|
MAXIMUM SD.E
<br />D
<br />YNI.
<br />Y1
<br />SEPARATION
<br />Me1Rwro
<br />APPLICABLE TO
<br />MTE•Ir/G (p.s.1.)
<br />(SEE )
<br />OIA59
<br />WNML
<br />.".a. -73.3
<br />m' Olt LESS Lt55
<br />1 9/,
<br />BOLTED
<br />1'• Y. i^"
<br />2YI ! 3"X
<br />+66.0. -15.3
<br />m• OR LESS
<br />2 7".
<br />BOLTED -
<br />4' a 4'W
<br />• 1�/F"/ 6-20 7/ ' SY.S MU a WIMCT AT OVERLAP ! /OR OF PANEL LENGTH
<br />Or PAN
<br />I %-�.r . 1
<br />`.h.1 ,H. , 11 - IV .IN ►•.,ih%71 . >tl • ALAI. '11: .Ml :fs-T19mr-T-01IIIIIIIIIIIIIIIIIIIII =
<br />A
<br />1.
<br />MAXIMUM
<br />DESIGN
<br />URE
<br />RATING
<br />e.f.BLOCK
<br />MIUMM N ANCHORS SPACING FOR L D - 3 1/2' -
<br />APFLrm E TOAS.O.
<br />6 a
<br />an, COMBINATION
<br />X)F THEY
<br />IMpAN PANEL
<br />LOWN 1• (W)
<br />TAPLONS
<br />I CALK-INP,vamw
<br />EOIIEE n
<br />PANNAI IE PLUG
<br />ToCGNCHTEm
<br />CONCRETE
<br />m CONCRETE
<br />m WHNCEI[CONCRETE
<br />BE=
<br />To CONCRETE
<br />PLOW
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />12-
<br />N/A
<br />I
<br />12•
<br />N/A
<br />V A 2• (TOP)
<br />11'
<br />3' *
<br />10'
<br />3'
<br />S'
<br />4-
<br />5'
<br />4•
<br />1. OiOTTOM)
<br />12•
<br />3•
<br />12•
<br />5'
<br />B•
<br />6•
<br />8'
<br />B•
<br />1 FOTTOM)
<br />IOW ++
<br />66.0,
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2•
<br />IT'
<br />2• (BOTTOM)
<br />-75.3
<br />7•
<br />N/A
<br />j 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 />22•
<br />N/A
<br />9 1/2'
<br />N/A
<br />9 1/Y
<br />N/A
<br />3' (BOTTOM)
<br />12'
<br />N/A
<br />1 12'
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />{' (TOP)
<br />12-
<br />6'
<br />12' 1
<br />9 1/2' 1
<br />12• 1
<br />IT-
<br />1 12-
<br />IT'
<br />4' (BOTTOM)
<br />* UNITED TO BLO P...1. AS.D. DESIGN PRESSURE RATING.
<br />A SEE SHEET 26 FOR ANCHORS TYPE k SPAIL16 FOR PFSTL TIONS INTO WOOD
<br />FIRE 6LWLDW
<br />M/111UM ANCHOR SPACINGS AND M 04MUM MICE DISTANCE ARE NDIGTID ON THIS
<br />904OULE. FOR ED, LESS THINK INDICATED ON SCHEDULE RFOU[E ANCHOR !PACING
<br />BY YULTIPLYRI9 SPACING SHOWN ON SMM" BY TIE FOLLOWING FACTORS FOR
<br />H6 TIOPERA OR TO BEPOSME• RRLIKKED SPACING QUAIM0 USING FACTOR SHALL
<br />NOT BE LESS THAN YNMAV SPICING NDIG7ED FOR EACH ARMOR TYPE AT
<br />ANCHORS LECIDIM
<br />ANCHOR HOR "IRE
<br />1/41
<br />,/4•.
<br />,/4-.
<br />1/4.4
<br />TPOW
<br />PWQ�
<br />FINNUE 10
<br />PLUS
<br />a"-N
<br />,w Acous MPAOH• LTA)
<br />3
<br />3
<br />3
<br />! ,/2
<br />WW.aAr LNnra- (M)
<br />Ht•AYJ o.".I. AIR,! PA)
<br />3
<br />3
<br />!
<br />3
<br />3
<br />3 ,/2
<br />3 try
<br />4
<br />IL71K F& ou awsm
<br />*A
<br />M
<br />, '/2-M
<br />-
<br />2 I/Y
<br />-
<br />-
<br />-
<br />M
<br />3•
<br />1tIe
<br />-
<br />I IRO
<br />I M
<br />3 I
<br />-
<br />I IAO
<br />-
<br />-
<br />171�1�
<br />V+ REQUIRES WDISTANCE BETWEEN BOTTOM OF PANELAND (1) TOBE 1/2' �.
<br />I
<br />++ REQUIRES Y.W. DISTANCE BETWEEN Borrow OF PANEL I
<br />AND m BE• 7 rY
<br />® / 3/16'
<br />Mr.
<br />COMPONENTS FOR REGULAR LIFE SAFETY
<br />do E-Z HANG STORM
<br />PANEL SYSTEMS
<br />(SCALE 1/2-17
<br />---- --.--
<br />- -__----
<br />--_. _-15.125• (TOTAL WOIH).. - _._ - - --' -
<br />-. - -_ _ -
<br />- -___
<br />--- _. _.
<br />_.-,2.500- (EFFECTIVE WIDTH).. - _ . _.... _ _ -__
<br />- -
<br />( T •F
<br />-.t93'
<br />11/S4 mo //44,
<br />Cl ---_ -- - 6 1 4' --_
<br />/ (IMP.)--._ -
<br />- \
<br />,i50-
<br />.]74t.-• .125�, ..to Aou • 6 ,/4•
<br />,
<br />,W- .,66"+- OR • 12 1/Y O.C.
<br />.06�,6j-t16
<br />.. ',I 3S0•-
<br />- 1.350'_-�, - 1.330
<br />It:5D9•
<br />I,: (MAY 6E nemmuD)
<br />.25D� ` 7 .
<br />T J F�EI4MED CL
<br />DALWAsim 6TEEL THICK ©-
<br />N v -
<br />h , ' 3.]1
<br />.
<br />060" -- �• .eBB'
<br />""I. \ 1.50E -JE
<br />EDGE
<br />ASTIM A853 TYP.
<br />I, / .2.000• .OB4'-
<br />I
<br />-
<br />9 1.015• I ' --A" I 1
<br />- -- DETAIL A
<br />TIRADE 60 -BLaM
<br />G-w IiLW. 4B -
<br />__
<br />HR]M'ED_ , 2.,25-
<br />EDGE J
<br />_________ _
<br />t
<br />- 1
<br />37s
<br />L
<br />004' L--, 300'-- A25'
<br />--iTYP)
<br />Qt STORY PANEL
<br />1 ... 350' i --1.33E---
<br />DETAIL A _ -L- .-.
<br />2.000'. --.
<br />PANELS SHALL BE INSTALLED ALWAYS
<br />FROM LEFT TO WON W/ 1/2• LEG
<br />-
<br />- - 2.3e7• - -
<br />AMR HEADER 3
<br />IF" TRACK 4 ANGLE WITH STUD
<br />AT END A LEFT SIDE OF PANEL
<br />2O
<br />-;-I-
<br />w/AEMAED mcr..
<br />t0.05'
<br />�--r
<br />OF P him
<br />1
<br />.375-
<br />I _PANEL
<br />0.024- (Ma.)
<br />GALVANIZED STEEL
<br />ru
<br />-'
<br />-13]'' e.170'
<br />I I �
<br />az00-
<br />-
<br />.e2s
<br />1 - 3
<br />o.37s- -
<br />-_ IaSo
<br />- 1S0
<br />1 HEMMER '.
<br />ISOM IC VIEW AIL A
<br />1407' e6YJ'
<br />t-- 1 _- � JI
<br />,u:T �_ ,.I t
<br />H4t70a•
<br />L
<br />zm
<br />-1
<br />- 1 OR
<br />'
<br />f
<br />. 2 'i110'I
<br />- �
<br />ROUNDED CORNER O ENDS OF PANEL'S
<br />.937
<br />I A6n
<br />.-,-Pw
<br />.:
<br />-i2S .
<br />-2,378' -_ END uv w( HEMMED EDGE.
<br />.065"
<br />,_.... .62s'
<br />I (N•j.S)
<br />.J75• -R IMP. BOTTOM
<br />n•WF.�n /�
<br />37so
<br />A72•
<br />2.5W"
<br />I- ..I
<br />.091• as?* -1L�Rp,w.
<br />(TYP.) II 11' I
<br />urn
<br />(S KEY HOLE WASHER ©
<br />3105-HI54 AIM. N10Y
<br />1 -.__ MICE OF PANEL
<br />KEY HaE AT PANEL
<br />/(
<br />-.7so--
<br />1 H
<br />--
<br />�
<br />2.124'
<br />-� .750' --
<br />091-
<br />125'
<br />. SEE SHEET 6 FOR ADOIBpw
<br />'B13 LIMITATIONS F SLEEVE LENGTH 6 11-,
<br />1 ONLY MAD FOR 6$TALUTKm ALTO
<br />(,
<br />I �
<br />1.250'
<br />_ . _1
<br />.375'
<br />tbR J.%!l�ISH
<br />1_. 1.OW'- O $( FCVC 2 1/B" 2.ODD'
<br />(-
<br />- _
<br />(TTP-)
<br />.
<br />WOOD 51RUCIlA1F,S.
<br />W .,IN'-
<br />3.750'
<br />-_
<br />193-_-_.
<br />1-
<br />4 I
<br />723 2.000' A east
<br />_-.2.548'
<br />-._--
<br />1-.118-
<br />-0- ,
<br />1
<br />750-
<br />_
<br />UT REV. "H" HEADER
<br />OB "U" HEADER
<br />I
<br />'
<br />_.1
<br />_ ._.- . _ , • MIN. TO 5• Nx, -- - --
<br />® SLEEYE� W 11"' MAX
<br />10 �
<br />- 2.000'-'--
<br />"J
<br />t
<br />A.0" 11
<br />TRACK 1©
<br />PANEL HANGER
<br />.374'
<br />r
<br />.656'-170"
<br />I
<br />.- - 3000'- - Nw6I-n ALLN7r
<br />- - - 5p + W)OBZ'
<br />.275" MIN"
<br />1 t
<br />-? .
<br />0-
<br />�,%��J!��,-\
<br />CENp
<br />L�'"C••.
<br />S1. s�
<br />No.44167
<br />(USE ONLY
<br />a,311' SYSTEM)
<br />?: FLORIDA
<br />1 1 4" WIDE)*..
<br />FORE2 K" STORM PANEL
<br />6063-T6 ALUM. ALLOY
<br />BUILDING CODE Non High Wdoe)- HurFleon6 ZoM
<br />1.671'
<br />2.oWN P 1.iZ5' BBo- _2s0
<br />+ t23' tif, V7r. , MIN. a®MaIL-`--i f'--
<br />oam6 nTEm. .c 24 GRAY GALVANIZED STEEL STORY PANEL W,
<br />,_._ _.3
<br />ON'
<br />(TYP.)
<br />1.201-DIQO ,
<br />L - Pry ---
<br />i STATE OF
<br />oR
<br />INGNUT
<br />,'
<br />G 7 I
<br />A..Yw w.,e W awWW w
<br />�
<br />TRACK ANGLE
<br />(ZAMAC 3 ALLOY)
<br />P.E tEAI/90N4URF/M1E
<br />HAL1E1 A Roe 8- �{
<br />NNE I. 16
<br />CONCRETE NCIOR4
<br />(SEE SCHEDULE ON -
<br />SHEETS 9 THROUGH To)
<br />EXC ACRE POOW9EOW a .,
<br />I
<br />1
<br />I
<br />I
<br />I
<br />I
<br />l
<br />1 W
<br />I SEPARATION
<br />TO GLASS.
<br />(SEE SCHEDULE
<br />I ON SHEET 3)
<br />1
<br />I O
<br />1
<br />1
<br />1
<br />1
<br />1
<br />a )1/4'
<br />-T - - }
<br />1/4*1-3
<br />ss 00Ln
<br />A q
<br />GN
<br />N aQ T---)
<br />'L' N..
<br />I
<br />PANEL LENGTH
<br />(SEE SCHEDULE
<br />ON SHEET 3)
<br />O
<br />U
<br />'�
<br />REWIRED C "
<br />I�:
<br />CONCRETE ANCHORS \:
<br />SHEETS 9 THROUGH10) _
<br />CEILING AI�WIQUNTING
<br />SCALE "I.I.
<br />50K
<br />OF 9.'
<br />OC
<br />I I
<br />EDGE OF WALL OR SUB
<br />(ALT. CONDITION)
<br />ALTERNATE CONCRETE
<br />ANCHORS LOCATION
<br />_ TSU SCHEDULE ON
<br />EXISTING POURED CONCRETE. - SHEETS 9 THROWN 10)
<br />OR CONCRETE BLOCK
<br />REQUIRED. ,,),,,VGA LALTERRATE EEG
<br />! -
<br />COMCRE AI/CHIORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10) 1
<br />L
<br />E.Q.
<br />E.D.
<br />I
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />ED - EDGE DISTANCE NOTE FOR COMBINATION OF SECTIONS:
<br />(SEE SCHEDULE ON TOP Ht BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 A 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />,w
<br />--AIR-- 1p'-11Y4•'IIALD'�d TaNX smm on
<br />/.--a,• ii MW W/ NUT,'
<br />• ITT ,n cc
<br />I ,/Y
<br />._ -
<br />1
<br />T
<br />NY-00n'
<br />I
<br />�4�HAD 911"'
<br />a-
<br />I
<br />I
<br />1
<br />O
<br />/
<br />•
<br />1
<br />ToGLASS
<br />I
<br />I
<br />I/.Y xi,'
<br />SCEE ON DUL
<br />SHEET S�AI
<br />I
<br />_ 1
<br />,I
<br />ss BaT9
<br />IRA
<br />=IH ,FOR T� PANEL LENGTH
<br />1
<br />(SEE SCHEDULE
<br />-_
<br />- --�--Av -
<br />1
<br />- .
<br />*I
<br />-
<br />-I ON SHEET 3)
<br />f �1J1 OC
<br />I
<br />I
<br />RAMIE.
<br />X,
<br />EXISTING POURED CONCRETj
<br />OR CONCRETE BLANK
<br />REOURED. ///'
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 TIROUGHH IDIM
<br />ED.
<br />i Mn.
<br />1 SEPARATION
<br />TO GLASS.
<br />(SEE SCHEDULE
<br />1 ON SHEET 3)
<br />1 1 VA
<br />I
<br />EXIST1rf'G-j
<br />GlJU55 1
<br />=- -
<br />I
<br />SPACER
<br />l:)r
<br />I...-._
<br />1
<br />_..
<br />,
<br />,
<br />I
<br />1• MNpx.
<br />PANEL Ou"34M
<br />1
<br />(SEE SCHEDULE
<br />I
<br />I
<br />ON SHEET 3
<br />FOR SPACER db
<br />I
<br />1
<br />O
<br />!
<br />1
<br />Iy
<br />ON SHEETS
<br />,/41-xi,' 9 ! 10 FFFODpRRR
<br />A gears W SPACER p
<br />v
<br />3i
<br />_I. -
<br />1Hi8 OWN'T-•)
<br />_ _ _- - - I
<br />I J.
<br />T
<br />I
<br />1
<br />I
<br />1
<br />I
<br />50K
<br />_. I 1 ED /�' LENGTH I OF 1
<br />11. !;' % I I
<br />MAX.
<br />-1 13/I.kla+vAn fats 1. / C -----
<br />CONCRETE ANCHORS / -a I
<br />H •:1 .I.
<br />lliiiiiiiiiiiiiiOl
<br />�(•i
<br />-, Ti " (SEE SCHEDULE ON
<br />'t'J SHEETS 9 THROUGH 10)
<br />11 -%
<br />i
<br />�� _. - _ 1.. I
<br />..(O ; 2 1/B' LONG MAX. ALUMINUM
<br />�� SPACERS O 6 1/{' O,C. VALID FOR
<br />POURETE
<br />DESIG14 L AND PANEL
<br />.
<br />BLORED CK EXISTING POURED CONCRE..
<br />LENGTHS p£RALL
<br />SHEET ].
<br />ED_ OR CONCRETE BLOCK
<br />REQUIRED
<br />,.-� 1" MAX. LONG ALUMINUM SPACERS e
<br />12 1/2. O.C. (SEE TABLE Il ON
<br />SHEETS 9 a 10.)
<br />SCALE 3/6-l'
<br />FLORIDA BUILDING CODE (Non High Velocity Hurricane
<br />INSTALLATION
<br />DETAILS
<br />FOR SERIES 2000 & 100E
<br />E-Z HANG
<br />STORM PANEL n
<br />INTO
<br />`-'--
<br />"I
<br />EXISTING WOOD STRUCTURES
<br />1/P4 LAG SCREWS • 6' O.C. W/
<br />t/1.4 LAG SIH • 8' O.0 w/
<br />\`
<br />\ 'l
<br />1 1/2' - THREADED PDWMMON
<br />TO EK;SYNc WAND HEADER
<br />(3 Wn. 2'.{' NOW
<br />REQUIRED
<br />RE
<br />1 I/2' Kin 11RFAOED RNETR4TCN
<br />MT OR ON EDGE
<br />10 EXISTING IYpOD HFAOER.
<br />1
<br />rant S.Y.O.
<br />it
<br />-
<br />EA
<br />U CND OF Q
<br />II
<br />1 ,'
<br />Cant a S.MS.
<br />"'tU END OF Q
<br />(�
<br />Iyy2�
<br />I
<br />Y '%/II�'§ Ij
<br />1 a'1 lAG SCREY,S • 5' OCW/
<br />H
<br />( /1'%1,N3/1' TRUSS
<br />1/2• An. THREADED PEAETMIXN
<br />DETAIL 1/24 A
<br />to 9EL0rY1-
<br />,I
<br />M/ Tr10/MI11N 3/32"
<br />j OI EVER,WHO MIT' Rt9J3/16'
<br />r:rl
<br />m EXIS7Wa N000 HEADER
<br />ROOD HIA001
<br />REOUNED
<br />AAPn. POP RAFT
<br />r R"wdn+H OF EVFirT ®
<br />4 Cant FI.," S.Y.S.
<br />• U [HD OF
<br />2 9/10, MN. / .,./4• -
<br />1 Lip.- LAM v PTO" I Y S• W/
<br />SEPARATION 1/.-F-20.31 $ m CLASS 7 e•Ps3/u"
<br />10 CLAM /.W3/37' NttT a k
<br />EVFAY OLRLAP I EVERY OVEr.A„ C
<br />`_ 1$_ i I I
<br />i N
<br />I # '' r 3 I
<br />I g N r i I r
<br />l 3? I
<br />1
<br />I I "
<br />1
<br />1 m
<br />.� ^ a 1 C 1
<br />11 3 -'-_ -..--. ..
<br />WI( I �
<br />u 1_ 1/.4 PANF:WTE FORE 0
<br />2 1/e P 2pL1•NM0 HUT M PARFLWTE PUTS W/
<br />..-230J/1' 1 7/e' Mn. THREADED
<br />I''. E NOTE lA eELOW) PENETMTONO 12 112' O.0
<br />1/1. UG SCREWS • 6' O.0 W1/DIM --W (2) 2•.1•
<br />N , 2 MOF PUh�D SEPoCS 20W OR FwwORMAOM REQQF D
<br />�.4-10 PANELYATE PANS w(
<br />' Mrl PLTLTRA1fON O 12 •
<br />52 1DW
<br />Kn (2) I•ai• INSTALLATION
<br />NAND n REOU IED ALTERNATIVE 2'•W
<br />MT OR D.
<br />EDGE
<br />SCAB 1/4-.'-
<br />ALTERNATIVE 1 "W
<br />SCALE //4'.1'
<br />Not
<br />ow..
<br />1- 01STALLATnNS ARE OrLY VALD FOR BURDNIGS WITH AS.D. DESIGN LOADS
<br />UP m +6e.0. -75-3 W MO PANEL'S LENGTH LIP m 5'-10•
<br />2, FOR NEW WOOD FRAME CONSTRuCTX:N: WOW MEMBERS TO O SOUTHERN W
<br />PINE NP, 2. W/ SPECIFIC DENSITY OF 0.56 OR EQUAL
<br />fib
<br />So SPECFIG• AAD REWREYE(,S FOR K STOP KAR AT i0P AS T
<br />WELL AS PANE'Ltd(�TJ COIeCLTON TO TRACKS OP AT 80 MSCD ON DEP _
<br />1000 OIA 200E SEIZES NSEN,LATON TrPC ON 41EEE 27
<br />FOR ,w,xW, of «rwW,a, ALTERNATIVE R WOOD I'RAQ
<br />TOP A B(SrrCM MOIWTNas CAN BE COMBINED N ANY CONDITION i AN LOCATION
<br />WAY To SUIT
<br />ART NSAUATICN. SOYf: 1/4' - I•
<br />NOTE : SHM'nR TALKS NOT SHOWN FOR CLARITY
<br />PANEL INSTAL! ATION INTO POURED CONCRETE. CONCRETE BLOCK R WOOD (t)
<br />SItHX:L.E PANELS 1111 AnTRAMM AT EACH
<br />AT TOP OR BOTTOM END WRH TRACKS M. n . ® A QR
<br />2 epa- -
<br />S N"ATXN
<br />To CLASS
<br />w.)
<br />(SEE I TAA 1/2. !
<br />NOTE to BELOr
<br />S
<br />N
<br />Y/4.4-�/4,
<br />�W
<br />M.*
<br />EVENT OVERLAP
<br />---$$n }
<br />N
<br />3
<br />- 11
<br />0
<br />i-1 III$I
<br />L .l -
<br />1 W I
<br />7//6'I :W*.-%UT
<br />THINOR , ..- ( A'.on ,A SLOW)
<br />4'. LOG SCREWS • 6. O.0 W/
<br />,n' Nn TREADED PENETRATION
<br />- WIF. 2"14' WOOD
<br />PLATE REQUIRED FLAT
<br />4•P k / SCREWS • 6' O.C. W/
<br />1 1
<br />/2• Mn. THIWAREA D[D PENETRATION
<br />_ TO Ezm6IG waW
<br />��� HEADm
<br />/ j 6 Cent I'V/•1/ - Wes'
<br />HUI • 12 D.C.
<br />IT -
<br />I Q
<br />A t„ L
<br />lbl' SAS /(pjJ:I
<br />! • U EO R
<br />):
<br />(SEE DETAIL 1 24 ( /
<br />. IL
<br />II . - ,AI
<br />5
<br />IL7
<br />.C. ,EdOER AEOUNED I 1
<br />B
<br />w/ 7 4x3/32- HANG
<br />I' W. OAT 1 C.-IA3/4'
<br />1 �[t�
<br />,.230 � (5)Ea, , 4'r`M..T/P MIS. r/ 7/e'a3pT,,NUT •,2' OC
<br />i••0 LAG SCREWS • 6' O.C. W/
<br />V1. (7j 2•M• • ./C2;X THREADED PENETRATION
<br />TO0 V1AlE REOUPED0, PLATE
<br />AT OR ON EDGE
<br />BUIc MNG
<br />AL 1TFQUATIV6' 4"W
<br />-_ SCALE 1/4--T-
<br />CODE
<br />1 /4, 3/4, 4/5. 5/5 k 6/5
<br />1 W/6, 211I 3W/7 3 4W/7
<br />J• MAX_
<br />-- ----- 1' MIN.
<br />O 0
<br />WITH TRACKS Q OR n * DIRECT MOUNTED AT EACH END* D. M.. W, O. l�. r T -) -- -I -- - r r 1 - -i - r - r T - -I -r - r T 7 ,- r -- r 1 - 7 - T- -r 7 - T -r -f - I r -T
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) D
<br />MAXIMUM A.S.D.
<br />DESIGN
<br />PRESSURE RATING
<br />(P...U) (. a -)
<br />CONCRETE a WOOD
<br />INSTALLATIONS t
<br />L+
<br />I L-
<br />IQO
<br />NI•-0'
<br />F2•-0'
<br />250
<br />W-0-
<br />II'-0-
<br />Jac
<br />W-6'
<br />to'-9'
<br />38.E
<br />IO'-lo•
<br />W-0•
<br />4a0
<br />to' -I'
<br />9'-4'
<br />43.0
<br />9'-B'
<br />W-9•
<br />Sao
<br />9'-I•
<br />6'-4•
<br />_
<br />SSA
<br />_
<br />6•-r
<br />6'-o•
<br />6a0
<br />6'-J'
<br />r=T
<br />6s.o
<br />_ a'-o•
<br />1-4;
<br />ram.'
<br />r-0-
<br />_
<br />AIo
<br />710
<br />r-3'
<br />61-10•
<br />doo
<br />r-I'
<br />6'-7'
<br />&S.D
<br />7'-0'
<br />6'-31
<br />90.0
<br />6'-9•
<br />6'-2'
<br />no
<br />6'-9'
<br />6'--O•
<br />100.0
<br />6'-1.
<br />S'-II'
<br />107.0
<br />0'-3•
<br />S' 9•
<br />n0.0
<br />-
<br />3'-r
<br />115.E
<br />-
<br />S'-6•
<br />119.E
<br />3'-3•
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) 0
<br />MAXIMUM A.S.D.
<br />DESIGN PRESSURE RATING
<br />(PI./J (+ HN -)
<br />CONCRETE a WOW
<br />INSTALLATIONS t
<br />w
<br />4-
<br />10.0
<br />210
<br />12'-10'
<br />I 1 •-Y
<br />Jae
<br />II•-6•
<br />to--r
<br />310
<br />l o'-10'
<br />9'-9'
<br />40.0
<br />6'-6•
<br />9•-,.
<br />410
<br />P•-11
<br />8'-7•
<br />50.0
<br />5'-7.
<br />6'-I•
<br />sso-
<br />e_J
<br />r 9
<br />60.0
<br />I
<br />no
<br />7o.D
<br />r-3
<br />6-Ir•
<br />710
<br />r-t•
<br />I r-a'
<br />800
<br />7•-0•
<br />1 6--3-
<br />BID
<br />7-0'
<br />6'-13•
<br />90.0
<br />6'-D"
<br />C-1"
<br />95.0
<br />6'-7'
<br />6'-ro'
<br />IW.O
<br />6'-J'
<br />3'-r
<br />10.7,E
<br />6'-J•
<br />3'-4'
<br />1 Tao
<br />-
<br />3'-I•
<br />1110
<br />-
<br />4•-10'
<br />1I9.6
<br />4•-6•
<br />MOMAN SEPARATION TO GLASS SCHEDULE
<br />µMAXIMUM
<br />EL LENGTH
<br />WIND SPEED 4 170 ml.h
<br />WIND SPEED > 170 In.p.h
<br />(in)
<br />IIIIRESTRAIff'0
<br />RESTRAINED
<br />IR/RESTRAIIED
<br />RESTRAINED
<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/2
<br />7 ,/2'
<br />>90 TO 145
<br />1'
<br />I'
<br />7 t/2•
<br />7 t/3•
<br />.
<br />7 1/2-
<br />MINIMUM PANEL IFNOTM fin) FOR A OWN MOUNTING CONDITION
<br />'U'
<br />1.5TL1.5'
<br />TOP
<br />D6ECT
<br />T'
<br />STUD
<br />'I -AMU
<br />A C
<br />TRACT
<br />BOTTOM
<br />MOUNT
<br />LEADER
<br />HEADER
<br />ANGLE
<br />TRACK
<br />W/yam
<br />,PASTE
<br />-
<br />DIRECT YOLWY
<br />46'
<br />32'
<br />32•
<br />35•
<br />W
<br />50' 1
<br />40-
<br />4
<br />I.S'XI.5' STUD ANGLE
<br />35'
<br />32•
<br />32"
<br />32'
<br />41'
<br />38-
<br />36'
<br />6
<br />'r TRACK
<br />55•
<br />32•
<br />32'
<br />42•
<br />67':
<br />1
<br />ANGLE
<br />N SOE CLQSlRLS50'
<br />32•
<br />32-
<br />3B'
<br />60-1-
<br />IN-,
<br />M61
<br />16
<br />50'
<br />31'
<br />]2•
<br />38•
<br />60'
<br />P2/4
<br />--ANCHORS((SEE SCHEDULE ON
<br />W.Uor� I I I® I 8
<br />. ,
<br />1
<br />1-ice , -1 - I -1._ l : L' - � I- _ �-
<br />T I I T rr_ T } l
<br />A --i -i- I 1 i A
<br />i I
<br />_��'� BOLTED PANELS W/ t N-20x1
<br />UNBOLTED PANELS I � J -
<br />(SEE SECTIONS AS .5. N.S. BOLT W/ O EA OVERLAP
<br />APPUCABLEI `j ._I (SERE SECTIONS AS ) i
<br />I (I1 1i �I
<br />� _�_ i _ I
<br />D.M.,Q.©, 1 0i o+- -- a i-- u - o - - - --
<br />-� 1
<br />® Or ® 3 MAX 3• MAX
<br />1• MIN- 1/4, 3/4. 4/5, 5/5 k 6/5 1' NIA.
<br />2/4 1 W/6, 2W/6, 3W/7 k 4W/7
<br />- - - ANCHORS (SEE SCHEDIA£ ON SHEETS 9. 10 &IT). - --- _.. -
<br />REGULAR STORM PANEL n ELEVATION
<br />2.687• N.T.S. 1/1' YOrA'- GAP
<br />101 pet oAaje -1 WHOLE HOLEY)
<br />.... - H IT SECTION A -A '--IT
<br />N.T.S.
<br />11DWE3:
<br />(1) L.: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD.
<br />L-: MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE AS.D. DESIGN LOAD.
<br />(21 PROCEDURE TO DEiE•IPIE MAXIMUM PNHL U DW t
<br />GIVEN A POSITIVE A.S.D. DESIGN LOAD. DETERMINE MAXIMUM PANE. LENGTH 1+' FROM SCHEDULE_
<br />GIVEN A NEGATIVE ,LSD DESIGN LOAD. DETERMINE MAXIMUM PANEL WIDTH 1- FROM SCHEDULE.
<br />FINAL MAXIMUM A10WANE PANEL LENGTH IS EOUAL TO THE YNYWI OETE MANED PANE. LENGTH
<br />BETWEEN 1.• Ala 1-'.
<br />(3) SEE SCHEDULE BELOW FOR MN. PANEL LENGTH FOR POROSITY OUA9TGEnH.
<br />C INSTALLATIONS INTO WOOD ARE LAM TO I, 95 P.4.1. MAX ASa DESIGN PRESSURE RATING
<br />ASEITA11ElOS 9, 10 ! , t FOR MAX. AS.D. DESIGN LOADS ! MAX. PANEL LENGTHS FOR
<br />. - UMLNS, -•;� FLORIDA BUILDING CODE Non High Velocity Hu carat Zone)
<br />:
<br />0. 44167 i
<br />°ION n/eco
<br />24 GAGE GALVANIZED STEEL STORY PANEL
<br />�rt'a
<br />*
<br />%-
<br />-
<br />`'--T*
<br />07na�'0
<br />O'.•
<br />TATEOF -+�- -_
<br />...ram
<br />IL ECOINe.
<br />PROTECTION PRODUCTS, LTC.
<br />'sF�FS:'•
<br />ORIDP,.•�II� f!`4" l
<br />IIIMMELii1STvW
<br />OD
<br />3s7-
<br />a><M-easernm4.
<br />20-175
<br />006
<br />AI i • G�
<br />,r, o,RN,-,-. 00A,--
<br />.-.r r.:.x:..
<br />w_w_c: D-)Hr-76u. FA: (WH).e.-e797 -
<br />- - - -
<br />111NIIRa w
<br />PANEL
<br />INTO WOOD STRUCTURES
<br />_ _
<br />- I SEPARATION •- I O
<br />\ \ 'L F TO GLASS. 1
<br />WOW ANCHORS --
<br />, (SEE SCHEWLE ON k _-- 3 1/.k3e.+• I (SEE SCEDULE I , 'R-pn.
<br />SHEET ,1) 1 . O. 6.6,.1, He o •N� I ON SHEET 3) I --A �o
<br />WAS / L_. ♦ PION
<br />_
<br />,` ,-' II ___ _♦�1-----j -M(UK
<br />OAND.,,,,`
<br />I :I.j
<br />- O1 •1._-__-___-.- ISTIEO,-I__-_.-._.__..I..__--_-_.__! PANEL LENGTH
<br />IDI I
<br />WOOD HEADER 2 MOW ANCHORS
<br />�- 1 GLASS iN\ (SEE SCHEDULE
<br />'r
<br />_ -.
<br />REWIRED 1. A_ ..
<br />, 4' (SEE SCMIEDUIE ON ,' ,I. .. 1 - `;--.. -. ,_.__L__T_71 ON SHEET 1�FOR
<br />/ SLEET 11) SPACER
<br />/2•..
<br />i - OF 'L
<br />: / +NIX. 5 - . ICI SPlf1 GEM
<br />J"I'Jl\
<br />- WOOD HEADER I', 1 L.. WTI.
<br />I _ I 2 IEO
<br />' '
<br />11.1
<br />I REWIRED
<br />______y
<br />}:. .
<br />: In. �I,._1 Mn
<br />I I C '
<br />1 E0
<br />; O
<br />1
<br />,. ,,
<br />I -- @I• MAX. LONG ALUMINUM SPACERS a 12 1/2'
<br />1 1 �J O.C. (SEE TABLE /t ON SHEET 11.)
<br />1
<br />I MM, 1 - O ' I , I SEE NOTE - BELOW FOR LIMITATIONS FOR
<br />1 CI I •L' MAX. I 1 1' MAX I I 1 1/2• LONG SLEEVES.
<br />1- I PANEL LENGTH I'
<br />PANEL LENGTH I
<br />1
<br />(SEE SIXIFDVIE 1 (SEE SCHEDULE I ( 011lE
<br />I ON SHEET ]) I _PANEL HATE FEMALE O OR PANEL HATE
<br />1y.
<br />PLUS (SEE SCHEDULE ON SHEET ,1)
<br />1 ,• 1 AEA ; win, 1 ! .. .
<br />SEPARATION .
<br />LIMN � EXISTING I WOOD
<br />GLASS -I . - 1 I GLASS (SP E_ 1 PLATE
<br />I
<br />i I ON SHEET 3) I lJ DIRECT MOUNT W/ SPACER
<br />I---_ f --- -;_... � * I �,TERNATIVE 2W'
<br />1 I O I- i -- --•,�..7 SCALE 3/8.1•
<br />I I 50K I L-I-I 1 O 12 ,/2' O.C. SEE TABLE 11 ON SHEET 11 FOR MAX PANEL LENGTHS k
<br />I SPA%. A b DESIGN LOADS FOR ING INSTALLATION,
<br />T I OF ED I 3
<br />X,
<br />MA
<br />®
<br />L
<br />E(I r
<br />L-J } .' O 12 t/T' O.C.
<br />EI) I 1 I
<br />F. I WOOD ANCHORS I * * am-
<br />-,:
<br />ED _.1 i STAGGERED W/ STD
<br />(SEE SCHENJ E ON WADER M SPAY Is I In• Lan W.
<br />SHEET 11) (1) INSTALLATION 6 UNITED m A ONE DORY KW.M S WITH ir-W
<br />-{/�\)
<br />2'x4- WOW (D *ROTE: I - I MA MEAN FAN WONT (MI 6 A R611I "00 FROM ANY
<br />PLATE REWIRED - WOOD ANCHORS MAONI "Dow LTIIIIERLT Rcmx D ON SQT IT).
<br />ANC
<br />. -WEED W/ STUD 1' MIL SOAMT" m OASS IInlA1m i 2'K4' WOOD
<br />oN SEE 3 Na K FAn1AcrQ m 1 .' AN - , - - - -PLATE REWIRED (2) AIOINGp ,DDID AeD 00M/OION, N VIlRO WEE lOY1- 011
<br />c
<br />(SEE SCHEDULE ON I-W A6 1W FOLUNIM ARE _. - • - PAMLL IMAC PLUIh SOUL BL: lIC60 Y.A1.4N AT 0 1/{' 0.C.
<br />•. �; SHEET „) COMSLm rmE 5 4 RE9mLTON rWDu 12 tn• O.C. 9PACIO A110= LW I
<br />(1) WXKN A® OEM PMMM
<br />M M • .40. -0 P t- � (1) UAL 24 OWE PAA91 LOAN 4 N•IFD TO W A ANY 110"
<br />-
<br />_. .. • - - -- (2) W.. SRM PAID. LENGTH e i BALL MDUNTI EDIT MOUNT (WO 6 A IWSIR 11). r1L0N IAlOF11 PAIQ LEADrIe ALLURED a
<br />tCNFgltt WMQt 11).
<br />WALL- MOUNTING (3) SOWA PANEL RXINUArION 4 Caw (.) 1 In- LONG VA= COMFG4Mr /M >HYNL t A6 WowxX 0 am
<br />3/a- I* SHEET x 96uuAildl or I I/Y LONGWAD R M Ire ONLY ,
<br />ALTERNATIVE 1 W MO AN nIMTNG w000 news WAIL.SCALE WILD FOR AND ZNM 1, 2 AND 3 AS OFAEem N -
<br />SCALE 3/8-1- (4) 61SALUC ON WILD MY FOR WIND EE SW AND THE JIM (7W, EDn tac OF THE ROAM
<br />HONES 1. 2 a 3 PERA91Y E I NII
<br />J E A. Tills -
<br />tlQTFS: •' p
<br />. �jCEN
<br />FLORIDA BUILDING CODE Non High VelocityHunIcons Zone
<br />NOTE FOR COMBINATION OF SECTIONS: 1, INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. 3 : No. 44167 1 •; s mmo nnoa W. 24 GAGE GALVANIZED STEEL STORY PANEL FJ'
<br />DESIGN PRESSURE RATING (p.W.I) AND PANEL LENGTHS 3*: : : DRAW W.
<br />* _
<br />*
<br />TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - - _ a�
<br />- -a �'
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') STATE Or' " GLOBAL PROTECTION PRODUCTS. U,.C.
<br />=9. IL ECOING. WE
<br />46oa Va. 6, snw
<br />INSTALLATION. 2, FOR NEW W000 FRAME CONSTRUCTION: WOOD O • ... • 20-175
<br />.=- . PM -�,L N,-,N, wHoa.. <uN)6N-»w. - CWHAII - M
<br />MEMBERS TO BE SOUTHERN PALE No 2. W/ SPECIFIC /OVAL ON•wc w
<br />-� MARL GA-woc7le �,� - -
<br />DENSITY OF 0.55 OR EQUAL. NNN T
<br />ML1LR A 1U1/ 9r., PL o Tr -,A SIWLT 6 OF Is
<br />Nt 7
<br />GENERAL NOTES
<br />yy•1 PD• eeNtr I,R 9e6Eir A [-z N.iC �. M R1, (wTo -1.
<br />STORM PANEL S10WN ON THS PRODUCT EVALUATION DOCUMENT (PE.D.) HAS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE - 1/1•e TAPIXIN ANCORS, AS MANUFACTURED BY I.T.W. BU:UDFX, INC
<br />WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL. SHALL NOT BE INSTALLED AT HIGH - /14-10 PAN[IYAE FEMALE 0 AND PANELIAATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE ZONES (MAMI-DAOE / BROWARD COUNTIES). - 1/40 LAG SCREWS PER N.O.S.
<br />DESIGN DETERMINED , . F A WIND
<br />LOADS SHALL BE CODE FOR BASIC - 7/1 B'4 A 5/B' WOW BUSHRNG, AS DISTRIBUTED BY ALL PONE SCREW, BOLT a SPECIALTY CO.
<br />PER SECTION 609 OF THE ABOVE MEAND
<br />IRS N H
<br />SPEED AS REWIIHD BY THE JIMISOKT10N WHEN STORM PANEL WILL BE ,INSTALLED. AND FOR A DIRECTIONALITY FACTOR
<br />SPUD S R FOR
<br />KD.0- 7-16 NO T14 MAXIMUM AS.O. RE RATINGS INDICATED ON SHEETS
<br />B5. USING A17. AND STILL EXCEED E DESIGN PRESSURE EFTS C. MINNUM THREADED INTO WOW OF TAPCON ANCHORS 1 1 " F ELCO RANI ( ) C U BEADED PENETRATION SHALL BE i AND 2 FOR EL E E PLUS
<br />3. 9 THRU 12 ET 17. 16. AND PANEI.WIE FEMALE O.
<br />IN ORDER TO VERITY THE ABOVE CONDITION'IA,TaMTE DESIGN WIND LOAD" DETERMINEDPER ASCE 7-18 SHAH BE FIRST
<br />REDUCED TO AS.O. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (&S.D.) C.2) MINIMUM THREADED PENETRATION OF LAC SCREW. INTO THE WOW FRAME UNIT SWILL BE 1 1/2-. NO THREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU ,2 a 17. 15. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION,
<br />N ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 331 INCREASE N ALLOWABLE
<br />STRESS FOR WAND LOADS WAS = USED N THEIR ANALYSIS FASTENERS SPACING TO WOOD WAS BEEN DETERMINED N CA) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL L BE AS INDICATED N THIS DRAWING
<br />D S WITH N. . . 201 ACCORDANCE 6
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND RAND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION I609.1.2 OF CA) MINIMUM PENETRATION OF WOOD RUINING SHALL BE 5/11' 1/4' 0-20 SCREYS USED SHALL BE 1 1/2' LONG MR4MVY
<br />THE ABOVE MENTIONED CODE AS PER AMEICJN TEST LAB OF SOUTH FLORIDA REPORTS fMI4.01-01 AND 00219.02-00, AS SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO.
<br />PER SSTD 12-99 a ASTM E 330-02 STANDARDS, ,HAD AMERICAN TESTING LAB SOUTH FLORIDA REPORT /1123DI-10 AS PER
<br />TAS-201 AND TAS-203 PROTOCOLS, AND 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 IE FOUND ON THE DaSTNC
<br />FLORIDA BUILDING COOS. WALL ANCHORS SWILL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SHALL BE AS MENTIONED IN C. 1). C.2) a C.4)
<br />2 ALL ALUMINUM EXTRUSIONS TO !£ 6OW-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SHEET 2 (D) ANCHORS SHALL BE NSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-Ht4 ALLOY. 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING NSTALLAT04 DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4
<br />4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-853 GRADE W MINIMUM. G-60 GALVANIZED THROUGH 5) EXCEPT THAT WADERS ®A® SHALL NOT BE USED.
<br />STEEL DESIGNATION W/FY- 92.2 Msi (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ION ATTACHED TO INSURE PROPER ANCHORAGE . THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME
<br />BUI DING&
<br />50016 W/ 50 M.I YIELD STRENGTH AND 90 Mi TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2a11 }3.4 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90'. AS PER SECTIONS 1, 2, 4, S. 6 AND ALTERNATIVES lW, 3W a 4W ON
<br />SHEETS 4, S. 6 a 7 RESPECTIVELY; SHALL HAVE A LEC48LE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO
<br />6 BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR A151 304 SERIES SiANLESS STEEL, WITH 36 V.9i MINIMUM YIELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SERA/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BUILDING TO PREVENT WIND/RAIN INTRUSION.
<br />EXISTING PORED CONCRETE
<br />(A) II) :
<br />- 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BURDEX. INC. (Yin. C -3192 p. W.,.) 12. STORM PANEL. INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />' CAUL -IN ANCRS. AS MANUFACTURED BY OEY/ALT INC PROVIDEXI By THE JURISDICTION WHERE PERMR IS APPLIED TO.
<br />- I/4" e x 7/8ANCHORS.
<br />- 1/.Y , SOLO -SET ANCHORS, AS DISTRIBUTED BY ALL- POINT SCREW, BOLT ! SPECIALITY CO.
<br />{MIT (e-3W300 0 13 (.) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
<br />FOR A SITE SPECIFIC PROJECT. ,... WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
<br />- /11-10 PA/ELMATE FEMALE Do ! PANE -MATE PLUS ANCHORS. AS MANIFALTIJRED BY ELCO CONSTRUCTION PRODUCTS
<br />TE .
<br />- 1/4.9 ZAMACNALN ANCHORS. AS MNNIFACTURED BY DEWALT. INC. (I) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Or THIS PRODUCT
<br />A1) MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4•, 2• FOR ELCO PµELMATE AND BASED ON THIS P.E.D. PROVIDED W/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON TANS DOCUMENT.
<br />1 3/4- FOR ZAMAC MALN ANCHORS. CONSTRUCTION SWETY AT SITE IS THE CONTRACTOR'S RESPONSIBUTIf
<br />(a) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED.
<br />A2) CALIF -IN a SOLI) -SET ANCHORS SHALL BE EMBEDDED 7/6- INTO THE POURED CONCRETE. NO EMBEDMENT INTO
<br />STUCCO SHALL BE PERMITTED. 1/4' 4-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (e) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIN REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />AND 1' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY 8E HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGWEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH WING NUTS PROPER USE OF THE LIED ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />PE -0. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />A.3) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (e) THIS FED SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHALL BE AS MENTIONED IN AI) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT
<br />(8) TO EXISTING CONCRETE BLOCK WALL ASTM C-90' 16, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4• a TAPCON ANCHORS AS MANUFACTURED BY I. T. IN BUILDEX, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL
<br />- 1/4' • . 7/8• CALK-N ANCHORS. AS MANUFACTURED BY DEWALT. INC. SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 17099.3 OF THE
<br />FLORIDA BULDNG CODE.
<br />- 1/4'e X 3/4' SOLID -SET ANCHORS, AS DIST MUTED BY ALL POINT SCREW', BOLT a SPECIALTY CO.
<br />- /14-10 PANELMATE FEMALE ID MO PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P HIN",
<br />- 1/4' 9 ZAMAC NAUN ANCHORS, AS MANUFACTURED BY DEWALT, INC A: Tk
<br />V-,ER
<br />8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PANELNATES AND ZAMAC NAUN ANCHHOR, INTO THE � �,�CENS '' :✓9 FLORIDA BUILDING GORE Non High VelocityNurrlcana ton•
<br />BLOCK UNIT SHALL BE 1 1/4'
<br />1u�
<br />B.2) CALK -IN a SOLD-SFT ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UN"No 011 ,C Mo44 7 emp n,eco. ra 24 GAGE GALVANIZED STEEL STORY PANEL IJ'
<br />R- F
<br />STUCCO SHALL BE PERMMED. 1/4" 4-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOILD EXIST, =
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO. -c STATE r_. IL E C O HNC ORAL PROTECTION PRODUCTS, LW. DAE
<br />=
<br />, /
<br />8.3) IN CAUSE THAT PRECAST STONE, lM PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOU F(OR( -� T93AT TysrRlp A EINH�mWH9 COMPANY �E-n- =I'
<br />EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH P S, GI I,= UAR - o PAR An-4. " nmKE CN)e 73F6• FAA' o 6 )M-"7 20-175
<br />ANCHORAGE SHALL BE As MENTIONED W 8-1) AND IN B.2). S/ON L N "-•�"� WW�� -RA.
<br />//glIN1... N Pt SAl/SANLTJ`%,1 rE WWLT{R A IXAIXXAr'A.. PI Y N-Nr
<br />now 2FaM Mr , or le
<br />INSTALLATION
<br />INTO POURED
<br />POURED CONCRETE
<br />DETAILS FOR REGULAR PANEL
<br />CONCRETE OR CONCRETE BLOCK
<br />- POURED CKKCRETE
<br />n
<br />STRUCTURES
<br />8ronoW
<br />0� CONCRETE BLOCK
<br />CaMCRERE BLOCK
<br />REWIRED.
<br />I REQUIM.
<br />CONCRETE ANCHORS
<br />CONCRETE ANCHORS.-
<br />9 TSEE URD GH ID) /
<br />SHEETS
<br />,-_O
<br />.-
<br />SFIL2T5 9 RWGSCHEDULE DIH ,D) - _ -�
<br />EXISTING POURED
<br />K
<br />)
<br />I
<br />_/
<br />COONNr.Rt�TE K_. .__O� „4k70,•
<br />3
<br />f--
<br />1/2" 1/.'
<br />( //i. (I/4.
<br />REQUIRED.
<br />,-W •if%4•e ULG
<br />j-,
<br />RAM%, __.. __.___. _.I
<br />- j MAX,.
<br />_..._.I CONCRETE ANCHORS I, _-_. --- _.1
<br />/
<br />ED I
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH ,0)
<br />ED
<br />I
<br />/
<br />1,:
<br />1 O
<br />I V
<br />I V
<br />I I
<br />;" - v enn r
<br />1 SEPARATION IF
<br />F - TO GLASS I
<br />1 I
<br />I� SEPARATION 1-- V- W
<br />y TO MUSS. I ��MOOY,_,n
<br />11
<br />E D / /i I
<br />/fy / // I
<br />EXISTING (SEE SCHEDULE
<br />L�Mn'W'oM'I
<br />'L' ...
<br />I - I
<br />(SEE SCHEDULE
<br />1 ON SHEET 3) I I
<br />I l y/
<br />I
<br />()LASS- ON SHEET 3)
<br />I
<br />PANEL LENGTH
<br />I (SEE SCHEDULE
<br />1 I
<br />1 1' Nx.
<br />1' IN., IRr1 SEPARATION I
<br />I
<br />I - SWEET 3)
<br />9 1
<br />PANEL LENGM 1 TO CLASS I PANEL LENGTH
<br />ifsEE SCIEIXAE ISCHEDULE
<br />CONCRETE ANCHORS _ I—-
<br />(SEE SCHEDULE ON I
<br />1..
<br />1
<br />n t _
<br />! I
<br />(SEE 9CEOULE
<br />ON SHEET 3) 11 ON ET 3) _-_N - (SEE
<br />- _._ SHE
<br />SHEETS 9 THROUGH 7O�
<br />I 1
<br />I I
<br />_.. I _-
<br />1
<br />/
<br />I OF 1'
<br />GLASS p I �If
<br />EX,STING� ,
<br />CUSS I
<br />.. /
<br />®-;
<br />I MAX.
<br />1 _ .Y-a,'
<br />I 502
<br />.., /// /•i/ I OF 1.
<br />1
<br />1 -.O
<br />ED :'
<br />- I W • �P OC
<br />,fi-, I - 1:1 1 ICI.
<br />/ / �,-e I
<br />/ /Ail,
<br />/ !
<br />I
<br />M " I
<br />ED. t /
<br />1
<br />, 1
<br />E.D./:
<br />ED i1 /.. I
<br />, 1 /Y
<br />- - -
<br />1
<br />/ I
<br />,.
<br />11_//
<br />..
<br />/;,
<br />EXISTING POURED _
<br />CONCRETE q1 --
<br />jj I • 1 1/2' O.G
<br />R
<br />I .AS APPLICABLE)
<br />,
<br />411' NA rural HEAD
<br />CONCRETE BLOCK 1 I
<br />/ /
<br />CONCRETE ANCHORS I
<br />-
<br />@---
<br />I -C"--cc.-(Q--
<br />/ %
<br />` _m°Dtss MAwOEai/ Nvr
<br />REWWRED. /
<br />-.
<br />(SEE SCHEDULE ON % , _- - -- 1
<br />- 51#ETS 9 THHROUGH 10) -/
<br />i,
<br />_ ALTERNATE
<br />• 12 ,n• "t
<br />' 1• Min.-*
<br />j
<br />W/i ONLY WHEN SOLID � ,.
<br />GAx-N
<br />EEC LOCATION
<br />-�,� _O
<br />SET a ARNt1IOR5
<br />ARE USEDW/ WHEN EXISTING POURED CONCRETE
<br />. _OR CONCRETE 13LOCK
<br />ALTERNATE CONCRETE I [)LISTING PONIED CONCRETE
<br />CONCRETE ANCHORS
<br />ARE USED. REWIRED.
<br />ANCHORS OR CONCRETE BLOCK REQUIRED,
<br />STAGGERED W/ STU11-
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH TO)
<br />(SEE SCHEDULE ON
<br />SNEERS 9 THROWN TO)
<br />BUILD -OH
<br />SCALE 3/B.,'
<br />OWWG
<br />SCALE 3/E.1'
<br />WALL MOUHMI&� MOUNT
<br />SCALE 3/8-,'
<br />a E
<br />l
<br />*�� -\CENg ✓ s•
<br />FLORIDA BUILDING CODE jilon High Velocity HIM can* Zone),
<br />E.D. -EDGE DISTANCE
<br />��B��ON OF
<br />��r�:-.NED,.IN
<br />0. 44167 1
<br />i * : * * _
<br />STATE 0 c?`�`---
<br />cam IAMO, INC,24 GAGE GALVANIZED STEEL STORMPANEL
<br />- I L E C O LNG MORAL PROTECTION PRODUCTS, LLC.
<br />'J'
<br />ONRIN PTO
<br />�
<br />YaE.
<br />(SEE SCHEDULE ON
<br />10)
<br />M MOUNTINGS CAN BE
<br />�� • _
<br />Off'•'F�ORIOP /
<br />." SW 51 STRET
<br />SHEETS 9 A
<br />ANY WAY TO SUNG ANY
<br />yry F • ... •••G\ /'LJ
<br />FA'a /0
<br />W.. tr.aw3NAtErl337u
<br />,.-, PNO�-HPs. A., nWo m_w, wart: I-)=`EWI . FP1e G64)....
<br />20-175
<br />aKwa N,.
<br />I1111111 TUN-1E
<br />a a6wwi"e -
<br />WNLmI A T6Ur X., PL - "-
<br />•4[t 4 OF U
<br />INSTALLATION DETAILS
<br />FOR REGULAR PANEL
<br />In INTO WOOD
<br />ALTERNATE LEG
<br />.'aB• [Epr1.) E]L6TNC WOO
<br />1 Da
<br />_ _
<br />_ _ _ COUTKN
<br />BEAM t
<br />ADEQUACY OF EXISTING WOOD ,
<br />BEAM TO 8E CERTIFIED 8Y �. �E(7
<br />/LB
<br />REGISTERED ENGINEER OR
<br />k-
<br />- Awn
<br />ARCHITECT PRIOR TO smurrut /
<br />II L�IV
<br />INSTALLATION. _ WOW ANCHORS
<br />ALTERNATE WOOD ANCHORS
<br />(SEE 5CEDULE ON -.
<br />1 -. 1' Yin. -.
<br />-i51'
<br />HQ WA•q HERO
<br />(SEE SCHEDULE O1
<br />-ED-r ED-
<br />nA90110, SC 0t
<br />ISHEET I/)
<br />SHEET 11)
<br />^ �-) 1/2' -
<br />W, IAIr
<br />wS..
<br />Ni �! OG
<br />F� I"
<br />T I/4•
<br />I -3 MAX.
<br />-
<br />WOW HEADER �
<br />'� _1 1/2' _
<br />_ _ __-._.. --_I
<br />-tHka1•
<br />1 1
<br />EXISTING 8 1
<br />REWIRED
<br />1
<br />_T- -
<br />ss,.Ia1 ,w NAn
<br />- _.
<br />G1A55� ',V 1
<br />WOW ANIC/OR5
<br />I
<br />*
<br />, 6 ,/4. OL.
<br />----t -- Y..
<br />(CSC
<br />2' 4. Ir
<br />MIn. .I'.
<br />MITI I
<br />SEPARATION I O
<br />1)
<br />,
<br />® I
<br />-O
<br />_ IXASS.(sEE I
<br />1 SCHEDULE ,/.kxi1•
<br />I
<br />1
<br />1 ON SHEET 3) 1 43. enAT n W
<br />1
<br />W. SEPARATION TO CLASS
<br />�- 1(, ... A 1 M r
<br />1 IO,sH OaH T�7 1
<br />I PANEL LENGTH :.
<br />_i -_ _-
<br />(SEE SCHEDULE ON SHEET 3) I
<br />1
<br />7v _ 1
<br />I/4Y-xi1• 1' UAL.
<br />A pawn W PANEL LENGTH
<br />Oa nW IHIHD (SEE SCHEDULE
<br />) (SEE SCHEDULE
<br />E%ISnN'
<br />VJ; I 1
<br />4-
<br />,IaIK C.eH T�'I ON SHEET 3)
<br />I - i._- ON SHEET 3)
<br />1Hf-_-- __. ,.-
<br />C1A55 I
<br />1
<br />1*PR`L`'',�( I
<br />I -1
<br />...
<br />-_ - �, ___.. _ _ _ _ .. .. - _-
<br />1 1
<br />1
<br />,
<br />{/� )
<br />MAX.
<br />II ® OF
<br />..
<br />j�
<br />I
<br />I
<br />\:/
<br />I
<br />I 4 --, 1.
<br />I 1 e 12 1/2' O.C.
<br />u
<br />(
<br />1
<br />--- - -1-- -- - 1
<br />I
<br />EO
<br />,/Z-
<br />.1 ,/s•'-11
<br />ALpLLOWE5-1- 1
<br />I I
<br />EI
<br />ocan
<br />TI`iv
<br />----- ...� p5' WOW
<br />. CK REOURED
<br />2'Ws' WOPULE .._
<br />REWII®W -
<br />(FOOD ANCHORSWOOD
<br />ANCHORS T
<br />1 (SEE SCHEDULE ON
<br />5CHEWLE ICJ•( -- _ 3/4
<br />(SET
<br />SLEET 11)
<br />1 -
<br />---
<br />-
<br />-----2' Wn. -_. -
<br />... . -'
<br />-_ .. _
<br />GEMG AND FLOOR MOUNTING
<br />ALTERNATIVE 3W
<br />SCALE 3/0-1•
<br />BUILD -OUT MOUNTING
<br />01111011, SCALE 3/Ni'
<br />Ea A. r� 9
<br />T r
<br />, •'�cEas�,•.
<br />�S.
<br />s
<br />NOTE FOR COMBINATION OF SECTIONS:
<br />.' NO. 44167 ', 1
<br />s
<br />FLORIDA BUILDING CODE Non High VelocityHUMCOM Zone)
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D.
<br />*
<br />,
<br />TOP A BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.e.f) AND PANEL LENGTHS
<br />=
<br />s STATE QF =
<br />n�o. .c 24
<br />GAGE GALVANIZED STEEL STORM PANEL
<br />OVARK, W.
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3
<br />NSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PALE No 2, W/ SPECIFlC•x
<br />DENSITY OF 0.55 OR EOUAL
<br />' 9♦•' •0-
<br />'y0./`. 11, - , I -.:-
<br />/- __�
<br />ONAL E•
<br />IML. GLOBAL PROTECTION PRODUCTS, U.C.
<br />IBL�r . ! 4NO S.W. 31 SWEET
<br />m/V/3=
<br />ysf;
<br />1NANI..K,IKKA / -- _-
<br />>s r1-A eYArL R IDIN
<br />- �1�W-,m�= 47.-,W,
<br />S.W. n_ 333u
<br />NOIi (E64)NF7US, FAIL C54)aN-,M
<br />20-1 TS
<br />PEE SA/SWATus/Mn
<br />G-ODDe719 aA
<br />ML1EA A 1R16 L.. PE
<br />1
<br />- Y NR- """"'
<br />m
<br />aIINNO w
<br />6HEn 7 ar is
<br />-f-•6
<br />N
<br />N
<br />c-
<br />Vi
<br />-a
<br />M
<br />0
<br />^'
<br />W
<br />�
<br />_6--6
<br />U
<br />�
<br />0
<br />L-
<br />O
<br />Q
<br />0
<br />O
<br />C
<br />Cu
<br />-0
<br />0-
<br />-
<br />)
<br />M
<br />-0
<br />_a
<br />0
<br />C
<br />Q.
<br />_0
<br />-
<br />(1)
<br />�
<br />O
<br />0
<br />�
<br />u-
<br />O
<br />•(n
<br />F(0
<br />V!
<br />0
<br />W
<br />O-
<br />F-
<br />-0
<br />4 -
<br />.�
<br />- -3
<br />a./)
<br />Cam/, .
<br />Cl+
<br />(') =
<br />I> r- C)
<br />14
<br />:.:,,N
<br />V
<br />211 X
<br />3
<br />ct;. , a
<br />T) , L-
<br />1I M
<br />U)
<br />-
<br />y-
<br />4
<br />�-. .
<br />=-_
<br />4- Z
<br />sI
<br />" W
<br />i
<br />L?
<br />J rt C,
<br />F
<br />_ A
<br />a
<br />t
<br />-
<br />Ln
<br />L.).i
<br />C V�y -J
<br />cc
<br />E L-D W
<br />Cn
<br />1^.,
<br />L
<br />W
<br />(3)
<br />1)
<br />WA)
<br />-4--j
<br />+--#
<br />U)
<br />Cu
<br />O
<br />C/)
<br />CL
<br />B.,
<br />(1)
<br />=3
<br />Cu
<br />0
<br />V
<br />'a^
<br />VJ
<br />W
<br />W
<br />M
<br />Q
<br />Z
<br />Z
<br />Q
<br />J
<br />d
<br />SHEET NO.
<br />SH 1.3
<br />
|