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MAXIMUM A.S.D. DESIGN PRESSURE RATING (u.e.f.) AN
<br />_QRRESPQNDING MAXISO_ PANEL LENGTH "L" SCHEDULE
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<br />:YAUO..OdLY_EGH_P .� . Lli SCiITe: T'_.[ 2 ALHLL. VVALLAILCSUS ASP N. LVfL. l.. 3LIEET ,,
<br />MARIMUM ASD.
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<br />^^-IRON-
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<br />(SEC )
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<br />SECIIWS
<br />1e60, -75.3
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<br />7 1/IY
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<br />1'. Y'. )'. +1F,
<br />2Y1 k 31Y
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<br />79' OR LESS
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<br />BES$U$E13Ai1NSc(p,S,) AND COKRLSp.ONDINC MAx(MUM ANCHOR
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<br />10 CONC11lT[
<br />1Y NEW
<br />I 12•
<br />12'
<br />N/A
<br />1 12•
<br />N/A
<br />,2'
<br />N/A
<br />1' k 2 (TOP)
<br />i l'
<br />,0'
<br />]'
<br />S'
<br />4'
<br />3'
<br />4'
<br />SS S ,BOTTOM) ++
<br />T2•
<br />12"
<br />5'
<br />H.
<br />8•
<br />H.
<br />6'
<br />V (BOrTON)
<br />S 1 0r+N/A
<br />-75.]N/
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 ,/2"-
<br />it'
<br />--
<br />2'jBOTTOM)68.0,
<br />-----
<br />70. ON LESS
<br />- r
<br />N/A
<br />6 t/7•
<br />N/A
<br />4 lIr
<br />N/A
<br />4 1/2"
<br />N/A
<br />3' (TOP)
<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 />N/A
<br />12'
<br />N/A
<br />I 13'
<br />N/A
<br />12'
<br />N/A
<br />4' (TOP)
<br />12'
<br />B"
<br />12'
<br />9 1/3'
<br />I ,2'
<br />tt' t2•
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<br />a• (BOTTOM)
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<br />COMPONENTS FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL SYYSTEM
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<br />Y,n (I '.' -.7 Mn• ' 1/7' WTI TAIUKD P(71[)R-l"O. W, (a Y'A '-..' I 1/7' YN HM.ADCO -1 ON
<br />WALL MOUNTING slow �Rm ALTERNATIVE 2"w I wtiopTo �LA I n • 1MDH a RATE
<br />Y� 7•�,
<br />INSTALLATIONSCALE "'-''• I 1, PLATE REORW'D FLAT
<br />ALTERNATIVE 1"W , '� BUILD -OUT MOUNTING
<br />SGYC ,,�A' •"
<br />"On' FLOOR TO CEILING MOUNTING INSTALLATION
<br />ALTERNATIVE 4"W
<br />INSTALLATION
<br />+. INSTALLATIONS ARE (PJSY VAUD FOR 9UBOWF.S WITH A-S0 D4SXON LOADS _ , 1 ...nrFFr Sfgt 1, '.I
<br />111A T7 FAIT R ATIVE 3'•W
<br />UP To +a6.0, -7S.1 PM AND PANEL'S ArWG7N U/ TO V_i S�,
<br />k,,o"
<br />2 To* NEW WOOD FRA"AMESW-C61CCON CONSTRUCTIONRMEM TO B[ sDUTMRH b3 _.
<br />INT ss� OP 11 (./0171%, xA,r '.'. I•
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<br />yRS
<br />DWOOD.55
<br />NSITY
<br />,:`�QSI,i G N
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<br />BUILDING CODE HI h Velocity HurricaneZone)
<br />- 1 0 4 C107. "t"m .C.,TIE SPLCa7CAT KW RF.OLYIEMEN1t FUR , M T1on BAA CeIMu toP As : *::*s20 WGF GALYAMIZEO STEEL S10RY PANEL " m
<br />1n:, AS -A"E4 •j CDH♦'C1DN rMG,tS r •• _ w Ti6--____Toro nR )(RIM x'krcs WsiNLATaT.°.T+r roI r,i P ac aL9Eo DH �" •' STAR OE _ ��oT/u/.
<br />AI TTRNATIYE TOP HEADER AiEc`7c' �ED D1` . ' -- r I-T L EE C O INC GLOBAL PROTECTION PRODUCTS. LLD. art
<br />FOOD Ketc SLIM. 3+ NWIn
<br />CN. �c,yr
<br />TOP r 6nnW Ya FI1V105 GW Al (TJIADKH:u ,N .I.I CONDRIOH t ANCHOR LDCITI�N . SS/ON' E,�� '' - Wo R tHowl� "moo n A>TrIM .,.� I_ww_i3 p. 1. (Ts.w.-.Tu• 20- t76
<br />' AAF,IIN, _� ^""iiaT'.n 1q. h.. M.•Im
<br />AY M, Is— AW, sP"HATION SMALL ,/P
<br />. 1' A1Ir nnAP.a N•
<br />:.+F u+UrtFX rTNCC%S Nlf 5,.1RIY. r[Ip I'.,AHn, IH/ I1 .IA'- 1 %k^KAAA,_/rA.t W-OW6116 _
<br />W,Y! A Tw "'. PC MAT 7. R A-
<br />__.___-.__.
<br />.-_ 4' _
<br />MAXIMUM A,�,p DESIGN PRESSURE RATING i0.1.fA ._ANQ_SORRESPONDI14GE 2 4 � I/4. 3/4, 4/5. 5/5 t 5/5
<br />MAXIMUM SINGLE PANEL (1) LENGTH "L" SCHEDULE ONLY FOR REGULAR STORY / T W/6, 2W/6, 3W/7 IT 4W/7
<br />PANELS_ INSTALLATION INT2P_QUREQ.._CONCRFTC CONCRE1E 019CK t WQOD (t) 3• MA -AN HORS (SEE sLTunuLE ON 3• MAX
<br />I --I. URN •--- - SHUT$ s. to 6I1) - - - - - '--1' wlc
<br />AN t _1 rFLuNEn SINGLE PAdL15_. RLsrlw7FrD AT L:tf o •
<br />SUEGLE._P NE c(') L1MRFc
<br />Al _TOP QH _ BOTTOM EtlR _Wati-IRACKS ,} . j. - 43 dL "•S QS (�). O ---+'
<br />D.M..3 4 E-T-1-7-r 'r 1'^-r-r�- -f r r- r-7--I-r-r-1-T-r-1- I
<br />WQLj...TRACK5 :Z_ Ow'-@ k QIRECL-Ii LINTEL) _AT EACH LNG• n z-z" . T TT
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) 0
<br />WXIIIVM IAS.D
<br />FRCSSURE RATING
<br />(CAVIL) (+ W -)
<br />CDNGRETF R WOOD
<br />INSTALLATIONS t
<br />--1+ -4
<br />200-
<br />W-o'
<br />171-0'
<br />no
<br />W-0•
<br />1F'-a'
<br />- 3ao
<br />rr -s•
<br />ro e'
<br />Sao
<br />rr-ro•
<br />ra-0•
<br />440
<br />101-11
<br />ALSO
<br />30G -
<br />9s.o --
<br />6G0
<br />63, 0
<br />9-'-
<br />• T
<br />1 3_
<br />■ •-0•
<br />a a•
<br />a 44
<br />e O•
<br />7 ,.
<br />;,-,r
<br />_ e0.o
<br />r-2'
<br />6�-r
<br />no
<br />71-01 -
<br />e1-51
<br />9aa -
<br />a' -I'
<br />-ALP2`
<br />au_
<br />or-9.-.
<br />e'-0'
<br />109.0---
<br />e'-3.
<br />aI-IT'
<br />raeo
<br />e•-3
<br />r Y
<br />I10.0
<br />-
<br />9•-r
<br />Pigs
<br />MAXIMUM PANEL LENGTH
<br />I.
<br />L+" OR "L-" (ft.) 0
<br />MAXIMUM A'S.0
<br />DESGN
<br />PRESSURE PATTMG.
<br />Costs A WDW
<br />y
<br />WSTALLMONS 1
<br />100
<br />14•-4•
<br />13'-0•
<br />iB.O
<br />12•-FO•
<br />F7•-r
<br />]Ao'
<br />Ir•-6
<br />to--r _
<br />510
<br />TV,-t0•
<br />1'-a•
<br />4ao
<br />e'-e•
<br />91-4' .
<br />Ea0
<br />. - J o._ _
<br />SAO
<br />e-1'
<br />- 172-
<br />�r
<br />a' r
<br />i- z-., -
<br />•a0
<br />�_ - pp _
<br />/-0,Z"
<br />-_ 7 Ar
<br />5'
<br />71-2, -
<br />~A L0
<br />1. -1.0'-7I'
<br />.
<br />7t0
<br />Is-2.or-6•
<br />- - ado-
<br />T-0•
<br />6.-3•
<br />- 811.0
<br />- 7-01
<br />0._3.
<br />99.0
<br />e_a•
<br />r-T•
<br />an
<br />e'-7•
<br />5'-10•
<br />100.0 -
<br />6•-]•
<br />4-r -
<br />11
<br />I i0.0
<br />-_
<br />6'-I•
<br />FISH
<br />-
<br />_
<br />I'-10•
<br />119.6
<br />I'-e'
<br />muwm SEPAIMT*h TO GLASS 11CH OIRE
<br />
<br />MAXIARIY
<br />ANAL LDIOTN
<br />WIND SPEED IS__ 170 m.P.N
<br />WIND SPEED > 170 m.p.n
<br />_
<br />(V+)
<br />IMRCSTUIN(D
<br />RESTRAINED
<br />UNRESTRAINED
<br />RESTRAINED
<br />30 OR LETS
<br />1'
<br />I.
<br />6•
<br />9 1/4•
<br />>145 TO lea
<br />,
<br />i +ir
<br />ulMlullu PAMri I FNCTM hiss) POET A GIVIrN Mn"UTINl3 CONDITION
<br />TOP
<br />DIRECT
<br />T'
<br />•U'
<br />1,51m llbs•
<br />I IF,
<br />rNFdE"
<br />•v�1YJ/,RRpL�EGc
<br />MOUNT
<br />I•N OER
<br />HEADER
<br />AMGLE
<br />TMCIL
<br />YF/%"
<br />EIOTTOM
<br />a 85 IRt)
<br />- I nollm mow,
<br />{e•
<br />32•
<br />32•
<br />35•
<br />63•
<br />50'
<br />TA'
<br />'+- - _
<br />4 1 , XI.W STUD ANGLE
<br />36•
<br />32'
<br />SI'
<br />32'
<br />."42
<br />]s
<br />S 'F TRAGK -�_ __.
<br />55"
<br />32•
<br />1.
<br />- 42
<br />67"
<br />eo'
<br />60"
<br />/"OFu I i I I I I I I I I I I I I .' F'
<br />Cy I I I I I I I I 1 1 1 1 1
<br />I 11-1 J11 i
<br />.� i. _ j_
<br />UNBOLTED PAIRS i W'•' I - fOLTFD PMIOs W/ 1 40-20.1' 1sf;
<br />I � I I- I " Is] APPLICABLE)
<br />AS �. �, ( %f011O 15 AS mit W/PA-ICABIE) R� 7 I
<br />ff I; 1 - _. T 1 I 11_ I_ -I 1 I ,
<br />YI 1i
<br />D.M.. 3O' ©�._ - -
<br />I„L
<br />-- To - - o �_ ; )l I , T
<br />@.rq i .S* WIT . I _T;
<br />1' ARE iLOS
<br />1/4. 3/4, 4/5, 5/5 A 6/5 1''
<br />2/4 1 W/6, 2W/6. 3W/7 h 4W/7
<br />- ANCHORS (SEE SCHEDULE ON SMEARS 9 10 &it) .
<br />REGULAR STORM PANEL t l ELEVATION /1_ �, GAP
<br />2.1PB)• N.T.S. -1
<br />7 (MH. 04" - ROLE MWE57 :
<br />`"�
<br />, SECTION A -A (j
<br />I
<br />ITS.
<br />IIwm.
<br />G(1) L+. MAXIMUM ALI OWAYLE PANEL LENGTH FOR A GWEN POSITIVE AS 1.) DES04 LOAD.
<br />- 40 ALLOWABLE PANEL LENGTH FOR A OVER NELATFA AS.O. DFSDN LOW
<br />(2) PROCEDURE TO OCTERWNC MAXIMUM PANEL LENGiN
<br />GNEN A POSIM ASD. DM%N LOAD, Wit'lls MULFA4 PANLL LENGTH 'I-' FROM SL'NI'DI LE.
<br />GNEN A NEON/M ASO. DESIGN LOW, OVTPMNL MAXIMUM FANEL LENGTH %L FROM SCHFtXAf
<br />'
<br />reNL WAIIAVM ALL01MARlC PANEL LENGTH IS FOWL TO T„1 IBtEMUII OrTrRMIN(o PANEL tENCM
<br />WLA"
<br />KIWEfk •L+• AND
<br />(3) SEE SCHEDULE BELOW FOP AWL PANEL LENGTH FOR POROSnY OUNMC.TFSN.
<br />I
<br />t WSIALLATIONS MO Fr00D ARE LAMED TO + 95 P...1 MAX AS, IT DESIGN PRESSURE RATING
<br />I
<br />ANL A5 'S G, 10 k +, FqR NAk ASD. DESIGN LOADS R MAX. PANFl LENGTHS FOR
<br />J
<br />��. aEEFgW7 1:N SPALT!R ' 6 UEFA.
<br />Vutry f '• F� 's FLORIDA BUILDING CODE (Non High VelocityHurricane Zone) I
<br />0 44167 =
<br />t.m 7Araa w
<br />I 24 GAGE GALVANIZED STEEL STORM PANEL
<br />Ir.
<br />ORION F:
<br />*
<br />RATE OF r:_ '•
<br />�'�
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<br />GLOBAL PROTECTION PRODUCTS, LLC.
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<br />T[1Te.• • Nr COMPANY
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<br />Kept S R 61 STIQ1
<br />20-175
<br />S/ •NA .... V /'�
<br />:� a..ib+s .« _1"`n-v"
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<br />O.,1 A. 1.IR 4 ,T IE
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<br />N FnRNM9A• T�/MTt
<br />_
<br />-
<br />P.IRI S a n
<br />-___
<br />INSTALLATION DETAILS FOR
<br />_, _-_____
<br />____._ _ .. -__- --
<br />lN70 WOOD STRUCTURES
<br />..T
<br />. I.. . _
<br />M.n
<br />SEPARATION
<br />WOOD ANCHORS
<br />TO GLASS.
<br />--(SCE
<br />�.`__
<br />(SEE SCHEDULE ON
<br />SHEET ,1)
<br />�3A I/' WA,•
<br />' e 5 ~ IK,W w"
<br />SCHEDULE
<br />I ON IKV 3)
<br />U W 6 V.• O.c
<br />, __...
<br />_
<br />..
<br />__..".T... i
<br />_v
<br />1
<br />WOW HEADER 1, .1_ 1` 12 RT)pD ANCHORS GINA91 .j
<br />REdU{REp IF (SEE SCHEDULE ON I
<br />L I
<br />- I/A, 5HEFT 11) �i _ �.01
<br />,II t
<br />NAX 1 - T Col Ic LE
<br />I _ i WUDD HEADER I 1 CO'r I
<br />I ,, REQUIRED u 1 -_--
<br />� -1 1 L I 11 I M \,l I. �._ I �
<br />r- I-
<br />mi.
<br />1
<br />1
<br />SEPARATION
<br />1` MA%.
<br />TO GLASS
<br />I
<br />PANEL LENGTH
<br />1`'./
<br />rI
<br />(SFF SCHEDU, F.
<br />ON SHEET 3)
<br />1
<br />I
<br />(SEE SCWDI1LF
<br />ON SIHCEI 3)
<br />1
<br />1
<br />1
<br />I
<br />I
<br />i
<br />I/.•A_2wr
<br />AT ea
<br />R N
<br />EX1SnNG I
<br />I
<br />om 1 Yy')
<br />GLASS _I
<br />1
<br />+-
<br />I
<br />H
<br />1
<br />1
<br />- 1 .
<br />11 Ym
<br />EXtSTIHG 1 70 COLS.
<br />SEPARATION
<br />C4A_SS '-(SEF SCHEDULE
<br />ON
<br />SHEET 3)
<br />1 I It
<br />" , -1
<br />i
<br />1
<br />I i
<br />I
<br />1 1 OF l t0
<br />1
<br />C 1 E) , ® MAX. ,. it
<br />3 4 I • 1a 1/2- D.C.
<br />I
<br />} 1
<br />W ki__J _. 1-___1
<br />I_ I -
<br />2'x4' WOOD v 'k NDy i
<br />PLATE KfOUtREO YAOOD ANCMORS I• MW. YPAAA110N la 91Aa9 LOT
<br />STAGGERED Dw [ 57'W HMI sH(n s wv eE W011/4' FBBl' j
<br />I I "r MAX.
<br />PANEL LENGTI
<br />j (SEE SCHILOULF
<br />L.- DN SHEET 3)
<br />I
<br />1
<br />1 2'.4' WOOD
<br />�� - RATE REOUIREI)
<br />H Z!J
<br />1
<br />1
<br />1 -
<br />I • 12 1/2. O.C.
<br />7 1
<br />W i
<br />,,L -i ......E
<br />WOUO ANCHORS
<br />STAGGERED Is STUD
<br />(SEE SCHEDULE ON
<br />SMELT 11)
<br />2•.4' INWO
<br />PLATE REQUIRED
<br />(SEE SC Ul. ON MONO AS T,K r AK I -
<br />SHEET 11) j COIIPLiO wRH 1
<br />I (1) W1MXIM Aso ove s"P. Flown
<br />L'
<br />M,c"•"" S0A1 °"ALL BOG" ° I 1hfALL MOUNTING L DIRECT MOUNT
<br />WALL MOUNTING I (3) PERM PMs .FnAUArCN n o14,Y A_ LTE$NATIVE 2W
<br />ALTERNATIVE 1 W i Nm AH CAW. W000 FRY( WALL. SALE 3/8-1-
<br />TCUE 1/6-I" i E.) MSI4LAIKW VALID DFe.Y " WAV
<br />M." 1,2 Al 3 ft. AnalI
<br />felha6. 00"T..H.... `441
<br />F R 1. INSTALLATION ARE ONLY YAl D 0 AAAX. NSA. -
<br />No.4 FOR C(NABIHA 41 t9QTE II4 N 9�SECI14Ns87
<br />I THS s
<br />DESIGN PRESSURE RATING .e MID PANEL LENG -
<br />E )
<br />TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR * * ' * _
<br />COMBINED IN ANY WAY TO Sun ANY ALTERNATE 2W') �'•- STATE O -
<br />INSTALLATION 0, -• "(OR1D1':•' -
<br />2. FOR NEW WOOD FRAME CONSIRUCTION. WOOD •k lr44I
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ' 11,i `s/ !L
<br />DENSITY OF 0.55 OR EQUAL. ,IF,T,.w TUmAMR
<br />1 . V1/4yM
<br />eOtA N/Q�
<br />1 nWR►
<br />L -.
<br />T Nlr4 H 1xP r(L.� to NVa am')
<br />I I. MPX,
<br />t , PANEL If.NGTM
<br />T (SEE SCHEDULE
<br />-/ ON SHEET 1 ION
<br />1 50 l sP.GEw
<br />NIR ; /.1 OF 1
<br />CmI \ 1 / MA%
<br />1
<br />-� 1
<br />-: I
<br />I I
<br />ALUMINUMMAX. LONALUMINUM SPACERS ! ,2 1/2'
<br />®O.0 (SEE TABLE 01 DIN SHEET 11.)
<br />'ME NOTE M BELOW FOP LINPATONS FOR
<br />1 1/2' LONG SLECVES.
<br />-, PANES W1L FENALF 10 ON PAL Wit
<br />r'LU5 ( NE
<br />SCE SOHEWIL[ ON STEP II)
<br />I
<br />DIRECT_MOUNI
<br />W/ SPACER 9A
<br />ALTERNATIVE 2W'
<br />SCALE 3/6.,'
<br />SEE TABLE /'1 ON SHEET 11 FOR MA% PANEL LENGTHS r
<br />MAX. AS,D DESIGN LOADS FOR THIS INSTALLATION,
<br />_---_..--_- __-_. _--- ._-.
<br />: * IRS; I
<br />9r MMY K I'Ir LAND FT 1
<br />:
<br />(1).TALLUIPON IS UNRrP TO A OE SIRN euUMra" 1s'-0' 1
<br />I
<br />NOT MEAN ARX .nrN, ETAS 5 A RTIIRILTIW TRW AA
<br />I
<br />ojluIN 41APHP OIRFOM, WDKA,E21 W 3N11.71 11)
<br />BD ANO,ORS WING FLOW COAAP~ M (PANEL WIT FOWL 10 OF
<br />I
<br />, Actrinc- n4GM IT ,/7' O.c SPACING ALLOWED TIN
<br />HILL Wn RUE) SHALL K VICfh MWe1PM AT a +/.• O.C.IF)
<br />C"
<br />(3) YA. ZA OALL PYFIL 11NOPI 6 LOTTED To W At - OPENeG
<br />RIMS 6 A REStRICRW IAA UAK* PANEL IEWRP6 ALLOWED ON
<br />I
<br />lCmal x. SHKn ). I
<br />I
<br />'
<br />(411 1/2' LONG RPACIR COMPO1[n IPA i.LNL K M INDICATED ON I
<br />WEn 3. FISTALLATYIN a 1 IIt' LOG, SPACER M ITS OILY
<br />YALA NIL WINGZONES 1. } AND 3 a DEFflAfD w A17M
<br />I-TMe famew D •ALP TIE ZOO° (TIN for"O.) of of ELOam.
<br />I
<br />•Rk60 WK I
<br />I
<br />FLORIDA BUILDING CODE Non High Volocsty
<br />Hurricane Zone)!
<br />}OM 11TLL0. INC.
<br />.-
<br />24 GAGE GALVANIZED STEEL STORM RM PANEL
<br />IJ.
<br />r
<br />1
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<br />GLOBAL PROTECTION PRODUCTS,
<br />LLC
<br />_ _
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<br />•60A R 1, fAlEl
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<br />"VIER A PLLR N., Pt
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<br />SWIM e v la
<br />_ _...__.-._ _ ______ ___.-._T-._.___._. ,-------
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<br />GENERAL NOTE
<br />Fy,un FOR A• M)F H,.IPI,. • e-2 IIY16 snyu RYILlllr (C) iO. L)(!STIND WOGU YM._SP�B.T GB)sVELf_fi_=_).3i♦km_.
<br />1 STERN PANEL SHOWN GIH THtS PRODUCT [VALWnLWH DWVMENT (PE.O.) HAS BEEN VER61EO FOR COMPLIANCE IN ACCORDANCE - 1/4.0 TAPCON ANCHORS, A> MAW ALI URED BY I W BUILDER, INC
<br />wTN nK i030 i, ],n FDItiGN) OF tNC ROR,W BUILDING CODE 11HIS STORY PANEL SHALL N01 BE INSTALLED At Alp+ - �i{-10 PINELWTF FEMALE IC AND PANELMATE PINS ANCHORS. AS MANUFACTURED Br ELCO CONSTRUCTION PROOUCIS.
<br />VF10PrT HURFA. 20IKS (YYMf-DADE / BROWARD COUNTIES) - 1/4-9 LAC SCREWS PER NOS
<br />N I OF MENTIONED G F A C WINO I GENTLE WIND LOADS S/LALL BE DETERMINED AS PER SECTION 609 'HE ABOVEODE OR BILL - 7 1 '4 • TMRUT Nl 1 P .
<br />6 5 0' wCIW BUSHING. AS DS ED 9+' ALL FRX SCREW. BOL k 'SPECIALTY CO
<br />, 1. T P I i T FOP A FACTOR
<br />SPEED AS REQUIRED 8Y T JVR SDICTK)N WHERE STORM PANEL Wlll HE NS ALLFJ. AND O DIpE1;,HCaALM HE
<br />1 H
<br />K- -1 EXCEED THE MAXIMUM ,O IGN RA W ON SHEETS 1 M Y TI R PENETRATION INTO W T 1 1 F CO PANELAMI PUS
<br />D O85 U.SWG AI7E 1 6 AND 5NAL1. NO E F:EC..AS DESIGN PRES4LREC 11NC5 OrG CO C NNVM I EAfJEO PENETRA ON O eRKrO L MC ANCHORS SMNl BE 7 AND 2 OR EL E, t
<br />f AND PANCLM4L£ FEMALE IB
<br />3. R TMW z r Z 6. MAL
<br />p a-1 r '1
<br />IN T RIRY N CONDITION, ULTIMATE DESIGN WIND B TERMINfO PER A5CC 8 SMALL BE FRS ORDER q VE THE AB(WF t 0 L E DES f
<br />RL'Pl10ED 70 ASD. MULTIPLYING THEN 96 IN ENDER TO CMMIARC THESE' w/ IAA%. (ASD) Clj MINIMUM PENETRATION 0: LAG SCREW, ISO FRAME SMALL THREADED
<br />1 1ETR
<br />WOODOF
<br />FDICATE(
<br />OAREADFO
<br />IO
<br />RUNITEQUIRED
<br />ART ED
<br />DESIGN PRESSURE RATINGS INDICATED CW THEFTS 3. 9 THHWU 11 k 17, 1R VENFtWTK7N INTO STUCCO SHAH BE CONSIDERED AS PART (lF THE R[W,RED THREADED PENETRATION
<br />RATINGS N St TS 7.
<br />I I ORDER TO VERIFY THAT ANCHORS ON IIAS RED AS TESTED YAW NOT OVER STRM=, A 33% INCREASE IN NIDNABLE
<br />StRESS FOR WIND ,DADS WAS Mn 1f10 IN THEIR ANALYSIS, FASTENERS SPACING 10 WIND HAS RLHMI DETERMINED INCS) MINOIM FOUL UTSMILI CA ,AC SCREWS, ISAL O WOOD SHALL BE AS INDICATED IN THIS ORAWMFO
<br />ACCORDANCE WITH N.D.S. 2p16
<br />STORM PANEL'S AOEQWf-Y FOR IMPACT AND WIND RMSTANCE HAS BEEN VERx'YcD IN ACCORDANCE WITH SECTION 1609. 1,2 OF C.4) MINIMUM PENETRATION CR wtX)n EAJSNIHC SMALL BE S/B' t/4. /-20 SCREWS USED SHY) BE t 1/2' Low MINIIION
<br />AND
<br />- '7 I, MINA FOR W WITH i
<br />THE ABOVE YEMIONEb CODE A5 PER TEST LAB DI SOUTH FLORIOA REI•CJICiS �OB)401-Ot AMU /021907-09. AS SHOULD J tN.'CO ET(ISi, AND UM DILLS NO 5 UCCU
<br />FFR SSTD 12-99 k ASTM C 730-02 STANDARDS. AND AMERKiW TESTING lAP SOl/!N RWM)A ITEPORT )t 12301- ID AS PER C.SI M CASE THAT FRO: CAST $1(HNE, OR PRECAST (:oNGR[RE PANELS, STOOGE OR vrt700 @(NR05 BE FOUND ON THE EXISTING
<br />FAND MGTOCOLS. AND A., PER CAI CUL•TIONS P[RFOPMEO W AL:CIX+CNNCF W/ SECt(On 1604 Of THE
<br />WALL ANCHOR, SNAIL BE LONG ENOUGH TO RUCK THE MAIN STRUCTURE DEFWO SUCH PANELS
<br />NG CODE
<br />FLORIDA IOROA DULOWC CODE
<br />ANCHORAGE SHALL BE AS NENTIONFO INC 1), C 7) IF C.4)
<br />3 ALL ALUMINUM ERIRL15pN3 10 !f. 6063-16 ALLOY ANIi TEMPER (LWI [SS OIHENVPST NOT[D). SEC STEP 2 (0) ANCHORM SHALL BE INSTALLED H3LLUWNG ALL OF THE WCOMME.NMIILINS AND SPECIFKATTUNS OF IMF ANCHOR'S MANUFACTURER
<br />3, ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY 0 PANELS MAY AIM BE MTALLEO HOPIZONTALAY FOLLOWING INSTALLATION DETAILS, SHOWN ON SECTION 1 MROL,GH p (SKEIS 4
<br />A-653 GRADE 00 MINIMUM. G-60 GALVANIZED TIsAGM 5) CXCFPl- THAT HEADERS®A(D SKALI NOT BE USED
<br />4 All SEAL SNECt METH PANELS SHALL HAVE5TRUCTURAL QUALITY STEEL. ASTM OII
<br />STEEL DESIGNATION W/rY- 92 2 AIR (AFTER ROLLED) 9 T STIALL Or TIE RESPONSIBILITY OF 7HE CONTRACTOR TO VERIFY THE SOUNDNESS Of OIL STRUCTURE WHERE SHUTTER IS 10 BE
<br />5 ALL SCREWS TO RE STAINILM STEEL. 304 OR 316 M51 SERIES OR CORROSION RESISTANT GOAICD CARBON STEEL A5 PER IKN IInAClJE:O 7U INSURE FPGPDI ANCHORAGE THUS SMUfTEW SHALL DNIr DC ATTACHED 1V CONCRETE BLOCK OR WOOL FRAME
<br />BLA'Pe .
<br />SOOIB W/ SO SA, YEW SIRO CTN AND 90 N.I TENSILE STRENGTH AND SHALL COMPLY A/ F1,OADA BUILDING CODE SECTION
<br />2", 33.4 I EACH REGULAR STORK RI PANEL WL LENGTHS OVER 90". AS PER SECTIONS , 2, 4, 5. 6 AND ALTERNATIVES ITT, 3W k 6W ON
<br />SHEETS 4, 5, 6 A 1 RESPECTIVELY.SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING 1(45TRUCW, OWNE-P OR rENANT t0
<br />6 BOL1S TO BE ASTM A-307 GALVANIZED STEEL, OR ANSI 304 SERIES STAINLESS STEEL. WITH 30 11Y MINIMUM YIELD SIRENGTM SECVRE PANELS WTI1+ APPLICABLE REINFORCEMENT DURING FTRIOM OF HURRICANE WARWNG
<br />1 ANCHORS 10 WALL SHALL BE AS F(x LOWS 11 THE INSTALLATION rONTPALTOR 1S ft, SEAL/CAULM ALL SHUTTER COMPONENT LDQ5. WHICH REMAIN IN CONTINUOUS COIDACT WITH
<br />THE BUILDING TO PREVENT WNE1/RAW INTRUSION
<br />(A) TTI_Ea64Ilk PDYREA-Qabr Tt
<br />- I/4 / iMCON ANCHORS A5 MAW1fACiVRLO BY I:f IY. BOLDEx. INC (Min, r't-3197 p.FI.) 12. FITINM PANEL INSTALLATION S%AU LONE Y WITH, SPECS WOIGIEEI IN THIS DRAWING PLUS ANY BUILDING MCI !LINING HECULANON5
<br />PROVIDED
<br />- 1/4' • . 7/e' CALK -IN ANCHORS, A5 MANUFACTVRED BY DEWAL1 MC 0D TK JLRIAO.M 1 WHERE PERMIT IS MPPIfED 70
<br />- (AF14 . 3/4^ SOLIU_SFT ANCHORS, AS EnTTINFAETEC BY N1 POINT SCREW, RIOLT k SPECIALTY CO 13 (a) THEM PRODUCT EVALUATION DOCUMENT (P E.D) PREPARED BY TINS ENGINEER I$ GENERIC AND DOES N_r PROVIDE IN-ORMAT)ON
<br />YID IT_
<br />3090 P .L)
<br />F A �T. In r TIN r OR � C SPECIFIC RW[CT ,. s. WHERE THH[ SITE C. DltgAi HE P C D
<br />5 PANDIT( FTOAI
<br />P Y CONSTRUCTION iNF IA-10 P P H AS WLNUF B CO CONS RUG ION ODUC15. � ANEIJAATE FEMAL[ 47 k ANCLANTE PLUS ANC ERNS. ACTURLD EL
<br />CO
<br />1/4'0 ZAMAC MAKIN ANCHORS, AS YANUFACTUIIEC SY DCIYALR •NC (P) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY CF TINS PRODUCT
<br />BASED ON THIS c.E.D. PROVIDED HE/SHE DOES Not DEN -All FROM THE CONEVIONS DETAILED ON THIS DOCUMEN(
<br />A,) MINIMUM EMBEDMENT OF fA/PCON ANCHORS ROD, POURED CONCRETE SHALL BE , 3/4', ?' FOR ELCO PANELWiE MID CONSTRUCTIONSMEiv A7 SITE S MEF;4NTnADTGYS RCSPON391U1T
<br />I 3/4- FUR 7AAMC NAZI ANCIAOR5
<br />(0 THIS PIIODUR EVALUATION DOCUMEM WILT 0E COHSTOFRfO INYAUD IF IIG0.TTrU
<br />A2) CALK-M k 5OW-SE1 ANCHORS SHALL BE EMBEOOM 1/0' "to THE POURW CONCRETE NO EMBEDMENT INTO
<br />SNCCO SHALL BE PERMIiTEU 1/4. 1-20 SC.NCWS 1444 SHALL BF 1 ,/7" LONE MIMYUY SHOVED 5141CCn. [Xis . ('0) SITE SPECIFIC PROJECTS SMALL Of PREPARED BY A FLORIDA PF.,:NSTTREU ENGINEER OR ARCMIIECI WHK'H WILL BECOME THE
<br />AW1 1• MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HE.NEG SCW" OR ALL THREADED SCREWS W10 HEAD, ENGINEER EV RECORD (E OR) FOR THE PRWECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH WK NUTS PROPER USE Of THE. P E D ENGINEER OF RECORD, ACTING AS A DW-GATEO ENGINEER 10 THE
<br />RED ENGINEER, SHALL SUBMIT TU he5 LATTER THE SITE SPFf]nC DRAWINGS FOR RE11LW
<br />A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BONDS FIE FOUND ON f,,f
<br />EXISTNC WALL OR FLOOR, ANCHORS SHALL BF ION, E.WVI>. TO REM.H THE MFJN STRUCTURE BEHNO SUCH PANELS W THIS PLC) SHALL BEM( THE DATE AND OAGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHALL BE AS MENTIONED W Ai) AND IN A2) ENGINEER OF RECORD THAT PR[PAf$C IT
<br />(B) T4SXISOFEG. LSBK.BETE 711.0(:K 13TN_G_➢3N' 14 SHUTTER MANUFAC•PARER'S LABEL SF,Au BE LOCATED ON A RE.ADIV VISIBLE LOCATION AT STORM
<br />-AN
<br />.19KL PANEL SHUTTER N ACCFXIOANCE WITH SECT 1709, 9.2 OF FLORIDA BOLDING CODE ONE LABEL
<br />- 1/4' • TAOCON ANCHpki AS MMI4FAC'URED BY r I W BOLoEx, INC SIALI BE PLACED FOR LIERY OPENING LABELING TO ,ompt, WITH $Ectiom „099.3 OF THE
<br />- 1/4' e . 7/B• CJRK-el ANCHORS. A5 WNurACTUREO BY OFINAL I. INC. FLORIDA BOLDING CODE
<br />- 1/4"1 X 3/4SOLID-SET ANCHORS. AS DISTRIBUTED NY ALI POINT SCREW. DOLT a SPECIALTY CO
<br />- /14-10 PAWLWT FEMALE 10 AND PANELMFITC PLUS ANCHORS, AS MANUFACTURED RY ELCO CONSTRUCTION Pi,I,(ov"u nINNJ
<br />- t/4' 6 7AIMC NA6JN ANCW)RS. AS MANUFACTURED BY DEW'ALT, 114C A;
<br />�O,��rr.Fi _T!(7 4
<br />tl.+) MIW41.M EMBEDMENT tX TAPCON ANCt113RS, FLCO PANELMAIES AND 2AMAC NYUN MICNtlfR, ISO DALE '�Zd'�i•K �CEN ..! T,
<br />BLOCK uwtt SHAu eE T I/.' �' se '• z FLORIDA BUILDING CODE (Non High VUot11 NurHeona Zone
<br />`
<br />111) CALK-W k SOLO -SET ANCHORS SHALL BE EMUEIXXD 7/9' INTO THE CONCRETE ROCA UNIT, NO OENI - .IP;o •..rtw K
<br />44 67 I 74 GAGE GALVANIZED STEEL STORM PANEL xrm W
<br />STUCCO SHALL, Y PERMITTED ,/{' 1-20 SCR}1K USED SHALL BE + '/2' LONG MINIMUM SHOULD .(,O Ek,S, * C j+��p �;-Li_� - - --- "-\
<br />/ - _--,----------- n/n/rm
<br />AND MINIMUM MR WAI-S Wm. NO SILOCU . /
<br />_
<br />8,3) W CASE TINT PRECAST STONE, 00 PRECAST CONCRETE PANELS. STUCCO OR WOOD WADS BE F'OUN EF(pR( 'S•NL 7'E-.J ILL rtsnno` la�if-COMPAANY n61 Tt�T
<br />[1RSTTNG WALL. ANCAIORS SHALL BE LONG EN4UGN tU Ri.ACN 11K Y4N SIAUCIVRE BEIA!10 SUCH P ,y 'G\�a / .,.,.. ;.oAlnL1s Pw1 r,r_:HI PIIOa ITMNLM-laM Fy (EpgleF-6»T 20-175
<br />A'S/ANAL
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<br />INSTALLATION _
<br />WOOD ANCHORS ALTERNATE WGDU ANCHORS - I' Min, ••
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<br />(SEE SCHEDULE ON
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<br />NOTES, '
<br />No. I
<br />44161 . K� - on High Wbcl rrlt n n
<br />NOTE FOR •,DOMBIiMTIDALQE_$EST)Qy.. _;' FLORIDAFLARIDA BUILDING CODE (N N Hu ]carts Zone)!
<br />I. INSTAL UiION DINE ONLY VALID FOR MAX, A.S.D
<br />: �' ' .2470 .k K+c
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<br />7N 4 GALVANIZED STEEL STORM PANEL TOP BOTTOM MOUNTINGS CAN BE G R TI - f AN PAN N 1S 2 GAGE CAL ZE 0 E O k BO MO I N PRE.SU E RA NC 9. � EL LE G DES C o °"""0'
<br />?�i'•. STATE OF �¢, -__-_-
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<br />INSTALLATION 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD TL,�••' 'IRO t+ N'� T p}MlsG7.
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<br />W
<br />a)
<br />O
<br />w
<br />0-
<br />(D
<br />U
<br />m
<br />O
<br />U
<br />�(D
<br />V )
<br />Lfn
<br />NNNNI
<br />W
<br />.12
<br />z
<br />z
<br />Q
<br />-I
<br />a_
<br />SHEET NO.
<br />SH 1.3
<br />
|