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<br />P.E.. . 4m NT-Tf4 A.
<br />�
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<br />MAI(OAt%If.. SPICING /Txi E.D. +..? t/2` «.
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<br />pR6BURE
<br />wYnNc
<br />(p.4 d.}
<br />�,
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<br />eIOCK
<br />Tos:� CONCRETE
<br />BLOCI
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<br />sar �LrE
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<br />ro CONCRETE
<br />wwc4r�T€
<br />BLOCK
<br />ANY ESN
<br />aF�F ENuil
<br />LENDIiI 1' R..
<br />( )
<br />6"
<br />N/A
<br />NJA N/A
<br />6" S N/A
<br />6'
<br />t N/A
<br />fi"
<br />j N/A
<br />N/A
<br />N/A
<br />T (TOP)
<br />6`
<br />A'
<br />N/A NfA
<br />B`
<br />N/A
<br />N/A
<br />1 {BOTTOM)
<br />B'
<br />{ N/A
<br />N/A F �N/A
<br />$" N/A
<br />6'
<br />, N/A
<br />6"
<br />NIA
<br />N/A
<br />N/A
<br />a (TOP}
<br />$`
<br />N/A
<br />N/A t NIA
<br />fr` I N/A
<br />5"
<br />i. N/A
<br />5'
<br />I N/A
<br />NfA
<br />N/A
<br />2 {BOTTOM)
<br />r55.5, -72.0
<br />6'
<br />NfA
<br />NJA
<br />Nj��N.fA
<br />OR LESS
<br />6"
<br />q• w
<br />NjA NjA
<br />6'
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />VA N/A
<br />$` N/A
<br />B"
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />H/A
<br />T (TOP)
<br />6"
<br />4"
<br />NjA NfA
<br />6'
<br />6'
<br />6'
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM)
<br />N/A
<br />N/A
<br />t 1/2- 1 6 1/4-
<br />2 �
<br />1 1/2- 6 1 b"
<br />2 J
<br />6 1/4-
<br />6 1/4'
<br />6 1/4.
<br />b'
<br />6 T
<br />f
<br />N/A
<br />N/A
<br />5 (TOP/BO7TOM)
<br />50.0, -53,3
<br />N/A
<br />N/A
<br />1 1/2- 6 T
<br />2 /4
<br />12 1/2- 6 1/4-
<br />1
<br />8 4
<br />J
<br />tf-'_ -
<br />6 <
<br />8 1/4-
<br />6 1/4-
<br />� N/A
<br />N/A
<br />6 TTOPfBDiTOM)
<br />'-B' TO 9T'-3'
<br />55.0, -T2.D
<br />FAfA
<br />N/A
<br />a' A
<br />6 Tf Rf
<br />6 1/4 N/A
<br />6 4'
<br />if �.
<br />6 4`
<br />#f
<br />6 1/4-
<br />8 t 4'
<br />%
<br />N/A
<br />� N/A
<br />6 (TOP/BOTTOM)
<br />'_ �..
<br />x6 8 TT) t1 2
<br />NIA
<br />N/A
<br />N/A 4 NIA
<br />N/A � NfX
<br />N/A
<br />N/A
<br />6 i'.f4'
<br />8 F/4'
<br />S 1J6"
<br />6 T/#"
<br />B, 9, tO (70P)
<br />4J.B. -4B.D
<br />8°
<br />4"
<br />N/A N/A
<br />N/A i N/A
<br />N/A
<br />N/A
<br />6'
<br />6 !f4"
<br />6 lf4`
<br />8 (BOTTOM)
<br />OR
<br />OR LESS
<br />- fi..
<br />q^
<br />N/A N/A
<br />NfA N/A
<br />N/A
<br />N/A
<br />6'
<br />S'
<br />6 1/4"
<br />I 6 (/<"
<br />9 (6O1TOM)
<br />12' _4* 1isS
<br />NfA
<br />NJA
<br />N/A -I N/A
<br />N/A t N}A
<br />N/A
<br />N/A
<br />8 I/4' 18
<br />tJi`
<br />6 T/b'
<br />6 #/4'
<br />i0 (BOITON)
<br />$€€ ^75 iD, TT AND 12 F'.#i AIRO{DRS T1WE k SPACING FOR NS7#kLATTOTYs INTO WOW FRAME 8(%ADI1B.
<br />{9F4FANN ANCHOR SPACANG3 AND MMAMUM E97.`f DISTANCE ARE NDIOAIE4 Ofv TN+.ei. SCHEDULE. FOR ED. tcaS
<br />T9iNN WURATED ON SCHEDULE. REDUCE ANCHOR SPACING BY MW,TE LY,RG SPACING STNYNN DN SLT#DU[f BV
<br />195E FOi1.pWENG FACTORS. FOR TFS� 0?EHATWN TO RE PDSStd1,C. REDUCED SPAL'NG 08TNNED USING =AdTNt
<br />Sk41. NOT � LESS THAN LE}ANN)LT SRALAtO MIOMJITED FOR EACH ANCHOR TYPE AT ATN:110F15 LEA..
<br />TYPE
<br />9J4"0
<br />Tim
<br />j{I'a
<br />151IP-DIP
<br />4J4"R
<br />1%4"A
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<br />1/4'r
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<br />3aU6-'#T
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<br />3
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<br />a Tj•i
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<br />jet TO EXISTING_WO�STRUCTURES
<br />-- ' -
<br />`,%'.. i--•' TES; : 96--.i0 PANE1kAtE PLUS-
<br />14 T B
<br />�a 4.
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<br />- EXIS PENEPRAGES TO
<br />EADEo
<br />I NEAG'eR
<br />EXISTING WOW WAGES
<br />( 4
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<br />E%ISTRAQ WOOD HEADER
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<br />SrtEEI B :.
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<br />'SEPARAT%M
<br />( SEE se9R,DUN.c aN
<br />SrNEF e
<br />i
<br />FOR NH.
<br />j m tub
<br />Man, PANEL LENGTH
<br />i 1/4'r-2mit' S5 i (SLR NOTE 1)
<br />5/13' WO$ NUT ._.- - i
<br />#4R ODrt. 1 FIX5 NH. SCPARA1KIi
<br />ro cleat, `, e _I ( w Dusr.
<br />...- "-' M9x. PANEL LENGTH -_-
<br />iJ4'P-aa911' S8 ! (Sit NOTE 1) IJ4'a-�zt' S.Lc
<br />D/R• A1TA1 NUF r--.. ____ _..: , }JSY TRNp NUT
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<br />T (SEE NOTE T)
<br />W kYER'f tWERUnP i.
<br />3 --Q E� P..
<br />6tF
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<br />W10 NJ_ WA*, DIRECT
<br />MOMT_j WALLM
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<br />SCALE 3/8-9`
<br />1, INSTALLATIONS. FOR ALTERNATIVES 8W, DW & IOW ONLY VALID FOR
<br />1T)t
<br />BUILDINGS WITH A.S.O. DESIGN 14ADS UP 10 +43.8, -4&0 G.s,r..ANT)
<br />VO Q`OA
<br />!
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<br />♦JNO
<br />*3.
<br />PANEL'S LENGTH UP TO 12'-4• ,� L...•'•,,•., . •"M, y,
<br />2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS T0. BE SOUTHERN
<br />Pi SPECIFIC D F R UAL.
<br />N€ N0. 2" W/ EC. C EN°..4'M 0 0,55 0 EQUAL,
<br />, OEN ._..
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<br />( h H
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<br />$
<br />410
<br />_ : k =
<br />0 20 GAGE GALVANIZED STEEL STORY PANEL F
<br />T
<br />TOP & BOTTOM MOUNTINGS CAN BE
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<br />= * : -
<br />'�, TE f
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<br />GLOBAL
<br />IL E C O 3 c_
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<br />CDNGMETL ANCHORS CONME ARCNOF4 FOR CONCRETE ANCKO"m SEE SCHO1,I A ON SHEET I.;
<br />(SEE SCHEDULE DN (SEE XH OWE ON F10, WOOD SCREW: SEE SECTION m SIw {$ ALTERNATE ALTERNATE
<br />S,BE'T 14)� 94a, 14) >:. r-'s-'•: .��) t. zeE.iwjis 1 1 8. LocAnDN 8 1 1�-`!� �! /`-{ AT EN`D°PA'N74EL' 8 1 jNSTALLATION DEIAA,I, FOROPTION A 1 FOR LIFE SAFETY ��,Rlt+l PANEL SYSTEM
<br />_r- 4 -t PAD coFGTTEFE ; _i ,• 1/4t 2/1. 24/1 3j4 OR 4/4 t, (g 1Wj15 .. _ V-0 1/2' --------yAT END PANEL tJ4. NAG SCRLWS • Nr mc. Wl .li TI Y
<br />ti .�` },25D' AN(nt i ; D INTO XI WOOD STRUCTURES
<br />.250• • -, �n I SRJOs A EVERY , I _ , 1J1 {Rx. T+IXEAOFA PEFETRA,FNt
<br />Naa t �$ I F I I I OVERLAP I I m E%1S1aiG WOPD ItFADEP
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<br />HOLD
<br />�
<br />-.) A , r. 0
<br />] i "T" f
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<br />.. _ �_. � STUDS A EVERY
<br />_...._ _.�. !! 11f
<br />< r - .._.._ _....,1. �} .• '': {T
<br />f 7 a I r TQ PANEL , „, 3
<br />SEE SCNED 4- ON F-� rSFI 8I>SLDVLE � {END PARR) QHIERIpf PAN (MFFFDW PINp.) IATERIN7 I END pANil jfT `� '7(F :. 'y { s
<br />:TAT iWmn. SEPARATION I OI FOR wad. SEPARATION ( ` j I f� I ', 1 1 ( I )1 ; F i i IJJ"�5, .. (( 1 j i I
<br />f I TO GLASS I I ( I 1 1 'iJ� ° '-� lv. -•t 1 I } 5 I _ €O�
<br />(D
<br />T/MIN/3z- 7/B'OtF'J/32- a - - I'.i
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<br />SWO a tt 1/2' G.C. 511R7 a 12 .1r D.C. I i I i. t - - - /
<br />1 I 1 t 1J<` SEE .._ T - - -.. r .. { L
<br />SEE INTERIOR PANfi END PANEL ( ?;� (i , ! j '-INTERIOR PANEL. EM PANEL i -1_J � ED EO -
<br />I�,NplMC I/4`nT' YMONi I t. - SCHEDULE %1 SCHEDULE # A J4` SEE SEE I.
<br />Wd �EEDNU95 5J4. 41n. (CJS,f ,) W/ $RF�AN4n5 I { I CRi !A i7R B ; �REIYr.E SOHELULE ' 4 NOOq HEALER 1
<br />1 1/8' MITT 3 ) ' ro a 9_ 1j2^ D;C. ' ,_ j( -.., { .. ._;_. I .. �_ .-1..L._ _ x. ._ .. ! [,. til \.`..J 3-.....,,,:. FOAM. FOR Idwe: s• - -% ,«._- T E� FOR ,, ._ (2 FOR �._.3• .. i RERLRrt[n r.
<br />1 7D 41 ti )/i D.D. )` IAn. (CASE ,t + 1.- 1. i . C. _� 1 , S 1 .t, 3'.-+-
<br />IS" DEL. TJI{)„ Fy DE7. 2/N) I F.t ANCHOR ANCHOR ,
<br />R (SEE p jj`-�- .t.� _ _ _ OR DIRECT MOUNT SPACING SPACING me, ANCHOR LOTS. ANCHOR I- 'Ip 9 i �~ T. _ F :� i ! ? -.. BPAQrtrO sRAw'1NG 4 I
<br />(A.TNa41TElDCATtaN { : ,_..._._..... i'_Y Ion ...� _.. ..-...... ..__._....-.SPACN1"-5` NllSPACI-°-------•�. '>1 HE sA WOOD 9+E:9R R
<br />{
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<br />€ I N k z/14) f+LnDAnroN SCALE, SILL' =9' 7" NYNc NJr o EiIIrr L�
<br />k SM a 12 1/2" O.G.
<br />I ( i6(>� DVA&"�1/1{ MAXIMUM A.S.D. DES PRESSURE RATING 73 #) AND C0RREQ � �I TERNATIVE 1 ALTERNATIVE
<br />m CONCRETE3 MAXIMUM A,S O. DESIGN PRESSURE BEING (p.s.f,S� AND -I�T11 T R Mnn�LF ONDIN _ /4bxi' IMCW E pou�n _axcaOE� I i I I�� I# � I -{ I i � I s a/1{)
<br />W I jEPONDING I UM NC i0 PACING SUS. AT C8 TOR MAXIMUM P`ll-L iNF.�ITH-�`L" SCHEDULETOY.N
<br />` 1j4 2j4 ZV4 3j4 OR 4j4 lx 2,A �7Wj15 1, & TWjTS LAPPurAmc OAa t Ns t & oc )11s¢ i2 , a' me
<br />5'Y>rffE1 ON S)ser I31 I
<br />1 }
<br />AI LIFE £ LOCATION {{NO{AflF A.S:D. L7£MatN. Mat. PAYEL IflRFR+ {IUAWUT 9EPNk10N AMI6 i NEE 5c1ET I. {
<br />4N LIFE SAFETY PANEL i,_. �E(allr,.:? % ' 7R%kLf...119' IA,.NOUNi Of%4L�,-,,4N5 TOP & BOiF'R-9jli..X3e...�,I%.._'Wxl._7.%%`.._' hr-) is aAS! :GkaeklN ON A9'£T 9<
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<br />- '. € I Cone _.,:__.._.w. L. REGULAR PANELS W/ OR -.. __... „__y" LOCATION Of , (SEE NOTE )BELOW) .. - g
<br />„_ r,.: '^ SAF£5Y PANEL MOMMUN AID.. TOWN a TAP -NIP CAA-w PARMSPoE FEMA9E 0 PINGU Are PUTS AFMI4CAB{E o $g sEPNRATrt - I L ! C}`+)
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<br />L fy .. _,_ -_ W/0 REGULAR TRACKS (SEE N�O,,Ty�E i - Ds".IONN.YtaNS { k W4Wa1UM 2M ¢
<br />OaNCRETE ANCHQ45 ,-! - . i ., ::%` :_� BELuxeN Y UIST PANEL ((Y�� TO BE MYSTAJ,.LPD AS PRESSURE Ta x wit 70 :.CORPREM TO
<br />CO To TO
<br />,E CDHCREf£. CGNCI,ETE T NMTfoN LENGTH "i" LPG) 1 E{f
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<br />-
<br />.....-...,.....,.n... j
<br />A.f-I R1DCN R1ACI DLGCK FILOCTt REDtti( SEE SHEET 15. FOR ANCHICA3 TYPE k Slit Mgt Hsa'TALLtRONS MOD WOOD TWA* JARUP a, I 4 I E.
<br />SMEEi ,4, , ._.''"' { ! ) O IO R I S E OR lOWF4CaJTATE StiS'tA�WT1WN MTIX{OmH"Noff 6` NfA N/A NJA 8' fA 8' N/A 6` NjA I & 2 (TOP) E.D, LESS_ TNAN. MCAT fl ON •,PjIEDAr RWUCE,AAC :OR SPACM RY MULTIPUTNa SPnGN4 't I EOj l { EQ
<br />Cat_AM {/ 4. y TO BE INSTALLED OR REMOVED FROM, INSIDE -REDUCED - i 9 Be
<br />COW( SC ANCH DN- - •� - PANEL(J) & f of STRUCTURE 55.D. -72.4 9' 7' 5' 9' 9' D« 9` - 9` D' 1 B' 1 (BOTTOM) 5•-O' RR LESS 4NDN:t DN SGF�M[f BY DIE FUI.unYNa FACTORS, cat flNs F%tERtflDN To POS AtC- t-..`. 1 t f O
<br />---E.D C'�'Lt kE - - PNpGiED itstANGiGR TYPE ANCFMIR3 3EL-flIO. LE45 THAN N9WWtN SPACOIO _ - I I i_) MXfia. PLATE
<br />SHEET T4) �7 TA ION 6' N/A N/A N/A 6' N/A 5" N/A 5' N/A 1 & 2 (TOP) _
<br />WALL MOUNTING CNSTAi LOTION A6�. �J���,QOR #IQI}N�G INSiALLATtON SCALE 3 as =T` +55-0 -72.0 5'-a` to � s'
<br />/ 9" 5` 9' B" 9^ 7 1f2` B` 9` B^ 9" 1 (BOTdON) -. ANCHORTYPE 'f�•°--..._'J{ _ _PAN,rYttTF` 1PNA`�L ui[ of<'+__ F_.'_ • I `t LTE. ,}
<br />FE
<br />'•• �"Ei,. TI SCAT.[; 1f6" _' ,' - SECTION 2 SCALE: SEE" '- S° T..'.4" MtP:. SNIP. C7 tl37� 7 r 1 r Fj4. B` N/A NJA. N/A 8` N/A 6' NfA. 8 NfA 1 !N 2 (TOP} .. , TtsCA7rt iz tAw-aan
<br />t^ -y» +55.Q -72:0 7 -6 TO.S -$
<br />� DAP i B` 4' B„ 8• g• B,.... B` 8• B• , 8" i (BOTTOM) un NKaTOP RVAWrc iTrv)
<br />1:'...A:i.-REF.,:TY_""ctI'_.PWF'.11' II3wa,�'fA7fON . :
<br />I, IeTE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL) 1 (! }�`
<br />lMIPAfHITAA`r (ka) ] : .5 5 � 5 ,�
<br />__ aAAWS sTn 51 _ �)Dott. ALTERN�TI E TERNATIVE 4 0 CU
<br />OR AS AN INTERIOR PANEL.. (ANY PANEL LOCATION IN BETWEEN END PANELS). 8 ((AAi OiTERARt PANELS. g (N,TERwTE WCARDN • 71Ci P7CFOR I 3'x45 PiATE I - '^
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADSACENT TO REGULAR PANELS SEE NDIE iD AT EVD PArKTS. SfdtE::. 2__�tCLIIQQB MOIhSt CONtMFNX:6 AT BOT70p! Ws,n ». 3 a/2_! t x �, TM�JN;t }talRFl&ED PfNkTU9Gg OR f
<br />(W/ OR W/O REGULAR TRACKS.) SEE Rat[ I) Ir LONG �5lL9ND'xf
<br />�+ r� /� p MAXIMUM AID. - (SRO • 5ja• AT. Nmf TIP OF NDA CAE F DTIO a r Wi .MAN Tat Or ANDLE) APPLICABLE TO ? tJY T j+Y-=.ZWY 5.9. NS a a' D.C. OR `v
<br />a. LIFE SAFFIY STORM PANEL cONSSTs OF OD39' GALVANIZED ST EL 5TORM PANEL AS SECTION 8-8 DEIGN - _ _ SECTIONS ;I & WXMUM PANEL p ... tm - /W - L.N)D as .. ij4's-m FNNEiwTE nxuE ID DR �TERNATIVE WOOD FRAME CONDITIONS do ANCHOR LOCATIONS
<br />PER COT
<br />SHEET 2 OF DRAWING: SCALE 3/32'-.1° PRESSURE TAPCOI! - m m TD COTA8INAT:iT LENGTH "L" YL) �S"'InInN{„P{F 3�,lz• _._..- ._ _ -- _ ._ I.fb '_ ±no -- PATMLOMTE PUS a a' O.L *uGNE 3/Y. 1'
<br />THIS PANEL STRUCTURE, -LOWS ITSELF 70 BE REMOVED OR INSTALLED FROM 1,#E INSIDE OF RATITE. F.a.T.' "� } , -
<br />of THEM A Tf!(r T Er�ED PENamATION 1a ExsT9 avian
<br />J. L9FE SAFETY PAN REQUIRES TLW TRACK TO BE COMP NEW &BOTTOM tRACN TO ♦♦r"'tMIFN100101 , +49.2 -81.5 3` 3" 4 TIES" 4 7 2' 2 (80mmj T'-5" OR LESS .w, .'Y+," EN ✓.f W.i#E : MtiN1EER TR/,CKs NOT SISQAN FDR cum1T
<br />LA/tL� 2,�/± {�,IA! q iiMHMNN
<br />8E C001PONE AS PER SHEET a OF THiO ORAWIMG, \t'♦tO+A TI(,l/%. J h +52,6 -68:0. J' 3" 4° 4' 2 MOMM) Y-6' OR LESS ,g ,,'� F SL�a6eie.. M0. NTIF.S'�'..-1I.Sa,'SS*'St'"�'�10,�!I .T♦,� W
<br />���}}��,##.. , <, .,.,,, ,p _ . .. ALTERNATIVE 1 W ,. 4 , ...,,,.,, {/,
<br />COMPORikSF %kAY RE WSTALLEO WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I & � N' ''•,}L �.. .y.+35.0 •-72.0. a 1/2" 2 rj2" 4` 7. t/2' a (Rs3TTOMj 7'-S" t)R LESS � N{,T, +�Idi1 �l7
<br />2 ON THIS SHEET, AS WELT. AS DETAILS T. & 2 ON SHEET ,4. ♦{••,• tiCENS�• ,. �°i`
<br />+SB,Q -72:5 2 T/2" z 1/2' N/A NJA 2 (BEsrrOMY 7'._B" TO W-O" 's * * s` FLORIDABUTL73,DVG CODE (High _
<br />FOR COMPONENT �} S 15'. a FLORIDA BUILDING CODE (High Velocity Hurrtcon9 Zone A ®h Velocity Hurrcom Zone IyO T FLORIDA BUILD
<br />CEDE Hi h. VatosNY tiurrlaane Zane
<br />M.F. AHCrxKt SPACING FOR COMPONENT ANCHORAGE AT eOttOM LS GIVEN ON " = as3m R{e +56.0 -72.4 NfA tafA - '. '�' 2 (BOTTOM) 7'-6' TO B.-8' - •; ,. eSRM TiL1gtD. rs. _
<br />F.P. FP. _ " a2iltD ANEW, INC. F8.
<br />SONEGUHUS & 2. SHEET I4. *:. '�E .a 2D GAGE GALVANIZED STEEL STORY PANEL DPAwS Irr: - tJ ••. GDFi1S}4,:���`` 2D GAGE GALVANIZED STEEL STORY PANEL _GRATIN er:... * : �;- 20 GAGE GALVANIZED STEEL STIxtY PAIfEL. �, Z
<br />Ct)L4PDNEt4i MAY BE PER64UNiIN'C OR REMWA61F -- c' -�- pT nyAa +y SS. `• -- eS12a/tDTo 1. INSTN TaTMt ARE ONLY VALID MR BlALMOS WITH AS..o. OESGN LOADS L� To
<br />♦ T /► GLOBAL PROTECTION PRODUCTST LI C. �9 F A :`-+ y� GLOBAL PROTECTION PRODUCTS LLC, a e
<br />'d • "- j e a L +535. -72-0 Pal AND PANEL`S LENGTH !IP TO a'-8'. - '� IINP INN _ z
<br />s SEE DLlbIS FOR INSTALLATION INTO WOOD FRAME HOLDINGS 4R SHEET ,5. '• 9 ., P : r __. � jf GLOBAL PROTECTION PRODUCTS. LOG. m11E An I! � p L Al �-'��----'-� F w/25Jamo
<br />-��, EfF DII ■ea-■ C O INC. 4aW S.W. 51 STREET
<br />E SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF 'E [�y31 ♦4 TLLFF 1'E3TING k EFXRNCE117N6 COANPANY D4#'. n_ 11715 4igO sW. 51 STREET 2 FOR NEW WORD FRAME CTR4 NSITY OF W4Xe6 NELBERS f0 BE SOUDTERN s�J, �`[+ •+ ••,` 4&F S.W. 51 STREET
<br />rt- $ QNAi• • % R i MMP-ra45. FAx (sSFD-6ma f r�^iLi"'FiNo k - aDLR ANr £a54 i54F`a, F"'ALc:'(Rab)�D-M70i -. - _.. ttN aY*` f !P ro
<br />SPACERS: AT TRACKS IN57ALLED AD4ACENT AND BEYOND TO STL'CCO/WOOD BANDS, rlt{N' d • rw OnnlTm {FTp. Fes., °`5,na34w tRsit� +RgNE: 9sA 20-775 ,- .. HA - Q
<br />N IMM NW. 4+, «• an �nerN a,®W, .xrlr r 20-176 Ni W sPEc9r0 DENSITY OF D.as oa EauAL rerr 24-7 76
<br />2 J $t AL TN }r(Neo�avG RaAea.rAA>.r S vista P"'Au' dR54)eaa aroar
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<br />WALTEA A ., tt-tb 4 _ - k47FR A dt P.E 0r,
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<br />P.E SEALfSCGNATiPNE/DA?E G-W7o14T9D xa. w: oamnr wrt ax W wR 8„E. SEA.J9CNATDfiMTi tA-DpGa'14A
<br />f4mUF04SY : i P'C - - stw a M' 2d 1MY _ y- y. s _... YRFi fx 99 :W Px. S£•1JSIDNATUp;jDATE WALTER A Tw1IT
<br />r 4r»1'- « _ >. AiR:,Y t5 or 2e J
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