|
1.
<br />:1*t- , . 1f 1.
<br />ja-�AF;1,1.1�4 - 1:�l::,Wlt.).;,Ej�l:l*w4ow.%f,i�IJ4
<br />. Y. . .4
<br />p(IMMM" A.S.D.
<br />IM7RID
<br />MIN P
<br />SEE=
<br />ETN9RAL W
<br />TO O1A94
<br />pAI(�
<br />COIUngN
<br />SECTNNS'0
<br />N60. -753
<br />Pill OR LOSS
<br />2 9/ir
<br />90010 •
<br />1'. 2'. 3'. 11W,
<br />2Y/ A 310
<br />.68.0. -76.3
<br />70. OR LESS
<br />2 7/8'
<br />_
<br />BOLTm •
<br />A.A -
<br />=W/ 1 _+_ 4- S.S. M.S, a WIwOMR AT OVERLAP a soxof Pon LENGTH
<br />LIFI15URED Or PANEL.
<br />..1 I u ♦; . 1;.,r ,, A- . . I
<br />P h. 3•I =Tti ,.
<br />.1, .F ,IN :;TIV •h•, :III• 11;. H e.
<br />Li6.nl. •Ir 4.
<br /> - M. I
<br />AID.
<br />tea' MCI" NMOM MR E. D. - 3 i/x• .
<br />AP PUGJ u TO
<br />AR C
<br />DF 7HC•
<br />YANMIM PANEL
<br />LQN91N v (IA)
<br />F WMURE
<br />RATal. DIO
<br />TA•COIa
<br />QA UI-N
<br />owaimn r91Mu D
<br />PAIIli4MTC PUA
<br />TO comenmTO
<br />CONCFWM
<br />v Comcom
<br />TO Cc-CamIra
<br />GONG -WTI
<br />TD comcm E
<br />,2'
<br />N/A
<br />12'
<br />N/A
<br />1 12•
<br />N/A
<br />12'
<br />N/A
<br />V a V (TOP)
<br />if"
<br />3'♦
<br />10•
<br />3'
<br />S'
<br />4-
<br />8•
<br />4'
<br />I' MOTTOM)I saws 4
<br />80.0, -76.3
<br />12'
<br />3'
<br />12•
<br />S'
<br />1•
<br />9•
<br />B"
<br />r
<br />t NDIToN)
<br />70" ON LESS
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />-
<br />N/A
<br />---
<br />N/A
<br />12 1/2'
<br />II•
<br />-- ,
<br />2' (BOTTOM)
<br />_
<br />i
<br />I N/A
<br />I 6 1/2-
<br />N/A
<br />4 112'
<br />N/A
<br />4 1/2-
<br />N/A
<br />3' (TOP)
<br />12'
<br />N/A
<br />12.
<br />N/A
<br />9 1/2• I
<br />N/A
<br />9 I/2-
<br />N/A
<br />3' (wirrom)
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />12-
<br />N/A
<br />4' (TOP)
<br />12•
<br />r
<br />Or
<br />9 1/2'
<br />1 12•
<br />1 IT-
<br />12•
<br />I,-
<br />A. (BOTTOM)
<br />♦ 0 W.I UNT£D W 64 P AS 0 0!]1GN PRt3901E RATI.0
<br />AMC SITU 26 FOR AICKM T11E As SPACING POUR odfAUAMW MR) wOOD
<br />ERA[ WLOM
<br />MINIMUM A"M 6MOM03 NO MMLAY EDGE DISTANCE AN MWGATM ON TOO
<br />909OULL FOR Ea LEA INW RAWAOD ON 6 CAU MICE ANCHM MACRO
<br />BY MAIWLWIM WMCr4 *Oft ON BOMMME IN M FOUDMw FACTORS FOR
<br />ITO OnWM TO K Nil NKL P INUCS0 MC00 MATH USM FACTION Swu
<br />NOT K I= THIN. NOUN 9/ACM MDGiCD FOR EACH NNDOR TYPE Ai
<br />wool= IOMM
<br />AllOgll TIIg
<br />_ �/'•w
<br />..UPOW/
<br />1/4'P
<br />1/4%
<br />_1/A-.
<br />=
<br />I 111w*"-
<br />ON. MOO W.Mr 0.)
<br />3
<br />$
<br />3
<br />3 'A
<br />IR44.IIFA11. O.YIWM 6YL)
<br />3
<br />3
<br />3
<br />3
<br />'�M"') M.WIS. a.Y SIR)
<br />3
<br />3 I/]
<br />i 1n
<br />MK CA1pw
<br />�pl
<br />'Ir
<br />36
<br />_
<br />_
<br />_
<br />- 3 'Ir
<br />-
<br />N
<br />r
<br />.M
<br />i.a"
<br />-.d
<br />---- --- _ -
<br />-3 ,
<br />,m
<br />-,a0'
<br />1
<br />-1--a
<br />+ PIEOARLS sea., DISTANCE fETKM BOTTOM OF PANEL I _�
<br />Alp ® 1/Y
<br />TO RE. 1/r I/2
<br />1
<br />1
<br />++ KM M1ES M.4 OWANU ATwfI11 BOTTOM Of PATER I
<br />AND (D TO W_3/if 3/1f•
<br />-1 1Aa
<br />COMPONENTS FOR REGULAR LIFE SAFETY
<br />& E-Z HANG STORM
<br />(SCALE 1/2-17
<br />PANEL SYSTEMS
<br />_ _. -
<br />-- _ _ - 15.125 CIOTAL MO)
<br />-,
<br />_ , _
<br />f
<br />_ .. ...
<br />_.. _. ___.. tE500' (F1rFCC7AE MOTH)
<br />a e - ___
<br />.. t' -.T6s' I
<br />I - T.xsD'r
<br />- /
<br />^ . STUD
<br />• -10 0 [6T
<br />T.
<br />.SOD s _ 7 J60' _.
<br />( i - !
<br />� I
<br />P .
<br />_.... _ / trip.)_ ,I
<br />I-. - 1 ' . _. .' P.... 7230•
<br />1.IJIID'
<br />1�10• .- j ` ...
<br />, 1 I
<br />17, �:.730 :
<br />ANGLE 11/4•
<br />.374.�.,-_t_
<br />raoy ,1f• .C5610- y (M' or 4 12 tKtoomb)
<br />_ I _. A.. _.t
<br />_ �•
<br />a5o I Awe 1
<br />0424*
<br />U
<br />1b 1 1373,
<br />�•'
<br />1.fi1•
<br />�t - ) ....NIL
<br />LOGE
<br />uMi STEEL
<br />ASYM AIM IMP.
<br />G'a'oO-6D
<br />L �' L .oN'
<br />ZIPS' f_.
<br />N, 1 A1lY
<br />___ --I
<br />-- ORAL A
<br />DIEM.
<br />_._ -_
<br />... (I Q ST�P�F,I„L i ,P_1.36D' -
<br />DETAIL A- (_ !
<br />- i0m•--- -._T
<br />'mom arr TAI oae" W/ I/2* to
<br />' O4 ANGLE WITH STUD
<br />O N' N ,DIET (3
<br />'
<br />j�
<br />/ r'.
<br />GALVANR£0 STEEL
<br />AM 0111 OW UP �/_, „-''
<br />AL
<br />, �
<br />I,W
<br />'
<br />,.\.
<br />:,�
<br />0•1
<br />133'. •.270• ,
<br />_. T__
<br />I.-- I. _ _- gyp-
<br />4- W673'
<br />ff
<br />.
<br />..8-
<br />1
<br />os 0.21o'F
<br />t , . ..3
<br />';r . 2.250'- -
<br />'.. - '
<br />ISOMETRIC VLEW_DETA� A
<br />_
<br />I _.. _ 3200'
<br />1 ._(.. -
<br />.13Y --� M -_)
<br />57`'
<br />PANEL
<br />I .770•I_._
<br />'
<br />:.
<br />- OR
<br />',, �..,r �.✓
<br />^
<br />1
<br />�ip.�
<br />-7 ROUNDED CORNIER * ENDS OF PANEL'S
<br />I - MR..9M•
<br />"`
<br />_. ,. -
<br />[ND LIP W/ HEMMED EDGE.
<br />--trf' _� (N.T.5)
<br />t. .625;
<br />37s'
<br />12C
<br />3.750• .ms'
<br />I
<br />I
<br />2.500' I -
<br />- .061- oer
<br />GIMP.) '®._ 1
<br />bO KEY HOLE WASHER
<br />3105-HI54 ALUM, ALLOY
<br />�- TIP. 90TTOOM
<br />I ... _- _mGE IX rwNa
<br />© KEY HOLE AT PANEL
<br />-.760'-
<br />-.
<br />L IZA'
<br />.-� .-- 7$D' -
<br />1 ' ,SEE STEIN 6 FOR AWRKMN
<br />.tl l' LUTAr4ft F SLEEVE UDOTN 6 I I•,
<br />.091• M
<br />I y
<br />,.260• ; .374' li � j��
<br />- - .125•
<br />L t1YP.
<br />t - OILY T•LD FOR INSTALLATIONS BAD
<br />A 7a1•-1Moo0 1TIMK7UIKE
<br />1. ___-..._
<br />93'
<br />I
<br />.... . { ...
<br />4 WNO'i
<br />-. ._ 64f -
<br />..-�.OSO'. I_
<br />- t-.1 it' ' I
<br />Iw
<br />(rTP J
<br />_f
<br />2.0m
<br />1
<br />!.770'
<br />.230'M.
<br />(2 REV. wH" HEADER
<br />©"1Y HEADER
<br />1
<br />t i
<br />(TMP )
<br />3
<br />- . _. - r ON TO s' w.. --- ----
<br />-
<br />® SL�EppEByEVre�AE��uy1 � MAX.
<br />- aJafoT----A-r.y
<br />ymz
<br />O
<br />© l I0,*,I*_
<br />0;01,
<br />1 i Y
<br />p�A1�� Sz�YAErC
<br />LdElf.9._O1r1mIL-
<br />374'
<br />,. __.. _.
<br />- - 3000• ._...--.-. MFIili
<br />.x z I J100,,�,
<br />( _ _ _ "��" j__.-)"' J 08t"
<br />.-
<br />p A Tf(4"'/IY
<br />�: •'' �r
<br />4I.: vCE#Olsj%�
<br />(USE ONLY
<br />SYSTEM)
<br />�1 1 /4Y WIDEN
<br />FOR E-2 PAVE SIOIWA PANEL
<br />NU-16 ALUM. ALLOY
<br />.,1,• .l66'
<br />1.671' L.- . N
<br />--, 4TO• 115• MN. ;r
<br />._ _.. _.. .
<br />2 . t T • P ? I flt6' sk- 2� No. 44167 ': FLORIDA BUILDING CODE Non 10 h VelocityHurrkane Zone
<br />TB ,y, -MN • +� MN • Q r - .Xw2e aT,m, W.
<br />'At
<br />-, .00a" 1.701' 121-
<br />t . _ 1 (1m.) I
<br />fit. s •. STATE
<br />24 GAGE GALVANIZED STEEL STORM PANEL OWA
<br />_..__ fg SECTIONS - _
<br />tr
<br />_
<br />NISI f
<br />= G
<br />1 L E C O Ifl�.
<br />F p
<br />.T/n/IR.o
<br />PROTECTION - PRooucTS. uc. MR,
<br />Mil. IN
<br />2Q4'
<br />d'-/ b !,
<br />I#., Y.. FIAA W.Y .AROL R Y,M
<br />n.. AMI m-,Yl
<br />13.4
<br />6r. AL wl4 20-175
<br />Al1Wl[ (M.)MD-]5M Im WN)WI- 7
<br />'5
<br />1©
<br />O4 GILD -GUT "F" TRACK ©A
<br />lYR
<br />7
<br />M,e
<br />TRACBUILK
<br />(ZAMMAACH3 ALT.OY)WIN[iNUT
<br />P , N
<br />wN l[RG M.M, F.0
<br />Y T
<br />INSTALLATION DETAILS FOR REGULAR PANEL In
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />ALI TE C�API�O"
<br />SOMM
<br />(SEEStmED CONCRETE
<br />SCHEDULE ON- _ POURED Wnc1ElE Si10EIS TNPpU�C1 Io)
<br />OR COG
<br />SHEETS ff TMIOOGN I01., REQUOIET. BLOCK ' REQUIRED.
<br />.,,, LOCATIONto g ,:
<br />-. __ .C.O. TETE
<br />0cL 'DKWCIE
<br />Of 0 i,. (SEE SCHEDULE OPIJ
<br />�,. /i SHEENS 9 TRACK, 1
<br />/ % -,•Ma-
<br />,�/ '•/ 1t.ry
<br />Vr a
<br />?'4 j J4Y i� I @ i
<br />%,./! , -.4 -- 10 -. . 0, m moral
<br />,. / , /.. ;, : , I/A• / - In NA07 1D1 f01b a Y ,/ Ill• JI/4'
<br />,/.• l V tt Yt w/ wr
<br />-- ._ YA74
<br />.ffEM4V�iNiiC �..
<br />..
<br />- 14Iu' .. CONCRETE ANCHORS • ,2 1n• O.G / ,
<br />..T_. _._ ._T- _ _. 3 i - j-
<br />(SCHEDULE .? I v I
<br />I _ .. .-
<br />.GNP
<br />SHEETS G°M 10)• I LQ
<br />E I I 1 ,_
<br />a- O o'c I I NIN
<br />I E.D :�L;, 111 _QJ 41D
<br />1 ff,� i'
<br />1� 1 / iT' ! Al,i l P+WEL WIDTH
<br />,f'
<br />��1ING� -
<br />C1A55-' T ��7� Cb / I .` I tm SCHEDULE
<br />E oN slRm 3®
<br />1 V f` I
<br />I Sf //,a" rY: I l:./ 1FP+V4 T1f]N rF 5DLX.E
<br />1 1 'Ls�92Le
<br />w/eMAW 1
<br />L, A n ARMING - '•%" r I TO GRASS' Ges SHEETS
<br />9 .F mamma ION TO GLASS 1 1/.Y-AT• (SEE SCHEDULE 1 f/4•.-xew• 9 a 10 i
<br />1 ... .. I LOAN oil r-•') 1' Yw. (SEE SCHEDULE ON 1 4 - IT ON DIALER 3) A pp''n SP'ACM
<br />Y- I•. PALL LEND N I SWEI 3) - IV -. �. - . m nWa 1• MEN. I - JA � - : �' � ow VINE TIER$
<br />t•.')
<br />,_. (WEE SCHEDULE E 1 ID•n. Sol r-9T PANEL LENCIst I ,; , tOW.l Mwt
<br />i
<br />! ..
<br />Mn. _ - T-- ON SHEET 3) 1 1 _ _ (SEE SCHEDULE EX 1 ` __ _ __
<br />: 6EPAR . 1 T I =*r+'10•.I I. ON SHEET 3) ��� i t
<br />-•S TO CUSS. r O I
<br />_
<br />I(SEE SCHEDULE I ( -- ,__.T.AV. -. - . is - 1._
<br />sox1 iv`L =. _-.T___
<br />1 ON SHEET 3) 1 /�' 1
<br />1• I `J OF 1' i „�"�
<br />I ✓r'� <D
<br />I /�"� I RAN, 5 �..'r /� MAX. %• / f
<br />I
<br />7SOX
<br />W%
<br />I ,. I/!
<br />I I 't 11
<br />I t 1 FY-1p,• I __-I
<br />1 /
<br />I
<br />CONCRETE ANE40RS �-'•� • • N V4. 0n CONCRETE ANCNM
<br />EXISTING FR)URED - \ ' �� \\ \ (SEE SCHEDULE ON y p A7 (SEE sCEOAi ON f ' +
<br />SHEETS 9 THROUGH 10) c3• SHEETS 9 T/ROIIGHI 10) / 1/8• LONG MAX, ALUMINUM
<br />CMICIIETE ,"" ;; .. � ..� v EDGE OF WALL OR SLAB / . ,,V.
<br />REOUNSD - �%, \ \ (KT. CONDITION) rr/['. �:/ SPACERS • 6 1 4' O.L VAUO FOR
<br />w'u
<br />ALL OCBDN AND PANEL
<br />/ .EX1fTNG POURED CONCRETE
<br />dl CONCRETE BLOCK EXISTING CO RETE... UNCI IS PER WET 3.
<br />/. 0 CONCRETEPOURED
<br />CONCRETE AMC NOR£ _ .- T J! REOUNEO. •
<br />(SEE SOMEDIAE ON n/N;. RCOLom �A LI1P• LONG
<br />E p _ . - t2 ($a TABLE OfON
<br />34M 9 THROIICN 10) -STNEFtS 9 a 10.)
<br />BUIL
<br />SELF 3/8-1• MUML-Ai Sf'xF m,
<br />IRNNewN
<br />�Ea A. "o
<br />�:\,
<br />E % FLORIDA BUILDING CODE Ion High Velociti, Hu cone Zone)
<br />g19N K INC. CO.
<br />f � 0. 44161 1 "m°' 21 OAOE OALYANRED situ STORM PNUKI
<br />DRRM •.
<br />_ NOTE FOR COMBINATION O'.SEGIKiMS: i *' ' * , * ¢ C� e7/x7/NIN
<br />Eo. EDGE asTANQE g�;•. STATE D GLOM PROTECTION PROOUCfS LLC.
<br />TOP & BOTTOM MOUNTINGS CAN BE NgOVr [OR1DP __ram IL ECOtM°. • WE.
<br />(SET SCHEDULE ON f � / .Nw• u M NI11Ni
<br />SHEETS B a 10) COMBINED IN ANY WAY TO SLUT ANY / y+�•w' RW n N+AE 0W1f' N 14 20-175
<br />"" "&t.nr-,AN ti m-INN mom& t4e4)M-7s.t NNE tw)N"7IN
<br />INSTALLATION. /O f��1V / Y., . ,
<br />IXIMWM w
<br />NRI;;) R 1w rr•A yr •,- M +.
<br />$NO Aa N'
<br />INSTALLATION DETAILS FOR SERIES 2000 Ok 1 000 _E-Z HANG STORM PANEL (1)
<br />INTO EXISTING WOOD STRUCTURES
<br />-- _ � ,/.•4 LAG JS7W.W6 • C VC -/
<br />I n' - THREADED PENETM1gH
<br />_ _ l ,/e'. W SCREWS • r OC R/ t0 Curm wow 11E11DO1 toj W�n. 7•.R• MOOD
<br />' i 1. PIS XARD /•'P AG 601EW6 • e' Oc W/
<br />= 1n• W. THREADED MNRMT ON
<br />lO EXISTING WOOD •61MR. 1 f ., 1_1 I MAY ON ON EDGE TO /; ri w w'D00 11DYMA�"'A'�',
<br />11.1' ,Y • GM. S
<br /># U ',.1
<br />rA Two aQ) %f ! 1/.'.-� a' M.S
<br />t1 ! ♦ tbAH. f1M1• S.wx 1 ,M a C♦n Y T • `a�r V. c
<br />�
<br />. FA. THE OF Y YG +G 12 0C.
<br />yy aN
<br />i fY L M1' A..
<br />)H LIG SCIaWS • e' CC, w t !
<br />Ze-2W1.'
<br />Ac�I
<br />�+ ,I IV
<br />i l,T' ( '!. I W11/ rn •M3/=r 1' � ro' z• WTI. WOODn*KKO MwnMTR%1 1 FA CM Or
<br />-Y � OETK i/2• •
<br />'. '�, ..", AIP/IIN
<br />__!!n A, f[Ld, _ OF C,MKff& RYP) '
<br />T - / , (Slt DETAIN 1/7a A
<br />3/w A„n1. POP NNET 4 C.T4 #14.1• tM.6 t,--NM. t�JEli..
<br />S ' VET.) w01H OF MR+ 0 • fA m 0• 1) r•_
<br />1
<br />10
<br />�p HEA 7)Aiij dv. i
<br />WRWMETw. I 1 6 T (m ORAL In. •
<br />Q T art'"enan
<br />^-( MOOT! WPM REDU..Et 1 1
<br />II /
<br />_
<br />7 D/4' WTI w
<br />�� �/• .IS#+R'W
<br />LCPARAWN i M4'P-20A3;.' 2 10 am. I yjd+M1j/32• WL1C wU7 6 -
<br />ib GLASS WMRGTrtwJ GI 12' O.0 I '1`
<br />YUF If
<br />i ,�w/T/6�/lr•
<br />AL� Lt i 2 1/11,ICH 9
<br />j
<br />I I/Veee-2/WWp}.J�lr - ro GLASS 1 lµ•P..2/au_rr K
<br />�yF, III I
<br />r I -=I Ww6 VAR •/ j UM!I
<br />��1
<br />1 p 7 I
<br />gN (jj K' (%ASL. nRtn' b.9YAP I r1m n9AM
<br />I Rz tl i iT -- ________.
<br />I i
<br />F
<br />r I I d
<br />' w _
<br />` r 9 II D 9 IN r I
<br />I# �� .
<br />I� 1�
<br />FZow Y.1.jrl w I 3 GMr 1
<br />1 E L :011►W32'IS 4 11
<br />r 1 r o'c i r
<br />. .)_. _ _ _-- 1
<br />E I ( (2s M. )�( 1� # I
<br />1
<br />1 1/a .- a• s. wJ• '- � � I I .•P PAKi�\.R rEMwE o 6 �... I _.. . _.
<br />,� I
<br />$ ' i, 2 T I a.- 4•rM PA W PU13 w/ CPM. .....).. 8 4 �-
<br />• 1 7/f• Mn T,OWAGED kMSNC
<br />I
<br />�
<br />__ / r/6yYyaa//�
<br />7 1, rKYPE to •e1DM) INART�M,- ,2 t/r OE i e1 ( I` M L N(R OR 1 1", A!/4•
<br />..^ !8,{
<br />L 1/4'e LAD SnRTNs • 6' OC. N 2> 2'Ya• p�3 W
<br />_MI q-Py- J w•, 1750 (STI
<br />i , I I' ,NIX T�ADtb "" E PUT OR OTEII A!'O ��1 1 �y__�4a3a2'__'//p��.., a•rR!< •^ IA BELDFG
<br />I
<br />_ 2 Ia-lb PAN13O- PLUG W/ 1� AIA RAlll'. - I' ''I 4 %:.Y W/.• wi*I1/R'N3/32'
<br />WOTL IA BCLOM}
<br />PI.,Ou VM .Nm. „Rri[TPA1%k1 . v •
<br />�, Nut I r o c.
<br />Su 1000 ''
<br />/.Y LAG SCREWS • N' OC w,J 1/4//•.22 WMV .WND.5 • N• O.C. w,I
<br />��L�
<br />WOOD R�REOIMLD .• I �• r00 t 1n• YN• 11NwA,WD 1N1/[1MrOV II.. U) YIN•. i'MGMDIH a WIAKOi PEHETW,TION
<br />WALLAM ALTERNATNE 2 W ►AR RE0.Mm
<br />nA roar M. 2•P4• wow "
<br />SCALE. 1/4".,• PLATE WOW" FLAT qAT OR ON T11a'
<br />ALTERNATIVE 1 N11
<br />SCALE 1/e'.I• I I
<br />C�•,
<br />NNIDIEIP -FLOM�.,g EIL .ING �T� A TCL -RNAT NE'W
<br />1. INSTAIATgwS ARE ONLY VAUD FOR WITH ASO. LOADS ,1 uiiOLi1G
<br />UP IO +AII -73.3 aef AND PANEL S uEMGlW UP to S'-lpr--- s \NAIL\/INNNMNNy SCALE 1!A -i•
<br />7 FIN• raw no1D FPWO Cr1N41RlNCFIDIF: itD00 MEMBERS ,O DE SOLfiNIfAA A '�„{L A; �!I[/r SCALr 1/4•.H-
<br />uL.
<br />PINE N.. R W/ SPECIFIC DENSITY OF 0.56 OR EOLYL eT••••J;p✓
<br />�C FLORIDA BUILDING CODE (High V•loci NwrrlCone ton•
<br />;' Nil. 4 OOOep'tr,sl. PIE
<br />SU I
<br />20 GAGE GALVANRED STEEL STORM PANEL FP !i SPECIFIGT AIP KOl11Rk]MMS FON I N 6AA ®A EDP A4 # • : * I` _ DRAWN W
<br />WELL AS PIMYL (IJ CdAWL7pN lD IIpCK4 rD 0P2j Al wT15.. B\EEO Dw wD00 J+P[P rt
<br />�'
<br />DEG d 2000 EEt•`4 INSTALLATION TYPE ON SRQT 27 yi
<br />-$' STAT OF �` ^� ` GLOBAL PROTECTION PRODUCTS, U.C. M/N/IR,o
<br />ALiERNATM T HEADER -. f[fl 0 � _ ._ IL E C O IMC BATE
<br />re• rOraNMlon a AM= WOOD ,L`
<br />�: \ .POD t■. 3• sown
<br />TOP A gDTrDM IOVNT•WS CAN or coilm" w Iry •E.dIDETION t `A1F'HF!N M "MySs/ON LE�� I.M!'1Y.�''m ,.A a. 01°ww•^ Yw R.alt (•I.Ra 41 0. FOAIII' j1340... .1 20-176
<br />�'' 'A"
<br />WAY t0 Bur ANY TNSTALIAION, SEtL 1/... 1- I/M. H\• O.-OO'tt. NYrw� cA I..,
<br />NOW BN,UTFEP TIMERS NOT SHOWN FOP CLAW PL 4MJ10.WTUWC/Dnft A "119 iii W% N~ M1E1 M W M
<br />ALIQE of RDTTINM
<br />1YITH TRACKS L'I OR (-A)*
<br />MAXIMUM PANEL LENGTH
<br />"L+* OR 'L-" (ft.) 0
<br />MAXIMUM A.S.D.
<br />DESIGN
<br />PRI3iSURE RATIO
<br />e.T. . > -
<br />(P ) ( )
<br />CONUIET£ a WOOD
<br />VeSTA"mrB 1 +
<br />D
<br />2V250
<br />$21-01
<br />IJ•-O•
<br />_-
<br />rs_-0•
<br />IP'-a'
<br />rr•-e•-
<br />To'-r
<br />--sDo
<br />3LSD
<br />to' -to'
<br />to' -a*
<br />_
<br />IV* -I*
<br />914,
<br />___FDA
<br />45.0
<br />_ s0.o _
<br />.-BAo.
<br />9^0_
<br />_IIr
<br />1 D--
<br />e.-s
<br />B= ,
<br />-o
<br />r-;-
<br />Pao
<br />1•-f'
<br />7•-0' .
<br />-wo-
<br />7•-3•
<br />1__10•
<br />91-71
<br />Nno
<br />7W-00_
<br />.r_i
<br />._- Poo -
<br />KO_____
<br />6•_1•
<br />_e 9 _
<br />9•_2•
<br />_._f-C•
<br />,ODD .__
<br />li.-0•
<br />- 6-rl•.
<br />---'r06.0
<br />- 4.-3.-
<br />�-
<br />3`
<br />flop
<br />-
<br />-
<br />5•-7•
<br />1110
<br />J' 1'
<br />T t39 T
<br />S'-1'
<br />[ _up-..ANDfa eCORRES 2/1 1/4. 3/4, 4/3. 5/5 A 6/5
<br />CHEOULE ONLY FOR REGULAR STORY 1TF/6. 21IN/6. 3W/7 t 411IN/7
<br />RETE. CONCRETE BLOCK A WOOD (t) 01*1m (SEE SCHEDIAt ON r Tax
<br />______________ _ ._
<br />1' MIN, ._. __._- ARE7S 0. 10 a11) -}-1. R-
<br />SAW l�n)E�AMIM AT EACH O O �' - }
<br />ENO 1nTH�c(� IT' . a k ft Dq °
<br />DIRECT NOSIN= AT EACH END* D.M.. 2 3 4 ry 1 ...1 � r F'-T-'7-1--r-I -- T-r-r- � r � r-T--T-r-r--T-T-r-r T----__)....i
<br />°<
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) 0
<br />MAXIMUM A.&O•
<br />DESIGN
<br />PRESSURE MTMD
<br />♦f. +M -
<br />CONCRETE a wow
<br />W STALAATWS 1
<br />_ L•
<br />Ir
<br />no
<br />f9•-so•
<br />ff=r
<br />Sao
<br />rf_e;
<br />to'-7-
<br />s.o
<br />io-,o
<br />9'-Y
<br />..T--aSO
<br />350
<br />11a0 _.
<br />01_,
<br />RY
<br />I o_
<br />7 a•
<br />7 6'
<br />B'-r
<br />7 9-
<br />-
<br />7-a'
<br />no
<br />s ,.
<br />/'-Ft'
<br />Pail
<br />sao --
<br />- r-0.-
<br />•O D �
<br />WO.o�.
<br />7-0-
<br />-- V-9•
<br />e_3•
<br />C-2,
<br />-_
<br />O30
<br />r_ 1.
<br />S'-i0•
<br />_..._loph
<br />r-3_
<br />- S'-7-
<br />- - 1pL0-�
<br />f'-3•
<br />- 6'-e•-
<br />rfao
<br />-
<br />3'-,•
<br />I PAD
<br />NRe , ,-
<br />-
<br />.'-to"
<br />!.-9'
<br />MNu1UM SEPARATION TO GLASS SCHEDULE
<br />MAXIMUM
<br />PANEL UNISMI
<br />1MND SPEED 4 170 .4m
<br />WIND SPEED > 170 tnl.h
<br />(+n)
<br />WOMMMMEO I
<br />RESTM OED
<br />UNRESIRANIED
<br />1EESIRAINED
<br />30 OR LESS
<br />1•
<br />I.
<br />6'
<br />1 6 1/4•
<br />>33 TD 90
<br />I.
<br />I.
<br />7 1/2'
<br />I 7 1/2'
<br />>W M 145
<br />1•
<br />I.
<br />7 1/2-
<br />MINIMUM PANEL LENOTN fin] FOR A GIVEN MOUNTING CONDITION
<br />mP
<br />__TOM
<br />DETECT
<br />mowTENDER
<br />T' D•
<br />HEADER
<br />D"S'
<br />.L, E
<br />-F,
<br />TRACKw
<br />'PTN�K
<br />9u,LOPOW
<br />rFf��TaMECX
<br />amum
<br />-
<br />DIRECT MOUNT
<br />4r
<br />32' a2`
<br />1.
<br />AS.
<br />So'
<br />So"
<br />-
<br />4
<br />1.3'X1.6• STUD ANGLE
<br />1.
<br />3Y 32,
<br />Sr
<br />42•
<br />Ile
<br />-BOW-
<br />1.
<br />6
<br />1tr TRALYc -
<br />SS•
<br />3r 32•
<br />4r
<br />'.
<br />c0
<br />f
<br />AKW
<br />-1.
<br />32. SY
<br />1.
<br />00'
<br />1.
<br />S6'
<br />1
<br />SO'
<br />1 .- 32•
<br />31'
<br />60'
<br />Be.
<br />96•
<br />; 1
<br />, - i "' ,� ..- - Lj- - -j -\;' -- I - - , � -I i IF. s
<br />I - t -.1 "'I I- I., t -1 . ? . I i_i _� -I
<br />111;v-- - - i_ - r
<br />VOMMI D PANELS I I � I _ BOLTED PAINElS W/ 1 N-20Ri[ 4 -(SEE SECTIONS A. S.s. M.S, BOILr W/ • Et ; L'APPLKiIi)�.,11-
<br />(SITE W..L'IONS AS APHJCABI,E) I
<br />IN I I'.II i ,i I:II I 1 1I 1_II
<br />IN L I, ,1 I i 11 I.'r 1 i I
<br />D.M.. 3�. 40. - I -- I - - - I -1 - `-�
<br />®p1® 3 MAX.-i ✓IS o '•=_ t_)
<br />-' • ON, i1' MM.
<br />I 1 /4, 3/4, 4/5. S/5 R 6/5
<br />IW/6, 2W/6. SW/7 t 4W/7
<br />I .... 2/4 • __•ANC/IORS (SEE SCNQAAF ON SHEM 9. to alT).. '
<br />REGULAR STORM PANELSj7 ELEVATION
<br />1
<br />N.I.S. /4' M•. GAP
<br />x.ar (METE O.aUP -, WINK E WULY) (^
<br />I^.F
<br />j\ Nn.Ts.
<br />mmm
<br />(1) L+: MAXIMUM ALLCSMXE PALL LHIOM MR A BARN POSINr AS D. M M LOAD.
<br />L- MAX NUA.MRE PAM LOOM FOR A GREW NEGATIVE AS.D. MOM LOAD.
<br />(2) PRoCEDMIL t0 Wawa RAOMM ►ow. LiEwark
<br />GWEN A Pasur E A.S.D. DESIGN LOAD, DETERMINE MAXIMUM PANEL LONOTM'L.' FROM SCImtRO.
<br />tA.EN A NfOA7NE AS.D. MW WAD, OEIOWaIE MINIMUM PANG LOON"" 1= FROM SCHEDULE.
<br />FINAL ItAW4RM AL ILLE PAIQ LD6TM 6 EAw4l TO YW NOOMIY DE7ONI n MFR1 LOW"
<br />KIW M 1.' AND 1-
<br />(3) SEE SCHEDULE NIOW FOR Wt PANEL LENGTH FOR PM07Y GU•LACAROM.
<br />N4TALLATION3 OHIO FLOOD ARE Use= TO 1 95 A.I.I. MAX ASV Dam PFA3sm RA"m
<br />, _ 4. To a 11 FOR. MAX A5D. OEM LOADS M IOW.. PANEL UIRMANS FOIL
<br />* , 44161 ail T&I'm INC. 24 GAGE GALVAKM STEEL STORY PANEL D1M1 0
<br />. *
<br />1% TATE OF * I L E C O I NIS. PROTECTION PRODUCTS, u C
<br />"I',t'". .EGO tw. NI s 1
<br />H '.. ORIDN gar -39> �YF.Y.ra..YrMCa01nAr"'rIM IY.cIT.MT. 20_t76
<br />. pWry Rn•,s . A.: rYo WHY. PMbR: (IR.)r-3DW ML (M•)M-•VIP
<br />'4A%_`i/ AIL' Q!`" .+r N..rw..•, _ .- - rw.W Nw
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES
<br />1 SEPARATION 1 -0 .
<br />'- MOOD .•, it TO GLASS -_
<br />i
<br />' ;• (SEE SC/RDLAE ON y'l , 4-p,,. r (SEE SCHEDULE I/.1,-At• _
<br />i
<br />WEFT ) Ii - 3 MAID NLn I ON BNE6T »+ ) yttaol. It VT.
<br />,,
<br />I; , , 1,
<br />_._
<br /> -- 1 E%ISTItj,_I _. {...,. _ ___.-._ PANEL LENCI)l
<br />, I! r
<br />ANCHORS
<br />a �,_-:
<br />aEOLRRITOHOWHEDULE
<br />4 1
<br />'1,4. j
<br />, I (WE SCHEDULE ON .1 . ._:.---'- -...._ �_. FETE FOR
<br />SHEET 11 01 f ..
<br />I SP A@R
<br />_ _ r-'T
<br />,!,, 1 r-I
<br />I�.I VAX. �•- I .. 01 i � Or 1'
<br />:I -' .I
<br />tD nQi 4
<br />; _ _
<br />I MAC.
<br />',
<br />' 1 i - _ - WOOD HEADER 4 2• I i EO I -
<br />t ) 1 REOUNEO [I
<br />,' ----- ,
<br />1I^ pal
<br />,, I II 1 ,11 1
<br />I
<br />1 II 1
<br />L L--7 � L..I ; I--1 iI I I !j, _ , MAX. TABLNG EI01 ON SPACHEFT i6. 12 I/p•
<br />-®O.C. (NEE TABLE /1 ON INLET 11J
<br />Ian I I I I! SEE TIM - BELCH FOR LIMITATIONS FOR
<br />I
<br />SLPARA710N I 1 MAX i I IL:EL MAX , t 1/2' LONG SLEEKS.
<br />'? ', I
<br />10 GUf9 1 PARR LENGTH , PARR LENICl,I
<br />Sit D I. .
<br />(ON (ON
<br />!}}}----
<br />SHE I ION 911EET )3 SEE SCHEDULE 1. ,. I SHIISEE Ef 3) I' ._PANEL WR FEMALE D OR PANEL RATE
<br />i/e1-EAR�NN•.MIt 3 r,1. ', I; PLUS (SEE SCHEDULE ON 94M 11)
<br />tI
<br />Of I li rnOf �'oA r-h EX15TWdG 1 Pip G�VLg�S, 1 YFI' W600
<br />pw S� I I _.. - I G1A59 j..(1IE ScNcVLu i _jA PLATE REOIARED NerM MOUNT W ER �1 I ON SHEET 3) �1 DIRECT
<br />.. _
<br />I` ALTERNATIVE 2PW-� -. T,._ :- -!_4__, . „ - I ; I .. .... f;. *', SCALE 3/8.,'
<br />1 , L �nI
<br />1 I (-.-J i SEE TAaIE 1 ON SHEET 11 FOR MAX, PANEL LCNGIHS AI
<br />F$p',A I I •; � a 12 1/2" O.C.
<br />MA%, A DESIGN LOAM FOR THIS INSTALLATON.
<br />I 6 OF 'L' ,. , .D
<br />41AX 1
<br />1
<br />�,
<br />-. . 1/2' • 1/2' O.0 ,,.. , •,- ,
<br />L-�
<br />1 I ------------,
<br />O113_ 1
<br />6.( WOOD ANCHORS * * mm I
<br />i_ 1 O
<br />E}
<br />RI- 1' - - - - - -'- wvm, M 1M m t I/r LOX N
<br />r I (NEE SCHEDULE ON
<br />' i I I ----T I , SHM i l) (1) MMULLADM O LOAM m A OM VMW K%MNO OW 1r-0-
<br />_
<br />2'.4' WOOD *am6 ITVI IA9II INOW NBWHI DRAW 4 A •I9IISLTDM rnor A1W
<br />1 I ..
<br />PLATE RfiOulAEO III .. ,KO ANCHORRS I PIUIyIIS MBAR aAM1nLLIF EmIcARo on )A¢r It).
<br />I 1 SFAIIGiFMC W/ STUD 1' I.IL 9bMM1RN To MAY .191G11D I, ,_. _� 1) ,., $-.4' WOOD
<br />ON 3 YW' K NImYCm 10 1 4 A6 , + I/ PLATE WOURTEO Oil AMCNOII{ OON91111N OO1410AM 9A pMAp, YAIE P°WE O M
<br />'I ISLE SCHEOIIIf (M Wq DB a" TN9 ME ---_ ._ , ...._ . � MALE FEW) A f[ IMMD $ADMAN A R o.O.
<br />CpwaITE
<br />I.i lAtrIWn110M PIy ft I/r aC. SIMMNO AIL.OTm W I
<br />SHEFY I I) METH M *Lo
<br />Rt
<br />AL
<br />�. (1) WARM AID COMlt P§ClkW 1 !
<br />I M,M9 a .4% -M Pat (3) HLiAIL 24 IME PAIL LOOM 6 LMO TO W A ANY N1DM i
<br />1-1
<br />• .- `. =- --'-
<br />I - I W .N\RIRM 61aMI IWQ LDWRt IS IS A tsR1011a Nees Le. ►Aral LPD0T6 ALLDIm DM
<br />6DfOME. SOW 11),
<br />71' i
<br />H1My�I �� T19F (4) I III` LOUD 9RIICER OMPOW ERA WAIL K A6 E&Mn DM
<br />i
<br />WALL MOUNTINGU) SOIIY .wI16 RARAMAIIWI a olar SCALE LONG RMEDI f4 f8 (ILY Id
<br />AL ERN T E 4!y N/O AN DaTIMD fOtD mZr MART I a4NT t •WO ZD ar I
<br />TER A REOi.� MAD FL T1D AIM F E N6B 3 A) aWWOEO A 1 p1Y I
<br />IND 1)T! ORLON) WNf
<br />OMO /T11 or
<br />0 FIMOI
<br />WALE 3/8.1' N);=Am WIND OILY no WINO M am D
<br />�-.-.. 1��,3.3-In ATME
<br />MOTES. - --- - 4t? ''.CEff ''' .' FLORIDA BUILDING CODE Mon High WoolNuMoon• Zone)
<br />Y F 1.INSTALLATION ARE ONLY VALID OR MAX. AS-D.. sm0 ,AtpLo, SIC.
<br />(TOTE FOR COIIBIHA-iYlN DF SECTIONS DESIGN PRESSURE RATING (P.t.f) AND PANEL LENGTHS i . :OI 4� 167 L. 24 oAOE OALVAMIZED STEEL sT011Y RANEE DC,O'm
<br />* * -
<br />TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR i _
<br />COMBINED IN ANY WAY TO SIDE ANY ALTERNATE 2W') STATE D - U.C.
<br />.Tao S.W. AT STFW
<br />2, F'OR NEW W000 FRAME CONSTRUCTION: W000 G-Lr AN >! a r R ANN, P6W a ASI.
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC -IONAI'k' w.-. Bww-N•w Y m-1w tnWrt: LMgew.•mM, nuc 1pyar-m7 20-175
<br />DENSITY OF 0.55 OR EQUAL, NAN4ITM WL/OMft CA-MMiO w. WRWM H.
<br />I
<br />MILiCR A A.. Pd. M M A W 19
<br />-
<br />0;IAj_ NMS
<br />AW niAPr BIl97Y � G.2 IYYL SKBIL •W1ISLin. (C) )EL_ •" + �i� S�CI�1G_�4)II...(t • 0 56 Mwr::.
<br />1. STORY PANEL SHOWN ON TINS PROOIIICI tVALLWION DOCUIeFlii (P L.D.) HAS BEER VERFIEO FOP COMPLIANCE IN ACCORDANCE - I/e•• TAPCON ANCHORS, AS WMFA4n14ED P IT. W. BALD", INC
<br />1NSf AT H11G11 197T.1 THE 2020 (7U EDITION) OF 1Nj FLORIDA tERDINp GOOF. THIS SF011M N'A/El SHALL N(R [K ALLFD - 114-10 PMt.LYATE RIIAIE D AND PAVEUATE FlJ15 ANUH0115, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE ZDNE4 (MUM -GAGE ! G*OWARO COUNTIES). - 1/110 LAG SCREWS PEA MIT S.
<br />OF THE ATOLL MENTIONED COOL O) BIY
<br />IK p F A WINO
<br />11Y DE AS PER SECTION
<br />I '• T ND LOADS - 7 B " 3 8' BU9NMC AS DISTRIBUTED TY ALL POMP SCREW. 80L SPECIALTY CO
<br />/ WOOD W •
<br />F E
<br />F
<br />T M P I VINO OR A DIRE ACTOR
<br />SPEED S T EL
<br />SPEED AS rfE01Y T+' THE UCIRISDICIION INHERE 510R PANEL PURL BE INSTALLED, CTIO/IAIJn' REQUIRED
<br />USING AS7, P 6 VINO S/lALL NO E%CE.CD DFSOt! C AIIIIL AA THREADED TION INTO W000 OF APCON CI10R5 STALL BE 7 AND 2 E MAC PLUS
<br />lA ) ) /
<br />-t THE MAXIMUM S.D. PRESSURE RATINGS INDICATED ON S1EET4 I 1 AN 1 1 'FOR LW PAINED .0 3.
<br />PAN
<br />9 T5
<br />1 17 I All ALE FID
<br />R ID 3. ! TMYI! 2 • f D EIMAIC NAIL
<br />M ORDER TO IrEWMY 11E ABOVE CONDITION, UL1vMIT DESIGN WING LOADS l7ETERWNFY7 PER ASCE 7-16 SHALL BE fR6i
<br />REDUCED t0 ASO. DESIGN PRESSURE RARNO BY MUL IPLYNG THEM BY 0.6 W ORDER TO COMPARE IWSE W/ UNIX (/.S.D) CI) MINIMUM THREADED PDWTMRDN OF LAG SCREW. INTO THE WOOD FRA4IE UNIT SHALL K 1 1/2' NO THREADED
<br />DESIGN PRESSURE MIMICS VOICAIED ON SHEETS d 9 TNNU 12 a 17. 18 PENETRATION INTO STUCCO SHALL K CONSIDERED AS PART OF THE REQUIRED THREADED PENETRA1X711.
<br />IN ORDER TO VEFVFY TK41 ANCHORS ON THIS P.ED AS TESTED WERE NOT OVER STRESSED, A 331 INCREASE 1N AUOIIAIRLF.
<br />STRESS FOR MOW LOADS WAS MOS USED W THEIR ANALYSIS. FASTENER. SPACING TO WOOD HAS K04 DEITRM9RO IN C.1) UNKNO N EDGE INSTANCE OF LAC SCREWS, INTO WOOD SHALL RE AS MO1CATED IN THIS DRAWING
<br />ACCORDANCE WITH N.O.S. 2010
<br />STORM PANEL'S AGEOLMCY FOR *PAC? AND WIND RESISTANCE HAS BEEN VIDI'm & ACCORDWCE WITH SECTION 1609.1.2 OF CA) MINIMUM PEMETRAIN}tl OF WOOD B115NNC SHALL BE SIC. t/4' 0-20 SCREWS USED SHALL Of 1 1/2• LONG MINIMUM
<br />INC ABOVE MENTIONED CODE AS PER AMERICAN TEST LAD OF SOUTH FLORIDA REPORTS iMI40VIN 1-01 O FAM0219.02-09, AS SHOULD STUCCO EXIST, AI' LVMAPA FOR WALLS WITH NO STUCCO
<br />PEPSSTD IZ-96 At ASTM E 330-02 STAIOARDS, AND AMERICAN TESTING LAIR SOUTH FLORIDA REPORT /1123.01-10 AS PER C.5 W CAST SMwi PRECAST ETTXE, OR PRErA5/ COwCrt7E PATIOS. STUCCO OR R000 WARDS Y FOUND p+ THE [D5t•O
<br />FAO-201 AND /AS-203 PROTOCOL$, MIN AS PER CALCULATORS PERFORMED W ACCORDANCE W/ SEC" f004 Or T11C )
<br />TIDE I. ANCHORS SHALL K LONG ENOUGH TO REACH THE MAIN STRIJCIUR£ BOUND SUCH PARRS
<br />FLORIDA BUILDING CODE'
<br />ANCHORAGE $RILL A AS MENTIONED IN C 1). C2) a C.4)
<br />2 ALL ALUMINUM CX/RUSION9 10 HE 000-18 ALLOT AND TEMPER (UNLMS OTHERWISE NOIEO) SEE $HIM 2 (0) ANCHORS SHALL M INSIAEL_FD FOU.17WUf4O ALL OF NNE RECOMMENDATIONS AND SKZWKAMNS O Mt ANCHOR'S MANUFACTURER.
<br />3 ALL ALUMINUM S LEI METAL USFO AT CLORUROS SHALL HAVE ]10S-N14 ALLOY, f PAWLS WY ALSO K MSAAED NOPIZOMKLY FOUOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROWN 6 (SHEETS 4
<br />4 ALI STEEL SHEET METAL PANELS $NAIL HAVE SIiSKTURN QUALITY STEEL AST& A-653 GRAD[ 80 MINIMUM, G-ND GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® A<b $KAU. NOY K USED.
<br />SIDE DESIGNATION w/FY. 92 2 AM (Anrn ROLLED). 9 R S.NI.,. K THE RESPONSOLiY OF W CONTRACTOR TO VETEM'Y THE SOUNDNESS Of THE STRUCIuIIC WIRa1C SH UFTER IS TO BE
<br />5. ALL SCREWS 10 BE STAINLESS STELE. 304 OR 31B AISI SERIES OR C0040 ION WSISIA T COATED CARBON STEEL AS PER DIN A � TO INSURE PROPER ANCHORAGE. THIS SNUREP SHALL ONLY K ATTACHED 70 CONCRETE. BLOCK OR WOOD FRAME
<br />50018 W/ 50 IMt YIELD STRENGTH 11f10 90 W TENSILE STRENCM AND SWELL COMPLY W/ FLORIDA BUKDM WOE SECION
<br />2.11.3.3.4. 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER 90". AS PER SECT" 1, 7, 4, S. 6 AND ALTERNATIVE`# IN. 3W As 4W ON
<br />SHEETS 4. S. 6 A 7 RESPECTIVELY: SHALL HAVE A LE(2OLE AND READILY VISIBLE IAAfNNG IP6MCTW OWNER OR TENANT TO
<br />8. SOLM TO BE ASOA A-307 GALVANIZED ST4L ON AMI 304 SERIES TAMELESS STEEL WITH 38 NY MINIMUM VIFJD STRCNCTN SECURE PANELS YAM APPLIEBLE RERWCRCEMEMT DURING PERIODS OF HURPWAM WARNING
<br />7 ANCHORS 10 WALL SHALL . IN AS FOLLOWS, 11. THE INSTALLATION CONTRACTOR IS t0 SEAL/CAULX ALL SNIFTER COMPONENT EDGES WHOO REIWN IN CWNUWS CONTACT WITH
<br />THE 1LNLU.O TD PREVENT WOO/RAN INTRUSION.
<br />(A) jQ_EAWMPQUBED4Q9ZM
<br />1/4°0 tA!'CON ANCHORS AS MANUFACTURED FA T,T . INC (Min, ,'c 1192 O.W.I.) 12. STORM PANEL. SHALL COMPLY MM 'SPECS INDICATED IN MI5 GRIMING RHNS ANY BUIli1NG AND YONING RECVt/LIONS
<br />. HE JURISDICTION
<br />• 1/4` .. 7/0' CKN-PI ANCHORS, AS MANUFACTURED 8Y GEWKi INC PRDVOEp Bf THE JIMISDICFN7N WHERE PERMIT IS AP%1ED T0,
<br />E a, Or
<br />(/a'.. 300 SOLID -SIFT ANCHORS. AS DfSIMBUTEO BY AL PONT SCREW, BOLT R 4P[CVWtt CO 13. (.) ?TONS PRODUCT EVALUATION DOCUMENT (P E D.) PREPARED BY TARS CNCIKER IS GENERIC AMC DOES NOT PROVIDE &FORMATION
<br />(MITI CC.JOpo )..4L)
<br />FOR A SITE SPECIFIC PROJECT, .•. WHERE THE SITE CONDMDNS OEVAIE FROM THE PED.
<br />Fta-10 PAIHELWTE FEARING O ! AWRRATE PLUS ANK}IOPS, AS MAMXAE'TW1W BY ELCO WN51RUL1N7N PROOIICK.
<br />I/4`0 ZAMAC WAIN ANCHORS, AS MANUFAMIED BY DEVALT, INC (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SrUECTtON, PURCHASE AND INSTALLATGN INCLUDING LIR SFTTY OF THIS PRODUCT
<br />BASED ON TONS P.E.D PROVIDED HE/SHE DOES NOT DEVATC FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />A1) OF TAANCH ANCHORS INTO VOUP£U CONCREIC SHALL. 8F 1 1/4', Y FOR ELCO PANRWIE VINO CONSTRUCTION SAFETY AT SITE IS THE OONIRACIO'S RESPONSIfUTY
<br />I '/4- OR ZAIIEM
<br />1 3/4' FOR ZAMAC TWIN ANCHORS.
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL IRE CONSIDERED MAUD IF MODIFIED
<br />A2) CAUG-IN IT SOLD -SET ANCHORS SHALL K EMBEDDED 1/8' WOO THE PLWINED CONCRETE Nil EMBEDMENT INTO
<br />STUCCO SHALL K PERMITTED. 1/4-0-20 SCREWS USED SHALL M 1 1/2- LONG MINIMUM SHOUT,O SWIM EXIST, (A) SITE SPECIFIC PROKr.TS SHALL BE PREPARED BY A FIOR10A REGMRED ENGINEER OR ARCHITECT WHICH WL. BEGONE THE
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR N.L. rNRfADED SCREWS W/O HEAD, ENGINEER OF RECORD CEO.R. FOR THE PACUECT AND WHO WIU K RE5POWABLE FOR THE
<br />BUT WITH YANG NUTS PROPER 115E OF THE. P E O ENGINEER OF RECORD, ACTNU AS A DREOAED ENGIWILR TO THE
<br />PI ENGINEER, SHML SUBMT TO THIS UTTER THE SITE SPECIFIC DRUW40S FOR REVIEW
<br />A.!) N CASE THAT PWCASI STONE. PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON fHE
<br />EMSTINO WALL 001 FLOOR ANCHORS SHALL W LONG EMOUGIf TO REACH THE MAN SrRUCTURF BRRND SUCH PANELS (.) THIS PE.O SHALL BIAFI THE RATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHALL BE AS MENTIONED N A1) VINO N A2). ENGINEER OF RECORD THAT PREPARED IT
<br />(01 T.0_LLIfING..CQ &.M IA,QC}L WALL- AST& C-9V 14 SHUTTER MANUFACTURER'S IAM SHAU BE LOCATED ON A READILY VISIBLE LOCATOR AT STORM
<br />- 1/4' P TAPCON ANCHORS 06 MANUFACTURED BY I. F W BUILM. INC. PANEL SWIM IN ACCORDANCE WITH ACTION 1706.6.2 OF FLORIDA BUILDING COOC. ONE LABEL
<br />SHALL A PLACCD FOR EVERY OPENING LABELING TO COMPLY WITH SECTION TIMI3 OT THE
<br />- I/4• .. 7/e' CKX-IN ANCHORS, AS MANUFACTURED BY DEW'ALI. INC. FLORIDA Bl3LDWG LODE.
<br />- 1/4•. X 3/4' SOLO -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT A SPEC1Ktt CO
<br />(N14-10 PAWLMATE FETMLE 10 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION lilies
<br />- 1/4' . TANNIC NAUN AITICHM1 AS MANUFACTURED BY OCWALT. NC T/Z�/r
<br />1EF .:
<br />SAO WN t,M EMBEDMENT 0; TAPCON ANCHORS, ELCO PAWLMATES AND ZAMAC MALIN ANCHOR. INTO THE vC! N ;✓9 FLORIDA BUILDING CODE (Mon Nigh Velocity Nurrlcon• Zone)
<br />BLOCK UNR SMALL BC 1 1/4'
<br />6M�
<br />8.2) CAUK-IN AI SOLD -SET ANCHORS SHALL BE EMOEDOM 7/0' INTO THE CONCRETE BLOCK NET. NO ' '• %,p44 1 •m10 ~Rm. N` 24 GAGE GALVANUD STEEL STORK PANEL DRYM'-
<br />STUCCO SHAD BE PERMOIEO. 1/4" 0-20 SCREWS USED SHALL BE 1 •/2' LONC MINIMUM SHOULD EXIST. T:< -' PM/eMN
<br />AMID 1' MRWMUA FOR WALLS WTfH NO STUCCO. STATE
<br />(CABAL PROTECTION PRODUCTS, I.I.C.•,
<br />-- /_- IL EC O INc
<br />I� BAm
<br />0.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE rW -Ci)RI •ATI w. W, aAm
<br />:.:. W'..,W'' y� 11.w. eIIWWNa A „r OP•'L R u•I• 20-1T5
<br />EXISTING WALL ANCHORS STALL K LONG ENOUGH TO PEACH 111E MAIN STRUCTURE 9EINTO SUCH s 6\ NAY OW m••aW .IP.9 WN)IN•TM.► FAb OW.)r-IMF
<br />ANCHORAGE SHALL BE AS MENTIONED M 8.1) AND N a2) SVIO *L N G- oR7.i a. a°WW w.
<br />/•Fe/11111111 \ PC R.IL/TlaN•1.IRr/0ME WN.TO, A ve W ± PE. 11 31101 I p IA
<br />CONCRETE
<br />(SEE SCHD
<br />SHEETS 9
<br />ALTERNATE CONCRETT_
<br />AwCNOR1
<br />(SEE SCHEDULE ON
<br />SFICFIS 9 THROUGH 10)
<br />INSTALLATION DETAILS FOR REGULAR PANEL
<br />INTO POURED CONCRETE OR CpOGSNTIGCRETE BLOCK STRUCTURES
<br />..,�_OR6RN6 ►OARED COMCREfE I ' b1E MNCRETI CM CONCRETE
<br />Ell I:OIICRETf tLOCIT
<br />'.,A REOU•TFD 4/.1�'I RCOLUTIEQ,
<br />. . ... L
<br />--It 1• Mm.
<br />PANEL LENGTH
<br />(SEE SC 4MKE
<br />ON SHEET 3)
<br />I l 507E
<br />1 Of 1.
<br />1 um
<br />M
<br />01, I a F 2MKM •DEW
<br />I
<br />I 1 1
<br />1/2' I
<br />`• _ /a'.1• NOI SOONER ,MAID
<br />-
<br />lIV MTaR1A OIL $am OR
<br />I @-to-,-to- 1/.1WM1. 9t YW w/ MR
<br />-_..KTLN
<br />1• Min. - • it ,/r a
<br />L10N
<br />pC1N,lwG- ED BLOC.. .
<br />692e ;r .L I -? MI(�:f
<br />E.D. - EDGE DISTANCE MOTE• FOR COMBINATION OF SECT1�1'15:
<br />(SEE SCHEDULE ON TOP I! BOTTOM MCRLINIsNGS CAN BE
<br />SHEETS 9 A 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />COMLTETE ANCHORS 1
<br />(SEE IS0E
<br />THROUGH
<br />G
<br />SHEETS 9 THROUWI 10) a
<br />n
<br />EXN5IRO POURED
<br />WNCRITE OR
<br />1.
<br />)
<br />e
<br />_ (
<br />Cacli L KOCK -. O
<br />REQUIRED
<br />/ r
<br />//i
<br />J
<br />1/7, 11/4•
<br />Mg. __.... ..I
<br />t
<br />CONCRETE ANCHORS 4 `..
<br />(SEE
<br />E.D %o ,
<br />SHEETS 6 THOUGH 10) %r ,
<br />111.�f 3/.
<br />.rr� •./:
<br />1
<br />I
<br />,
<br />EyE /r
<br />to
<br />It' - -..L_=:z.
<br />...._Y:.. -N V. w3wII.
<br />Lb +N:..+1
<br />R(1Er SCHEDULE I -'F'
<br />ON SHWSY 3)
<br />ANEL LEMON
<br />A ,/ I (SEE SCHEDULE
<br />I I 1 ON S14M 3)
<br />1
<br />If I r�D
<br />I 1
<br />[ A 1.%y
<br />✓j
<br />CONCRETE OR L :, CONCRETE soew 1 f
<br />1
<br />CONCRETE ANCHORS ,
<br />SIAOOEAED / "
<br />(SEE S:CNFDULS ON
<br />SHEETS 9 THROUGH 10)
<br />MIX
<br />I of *v
<br />MAX
<br />T
<br />11 I
<br />-73�/1i!•TY.Z
<br />WTI SEPONTA10
<br />W i
<br />1O GLASS
<br />Mn SCHEOLAO ;
<br />ON _
<br />1 _
<br />T .
<br />R
<br />I
<br />I
<br />I
<br />1
<br />�!
<br />EA yI
<br />'. ' I
<br />1 `L
<br />CONCRETE ANCHORS r / �3 I
<br />NC
<br />I (SCE SCIIEOIXF ON /!" ' )
<br />DGM 9 1111101101. 10) y
<br />W/O ONLY MEN soLm11 11
<br />Srr ARE a G�WT-N
<br />PIII EXISTING POURED CONCFW
<br />►ANELAATES W/ E
<br />'-
<br />ARE USED. REQUIRED. °`0Cc
<br />I, LF, .II:.J 4 a M • .1
<br />�! �N 1!�
<br />INSTALLABON DETAILS
<br />_.- _
<br />FOR REGULAR PANEL
<br />Q INTO WOOD
<br />11
<br />ALTV MTE LEG
<br />41.8' ire) E7115TN05 WOOD _
<br />- - -
<br />- --WIT M
<br />BEAM REOLIIRED. CTIIRAI
<br />ADEQUACY OF EXISTING WOOD r
<br />,
<br />TEAM TO K CCRTiFIEO NT OD . J EA. ,-
<br />REC197E11®
<br />y„
<br />I
<br />iNpNEER OR
<br />ARCHITECT PRIOR TO _11-. F r , j'
<br />4I�SjT,�
<br />ii V
<br />MSTALUTON. ,Slow ANCHORS
<br />-
<br />ALTERNATE WOOD ANCHORS....
<br />II t• YI -
<br />.
<br />1 I•
<br />/A .OI M/WwR MAD
<br />. ,� (4EE SCNE1)UlC ON
<br />(VIE SlTOEOULE ON , ._
<br />! -.ED �,-- .
<br />- TII40I' TIN TOP a
<br />SWEET n)
<br />a
<br />SWEET 11 )
<br />�" . 1/2' !
<br />Ile-1,
<br />ZAR,• RS w!. P FAR
<br />ITT t!t• oc !
<br />.. 1 MAx.
<br />WOOD 11EADEQ _
<br />,
<br />_
<br />_.1
<br />1 __1._.. -T
<br />lJ 1
<br />REQUIRED ,.
<br />I
<br />.. I I '.
<br />I I
<br />/ati-Io.1•
<br />OF • , Rn
<br />n.
<br />O1A54�
<br />lk '
<br />WOOD AINCIFpRS _ -
<br />1
<br />(SEE SC14EDVLE ON .
<br />Yw. i,',
<br />SrpN To
<br />.t
<br />1 6
<br />1 ,M>-2•.1•
<br />)-, �L�
<br />SCHEDULE I
<br />1 ON WET 3) 1 19. •pLll
<br />JOas
<br />1
<br />,.
<br />MM. 9tTAMTION 10 CUSS. I
<br />I.. - ./, ' i r MWL
<br />'
<br />C ISLE
<br />1
<br />SCHEDIAL ON SHEET 3) 1
<br />1.
<br />1/� q+� v Mo
<br />PANEL LENGTH
<br />TnWd 0-
<br />- _._ i,
<br />i
<br />n
<br />no (SEE SCHEDULE
<br />PANEL
<br />I _ _ -, .. -, (PEw.ED 'WE E%ISRM ,1C�
<br />EE
<br />-
<br />1°tMm o6iar-r'1 SHEET 3)
<br />1
<br />.-�. _._ �.. 1 ON SHEET 3) p 1
<br />_ -I- _.
<br />1...
<br />I
<br />I
<br />1 -
<br />1 I
<br />A.
<br />OF 1"
<br />MIX
<br />II
<br />1
<br />I_ I
<br />1 ( O 12 1/2 O.C.
<br />t0
<br />CEO
<br />_
<br />i..
<br />I
<br />AILME T I
<br />t
<br />1 2
<br />:=O i ..2.,
<br />A C.MINI
<br />NLif
<br />_ ..
<br />® W • . 1/4'
<br />9
<br />at.
<br />.____ _ __
<br />-8. W000
<br />rECK REOWMED
<br />2-A4• WIND PIA _y..
<br />II
<br />i' - ..._
<br />REOl1NED
<br />ANCHORSwowANCHORS
<br />lSEE SCHEDULE ON
<br />(SEE SGCOLR.0 ON _.._ _ 3/' '- -
<br />-
<br />9YC['F if)
<br />SHEZT T 1 . .� ..._.
<br />_n, .
<br />� -I..CEILINGA,W
<br />fiUWrING
<br />STALL 3/0- I'
<br />BUILD MOUNTING
<br />ALTMERNATWE
<br />MNNN WALE 3/8-1-
<br />�Ea A. tlwr
<br />%V�CEN.; •:`.
<br />NOTE FOR COMBINATION OF sEcI NC:
<br />1*.
<br />a * NO, 44167
<br />FLORIDA BUILDING CODE Non High Veloft HuMcon• Zone)
<br />1. INSTALLATION ARE ONLY VALID FOR MAW. A.S.D
<br />0r.
<br />NAP•p to INC.FP.
<br />fta0.
<br />T'OP R BOTTOM MOUNTINGS CAN BE pE5XN4 PRESSURE RATING (D-•.t) AND PANEL LENGTHS
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3
<br />WALLATION. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />24 GAGE GALVAWZED STEEL STORY PANEL
<br />STATE OF
<br />'' : 0:
<br />�A"' ."io _ V' �, .�
<br />f
<br />F _ -. - _ I L E C O IMaGLOBAL PROTECTION ��., LLC.
<br />IIRw er:
<br />O/D/IOtN
<br />TIME,
<br />DENSITY OF 0.55 OR EQUAL.
<br />6 ORAL F•
<br />.Wa S.W. at smw
<br />IPHIH1NY11..NL %
<br />.a 11� r ,Y/U �VW�m.
<br />A•H Pi 44,',N�w�,•I _"
<br />P, WA• R fit•
<br />(rs.)AeR-73.a AW: (NN)OWN.
<br />2Q-17S
<br />O MI,
<br />0t VIAL/ wwwrI Elows
<br />c •Im it w
<br />WOOP.MI w s. I P. P
<br />MOM
<br />WFNP
<br />$MITI ] IN 1•
<br />-11..
<br />N
<br />N
<br />.L
<br />cn
<br />N
<br />_ C6
<br />N
<br />�
<br />U
<br />cU
<br />O
<br />c
<br />-0
<br />O
<br />a)a
<br />C
<br />ca
<br />0
<br />-0
<br />a-
<br />.�
<br />U
<br />.T.
<br />cn
<br />0
<br />=
<br />U
<br />O
<br />�
<br />-0
<br />V
<br />Ln
<br />ja
<br />c
<br />0
<br />a
<br />�
<br />.L
<br />C
<br />0
<br />0
<br />0
<br />CO
<br />u-
<br />0
<br />>
<br />-
<br />_0
<br />E_=
<br />W
<br />Q
<br />0)
<br />cu
<br />.0
<br />so-
<br />.c
<br />/uj
<br />Vl
<br />a.
<br />Q
<br />2
<br />Q
<br />z
<br />z
<br />w
<br />J
<br />Er'!
<br />!V
<br />N 01,
<br />Go
<br />All -:Is-
<br />W ,
<br />ca ca 43 a c-_C=
<br />C CO C.7 N
<br />Q .0 CO ac:
<br />J •c LA- d
<br />N m G
<br />N y !V .0
<br />4
<br />ac E13 C7 T +. E`'1 Y
<br />3 .e °i
<br />d -
<br />y I'. --
<br />is
<br />N V rl
<br />3 m
<br />3 A-
<br />2 4(.3 m
<br />C G
<br />ISO
<br />w a s.3
<br />ITS E
<br />A A
<br />p, Na
<br />W
<br />4a)
<br />cu
<br />O
<br />CIO
<br />CL
<br />CL
<br />(1)
<br />-1
<br />:3
<br />cu
<br />p
<br />V
<br />w
<br />rr^
<br />V!
<br />"
<br />m
<br />LU
<br />Q
<br />Z
<br />Z
<br /><
<br />_J
<br />CL
<br />4
<br />SHEET NO.
<br />SH 13
<br />
|