20120261 Permit Pkg 09272012City of Yelm
Community Development Department
Building Division
Phone: (360) 458-8407
Fax: (360) 458-3144
Applicant:
Name: YELM COMMUNITY SCHOOLS
Address: PO BOX 476
YELM WA 98597
Property Information:
Site Address: 1315 YELM AVE W
Assessor Parcel No.: 21724210500 Subdivision:
Contractor Information
Name: YELM COMMUNITY SCHOOLS
Address: ERLING BIRKLAND
PO BOX 476
YELM WA 98597
Contractor License No.:
Project Information:
Project: NEW COMMERCIAL BUILDING
Permit No.: 20120261
Issue Date: 9/2712012
(Work must be completed within 180 days)
Phone: 360458 -6128
Owner: YELM COMMUNITY
SCHOOLS
Lot: N/A
Phone:
Expires: 0 /00/0000
Description of Work: SCHOOL PORTABLE SET UP
Sq. Ft per floor: First 1792 Heat Type (Electric, Gas, Other):
Second
Third
Garage
Basement
Fees:
Item Contractor
NEW COMMERCIAL BUILDING YELM COMMUNITY SCHOOLS
TOTAL FEES:
COMBO -SEE NOTES
Applicant's Affidavit:
I certify that I have read and examined the information contained within the application and know the same
to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of
Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants,
easements and restrictions of record. If applying as a contractor, I further certify that I am currently
Fees
$ 150.00
$ 150.00
OFFICIAL USE ONLY
# Sets of Prints:
Final Inspection:
Date
By:
City of Yeli
(36 ) 458 -8402
REC #: 00106326 9/27/2012 10:30 AM
OPER: CO TERM: 001
REF #: 70500432
TRAN: 33.0000 BUILDING PERMITS
20120261 150.000R
YELM COMMUNITY SCHOOLS
1315 YELM AVE W
BLD -COM1 150.000R
TENDERED: 150.00 CHECK
APPLIED: 150.00 -
CHANGE: 0.00
ur M C)
J
CC)MA4 v/vi rY
PRINTED 08/27/2012
PURCHASE ORDER
P.O. BOX 476
YELM, WASHINGTON 98597 -0476
PHONE (360) 458 -6215 • FAX (360) 458 -2469
CITY OF YELM
105 YELM AVE W
YELM, WA 98597
Phone: (360) 458 -8402
Fax: (360) 458 -3188
P.O. NUMBER:
VENDOR KEY :
PAGE NUMBER:
P.O. DATE
SHIP DATE
FISCAL YEAR:
ENTERED BY :
IVER TO:
YELM COMMUNITY SCHOOLS
401 COATES AVE NW
YELM, WA 98597
ATTN: CHERI WOLF
2081200001
CITY OF 009
1
08/27/2012
08/27/2012
2012 -2013
GERBEBON000
1 AMT YHS PORTABLE 150.00000 150.00
INSTALL - BUILDING
PERMIT
PO Subtotal 150.00
Other Charges 0.00
Tax 0.00
USE P.O. NUMBER ON ALL CORRESPONDENCE TOTAL 150.00
--------------------------------------------------------------------------------
P.O.: 2081200001 ACCOUNT SUMMARY (FOR INTERNAL USE) VENDOR KEY : CITY OF 009
ACCOUNT AMOUNT
20 E 530 2003 21 9000 500 0000 0000 150.00
V i r, r
IIIILe - -3 � �J
�.
c�12
BY: -- ------------ - - - - --
T A X E X E M P T I O N S I PURCHASE APPROVED BY:
ASSISTANT SUPERINTENDENT
•
•
•
CITY OF YELM
COMMERCIAL BUILDING PERMIT APPLICATION FORM
Project Address: i3/.i
SPECIFICATION SHEET
■ on will a
Date: 6/13/2012 Size:
Customer: Williams Scotsman Description:
Location: 1315 Yelm Ave W
Yelm, Washington 98597 (Thurston county) Insignias:
Project: AEPA - Yelm School District
28x64
Classroom
Modular
Washington
MBI Seals - One per Module
DESIGN LOADS:
Floor. 40
Wind: 11 O/B
Roof: 30
Zone 1
Yeim ur. reign
scnooi
Foundation:
All weather wood provided by others - (6) tie down straps included
FLOOR SYSTEM
Joists:
Rims:
NOTE:
Bottom board:
Insulation:
Decking (1 st):
2x8 @ 16" oc with joist hangers at all rims
Continuous single 2x8 LVL
12" high moisture barrier installed on perimeter (over gyp) at floor rims and end joists
Class "A" woven polyethylene fabric
R30 - Use two layers of R15 unfaced fiberglass bait
3/4" APA rated T &G - Glued and Nailed
WALL FRAMING
Framing (Exterior):
Framing (Interior):
Plenum wall:
Columns:
Frame For:
2x6 @ 16" oc with continuous single 2x6 LVL top plate - Height = 97"
2x4 @ 16" or 24" oc
(2) NC -35 SOUND RATED
Wood end columns with steel post at 32'-O" built into crosswall
Doors, Windows and HVAC Units
ROOF STRUCTURE
Framing:
Ridgebeam:
Insulation:
NOTE:
Sheathing:
Architectural:
Venting:
2x1 O Rafters @ 24" oc - Roof pitch = 3/12
Continuous LVL 1 -1/2 "x 24" _
R38 Cellulose blow in
Provide insulation furring below rafters to allow for vent space above
7/16" OSB
16" roof overhang _
Soffit Ridge
EXTERIOR WALL FINISH
Insulation (Exterior):
Sheathing:
Siding:
NOTE:
Trims: Corners:
Mod line:
Fascia:
Doors:
Windows:
Soffit:
Skirting:
NOTE:
R21 fiberglass batt
5/8" exterior gypsum with treated core - 4x8 square edge
5/8" Duratemp T1 -11 with grooves 8" o/c over Housewrap
No horizontal breaks in siding except at endwalls - Use 4'x9' panels
Moist -stop water barrier applied over gyplap and under siding at all corners from floor to roof
1x4 finger jointed Cedar - 2 "x2" galvanized flashing installed over siding and under corners
1 x4 finger jointed Cedar
1 x6 finger jointed Cedar
1 x4 finger jointed Cedar
1 x4 finger jointed Cedar
5/16" Fiber Cement Panel - Perforated for venting
Ship loose (16) 4'x8' pieces of 1/2" PT COX plywood painted to match siding with (4) comers and (12) vents
PT COX UC4B plywood stamped rated for ground contact
SHIP LOOSE additional 2.5 gallons of paint for skirting - Provided by Blazer, installed on site by others
SPEC - 17686 - Yelm Sr High Page 1 of 3
!� rtJ� 2 7 202
7/2/2012
SPECIFICATION SHEET
Cover: Architectural comp - Pabco Premier (260 lb) - High Wind Applice
NOTES: Mop tar under shingles for 2' -0" from each eave toward ridge
(2) layers of 15# felt applied shingle style under roofing
DOORS
1
EXTERIOR
2
3'x6'8"
HM /GALV
SS -BBH
PAINT
CORBIN- RUSSWIN
I
LCN
VonDuprin
Bladestyle
I DURASEAL
2'x4' T -bar grid and Armstrong "Cortege" #769A tiles
Ceiling Height:
WELDED
NRP
CONST. CORE
1461
22 L
Hager750S
DOOR HARDWARE TO HAVE #626 SATIN CHROMIUM PLATED FINISH
HM = 18 ga. Insulated Steel door with 16 ga. Welded Steel Jamb
GALV = Galvanized
WINDOWS
1
EXT /INT QTY SIZE BRAND HORIZONTAL GLAZING FINISH BLINDS
W x H SLIDER
EXTERIOR
4
48 "x48"
ATRIUM
X
R11 Mineral Wool bait sound insulation at crosswall to bottom of rafters and plenum wall to ceiling
DUAL
I WHITE
MINI
ARGON
I DURASEAL
2'x4' T -bar grid and Armstrong "Cortege" #769A tiles
Ceiling Height:
8'0" AFF
INTERIOR TRIM
Walls:
LOW E
VINYL
Vinylwrap Oak wood surrounds and casing
GAS
Vinylwrap Oak wood casing as required
GALVANIZED FLASHING INSTALLED UNDER SIDING AND OVER TOP FLANGE OF WINDOWS UNDER TRIM
FLOOR COVER
Entire building: IProvided & installed on site by others
Base:
Provided & installed on site by others
WALL COVER
Insulation (Interior):
R11 Mineral Wool bait sound insulation at crosswall to bottom of rafters and plenum wall to ceiling
Entire building:
1/2" Vinylwrap Tackboard "Calcutta Tan" over 5/8" Type -X Sheetrock
CEILING
Entire building:
2'x4' T -bar grid and Armstrong "Cortege" #769A tiles
Ceiling Height:
8'0" AFF
INTERIOR TRIM
Walls:
Vinylwrap corners
Windows:
Vinylwrap Oak wood surrounds and casing
Doors:
Vinylwrap Oak wood casing as required
Modline Joints:
Vinylwrap batts
CABINETS
Teachers Cabinet:
(2) 2'x4'x7' Plastic Laminate with lock
Cabinets:
(2) 18'-4" LF base & uppers - Full height doors - (2) drawers - No locks
NOTE: Ship loose all uppers in addition to lower cabinets at modline
Countertops: Plastic Laminate with plastic laminate backsplash
SPECIALTIES
Whiteboard: (4) 8'x4' Pro -Rite white writing board - aluminum frame & tray PR -408
HVAC
Comb Heat/AC: tonMATURAL GAS
— -- --
Supply Ducting: Round Galvanized overhead and insulated flexduct with flexduct sound isolation sleeves and
flow controls at wyes
Diffuser:
Thermostat:
Return air:
Outside air:
24 "x24" T -bar with no manual dampers
(2) Programmable - Honeywell VisionPRO TH8320U
Thru return air grills in plenum walls down low
As required to meet the Washington State Indoor Ventilation Code for Classrooms
SPEC - 17686 - Yelm Sr High Page 2 of 3 7/2/2012
SPECIFICATION SHEET
e e• ■i Gi
ELECTRICAL
120/208V Single phase - Stub through exterior wall
Service:
Panel:
(1) 100 amp
Material:
Metallic Raceway System
Receptacles:
(22) 20 amp Duplex
(2) 20 amp Duplex in ceiling
(1) Dedicated "Hot" J -box above ceiling
(2) 20 amp Clock
(2) 20 amp GFCI WP
(4) Single pole
Switches:
All devices and face plates to be ivory
NOTE:
Phone /Data box:
(22) Stub up & down with 3/4" flex conduit
Automatic shut -offs and Daylight Sensors at Classroom lights - Ceiling Mounted
Provide:
(2) 3 ton Natural Gas
Wire for:
(2) Programmable Thermostats
(14) Troffer 2'x4'- 3 -tube with T-8, 32 watt tubes and single electronic ballasts
Light:
(4) Troffer 2'x4'- 3 -tube with T -8, 32 watt tubes - Step Dimming
(1) 13 watt fluorescent with vandal resistant cover and integral Photo Cell
Exterior light:
(1) Exterior Horn /Strobe (2) Pull Station (2) Interior Horn/Strobe
Raceway only:
OTHER
Building Height: 12' -0" -Add transport trailer height to get total shipping height
SPEC - 17686 - Yelm Sr High Page 3 of 3 7/212012
Material and Color Selection
DEALER SR6DESCRIPTION JOB#
Williams Scotsman 28x64 Classroom 17686
PROJECTNAME DATE
AEPA - Yelm School District - Yelm Sr. High School 6/13/2012
FLOOR COVER
On site by others
WALL COVER
Vinylwrap Tackboard:
PLASTIC LAMINATE
Classroom Cabinet: Wilsonart plastic laminate
Countertops: Wilsonart plastic laminate
Teacher's Cabinet: Wilsonart plastic laminate
LT 801 Calcutta Tan
Nirvana #1792 -60
Nirvana #1792 -60
Nirvana #1792 -60
CEILING
T -bar Armstrong 2x4 #769A "Cortege" White
EXTERIOR
Siding:
Pittsburgh Paints - Satin Sun Proof
Knight's Armor #518 -6
Skirting:
Pittsburgh Paints - Satin Sun Proof
Knight's Armor #518 -6
TRIMS
Mod line:
Pittsburgh Paints - Satin Sun Proof
Knight's Armor #518 -6
Fascia:
Pittsburgh Paints - Satin Sun Proof
Southern Breeze #414 -2
Windows:
Pittsburgh Paints - Satin Sun Proof
Southern Breeze #414 -2
Doors:
Pittsburgh Paints - Satin Sun Proof
Southern Breeze #414 -2
Corners:
Pittsburgh Paints - Satin Sun Proof
Southern Breeze #414 -2
Soffit:
Pittsburgh Paints - Satin Sun Proof
Knight's Armor #518 -6
DOORS
Exterior:
Pittsburgh Paints - Pittech
Merlot #435 -7
WINDOWS
Surrounds /Casing:
Vinylwrap Oak
_
Mini Blinds:
Bali Contract
Crystal White #629
ROOFING
Architectural Comp:
Pabco Premier (260 lb)
Antique Black
Color Sheet - 17686 MATERIAL AND COLOR SELECTIONS 6/13/2012
WS -28x64 SW -FDN Calcs
PRE - FABRICATED MODULAR BUILDING - FOUNDATION CALCULATIONS
IBC 2009
Client: Williams Scotsman Occupant:
Yelm S.D.
Bldg Type:
30,40,85C,D,0.65,2000
Date: 18- Jun -12 Location
Yelm H.S., 1315 Yelm Avenue
Fdn.Type:
Std. Sheanvall
West, Yelm
Project #: 201204 Task #
23.1
State(s):
WA 98597
Table of Contents
MULTI -UNIT MODULAR BUILDINGS SIZE:
28x64 (2) 14x64 UNITS - DOUBLE CLASSROOM BUILDING, Yelm S.D.,
Yelm H.S., 1315 Yelm Avenue West, Yelm, WA
_7
6178
RENEWS: 09/27=13
1 of 3 PRINTED- 6/18/2012
WS -28x64 SW -FDN Calcs
PRE - FABRICATED MODULAR BUILDING - FOUNDATION CALCULATIONS IBC 2009
Client: Williams Scotsman Occupant: Yelm S.D. Building: 28x64- Classroom
Date: 18- Jun -12 Location Yelm H.S., 1315 Yelm Fdn.Type: Std. Shearwall
Avenue West, Yelm
Project #: 201204 Task# 23.1 States): WA 98597
I. DESIGN CRITERIA:
Dead Load:
Roof, RDL =
Floor, FDL =
Wall, WDL =
Roof Live Load:
Floor Load:
Wind Load:
Seismic:
98597
Dimensions:
9 psf
9 psf
8 psf
Snow Load, RLL =
30 psf
40 Ground Snow Load
Load Duration Factor, Cd =
1.15 %
Uniform Floor Load, FLLu = Classroom
40 psf
ASCE 7 -05 Table 4 -1
Concentrated Live Load, p =
1000 lbs.
ASCE 7 -05 Table 4 -1
Basic Wind Speed, V =
85 mph
ASCE 7 -05, Figure 6 -1
Building Classification: Category
II
ASCE 7 -05, Table 1 -1
Wind Importance Factor, Iw =
1.00
ASCE 7 -05, Table 6 -1
"a" Edge Pressure Distance =
3.60 ft
ASCE 7 -05, Figure 6.2
Roof Slope = 2 :12 =
9.46 Degrees
Edge Wind Pressure, Wep =
12.9 psf
ASCE 7 -05, Figure 6.2
Interior Wind Pressure, Wip =
8.6 psf
ASCE 7 -05, Figure 6.2
Average Wind Pressure, Wp =
9.72 psf
ASCE 7 -05, Figure 6.2
Exposure Category = C Exposure Factor, A =
1.21
ASCE 7 -05, Section 6.5.6.1
Wind Topographic Factor, Kzt 98597
1.00
ASCE 7 -05, Section 6.5
Design Wind Pressure, Pw = Wp'A`Iw•Kz =
11.8 psf
ASCE 7 -05 Equation 6 -1
Yelm H.S.. 1315 Yelm Avenue West, Yelm
Total Weight, Wtot =
21.88 psf
Snow Load % Used in Seismic Design =
0 %,
Seismic Category =
D
ASCE 7 -05 Section 20.3
Mapped Spectral Accelerations, short periods, Ss =
0.8239
0.2933
ASCE 7 -05, Figure 22 -1
Site Coefficient, Fa =
1.171
1.81
JASCE 7 -05 Table 11.4 -1
Max. Spectral Response, SMS = Fa•Ss =
0.96 0.53
ASCE 7 -05 Equation 11.4 -1
Design Spectral Response, SDS = 2 /3'Sms =
0.64 0.35
ASCE 7 -05 Equation 11.4 -3
Response Modification Coefficient, R =
6.50
ASCE 7 -05 Table 12.14 -1
Redundancy Factor, ps =
1.00
ASCE 7 -05, 12.3.4.1/2
Lateral Load Factor, F = (1, Single Story; 1.1, 2 -story; 1.2, 3 -story)
1
ASCE 7 -05, 12.14.8.1
Total Shear, pst = F'SDS'Wtot/R =
2.16 psf
ASCE 7 -05 EQ 12.14 -11
Unit Length, L =
Module Width, MW =
Width, W = # Units = 0
Wall Height, Wht =
Roof Height, Rht = 2 :12 Slope
Floor Height above NG, Fht = I inches
Building Ht Coeff, Htc = Rht +Wht +Fht -15
Clear Distance between supports, 1-2a =
64 ft.
13.83 ft.
27.66 ft.
9.00 ft.
2.31 ft.
2.42 ft
1.00
6.92 feet
2 of 3 PRINTED - 6/18/2012
WS -28x64 SW -FDN Calcs
PRE - FABRICATED MODULAR BUILDING - FOUNDATION CALCULATIONS IBC 2009
Client: Williams Scotsman Occupant: Yelm S.D. Building: 28x64 - Classroom
Date: 18- Jun -12 Location Yelm H.S., 1315 Yelm Fdn.Type: Std. Shearwall
Avenue West, Yelm
Project #: 201204 Task # 23.1 State(s): WA 98597
II. FOUNDATION DESIGN
A. Foundation Components
Individual Bearing Pads - Precast Concrete Bearing Pads OR P.T. Wood Pads
Width, wbp = 16 inches 11.25
Length, Ibp = 161 inches 24.00
Minimum Bearing Area, BA = 256 Sq. Inches 270
IBC- T.18.4.2 Allowable Soil Bearing Pressure, [Class 41 Q = 2000 psf. By Others
Allowable Load, Pbp = (BA)/144 *Q = 3556 pounds 3750 #
Anchors - Single or Double Helix Auger' Type OR Cross -Drive W/Stabil7C Plate
Allowable Anchor Capacity, Anchc = 3150 lbs.
Sheathing Attachment, End Walls - 8d Nails Sheathing to Rim Joist, Spacing 6 in. o.c Eft. PH Sheathing Attachment, Side Walls - 8d Nails Sheathing to Rim Joist, Spacing 6 in. o.c plf
Maximum Spacing Pads on Exterior /Interior Pads 6 ft.
B. Exterior Pads - Classroom (Floor and Roof Loads, Around Perimeter)
Exterior Uniform Floor Load, ufll = (FLLu +FDL +PDL)L2a /2 +(RLL +RDL) *MW /2 +V 501 lb/ft.
Max. Pad Spacing, Mps = Pfla /ufll = 6.00 ft. 6.00 ft.
Use: (11) 16 -inch x 16 -inch pad @ 6 -ft o.c. supporting exterior frames.
C. Interior Pads - Classroom (Floor Loads Only)
Interior Uniform Floor Load, ifll = (FLL +FDL) *MW /2 = 335 lb/ft.
Max. Pad Spacing, Mps = Pfla /ifll = 8.00 fL 8.00 ft.
Use: (8) 16 -inch x 16 -inch pad @ 8 -ft o.c. supporting interior frames.
D. Column Pads (Roof Loads Only)
Mateline Roof Beams Uniform Roof Load, mbrl = (RLL +RDL) *MW = 532 lb /ft.
Effective Mateline Beam Span, Mps = Pfla /mbrl = 6.68 ft. 7.04 ft.
Use: (1) 16 -inch x 16 -inch pads for eve 6.67 -ft effective Mateline Beam Span.
Use: Exterior Column Support 16 ft 3 Pads
Use: Interior Column Support 32 ft 5 Pads
E. Lateral Design
1. Longitudinal Walls Anchors (Front S Back, Long Module Walls Loaded, End Shearwalls)
uplift and Sliding Coefficient = 1.5
Short-term Coeifficient 1.33
Unit Wind Load, UWL = (Wht +Rht +Fht/2) *Pw *L=
Unit Seismic Load,USL = W *pst =
Angle of Anchor Strap, Asa, Radians
Effective Soil Anchor Resistance, ESAR @ Asa' _
Building Weight=
Building Weight Factor=
Foundation Friction Factor=
Gravity Resistance, GR = Building WT * Friction Factor=
OTM = Lateral Load *wht /2
RM = Building Wt *W /2
Factor of Safety = RM /OTM
Use: (2) Anchors, Min., Sheathing nailed w/ 8d @6 in o.c.
2. Lateral Walls Anchors (End, Short Walls Loaded, Longitudinal Shearwalls)
Unit Wind Load, UWL = (Wht +RhtFht/2) *Pw=
Unit Seismic Lateral Load, USLL = L *pst =
Building Weight Factor =
Gravity Resistance, GR = Building WT * Friction Factor =
OTM = Lateral Load *wht/2
RM = Building Wt *W /2
Factor of Safety = RM /OTM
Use: (0) Anchors, Min., Sheathing nailed w/ 8d @6 in o.c.
9418 lbs Governs
3830 lbs
0.50 29 degrees
3677 lbs.
38734 Ibs
0.75
0.30
8715 lbs.
42383 Ft-lbs
535692 Ft-lbs
13 - No Uplift Anchors Required
4070 lbs. Governs
3830 lbs.
0.75
8715 lbs.
18318 Ft-lbs
1239491 Ft-lbs
68 - No Uplift Anchors Required
3 of 3 PRINTED- 6/18/2012
'ONI •9NRMNY, O SON MW
rN3V[Mw N3lINM A9 LMX3 VMd SINL A SWSN31X3 90 D3f
A NO MSn 39 ION T '30300 WUW I W 'QONNA1tl. BPI
0 MUM IEOZI- >3LE9OI'UIO N309V0'LE90bi X09 Od
SNOA Mn8 SU3NNVld SN33NIDN3
4992zziii� 1)
s9�1aa
DNI '9NIN33N19N3 S991N8
CIO
¢N-wc r(aovoa)o
aNw vtr Yncru
09C il5.O33 N27G15MY) GOON
9lOiVttl alRM31Q�Y1tlN'J6YOId
�'7�IPrrNNm
OWlFIN
(OON (000)
9Nnaw
9GCK W iN«.1„N
i�MOtOYG'J NNOl IK9
9YJId10 ���
V-MS
9002 NYW51075 SWYIlnIMO
96uIPIUk7 minpoW
udWS10DS
NMOHS SV I ['UKNOZ I ZLOZ 3NIf
31YOS ON OMO 31V0 OMO
N011b'aNnod Nb-lnaOW
S310N /N'dld
WOONSS iD Jiuno4 b9X8Z
v/v\ Wl3A'1S3M inN3AV Wl3A STET
S W13A -'a'S W13A
z
a� LL
00
1
����.ON
7
p
us-
O
m
O��f�&Q
y p
r
w
S
C-)
U_ U_
LL
U) -j
r
Z H
O_ W
N
L=
m
N M M Cl) V
U- w LL U- L=
Q
O
z
z
O
Z
Q
m
Ci °� JOCn4
u�
a
O -
LL
4 -
!L' H
00
a
w 0 0? 0 0
a
a
C7
aHU�LUcoU)
r
O
Q LU U
U CE
U
Q
w w
d
d
�
@
n
-
U O C/)
110
z
3:
-
Cn
O
V
=ItLL
U
WWwW
z
z 0
0
w
��WW¢E�
w?
IQ
LU
Y
W
aa�
W
Q Q I-'
U) ?m
m
S
r
NMOHS SV I ['UKNOZ I ZLOZ 3NIf
31YOS ON OMO 31V0 OMO
N011b'aNnod Nb-lnaOW
S310N /N'dld
WOONSS iD Jiuno4 b9X8Z
v/v\ Wl3A'1S3M inN3AV Wl3A STET
S W13A -'a'S W13A
z
a� LL
00
1
����.ON
J
M
p
us-
O
m
O��f�&Q
y p
W
w
S
C-)
U_ U_
LL
U) -j
r
Z H
O_ W
N
L=
m
N M M Cl) V
U- w LL U- L=
Q
O
z
z
O
Z
Q
Ci °� JOCn4
LU
a
O -
LL
4 -
!L' H
00
a
w 0 0? 0 0
a
a
C7
aHU�LUcoU)
L2
O
Q LU U
U CE
U
Q
w w
d
d
�
n 0 cna
0 0 W nJ::) W
W
J
M
m
W
S
C-)
U_ U_
LL
U) -j
a0
Z H
O_ W
N
L=
N
LL
N M M Cl) V
U- w LL U- L=
Q
z
Z
O
LL
!L' H
O 0
a
a
L2
O
O z Z 0
d
Q
a- J
OU
J
U O C/)
110
z
3:
W
S O X 0 0
O
=ItLL
U
WWwW
z
z 0
0
w
��WW¢E�
w?
E Q
LU
Y
W
aa�
W
Q Q I-'
U) ?m
J p
° K m O�Qp Uw Q LLJw c N N H
Lu� OJ Ow ppw �O Ow ri ¢ <
Q �I p J = _ ���aL 0 N ON 0 UO �Q O ce
mK w N?
c0¢ LD �EOg - Opz K p P- J w -�
O z�F U = O 0czL -¢ w'n K U F w O >N °w O� K
ov�v3 zZ N'�`�' N -.7 c' <�� oW =� �Z J Zlw=- z '�` z �°w z �C0 9❑
Z ac II O °w Q Y a�'% V lD ? w Q U d H w O W z Q n I- a Z J
O °30U -a te YZ mo Z< <e 0 =m z tow o � m °� m ° o 0Q uu
O mOKus V W Op O ¢O N3wpa� w wFNz m OO K Np HBo m w J 00
N OO����ri ri UO z rnZ z a ~�GW r Ozt-¢ OJT om o�°O�N o- =N >Q
N E E D II O 0 'S Z O J E N U g oL w N K > N w z w° C09 0 w ¢ ° N� O z a w
c9 N F+,r O Ow W�F wpz- w l- u)-w z .2Ow O F
zmOO�n00 u?O rnJ W N2 O�wwwpZ d -0Ow U wpwww� u'rj°r`w N O �w o za cz ww
m V NN NlD QU = L 7 >Nz Up Ln zL F=K 0 Z U U( mjL 2Qa° W U � _= UU'
1- ~� mQ tjJ�� W w NgQ W �QZQw QZQZ OAF --�oC ? m F mO FN �O
o, U F Oz w �F., a"�Nm0zz H > w K K0 W o Q<0 L J Jo
(n N z 0 > O w QmWF� -pm yy �ZU how Q °QUw.OZ�Q Q �_� v L� UU
Z z G.-. w N �n Qz UJ to J J W J O Q K g p JO Jm K wQ 3w = m Q Ng 00
O wJ KO w u�iwzZ m= 3Q mri 4 Z � 0 F-000 v� p o_ W
O F ° C) Q I-w oc ED O N� a u0 Waw Oa cnz�zJ -� a01N j- o aw�� w
Z 4w�CZaCJU n -y O OU fjp ¢�Nw w� K w j �U cn-O -aNOJ� °Hug° �w oti 0 p 8U@
° OOw -� w NU wm =�F�t00 z =� W Q w�N Ow w�wiwzu)�zwaLQOF =NN >U' M�
J O�J��Ow >C0 z�- zL - ~z cl1° °z wW U= F-= OOzzw =z0) �� Oz�
O0 wwrL U)p Nz Z3 0-- aCOQU Jz zwQ�um c� U9'J N N KOu gKZO oJ�
w w> F U O N U N ° 0 0 3- w= z 0? O Q w z K Q Q O <__ p t_ O °- O z w N w C7 =
ZU' >7K wU' W wK 0000 o_pQQln V' w QH WU' ww w pHOK�HOco Z .. u�. wo-Qm -C
zz�pV2iz,��- �p 9xz ot- O11'�JaUZ- �?����O �5az 00~z0 zay0 a�gwz =zz��z.s
F- UzpOQ°u Si N9U�z019�S��d����o °w`a�o� >u~�tz2a0a W9i��0)-00zoz0oozZ���Q��0 nm n NN
U n OJ-w< Q)DZ�x SI w I I o[ Oz�p� O� =mow .
¢3Q CO 295 NQm OOUK� co NO_3QNQI- o-10 >°OI -mJ?K jwrLw� mma d d Q a_Ok= OwNwOQ W QN NILE n NNm -N
U
-N md'tn l9 -N -N - N -N m - N -N m - N - N mtl- ui U (n n.
!1 N. NN mm V li . nn m N O rt` r m 06 6 01 6 n n
n _ - -- � -- N m V N l9 I� 0O Q7
A, W)3 J33Md SI �9 noNf aoeo -ES` feae� QOOZ NHW51075 SWVI�IIM® NMOHS SV l'fZ 40Z I0Z ZIOZ Wir
ll13Yfi3tlOV M 118 1d3O%3 193fONd SIXI !D SN061L'1 !b 103'OHd E qN z (4011
AHV XO Q3511 3B IN TM5 'd03rt3H1 NOIIH(M /M' HO 'S'N!W'MO 353H1 '9JOW plhJ31V0$ 'ON OMO 3LV0 OMO
uxrwc f9ceJ lXVd 56uIpIlA2 JOIApOW
OOLO-LL9160ZI- 4LLE901'UD N30UVO'LESOOL x09 Od wlgb VTI hMM4 N
OSL 315'0tl t699159iY1 Q�041 o N011Ha Nf10J 2jV1f1 C]OW a
SNOA3AHns SH3NNV d SH33NION3 Sl?3'Otld %iG3'n1153MLMON gAIW4 p o fir
d s .T. s S11b'13Q b�A
WOJ'aO�411MMMM
wM o JSSVIJ 3lanoa b9Xaz a� N
M'Wl3A'1S3M 3nN3AV Wl3A STET �
3MWJ iHYHJ lt•4'J111L9 'S'H W13A `G'S Wl3A
JNI'EJNIa33NI9N3SEJ9Iaa�
a
w
2W
Wow �o ° ° 0
W m `� y d m LL O° °
LL
tKj
ao w 3io w 3arz¢
0Q U � a a °IL H J Z LLOO
O �1
° a z J 3 m a g = W
x OU $¢z O e0 a m ti rF-lc
m w 3 0 0 _ ° U Z O a a v
pp pp N N_
U U�w° U Q 7Z °� dQ Z °
Sm 2 zW z ¢ a QIO O�
~U r 0 w mw= ~ W° ~ i cNV O —°I�yyIO
fn Q Z J WLL LL �w ¢Z W W LL ad IyI O
O Q ¢ °
Oma O (nw¢ z °a ti0 U� mrn° `°pZJ
O `v wZ �OR N3u� vm '�(lUZ
z v x mw ¢a
m
m
W
�!
E ( 1 ^1
V I
9l O
m
N
r IY Y
w z • 4
S vi ZZ° U) <a Lu
° 0¢ w( n f Y- °O ((O�
aw m C.) Z UU e K Cj O Ln-L
5�0 0 @ Q� LL U° m� a V 1
IE: Y6a�P w a ' V/ co U 4xo a 0 0 V 1
x5s tt ff m 3u�
96 w O
LU � Q
II J II
U)
gym n
�o.
91 D_
T a
w
Z > oa W
a. Q
A �J `v w
� x Z
m i
o
pp if m w
T 'r ° O
4a� eSW W N N mW LLJ
~ _ 8 ° W Z Q� m lO\1
Z LL d W < R, W �l
�� G= 1Y Y
W U �
U
LL, 9 z
n O N NN
D. Q (� ui
LU
D_ c(i
N O
L_J L —Ji j O
N Q N
L N 1L
m UlOrO SUL 40 aoeoesr reea� 8002 NVW5107d SWV n1IMO NMOHS SV lfZ 40ZlOZ ZIOZ 3NOf NinW 1N3A3tl9r x311 i 18 1d , LT31tltld SHl f0 SIp61p1 li i mw at we (WZ)
�m 'A NOIIllOd " �� 'a.ioW pUV
Inpow 1tlO5 'oN `JMO 31ra 'JMO
(ocs -wc (aoc) arod s6ulplln9 .rolnpoW
OOZO- TLOI8OZ-bTLE001'Alp N30lltl0'LESObT %OB Od PoI�VII Vlblal nl
os Eus'aa EEfiEelsian coon •
S 9 9 I a 9 uwr 7�sII*nn S y 0 S N O 11V 4 N n 03 av-i n a o w
saon3nans s3NNV7d sa33NIE)N3 �djaa _
S�IV130
°
° I°R(°"' n WOMJSSV1J 319noci b9X8Z e �n
LL
M 'A13A `1S3M 3nN3AV W13A STET €�
dew igllgl M 1 IILC q yf'j
JNI `9N12133NI�JN3 SJJ1218 53013p3P �S'H A13A -'4'S A13A p
� � o
N
r
N
J a O
as%
3
Z y'Z8 SRJ� y z
o °a L
x�w i`
� O w 0
J W y N @a m
fn N Z
O cr
v z a ismwd
W = + C LL
a A
J I 1
a
Oilq
o s
0
co
J
w
W Z N Lu
` r Z p U) LL
U a:
Q
0 to .6 d
a O to Z
Meg� a� iLL O 2 O' OJ y
9 E2 x m
0
�O O
o O Z O
�P>t �!4 s
n z 'NIW lsl
.8L Z
� � J
pQ ¢ � O
r W y U W
y ~ O 0a U W m O O
g
U W � Z I I I
a
tL 1-L.J m W
Z Y Og Bf w
09 O 2 x OLL Z
m LLB 0 I
Z Np U 0 m Qwz U� Q� W
0 x WO am
U
^// � ^/
L-� O
n u
W N L N
m W N
NIW f�
.BL 'f
'MI'9NIMNON3 SOOUB now NMOHS SV l'fZ'40Z lOZ ZIOZ 3Nflf
9t31N9'!I N3w9N A WOO 13WDdd SIR 3o SNO6wU[3 No IMMOW s°so-ss0 (ess) 8002 NVHG109G SWVl -nlM®
.W/ No GM 39 M T '30393w N09NOd .W/ W'SDNn.N90 301 ¢al -4K (90L) .QJOW pNy :31VDS �ON OMO 31YO OMO
acs z (son xvd s6uPUG JUMPOW
a°Zo-uNINOZI - VI LEN 0I'Alu N30UVD'LESOVT xo9 oa A 11 vM naau NO - LVGNno-d ajv-lnaow
ost �s •°N res3aisron co°m o a
SaOA3n9nS SHMWd Sa33NIDN3 sia'rna aavw is3auaoN aa�oaa S- IIH13O m ,�
udNsiODs
W j0VGNIHMMM
WO VID 318(104 b9X8Z
ON a
LL a M TW13A '1S3M 3nN3AV A13A STET 9�
JNI '9NW33N19N3 S9912l9 S'H A13A -'TS W13A
N
�°
3; $ 31 3
w
w
W
Z
O O
O w a�X
H W � W N d
�_ w�6
Z 2 ZS W W O
� > a ti O
OO z H
mo aOg s mgt o
CD U xa Y OnAO
O o°a U O ��y�--��
m 4w �A3: A vm
vm Sav� t � LLJ
Q
W4
C n
- - - - -- - w LU
'NA NIW O
ZL ZL
n LL
Z Z� W0- CY Z
¢ate m- a O a Z
x �� C� °x O CL ~ m w
CD
mtjv 1-L O W?i >O Z U �' IL-1
m o w m CO _ '^ N F w z g L
M w0 ¢� ~a'OU aaa V1 UOLL� F, w 0 >�
maY Uz am° ~0- `-- wzU o z �_ Otn U v U o Z
KO¢ �O O x WOO
to -,w Of u� O O w
m �m� n.0 7S amm aU� 9U3y�
o �00- aQ9w R �W
m �gFa �c7a o a �s)
CD azo w 0 3 ;it W=)
Z �ooaL? >gx`m° •B w W
m ain Oa CIO rte/
D-
NIW 'NIW Q u d
.ZL .ZL 8 [Y
.ZE Ol x L
r� �0�