°MAXIMUM "a.�P{'�"'
<br />M1AtAUY RABBI CAT
<br />12
<br />LY al'�N
<br />M" '°
<br />7r OR LESS
<br />9/Ir
<br />{CITED •
<br />1•. r, a•.
<br />2w•31
<br />.06A -75]
<br />70• on MI6
<br />: 7n
<br />BOLTED •
<br />4' • OW
<br />• BOLTED Wr/ t 4To Y.•20.3/;,11�AS M t W**hW AT OIOW6 ADS OF PANEL LENGTH
<br />-,Xr, a - I .Ilr • 71 -.71 tl , ,MI U
<br />AAA
<br />MAIHIY AlV AM SPOW Fa L 0.. 3 I1r '•
<br />A P UUW to
<br />DrIwA/naI
<br />IS, MIDI
<br />LDIGTH 1prJ
<br />(.
<br />1tIP00115I
<br />rxK-lt
<br />rwoMAt rewE B
<br />►wawa[ rLlw
<br />To coic" T[
<br />To emown
<br />OMMIW
<br />t0 ODHcmm
<br />To CCPIG.IM
<br />11LOOK
<br />m ..... T[
<br />am
<br />66.0, -75.3
<br />12•
<br />N/A
<br />12•
<br />N/A
<br />12•
<br />N/A
<br />12*
<br />N/A
<br />1' B 2- (TOP)
<br />70' OR LEA
<br />it,
<br />YP
<br />10•
<br />3•
<br />S'
<br />!'
<br />S•
<br />4'
<br />' )
<br />12'
<br />31
<br />12"
<br />51
<br />{•
<br />e'
<br />9'
<br />d
<br />, BOTTOM)
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2'
<br />1r
<br />Z' (dorm)
<br />H/A
<br />a 1/7•
<br />N/A
<br />1/2'
<br />N
<br />4 '
<br />1/2
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />11/2'
<br />N/A
<br />{ 1/2•
<br />N/A
<br />3' (BOTTOM)
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />4- (TOP)
<br />1Y
<br />{•
<br />12'
<br />9 t/Y
<br />tY
<br />11'
<br />12'
<br />1r
<br />1' (80TfOM)
<br />• Lt1erM 10 MO W. A.S& DOM rIRESAIN[ M»w.
<br />•fw MNo w FOIL ANCHORS TYPE A VACM FOR RdMUAT,OW INTO WOOD
<br />Fw1N Asaw
<br />hOR M NOW WWOM MO U MIM Mw DOM = AN ROOM ON THIS
<br />FIN LL Lm THIN OOOATM ON 904MAE NDMK9 no" 9AION{
<br />/F MMIKVIM ALMOND sea ON Sam" INFO THE FOLLMM FACMW ES
<br />THISIC OPOWON TO SE PCMKL rEMW SACM OWAWM IWO FACTOR SAVA
<br />WT w L1 IIMr WOMAN WACRES norm NM UAMMIw TYPE a
<br />ANMIORt
<br />1/41A
<br />1 1/4'N
<br />_t/P•
<br />07X-AI
<br />1AOI1
<br />Am. maw Done SAS
<br />3
<br />3
<br />3
<br />2 1/2
<br />wrArrAAM OarwY OIV
<br />r+WWu arNM BI• rU
<br />3
<br />3
<br />)
<br />7
<br />J
<br />3 ly
<br />3 In
<br />=a rA sm mmmIBa■
<br />r
<br />Im IAD f
<br />71
<br />lm Im
<br />va
<br />+ POWM Ma. OKTAN E SEt*M BOTTOM Or PANEL
<br />MD ® To SL yr
<br />I
<br />I
<br />++ IKmvs MAo LwWC[ 9 ram sMRToM OF PANEL
<br />AID ® to BE: 3/le 3/lN•
<br />MAW.
<br />NYR afte
<br />COMPONENTS FOR REGULAR UFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-17
<br />f6.IW-------^ - Ller- -- ��� w.1/� ----- - / `\r , zso IOOu Les' - +asY I.t' RI,cTEo
<br />.12.900' ([FFLC,IWE WIDTH}-._.____._ 1 •'r'�"VO MIRE • 6 1/4•
<br />.gip -4y,- w • i5 I/r O.C.
<br />• , �-, t -1 r---- r_,.300'--i j,.500' 1 1 i 1 t0' I OMN w AEVWAW)
<br />U AM',
<br />•I _ . oat4• rII THNMc 6 b 3.3ie' t.e71• - 1..-rm�- �c
<br />T CODE CAM ABU TYP. 2 ( i' LODE tAir -. J
<br />i ORACC w HtfYM1M I 2.125'
<br />C-w GALY. � EOOE .-+
<br />LOBS' 1.SOO'--)�) )
<br />STORM PALL ---------"--------- 3n- )
<br />+-�-
<br />1.]w' - t 3sC- OCTAL A L000•
<br />MHEI.f AWL IS espum AIIWIW L_.._. _2y7•__.
<br />AT DMM O AT LOT 90 NOR ar PANEL 2 'AHM HEADER 3 'F" TRACK O 7iFR O 4 A1101F WITH STUD
<br />MARRY END LP �,t,. 1 aF iiN�n OA0.021• SiEEI
<br />W/ NEIBAlD EDSE 3( PANEL •
<br />saw• i
<br />J 0.]7S' 0.26r•
<br />- - a.:w r(... ISOMETRIC VIEW DETAIL A 'T- :ie7T 270• -wn OR
<br />1 HOUNDED COIINEII • [NOS OF PANEL'S Ab, JAI• -1
<br />.37e'. _--I ENO UP W/ HEMMED COOL (. 62S{ .42s•.
<br />2.500, ( m i wrMa �/�i!
<br />ar oer ---�- ®KEY HOLE WASHER
<br />3.700• 75G• ©KEY HOLE AT. PANEL-•�.Tw• ..
<br />(TIN-) 31�-Nt5! ALUM. ALLOY
<br />- W SHEET 6 FOR IDEA TIAL
<br />I SEEM 2 1 (. _. '" -(TIN.) i WOOD en ICUAM&
<br />AL .RAM
<br />-low Aw
<br />2.54r-_---� L.I te' I (TYP-h
<br />O 1.000'r L_ i .7so' '
<br />O7 M, -H- HEADER © -'y' HEADER - J L. i17R)
<br />1• A N. TO V MIN. __.__.-U
<br />®SLEEVE� 1. MAY.
<br />oil '1' TRACK t© PANEL HANGER
<br />3000 - _ I- Au TI((/j (1 1ze WLOE)
<br />(USE ONLY FOR E-2 NAND STORM PANEL
<br />74 ✓•,•••••••••, SYSTEM) 6053-To am, ALLOY
<br />alt -�
<br />,,67,• L000 (._.1 P * ,"25 . p - ... .-- N0.44167 FLORIDA Bi311.01N0 CODE Non h HIM am Zo,w
<br />+ ® ri.
<br />M.
<br />LW.
<br />ao, .t23 d $. MIN (3 ef1wntraAe 24 WOE GALVANM STEEL STORM PANEL MAN
<br />ON,
<br />N
<br />t✓ 2.000 ___= i (M►.) t.... _ NEE IDCTD,w.--_ bQ'•, STATE Of
<br />- L MR. :6 IL E C O IwB. PROTECTION PRODUCTS. U.C. Rac
<br />4er ALMA. 61 lvw
<br />CARL'm4• d' / le".. � ol• �-•NACU. , 4 eWd nas: dN TIN m 04)06-8m 20-175
<br />1© BUILD -OUT ©4 RUILD-OUT 'F' TRACK ©i ® sL s`ea"6 �' 6Ar'• `
<br />TRAM AML(7AMEAC 3 A110'r) r.c SOL/W6nIFLIrW/O•TL WIIDR A V.. i •Alt ! r n
<br />RE
<br />W ac71EDL
<br />SHIM 9 THOUGH
<br />00
<br />MAX.
<br />CONCRETE ANC10Rs _
<br />(SEE SCHEDULE ON
<br />1
<br />1
<br />REEK 9 THROUGH 10)
<br />1 q)-
<br />I
<br />[
<br />NI
<br />R
<br />y
<br />_UAW
<br />.
<br />1
<br />PANEL LDUOM
<br />(SEE SCHEDULE
<br />ON SHEET 3)
<br />W SEPARATION1
<br />1 TD CHIP.
<br />I
<br />_O I
<br />GLASS
<br />GLASS
<br />�TUS
<br />'� $CHOW
<br />I ON SHEET ])
<br />I
<br />OF .
<br />1
<br />10 (/{)
<br />1
<br />I
<br />MAX.1
<br />1
<br />j
<br />at oa
<br />1
<br />/r
<br />1
<br />j
<br />I
<br />ANCHOR
<br />\
<br />CONCRETE
<br />(SEE scHEDULE oN
<br />OF WAIL OR SIM
<br />CODRON)
<br />sHEETs 9 THROUGI
<br />COIL IL ANdgIR§-i'(SCE SCHEDULE ON oIN
<br />REEK 9 THROUGH10) �..`....-LLD.
<br />CEILING
<br />SCALE 3/4.1•
<br />10)
<br />I. I, 1 dU N.11.
<br />re
<br />SCHEDULE ON
<br />rs 9 THROUGH 10)
<br />�I,Tw11AT[ LEG
<br />110N
<br />••rS��tS�L r '• H. , 1/411' U1SIXX MWO we
<br />9) rao--✓•-'w �. -' OROV 11t wwA w
<br />1/4•-wrl• &L ML y 1M
<br />• 17 ,/Y O.C.
<br />C NCOM AND
<br />($a SCHEDULE
<br />1 MILL
<br />O LAIR SPACER
<br />1 SUVAVM
<br />1
<br />70 DIM$.
<br />1 .Y-S1n• (ffi
<br />'oINRW�' sommw
<br />I ON SHEET 3)
<br />ON SHEETS
<br />• A 109
<br />-Mo SPICIER
<br />L1rRlr aw /� PANEL LOOMI
<br />LSNRN OiWI 7-rl
<br />_-_.... _ (SEC SOMEDUIUE
<br />..
<br />Nj
<br />ON SHEET 3) CA/145
<br />TOFMAX.1
<br />X .
<br />1SPACER
<br />OF %*
<br />I
<br />MAX.
<br />• • 6 1/P oa.
<br />i
<br />CONCRETE A/1CON5 1
<br />(LEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10} .. I..{ H 12 I/e• LONG WX. ALUMINUM
<br />• SPACERS 0 1 4' O.C. VALID FOR
<br />ALL DES" tOA� ANp PANE.
<br />0 POURED CONCRETE1
<br />POUREDa0CK ii LENGTHS PE1 'AI[tl 3.
<br />ED.
<br />WII
<br />R[OUNREO. T' MAX LONG ALUM91W SPACERS •
<br />Le 12 1/2' O.C. (SAD: 17UBLE /1 ON
<br />SHEETS 9 a 10.)
<br />17EVLL 1
<br />EOr-
<br />4� FLORIDA BULDING CODE Non High V41I Nu Zane
<br />.44167 '�
<br />OW 1100110, W.24
<br />GAGE GAWAN= STEEL STOW PAID.
<br />rA
<br />OWN on
<br />*•
<br />* *
<br />PROTECT" PRODUM Uc•
<br />"�
<br />••
<br />STATE 0
<br />1 mac OIN{.
<br />O/
<br />!riOR)oT :
<br />NIOI lW. 61 moor
<br />OAMW a MIA20-175
<br />'/O•••• •''�6
<br />1
<br />IAWiIMUMm.aN
<br />Mom (wLIWIFTw, FAIN IwA)M-OW44-4=
<br />olre NN
<br />ML M A, WAIT rt
<br />4
<br />wm W 9r »
<br />ALTERNATIVi 1 r"W
<br />SCALE 1/4•-1'
<br />F�Ium TO
<br />Sms
<br />M. NBTALLATONS ME ONLY IALIO For IIALORG! WITH ASS. "ON LANDS
<br />UP TO +w.a -70,3 PH AID OU PM&*$ LIM UP 10 6,-,o•.
<br />i IN NEW WOOD FRAME CONSTRUCTION, Wow wwm TO K soaTmmm B
<br />PINE Me, L W/ SPCCFIC OMOM OF 0.55 ON L'OUAL.
<br />1tMNIr
<br />vL�•....:...�L/j
<br />[" ✓
<br />1@
<br />of SPECMW AIO RE0IMIONNIS NOR OF SHOAT TOP AS
<br />WELL AS FARE, MNI,tCT011 70 17AACNt TN(� 0 PAT M9® ON �DQ A�L1
<br />1000 tR 2000 6BTALIAt10N TIRE ON SHOT, 23.' '-`^w'+•
<br />#'
<br />AL7Elmm TOP MCA= wom,c'•.
<br />Rio o*.L. '
<br />••�.P6
<br />WTOP • 6TDm N ANY
<br />- - D
<br />WAY 10 Art arc IMNAAMMH lOWRI TRICKS
<br />NOR : sAA1T1ETRICKS NOT SIDWN FOR CIwWM
<br />h,`r"s/ON•
<br />4iNNNNIII PIE. RU
<br />AT TOP OR BOTTOM
<br />YRTNL]BACXS_A.Otm IS
<br />MAXIMUM PANEL LENGTH
<br />L+" OR "L-" (ft.) 0
<br />WUIMIM A.S.O.
<br />PRE85UMTWp
<br />CONCRETE IT MOOD
<br />IKTNU7tDHR t
<br />VD
<br />Ir-0'
<br />r2•-0•
<br />/ao
<br />Fr•-0•
<br />W-+•
<br />ago
<br />rr'-e
<br />too-
<br />Js.o
<br />W-10•
<br />W-0•
<br />400
<br />4JA
<br />r-r
<br />r-r
<br />- no
<br />r'-I•
<br />r-4•
<br />Sao
<br />e'-r
<br />01-0'
<br />no
<br />r-r
<br />r-r
<br />/ESA
<br />/'-0•
<br />Y-4•
<br />r-o•
<br />?so
<br />Y-r
<br />01-101
<br />Sao
<br />SRO
<br />1-0•
<br />1-1.
<br />SOLD
<br />S•-r
<br />e'-r
<br />rao
<br />01-0'
<br />r-C'
<br />rase
<br />r'a
<br />6•-rt•
<br />T1Q0
<br />,rao
<br />-
<br />r-r•
<br />nr.r
<br />S•-o•
<br />im TRAe1a ID QD 0 t 0 a D.M..Q• 3Q•
<br />DIN= MOUI AT EACH 13�
<br />MAXIMUM PANE LENGTH ®®orC4
<br />"L+" OR "L-" (ft.) 0
<br />MAIOIW AS.O.
<br />P1E5lLI RATBID
<br />tPA.r.) (+ « -)
<br />CONCRETE • wm
<br />NW^ ATOMS 1'
<br />u
<br />MO
<br />I4•-4'
<br />IJI
<br />ffi0
<br />Is'-rr
<br />rr'-7•
<br />Sao
<br />/N'-I•
<br />11=Y
<br />JLO
<br />10•-/O•
<br />I• -I•
<br />Sao
<br />r-e•
<br />r•-r•
<br />Sao
<br />r-r
<br />a, -,-
<br />a"
<br />r-r
<br />r'-I,
<br />sso
<br />I•-r
<br />7'-r'
<br />Eno
<br />' r-0•
<br />ra•
<br />uAo
<br />r-e•
<br />r-i•
<br />rao
<br />r-r
<br />r•-rt•
<br />290
<br />so.o
<br />r-0
<br />91-51
<br />no
<br />1-0•
<br />r'-J'
<br />/O.o
<br />61-01
<br />Also
<br />6'-7'
<br />5--ro•
<br />10a0
<br />r-J'
<br />s'-r
<br />logo
<br />r'-J'
<br />D'-4•
<br />►rao
<br />-
<br />r'-r•
<br />I/AO
<br />1'-10'
<br />rur
<br />.•-r
<br />MINIMUM SEPARATION TO GLA98 9GIE'DAE
<br />WXMM
<br />PANEL 1D161N
<br />on)
<br />MD SPEW 4 170 .40
<br />SRD SPEED > 170 r,4.h
<br />UNIR6� I
<br />ROVAN,EO
<br />LVMMW RM
<br />I KPW*IED
<br />30 OR LESS
<br />1'
<br />,•
<br />.•
<br />• 1/4•
<br />).3310 90
<br />1 7 t/2•
<br />7 1/Y
<br />lW TO 145
<br />1•
<br />1'
<br />7 1/2'
<br />7 1/2'
<br />>t46 TD
<br />1'
<br />r
<br />-
<br />7 1/11.
<br />/._\ IMIIu ALAI uIMJ/f MuluTlAu
<br />TOP
<br />BOTi'OM
<br />owm
<br />Mo1Mf
<br />T•
<br />HEADER
<br />'U'
<br />HGDEt
<br />tASTUD
<br />ADLE
<br />T
<br />TRACK
<br />M7MM0L
<br />W
<br />r�//efppEE
<br />0.0HNES
<br />DOW mow
<br />3r
<br />35'
<br />4
<br />1.6'XI1' $Too ANGLE
<br />Sr
<br />32'
<br />1'
<br />]2'
<br />a2•
<br />JB•
<br />]e'
<br />21
<br />"r TRACK
<br />!0'
<br />1.]2•
<br />42'
<br />er
<br />90
<br />10
<br />TAANUIw
<br />1.1.
<br />3B
<br />60
<br />51'
<br />w'
<br />S
<br />SO'
<br />3r
<br />32•
<br />3r
<br />f0•
<br />or
<br />NFIIGET "E"IED
<br />27A'Mn
<br />INSTALLATION DETAILS FOR SERIES 2000 Li 1000 E-Z HANG STORM PANEL n
<br />INTO EXISTING WOOD STRUCTURES
<br />1/4/'.S•UO 9P[YS • r O.C. W/
<br />DOM • R• O.G W/ ymottAm MAIM"
<br />O ESRITSAC HOOD HEOM)L Y I�� Ho MM. Yw• wow
<br />THREAM POI(7MTON II FIAT OR ON kDQ
<br />I WOOD HEmM.
<br />•L i 4 C.nL /1wP fw.o
<br />'1 / • 4 DID OI® \
<br />-i a Door
<br />4iA1 1•• LAO sCPEln • r O.C. W/
<br />/ _ +i 7T /n / ` e-Irol� Tow W rfMlMnal
<br />1�AAAeElOn4M • ALL
<br />OF EVOM(� i1YP)
<br />WOpp Hr�pA ,6• AWn. Pp RN[T 0 rA sJ1A
<br />RWUWIm OF VOW ® • u MD OF
<br />b ri.
<br />MAIL 1/2.
<br />1� F DIn4
<br />r 1 AIM _1A KID"
<br />4 9 Ir Yk 11. 4'4'w•RI 4'
<br />f��A M//32/4• 7 NS 32
<br />��� 1D aA31 WWONJr • 1 • 1
<br />2% 'IovDer R
<br />qg1 r I TO GLASS. Hy
<br />AN I r � EI
<br />dd �gg 1 €y
<br />N r
<br />- ,� B _', 4T 40'
<br />,Qi oil'
<br />^ \
<br />�xllp_.._ .___. _. --L`
<br />1 .'.- .• a , 1 4•0 Pw4AMTE FEW D 6
<br />�It I 7ALIW'/ CAA.71 _.._ •• ..
<br />MN� �•ND1E to����BELDF!) �R�. j f�ElET1MrION• ,2 Ilr O.C.
<br />tln
<br />/4'0 LAyO I • PaE�Al1oN • `9o00"U441�tMM 1 ti^• s, W/
<br />Q►wN�O A}[ sum 2000 OrFa ato"� '-0..
<br />PfNET L • 1�• -_ / ) , 1 i 0/2 MIMI76HA�/IpMf Y aL
<br />YN. (2)_ Y_N' I/4n W' TIMtApM EpO.lMrbn 1/7LOWDWI Ii gown 0 r O.O. W
<br />nArL Mn (2 2'
<br />WOOD R[DLI•Ro ALTERNATIVE 21Iw NATO, ON EDGE
<br />• Ix
<br />PREP no w ON COW SCALE 1/4'.1• I I � MN. 2S4' WODO
<br />PLAT[ MAUM IT
<br />MAL HIS
<br />AI T[NTI6�T(VE 4"W
<br />_- SCALE 1/4•-1•
<br />917HWs • W OL W/
<br />THWADO P047UMN
<br />WOW HOAR.
<br />CFTC-2..3/1• M.i.
<br />R I DA W16
<br />nL Ftwt' sxS
<br />r�2-4 G DID OF
<br />, wtAAL 1/24 •
<br />1/.Y•207�.• Lr
<br />IL 9OIE71 N/
<br />r•ow 11D0, Ac
<br />20 OM)E GALVANIZED STEEL STORM PANEL
<br />to
<br />AWN IN,
<br />L ECOINe.
<br />GLOBAL PROTECTION PRODUCTS, U.C.
<br />amA,r. f1 wet►
<br />FAA, a6X+r+»N4pwIZ m14
<br />07nN/Wre
<br />°R
<br />` wNPw WU N
<br />CA e6wiIs
<br />A A• PJ.
<br />20-176
<br />DA AW we
<br />r
<br />flMr r r w
<br />3/4. 4/5. 5/3 t 6/5
<br />2W/6. 3W/7 it 4W/7
<br />3• MAX
<br />I 2/4 1/4, 3/4, 4/5. 5/3 t 6/5 1 VSL
<br />Tw/6 2w/G. 3w/7 AT 4w/7
<br />ANCHORS ONE RCM XU ON SNEBS 9. 10 A11) ._._._ __...J
<br />REGULAR STORM P,;ANEL C1� ELEVATION
<br />2Mr N.Ts. +/4• wa.. GAP
<br />(COL 0IOIM�-_1 N w VALLEY) f
<br />`-
<br />MAIL OAP
<br />UI
<br />SECTION A -A �Q N.TS.
<br />1191BS
<br />(,) l+: MA,OAM WAMM 19l[ L LOAM
<br />L FOR
<br />FOR A DAWN P0911NE ASA DESIGN
<br />LOW
<br />L0/0.
<br />L-: MAX NIORMSIE wIQ LD0R1 FCR A ON01 N[W1RE AS.D. OL9RN LOAD.
<br />(2) PROCMUK TO WON K wmm Pon LENGTH:
<br />OFFER A POSIM ASA Dom LOAD. WR AM MMSBRN KARLL UDIIM •L+• TROY SCIMUL
<br />OMEN A NMMNE ASA IDES ' LOAD. MTOOAK WJWM PAWL LVXM4 •L-• FROM SOIMME
<br />FINAL IM,IIIAM ALLOWABLE PAM LC MITI 4 EOIW TO THE MIMMU S DE7E•Ilm PANEL LDON
<br />IENM 1+• AND III
<br />(3) IIEE SCHEDULE IDL1B FOR MN, ►RANI IDIOM FOR PMMW W%FIFATMOH.
<br />IR7MUTMB INTO WOOD AK LIMITED TO A w ;1 MAX AS0. KI M P'IKssm MIMES
<br />a 10 A 11 MR MAX. ASA. Dom LOAD{ A MATS PANEL. wwms Fa
<br />*
<br />44167 t
<br />'a10 rLUM ME.
<br />24 ON GALVANIM STEEL STORM PANEL
<br />*
<br />OF * `
<br />I L E C O I N e.
<br />PROTECTM PRODUCM UJC
<br />aN/ww
<br />t ae
<br />_
<br />111, l Iv
<br />• r N� NaNwRlmr
<br />20-175
<br />y
<br />G`4!
<br />FI"w:{RW •H-IM.N., 1rR AT -,a
<br />Nw,leWtoo(w4Rw-17W
<br />)10-"W
<br />•,• .MIA-
<br />t•w•90wW1�
<br />orWw rk
<br />rx
<br />• M 3 or T/
<br />INSTALLATION DETAILS FOR REGULAR PANELO
<br />IINTO WOOD STRUCTURES -TV _ w '"^ --'---
<br />(
<br />a sOICOLUE---- 1
<br />�WOOD
<br />.;.,�Tr _/�1 t �frliiW iTIOIN
<br />ANCHORS` ---(SEC SC
<br />-y',(11EDAE ON
<br />ON SHEET 3)
<br />l,J
<br />/� Ow NMI tI'1eL
<br />•'^^'••.-4 TI v MAIL.
<br />PANEL LENGTH
<br />WOOD ANCHORS / / , !s 1 1 (SE[ SCHIEDULE
<br />REaLRRm (SEEON ` i :'
<br />„scN)EOLILE II i ON SNEER 1 EDIT
<br />, r •_s I III SPAWR 6
<br />'
<br />/ n LENGTH1 of r
<br />'' i
<br />, go
<br />WoaO NEADtB ( URE
<br />Y)n ' -
<br />4 to
<br />MAX. LONG ALUMINUM SPACERS • 12 1/2•
<br />®Ok TIRE /I1 ON AEC► 11J
<br />I 1 I (SE[
<br />' AS, ' !n NOTE •• INFLOW Fdl 13MRA710N$ FOR
<br />1
<br />' L. MAX. I 1 1/2' LOG SLIZVES.
<br />MAX j I)
<br />O I l•
<br />PANEL PANEL LENGTH ! I
<br />1 (SEE SCHEDLE 1 LC"D'" L
<br />`ON
<br />1 ON SHEET 3) 1 O(sEEpi 1. t I.. SHE[f J) . PAKI COTE TEMPLE D OR ►MEN W1E
<br />•;
<br />1 PLUS
<br />I .._. (SM SCHEDULE ON SHEET 11)
<br />, s,a-w.,• , .d`__..:.._-. _(_._ I :..
<br />_... A I
<br />6pw�MIL»
<br />CRASS -,��� ' O 2`A4' WOOD
<br />LIIPN OYB1 7� , EUWBN� i SEE St3ED1AF 1 PLATE REWRED
<br />1 I OIBECT MOUNT W/ SPACER
<br />* ALTEC AATNE Mr
<br />1 ���
<br />1 1 I '`7 fOYE 3/e-1'
<br />( 1 S6B l_._. /2• D.C. SEE TABLE /1 ON SNE[f 11 FOR MAX. PANEL LENGTHS t
<br />• , 2 1
<br />MAx. D DESIGN LOA05 FOR BURS INSTALLATION.
<br />j 1 OF 'L QD \ 1
<br />1 MAX
<br />1. -0
<br />i
<br />• 12 1/2' O.C. L._ }
<br />II I ,I fU �.1- i WOOD ANCHORS
<br />STUCII
<br />-----'---- ' ` j I ' , A W/ QN ULE VOW M MW w t I/r UM 9:
<br />SIIEEf 11) (q AM MM 1100UWRD m(MIwe svm IO�IIONmMf1gINTH 16'-0'
<br />2•N• AIR
<br />PLATE -�.. }j HBmUO N9Nf OUKD11ir W:C:w w rBW n►
<br />1 i t AlLC11DR1 1• MAIL SVMDM 70 Won 6o010aw ' �_�- s j N!' WOOD
<br />01 3 IRA S A , P a I� ..PLATE REOURED CO ANON= own MM cwm4 R M Qy/NL MM PMINE O OR
<br />'
<br />w 1 (SCE SCHEDULE ON LgNs9NA /OLletlq llK 4 fA1M M11[ f1iAB HWL K lfOw IMMNM R 6 1/4• aC
<br />'�
<br />1 *ELT t t) OMM IIIM LW1{ HOA NJTSOROM frrl to t/r O.C. MYw4 NUOIw M
<br />, I 111R1
<br />' R) wow an SGINN ►USIA[
<br />j '• .. i p RA1IN S 4e0. -w Pal. (3) AtAX 24 SAK Fwn. LOOM • LMIM 10 w R ANN sp 9
<br />A I S
<br />WpM mm L Pwa LOW" ALLOW w
<br />IIAISNM A91eI Pwa 1O16RI A B
<br />7L
<br />(3) f10RM FWEI A/OMNIM B aar f4) t , tA0 AWO9R OOHlO,IBIT M AWL w A poem VILY an
<br />77��WSWIIj��j''1;;�,I�1LJFJF H�H�yy��/���tMyy' MO AN 0751sN 110w IMII[ tA1LL. SCALE 3/e-r 7. wmMA1p w 1 1 IeW IFWWR w w aaY
<br />tPMO 1{I1 II6O WOIO 1, 1 3 4 DOOM r YIN
<br />iiWJJG�I�4X.tria.
<br />SCALE 3n-1' (4) IILWMIAROHI 1� OILY FOR i1W0 iEraeMam AEA M 2rlw c7• m1Nq r M HLa1MIA
<br />Iwsai'S•3mAFME
<br />FLORIDA BUILDING CODE Non High Y91oe ?NNW Gone Zen.
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. �IDO am TAO• F.F.
<br />NOTE FOR (IOI■Iy5T10N OF SECTIONS: DESIGN PRESSURE RATING (p.f.}) UWp PANEL LENGTHS * • 44167 ': W. 24 GAO[ *ALVAN= STEEL STOIIY PANEL TXMwI W.
<br />* :
<br />TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR * w/W/few
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 21Y) '. T IL ECOINe. PROTECTKNR PRDDUCTSI LI.C. fMc
<br />NSTALATION. •'`70RI0 Awe SW. M e1RILr
<br />0
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD galas, Aa AL Ar•a A ONMt, ti 373L4
<br />JUAI
<br />MEMBERS TO ■. SOUTHERN PINE No 2, W/ SPECIFIC 1S% •LULL... N ""' aw H�,1`-•'C'-oM a-,w ,AIaE, a9l)Ww-nAe. rm (p4)fw-Dn 21076
<br />DENMTT• OF 0.55 OR EQUAL. NM OAe716IwIlLiff yY P
<br />Om 6 or is
<br />GENERAL_tl4TO
<br />AMIw Pn• .r Iw art► t./e7-AYMr tealY rll�
<br />--
<br />(0)
<br />1. STORY PANEL AIORIH ON THIS PROOLAC7 6VAt.W11oN DOCUMENT (P.E.OJ 1A5 KEN VERIFIED FOR COMPLIANCE W ACCORDANCE
<br />_ 10 TAP ANCHOR$. AS MMIUFACTURED w I.T.W. NAM. INC
<br />YRTtI M 2020 (7M EpTTON) OF INC FUx44A BIrI.OrHO CODE. 1M4 STORY PANEL SHALL NOT a NSMIIED AT IREAI
<br />- RIh10 PANEMATE FDIM[ 1D AND PN,RAATE PLUS ANCHORS. AS MMARACTURW BY ELCO WNStRUCTION PRODUCTS
<br />VELOCITY M NW-W ZONES (MWAI-OAOE / 6ROSMRD COUNtIES}
<br />- 1/4•0 UO SCREWS PER KOS,
<br />DESIGN WINO LOADS MALL BE DETMW40 AS PEA SECTION te09 OF INC ADM MENTIONED COOL FOR A BASIC WAD
<br />- 7/16'0 A 5/0' WOOD SUSHN0. AS DISTRIBUTED BY ALL PONT SCPEM. IC.T A SPECIALTY CO.
<br />SPEED AS KOUYRD BY THE .URODCTION WHERE STORM PANEL WALL SE NSW1ID, AND FOR A DREC110NAUTY FACTOR
<br />ND-0.63. USING AM 7-16 AM SWILL NO EXCEED THE MA7[WW (A.S.O.) DESIGN PWSSURE RATINGS NIWATED ON &TEEMS
<br />C.1) MINIMUM TMKJIOED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL K 1 1/2' NO Y FOR ELCO PANEL MIE PLUS
<br />3. S THRU 12 B 17. 1e.
<br />AND PMfEUIMLE RWL[ 10.
<br />W OROOR TO VLWW THE ABOVE CONDITION, ULTIMATE DEBON WIND LOADS DEMURRED PER ASCE 7-16 SMALL SE FIRST
<br />REDUCED TO A.S.D. DES" PRESSURE MNG TBY MULTIPLYING THEM off 0.6 IN ORDER TO COMPAIM THESE W/ MAX U.S.O.)
<br />C.2) MINIMUM THREADED PDlTMIM OF LAC SCREW. KID THE WOOD FRAME UNIT SMALL BE 1 1 '. NO TIM AGED
<br />DESIGN PRS�NE RATING'[ GICRTED ON MEETS 3. 9 THRU 12 A 17. 1e.
<br />I
<br />PDACTRATION SITES STUCCO SWILL SE CONSIDERED AS PAW Of THE KOURM THREADED PENETRATION.
<br />N DOER TO VERIFY THAT ANCHORS ON INS P.C.O. AS TESTED WERE NOT OVER STATES ED. A 33% INCREASE IN AUDWA I
<br />STRM FOR WIND LOADS WAS =I USED IN THEM ANALYSIS. FASTENERS SPACING TO wood HAS BEEN DETERMINED W
<br />C.3) M AKUM EDGE DHWACE OF LAD SCREWS. INTO WOOD SMALL K AS WOCATED IN THIS DINING
<br />ACCORDANCE WITH H.D.S. 2019.
<br />SIM PANELYU ADVOCACY FOR MPACT AD Woo ASSISTANCE HAS BEEN VOWED IN ACCORDANCE WITHSECTION 1601A.2 OF
<br />CA) MIMMLM PENETRATION IION OF WOPUSHING SHVl1 K 3/0'. 1/4• 0-20 SCREWS USED AWL BE 1 1/2' LONG MINIMUM
<br />THE ABOVE 0 CODE AS PER AMERICAN TEST W OF SOUTH FLORIDA ROME 00514.01-01 AND /NY219.02-01, AS
<br />SHOULD STUCCO Ot6T, AND 1' McNInM FOAL WALLS WITH NO PRICED.
<br />PER SSTD ,2-99 A ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAN SOUTH FLORIDA REPORT /1123.01-10 AS PER
<br />AYAS-2a1 PROTOCOL& AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECION 1604 OF THE
<br />C.S) IN CASE THAT PRECAST STONE, Olt PRECAST CONCRETE PANELS, STUCCO OR OD WOBOARDS BE FOUND GII INC EXISTING
<br />RIN91ID
<br />ROA ALORG WOE.
<br />WALL ANCHORS SHALL BE LOG ENOUGH TO REACH THE MAIN STRUCTURE 91 SUCH PANES .
<br />ANORAI GALL BE AS MENTIONED CA). C.2) A CA)
<br />CI(0)
<br />2. ALL ALUISNNUM EXTRUSIONS TO BE 6003-T6 ALLOY AND TIMPEN. (UNLESS OTIIEtWWSE NOTED). SEC AMET 2
<br />ANCHORS AMU. BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECPICA110N3 OF INC ANCHORS WNUFACIURER,
<br />3. All ALILIRr1M SHEET METAL USED AT CASURF:S SHALL HMV[ 31011 ALLOY.
<br />6. PANELS MAY ALSO SE INSTALLED HORIZONTALLY FOLLOWSO WSTALlAT10N DETAILS SHOWN W SECTION 1 THROUGH 6 (SIEE73 4
<br />4. AL STEEL SHEET METAL PANEW PANGS AL HAVE STRUCTURAL QUALITY Slit, AMU A-633 GRADE e0 MINIMUM. 0-00 GALVANIZED
<br />THIOUCH 5) EXCEPT THAT HEADERS® •0 ML AINOT SE USED.
<br />STEER. DESIGNATION W/FY- 22.2 hN (AFTER ROLLED).
<br />9. IT AWL K THE RESPONSIBILITY OF THE CONTRACTOR TO VERITY THE SOUS OF INC STRUCTURE WHERE SMUTTE71 IS TO SE
<br />S, ALL SORE TO BE STAINLESS STEEL 304 OR 316 ANSI SERFS OR CORROSION RESISTANT COATED CARBON STEEL M PER DIN
<br />ATTACHED TO WSUIIE PROPER AM]IOPoOE. llp5 SHUTTER SHALL ONLY K ATTACHED TO CONCRETE, SEDGE OR WOOD s1tAIK
<br />O
<br />50016 W/ So III YIELD STRENGTH AND 90 Im TENSILE STRENGTH AND SILL COMPLY W/ FLORIDA SUI DNO CODE SECTION
<br />24, t.3.J.4.
<br />. EACH REGULAR IW, ]W • 4N ON
<br />10. EHEE
<br />2, 4, S.R 6 AND AUCT"
<br />PANEC WITH LENGTHS OVER 90', AS PERAN XADILY
<br />6. BOLTS TO SE ASTIR A-307 GALWV6ZED STEEL. ON AIM 3014 SERFS STAINLESS STEEL WIN 36 6A1 WM.M YALD SIRO OTN.
<br />4.%STORY I1.S 0S
<br />SHEETS 4, 5. 6 A 7 RESPECTIVELY; R AWL HAVE EN A LEGNkUAM AND READILY VISIBLE 1MRKBIG INSTRUCT" OWIIER M T[fYIANT 70
<br />SCCIXK PANGS WITH APPLIGBUE REINFORCEMENT OURIG P'E0005 OF HURRICANE WARNMG.
<br />7. ANCHORS TO WALL SHALL K AS FOLLOWS:
<br />I I. THE INSTALLATION CONTRACTOR IS TO SFA1./CMAJ( ALL SHUTTER CMVCO R EDGES O CH RIEMAM IN CONTINUOUS CONTACT WIN
<br />THE BULDNG TO PREVENT WND/RAIN IM UAON.
<br />(A) To EDSfING MOM /ONCIIEiV.
<br />- 1/4.0 TAPCON ANCHORS AS MANUACTURED BY I.T.W. BULD[X. NC. (Min. rc-3192 P.r•L.)
<br />12. SHORN PANEL RWNIAtM SMALL COMPLY WITH SPECS NWATED W THIS DRAWING PLUS ANY BUILDING NO ZONING, REGULATIONS
<br />- I/r • A 7/e• CALX-94 ANCHORS. AS WPWACTVRED BY DEY/N,1 INC,
<br />PROVIDED BY THE "MOICTION WHERE PERMIT 15 APPLIED TO.
<br />- 1/4Y . 3/4' SOLO -SET ANCHOR•, AS D14INW= BY ALL POINT SCREW. S LT A SPECIALTY CO.
<br />(MI.. re-3000 Ps.l.)
<br />13. (o) 1H13 PACOUCT LVrLAATON OOCWENT (PLED.) PREPARED m THIS ENGINEER IS GENENC AND DOES Nor PROUD[ 11EOWAlIO1
<br />- /14-10 PNEUMTE MA E D A PANELMATE PUTS MOORL AS MANIiACR/RED BY ELCO CONSTRUCTION PRODUCTS.
<br />t'D11 A SIDE SPECIIC PRO•ICCT; I.F. WHERE M SITE CONDITIONS DEVIATE FROM THE PLEA.
<br />- 1/4-0 7AMAC NON ANCHORS. AS MANUFACTURED BY DIEWALT. INC.
<br />(W) CONTRACTOR TO SE REWMSSLE FOR THE SELECIICIAL PURCHASE AND INSTALLATION INCLUNC LIFE SAFETY OF THIS PRODUCT
<br />A. MINMUM EMENEDMI OF TAPCON 04CHM INTO POURED CONCRETE SHALL K 1 3/4•: 2' FOR ELCO PANELMATE AMC
<br />SASED ON INS P.EA. FRONDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />O NSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY
<br />1 3/4' FOR ?ANAL WAN ANCHORS.
<br />(e) tM5 PRODUCT NALWTIOI DOCUMENT WILL SE CONSIDERED IMALD IF MODIFIED.
<br />A2) CALK -INS SOLO -SET ANCHORS SNAIL K EMBEDDED 7/6' INTO THE POVM CONCRETE. NO EMBEDMENT INTO
<br />STUCCO SCOWL OF PERMITTED. 1/4• 0-20 SCREWS USED SHALL BE 1 1/2• LONG MINIMUM SHOULD STUCCO EXIST,
<br />(it) SITE SPECIFICFLORIDA PROECrS SHALL SE PREPARED BY A IDA REGISTERED ENGINEER ON ARCHITECT WHICH WILL BECOME THE
<br />AND 1' MINIMUM FOR WALLS WITH ND STUCCO. AND MAY BE HEADED SCREWS ON ALL THREADED SCREWS W/O HEAD,
<br />ENGINEER OF RECORD (III FOR THE PROJECT AND WHO WALL K RESPONSIBLE FOR THE
<br />BUT WON ONG NUTS.
<br />PO" USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED MAIM TO INC
<br />P.E.D. ENGINEER. SMALL SUBW TO THIS LATTER THE SITE SPECIE DRAWOM FOR REVIEW.
<br />A3) N CASE THAT PRECASF STONE, PRECAST CONCRETE PANELS, PAVERS• STUCCO OR WOW BOARDS S[ FOUND ON INC
<br />EXISTING WALL OR FLOOR, AN04M SHAIJ. BE LOG ENOUGH TO REACH THE MAN G STRUCTURE BENNO SUCH PANS.
<br />(6) INS P.E.D. SHALL BEM THE DATE AHD ORKAML SEAL AHD SCMATUPROFESSIONAL E OF THE PFESSIONAL
<br />NICIDPACE SMALL K AS MENTIONED IN AI) AND IN A2).
<br />ENGINEER OF RECORD TFIAI PREPARED 17.
<br />(9) TO [X1S11NQ CONrJ1ER $DOS IWA•L. AMU C-90:
<br />14, SHUTTER W"ACTUP"'S LAM AWL SE LOCATED ON A READLY VISIBLE LOCATION AT STORM
<br />- 1/r • TIPCOI ANCHORS AS MANUFACTURED SY 1. 1. W. BULOEX, WC.
<br />PANG lHVrTFN W ACtbWONICE CORN SECTION 1701.9.2 OF FLORIDA BUILDING CODE. ONE LABEL
<br />SHALL K PLACED FOR EVERY OPENING. LABELING TO COMPLY WIN SECTION 170114.3 OF INE
<br />- 1/4• • A 7/e• OINK -IN AINOHORS. AS MANLEACTIXED K DEINALT, INC.
<br />FLORIDA 9UHLDAO C00[.
<br />- 1/4•• X 3/4' S0L1D-SET ANCHORS, AS DISTRIBUTED BY ALL POWT SCREW. BOLT A SPECIALTY CO.
<br />- #14-10 PAN[1AM1E FEMALE D AND PANELMATE PLUS ANCHORS. A5 MANUFACTIRED BY EOO CONSMUCTION P NN
<br />- 1/4• . ZAMAC NMA ANCHORS, AS MANUFACTURED BY DENALI. INC.
<br />�',..,....,.uj✓
<br />0.,) KOMENT OF TAPCON ANCHORS. ELCO PACII.MATM AND ZMMC NARUN ANCHOR. INTO THE
<br />Hw11WILM EM
<br />' •.� FLORIDA BUILDING CODE Non h WI Hurrltane Zone
<br />T L , 1/4•.
<br />BLOCK UNIT
<br />FNVCEN
<br />EMBEDDED 7/r WTO THE CONCRETE BLOC( T. NO %M44
<br />9.2) CALK -IN II SOUR -SETA 04M SHALL RE UNIT.
<br />7 aro 1WW0. Nt. 24 GAIN GALVANM STEEL STOW PANEL
<br />STUCCO SMALL BE IEIaNT1E0. 1/4' 0-20 SCIIEWS USED SHALL 8[ 1 1/2• LONG MINIM AIDM ExUST,
<br />AID ,• MMMMI FOR WALLS WATT NO STUCCO. �.• STATE
<br />_
<br />K PROTECTION PRODUCTS, LLC. amp
<br />--? IL E C O Iwc.
<br />III IN CASE THAT PRECAST WOK. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOU ffOR( "�`JfF�.',�'.'✓� 4 MK.rI'L"3.MF",'.M
<br />DUSTING WAIL ANCHORS MALT. K LOG ENOUGH TO REACH THE MAIN STRUCTURE KHOD SUCH P G\+ �."•py�"ir(-nN wsR rNp ON)NN1gt 20-175
<br />ANCHORAGE SHALL SEAS MENTIONED IN BA) AND W B.2). I�ONAL
<br />/ ^.: tap m.�-rA�N (wlrw-TM
<br />t>AOrp+�-r;.
<br />NIH0
<br />RAI/•6�AtMrVo4K
<br />rxAAAW Alm , a 14
<br />CONCAM ANCHORS __
<br />(su ScHeom ON
<br />SMELTS 0 THROUGH 10)
<br />CONCRETE ANCHORS
<br />(SEC SCHEDULE ON
<br />ARCMs 0 THROUGH
<br />E.O.
<br />I
<br />-`-Eo.-cal-
<br />T[AAM = 1• 161.
<br />LDaT1o,t
<br />ALTERMTE COMCNM, j EX6TeG ►Ds1ED CONCIi1ot
<br />ANCHORS -�iR CONCBIE CLOCK IF
<br />(am SCHEDULE ON
<br />SfEEM 9 THROUGH 10)
<br />WALL 3/6.
<br />WOOD ANCHORS
<br />(SEC 118E )MALE
<br />M
<br />1' MESA.
<br />-- 1 PANEL LEGM
<br />(SE 504w E
<br />f
<br />i
<br />Of •L'
<br />MAT.
<br />Iln aD
<br />TOrI"O'MAW
<br />lox7 wn Am
<br />1' Sf. MA W/ MI1
<br />r as
<br />9 THROUGH 10)
<br />fIf ✓ r -----------� (SUE SCHEDULE OIL -.--�
<br />SHEETS S TRIG, 10
<br />I
<br />Inn k"'M"
<br />SEPARATION I -
<br />70 GLASS.Kr SCHEDULE
<br />, IBOM Gilt r-n
<br />04 SHEET 3)
<br />1 .L. M.IMHn. IM
<br />mor
<br />PANEL LENGTHUL-.� (S� OU
<br />=f=-. - - --- (sm: SCHEDULE 1 ON
<br />ON SHEET 3)
<br />� -li
<br />OF "V
<br />I WY,
<br />1
<br />1
<br />CD.
<br />[.D. 1
<br />i
<br />comic pmmj
<br />n.
<br />CONCRETE
<br />OLW
<br />i
<br />CONCRETE ANCHORS-
<br />KO
<br />E
<br />(SEC sclera ON
<br />--._....-_L..____.....!
<br />SHEET 9 rMpUON 10)
<br />ONLY MEN SOLDW®uf
<br />t
<br />AK m MBWEN
<br />PA
<br />CONCRETE!
<br />ARE USED.
<br />4fA09[IED WA1 _
<br />(am SCHEDULE
<br />SHEM 9 THROUG1� 10)
<br />WAX 3/4-1-
<br />ANCHIOAs ALTERNATE WOOD 44 MI!
<br />_�{O0D
<br />(SEE 9C,KDUIE ON (SEE SC,KDULE ON
<br />'/ 3H1[ET I1) ABUT 11)
<br />t /1
<br />IIAX.
<br />COCA -
<br />cm..
<br />al
<br />L
<br />11sc1))OULE
<br />1 i
<br />O
<br />�Ir wLn W
<br />M
<br />1 41� T'•.•) t' WX.
<br />PANEL LENGTH
<br />(SEE SCHEDULE
<br />ON SHEET 3)
<br />I
<br />OF t•
<br />MAX.
<br />• 12 1/2' O.C. i I
<br />-.�' :- 1fe• REEGUIRED
<br />PLAT
<br />REQUIRED
<br />_ was
<br />NOTE FOR MMBMTM OF SECTION
<br />1. WSTALIATION ARE ONLY VALID FOR MAX. A-S.D.
<br />TOP B BOTTOM MOUNTNGS CAN BE DESIGN PRESSURE RATING (p.I.() AND PANEL LENGTHS
<br />COMBINED N ANY WAY TO SUR ANY AS PER SCHEDULES ON SHEET 3
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL
<br />I
<br />I
<br />t• M•c
<br />PANEL LENGTH
<br />( SCHEDULE
<br />OWN SIM 3)
<br />I
<br />rrPLxAet[)
<br />POURED COMM"
<br />BETE BLOCK
<br />WALL MOUNT
<br />SCALE 3/al"
<br />LEG
<br />I I , i --. 1• INr1. -- 411' IIIp} w•P NU•
<br />-owl. IOo seeit M f 1 At 1� 1Ir oz.
<br />Sl MS it/ M
<br />, I '
<br />I .Y-riY
<br />I
<br />aj I
<br />I
<br />I
<br />•'
<br />l!/
<br />I
<br />Mln SEPARATION TO CAPS.
<br />• .(SkL SCHMIAE ON SHEET 3) 1
<br />1s/s4,Y-3ae,•
<br />v MAIN
<br />">_.. _
<br />7F w
<br />RAH
<br />PNIFl LE N
<br />(SEE SCId
<br />I
<br />7•RT
<br />IRON or
<br />ON SHEET
<br />of
<br />I
<br />1
<br />ZJ wx.
<br />X
<br />1
<br />I
<br />1/2
<br />� 1 4'MOI•
<br />,`
<br />II
<br />I
<br />]SDOD ANCHORS
<br />-(SEE SCHEDULE ON
<br />sUibm
<br />BGIE i/S••i
<br />O
<br />N
<br />a
<br />0O
<br />-�
<br />O
<br />C
<br />to
<br />-6-0
<br />-0
<br />a-
<br />c
<br />C
<br />=
<br />to
<br />0
<br />t6
<br />(�
<br />O
<br />0
<br />U_
<br />O
<br />.�
<br />L
<br />O
<br />O
<br />L
<br />Q
<br />C
<br />F-
<br />/�+�
<br />i(
<br />%��
<br />�/ I
<br />Q
<br />W
<br />d
<br />1
<br />0
<br />0
<br />r
<br />N
<br />ma_
<br />a
<br />)
<br />y
<br />-a
<br />C
<br />Q
<br />N
<br />n W
<br />r W
<br />(y 4
<br />Q Q
<br />A --
<br />E :-
<br />(�11
<br />O O
<br />O Lu
<br />cn.��
<br />i
<br />CID
<br />O
<br />CL
<br />CL
<br />C
<br />U
<br />coS..B...
<br />O
<br />■�
<br />VI
<br />cu
<br />ui
<br />a
<br />z
<br />z
<br />Q
<br />J
<br />d
<br />SHEET NO.
<br />SH 1.3.
<br />
|