HomeMy WebLinkAbout43654-Z df
` o�sF0Town of Southold 10/9/2019
N,
P.O.Boat 1179
53095 Main Rd
4A' �ao�� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40760 Date: 10/9/2019
THIS CERTIFIES that the building BARN
Location of Property: 1325 Factory Ave,Mattituck
SCTM#: 473889 Sec/Block/Lot: 122.-2-17
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/10/2019 pursuant to which Building Permit No. 43654 dated 4/16/2019
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
ACCESSORY HORSE BARN AS APPLIED FOR
The certificate is issued to Aytulin,Rasim&Judy
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
th d ignature
�SUF�I/ TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 43654 Date: 4/16/2019
Permission is hereby granted to:
Aytulin, Rasim
PO BOX 2598
Aquebogue, NY 11931
To: construct an accessory building (horse barn) as applied for,
At premises located at:
1325 Factory Ave, Mattituck
SCTM # 473889
Sec/Block/Lot# 122.-2-17
Pursuant to application dated 4/10/2019 and approved by the Building Inspector.
To expire on 4/15/2020.
Fees:
ACCESSORY $244.00
Co - SORY BUILDING $50.00
Total: $294.00
Building Inspector
OF Soupwv
* # TOWN OF SOUTHOLD BUILDING DEPT.
co 765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ rSULATION/CAULKIN
[ ] FRAMING/STRAPPING [ NAL #of�e- TAW
[ ] FIREPLACE & CHIMNEY ` [= ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ '] -FIRE RESISTANT PENETRATION -
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE O
REMARKS:
A-lww, f sEk
om,
DATE INSPECTOR
y 1
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST)
H
'FOUNDATION (2ND) N
ROUGH FRAMING& �
PLUMBING y
P e
INSULATION PER N.Y: H
STATE ENERGY CODE
- VDI
rzwFINAL
ADDITIONAL COMMENTS
� S
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 / Survey
South oldtownny.gov PERMIT NO. � Z Check
Septic Form
N Y S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
6 Contact:
Approved 20� Mail to:
Disapproved a/c
Phone:_�� -�
EX ti E91
2 /
® , M
Building Inspector
APR 1 0 2019
APPLICATION FOR BUILDING PERMIT
TOWN OF S®jl'�RG Date �1—�� -;,Lb;�� . , 20
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Budding Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises 1- 1L-CA
(As on the tax roll or latest eed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number S reet Hamlet
County Tax Map No. 1000 Section Bl'ock�, ` 7 ,Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of pro osed construction:
a. Existing use and occupancy
b. Intended use and occupancy ,1 a
3. Nature of work(check which applicable): New Building �� Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial otixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure Kith alterations or additions: Front
Depth He) ht Number of Stdries i
8. Dimensions of entire new construction: ront Rear Depth '
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name ofFo er Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordina ce or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill be r oved from premises?YES NO
14. Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF!5�1�)
UiAA N being duly sworn, deposes and says that(s)he is the applicant
(NaMeof individual signing contract) above named,
(S)He is the- 0U)ce.pt—
(Contractor, Agent, Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this,w
day of A4pf i 20_0_
41) 1A -
Nota Pub is TRACEY L. R Signature of Applicant
n' NOTARY PUBLIC,STATE OF NE YORK
NO.01 DW630690o
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2_ .,.J_
J
Scott A. Russell ' d�°suFFQ Ir S'7C'ORMWA'7C'JEIK
\ I��JUENT
SUPERVISOR MANAGEMENT
� z
SOUTHOLDTOWN HALL-P.O.Box 1179 Town of Southold
53095 Main Road-SOUTHOLD,NEW YORK 11971
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY of THE FOLLOWING:
(CHECK ALL THAT APPLY)
Yes No
[]FTA. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑� B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑ C; Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑Eff D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
F. Installation of•new`or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department witFyour Building Permit Application.
S.C.T.M. #: 1000 Date
APPLICANT (PropeeM Owner,Desigjyn`Professional,--Agent,Contractor.Other) �� tr ct r 1'?
, ! ��
NAME. �JLI�i t t H zij Section Block Lot// (l�
r,m�
**** FOR BUILDING DEPARTMENT USE ONLY "
Contact Informatlort 3 t- 3
rrelryhmr VvmGrl
Reviewed By:
- - — — — — — — — — — — — — — — Date: V /
Property Address /Location of Construction Work: — — — — — — — — — — — — — — —
Approved for processing Building Permit.
— Stormwater Management Control Plan Not Required.
1 ❑ Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM " SMCP-TOS MAY 2014
1
,PIR VEDAS NOTED JAMES A. KOPPENHAVER
DATE: B.P.# 304 LOGAN RD.
FEE: BY: RETAIN STORM WATER RUNOFF WYOMISSING,PA 1610
NOT IF BUILDING DEPAR HENT AT PURSUANT TO CHAPTER 236
765-1802 8 AM TO 4 PM FOR THE OF THE TOWN CODE. PHONE:484-794-9949
BUILDER:
1. FOU - r Eby Rd.Structures
FOR - 2636 W. Eby Rd.
2. ROU - F AN IN111,10 P I I, I G Bird-In-Hand, PA 17505
3. INSU TI N
4. FII`:F'' - Ot S PROJECT:
BE CC M LE E
ALL CO T U TI i ' A H Judy Hubbard
1325 Factory Ave.
REQUIR T F H E F t Mattituck NY 11952
YORK A q0 0
DESIGN
FINAL 4/3/19 E.S.
I I
I I I I
COYPLY WITH ALL CODES qF
NEW YORK STATE & TOWN COpgS
CCC ACY ® AS REQUIRED A NS OF
USE 1' UNLAWFUL
� C� ���ICATE OLDOwNZBA
DRAWN BY:
tTHU
PLANNINGM0
OF CU CY s0 TOVVNTAUSTEES L�R,a�rIN oNcEPTs
N.Y.S. ARCHITECTURAL DRAFTING
JOHN ESH
1I1-442-5053
CODE & LOADING INFORMATION -GROUND SNOW=2s PSF John®Draft I nGConoepteLLC.net
.a
-DEAD LOADS=10 PSF �, aH�userhq. 4 SCALE: AS NOTED
OCCUPANCY TYPE OF N 4 t
-RESIDENTIAL STORAGE -BASIC WIND SPEED=130 MPH e;�� r•'• S 0
e® �i
SHEETTITLE:
-EXPOSURE CLASS=B g 40
CONSTRUCTION TYPE
-SEISMIC DESIGN CATEGORY=B m r ^� � �f°` e Cover sheet
-TYPE 5 B -FROST LINE DEPTH=36"
LOADING NOTES s tib, 0 PROJECT NO.:
-ASSUMED SOIL CLASS=GM,GC �r��p��••py714 �,.•�U'e��1 D263-19
-1st FLOOR ON GRADE -SOIL BEARING CAPACITY=2000 PSF S1 '6''e1A`�
IF SOIL DIFFERS FROM ASSUMED ABOVE �+►rarp�q µ����
(REFER TO IRC CODES)
• JAMES A. KOPPENHAVER
304 LOGAN RD.
WYOMISSING,PA 1610
PHONE:484-794-9949
BUILDER:
Eby Rd.Structures
2636 W. Eby Rd.
Bird-In-Hand,PA 17505
PROJECT:
Judy Hubbard
I I I I I I I I 1325 Factory Ave.
I I I I I I I I
I I I I I I I I Mattituck,NY 11952
I I I I I I I I
FINAL 4/3/19 E.S.
FRONT ELEVATION
SCALE: 3/16" = V-0"
` DRAWN BY:
12 Q
a RATIN ONGEPTS
ARCHITECTURAL DRAFTING
JOHN E0H
711-442-5053
JohnmDreftingConcepteLLC.net
RIGHT E L E VAT I O N fi SCALE: AS NOTED
SCALE: 3/16" = V-0" '"s
Ap� OF SHEETTITLE:
KO Elevations
PROJECT NO.:
U 4 D263-19
I I I I e N�OAR.0�142,, •��`��`
S;O� s�►v'' 4
JAMES A. KOPPENHAVER
304 LOGAN RD.
WYOMISSING,PA 1610
PHONE:484-794-9949
BUILDER:
Eby Rd.Structures
2636 W.Eby Rd.
Bird-In-Hand, PA 17505
LLLI PROJECT:
Judy Hubbard
I I I I I I I I 1325 Factory Ave.
I I I I I I I I
Mat stuck,NY 11952
I I I I I I I I
FINAL 4/3/19 E.S.
REAR ELEVATION
SCALE: 3/16" = V-0"
DRAWN BY.
12Q
4 DRAFTINC0NGI=PT6
ARCHITECTURAL DRAFTING
JOHN ESH
B ZIP 44Z-50B3
JohnmDraftingConcepteLLC.net
LEFT E L E VAT I O N SCALE:
AS NOTED
SCALE: 3/16" = V-0"
OF•N .• �l�' SHEETTITLE:
•Y, p: O,At, Elevations
PROJECT NO.:
I 0 1 aj s D263-19
I I I I y?'• :2
L J L JR • o
��.�`��••'°•°Tip ? ••'4,"
UP
y�o
R, JAMES A. KOPPENHAVER
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
NUM,=NDTYPE SPAONGOF °N-r.l�pbV r'.j«^-T•q�
DESCRIPTION OF BUI ING ELEMENTS OF FASTENER FASTENERS V��NW�•�•�-�� �•
!� 304 LOGAN RD.
CEILING JOISTS TO TOP PLATE GOOF (3)10d TOENAIL qeeF fq
�,♦P�.OK�•phi ���i�o WYOMISSING,PA 1610
�- o
CEILING)
NOT ATTACHED TO RALLEL RAFTER,NPS OVER (4)10d FACE NAIL"ETIOd }GJ�" •e••� s
g$ � A • PHONE:484-794-9949
COLLAR TIE TO RAFTER,FACE NAIL R1X"%20 GAGE RIDGE STRAP TO RAFTER (4)10d FACE NAIL EACH RAFTER '•i
RAFTER OR ROOF TRUSS TO PLATE (3116d TOENAIL �:LU BUILDER:
ROOF RAFTERS TO RIDGE,VALLEY C R HIP RAFTERS (4)16d TOENAIL
2 '+, Eby Rd.Structures
STUDTOSTUD WALL 16d 24"OC FACE NAIL ��p'•p•�.. 14•? ' �� 2636 W. Eby Rd,
BUILT-UP HEADER,TWO PIECES 16d S6.0CEAEDGE FACE NAIL �vr�SSIO `♦♦♦♦♦ Bird-In-Hand,PA 17505
CONTINUOUS HEADER TO SND (4)Bd TOENAIL OYNOIIIIII
DOUBLE STUDS,FACE NAIL 10d 24.0C.
TOP PLATE TO TOP PLATE 10d 12"0C FACE NAIL GENERAL NOTES PROJECT:
DOUBLE TOP PLATES,MINIMUM 48 INCH OFFSET OF END JOINTS, (8)16d
FACE NAIL IN LAPPED AREA _ 1. ALLCONSTRUCTION SHALLCOMPLYWITH Judy Hubbard
2015 INTERNATIONAL RESIDENTIAL CODE,
BOTTOM PLATE TO JOIST,RIM IOISI BAND JOIST OR BLOCKING 16d 12"O C.FACE NAIL 2 BUILDER MUST VERIFY ALL DIMENSIONS AND 1325 Factory Ave,
BOTTOM PLATE TO JOIST,RIM JOIST,BAN 3 JOIST OR BLOCK]NG(AT BRACED WALL PANEL) (3)16d 16"0C FACE NAIL ACCURACY BEFORE CONSTRUCTION. MattTtUCk
3. WRITTEN DIMENSIONS SHALLTAKEPRECEDENCE ,NY 11952
TOP OR BOTTOM PLATE TO STUD (3)16d END NAIL OVER SCALED MEASUREMENTS.
TOP PLATES,NPS AT CORNER SANE INTERSECTIONS (3)1Dd FACE NAIL 4. WINDOW AND DOOR,SIZES AND LOCATIONS,MAY
101ST Tb SILL,TOP
PLATE O0.GIRDE I (4)8d TOENAIL VARY FINAL 4/3/19 E.S.
5 ALL STRUCTURAL LUMBER SHALL BE
RIM 101ST,BAND JOIST OR BLOCKING TO SILL OR TOP PLATE IROOF APPLICATIONS ALSO) 10d6"O CTO NAIL SPRUCE-PINE-FIR 02 OR BETTER,UNLESS
24'O C FACE NAIL ATTOP OTHERWISE NOTED.
BUILT-UP GIRDERS AND BEAMS,24CH LUMBER LAYERS 10d AND BOTTOM STAGGERED 6 IFAPPLICABLE,WHERE GARAGE IS ATTACHED TO
ON OPPOSITE SIDES DWELLING UNIT,A(1)HR.FIRE SEPERATION
Wa4Msmu¢uRALMNEu sueFiOMR RDDF MnrtiRro4WAu sxurxlx4TOSMmxpArmPARn¢[xwx4WAusNMnox4rosRRmiNM SHALL BE PROVIDED.(I LAYER 1/2"DRYWALL).
DOORS BETWEEN AREAS TO BE 20 MIN C-LABEL
fe°• 1° !dMW N ONNAR(MOi-RWU] 6 12 DOOR WITH FIRE-CODE JAMB.
7 ANY WOOD IN CONTACT WITH MASONRYTO BE
Re mmox xRa 6 12 PRESSURE-TREATED WOOD.
8. GRADE MUST SLOPE AWAY FROM STRUCTURE.
GYPSUM SHEATHING 1;WIVANR[;0.00FIxDNM,SWIEORIVRNDE0. 7 7 9. WOOD FRAMING TO BE MIN.8"FROM GRADE DRAWN BY:
1,MVM -SCREVIS,014 MU
LEVEL,EXCEPT AT DOORWAYS
1x 1 WWR314R0 RMOiIXO XM,SMFIR ORWRNIS30. 10 WOOD TRUSSES SHALL BE DESIGNED BYA
B GYPSUM SHEATHING 1'IONQS (•srnlws,TmEwags 7 7 REGISTERED ENGINEER.BUILDER MUST PROVIDE
ALTERNATE ATTACHMENTS INSTALLATION,
TO CODE OFFICIAL PRIOR TO F
INSTALLATION, RL4F I INC0NGEPTS
NOM.MATERIALESCRIPTION OF FASTENERAND LENGTH SPACING OF FASTENERS 11. WALL BRACING PROVIDED BY CS-WSP AND CS-G
THICKNESS(INCHES) (INCHES) EDGES INTERMEDIATE SUPPORTS OR CS-PF METHODS AS PER IRC SECTION 502.10 ARCHITECTURAL DRAFTING
(INCHES) (INCHES) 12 TEMPERED GLAZING REQUIREMENTS: JOHN ESH
WOOD STRUCNMIMHEL;SV3l1000.POOi OIxIEP10R WALLSXFATMNOTOFMMiNOANOPARTI¢FRMRD WRLLSNFATXMTOFMMLYO (1)IN WINDOWS&DOORS WITHIN(18)INCHES
STAPES 15 GA.1 4" 4 8 OF WALKING SURFACE 111-442-5053
UPTO =" NAIL2 �" 3 6 (2)IN ANY INDIVIDUAL PANEL GREATER THAN JohnmDraFtingConoeptBLLC.net
(9)SQ•FT
STAPLES 16 GA.1 a" 3 6 (3)IN WINDOWS WITHIN(24)INCHES OF ANY
STAPLES 14 GA.2 q 8 OPERABLE DOOR WHEN DOOR IS IN CLOSED SCALE:
POSITION AS NOTED
AND a" STAPLES 15 GA 1 a" 3 6 (4)IN PANELS WITHIN STAIRWAYS,LANDING AND
INCHESRAMPS,AND WITHIN(361
NAIL i" 4 8 OF WALKING SURFACE,UNLESS PROTECTED WITH SHEET TITLE:
BARS 3"0 C.CAPABLE OF WITHSTANDING 50 I.R.
TABLE R602 3(3)1 EQUIREMENTS FORWOOD STRUCTURAL PANEL WALLSHEATHING USEDTO RESISTWIND PRESSURES PER LINEAR FOOT General notes
MINIMUM NAIL MINIMUM MINIMUM MAXIMUMWIND SPEED (S)IN PANELS ADJACENTTO STAIRWAY WITHIN
WooD NOMINAL MAXIMUM PANEL NAIL SPACING (60)INCHES HORIZONTALLY OF THE BOTTOM
WALL STUD (MPH)
PENETRATION STRUCTURAL PANEL SPACING EDGES FIELD WIND EXPOSURE CATEGORY TREAD OF A STAIRWAY IN ANY DIRECTION,AND
SIZE (INCHES) PANELSPAI THICKNESS (Inches) (INCHESOC.) (INCHES OC) WHEN THE PANEL IS WITHIN(60)INCHES OF PROJECT NO.:
RATING (Inches) B C D THE TREAD NOSING.EXCEPTION-IF HANDRAIL
D263-19
6d COMMON OR GUARDRAIL IS PROVIDED,DISTANCE CAN BE
(20-%0113') 1.5 24/0 3/8 16 6 12 110 90 85
REDUCED TO(18)(LACHES FROM RAILING TO
16 6 12 130 110 105 ADJACENT GLAZING.APPLICANT SHALL PROVIDE
CODE OFFICIAL WITH CUT-SHEETS PRIOR TO
8d COMMON 1.75 24/16 7/16 CONSTRUCTION
(2 5"%0131°) - 24 6 12 110 90 85
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WO — 122 - 02 — 17
Scale: 1" = 407
Oc t 14, 1996
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DDMEMW v. MAUTARELLI
a Et JOLANTA KUCZYNSKA-MAUTARELLI
�O p GREA T WESTERN MORTGAGE Co ,
FAIELITY NA NAL T•1 TLE INSURANCE COMPANY
OF' NEW YORK
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OF SEC TX W 72,49 OF THE AEW YORK S TA TE EDUCA rJOry LA M
EXCEPT AS MR SECTM 7709-SLQA►VrMW S ALL C97MCAPOiNM � Y LIC NO. 99618
HERE'GMl ARE VALD FOR ?W APAP AAV CSS TNEREOf OAA Y F
SAD AQP 00 CO MS B04M TW AtiA"RESSED SEAL Or TTA' StPVE'YOR Wi wry SMA nW APPEARS MM'Ck
AWfMMAU Y TO CONI'!.Y NYT?H SAD LAW 7w TErw 'AL TSD are P. 0. B"r W UM 9Y ANY AAV ALLSLMEYORS UTA./2M A COQ°Y t230 ET ,
AREA = 30,754 s!.ft, OF ANOTFER SUW* YO" NAP. TE14f1As St Of AS WS°ECT=-A1VD spUTHpLDt N.Y. /1971
?=rO-OA rr ARC ASCI r OV COAPLUMX IN 7W c A W.
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