|
Ct SABA• MN, TICK
<br />EDGE CIVJNM am
<br />AM M633 TYD. ,
<br />amm 6o m mum IBR�•
<br />-ORAL A 0-90 DMLV. 401 E0SE
<br />,-------------- -----
<br />y�. Q STORY PANEL----------------
<br />O[TA6 A
<br />PMnS SMALL K 001ALLM ALMAYS
<br />iMTINO
<br />(9CL�
<br />TO pA08
<br />COMOOIOM
<br />9FCt01Rm
<br />+9Lls -7a.3
<br />70. OR ums
<br />2 9/1r
<br />BOLIM •
<br />V. 21. 3•.. 1Y.
<br />2Yr t 3Y1
<br />+am -79.3
<br />7r OR LOSE
<br />2 7//'
<br />MOLYm •
<br />. t ew
<br />WpL1W ,/ ,/41-iW/�7uf. n,S. W WI1WAtI AT wcLWM . wR w - ISWarW
<br />«. 3 x•,: Y I .Il .•al al 1G •ML ,:,> ,
<br />SD.
<br />tAPOM ANano !WOKS FOR L D. 3 1h' -
<br />API4IWU TO
<br />flCT101e 6 •
<br />•n' WINES
<br />wmm mein.
<br />tAMIH 1' OA)
<br />NM
<br />;(.
<br />t7P00•
<br />rAtN1�11
<br />pmnAvn raw" 0
<br />AeoAm PUB
<br />TO COIo16E
<br />W C011OIEIE
<br />ro oo4DenE
<br />to CCK"Cim
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />12,
<br />N/A
<br />12,
<br />N/A
<br />V t 2• (TOP)
<br />it'
<br />re
<br />1D'
<br />3•
<br />51
<br />a
<br />6'
<br />4•
<br />1• (BOTTOM)
<br />Ir
<br />r
<br />Ir
<br />a"
<br />r
<br />6•
<br />r
<br />Ir
<br />1 OMt)
<br />1amm++
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />NIA
<br />12 1/2-
<br />it'
<br />2' (BOTTOM)
<br />66.0. -7a.3
<br />7'
<br />N/A
<br />4 1/2'
<br />N/A
<br />4 1/2'
<br />WA
<br />4 1/2•
<br />N/A
<br />3' (tIDP)
<br />70. OR LESS
<br />12'
<br />N/A
<br />I2'
<br />N/A
<br />9 1/2•
<br />WA
<br />9 1/2-
<br />N/A
<br />r (BDTTDM)
<br />12-
<br />N/A
<br />Ir
<br />N/A
<br />12•
<br />N/A
<br />12-
<br />N/A
<br />a (TOP)
<br />it
<br />a
<br />12•
<br />9 1/2•
<br />12-
<br />11-
<br />12-
<br />IT-
<br />4' (BOTTOM)
<br />W L M A SRO W. A.S.O. OEM PNMM MTta
<br />A MCI SBET SO FOR MONO• TYPE ! SWAM MR IAr4AAMM IMM WONT
<br />fwAt M9mM� VACNN A0 momM ow INSTANCE Am POLKAS® ON im
<br />VM40LILL FOR EA UM THIN M CaM ON SM UUt PWJCE ALTMI 9FRCM
<br />0 YIILMLVM N,CNC SHORN ON smnu 9Y *9 FOUAWC FACTORS. FOR
<br />MI6 OPOWICN 10 aE POIR»C REDUCJm SIGNS OBm= IBM FACTOR SMAU
<br />ROTE K LM TIN MOM" SPACING ■MOOED FOR VON AVOIOR TYPE A
<br />MCHM Loam
<br />Nip=1ME
<br />1/41
<br />1/00
<br />1 1/414
<br />1 1/41.
<br />TIIOBW
<br />OWK-N
<br />ne MOO WROW 9W
<br />3
<br />a
<br />3
<br />t uv
<br />Ote{Ato aesesA 10
<br />f
<br />A
<br />3
<br />3
<br />�R m
<br />RIp011
<br />r
<br />Im
<br />im
<br />As
<br />3 U
<br />tm
<br />let
<br />R
<br />+ REOINEB Mee. o=A c[ SEmem DwYou OF PAN& I �„
<br />AND ($ To BE 112' 1
<br />MNL
<br />I
<br />I
<br />++ amp Mea, owmm 9 Tom Borrow Or PANEL �
<br />NO ® 70 Si 3/111' 3/Ir
<br />MAIL
<br />Bumme
<br />COMPONENTS FOR REGULAR UFE CAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-11
<br />(TOTAL ..-- --------- I 1-- �-2.10r---mot
<br />,2.a00• (mEA1WE rETH)- - I f .7a0•T-- ANODE ---a OMEmt/4•
<br />Ix 1/r (TYP.) ----{ I .tY .120; OR • it 11r =
<br />20• P OW K K40MM
<br />.I14o• -
<br />f.67/' ♦ 1� E
<br />�, 1.016• LL '�
<br />FROM AT morn IVY THEE OF PANELEL 2 •HO HEADER 3 ■F' TR= O 4 ANGLE WITH STUD
<br />AINEE I Be UP, PAW Gk%vxm am
<br />JW
<br />W% htnWWRD Eao6 - - P mam -W
<br />64" �G•os• e?= '
<br />*.270'
<br />' 0.e2_5 f� 03H 02wo
<br />r. DR
<br />2.2w ISOMIE11M ViEW 1141 ♦ ',aT•. 2Tp --WNa
<br />ROUNDED CORNER • ENDS OF PANEL'S
<br />.37r---•+ DID LIP w/ HEM O EDGE..t2r
<br />(N.T$) _3w -'
<br />m�OLE OF�ME1
<br />2.300 r 'LOST•. O KEY HONE WASHER
<br />3.790• (Tr►.) '�' 31OSY H MUM. ALLOY © KEY MOLE AT PANEL-..7Wo•,--
<br />I -i *Su SEE 6 FOR ADOI11ONw
<br />2.12a' „ T,�.,F ,B1Y LELRATNXa r S.m uwm a I
<br />_ 26' �U10 MIND
<br />"19S' 12r 2. R -1
<br />-2.5w tell
<br />©7 REV. •H• HEADER ®,•�• HEADER O
<br />--I' MNV. TO
<br />®SLEEVE 1 VAX. J �Ar.MF ���L ��MA/��•p
<br />S.ODD•-_ s0/f- AUOY � 11 ■M�JOmiO � GCOaem76ETR
<br />�4• p A. 71(�r (, 1 f 4• wIDE�
<br />(USE ONLY FOR E-Z HAND STORM PANEL
<br />i Stt• ,M6• --I; Aw .470' 276• ', �-- 3: ' VCHI►,�c•''•.T SYSTEM) 6G63-Te ALUM. ALDY
<br />2.
<br />Lsi1 Y t
<br />i I ,23'
<br />rm' ,20, o6r
<br />( rm.)SEE 9UPI nNs
<br />1® BU(9 BUILD -OUT •F• TRUX @ ® S (tANAG 3 KLOY)
<br />ALTERNATE CONCRETE
<br />ATION
<br />CONCRETE AUCIIORS T saEDEoN E%Is1IHG POURED COtORErj_
<br />() SCHEDULE ON E706INq POURED aDNCREIE__ I •ERs 9 T•WOH 10) OR CONCRETE OU)CN �I
<br />SHEETS 9 redoes" 10 (at BtOdc 1 i REOLMIm. y
<br />LOCATION
<br />LES CONCRETE
<br />TE AD
<br />EXSTUD FIRMED i-•---fD. ATfO
<br />CONCRETIE Iwptle'..-� SLEETS 9 T#Omxm I
<br />AWN 141OD1
<br />I..-�./4-.)Iffix CONCRETE A�D/10Rs_� i r•w--i• i9mDOVaU t/T• 1 t-fa
<br />(SEE SCHEDULE ON
<br />SHIEEIW 9 THROUGH 10)PANEL LENGTH
<br />1� , pn• -i Ei7.
<br />1 �(Sm $OHM
<br />t 1 ( TO o"u•s. I F I FACLRv
<br />--- 1CIEOIXF
<br />1. _ Aw 70 GLASS. 1 u4Y-3o.,• �(gE SCEDUAE ,/4T►70.1• 9 t to�
<br />m I1461
<br />1 rT
<br />L ON SEET 3)SPACEt ANEL LENGTH � -- -_- L ,m sNL9. U SCff1t DI [ _-`- -�_- ; OW6 AnSEE SCEDULE (- _.�-
<br />-- I ON BEET 3) 1- ON SENT 3)
<br />ASEPAPAITO CLASS,
<br />(Six sock"
<br />ON BELT 1 11 OFsox 1 � , ; 1
<br />_,_•, 1 ``'(t,' �,� SPACER 'JCR
<br />LENGTH
<br />Mr
<br />Of
<br />MAIL
<br />B 0 I +/4• ILa
<br />AOAKaETE A4aMORs CONCRETE SCHEDULE MORN I
<br />ETE . \ OF WALL OR SUE (S Em O, T RO G 10, v SHEETS 91 mmum 106T- 9 22 Ilr LOW
<br />ELMOMESIGO ,,MAY
<br />• aC FON
<br />® p/4 T. CONDITION) POURED CONCRETE CONCRETE BLOCK EXISTING POURED tONCRETE� PE,��.,� PANEL
<br />Cow IT AHCHON,Ri,� i REGUMED. OR CONCRETE BLOCK
<br />sNHIEETB 91 T19000HO' 10) I I 1• MAX LOCO KUWA L F1 ON e
<br />------E,p,--- D m & (SEE TABLE It ON
<br />a/EETs 9 r ro.)
<br />SECTIRM
<br />4
<br />M3/-
<br />SCALE
<br />,' saLE 3/M1'
<br />FLOOM BULDING C High Valowdfty HurTleanl Ze"
<br />.44167 e•r0 TANK •L 24 GAGE GALVANIZED STEEL STORY PANEL F.P.
<br />ohm
<br />*: * :* N'
<br />NOTE FOR C.OIIBLNAMON OF Si•"T S• a/V/ww
<br />E.D. - EDGE DISTANCE STATE 0 ' IL E C O 1Me.GLOW PROTECTION PRODUCTS. LLC. DwF
<br />(SEE SCHEDULE ON TOP t BOTTOM MOUNTINGS CAN BE 9or• j1'i0R10T`: !L��� M0°DAW�.i�SaHs
<br />SHEETS G t 1t» COMBINED N ANY WAY TO SLOT ANY •. �G / R-aI�W,A+NR s•A4 20-175
<br />INSTALLATION. �Q ••• E w�. PRtN� �_0.1 m-inr P.nME BN)»h n. AVID W6F)I»-tl27 LII-1 NR
<br />'11Y.m A IWUT Jr., fL STINT 9 a 16
<br />INSTALLATION
<br />DETAILS FOR SERFS 2000 do 1000
<br />INTO EXISTING WOOD STRUCTURES
<br />1/4//-02'LAD . r 0.G w/
<br />E-Z HANG
<br />STORM PANEL C17
<br />1/4•e LAD scwn 0 r o.C. W/
<br />4.=w"
<br />jo/bt67ND. w000 HEAC
<br />. /
<br />S_
<br />�- ( .• Ya' wDOD
<br />movao
<br />•7 Rql
<br />I Ilr 1D/a TMEADED PEAEIFATIW1
<br />ro TXRTN9 wa9D HrAOER.
<br />4 can{ 114.1- SAA
<br />M ON EDGE
<br />•©oenL O t t• o
<br />FA 0a
<br />1
<br />1
<br />•EAeaDv®
<br />X
<br />, 4Y LAD scram 0 r at. W/
<br />(SRN DETAR 1/24
<br />NICE IA eao{D
<br />I
<br />�� (,,p•)
<br />5
<br />6ppp p�p
<br />i
<br />+AP6D'YM07nMn. POP"A"4
<br />b OF EWN
<br />D �14a/• w.a
<br />W EA. 00 OF
<br />E
<br />ILO ABED
<br />(M OVAL L/N t
<br />11 ( �I. I S
<br />1 4'N0IT IA Saco
<br />ep•N IAO SCREWS 0 r 0.0 w
<br />i+i 1 a PIN a SUMS 20M OR
<br />14- 00 MNAMAE PLUS w
<br />3 9 1r Nl..
<br />( -
<br />I i lw3rl4'
<br />IiNND 1/
<br />12-
<br />2 9/16' if..
<br />IMPAIRATION
<br />To CLAW .
<br />i
<br />r �
<br />W
<br />'x /
<br />1 ef-20r3/e 1
<br />T ax
<br />\.
<br />i
<br />CIO �)
<br />jI
<br />°�
<br />!
<br />I IY
<br />PAIEU4ATE F1BM{[ D
<br />Cant
<br />7R�Vrl�WE
<br />PDNEMTtaMO
<br />a VY oc nw.
<br />•�
<br />�• 1mm0 fflErMttON . 1>/ •
<br />wi �1 OD f1A7E~AEOIYMD
<br />INKALwam MT Olt a+ ma SCALE
<br />2"W
<br />SCALE 1/4•"1-
<br />AL.TERNATVE 1')W
<br />SCALE 1/4--1•
<br />Som
<br />1. INSTALLATIONS S ARE ONLY VALD FOR 91,11,00105 WWM AA.O. OESOtTUS LOAM
<br />UP TO +ftO. -79.3 M AMC PWEL'S U MM I* To 3•-lr.
<br />2, � wNLDr. aWOOODD Ill 9Y� Y a, o OR E'OW.. To KsOURERN 8
<br />.nl. ,.. 1I®E 00P (�
<br />,000 OR POMP M'wMLIAl10N 7YPE7KE ON S9FYg1(.p A�90TI�M.A615N ON AS
<br />ow-W
<br />-Imam3� A�AVTO
<br />TOP t BOTTOM MIXNI►AS 1',AN K COMMWW N ANY
<br />TD SUIT AtY I57AIAA0N. BOND 1/4' . I -
<br />NOTE : OWM TSMX6 MOT DOW FOR CLAIM
<br />MAXIMUM PANEL LENGTH
<br />L+" OR "L-" (ft.) 0
<br />MAXIMUM ASA
<br />PRESM MAD
<br />(PAS.) (+ er -)
<br />1XIIMORM t WDW
<br />OWALA70WS ,
<br />b
<br />M
<br />20.0
<br />1r-1•
<br />12•-0•
<br />ale
<br />F:-o•
<br />rr•-r
<br />.TRIO
<br />/1'-e•
<br />10-e'
<br />Jac
<br />70-r0'
<br />to, 0•
<br />400
<br />to'-r*
<br />!•-4•
<br />410
<br />D'-6'
<br />r-a•
<br />Sao
<br />a=r
<br />r 4
<br />$o
<br />Ono
<br />r-r
<br />r-r
<br />me
<br />a-0•
<br />r-4•
<br />no
<br />r e^
<br />r-r
<br />no
<br />r-s
<br />r-ro•
<br />also
<br />r-2•
<br />r-r
<br />a"
<br />r-o•
<br />r-a•
<br />too
<br />aa•
<br />r-r
<br />I100
<br />e•-s•
<br />ra•
<br />to"
<br />9•-d•
<br />3*-ti•
<br />roso
<br />e•-3•
<br />r-r
<br />it"
<br />-
<br />a'-s
<br />11&0
<br />-
<br />r e•
<br />rrae
<br />aa-
<br />V4Y LAD emn 0 9. O.C.w/
<br />Ilr tsa TMKAM P09MIMM
<br />ro CCWM WOW NEADBR.
<br />tAfA. +/4w 4•
<br />Nhl + P.C.
<br />4 Can1 F14A1-
<br />• 4 00 OF
<br />(SEC PETAL 1/24 0
<br />REaum
<br />�LJ L3 � ±f4i`��asY�isa
<br />SAW.
<br />1 'ROE to eBA01T) ILe , 4'k•2p3/a• M.S W/ 7he.3/32•
<br />Gast NU f Ir oC
<br />'� LA6 SCSI$ • r O.Q W/ 1/4•e UO 3K».s 0 r O.C. W/
<br />r2' Wn. MIWALED PWETRATOII tNH (21 2' MONOM I IBn tTHWADE0 PENETRATION
<br />Or PLATE
<br />OOD - VAL r.4• WMt n ON FORA
<br />PLAIT PEOUNED MT
<br />Z J{2MAOMrsa{NLA
<br />ALTERNATIVE
<br />SAKE 1/4•.t-
<br />1/4, 3/4. 4/5. 5/5 t 6/5
<br />CNEDIILE ONLY FEN! Ka" STOR11 2/4 1 W/6. 21111/6. 3W/7 At 4W/7
<br />RETIE. CONCRM BLOCK rt WOW W r VAX JY1d'sIEEHs 9 t am -__r MAXI
<br />r MN, , A»L
<br />END WITHTBACIfS (31. _ O ta) RDD]FFlRi AT Qtk
<br />O O
<br />D.M-0. 3O. 4.,-T�-
<br />OVECT MIOIRIfEO AT LAM DWO
<br />MAXIMUM PANEL LENGTH
<br />L+" OR "L-" (ft.) 0
<br />MAXIMUM AS•D'
<br />OEM
<br />PREBWJK PAYING
<br />CONCRETE t WOOD
<br />PA7ALUTXN6 t
<br />2"
<br />141-4•
<br />1 rr-o•
<br />200
<br />7r-101
<br />r1=r
<br />3a0
<br />tl'-d'
<br />to--r
<br />,LLD
<br />to'-1o•
<br />01-91
<br />ARC
<br />!'-.•
<br />1'-t'
<br />41.0
<br />9-7 •
<br />r-r
<br />Sao
<br />a"
<br />66.0
<br />r-s•
<br />r-2•
<br />FDA
<br />r-So
<br />l-11^
<br />MAP
<br />eao
<br />r-0•
<br />e•-s•
<br />to
<br />93o
<br />r-r
<br />3•-Ho•
<br />raao
<br />r-3•
<br />a•-r
<br />tO&D
<br />Imo
<br />rrs.o
<br />4'-7r
<br />rr9Jt
<br />s'-a•
<br />MUM
<br />POMM LENGTH
<br />(IA)
<br />MNMN sE wwm TO CUSS st mmw
<br />WIND SEED 4 170 .n."
<br />WIND SP®> 170 WLp.h
<br />{IItl1E81MMNm
<br />RtS7RANIED
<br />IINRESTNId1FD
<br />RESTRAONm
<br />30 OR U33
<br />I.
<br />I.
<br />r
<br />0 1/4•
<br />>33 TO 90
<br />1•
<br />1•
<br />7 I/Y
<br />7 1/2•
<br />>s0 TO 145
<br />1•
<br />r
<br />7 t/2•
<br />7 1/r
<br />>tD 10
<br />1 1•
<br />1'
<br />-
<br />7 Ill-
<br />seeks- .4!uMAA h-1 r A n u u WUIPlun PV ftmf1AA
<br />Col
<br />EIi®®0®0�
<br />[©]E�®®Dam
<br />[+i]l"
<br />10 Fr
<br />(1) L+: IAtIMLIA
<br />L : WIC ALU
<br />W PROCEDURE •
<br />VAX A Fast
<br />001,111) PANES w/ N-la
<br />' (� M SECTIONS 1WW • G aVFAUP
<br />L l - 1- -1_, _1J I
<br />2/4 1/4. 3/4. 4/5, 5/5 t 6/51 ASK,
<br />1 1010/6. 2W/6, 3W/7 t 4W/7
<br />AL CHM (SEE sa1mUE am &SETS 0. 10 t11)
<br />REGULAR STORM PANEL G7 ELEVATION 1/4 Me W2Aer N.T.S.
<br />Ow O. w "1 NDE wum �I
<br />3(03 jrij1L /_II.
<br />i BELOW FOR WN PANEL LDWH FOE HOME V• CAURCRIOR
<br />NO WOOD ARE UNITED 70 A 06 µt. MAX A.S.C. CUM PKSWK RATING
<br />ZS 9, 10 It,1 FOR MN. AAO. MM UWS t Wit M a LOW4 PLR
<br />' s , SPAWN w is u5m.
<br />44167
<br />`m0 WL
<br />24 OAQE GALVANM STEEL STORM PANEL
<br />ORa IU
<br />Ht
<br />It of
<br />I L E C O 1»6.
<br />GLOBAL PROTECTION PRODUCTS. U.C.
<br />' ,F �
<br />RID► Q,� /yAp�
<br />400 ILO 6, WOW
<br />MM FL 33314
<br />J!
<br />w"".. A. . f o
<br />NOIW 9Nim 7aA mA UwA»-nLT
<br />20-175
<br />�'•
<br />Ch 0»M {
<br />DRM■Np Mt
<br />H,t.
<br />s.
<br />eat
<br />WIWI A ,f. a
<br />wfumi
<br />uQf 7 7 N
<br />INSTALLATION DETAILS FOR REGULAR PANEL (I
<br />INTO WOOD STRUCTURES __
<br />WOOD AIICDRS - N
<br />� SCHEDlAE ON /'.{1 L .w20F/IW NL79 �ONOI W 3)
<br />/
<br />i
<br />SfIFEt 11) Zi7J wwwW
<br />! , •61/r INC. - am Put MR
<br />WTOODARP\ \ '.-lLJ It �
<br />MOOD ANCHORS t i 1 13CMm'UR[
<br />(SEE SCHEDULE ON -..
<br />1 �� - ON SHEET 1 FUR
<br />1/4. / SPACER
<br />SLEET 11) k ; 1 BOX
<br />MML
<br />1/2• Or t'
<br />1 - R MLL
<br />L Wool)
<br />Y` REQUIREDj I m, ----- 1
<br />T. f
<br />- ---- 1
<br />1 m
<br />-.' =•' 1 , I
<br />•
<br />1 I , t• IONIC ALL$*" SPACERS a 12 1/2'
<br />I +I
<br />H I " I) IS
<br />i ! SOX,EE NICETAM ON EL BOW INt o 1TO)S FOR
<br />1 1 I I
<br />SEPARATION j "V MAX 1. MAX I: 1 1/2' LONG SUEEVE'a.
<br />GLASi PANEL LE MOTH
<br />POMM LENGTH
<br />1 (SEE WHOM 3) 1 - -PANEL COTE HEANtE D OR PANEL CORE
<br />1 ON SHEET 3) ON SHEET 3) L _ ._ _ -__L _ ON SHEET 3) ! I •,
<br />PUG EWES SCHEDULE ON 9EET 11)
<br />�.
<br />L... .. .._A 4 WOnSI• ;..
<br />w 13r
<br />- 1
<br />ppSIyPD ' tog
<br />i I PATE
<br />ILIL RE�OUM
<br />1
<br />SHEEN 3) DIRECT MOM w� SPACER �
<br />li
<br />L--_yA_-- j 'k i ! ALTEttl, ITIM 2MYP
<br />SCALE 3/W'
<br />rr 111 S
<br />yIf
<br />S� t-_ _ /I • /2 1/2 O.C. SEE/ t
<br />yUO. A3•TD DELOADS FOR 7HB4 RPSTALIATION,
<br />OF 1' i
<br />S 1 EO
<br />�j
<br />• 12 1/2' O.C.
<br />WOOD ANCHORS **, sv= mD W/ ww
<br />(SEE SCHEDUUE ON VAtR SA N I I/2• Lan F.
<br />SHEET 11) (1) IMUAnN a LMO ID A OK M W 9AI WITH tr-r
<br />2 .4 W000 #MDR 1 I Islas
<br />i I!' RIt MY
<br />-° �+ \ f OULM MEMW DYI90N9•r Iam®Ro
<br />typpD ANppR$
<br />I `` STWGEwD W/ STUD I• WRL Mw4A MN 10 am NOIWu® I -1 Ne � ACNRw atn4 Wnu Oa00NN M WR F0w[ n tR
<br />W
<br />_ ON 2RIQr 7 NNA t MImIFLTA W Vr Aa TE BW�O•
<br />(SEE 9C/IEDtR.E ON Np1Iq ANWE IDMaIWq OeNlsaos AR[ t-- IIYtt SMWL m MAMIM a 6 1/r ac
<br />I
<br />CDs me it I/
<br />, SEE! 11) OOIPim STIR! >� 4 RpesOnwT PRAM 1Y 1/r OC, 9FAOIN9 AUOMD 9■
<br />") An
<br />Wq•OW
<br />-ft -0 (3) SOL 24
<br />4MIKBaFAIL N
<br />LUNIONMMn 4
<br />R1, t1AI0NO= 2AAn1 Wi01A0M AWAUaOt0iMD 6
<br />__-•'_ W. p1
<br />(2WOR2StlY Mesa. 2AN tWALL 0TN6ALTERNilg MOUNT low 113
<br />�I (N 1 Ih• WW N,O01 COMMM NA !KL K Ali OXMAM 00
<br />WALL Up�y(D vAmAA R6 2BMApa OLY
<br />_y_ �_..__pI_- - MOW conm no PONE WLL SCALE 3/M1• SW0 a I=LAIM w I 1 WIn 1M M SA OILY
<br />WILDPR wAo Mn . 2 13 A OLIOM MY ANY
<br />OAF9a1�iOpLR71A�
<br />SCALE 3/B-1- (e) NN TT Ww OILY TOIL me >m AND THE 7028 (1MM ®I1ON) OF7N RDIWO
<br />eWLW 1. 2 a 3 FEU ARID E
<br />12I/-OL
<br />FLORIDA BUILDING CODE h Wel NWMODno Zonal
<br />NOTE FOR CamYNATXRI OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. ?• No. 44167 '; oW itum WK. 24 BADE GALVANIZED STEEL STORM PANEL F.P.
<br />DESIGN PRESSURE RATING (p.2.F) AND PANEL LENGTHS i * T * : * pLra N,
<br />70P t BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) STATE PROTECTK)N PRODUCTS, LUG. a/A/om
<br />IL E C O ENS. SAW:
<br />O
<br />INSTALLAIIWI. F III "
<br />(GRID 'mCOALL FL
<br />2. FOR NEW WOOD FRAME CONSTRUCTOP WOOD LSAT aA..a>r 14�e.A■■aR 311
<br />MEMBERS TO BE SOUTHERN PIE No W/ SPECIFIC S%,....•'• l� w.. , I,INw ��90 O'Nse PHOW. dNMIs-7w FAA, (W)WO-GM 20-175
<br />2.
<br />DENSITY OF 0.55 OR EQUAL. aA-m2au a+ .R ORenn ft
<br />WL/O1 A .W. ILFm9 1 1 1WQI { a 19
<br />GENERAL NOTES
<br />Nun 2m Miami {■ .6R fYl7Y ! MIIO .tb». MWWLK
<br />(C) LO 4'11[ISDAKN If1000 fAtlIL 9PMF= CRIAM O " OS6 sell
<br />1. $TOTEM PANEL SHOWN ON TH94 FOIOOUCT EVNLW7,ON DOCUMENT (PLED,} WS BFFN 1MEa7E0 FOR COMPLIANCE N ACCORDANCE
<br />- 1/4Y TAPCON ANFANORS. AS YNRIFACRlRm BY I.T.W. BUE)EX. INC
<br />WITH THE 2020 (7M 101110004 OF THE nOtOA KXDM CODE. THIS SM M PAIEl WALL NOT IE INSTALLED AT HIGH
<br />- P14-tO PMIEUMOE fE]WE 0 AND PMIELANIE PLUS MODIRS, AS NAIAAACRIRETI BY ELCO CONSTRUCTION PRODUCTS_
<br />VELOCITY FWIITOCANE 20NF5 (MYTH -BLADE / BROWMIM COLRItIES).
<br />- 1/4Y LAG SCREWS PER N.D.S
<br />DESIGN WIND I&" SHALL K OMTFFNIEO AS PEA SECTION 1600 OF THE ABOVE WIVIVDNm CODE, FOR A SAW WIND
<br />- 7/,aY A 3/6• WOW MM". AS DMIRIDUIED BY ALL PONT SCREW. GMT At SPECIALTY W.
<br />SPEED AS REOUI.D BY THE JURISDICTION WHERE STORK PANEL VOU BE INSIAUM AMID FOR A DISIXTONALDY FACTOR
<br />KD-0.65. USING ASCE 7-16 AND SMALL NO EXCEED THE NA%YRM (A.".) DO W PRESSURE RATINGS INDICATED ON SHEETS
<br />CA) MM" THREADED PENETRATION INTO W000 OF TAPCO/ ANCION'S S AU BE 1 1/2• AND Y FOR ELCO PANELMAIE PLUS
<br />3. 9 THIN 12 t 17, ,t
<br />AND PAIELNYF FEMALE 0.
<br />N ORDER 20 VEINY THE ABOVE CONDITION. ULTIMATE DESIGN WAD LOADS DErOMAM PER ASCE 7-16 SMALL BE FIRST
<br />REDUCED TO ASO. DEIGN PRESSURE RATING BY MULTIPLYING THEN BY a6 N GOER TO COMPARE THESE W/ MAX. (AS.o.)
<br />C.2) WAN TNREAOED POI MT10H Or LAG SCREW. INTO THE WOOD FRAME UN7 SHALL BE 1 1/2-. NO DWAGM
<br />DESIGN PRESSURE RATINGS MNDICAEO ON SHEETS 3, 9 THRU 12 • 17, 18.
<br />PENETRATION INTO STUCCO SHALL SE CONSIDERED AS PART OF THE REQUIRED THRFMN PENETRATION.
<br />N ORDER TO VERIFY THAT ANOg ON DO P.E.O. AS TESTED WERE NOT OVER STRESSED, A SA INCREASE N ALLOWABLE
<br />SRESS FOR WIND LOADS WAS DOE USED N 7" ANALYSIS. FASTENERS SPACING TO WOOD WAS BEEN OVUM" N
<br />C.3) OPIUM WCE DIWM E OF NAG SCREWS, INTO WOOD SHAM K AS INDICATED N THIS ORMIM
<br />ACCORDANCE WITH N.D.S. 20M
<br />STORM PANELS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VOWI D N ACCORDANCE WITH SECTION 1509.1.2 OF
<br />CA) MON" PENETRATION OF WOOD BUSIED SHALL BE 3/9•. 1/4' 0-20 SCREWS USED SHWL BE 1 ,/Y LONG MINIMUM
<br />THE ABOVE MOOMM ODE AS PER AMEPoGAN TEST LAB OF SOUTH FLORIDA REPORTS #011401-01 AND 00219D2-m. AS
<br />SHOULD STUCCO L011i AND I' MM M FOR WALLS WITH NO STACGO.
<br />PER SSTD 12-99 At ASM E 330-M STANDAIM. AND AME»CMI TESTING LAB SOUTH nAMA REPORT P1123.01-10 AS PER
<br />TAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ sii 1004 OF THE
<br />c.b) N CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD WARDS BE FOUND ON THE E'IOSTNG
<br />n.oam emom CODE.
<br />WALL ANCHORS SlWL BE LOWTo REACT THE MAN STRUCTURE BE M SUCH PANELS.
<br />ENOUGH
<br />M4040PAGE WALL BE As MENTIONED N CA). C.2) t CA)
<br />2. ALL ALUMINUM OCTRU7Ol5 TO BE SINi ALLOY MN TEMPER. (UNLESS 0114vi NOTED). SEE SLEET 2
<br />(0) ANCHORS $HAUL SE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECFMATIONS OF THE ANCHOR'S MARIFACFURER.
<br />3. ALL AUJW#M SHEET METAL USED AT CLOSURES SMALL LAVE 3105-N14 ALLOY.
<br />6. PANELS MAY ALSO BE NBTALLm HORMONALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THNOLRN 6 (SHEETS 4
<br />4, ALL STEEL BEET METAL PANELS 94ALL HAVE STRUCTURAL OLALITY STEEL. AMU A-653 GRADE 60 1AEALM, G-60 GKVAIRM
<br />THROUGH S) IXCEW THAT MODEM *(p SILL NOT SE USED.
<br />STEEL DESIGNATION W/FY. 922 MN (AFTER ROLLED).
<br />9_ IT SMALL BE THE DIY OF THE CONTRACTOR TO VERIFY IfE SOUNDNESS OF THE STRUCTURE WHERE SAtrtEA 5 TO BE
<br />S AL SCiEWS TO SE STAINLESS STEEL. 304 OR 316 AS SERAM OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN
<br />ATTACHEDTo MOM PROPER ANCHORAGE. TARS SHUTTER SMALL ONLY KATTACHED To CONCRETE. BLOCK OR WOW FINE
<br />ScaleSte W/ 30 W YIELD STREHCIN AND 90 HpM AND SL p TENSILE STgCWCOMPLY W/ FLORIDA DA BL*DM OE SECTION
<br />2411.33.4.
<br />10. EACH RECLEM STORM PANEL WITH LENGTHS OVER 90"• AS PER SECTIONS I, 2. 4, S, 6 AND KTp9A7P/E'S 1W. 3W t 4W ON
<br />SHEETS 4. a• 6 t 7 RESPECTIVELY. SMALL HAVE A LEGIBLE AND READLY VISgIE M/Nf2N0 YYCATTRIICTNG OWNER OR TENANT TO
<br />6. BOLTS TO BE ASTM A-307 COLA# D STEEL OR AIS 304 SU4CS STAINLESS SEEE., WITH 35 k.1 WAWM YIELD STRENGTH.
<br />SECURE PANELS WITH APPLICABLE REINFORCEMENT OLMM P84M OF HURRICANE WAMaLG-
<br />7. ANCOR$ TO WALL SWL BE AS FOLLOWS:
<br />11. THE INSTALLATION CONTRACTOR IS TO SE44TACK ALL SRJTTER COMPONENT EDGES MICA REAMN N CONTINUOUS CONTACT WITH
<br />THE &IDeD TO MW Ww/TENT NLNISION.
<br />(A) TO EXISTING EMMb„Ggibli
<br />- 1/4•0 TPPCON ANCHORS AS MANUFACTURED BY LT.w. 1ADEX, INC. (ban. (`e••3192 PALL)
<br />12. STORM PANEL INBTALLAMN SHALL COMPLY WITH SPECS OWAIM N THIS DRAWING PLUS ANY BUILDING AND ZO W REGULATIONS
<br />- ,/e P A 7/r CALK -IN NICtOM. AS MMNFACNRIFD BY DEWALT W.
<br />PROVIDED SY THE JUMAD CTON WHERE PERMIT IS APPLIED TO.
<br />- (w . 3/4. 5OL10-SET ANCHORS. AS DNSRIIBLlIEO BY ALL POINT SCREW, DOLT k SPECIALTY CO.
<br />(Wn. Y
<br />13. (I) INS PRODUCT EVNA XIM OMSOff (P.ED•) PREPARED BY THIS ENGINEER IS CENTRIC NA DOES NOT PROVIDE 91F016Mim
<br />- j14-,D INSULATE FEMALE 0 t ►ANElAYOE PLUS ANCH10R5, AS MANUFKTIAIm er ELW CO1f5TRIJCtION PR0011CT5.
<br />PMEL ATE'
<br />FOR A SITE SPECIFIC PROJECT: i.e. WERE THE SITE CONDITIONS DEVIATE FWOM THE P.EA.
<br />- t/4•* ZAMAC NALIN ANCHORS. AS MMPUFACIURED BY DEWALT. INC.
<br />(W) CONTRACTOR TO BE $IMPOSSBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SITTY OF THIS PRODUCT
<br />Ai) W MAIN EMBEDMENT OF TAPCON ANCHORS INTO MM CONCRETE 94" BE 1 3/4% 2- FOR aco PANE,WRE AMCCONSTRUCTIONBASED
<br />ON SAFETY DPROVIDED AT SITE IS CONTRACTORS DEVA� CONDITIONS OETNLEO ON T14S DOCUEEM.
<br />1 3/4• FOR ZAWC NWLN ANGNORS.
<br />(c) INS FWO = EVALUATION DOCUMENT WILL SE CONSIDERED W" IF MOORED.
<br />A2) CALK-ft t SOLD-107 ANCNONS SHALL BE EMBEDDED 71e Nro THE POURED CONCAM. NO EMBEDMENT Nro
<br />STUCCO SMALL BE PERMITTED. Ile *-20 SCREWS USED SHALL BE 1 1/2' LONG W MUM SHOULD STUCCO EXIST.
<br />(4) SITE SPECIFIC PROJECTS BE CTS SPREPARED BY A FLORIDA A REGISTERED ENGINEEROR ATECT WHICH WILL BECOME THE
<br />AND ,' W WAN FDA WALLS WITH No STUCO'O. AND MAY BE WMED SCREWS ON ALL 71#EUmm SCREWS W/O //ENO.
<br />[WONDER OF RECORD (E.40 R. FDR THE PRECST MID WHo DUEL SE IESPON6»LE FOR 111E
<br />BUT wmi wNG NUTS.
<br />PROPER USE OF THE P.ED. iNgMEfR OF REC010. ACT91C AS A DELEGATED ENGINEER TO THE
<br />P.E.D. ENS, SMALL StI TO THIS UTTER THE SHE SPE M ORAMWGS FOR REVIEW.
<br />A3) IN CASE THAT PRECAST SCONE• PRECAST CONCRETE PANELS. PAVERS. ST DOO OR WOOD /aARDS BE FOUR ON THE
<br />DOSING ABU OR FLOOR, AII04M SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE OD" SUCH PAELS.
<br />(0) THIS P.Ea WALL BEAN THE DATE AND OR M SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />AND40MM SHALL K AS WWnDNED IN At) AND IN AZ),
<br />ENGINEER OF RECORD THAT PREPARED IT.
<br />_
<br />14. SHUTTER ILM6IFACILMM'S LABEL SWL BE LOCAtm ON A IE401Lr VOW LOCATION AT STORM
<br />- 1/4' P TAPWN ANCHORS AS 3WN6ACMED ITT R. 7. W. BIXLDIM NL
<br />PANEL SHIRTIER N ACCORDANCE MTN SECTION 1709.9.2 OF FLORIDA DAUBING WOE. ONE LABEL
<br />OPENING. L40ELM TO COMPLY WITH SECTION 1709.9.3 OF THE
<br />- ,/e P e 71W CA&AN ANCHORS, AS MANUFACTURED BY DEWKT. INC.
<br />r � 6lILACEDINCFOR �EVERY
<br />- 1/4.9 X 3/4• SOLID -SET ANCHORS, AS O44 MWTM BY ALL POINT S"M. BOLT t SPECIALTY CO.
<br />- 014-10 PMNEIMATE FDA" 0 AND PANEWTE PLUS ANCHORS. AS MANUFACTURED BY ELCO COpSTfWICTlp1 11
<br />- 1/4• * ZAAC NASA ANCHORS. AS MANUFACTURED BY OEWALT. NC
<br />EA...
<br />0.1) MINIMUM EA»EOERNT OF TAPWN ANCHORS. 10.00 PNLIMATES AND ZAIAC MALT ANCHOR, INTO THE•':,`��
<br />r
<br />FLQRtOA BUILDING CODE Non h Adele Fhtrrteon9 Zara
<br />ILOCK UNIT SHALL BE 1 1/e.
<br />0.2) CALK-N t SOLO -SET ANCHORS 9*1 BE [MOW= 7/6' INTO THE CONCRETE BLOCK UNIT. NO •• •[EHp44
<br />T
<br />*>eA "'w0D' Me
<br />24 BADE GALVA IZED STEEL STORY PPANEL
<br />Bwm ft
<br />SMALL BE PERM V4• 0-20 scmWs L15FA s1+AL BE , t/2- LONG NaoRR1 sNaIAD EJOSTATTEE
<br />AMSTIMI' ILTED.
<br />AND ,• MNOXMtAN FOR wAAs WITH No sTucco. •qGLOM
<br />-- _
<br />IL E C O 1»t.
<br />PROTECTION PRODUCTS. U&
<br />w/s
<br />41�:
<br />8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE
<br />EXISTING WALL, ANCHORS SdNIAI.I BE TONG ENOUGH To RFAON THE MAN STRUCTURE BEND SUCK P
<br />�An ♦awn■ eWMIa R AK.4O.ALC
<br />. n,4i"m-a■... • e■q arI-,a
<br />lL a]3J
<br />w,wW: pN)IAWC M F33 DN)IWP-t»7
<br />20-175
<br />ANC OL4 E SWILL BE AS MENTIONED N ILI) AID IN 11.2). S/TONAL
<br />�
<br />�6i••600N�7,i
<br />.•. w r
<br />W IIt
<br />rMnm
<br />PE
<br />,4Rm A,Aur Jr. P�
<br />�•-••
<br />SHOT I or N
<br />INSTALLATION DETAILS FOR REGULAR PANEL nt
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />�P��yMTINNCq POLAwD CONCRETE P0taw0 IXINCE7E
<br />; onCONCRETE BOOCt MMLOM
<br />BLOCK
<br />OONCWM ANCHORS Common ANC M
<br />cm ScHEDW POU ME SCHEDLAE Of oa /� sr NCi RED
<br />ssmm a rImo DHaN 10) r (y } SHEDS 11 THROUGH 10) r- 7 { � , 4y3y1
<br />1/r ,p. �//cmmm 3
<br />E.p �/ SMR'TS 0 T6DUGN1 10 I �
<br />MAX. COICRM ANCHOR;
<br />T ml lle6 W.
<br />E TO SUSS. i 1 imOOt 7-In 1 i
<br />_.
<br />SCHEDULE
<br />°BLA55 E OWN S EET0: PArt► "' LENG„M ON
<br />>
<br />1 1 (O�i sowulu:SIMRT 3)3) i ----' •I.• EWh. sEpomnm I t• Ma
<br />,>oNAa1E ANCHORS_ E _. _--- __a.._ , t_ 1=To CLAIM PANEL LENGTH
<br />PANEL m' mu EMON'� ( ' i SCHEDULE
<br />(SEE CONCRETE
<br />ON ; r-__ . _.. .T ._ R _ - T - on SHEET s) I aN A 1 ON BEET 3)
<br />SHEETS I THROUGH 11 I 1 I 1
<br />or t. 4
<br />Sam
<br />N '
<br />■ • s r MAIL
<br />E.G. j E.D. 1
<br />WOW mm
<br />CONCR
<br />1 Umom 4'`NrR/6"wiI m CO'ND" DICK i • 1 1h' as 1 I CONCRETE ANCHORS J i N•PUCIBLE) i
<br />m (SEE SCHEDULE On
<br />'-•'1' WA'••. r( jIDLY WHEN SOLD
<br />LOCATION SET t CAl1t-N
<br />�•' PPAEIMM7R ' L--"Ot "DCONCIETE 61DCK
<br />AL7E19AE CANCwt[ POIDm COINCIO:IE CONCm7E M0HO16 AE Lam REQUIRED.
<br />ANCHORS CONCRETE BLOCK REORAIED.
<br />MET SOCCLU (SM SCHEDULE ON
<br />Stan 9 716101DHON 10) smem 9 "wasum SO)
<br />YYl7rAi, .WALL.IfflummaSECTION�A6 ffJA ..m7C1i01 sFJLE 3/Mr WALE 3/11 gm,-
<br />NUM
<br />3!r' CEN F'LOMM BUILDING CODE Non High Velocity His zone
<br />*? 44167 .o07M 91A910, Rc 24 GAGE GALVANIZED STEEL STORM PANEL WAM W.
<br />ED -[DOE DISTANCE NOTE FDR COIf91NATION OF SECTIONS:
<br />GLOM
<br />(SEE SCHEDULE ON TOP t BOTTOM MOUNTINGS CAN K$p; STATE IL E C O I»C. PROTECTKI PRODI►C75. LLC. p Brr
<br />SHEETS 9 At 10) COMBINED N ANY WAY TO SUIT ANY �'• AllORIOT' 14► ■.a RAN■ M00tEW�n�I3n
<br />INSTALLATION. F (>,� / •� +W41�= 41.-W. NNwc ON)r••x4s• F■e (MN)FI6-as'r 20-175
<br />SLIM XLN I. ►L 1
<br />R 4 of N
<br />INSTALLATION DETAILS
<br />FOR REGULAR
<br />PANEL (j)
<br />INTO WOOD
<br />ALTERNATE LED
<br />4•Ne' FE ItIXPRm7T1N6
<br />l
<br />' ' L t'-
<br />t
<br />A�DEQIIAOT• a RaasTINa WOOD
<br />1
<br />BEAM TO NNE CERTIFIED IN
<br />RE%SMM EN61Eq OR
<br />-. �i
<br />ARCHITECT PRIOR tD MUTTER
<br />`-1LJ
<br />NSTIIATDN. ANCHORS
<br />SEE SCHEDUILE ON
<br />- %
<br />ALTERNATE WOOD
<br />(SEE SCECNE ON
<br />j
<br />I L4'A•H• NX WNHO. WO
<br />I _- AWB6I m IWWW aR
<br />BEET 11)
<br />SFIEiT 11)
<br />t/Y'
<br />f"
<br />Ertl ,�H•auc. YS W/ 1M
<br />1 MAX.
<br />WOOD
<br />t/T'
<br />-�
<br />1 �•. i -""i
<br />REOUBwO
<br />,�� 1
<br />r�9sniWlo mn
<br />WWO ANCI0115
<br />!,
<br />` `
<br />1
<br />W • 6
<br />,
<br />(sm 118CN'CRE ON
<br />N2p„•
<br />1
<br />MA.11E
<br />s12EOLRE I 1/4w9p,
<br />t 01 _ OaE
<br />L-9AE♦.EF 3) - -- "�rwo� I
<br />/ I
<br />3.•--- -- 1
<br />S" SEPR10m W GLASS.
<br />.(SEE SCNEDIAE ON BEET 3) i-
<br />I
<br />,p•9••LdP t' MAX
<br />•L• NI
<br />1 , ReaN NIAWI f•417 AK
<br />t---�=
<br />-
<br />tL NA __ O PANEL U mm
<br />7e wI
<br />'H 1
<br />1 1 1(PANEL
<br />am
<br />-_ . _-
<br />1 -_.-_
<br />SEE SCHEDULE
<br />NO�a09.mOAllm'r 4i am SEEN 3)
<br />f I ON SIEEF 3)
<br />1 1 I
<br />1
<br />1
<br />1 I 4a1[ I
<br />I
<br />T
<br />OF 1. :
<br />1
<br />1 OF 't'
<br />4
<br />,
<br />Mw
<br />I
<br />1
<br />1------j
<br />1 • 1T 1/2. O.C.
<br />I
<br />H_.'
<br />iQ
<br />1 I i
<br />t/Y
<br />•.-3sr
<br />NO 1
<br />1
<br />I
<br />HrAe at
<br />-- --
<br />L Y6' O�LM"
<br />ANICHORS
<br />2•a• WOOD MAL!
<br />REQUIRED
<br />I t,
<br />f 1 I
<br />•�D0D IOM
<br />�.(SEE AIIHEDULE aN
<br />CEDLRE
<br />F-
<br />QM 4'
<br />MST,)
<br />`l 1
<br />BEET l,s(3)
<br />4�
<br />2* Aft -
<br />aAALE 3/Mr
<br />BUILD
<br />ALTERNATIVE
<br />-our uoLR4nNc
<br />SCALE 3/11-1-
<br />4W
<br />E A. 71�r
<br />M►IION
<br />NO. 44167 •:
<br />MOTIF FOR COU OF SECTIONS;
<br />FOR
<br />FLORIDAFBUILDING
<br />CODE Non h HM
<br />no Zomrrloa
<br />1. OiSTALtA710N ARE ONLY VAJD MAX. A.S.D.
<br />TOP t BOTTOM MOUIJT9NGS CAN BE DESIGN PRESSURE PoATR46SiANEL LENGTHS
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />�•'•. STATE
<br />a m mm� es: 24
<br />GAGE GALVANIZED STEEL STORY PANEL
<br />aRMN a:
<br />AS PER SCHEDULES ON HEET $
<br />BNSTALLATpH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />°�`• 1011) '' �
<br />•�
<br />C PROffiCTION PRODUCTS. LLC•
<br />ah/hMW
<br />MEMBERS TO 13E SOUTHERN PINE No 2. W/ SPECIFIC
<br />DENSITY OF 0.35 OR EQUAL_
<br />/TONAL E
<br />I O INc.am&
<br />49m m B+ sum
<br />SAE,
<br />iN1
<br />•a�I_-IA.
<br />ftom WwjBa im (MaMN-NIT
<br />20-175
<br />Px $L%Ism4vuwtwt
<br />G mOaH
<br />A i_ PE
<br />AA- WA
<br />GAMS Rt
<br />MM»I 7 M IS
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<br />N
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