING OWATIM FOR EACH ANCHOR TYPE AT
<br />NNOIDAS umm
<br />AOn10R n1E
<br />_ 1/4'.
<br />1/4.
<br />PHI -
<br />_ 1/4'.
<br />1/410
<br />TAIC6M
<br />IMULAIII
<br />GIX7N
<br />IM. mmisom OVO4W O•)
<br />2
<br />1 3
<br />2
<br />Sip
<br />MOnsM1Iu OreM. OW)
<br />3
<br />3
<br />3
<br />3
<br />W.�
<br />3
<br />3 1.
<br />3 to
<br />4
<br />A{NE tAt t
<br />Rww
<br />I tilt
<br />-!
<br />_
<br />2,T
<br />-
<br />-
<br />I se
<br />t
<br />I Isc
<br />-
<br />I Ile
<br />1 43
<br />TAP
<br />IE
<br />1
<br />V
<br />•} REOlIRES MaII. DISTANCE BLTIKFN OORTIDM OF PAR
<br />AND CD TO TO BE 1/2' MY
<br />FtFO
<br />++ RWLM Mac DISTANCE BETWEEN BOTTOM OF PArEt
<br />AND ® TO BE` 3/ir S/76'
<br />110,
<br />COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-17
<br />_-15.125' (TOTAL WIDTH) - - -- _.. - --__
<br />' -- - 2 16r-- -
<br />-lor 1 1/4•F20,3/1•
<br />7---- -- .._ ----12.30D• (EFFECTIVE WHOM).- ---- - - - - -----' (---T ,0 7W_ - _ SS Sm mw m
<br />C'' 6 1/4' (7YP.)-- - -- . (- ., .374'--. 125C ANOE a 6 1/4•
<br />- • 12 1/2' O.C.
<br />(1.soo' 1 230' OBB•..0,
<br />�.,.350• .- - 1.SS0'J. .- 1.350 - TOO• .186=.. iI � (WY E A==
<br />I
<br />•� l
<br />F._-_.-- __ e4o• NISe-
<br />✓ - '^h F DOB•.
<br />A I�9'�?
<br />.2l0
<br />h?A].375•
<br />I.671- �41. -!R
<br />�'
<br />1 9ALVAMim 57ER V �,
<br />ASM AM TYP. I - . : 4S• 101Y �---�y�S I
<br />2�� _� L 1
<br />CRAM 8D M9w{M _
<br />S. t 25'
<br />C-50 GLLV. - EDGE / I 1- .. , �. (`1.5w• j .125' 1
<br />"-' OCTAL A
<br />© STORY PANEL I- - - - - - - - - - -- - Sis• _ L-?rm.) (TYP.)
<br />_ L-_._l -- - i
<br />I.)5p---1.350- - DRAHL A� - 2.000--.--
<br />PANELS SITYLL E 06TALE0 ALUM - 2.38r - -
<br />FROM WOFAT
<br />e wn 2O AIN. HEADER (�) "I TRACK () ANGLE MR STUD
<br />ENDAT
<br />/ OF PANE E 0.024• (Mtn.)
<br />SWL/S CND LIP m,-T GALVANIZED STEEL
<br />►/ PElINEt) EDDe � 1 •
<br />i �- ID.os "
<br />g-PANE
<br />133-jU --- a 0- -2-=7-0T-
<br />I 0• 1
<br />`- ` '•.e2s , o.3n, . , ,.... 0.250Y
<br />:- _- l �D130• �� -, I .07• 0.625. -- -- -- --r ME700• ( -
<br />.i
<br />I .- -
<br />22w - 1 ISOMETRIC VIEW DETAIL A 13.4 t "i_ / -
<br />E
<br />( _.1'�'! RWNOED 9 EN- DS OFI PAMEX'S 1 . Yw .OIm'
<br />`..-�:-
<br />UC PPiill/ HEMMED DGE. 1 .12S'
<br />1--2.376' - --^ (N.T.S) .375'
<br />.-- 1YP. sormm
<br />�• 1
<br />7
<br />x 5oD' (- _ EDGE or PANEL
<br />3.750• .wt• 067• -m5) KEY HOLE WASHER (�) M HOLE AT PANEL
<br />072, (-.) ' L 3105-NI54 ALUM. ALLOY
<br />L174- B R1 _ _ _ ' •SEE SHEET a FDA ADDITIONAL-
<br />- .750- - .613• UWTAWOM E SLEEVE LENGTH S I )'.
<br />_1
<br />11 .091' �L/S• 125' t- ONLY VA1D FOR WTAIUTOG M0
<br />WODD STRUCTURES
<br />1.250' L .375• O SLEEVE v 2 1 A I N --
<br />A. ,2e•-
<br />1- I M". LENM.J
<br />- -
<br />-.193 125• 2.000---2.5411 ---- ,.Ile' _ (Tm.)11
<br />/''�)• oso •(1
<br />L
<br />iU CHI.)
<br />L
<br />REV. "HMI H ADER O 'U" HEADER t_I"
<br />} -_WIN to
<br />- 2AK0
<br />w MA I
<br />® SUIEVE
<br />LENGTH AWLE'_p_�-�y pAAEE� LL�S2/.
<br />© YnINFFW.. 11 Y2L�LJ=K F�L7iIi J]YEi72-
<br />.J74• - .....3.000' -_�.- NMI -TO ALLOY
<br />� ,,zop• ,R ,, A. Tf(l/.p (1 1/4' WIDE)
<br />I' _T' "i L----'--_. J .OBEY .'iN P. '' ••• ✓ (USE ONLY FOR E-Z FANG STORM PANEL
<br />955• w7o• s7s 08vevv2" : I Ji �CENS�. ..•. L SYSTEM) 6053-75 ALUM. ALLOY
<br />1.671' - 1 2ono' 1- T s ? ) 1.i25' - .eao 2 �{/{J i No. 44167 FLORIDA BUILDING CODE Non High Wloe( Nurrkom Zorn
<br />t• I� 123' !4, 3. , -ABM • ®MN. L- -{j � . a694 tt,ma Pc.
<br />CAGE GALVANIZED STEEL STORM PANEL v.
<br />ON, - 24
<br />2or 1750'-m. STATE OF ;' aWN n.
<br />I'__ 1.
<br />RYP-)
<br />- 2.DD0---- L_S _, t BEE - - - wN �'g � o o�:G�a IL ECO INr. GLOBAL PROTECTION PRODUCTS. U.C. ""M"'°
<br />AL� N00 S.W. N SIFT
<br />• d'/� h "'T it - R - YO WNr - A sn. MAL FL avM 20-175
<br />INN`
<br />1© BUILD -OUR 'F'' ©4 �LD-OUT 'FIN TRACK 15 Lt S�i WASHERED WINGNUT / LLYA F = . a•Qo�;Y,w m-,WI nOc DR1)4.9�,tM4 MR C04)OM7p
<br />r
<br />'It n.1 �.,WI, OIIPwNr TIP
<br />TRACK ANGLE (ZAMAC 3 ALLOY) RE WRITER A r- Pt Mis 4MET 2 - N,
<br />INSTALLATION
<br />INTO POURED
<br />DETAILS
<br />CONCRETE
<br />FOR REGULAR PANEL
<br />QR CONCRETE BLACK STRUCTURES
<br />ALTERNATE CONCRETE
<br />(I-)
<br />ANCHORS LOCATION
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON ..
<br />EXISTING POURED CONCRE�_,
<br />-eAE $Dmx E ON
<br />SHEETS 9 THROUGH 10)
<br />EXISTING. RNNJRED CONCRETE
<br />0R CONCRETE BLOCK
<br />SHEETS 9 THROUGH 10)
<br />OR CONCRETE
<br />BLOCK
<br />REOUHRED. �
<br />EXISTING POURED
<br />REOUREO.
<br />-0
<br />IT"LOCATION
<br />TENYTE LEG
<br />;1 �
<br />CONCRETE AHCFI0A5 /..
<br />CONLREa REOU6EY
<br />(3CC SCHEDULE i�71
<br />SHEETS 9 THROUGH 1
<br />3/1
<br />L/
<br />)2•
<br />/.%/. �f li 1r • �� I1/4'
<br />`l9 ' lftl WHIOR 78t xwo a ( t /
<br />- WX. CONCRETE ANCHORS Al
<br />-- _ - ---) -----
<br />�-
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<br />T-
<br />(SEE SCHEDULE ON _ ,
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<br />SHEETS B THROUGH
<br />10) I //
<br />I t 41-]OIfM ett1W
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<br />,I I t•
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<br />EG5TNID��
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<br />(X
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<br />1 ON 9EET 3) 1 :' -o w oAa� SPACER
<br />1 1
<br />1
<br />3 N PM1EL IEAOM
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<br />I A,ss
<br />I - SHEET 3) _.IV __ , 8E Fa
<br />'._ - I IHlw, M1W1�
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<br />-
<br />-:.-,�AV,-_ r.. _
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<br />I �' KA
<br />I E; ---- 1
<br />1 - - -_ - / "
<br />CONCRETE ANCHORS /
<br />EXISTING PWFEQ .N \ (SEE SCHEDULE ON �,
<br />cow�, " �X� ': EDGE OF WALL OR BLAB SHEETS B THROUGH 10) �
<br />cow-
<br />-
<br />�.
<br />ealD
<br />w 4 tilt oA
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<br />__-_ 1
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON - - - J 1
<br />SHEETS 9 i7•NXUGH /0) - !•- .-O2 1/8- LONG MAX. MAM UM
<br />SPACERS • 6 t/4' D.C. VALID FOR
<br />REQUIRED _-E,
<br />S/a
<br />.. (MITT maul N)
<br />/ i ;_
<br />y �'!
<br />EX6TNG POURED CONCRETE
<br />ALL DOWN LPAtIS AND PANEL
<br />EXaTra PO XIn CONCRETE PER
<br />CONCRETE ANCHORS -
<br />SMIEVULE ON
<br />.
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<br />�L coHCRETE BLOCK
<br />REQUWED.
<br />LD,cTns sFErr ].
<br />OR CONCIIIETE
<br />1' MAX, LINO ALl1MINLM SPACERS •
<br />BLOCKCM
<br />SHEETS 9 THROUGH 10) -. _"
<br />LO - -
<br />t2 t/Y OC. (SEE TABLE /1 ON
<br />SNEER 9 N M)
<br />SCALE 3/8-1•
<br />NG
<br />SCALE 3/8-1'
<br />WALL MOUNTING f 01RECT MOUNT W/SPACERS (9) OR6
<br />SCALE 3/8-1-
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<br />��R A: T!(l/lr
<br />a4:'•VCENSF'-e,
<br />/
<br />FLORIDA BALDING CODE Non High Velocity HMrrkom Zone
<br />44167 g
<br />Mc 'A.
<br />am 7L-0° 24 GAGE GALVANIZED STEEL STORM PANEL
<br />e
<br />_ NOTE FOR (:06ABB6A TION OF _E_�1L�:
<br />E.D. EDGE DISTANCE
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE
<br />= -
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<br />NIL. E C O INC. Wm e... 61 S1wa, N G.I2:
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<br />SHEETS 9 & 1D}
<br />COMBINED N ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />LC•
<br />IO '...... �1
<br />20-175
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<br />INSTALLATION DETAILS FOR SERIES 2000 do 1000 E-Z HANG STORM PANEL n
<br />INTO EXISTING WOOD STRUCTURES
<br />/4'0LAG SCREWS a •' O.C. W/
<br />'/2' NH TINFADm FDCMMaI - 3 WIT. x'..' VI)00
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<br />Wn (1) ]'N �• 1st. , 1/2' Mn THNTAM PDeTR11TION WIT. (2 2 I 1/Y MIT THREMD[p PENETRATION
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<br />I INSTAUATOOS AE ONLY VIVID FOR BUILDINGS WITH AS D DmGM LOINS INSTALLATION ALTERNATIVE 4"W
<br />1!
<br />TO 3"W SCALE t/r.1•
<br />UP +66.0, -75A Nt AMC PANEL'S LEMON UP TO 3"-t0' U,pMpMFNN....TERNIATIVE
<br />IN[ - �`•'Iz A: Ti("(n/F% SCALE 1/4 -1
<br />2 fTM NEw WOOD FRAME CONSTRUCTION MOOD MEMBERS ro E SOUTHERN
<br />PRE NP, 2. W/ SPECIFIC DEIST' OF 0.55 OFT EQUAL .• , -
<br />�' VO Sec ,9III
<br />• FLORIDA BUILDING CODE (High VelocityHu rr "no Zone)
<br />No. 4 _ mo2w TARW..c.
<br />71
<br />SEE sPEtnu Am REauw,DF:s FOR L Or sroP 6w CRl Al TOP A9 = * j * = sD DARE GALVANIZED BETEL $TGRM PANEL DWaeI F
<br />Wall AS PNEL EtJ COHw(CipN ro T11,GK5 ® DR (SI I,T BOTTOM. el%M ON AMC -
<br />- �_
<br />SER,LS SETTEE ] -
<br />OF ,000 a moo .arAUAT W T; oM a AEOtAPm i 9: STA OF (, .i
<br />_ - �` GLOBAL PROTECTION PR�UCTS. U.C. x
<br />MNTF r,s rvW._N._Y].w GI A__. ALTFIWATWE TOP N[ADER WOOD FRUL� ".... ,
<br />T, . Fto D► T - IL E C O END .ND S.w. B, S"W
<br />'(T\ %
<br />•• •- .
<br />^;7-- nwr a 1w AMA oAVA, ti 3711• 20-176
<br />9
<br />10P A BOTTOM GNN R ANY S/cry E��V / • - R. r W aAol n t41r POE_ (,AWXm A-Tsr. FA2: (n.)eN-aM7
<br />cDA•1NEa N hp ! P.e.. W nI.,Y. A. OWt m-,at, M M..
<br />SUIT A Y HMS LUA
<br />IIAT TO 9UIT ANY HRSTALLATGN. SIGNAL"A.. 1' MA 2.,
<br />M,AAI fA-4OO•TIR ««
<br />NO,E S M IRK TRACKS MDT SHOWN FOP YARRr PE 9EAL/SO„•I.W/IM1E AYI,Ew A ILL, Nt Pl _ _ _ •1•if Y - w
<br />41 >' 1
<br />MAXIMUM PANEL LENGTH
<br />"L+' OR 'L-" (It.) 0
<br />MAX*" AS.D.
<br />PIES DE TIMING
<br />(P.•.T.) (4 a -)
<br />CORD" k WOOD
<br />INSTALLATIONS I
<br />L+
<br />,
<br />200
<br />12'-0•
<br />121-01
<br />zs o
<br />W-0•
<br />I r'-S
<br />z110
<br />E•-S'
<br />W-S•
<br />AO
<br />10•-10'
<br />ro'-W
<br />400
<br />r0'-I•
<br />9=61
<br />410
<br />9•-6•
<br />1-1.
<br />_
<br />Sao
<br />9•-r-
<br />e'-4-
<br />_
<br />ss.o
<br />e r
<br />e1-0*
<br />ORO _ _
<br />Sao -
<br />_ I 3
<br />6 o' -
<br />7'-s-
<br />Y-7-
<br />7-_4'
<br />_
<br />70o
<br />r-o'
<br />)s.o
<br />r-s'
<br />I It TO'
<br />_
<br />80a
<br />71-21
<br />61-71
<br />65.0
<br />r-0•
<br />61-31
<br />90.0
<br />6'-91
<br />W-z•
<br />05.0
<br />6'-9-
<br />6'-01
<br />IMAV
<br />6•-3•
<br />5'-rl•
<br />FOS.O
<br />6'-31
<br />3•-9•
<br />110.0
<br />-
<br />3•-7'
<br />I130
<br />-
<br />S'-6'
<br />119s
<br />s'-5
<br />T•T1
<br />.LPL•
<br />PANEL LENGTH
<br />jM�XIMUM
<br />AS.D.
<br />N
<br />,x -)
<br />CONCRETE ! WOOO
<br />{RATING NSTALATXMS I
<br />Ls
<br />4
<br />Eno
<br />Tr-.
<br />I]'-o-
<br />210
<br />W-I0•
<br />W-r
<br />ADO
<br />II' -a'
<br />to.-7.
<br />.A.O
<br />Io•-TO'
<br />6'-e
<br />49.0
<br />9'-61
<br />91-2'
<br />o
<br />"-I-
<br />8'-71
<br />--Ma
<br />50.0 -
<br />- a'-r
<br />a_-7-z•
<br />SSO
<br />a'-J•
<br />r-r
<br />boo
<br />6'-a'
<br />7'-5•
<br />bs.o
<br />7'-6-
<br />r-z•
<br />1D.0
<br />r-S'
<br />fill,
<br />750
<br />7•-2•
<br />V-so
<br />Sao
<br />r-o
<br />V-5"
<br />0.0
<br />,-a-
<br />6'-J'
<br />Sao
<br />6'-6•
<br />6'-I•
<br />93.0
<br />6'-r
<br />5'-10-
<br />100.0
<br />6'-J'
<br />S'-r
<br />Ioso
<br />6'-3.
<br />S'-4'
<br />110.0
<br />-
<br />1 s'-I-
<br />113.0
<br />-4
<br />•'-10•
<br />r19.s
<br />4'-s-
<br />MWRWA1 SEPARATION TO CLASS SCHEDULE
<br />MAXMIMM
<br />PANEL LENGTH
<br />WIND SPEED 4 170 m.p.N
<br />VOW SPEED > 170 m.p.n
<br />(HOAR
<br />UIIREmwmm
<br />I RESTRAIA:2
<br />19nE37RAINED
<br />RESIRNNED
<br />30 OR LESS
<br />I .
<br />1'
<br />6'
<br />6 1/4-
<br />>33 TO 90
<br />1•
<br />1'
<br />7 t/I'
<br />7 1/2'
<br />100 to 145
<br />I.
<br />1-
<br />7 1/2-
<br />7 I/Y
<br />MINIMUM PANEL LENGTH fin) FOR A GIVEN MOUNTING CONDITION
<br />-
<br />t.ss
<br />rka=A
<br />o
<br />TOP
<br />IWELi
<br />I.
<br />U.
<br />F
<br />Mor1DT
<br />MOUNTWADER
<br />HEADER
<br />AIDLE
<br />TRACK
<br />=
<br />amm
<br />_VAC_
<br />-
<br />DIRER woUV1
<br />46'
<br />]2•
<br />32-
<br />35-
<br />W
<br />SO-
<br />50'
<br />4
<br />I.S'Xt.5' STUD ANGLE
<br />]e•
<br />SY
<br />32'
<br />3Y
<br />42•
<br />36'
<br />]6•
<br />B
<br />T' TRACK
<br />55'
<br />]2'
<br />32•
<br />4Y
<br />67•
<br />60'
<br />So.
<br />t
<br />kiou
<br />W MOE
<br />50'
<br />Si'
<br />32"
<br />38•
<br />6O-
<br />56'
<br />S6'
<br />i
<br />SO'
<br />32'
<br />32"
<br />m-
<br />1 so,
<br />I S6•
<br />1 S6'Jij
<br />2/4
<br />]- WAX ANCHORS (SEE SCHEDULE ON
<br />1' MIN. j .- _ _._- 91BEf5 a, 10 &I t)
<br />ND o
<br />I T-I-- I- I'rn--T-r-r'T--T-,_-rT
<br />*1/4, 3/4. 4/5, 5/5 & 5/5
<br />TWIG. 211111/6, 3w k 4W/7
<br />3 MAX
<br />T--)r-T-T-r-I-T-T-F--I-T (- H
<br />or 1 4 t I ii-11-j"'LL_1 I, I I _ ,-- - i ._ � � I
<br />-,--- - - 1- (_� _ _j T
<br />�
<br />__i- - - - i I A e
<br />�I Tr
<br />I I I
<br />UNBOLTED PANELS I BOLTED pANELS w/ 1 '"i 1'
<br />(SEE
<br />SECDCABLE) AF I I j 5 L MS. BOLT W/ dIS EA OVERLAP
<br />I.(E 11I 1ICd
<br />l1 Ii IW i1I 1 IIIlI � I, 11 1 I i
<br />D. M.. 3Q.®, Li - I. -• - --- ct - - o o - 211 - - --+
<br />_1 _.J
<br />Y WAX 1 L
<br />.1, MINT 2/4 1 /4, 3/4. 4/5, 5/5 & B/S I.
<br />M'
<br />iW/O. 2W/B. 3W/7 R 4W/7
<br />._ ... _-__-AWICH10R5 (SEE SCHEDULE ON SHEETS 9. 10 611}. - - -
<br />REGULAR STORM PANEL 1 ELEVATION I/4 M4, GAP
<br />2.wr N.T.S.
<br />(LINT CNGLAP_=1 Vi*.E WLLEY) ^�-
<br />G"° rO SECTION A -A ��
<br />N.T.S.
<br />all)
<br />NOTM
<br />L+; MAXIMUM ALWWAAC MNR LEMON FOR A GNEN POSITIVE A5.D, DES" LOW.
<br />L-: A" AWLONOW PANEL LEMM FOR A GIVEN NECATAE AS.D. DESIGN LOAD.
<br />(2) PROCEDURE 70 DETERMINE wmm PING Loa"
<br />GIVEN A POOTIVE ASD. OEM U AD. OCTDrAM WRRAM PANEL LENIM'L+' FROM SCHEDULE.
<br />GIVEN A NEGATIVE ALSO. DESIGN LOAD. DEMUOR MAXIMUM PANEL LD08H 'L-' FROM SCHEDULE.
<br />FINAL. WOLAM ALOWABLE PAM LENGTH IS LDUAL 70 M MEOW DE VWM PANEL LDI m
<br />E1wEEN 'L-* AND *L-'.(3)
<br />SEE SCHEDULE BELOW FOR MIN. PANEL LENGTH FOR POROSITY QUALIF1CADON.
<br />i' OWAL T10M5 KM WOW ARE UWM TO t 95 Pot MAIL A.S.D. DEMO PREE91PE RATING
<br />4, 1S k 1T ft MAX. ASV. DESGN LOADS R MAX. PANEL LENGTHS FOR
<br />1
<br />,�A` EN 9MCER IS USED.
<br />l`"�`;1
<br />`4
<br />- ,S` -.F FLORIDA BUILDING COS Non h VelocityHu cons Zone
<br />.4416E
<br />eMOO?%MD.wc.
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />F.P.
<br />*
<br />�'..
<br />TATTEE OF y ` - -:MML
<br />PROTECTION PRODUCTS, I.L.C.
<br />"JDOE
<br />':,�1Ac•
<br />ssj
<br />ORIDa .•
<br />/ ''u
<br />M«INm.
<br />01MALm'�I3�T
<br />20-175
<br />i
<br />yh.1
<br />,
<br />• , • G\l` /
<br />12pas
<br />w,Mp
<br />- GIA N•-Isr�-oWe m
<br />PNaW (4N)w-ADM, rA: (Wea)No-eTn
<br />I'
<br />OR MAG A ,
<br />p 1LN[JTMW
<br />CA g0=7711 PE
<br />ill
<br />yr•W«
<br />letT 9 OI M
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES
<br />__ - - - _. - - -.T _._Yin._. - O -._-_ )
<br />': - I 1 SFPNM7OM 1
<br />- I I To GLASS. 1
<br />ANCHORS - I,II
<br />'I
<br />.: (SEE SCHEDULE ON 1' O 1/.-R-eon• 1 (SFF SCHEDULE 1
<br />(SEE
<br />' SHEET 11) 3 SJA•(IP IRA) •4A 1 ON SHEET 3) 1 BLgn1r
<br />b1
<br />,.
<br />A
<br />I -- -- - t1AF FOR Fw6.
<br />. -'.
<br />-. _._ ..-- - _ 1' W2.
<br />' -) -� - ___ _ _. ( PANEL LENGTH
<br />EXCSTIIIII1
<br />WOOD HEADER_ , - 2
<br />' O MOOD ANCHORS
<br />_ 1
<br />REWIRED -- (SEE SCHEDULE
<br />I 1-- a
<br />(SEE SCHEDULE ON _ -_- _ _ _ __ ON SHEET Ile
<br />/ 1
<br />_ Imo. SWEET I1) I I, QI E 1 � SPACER
<br />T1/2" IT
<br />0� I 1 1 OF t'
<br />•'
<br />q)
<br />_ _ F . - LENGTH MAX
<br />I 1- _ j
<br />I EQ
<br />I ' RREE UWM A'' I - -----
<br />_
<br />Y'm 1, IA, )
<br />�T J
<br />I L _."1• MAX- UNO ALUMINUM SPACERS • 12 1/2'
<br />. I : ;
<br />LJ; LLLJJJ I
<br />1��� I D.G. (SEE TABLE PI ON SHEET 11.)
<br />WIT. _ ; f BEE NOTE " BROw FOR UMRATONS FOR
<br />V
<br />T � i '✓ 'L' MAX. 1 I i- MAX lii I 1 1/2' LONG 3LEEVt3,
<br />6._. PANEL LENGTH 1 PARR LENGTH p
<br />1
<br />.
<br />1 (SEE SCHEDULE 1 (SEE SCHEDUAE 1 1 (E SCHEDULE _ PANEL
<br />: FEMALE O OR PANEL MATE
<br />i ON SHEET 3) ON SHEET 3) E L I
<br />(MATE
<br />I -
<br />I - ! PLUS (g2 SO4EDU E ON SHEET It)
<br />t/Mw2ot•
<br />1 - -- --I a eAMLn N 1 WIT. i :; 1 .,I
<br />GLASS
<br />GLASS-STIW 1 ^ r- ulim am -n I EXHSTNG -' (yE yA pE._ 1 /� PLATE REOIARED
<br />U
<br />I i r ON SHEET 3) DIRECT MOUNT Wf SPACER 0
<br />I * ALTERNATIVE 2Ml'
<br />�' f
<br />r- I ���
<br />i 14 ' scALE 3/B.r
<br />6 I O
<br />C_,J )
<br />-; SEE TABLE it ON SEISC 11 FOR MAX, PARR LENGTHS 6
<br />I 1 SMI 1 1 • 12 I /z- O.c. MAX. A3.0 DESIGN LOADS FOR INS INSTALLATION.
<br />I 1 OF 1' e0 T
<br />' I MAX. -_ L
<br />( Tun 7 E16-I L 1
<br />. 3 4' _ • 12 1/2- C.0 • . _
<br />- - 1 - _ . WOW ANCH ORS * *MOB:
<br />Q _ I. -- _-_.. _ _..L_-_ 1 '; STAGGERED W/ STUD
<br />1 - - (SEE SCHEDULE ON sAOD1 Y IIAY E t ,/Y lDlo n
<br />-�/��� -7 SHEET 11) (1)Noun= B LUM W A ONE HORF mum NM W-9,
<br />2•.4' WOOD _ - 4 *am - MW UM PO- "DOM Rw O A A mumm N FROM NW
<br />PLATE REQUIRES - _ k WWD ANCHORS MULE= 49" C9•Dd.T INDICATED ON SKEET it).
<br />_
<br />»I ..- - STAGGERED w/ STUD 1• IOU sawaram To win NOCA1m _ 2 X4• W000
<br />ON smw s I/W E -DtN7m TO 1/4' AS PLATE REQUIRED (2) ANOMM cow "ft OpgENf Y �IAEL IWE FE1WE o OR
<br />(SEf SCHEDULE ON IOo M M i0t1067G C6NOnI0ta AIE _. __. - _.. _ IWM6 Ya RuIE) 91YLL E lWCm MMKYN A 6 1/4' O.C.
<br />SHEET COIWLBD WAR RMa a A IOIIIOtWA FILM ,121/2- a.C. IRAOMG ..m ON
<br />t 1)
<br />wm EL
<br />(I) � 5A9�D � p-1. (3) WA 24 NE MMQ LooM S LANrm m W A ARM OPOM
<br />- : .. �- _ (2) MAXIMUM STOW PAM UDWH a (Iw 6 A RCFFWOM FROM HARM PHIn LOO OO AHD= ON
<br />n. b1ALL MOUNTDIG /DIRECT MOUNT I SCHEDULE. Pw 11)
<br />WALL MOUNTING m slar Pon NRAM/III01 S CAL, � i (411 I/r um wvm COraal em WIWL E AS 4oluTm ON
<br />SCALE 3/0-1- 61QT L sa must" or I i/r um SAMOA Y IR Day
<br />MO AN E ORMa ram vNo FOR Iwo - 1, 2 "AS 3 K 60ooE0 eY 45'K
<br />ALTERNATIVE 1 W FPME WALL
<br />SCALE 3/6-1' (4) 116TALATON WWo ONLY FOR WOAD WAO SiV1®Mw AND M 20E0 (7N mrlol0 Q M FLORIDA,
<br />IDM 1. 2 a 3 PER AM E LBIeLO•IG 000E
<br />'Sell-`L I
<br />c� A. T!('ALl ,
<br />` �/
<br />llQTFS al '�CEN •' ,7
<br />FLORIDA BUILDING CODE Non High VelocityHurricans Zone
<br />MOTE FOR COMBINATION OF SECTIONS. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. •• NO, 4416E S 0=0 Tomm w- 24 DACE GALVANIZED STEEL STORY PANEL FA'.
<br />N PR RATING .1 P H awn . DESIGN PRESSURE RA NG (p.e) AND ANEL LENGTHS s * * * = sr
<br />PER SCHEDULES O SHEET (EXCEPT F - _ TOP & BOTTOM MOUNTIN('S CAN BE AS LES N 3 ( C OR s r "
<br />ANY WAY TO SUIT ANY ALTERNATE 2W') ? STATEO� -' GLOBAL PROTECTION PRODUCTS. LLC. Ma
<br />IL ECOINN.
<br />INSTALLATION. p I�s'�T
<br />'i �ORIDI' -'
<br />90-175
<br />•X' •
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD G'LaD I- Yw a r NN 9 wlea n 2Hr � F.
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC ISj •.'••' iv - PAN„mr,-tAo ,� PumE. p6NpR-7NM, FAA: (9N1w-m7 2ftlem
<br />DENSITY OF 0.55 OR EQUAL. hhNM nN6/IYa AS1-004.71• '�"` ..R a 0111t1•r M•
<br />1 nai A 1LLR Ar. PE ••A 4KIo • - to
<br />N 7
<br />GENERAL NOTES
<br />faun w1e ■tl I4N• sYeTY ! t- I411110 4NP•AA IA444nBtr (C) i0
<br />I. STORM PANEL SWTOwN ON THIS PAOpUCi EVN.UA710N DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1/4'• TAPCON ANCHORS, AS YANUFAC7URED 07 N. T.W BLIDEX, INC
<br />WTI THE 2020 (7th EDITION) Of TIE FLORIDA BURONG CODE THIS STORM PANEL SMALL NOT E INSTALLED AT NIGH - #14-10 PANCL3ATE FEMALE 10 AND PANELIATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE ZONES (MM-OADE / BROWARD COUNTIES). - 1/4'0 LAG SCREWS PER N.D.S.
<br />DESIGN WOW LOADS SHALL BE DETERMINED AS PER SECTION lace OF THE ABOVE MENTIONED CODE. FOR A BASIC WINO - 711VO . 5/5' WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW. SOLI AT SPECIALTY M
<br />SPEED AS REQUIRED BY THE ,IURISEMOKIN WHERE STORM PANEL WILL SE INSTAlLD, AND FOR A DIRECTIONALITY FACTOR
<br />KO- 7-1 AN NO THE MAXIMUM SD. DESIGN PRESSURE RATINGS INDICATED ON SHEETS 1 1 • F OES USING AS7. 6 D SMALL EXCEED DE9 ESSIAI C 1 MINIMUM THREADED PENETRATOR MITI W000 OF TAPCON ANCHORS SHALL C 2 AND 2 OR ELCO PANEUTATE %u5
<br />B /
<br />� ) )AND
<br />]. 9 T1•N 12 k 17. 18. PANFI.MALE FEMALE O
<br />IN ORDER TO VERINY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOWS DCrERWN£O PER ASCE 7-16 SMALL BE FIRST
<br />REDUCED TO ASV. DESIGN PRESSURE RATING BY MULTIPLYING THEM 8Y O6 INORDER TO COMPARE THESE W/ MAX (A,SD,) C2) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT 9ALL BE 1 1/2' NO THREADED
<br />DESIGN PRESSURE RAT9ICS INDICATED ON SHEETS 3. 9 THRU 12 a 17, lei PCNETRAT1011 TIRO STUCCO SHN.L E CONSIDERED AS PART OF THE REQUIRED THREADED PENETRAION
<br />N ORDER TO VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED WERE HOT OVER STRESSED, A 33X INCREASE IN - AOWABLL
<br />LYSIS ALYSIS. FASTENERS SPACING. TO WOOD HAS BEEN OETIERMWCD IN C.3) 14NWM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SMALL E AS INDICATED N THIS DRAWING
<br />STRESS FOR WIND LOADS WAS E10S USED IN TANA
<br />ACCORDANCE WOAD N.D.S. 2018
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WM RESISTANCE HAS MIN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MINMUM PENETRATION OF ill= BUSHING SHALL E 5/s' t/4. 9-20 SCREWS USED SMALL E 1 1/2' LONC WMWU
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS PM1401-01 AND 00219.02-09, AS SHOULD STUCCO EXIST. NO 1' MMNAAM FOR WALLS ATIM NO STUCCO,
<br />PER SSTD 12-e9 A ASTM E 330-02 STANDARDS. AND AMERIGW TESTING LAB SOUTH FLORIDA REPORT 01123.01-10 AS PCR
<br />lAS-201 AND TAS-203 PROTOCOLS. AM AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 Of THE C.5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS E FOUND ON THE CKISTRO
<br />WALL, ANCHORS SHALL E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />lLONDA BUAONG CODE
<br />ANCHORAGE SMALL E AS MENTIONED N C 1). C2) ! CA)
<br />2 ALL ALUMINUM EXTRUSIONS 10 E 6063-75 ALLOY AND TEMPER (UNLESS OTHERWISE. NOTED) SEE SHEET 2 (D) ANCHORS SHALL E NSTAl-UM FOLLOAING ALL OF THE RECOMMEMMTIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER
<br />1. AL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H11 ALLOY. 8 PANELS MAY ALSO E INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUG. 5 (SHEETS 4
<br />4 AL STEEL SHEET MEIN. PANELS SMAki WAVE STRIK'TURA DUALITY STEEL. ASTIR A-653 GRADE 80 MINIMUM, G-80 GALVANIZED THROUGH 5) EXCEPT, THAT HEADERS® 6® 11W1 NOT BE USED.
<br />STEEL DESIGNATION W/FY- 22.2 Mr (AFTER ROLLED). 9. 1T SMALL BEM RESPONSS%M OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCFUE. 'WHERE SHUTTER IS TO E
<br />ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY E ATTACHED TO CONCRETE BLOCK OR WOOD FRAME
<br />5. ALL SCREWS TO BE sTAINlE55 S1EE1. 301 OR Jta NSI SERIES RESISTANT COATED GIBBON STEEL AS PER DIH BUILDINGS.
<br />TH N SHALL
<br />Boole w/ w wl t9ELL, sTRE7HcrN AND tm MM tEN9LE stRET4ctH ANO SHALL cOMwtr w/ FLORIDA IwwlNc CODE sEcrloN
<br />2-11.33.4. 1O EACH REGULAR STORM PANEL WITH LENGTHS OVER 90'. AS PER SECTIONS I, 2, 4. 5, 6 AND ALTCV'ATtWn IOU. 3W OF 4W ON
<br />SHEETS 4, S. 6 A 7 RESPECTIVELY; SMALL HAVE A LEGIBLE AND READILY VISIBLE MARKING NSTRUCRNO OWNER OR TENANT TO
<br />5 BOLTS TO E ASrM A-307 GALVANIZED STEEL OR A151 304 SERIES STAINLESS STEEL WITH 36 V« MINIMUM YIELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS. II. THE INSTALLATION CONTRACTOR IS 10 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN N CONTINUOUS CONTACT WITH
<br />THE BUILDING TO PREVENT WIND/RAIN INTRUSION
<br />W 1DJ'XP:T1H0 POURED CONrWF+r.
<br />REGULATIS
<br />- 1/4.0 TAPCON ANCHORS AS MANWACTURED BY I,T.W. BUILDEX, INC lMin. I•c-3192 p.A.,.) T2 STORM PANEL INSTALLATION STALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND IONREG
<br />ULATIONS-
<br />- 1/4' • . 7/e• CALK-N NTHEANCHORS, AS MANUFACTURED BY DEVIALT C PROVIDED BY E JLWNON SOICTWHERE PERMIT IS APPLIED TO.
<br />(Wn.•F-3000BO S-SEI ANCHORS. AS DISTRIBUTED 8Y NA. POINT SCREW, BOLT A SPECIALTY CO 13 (a) THIS PAW)CT EVAWLIATTOM DOCUMENT (P_ED.) PREPARED SY THIS ENGINEER IS GENERIC AMC DOES NOT PROVIDE INFORMATION
<br />p
<br />- Pll-10 PANELIYTf FEMALE 10 8 PAI,ELMATF PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 'OR A SITE SPECIFIC PROJECT. - WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E D
<br />- 1/4.0 ZAMAC NAXIN ANCHORS, AS MANUFACTURED BY DENALI. INC (b) CONTRACTOR TO E RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION NCLUOiNG LIFE SAM Of THIS PRODUCT
<br />A I) MW14UY EMBEDMENT OF tAPCON ANCHORS INTO POURED CONCRETE SHALL HE 1 3/1', 2' FOR ELCO PANELWIE AND BASED ON THIS P.E.D. PROVIDED ME/SHE DOES MDT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />CONSTRUCTION SAFETY AT SITE 5 M CONTMCIDP'S RESPONSIBILITY
<br />, 3/4- FOR ZAMAC NNUN ANCHORS
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL E CONSIDERED NVALTO IF MODIFIED
<br />A.2) CALK-N 6 SOLD -SET ANCHORS SHALL E EMBEDM 7/8- INTO THE POURED CONCRETE NO EMBEDMENT INTO
<br />STUCCO 94ALL E PERMITTED. 1/4' •-20 SCREWS USED SHALL E 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (0) SITE SPECIFIC PROJECTS SMALL E PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME TIE
<br />AND 1' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY E HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E 0 RE)FORME PROJECT AND WHO WALL E RESPONSIBLE FOR THE
<br />UT BWITHWING NUTS THEAS A DELEGATED TO
<br />ESUBMT ENGINEER E
<br />P.EEO ENGiNEM E SITE CRAWNGS FOR REVIEWER
<br />SHALL TO THIS UTHE
<br />A.S) N CASE Wt PRECAST STONE. PRECAST CONCRETE PANELS, PAYERS. STUCCO OR WOOD Oowm E FOUND ON ME
<br />EXISTING WALL ON FLOOR. ANCHORS SN/Rl BE LONG ENIOWN TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (e) THIS P.E.D. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SMALL E AS MENTIONED N A1) MO IN A2), ENGINEER OF RECORD THAT PREPARED IT
<br />(B) TO EXIST9d CtMICRETE BLDC( WKl ASTM C-N 14. SHUTTER M1M)FACT IRER'S LABEL SHALL E LOCATED ON A READILY VSIM LOCATION AT STORM
<br />- 1/4- • TAPCON ANCHORS AS MWUfAOTtAED BY I 1 W BINIDEX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709,9.2 OF FLORIDA BUILDING CODE- ONE LABEL
<br />PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 17099.3 OF THE
<br />- 1/4- • . 7/8' CAUL-N ANCHORS. AS MANUFACTURED BY DEVIALI. INC FLORIDAE
<br />RAFnBALDING CODE,
<br />- 1/4'0 X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. DOLT & SPECIALTY CC
<br />- P14-10 PAHELMAta FEMALE TO AND PANIC MATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P�R.•O.-A�ALNIIN
<br />- 1/4' • ZAEAC NNUN ANCHORS. AS MANUFACTURED BY DEWA.T. INC
<br />�£R A, T/N/r
<br />•S•
<br />B.1) MAN" EMBEDMENT Of TAPCON ANCHORS, FLCO PMWLMATES AND ZAMAC NALN ANCHOR. INTO ME CEN :�� FLORIDA BUILDING CODE Non High Veloc Hurricane Zom
<br />BLOCK UNIT 5a1ALL BE 1 1/4•
<br />�.I;Lii.'S
<br />9.2) CAN-N 8 SOLD -SET ANCHORS SMALL BE EMBEDDED 7Je' INTO ,ME CONCRETE BLOCK UNrt. NO ►R,44 7 I A'SASa 41p`a. a 24 GAGE GALVANIZED STEEL STORM PANEL aYaw'O-
<br />STUCCO SMALL BE PERMITTED. 1/4- •-20 SCREWS USED 9ALL, BE I 1/2- LONG MNNBMM SHOULD rmto DOST.
<br />AND I• MNWIUM FOR WALLS WITH ND STUCCO. §.-O:, PROTECTION') PRODUCTS, �,,,
<br />_ LOBAL I.I.C.
<br />9
<br />6.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUR �ORI '�/�/s'�.y� .•Iu s.r 6, /,ALIT
<br />CASTNC WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH P \� / 1W >G J& AM WAY, 44w•E A NWA IIMA. P. 3A11 2O-17S
<br />ANCHORAGE STALL BE AS MENTIONED N 8.1) AND IN B2) SLS/O •NG' ON --� y,Pa m-wI F,ROK LM4)416-Isla. rAR f9N�� 7
<br />Nlll Oww.r K.
<br />rA-Rp047,1 r
<br />hAYMN11"is wNTP Al T4Ln +. PE f110T , - 1e
<br />INSTALLATION DETAILS FOR REGULAR PANEL (t)
<br />Q�{T INTO POURED CONCRETE OR C�OuSNRGCRETE BLOCK STRUCTURES
<br />cw4eR � ED CONCRETE
<br />DIewM *.*Cw; EO8
<br />.1--
<br />REQUIRED
<br />CONCRETE ANCHORS CONCRETE ANCHORS ,
<br />(SEE SCHEDULE ON .. 1.% (SEE SCHEDULE ON
<br />SHEETS 9 THROUGH tD) :'• _ O CONCRETE O RFD
<br />-O SHEETS S THROUGH TO)
<br />y.
<br />Y I /
<br />-. J CONCRETE BLOC�71 O
<br />-
<br />- ,4L10 Ile can
<br />."Ar. a1'
<br />( ,/2' aEaLAREo
<br />i�% `-_ __--_.. _ _. __.I I Jfl MAX.. ---.__..__ I CONCRETE ANCHORS j -- ._--
<br />1 > , I (SEE SCHEDULE DN ,
<br />E1.__
<br />C 1 LA 1 1 I SHEETS 9 /THOUGH TO) r-'• 1
<br />/�r; i r 1
<br />01 -01
<br />I q
<br />1
<br />L. --. A-._. - ,y/y.,v-2To�IT•wAQ 0_ _-1... _,. yAy.,v-xa,-
<br />/ -.,n. ' ... r-- C �NaR,IA� n -11�-- -Ti - b "LIS w EEt /! 1
<br />f SEPARATION - 1 D6I�rm mrw A TO W�i{59 � I 6W�wI RMLL
<br />MMPnN OAR r-n 19RH1 oAW r4')
<br />COST" (SEE (SEE SCHEDULE I I l• Ma.. p (SEE SCSIEDL1lL I f� �r/ rJ %:
<br />1
<br />CLASS I ON SHEET J) , PANEL LEMON 6 ON SHEET 3) 1 1
<br />( 1 (SEE SCHEDULE p I •L• Mw._ then.SEPARATION I i' Ms..
<br />1 1 I ON SHEET 3) S I PANEL LEMON -4 TO CLASS. I PAWL LE�M
<br />(SEE SCMI
<br />ONCRETE ANCHORS i (SEE S SHEET 3)C
<br />(SEE SCHEDULE ON i__ _ VJ, I - {_- I 'V 1 (SEE SKEET i J. - ON SHEET 3)
<br />I
<br />SWIEflb 9 TW1ROIrCN 1 6a - �j I 1
<br />\.JSOX
<br />pLSD(1.1 1 DDSTIN6 ' I
<br />,
<br />:::; 1 / T MAX 1 5DI1 GLALSS 1
<br />® i _ }z�ss,•�rA_21arw i 1 Dr 'L' 1 i�
<br />ED 1 wLts r i lY
<br />';. -'I" •RY• 4 Lilt oc ,,, i ��
<br />i!. fi
<br />1!2" - 1 I r "
<br />. '
<br />EXISTING POURED - I .' -1
<br />• I • 12 t/2' O.G L
<br />O
<br />I _ _ •. lIW4••nlm TG 'falW'�aA CONNCCRET ImUXU( 1 /.' CONCRETE ANCHORS �•' % J 1
<br />1 �;i - REQUIRED. _. -_. I
<br />ss. /� 1 (SEE SCMEDUIE dN : �/•/•
<br />®
<br />-ED-•--[0'--. "-a,• Ms. w/ r4n -- _ _ 1
<br />j, 1 - • 12 I/r• u SHEETS 9 THIROUGH 70] `,
<br />- I. Min. - / W'J � ONLT RMEN SOUD �i
<br />I
<br />,{ -AV.IERNA7E
<br />fl f BET • CAX-d
<br />LEG LOCATION EXISTING POURED CONCRETE
<br />;.- ARE USED ! w/ WIIDi OR CONCRETE aACK
<br />ALTERNATE CONCRETE G POURED CONCRETE CONCRETE ANCHORS ARE USED REO RRED•
<br />ANCHORS bR CONCRETE BLOCK REQUIRED. STMI'7M W/ SR16
<br />(SEE SCHEDULE ON (SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />SHEETS 9 THROUGH 10)
<br />guim;` /B--,'L w� �fALL�t I�HI
<br />SALE 3 SCALE 3/8-1- SCALE 3/6-1'
<br />AILMHftN11NNM
<br />A:....
<br />3 .f1
<br />l
<br />+• ... CEN ••'✓ FLORIDA BUILDING CODE Non High Velocity HIM am Zone
<br />i : . 44167 ': i 1M4w ttWon INC 24 GAGE GALVANIZED STEEL STORM PANEL 7J'e
<br />E.D. EDGE DISTANCE ����CTIONSS. Is Iss *41. * 1 : * i
<br />(SEE SCHEDULE ONTOP &BOTTOM MOUNTINGS CAN BE y''. •ADO`` -'_-_- IL ECOIMCGLAIM TE F I.I.C. "�PK
<br />t3111m
<br />z O, f: F.tORIDP • // ,aLA4� w
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY :' sr. •. a rlrr 44••W n. 411r COAL IL
<br />INSTAILATON. �yF j ••'G\ 'An -td w.. olI mr,-Hr�, awF w,-,2n SHOW (2N)WM-76W. "A' M-)= Bm 2a0-1 5
<br />NINIIHI I TUE/Y wivilm A TLLn A," PE -,T-,Y
<br />/ •m4-16
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD
<br />4518' (INn.) E]U5TB1G W00pD _ - ___ _ -UXAMN
<br />`-0G -
<br />BEAM .IZ).. URAL-
<br />I
<br />OF EXISTING �D
<br />BEAM TO E CERTIFIED BYADEQUACY
<br />4---E
<br />' - 0 -' 111
<br />REGISTERED ENGINEER OR I / -
<br />ARCHITECT PRIOR TO SHUTTER "
<br />INSTALLATION. _)I = ANCHORS ALTERNATE WOOD AWJ40 S 11 7 I• WT, -
<br />,/411' I(AI WA•IP KA0
<br />- - ...(SEE (SEE SCHEDULE ON
<br />SCHEDULE ON I..
<br />SHEET 11) SHEET 11) M,,.A. (4 - --ED-I---.-.-twJW4.IMm' to soEW/ �
<br />11. I • 1t I/Y O.G
<br />I
<br />r-ftr�!
<br />/4'
<br />- / MAX. WOOD WADER - 112' -_ - _- __ _ _. -
<br />_ I -i-- - - - - ) REQLARED ' -11k2M•
<br />II
<br />GtA55� ® i se
<br />--- IW,o•ttnill=
<br />W • 4 1/1I
<br />ANCHORS _ Y
<br />C
<br />1 I (SEE SCHEDULE INN -1
<br />IAn ; SHEET /1)
<br />EPAATON T (X . 1
<br />1
<br />-1 GLA55.(SEF 1 U
<br />I � I
<br />1 SCHEWLE 1 L
<br />- SOL .1•
<br />1 ON SWEET 3) , 1 p I. j12 1 ". SOWAT04 TO CLASS.
<br />1. _ ._ I -_ i� r i1£E SC/EDIAE ON SHEET ]) 1 z aot' MAX
<br />' •'"
<br />' G PANEL IEMCiN
<br />IDa4, aP 7- 1' MA% 1 - -. w
<br />- - -_ 7 1 Sri sc#mx E
<br />1
<br />(ON
<br />( __ _ ___-.. -PANEL _
<br />SHEET 3)
<br />-_ l (SEE SCHEDULE IXISiI " I 1 m�aa �•t
<br />t
<br />1-iA` .-----T--- ON 5>EF'r J) GLASS (-.._..
<br />1 1
<br />-�
<br />I j SOM I i -O OF 1'
<br />OF MAXI• I MAC.
<br />( -
<br />1
<br />`-�._
<br />l
<br />O t2 tJ1. O.C. N _. -.- -._1
<br />-1%Y -
<br />1 1 EO_ --
<br />1 I/.*, xmI*
<br />NO FNISHI L. A
<br />- MEAD am"
<br />ALLOWED ; _ __ _ _ L-- _ 1 ED '_ _ . ,-- � ' w • 4 1/1• o.c
<br />2"XB' W000 2•.4' WOOD PLATE_ •..
<br />- - DECK REOIARED -' .-.
<br />- -. W000
<br />-. REWIRED ANGIIORS
<br />F1000 ANCHORS __ _ - (SEE SCHEDULE ON
<br />ON _-_ ]/4 -- - :. '. ', SHEET 71)
<br />SHEET / 15CFIEWIE ___.
<br />CEILING AND FLOOR MOUNTING BUILD -OUT MOUNTING
<br />ALTERNATIVE 3W ALTERNATIVE 4W
<br />SCALE 3/5.1' A,ArWININN SCALE 3/8-1•
<br />A. Ti
<br />tER %
<br />3L1. �}CEN�:' :.!A
<br />NIIIFS _
<br />NOTE FOR COMBINATION OF SECTIONS: NO. 4416E FLORIDA BUILDING CODE Non h V•Ioel NuMeam Zon•
<br />1. INSTA"TON ARE ONLY VALID FOR MAX. AS.D z *
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.af) AND PANEL LENGTHS Ti •q•. r •2•m IlumA INC. 24 GAGE GALVANIM STEEL STORM PANEL 7'R'
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 � T •• '�R OF aKARI ENT':
<br />INSTALLATION 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD '�0•<`' .'�10 - •� Jr i-_.. -/nlam
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC •- j - --- --- �IL E�GLOM � �V�. �• -2
<br />Fn�I}�`a�
<br />DENSITY OF 0.35 OR EQUAL. ti /ONAI TI• �, a ANTI .m S.W. at snw
<br />,
<br />FF « r Ir -aJ DIA E. FL &W.0
<br />M .4 r► w_ 4r s ter rya w mr I P I II L
<br />1 uTl -
<br />20 175
<br />R•.w . m-Mw M1 i m-HIM HIPIC FAIL
<br />SOAR Oi hB.XEe-7G.6. hSa )•le-n•'1
<br />PL $L%.I NAIME/Wt c.= AAA.AM•r .r ORI4APN Hs
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<br />SHEET NO.
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