HomeMy WebLinkAboutB08-0122 -
B08-0122: Entries for Item:90 - BLDG-Final 11:20 09/18/2013
Action Comments By Date Unique_
Ke
AP sgremmer 02/06/2012 A000149
016
Total Rows: 1
Page 1
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
.�
TOWNOF VAfI, '
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.4792452, inpsections 970.479.2149
ADD/ALT MF BUILD PERMIT Permit #: B08-0122
Project #: PRJ o� -��1
Job Address: 610 W LIONSHEAD CR VAIL Status. . : ISSUED
Location......: LANDMARK CONDOS ��j L Applied . . : 05l02/2008
Parcel No....: 210106307053 Issued . .. : 05/12/2008
Expires . ..: 11/08/2008
OWNER LOOPER FAMILY REVOCABLE TRUS 05/02/2008
C/O JOSEPH H. LOOPER TRUSTEE
3504 TERRY POINT DR
FORT COLLINS
CO 80524
APPLICANT ALTER DESIGN BUILDERS LLC 05/02/2008 Phone: 970-479-5330(LOCAL PHON
5500 W. HOWARD ST.
SKOKIE
IL 60077
License: 352-A
CONTRACTOR ALTER DESIGN BUILDERS LLC 05/02/2008 Phone: 970-479-5330(LOCAL PHON
5500 W. HOWARD ST.
SKOKIE
IL 60077
License: 352-A
Description:
REMOVE AND REPLACE PORTION OF CEILING FOR INSTALLATION OF
FIRE SPRINKLER SYSTEM
Occupancy: R2 Valuation: $600.00
Type Construction:IB Total Sq Ft Added: 0
..................�.__.,,...,.....,,,,.,.,�_.,,.......,,_,.,.,..,._..,.........,.. FEE SUMMARY ..,.....,_._....,,....,.......,..,._._.,>,..........,........,,.,,..._,.__.....
Building Permit Fee------> $26.55 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $47.81
Plan Check--------------------> $17.26 Use Tax Fee---------------------> $0.00 Additional Fees-----------------------> $0.00
Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $47.81
Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00
Payments-------------------------------> $47.81
Total Calculated Fees--------> $47.81 BALANCE DUE------------------------> $0.00
___._...._.,>................»,,..........,...__•__.,,.....,.......,........___._..,,............,...,,,.._»...........,,,.,_„_,.,>...�......._.,,.._,._...._.,.,.,.x,=xx.=,...,...,
DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure
according to the towns zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVA CE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM -4: PM.
\\�C g
Signature of Owner or ontractor ate
�����/ 0����
Print Name
bld_a It_construction_perm it_041908
I
***************************************************�****************************************
TOWN OF VAIL, COLORADO Statement
******+********+******************************************+*************+****************++*
Statement Number: R080000677 Amount: $47.81 05/12/200804 : 12 PM
Payment Method: Check Init: SAB
Notation: 2501 OLSEN
-----------------------------------------------------------------------------
Permit No: B08-0122 Type: ADD/ALT MF BUILD PERMIT
Parcel No: 2101-063-0705-3
Site Address: 610 W LIONSHEAD CR VAIL
Location: LANDMARK CONDOS
Total Fees: $47.81
This Payment: $47 .81 Total ALL Pmts: $47.81
Balance: $0 .00
***********************************************************************************�********
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 26.55
PF 00100003112300 PLAN CHECK FEES 17 .26
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
-----------------------------------------------------------------------------
(
.............................................<...,.,..>.,,.......,.,..,.,,,..,,,...,,.,.,......,......,,,,,,.<..,........,.................,.,,,..,,......,,,,.,.,......,..........,.
APPROVALS
Permit#: 608-0122 as of 05-12-2008 Status: ISSUED
........,>......,..x.,..>..............�<.......,,.,.,,..,..,...,,..,.............,.,.,......,.,.................,....,,,,.....,�..,.,.....,.,..............x...>,...,.....,,........
Item: 05100 BUILDING DEPARTMENT
05/12/2008 cgunion Action: AP
Item: 05400 PLANNING DEPARTMENT
Item: 05600 FIRE DEPARTMENT
Item: 05500 PUBLIC WORKS
.............................<..,....,.........,.....x,,...,.................,....,,,.....,,..,..,............,,...,,,.,.,,,.............,....,,,,,,.,,.,,...........,........,.....,
See the Conditions section of this Document for any that may apply.
bld_alt_construction_perm it_041908
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..........................................................................................�,.,.......,.....,....�...........,..,<,..,,.......�...........,..,.........,,,........,.,,
CONDITIONS OF APPROVAL
Permit#: 608-0122 as of 05-12-2008 Status: ISSUED
.............................................................«........,.......,,,,........,,............,.....,.....,,,.....,...,......,,,.................,..,.......,.,,,....,...,,
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 40
(BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72.
bld_a It_construction_perm it_041908
I �
0
` APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED n
Project#: �^ '�u �`'�
Building Permit#: 0( 2,2
�` � 970-479-2149 (Inspections)
�w�oF v�,� ' Z,, �
75 S. Frontage Rd. -. • � ��
Vail, Colorado 81657 �
TOWN OF VAIL BUILDING PERMIT APPLICATION
Separate Permits are required for electrical, plumbing, mechanical, etc.!
CONTRACTOR INFORMATION
General Contractor: Town of Vail Reg. No.: Contact Person and Phone#'s:
Alter Design Builders LLC 352-A Howard Olsen—847 345-4104
5500 W. Howard St. —Skokie, IL 60077
Email address: holsen@altergroup.com Fax#: 970476-0811
Contractor Signatur�: � ' , ;
� .
I COMPLETE VALUATIONS FOR BUILDING PERMIT Labor& Materials
BUILDING: $ $600 ELECTRICAL: $ --- OTHER: $ ---
PLUMBING: $ --- MECHANICAL: $ --- TOTAL: $ $600
For Parcel# Confact Ea le Count Assessors Office at 970-328-8640 or visit �vww.ea le-count .com
Parcel # 210106307001-061
�
Job Name: LANDMARK TOWER RENOVATION Job Address: 610 W. LIONSHEAD CIRCLE
Legal Description Lot: 1 Block: 1 Filing: 3RD. Subdivision: VAIL LIONSHEAD
Owners Name: Landmark Condo Ad�iress: 610 West Lionshead Circle Phone: 847-345-4104
Residence— Joseph Looper nit 6Q2
Architect/Designer: none Address: Phone:
Engineer: BFPE Address: P.O. Box 1068 Phone:
Westminster, CO 80036 303 426-0342
Detailed description of work:
Remove and repair ceilings for sprinkler installation � � � �v �-
Work Class: New( ) Addition ( ) Remodel ( ) Repair( ) Demo ( X ) Other( )
Work Type: Interior( x ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( x )
Type of Bfdg.: Single-family(x) Two-family( ) Multi-family( ) Commercial ( ) Restaurant( ) Other( )
No. of Existing Dwelling Units in this building: 1 No. of Accommodation Units in this building: 1
No/T e of Fire laces Existin : Gas A liances x Gas Lo s Wood/Pellet Wood Burnin
No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED
Does a Fire Alarm Exist: Yes ( x ) No O Does a Fire Sprinkler Sys�em€xist�-� l'es{ �-- No.�. x )
******************�*************************FOR OFFICE USE ONLY*************��****�****�*****�***************�****
i.
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�
Date Received: a i�
►� ::
C:\Documents and Settings\holsen\My Documents\Vail Documents\Demo Building Permits\Demo Permit�2.d�O��,�� ��r; , ,.; Page 1 of`8
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i FLOOR CEILfNG SYSTEMS, NONCOMBUSTIBLE ' A��� ��N�"'�
�`
: .� .. .�
_ _ �.�, ,...,:
i SYSTEM DESCRIPTION SKETCH AND DESIGN DATA I
�
C�A �ILE NO. FC 1180 �
� � ; ♦ �r
_.__:�---- --�- --_ _- -- ! 1 HOUR
, - - `�_�. �iR�
i STEEL JOISTS, CONCRETE SLAB, METAL LATH, � - -��--y� �
� GYPSUM PLASTER ;-------- - --- - _�; �
�T
� ���;..V:,.�:._.�..,�..-,�_�
'/e" 1:2-1:3 gypsum-sand plaster applied over 3/a" rib metal lath wir�__�ied yrith_�g r� —'-`r— , —"�
wire 5" o.c. to open web steel joists 24" o.c. �orti�jag 3{s"�rib�metal lath ar�� ! �' \, � ��� �; ��� ,;��
concrete slab.(Passed 90 minute fire test.) \ �-
� � �
� �� � � �` � � �� � �/ �
I Ii
��— �-=.�-��
;� �' ! Approx.Ceiling
,. Weight: 4 psf I
Fire Test: BMS 92/43, 10-7-42
' I
�
; GA FiLE NO. FC 2030 J 5Q to �4 ST� ,'
� --- - _ ___.. ---------
2 HOUR ' I
FraE � i SbU�� !
I' STEEL JOISTS, CONCRETE SLAB, GYPSUM WALLBQARD ��� � � �- - �--- -- �
---,-�-----_—___------ _ ------___ _
One layer'/2"type X gypsum wallboard or .,,:,,.;,:�_�, �
i gypsum veneer base applied at right angles __i`--- ___ __^
to rigid furring channels 24"o.c.with 1"Type S drywall screws t 2"o.c.Gypsum board
end joints located midway between continuous channels and attached to additional �.. � �` ��+
i pieces of channet 54" long with screws 12" o.c. Furring channels attached with 18 � �` � \, "� �� �' �
, ; gage wire ties 48"o.c.to open web steel joists 24"o.c.supporting 3/s°nb metal lath or \ �/ _`\�/% �'�� i'� ; �
' j 9/��" deep 28 gage corrugated steel and 2'/�" concrete slab measured from top of � — — �---�.,..�=_� �
�`� _�___:—--
� � flute.Furring channels may be attached to 1'/2"coid rolled carrying channels 48"o.c.
i suspended from joists by 8 gage wire hangers not over 48"o.c.(Two hour restrained Approx.Cefling
i and unrestrained.) Weight: 2 psf
�
iFireTest: UL R3501-28,2-7-64,
(See GA File No.BM 3310) Design G514;ULC Design 1511 I
� --^ — — `— Sound Test: NGC 4075,3-25-69 i �
--— � �
; GA FIL:E NO, ���2t�16�J ----�-
�----_-- -----= � 2 HOUR I i
' � FIRE ;
' GYPSUM WALLBOARD, STEEL CHANNEL JOIST, L"-----��--�-�' .
i CONCRETE SLAB _
r-- __, ___ -
Base la er 5/e" t e X �---- -'
� Y Yp gypsum wallboard or veneer base applied at right angies to —�— }
( channel shaped,minimum 7'/,"deep, 18 gage galvanized steel joists 24"o.c.with 1"
Type S-12 drywall screws 12" o.c. End joints located rnidway between joists and �
� staggered between rows. Face layer 5/e" type X gypsum waliboard or veneer base k=�=--"=T — - �--_== I
I applied at right angles to joists with 1'/e"Type S-12 drywall screws 12"o.c,placed 2" �
� from edges and 1'/z"Type G drywall screws 12"o.c.placed 2"b on either side of Approx.Ceiling �
i end joints. End joints located midw between joists and a ffset 24" from Weight: 5 psf
base layerjoints. � Test: C 224 ,9-19-
� Joists supporting 28 gage corruga , al deck and 2'+Y
co
b me ed
from the bottom of flutes.Joisis b a;midspan with ti us 2" e,�age,
galvanized steel straps attached t he botfo`m flang ac ist w' one 3/a"Type
i S-12 panhead screw.
� '�`
i-- �. ____ I
; f�A FILE NO. FC 2120 � . _ . __.__
�-- ��
�- -- -- ___ _ _ --------__ _.,
� 2 HOUR I
; FfRE __---J
) CONCRETE SLAB, PAN JOISTS, GYPSUM WALLBOARD _ �_ _ _ _ _
, I . __: _. r .T �
One layer 5/e"rype X gypsum wallboard or gypsum veneer base appAed at right angles ' � r -"�-'� —�i
to rigid furring channels 24"o.c.with 1"Type S drywati scre�vs 6 o.c.Gypsum board � �. . � i
end joints located over continuous channels and attached to additional pieces of ` �.-� I'=.;' �
channel 54"long located midway between continuous channels at end joints.Furring ! j '
channels 24"o.c.suspended from 2'/Z"precast reinforced concrete joists 35"o.c.with L=-�------- —_-";'�_-�
2� gage galvanized steel hanger straps fastened to sides of joists.Joist leg depth, � �
10". Approx.Ceiling
Weight: 3 psf
Fire Test: PCA 1281-1, 10-67
9$ ontact the manufacturer for more detailed
information on proprietary products. GA-600-97
, � 11
A & D Asbestos Test:izxg €in.d Co��sulting
J o�Yn R. Pe1:cY•innn
;{::K�:;{:;{::�:;�;:E:,;(;�:;�:
P.O. �3ox 1230 Cli.f'ton, CC�. �1520-123U
Cell 970-270-3689 IIorne 1'hone 97U-�I64-5265 •
TNSI'ECTTON 17EPOR1' PR�;PARrD rOR:
Destiiiation Resorts.
610 W. LionsHead Circic
Vail, CO. 81657
LOCATION:
The L��ndMark
6l U W. LionsI-re�d Circle
Vail, CO. 81 f 57
REYOIZT PRGPAI2LD T3Y:
John R. Peteranan
Inspeccor Man�ger
Certific�rte No. 6c501'
2 .
E • d e[3z �D T 80 9(l daS
• � , u
� A & D .Asbestos Tcstin� and Consulting
JU�1Il IZ. Pctcrman
Asb�stos `l'eslin�, Pro_ject Design, �Il(� COT1Slllllil�',
INTRODUCTION:
OIl AllgL]SL' ZZIICI, 2006, �til 111Sp0CllOIllSllfVe}� Wa5 CO11CIllCtCCI �111C� ZO
bulk samples were collected fiom the:
'I'he LandMark
610 W. Lionsllead Ci��cle
Vail, CO. 8].657
The puipose of llae insPectior�suxvey was to locate and sample
suspected asbestos containing rnaterials tl��t inigllt be present in the
designated areas of the Uuildi�igs tl�at are plan�ned fo�- reuovation.
The inspectioil w�s niade, �tnd tlie sainples were collectecl by Johil R.
Peterrnan, an A.�I.�.R.��.. and SCate of C�larado Certitied AsUeslos
Inspector. Gre�t ca�re w��s laken claring the insl7eclion and samplin� to be �s
accurale as possible. lt, shoulci be rioled �:hat: mini�l��il clamage was cloiie �o
the existing builditlg scructr�res during lhe inspc;cCion s� �t�ere is no
clocumenlation for uriseeii condiCions or st:orecl ilems.
All sarnples were analyzed by DCM Science Lab in Wheatridge, CO.
This laboratory is deemed "Proficient" in the r.P.A.Quality Assurance (QA)
progr�tm for tlac determiiialion ol�asbest:os in bullc materit�ls, and is
aceredited by the American I-Iygiene Association (AIIA).
SAMPLING PYtOTOCOL:
A random sarnpling scheme was use�l t.o sainple lhe s�tsPecl mal.eri�ls �haC
were discovered. If during �ny future demolitioil or renovatiotY work,
suspect m�terial is discovered that.hasn't bee�a sai�t�p�ed and would be
disturbed, work shaulci be lialced tnitil the material has been lested.
3 ,
}, •d eF3Z �OI 9C] 90 daS
I
u
A & D Asbestos �resting and ConstYlt�ng
John lZ. Petermax�
�lsbestosTestir�rg, Project Desrgri, aitd Co�tsatltitig
The LanciN[arlc
610 W. LionsI-Iead Circle
V�il, CO. 81b57
BUILDING D�SCRIPTION:
The LandMark consists oF Cwo multi-story b��ildings witli a connecting
undergzound parkii�g garagc. The Towec Builcling is lhe east building with
seven st:ori�s, illlCJ.`cl �1I'1�0 IEVel. Tlie Town I-Iouse buildi�ig has single level
units on lhe firsl floor, and loft tinits aii ll�e tip levels. This survey covers
tl�e itisicie of t1�e builctings. Tlie interior walls 1re covered ir1 sheetrock with
a lighl texture, 1nd wood paneling. Note: Ira sonte arens a texture has beefi
troweled nr�er tlze origl��[lI fIIICS�I. Tlie ceilings �u�e sheetrock wi�h a heavy
spray-on texture, ar�d twin tee coricrete wiCli tlie slr�le spray-on Cexlu��e. The
basemen� area �z�.s suspended ceiling liles throughout, and mosl h�ve been
replaced not long ago. 'I'Iie older liles were lested in tl�e Billy's Grill area.
The Claors are covereci witl� c�rpet, ceramic tiles, �uld stieet viriyl flooring.
The sheet vinyl w�s not tested in tl�is surve�. 'I'he heaCir�� is provi�led vy
basebo�rd healing, and fireplaces. No suspect therm�l sysCem iilsulltion was
observed during this inspection. 'l,he �arage ceiling had a spray-on fire
proofing that was rnoslly rernc�ved pt•ior to tl�is inspeclion.
CONCLUSION5 AND R {C4MMl!,NDATIONS:
Presu�necl Asbestos cont`rllllill� 111�1Ce1'lAIS, p�-esent in the UuYldin�s, are as
follows:
l. Spray-on ceili�ig r.exture
2. Si�eet vinyl f:looring
3. l�xtei•ior sidin�; bo�u-cl
a
. , u
A & D AsUestos Tcsting a���c� Consultin�
Jo��.n R. Pc�e�'1�1�1I1
Asbesto,sTesti�2b>, Prnject De�igri, arrc� Cor�stcltrrig
Laboratory An�lysis o� the bulk samPles collected dux-ing this iiispeclion
indicate that Asbestos was cleteccect in all of the composite slleelrock
samples. I-Iowever, the Asbeslos content is less than I:he Regulatoiy Limit
(Greater than 1�Io Asl�esCos). The Asbest�os content of the samples was
veri�led by the Required Poinl Cou��� Analysis. The saiY�Ples collected were
taken from tlle original �reas of tl�e bui�c.lil�gs. If conditions are �ncountered
that are not the originll constructior�, additioi�a_l tesling or documcntation
n�ay be required. 11' the renavatiori worlc will. imp�cC on the.three presumed
Asbestos cont�ining in�terials listed, the P.A.C.M. must l,e handlecl as per
Colo. P�eg. #8 prior to disti.�rbance of ll�e ix►aterials.
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'i'bTAL A$DESTOS COUNT'LD
U.50% 0.50% O.ZS"/� tl.7S% t1.75%
'I'0'fAt ASf�ESTOS IN l.AYER 0.50"/o O.SQ%�
0.25°/a U-75'/ �)75'/�
TOTAL ASpESTOS 1N tiAh1PLE
0.01%o UA2in (1.01"4 0.(I?",4 �).Q24/
NQTES S�MPLGS NO.6- IU AItL WIiITF.URYWAI-�MUD•
NP-NONE DCTF..G1'ED
p�FINITIONS
TOTAt.ASDFSI'OS COUN'fED = 'THL'AMOUNT OF ASDESTOS PR�SENT'IN 7'F14 5AMPLG P.XPRESSCU
AS A PCRGENT.
TOfAt,ASHESTOS W LAYER 3 TfiE PCRC�i�"�Of SAMPLE RGMAIi��ING TIMES ASBGSI�OS COUNT�p
[iXPRLS5ED AS A PERCEN7.
TpTaL n5DL•S"t'OS IN SAMPLE n 'fNN PGR('6NT 4P TOTAL 5An1PLC(FROM PLM/5M ANALYS�S)
'T'IM6S TIi�TOTAL ASBEST03 IN�AYEK(lP-NQ AS�_ DLS�fC)S ITJ___�—••---�-"
O"f�ICR LnYF.n;;).
����
.
E • d G9�(��9i�CUE q�-I aoua fa� kl:)Q ��E �OI 90 [E �ntl
t,i ' d � TE �OT 90 90 daS
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DCM SCIP,NCH LA[30R�1'ORY,INC.
i"I.J21 W.49TI1 AVL'TdUG,UNI'I�N6
WIiEAT RI�CiE,CO ROO.i.l (7Q:�)461-827Q
HULK AS8G5l'OS ANALYSIS-Pn1N"f COUfJ"I'ME'i'l 101� ,
PnG�3 O�'n
CLIEhT� AN,AI.YSISDn7'G: B-JI-(K� ••
n&D nSBC:S'cOS TESTING REI'OItTUJCi DATE: 8•31-�G
6St 1(i 1!4 ROAD RECEIPT DA'fC: N-T8•06
PALIS�DG.CO 8152b CI.tENT 101�NO.: 'tH�LANUMnRK
PRUJGCT'TI'TLE: G10 W.LIONStIFAU CR,-VAIL
DCMSL PRO1ECf: ADA"C2'lll
CtIOSS REfE;R�N�r: AunTae�
PGRCEN't'A(iF,COMPO!�fil(1N�Y ARl?F��vOLUMCs
DCM Ln8 Np,: -I I -12 -IJ -14
SAMPLC Dn�iB: R-22•06 N-22•Ol $-22-06 R-32•OG
�/a OF TOTAL SAMALG: 1 11"/n I.U'%n I.U%e 7.(�%
CLIENT NO.� I.M-D•0l7 I..M-B�018 l.M-i3•019 LM•R-o20
PAR7 Q PnRT A HART A PART C
ASBESI'IFORM MINPNAI_FIDER5;
CHRYSOfILE 0.75% I.OQ% t.75°/n 0.50%
AMOSITE NU ND N[� ND
CR�CIDOLIT'E ND ND ND NU
TREMOLITF..-ACTINOLITE ND NO l�n Nf)
ANTI�OPHYLUTE NU tv►> t�a r��
TOTAI,ASBESTOS COt1NTED U.7S% I.QO°,� 1.75% O.SQ%
TOl'AL ASBESTOS IN I.AYER 41s% �-O�ti°� �.�5% U•5�`i'
T��AL AS��ST�aS IN SAMI'L� lLU2%n Q.III%n n.112%n 11.114YS�
NOTES: SAMPLES NO. 1 I -14 ARE WIIITP.QRYWALL MU�.
ND•NONE DET6CTCU
DGFINI"fIONS
TOTAI.ASaPSTOS COUNTED H TflE AMOUMT 0�ASf3C.5TOS PRGS6NT IN"1'!I@ 5A;19PL[:EXPRESSED
nS n PLRCGNT,
T4TnL ASBCSI'OS IN LAYLR A 'ftlE!'t�RCF.NT Qf SAMI'LE R�MAINING TrMES A5DC5'1'OS COUNTGD
EXPRE5Se�1 AS A PCRCBNT.
TOTAL ASUESTOS IN SAMI'L� = 1'li�PERCENT Oh'PpTALSAMf'L,E(FROM Pl.M1SM ANAI.YSIS)
TIM�S TfIE?TOTAL A58f:S1'US 1N L�YEl2(tF NO nS�HSTOS IN
OTFI('.h LAl'CRuI. ._
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John R.Peterman _ _ �
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