|
- . L _ III 'CIS
<br />'V t -m11RrIl1r'Y' 'i TO '1"Alrir"il, -r
<br />MINIMUM ASA.
<br />0 MtslG
<br />Mm.
<br />IeMSN4/ = �
<br />�G
<br />A TO
<br />,
<br />(SEE
<br />.66.0. -753
<br />7D' OR LESS
<br />2 the
<br />BOLIFD •
<br />' • 2•' 3'• Imo
<br />21. t 3'W'
<br />+66.0. -15.3
<br />W OR LESS
<br />2 7/8'
<br />BOLTED •
<br />+' t 1
<br />• BOLT® W/ 1 4"4- 4" S.S. MS t WINOMJF AT 01%MAP 41 40M Of PANEL LENGTH
<br />MTA9LXED OF PMIEL
<br />.M..3+. ,24, .:`1 _ 1;4,F .,) • �.... ;,71 ,,71 A:•J, ll:i .NI ):.a •A
<br />MAXIMUM
<br />ASD. OESICAI
<br />WXMW SIMMONS IMAGING FOR L O. - 3 1/2` -
<br />APRIGArE -to
<br />�. maim.
<br />Q I
<br />Wuxw w/n
<br />tpgTH Z' (W.)
<br />PRESSURE
<br />.LI.
<br />T.PCdb
<br />(2M.K-w
<br />wNnwrt rnwE o
<br />PJNE7AAIE Pw9
<br />ro uNc,cR
<br />ro CONCRETE
<br />ro CONCRETE
<br />ro mlltarlE
<br />tY
<br />N/A
<br />12"
<br />N/A
<br />12.
<br />N/A
<br />1 12-
<br />N/A
<br />V t 2' (TOP)
<br />it'
<br />3" i
<br />t 0'
<br />3'
<br />5'
<br />4'
<br />6'
<br />4•
<br />S.1' BOTTOM)
<br />12•
<br />3•
<br />- 12'
<br />S'
<br />8'
<br />6'
<br />1.
<br />6'
<br />1 (SON)
<br />SERIFS 1 +
<br />66.0,
<br />M/A
<br />N/A
<br />s N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 l Ir
<br />i t •
<br />2' (BOTTOM)
<br />-75.3
<br />7
<br />N/A
<br />I 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' ON LESS
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />9 1/2"
<br />N/A
<br />9 1/2"
<br />N/A
<br />3' (BOTTOM)
<br />IV
<br />I N/A 1
<br />12`
<br />N/A
<br />12"
<br />1 N/A
<br />12•
<br />N/A
<br />i (TOP)
<br />12'
<br />6' 1
<br />12'
<br />9 1/2' 1
<br />12'
<br />1 It-
<br />12" 1
<br />IT-
<br />1 4' (BOTTOM)
<br />W LNATED TO OLO P.II. A.S.O. DESIGN PRESSURE RATING.
<br />A SEE SHEET 26 FOR ANCHORS TYPE t SPACINS FDR INSTALLATIONS INTO WQOo
<br />HAVE
<br />SU DIFO.
<br />MN I N M ANCHOR VVCRM NO MINIMUM EDGE DISTANCE ARE INDICATED ON THE
<br />SCHEDULE. MR ED LESS TRAM INDICATED ON SCHEOAt 9=p ANCHOR SPACING
<br />DIY UMt' LW A SPICING SHOWN ON Ed1EDU,E K THE FOLWO4 FAMW MR
<br />INS OPUMMON TO K POSORL REDUCED IPAGMO OBMAWED IONIC FACTOR
<br />MOT K LESS TWA ANTI ILM SPACING INOMMIED FOR EACH ANCHOR TYPE AT
<br />ANCHORS AEKiO
<br />1/41
<br />1/4.6
<br />I/COL
<br />FOR T19i
<br />TA WIA
<br />-TWI= EDIITF
<br />-
<br />CMX-e
<br />w ANOINT WVA M DO
<br />3
<br />3
<br />3
<br />2 1n
<br />Ass- Qu.YAM OAJ
<br />3
<br />3
<br />3
<br />!
<br />"A"'Ll oW WMA nt 0.)3
<br />3 1/2
<br />3 1/9
<br />4
<br />WA Lb DoNow
<br />IIGIOR
<br />1/a•
<br />a
<br />-
<br />-
<br />--I -
<br />11/r -
<br />-
<br />_
<br />M
<br />---
<br />31
<br />1-
<br />+O
<br />111_�
<br />1
<br />+ REQUIRES MIN.. INSTANCE BETWEEN BOTTOM OF PANEL I Jt/2'
<br />*0 0 TO DIE: 1/2• ,/1
<br />1
<br />++ REQUIRES IN— DISTANCE KTWEEN BOTTOM Of PANEL I
<br />AND® 10 BL• 3/16• I 311W
<br />M W.
<br />CODE
<br />rn�aONENTS FOR REGULAR IFE SAFETY
<br />& E-Z HANG STORM
<br />(SCALE 1/2-I'
<br />PANEL SYSTEMS
<br />-.. _ .- - ..
<br />_ ___. _.. ----15.125• AL W OTN - - ---
<br />......
<br />--' -_______
<br />_' 1.350• -,
<br />500� y.
<br />--- - ------12.300` (EFFECTIVE WIDTH) ... .. _ _ _ __
<br />CL /�yp
<br />_. _ -.. a 1/4' VVP.)-...- _-
<br />-' 13W -. ,...
<br />.- L - -,1or
<br />( - (-- ' -
<br />- r
<br />1.31So• -, •i I.1S0' OO• .16s"
<br />, ,.5G0- i _
<br />V4'P•20.3 4'
<br />- .750" -. S.S. STUD
<br />374.•-. .�2S• : To NAGLE e 6 114'
<br />'" "
<br />� ' ON • 12 I/r ac
<br />U o' . F hAT K HEVDIS[0)
<br />l.I
<br />250'-
<br />1.
<br />-, I
<br />h 5373-
<br />0.014 YIN. iNd '4
<br />.I---- OBE-
<br />e7
<br />668'
<br />F,,-'.1 L
<br />( ' iiEMaEo
<br />FOGE
<br />DM MFeTED St[[L .�
<br />aBtMl A{5y TYP.
<br />%,�
<br />-,084^
<br />z.obo
<br />I ``
<br />250
<br />_ SEt
<br />1.0``18'�/GRAM t
<br />D[TAIL A
<br />so NNIIAUM
<br />o-W GALV.
<br />4B
<br />IEAAME12.125'
<br />EOOE
<br />1.____J
<br />. 1
<br />__
<br />'' I
<br />.084' (--tA00••-•) MI
<br />j,».j DYP.)
<br />1.._-- ,350•.-
<br />t'J STORM PANEL
<br />- - -
<br />DETAL A- E_.._ 3..
<br />37s
<br />i
<br />1.350•
<br />PANELS SHALL K INSTALLED ALWAYS
<br />FROM LEFT TO RIGHT W/ 1/2• LED
<br />PAID.
<br />-... I.00D----•
<br />- - - 2W' - - -
<br />(�) WH" HEADER O
<br />NF" TRACK (�) ANW WITH STUD
<br />A 00 AT LEFT SIDE OF
<br />,- .
<br />F
<br />i
<br />TIP P,10FxL� 0.024• (41fnJ
<br />I
<br />'
<br />// -- i
<br />zO.W
<br />13Y0 4.270' I
<br />1 7 "PENT
<br />- ` ..
<br />GALWI9ZEo STEEL
<br />L
<br />ti
<br />-
<br />` _' _ _-,,,
<br />'T).250 `_- _
<br />- -_
<br />1 __moo
<br />I �•1 1
<br />a07'
<br />P.s15 ,
<br />. -
<br />0.3I ` I1kC , o.2E0'W
<br />T -_ .' -_. i
<br />2.250
<br />+
<br />--_
<br />-. /Jj1
<br />!l11
<br />0T PAEL'S
<br />1 L6231�1
<br />I
<br />270 '--
<br />-.
<br />a.6251
<br />-:2i ROUNDED CORNER O ENDS OF
<br />r--237s' - - END UP W/ HEMMED EDGE.
<br />(N:T.S)
<br />I - W7.WS,
<br />_
<br />L -
<br />375' TYP 01
<br />-. .
<br />A25•
<br />s.7so D7s
<br />T.SOD' N -.. I
<br />.09I- 067' \
<br />tTTP.) 750'
<br />�-!
<br />(� MY HOLE WASHER
<br />3105-N, 54 MEW. NI.gY
<br />f - IT WO[ PANEL
<br />© KEY HOLE AT PANEL
<br />-'-
<br />2.124'
<br />_._ i _- .Rya- _.
<br />) ' .SH SHEET a FOR ADDRIDNAL
<br />3lt 3` LAWAIWM F SLEEVE LENGTH 4 1 V.
<br />- .W,• L
<br />1.250• I .375• ® u`y M SLED&1-1
<br />- .125'
<br />I `
<br />! ONLY 'AM "M OCFLVUTICHS INTO
<br />R TJr- WOOD a1sUCrUM
<br />4
<br />I.
<br />I AO�l
<br />I
<br />2 -
<br />,. 2,000' . - 2.000'
<br />.
<br />2.OD0
<br />3.7.10'
<br />-- 2.546•-----
<br />,ar15•
<br />DSO t,L
<br />L-
<br />TT6•
<br />{TYP )I
<br />1
<br />MJL�EA EjW HE QER
<br />'
<br />17w0.
<br />ti)
<br />s
<br />--_,' YIN TD 5• Yoa._.--- .-.-:
<br />CF ELF
<br />® 3t�F�Et<�1E 1* MAX,
<br />I7/p��
<br />_-_ 2.000'-.. ._
<br />'J'
<br />J
<br />j
<br />AwAQY. dz
<br />ti/ M14«INnAI„-
<br />11 TRACK 1©
<br />PANEL NGER
<br />..Ire•
<br />( _-- `,,.-....856^
<br />---- --s.oDo•- �e•1'-- ITOet-te ALLOY
<br />.". .470' Y. _ �.275' j -.,-
<br />L T I�
<br />.aM,```'"" Ilk'/N,
<br />,E1"s*`•', •"' M-�aL(",ps
<br />>'`t'Pi \}CENSAc'••;.
<br />i = N0, 44167
<br />(USE ONLY
<br />,p� SYSTEM)
<br />FLORIDA
<br />(1 114- WIDE)
<br />FOR E-2 HANG STORM PANEL
<br />6063-T6 ALUM. ALLOY
<br />BUILDING CODE Non High WNoei1 Nurrkona Zone
<br />H.a71'
<br />2OCO" I P P ,.125' .660' 2
<br />+
<br />-1' 123' 'q,• `3.---'uN. TO S� YIN. _ Qj j•
<br />: a6oa6 ama K. 21 GAGE GALVANIZED STEEL STORY PANEL F.P.
<br />I. .1
<br />- - -
<br />OSB" 1 20" I .. Wp.,^
<br />1 jTYPJ
<br />_
<br />��• STATE OF
<br />'=
<br />1vAw N
<br />- 2.00Q`- -
<br />E -L-_._ t I `--- SEE SECTIONS ---- - -
<br />MR --� O... F Dt, :
<br />�� ''r,
<br />IL ECOINc.
<br />S.AMY
<br />Wl/2W/MM
<br />PROTECTION PRODUCTS. U.C. MR:
<br />1© BUILD -OUT
<br />Y04•
<br />M.HP (B BUILD -OUT NEW TRACK 15 & ® WASNERED WINGNUT
<br />/ . 4A
<br />/ LL
<br />r IOU a Irll O
<br />.>•,. e, w !IA _ Asa w N,.
<br />-a"-- M . AW : 00 m-1m
<br />G-000'y'T
<br />MM LW. 51 Si11Qt
<br />ONE. rL 33314 2D-175
<br />g1O1� (T44js-TOM, rAx: tM.)`ei97 r aRI-1 5
<br />,,�,�
<br />TRACK ANQU
<br />(7AMLA[ 3 ALLOY)
<br />..E YAL/suwvE/o+a
<br />1WATO A al V P;
<br />M 1-1 MEET 2 M 1e
<br />INSTALLATION
<br />INTO POURED
<br />DETAILS
<br />CONCRETE
<br />FOR REGULAR
<br />OR CONCRETE
<br />ALTERNATE CONCRETE
<br />PANEL
<br />BLOCK
<br />C111
<br />STRUCTURES
<br />ANCHORS LOGT1Oi
<br />CONCWn ANCHORS
<br />-(kt
<br />SWE1%AE ON
<br />(SEE SCHEDULE ON --.
<br />EXISTING POLED CONCRETE
<br />SHEETS a THROUGH to)
<br />OR CON FETE BLOCK
<br />CONCRETE OR
<br />CONCRETE BLOOG
<br />FELTS f 1Ha1gIJG1H 10).
<br />a1 CONCRETE
<br />REWIRED.
<br />BHXx
<br />REQUIRED,
<br />aEQLMED. 1/
<br />EX,SnHNG POURED ED.:'9'
<br />,S
<br />I:'
<br />TTAHATE LEG
<br />LOCAtg1N
<br />%_ I
<br />CONCRETE ANCHORS 1: .
<br />CONCRETE RfOl1IREO
<br />(SEE SCMFDILt ON
<br />"�! '},. / J f/Jf .Fi'
<br />__ • YIN -
<br />@
<br />SHEETS 9 THROUGH , O
<br />p1,',IX WIWWIIFX
<br />/, r, s r �.
<br />�' L I/a•
<br />N .-;�
<br />-
<br />-IT+W ranDl let Sac.
<br />N a 1 2'
<br />a / I l/4-
<br />-
<br />_--- -._ MAX, _. ANCHORS
<br />`.'.
<br />• 2 ,/2• o.G./
<br />_:T�c_ _
<br />/
<br />1 i
<br />1 (SEESCNEEWi__ONCRETE
<br />_
<br />?
<br />_ -_ -
<br />I
<br />__ 1
<br />I1
<br />SHEETS 0 THROUGH
<br />TO) I -
<br />-.) IN I1
<br />1 Y-2ur
<br />I ED �f . I
<br />�/i.E�F--.
<br />1 V I
<br />I
<br />ED f'
<br />1
<br />- 1
<br />y, • . �. p,°
<br />1
<br />-'-!: 1 1• YOx.
<br />/ LENGTH
<br />1 f �, 1 PANEL
<br />E7tl5TNC �F
<br />%S-I ., I
<br />/t
<br />E. 1f
<br />.'
<br />i
<br />I ;s`/�
<br />f. 1 (SE[ SCHEDULE
<br />ON FEET 3
<br />1 1
<br />_ /41aq+'
<br />.
<br />/�
<br />fir •:
<br />I -
<br />SEPARATION I Fk SOE
<br />t
<br />_::: I,
<br />f 1
<br />A �en+9
<br />- NHB
<br />rr. a , :1.,r,%'
<br />i
<br />TO I
<br />TO GLASS' ON SHEETS
<br />( (`•LED SCHEDULE I ,/4''am�1'ig 9 t 10
<br />A
<br />:f
<br />I i
<br />OBL
<br />LFF4Wx aWR r•4•) 1' M.L.
<br />T w ON GLASS
<br />(SEE SCHEDULE ON I
<br />t/4Y-2nn'
<br />u '
<br />I ON STET 3) 1 -M a�aBtiAF-' SPACER !1F
<br />W
<br />f}
<br />1 1
<br />} MI., i -
<br />I
<br />PANEL LENGTH
<br />( ON SHEEN 13)E
<br />E
<br />1 5151, S) _
<br />�'
<br />1 I
<br />--
<br />IH
<br />91E s HwB
<br />ZM INC T-C)
<br />-... -
<br />1' MOa. } ..-. vA' _. ✓ � HIE PwH rWWB
<br />UO•TI, a4I F.a'L
<br />PANEL LENGTH t 2 .11
<br />(SEE S 14ECU.E 1 -
<br />i I - I
<br />'3EPARASS. 1
<br />aTO
<br />i
<br />1 cLAts
<br />I i
<br />I
<br />ON SHEET 3) -_�
<br />( 1.
<br />E SCHEDULE 1
<br />ONSHEET 3)
<br />l _
<br />- _ T
<br />1
<br />1
<br />___ T -
<br />I
<br />I H
<br />a
<br />O t.
<br />1"
<br />1
<br />1.1
<br />1
<br />I
<br />Mo.
<br />- i�l
<br />0
<br />1 I
<br />40
<br />N
<br />1: 1
<br />�-
<br />4
<br />I SO[
<br />I
<br />s ®
<br />./ 1 e 12 1/r DC
<br />EO
<br />>
<br />I
<br />.
<br />_ _ _ _ I
<br />'f $FALCON
<br />I E D '. n«DN I � .
<br />I
<br />a
<br />I
<br />'�
<br />1
<br />I
<br />- ) 1
<br />1 1�rYm 1•
<br />t • C ----.
<br />LONLREtE ANCNiO25
<br />EXISTING POURERFl` . (SEE STJEDULE ON ':
<br />CONCRETE SHEET'- 9 THROUGH 101
<br />•R9'•%a'600LT0`
<br />(7 L;
<br />CONCRETE MICN8R5
<br />(SEE SCHEDULE ON _ 1
<br />SHEETS 9 THROUGH ,0) ! �. 2 ,/s' HANG MAX. ALUMINUM
<br />� ..
<br />AEOUIRED
<br />EDDE OF WAIL OR SUB
<br />"^� (MT. CONORXm)
<br />- I
<br />$PIETAS e 6 1 4' O.C. VALID il7R
<br />/
<br />J4S
<br />\
<br />.,.
<br />/ %.: _
<br />�ccISt11NG POOFED CONCAETE
<br />-OR
<br />I '� ALL DESIGN <OA05 AN0 PANNE
<br />EXISTING POURED CONCRETE
<br />CONCRETE ANCHORS__
<br />l r'
<br />!
<br />CONCRETE BLOCK
<br />LENGTHS PER SHEET 3.
<br />OR CONCRETE BOCK
<br />(SET 5OHF1)ULf ON
<br />'.
<br />i..i.
<br />REQUIRED.
<br />REOIIIRED. I• Mo. LONG ALUMINUM SPACERS e
<br />SHEETS 9 THROWN 10) ` ---EQ.
<br />- _-.-
<br />,,'•.
<br />tT 1/2O.C. (SEE TABLE #1 ON
<br />SHEETS 9 & ,a)
<br />CR�MOUNTING
<br />SOME 3/B-/•
<br />sCUE 3/p-I
<br />jILlSE
<br />SCALE ]/8-,-
<br />N(HM1111A
<br />REF..
<br />• EN '' 1.
<br />... v `Str
<br />FLORIDA BUILDING CODE Non High V#IOCIty NurrlYane Zone
<br />1 0. 44167
<br />_
<br />Mma 11.0 e, We 24 GAGE G&VANIZED STEEL STORM PAEL
<br />E.D. - MOE DISTANCE
<br />(SEE SCHEDULE ON
<br />HOT FOR Qf REC71()N5:
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />s * : * ' * _ I_..
<br />J-q STATE OE; . "a
<br />s��' f10RiD1`
<br />ONITA
<br />O W
<br />a2Ia/MTY
<br />IL E C O INN. GLOW PROTECTION PRODUCTS. LLC- DIAL
<br />`m As N STOW
<br />SHEETS 9 & 10)
<br />COMBINED IN ANY WAY TO SUM ANY
<br />INSTALLATION.
<br />4i 4c
<br />�O:"••.��1('I
<br />�E,,E(L,�,
<br />. / - '
<br />M► a W. 3r .wW. rAmW w M,F. Q 11• w14 20-175
<br />,R"`-. aW-.1AM�. am m-.RAM n�laE, 9M4)00-n4L FA: OaF)FAr-67n apMe AA:
<br />1 9!1aW n1W... Wn
<br />FF
<br />IXrA
<br />MALI A A TIL.R O., PF IRA 1tl PIBT a a le
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1OQO E-Z HANG STORM PANEL C1i
<br />INTO EXISTING WOOD STRUCTURES
<br />4•I / LAG SCREWS • r ac. W/
<br />1 1/2' Yh T1RDIDED PpEtMi1OR ( 2•A4' M000
<br />- 1/4V LAG SCAM • 6. O.G w/ 'I, TD EXOTs,G WON MEAGER � r:
<br />_ RFOL6ED 1/,'. LAC SOLI$ a 8' O.0 WJ
<br />1 1/2' Mtn THREADED PINETAATIDN II
<br />1p ExM, WOOD HFMER FIAT OR ON EDOE I I/2• AN, THR AGED PENCtRATIW
<br />- 4 c-, Nib,• S.N.5. TO [RISING WOOD IE40ER.
<br />• EA END a'Q r - I TJt•P-
<br />W 1SAf l' V.;.
<br />♦ Cw1, F14.1• S.M,S. 6 c.L j T 3 337 WINO
<br />©, ^If NGT i•2 o.t,
<br />e fA FIND O ( I S r
<br />�
<br />i a 4W U1G $GALAS w ,b,' 4t • 5' O.. 5 S
<br />�. G i
<br />I' 'DREADED
<br />- t 4'4- 4' 1S. TRUSS 1 IAn. . / / 7
<br />/ 110N • 4 Do O
<br />' �• FL1tEiM
<br />- '£ :i", J - I - 3/]7' �
<br />; r
<br />i (%E MAX. '/2• A TO EInSTITAG WOOD AE7.00R.
<br />� �� YTa�,ft�N
<br />NOR ,A eEi __ _- 1
<br />I, _ .- _ __ ) _ ' OF [VERY (T ) QT
<br />,'_I a a
<br />I 1 1 POP R�MT 4 Ca #tall,• S.MS 3 II ,T_ m A
<br />I � •_ I
<br />i • EA END a O 11' t
<br />(*m)
<br />I 5
<br />A -
<br />W r�pE SEE ORAL 1 , µ
<br />T
<br />IEaARCD I � ( !:
<br />, t - IA KLDW)
<br />zy_4,'_2_D.!v_11
<br />__
<br />•-,I ---_.. _. WOO ,LOADER REQUIRED
<br />1_�,
<br />_ 2 s/I6' wn. I P0.3/•' I S3IEPARATION M 4.4
<br />r
<br />/6sOREi
<br />ISENMVAnDN I a'•. 20.3/•• - TO GLASS /J6Y.3/32• F(uWPNut3e 1 _
<br />,LJ GLASS I 5. w/7/R ..3/32• �gy I wuNO NUt • IFyA IY O,c I 4
<br />1 EYEPT L7LSAUP C: r- 2 '/W Wn k
<br />I
<br />EE „-1
<br />X I a 1/4''. 20.3/4• _- 6T GLASS I/4•.a0A3/.• )D
<br />, r i
<br />r V. SCREW W L,
<br />_ L_ . 1 - 2 9/,6' ANn 7J6Ys3/32/ 1p} I7A.SW O
<br />cI 5 - WINS MATT • T , � t
<br />j
<br />O GLASS
<br />i TO lYOSS 1 EVEN' OliT4AP i .-.-, FIERY I
<br />i R1 I Y I
<br />) I Y
<br />g
<br />I II f I N R I C
<br />j C
<br />!p « - i I .
<br />- 1� if f I & K
<br />Q• -
<br />2 _ W/4 /+ e?:]%iYMs. « 3 cPnr I Y
<br />I I Q p I
<br />- , C 7T
<br />i 1 W4 c 3f
<br />I - I M
<br />1 e Toc I T o
<br />r , ttl1
<br />I
<br />up 1/1 4-2D�3/4- MS TF FEMALE RI 6 ' `_ _ _
<br />ol 14M - I-_ 1
<br />_
<br />W/
<br />W `I 2 1EYLM
<br />8 7/ErW1'.]2-,1WCa'NUE A C«R. _ (_. O I -I_t(4Y-2M3/.'
<br />I 7J6• Mn TMPLUS
<br />M.S.
<br />ORMa Z IA BROW) pDCo ATIONe 12 1/Y 0.4 - -
<br />_...) Tr/ 7/6'Ax3132' R G
<br />(
<br />,1 I/4'4 '4• , I t` 111n I- RN OR I/'i-]Oa]/4•
<br />LAG. 5ckm ♦ 6. O.L WJJ 4W. 2j1 Ysi
<br />, /' n0H11 -WOOD RATE REQUIRED 1/4'.- 1' S w.t t.2•A TMRBSCEEW ISET
<br />I VA, i1RU1oCD PEMETA 7'Jp IRA
<br />I1 14K%I:r O HAT[ Al SERFS 2WD DR MT OR fW EDGE WN 14 A-2IDI i• L II NOTE 1A B'LORI
<br />:...'I
<br />i2) 1a-10 PANi11HTE PUGS Or/ _ 11AIM NNOR 1h 6ETaW) 6 t//ttY-2W/4 W3- W/ 1/3Y.7/32'
<br />7 wn .10,11M110N a 12111 C6 WMNG NIiF a ,1• DC
<br />SERF 000
<br />Mm (2JJ Y0'"Em E I/I P AIIn THREADED PENETMTI'dr 1/NY LAG SCREWS e r a W/
<br />WOOD if . 100011, 1• AM I7. WENOD, u) 2 .. _: 1 ER1 THMO E'EVCFfiATOM
<br />OM of EADC
<br />ALTERNArnE 2�Aw :
<br />I2
<br />N10D >< ,TEOUVYDMATT
<br />OU
<br />MT OR ON LYYx SCALE 1 4"-I' M+ "E AMT, MT OR ON [DOE
<br />/ ". CLA
<br />I'{AT
<br />�E$NArnE 1'4W
<br />SCALE i/4'-T' r I
<br />FLOOR TO CEILING MOUNTING
<br />ALTERNATIVE 4"W
<br />,. AKTALLATX)A'S ARE My VAUD FOR Ik'WHGS WITH A.S.D. D[SIGTl LOADS -
<br />UP TO +66.0, -75.3 PIT AND PANEL'S LENGTH UP TO 5-10• N «WNW , $GAF 1 .•-1•
<br />41K A, TF:ANITERNATiVE 3 •W /
<br />1
<br />a``'
<br />2 FOP. HEN• WOW ERANE CON5TRUCTgN. WOOD MEMBERS IC RE wnttPRr. - 0L ',4•• ... , C/jam.- . I Ja"-1•
<br />PINE No 2. W/ SPECFK DENSITY OF 0.55 IRA COIOAL :' '•
<br />9-LS
<br />•`�. BEN
<br />Sg'.. ,
<br />•
<br />i FLORIDA BUILDING CODE (Nigh Velocity Hu cam Zone
<br />SEE... ` : N0. 4 : * s ESOfD !4TRGO. "'G. 20 GAGE GALVANIZED STEEL STORY PANEL F" n..
<br />SEE SDECFIG AIO REOIAREAEWNTS FOR OF SHOP tWRAt TOP A$
<br />HELL AS PNEE COeECTax ro iTLACx5 LIB OR AT W ,MSE'D ON �°FR } z
<br />ODD DR 2oW FSTALATOR TYPE oR �3EET :� 3 ; STA OF ("
<br />(,(Ogg PROTECTION PRODUCTS, TLC. 02/"�"6
<br />C
<br />OP I�E O Inc..
<br />.E•'••'`(O !`+ 4.eo s.e. 3, a++EET
<br />HOP A 90TTM YIOWNTNGS tAR a< cOMIEINR2 N AINY N L�TIDN '. SSj •.. XV / r E ttwe• 2 wI.
<br />('.DA�efTfoFi !. AA fY,1 'M44 ON L ".1 ,`awa'n'I�'�.'� ,, X`w -a (WMX.w-TIN. RAT: (WMWsAm 7ET 20-176
<br />WHY TO SLID AIW PI;TALATIOR. SIILLE 1/1• - 1' NIIfH E\YP"PF .YAM/ OM-Dp Bi IF AN.• «RAW CMPNNG M.
<br />WTYRG/biC
<br />NOTE SHU'REP ,RICH$ NOT SHORN FOP CLWTY AALTW A. WAIT a. PL. -1. MIRE N O M
<br />jjWifl "'
<br />�sr+rr A I +,
<br />?,
<br />MAXIMUM PANEL LENGTH
<br />'L+" OR "L-" (ft.) D
<br />WAN" ASD,
<br />PRESSURE RATIO
<br />A.f. + Or -
<br />Y1000
<br />CONCRETE AtDISKIN
<br />NSTALLA110N5 t
<br />L4•
<br />Lr-
<br />2O0
<br />12'-0•
<br />12'-0_
<br />2"
<br />W-0'
<br />I I •-6'
<br />SOLO
<br />I1'-e•
<br />- lo•-9•
<br />J"
<br />to. -so-
<br />ro'-a•
<br />40.0
<br />lo•-r'
<br />6•-4`
<br />43.0
<br />9•-e'
<br />6'-e"
<br />300
<br />o•_r
<br />a-4_
<br />e
<br />sso
<br />e r
<br />_
<br />$Do
<br />s 3•
<br />-..e o.._.
<br />7-6'
<br />_G-
<br />T 7•
<br />- Aso __._ .
<br />Tao
<br />___7;__4_
<br />r-o.
<br />NSA
<br />7• 5.
<br />6•-10-
<br />8a0
<br />r-2•
<br />91-71
<br />7N1.0
<br />T-0'
<br />6_s-
<br />__ %1:0
<br />e'-9'
<br />_
<br />6'-2-
<br />93.0 -
<br />" i-9•
<br />6•-O•
<br />moD
<br />e1-1.
<br />3'-rr
<br />0050
<br />W-3.
<br />- T__#_
<br />rra.o
<br />-
<br />s•-r
<br />N
<br />3•-6•
<br />716.e
<br />5•-5'
<br />TING o.e.f.) AND CORRESPONDING 1/4. 3/4. 4/5, 5/5 & 6/5
<br />CHEDULE ONLY FOR REGULAR STORM 2/4 111V/6. 210/6. 3W/7 & 4W/7
<br />RETE. COPICNM BLOCK & WOOD (t) 04M (SEE SCHEDULE ON -I, MAXIN - - SHEETS 9. 10 tit) ______ _ _... -.... ._ - __,_3- is _
<br />,(LffinlUWM AT EACH
<br />• r I I o � O -" . O O
<br />END Mni/( TRACKS (Y1. f41. a A, E% Qg _ I _ _..... -...- .:.
<br />D.M.,Q, ,(4) -- I-- r-I-�-r rT-7-r-F-T r-r-r-r�=T-r-i-T L-I
<br />DNRECT MOUNTED AT [ACM ENOe
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) D
<br />MARIA M AS.O.
<br />DESIGN
<br />PRESSURE T94
<br />I. + w -
<br />CONCRETE t WOW
<br />NPALATgNS t
<br />L�
<br />t-
<br />200
<br />14•-4'
<br />13-O'
<br />25.0
<br />W-TV
<br />11•-7'
<br />Mo
<br />II'-6•
<br />ro'-r
<br />39.0
<br />to'- ?O*
<br />0'-11•
<br />ADD
<br />9'-e'
<br />9'-2'
<br />43.0
<br />eI"
<br />6'-71
<br />- Soo
<br />uo
<br />_i__
<br />6'-r
<br />e7-2
<br />Ta
<br />6a0
<br />67-0-
<br />)'-s'
<br />70.0
<br />7'-1.
<br />6'-tl'
<br />75D
<br />7-2-
<br />6'-6-
<br />1020,
<br />7•-0•
<br />6' -5-
<br />90.0
<br />e'-D' -
<br />6'- F'
<br />1010
<br />O.-J.
<br />5'-r
<br />rMo
<br />a'-J*
<br />S'-4'
<br />110,0
<br />-
<br />3'-I•
<br />115.0
<br />-
<br />O-l0'
<br />110'.6
<br />4'-e'
<br />AR81W SEPARATION TO GLASS SCHEDULE
<br />MAXIMUM
<br />ANEL LENGTH
<br />SAME, SPEED 4 170 m .n
<br />WOO) SPEED > 170 -p.l1
<br />(0
<br />iMRE511IAMM
<br />RESIRNNED
<br />AVREST6VNE0
<br />RES,RVW.D
<br />30 OR LESS
<br />1•
<br />I.
<br />6"
<br />f 6 1/4-
<br />>33 TO 90
<br />1•
<br />,•
<br />7 1/2'
<br />7 1/2'
<br />110 TO 1a5
<br />1'
<br />I'
<br />7 1/2'
<br />7 1/2-
<br />_;t_
<br />taS W
<br />I.
<br />1.I
<br />-
<br />MINIMUM PANEL LENGTH Anil FOR A OWN MOUNTING CONDITION
<br />DOUT
<br />T,•
<br />U'
<br />1.5'Xt S'
<br />$TAU
<br />-
<br />YiINB�t
<br />�-�
<br />'F•//1yypMp[�Lx
<br />::W;__M��MOUNT
<br />KMER
<br />HEADER
<br />AV:GLE
<br />TRACK
<br />W
<br />C,DBOI[S
<br />-
<br />DIRECT MOUNT
<br />46•
<br />32"
<br />32'
<br />I 35'
<br />S5'
<br />50'
<br />50'
<br />4
<br />1.5'XI.S' STUD ANN
<br />1.
<br />32'
<br />32"
<br />1 32'
<br />42•
<br />36'
<br />3e"
<br />3
<br />Y' TRACK
<br />w
<br />3Y
<br />32'
<br />1 42'
<br />67•
<br />60•
<br />N.
<br />1
<br />,Y yp1E ALOE
<br />ED•
<br />32'
<br />32•
<br />38'
<br />60'
<br />S6'
<br />1.
<br />1
<br />50'
<br />1 32'
<br />1 32•
<br />1 35'
<br />1 a0'
<br />1 56'
<br />1=
<br />®•UOr95 I 1 i I
<br />� � 1!�
<br />I l 1
<br />I H 1 _) L-__L-- 1 r-__ - I_ l_ 1 L
<br />T I ' - I _ - T
<br />i- - __ -t 1' 1,L11, 1 I I i A II
<br />�}
<br />i i
<br />I
<br />I i f ( _ _I _l 1
<br />Ir (((WWW]]y�� - I - i11
<br />UNBOLTED PANELS , , { I .] 1 I I I ' j.- I BOLTED PANELS w/ dM-20F1
<br />I S.S. M.S DOLT W/ O E'A OVERLAP'
<br />�APPL,r B) I I _ I t i I I (SEE SECTIONS AS APPUCABUE)
<br />i1! i s 1 I I 11 I. , . I I -I 1 I I.; 1 it
<br />I t I i{ I. 3
<br />I I
<br />�I11
<br />I I { I ! I I I I i
<br />D.M., 3 . 4 , j - I I -I- (- - I I E - - -T-
<br />OO _ - I Pe - 0. '} -G- __ - • - 1
<br />�3 OF 3 YAM _ 3' MN
<br />v I- MIN 2/4 1/4. 3/4. 4/5, 5/5 & 6/5 1• MIN.
<br />1W/6, 2W/6. 3W/7 & 4W/7
<br />-.. .. - - -- -ANCHORS (SET SCHEDULE ON SHEETS 9. 10 &11) - _.. -
<br />REGULAR STORM PANEL I ELEVATION
<br />2.687• N.T.S. 1/4. W., OW
<br />91 (MN. OMfleM_ 1 _WHOLE WALL" L-..
<br />1/4•v--�J- -1---7- - -- -__� Tom_.
<br />MAX. DAP �f'�j"'� �/ SECTION A -A "('ttl
<br />oom
<br />(1) L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GLUON POSITIVE ASD DESO/ LOMI,
<br />L-: MAX ALLOMWBIE MIEN LENGTH FOR A OEN NEGATIVE &S.D. DESIGN LOAD.
<br />(2) PROCEDURE TO DEMUW MAXIMUM MARL LONDON:
<br />GNEN A POSITNE ASD. OESNGN LORD, DETERMINE MMIMM PANEL LENGTH 'L,' FROM SCHEDULE.
<br />6WEN A NEGATIVE A.S.D. U94N LOAD, DETERMINE MAMUM PAM LENGTH •L= FROM SCHEDULE
<br />E.
<br />FINAL MAXIMUM ALLOWABLE PANEL LENGTH K EQUAL TO THE N OMI N DEfEM11 = PANEL LERCTN
<br />BETWEEN 'L+' AND 'L-'.
<br />(1) SEE SCHEDULE BUD* FOR MIN. PALL LENGTH FOR POROSITY GUASICKFION.
<br />f OWAUA704 AND WOOD ARE LOM 10 195 P.►I MAX. ASO. DOM PRESSURE RATING
<br />�5FIR 9, ID . ,i FOR MAX. ASD ,lESIDN LOADS t MAX, PANEL LENGTHS FOR
<br />`. •SEC � _ � $PARR NiN K IKN-
<br />44167 =
<br />st" Tum W.
<br />24 OM GALVANIZED STEEL STORM PANEL
<br />* .
<br />i`•.
<br />*
<br />TATE OF�--
<br />I L E C O E Ne. GLOBAL
<br />awI.A.w
<br />PROTECTION PRODUCTS. U.C.
<br />M
<br />WAL
<br />' �'°•'•
<br />1_. *.-
<br />ORIDh �,�}f�-7 ---`
<br />C `� / '
<br />• AYY
<br />2Y. a.. La _ wNL n N.N
<br />aaa aW. 61 mlm
<br />oAAL FL =I
<br />20-175
<br />`�tEr
<br />LH
<br />NA .. • 6
<br />_ . Do A �I>D . n" , a" AH-
<br />`
<br />PHONE OM) M-70-& I- (W)AP-6TWH
<br />a,
<br />TA-00011,
<br />s
<br />am." NA
<br />I Ta
<br />MLTo A IIU Y- ►3:
<br />M@T 3 OF 'aN1
<br />INSTALLATION DEIAILS FOR REGULAR PANEL 1
<br />_ _ _ - INTO WOOD STRUCTURES __ _ __ -Mr _ _ _ I
<br />_ ..
<br />E T
<br />SEPARATION
<br />1 _ _ 1
<br />I01
<br />(SEE SCI�'ED1ni
<br />I*. I 1/av 74,
<br />.TEE SCHEDULE ON ,/.'P-A,•
<br />. - :' - SHEET I1) - - 3 33 MOO Mon I ON SHEET 3) 1 - y aMue�
<br />-poft
<br />- , . -- F - -`= =:.: -- :A'=- _:'--{--- wet r n
<br />i - _ 1 •> i
<br />1 1• MM.
<br />------1 ANEL
<br />i.�
<br />LENGTH
<br />WOOD -- - Z "; 6tA55RE j_ (,- (SEE SCHEDULE
<br />WOODULE 1_
<br />WII$D -. - -.
<br />( SCHED) ON I -:-. .. -__
<br />_--.-... -.. _- l I ON SHEET 1 FOR
<br />, a' t- - RT
<br />SHEET n m
<br />) SP
<br />i
<br />' h/2-' INX. At:ER
<br />�EoI L� sPAcu-
<br />. 'A _ i � D�'
<br />IEINGTHI
<br />- 1 -- MAX.
<br />(. - - N
<br />• - _ 'WOOD HEADER ..
<br />. 2' EO H •- ' r 1
<br />1 REQUIRED - Z': I -. -
<br />�. m. Zl'i ___-_ 1
<br />YOU+.,. I
<br />- _.
<br />€,{ I CO
<br />I
<br />11
<br />t I _-6L�•��, 1' MAX- LOW ALUMINUM SPACERS O 12 1/2-
<br />U I `-'� TABLE
<br />I1. `,i
<br />I GIO.C. (SEE #1 ON SHEET 11J
<br />WA. 1 I ' SEE NOTE n BELOW FOR FOR
<br />i LIMITATIONS
<br />j}{!]
<br />EPARAT{�..
<br />, t/2" LOW AEE12S.
<br />1" MAX I 1 PANEL
<br />10 GLASS
<br />1 LEINGII,
<br />I
<br />(SEE SCHEOUf 1 (P5E�EBSG/EMltHE I (SEE $CREOLE {
<br />ON SHEET 3) I ON SIECf 3) I - I ON SHEET 3) T -PANEL WE FEMALE ID OR PANEL NAtE
<br />)
<br />-
<br />I F 1,.Y-2R.,• I 's.:- 1 PLUS (SEE SC4EWIE ON STET it)
<br />I r is
<br />T. f. I
<br />r� M. 1 '.I :.
<br />1 T OK MDR AWB SEPARATION 1:
<br />I 1AIr11 O.1 F-10 EXISTING . _ 1 TO GLAi5. 1 2'.4• WOOD
<br />EX15nN-(T
<br />( -I _ A -- -- - -. GLASS-- t r-1 PLATE REOUIRED
<br />I I �'(ON SHEET I 1. DIRECT MOUNT w% SPACER IIaA)
<br />- Y' -� y -1 =- I 7k i ALTERNATIVE
<br />1 I l '/ _ALF_r' I - AI?C_ SCALE 3/e.,-
<br />\
<br />1 I 50% ,.- _ - I--� '1 a 72 t/2" O.G. SEE TABLEAl1 ON SHEET 11 FOR MAX. PANEL LENGTHS &
<br />MAX. DESIGN LOADS FOR THIS INSTALLATION.
<br />I 1 OF .L. ,„ I .0
<br />1 , (N �A. MAR.to _ I
<br />-1
<br />`(1221/2.
<br />1
<br />- i 34' j O.0 EC
<br />Ie
<br />1 -- ----I
<br />- o - I -.: WOOD ANCHORS TIC * HM.
<br />,. �; _. STAGGERED W/ STUD I
<br />El- .....--_-_ _. _A __I
<br />t (SEE SCHEDULE ON V%GBR M ANY K I Ilr LOW r i
<br />SHEET 1
<br />1 + 1 �- VXN
<br />K 70 A ONE 6Ow 1) LEANED 6URAIIN e1111 tT-0•
<br />OW a MON't ONE 4 A I FROM AIF!
<br />2 a4' WOOD *'MOB: U WWI MLA IN70I
<br />_
<br />Y s4AQRED ON SHEET 11).
<br />PLATE REOuuRED - `. . WOOD ANCHORS i '' ....... cuum ON
<br />1
<br />STAGGERED w STuO 1' ML. so""" To a1•m Are"Sto YX4" 'ROOD
<br />/ Op Sim a MAIN K RHNIl7D 10 1/r K PLATE REWIRED t2) ArX+DAI aoPA9 iMRI WM�ONFNF M pa,PEEL W/E FF3WL M OR
<br />(SEE SCHEDULE ON LOO A6 NNE iOLOYlI1G LXRgRIwa AR[ j-.. _. _ PAI/6 LATE P46) PIMA K PVFW MWw11M AT a f/ " 0.c.
<br />SHEET 11) Eow4m ,1RN (IRIS 4 A IESTPCnON nm 12 1/2, O.0 W404 ALOIm ON
<br />i , (1) MINIMUM O[•ON PR7aR swm 4I '
<br />EOLITH 4 - -a6 W. 1 (3) LNL 24 PK PAU LMM 4 UM"M 10 W A ANY WDMO
<br />,.- ..... MO 4 A AIFMX"W ROM JMM FANG LOOM ALOI� ON 1
<br />'
<br />ii IweAM 51OY PALM LrtID1H 4
<br />I ". WALL MOUNTING +/�Ij�CT MOUNT I *++)
<br />4♦.MR�E�M�,n�N�AW�G�/�. I ALTERNATIVE 21 (4) 1 I/r LA NG IRACER COMPONENT MA+ POLL K s MrAlm ON
<br />WALL
<br />LTERN YW.Aai (3) SIOIWN ►ALL RrN4LlIlON f OLT FEET L sermiam or 11/r LONG, Proce M Ra ONLY
<br />ALTERNATIVE i w rro .N EtMOW WOOD n4VE WALL 3/B-, YAn wR we DOHo ,. 2 AND 7 AE 6unelra « At1LN
<br />SCALE 3/8..1' (0) affutiIA,ROM WANT ONLY FOR WIG ! t-19%% WOK AND 1K am (IOU, mT10M) a M nOWXW
<br />. TOIL 1, 2 A 3 FER ANTI E !
<br />LINO oa `S�4 A. !,� -- ` - -
<br />i>` l
<br />NOTEL, 4lA: y10Ek ,, ��%
<br />FLORIDA BUILDING CODE Non High Velocity Hu am Zone
<br />1. 1 ONLY D FOR
<br />INSTALLATION ARE 0 L VALID MAX.MA)(. .S D. AM a LAIC, SECTIONS! z Wta v. NOTE DUCT OF _CTION_. FOR c tONI - - N0.4416T - 24 CAGE GALVANIZED STEEL STORY PANEL
<br />DESIGN PRESSURE RATING (p.e.1) AND PANEL LENGTHS � 19 : M, � z iNAANN 1Y:
<br />*
<br />TOP &BOTTOM MORNINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR =q: STATE • 1E� L PROTECTION PRODUCTSr LLC. Mom'
<br />N51BAlNLIE, ANY WAY TO SUIT ANY ALTERNATE 2Tf'} ,: gp - tl. 4 C O INt. GATT,
<br />'� GRID MOO S.S. 61 SHOT
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD _Z
<br />- SJ •.•.."..� U,r A NM, W. r a Wr,N,NNsat n Xnw ONE. A. So" 20-175
<br />I:.. LMN�-12 m-10 PHONE; (W)M -n6 FAr (MN16e6-M
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />DENSITY OF 0:55 OR EQUAL nnN4 TU-Aa-- CA-0016m .,- .+IRA OA■sM AW
<br />INLYOI A A,- Pi. aM t 4 s
<br />FLORIDA44 lIYTi S K IS
<br />WY,NYr aMes4. a LMs10 4neAMa o (C) M IlNf�1_ODa �uNL arrp� L'sNJI7Y G D.SM uIN �.
<br />11L
<br />I - STORM PANEL SHOWN ON TWS PROpt1CT EYALWTWN DOCUMENT (PIED.) HAS RECN VERIFIED FOR COMPILVNCE IN ACCORDANCE - 1/4Y TAPC.ON ANCHORS, AS MANUFACTURED BY 1.14. BUILDER, INC
<br />WITH THE 2020 (7U, Eat'") Or THE FLORIDA BUILDING CODE. THIS STORM PANEL. $HALL NOT IE INSTALLED AT HIGH - #14-10 PANELMATE FEMALE M AND PANEL/ATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS,
<br />VELOCITY HURRICANE ZONES (DATUM-MDE / BW*ARO COUNRES). - 1/4'9 LAC SCREWS PER AIDS.
<br />N 1 A BASIC WIND
<br />WIND LOADS SHALL K PER 5EL',ION Or THE ABOVE MEMIONFO CODE FOR - 7/15'W . 5/8• WVW BUSHING. AS DASTRIBIJ,ED er ALL PDINi 5('3TEW. BOLT &SPECIALTY r,J7,
<br />SPEEDO AS REQUIRED BY THE JVRSON:HIDN WHERE STORM PANEL WILL BE NSTALLED, AND FOR A DIECTIDNAI,Y FACTOR
<br />SPEED NISOCTION H L
<br />KD-083, USING ASCE 1-16 AND SHALL NO EXCEED THE MAXIMUM (AS.DJ DESIGN PRESSURE M71NG5 INDICATED ON SHEETS C,) MRMNM THREADED PENETRATION NTO WOOD OF TAPCON ANCHOR$ SILL BE 1 1/2' AND 2• FOR FLOG PANELAWE PLUS
<br />3. 9 THRU 12 a 17, 1a. AND PANELMNE FEMALE !0
<br />*4 ORDER TO VERITY THE ADM CONDITION, ULTIMATE DEVON WIND LOADS DETFAWNED PER ASCE 7-16 SILL BE FIRST
<br />REDUCED TO ISO. DESIGN PRESSURE RATING BY MULTPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX (ASD) C2) MINNAIM IIHREAOW PENETRATION OF LAC SCREW, INTO THE WOW FRAME UNIT SMALL BE 1 1/2• NO THREADED
<br />0054M PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17. 18. PENETRATION TWO STUCCO SHALL BE CONSIDERED AS PART OF THE REWIRED THREADED PENETRATION
<br />IN ORDER TO VERMY THAT AN:140RS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33M INCREASE IN ALLOWABE
<br />STRESS FOR WAND LOADS PEAS 01 USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO *DOD SHALL 9E AS ,NOKATED IN THIS DRAWING
<br />ACCORDANCE WITH N.D.S. 2018.
<br />BE- •
<br />STORM PANEL'S ADEQUACY FOR IMPACTAND WINO RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MINIMUM PENETRATION OF WOOD BJSlIiNC SMALL!A 5/6 1Ms OF SCREWS USED SMALL 1 1/2-TONG MINIMUM
<br />MUM FOR WITH RO ST.
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAAS OF SOUTH FLORIDA RLPOITTS �SHOULD 14.01-01 AND #0219.02•-09. AS SULD STUCCO EXIST, AND 1' MINIMUM
<br />PER SSTD t2-99 t AWN E 330-02 STANDARDS. AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT #1123.01-10 AS PER
<br />HAS-201 AND TAS-2o3 PROTOCOLS, MO AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ SEC TOW 1804 OF T+E C.51 IN CASE TwAI PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WL700 BOARDS BE FOUND ON THE CASTING
<br />FLORIDA BUILOVIC GOOF WALL ANCHORS BALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) At L4)
<br />2. ALL ALUMINUM EXTRUSIONS 10 HE OOU-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SEE SHEET 2 (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDAAMM AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
<br />). ALL ALUMINUM FEET METAL USED AT CLOSURES SHALL 44W 3105-1414 ALLOY. 8 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION Gums SHOWN ON SECTION T THROUGH 6 (SHEETS /
<br />4 ALL STEEL SHEET METAL PANELS S141 HAVE STRUCTURAL QUALITY STEEL. ASTM A-653 GRADE aO MINIMUM, G-DO GALVANIZED THROUGH 5) EXCEPT THAT NEADCRSQ a® SMALL NOT BE USED,
<br />STEEL UE9QMTllm w/FY. 922 LW (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIGLRY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SMUFTER IS TO BE
<br />5. ALL SCREWS TO BE STAINLESS STEEL 30. OR 316 ASI SERIFS OR CORROSION/ RESISTANT COATED CARBON STEEL AS PER ON BIRLDINGSATTACHED . TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />50016 W/ 50 bi YIELD STRENGTH AND 90 NA, TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2a11 33.4. 10 EACH REGULAR SODA PANEL WTnI LENGTHS OVER 90-, AS PER SECTIONS I, 2. 4. 5, 6 AND ALTERNATIVES IW, 3W At aW ON
<br />6. BOLTS TO K ASTY A-l07 CNYANIZfD SREt. AST 3L14 SERIES STAINLESS STEEL, WITH }e AaI MINIMUM YIELD $TRENCH SHEETS 4. S. 6 t 7 RESPECTIVELY. SHALL NAIVE A LEGIBLE AND RE40OLY VISIBLE MARKPI. INSTRUCTING OWNER OP TENANT TO
<br />SECURE PANELS WITH APPUC.ABLE REINFORCEMENT
<br />7 ANCHORS 10 WAL SHALL BE AS FOLLOWS It THE N4TAIIA710N CONTRACTOR SEAL/CAtAK ALL SNUTIER COMPONENT EDGES WWHHICH REFWA IN CONTINUOUS CONTACT WTH
<br />THE BUILDING TO PREVENT WINO IN INTRUSION
<br />w rs rneDs(eED.s�IcsraE
<br />- 1 INSTALLATION
<br />- 4" T A 1 T W. I OEX Nin c 9 a.. 2 STORM
<br />ALLATWN SHALL COMPLY WIPE SPECS INUCA7ED IN THIS ANY ON' q I/ P ICON ANCHORS AS
<br />ACTV ED BY 8UL J 2 V ) PANEL 51 ORAWIr/G PLUS BL3LDINC AND 2 EGUUIIONS
<br />- t/4' s . 7/0' CALK -IN ANCHORS, A5 MANUFACTURED BY I INC FRONDED BY TIE JlIR15DICigN WHERE OEflMR IS APPLIED T0.
<br />HORS. DENALI(
<br />- 1/4's . 3/4• SOLID -SET ANCHORS, AS OSTROM BY ALI POINT SCREW. BOLT A SPECIALTY CO
<br />(W. FE-30DO µs.,.) 13 (a) INS PRODUCT EVALUATION DOCUMENT (P.LD.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INIORMAT04
<br />#14-to PANELMATE 1`E3AA.E O a PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSIRLIVION PfODUCT9. FOR A SITE SPECIFIC PROJECT. ,.4. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED
<br />- 1/4'11 LMMLC MAXIM AAICRHORS, AS MANUFACTURED BY DEWAL7. INC (6) CONTRACTOR TO BE RESPONSIBLE MR THE SELECTION, PURCHASE AND ISTAI-LIMN INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />Ai) MINIMUM EMBEDMENT OF 7APCQN ANCHORS INTO POURED CONCRETE SWILL BE 1 3/4'; 2" FOR ELCO PAIELWtE AND BASED ON THIS P.EO PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />CONSTRUCTION SAFETY AT $TIE IS THE CONtRACTOR'S RESPONSIBUT'r
<br />13/4- FOR ZAMAC NNUN ANCHORS,
<br />S PRODT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED
<br />(c) THIS PRODUCT
<br />A2) CA4K-IN t SOLO -SET ANCHORS SMALL BE EMBEOOF.D 7/6' INTO THE POURED CONCRETE. NO EMBEDMENT INTO
<br />STUCCO SMALL BE PERMITTED. 1/4• a-20 SCREWS USED SHALL RE MINIMUM
<br />1 1/2" LONG MINM SHOULD STUCCO EXSi, (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARC'NTTECI WHICH WILL BECOME THE
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEAOED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E O.A.) FOR THE PRWECT AND WHO WILL BE RESPONSIB12 FOR THE
<br />OUT WITH WING NUTS PROPER USE OF THE REV ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />RED ENGINEER, SHALL SUBMIT TO THIS LATTER THE Sin SPECIFIC DRAWINGS FOR REVIEW-
<br />A3) IN CASE THAT PRECAST STORE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR, ANCHORS SHALL BE U.ONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (") THIS PEX, SMALL DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFLS.CIONA
<br />ENGINEER OF RECORD THAT ATEpA D
<br />ANCHORAGE SHALL BE AS MENTIONED IN AI) AND IN A2),IT
<br />(B) TO CX15T1NG CONCRETE Art ASiM L-9O: It. SHUTTFRR MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISE LOCATION AT STORM
<br />- t/{' • TAPCON ANCHORS AS MANUFACTURED BY I 1 W BVIIDEk, RFC. SMALL PAN0. SHUTTER N ACCORDANCE WTIN SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL
<br />EVERY OPFJRW IABFL.ING TO COMFIT WITH SECTION DROSS.] OF THE
<br />- 1/4• e . 7/8' CAUL -IN ANCHORS, AS MMAJI"ACTLXEO MY DEWALT. INC. FLORIDA BUILDING CODE.FOR
<br />- 1/4's x 3/4' SOLID -SET NICHORS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECl/LTY CO
<br />IIIIN-
<br />- #14- 10 PANELMATE FEMALE 0 AND PANELIATT PLUS ANCHORS. AS MANUFACTURED BY FLOG CONSTRUCTX!,\��C�E
<br />1/4' FLMAAC NAUN ANCHORS, AS MANUFACTURED BY DEIWALT, IN( ,�B1)
<br />•.r�.
<br />MINIMUM EMBEDMENT OF tAPCOR ANCHORS, ELCO PANFUMtES AND ZAMAC NNLIN ANCHOR, INTO THENS FLORIDA BUILDING CODE Non High YNoc NurHcGM Zone
<br />BLOCK UNIT SHALL K 1 1/4" 1T ;'
<br />6u,
<br />8.2) CALL -IN & SOLID -SET ANCHORS SMALL BE EMBEDDED 7/le INTO THE CONCRETE BLOCK UNIT. NO ST0tr')11T044 7 • R e2AT'o R1LD..c 24 GAGE GALVANIZED STEEL STOMA PANEL aIVw�'w.
<br />STMCO SMALL BE PERMITTED. 1/4- 4-20 SCREWS USED SMALL BE 1 1/2- LONG MINIMUM SHOULD EXIST, * '�
<br />/J
<br />AND 1 • MINIMUM FOR WALLS WITH N O STUCCO : CL09A1 PROTECTION PRODUCTS, LLC. RFJEF�110
<br />I
<br />�SyTATE F - ' 4�� C o
<br />0.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD WARM BE F g 'CORt ,ip•UT ai R 8C 0ITT-ow.HY NHTL:
<br />aam Sr 31 31RLYT
<br />E1 L r Hr. aWWOW A RANI QA+E ft SX,I4
<br />EXISIINO WALL, ANCHORS SNAIL. K LOW ENOTUGHH TO REACH THE MAN STRICTURE BEHIND SJCH P L) G\ .M... NNR+M9 Iw nW m-,HI N4S l#1JEFF-72N6. FAk LiON)6M-F11T 20-175
<br />�+ �5/ONAL
<br />ANCHKXMIGE SHALL BE AS MENTIONED IN B.,) LINO IN B2) '. e- r dVYYN IN
<br />OjFNNN...I NN PL YAL/M¢YAnMK/pAtE
<br />_
<br />PA. WRIT, , a u
<br />WArom`FILMS,
<br />INSTALLATION
<br />INTO POURED
<br />DETAILS FOR REGULAR PA1
<br />CONCRETE OR CONCRETE BLOCK,
<br />n ai)
<br />STRUCTURES
<br />_
<br />¢PSiI1lG POURED COHWRETE
<br />W.,*,G SLOG%
<br />. - POURED CONCRETE
<br />B.DCK
<br />`
<br />REWIRED
<br />"/ L �RETE
<br />'i '
<br />CONCRETE ANCHORS
<br />CONCRETE ANCHORS
<br />__
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<br />SHEETS 9 TROUGH 10 V /
<br />. _(p I
<br />SEE $cIEDULE ON
<br />SHEETS 9 MROUGH 101 I iwl
<br />�E�PO D
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<br />SEES LENGTH
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<br />(SEE SCHEDULE ON 1
<br />_ 1.-
<br />-:. -+,• - 11
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<br />ON SHEET 3) L
<br />SHM
<br />SHEETS 9 THROUGH IM
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<br />/ I ALTOIHN7E
<br />- 1' Min. -
<br />W/ m ONLY WHEN S
<br />LEE LOCATION
<br />4
<br />,::
<br />CALx-w
<br />ARE USED t w/ WHEN
<br />all
<br />EXISTING
<br />PARE�uSED�
<br />OR CPOE2ED1iCONOETEcoNaETE
<br />OCK
<br />ALTERNATE CONCRETE_ E7(ISTNO aD,xRD CONCRETE
<br />ANCHORS `OR
<br />CONCRETE ANCHORS_ '
<br />REQUIRED.
<br />CINCIETC 9LOCK
<br />(SEE SCHEDULE ON
<br />REDMFED.
<br />STAGGEREDW/ gub
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />SNEERS 9 THROWN 1.0)�
<br />RUILO-Oka MOUNTING
<br />SCALE 3/6",`
<br />1 )N''T'N'G
<br />w 3FAY61��iLEi
<br />SCALE 3/8-1'
<br />WALL WOUNJIF
<br />Sr•,r 3 B.,'
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<br />�t
<br />'•.'
<br />SF :, CEN ....
<br />FLORIDA BUILDING CODE Non High VelocityNu am Zone
<br />E0. •EDGE DISTANCE
<br />pjDjFbR COYBiNAT10N of SECTIONS:
<br />a 0.44167
<br />" * : * •• 19
<br />z '$' STATE OF{- -
<br />-
<br />vote aWcO I4 GAIN: GALVANIZED STEEL STORM PANEL
<br />-. I L E C O EIIc �• �TECT(ON �U•TS, �•
<br />T''
<br />ONAMIN V.,
<br />as
<br />(SEE SCHEDULE ON
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />Ft ORID1`
<br />r
<br />-M SW. 511POW
<br />Owi q S13I.
<br />SHEETS 9 & 10)
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />rO,'-'
<br />'4s�fE' • •. 1�\ Z
<br />••
<br />Y... te.. 1. TIa PEW.« WYeeIA A. M,M
<br />- w m+-wM . r. , aW m-we wglc
<br />(F/+)®P-Hsw. Na Oa,I) W.am
<br />20-175
<br />INSTALLATION.
<br />vi /O
<br />RMMNI lb
<br />41H TOK/p0[
<br />1; A 14LR A., PE
<br />1FIF]H 4 a M
<br />INSTALLATION DETAILS FOR REGULAR PANEL (D INTO WOOD
<br />LEG
<br />4'N8` tll)n.1 E3CE51VW WOOL _ --W' ATE
<br />BEAM REf2URE0. STRUCTWGI - .
<br />ADEQUACY OF EXISTING WOW - -
<br />I,
<br />BEAM TO BE CERTIFIED BY ,,to -..rI E6 - _
<br />REGISTERED LYIXtEER OR - / __�
<br />ARCHITECT PRIOR TD SHUTTER -
<br />INSTA'L•LAT7pN. WIppO ANCHORS ALTERNATE WOOD ANCHOES _ - .- t• Mfa -
<br />SCHEDULE ON - ,/iHII• 14 r,AI,OI Hq0
<br />(SEE SC•IEIXLE ON (SEE -fD- 100
<br />'-ED-,-ENO _l r" Y�s/Mn
<br />SHEET I1) stim I1) ',' -ileA,
<br />__..
<br />1/2. it ac
<br />_�'ll L/2•
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<br />a
<br />IT t MAX. WOOD HEADER .•� ", +/2• _-_--_-.-.-.-_
<br />'
<br />_ _)
<br />1 -r --. _._ ___. __S REWIRED ,: I t/ 1'n•
<br />ExT57WMGG�� N3 - I T AAO Inn
<br />G rl- I I :, 1 III •• 1 oA
<br />1
<br />.I W'OOD ANCHORS
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<br />SEPARATION TO :
<br />+NIL-2o.1• {{U� 3 �F,/
<br />SCHEDULE
<br />I
<br />1 ON SHEET 3) 1 >L6.. W ' Min. SEPARATION TO CLAM, I :
<br />t ... f . I IRA w ',' r 1SEE SCHEDULE E ON SHEET 3) 1 La•.-30r1• 1' MAX
<br />r, I ID�•R. TORT -YU •L• MAX I . _. _ I M GMIS PANEL LENGTH
<br />_ -...
<br />11 ..._.. . -- .A4 t I umm 00 r-In ISEE SCHEDULE
<br />_ __LENGTHON SHEET 3)
<br />I (SEAL E R]( ._ -
<br />`- 2 ON SHEET 3) 1 I. _. ._
<br />T _I
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<br />1
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<br />ALLOWED I .,, I J CO --� W • 4 ,p' O.0
<br />- . IT - %
<br />_. - - 4 - _- DECK REOUIREO Ya4• WOOD PUTS - LY000 ANCHORS
<br />WOOD ANCHORS . _. BEWARED
<br />I (SEE SCHEDULE ON
<br />... -.
<br />(SEE SCHEDULE ON _,., . _ . 3/4 ... SHEET 71)
<br />SLEET 11)
<br />f;EILiNG AND FLOOR MOUNTING BUILD -OUT MOUNTING
<br />ALTERNATNE N1w
<br />MIT SCALE /An�)'
<br />►pFaas
<br />NOTE31,
<br />NOTE. FOR COMBINATION OF SECTIONS: _ X NO. 44167 •: z FLDRIOA BUILDING CODE Non High Velocity HurAcam Zolte
<br />I . INSTALLATION ARE ONLY VAUD FOR MAX. ALSM z
<br />z . a 4ImP ?knm 4t ram.
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.e.f) AND PANEL LENGTHS '�qI STATE OF a 24 GAGE GALVANIZED SiM STORY PANEL ,IYAN en
<br />GI:
<br />•�
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 y /'• :
<br />OWALLLA71ON. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD :��'• f1O -
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC - ----� GLOBAL PROTECTION PRODUCTS. LLC. M WIIL
<br />N�-r- �,-
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