2011-474 TOWN OFQ UEENSBURY
OO742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20110474 Date Issued: Monday, September 08, 2014
This is to certify that work requested to be done as shown by Permit Number P20110474
has been completed.
Location: 3 TREEHOUSE Ln
Tax Map Number: 523400-301-013-0002-023-000-0000
Owner: TODD M GROSSNICKLE
Applicant: TODD M GROSSNICKLE
This structure may be occupied as a:
Porch By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the property
(a:DJ l owner of the responsibility for compliance with Site Plan,Variance, or d
other issues and conditions as a result of approvals by the Planning Board «m
Director of Building&Code Enforcement
or Zoning Board of Appeals.
TOWN OF QUEENSBURY
FON 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20110474 Application Number: A20110474
Tax Map No: 523400-301-013-0002-023-000-0000
Permission is hereby granted to: TODD M GROSSNICKLE
For property located at: 3 TREEHOUSE Ln
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: TODD M GROSSNICKLE Porch $5,600.00
3 TREEHOUSE Ln Total Value
QUEENSBURY,NY 12804-0000 $5,600.00
Contractor or Builder's Name /Address Electrical Inspection Agency
ANCHOR CONSTRUCTION
GREG GARAFALO
798-8560
308 CORINTH Rd
NY 12804-0000
Plans&Specifications
2011-474
504 sq ft porch
$50.40 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, September 29,2012
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the T o ween ry;4 � ti ,September 29,2011
a t
SIGNED BY v py for the Town of Queensbury.
Director of Building&Code Enforcement
!FILE USE ONLY s.�_" - �.-Z_2 �^'y1-0 ,��, ;gin � �
TAX MAP NO. PERMIT N0. ( �---
FEE '�-• J Ltj BLDG.&CODES APPROVAL • %L' L t da
SO77
ACCESSORY STRUCTURE BUILDING PERMI A - 4 if Mil
Use this application for any structure other than the Principal Structure (house) to include, but not limited to:
garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures-
Sheds/Fences.
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE
ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED
A VALID BUILDING l /PERMIT. / / 00/ .,1
/
OWNER: 1.
pId (s, ro .SI. (�(e INSTALLER/BUILDER: Altai (26 a KAgjapate
ADDRESS:3I r'ee h o vs-e 14 h e �{'�'� l\% )7 DRESS: a Lp P-4.'IN)F34gD /21.(0cn`1.St'aly, /28-6
,/
PHONE NOS. `f 8O-q336-1 ' '/- '7.2V PHONE NOS. 5m 8.6O
LOCATION OF PROPERTY: 3Sf._ /F SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: A. A '(f. !i rr'
HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? ID YES SIZLIO
IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL:
ESTIMATED COST OF CONSTRUCTION: $ 61,0D ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? 7 t
IF YES,PLEASE LIST: 2- C (L 'Dr c17ti d Cam' zf l
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:6n&A 6.412.4r-42_.4.) PHONE:
1ST ao PROPOSED
PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT
SQ.FT. SQ.FT. SQ.FT. FT.&IN.
�FtN PORCH
.._JK
SEASOI',wb'ERc OR ENCLOSE PORCH= 6 -0
BOATHOUSE
•
BOATHOUSE WITH SUNDECK
DOCK
SHED
POLE BARN
DETACHED GARAGE(NO.OF CARS: )
OTHER ACCESSORY STRUCTURE:
*CONSIDERED FLOOR AREA & MUST COMPLY WITH FAR [FLOOR AREA RATIO].REQUIREMENTS IF THE
STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE.
To the best of my knowledge, the statements contained in the application, together with the plans
and specifications submitted, are a true and complete statement of all proposed work to be done
on the described premises and that all provisions of the Building Codes, the Zoning Ordinance,
and all other laws pertaining to the proposed work shall be complied with, whether specified or
noted, and that such work is authorized by the owner. Further, it is understood that I/we shall
submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested
by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed
surveyor, drawn to scale, showing actual location of all new
construction.
QUESTIONS? CALL 761-8256 OR EMAIL
Town of Queensbury Building &Code Enforcement M t3 ") 1 �3
Office No. (518) 761-8256
1
E
Framing I Firestopping Inspection Report
Inspection request received:
Name: °V0 Ke-1 Inspected on: 13---g�y
Location: 3 '('L°e- Acts c? Lt.) Arrive: -f a.m./p.m.
Permit No.: I/ 41/ / 9 Inspector's Initials:
TYPE OF STRUCTURE: pdf'e.h
N NIA COMMENTS:
Framing
Attic Access 22"x 30"minimum
Jack Studs/Headers 1
Truss Specification Provided
Bracing/Bridging
F1
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft.8 in. �r
Stairwells 36 in.or more
Exterior Deck Bracing
Headroom 6 ft.8 in.
Notches/Holes I Bearing Walls
Metal Strapping for Notches Top Plate
1 1/2(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq.ft.floor trusses
Anchor Bolts 6 ft.or less on center
Ice and water shield 24 inches from wall
Fire separation 1,2,3 hour
Fire wall 2,3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side'A inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
Design Professional Sign-off,if required
Framing/ Firestopping Inspection Report
!%11 C4—//
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Dep pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials•
NAME: /-1131PERMIT#: I/ --(11>q
LOCATION: (I-12\\01.1Z32INSPECT ON: 4P-Q- 1 7
TYPE OF STRUCTURE: (`'Al` ,' z—V '_Y ‘ k
Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/18/2013 2:44:00 PM
42
(3 ',3z).?
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: \ 3 pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initial .
NAME: 1 D dS ( fle, SS Pt e-1 PERMIT#: //- 7 "lq
LOCATION: INSPECT ON: "aqr I y
TYPE OF STRUCTURE: 0 r ei
Comments
Y N/A " f b - � 9 6:
Footings t
Piers OK- fol
Monolithic Slab
Reinforcement in Place "���
The contractor is responsible for
providing protection from freezing A ,�
for 48 hours following the placement U Vs-
4
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place ?„–N(A/L/kt --
Footing
Dowels or Keyway in place �CI•AAti�\>°Z__Foundation Dampproofing
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/18/2013 2:44:00 PM
IIPP1.1"^ -3 1 71 f IA-
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518)761-8256 Arrive: am/�m Depart: 10,2 am/pm
Date Inspection request received: Inspector's Initials:& /'rj
C
NAME: foss n k4Cli:�' PERMIT
#. 7
LOCATION: r e P \t-1 TA, Z-C1 r e DATE:
TYPE OF STRUCTURE: ( V r-Cde
Comments:
Yes No NIA
4" Building Number Address visible from road � —1c
Chimney Height/"B"Vent/Direct Vent Location ("
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors
Handrail 4 or more risers
Guards at stairs,decks,patios more than 30 inches above grade
Guard at stairwell at 34 Inches or more
Guard at deck,porches 36 inches or more
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches
Deck Bracing/Handicapped Ramp Compliant
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy I trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors/Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation to floor/Sticker on Panel
Duct work sealed property/Blower Door Test Certification
Floor truss,draft stopping finished basement 1,000 sq.ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110 —�
Enclosed Stairs Sheetrock Underside minimum W Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/' hour fire door/door closer
Gas Logs in Sealed or Glass Enclosure
Final Electrical;Energy Saving Light Bulbs 50%
Final Survey Plot Plan
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required Al)
Flood Plain Certification,if required
Okay to issue C/C or C/0[Temporary/Permanent]
L:1Building&Codes Forms\Building&Codes\Inspection Forrns\Residential Final Inspection Form_revised_100405.doc;Revised
January 7,2008;Revised 6/2M)8;Revised 12122110,Revised 04/13/11
\ (A.
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518)761-8256 Arrive: am/p rt: jL) %Imipm
Date Inspection request received: Inspector's Initials: (V
NAME: I 0._553 (1 I C.1-de PERMIT#: ' /'1></
LOCATION: 1 7 rh n it sec, d.can c? DATE: t t
TYPE OF STRUCTURE: �'ri r'e_k\
Comments:
Yes No N/A
4" Building Number Address visible from road f' —V,F Q1--ccq—/A
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors
Handrail 4 or more risers
Guards at stairs,decks,patios more than 30 inches above grade
Guard at stairwell at 34 inches or more
Guard at deck,porches 36 inches or more
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches
Deck Bracing/Handicapped Ramp Compliant
Grade away from foundation 6 inches with 10 feet
6 inch dearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors!main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors/Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access,1 sq.ft.-150 sq.ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation to floor/Sticker on Panel
Duct work sealed properly/Blower Door Test Certification
Floor truss,draft stopping finished basement 1,000 sq.ft.
Emergency egress below grade V
Gas Furnace shut-off within 30 feet or within line of site j
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum W Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/34 hour fire door/door closer
Gas Logs in Sealed or Glass Enclosure
Final Electrical;Energy Saving Light Bulbs 50%
Final Survey Plot Plan
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C/C or C/0[Temporary/Permanent]
L:1Building&Codes Forms\Building&Codesllnspection FormsUResidential Final Inspection Form_revised_100405.doc;Revised
January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11
Anchor Construction
ALL PLATES CENTERED CSI SIZE LUMBER Brace truss as follows: MAXIMUM REACTIONS: Common Truss t
ON JOINTS EXCEPT: TOP 0.85 2x 4 SPFS-#2 O.C. From To JT REACT ACT WID REQ WID Total Design Loads (pif) I
Jr PLATE SIZE X Y STM 0.78 2x 4 SPFS-N2 TC Cont. 0- 0- 0 21- 0- 0 LBS IN-SX IN-SX TC V 92 20 0.0 10.5
A 4.00x 6.00 CNTR 0.13 WBS 0.26 2x 4 SPFS-#2 BC Cont. 0- 0- 0 21- 0- 0 A 1507 5- 8 3- 0 TC V 92 20 10.5 21.0
F 2.00x 4.00 CNTR -0.00 ha m -96 BC V 0 20 0.0 21.0 !
c 4.00x 6.00 CHTR 0.13 TC Fb-1.15 Fcee1.10 Ftm1.10 C 1507 5- 8 3- 0 + 6 Wind Load Case(s)
BC Fla-1.10 Fcm1.10 Ftm1.10 ha m 96 + 2 Unbal. Load Case(s)
+ 1 UBC Load Case
UPLIFT FOUND AT BEARINGS + 1 Dead Load Case
ERG UPLIFT ERG UPLIFT NOTES:
LBS LBS Trusses Manufactured by:
A 218 C 218 SARATOGA LUMBER TRADERS
' Analysis Conforms To:
TL Defl -0.25" in E -D L/972 IBC/IRC2006
LL Defl -0.13" in E -D L/999 TDI 2002
Shear // Grain in F -B 0.66 OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
SL 11-8-14 5x5= SL 11-8-14 in areas where a rectangle
HO 4-3 HO 4-3 3- 6- 0 tall by
H HH 4 2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
`�� concurrent LL on BC.
6 �� Wind Loads - ANSI / ABC& 7-05
Truss is designed as a Main
2x4\ 2x4// Wind-Force Resistance System.
F G Wind Speed: 90 mph
Mean Roof Height: 25-0
6-0-15 TC Ta Exposure Category: C
5-7-3 W1 Factor : 1.00
Building OccyTypal: Enclosed
W2 Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
W2 • Roof Snow Load per ASCE 7-05
4x6= 4x6= Ground Snow Load m 60.0 psf
A C Rain Load m 0.0 psf
34w Importance Factor 1.00
Thermal Factor 1.10
A
ILL E 81 D Ilk ( Exposure Factor 1.00
SxS= 3x4= SKS= Balanced Load Factor 0.77
Unbal snow loads checked
W:S08 W:508 Par-to-ridge not req'd
R:1506 R:1506 Max comp. force 2260 Lbs
U: 218 U: 218 Max tens. force 2031 Lbs
Connector Plate Fabrication
SL 1-1-7 1-1_7 ToThisltrusseis desi for a
Tom{ 7'-0 - - -• _ _ _,- Z, creep factor of 1.5d which
$$cc is used to calculate total
40 21-0-0 D. load deflection.
ALL PLATES ARE MT2020
REFER TO ONLINE PLUS GENERAL •
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS. MiTek0 Online Plus" Scale: 0.340" m 1'
Conuectar pietas shall be applied os both fates of Uma at nub foist.01111411.the pour, MiTek Wasteful,Dm.beam so reepauclblIly for the erection of Iraces,field bracing
velem ladkated otherwise No loan Imola or was.is plate monad area Splice oily or penmen'Iron bracing.Rehr to SCSI 1-03 ac published by the Trues Plate Auto Snow Loading Designer:
where shows.Overall spans muse 1"bearlegr at nub*041,11014N ledkated lu.dtute,21S North Lee Street,Sults 312.Alexandria,VA 2731.1.Penes.erecting TC Live 46.2 psi Checker:
Wbenrbe.Cutting sod fabrkatian shall be performed us egeIpment which producer Iran..are cautheed to seek prufueleeal advice concerning proper erection bracing to TC Dead 10. psf Reviewer:
• � eel ssse.eg lulale and plates.testees sod this
noted,minden acetest et lumber hall prevail toppling and"damkt end.Can.Top betakes to prevent damage during
eSidli
not awed IDN,at time of f■bd«Ilan and slate Msi{a b not applicable foe ar with tire prevail top storage,shipping"da in and.Careshoulduand bunum chords edam be urigadequately
BC Live
0.0 psf Designed;
retardant lumbar and same preservative treatments.Thte dada-wee prepared lac lanced la lbs abeam of sheathing or rigid«Ws{,respectively.11 b lbs responsibility BC Dead 10.0 psf Rev No:
accordance with"National Design Specifications fur Woad Construction"(APPA), Maroon to aceertala that the design leads utilised on this drawing meet or exceed the
1f:(�11i r1 �Limber varier;lac, Total 66.2 psf Rev Date:
.7 "NatWest Demise Standard for Metal Plan CMneoted Weed Truer Cunstroetlan" aetual dead leads imposed by the Proctors and the iWe loads Imposed by the local P
(ANSI/TPIII,and HUD Design Criteria far Trussed Ratters. bulldle{cede or hbdwkal cUmdle records. Lumber 8I 1.15 Run Date: 7/28/2011
Plate SI 1.15 Version: 28.0.008
FURNISH A COPT OF THIS DESIGN TO ERECTION CONTRACTOR. Spacing 24.0 in. Drawing:
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THIS TRUSS DESIGN DRAWING It VERIFY
THAT DATA INCLUDING DIM.AND LOADS CONFORM TO ARCH.PLAN/SPECS AND FAB.TRUSS PLACEMENT DIAGRAM.
•1110.Pit aw'm Copyright Wilke 1888.2011 Version 28.0.008 Engineering Review Drs dnp 7128/2011 10:36:07 AM Pegs 1
)F created with pdfFactory trial version www.pdffactorv.com
.o—.a
O Z I
5
a I "'.'/,r�� I 7
E3 " Q I tl ti ■ I'� X
V!
to- Ia vV ,.ily�n'✓ �y � i I m �
0 5-m i ��
4v Z- I tl �N tl ! <j M
tl \
I
;IIiIIIIt; -g Itl tl I {
-
� ,eM1,;;irvni;tuii\5,
=111111116tt� I I
Ilil16111111a111\ ,t I I
•.„,,,.,1111 111:,;;:.;.�..t i I
N lilllllll,u; I I L ---- -------- -----
Xw -3SWR 9NILSDO -- --
z
a
v a
11111IIII11119 z 1"� W
"� 1111111111111 9 0
Tn
III(IIIIIIfIII Qo >� � � �
\ Il111111111111 C)Wnt
\ 9NUSDO
I 1111111111111
I ' 111111111111111 Z
' 1 0
1 1 1 1 1 1 1 1 1 1 1 1 1 1 II �U r
3
Illlllll c �p „ „ =H
' 1111111111 E° =
111111[j��llllllllllllllplll�ll"""", ., � o
•Nt"'_���� I I ' 1 1 1 1 1 1 1 1 1 1 II z; sg
{ 111 I � 11 11111111 0i io
o I II11111111111 w=
�� , 11111111111111 _�
LLJ
ITFFEck: Ir:
N '�
d
i
PL
j
PROPERTY 247.40'
BOUNDARY
o `
IL
x 4 I o
0
o� a
=X o
j -
3
oma f a
o "a
a
a
` 3
yy 'a
0a7 CD '-i
ry � ` r
' zp
o C
0 m m G r� 6U(L NG$�p 13
��.-
co oz
ao,. z0
p G),m epagx mp
a m
MMv'
�m 8
me TO
-ice ', OO,OOTa�a3d0�d
v
wa m
n COVERED PATIO ADDITION TO THE RESIDENCE OF. P T PLAN
A N $
(} a
m N N TODD GROSSNICHOL
QUEENSBURY,NEW YORK
O
i
r
"Q
.D-JZ
Ln
�O71 Ir
w. I SStttll 3002!Q3Ei33NVN3
�yr ... � { 6 1 ■
1 w——
0. I �o oe I aluj
< >m
vi N N I n j O.
H
"°°°"INIIIIIiIII(1111�11�j i j; �'
IL - ------- — -- -
w::;;�" �--- 3SnOH 9NI1SC{3
z
d
h
z
8 }
x= 14.
111111111111 z W
y
LU
uj
-
lIIIIIII{ w. a
Illlllllliil�
1-.
uj
� 9NI156C3 o m.�
W
. 1 ' 111111111111 ( III z
1 11111111111111II 30
z 44)
00
""""'lllllliilllllllllllllll�ii�����„��;;t ; i a�
0. Zo
r aj illilllllllllill LU
¢ 11 i I I 1 I I I i 1 1 1 1 1 1 1 II �2
}�_
LIJ
w<ED 1
o
L
= c
x P
N
v
:a�td,..:o%.'=,P.roi��.wt"Pxarrr:J�x6tcd daF<•aexppa�un wctm.a"T..�'-alua,tma111'r-�p`P=a1