|
MTR10
<br />(SEE=
<br />H+ dA65 -
<br />COMBO ON
<br />To
<br />.66.0. -753
<br />70' OR LESS
<br />2 B/Ir
<br />BOLTED •
<br />,•. z'. 3'. 'W
<br />21. # 3n
<br />.06.0. -75.3
<br />7a• OB LESS
<br />2 7Po•
<br />80.TED •
<br />a' k -
<br />m;D;xA>. 4.. a wINR4/I AT UaR{AP a taw OF MNEL uNO,N
<br />or PAWL
<br />..N . . r. . Ii.I •vs- - -.-1 , .i•
<br />:1V i4 Ha? L•1.� '.H � :AI .Ial' �Ti:i .MIL.I >.,•.
<br />�' al. .N _ 'NTH 1 - � a
<br />MAXIMUMMAWMN
<br />ASD. DESIGN
<br />RICH K SPAWN FOR E a - 3 1/2• ••
<br />/PPLCA&Z 70
<br />N1'r -1
<br />ym
<br />a THEM
<br />AAWMA PARE
<br />LOOM ILI (w)
<br />PRESSURE
<br />RATING
<br />�.(,
<br />TAOOm
<br />I CNA-N
<br />PWIOYATE FEYNE o
<br />PAIEJAMTIE PUS
<br />ro NXNOE,[
<br />m tXINC1ER
<br />m coacwTs
<br />m ca,t%7D
<br />12'
<br />N/A
<br />1 12-
<br />N/A
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />I' a 2' (TOP)
<br />)I'
<br />3• •
<br />IV
<br />3•
<br />5'
<br />4•
<br />5'
<br />4.
<br />i' BOTTOMI
<br />12'
<br />3•
<br />12•
<br />5•
<br />e'
<br />6'
<br />8•
<br />c'
<br />+' BOTTOM)
<br />t 4+
<br />66.0. -75.3
<br />N/A
<br />N/A
<br />I N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 ,/2•
<br />it'
<br />2' (BOTTOM)
<br />70•
<br />1.
<br />N/A
<br />16 1/2-
<br />M/A
<br />a 1/2'
<br />I N/A
<br />4 1/2'
<br />N/A
<br />1 3' (TOP)
<br />12'
<br />NIA
<br />12'
<br />N/A
<br />9 1/2"
<br />N/A
<br />9 1/2'
<br />N/A
<br />3' (BOTTOM)
<br />Ir
<br />N/A
<br />12-
<br />N/A
<br />T2'
<br />N/A
<br />12'
<br />N/A
<br />4• (TOP)
<br />12•
<br />6'
<br />12-
<br />9 1/2•
<br />12'
<br />IT-
<br />12-
<br />FI'
<br />.• (BOTTOM)
<br />IF LINED m BOLO ace. ASO, OE9p1 PPE;apE RA706
<br />/ ALE SHEET M FOR ANCHORS TPC k SPACM MR ,NAAHATIONS N10 WOOD
<br />raw 6LaD0q
<br />MNMM MOM sAA M A/O WORN EDGE OWN IM AN INDICATED ON THIS
<br />SOiDtAL FOR GO. LESS THAN ON /,N SCHEDULE
<br />SN THE LLVAI ANQHOI 9WCRq
<br />BY WL10tYaw lOACONG S.KRN ON 3LV8DLSP eY THE r9uowBHc rAc1aI6 MOPE
<br />THIS LESS T m Y M I DIC AN F POBM6lE, SPACING; *VOWED ASTMS ACMES SIMU
<br />NOT R LESS 7NW YNWW SPACOHG 9OKATW FOR LAO1 ANCHOR TYPE AT
<br />AI4c710R LEOf11D
<br />slow "m
<br />1/41.
<br />-_...___
<br />I~
<br />Y1/4.
<br />_
<br />7.W__
<br />PUKE a
<br />1/4'.
<br />1/a i
<br />a4K-w
<br />_
<br />-,,NCR I1rw, . P.)
<br />3
<br />]
<br />3
<br />3 ,/2
<br />ww RTMIO O-wNY 6.)
<br />Ma W.1 0.0 DO
<br />3
<br />3
<br />3
<br />3
<br />3
<br />l I!2
<br />3 1,I
<br />4
<br />AUX it& on moo"
<br />FROM
<br />1 Ile
<br />3SI
<br />-
<br />-
<br />a I/r
<br />I-
<br />-
<br />-
<br />To
<br />r
<br />Woe
<br />a
<br />w
<br />3 ,
<br />,Aar
<br />-
<br />I ,AD
<br />I
<br />+ REOWES LN... DIS'IAOE BETWEEN BOTTOM OF PANEL I
<br />ILO mBE 1/2'
<br />-1 MR.
<br />1
<br />1
<br />++ REOUI ES Me. DANCE BETWEEN BOTTOM OF PANEL
<br />AND ® To BE, 3mr ILjuir
<br />.-) Ma.
<br />C`A101PANENTS cnR RFrw AR_ I IRE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-17
<br />_ _ _.,s.123' (R1TA. WIDTH)-. ---_._. .___.____.___ ._.. -_- -. 2,,97'_ -
<br />__.-. -.. _..... 12,500' (EFFECTNE MOTH). -_ _. .-__._-.. _. _ t 1 -.T03•
<br />E..._-T.230' -
<br />�,.... - -.... _ 0 1/4 (TIP.) -- :•. 1.3 (- .374;-.
<br />�_ i _. ,3f0•._ ,".-„ I. 1.250' .,W .Im-, - .0w
<br />7 -L3S0' 1I.300' I L.
<br />_ .
<br />' . -.• f _ +
<br />I I ,t r, o9za• NM/. TRIP *.I h -;I 3.313" IF7-...
<br />-.eJo'
<br />J' 1671• ,
<br />EDGE °ALAM7MAW TYP. 250 ,2 .(784'BO' t9p, t.oi5'almm OLD MNeeIN ,EMEE71 ,f 2.,'2j•- DMTAIt A c-6D CAIV. EI t_ ._.-_-_f
<br />r �'
<br />Qt STORY PANEL ---------------------1'tTw)
<br />350' I` - ,350` - DIAL A- I_ _. L ... -. - _. 2.0D' -- N
<br />FROM :10 �ET ENDT (En OF PANEL ) WN" HEADER (3) rFr TRACK
<br />`1- .=,
<br />fMAEe3 OM7 LIP
<br />W/ H61VM MICE ,-
<br />i :9.w'
<br />i aoLur
<br />T �' 133.1 0-11w- j
<br />•/ I
<br />'o.25t,. -- . - , 407. 0.625•
<br />(_ --1 .
<br />� .- - 2.250 - U AIL A '- T
<br />i E ISOMETRIC Y1E1lY DET t331 r
<br />+ - ROUNDED CORNER • ENDS OF PANEL'S -'917
<br />' END LIP W/ HEMMED EDGE. I - Alk .O"-
<br />2.378' (N.TS)
<br />2-3ca' I WALL.I
<br />LOST• oa7• I O KEY HOLE WASHER
<br />3.750• .072' (m) 760' 3105-Ht54 ALUM. ALLOY
<br />H
<br />2.,2.
<br />11 _j -� .011• .750
<br />I
<br />250' I 3 O uav E SLME 2erfMu W
<br />I,.yq _- __- - _I 2.000• - �O�Y�i 2.a00'
<br />i -.t11'
<br />0 050 f L
<br />(7 REM, rNr HEADER © rUr HEADER L- ' '
<br />r
<br />MAL
<br />n4 - 3.000- 3e4� r- Auor
<br />31 T- :im- ' - SO'
<br />A70' _.._ 1.275' µMe::•^I(-
<br />1 --. . , ... _ . .__.
<br />f"
<br />1.67r t-
<br />H -..T-.
<br />R 4 1.125' D80•
<br />1 _ f111P) 2 r>oo.20,567�
<br />123' tP.i -µIL. o ®MIN 10 T (� 2 ( YOs0' •-• ]50'
<br />2.aoo--. - - ! (.-_• --- SEE SECTDAS - -' -
<br />am
<br />1® BU_�1 ,Q-OUT or ® aump-OUT Or TRACK 1$ i ® WAS ERE0 WINGNUT
<br />TRACK ANGLE (71NMAC 3 ALLOY)
<br />TIP. TOP EDGE
<br />'
<br />a AAEL
<br />375'
<br />1 -'8
<br />- ;- PANEL
<br />0.625-- 1.
<br />. , a,B7m'
<br />2m"- Plat1
<br />�Anl
<br />.375
<br />f . _..-.
<br />ITP. oormm
<br />, EDGE OF PAWL
<br />114-0••20.3le
<br />,750• - Its Sluo ONE=
<br />.12e '19 ANICLE ♦ 6 1/4'
<br />0w • 12 1/T Olt
<br />W -
<br />, (MAY BE *r.w E0)
<br />.._1
<br />096'
<br />L �-- )M
<br />1
<br />L - >�
<br />(JAL ANGLE WITH STUD
<br />0.024• (Min.)
<br />GALVANIZED STEL
<br />I
<br />II I
<br />375- , ( 50-0
<br />0 ETAi 0.2
<br />-'I "AIL I
<br />© KEY HOLE
<br />AT PANEL - -'-
<br />I _ _
<br />.Se. SIEE'1 6 FOR ADMIONA
<br />.813"
<br />LIMITATIONS 0 SLEEVE LEK9TI IS 1 f'.
<br />_ _ 125'
<br />, -.
<br />ONLY ow FOR owmuTXMB 000
<br />(IYP.7
<br />,
<br />.. Its-
<br />wow STRUCTURES
<br />3 75O•
<br />2.000 A -w
<br />)
<br />,750' 250'
<br />t
<br />1 )
<br />---xODD•._ -
<br />i
<br />it WJ' TRACK
<br />1@ PANEL u�uCCQ
<br />!L
<br />(1 iX w10i1
<br />(USE ONLY FOR E-Z HANG STORM PANEL
<br />N
<br />SYSTEM) OM-76 ALUM. ALLOY
<br />INSTALLATION QUAILS FOR SERIES 2000 do 100Q E Z HANG STORM PANEL
<br />INTO EXISTING WOOD STRUCTURES
<br />J, -i �- -- _- � L1.14. LAD seem • r oc w{ 4M1, TI«UQEp IDaTMAt1tA1 -()__- 2 DtnL {AG SGIEtK • 1' OC W% XISRIO WOOD HEADER1/2'W+TI,NfAOCDP[NE'RATAXH -
<br />ro FSE No woaD HATER. I,Ful N oN FDaCon. 1,ar SAWS. -
<br />• G DID a
<br />4 GAIN. MALT' 3-M5. ( /- p
<br />{ ♦ u two; p
<br />i i -' f (SEE Do" 1/7. a
<br />NOR 'A wam)_
<br />I' RFbG ff- r
<br />wow
<br />I �
<br />TEAT i 1
<br />REDWRFo xR
<br />I
<br />1
<br />,/r.-XI.3/4- IRIS
<br />HEAD UT w! r/6'N31S2'
<br />wEAD M.S YARN
<br />OF r.vw (TOP.)
<br />3/16' A,,-, FOP aa4T
<br />• VCWXYH 01 EYU"
<br />p
<br />2 B/16' Mw. i t/i A-20a/4• -
<br />7 P/,9' W, I - SEMA M I MS w/
<br />SEPMATXN ) ,n'e-ioafa' ro CUSS.. !/p•w/ar
<br />o Cuss i .. wii /ar I � .•� !
<br />EVIAY 0ARtAP .
<br />ill 11�
<br />__
<br />1� w I I
<br />�1t}^ I QI N .- .1 I 71 1
<br />3 I X N r 7
<br />1 I o
<br />-_ # :�
<br />1
<br />v� i
<br />/p4'� ) AL MS W! , 1'P PAMLWR FEAWL 0
<br />2 YOR.I r28i1a/H•NVT 1//6' "LMR��D/
<br />(YT .m a suow) PENEIRA-l" 12 1/7. 8.0
<br />1/A//-P2z•' 4Y.. iNREa - PDE ♦ .= (x1 Y.1-
<br />E.
<br />wOADN O PLATE , SLOES !I'- RA, 7 M GN EDGE
<br />!z) 114-16 PANFLYATE PLUS w/
<br />i75E, 6' we . PENETRATION a +3 •
<br />Yin. (Y 2•.4'
<br />wow ALi RMME 2"W
<br />SCALE 114•.1-
<br />N TERNH(LTIVE i "W
<br />SCALE J/4•-i-
<br />BI03S
<br />I. MSTALLAMI)MS ARE ONLY VALID FOR BUILDINGS MTN ASD. Df3t01 ,oADS W
<br />UP YO .86.0. -75 _ W AND RAWL'4 LENGTH W TO _ -10'
<br />z FOR NEW wow FRAME CONSJRUCIX)N. WOOD YEMBM TO K SHXR,FAN a
<br />P.E NP. 1 W! SPfCFY DENSITY OF 3.55 OR EQUAL -
<br />SEE IMon _SPaE":AFKAT�(j5:-MOO,IWD1ENiT ROES ,ICRON To FAIN:®[ M (Sj�OP YR CIIS Ai tOF ASI ItE `1
<br />,Gfb OR 2000 �R16 NSFALLATfp, Tiff ON Si1DTCA27 4T ROT�Y. Ma5E0 DN -
<br />S.
<br />H._ tO1I AMON = OF ssn,rYA
<br />ALMOME-TOP WOOD
<br />t0
<br />TOP a IIOITN WUNIYOs CAN RECXW,RNED IN ANYCONSALE: i C - I•
<br />LWATION
<br />WAY sm AMR-WAUAIOW
<br />NOTE SNDTTI TWIG NOT S"DWN FOR OtNRTY
<br />, F
<br />�
<br />1 {'� LAG SUER a S' O.0 ■/
<br />,/r W. THw-.m Pudraoc.
<br />TO, DDSTNG wow acko A
<br />4 Cant 1+wM' $.M9
<br />ITT
<br />.
<br />• G ENO or
<br />7 O -
<br />(SET WIN!, 1/2. A
<br />l
<br />rHott 1A BELOW)
<br />eT
<br />M. sGOEIY W
<br />1
<br />T/ Pa/32'
<br />WaC° tan O
<br />r oc
<br />I
<br />y4
<br />1 1/IY-TOOT' -
<br />2 9/16' MP.
<br />Tje'4.3/3a/
<br />10",n,X -
<br />TO CLASS.
<br />wRNL Y.J1rT
<br />i EMERY 01IEAAP I.
<br />..I -_ .
<br />i i
<br />R r i
<br />OLD 3 9
<br />n•..3 32•
<br />! 1
<br />p H
<br />A t 1
<br />- YO
<br />OC'
<br />F-111-\
<br />J
<br />11
<br />,m..)�
<br />I -11
<br />I
<br />I
<br />T
<br />- a
<br />7 �
<br />I N I
<br />''t7F////1 - /4• S IF/ _
<br />WIBi'40-54',FdNolET
<br />A
<br />M.
<br />I/a•. ✓O scull s e• D.0 r/Blow)
<br />.-2 L
<br />+ 1/2' Mn. THAINDLT PENftRATRX,
<br />YM x'.4' -
<br />I
<br />PLATE REQUIRED FIAT
<br />I !{
<br />. LACSCAS • 6O L woA!Y IDA0 PDRTPAt K
<br />TO t B,WNC WOOD
<br />HEADER,
<br />// A' Y 5
<br />Go,n r'If-• 4 0 .3 .4Nc
<br />2 O.0
<br />I 4 cLnL 1i4a• SMAs.
<br />I
<br />i p
<br />I. DIAL ,/z• a
<br />_,
<br />3
<br />�w00f HEADER REOU4rfp I .1
<br />i
<br />2 T/a• W.
<br />SEPAA,IOP
<br />)
<br />I
<br />70 CLA55
<br />I SCREW,v w
<br />W.
<br />W. STEW WJ
<br />I ��`'"fDYEwo
<br />,
<br />19
<br />ci
<br />I If ]
<br />3 C.nt
<br />p r
<br />I
<br />11
<br />x:. I
<br />,:
<br />I \t
<br />-(-
<br />r Alo ' NIT d{ '/4 0-204--r1l4:
<br />, 230 ` )(SCE
<br />-R 6�' + 4•wNUfiw, FIA W! 7/r to/w
<br />cP-
<br />-,n'r LAC SC1EwS 1 e' OC w!
<br />♦ 1; "m TNRFADED PENETAKTONof PLATE
<br />ME=
<br />FLORIDA
<br />Nuri imrN
<br />XIMUY A.5.0• DESM PRESSURE RATING (Ra-f.1 ARID CORRESPONDING 1/4, 3/4. 4/5, 5/5 A 6/5
<br />IUY SNar.t tr P N (I) LENGTH *0 SCHEDULE ONLY FOR REGULAR STORY 2/4 1 W/6, 2W/S. 3W/7 t 4W/7
<br />5 INSTu.1.�IM INTO POURED CONCRETE . CONCRETE BLOCK & WOOD (t)
<br />^r MA - --- - - ORETS 9. 10 kit) - --- -------_.. ------.-__-._._r MAX
<br />SjWAE PAYEIer{t IDYL♦--- SWUE PPPRRAKL w ) AT EUT4 i O b b
<br />dTTOEORBOIL Eiffi+ E A()I;i�33.C4T_�3 OH D.M.AO,(), r7 R- I"I- r-t--T-r--t-�---r-r r r -�-r-r--1-T-r-F-s .___-_-_17_I
<br />WITH TRACKS (&114 'r DIREC.t MOUNTED AT EACH END*
<br />MAXIMUM PANEL LENGTH
<br />-L+' OR 'L-" (ft.) 0
<br />VAVO" AS.D,
<br />DESIGN
<br />PRESSURE RATING
<br />(Pof ) (+.r -)
<br />CONCRETE k WOOD
<br />INSTALLATIONS t
<br />L4
<br />V
<br />2aO
<br />12•-0•
<br />W-O-
<br />SID
<br />Is .-Ow
<br />FT•-e'
<br />Jac
<br />1i•-e•
<br />W-I•
<br />Jac
<br />10'-16*
<br />W-0•
<br />400
<br />t0'-r,
<br />D-4-
<br />43.0
<br />r-D'
<br />a -9'
<br />3Qo
<br />W-1'
<br />-
<br />a 4'
<br />e D•
<br />SsO
<br />e r
<br />6s0 .-
<br />7"71-e1
<br />B o•.
<br />Y 4• _.
<br />r-e•-
<br />75.0
<br />7'-S•
<br />6•-IO-
<br />W.0
<br />r-2•
<br />r-7-7•
<br />IUD
<br />,-,.
<br />6l:D•
<br />9o.0�
<br />6S0
<br />6A4'
<br />6'-9'
<br />6•-2-
<br />-IL-O-
<br />fo0.0
<br />6•-S•
<br />s--"-
<br />toe.0
<br />I'-3'
<br />S'- -
<br />MIT
<br />1
<br />s-r
<br />1
<br />t T9.8
<br />-
<br />1 3'-6-
<br />MAXIMUM PANEL LENGTH
<br />L+- OR -L-" (ff.) 0
<br />MAXIMUM &LLD.
<br />DESIGN
<br />PRESSINRE RATING
<br />(P...rl I- ,w -)
<br />CONCRETE AT WOOD
<br />NS,ALAT,ONS t
<br />L•
<br />L-
<br />240
<br />14•-4-
<br />u•-o•
<br />250 -
<br />f •-f ,
<br />? 0
<br />RY-7.
<br />3a0
<br />if'-e•
<br />fb•-71
<br />90
<br />10•-TO'
<br />W-9•
<br />40,0
<br />F•-6•
<br />I•-Y
<br />43-0
<br />--
<br />Sari
<br />Il,'
<br />6r
<br />e•-T--
<br />e_r
<br />SSA
<br />SAY
<br />-
<br />7•-#, ..
<br />aa0
<br />D-o•
<br />r s
<br />NCO
<br />7;-e•
<br />_
<br />7•-,.
<br />M aa0
<br />77-3
<br />a• - II'
<br />7aO
<br />7•-2-
<br />W-e•
<br />eav
<br />r-o•
<br />6•-6•
<br />DSO
<br />)-0'
<br />6--rADO
<br />0'-s' .
<br />I-1-
<br />956
<br />r-r
<br />3-I0'
<br />T«7.0'
<br />6'-3`
<br />s'-r
<br />t0ao
<br />".1,
<br />5'-4•
<br />rra0
<br />-
<br />s•-T•
<br />ITV.6
<br />4•-8'
<br />MINIMUM SEPARATE* TO GLASS SCHEDULE
<br />MAXIMUM
<br />PANEL LENGTH
<br />WOO SPEED 4 170 m.P.n
<br />--
<br />1; SPEED > 170 -PA
<br />(in)
<br />UNRESTRAINED
<br />I RESTRNNEO
<br />UN ESTRANEO
<br />I RESTRANEO
<br />30 OR LESS
<br />1'
<br />I.
<br />6'
<br />5 1/4•
<br />>33 TO 90
<br />I•
<br />I I'
<br />7 t/2•
<br />1 7 1/2-
<br />>90 TO 145
<br />1 I•
<br />,•
<br />7 S/2'
<br />I 7 1/2'
<br />>745 TO tee
<br />t'
<br />,•
<br />-
<br />7 1/2'
<br />NIYINI N6 PANCI 1 rIM&r I let«% CENT ♦ N. WIM UntIAMNQ ChNnITInN
<br />_- I-
<br />TOP
<br />DIRECT
<br />MOUNT
<br />1w
<br />WADER
<br />•U•
<br />HEADER
<br />1.5`x15 •
<br />SimORIOLETRACK
<br />*r
<br />K
<br />wML
<br />BD -OUR
<br />TUILy/5T�KpE ,
<br />H Y.,
<br />-
<br />DIRECT wow
<br />40'
<br />32'
<br />32•
<br />35,
<br />SS•
<br />50•
<br />50'
<br />4
<br />,.S'XI.S' SR)D ANGLE
<br />3wr
<br />I
<br />32'
<br />32•
<br />42'
<br />38'
<br />3e'
<br />3
<br />r TRACK
<br />55•
<br />32-
<br />32•
<br />42•
<br />67-
<br />60•
<br />W
<br />I
<br />w ANpa
<br />50
<br />32•
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<br />(sEE SECTIONS AS i I I` i I i. - I{ S.s. Y.S. BOEt W/ a EA. WERLAP
<br />_ i APPLICABLE) I I t .- 1. 1 1 ' 1( I SEE SECTIONS
<br />AS �.
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<br />( j I I 'f T I I
<br />lI I lI l l W I
<br />i I I i l l1 1I I I
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<br />Or MAX 3' MIAX
<br />3
<br />_ MIN 2/4 1 /4, 3/4. 4/5, S/5 k 6/5 " MN.
<br />iW/8. 2W/6, 3W/7 3 4W/7
<br />_... -._..._.._ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 W0 _. _. -
<br />REGULARTQRM PANEL 0 ELEVATION
<br />111. N.T.S. +/4' No GM
<br />a (UK Gate -_1 18OLE wum ' j(F
<br />MAX. GAP = , - -- on
<br />CTtON A -A
<br />.0 1
<br />N.T.S. �-
<br />MOTION
<br />Olt) LA: YAXMM ALLOWABLE RARE. LEN M Rat A GRAN PCSIIWE A -SO. DESIGN LOAD,
<br />L-: MAY ALOMW PANEL LENGTH FOR A OMEN MECAIME ASO. DESIGN LOAD.
<br />(2) PROCEDURE TO DETERMINE Wft M PwFi LOOK
<br />ONIN A POSnEE RSA. DESIGN LOW, OErOMW MAXIMUM PANE. LENGTH 1i FROM SCHEDULE.
<br />OWEN A NEGATIVE ASD- "M LOW. DETERMINE MAXIMUM PUMMEL IENOIH'L= FROM SCHEDULE
<br />FINE wx4km AIDM,BLF PANEL LD49TH is WA•L To THE Mttf" 9E10MMHE0 Prue. umm
<br />BETWEEN i..• AM 'L-•.
<br />(3) SEE SCHEDULE SOAR FDA MIN. PANEL UM N MR POROSITY ONLRUOTTOAI.
<br />'r NSMIATDNS M WOOD ARE LIMITED TO , 15 µAI. MAX ALSO. DESIGN PRESSURE RATING
<br />,t ( , 910 k t t POPE MAX. ASB OESINN LGAQS k MAX. PA7LL UETNOIHIS FOR
<br />sPAUR is USED
<br />. i' S '' `� FT IDA BURRING CODE Non High Villocifty HurAcone Zone
<br />*
<br />• 44167 "y
<br />•ime T67et%«c
<br />24 GAGE GALVANIZED STEEL STORY PANEL
<br />W„�'W,.
<br />«•�L PROTECTION PRODUCTS, LLC.
<br />°7 CARE
<br />y %
<br />TARE DF *
<br />1 L E C O 1 N c .
<br />1 ' , , ' .
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<br />RID v l% -AP-
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<br />PLANE. o♦gwa_TBN.. O. w.m
<br />GENERAL NOTE',
<br />Nun Pno AWeuu ,R f00'E7Y a r HIIMR9 QewE
<br />CC) (D_L1 29a t aD AR .'A!W 1G..:Gk?WZ G_ D.ss LVU
<br />, STORY PArKl SHOWN ON T05 PROOK:T iVALWTON dOCUMENT (PLEAD:) 1W" BEEN v[RIi1E0 FOR COMPLIANCE N ACCORDANCE
<br />DOCUMENT
<br />- 1/4'0 TAFCoN ANCHORS, AS MAe#xiuRED BY I.1M BuLLQA, INC
<br />WITH THE 2020 (7N Eon") Or THE FLORIDA ft%DMG COL`€ THIS STORY PANEL SHALL NOT BE INSTALLED AT HIGH
<br />- 114-10 PAOEIMATE FEMALE D AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCES,
<br />VELOCITY HUFMXANE ZONES IML411-DARE / SROWARD COUNTIES).
<br />- 1/4'0 1+,0 SCREWS PER N.O.S
<br />N L 1 OF M A BASIC INN IC DESIGN WIND G106 SIMLLL B DETERMINED AS PER SECTION 6CA E ABOVE MENTIONED CODE. FOR
<br />- 7/IB'0 . 5/6' WOOD BUSIIIIG. AS DISTRIBUTED BY ALL POINT SCREW. BOLT k SPECIALTY CO
<br />SPEND AS REWIRED BY THE JURISDICTION WHERE STORY PANEL. WILL BE INS7AlL.ED. NO FOR A DNECTIDN4ITY (ACTOR
<br />IO.o Bs, USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (ASO) DESIGN PRESSURE 101IO5 INDICATED ON SHEETS
<br />C 1) MR*" TH TRADED PENETRATION 04TO WOOD OF TAPCON ANCHORS SHALL BE 1 1l2' AND 2' FOR ELCO PANELMIATE PLUS
<br />3, 9 THRU 12 a 17. le
<br />AND PANEL/ALE FEMALE 10
<br />IN ORDER To VEIRRY THE ARNE COMMON, ULTIMATE DESIGN WIND LOADS, DETERMINED PER ASCE 7-16 SHALL BE FIRS
<br />REDUCED TO ASO. DESIGN PRESSURE RATING BY MULTIPLYING THEN BY 06 IN ORDER TO COMPARE THESE W/ MAX (ASO)ION .
<br />C2) MINIMUM THREADED PENETRATION OF LAC SCREW, IOD INTO THE WOFRAME UNIT SHALL BE 1 1/2' NO rHONFADED
<br />DESIGN PRESSURE RA7W4G5 9DIGTED ON SHEETS 3. 9 TNRU 12 A, 17. 18
<br />PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED TRREAOED PENETRATION
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED. A 33% NCRIASE IN ALLOWABLE
<br />STRESS FOR WIND LOADS WAS Jilin USED IN THEIR ANALYSIS. FASTENERS SPACING TO i9o- HAS BEEN DETMI NED IN
<br />C 3) MINIMUM EWE DISTANCE OF RAG SCRM. INTO WOOD SHALL BE AS INDICATED N MIS ORAWPr.
<br />ACCORDANCE WRH N.D.S. 2018.
<br />PANEL'S r 1
<br />SmIM El 5 ALOE OR IMPACT AND WOO RESISTANCE HAS BEEN YE7DT ED N AlX%NtaMNCE IATiH SECTION 1609, 1.2 Of
<br />.4 YXAAIM PENETRATION • I 4' a- 1 1 '
<br />C PEMTRA O WOOD BUSHING SHALL tE 5 6 20 SCREWS USED SHAD! BE 2 TOO MINIMUM
<br />) / / /
<br />THE ABOVE MENTONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS /OB14.01-01 AND P021902-39. AS
<br />SHOULD STUCCO EXIST, AMC 1' MINIMUM FOR WALLS MTH NO STUCCO.
<br />PER r -
<br />23.OJ-T AS PER SS7D 2 90 a AM E 330-92 STANOARD5, AAE TESTING TAB SOUTH FLORIDAR / D
<br />CAL IONSREPORT
<br />AND TAS-103 PROTOCOLS, A,w1 AS PER CALCULATIONS PERFORMED IN ACCORDANCE w/ SECTION 1604 OF *1,E
<br />C.5) W CASE'. THAT WEGS( STORE. OR PRECAST REACONCRETE PANELS, STUCCO OR WOOD BOARDS FOUND ON nE EDSTINC
<br />ORLDA1
<br />fl.pRtl)A BUILDNG CODE
<br />SHALL. PE LONG ENOUGH TO RC THE MAIN STRUCTURE BE/NNO SUCH PAHEL,S.
<br />WAIL RAGE
<br />ANCHORAGE SHALL � AS MEHflONEO IN C 1), C2) a C.1)
<br />SHALL 2)
<br />2. ALL ALUMINUM EXTRUSIONS 10 BE 6063-16 ALLOY AMC' TEMPER (UNLESS OTHERWISE MOOED) SEE SHEET 2
<br />to) ANCHORS SHALL BE INSTALLED FOLLOWING ALL O THE RECOMMlNWRONS AND SPECIFICATIONS O THE ANCHORS MANUFACTURER.
<br />1. AL ALUMINUM SHEET META. USED AT CLOSURES SHALL HAVE 3105-HIM ALLOY
<br />a PANELS MAY ALSO BE INSTALLED NORZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 5 (SHEETS 4
<br />4 ALL STEEL SHEET METAL PANELS SHALL HAVE SMUCTURAL WALRY STEEL. ASTM A-653 GRADE 80 MAXIUM, G-60 GALVANIZED
<br />THROUGH 5) EXCEPT THAT MEAOERS('.D a13 SHALL HOT BE USED.
<br />ME DESIGNATION W/rY- 922 MN (AFTER ROLLED).
<br />9. IT SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS O THE STRUCTURE WHERE SHUTER IS TO BE
<br />5 ALL SCREWS TO RE STAINLESS SIM 304 OR 316 A51 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER VN
<br />ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME
<br />BLI6DINGS.
<br />Scott; W/ 50 Kai YIELD STRENGTH AND 90 No TENSILE STRENGTH AND SHALL COMPLY W/ F-ORIDA BUILDING CODE SECT"
<br />2411 33,A.
<br />10 EACH REGULAR STORM PANEL WRI, LENGTHS OVER 90". AS PER SECTIONS 1, 2, 4. 5. 6 AND ALTERNATIVES IW, 3W # 4YH ON
<br />6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AS $04 SERIES SAXO.ESS STEEL WITH 36 bi 4v1AUV TREIO SFRENCM
<br />7 ANCHORS 10 WALL SHALL BE AS FOLLOWS:
<br />SHEETS 4. S. 6 # 7 RESPECTIVELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKNG NSTRUCRNC OWNER OR TENANT TO
<br />SECURE PANELS WITH APPLICABLE RONFORCEIENT DUFiW PERIODS OF HURRICANE WARNING
<br />I I. THE INSTALLATION CONTRACTOR IS TO SEAL/GMAK ALL SHUTTER COMPONENT EWES WHICH REMAIN W CONTINUOUS CONTACT w r11�
<br />THE BUILDING TO PREVENT WNW/RAIN INTRUSION
<br />(A) 7Q L8�PliG_P4MffiR-.C4EO.t=
<br />- 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY I.T,W. BVILDEX, INC ON- C-1192 P.3..)
<br />12 STORM PANEL NSTALIATON SILL COMPLY WITH SPECS N4`ICAIED N INS DRAWING PLUS ANY eu#-DW' AO ION14G RECUILAIIONS
<br />-ED
<br />, 4' • . 7 -IN t
<br />! / e EANx ANCHORS AS MANUFACTURED BY cFYIAI INCINc
<br />PR T T
<br />JURISDICTION PERMIT S APPLIED
<br />BY THE J WHERE ED 0
<br />1/4'0 . 3/4' SOLD-SF7 ANCHORS, AS Dl51rU8l/TFD BY ALI R•DIM SCREW. BOLT ! SPECIALTY ' CO
<br />r
<br />fMI c J000 p.s.l.)
<br />13 (a) THIS PROdm EVALUATION DOCUMENT (PLED.) PREPARED BY THIS ENGINEER IS GENEMC ANC DOES NOT PROVIDE NFORMAT
<br />- 1a-T P T r P TPRODUCTS. 0 ANEIW E FEMME ID ! ANELµttE PLUS ANCHORS. AS YANUrACfIJRW 8Y ELCO CONSTRUCTION
<br />1/4.0
<br />FOR A SITE SPECIFIC PRODUCT, MAIL WHERE 11E SITE CONDITIONS DEVIATE FROM ME PEO
<br />- ZAMAC FLOWN ANCHORS, AS MANUFACTURED BY DEWALT. INC.
<br />(0) CONTRACTOR TO BE /E5PON IBIS FOR THE SELECTION. PURCHASE AND INSTALLATION NCLUORIG LIFE SAFETY Of THIS P
<br />A 1) MINIMUM EMBEDMENT O TAP'OON ANCHORS INTO POURED CONCRETE SHALL RE 1 3/4-, 2' FOR ELCO PANELMATE AND
<br />BAUD ON THIS P.EG PROADED W/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY
<br />H a/4' FOR LAW NA1W ANCHORS,
<br />1
<br />W THIS PRODUCT EVAUATON DOCUMENT WILL BE CONSIDERED 1AAUD If MWFIED
<br />A2) CALK-N k SOLD -SET ANCHORS SHALL. TE EMSE.DDED 7/8• INTO THE POURED CONCRETE. NO EMBEDMENT IRO
<br />STUCCO SWILL BE PERMITTED. I/e 4-20 SCREWS USED SHALL BE 1 1/2- LONG MMMUM SHOULD STUCCO EXIST,
<br />(I1) SITE SPECIFIC PROJECTS SHAM BE PREPARED BY A FLORIDA REGWEREU ENGINEER OR ARCHITECT WHICH WML BECOME T4E�
<br />AND t` MINIMUM FOR WALLS AN" NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS 0/0 HEAD.
<br />ENGINEER OF RECORD (EO-N/`� F�O�AL� PRGI£CT AND NHO MILL BE RESPONSIBLE FOR 77VE
<br />BUT WITH WIfC NUR
<br />�T�_HE
<br />PROPER USE OF THE PE.D. FH�IA{hN OF RECORD. ACTOO AS A DELEGATED ENGINEER TO THE
<br />PXO ENGINEER, SW" SUBMIT TO TAS LATTER THE SITE SPECOV DRAWINGS FOR REVIEW.
<br />A3) IN CASE THAT !RECAST STONE. PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR, ANCHORS SIWL, BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS
<br />(i) MIS PEA. SHAH. BEAR THE DATE AND ORIGINAL SEAL AND SONATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHALL BE AS MENNTOED N A 1) AND IN A2).
<br />ENGINEER O RECORD THAT PREPARED T
<br />(a) T2E6151;N0. cortfl1TLaIDC,I WALL AS•N C-9D
<br />14 SHUTTER YANUFAGTUMP'S ROBE}, SHALL BE LOCATED ON A READILY WROU LOCATION AT STORM
<br />- 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I T W BUIDEX. INC.
<br />PANEL SHARER IN ACCORDANCE WITH SECTION 1709.9.2 O FLORIDA BUILDING CODE. ONE LABEL
<br />fE PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 1709.9.3 Or THE
<br />- 1 4• • 7 e' CALK -IN ANCHORS, ,k YAaEACRNEp BY DERAIL INCSHALL
<br />/ ' /
<br />FLORIDA BUILDING CODE.
<br />- 1/4'0 X 3/4' SODU-SET ANCHORS, AS OUSTRBTEO UBY ALL POINT SCREW, BOLT k SPECIALTY CO
<br />- /I4-10 PAtEUMAt£ FEMME D AND PANELYATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTAUCiK7N PR,VI..OYIINUI
<br />._1S•^E'a�.A:.T%.c/r
<br />- 1/4- 0 bAMAC NAAUN ANCHORS, AS MANUFACtURED BY DEWALT. NC
<br />01) MINIMUM EMBEDMENT O TAPCON ANCHORS. ELCO PArELMATES AND 7AANC TOWN ANCHOR. INTO /HEa�'�tCEN,T
<br />':�9 FLORIDA BUILDING CODE Non High VelocityNUT cons 20n
<br />BLOCK UNIT SHALL BE I 1/4•
<br />ALA
<br />8.2) CALK -N a SOLID -SET ANCHORS SHALL. BE E390M 7/8' INTO THE CONCRETE BLOCK I,- NO 'Bf1044
<br />T •� ~ 24 GAGE GALVANIZED STEEL STORM PANEL aaw'n,
<br />STUCCO SHALL BE PERRATi£D. 1/4. 0-20 SCREWS USED SHALL BE 1 ,/2' LONG WON. S"DULD X,.,,.'
<br />AND f' YNAMUN TOR WALLS MTH NO STUCCO
<br />''. STATE
<br />�'-•
<br />- :T NR7/�
<br />PROTECTION PRODUCTS, UC.
<br />8,3) N CASE THAT PRECAST SHONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD 80ARp5 &`. '20RI
<br />FlD b �`"•.....
<br />EXISTING WILL ANCHORS SFALi, BE LONG ENOUGH TO REACH MF MATH STRUCTURE �IHlNO SUCH P
<br />IL ECOINe WN:
<br />r TWIT 1CSTO.I a C •FRO S, 3t SNFAr
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<br />'I. - li,n..H.,A' w"•r.�tl m-wl nNKc "eIpm-reme, .. ")4"E e»D
<br />ANCHORAGE SHALL BE AS MENTIONED IN 8,1) AND IN &2). F)IY /DIAL
<br />N .w.w.- - Mar -
<br />r PIMWIG w.
<br />NAHHbu..m
<br />ANTI PE YAU9GMTUwfYR CA-IOPl7 r
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<br />INSTALLATION INSTALLATION
<br />INTO POURED
<br />DETAILS FOR REGULAR PANEL
<br />CONCRETE OR CONCRETE BLOC
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<br />SK TRUCTURES
<br />{�(1S7`AREA POURED CONCRETE
<br />DO POURED CONCRETE
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<br />SHEETS 9 THROUGH 10)
<br />(SEE SCHEDULE ON
<br />SHEETS 9 TNROt1GNLy 0)
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<br />NOTE FOR COMBINATION OF SECTIONS:
<br />E D. •EDGE SCHEDULE
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<br />= 0. 44167 " s
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<br />INSTALLATION DETAILS FOR REG�tLM PANEL 1
<br />v POURED CONCRETE QR CONCRETE BLOCK STRUCTURES INTO W 10D STRUCTURES INSTALLATION DETAILS FOR REGULAR PANEL I INTO WOOD
<br />-- .- . -. _. .. - -1 - - 1t'_ ..__..__ Win ___..-___ 1
<br />SEPARATION
<br />ANCHORS ALTERNATE CONCRETE I , - - `trSEE SCNEDILE ON I ,I _ (� t!a'•-m.I. ... 1 SFE 9CHEDIAE I - 'T- 1E LEG
<br />CONCRETE ANCHORS SEE SCHEDULE ON ' , SHEET 11) _. Q CeA„(W% ,eAo edA i (ON SNEE! }7 - 7 - eDLFE..0 a•A8• (Mb,.) E%)STMRG _ _ _. __
<br />.AW ' " I
<br />-_ SHEETS 9 TROUGH 10) EX1571NG POURED CONCRETE I - - - • • a ,/r OC. _. _ _ _ !L _ l OMPF fQ a4 YFAM REOIIRED.SERT
<br />(SEE SCHEDULE ON E7 BLS CONCRETE- OR CONCRETE BLOCK I i.- -.-__ __ -_ _ _ - Ti')
<br />SHEETS 9 THROUGH to) REQUIRED. /. .. I � tB4r.H M - Cn �J
<br />--E.D. - .' LOCATION - := - - I 1 E%IF'1i�T-1 l-. -.I PANEL
<br />LENGTH REGISTERED ENGNEER aR t
<br />IEWCED. yTERNATE LEG !. %. (� - __ . _ - -.I f j■�/{�'/- 1• lu, ill" TO OE CERTIFIED � 1 N�
<br />EXISTNG POURED �� / ( QN J �I I� `Lf WOOD ANCHORS .�... 1 GtA55 t /Cy 1 !._. _.__-_ (�E iCREOULE ARCHITECT PRIOR TO SR7IIER t � _ 'CAS'
<br />COAL7RE1[ REOLAEd SHEETS 9 TI1gOirAH 1' i ' V (SFE SCHEAALE ON t 1 A- _._._ - ii-" r- ON SHEET 1 FOR NSTALLATION.
<br />.l- - % __,• ,•, ,. - 1/4' SHEET 11 HN��QI 1 `/`-- ' WOOD ANCHORS ALTERNATE WOOD ANCHORS _ .-. 1' MIT. - 1•.r Hpt wAaol YEA
<br />%%I _yr /,){,•jT.' r•J/fps. �� f - _ ON ON _ _
<br />. r:-r.!/,, ,r�. /': i /ifJ ! _ w'. Lo_ : --a iuM twrw-B90wr w ) r L1 _ ) S/IEET ) - w - a w/ lur
<br />MAX -µOE SO% - --(SEE SCHEDULE (SEE S@1EOMIE __����
<br />I'll
<br />,. 1 4' .ice 1/2' ,/4' J/z' ..-TQI SPACER I OF Y• SHEER IJ 11{G Iw,«f10Et TSH aDEW
<br />-_ // i. I/.'�.r ss. Ma w/ - • .I . 1 ._) -- L.-J 1 )1 J/2' s ,/s' .a
<br />MAX. l MIL : ''', ' I 1 .. - LENGTI' H 1 "- MAX' � f,0 E(l 'L�! 7/4. a
<br />ACER
<br />CD -C-
<br />_ _ W .. - -T
<br />_i CONCRETE AKIOK ..;? •.3 +!z•0.4 LIMA -i-_ _..i 2• E -. .. L WOOD HEADER 2 EOI '. ;( - 1 ( - ^'
<br />W
<br />t ( (SEE SCWDIJE ON -----. --. _ :: 1 REQUIRED :,� ),,. , -" - ----- t -- MAx. wooD HEADER .. -r1/2- _-_-_--- _.
<br />EQ- fA
<br />rff
<br />SHEETS 9 MROIGH 10) ' ,� I EQ '' r` Km. r,;, 1ell E I H I ANTI-67.r -, :f . , 1, s1 f I I - -' -'` - - ---- i 1 -- f - _ - -N REOLR(ED _ 1 _ , r.-a,• J
<br />1 - i �// , E's O, wn aun - f I t , �� EO t E705(IRG (� - I _ .. _T_ KMa e6us
<br />1 1 U. /' 'e • e try' a.c ,¢ I _ _ ) GLASS -C '�-' i t w • a ,,1. oc
<br />1 1 j% '".3 ti %• , PANEL LENGTH "'---� 1 I _ i• MAX. LONG ALUMINUM SPACERS C/ 72 J/2• 1i I WOW ACHDRS 2• 1, 1 {
<br />�'-'+w�5-8 J ED i:'. . I ✓, r:..�i ..:i`�, i (SEE SCHEDULE f j LI I I -®O.C. SE[ TABIZ 1 QN SHEET 71 1 1 (SEE SCHEDULE ON : Nh. 1
<br />=3 CIO
<br />1 1 ,f 1 to GLASS. ON 3 I N GI/SS. 1 C I PANEL LENGTH T- .I SEE N(ROTE - BELOW FO! LIMITATIONS FOR 1 INN. 1 ;. SNEEf /1 ':
<br />1 1 i f 1 1 FOR SDA`d:R 1 1 i I ! 1
<br />SWEETS
<br />_ r _ �j� 1
<br />1 T 11. ♦OLD w - r J. 1 ! ( SEWJ++ITYON I 1 # I •L' I" t '� / ESEPM %. i f. `l7._ 1 _.C/
<br />I. _ IFa r�'r I .p 'a' SPACER ®® S ON SCHEDU I ON SNEER )3 E y, -. 1 OH SHEET L 7 7 2 LONG SLEFVES. I SCCHEWLE I ,nYm,-
<br />LL.. , c -f1i '� SCNE7%AF f-
<br />ET
<br />= OIa, r.e•) 'L' Mo. -- n (SEE SCHEDULE ON S - .. I . � a . 'L• MmI. ' (� �� � I . � 9 k 10 FfL, R I (SEE SCNEYJ'F ; tn'P-a0r, <SEE SCN T 3) 1 R . : _ � .. i (SEE BCNEWLE � - i : PLUS SEE SO4MLUDONN S EIT 11) ± ON � Ef 3) - ..I ._ �,. � r 1+,�EE• SCS W�DLR.E� 9HE�Et 57) I I/.-.- 7ltr L•
<br />T _ .:.. Aw FOI ravel �T 1 ; MATE FDANX OR PAIka � i
<br />MAX
<br />N,H ?- - - IDIcnH D.w T•a•) 1 T A a � 1 1Mn, I f - IA,wXH aa, 7dN 1' MAX 1- - .._- .... _ _. �. ( _- Ta a +� (SEE SCHEDULE O
<br />I 1 PANEL UNDTH 1 -. :, AT f t r_'T - f, T3 OLD w
<br />_ t__. (SEE SCNEWLE T -- // _i 18wN OAW T-iT PANEL If3R0'TN R 'I
<br />d 1 I I IDAm+DW7, T-ry E7QSTNG _ 1 ' -Air. - _ i I ON SHEET 3) I (SEE SCHEDULE 1 H _ __ - _ PANEL LENGTH -
<br />1 1 •., I 61C FOR aMe I 5}PMATDN 1 ' � _ 4 - 1 (IL Fa nP6 PAIiEt. LE74CT7
<br />1 SEDARAtXXt 1 O+ 1 ON SHEET 3) 7STIg''•E _ { _- TO GlAAS. ! 2'.a' WDOD - - .
<br />B E CATION 1 DI, ,yS - 1 tX/LSS 1 I GLASS ' I - _ -- H GLASS - -3 (SEE SCREIXAE- i _ PATE 7ffWRIED 1 t ' (SEE SCHEDULE EZISi7N�.ij j IeoN as r-F'1 ON SHEET s)
<br />1 iNf l_ -..._ A - - - -- -- -�- \ r aN SNEEt 3) DIRECT MOUNT W/ SPACER �111 (- 0 r I „ 1
<br />^9 Sb% _.. 4 I I R 1 �_--- .L-.,._: ON SHEET 3) '�' I I DL
<br />1(SEE �/Ed1lE --__,/ - ._. .., _ i --4 ) __._ 1 I 1
<br />ON SHEET 3> OFF -L j r .. I (( {t) OF ti. I 1 O 1 f -T,_,_ 1 __ 7k (��'A ALTERNATIVE 2W' I 1 _-_- - Hy: __ U)
<br />- ' -
<br />1 I YIP,,. i f r. 3 1 1 W'X_ [ ,�> i 1 ; 1 t� I-�r� 1 `},� SCALE 3/8.1' I 1 %0 . we C .. r11
<br />4 _4 -- - 1 s 1 1 50% 1 JJ1I 1 - SEE TABLE //1 ON SHEET 11 role MAX,PANEL LENGTHS k 1 1 `:/ OF V r-� � } I 1 MAX.
<br />t I E D eLNGTN 1 O .L, I 5% MAX. AID DESIGN LOADS FOR THIS INSTALLATION. 1 -- am I
<br />i EA 1 -SPACER . I ; I SO% I 1 ♦ 12 1/2- O.C. 1 I n 1
<br />_. __ ,�,
<br />e 12 T/2 ac n , MAX t MAX- tro i ( 1 �J I ,/2' o.c. H -J
<br />1 I _ __ + l I , y-m.r - I I- 1 i 0 E . • - 1 I t 1 EQ 4 v J�2.
<br />a)
<br />I , f NA6 IOUs ' C --- - 3 {' a 12 1/2- O.L •r-(-L-
<br />1 --- I 1 I NO FOI 1 1 , WW-iP.r
<br />CONCRETE ANCHORS Jr w • a In' oe CD,ORE![ AlCHIORS - 1 ( I A 1 -- ALLOWCO T I EO
<br />EXISTING POURED �� ;,�.. (SEE SCHEDULE ON , (SEE SCHEDULE ON 7� �� 1 ..- - _.
<br />C �,�•' � `. EDGE O wAlt OR SUB SHEETS 9 THROUGH 107 ? ri c.r SHEETS 0 THROUGH to) - -o2 1/8• LONG WJL. MJMNUM f .-.-fto=.__ YrIR Y LM' K--...-_ .._-_ _ __-___.. gilt
<br />,�+f W •
<br />;5�. (ALT. CONDITION) ''� $ sPACERs e 6 1 1' O.C. VALID FOR EO I,: _-, I . _. I ADGEED/w STUD I O __
<br />_ * * HIM.
<br />3/• �!; 6fHHG POUFEC CONCRETE - ALL OLSDIN LOADS AND PANEL 1 .a (SEE SCHEDULE ON , +r[• lOMc r: _ •%B' WOOD
<br />-r sN¢T 717 jj 2',REa4I� PLATE �1D00 L
<br />r r ODNNCRETE BLOCK EXISTING POCaBA CONCAEIE __, IDIGTHS PEA SHEER 3. ! b) BNNilA1f011 B IIIRC W A OaC flgY MSLDI11p8 w1I11 D'-9' - I _ �-` biGK R£OUIRED+
<br />CONCRETE ANCHORS__ REQUIRED. OR CONCRETE BLOCX 2•.4• WOOD - ._ _ 4 *M=. : WI MR M7 MMW 04 M 4 IOA101gN FROM AR _Cu aa.
<br />(SEE SCIE THROW ON .`✓,141 REQUIRED : ,' MAX. LOCO ALU(SEE TAB SPACES • PATE RE AIRED - - W000 ANCHORS I 0ALM UDW,T OIAbiRY 00"1m ON new 11). SEE SCEDULE QN _. __ ., a/a' SHEET
<br />11)
<br />(Sm 9 MROLOR f0) ED,--- t2 1 2' OC. SEE TABi t ON � I. A. .. ,. ( .._U W
<br />;. - ' ANCHORS
<br />$HEE
<br />WOOD ANCHORS `_
<br />/ ( % - STAGGERED W STUD MIN, SEFWVMM m Mum re1101p 2'.4' WOOD " .
<br />SHHEETS 9 a f0.) / tN !r♦it 3 War t HIl>l4LyD ro ,/4' A; . ' I PLATE REaI)IRED !{ (2) A,oeIB MONO FIRM OMIPO EM M "ft WIRE rBOIME c pe � SHEET IT) _ -. __,.
<br />I... (SCE SCHEDULE ON IOM1 As TRIG FOLLN)ENa EaNartIDMa AE i -. ___ _. € P4Ae. wMll FWD 9,+A1 K YVARD woo" AT a try' aC. _ I_.;,
<br />sHEE7 I1) oowt80 WON I i at fuib WyR80164 4Rw, ,2 qr oc SPACNO ALLOIIm ON ) 2• SIN, _._ - -
<br />CEILING AND W MOUNTING - WALL MOUNTING /DIES MOUNT W/SPACERS (M OR I>J1i1 tt) Ilamw Aso , -0 .m.l. E (e WL a YDE NAB LVNm o LWWO m w• a AN OPDNC
<br />-- {{ MDw W .ea -es µµA. I
<br />SCUT 3/Mt• SCALE 3/e",• i Mae W A IEMIIL9wi FROM Valet FARO. LONDON AALARED ON
<br />SCALE ]/e.,.Cn
<br />O) wp1,YAAM BMW P+n4 WON B SnEpR6. Low ,} ■ -
<br />ALTERNATIVE
<br />WWALL MOUNflNG (3) SIM PANEL SOfMARM E ONLY Cu
<br />I (•) elii �0eU1LA�tta1 at01"011n/�n s�iW roui Al MI/°°La1L7Tm a I BUALT'ERNATVE 44w� L
<br />AL TERNAjIVE i w I Nro AI ETmI W s00o FROM w, tL SCALE a/M! ` wAn FIR wa mrs 1.: 10 3 AN avoBEO rF ARM SCALE 3/e. J • L0,aH SCALE 3/e-1'
<br />NMMANIN1tHN�N SCALE 3/6-1- 1 (A} 6TO LA W AUD a,LY MR wm C ow AW! M iwa (TM fOnOp a 1,E ROI,OA AM
<br />Hpile
<br />ole.
<br />mo1.3a3HuABME I ER A.T//i,
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<br />. .ALGA 1- /l
<br />a? VGEN ('%}Y FLORIDA BUILDING CODE Non High Velocity Nurrlcono Zone) ems: �►: ' JGEa '�� s FLORIDA BUILDING CODE Non High VNocf Hu cone Zone)NOTE FOR COMBINATION OF SECTION ; s �• 44167 Tn FLORIDA BUILDING CODE Non h VelocityNut cone Zone)2
<br />''....
<br />1, INSIALIATION ARE ONLY VALID FOR IUU!- AS.D a
<br />wmm N.ROR, .c TO. I. INSTALLATION ARE ONLY VALID FOR VAX. AS,0. a m TA10:0. NC Fi, _ ' * amO ft?= m F.P.
<br />. dd167 's 21 CAGE GALVANZED STEEL slaw PANEL aAN WP, WOLF FOR TTON OF 5¢CTIONS: DESIGN PRESSURE RAHF%`. (p.s.T) AND PANEL LENGTHS = No, 44167 r 24 DACE GALVANIZED STEEL STORM PANEL I W,H TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (P.w.f) AND PANEL LENGTHS •q $ATE OF 24 GAGE OALVANtZEO STEEL STORM PANEL MALTY n,
<br />i * * . * 3: * .. * . * `e �r COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 y 9'• Q
<br />ATE FOR fdIBNATIDN W' STC110 . _ = _ O3137/mm TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT MOPE ��3L cem/� INSTALLATION 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD SOL /(0 R4 C'-. r prnAD" Z
<br />E.D. EDP DISTANCE g•d,9: STATE _---... 11Ne-GLOBAL PROTECTION PRODUCTS. LLC. Ylc COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') s`y' STATE IINN:. L.Oai11. PROTECTION PRODUCTS, LLC. SAE, MEMBERS TO BE SOUTHERN PINE No 2, Wf SPECIFIC,--' ILIECO INe- CWBAI• PROTECTION PR0011CTS. LLC. am
<br />(SEE SCHEDULE ON TOP g BOTTOM MOUNTMCS CAN BE p'• f p Mew 6r r II,WQ1 INSTAtLATK)N. O F - l �M_�,
<br />Ti F . LOR1D Nm €.. s, srX¢r / Lew s,r. 3i tt1eET Z
<br />SHEETS 9 k 10) COMBINED RN ANY WAY TO SUIT ANY ALP • ?U,•RO w r w_ r r aw w«01A n a+« �• M• wt4 20-1 i5 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 'A' LURID . �„ .RH a .,Mean « MIAE FL 3t11A DENSITY OF 0.55 OR EQUAL. ALA DOME E a r_ 'AA7,muI„1aN u r wa ...., wMspa w a,. Ycc. st 3uu 20-175
<br />7V N.I.: plq �-1.« - I.: UrR M/-NIL N1«G (W7aw-'7MN6 FAIL (9M)Na-07a7 w::. Urw m-+AN . r.. W FF,-lAI P:aW: IYNMes-T6Ne: nM LRYXIO.6Ra7 20-1 75 / A... Peter
<br />,.. (� t ,-.,m RMOYc LIYNw-DNA FAC tbN)w-stn
<br />INSTALLATION. %Q A - t w,..r- oRARBc A.; MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC S.� •.....LIE ' Owa•ro. w ' .•.+:.Mar.-. - D8wao R,.,
<br />IFIIMeI 74MF/OAR �- G-000AN - ` G-aBNN G-ITUR
<br />DENSRY OF O.SS fM fOUAC. IaM r,.rwr - w. ,sYHr DAMON Y. .ar.N - Mar warWr -
<br />e,I,ER ATilt Y.. P.0 „° • TMIET I R f1 M ,IIElO•R WV -TER A MLR a. P6 {+ AM R+' - W Cr t1 F[. S2AVw«M1AE/O•JE s4L1FA A IILLJr Jr., PF ,« MQI T pit J
<br />1IF I a
<br />SHEET NO.
<br />SH 1.3
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