|
- W----1N."--lh.L, ..ill# -- " +r MI.rr11Y ilk m m■
<br />- I-
<br />I VPIw!RRL'11m)-Im-
<br />.. : Asl ;L: .N 3L.N21. A 7
<br />11! /I
<br />1, ,, 1.; ,NAa
<br />WXMUPMP A.S..Op.E
<br />NC. P
<br />MMR ro
<br />APO TO
<br />(p+l.)
<br />(SEiA�SM
<br />O1A69
<br />(b110IEL
<br />.65.0. -7]3
<br />w' OR LESS
<br />7 9/16'
<br />BOLTED •
<br />,'. 2, 3', 11Y,
<br />2YI A 31Y
<br />.68.0. -75.3
<br />70. OR LESS
<br />2 7/0L
<br />BD,EO ,
<br />4' i 41•
<br />• BOIrED N/ 1 2TQA3/4- iS M.S A WINONUT Al o•T74AP i Unit OF PANEL LENGTH
<br />MEA51RtED go ION Or PANEL
<br />_ n,I •LAL'I, .,
<br />«,
<br />y . EMI
<br />1 i•. 1, I"
<br />a
<br />MAXIMUM
<br />ASD. DESIGN
<br />"O" MOO" SPACNO FOR E. 0.. 3 1/2' -
<br />APPLICABLE TO
<br />, 1
<br />W -MI"
<br />WYMIM PAIp
<br />IDNOIN 1' (W.)
<br />PRESSURE
<br />RATING '-C)
<br />TAN'Cp1S G1 XH
<br />FWKLIMR rEMNF O
<br />I PANELAOU PINTS
<br />I TO came rmI'D
<br />ate, !,a CONCRETE:
<br />TO cou"I'm
<br />TO coucti 1E
<br />TO CONCRETE
<br />• 12'
<br />N/A 1 12'
<br />NIA
<br />i 12•
<br />N/A
<br />, 2'
<br />N/A
<br />V i 2' (TOP)
<br />it-
<br />3•w ! Io-
<br />3'
<br />5-
<br />4•
<br />S•
<br />4'
<br />V (BOTTTOOMM)+
<br />,2'
<br />3' 1 12"
<br />5'
<br />B•
<br />8L
<br />8'
<br />e'
<br />1 (BOTTOM)
<br />flt 1 ++
<br />1
<br />86.0• -15.3
<br />N/A
<br />�----
<br />I 7-
<br />N/A 1 N/A
<br />-- -
<br />I N/A 1 6 1/2-
<br />N/A
<br />-
<br />N/A
<br />N/A
<br />4-1/2'
<br />N/A
<br />N/A
<br />12 1/2•
<br />4 1/2'
<br />LILY
<br />N/A
<br />2' (BOT70Mj
<br />3' (TOP)
<br />'
<br />]0ON lfSS--
<br />12'
<br />k
<br />N/A 12L
<br />N/A
<br />I 9 1/2•
<br />N/A
<br />9 T/2'
<br />f
<br />N/A i
<br />3' (BOTMU)
<br />12'
<br />N/A i 12'
<br />N/A
<br />1 12•
<br />N/A
<br />12.
<br />N/A I
<br />i (Top)
<br />{ ".
<br />8` 12-
<br />9 1/2' N
<br />12-
<br />it'
<br />12"
<br />I I •
<br />4' ()3DTNOM)
<br />r LIMITED M 56.0 P...N. AS .& DEIGN IESSURE RATING
<br />A SEE SHEET 26 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS Ono W=
<br />FRAME
<br />aLLL08111
<br />MMMW ANCHOR SPACINGS AND WMMW EDOE 015MANCE ARE MICATM ON THIS
<br />SDIMUIL MR E. L935 THAN PONC•ATED ON SCHEaAF REDUCE ANCHOR SR.CING
<br />By FRNW 9PAEM SMA"I O.Y ON SCHEX" W 1 MLQ" G FACTORS. COO
<br />THIS IG1 opou TO BE PTu9RL REDUCED SPACWC OBTW USNIG FACTOR
<br />m
<br />NC ABE LESS It" MNWY SPACIAL) WNDrITEb FOR EACHAHCWOR TYPE ATAT
<br />ANCHORS ISBa
<br />.
<br />TAKEN
<br />PNCW W
<br />Fla" 0
<br />P" 1MAIT
<br />PEAK
<br />41K-N
<br />VA. ANCHOR f,-" 0.)
<br />3
<br />3
<br />]
<br />2 ,/7
<br />IaM.•TARX ;cumdM•-F-QA)
<br />3
<br />T
<br />!
<br />f
<br />"", IOwFY WM PA)
<br />3
<br />3 ,/2
<br />] t/r
<br />4 --
<br />AMK EA ma wrom
<br />"Am
<br />T I"
<br />$
<br />-
<br />-
<br />-
<br />_--
<br />2 ,/Y
<br />-
<br />-
<br />-
<br />]O
<br />_ __
<br />r
<br />,La -
<br />---
<br />,00
<br />N
<br />1 I
<br />(
<br />+ REQUIRES UPI, TO DISTMME BETWEEN 6pTTEN OF PANEL. 1 �No.
<br />kT,
<br />++ REOURES MGM. DISTANCE BETWEEN BOTTOM OfPANELAND (D TO BE' 3/16' /t6'40.
<br />FLORIDA
<br />rnup�NEN7s FnR REGIULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1 /2- I')
<br />----- 15.125- (TOTAL WIDTH) _- _. __ . _ 2.187'- -
<br />- - -..- _.. _. -.125W (OTECTNE WID1H)_ - -.-.-..-. - -- ,-- .193' 1 1/4•f2o.3/.'
<br />I 1.n50- - 750' -- S 5 STUD Ark
<br />Cl
<br />' _ - 6 1/4' (TYP.)-.- -. , F- 371 - t2S` Ya ANWE • • t/4"
<br />1.250' ,cc' .188- ,am OR • 12 ,/Y OC
<br />xa -- 1.350' - - 1,1w - - 1,3IW - '1.5m, - L MT10- 'i ~ MAY IR REAmm)
<br />SIN 1 6e5
<br />2304-1
<br />, / 0024- YW. HEART ), IS y 3.375• �• t 671' 1 LIE
<br />4 SOD'
<br />I ' MEMMEO 0 LAWNZEp 5TE1L .084
<br />-
<br />J OODDDD y
<br />EDGE TSTtI A653 TAP. II.2. .08a' y, I.Ot3---L7EXaja T ,
<br />GAIN AD IeAMY NEMMED 2.,25' __. _.
<br />'-
<br />r
<br />- 0S. - ,.ODD - Tie H
<br />- DETAIL A O-1T0 QALV. EDGE
<br />10 STORM PANEL - - - - - - - - - - - - - - - -- 375' -'" , (TYP )
<br />} ' )
<br />1350' ••- 1.350' - fIETAa A - - 2.000• - --
<br />PAAIELS SHALL BE INSTALLED ALWAYS - 2.387* - - -
<br />FROM
<br />Air oa T LLEFT10 �SIDEW Or /PANEEL 2O "M" HEADER (�) *F- T� ACKCK © ANIQU WIEN STUD
<br />/ .
<br />TIT PAIL I� 0.024• (M,".)
<br />PMPR/ LNOWm FDCi % J 3;5' - .". GALVAIII STEEL
<br />/I. � - .. I ,
<br />11��,O. H 1
<br />! N
<br />/� \ A l a6-23 0375' ?1f€1 0.250-f
<br />X '0.250 1 s07- •.121- M ,' - 1
<br />..
<br />- 2,QI• -. . - , . n em.
<br />/' NENNEt -
<br />'T.K PANEL �. -�-r5i OR
<br />- 2250 - i G ISOMETRIC VIEW DETAIL A 13 r _ /27p'- `.
<br />I
<br />I 2ISG"I ROUNDED CORNER O ENDS OF PANEL'S I � M915.7.OW -: - _ _
<br />-_i}.
<br />-2.ve. --� ENO LIP W/ HEMMED EDGE. I_ _. 625' 125•
<br />-
<br />(N.T.S) UAp F
<br />SAS'_-��
<br />�. 1 fD�cE d�"w,lEy iBYAAIiE.i
<br />I O KEY HOLE WASHER
<br />091 067• 'I{r�q
<br />3.750, 072• (M,) -I' N1750- S105-H154 ALUM ALLOY © KEY tjOLE AT PANEL - 750' -
<br />{� '
<br />' -SEE SOEET 6 FOR ADDnIWNp
<br />2.12a'
<br />- 75p' - .6I ]' UYRATONS F SLEEVE LENGTH 6 1 1'.
<br />-- _i
<br />.091. _ _ /25' I _ ONLY W"A FOR RMAILATgRS INTO
<br />1.250' 375' O SLEEVE 2 i H I 'LWINO STRUCTURES
<br />M 1 -MAC. LENGTH •13'•I.35I.,
<br />-2.000- - - 2. 3750'
<br />-193-
<br />1
<br />25L8- - ,."IT.O 125' 2.000OSO-f �RAP.),1
<br />(2 REV. 'H" HEADER ® "U' HEADER L 7w 250'
<br />I I (TAP.)
<br />I - - 11 MN m 5' Mm. - _._. _.-
<br />- 2.wo' I
<br />® SLEEVEI Is MAX.
<br />LE H © 11 YJ' TRACK 1© PANEL HANGER
<br />s0e1-r6 ALLOY AAAMH.Wxr
<br />.374' ]Opp•.. 3•MC- A. r" (1_1,/4- WIDE)
<br />NTvA1E11
<br />- �OJ_ ,1N .....-•,
<br />f T ++ - -`,17 Q•,:" '' (VISE ONLY FOR E-Z HANG STORM PANEL
<br />.S1t' E58' ` -' ... )275• AGAIN _'.. j., ,£ •1': vGENfF''•;'� s, SYSTEM) 6063-T6 ALUM. ALLOY
<br />...i
<br />11 I. . -_.I - S
<br />--' - = rNo.44167 I FLORIDA BUILDING CODE Non High Veto Hu one Zorn
<br />;;:-,�,
<br />t.671^ 2.oW-,- ,.,25. 2�,
<br />.V '23' r, �• ''-"!`'1 ! �"H. ,. ® I = n ym r. 24 GAGE GALVANIZED STEEL STORM PANEL "RNIN
<br />k .
<br />I ! MS. 120,• : o w.
<br />- - H (1YP) O50 STATE t)F
<br />11 SECTIONS '�•i f , win/2E.
<br />- 2.000• - -- I- . I. -- -- SET - - - - �- ,. 0... Of• :
<br />'�� ..4 1L E C O IEe. GLOBAL PROTECTION PRODUCTS. U.C. TAME:
<br />-a�rMye�!�
<br />+
<br />.204' Y ` 71W:T FTIq A [INarEAFOANO ANT MOP Sr. 51 ST4ST
<br />- MAW. a �14
<br />/ ... Law - Ta s I-- . Hv,•aa A 7 20-175
<br />M H m 1 1 qCa- a. -J3M6, r+uV La. OND Lrt ( lAa
<br />WINGNUT - r,, wMM R.
<br />MILD -OUR rF" 11�4 BUILD -OUT "F" TRACK 15 AE S� r
<br />(ZASHERED
<br />TRACK ANGLE (TAAIAt 3 PLOY) P.E YANJ1KNUTIffivATt Yua A 1DI A /.E "an 2 of II
<br />7
<br />INSTALLATION DETAILS FOR SERIES 2000 3E 1000 E-Z HANG STORM PANEL n
<br />INTO EXISTING WOOD STRUCTURES
<br />'--� ,/a'P SCREWS • •• O.C. INN
<br />:
<br />7' T«READEO PCIWTAATON ( 21.' a900
<br />... - 11 ,/.-P LAG SCREWS • 6' OC W/ TO EX61INC W000 HEADER .. I/.'A LAC a:REW15 • 6. OC w/
<br />I ,/2" - T«REAoCD PEHEIPAT10, - FLAT OR OM EDGE 1/I` WI TNR[ADOi FMNEFMiION
<br />Ii
<br />'!
<br />IU E7SIW16 ecor. KAOER m t:nsrec WoOp I[AOER
<br />/n'
<br />-art. 6 5
<br />l c /
<br />�!
<br />D
<br />:H�' t.r1. 5...5 5
<br />4"N,. Cwt / 7 4 l YY 8 W a•.3 sY Warc
<br />/
<br />R
<br />u EWO a y2 «in • +z oG.
<br />O s
<br />�
<br />1
<br />E pp . ,AG SCREWS 6 5' 0. -1.a1" 5M-5
<br />.• I G.IL
<br />x/ 4
<br />N C /
<br />] i
<br />t .'A-2U.! . • G END a
<br />• / { ' 'PUSS I Y MN. '1aKAK0
<br />' •i. I ��
<br />o.s7NG
<br />1OLTAA T/7.. «FAD YS. W/ T/6'A.3/3Y- - ro r0D0 .4ApEPv�''0N J
<br />NUN} Yr, m)
<br />T ,A BELOA') : ___ _ OF
<br />EYE In,
<br />t".
<br />.Tt�
<br />3/16' Mum. POP RALI ♦ CNAH �,4A 1' S..I.S. 9 ?� T NOTE ,4 efLCy`
<br />to - _j • MN.OnI D E'.Ex/ ® - EA EORJ Q' Q11 ..Pr"
<br />�
<br />g Rr ) 7 call/�)I. CI. IOD "DER is I
<br />/ F- (SEE DETAIL 1124 t '
<br />T- NOTE " BELAW)
<br />E■CC■3
<br />b ..,
<br />- WOOL ,ENDER REP M'E 1 i
<br />9 I� ^
<br />'
<br />{ 7 9/te' MIT.SEPARATION 1/N'P- /i 5
<br />'/••. Or3/.• C M 9Ck ), W/
<br />7 ./IQ' MI^ 1 MASS I Y5. WJ $ 7/a-..3f32•
<br />SEPN6AMDN t/i A 2O.S/i I fb'..3 37' -
<br />V GLASS AILS rfT/6 Ac3/3]' $ I YIN,'. ILA(• 12* at • j' i
<br />' ww NUT . Iy E++AF aN[ILAP 5. J 2 ,/a' IAn11
<br />MY OVERLAP 7, I - ii➢11wI w $
<br />I ,/a'.-20-]/.' - 10 ^AAA 1/ 'R-No/.•
<br />4 $CLEW Vl
<br />I E 7•/1t- Mm 7/.'A+3/32 I
<br />!!//
<br />- -i IPMIN - YI/NG 1 3• 5
<br />WAG MOI • I-rNV
<br />0 G:.\S'S i cww OVERLAP , : EIZ,, P.ERW' S
<br />Y i „ y
<br />-- t !
<br />- , i
<br />1 Y i
<br />I - yI�
<br />o g I r
<br />T `g
<br />1
<br />- W/ i/B'w.3/32'j� 3 1 I
<br />h 41
<br />arG N,n
<br />I - z -
<br />I I
<br />• 11' D c
<br />3 a
<br />'Iy
<br />0 (2'._r I 1^
<br />1/4'I-2 4- YS W/i. aNNELNAR FE.l4LL I 8
<br />T 2 /R q W r
<br />p ,{ PLUS
<br />- 2 1 wHC N,ft"/a*
<br />_ /
<br />`''( CM 1 aR-��qpAI}}/ 7/B-FQo T«RFFMP.D '•)11/,"*
<br />.
<br />a-2qr!/.'MS�«OTC
<br />lA BFIDN)ENETW.011• 17 1/2. OC - , -) I w,li 7/8•A,.S/12'r.
<br />i 1 W ! NIJN OR I/4Y-7a]!N-
<br />I/.'. I7G sCRLM . 6' O.C. w// 7 2•.i I. WTI -
<br />:/2' W. 1NRFADm PEHE,wAI • 37D 3/4• "S ( I 1. 25D THUYBSCfo.W (SEf
<br />MIOAIDH 0E PATE Al SERIES 20D0 OR ON " -{. • /3 ! '. NOTE t. BELFJr()
<br />1�111
<br />2} ti-tD PANRWIE PLUS W I7..".-am3 .'
<br />MYJNeKREW NOTE IA Bndl) 8 �J� •.7a3jH' N.S W/ 7/W'..,7/3T
<br />,•/ _
<br />7 , rn. PEN[TRAn(N • / • -- CaM WYIG NUI • 12' O L
<br />SERi, 'CO, - I.
<br />it. (2) 2'.i I/V0 VG SCREWS • 6' OC r/ j) 44 r/4'1 ,AG SCREWS • 5' DC r/
<br />_' WTI. I 1/2' Wn 1HR
<br />P{NItRwMCw M0002PIJ.00,WO i mvv.,DD1N , 0 PE«I mAHOM
<br />FOLD PATE REOURfO
<br />ALTERNATIVE 2"W ,,, OF PLATE
<br />Mi DP UH COCF A Yr.' PWC
<br />.00 MT OR ON EDGE
<br />SCALE '/4'-••
<br />PIA'E MK4uNED MFAI
<br />ALLTERNATIVE i "WT BUILQ QUT I,tOUNTING
<br />SILL ,/r.," FLOOR TO CEILING MOUNTIN G
<br />r.
<br />IYGTAI f �TMY ALTERNATIVE 4"W
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WTri ASD. DLW,N '._DADS Ap1HY1NNN SGAu ,/.•-I-
<br />LPII 53 W
<br />HAT/,.
<br />AND PANEL'S LINGIM UP TO 5r0'BE
<br />".��,(i A� Tt(�1,,
<br />)FRAME ,0
<br />sanN,ERN ,�r� _ �. s I.
<br />2 TOP NE+N *DOD cD«srRutrroN R,]Fm ME ITS
<br />PIAE fb. 2. W/ SPECIFIC DENSITY OF 035 OR £OWN. P\;•• '`• ✓
<br />.! `�A ,
<br />"
<br />- FLORIDA BUILDING CODE (High VelocityHUT can. Zonl)
<br />»t
<br />- TT , ND. 4 ?_ 42a:P Ta>=ta •c. 20 GAGE GALVANIZED STEEL STORM PANEL 'P Sri SPECIr,C.ATfOM$ AHO PFOQNP£AIE1Ng iGR ,I�[ Or 4�SW BAR At TOP ,� * ' * ORAAAH T
<br />WELL AS PANEL �J CO««EC'flGv Tp i).^LEGS {a ORE]) AT BOTTOM. BASCO P A "" _
<br />y
<br />IOW OR9
<br />3OW S MTK4,OM ,APE dq QftFT 27 REOL®NP S'-
<br />9 SEAT CAI, __ GLOBAL PROTECTION PRODUCTS. LLD. n/>e/2mo
<br />IL ECOINt TAT
<br />r.�,`.'."to a
<br />Boa r0a rlaFaMM,m DE sEctnra: uTEOALATIVE TOP NF_ARER WOOD F'2� ''.,IFS - •�Gf7y� TAL�r ..
<br />�►I slwnET�ANrN
<br />N. AW
<br />�
<br />•- .A.ar.11ATIr P•,Od. E1r5HXar-16.6, rA: WSN)eE-a7I) 2D-t76
<br />/0PA�TTDYIIfRy1TNt•5^.N: 6C ca@fNVJ !4 ANYANC`�/ON L %' TILL.: D:W n1•Is'v M . pY) n•,_,YI
<br />�,M8�5
<br />WAIT 10 SLIT AI('/ YSTAL147,ON. SCALE 1/4' . t' INN,. ..... G-.WFI1I •'•- .n.rAx D%PWVG M
<br />PI. r
<br />MOTE SHUTIER ORACA'S NOT SHOWN °OR CLARN S[.L/s10W.,UACMR WiLn" A T4UJI :e Pf_ t-•q
<br />Na187 juart M .E ja
<br />tIAMJ E p N L e�} EMIEe'lraAM.en
<br />AT TOP OR BOTTOY�
<br />WITH TRACKS L 2) OR r) W
<br />UM PANEL
<br />MAXIM A EL LENGTH
<br />"L+" OR "L-" (".) D
<br />MAXIMUM A.S.D.
<br />OESM
<br />PRESSURE PATX&
<br />(P.e.r.) (. a -)
<br />CONCRETE AT 0001)
<br />INSTALLATIONS 1'
<br />L4 ...-Iv
<br />zao
<br />W-01
<br />121-0•
<br />73.0
<br />12'-0•
<br />-II7-d-
<br />3a o
<br />IT *-ff,
<br />W-9'
<br />_
<br />A.O
<br />�W-10•
<br />10•-O•
<br />4Ro
<br />IO!1•
<br />9•-4'
<br />43..0
<br />-- Sao
<br />SILO
<br />lao
<br />_-bta _
<br />Xaa
<br />9 6_
<br />I.-,.
<br />s r
<br />-a.-- 3-
<br />e o•
<br />7_-e•
<br />d 9
<br />a-4 --
<br />a a
<br />r 7__.
<br />r .•
<br />r-0_
<br />-- ls.o
<br />1-3'
<br />6610•
<br />dOO
<br />7_7
<br />6-r
<br />eI0
<br />Sae -
<br />7-D'
<br />6 -a-
<br />d-3•
<br />6.-2=
<br />Will_
<br />6-r
<br />6=a•
<br />_
<br />N p
<br />6 -3_
<br />5'- I r
<br />_
<br />__. 105.0
<br />6'-r•-
<br />5'--9'
<br />Tipp
<br />-_
<br />S'-r
<br />1150
<br />-_
<br />Y-6'
<br />19.5
<br />S-3"
<br />RETE. CONCRETE BLOCK & WOOD (T)
<br />SIiII)LE pAI(il3 (� ) lEIirA1tlED AT EACH
<br />EHD sRTH TRACKS (Yi. R} f3 & &I OR D.M..O' O.(
<br />DID MOUNTED AT EACH EN O& -
<br />MAXIMUM PANEL LENGTH H
<br />'L+" OR "L-" (it.) O
<br />MAXIMUM A.S.D.
<br />PRESSURE TING
<br />(VA 1.) I+ -)
<br />CONCRETE i WOOD
<br />INSTALLATIONS I y
<br />L+
<br />L-
<br />200
<br />W-4'
<br />U.-0'
<br />- 2ao
<br />12•-1o•
<br />II'-r
<br />.xio
<br />550
<br />RT_-d'
<br />Ia'-1.
<br />10'-IO'
<br />9'-9•
<br />AC.0
<br />9'-6-
<br />0'-7'
<br />45o
<br />'$00
<br />- i5v
<br />Gap
<br />65.0
<br />A.0
<br />_
<br />9 I'
<br />a-7'_
<br />s-r
<br />d•-r
<br />8'-2---
<br />r4'
<br />?,-S*
<br />s -0
<br />7'-s
<br />r-3
<br />7*-2•
<br />61-11'
<br />no7_-7'
<br />6'-e
<br />__.- Opp
<br />N$ 0
<br />- 7.-0.
<br />C-3,
<br />7_0,
<br />6_-r-
<br />6'-r'
<br />6'-I•
<br />90.o -
<br />050
<br />6'-r
<br />3'-TO`
<br />/0o0
<br />S-r-r
<br />1070
<br />-5--r
<br />6' -3'
<br />S' 4'
<br />_
<br />I F5v
<br />119.6
<br />4'-d•
<br />MINIMUM SEPARATION TO CLASS SCHEDULE
<br />MAXIMUM
<br />PANEL LENGT
<br />'"NoSPEED 4 170 m;.n
<br />WIND SPEED > 170 m.0.n
<br />(I")
<br />UNIIIESTRAINED I WSTRNNfD
<br />UNRESTRAINED
<br />I RESTRANED
<br />So OR LESS
<br />1• 1•
<br />G.
<br />B 1/a'
<br />>33 TO 90
<br />I. 1'
<br />7 •
<br />7
<br />>1p TO 145
<br />>/A TOT
<br />1° 1•
<br />I- -� I'
<br />I 7 1/2'
<br />I -
<br />7 1/2'
<br />7 1/2'
<br />MINIMUM PANEL LENGTH AM FOR A GIVEN MOUNTING CONDITION
<br />•U_ 11" 1Up5'
<br />K
<br />TOP
<br />DIRECT
<br />-
<br />I
<br />•F•
<br />MOUNT
<br />HEADER
<br />HEADER y,OLL
<br />TRACK
<br />W
<br />//1Cs qA[
<br />1
<br />LL25uRE5 G
<br />-
<br />DIRECT MOUNT
<br />46•
<br />i 32"
<br />32" M.
<br />SS
<br />1 So-
<br />W
<br />I SYSCUD ANGLE I.S'
<br />35'
<br />32'
<br />32' 32
<br />42.1
<br />38•
<br />38'T
<br />iRACX
<br />55'
<br />32'
<br />32' 4Y
<br />'
<br />l67'
<br />60'
<br />GO'
<br />l
<br />OULW . D-D IT'r TRACK 'ANGLE
<br />so,
<br />]-T
<br />32' 38•
<br />W.
<br />56' -
<br />55-
<br />-0511011
<br />50•
<br />I 32•
<br />12• UI.
<br />6D•
<br />56•
<br />S6•
<br />2/4 1/4, 3/4. 4/5, 5/5 & 6/5
<br />1W/6, 2W/6, 3W/7 & 4W/7
<br />,• No ANCHORS (SEE SCHEDULE ON 3. MAX
<br />-,, MIN -- -. - - SHEETS 9, 10 ill) _ __. - ---r MIN
<br />a • • a
<br />- - - _
<br />r7 I _ ) - �-,-_ . --M- I • -r-rr T--(--r-r-r T -T -r-I 1 - �" r _l
<br />®'®pry H I I I I I l i i i j i t i I !I I I
<br />I
<br />fI .�I iI i I i
<br />I I W
<br />1___- 1 -_ 1 1 _ i _ _. L _ _.1_L .__: _ i-_ _ l
<br />1 I I I T -I 1 1 i I I
<br />i1 1, I i� A
<br />I� ,- ; - - I
<br />{'UNBOLTED PANELS I f:' I I i I.- BOLTED (PANELS W/ t N-20x1' I
<br />(SEE SECTIONS AS i 1 1 S.S. MS. BOLT W/ d. EA WERLAP
<br />;APPLICABLE) i I. I f (SEE SECTIONS AS MPPI.CABLE)
<br />(i, (i I E _, I I I I II � I
<br />i I I I I I I� 1, I .I I I 8
<br />I 1 i ; I
<br />D.M.. 30•® �j- I I - I I- I - - -� 1 i - _ �
<br />I .!O ID .O' O I S
<br />DF 9 - 3 1� �, M�
<br />'' MIN 2/4 1/4, 3/4. 4/5. ! ' 4 6/5 1- MIN.
<br />I 4/6, 2W/6, 3W/7 & 4W/7
<br />- - -_.--- ---ANCHORS (SEE SCHEDULE ON SHEETS 9. 10 i1T). - -
<br />REGULAR STORM PANEL (-I) ELEVATION
<br />2.5e7• N.T.S. 1/4' Mm GAP
<br />(WE OVERLAP -1 WIOIE HELL'!) .
<br />(I) L.: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSETNE ASD. DESIGN LOAD.
<br />L-: MAX NLONABLE PANS. LDUMN FOR A WEN NEGATAIE AS.D• DEIGN LOAD.
<br />(2) PROCEDURE TO DETERMINE MAMA Phil LENGTH,
<br />GIVEN A POSITIVE ASD. DESIGN LOAD. OE' WINK MAXON PANEL LENGTH 'L.' FROM SCHEDULE.
<br />GIVEN A WGATNE ASD. DESIGN LIMO. DETERMINE MAXIMUM PANEL LENOOH 1= FTOM SCHEDULE
<br />FINAL MAXIMUM MADWOU PANEL LENGTH IS EDLN TO THE MEANS OMWWED PANEL LOOM
<br />BETWEEN 1.' AND 1-•.
<br />(3) SEE 504MU BELOW FOR MN. PANEL LENGTH MR POROSITY OUMiKJOION.
<br />INSTALLATIONS INTO W000 ARE UWM TO . 95 PAT MAX ISO. DE9dN PRESSURE RATING
<br />AVER. a to i I, . MAX. USA. D51G..OAS 4 MAX. PANES LENGTHS FOR
<br />. •X '� SPACER CFI', S USED.
<br />. 4416E '< `101) T1L1EC6' WE. I4 OAfK GALVANIZED STEEL STORY PANEL
<br />*' z
<br />V% TATE OF * _ - f 1 L E C O Is4e. GLOBAL PROTECTION PRODUCTS, LL
<br />=-
<br />3- ` ORIDh " T11TWM • C•IIPANY Moo sr n 31.
<br />'• F • 44 /�O^:r7 MN a..M W,ywr. n N21M oY+L R 333,.
<br />'s'Y.Or .••.....•.i_1�' / Ms..-.+I-1s. :OUR Pn- PIRO (W)M-lwe, FAIL W6M)o6-s»T
<br />VA.
<br />oww W
<br />•7/1"am
<br />CAM
<br />20-175
<br />mrrR N.
<br />GENERAL NOTE
<br />�(n sea ie10L.1 I tss R•fE7Y r-] IMNO ■m081 a4 (C) 19-IA STIH • WOGD .MIL, aPFCIitE &Wff- C--0.5j_.MIN .
<br />I STORM PANEL SHOWN ON nay INOOICT LVALWTION DOCUMENT (P E.D.) HAS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE - 1/4'0 TAPCON ANCHORS, AS MANUFACTURED BY 11W BUKDEA. INC
<br />Y ITH THE 2020 {7N EDI710N) O< THE F IDA BULLING CODE 146 STOW PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PANFLYATE FEMALE 10 AND PANEUNTE FINS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCES.
<br />VELOCITY HURRICANE ZONES (MIDI -DARE / BROWARD COUNTIES) - 1/40 LAG SCREWS PER NOS
<br />N WI 1 r FOIE A BASIC YANG SCREW. END LOADS SMALL BE DETERMINED AS PER SERMON
<br />0 THE MENTIONED CODE - 7 '. F 16 . 5 6' RUSHING. AS DISTRIBUTED BY ALL aCREW. BOLT SPECIALTY . / W000 POINT i ECNL 0
<br />P F # SPEED A5 T ION WHERE STORM PANEL WILL INSTALLED. MIN) OR DIRECTIONALITY FACTOR REQUIRED BY THE JVRISOICT ANE RE AILED,
<br />L STALL
<br />THE T KD-083 lNSIN G 7 6 AND SHAL.t NO EXCEED F MAXIMUM ASD. DESIGN PRESSURE R4TI S INDICATED ON SHEETS I Y t r � ' F C ' P 7 G ABC[ ) NG C MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE T AND 2 OR ELCC ANEUM E PLUS
<br />( )
<br />9 nRU 12i 1 1 P F 3. 7. 8 AND ANEIMALE FEMALE ID
<br />INt R av 1 ULTIMATE ?-, ORDER D VE 1 71E ABOVE CONDITION, UL 1F DESIGN WILD LOADS OETERMYNED PER ASCE 8 SWN.t lE FIRST �"•>J
<br />"
<br />REDUCED TO ASD. OESOGN PRESSURE RATING By MULTIPLYING THEM By 06 IN CIDER TO COMPARE nESE W/ MAX (AS I:).) f2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTC THE WOW FRAME UNIT SMALL BE 1 1/2' NO THREADED 0
<br />DESIGN PRESSURE RATINGS IIOCAED ON SHEETS S. 9 THRU 12 & 17. It! PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION N
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED AS TESTED WERE NOT OVER STRESSED, A Ja% INCREASE IN ALLOWABLE
<br />STRIESS FOR W1F$ LOADS WAS t(DE USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS BEEN DETERMINED IN C.3) MFWNUM EDGE DISTANCE Or LAG SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />ACCORDANCE WITH NMS2015 In
<br />.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1602.1.2 OF CA) MINIMUM PENETRATON OF WOW BUSHING SHALL SE 5/e• 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG NNNNUM
<br />THE ABOVE MENTION SOUTH FLORIDA CODE AS PER AMERICAN TEST LAB DF SOUFLORIDA REPORTS +OB14 01-01 ME)#0719,02-09. AS SHOULD STUCCO EXIST, AND I" MINIMUM FOR WALLS TUT" NO STUCCO O
<br />PER SS7D 12-99 & ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT #112301-,0 AS PER
<br />CS) 1N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOA" BE FOUND OI'N THE EXISTING
<br />OAS-201 AND 7A5-203 PROTOCOLS. ANC AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ SERMON 16M OF THE W1iTALL ANCHORS TO REACH THE J
<br />SHALL BE LONG ENOUGH MAIN STRUCTURE BEHIND SUCH PANELS
<br />R ORIpA BUILDING CODE ANCHORAGE SHALL BE AS MENTIO14M IN C 1), C 2) a C.4)
<br />2 ALL ALUMOOIA EXTRUSIONS 10 HE 606.1-76 ALLOV AND TEMPER (UNLESS OTHERWISE NOTED). SEE SHEET 2 (D) ANCHORS SILL. BE INSTALLED FOLLOWING ALL OF THE WCOMWXWONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACCURF
<br />3 ALL ALU.RNUM SHEET METAL USED C. CLOSLRFS SHALL HAVE 3105-HO4 ALLOY. 8 PANELS MAY ALSO BE *STALLED HOF420MKLY FOLLOWMG INSTALLATION DETAILS SHOWN ON SECTION I THROUGH IS (SHEETS 4
<br />4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTV A-053 GRACE 80 MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEP- THAT HIDERS® &(D SHALL NOT BE USED,
<br />STEEL DESIGNAIION W/FY- 922 H, (AFTER ROLLED). 9 I SHALL- BF THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />T
<br />5 ALL SCREWS t0 RC STAINLESS STEEL 304 GR 516 AL51 SERIES DR CORROSION RESISTANT COATED CJV+80N STEEL AS PER INN ATTACHED tp INSURE PROPER ANCHORAGE THIS SHUTTEF SHALL ONLY ATTACHED O CONCRETE. BLOCK OR W000 CRAM
<br />BUILDINGS,5O01B
<br />W/ 50 CA. DELL STRENGTH AMD 90 NA TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2.1, 33" ID EACH REGULAR STORM PANEL WT. LENGTHS OVER 90', AS PER SECTIONS I, 2, 4. 5, 6 AND ALTLRW1IVES IW, 3W & 4W ON
<br />HAVE A URM AND S OF HURRICANE t NWARNIG NNSTRUCTINIi OWNER OR TENANT TO
<br />6 BOLTS TO BE ASiM A- 507 GALVANIZED STET'-- OR A151 3O4 SERIES S7,A FfSS STEEL. WITH 36 I,P MINIMUM YIELD STRENGTH SECURE A, S 6 • 7 APPLIC BLE R REINFORCEMENT
<br />SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERKAS OF YVISBLEWARNING
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS It THE INSTALLATION CONTRACTOR IS TO SEAL/CiAUIX ALL SHUIIER COMPONENTF.UGES WHICH REMAIN IN C(1NMNUENS CONTACT WrtH
<br />THE BUKDNG to PREVENT WNp/RAIL IINmmoN
<br />lA) TO_.,/4*0IA,�UgApsOlRS
<br />AS 12 STORM PANEL INSTALLATION SHALL. COMPLY "I" SPECS NWCATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGIRAtIONS - 1 tl" T AN ,R ITIN, 1 X INC. ,' -� 11 J,, f APRON ANCHORS AS
<br />AS LIFTED
<br />L . BU LDE . NC (M c 42 ) / P
<br />T JURISDICTION WHERE RMR IS APP ' T .
<br />HORS. A PROVIDED B'H THE JUR SGC 1011 ERE PE LED tl
<br />I/4' f . T/d" CALK -IN ANLINORS, AS MANUFACIVRED By pEWAI.t WC.
<br />/4•s Y 3/4' SOLO -SET ANCHORS. AS USTRIBUTEC BY AL. PONT st'REYI BOLL R SPECIALTY CO 13 (a) THIS PRODUCT EVALUATION DOCUMENT (P.ED I PREPARED BY THIS ENGINEER IS GENCFC MC DOES NOT PR'MDE IN•ORMATION
<br />(MI. F4=SRC t)
<br />P.a
<br />FOR A SITE SPEOCK PROJECT. I.W. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E O
<br />4-I P T F NS O ANCLMA E EMAtE q a PNNELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CO RUCTI(1N PRODUCTS
<br />- 1/4'f ZANAC NAXIN ANCHORS. AS MANUFACTURED BY DEWALT. INC (o) CONTRACTOR TO 8E RESPONSIBLE FOR THE SELECTION. PURCHASE ANO INSTALLATION NMOING LIFE SAFETY OF THIS PRODUCT
<br />A I) MINIMUM EMBEDMENT OF 7APCD1 ANCHORS INTO POURED CONCRETE SHAM RE 1 3/4'; 2' FOR Fit_O PANELMATE AND BASED ON THIS PE.D PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DEIALED ON TIQS DOCUMENT
<br />CONSTRUCTION SAFETY 4T 517E 5 THE CONTRACTOR'S RESPONSIBILTYY
<br />I 3/4' FOR ZAMAC C NLN ANCIKORS.
<br />11) THIS PRODUCT EVALUATION DOCUMENT WILL BE GOHsvmm MAUD IF MOD,FIED
<br />A.2) CALX^N R SOW -SET ANCHORS SMALL BE EMSE.00FO 7/8' INTO THE POURLD CONCRETE NO EMBEDMENT INTO
<br />STUCCO SMALL BE PERMICTED. 1/.• 0-20 SCREWS USED SOUL SE 1 1/2" LONG MINIMUM SHOULD STUCCO EX61, (a) SITE SPECIFIC PROJECTS SHALL BE PREPARED Of FLOROA REGISTERED ENQWFR OR. ART-"r,E.Ct WHICH WILL, BECOME THE
<br />AND /° MINIMUM FOR WALLS WITH NO STUCCO, AND ANY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENWNEER OF RECORD (E.CA) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH WING NUTS PROPER USE OF THE P.E 0. ENG4EER OF RECORD, ACING AS A DELEGATED ENGINEER TO THE
<br />PIED ENGINEER, SHALL SUBMIT 10 IHIS UTTER THE STE SPFCkFTC DRAWINGS FOR REVIEW
<br />A3) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SIN, NF TONG CW)UG*H TO REACH nHL MAN STRUCTURE BEHIND SUCH PANELS (a) TNaS F.E D. SMALL BEAR THE DATE AND OR,6NA. SEAL ANO SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHALL BE AS MENTIONED IN A1) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT
<br />is) TO CXLST1NG CONCREa %DQK WALL ASTM C-90 Ia SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- I/4' • TAPCtRi ANCHORS A5 AINNVFAI-MOUND Br I 1 W BIIRDEA, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE ONE LABEL
<br />SWRSE PLACED FOR EVERY OPEN#C LABELING TO COWLT WITH SECTION 17099.3 OT 7/E
<br />I 4- • . 7 8- CALK -IN ANCHORS, AS MANUFACTUREC BY DEWALT. INC
<br />/ / FLORIDAIBALDING CODE.
<br />- 1/T'f K 3/4' SOLO -SET ANCHORS, AS DISTRIBUTED 8Y All PONT SCREW, BOLT A SPECIALTY CO
<br />- Ili-Ip PANE131ATE FEMALE q AND PA4ELWTi PLUS ANCHORS, AS AMeHLIFACNRE4 RY iLC6 CONSTRUCTION PPronrWU114Illy
<br />- I/A' A ZNMAi WUN ANCHORS, AS MANUFACTURED BY DLWALi. K, H+� A. T,/A-T
<br />9 T) MIIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANEWATL:a AND 2AAHAG NALN ANCHOR, INTO THE'ti�GfNs"V'•,;f9 FLORIDA BUILDING CODE Non High V'WIOC) NUFNConO Zon•
<br />BLOCK UNIT SMALL BE 1 1/4-
<br />9 2) GALA IN a SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT- N0 „O., %,�44 7 7 .Imo "L�, .W 24 GAGE GALVANIZED STEEL STORM PANEL w.
<br />STUCCO SHALL BE PERMITTED. 1/4' ►-20 SCREWS USED SHALL DE 1 1/2• LONG MINIMUM SHOULD�t.O FXISO. * L11
<br />---
<br />� -
<br />/ .,/VIA-
<br />ANG I' MINIMUM FOR WALLS WITH NO STUCCO. �q: - l
<br />; 9. STATE 1 L E C O IEt ; PROTECTION PRODUCTS, Lw' -
<br />/
<br />W3) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS RE FOUR f'(OR11 - T.A. ,�StN•` E,"Mr"I�'iwW11a Om+PIUW �r� IAm1
<br />EXISTING WALL. ANCHORS SHALL BE TONG ENOUGH TO REACH FNE MAN STRICTURE EEHNO SUCH P SO '6v �' HAA.r "�tHY 20-175
<br />S/ONAL � --Wr1rF�..�� -• s_I}SM) -T3N6 rAII: (P6.=_rAO
<br />ANCHORAGE SHALL BE AS MENTIONED IN 8-1) AND :N 8.2) _ � ..
<br />..UTl'4
<br />- I, RAL lYOYMwL , MI
<br />".•"EMIT,+
<br />„L"` ,N PF m11_A„
<br />NIA INOT I R to
<br />INSTALLATION
<br />INTO POURED
<br />DETAILS
<br />CONCRETE OR
<br />FOR REGULAR PANEL
<br />CONCRETE BLOCK
<br />.17
<br />STRUCTURES
<br />--Oa
<br />E�lIf■TAG POURED CONCRETE
<br />CONCRETE BLOCK
<br />PD,xsED CONCRETE
<br />C•ICRETE BLOGN
<br />REw•/•RE.
<br />i -
<br />REQURED.
<br />CONCRETE ANCHORS
<br />CONCRETE ANCHORS / ,
<br />(SEE SCHEDULE ON 4/,
<br />SHEETS 9 THROUGH ,01 'Mi C'
<br />,,
<br />(SEE SCHEDIAF ON {i.
<br />SHEETS 9 THROUGH 10)EXISTING
<br />.',
<br />o
<br />EPIpRR POURED
<br />I
<br />_. ,
<br />CONCRETE BLOCK
<br />,lNti-mlr
<br />1 '.
<br />_
<br />I/2' ' 1/4'
<br />1
<br />,/2• I1/4,
<br />REotARED
<br />_ „tR0 ¢HEAD !oC
<br />iMAX _ . -
<br />tllll. - ----
<br />{
<br />- CONCRETE ANCHORS :4t -,,
<br />- _
<br />I
<br />-
<br />(SEE SCHFCKU ON
<br />I
<br />I
<br />EC
<br />I
<br />E D
<br />1
<br />SHEETS 9 THROUGH 10) '
<br />I
<br />- _
<br />;
<br />i
<br />E
<br />' E
<br />i i
<br />. „ .., ..
<br />I
<br />/
<br />C)
<br />...
<br />I
<br />I E CI
<br />I i /�
<br />i r tom:
<br />t... . .I.
<br />E_ MI; A --
<br />1 - INY-LNr
<br />F..., _ Sd , r,@
<br />a oAAM.
<br />0
<br />E
<br />Ir .:.:.
<br />B
<br />I
<br />;._ ,/.Y-2W1.
<br />.-- - .�]. aan r
<br />r- - uTO
<br />1 I
<br />I1s6r4RAnoNT
<br />�'-- GLASS.
<br />, I68we IIYaTO
<br />=4
<br />sePARAnaN
<br />GLASS,
<br />A
<br />I(�Ta INM1.
<br />RaOHORI F-h
<br />�;4-_j
<br />I
<br />1
<br />IXISTNG(SEE SCHEDULE
<br />I fNE. f-a)
<br />'L' M..,6(SEE
<br />SCHEDULE
<br />1
<br />1
<br />1CUSs-'•"�ON
<br />I
<br />SHEEP 3)
<br />I H PAIL LENGTH
<br />0 ON SHEET S)
<br />I ,1
<br />1
<br />, (SEE SCHEDULE
<br />IT
<br />I
<br />1 sEPARAlg11
<br />'L' L1m E f0 cuss.
<br />1 1' LEN
<br />1
<br />I 1
<br />CONCRETE
<br />1 ON SHEET 3)
<br />i
<br />9
<br />IT ,A
<br />I
<br />PANEL LENCn+
<br />(SEE SCHEDULE 'I
<br />PANEL TM,
<br />SEE
<br />SCHEDULE(SEE
<br />, V I
<br />SCHEDULE ON
<br />t
<br />-ULE
<br />-- A -
<br />,-. V
<br />SHEET
<br />,
<br />SHEETS 9 THROl1GH 104 1
<br />I `1
<br />N
<br />I
<br />N
<br />sox
<br />EXIn
<br />} ,;
<br />MAX
<br />555
<br />.
<br />DUt55 !
<br />1
<br />( r
<br />}
<br />ED I%
<br />''::N::
<br />jiSi ,'`r,.�;'Ifo can
<br />�
<br />i
<br />• . ,p' DC
<br />r
<br />1.
<br />C. 0 1 -
<br />j
<br />E.G.EO
<br />1
<br />I
<br />I
<br />I Y
<br />T '
<br />jj
<br />1 �5
<br />L 5
<br />� i �
<br />Ep �EPOURED
<br />OR
<br />N k0 12 T/r cc
<br />)
<br />OR
<br />,
<br />CONCRETE &DCN I ,'
<br />pEpU1RW. -
<br />1 r
<br />' 1 ,
<br />CONCRETE .NCOHORs t
<br />, (SEE SCHEWLE ON ' ') _..- _
<br />` v -FU---ED- 1/4.,-IiS IL�I
<br />6 17 t/r Ot
<br />--
<br />AREETS 9 TNROtM:M 707
<br />1
<br />sIT • I ALTERNATE
<br />- t Wn. _
<br />ft
<br />W// (,q ONLY WHEN BOLA Jam..
<br />p LEG LOCATION
<br />'., .P'
<br />Y
<br />ti4J
<br />SET i CALK -IN AN4�4.C�7H�•ORS
<br />USED iANCHrORS �
<br />EXISTING POURED CONCRETE
<br />OR CONCRETE BLOC(
<br />ALTERNATE CONCRETE_ G POURED CONCRETE
<br />_.-OR
<br />CONCRETE ANCHORS'
<br />PANELMATESARE
<br />ARE USED.
<br />REQUIRED.
<br />ANCHORS CONCRETE BLOCK REQUIRED.
<br />STAGGERED W/ STUD
<br />(SEE SCHEDULE ON
<br />(SEE SCHEDULE ON
<br />SHEETS 9 TMRIXIGM 10)
<br />SWEETS 9 THROUGH TO)
<br />YY - N IO
<br />SECTSCALE 3/8-1-
<br />IuA8iS7A
<br />3L�
<br />SCALE 3/8-1'
<br />WALL IIIIOIJNR8��IECT
<br />SCALE 3/8-1•
<br />MOUNT
<br />a"�ArLAIA�
<br />T%(��!a
<br />P�
<br />T
<br />.•
<br />I 'i.. •
<br />DENS ',�9
<br />FLORIDA BUILDING
<br />CODE (Non High VolocitNV Hu
<br />one Zone)
<br />CO. r EDGE DISTANCE
<br />NOTL FOR COMBIIIL�� SEL`T10N5'.
<br />a '
<br />z �-
<br />0. 44167 .: -_'-
<br />* '
<br />STATE ��'�z_�
<br />A.OIt TAB Nr. 24 CAGE GALVANIZED STEEL STORM PANEL
<br />I L E C O IMt GLOBAL PROTECTION PRODUCTS, LLC.
<br />CA
<br />IMa
<br />(SEE SCHEDULE ON
<br />10)
<br />TOP & BOTTOM MOUNTINGS GAIN BE
<br />'���'`
<br />=
<br />NF(ORIO*
<br />=
<br />01,
<br />ONNE. R13eE t4",
<br />SHEETS 9 &
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />'Ai" 4
<br />p -. • •�?\
<br />A. A.... Hw aa,.•.r.Iroa W. M1w
<br />A-' LAND rt-1Ar . QR P-IM, "II.M[:
<br />(X•.);W- 5.a P. (E.)rE-Ctl7
<br />20-175
<br />Dtw1Fq w.
<br />_�_
<br />TIME. i TIL.t/aTt
<br />In4T1R A Nun A.. Pf. m
<br />�„r ~
<br />,Ma91 it I
<br />gap . Or M
<br />fie
<br />a)^
<br />W
<br />N Cu N U
<br />N O � -0 L =
<br />CU ca. 2
<br />C CO -0 a -
<br />.Cm U � Cn
<br />c = CIO -
<br />U /�
<br />iL
<br />C 0 0 'i CU
<br />Q O U-
<br />�/� � O /
<br />\ `O = = TS O
<br />Qn CM a) L � L
<br />C W d i CU O ''� ^ ^/e o ... 1---0 . C U) Q
<br />- &4 =
<br />:X N
<br />4 C'V Y
<br />a,
<br />ly
<br />� E = =
<br />mc",=•a
<br />r 3 Eo
<br />3 L
<br />= .°7 v d
<br />C d= Cm
<br />tC
<br />H E�
<br />C
<br />!O
<br />O
<br />{ - (i
<br />-
<br />0 4
<br />M�
<br />w
<br />J
<br />INSTALLATION DETAILS FOR REGULAR PANEL Ct) INSTALLATION DETAILS FOR REGULAR 1
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES INSTALLATION DETAILS FOR REGULAR PANEL I j) INTO WOOD
<br />ALTERNATE CONCRETE wooD ANCHORS �� 1, '. _ SEPAAMT04 _ I ,r� __ I _ --.
<br />ANCHORS LOCATION N, 1 TO GLASS I ''' -.- _
<br />COnICREIE ANCHORS (SEE SCHEDULE ON SEE SCHEDULE On 'I _ (SEE SCHEDULE M 1/.'4-tur 4's8` (IWin } IXISTONG _ _ _ - LOCATION ALTERNATE LEG
<br />(SEE SCHEDULE ON. IX,SnNG POURED CONCRETE. SHEETS 9 THROUGH 10) EXISTING POURED CONCRETE II t/PP-mrt' H _
<br />SHEET 11) O sSA,)E21 NIMo eats F ON SHEET 3) 1 �S�7s w A.
<br />OR _ •R9 • • s/c a.c I _. _ _ L _. _ REQUITED. STRUCTURAL -
<br />SHEETS 9 THADIGN 10)• OR CONCRETE BLOCK REQURED. BLOCK I - .. _. )• .� 0�is„H o.BT F-El ADEQUACY OF EXISTING WOOD - - cn aF/
<br />IROUREC. TFRNATE LEG /'.': V-_ _ _-H E1' Mo.. BF/IM TD BE CfRTIF1ED 8Y _5;i"A CONCRETE AfICHOIIS H 1 EXIS �-•1 +. - REGISTERED ENGINEER OREXISTING POURED-_...E'D'= i LOCATION WOOD HEADER }!i - - W'ppp ANCHORS �I= CLASS --I PANNEL LENGTH ARCHITECT PRIIX7 TO SHUTTER / ._S.�'CONCRETE REOUNI[D- : '. ( SCHEDULE �,r�• REQUIRED r• ._ t 1 SEE SCNEDUIFSHEETS 9 111RDU.AIC i'`L I (SEE SCHEWLE ON _ y'-.-__ _ ON SHEET I NR NSTALLATMON. )yppp ANCHORS ALTERNATE WOOD ANCHORS _ -. I` u;n. -
<br />L.-
<br />�� .f5 .F .. _ I tan I.a1,' OIDI rWHRr ,FAD - _.+ -L - _I .. ..I MIX. SHEF'T lT) E... I.... i 5PAt2:R (SEE SCHEDULE ON (SEE SCHFEDULE ON`� �4'A•'AtaL"DtN ,EN' "iocYl a}� YEO - +-- ES (D
<br />w8f
<br />oo
<br />/FH�,•,-.,;Y !-r j 1/4• ' .,,. '.. - TD -, '---RW •IA00t TEN ICAO. OR I :;; 1/Y ,1(4 . �If2- --' SPACERA^ OF 1- SHEET 11) SHEET 1Q MI - , ED--�-ED i/.'PA SS W8 r/ Mn
<br />-.. Wiz. - CONCRETE ANCHORS ": '. I .•'3a1' SS rW y NUP ,- / - • 7 .c
<br />SCHEDULE I
<br />-MAX M LENG-H
<br />1 1) AN1c
<br />,
<br />:;. lT TIC. _ WOOD NUDER '
<br />1 I_.. _. - I `1.__. I _ Fd R I1 4' 7
<br />t/2'
<br />1 1 (SEC SCHEDULE ON- c ,R. 1 - 2 I ' REOUREO Y' A I EOH - _ _-_ 1 _. SEAL, q �HpEADER_ - _ /2' _- _'_ ..__. _
<br />1 �� 1 SHEETS 6 MRD(CH 10l , , � -' I 1/4HI-m.t' 1 Ep I i Alm. I ui+ I I - - C ---_ 1 /� .-- i O . N t/ Y- (
<br />I T II F-- 1 .?;. I i ss 0 -can I F- � :. I I �l EO R - Ex15TM)G _ 1 12f N I -/' T ->A 4 ears
<br />1 \// I ED I WRP• 5 I!N- o.c / I i' Y.a 1 M - 1 r I ` /I PANEL LENGTH -j ..i _ ._ 1 GLA55 -1 `v 1 1 1 r • s 1H' oc
<br />SPACERS
<br />SSffMNNCG� �1 1 �t r E 1 ,i ( I % ,. Yin. (SEE SPAGER I IRn. _. '1 S� `j SEE I(OTE BELOW FOR LIMITATIONS FOR /2• ; MNt _1 i (SEE SCHEDULE ONWOOD ANCHORS - lan. (; 1 1 ICU
<br />CL/5 I i I /' 1 ON SHEET ] V 0 I 1 I SHEET 11) 1
<br />t..a'P-gas /✓/ S I Cl) 1 /�,'� 1 _ 1 'l
<br />SEPARATION I fy} t SEPARATION I 1" MAX I 1' MAX
<br />t t/2' LONG SLEEVES. PARATgN ro} `
<br />III :s ,an « `% , , 1 f i SCHE t C FST 1 Cl) -� `L� , t t f /
<br />TO CL1L55 I {� 10 GLASS. 1 PANEL LENGTH llt I PANEL LENGTH --I GLASS. SFF N
<br />I .IL,. on FOR nra n r0 GLASS I IJ.Y->tit' 1 ON s1EE75 1 (SEE SCHLOULE 1 1 ( 1 SCHEDULE 1 I/4'P-2a1' rr 1 • - ( (SET
<br />SC rDr 1/f.-X0.1• (SEE SCHEDULE 1 SFE SCHEDCT J� J , i
<br />I 1 IWaA, O,d Y-a j - I si sa3 r 1 ON SNFET ]) ' r D1 SHEET ]) I ON SHEET S PNEL MATE FEMALE q OR PAhiEI MATE 1 ON SHEET 3 1 si e604 r
<br />'L Ma.. -' (SET '3REDUL4 ON +® I AT M t>o.Wt® SPACER j I ON SH[R 3) / 1 ) ) �! jQ0 1 Mm. SEPARATION TO TAASS_ , O
<br />R �' I A A OEIM .. , ./N+P-sat• 1 ;' 1 Pttb (SEE SCHEDULt ON SHEET TM) 1 "" - . t 'y �R, Ir : fi SCIBDLRE ON SHEET 3) t 1Xlgt �2 5,r� •L- No
<br />1 1 I PANEL LEAIOTN 1 SEER 3) tLH M ,w•L 1• MIN. 1 - - YA i I IU3" Id Ira 1 SS 6aRp+rZ.Nr�r - PUE ; P NGnI
<br />1 Wn. i (SEE 51EEIETD3)E j [��;,/ 1 H am F� (PAN LENGTH I SEE SCEDULE 1 ��.,1( i (1 ODIom a0H f•e•) 1 ,1. i AT t SFPAMi1pN 1 ! ; LOON l -c 1' MAX 1. _ _..._ AV _ ; f (It tat0i�`wLa (SET SG/,muLE
<br />It SEPARATION 1 EX6nyG_) �R 1 -I
<br />ON SNEFT ,q � -1 �,l 1 { I EX'STUdG� .. I ImIN OIU s-47 F"ASTING__l i0 PLAT• WOOD ___ r _ _.. ON SHEET Ix H(; NN4Hn a017-h ON SHEET ])
<br />1 TO C1.A55. 1 ! C1A55-1 , 1 `'4 I 1 n tc¢ - M -- M GLA55 SEF SCFIEIXAE _ 1 PLATE �WWEO , f M ( SCHEDULE
<br />GLASS - 1
<br />iI (SEE SCHEDULE I 1 1 I _,-....A -'� -;_-.' r ; -.:Y.. - -T i i :�pN PANEL LENGTH
<br />SHEET s) : -� DIRECT MOUNT W/ SPACER IAA I- F- i. -I 1I Cn
<br />111 -"-_ P _. SEH._ _
<br />1 ON Smer 3)OF , I I`r li o< 1' 1 I .-- I_ / _ _E_. I. _ ,-� ,. * I A_` ALTERNATIVE 2W' c� 1 ( ,- A - ._ _..-:_ _. _ _ _° AY �'- I
<br />1 ; MAX. t ` ;� i MAX i - 1 1) �._. I 1 ,.J -� - 'l5Ar SCALE 3/6"1' 1 i ,IJ ; _ sox7 1� - * 6�
<br />1 1 I S I I I g I I _ __ -�-II 1 / SEE TABLE 1 ON SHEET / t FOR MAX PANEL LENGTHS & 1 I OF •L' 1. r'I 1
<br />1 E D � ` I SPACER I ( MAX F I , 50R f r - I • 12 I 2` O.G. 1 rL t U
<br />E{ EE
<br />1 I • 1 1 C. �._ _.1 1. T E D LENGTH I Of •I' I OF 1' i I MAX. A.O DESIGN LOADS FOR THIS INSTALLATION. 1 1 MAX
<br />1 EO I L-J I
<br />0)
<br />II 1/.r I I I r-I : 1i MAX. - I 1 1 I _.O 12 t/2' D.0
<br />1 - .- .•LOT ____ 1 _ I 1 1 A NO FNISHI 1'4 1 M I I/N'r-2011'
<br />1 L1.1.
<br />I :R'•i/-ems• , I 11 . !_; I I -_Mc. 1 1 i I E10 A 1/2' '
<br />I I
<br />I.z C L--N - 3/4' • 12 1/2- D.D -E .1 • . v.' .c - _.__ ._ _ ss,11EX MtFAo eaa
<br />CONCRETE ANCHORS CONCRETE ANCHORS H N 1 I ( I __ __-.-__- , ALLOWED 1 , EO A3
<br />(SEE SCHEDULE ON (SEE SCHEDULE ON -1 1 ED I I 11 I I M --- {t !- r • 6 ,/4. 0 c
<br />DOSING POURED � �� L I _ WOOD ANCHORS Ik Ik 11� (7
<br />CONCRETE ,� " t} EDGE D WALL OR Sub S"EFTS 9 TH,E000H t0) SWEETS a THROUGH 10) � I (�2 1/8• LONG MAX. AL.UMNUM � 1 STAGGERED
<br />REQUIRED (TILT. CONDITION) _..k. 9 E - - - STUD w1cm a IMY ME 1 1/Y I" F: _. _ _ - O
<br />SPACERS • 6 t 4' O.c. VALID F,XT�RI H
<br />3/• EXISTING POURED CONCRETE ALL DES L AND PANEL I * (SEE SCHEDULE ON 1 j -_ _ 2-X6- WOOD �.. _ _ ____._-.__-_..� SHEET t1) _ - 2'.4' TYp04 PUTS - L
<br />-on CONCRETE BLOCK EXISTING POURED CONCRETE IENGTNS PER SHEET 3. 1 (t)MU LAM 6 LOU 10 A ONE /IORY RUNI63 WAIN MS-o' _ - DECK REQUIRED WOOD ANCHORS
<br />OR CONCRETE BLOCK MAX LONG PWINW SPACERS • 2 A4' wop0 4 j y{jg � MOUNT (NPR 6 A RS RCnON Ilgt NOR CONCRETE ANCNorts \\VV REau REp. �- REanREDCU(SEE SCHEDULE ON - __ - . RE,%IREC - / PULE RElUIRED wOOD ANCHORSK"m )' SEE SCHEDULE ON _ _ 3 4' SHEET I1J a-
<br />E.D. - 12 I 7' CC. (SET TABLE N1 ON .. -.-. _ 2'K4' WOOD ( -_. / .. ' I• MIL aYAMtION w ,X.4S• WIOIDATID ! , - I CIWpILY epG1m al 9.ET ,t .000 ANCHORS -. SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10l SHEETS 9 i 10..) STAGGERED W/ STUD I ON aasT 3 IMY R RmNCm w t/a' AS i 1' '. _.. - PATE REOLXRED W) ANCHORS OORC TRW OGwOm11 a P"a um RSWE O OP SEER 11) -
<br />(SEL SCHEDULE ON tI Lan AS TIE FOLLaWuO IXNOtO/6 ATE I WOOL WTE MUM) VVILL RE WPM WOMAN AT 8 Ile 0C.
<br />SHEET 11) oowuto WIN i f_ _ - --- i CPR; i} AtSB.LTor nWM u , E' o.O. srwvo "IArm w 1 __ _ .. - - `-- "
<br />.. _ 2' Mm
<br />(1) ILAM AID. -0 PRE661A■
<br />RAlra ■ .•a -•s KI. I (3) MX a em FWm LO,OTM L LM P w E' Al ANY DPt1AN■ I
<br />SCALE 3/8.1' SCALE 3/8-t' KE L A RL9R "), TROY IMLIDI PANEL 1a1C11• AlOED dH
<br />SCALE 3/Mt• Cn .71LAIYIAUM ROIaI PAIIp LDIOWH 6 tXHMLDIAE• 9uT ,$). ■ICU
<br />WALL MOUNTING i (3) swell FARO OSCILLATION • aar N) 1 1/7- IM SAACER COMPONENT 9a awl BL As mocum ON CEILING AND FLOOR MOUNTING BUILD -OUT MOUNTING "
<br />ALTERNATIVE 1W Leo AN nmmo Ao.o FRAME WALL SCALE 3/8-,L aET E B■TALLATON a 1 1/7 Laltc aWaR a is afar ALTERNATIVE 4W
<br />WTA PMI INTO 20NIN F 2 11 3 At oMOMllVM A 45HM !SCALE �7�-t•
<br />t_706 sT"Ottw wO nt smo LIME mNRg1,Y a RE FLORIDA
<br />SCALE 3/e-1" (a) .AIAutW WLa 1MaY edt ,HMO eJ■o•■ WOE NlfilRlNy SCALE ]/a=r
<br />IHMHHHIRyrr f2 11. 2 . 3 rOt ASTY t ��•,........... T
<br />1, vA r`rct `s FLORIDA BUILDING CODE Non rn h W13olt HurFloorn Torn �� A. T!(4 - -'- �- RORIDA BUILDING CODE Non HI a} / LtiCENSF -✓� = LLl
<br />N
<br />Qy ✓v - p ..............T t S -
<br />y�.. CEN ' •. P 1�7F5. 3A:' �CEN .,q h VNoei HuMeon• ton. NOTE FOR COMBINATION OF SECTIO- - NO• 44167 . = FLORIOA BUILDING CODE Non High YadOC1 Hurrieorn ton.
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D S *:
<br />0. 44167 's a2m. T..TEEG. Ac. r>r. 1. INSTALLATION ARE ONLY VALID FOR MAX, A.5.0. ; Hue. aEw. AK. r1. TOP & BOTTOM MOUNTINGS CAN BE ' * HH1mo TMT=' .HG r'.. Q
<br />24 GAGE GALVANIZED STEEL STORY PANEL CRAM a, NOTE. FOR COMBINAl1ON OF SEC71pN5- DESIGN PRESSURE RATING (p.s,N) AND PANEL LENGTHS = No. 44187 = 24 GAGE GALVANIZED STEEL STORY PANEL OIWw a . DESIGN PRESSURE RATING (P aT) AND PANEL LENGTHS i STATE OF • s 24 GAGE GALVANIZED STEEL STORM PANEL � N
<br />a * t• * •. * o C * * z C BINED IN ANY WAY TO SUR ANY AS PER SCHEDULE$ ON SHEET 3 - 0 -__ /
<br />C mM/ID» 70P & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR OM
<br />NOTE FOR COMBINATION OF SECTIONS: $ ' *- wM/2o2e INSTAL LATWN. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ': •N' �(O - - _.z,l_ E/fl/207. Z
<br />E.D. EDGE DlsuulcE '}'a'• STATE 0^r----=-'-'� 1 L E C O EEL. GLOBAL PROTECTOOt+ PROOUCisf LLC• TAW; COMBMEO IN ANY WAY TO SUIT ANY ALTERNATE 2W'} z 4' STATE OF, _ Gl08AL PROTECTION PRODUCTSM LLD. - -_---> / GLOBAL. PROTECTION PRODUCT'S. t1C.
<br />q . / = 9' I L E C O I Mt. art. MEMBERS TO BE SIR)iHERN PINE No 2, W/ SPECIFIC �£ _' / I L E C O AMC- as
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE F p , " �[ '- -- Mm s.x a, swFa INSTALLATION, % D N(' - MOO z.r. 51 sTRm / MIIo S.r. sT ItIEET
<br />'i of , Cl)RND . owND "n ,E w,4 s ..GRID A Das oENSITY OF 0.55 oR EQUAL. 'I, ANALE 1L a eaLeAWY Z
<br />SHEETS 9 & 10) COM81NE0 N ANY WAY TO SUtT ANY z�y,F • •... ''' 6 ! 't47 r r .a r Na .Ma..wa . MIa 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD . ' G►Ro ... w a. NM MA WIYY alma K OIa DrC. FL ]VA ANNIINHHII..". ! lA1-Z.H,% .,. � a m - , rt SO A20-175
<br />INSTAL.LATTON. 4 /O A •rC P A...'RMM-www .LaR "I_,sH W.ala tASN7w-7w, FAT: fsSM)er-6TST p�W�ft MEMBERS To BE SOUTHERN PINE No 2. W/ SPECIFIC Si •'.A, ft-� ..�„A, ',...,,,,,,,
<br />/N/IN1M1 nNR/alE �� w r rA.. tau m-Wto ,u PIN m-IY1 ,.TREE; WHXWs-TSNa rwt (E4)WM-67s> 20-173
<br />b,. Ir , O,N (93. 75NA fAl (93.)aA-6i1
<br />mli
<br />rKRII I.S PF b mw DENSITY OF 0.55 OR EQUAL. NINENIMBI n;eNtAIF eA-oowl4 N.st.l r .. - r 1,1M,•■ '* A st.WISKWMTIWE/att 'A aP o-I• orwrHo u.
<br />flltEl s R to 1YAULI A TAUT J... Pt 7-Mr al[p e d Me WK A TORT Jr„ PE m fl■tT O W 1•
<br />441 17
<br />SHEET NO.
<br />SH 1.3
<br />
|