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<br />To aa�
<br />12•
<br />N/A
<br />12"
<br />N/A
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />1' R I' (TOP)
<br />it'
<br />3.6
<br />10•
<br />]•
<br />0'
<br />4•
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<br />N/A
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<br />N/A
<br />N/A
<br />N/A
<br />12 1/2-
<br />-
<br />„•
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<br />70' ON LESS
<br />7'
<br />N/A
<br />6 /n'
<br />N/A
<br />! 1/2•
<br />N/A
<br />4 1/2•
<br />N/A
<br />3' (TOP)
<br />12•
<br />N/A
<br />t2'
<br />N/A
<br />9 1/r
<br />N/A
<br />9 1/2'
<br />N/A
<br />3' (BOTTOM)
<br />12'
<br />EELL
<br />N/A
<br />11•
<br />N/A
<br />W
<br />N/A
<br />4' (TOP)12'a
<br />I/2'
<br />IZ•
<br />11'
<br />12'
<br />I.
<br />4' (BOTTOM)
<br />IF UNITED TO OLD AA.I ASD. DOWN "CSWK RATING.
<br />a HI SHEET w FOR ANCHORS TYPE Ar SPACING FOR INSTALLATIONS INTO WOOD
<br />MMRN now SPACINGS NO WNW EDITIT OSrAM An ovICATED ON THIS
<br />IDOSLL FDA ED, LaS MAM MICAM ON 20"MIL" maa" ANCHN SPACING
<br />BY YULIYtYew SPACING OWM ON !DmlAE 9T THE FOLLOWC FACTORS FOR
<br />ME GPOWGON TO 6E PONSUL REDUCED SMCNG MAWO USM FACTOR f
<br />NOT K LESS THAN MINIMUM SPACING BOLA= MR EAOI MADAM TYPE AT
<br />MOORS umm
<br />MINOR TM[
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<br />(SCALE 1/2-t-)
<br />--ISAW (TOTAL WOTN)---._._._._._.-._- .. . _. _.__
<br />---. .. __ 1LlGO' (f1TEC7AE W107H)-- '•, 93' -- 1/4'P-10A].•
<br />CL _... _._ -- , 350. - :' 1.75D' I00' .100•-+..�. �•-. - S.S l,Ib
<br />•- _ - 1 .i3o ' �74•_ , 750• ,` YO ANOE • • ,/4'
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<br />►ANELS 9YML K OXV"M ALWAYS - x.3/r--
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<br />/ /' a jMBLmDE 0.024• (Min.)
<br />WANrl / •• . -- J,?Q GMNAe:fD snd
<br />l0.05• 1 ,. PAn.
<br />. I - I Z e0o. , I I
<br />7�/! I.ODaY
<br />'>6 .,67E 0.375' 11 0250'6
<br />R730'
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<br />21SD ROUNDED CIMNEA •ENDS OF PAABl'S t . NM .M* - % {�['''`•I�,,J _.
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<br />.07x• (,YP-) I lfos-H1S4 ALtM. Allot DItR3 OtL_-.7�'-,-
<br />L124' N .. -I .SKI Viw • FEW ADDIMONN
<br />,� + .700• - .61]- LMTATI NS 6 SLEW IDMQIN 6 1 1'.
<br />.09t• (.. , - .125' (--. 7O WMA N3ATONE YRO
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<br />DETAILS
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<br />OR CONCRETE BLOCK STRUCTURES
<br />ALTERNATE tX>GMOIE
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<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE: ON
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<br />CATETNG POURED CONCRETE_
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<br />SHEETS Y THROUG(SEE
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<br />",EA T�k/TIT
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<br />0. 44167
<br />AM= T"mE{• Na 24 GAGE GALVANIZED STEEL STORY PANEL I}'
<br />E.D. - EDOE DISTANCE
<br />(SEE SCHEDULE ON
<br />3HIEETS 9 ♦ 10)
<br />NOTE_ TIDN .OF SECTIONS;
<br />TOP & BOTTOM MOUNTDNGS CAN BE
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<br />C
<br />_
<br />: STATE o _6-
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<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL n
<br />INTO EXISTING WOOD STRUCTURES
<br />--. I/4•. LAC SCREWS O II' O.C. W/
<br />1 II7• Yln. IIwEO(D Pp[1R4110N
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<br />1 _ ION IA R13YM� _ - Y°1'1OF cww)M 1�
<br />5 6F al,e• MPn. POP RMT a1 +T4.,• aYs • I ' •'� LI
<br />p In -'I • JAI YYOM a EWJN m O EA END OF
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<br />�ALLATIONS ARE ONLY VAUD FOR BUILOMIOS Will, A.S.O. OESM LOADS
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<br />2. TOR NEW WOW FRAME CORMi CTON, WOW AKYR015 TO K SOUTHERN
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<br />MM
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<br />ANCHOR IQG&M
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<br />-- YM 2'.4• WOOD MT OR 0. nW Mo
<br />%A11 REQUIRED FLAT
<br />Bull. Timir
<br />bmw
<br />w AL�R���4HFW
<br />SCALE 1/.•.I•
<br />LA
<br />FLORIDA
<br />Wo LAG sDRwS • {' O.0 W/
<br />NN 1CNISTIND OOD HA RNET1M7N014
<br />ant NUT' 17EADER
<br />- 0 C. �
<br />4 CPnt /,M1• SY.S.
<br />•FA [W Or
<br />(SE[ KHAN 1/2. 4
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<br />OATH OF PLAT
<br />A.S.D. OESUM (Skid 1711146 CORRESPONDING 1/4. 3/4, 4/5, S 5 R 6/5
<br />IUM SINGLE PANEL 'L' SCHEDULE ONLY FOR REGU` R STORM 2/4 1 W/6, 2W/6. 3W%7 i 4W/7
<br />S INSTALLATION INTO POURED CONCRETE_ CONCRETE BLOCK i WOOD (t% ANCHORS (SEE SCHEDULE ON
<br />J• VAX -- - SNEER 9, 10 all) -- - _ __ ..._._ __ . 3• MAX
<br />E�1 (Be �Nn t3-1_wHrW+WA1M SINGLE PANL(ZrM06211m AT EACH I,' MIN."'- -._ __ ....____... ._..-__--(-
<br />AT TOP OR gCIIml LID RRTN TRACILS f95. fT,. dl A DR ° ° o w
<br />Wlffi 1TRlCRS (�)_OR (8) O DIRECT MOUNTED AT [RCN LIDO D•M••O. O•®• FT..I _. _T_ r , r'-1_ -7 __ r _T-_) _ t T' _T-:.T '* ,' r - T_•T__T-r-I_ T _ T-t_ _I'. T ___. - .(_ ..�
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR HL-" (ft.) 0
<br />IIIXIMLM ASD.
<br />PRESSAUE IMMTING
<br />(P.M.) (4 a -)
<br />CONCRETE A WOW
<br />MSTAUATIONS t
<br />L4
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<br />rr D
<br />u=o
<br />Jac
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<br />ID•-••
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<br />400
<br />70•-11
<br />9-4'
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<br />9•-e'
<br />- p'O,
<br />7- _9
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<br />400
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<br />eso
<br />- M,o
<br />_
<br />750
<br />7'-a'
<br />6'-t0'
<br />Sao
<br />,__1.e•-r
<br />no -
<br />71-01
<br />1'-s
<br />no
<br />a a•
<br />e'-r•
<br />ALSO
<br />W-••
<br />e-0'
<br />roo.o
<br />&'-5-a-rr
<br />ICLO -_
<br />e'-J•
<br />1-1•
<br />Frog
<br />-
<br />s'-r
<br />1150 _
<br />-
<br />5'-0•
<br />t r9.e
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR HL-" (ft.) 0
<br />MAXIMUM RE ASD.
<br />OEM
<br />PRESSURE RATING
<br />Come" ! WOOD
<br />M6TALLATIj
<br />ONS 1
<br />240
<br />/4-4
<br />t]'-o
<br />-^_20.0
<br />Ir-10.
<br />_U1•-r
<br />Sao
<br />11'r
<br />W-7•
<br />.2&O
<br />r0•10'
<br />/ •
<br />420
<br />9'-4'
<br />9-2•
<br />4ao
<br />•'-t•
<br />e r
<br />__
<br />e r
<br />f
<br />r-a•
<br />___
<br />30.o
<br />..SILO_
<br />- -
<br />r-r
<br />a-Y.*.
<br />fag
<br />e'-o'
<br />Ia.O
<br />7_-e-6•
<br />7 7
<br />710
<br />k_
<br />7•-,F•
<br />e'-e•
<br />Sao
<br />r o
<br />6' s
<br />tla
<br />7-0•
<br />6*-J•
<br />Da0
<br />r_r
<br />•'-I*
<br />"Lar-r
<br />61-10-
<br />loan
<br />r_3_
<br />s_r
<br />Ia50
<br />e'-3•'
<br />3-.•
<br />I1ao
<br />-
<br />a-T
<br />/q.0
<br />A' -to'
<br />119.6
<br />4'-e1
<br />MOM" SE►ARATIDN TO GLASS SCHEDULE
<br />P.d l•D1GM
<br />wm SPEED f In P••►-h
<br />MIND SPEED > 170 -P1,
<br />n,A)
<br />UNRESTRAINED
<br />RESTRNMED
<br />L•AESTRWAD
<br />RESTRAINED
<br />30 OR LESS
<br />1'
<br />I.
<br />6-
<br />5 1/4'
<br />>W TO 90
<br />1'
<br />I.
<br />7 1/2•
<br />7 1/2•
<br />>90 TO 141,
<br />,•
<br />1.
<br />7 in'
<br />7 1/2•
<br />I,M TO
<br />1'
<br />I.
<br />-
<br />7 ,/r
<br />NIMININ/ PAI4E1 LFMffU flnl FAR ♦ GIVEN UntRITINA CAMTTITIAI/
<br />TOP
<br />BOTTOMMOUNT
<br />DIRECT
<br />T'
<br />HEADER
<br />U
<br />HEADER
<br />1.51X15•1D-w
<br />s„Up
<br />ARGIL
<br />T
<br />IN"
<br />I
<br />W
<br />.r ME,
<br />_ W/tIR _
<br />-
<br />DIRECT MOUNT
<br />AV
<br />32
<br />1.
<br />]S•
<br />w,.
<br />1•
<br />50-
<br />STUD ANGLE
<br />35'
<br />32'
<br />32'
<br />3x'
<br />42'
<br />3rJe'
<br />'F, TMGT
<br />56•
<br />]2•
<br />32•
<br />'.•60•-60
<br />11.5111.51
<br />SO•
<br />32'
<br />32•
<br />36•
<br />W'
<br />56'
<br />sr
<br />50'
<br />32'
<br />32'
<br />3B'
<br />00'
<br />SO-
<br />5e'
<br />1_11- 7,i I i
<br />f `' Ti i I
<br />)� �.
<br />-�_ _[ 1-fib_
<br />VNBOl7ED PANELS I I BOLTED PArE15 W/ 1 N-20X1'
<br />1-1
<br />(SEE: sECTIM AS SL APPLICABLE) (. I 7(SfE MSF'CTONS AS I TEASE) �! I
<br />l I I Iam
<br />' I I I I !1 1 I I 1 1
<br />( '� C I ' 9
<br />I I
<br />I
<br />D.M..3�.® - --- - - ... - -
<br />O O O 0 0 0 0 It -(
<br />Of ® ] MAX N L . _ ]' MM
<br />r MAN / /5 k 6/5 T Z.
<br />2/4 1 /4, 3/4, 4/S, S
<br />1IN6. 2W/6, 3W/7 A 4W/7
<br />--..----A1ICIIOR6 (SEE SCHEDULE ON SHEETS s. 10 i11). -
<br />REGULAR STORM PANEL n ELEVATION
<br />2./6r N.T.S. ,/4• MAW
<br />DAP
<br />By QM OR.NAP .+ nQE "un :I
<br />""I - '-� SECTION A -A '
<br />W.T.S.
<br />MOTH,
<br />(1) N: MAOYUM ALLOWABLE PANEL LDOM FOR A Ch" POSITIVE ASD. DESIGN LOAD.
<br />L-: MAIL ALLOWABLE PW/EL (DOM FOR A OVEN KOA7M ASD. DESIGN LOAD.
<br />(2) PROCEDURE TO DETERMINE UkukY PANEL LENGTH,
<br />OYD4 A P'OtIIN A.S.D. DESIGN LOW. DETERMINE MAXIMUM PANEL IDOL T..• FROM SCHODULL
<br />4WH A NSQATFA ASD. 01" LOAD, Wn)tMW MAOMUIM PANEL LOOM •L= FROM SMEDUL
<br />FINAL MAwMUM ALLOWS" PYRE. UNOTM IS EQUAL TOM JIM6 & DETERMINED PANEL LOOM
<br />KIYILDN 'W AND Y-'.
<br />(3) SEE SCHEDULE B LOM' FOR MN, PANEL LENGTH FOR PONDS" QUALIFICATION,
<br />I INSTALLATIONS *(to WOW ARE LIMITED TO A 95 •AI MAX A.U. DESIOI PRESSURE RATING
<br />e, ID ! 11 TOR MAX. A.". DESIGN LAUDS A MAX. FARM LENGTHS FOR
<br />III,: '
<br />.
<br />.'•20-175
<br />g�TIF
<br />.F,-.i/
<br />. 44187
<br />HATE DF '+ -',. _`_ = '
<br />GRID► •'COS %yejp I�
<br />N, ...•G`I� / /
<br />.w3e n,eo .e
<br />I L E C O I N a.
<br />WTIaft a..rAYsanarr
<br />. OWN 11111; ^Pa W,-,w
<br />24 GAGE GALVANIZED STEEL STORY ►INEI'r
<br />PROTECTION PRODUCTS. U.C.07
<br />FiSUOim
<br />-. Pac (RIM)Iw-ley as W)•6•-•T•T -
<br />•RYWw r
<br />INSTALLADON DETAILS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES
<br />SEPARATION
<br />` i!'
<br />IIII ANC,R016 1- - -_ I
<br />(SEE SCHIDUIE ON __.... TOCLASS.
<br />'' 9H. 11) ,.. �. 11 03 1/H..70af,W •Gan ; (ONSEE SNIM SCf1ED 3) � ; I -
<br />'i
<br />:. - OIWLIMYA-9
<br />M,, .7 11/4• ac --- .. -..J
<br />`--
<br />M.. ---- -- - - ---
<br />I I
<br />,WOOD W_ 411' . ROOD ANCHORS _ '�` . __.-_- _.. , I + _ _.._ PANEL I.DCIII
<br />NEWIREp i '
<br />', l 1 I + (SEE SCMEOUIF
<br />-
<br />,� 1. ,. II'I M t/4. (SEE SCHEDULE ON I ... . 1 I L I {' -. ,,,_..-...... , --1%L - T - ON SPACERSSHEET ij,-EON
<br />SUER I1) f1LLIa�4��0t.1 r__.__ cr . N �JI
<br />IAA%. -t"1
<br />RACEROf IL
<br />II TILL
<br />tD+GnH '�
<br />MALL.
<br />'. 2. '. 1 _.(. I REOUWiMNO ER - �, '' I I ; EO L I
<br />-
<br />' ' -
<br />'
<br />. ! I , . 1 EL
<br />1 I ;
<br />L.
<br />1 I 1� - 1_ _ R
<br />1 )r�' _ �(��1 1 WX. TONG N.V1eNUM SPACERS 0 12 1/2'
<br />I Ii
<br />�•-'� �J D.C. (SEE TABLE I1 ON SMELT I1.)
<br />SEE NOTE - BELOW FOR LIMITATIONS TOR
<br />Mn. ; _Tip I S I
<br />t
<br />SEPARATION1I TO Gl/1E3 ; �I) •L• W1X. 1 I PANU ILNCTH T III 1 1/2' I.ONC SIEtVE3.
<br />PANEL LENGn4 1 T (SEE SCHEDULE 7fM
<br />1 (SEE SCHEDULE
<br />R
<br />ON SHEET 3 t (SEE SC14FDl) 1 ( ', , -._PANEL MATE FRAME O OR PANEL MATE
<br />1 ) ON 4K['T 3) 1---. .. 1 E ON SHEET ])
<br />) IA.ti-Flr,• PLUS SCHEDULE ON 9*17
<br />+ ' US (9Q , t
<br />r
<br />_-- as w
<br />- f . - 1 J
<br />'A I
<br />i rypBF 1 SEP•A..
<br />1 1 JOYIH 4Aa r-4•) EWSn% 1 TO QLA13� I 2•R4' WOOD .. .
<br />EX,STTK.'-6 PLATE REOUIRED
<br />_ r...... -- GLASS SEE SGIEOUE- I ��;�
<br />(xA� H ON SHEET ; L•1 DIRECT MOUNT Wj SPACER �%I
<br />; ; I
<br />- I * I ALTERNATIVE 2W'
<br />I-- J 1 1
<br />1 1 O Irrl�,r O .- - s* SCALE 3/0.V
<br />I 1 SITE I__ LY� : I • 12 1/2' O.C. SEE TABLE 91 ON SHEET I FOR MAX, PANEL LENGTHS L
<br />MAC. A3 OTSXRN LOADS FOR THIS INSTALLATION.
<br />.D
<br />ED
<br />I o�' I
<br />I I_-
<br />- I _- I
<br />L�� 1 O 12 1/2. O.0 I
<br />_ . 4• _ -
<br />) " is
<br />EG- 1 - I ' • '--------------- ----.--"'
<br />I' I
<br />(. 1 _ WOOD ANCHORS �* * M L I
<br />",'
<br />.. ........ .• �, I STAGGERED W/ STUD
<br />_ -- _ - j
<br />(SEE CHE w„ p IUr K , ,/r ,a0 •:
<br />L._ • -__ I (SEE SCHEDULE ON
<br />�' ,kMrII: - _�1 lj i 1q T>.RWeuna B uunm m A am MOW wruos RM Hr-r
<br />MV MOM ROOF inn M O O A IO "000 FROM ANY
<br />7•X4' WOOD
<br />PLATE REOUIIR� . j MAMM MBWR O•SOolr wootow ON OWE( II).
<br />_FOOD ANCHORS
<br />l- P Lwt. wwwriaK ro SA• 41wrATm 1 .: ) 2 Xa' W000
<br />- STAGGERED w/ SOLD a a1a7 3 OwY K R®UOm ro 1 M I., - PLA U) ROTORS OOIO TINY OpwM01OR M (pPyA1LI�� WRe ROwE O a
<br />..'....' '.. TE RECURRED Fill
<br />' i (SEE SCHEDULE ON 69 FOMDINO OMdl101i/`NR PUB) fH,AIL K W'AOA IIAIOeM AT • 1/4. O.C.
<br />Low AS f
<br />SHEET 11) o01/SBD We" C BnA. ItlReCTOM FRGI 1] ,/2• Q4 fAIWO Nlalm a
<br />1
<br />(1) MYOMY ASO CUM PFUNK
<br />IAw10 O ./0. -w p-t. (3) MIL M GAGE PANEL L LOOM a LMU TO w• N IWIY OPPM
<br />_
<br />SOY Pu4p IDRR4 O � �! TIDY L1 PANEL Law" FAO= a
<br />M YttA1•IM,w
<br />(4)'N im t7MLLt= at m OM
<br />I
<br />(3) srm PAR somamww O Oar I O aM 1111 MY
<br />IMN AN owm WOOD PWw WTI, SOLE 3/B.1" UKO fS W m10 ,. 3 3 N OOLawf N AWAY
<br />U/ I M C-I•w somm me TE Mo (1w CM" O THE ROOM '
<br />SCALE 3/e-1• N) ew{YLAWGu WYY ODar /a e.0 auum am
<br />2�«. 2 / 3 Oct Nlw E
<br />!�
<br />�: ''aCEN •'•.� FLORIDA BUILDING CODE Non High lAloot Hurrloone Zone)
<br />NOTE FOR COMBINATION OF SECTIONS: I. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. NO. 44167 '. a = TILDDO' W_ 24 GAGE GALVANZED STEEL STORM PANEL V.
<br />DESIGN PRESSURE RATING (p.s.l) AND PANEL LENGTHS * : EEE am" aP
<br />4, *
<br />TOP k L'IOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR �1 •q STATE OR ! L PROTECTION PRODUCTSO LW. er
<br />TD
<br />comeANY WAY --:
<br />IL E C O 1MC. UPS!
<br />SUIT ANY ALTERNATE 2W') t1yO
<br />--... '
<br />A, _
<br />A`'• fORID .Soo aw. 9, WNW
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD L�'!s I. >Y ►. r ,r n mw Trc. ti 3AM 20-175
<br />Ni.- PAW 4N-wI. -u. ►.°.L C04)w6.76M. r^ (MAMMA-G)n
<br />--.00w
<br />MEMBERS TO BE SOUTHERN PINE No 2. IN/ SPECIFIC LS%•.•••...•N
<br />.•..R .N...,.. .w .. IRMw.° IM
<br />GA-60w71•
<br />DENSITY OF 0.55 OR EON.. 4(NN
<br />TLwi/MA YLTTR A lA1R i.. PL MK7 I O ,O
<br />,M 1" BarnY . a.x YMIn newT ! ll)l:
<br />(C) TO LTOSTIO eGGD._iMAI.SPSrvcIC GRAVITY. G " O.S6 Ala 1;
<br />1. STORM PANd SHOWN ON TMS PRODUCT EVALUATION DOCUMENT (PLO.) HAS BEEN KRIFlED FOR COMPLYING[ MACCORDANCE - 1/a'• tAPCON ANCHORS, AS MA1RIFACIVREO BY I.TW BIMDEX, W
<br />WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE THIS STORM PANEL S71ALL NOT BE INSTALLED AT HIGH - I14-10 PANCWATE FEMALE 6) AND PANEUMTE PUJS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE ZONES (MW/I-LADE / BROWARD COUNTIES) - 1/4'0 LAC SCAM PER AD.S
<br />DESIGN WIND LOADS SWLLL IN DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A BASIC WINO - 7/16'I . 5/e' WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW. BOLT A SPECIALITY CO.
<br />SPEED AS REQUIRED BY THE JUR6DICTION WHERE STORM PANEL MEL K INSTALLED. AND FOR A DNECt10MkRY FACTOR
<br />ND.065. LISIHO ASCE 7-,6 IRO SHALL NO EXCEED THE MAXIMUM (AS.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF 1APCON ANCHORS SHALL K 1 1/2' AND 2' FOR ELM PANELMATE PLUS
<br />3. 9 THRU 12 ! 17, IG AND PANEUAAIE FEMALE IO
<br />IN ORY HE ULTIMATE WHO LOAD' DETERMINED P 7-I BE FIRST
<br />ORDER 7O K i ABOVE CONMiON, DESIGN DETFAY PER ASCE a SMALL
<br />REDUCED TO ULS.D, DESIGN PRESSURE RATING BY MULTIPLYING THEM BY OA IN ORDER TO COMPARE THESE W/ HOAX. (A.SO) C2) MINIMUM THREADED PrNIETRATION OF LAC SCREW, INTO THE WOW FRAME UNIT SMAMALL K 1 in" NO THREADED
<br />DESION PRICSSLME RATINGS 1141OILATE° ON SHEETS 3, 9 1HRU 12 A IT, IB. PENETRATION INTO STUCCO SHALL K CONSIDERED AS PART OF IKE REQUIRED THREADED PENETRATION,
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS RE.0 AS TESTED WERE NOT OVER STRESSED. A 331 INCREASE IN ALLOWABLE
<br />STRESS FOR WINO LOADS WAS BGE USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN WY W " IN C.3) MINIMUM EDGE DISTANCE Or LAC SCREWS. INTO WOW SHAL K AS 01010A1EE1 IN THIS DRAWING
<br />ACCORDANCE WITH N.D.S. 201E
<br />CT A STORM PANEL'S ADEQUACY FOR WAD WINO RESISTANCE HAS KEN VERIFIED WITH
<br />FIED IN ACCORDANCETH SECTION 1609.1.2 OF C.4) MINIMUM PIMIMATION OF WOW BUSInNO SHALL K 5/8'. 1/4' 6-20 SCREWS USED SHILL SE 1 1/2' LONG MIMMUIN
<br />THE ABOUT MEN ZONED CODE AS PER AMERICAN TEST W REPORTS
<br />Of' SOUTH FLORIDA REPOS /0814 01-01 AND j021902-09. AS SHOULD STUCCO EXIST, AND I• MOM" FOR WALLS WITH NO STUCCO
<br />PER SSTO t2-09 A AST1A E 330-01 STANDARDS, AND AMERICAN TESTING LAB S(NITH FLORIDA REPORT /1123,01-ID AS PER C.5) INCASE TNAf PRECAST STONE, OR pg6rJ15T COR1CRFlE PANELS. STUCCO OR YP300 BOARDS BE FOND ON THE CXHSTINO
<br />YAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION ISM Or ?HE
<br />TLORIDA B1/1LDING CODE WALL, ANCHORS Slwl K LONG (NOUGIH TO REACH THE NUN STRUCTURE KHMD SUCH PANELS,
<br />ANC400,4GE SIW.0 K AS MENTIONED IN C 1), C1) A CA)
<br />2 ALL ALUMINUM EXTRUSIONS TO HE 600-16 ALLOY AND TEMPER (UNLESS OTNEWSF NOTED) SEC SHEET 2 (D) ANCHORS STALL K INSTALLED FOLL°WNU ALL Of THE RECGhWU"TXPM AND SPKWICA"DNS O THE ANCHOR'S MANUFACTURER.
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL /OAK 3105-H14 ALLOY 0 PANELS MAY ALSO BE NSTA A[D HOMZONTALLY FOLLOWING INSTALLATIONDETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4
<br />4. ALL SIM SHEET METAL PANELS SHOAL HAW STRUCTURAL DUALITY STEEL. ASTM A-653 GRADE 60 MINIMUM, C-80 GALVANIZED DIROUGH S) EXCEP- THAT HEADERS® !0 SMALL NOT BE USED.
<br />slut DESLOUDON W/rr. 222 Au (AFTER ROLLED). 9. T SHALL K THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER 15 t0 K
<br />5 ALL SCREWS TO K STARLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CW" STEEL AS PER DIN ATTACHED iU IN5l1RF PROPER ANCHORAGE,THISSHUTTER SHALL ONLY K ATTACHED TO CONCRCT[. BIOCN OR WOW FRAME
<br />BUILDNCS.
<br />500,B W/ SO Y4I YIELD STRENGTH AND 9O AIi TENSILE STRENGTH AM SHALL COMPLY W/ FLOP" BUILDING CODE SECTION
<br />2.11,],3.4 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER W, AS PER SECTIONS 1, 2. 4, S. 6 AND ALTERMINTS IW, 3W A 4W ON
<br />6 BOOS 10 K A51/1 A-307 GALVANIZEDSTFIL. OFT AM 304 SERIES .Ti AMLFSS STEEL. w,T1I 36 NW MINIMUM YIELD STRENGTH SECURE
<br />4. 5. 6 At 7 RESPECTIVELY: SNAIL HAYS A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO
<br />SECURE PANELS WITH APPLICABLE RUNFORCEMEW DURING PERIODS Or HURRICANE WARNING
<br />T ANCHORS TO WALL SHALL K AS FOLLOWS: , t THE ,INSTALLACONTRACTOR PS TOW SEAL/AN ALL SHUTTER COMPOMM E00" WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />(A) TSLjE(�NfF_ > THE BURDNG r0TION PREVENT WIND/RAIN INTRUSION
<br />- 1/4'0 TAPCON ANCHORS AS MAN X7VAED BY I,T.W. BUILD[X. INC. (Mn, 1'[• )492 pA .) 12 STORM PANEL INSTALLATION SHALL COMPLY WOWSPECS INDICATEDIN THIS DRAWING PLUS ANY BULGING AND ZONING HEOU,+IhONS
<br />- i/4' 6 . 7/0' CALL -IN ANCHORS, AS MANUFACIVIED Br DEWAL.I INC PRWIDED BY TE JuhSOICTION WHERE PERMIT IS APPJ" TO.
<br />M(, . 3/4'xxi SOLO -SILT APIC,IORS, AS DISTRIBUTED BY ALI PONT SCREW. BOT ! SPECIALTY CO. 13 (P) THIS PRODUCT EVALUATION DOCUMENT (P E.D.) PREPARED BY THIS ENGINEER IS DENUM AND DOES NOT PROVIDE NFORYAION
<br />(i4n Fc-3000 P.A.I.) FOR A SITE SPECIFIC PRODCT. I.A. WHERE THE SITE CONDITIONS DEVOTE FROM THE Pto
<br />- I14-10 PANE/MATE FE1/AlF O ! PAN[LINTE PLUS ANCFORS, AS 11N1UFAC'11JHED BY ELM CONStRUl1ION PRODUCTS,
<br />1/r• 2AM1C NAEIN ANCHORS, AS AMNWACTURED BY OEWNLT, •HR- (0) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AM INSTALLATION INCLUDING LIE SAFETY Of THIS PRODUCT
<br />A 1) MINIMUM EMBEDMENT OF tAP(:ON AIL:/TOR$ IN10 POURED CONCRETE SHALL O' 1 3/4-,2' FOR F1CO PANELMAtE AND BASED ON THIS P.E.D. PROVIDED HE/SAIL DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />CONSTRUCTION 5ME7Y AT SITE IS THE CONIMCTOWS RESPONSOIUIT'
<br />4 3/4- FOR ZAMAC NMLN ANCHORS.
<br />IA2) CALL-N ! SOUO-SET ANCHORS SHALL K EMK.UDFD 7/8- INTO THE POURED C°NCRER NO EMBEDMENT INTO (c) TMS PRODUCT E4ALW110N DOCUMENT WIL K CONVDrWD INVALID if MODIFIED
<br />SNCCO SHALL K PERMITw PERMITTED. 1/4• •-20 SCREWS VSW Al K 1 1/2' TONG MINIMUM SNOUAD STUCCO EXIST, (e) SITE SPECIFIC PROESHA CTS SHALL BE PREPARED BY A FIORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WHICH WILL BECOME t"E
<br />AND I• MINIMUM FOR WALLS WITH NO STUCCO. AND MAY K HEADED SCREW$ OR ALL THREADED SCRE'•S W/0 HEAD, ENGINEER OF RECORD (E-O.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH WING NUTS PROPER USE OF THE PE -0 ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />P1 D ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC OMWNGS FOR RLWW,
<br />A3) IN CASE THAT PRECAST SYDW. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL ON FLOOR, ANCHORS SWXL K LONG DOG(R4 TO REACH THE INN STRUCTURE BOUND SUCH PANELS (e) THIS PLO SHALL BEM THE DATE AND ONIGNAL SEAL AND SIGNATURE OF THE PRoFMVOyy
<br />ANCHORAGE SHILL K AS MENTIONED IN AI) AND IN AZ). ENGINEER 01 RECORD THIAI PREPAWD IT
<br />(B) TO-DOSIWGSfRBiBETL Ol4GLJIIKL.li1(i3LL,-.319' 14, SNUIIER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />1/4" 6 TAPCON ANCHORS AS MANUFACTURED BY 1 T W BUIDF_%. INC. PANEL SNORER IN ACCORDANCE MAIM SECTION 1709.9.1 OF FLORIDABUI(DING CODE ONE LABEL
<br />- 1/4' .. 7/0• CALX-N ANCHORS. AS MANUFACTURED BY DFWALT, INC. SMALL K PLACED FOR EVERY OPENING LABELLING TO COMPLY WITH SECTION 1709.9.] Or THE
<br />FLORIDA
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