|
OVUMRIIEALSU.00..E
<br />Ym.
<br />kwlwa, SEpAM �
<br />TO
<br />vA1p
<br />ro
<br />MYMtlP'(P,. r.) ._ -t
<br />I (SSW
<br />OIAS9
<br />OONDItgM
<br />SfCT�
<br />+96.0. -73.]
<br />70' OR 1tb5
<br />WLTED •
<br />+'. 7'. 3'. ,•W,
<br />ZYN a ]1
<br />+w.0. -TS.3
<br />_
<br />70' OR LESS
<br />2 7n'
<br />11DlTlD • -
<br />_ a' a .'11'
<br />IB'A9LRlED/FwOM ~ OFEP�iS • IN RIPAn At pIE11N a 40R OF PANES ,iTRIN
<br />. H
<br />�I
<br />�,
<br />M. ET •1 1• 1. .Il• wl Ill, DTI .!
<br />.i .NI
<br />1 . U. 1 .T.Em. �
<br />AS�ON
<br />PRESSURE
<br />RATING
<br />63
<br />MAXIMUM AIf,/10A2 eF'ACINO FOR E. 0 . 3 1/2' -
<br />/'/PUR:ML TO
<br />MIT L�DIM11AeT1a0M
<br />DI ,I,d
<br />V A 2- (TOP)
<br />MARAKIN PA1a
<br />LOW" %, OM.)
<br />TAFC"
<br />CAM -IN
<br />_
<br />mwcu z nMNt 0
<br />1'Af16WA7[ PLEA
<br />M c6NCKE
<br />To oonown
<br />To ocismax
<br />To LONLWEM[
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />1 N/A
<br />IT'
<br />3-
<br />To'
<br />3'
<br />S'
<br />4'
<br />S'
<br />4'
<br />1' BOTTOM)
<br />12'
<br />3-
<br />12'
<br />S'
<br />e'
<br />e'
<br />e'
<br />e•
<br />1• BOTTOM)
<br />1 ++
<br />6e,0, •-7O.J
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />M/A
<br />N/A
<br />--
<br />12 1/2•
<br />IT'
<br />--
<br />2' (BOTTOM)
<br />--
<br />70' ON LESS'
<br />7'
<br />N/A
<br />6 1/2•
<br />N/A
<br />4 1/T
<br />N/A
<br />4 I/2'
<br />N/A
<br />3' (TOP)
<br />,Y
<br />N/A
<br />12 .
<br />N/A
<br />I 9 1/2-
<br />N/A
<br />I 9 1/2'
<br />N/A
<br />N (BOTTOM)
<br />12'
<br />N/A
<br />17'
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />4' (TOP)
<br />12,
<br />8
<br />12•
<br />9 1/2'
<br />12'
<br />,1'
<br />t2'
<br />A. (BOTTOM)
<br />► LIMITED TO 66.0 p.tt. AS DESIGN PRESSURE RAT.1G.
<br />AEU SHUT 20 FOR ANCHORS TYK • SPADING FOR WVALUM" /00 WOOD
<br />FRAME
<br />6L%JM
<br />P44MUM ANCIIGA WW NM AND wwRM L'OK DSOMICE ARE PdGTED ON TINS
<br />SDICOLU. PM L D. Log TWA becAm ON SCIWAU REDUCE AVDIOR L/FCNO
<br />NY WLMYI/M SPICING .IOiWII OM 70m1A[ d /W fOLlDwwi FACIDMD FOR
<br />THIS OPOWON To K PONMKL REDIIC® lF.,tAM KRANm V9116 FACTOR 3NILLN
<br />IIOT K ILA TNW MNPWW VAEMO INAGTW TOR (AM ANL70O TYPE AT
<br />AMCIIOAf
<br />�O TEIB
<br />1/P.
<br />olPoex-
<br />-_I/41
<br />1F/�uH1e-
<br />I/4 W
<br />_ _
<br />_ Ile.
<br />_
<br />rnX-«
<br />_-. r IIaTF3I1 A.rYW P•)
<br />J
<br />J
<br />J
<br />4 .n
<br />W4411fMD dWAA III,)
<br />5
<br />)
<br />J
<br />J
<br />Iw tAWJ D1AM1N L a-)
<br />A
<br />) in -
<br />J (n
<br />•`
<br />WA BIL
<br />low
<br />g
<br />_�_,_.
<br />__. "
<br />-
<br />_
<br />r
<br />,DO
<br />I.wJ
<br />,
<br />.Aw
<br />I
<br />+ smoulles ,AM. DISTANCE BETWEEN BOTTOM OF PANEL i
<br />NO ® TO BE. 1/2•
<br />-7x
<br />U
<br />++ ACQUIRES FAIL DISTANCE KTwrEN 90r10w OF PANEL
<br />me® To K! 3/,6• J31I
<br />COMPONENTS FOR REGULAR LIFE SAFETY do E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-17
<br />__. __ --"L-------_ -._ ._ _.MAW (tOTN MOM) _. -
<br />2.187`' -
<br />.... _..._ __-.. L:. ta3 ,/N•P-9ASN•
<br />,2.300' ([PFCCTM M07H) ---- (..__ (:450"F- -,
<br />.750--,
<br />CL_
<br />__ -6 I/A (TY►-)__- _ _._._. .374�-•'� t9S OR.� IQ 1/YiOC
<br />.0
<br />- 1 ]SO - I )DO' � .169•+ � .Oe6
<br />--1.350'. - _.. 1.SS0 - � (MAY R wvmu)
<br />I,sw-
<br />_ _
<br />�' �_ ,
<br />aee jILL .200 !i TI
<br />3.]Y6- ,.67,• \t ' 1 t.s� •ee`'
<br />WIN m S i a " h 1
<br />HEMMED o L •'.%, - aI[
<br />xl..obO q4.
<br />EDGE ANfY Aeei 1YP. I .06N" 0; Y N
<br />�'BQLL 1
<br />.__"1
<br />OR" e0 M1NeUM NEMYED. I 4.ti5'
<br />_
<br />J
<br />0-60 ENV. ! - .. -.. ...
<br />EoOE i -.) ,23'
<br />0e4' 1.300
<br />- ORAA A IB ..I
<br />�(I
<br />QSTORY PANEL F__----------- --------_-- ]7s "_m+.) (Ins
<br />!. _ H .. _ - -
<br />-a .330' - L350• - DETA0. A -- - 2000• .... .
<br />FANELS SHIM . K NOTNAW ALWAYS -.- .- 2.mr -. .
<br />To FsBtw 1/1, !J2 RAIN HEADER (3 'FIN TRACK O ANOL.E WITH STUD
<br />Aop
<br />A L
<br />_� qMq11
<br />'�' O.ON' (Mn.)
<br />�i i
<br />nVKI.3 DUO UP , 6 GALVANIZED MEL
<br />'575, .,270
<br />IT/ IEAINIED EDGE `f � N ' ;• 19Nf1 •
<br />N 0.05'
<br />P.O.IW
<br />// I _ -
<br />.- 16 i IF 0.STS i(P(.( 0.450'1
<br />t. 1 _T/%
<br />!- )
<br />�' 407' ae4Y .eJn9e•
<br />1.-_ --1 OR'
<br />1 tom. P"4n b
<br />260 N/. VIEW DETAIL A _-1 ., r 1 O
<br />j, MARL .1]] `. U7r.
<br />1 .2F)107 ROUNDED CORNER 0 ENDS OF PANEL'S I . A.I..00' _
<br />J1.
<br />ENO LIP W/ HEMMED EDGE. 1. .. .643' .,25•
<br />(•--2.J70• - (N.T.S) . ,
<br />2.AW 1 I (���. f.OU of ►Mt
<br />3,750• mi' TTW,) -0 m. O KEY HOLE WASHER © KET HOLE AT PANEL
<br />072' ( ) N SIDS-H154 ALUM NCO,' -- . _.
<br />I I
<br />+ M 24' - . SEE 'SHEET 6 TOR ADDITIONAL
<br />I - ../1550•'- A, 3' LWATO" IF SLEEVE WHOM R 11•.
<br />.Oa1' O Aw►Ai�i1(ii yN I - _' Iw ! �Y01�,OR MSTNUTOMf MID
<br />1 ,,
<br />14I , :,75' MAX, L M 1 - W iy-
<br />1.12" _ _ f _.2 �• - Z.000• 3730'
<br />' 1 ,.DOD' a 64wa',
<br />,-„6 1 I ,xe
<br />- -2s/e•--- ",1
<br />O
<br />O ER ®'U" HEADER . 1_. 1
<br />7 REV. "H" HEAD
<br />E - - . .,.MIN. ro s M"--.
<br />- 4.Oo0'. -
<br />Sj��FEE�I�V��E'(��t : MAR(.
<br />O �M
<br />© 11 "'J" TRACK 1�? PANEL HAy1NGER
<br />3.oDo•- --.._. !%'a"iF'AuoY ,AAw-/MNNAI
<br />.574' I 364 40EP A• Tf(4l� Z4NANf�s1ORTA'
<br />... '''')))) I_.� .........• (USE - PAWL
<br />f _.,3i1' .II i -� t-�- ,470' _. 1275' 4'N. -I,_ ., i. IRS(.`-'•.,T SYSTEM) 6063-T6 AWM. ALLOY
<br />, f T
<br />_?�y--io No.44167 • FLORIDA BUILDING CODE Non High VelocityEEYnNOillle Zorn
<br />1.471' P }' I.Ib` .6e9-
<br />t,23" *. d, -.1 ® MN. O ® E' saaao ,W/Oa .A. 24 CAGE GALVANIZED STEEL STORM PANEL �
<br />Z000-N... T.F*v,t
<br />I M
<br />1.. ; i*�) 1.M,• I o5O-..: .q STATE OF
<br />. y'•,
<br />•-. 2.1100'- _ L_._L _.• --SEE SECTIONS--- _ _�' p . F i. •.'• a7M/2RP
<br />_' ''I" �`' 0 y I L E C O Uwe. PROTECTION PRODUCTS. LLC. mR
<br />41 9,W, 61 SMW
<br />�'
<br />.40
<br />5
<br />�! 4. Iv fw R P. 'A"P a4AR A ANP Data. FL 31H4 20- i 75
<br />BUILD -OUT "F�IR ALLIED -OUT "F` TRACK 1 i S WA411ERE0 MIINONUT 41 . MN� _ Nor twlw6 75n Felt, tw)Nw.6m 0-1P Nor
<br />® © © C -OMPIO "rM
<br />Cj C PE 9.Y/wIRMWL/Mi
<br />TRACK (ZAIAAt ]ALLOY) , Lug A TI LII .0 �E w• ,r"" man 2 A 16
<br />CONCRETE ANCIDgS
<br />(SEE BDEOULE ON .. .
<br />SHEETS 9 THROUGH rot
<br />EXISTM POURED. RE
<br />CONCRETE RCOUM ' ..
<br />ON
<br />O
<br />INSTALLATION DETAILS
<br />INTO POURED CONCRETE
<br />FOR REGU-R PANEL
<br />i1�
<br />STRUCTURES
<br />OR CONCRETE BLOCK
<br />ALTERNATE CONCRETE
<br />ANCHORS LOCATION
<br />-
<br />(SEE SCHEDULE ON
<br />EXISTING POURED wmmirn,
<br />SHEETS 9 THROUGH 10)
<br />EXISTING POLO" CONCRETE
<br />OR CONCRETE BLOCK -
<br />OR CONCRETE BLOCK
<br />REOtM=.
<br />REOUIRC).
<br />'•
<br />�LTOWTE LEG
<br />/ LoalttlN
<br />CONCRETE ANCHORS�•
<br />(SEE SCHEDULE On
<br />-, '
<br />SHEETS 9 ttNMIGH..
<br />C, OwLR WA
<br />w
<br />o � It' MICA.
<br />1 PANEL LENGTH
<br />, (SEE SCHEDULE
<br />i ON SKIT 3)
<br />(D SOIL
<br />OF %,
<br />MAX
<br />12 1/2" Or-
<br />- - I I _.1
<br />LxwnRNMG
<br />NbMcFrouuD ,, :^a >,� EDGE OF WALL Da sue
<br />REQUIRED �.. , (VET. CONDRON)
<br />EMS
<br />lI
<br />i}T
<br />N.4
<br />(SEt SOrt ANCHORS__
<br />'
<br />h4 . • Z :. F r
<br />Titiib:.
<br />I
<br />-
<br />_
<br />(4tN• AO TWfA •IDo
<br />.-ilI
<br />N __ U _
<br />MRaD ,01 sww at
<br />tn•-2o.1' 2.3 wi N ,AO
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON
<br />''
<br />J I/2•
<br />a 12 •n' ac
<br />_
<br />SHEETS 0 THROUGH 10)
<br />, -
<br />I
<br />1 •Y-La+' 1
<br />RAO WOL W
<br />-w
<br />ED
<br />/r'
<br />/J/ .
<br />i
<br />E
<br />• . yN' lu
<br />E0
<br />r
<br />f:
<br />® i
<br />'
<br />'
<br />O
<br />'f
<br />/
<br />1
<br />SLE
<br />( SIDEDUIE.
<br />TIDAL L. GLASS i
<br />ON
<br />11
<br />«/a,A w
<br />1�
<br />- .. SHEET 31.,
<br />,
<br />.,� -,}" ..
<br />A
<br />HIM f Wu
<br />191w1 DOI a.
<br />7•
<br />PANEL MIEHG1l1
<br />(SEE 9GIEOIAE
<br />_
<br />�.
<br />ON SHEET 3)
<br />O
<br />/:
<br />i
<br />at
<br />wa
<br />/ j
<br />41
<br />I
<br />A
<br />CONCRETE ANCHORS._..
<br />(SEE SCHEDULE ON
<br />SHUTS 9 THROUGH toy
<br />E.D. -EDGE DISTANCE NOTE FOR COUBMTION Qf v.Oj NS.
<br />(SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 a 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />'er
<br />I4�'-'o'iiFAO we
<br />PW P I/a• 06
<br />•�E�XrKMwc � D DGNCREIE
<br />-OR CONCRETE 8DU
<br />REOUM.
<br />ampiMnma
<br />SCALE 3/5-I'
<br />.
<br />ED
<br />I
<br />CONCRETE ANCHORS
<br />(SEL SCHEDULE ON _ {
<br />SHEETS 0 THROUGH I0) ,
<br />EXISTING POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />KOURM
<br />LD.
<br />Min.
<br />5[PA
<br />TO GLASS.
<br />ADON
<br />(SEE SCHEDULE
<br />1
<br />I ON SHEET 3)
<br />.�
<br />. (4)
<br />:.TIC.
<br />1
<br />1
<br />... - 1
<br />it'
<br />YEW.
<br />I
<br />PANE. LENGTH
<br />(SAL SCrEOMI
<br />IFOR
<br />ON SINEET
<br />SPACERS
<br />I 1
<br />a
<br />i, ♦-4IN1
<br />P,11a73 M
<br />ON SHLErs
<br />9 a 10 F
<br />1 aw� SPACER
<br />;f:
<br />I Ll3 I
<br />i 0
<br />I SOR
<br />PACERI Mo
<br />W 1.
<br />JOINT" 1
<br />I
<br />ri=
<br />1
<br />'--I-s ' -_. ' 1
<br />TI
<br />2 ,/B• UONO MAX N.UWNUY
<br />09
<br />SPACERS 0 6 1 N' O.C. VALID FOR
<br />ALL DESIGN AND PANEL
<br />LENGTHS PER SHEET 3.
<br />_ ,' MO. LONG MERMAN SPACERS •
<br />14 1/2' OC. (SET TAKE /, ON
<br />SHEETS 9 a lo.)
<br />iAJRA
<br />0
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000..E-Z HANG STORM PANEL (1)
<br />INTO EXISTING WOOD STRUCTURES
<br />i V••1 TAG Strews a E' 04 w/
<br />t/2' M. THREADED PENETRATION ( 7'M4' 1.OW
<br />1/•'. l/IG X'N6WS • t' O.G w/ 10 p113,.,G woaD NETHER
<br />40AIQ
<br />+ 112" M•. THREADED P[NE1MiIGN II 11 Mi fM ON FD:[
<br />w «wo ,*AMR
<br />Ernnvo RARE _
<br />4 C-1. /1411.3...5. ,I
<br />au no
<br />OF
<br />4 GPM. F
<br />4. ]Mi
<br />1
<br />l Y a u Ero Dr ',(
<br />0 7
<br />,{( f+ lei S I' , N'. LAc scAEPs • e• Oc. w/
<br />1:' . .:, , I +/•'.-2a3/,• TIIfT. , .I,� , r Yn /161rA0LD N'[M[TIM,ION
<br />1(SOL DETAIL. ''. / N '�' T t _ _ wit rEi'Ow a
<br />I -fl
<br />�M� I , I
<br />A
<br />7 W se' Ma lI
<br />Y TILW 1 1/4•P.
<br />to GLASS I I1150 w / aM3/3a• �CI1
<br />LVLRI bhMIP N
<br />R i
<br />t I Ip
<br />I j a
<br />P P f
<br />i A
<br />) 3
<br />I _
<br />i ( i' P
<br />I;
<br />. ,III 2 ' {$p.-Nair 1A VEANI
<br />IH srMm MIYAD[aLT iCLNNOETtAFD, i
<br />-_Ly (7jj
<br />2^•4•
<br />W4N Or MAT[ AY ]EA65 2000 OR
<br />WOW 4
<br />FtAI pH
<br />ON ILD01REQUID
<br />ON EDDY
<br />NxD I I -TO PANRMAR PINS+W/
<br />1 7 e• ,DO fKTRTIMiION a 2 •
<br />D
<br />rA
<br />Wn (21 2'N'
<br />ALTERNAM 2•'w
<br />fig R ON CoaHM6
<br />MT 0R1 ON [➢OE
<br />SCµE ,/4 -•'
<br />ALTERNATIVE 1IV
<br />SCALE 1/4'.1•
<br />,. NSINLAMNNS ME ONLY YNO FOR NUILDIWA WTIN ASD D[k�O A 10AO"
<br />UP TO +660. -75.3 Wt AMI PANEL'S LLNGIN UP TO 5'-10
<br />4 FOR NEW FRAME "U559R"ORIELEMBERS IO K Sq/rMERN
<br />uOi l..
<br />4=."r
<br />POI:No'LRWW%S,+ECFCOfMMiYOF
<br />ter,A5WTS ECFKLT WDf Y AR ® AT too AS
<br />WELL A3 PAIal
<br />LYA.RCYON TO TRACKS M Ai ea 0ASTO ONEIDDo OR 3000 IN6TALIAiIDN TYPE OH J .
<br />R
<br />)Loll ID1 ICI d ...•,N--.,
<br />10P B 19ND5 CAN BE CDM WlU N ANY
<br />"Wn
<br />ALTEBNAMC
<br />TOP mum WOO- s
<br />it10Y ,
<br />WAT to AN, 1KTALLAli011.
<br />RUDE 1/4' . I'
<br />NOTE
<br />L'ITO TRACKS NOT SHOWN NOR CLAWTT
<br />14M us. W/ 7/0• Iw.
<br />or LNRY& Y(TlFljcrt)M
<br />S/16' Nw. POP Ia.CT
<br />e ,10NI10•M OF eVEH
<br />MY, )
<br />PE
<br />TO MG WOaa NFADD
<br />--©C-1 e14M1• AMb
<br />VIA m TV' Q)
<br />(SEC xLOwyOfTAA 1/2a 11
<br />tHet[ a
<br />I
<br />M- d
<br />I,/.'4-3L,•3,�•- -
<br />( �,r G N�f �/
<br />LVDR OH:rbAP n
<br />- f -_._ " 1- . .l
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<br />I
<br />Rf dr
<br />7 Et N I
<br />I ,�11
<br />r/ I W ��
<br />7�(111'-I'- .V.' S YL'
<br />1Hi t i ' NA, fA WDDr)
<br />T/4'. LAG SCW.NS • Vol: w/ .�
<br />+ 'A Mn INPLADEO PENETRATION 1
<br />--- PLATE RE-QUIRWOOD
<br />DO MT
<br />.LOCO Itwm ITC
<br />ECOENG
<br />1/4•.:AG SCAM • A' O.L W/
<br />' 7' Wn. POWIMA➢L11
<br />+ / TIa{ HEAL
<br />4v_�'--,
<br />O 1EA0fA
<br />Pi1,]j Ywoc
<br />a ox-
<br />,4F1' Y
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<br />I LA CWO a'L QrN 1/a•
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<br />KM`O1 "I"A'" ,
<br />t,,
<br />2 'to, 4.
<br />-54PA -I-----
<br />MO uAST.
<br />1 y.2W, 4• W,
<br />EVERY' pLiR"LnP
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<br />I
<br />3 N eel
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<br />I 2 "Ott IAA EeeLO/t)
<br />t I
<br />I
<br />i
<br />/+'F 20.3..• M.S. NI/ 7n'M3/32'
<br />C,nl Ww9 NUT 117' aC
<br />'.
<br />. '
<br />(Y 2
<br />000 �„E I E01
<br />i /.'. 4AO WR MS a 6. O C IT/
<br />t Y W tmwAOED Pv4`TRwr*.
<br />0 , REM Dr MAST
<br />AT OR ON EM
<br />RUIL
<br />iffim
<br />TING
<br />ALTERNATIVE
<br />SCALE ,/A•.1'
<br />4"W
<br />RIDA BUILDING CODE (High VW(ocll Hu a* Zon
<br />20 GAGE GALVANIZED STEEL STORY PANELCRA,`, F
<br />,ORAL PROTECTION PRODUCTS, I.I.C. 07'
<br />IT
<br />.1PD 0.P IL6I "sm
<br />Ome. 3331.
<br />-04, (WO.AR-n.31 FA (Il.NN-$?ST 20-17e
<br />..CMIEDING 2/4 1/4. 3/4, 4/5, s/s a 6/5
<br />PAJJEI_r� PRESSURE WNFOULf DIMLY FOR MaULAR STORM 1 W/6, sW/G. 3W/7 A 4w/7
<br />S INSTALLATION INTO POURED CONCRETE, CONCRETE BLOCK A WOOD (t) _ ANCHORSHE (SEE to AII1) °" _
<br />3' MAX SHEETS 9, t0 aTt) ___ _ _ ___. - _ _ _ ._ _. 3' MAR
<br />SIM= PATH SM IYw/w[.MA...1O3 12MM PAMFI I CI) MMfl&MM A ' r MN.' - � MN,
<br />qLEAGN O o A
<br />AT To 911t 60TTON no WITH T6ACIC3 42- all- a h f�I a O O-O V ___ _ __-,_,-; Y`-.-A
<br />>xLTH TRACKS C2�oR(� w D.M.. 2, 3. 4, E -, , r- -r-r r i -r-rT • r-- r-r- 1-T-r-L r I r L
<br />D((,`T YfH)NTiD AT EACH LiFOO ,�•
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (M) 0
<br />MARMaIM Ai 0.
<br />Coma" a wow
<br />PRESSURE RATING
<br />NbTALLATIONS t
<br />1. r + w -
<br />(P ) ( )
<br />b V
<br />SAO
<br />TA -0•
<br />IE4-
<br />J A0
<br />_
<br />I I W
<br />70•-a'
<br />__
<br />_
<br />e-4'
<br />400
<br />70 F•
<br />450-
<br />a e -
<br />_
<br />6 -D'
<br />_
<br />__- Mo
<br />I N
<br />• 4'_
<br />aao
<br />s r
<br />1 3
<br />a -o
<br />7' T
<br />000
<br />__
<br />910 -
<br />/ D
<br />7 -1
<br />"4J
<br />7-0_
<br />7AO
<br />- -,-
<br />TSD
<br />7 a
<br />_
<br />9 to
<br />Sao
<br />7 j
<br />7 -0
<br />r T
<br />6 8
<br />.�..
<br />_650
<br />- 900
<br />a o-
<br />-
<br />-e z�
<br />O30 ____.1s.4e,
<br />e_0. -
<br />r.
<br />165.0 __
<br />_.e_-3•
<br />a,-P•
<br />Do.o
<br />-
<br />- a-r
<br />_Iran
<br />-
<br />3_-e'
<br />- 719.1
<br />- a'-S'
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) 0
<br />MA111MW AS.Q.
<br />OEM
<br />P$tTssm RA"4
<br />(P. 1.) �a-
<br />( )1 )
<br />v
<br />mmam a WOOD
<br />NSTIALIATGNS 1
<br />L+
<br />M
<br />AD -
<br />121-f0•
<br />ll'-r
<br />30o
<br />it
<br />Fo'-r
<br />SSO
<br />10'-ro•
<br />a'-s'
<br />IRO
<br />9'-9•
<br />a'-2•
<br />30D -
<br />e'-7'
<br />9•-Z
<br />510
<br />•00
<br />_ e'-3•
<br />I'-0•
<br />T-a_
<br />- 7'-a'
<br />,Y3.0
<br />70.0 _.._
<br />1.40
<br />_i S. "
<br />T_--1•
<br />'0._10,
<br />7S0
<br />7'-L'
<br />ee
<br />90.E
<br />s=a'-
<br />9•-1•
<br />_
<br />r0D0 _
<br />ILYo
<br />I IAo
<br />e.-J
<br />9 _�
<br />-
<br />a T
<br />a 4
<br />a'-1'
<br />-Ira.O
<br />- _
<br />.•-10
<br />4'-0;-.
<br />I19.6
<br />MAYIYIN
<br />PANEL UM
<br />MINIMUM SEPARATION 10 GLASS SCHEDULE
<br />woo SPEED 4 170 IP.I.h
<br />WIND SPEED > 170 -0.0
<br />(in)
<br />UNRESTRAINED
<br />R[51WAM
<br />11H/RSIWMkD
<br />RE57RNNE0
<br />30 OR LESS
<br />1'
<br />1"
<br />/•
<br />6 1/4-
<br />>33 TO 90
<br />I.
<br />1'
<br />7 I/2'
<br />7 1/2•
<br />>00 To I45
<br />I.
<br />1•
<br />7 I/Y
<br />i 1/2'
<br />.._♦ rnn A!\KV .AA11 U4T.►1A] / _PiI'nA
<br />wrm�TOP
<br />DOOM
<br />MOUNT
<br />T' U'
<br />HEADER HEADER
<br />' SSTU D
<br />MOLE
<br />1.
<br />TRACK
<br />N
<br />WmL
<br />M A
<br />-FT/91I7[_
<br />DIRECT WOW
<br />1. 32'
<br />1.
<br />53•
<br />6r
<br />_
<br />so, 11
<br />4
<br />I.S-XI V STUD ANGLE
<br />w34'
<br />32•
<br />39' -
<br />.2',..._
<br />ie'
<br />30'
<br />3
<br />r lwc c
<br />1.
<br />1. Sr
<br />1.
<br />e7'
<br />1.
<br />so.
<br />1
<br />,I ANGLE
<br />_
<br />• SO•
<br />34' 32Y
<br />-
<br />39'
<br />e0'
<br />-w.
<br />S0•
<br />5r
<br />1
<br />50'
<br />--'.3j. -' ---
<br />�.
<br />,"-
<br />W
<br />®®°r® I 1 i
<br />°` 4
<br />u
<br />AP
<br />Is
<br />i
<br />i �
<br />_I
<br />- ___ _ .'.Z._ . 1_ _ 3 11 �_1 i1 _L1
<br />„ _ "', -
<br />- T.. _ - , ) -.. ,
<br />f ) d -
<br />I -_�i li d-, I f
<br />-ILI�
<br />I
<br />ll r
<br />I 1 � -
<br />i I {4 t
<br />i
<br />i
<br />TIED ANeLs w ar-zDX
<br />PAN � 4 I '(SEE SEC PANELS
<br />I -
<br />I !�I I{j. �L
<br />(SEC SERMONS AS I I I I IS.S. M.S BOLT w/ A�7�0 EA OICRUP
<br />APPLLC/w2) ; I , • (SEE SECTIONS AS APPLICAKEI
<br />I! iI' I I;fiI I�I,�111.1111 �
<br />lid ; ;`,� i1 �;�� ii ii l i�i W
<br />iI (i I I Ll-
<br />I lliD.M..Q3 .®. _ j . l -- I-i
<br />- .. - - --
<br />e o 0
<br />®OF@ _ MAR _I L .. S'AIAR
<br />MN 1 2/4 1 /4. 3/4. 4/5, 5/5 a 6/5 1' MN
<br />1W/6. 2W/6, 3W/7 a 4W/7
<br />._..__.,_.-ANCHORS (SEE SCHEDULE ON SHEETS S. 10 A11 S. � .-'
<br />REGULAR 51ORM PANEL (11) ELEVATION
<br />2.eB7' N.I.S. I/4' MTM. GOP
<br />MAX. GAP -r-,-, SECTION A -A T'1
<br />T N.Ts.
<br />0011101.
<br />(1) L+- MARION ALLOWABLE PARR. LEkWN FOR A CM31 P WMM ASA COMM LOAD.
<br />l MAX ALLOWABLE LENGTH FOR A GIVEN NEGATIVEALD. OFTAN LOAD.
<br />(2) roomulm To Woo" MIOOMAt PA1f1 Li]NOn!
<br />ONEN A POSITIVE AID. DES" LOTH. Cfnlr4NE M4DAWM PANEL LLNDM *L" ROOM SCAIm1AE.
<br />OWN A 010047M ALSO. DESIGN LOAD, Dt7M NC MAXIMUM RWU UMN 'L-' FROM 11041O AX
<br />F04AL MAMUM ALLOWABLE PAIL LDWH S E'GIAL TO DE IRMO MOWW'= PAMM LENGTH
<br />BEIWIW T.+' AM 1-'.
<br />(A) LEE SCHEDULE Bao'M FOR MN. PAiI L04 M FOR POROSITY OUALHXATIOM.
<br />r W9TAUATO O ODIC W000 ARE t*M TO F IS 0.6.1 MAX ALSO. DESIGN PRESSURE ---
<br />A%1*711p76 9. la It 11 MR MAX. A3.O. DESIGN LOADS At MAX PANG. LEMM FOR
<br />o 1 . 4416j '1 Two'° 1wtlxa 1c- 24 DA6Y CALVANl2E0 STEEL STORM ►ANCL oAW'N BY
<br />' 7 c. -, H/LFnw6
<br />I% HATE OF * `° - I L E C O /RIG. 9AL PROTECTION PRODUCTS, LLC. „A t
<br />10-". I 4 _7 _ a .NlPO 6a 5, WaelT
<br />',�6 . ORIO fG //�O•Rv . r. a. r .ram %."' MAIL Iti, wH 20-175
<br />•M.S/ AIiE'•••�\ w"i. DWp r ^Cot- F,01W: (fUM�IWM. TAX GMRw•MI ORWM III
<br />INSTALL&TION DETAILS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES
<br />. �, SEPAMTION O
<br />Eli wow ANCHORS r'. - ro (LASS.
<br />' ,tI I r (SEE ECNEDULE ' ,HY-A,.
<br />- .:'-TsLE SCHEDULE DY tn-P-aN1• 1 1 �4N.�{/�p
<br />SHEET 11) - ¢,6.E,{X ,4D emn ; -91E1T 7J i ...qj_._-.
<br />r lP
<br />III L00N a0H T•
<br />_ N -1 iI - ._..__ ` ) 1 Y' MAIM
<br />Wotltl HfiRDER i • 1 1/.• ac ♦ I et Ewa
<br />I I I
<br />PANEL LENGTH
<br />REQUIRED -' t - ( aCMEDtLL ON '"_' '. �5116G.,�-' _A _- -- I_WE SCREOLRLi/4, - ,c... ._.. r....♦'- _ Dt1 SH[E1I�FOR1.. 1Nx SHIER 71) '�' 'I' ��71"
<br />(T�i-T r .� SPACER
<br />SPACER :
<br />- 1 H. I �.:/ MAR.
<br />'I ;' 2''. I, I 1 - - LINGIN
<br />I HEADER. - 2. `I., : I i Co'
<br />Mn. S .::.-
<br />I, 1 '._ 1!il, - I '. W. ' W I _ ____ 1
<br />I •' II i F 1� E0. .+ ....
<br />r-� 1 t' MAX. LONG ALUMINUM SPACERS 0 12 1/2'
<br />I I .' ,_.®O.C. (SEE TAOLE 11 ON SHEET 11.)
<br />( MK. i I I i I I SEE Non " WLOw FOR UMRATIOMS FOR
<br />SEPARA110N 1 v MAX, I I V MAR, �I
<br />74�-� TO DIASS. 1 O PANEL LEHOM J • _-_ I__ PANEL ON SH[CICi 7)N ., :, 1%2- LONG SLEEVES.
<br />• (SILL SCHEDULE I (SEE SCHEDULE 1 ..: I (SEE 5'CN6TMKF `: f' .._PAEL MATE FEMALE 0 OR PAr1El WIT
<br />/ ON SHELL 3J i ,/Ati-3p.• 1 PLUMS (SET SCHEDULE ON SHEET II)
<br />ON SHEET 3)
<br />I vil ... , Et Lan w ' I I
<br />E0SIRIU ( A I LMIMH a4D 1_n ERISTMO _l f0 GLASS. i 7'14' Ww0
<br />GLASS -N - 1 - I GLASS---4 SCHEDULE 3) PLATE ITF3MHNED
<br />1 i = ON SHEET 3) i-Cl) Q16ES7 MOUNT W/ SPACER ii1
<br />* I ALTERNArnE 2W'
<br />1 I 1} `! , - ']-.5A SCALE 3/8.1•
<br />1 I C 1 SEE TABLE /1 ON SHEET tl FOR MAX. PANEL LENGTHS a
<br />' i O, 1 /q ' • ,2 M/7' O.G. MAR. A .O DESIGN LOADS FOR THIS INSTALLATION.
<br />1 �a, MAX. , i
<br />7- 7
<br />1 _ I t L '. _-....._--_._____._.__
<br />EM „ _ 1 _. .. -.-. - - - - - 11w00D ANCHORS I 7EG* I
<br />1. t I' L _( SfAG0ExRE0HmuE/ ON W1N001 u HAY K , !/Y IaRA I:
<br />I I) �%�\ _--^--, SHEET 11) V), MMLAIGN 4 UM1D 10 A uw SIM MIaP= OWN tF-0•
<br />2'.4' WOOD v *llllilr I I Ma IaAI ROOF IIOaHR (M1w O A JOIACtwI rWRM ANY
<br />PLATE REQUIRED - WOOD ANCHORS I NRMa9IG IwkNT dl�lR7 NWOIOA1p! rW J41wT It).
<br />�� ... STAGGERED W/ STUD 'AN It$a" 3 SEPARATION rolYDUaID ,W ' .. i" PLATE REQUIRED P) fNp10R DONE WIN WHIPJXOIR WA D�HA1Npp !WE IONNt 0 ON (SEE SCHEDULE ON LORD AStHa IDY,OWP10 OOMDIiIaIA .K _.____ . • Nllq! IIAI MOW} 9MNA K SHOED IIARWAA A 9 1/P GC.
<br />'. '� SHEET I1) DINO= AW,e I "1RKA 103MCTW M M t2 ,/r AO IPwLXNa AtLdwRl aN
<br />(1) WIV" ASO 0E9DA PNawUMM
<br />MWM w +60, -N Pal. i lA MAW. 34 INK PAML U kIM a LUM ro MI' A An CPU"
<br />' W, , V 0 A mcsn nm F710M L~ Pon lsm" HEROIN W _ .' .: ._ I (2) w RaAM Ewa LEMON a �ONir.Y+ SECT 110UNT i ILA Ac Sww ,I)
<br />ON
<br />WALL �Qj1NTNNG (2) atIMAA vwa NmALATIGN f DAY (')'BRIT ''KPAWN='MW OrrII��/2r• WPM SA PA SHALL K AS PRI WILY
<br />ALTERNATIVE 1 W I IMa .N DKAA waoo ,4 , SCALE 3n-1- I WWA fat Wwo xm ,, 2 AA I AN OUPW N AM
<br />IN ANp T10 2N0 pI,I E1M0.1) a IHe Ra1MA
<br />SCALE 3/9.1• I w minkupon ..AA any FOR w10 ---'- PAOM am
<br />IZDIa 1. 2 a 3 AM ARYL Ilq
<br />-+ -) Ea A: Ts4 .e FLORIDA BUILDING CODE Non Nt
<br />JJ4TE5: ; '' CEN h Wlod NuFfIOIGrn Zone
<br />1 INSTALLATION ARE ONLY VALID FOR MAX, A.S.D. . NO. 4416I I Memo %XM NU. 24 GAGE GALVANIZED SM STORY PANEL FA.
<br />DESIGN PRESSURE RATING (P•/.f) AND PANEL LENGTHS i *, * * oMWM en
<br />TOP A BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR _ �R R/2T/INO
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') %'�IL'.% STATE G _ 1 IL E C O INc. GLOBAL PROTECTION PRODUCTS, LLC. ytE,
<br />TELL •c •. F(ORIO►''?' -----' FPw W.P. 51 21wn
<br />2. FOR NEW WOOD FRANC CONSTRUCTION! WOOD eo,u. ..2W R h: .= n 3w. euE. FL =11 . 20-175
<br />Rio.. n.R m-14W . ti , nIa P,-1N1 PM1e, (FNNw-IM. FAI: (w4Mw-N//
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC `Sl--""••N-.I..w..,a..
<br />DENSITY OF 0.55 OR EQUAL. NAIn R GA- 16 "'I ""
<br />IMUw a no A- NE ; e l I.
<br />GENERAL mew NOTES arn9 a tF2 Nun newt UNM (c) LD-LAISDNQ._L19�-iHk-2F X ORA,6FY_ c-_ASS..I j
<br />,. STORM PALACE SHOWS ON T11S PRODUCT NµAUA11ON DOQMENt (PEA.) HAS EREN VEREIEO FOR COMPLIANCE IN ACCORDANCE - 1/Ay TAPCON ANCHORS, AS M~AC1URED BY Ov 9UILOEA, INC
<br />WITH THE 2020 (7th EDITION) Or THE FLORIDA BMW, CODE IM STORM PANEL SHALL NOT K INSTALLED AT HIGH - it4-10 PMYLMAIE FEMALE 10 AND PANIEMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION "Mum
<br />VELOCITY Ml1RMCANE ZONES (MWR-a4m / BROWARO COUNr1E5). - 1/IY LAIC SCREWS POt N.OS
<br />8� A
<br />609 OF iNC ABOVE MENTIONED C01 - 1 1 •.. AS MBUi BY l i S f6'w T SPECIALTY CO
<br />N WI L 0 N , E. FDA BASIC WIND MSIC WIND LOADS
<br />DETERMINED A1. e 5 •WOOD 61IRIIWNG. 0.5E ED AL POINT C BOL tr PECIA
<br />/ n
<br />BY THE UUR WHERE STOI4 PANEL WILL BE Nb7ALLfD, AND OR D9KCTNRlN1TY OR
<br />BY E STORM P 1 t' A HALT
<br />REQUIRED ISDKTI➢W
<br />SD-0-
<br />r T
<br />-1 X H S TIED ON SHEETS , , 1 T PANEL ND'•
<br />5, SING
<br />USING AS7. F 6 AM SHALL NO EXCEED C MAXIMUM Ab D. DESIGN PRESSOR[ RA17N0 N101CA C YMMUY THp(ME0 R'ENLTRAY10h MNtO WOW O TAPCON A/NC/ORS 7 AND 2 tR RCO MATE THUS
<br />( ) ) SINLL 0< /
<br />'
<br />TH
<br />1 1 1 r a 3. 9 TWILL 1 a 7, a AND IAw[WNE L,4NE
<br />IN ORDER 70 tE,WM THE ABOVE CONDITION, ULTIMATE DESIGN WINO EMITS 15CTiiaLINED PER A$CL 7-te SHALL BE FIRST
<br />REDUCED TO AS.O. DESIGN PRESSURE RATING BY MULTIPLYING THEY BY 0.6 w ORDER TO COMPARE THESE W/ MAX. US D) C2) MINIMUM THREADED PENETRATOR OF LAC SCREW, INTO THE WOOD FRAME UNIT SMALL K 1 1/2- NO TW""
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 14RU 12 a 17. 18 PENETRATION N10 SIUCM SHALL BE CONSIDERED AS PART OF THE REOURM TNRCAOm PENCTIATTON
<br />IN ORDER ro VERIFY IWti ANCHORS ON THIS P.EO AS TESTED WOE NOT OVER SIRlSSEC, A 33W •+CREASE w NS OwAKk
<br />SIRLC6 FOR WIND LOADS MKS A21 USED IN THEIR ANALYSIS. FASTEMERS SPACING TO WOOD HAS 91m DETERMINED IN C.3) MRgNHM E'OOC ILSTANCE Of LAG SCREWS, INTO WOW SMALL BE AS NOOATEQ IN TIIK DRAMNG
<br />AOCOROANCf MUM N.O.S. 201 ►.
<br />STOMA PANELS ADCQUACY FOR IMPACT AID WIND RESISTANCE ALAS BEEN VERYED IN ACCORDANCE WITH SECTION 1609.1.2 OF C.4) MINIMUM RNFIR1ATION OF WOOD BUSHING SHALL BE 5/6' 1/4' 0-20 SCREWS USED SIMI BE 1 1/2• LONG MINIMUM
<br />iflC ABOVE MENTIONED COME AS PERAM[MCAR TEST DAB O SOUTH FLORIDA rEpplfTS'06,4.01_O, AND 1021202-Oe. AS SHOULD STUCCO L'X4T, AND t' LNWMIIM FOR WN15 MM NO bilCGO,
<br />PER SM 12-99 a ASTM C 330-02 STANDARDS, AND AMERICAN TESTING DAB SOUTH FLORIN REPORT 11123.01-iO AS PER CIS) IN CAW THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOOMS BE FOUND ON THE CASTING
<br />AND TAS-iO3 PROTOCOLS, NO A5 PER CALCULATIONS PF.RFOPoAE'U IN ACC(rf1OWGE W/ SECTION ,6M OF THE
<br />IORIOA, WALL. ANCHORS SHµL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />fLOMM g1111,OWG CODE
<br />ANCHORAGE SHN.I BE AS MENTIONED IN C 1). C2) a C.4)
<br />2 ALL. A.UMRN IRA EXiRl1TiGN5 10 K bO53-16 ALLEY AID HEADIER (UNUfSS OTHERWISE NOTED) SEC SINFeT 2 to) ANCHORS SHALL BE INSTALLED FOLLOWING ALL O 114F. RECOMMAFMCMIMS AND SPEVFK:ATMNS tN THC ANCHOR'S MANUFACTURER
<br />5 ALL ALUMINUM SHEET METAL USED AT UMURFS SHALL HAVE 310E--H14 ALLOY a PANELS MAY ALSO BE INSTALLED NORCONTALLY FOUDW04G INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEE71; 4
<br />4. ALL 51EEL SHEET METµ PANELS S,IALI HAVE STRUCTURAL OVAltrY STEEL. AStM A_6S3 GRAM 60 MINIMVY, G-MD GALVAMZEO iA1RUx:H 5) EXCEPT THAT NVAOCRS®a0 SMALL NOT RE USED.
<br />STEEL UESIONAIION W/FY- 92.2 AW (ALTER ROLLED). 9. IT SOW. 9r 'TIR RESPONSIOUTY OF THE CONTRACTOR FO VERIFY THE SOUNDNESS OE THE STRUCTURE WHERE SHUITIO IS TO BE
<br />95. ALL SCREWS TO 6C STAINLESS STEEL. 304 OR $is NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER PN ACNE'0 TO INSURE PgooER ANCHORAGE MR SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR wow FRAME
<br />LDwcs.
<br />SW16 W/ 10 A.l YIELL. SIRkNGTHI AIO 90 ALAI TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING tX7DC SECTION
<br />2a11 33.4 ID EACH RECA STORM PANEI WM4 LENGTHS OVER DO•. AS PER SECTIONS 1, 2, A, 5, 6 AND µ='"VM IW, 3W A 411 ON
<br />9HCETS A, 5, 6 A '! RfSPECTNEIY: 9NAL1 NAVE A LEGIBLE AND READILY NSOLE AIAMWG NNSTRUCIMIG OWNER OR 1EAIANT TO
<br />5 MOLTS To BE ASTM A-307 GALVANIZED STEEL OR AIS, 304 SERIES STAINLESS SIM, WITMt 36 Aa MINIMUM YIELD STREMOM. SECURE PANELS WITH APPUCAKE REINFORCEMENT DURING PCMM Or HURRICANE WARN"
<br />7 ANCHORS TO WALL $NAIL BE AS FOLLOWS, I I THE INSTALLATION CONTRACTOR 15 TO SEAL./CAULK ALL SHWTILIR COMPONENT EDGES MACH REMAIN IN CtNRNUWS CONTACT WITH
<br />THE BUILDING CO PREVENT WIND/RAIN INTRUSION
<br />(A) TQ_LARTING_FQURD_ClN2=
<br />- 1/4'. TAPCON ANCHORS AS MUUFACTIRED BY ItW BWLOER, HNC (M:n. Fc••3192 P-) ,2 STUIW PANEL IN5TNIATON SHALL COMPLY MIN SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND CONING REGULAT10M5
<br />- I/1' .. 7/6• CALK-w ANCHOR3. AS MANUFACIVRED 01 1$WALI PIC PROVIDED BY i1E 11RSD,GTpv WHERE PERMIT 15 APPLIED T0.
<br />_ ,104E Y 3/4- SOLO -SET ANCHORS. NL4 DIStMB11tED BY N1 I,dM SCRF.IM, BOIL a SPEWLTY CO.
<br />K
<br />(Mt'A-3000 P.A..)) 13 (R TINS PRODUCT EVNJMTON DUMCNT (PEG) PREPARED BF THIS ENGINEER GENERIC AMC DOES NOT PROVIDE WRIMTION
<br />tn
<br />FOR A SITE SPECIFIC PRO EC!W
<br />- III-IO PANELMATF FEMALE 0 a PANELMATE PLUS ANCHORS, AS MANUFACTURED By ELCO MASIRUCTWN POOUCMS. ; i.s. WHERE TIE SITE CONDITIONS DEVIATE FROM THE P E 0
<br />- 1/4.0 ZAMAC NALIN ANCHORS, AS MANUFACTURED BY DLWWLI,'NC. (b) CONTRACTOR TO K RCSPONSOi FCR THE SELECTION, PURCHASE AND INSTALLATION MCILEA1G LIE SAFETY OF THIS PRODUCT
<br />ON THIS PE.O. PROVIDED NE/SNE DOES NOT DELMTE rROY INC CONDITIONS UTALE➢ ON THIS DOCUMENT
<br />A 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POWER COOTRETC SHALL Of 3 4•, 2' FOR E.LCD PARELMATE AND CONSTRUCTION
<br />/ CONSTRUCTION SAFETY AT SITE 15 TALC CONtWrDR'S RESPONNSOWR
<br />, ],/4' FOR ZAMAC NNLN ANCHORS
<br />W Tw5 PRODUCT ryN UARON DOCUMENT WILL BE CONSIDERED NVAUD IF MODIFIED
<br />A2) CNX-IN a SOLID -SEC ANCHORS SHA[t R EM13EDDFD 7/6' INTO THE ROURW CONICATIF NO EMBEOMEM INTO
<br />SIUUY:O SfMll. BE PERMRTE[,. 1/a' .-20 SCREWS ,15£O S1NAl1 K I 1/2' LONG MINIMUM SHOULD STUCCO EG57, (a) SITE SPk-GRID ITf0.1ECT5 5W4L BE PREPARED BY A FLORIN NFA]S'IERCD ENGNEFN l7R ARp1TiEC1 WINCH NIA. BFH.OYC )Nf
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<br />PROPER THE PIE ENGINES RECORD, 71E
<br />So *111 WINC NAYS USE OF 0 OF ACTINIC AS A DELEGATEDF7KANEER TO
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<br />- TIC . TAPCON ANCHORS AS MANUfACiWIEp BY 1 1 W PUW1)Ex, INC. PARR 5144TTEA IN ACCORDANCE WITH SECTION 170992 OF FLORIDABUILDING CODE ONE LABEL
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