HomeMy WebLinkAbout42150-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o . 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#: 42150 Date: 11/15/2017
Permission is hereby granted to:
Isaac, Morris
PO BOX 1687
Mattituck, NY 11952
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
4835 Oregon Rd.,Mattituck
SCTM # 473889
Sec/Block/Lot# 95.-1-1.2
Pursuant to application dated 11/6/2017 and approved by the Building Inspector.
To expire on 5/17/2019.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $525.20
CO -ADDITION TO DWELLING $50.00
Total: $575.20
B di g Ins rector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.-
5.
ead.5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 /,
Date. //' d& " l
New Construction: Old or Pre-existing Building: 7 (check one)
Location of Property: orAd f hX111_11_
House No. U Street c Hamlet
Owner or Owners of Property: �G(/� O� S
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: A- Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: f'// (check one)
Fee Submitted: $ �/�
AppllqRnj Signature
d
FIELD xNSPUCTO 1P'ORx DM ACOM,ymss
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FOUN7DAXIOQ ',(2N-D) t�
ROUGES FR�NC� &
PLUMMI 'G - 1
TNSUT,ATZON•P,BA N.Y. ,
STATE BNEROY CODZ
kjNAL
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i
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL t Board of Health
SOUTHOLD,INY 11971 4 sets of Building Plans
TEL: (631) 7654802 Planning Board approval
FAX: (631) 765-9502 Survey
Southoldtown ny.gov PERMIT NO. i Check
Septic Form
N.Y.S.D.E.C.
Trustees
_ C.O.Application
r �• ~ 17c:I Flood Permit
DExamined L ,20_n t� Single&Separate
i
Truss Identification Form
NOV - 6 2017 Storm-Water Assessment Form
Contact:
Approved �J ,20 / 1 B�..TILDRN s DEPT. - 49,
Disapproved a/c TOWN OF SOUTHOLD I
I
Phone: (03/ -4/11? f�
Expiration -1201
Bui ing Ins ctor
APPLICATION FOR BUILDING PERMIT
{ f
Date 6 T , 20j
INSTRUCTIONS
I I
a. Thisapplication 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 pilan showing location of lot and of buildings on premises,relationship jto 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=ing
premises available for inspection throughout the work. I
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. Everylbuilding 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 �-
Building 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.
I
(Signature of applicant or name,if a corporation)
I (Mailing address of applicant)
I
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises �,�j( � JAS
(As on the tax roll or latest deed)
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. j
1. L c tion of land on which proposed work will be done-
4n
5 ;�
House Number U Street Hamlet
County Tax Map No. 1000 Section I Block Lot �"
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy 6, 11 /ter /yLuq re lPe •14GLS
P
b. Intended use and occupancy k2s�Q A/1�I .� �C� C�� 0,0 C�
`
3. Nature of work(check which applicable):New Building ddition teratio
Repair Removal Demolition Other-Work
(Description)
4. Estimated Cost , 4 D ® 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 or mixed occupancy, specify nature and extent of each type of use.
r �y
7. Dimensions of exi mg structures, if any: Front, / Rear 597, � � Depth G✓�� � `� �
Height Z P Number of Stories :;7, �r� / y
Dimensions of same structure with alterations or additions: Front � Rear
Depth 5 ✓ ' Height 9- Number of Stories
8. Dimensions of enrirenew c6nstruction)Front -7 Rear '-7 / Depth `�' .
Height Number of Stories
9. Size of lot: Front -7 t Rear / ! Depth
10. Date of Purchase �O ame of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES N0
13. Will lot be re-graded? YES NO,,�Y\ Will excess fill be removed from premises? YES NO
YT P POVP NY 1)0,;1-3
14. Names of Owner of pren�ises�l6P (ehSAddress Wti P -14 6oMA Phone No.,U-) �973"'�� �b
Name of Architect Address Phone No 7,17-3050— 0471
Name of Contractor )/1 342A? Address1 hone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO d`
* 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–X—
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OFSf
being duly sworn, deposes and says that(s)he is the applicant
(Nam(o individual signing ntract) above named,
(S)He is the
9 )!:P/1
�(( ontractor,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�o before me this
�+t day of A/QV?ryj/0-er 20 17
TRACEY L. DWYER �e "
v LIC,STATE OF-PIEPPr3fidne
Notary Public NO.01DW6306900 Siga> ure of Applicant
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2-01B
LL Q.°��FFa��c 5"FOIKI��J WAXIER,
�CO�I. A. Bussell
SUPERVISOR M[A1NA\(G IEM[IEN F
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 't�y�O Town of So u th o l til
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
_ ( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑ A. 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.
❑9D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑g 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 Infor-mation,-Datc-&-Count:}-Tax-Map-Number!Chapter=236-does-not-apply-t.o-:your-projecL —
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 with your Building Permit Application.
APPLICANT. (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date:
NAME V Orli J ffC _L `l Block Lot
-17
ra � �r4--
�,5, t 1. R fit"lt_DING DE:PAJ T: €HLNT I,'T' ONLY
Contact Information r
-ri 7a� w,onr,
Reviewed By:
Date- -
Property Address / Location of Construction Work. — — — — — — — — — — — —
Approved for procea�ing Building Permit
Stormwater Management Control Plan Not Required
- - - - - - - - - - - - - - -
❑ Stormwater Management Control Plan a Required.
(Forward to Engineering Depaitment for Review)
FORM ' SNICP- TOS MAY 2014
o�QS'aFfG
Town Hall Annex �� y.� Telephone(631)765-1802
54375 Main Road o -t Fax(631)765-9502
P. O. Box 1179 _ C/JI
"'--Southold—NY-'I'197'1=0959
dol � Sao
------- BUILDING-DEP-ARTMENT _--
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Datq: & /7
Owner:
Location of Properly: "r'd�-Zu^ O rgtd /Please take take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following locations c ecj�_ap&ableJine):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature:
Name (person submitting this form):
Capacity(check applicable line):
Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
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S.C.T.M.# DISTRICT 1000 SECTION 95 BLOCK 1 ' LOT 1.2
LANLD N/F OF
LOWERRE PARTNERS L P
175.00' 12'W
J5N
N 44°46'30" E 8' POST/WIRE FENCE
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-- ma. - — - — - — — ----
SWIMMING POOL n
20'x40
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BRICK PATIO
.-L FIRM 8 7'
'PAGE 01
er GATE 4'CRAINUNK FENCE co
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ROOF OVER
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W 9 2 STY FRM u SHOWER
DWELLING
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—MON S 44"46'30" SY
OREGON ROAD
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UP
THE WATER SUPPLY, WELLS DRYWELLS AND CESSPOOL
¢ LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
P
AND OR DATA OBTAINED FROM OTHERS
7
AREA 80,000.24 SQ.FT Or 1.84 ACRES ELEVATION DA 7UM ___----------
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7I7U7?INJ
LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES,ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF DESCRIBED PROPERTY CERTIFIED TO RICHARD SACHS,
MAP OF FIRST AMERICAN TITLE INSURANCE COMPANY,
FILED
30 0 15 30 60 120 SITUATED AT CUTCHOGUE
TOWN OF,SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
P 0. Dox 153 Aquebogue, New York 11931
FILE fl 17—1 O3 SCALE 1"=.30' DATE JULY 20, ZO PHONE(631)288-1588 PAX(631)288-1688
N YS LISC NO 050882 mulnhdnl„g Lhn recnrm or R berL I Renneup h xenna.N NnychuY
0 4 Gem
4835 OREGON RD, CUTCHOGUE, NY
GENERAL NOTES
ARCHITECTURAL DESIGN BY:
1. All work and materials furnished shall comply with, state regulations, the regulations of the National Board of Fire Underwriters, National Fire Protective Association
BARBARA SCHNITZLER
Requirements and all Federal, State, and Municipal authorities having jurisdiction over the work.
220 OLD HARBOR RD
NEW SUFFOLK, NEW YORK 11956
2. Before ordering any materials or doing any work, each trade shall verify all measurements at the building and shall be responsible for the correctness of the same. No extra
charge or compensation will be allowed on account of difference between actual dimensions and the measurements indicated on the drawings; any discrepancies between the ARCHITECT OF RECORD:
drawings and field conditions which may be found shall be submitted to the architect for consideration and clarification before proceeding with the work. The contractor shall be
LEE&CHESONIS DESIGN
responsible for any deviation from the contract documents.
NIDA CHESONIS LEE
I 14 VERONA STREET SUITE 3D
3. All of the Architect's drawings and construction notes are complimentary and what is called for by either will be binding as if called for by all; any work shown or referred to on { BROOKLYN, NEW YORK 11231
any one drawing shall be provided as though shown on all drawings.
71&330.0471
4. The work to be performed consists of furnishingall labor, equipment, tools, transportation, supplies, fees, materials and services in accordance with these notes and drawings; REMOVE OUTDOOR
S 41° 39'40"E SURVEYOR:
and includes performing all operations necessary to construct and install complete, i satisfactory condition, the various materials and equipment at the locations shown. g 458.03' SHOWER KENNETH M WOYCHUK LAND SURVEYING
- - _ _ _ _ _ _ PO BOX 153
5. Full size or large scale details or drawings shall govern small scale drawings which they are intended to amplify. `rN AOUEBOGUE, NEW YORK 11931
Fb) 631.298.1588
6. The standard specifications of the manufacturer for products called for in the drawings and notes are hereby made a part of these notes with the same force and effect as EXIST. EXIST. o
though herein written out in full. PERGOLA PATIO N
I STRUCTURAL ENGINEER:
though
All materials required for the performance of this work shall be new and of the best quality of the kinds specified. The use of old or second hand materials is strictly forbidden, I CO M3 II o S.L.MARESCA&ASSOCIATES
except for locations on the drawings that refer to removal and relocation of materials or equipment. Materials shall be used in accordance with the manufacturer's specifications. STEVE CONSULTING
EA
The contractor shall submit all product warranties. The contractor will warranty all work as per state regulations. -oo `�'• O ui CONSULTING ENGINEERS
EX T. a N a. � 1 sa-o7 W. MONTAUK HIGHWAY
EXIST. FRAME FEXIST. DE K a ~ HAMPTON BAYS,NY 11946
8. The premises and job site shall be maintained in a reasonably neat and orderly condition and kept free from accumulations of waste materials and rubbish during the entire BARN 5' 16.3' X 631.728.9480
construction period. The Contractor shall remove all crates, cartons and other trash from the work areas each day, and shall be responsible for its proper disposal. The premises I POOL 19 6 ti w Blower door
shall be protected throughout construction and shall be turned over in spotless and orderly condition. All fixtures and equipment will be left in undamaged, bright,clean and { o rn 39.7 A PROVE AS NOTED and ductwork
170.1' DATE: g.?.# testing required.e
polished condition.
9. All work shall be subject to final inspection by the Architect. DRNEwAY
EXIST. . cta_
FEE: 5 - �Y/:_
10. All plumbing, electrical and mechanical work shall be performed by persons licensed in their trades. All work to comply with teh applicable sections of the Building Code EXIST. 81.2' NOTIFY E•;•. .itNT AT I FRAME �,,
currently in effect. Q
GARAGE I 765-180 8 A��i �.�% _,: �.i FOR THE OCCUPANCY C
Q FOLLO ING INSP CTIONS: USE IS UNLA'Nf-► !'
11. The Contractor shall take all necessary precautions to insure the safety of the building, its occupants, and the general public during construction. NEW COVERED PORCH 0 1. FOU DATION - TVVO REQUIRED
U3 I EXIST. ADDITION z 2. ROUGH UR FOR PO - PLUMBING WITHOUT CERTIF'... E
0
PATIO 3. INSU A'. OF OCCUPANCY
FIRE SAFETY NOTES M { I Z (D 4. FINA MUST
1. All building materials stored at the construction area, and/or in any area of the building are to be secured in a locked area. Access to such areas to be controlled by the Owner v LLI
°' � 6E 04: SHALL MEET THE
and/or the General Contractor. ° E
1 N � p ALL c Ns h }°�,�±,,,1 STOMA V'JATER RUNOF
Z
o r,EQUI EM� H�CODES OF NF`J
I MURK
2. All materials are to be stored in an orderly manner.
TATE. �4 + RESPONSIBLE F{_. rURS'JANT TO CHAPTER 2.,
I I co DESIGN OR CONSTRUCTION EP,r Oi~:: OF THE TOWN CODE.
3. All flammable materials to be kept tightly sealed in their respective containers. Such materials are to be kept away from all heat sources.
EXIST.DRIVEWAY C MPLY INITH ALL CODES OF
4. All flammable materials to be used and stored in an adequately ventilated space. NEW YORK STATE & TOU/N CODES
ASREQUIRED ANDCCNDITIONSOF
5. All electrical power to be shut off where there is exposed conduit.
N 410 39'40"W 458.03' ,
VVFI 99 Telly
6. All electrical power in the construction area to be shut off after working hours.
_ I �M L4 , RD ELE'r'TPICAL
7. The contractor will at all times make sure that there is no leakage of natural gas in the building, or any flammable gas used in construction.
I _ gOCI5=IIMVI�CCS iy�SPE�:`It I@.iicv i d$:,�e.,11C�us«
. .J. C
GENERAL CONSTRUCTION NOTES
1. Contractor to field verify all dimensions and elevations for clearances and notify Architect of any discrepancies between Drawings and actual conditions.
2. All dimensions shown are to finished face of walls, floors and ceilings, unless otherwise noted. PLUMBER CERTIFICATION
PLOT PLAN ON LEAD CONTENT BEFORE
3. Provide sufficient wood blocking in walls for all wall mounted fixtures, fittings or other devices shown on drawings. SCALE: 1/32"= 1'-0" CERTIFICATE OF OCCUPANCY
SOLDER USED IN WATER
All exterior lig ing SUPPLY SYSTEM CANNOT
installed,re lac d or EXCEED 2/10 OF 1%LEAD.
PROJECT SUMMARY: LOT COVERAGE: DRAWING LIST rep
lac
repaired shall co form
ABBREVIATIONS 4835 OREGON ROAD, CUTCHOGUE, NY 11952 LOT SIZE =80,000.24 SF (1.84 ACRES) A-001 PLOT PLAN, DRAWING LIST, LEGEND, NOTES, ENERGY CALCULATIONS to Chapter T2
A/C AIR CONDITIONING LAV LAVATORY CONCRETE PARCEL# 1000-95.-1-1.2 EXISTING STRUCTURES: 3 ( � �I�"`D-101 DEMOLITION PLANS: FIRST&SECOND FLOOR of the Torin do D ��L�B�� -1
AD AREA DRAIN LF LINEAR FEET/FOOT ZONING: A-C, AGRICULTURAL-CONSERVATION DISTRICT HOUSE = 1,527 SF A-100 PROPOSED PLAN: BASEMENT ALL PLO°:;
GARAGE =689 SF c
ADDL ADDITIONAL MANUF MANUFACTURER WOOD FRAME WALLS&PARTITONS A-101 PROPOSED PLAN:FIRST FLOOR & NIG Li'�`_" '•'"D
ADJ ADJACENT/ADJUSTABLE
MAX MAXIMUM DWELLING STRUCTURE: TWO STORY WOOD R E BARN =4,905 SF TESTIC G I3cf G};�
AFF ABOVE FINISH FLOOR
MECH MECHANICAL SCOPE OF WORK: RENOVATION/ADDITION OF DWELLING PROPOSED HOUSE ADDITON: 120 SF A-102 PROPOSED PLAN: SECOND FLOOR
�
MEMMEMBRANE BATT INSULATION A-103 ROOF PLAN
ALT ALTERNATE EXISTING USE &OCCUPANCY: SINGLE FAMILY, 3 BEDROOM
MDF MEDIUM DENSITY FIBERBOARD TOTAL PROPOSED BUILDINGS=7,241 SF
ALUM ALUMINUM A-201 EXTERIOR ELEVATIONS
JROPOSED USE&OCCUPANCY: SINGLE FAMILY,
APPROX APPROXIMATE MIN MINIMUM SPRAY INSULATION 3 BEDROOM o
MAXIMUM PERMITTED LOT COVERAGE=20% A-202 EXTERIOR ELEVATIONS
ARCH ARCHITECT/ARCHITECTURAL MISC MISCELLANEOUS
ATTEN ATTENUATION MO MASONRY OPENING RIGID INSULATION LOT COVERAGE =7,241 SF/80,000.24 SF=9% (COMPLIES) A-301 BUILDING SECTIONS,WALL SECTION&SANITARY RISER DIAGRAM
BLDG BUILDING NIC NOT IN CONTRACTr�
BLKG BLOCKING NOM NOMINAL (E) EXISTING FIVE-,
S-101 FOUNDATION PLAN
BUR BUILT UP ROOFING NTS NOT TO SCALE (N) NEW S-102 FRAMING PLAN FIRST FLOOR D NOV
CEM CEMENT/CEMENTITIOUS N/A NOT APPLICABLE S-103 NOTES/HOLD DOWNS
- 6 2017
CLG CEILING OC ON CENTER 01 REVISION NUMBER
CL CLOSET OD OUTSIDE DIAMETER
CMU CONCRETE MASONRY UNIT PLAM PLASTIC LAMINATE 1 ELEVATION TO-v r+ OF SOUTHO}L]D
CONC CONCRETE PLMBG PLUMBING sol
CONT CONTINUOUS PNTD PAINTED
CONST CONSTRUCTION RCP REFLECTED CEILING PLAN NYS ENERGY CONSERVATION CODE 2015 ISSUE
R TOWN PERMIT 11/03/17
DEMO DEMOLISH/DEMOLITION RD ROOF DRAIN 4 A501 2 ELEVATION CLIMATE ZONE 4
,
DEPT DEPARTMENT REC RECESSED a SEAL:
DIA DIAMETER REF REFERENCE/REFRIGERATORE.DARC,
DIM DIMENSION REINF REINFORCEMENT 1 SECTION ADDITION TO DWELLING, BUILDING THERMAL ENVELOPE 5 GNESO �'/��
DTL DETAIL REQD REQUIRED 401 REQUIRED PROPOSED
DWG DRAWING
REV REVISE/REVISION 2 m
DW DISHWASHER RO ROUGH OPENING CEILING R-VALUE R-38 R-38 COMPLIESEA
►.�'
ELEC ELECTRICAL CH SCHED SCHEDULE soi DETAIL WOOD FRAME WALL R-VALUE R-20 R-21 COMPLIES
SECT SECTION
ELEV ELEVATION ELEVATION DATUM FENESTRATION U-FACTOR 0.35 0.28 COMPLIES N�
SF SQUARE FEET y�, 029
EMER EMERGENCY SIM SIMILAR GLAZED FENESTRATION SHGC 0.40 0.40 COMPLIES F �n
ENCL ENCLOSURE SPEC SPECIFICATION 101 WINDOW TYPE -/
CRAWL SPACE WALL R-VALUE R-10 R-10 COMPLIES
EQ EQUAL SQ SQUARE
EQUIP EQUIPMENT SS SLOP SINK SLAB R-VALUE R-10 R-10 COMPLIES
FBO FURNISHED BY OTHERS ST STL STAINLESS STEEL 101 DOOR TYPE
PROJECT NO,1705
FD FLOOR DRAIN STL STEEL RENOVATION AT EXISTING STRUCTURE: NEW WINDOWS SHALL BE DOUBLE PANE, INSULATED, LOW E
FF FINISH FLOOR STRUCT STRUCTURAL O- PARTITION TYPE
4835 OREGON ROAD
FIFE FINISH FLOOR ELEVATION SURF SURFACE
FIN FINISH SUSP SUSPENDED O SMOKE DETECTOR CODE COMPLIANCE
CUTCHOGUE, NY
FLR FLOOR SYM SYMMETRICAL
FLUOR FLUORESCENT PROFESSIONAL STATEMENT: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT,
FPSC FIRE PROTECTED SELF CLOSING THS THICK S/C SMOKE/CARBON MONOXIDE DETECTOR THESE PLANS AND SPEFICICATIONS ARE IN COMPLIANCE WITH THE UNIFORM BUILDING CODE AND THE STATE DRAWING TITLE:
FT FOOT/FEET TV TELEVISION TOS TOP SLAB ENERGY CONSERVATION CONSTRUCTION CODE(THE ENERGY CODE).
FTG FOOTING TYP TYPICAL Plot Plan, DrawingList,
GA GAUGE T&G TONGUE AND GROOVE
Legend, Notes,
GAL GALLON LION UNLESS OTHERWISE NOTED g
GALV GALVANIZED VAP BAR VAPOR BARRIER
GWB GYPSUM WALL BOARD VERT VERTICAL Energy Calculations
HC HOLLOW CORE
VEST VESTIBULE DATE: 11/03/17
HDR HEADER DWG NO.:
HM HOLLOW METAL VCT VINYL COMPOSITION TILE
HORIZ HORIZONTAL VIF VERIFY IN FIELD
SCALE: AS NOTED A-001
HGT HEIGHT WD WASHER/DRYER DRAWN BY: NCL
INFO INFORMATION WGT WEIGHT
INSUL INSULATION W/ WITH
ID INSIDE DIAMETER W/O WITHOUT
4835 OREGON RD, CUTCHOGUE, NY
REMOVE WOOD RAILINGS AND ARCHITECTURAL DESIGN BY:
BUILT-IN BENCHES r------------------------------------------�
I I
BARBARA SCHNITZLER
I r-------------------------------------, I 220 OLD HARBOR RD
I i NEW SUFFOLK, NEW YORK 11956
ARCHITECT OF RECORD:
I I I I
I I I I
F = L—-j I I r—I—— LEE&CHESONIS DESIGN
I I I I 1 I NIDA CHESONIS LEE
I (E)DECK TO REMAIN I I
1 I 14 VERONA STREET SUITE 3D
I I I I I BROOKLYN, NEW YORK 11231
I 718.330.0471
REMOVE COLUMN =1= I I L—I—_
I SURVEYOR:
KENNETH M WOYCHUK LAND SURVEYING
I I � PO BOX 153
REMOVE PORTION OF DECK I p p p I AQUEBOGUE, NEW YORK 11931
631.298.1588
REMOVE PORTIONS OF WALLS, i � I KITCHEN:
STRUCTURAL ENGINEER:
MAINTAIN STRUCTURE AT CORNER I I REMOVE FIXTURES, FITTINGS,
APPLIANCES&CABINETS STEVE RESCA AASSOCIATES
I _
I L CONSULTING ENGINEERS
—————————— REMOVE PARTITIONS& _
r---- -------------- 188-07 W. MONTAUKHIGHN/AY
I I DOORS, TYP. r HAMPTON BAYS,NY 11946
631.728.9480
I I RETAIN WASHER/DRYER
I I AND SLOP SINK,TO BE
I REINSTALLED
SUNROOM:— I I I
REMOVE WALLS AND ROOF, I I I REMOVE OUTDOOR
FOUNDATION TO REMAIN. I I I SHOWER PLUMBING&
(FOUNDATION TO BE ENLARGED) --- - - ENCLOSURE ��__ L-__________—
_ — — — —
II (
II i i i i W/D I I I—
r-------------------J I1 I F
11
REMOVE HIP RAFTERS
II',i:AI;11 11 r -----
�Il.i .ilil I ti \� ZZZ II F_
III I ��___� I 11 REMOVE ROOF
__III I ____� i // < ii FRAMING AT i i I REMOVE SKYLIGHT
I --I — ulI r------------I fel
I I 011 I I 1 \\ i t SUNROOM I
I I iii SUNROOM i KITCHEN
all 1 I 'V I i [L
I I
fill I I L _/ Lam_J BATHROOM:
— ———III 1 �------------J
III I - REMOVE FIXTURES,
fill BATHROOM FITTINGS&FINISHES.
N�; /_------- =��\ ' I ' II II
�' i o
-- I
- 1
L — I O O
L — — — —
L - - - - -
REMOVE WINDOWS I
I 1 I I
IIIIIIII IIIIIIII I(IIII
CLOSET
� orI
io
REMOVE SKYLIGHT
REMOVE FIREPLACE INSERT
r-------- j REMOVE MASONRY HEARTH T — — — J
I ILJ REMOVE PARTITION
S
LIVING ROOM REMOVE WINDOW AND DOORS,TYP.u
REMOVE DOORS - -
I I l u I
REMOVE FIXTURES,
L_L_ L—_ 1_J — FITTINGS& FINISHE
S MBATHROO
BEDROOM
`{ I
REMOVE COVERED PORCH i i i / II REMOVE COVERED PORCH i L�L__i
°
I I I
REMOVE WINDOW
LINE OF WALL BELOW,TYP. U 1
UP I i/ � ( JT IC) i DN
_71
�j _J
(I L - - - - - - - -
A I)
II \\ fl ti
' " I
� II
� II
ISSUE FOR TOWN PERMIT 11/03/17
I 1
I 1
SEAL:
REMOVE WINDOW
' I �RED ARC
i f BEDROOM BEDROOM
0291 A�,y0
e
� II
I I
------ ------ PROJECT NO.1705
II 4835 OREGON ROAD
II CUTCHOGUE, NY
REMOVE WINDOW
DRAWING TITLE:
II REMOVE RAILING
Demolition Plans:
L---------- --J REMOVE DOOR
First & Second Floor
REMOVE WOOD STEP
DATE: 11/03/17 DWG NO.:
SCALE: AS NOTED D_101
�
1 DEMOLITION PLAN: FIRST FLOOR DEMOLITION PLAN: SECOND FLOOR DRAWN BY: NCL
SCALE: 1/4"= 1'-0" SCALE: 1/4"= T-0"
4835 OREGON RD, CUTCHOGUE, NY
1
A202
Nve
ARCHITECTURAL DESIGN BY:
BARBARA SCHNITZLER
220 OLD HARBOR RD
NEW SUFFOLK, NEW YORK 11956
ARCHITECT OF RECORD:
LEE&CHESONIS DESIGN
NIDA CHESONIS LEE
14 VERONA STREET SUITE 3D
BROOKLYN, NEW YORK 11231
718.330.0471
SURVEYOR:
KENNETH M WOYCHUK LAND SURVEYING
PO BOX 153
AQUEBOGUE, NEW YORK 11931
631,298.1588
STRUCTURAL ENGINEER:
S.L.MARESCA&ASSOCIATES
STEVE MARESCA
CONSULTING ENGINEERS
188-07 W. MONTAUK HIGHWAY
2 I HAMPTON BAYS,NY 11946
A301
631.728.9480
I
I
8"REINFORCED CONC.
FOUNDATION WALL
REINFORCED CONC. FOOTING
(N) FOUNDATION1
i(E) FOUNDATION
I
------------------------------------------------------------------
I
--- ------------- '------------------------------
I
I
' I I
I O I
I I I
I I I
� � I I
1* i I
2-821 4"THICK REINFICONC. SLAB OVER CONT.-r/–
. .... VAPOR BARRIEq OVER GRAVEL OVER
COMPACTED SOIL.
I I I I I
LL I I I
j I I I
1 _ o i I REMOVE 2" CF EED
A301 aoN I I AND SOIL A O E
LO FOOTINGS {
I I O I
I I I
L------ ' '
L- - - - - -
I
cy i i REMOVE UPPER PORTION
OF OLD UNUSED
FOUNDATION WALLS
I I I
I I
1
L-------------------- --- r---------- O O O
I I I
I I I I
I I I
I I I
I I I
I I I
I II
O01 E)TAN
BASEMENT
l I i (UNFINISHED)
I I I
I
LINE OF PORCH ABOVE—,,"""j
I I
HVAC NOTES:
I I i
I I
REMOVE(E) HOT WATER HEATER, REPLACE
2 I I WITH(N) ON DEMAND HOT WATER HEATER. I 2
A2011 i i A20
REPLACE(E) BOILER W/(N) BOILER
I I I
I
I I
O O
I I I I I
I I I I
I I I I I
UP I I
I II I
I '
O O
( I
I
I I I I I 1
I I I I I I I I
I I I I I
I I I I I I I
�
LL
I I I I
I I
I --- I
I I
14-----------------
I I
I I I
O L---------- ISSUE FOR TOWN PERMIT 11/03/17
I I
I I
I SEAL:
I
I I
DAR
GNESO/UjS,
i I 40 p� <tn� J►
1 I
I
I
O
I
I I I
I I F i
1 I
O
I j PROJECT NO.1705
I I
I I
---------, 4835 OREGON ROAD
CUTCHOGUE, NY
I i
I
I
L----------------------------------------------------------------- --� DRAWING TITLE:I
Proposed Plan:
Basement
I
1 BASEMENT PLAN
DATE: 11/03/17 DWG NO.:
SCALE: 1/4"= T-0" 2 SCALE: AS NOTED OO
DRAWN BY: NCL A-1
1
A201
4835 OREGON RD, CUTCHOGUE, NY
1
(N)STONE SLAB STEP A202
ARCHITECTURAL DESIGN BY:
BARBARA SCHNITZLER
220 OLD HARBOR RD
NEW SUFFOLK, NEW YORK 11956
ARCHITECT OF RECORD:
LEE&CHESONIS DESIGN
NIDA(E) DECK TO REMAIN. DN
NIS LEE
14 VERONA STREET SUITE 3D
BROOKLYN, NEW YORK 11231
(N)BUILT-IN BENCHES. 718.330.0471
REPLACE RAILINGS WITH
SURVEYOR:
KENNETH M WOYCHUK LAND SURVEYING
PO BOX 153
AQUEBOGUE, NEW YORK 11931
(E)DECK 631.298.1588
STRUCTURAL ENGINEER:
------------------ --------------------
S.L,MARESCA&ASSOCIATES
0 0I
STEVE MARESCA
I CONSULTING ENGINEERS
188-07 W. MONTAUK HIGHWAY
2 I HAMPTON BAYS,NY 11946
A301 I I
631.728.9480
I I
I I
I I
(N)WINDOWS PER (N)WINDOWS PER DN
SPECS.,TYP. SPECS., TYP.
21'-0" 13'-8" 2'-1"
084 04 I 04 1 REINSTALL(E) LAUNDRY
MACHINES AND SLOP SINK AT
....:........... - - - - - - - - - - - - (E) HOOK-UPS
r----�
O
N I - —Jl—JI 1 103
W/D
LINE OF EXISTING — `J i ----J LAUNDR
FOUNDATION FOOTPRINT
(TYP.)
°.—I,° - 4'-0" (N)WOOD STEPS
M
(N)WOOD BURNING I °�° (o
MASONRY FIREPLACE
WITH GAS STARTER 08
i
i
1101 o
`_T SUNROOM --
A301
to I � ���\ DN � (E) PATIO
E) PATIO
18,_6 x14-7,
-------
06 102 '
NT KITCHEN i 07
I �
I
�- - -� M o 104 03
POWDER ROOM
:.......:.:....:.:..:......:.......:::..:..:....
.. ....::
•:•...... •• i::
f — — (N) PLUMBING FIXTURES AT
I (E) RISERS. (N) FINISHES.
I I I
CONVERT (E) MASONRY TWO-SIDED
I I FIREPLACE TO SINGLE SIDED W/
I I GAS INSERT UNIT AT KITCHEN SIDE
I I I
I
0) I I
(N)COVERED PORCH i I 10
I I I
I I
i i I
o 02 105
2 I LIVING ROOM I
C.L. POST I a I I 2
A201 i I 108 A202
I MEDIA ROOM
I I I
I I
Zo � i DN
3'_0" I
�i
i
i
C.L. POST 12 TP111------ UP
-- -------------
I I I I I I I 1
i
------------------
I 1 I I 1 I
6'-6" I I I I I I I I
x-
1'-0"1'-0" 09
I i _
I M 10 ISSUE FOR TOWN PERMIT 11/03/17
I
0 I 11 SEAL:
C
8'-11"(VIF) -- 3'-8"i 13'-11" <C, SON`s�►�T�
I
' O
I DN I � b � 2 �`•3 � *.
107 ° I ; 106 11
MASTER i MASTER N10N 0 0 O�
BATHROOM L::::.::.: :.::.::;;;;.:..; ..,..;.;;:ss BEDROOM 'L
I '
0
(N) PLUMBING FIXTURES AT
(N) RISERS. (N) FINISHES. 0
PROJECT NO.1705
4835 OREGON ROAD
_ CUTCHOGUE, NY
I
I 02
I
' DRAWING TITLE:
I �
' I
Proposed Plan:
(E) PORCH
(N)WOOD FRAME WALLS&PARTITONS I First Floor
I �� I
I �
I
I I (N)STONE SLAB STEPS
L'--------------------------- ------- ------ ---------- J
1 FIRST FLOOR PLAN (N) RAILING TO MATCH (E) DATE: 11/03/17 DWG NO.:
(N)GATE AT PORCH
SCALE: 1/4"=T-0" SCALE: AS NOTED
ti DRAWN BY: NCL A-1 01
1
A201 `�
ti
4835 OREGON RD, CUTCHOGUE, NY
1
A202
ARCHITECTURAL DESIGN BY:
BARBARA SCHNITZLER
220 OLD HARBOR RD
NEW SUFFOLK, NEW YORK 11956
ARCHITECT OF RECORD:
LEE&CHESONIS DESIGN
NIDA CHESONIS LEE
14 VERONA STREET SUITE 3D
BROOKLYN, NEW YORK 11231
718.330.0471
SURVEYOR:
KENNETH M WOYCHUK LAND SURVEYING
PO BOX 153
AQUEBOGUE, NEW YORK 11931
631.298.1588
STRUCTURAL ENGINEER:
S.L. MARESCA&ASSOCIATES
STEVE MARESCA
CONSULTING ENGINEERS
188-07 W.MONTAUK HIGHWAY
2 HAMPTON BAYS,NY 11946
A301 631.728.9480
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
I
1 �
A301 O
i
I
00
— — — — — — — — — — — — --
(N)FIXTURES&FITTINGS
AT(N)RISERS
2
A201 :.. ----o o / A202
10'-10"(VI F)
(N) FIXTURES& FITTINGS AT
203 204 (E)RISERS. (N) FINISHES.
BATHROOM �D BATHROOM
CHASE FOR (N) FIRST -------------- ALIGN
FLOOR BATHROOM 14
1 I I I I I I I I
I I I I I I I I
U I I I I I I I
(To ATI
z 13 205
HALLWAY ISSUE FOR TOWN PERMIT 11/03/17
i
SEAL:
i
ED ARc'y�
G�ESTin
o� <
LJ
N
201 202 I ' °
029 ��.,r10
BEDROOM BEDROOM e
PROJECT NO.1705
4835 OREGON ROAD
CUTCHOGUE, NY
Ll
DRAWING TITLE:
Proposed Plan:
Second Floor
(N)WOOD FRAME WALLS&PARTITONS
DATE: 11/03/17 DWG NO.:
SCALE: AS NOTED A-1 0 2
DRAWN BY: NCL
SECOND FLOOR PLAN 1
SCALE: 1/4"= T-0" A201
4835 OREGON RD, CUTCHOGUE, NY
1
A202
ARCHITECTURAL DESIGN BY:
BARBARA SCHNITZLER
220 OLD HARBOR RD
NEW SUFFOLK, NEW YORK 11956
ARCHITECT OF RECORD:
LEE&CHESONIS DESIGN
NIDA CHESONIS LEE
14 VERONA STREET SUITE 3D
BROOKLYN, NEW YORK 11231
ROOFING NOTES: 718.330.0471
1)AT(E)ROOFS, REPLACE(E)ASPHALT SHINGLE ROOFING
WITH (N)"ARCHITECTURAL"ASPHALT SHINGLES. TYP.AT KENNETH M WOYCHUK LAND SURVEYING
ROOFS AND PORCHES. Po BOX 153
AQUEBOGUE, NEW YORK 11931
2)"ARCHITECTURAL"ASPHALT SHINGLES AT(N)ROOFS 631.298.1588
STRUCTURAL ENGINEER:
S.L.MARESCA&ASSOCIATES
STEVE MARESCA
CONSULTING ENGINEERS
188-07 W. MONTAUK HIGHWAY
2 HAMPTON BAYS,NY 11946
A301 631.728.9480
(N)ROOF FRAMING AT ENLARGED > EDGE OF ROOF REFRAMED TO
SUNROOM REPLACE HIP WITH GABLE
— — — — — — — — — — — — — — — — — — — — — — — — — — —
i I
LINE OF WALL BELOW,TYP.
N F A I
T O H C E-- - >
I
A301
I
i
' I
o
I
I I I
I
II I
I I
(N)SHED ROOF FRAMING OVER
(N)SKYLIGHT AT FIRST
ENLARGED PORCH. EXTEND ROOF FLOOR LIVING ROOM
TOWARD KITCHEN ROOF RIDGE
FOR WATER DRAINAGE AROUND
DORMER.
I
I L J I
L- - - - - - - - - - - - - - - - - -- - - - - - - -- - -
2 2
A201 A202
I
I
o
I I I
I I
I- - - - - - -
I i
I I
ISSUE FOR TOWN PERMIT 11/03/17
SEAL:
ED A
Rcti
E ( N9, 0290� ,�0�
I I �
< _ —�
PROJECT NO.1705
4835 OREGON ROAD
CUTCHOGUE, NY
N
DRAWING TITLE:
Roof Plan
DATE: 11/03/17 DWG NO.:
SCALE: AS NOTED A-1 0 3
ROOF PLAN DRAWN BY: NCL
SCALE: 1/4"= V-0" 1
A201
4835 OREGON RD, CUTCHOGUE, NY
ARCHITECTURAL DESIGN BY:
BARBARA SCHNITZLER
220 OLD HARBOR RD
NEW SUFFOLK, NEW YORK 11956
ARCHITECT OF RECORD:
LEE&CHESONIS DESIGN
NIDA CHESONIS LEE
14 VERONA STREET SUITE 3D
BROOKLYN, NEW YORK 11231
718.330.0471
SURVEYOR:
aKENNETH M WOYCHUK LAND SURVEYING
(N)ASPHALT SHINGLES AT ALL PO BOX 153
AQUEBOGUE, NEW YORK 11931
ROOFS AND PORCHES, TYP. 631.298.1588
STRUCTURAL ENGINEER:
S.L.MARESCA&ASSOCIATES
STEVE MARESCA
CONSULTING ENGINEERS
188-07 W. MONTAUK HIGHWAY
b __- HAMPTON BAYS,NY 11946
631.728.9480
------------ - ----- - I El 11
-
ENLARGED ---- -- - -
SUNROOM --
ROOF FASCIA TO ALIGN
------- ----- --- - - I - -� —f- - - I------- - - -- - -- REMOVE DECORATIVE
- I - I ---- - ---1 -------_1--- i __ CORBELS AT PORCH
COLUMNS,TYP.
(N)DOOR
11j 92 --- - I I I I --- t
i -
(N) MASONRY-----,,.., - I I
FIREPLACE W/ --- I I - -----
METAL FLUE i --- ----- -- I 1 - --------- -
(N)STONE SLAB STEPS
- � ,
-- -
(N) PORCH WITH N SHINGLES, PNTD.AT WALL
SHED ROOF INFILL AT REMOVED DOOR
(N) SHINGLES, PNTD.AT WALL
(N) RAILING TO MATCH(E), PNTD.
INFILL AT REMOVED DOOR
GENERAL PAINTING NOTE:
ELEVATION: SOUTH PAINT NEW& EXISTING SHINGLES&TRIM,TYP.
SCALE: 114"=T-0"
EXTEND(N) PORCH SHED ROOF
(N)ASPHALT SHINGLES AT ALL
UPWARDS TOWARD KITCHEN ROOFS AND PORCHES,TYP.
ROOF RIDGE FOR WATER
DRAINAGE AROUND DORMER.
ISSUE FOR TOWN PERMIT 11/03/17
SEAL:
-- - --- - ---- --- ,��FtED A&C
Ll
-- - -- ------`- -- ��5 GNESO___J I1====j L-j— /��S
2P atm
ROOF FASCIA TO ALIGIN
ENLARGED _
SUNROOM
- � � ---------- _-- REMOVE DECORATIVE
- -� - -- -- - -- ------- -- ----- - -------- PROJECT NO.1705
CORBELS AT PORCH
- - - - -- -- - ` - --- --- - -- - COLUMNS,TYP.
REPLACE(E)DECK - - - -- - - -
RAILING WITH(N) - —
4835 OREGON ROAD
BUILT-IN BENCHES CUTCHOGUE, NY
EIE111-
(N)
STONE SLAB _---
---- ------ ----------------
----------
STEP ----------------- --------------- DRAWING TITLE
Exterior Elevations
(N) MASONRY FIREPLACE (N) PORCH WITH(N)SHED ROOF.—] GENERAL PAINTING NOTE:
W1 METAL FLUE EXTEND ROOF UPWARDS
PAINT NEW& EXISTING SHINGLES&TRIM,TYP.
TOWARD KITCHEN ROOF RIDGE
FOR WATER DRAINAGE AROUND
DORMER. DATE: 11/03/17 DWG NO.:
2 ELEVATION: WEST
SCALE: 114"= T-0 SCALE: AS NOTED A-201
DRAWN BY: NCL
t
4835 OREGON RD, CUTCHOGUE, NY
ARCHITECTURAL DESIGN BY:
BARBARA SCHNITZLER
220 OLD HARBOR RD
NEW SUFFOLK, NEW YORK 11956
ARCHITECT OF RECORD:
LEE&CHESONIS DESIGN
NIDA CHESONIS LEE
14 VERONA STREET SUITE 3D
BROOKLYN, NEW YORK 11231
718.330.0471
SURVEYOR:
KENNETH M WOYCHUK LAND SURVEYING
(N)ASPHALT SHINGLES AT ALL PO BOX 153
ROOFS AND PORCHES,TYP.
AQUEBOGUE, NEW YORK 11931
631.298.1588
_ -_ 2
STRUCTURAL ENGINEER:
A301
S.L.MARESCA&ASSOCIATES
STEVE MARESCA
r CONSULTING ENGINEERS
REPLACE HIP AT EDGE OF J � ,L 188-07 W. MONTAUK HIGHWAY
ROOF W/GABLE - �--- HAMPTON BAYS,NY 11946
631.728.9480
ENLARGED
SUNROOM -
ALIGN (E) ROOF FASCIA
{ TO (N) ROOF FASCIA
--------------
E11ILLIF
F�DOEIE
REPLACE(E)DECK
RAILING W/(N)
BUILT-IN BENCHES ------------ �� -- -- — i� -- — --- -- -- — N MASONRY FIREPLACE
- --- --- ----- ------------------- ----a—1 ( )
------------------------------------ —
W/METAL FLUE
L------------------------_ ----�
- - -------------------
I I
I I GENERAL PAINTING NOTE:
(N)FRAMING } (N) FOUNDATION PAINT NEW& EXISTING SHINGLES&TRIM,TYP.
ELEVATION: NORTH
SCALE: 1/4"= T-0"
(N) SKYLIGHT AT LIVING
ROOM
(N)ASPHALT SHINGLES AT ALL
ROOFS AND PORCHES, TYP.
r
ISSUE FOR TOWN PERMIT 11/03/17
--- - - 177F7
------ m SEAL:
��RED AR '
�NEsON�s
C�
�----------------- — (N)SHED ROOF
---- ---------- ----- -- -- ----- -- -- — OVERHANG AT(N)DOOR * a
NST 0
�-
(N) SHINGLES, PNTD. AT EO - - � � '/ - - PROJECT N0.1705
WALL fNFILL AT REMOVED _
WINDOW _ � }— - — --- ---------- ---------- REPLACE E DECK
(N) GATE AT END OF i__----__-- �_-- --------- -------- ___ — - 10 -- --------- 4835 RECON ROAD
RAILINGS W/(N)BUILT-IN
PORCH ---- --------
- - _---- BENCHES CUTCHOGUE, NY
-AL� '
\ --- DRAWING TITLE:
(N)STONE SLAB STEPS
Exterior Elevations
(N) STEPS GENERAL PAINTING NOTE:
PAINT NEW& EXISTING SHINGLES&TRIM,TYP.
2 ELEVATION: EAST DATE: 11/03/17
SCALE: 1/4"= T-0" DWG NO.:
SCALE: AS NOTED A-202
DRAWN BY: NCL
4835 OREGON RD, CUTCHOGUE, NY
A
I
A 2
SY
(N)FRAMING ARCHITECTURAL DESIGN BY:
BARBARA SCHNITZLER
TOP OF STRUCTURE(EXIST.) 220 OLD HARBOR RD
POST TO RIDGE TOP OF STRUCTURE(NEW) NEWSUFFOLK, NEW YORK 11956
ARCHITECT OF RECORD:
11 Ij T T7
J-)
JJ_ `Z)V,71F' J� L_ V, �6 J�"
-b U 7"P7
A301 — 7:12 8:1
(VIF) CEILING HEIGHT TO BE NIDA CHESONIS LEE
DETERMINED IN FIELD 14 VERONA STREET SUITE 3D
BROOKLYN, NEW YORK 11231
(N)SHED ROOF
718,330.0471
OVER (N)DOOR
r SURVEYOR:
ALIGN W/ADJ. ROOF SOFFITj, ALIGN W/ADJ. ROOF SOFFIT KENNETH M WOYCHUK LAND SURVEYING
PO BOX 153
LI 3'-0"
AQUEBOGUE, NEW YORK 11931
> 631.298.1588
L -1
IL ❑❑❑ STRUCTURAL ENGINEER:
S.L.MARESCA&ASSOCIATES
(0
STEVE MARESCA
CO
=00
(N)WOOD BURNING CONSULTING ENGINEERS
(N)WOOD BURNING
FIREPLACE W/GAS STARTER 188-07 W.MONTAUK HIGHWAY
FIREPLACE W/GAS STARTER HAMPTON BAYS,NY 11946
631.728.9480
SUNROOM v SUNROOM
---xz,7
SUNROOM FLOOR FLUSH
WITH KITCHEN FLOOR
(E)FOUNDATION
CRAWL SPACE
(N) FOUNDATION
2 BUILDING SECTION BUILDING SECTION
SCALE: 1/4"= l'-O" SCALE: 1/4"= T-O"
SIMPSON MSTA 152 RIDGE
STRAP AT 32"O.C.
UNVENTED RIDGE
(2) 9-1/2"LVL RIDGE
ASPHALT SHINGLE ROOFING
DRAINAGE MAT OVER MEMBRANE
ASPHALT SHINGLE ROOFING (N)AIR/WATER/VAPOR
BARRIER OVER SHEATHING
DRAINAGE MAT OVER MEMBRANE
2x10 RAFTERS @ 16"O.C.
AIR/WATER/VAPOR BARRIER INSULATION, SPRAY FOAM CLOSED
OVER SHEATHING CELL, R-38 MIN.
2x10 RAFTERS @ 16"O.C.
INSULATION, R-38 MIN., SPRAY FOAM
CLOSED CELL
SIMPSON H8 HURRICANE CLIP GWB,TAPED
EACH RAFTER
FINISH CEILING
T&G BOARDS
EXISTINGNEW VENT
ROOFVENT JL
---- ------ ------r------ ------
r _ R%
1-1/2"1 1-1/2" 1-1/2" 1-1/211 2"1 4"
1-1/2"1 1-1/2"1 1-1/2"1 2"t 4'
LAV i LAV i 1 „,--EXISTING i LAV 1 LAV i 1 NEW
RISERS 1 i 1 i RISERS
TUB i i i wc i i wc i EXISTING EXISTING
2ND FLOOR IL___j BATHROOM VENT VENT ROOF It J1
SH SH
BATHROOM L
'2” 1 1-1/2" 1.1
(N)GWB, PNTD.
4" 4" EXISTING EXISTING 2x6 @ 16"O.C.W/5/8"
RISERS RISERS PLYWOOD SHEATHING (N)WOOD BASEBOARD, PNTD.
INSULATION: R-21 MINUMUM (N)FINISH FLOOR
r------ 1-1/2"1 1-1/2"1 1-1/2" 2"1 4"
1-1/2"1 1-1/2"1 1-1/2 1-1/2"! 2" 4" SHINGLES TO MATCH(E), PNTD. (N)3/4"APA RATED PLYWOOD SUBFLOOR
A
SILL GASKET MEMBRABE AND TERMITE SHIELD
LAV 1 LAV 1 i SK 1 1 .1 AV.. SIMPSON MSTA 18Z STRAP
Ii i i 1 i@ 32"O.C. = INSULATION AT RIM JOIST
TUBwc we i
SH DW POWDER (N)WOOD JOISTS
IST FLOOR 1 1 BATHROOM KITCHEN LAUNDR i ROOM 1ST FLOOR EXIST. FIRST FLOOR(F.F.)
1-1/2"[ 1-1/2"[ 2" 1-1/2" 4" t 1'-10" (VIF)
4" 4, 2 3" 4" SIMPSON DSPZ HOLD-DOWN ISSUE FOR TOWN PERMIT 11/03/17
4" (EXISTING) @ 32"O.C. ...........
SEAL:
TO EXISTING
SANITARY DRAIN (2)#5 REBAR D Ali
zCONDITIONED
z -0< 0 CRAWLSPACE 7 ESO
2"RIGID FOAM INSULATION(R-10),
4 SANITARY SYSTEM RISER DIAGRAM 3'-0" 00. FIRE-RATED. TAPED OR SEALED JOINTS.
SCALE: NTS JkGRADE a R-VALUE R-10 MIN.
0'_0" (P
4" REINFORCED CONC. SLAB. PROVIDE A 09 4 C7
V 6x6 W1.4/w1.4 WELDED WIRE MESH >
WATER PROOFING
CONT. VAPOR BARRIER OVER —AIN
MEMBRANE INSULATION(SHEET POLYETHYLENE)
PROTECTION BOARD 2"RIGID FOAM INSULATION, EXTRUDED PROJECT NO.1705
OVER MEMBRANE
POLYSTYRENE(XPS)OR EXPANDED
POLYSTYRENE(EPS), R-VALUE 10 MIN. 4835 OREGON ROAD
6"GRAVEL BED CUTCHOGUE, NY
- \` \\`L` a COMPACTED SOIL
8" POURED CONC. —A
DRAWING TITLE:
STEM WALL
-A1 ,4_1
8 x 16 POURED CONC. 111-FFIT-1:1' T-I:TR:F!:T
I FR FlIff IF FRITIFFIT -1 1 1 1 I' l I I I I I I I I I I
FOOTING W/(2)#5 REBAR Building Sections,
D
GRAVEL Wall Section,
Sanitary Riser Diagram
CAPILARY BREAK OVER
FOOTING(DAMPPROOFINGDWG NO.:
DATE: 11/03/17
OR MEMBRANE)
SCALE: AS NOTED
DRAWN BY: NICL
I 1=—i
A-301
3WALL SECTION
SCALE: 1"= 1'-0"
4835 OREGON RD, CUTCHOGUE, NY
1
A202
ARCHITECTURAL DESIGN BY:
BARBARA SCHNITZLER
220 OLD HARBOR RD
NEW SUFFOLK, NEW YORK 11956
ARCHITECT OF RECORD:
LEE&CHESONIS DESIGN
NIDA CHESONIS LEE
14 VERONA STREET SUITE 3D
BROOKLYN, NEW YORK 11231
718.330.0471
SURVEYOR:
KENNETH M WOYCHUK LAND SURVEYING
PO BOX 153
AQUEBOGUE, NEW YORK 11931
631.298.1588
2 STRUCTURAL ENGINEER:
A301 I I S.L.MARESCA&ASSOCIATES
STEVE MARESCA
CONSULTING ENGINEERS
188-07 W. MONTAUK HIGHWAY
HAMPTON BAYS,NY 11946
631.728.9480
PROVIDE#5 REBAR DOWELS @12"
O.C. 24 LONG, SET 6 INTO EXITG.
FDN. (TYP.) (N) FOUNDATION
8" REINFORCED CONC. (E) FOUNDATION
FOUNDATION WALL
REINFORCED CONC. FOOTING
\---- ------------ -- ----------------------------- ---------------------------------------------------------------
I
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I I I
O
I I I
d I I I
W I
21
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- I 4"THICK REINF. CONC. SLAB
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COMPACTED SOIL. I I x O
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L I L — — — —
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L---------------------I-- - --------- O O O
I I I
I I I I
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I N BASEMENT
(UNFINISHED)
LINE OF(N)PORCH ABOVE I I
I I
I I
I I
PROVIDE SIMPSON PB66 STAND-OFF
BASE CLAMP,TYP.
I I
12"DIA. SONOTUBE SET
2 48" MIN. INTO GRADE �
2
A201 i i A202
4
I I
2x6 LEDGER W/1/4"TIMBERLOK
SCREWS @ 16"O.C. STAGGER i O O
TOP & BOTTOM. I I
I I I
I I I
I I I
UP-
ALL
P ALL EXTERIOR WOOD TO BE i O O I
PRESSURE TREATED(P.T.)
I I I I I I I
I I I I I I I
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I I
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----------------- I I
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O L----------I ISSUE FOR TOWN PERMIT 11/03/17
I I I
I I
I
I SEAL:
EDApe
GNESON�s
I I I
I
N
O 9T 0 �p
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O
PROJECT NO.1705
I I I
I I
I I
-------- 4835 OREGON ROAD
CUTCHOGUE, NY
I I
L--------------- --------------- --J
----------------------------------- DRAWING TITLE:
I (
i Foundation Plan
i
I
FOUNDATION PLAN
DATE: 11/03/17 DWG NO.:
SCALE: 1/4"= T-0" ti SCALE: AS NOTED S-100
DRAWN BY: NCL
1
A201
4835 OREGON RD, CUTCHOGUE, NY
ARCHITECTURAL DESIGN BY:
BARBARA SCHNITZLER
220 OLD HARBOR RD
NEW SUFFOLK, NEW YORK 11956
ARCHITECT OF RECORD:
LEE&CHESONIS DESIGN
NIDA CHESONIS LEE
14 VERONA STREET SUITE 3D
BROOKLYN, NEW YORK 11231
718.330.0471
SURVEYOR:
REMOVE POST KENNETH M WOYCHUK LAND SURVEYING
PO BOX 153
LVL= 1-3/4" MICROLAM OR EQUAL 3-1/2 x 9-1/2 APB AQUEBOGUE, NEW YORK 11931
631.298.1588
APB=ANTHONY POWER BEAM
EXIST. 3 POSTS. PROVIDE STRUCTURAL ENGINEER:
HOLD-DOWNS TOP& BOTTOM.
MIN. HEADER =(2)2x8 S.L.MARESCA&ASSOCIATES
STEVE MARESCA
CONSULTING ENGINEERS
188-07 W. MONTAUK HIGHWAY
HAMPTON BAYS,NY 11946
631.728.9480
FULL CATHEDRAL
(2)2x10 W/(1) 3/4"x9"STL. PL.
LD
BENT FLITCH PLATE, PROVIDE FULL X
PENETRATION WELD AT RIDGE w
21'-0"
EXIST. FRAMING TO REMAIN
(2)2x10 FLUSH HEADER W/
(2) 1/2"X 9"STEEL PLATE L_j (3) 9-112011
0 C� ox N
N
Lu
(an:
M
(2)9-1/2"LVL RIDGE
LO �'L 2x10 PLATE SET
J ON ROOF BELOW
/2x6
(3)2x41 POST
TO RIDGE
O
LOWER 2x10 PLATE
2x10 R.R. @6"O.C.
3-1/2 x 9-1/2 APB
WALL BUILT-UP TO
SUPPORT ROOF RAFTERS
4x4 POSTS W/POST
CLAMPS TOP&BOTTOM
ISSUE FOR TOWN PERMIT 11/03/17
SEAL:
El
�,�SRED qRc
r, IESON�s /�fn
2 Ir C)
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029 -
I
F
I
PROJECT NO,1705
4835 OREGON ROAD
CUTCHOGUE, NY
DRAWING TITLE:
Framing Plan
First Floor
1 FIRST FLOOR FRAMING PLAN DATE: 11/03/17 DWG NO.:
SCALE: 1/4"= T-0" SCALE: AS NOTED
y S-101
DRAWN BY: NCL
4835 OREGON RD, CUTCHOGUE,
ARCHITECTURAL DESIGN BY:
BARBARA SCHNITZLER
220 OLD HARBOR RD
IMPSOPSO
FRAMING NOTES CONCRETE NOTES N MST5Z-18 GAUGE RIDGE STRAP
0d NAILS-ALL ROOF RAFTERS NEW SUFFOLK, NEW YORK 11956
2 X B TIE @ EACH RAFTER
IN PLACE OF STRAP
1. DESIGN,MATERIALS&METHODS OF CONSTRUCTION SHALL COMPLY WITH THE BUILDING WHERE RAFTERS R NOTLINEUP WITH sruos: ARCHITECT OF RECORD:
1. ALL FRAMING LUMBER SHALL BE GRADE-STAMPED 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S EXTERIOR
SIMPSON Ha HURRICANE CLIPS N 16-O.C.EACH
DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 OR BUILDING CODE AS A MINIMUM.ALL 2 X 6 STUDS CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 OF THE AMERICAN CONCRETE ON EXTERIOR FACE OF PLATE METAL d NAILS EACH END
ICE SHIELD UNDERIAYMENT d SIMPSON MSTA2418 GAUGE METAL STRAPS @ 32'O.C. LEE&CHESONIS DESIGN
INSTITUTE-LATEST EDITION. ULTIMATE DESIGN STRENGTH FOR ALL REINFORCED CONCRETE REOUIRED W/18.10d NAILS
BETTER. SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. SHALL BE 3000 PSI.AT 28 DAYS,EXCEPT CONCRETE SLAB,WHICH SHALL BE 4000PSI. NIDA CHESONIS LEE
ALL EXTERIOR NAILS SHALL BE GALVANIZED.
14 VERONA STREET SUITE 3D
2. ALL SHEATHING TO BE APA RATED,EXPOSURE 1,5/8" 2. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF 40+DEG.F. IF POURED IN BROOKLYN, NEW YORK 11231
MIN.THICKNESS ORAS NOTED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D @ 4" COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM FREEZING FOR A PERIOD OF
O.C.EXTERIOR EDGES AND 6D @ 12"O.C. 14 DAYS. CEILING JOISTS 718.330.0471
3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, INTERMEDIATE
EXPOSURE 1,3/4"MINIMUM THICKNESS. ALL EDGES OF A. KEEP FORMS IN PLACE,COVER TOP AND SIDES OF FORMS WITH INSULATED TARPS FOR SURVEYOR:
PLYWOOD TO BE SET ON SOLID BLOCKING, GLUE AND 11. ALL INTERIOR AND EXTERIOR FINISHES,FLASHING PROTECTION FROM WIND FOR A MINIMUM OF 3 DAYS AFTER POUR. 24"
NAIL PLYWOOD SUBFLOOR TO FLOOR JOUSTS. AND WATERPROOFING SHALL BE BY ARCHITECT. MAILS E ed COMMON KENNETH M WOYCHUK LAND SURVEY
B. AFTER FORMS ARE REMOVED,PROVIDE INSULATED TARPS TO HOLD HEAT AND MAILS @4'O.C.AT
PROTECT FROM WIND FOR A PERIOD OF 14 DAYS AFTER POUR. EXTERIOR EDGE OF PO BOX 153
4. ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE ALL SHEATHING AQUEBOGUE, NEW YORK 11931
WITH DOUBLE UPRIGHTS;T-0"AND OVER WITH AND STUD WITH GALVANIZED HURRICANE TYPE 3. CONCRETE&REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS- WHERE RAFTERS AND STUDS ALIGN: 631,298.1588
TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTORS BY"SIMPSON"OR APPROVED EQUAL. LATEST EDITION. SIMPSON H8 HURRICANE TIES @ 16'O.C.
MINIMUM OF 2-2 X 8 OR AS SHOWN ON DRAWING. FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE W/5-10d NAILS @ RAFTER,2-10d NAILS @
PLATE,AND 5-10d NAILS @STUD
CLIPS AT ALL PERIMETER JOIST-TO-GIRDER CONNECTIONS
A. PORTLAND CEMENT AS PER ASTM C150-TYPE 1. APA RATED PLYWOOD ro STRUCTURAL ENGINEER:
5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS EMEND TO TOP OF TOP PLATE
AND FLOOR BEAMS AS PER N.Y.S.CODE OR AS NOTED 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA- B. CONCRETE AGGREGATES AS PER ASTM C33, MAX.SIZE. HEADER
@ 8'-0"O.C.MINIMUM.PROVIIDE 2"SPACE';FOR AIR PACIFIC GPI SERIES WOOD'I'BEAMS,OPEN WEB JOISTS AND LVL C. WATER SHALL BE CLEAN&FREE FROM INJURIOUS AMOUNT OF OILS,ACIDS,ALKALIS, S.L, MARESCA&ASSOCIATES
CIRCULATION IN ROOFS. PRODUCTS OR EQUAL. ALL OPEN WEB JOISTS SHALL BE SALT,ORGANIC MATERIALS&DELETERIOUS SUBSTANCES. STEVE MARESCA
REINFORCED BENEATH ALL POINT LOADS.ALL JOISTS,GIRDERS, D. REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL,DEFORMED AS ^IMPSONLSTA3611/4•WIDE CONSULTING ENGINEERS
PER ASTM A615,GRADE 60. ALL SPLICES SHALL BE A MINIMUM OF 40 DIA.IN LENGTH. 18 GAUGE METAL STRAP
6. DOUBLE FRAMING AROUND ALL OPENINGS(SKYLIGHTS, AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED @ JACK STUDS 188-07 W. MONTAUK HIGHWAY
STAIRS,ETC.)OR AS NOTED ON DRAWINGS. AS PER MANUFACTURER'S RECOMMENDATIONS. WEB HOOKS AND TIES SHALL CONFORM TO C.R.S.I.STANDARDS. 24.10d"AILS HAMPTON BAYS,NY 11946
STIFFENERS SHALL BE REQUIRED ATALL LOAD AND E. COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER ASTM A82-84 AND Al 85-84 2x6 STUDS Is,0C. 631.728.9480
7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" F. WATERPROOFING AS PER ACI 515.7 R-79. SIMPSON GAUGE
EM TAZSTWIDE
18 GAUGE METAL STRAP
PARTITIONS OR AS NOTED ON DRAWINGS. LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 4. ALL CONCRETE SHALL HAVE: SIMPSON MSTAIBZ @ JACK STUDS
14-10d NAILS
PERIMETERS.HANDLING,STORAGE,AND ERECTION OF 1l•WIDE•1BGAUGE
METSTRAP @ 3
8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED COMPONENTS SHALL BE AS PER MANUFACTURERC.
'S
A. AIR ENTRAINMENT (5-7%RETENTION) wn4-toe NAas
WITH RATED GALVANIZED CONNECTORS BY"SIMPSON" RECOMMENDATIONS B. WATERPROOFING ADMIXTURE XYPEX Admix C-500 DOSAGE RATE 2-3%) WHERE SPECIFIED
OR APPROVED EQUAL.ALL LUMBER IN GROUND CONTACT OR ( )( )
}'PLYWOOD SUBFLOOR SIMPSON DSP2 t 1'LNIDE•is
GLUED&NAILED(TYPICAL) GAUGE
EXPOSED ABOVE GROUND TO BE MICRONIZED COPPER& 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2"DIA. PROVIDE SOLID BLOCKING METAL STRAP WRAPPED UNDER
TEBUCONAZOLE TREATED(MCA). ABOVE GROUND-0.07 PCF/ 5. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED VIRGIN SOIL OR ALL SUBFLOOR EDGES- BOTTOM PLATE@ 32'0 C.
( ) ( GALVANIZED MACHINE BOLTS @ 12"O.C.OR SIMPSON'STRONG COMPACTED GRANULAR FILL HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQ.FT. 1@ST TWO BAYS OF JOISTS W/a-10d NAILS(TYPICAL) TOP OFFOUNDATION
GROUND CONTACT-0.16 TO 0.24 PCF).TREATED LUMBER DRIVE SCREWS'@ 12"O.C.,STAGGERED BOTH SIDES OF NAIL SHEATHING TO
WILL REQUIRE STAINLESS STEEL FASTENERS,ANCHORS STACK.LENGTH OF SCREW TO BE MAX.1"LESS THAN STACK WIDTH. SILL PLATES
AND CONNECTORS. 6. THE CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING ALL ANCHOR BOLTS, ad NAILS @ IV O.C.
FLOOR JOIST
INSERTS,SLEEVES,ETC. AS REQUIRED BY OTHER TRADES. FLOOR JOIST
GENERAL NOTES 7. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL SNAP TIES AND WALL 518 12'AB @32'O.0 812'FROM CORNERS 2-2X6ACO
PENETRATIONS SHALL BE CUT BACK AND GROUTED SO AS TO PRECLUDE ANY CORROSION. COUNTERSUNK W/3X 3x}WASHER SILL PLATE
1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN 13. THE SEWAGE DISPOSAL SYSTEM AND FRESH WATER 8. ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED. SEE FOUNDATION DWG, SILL SEAL AND w
FOR DESIGN r',:� TERMITE SHIELD
ACCORDANCE WITH THE NEW YORK STATE UNIFORM SUPPLY SHALL BE DESIGNED AND BUILT IN ACCORDANCE f
BUILDING CODE,THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH 9. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED. ALL
CONSERVATION CODE AND LOCAL AUTHORITIES. SERVICES. REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND SHALL BE SUPPORTED SECTION ELEVATION
ON PRECAST BRICKS OR APPROVED CHAIRS.
2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH 14. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE HOLD DOWN + SHEAR CONNECTION CRITICAL PATH
MINIMUM 28 DAY STRENGTH OF 3000 PSI. WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. 10, ALL REINFORCING BARS SHALL BE CONTINUOUS EXCEPT AS NOTED,LAPPED PER ACI 318,
75. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES CLASS"C", WITH 40 DIAMETERS MINIMUM,BENT AROUND CORNERS W/12"HOOKS.FOR
3. ALL LUMBER SHALL BE GRADE-STAMPED DOUGLAS FRAMED SLABS, LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT
FIR-LARCH STRUCTURAL GRADE#2 OR BETTER. PRIOR TO AND DURING CONSTRUCTION. SUPPORTS,REVERSE FOR FOUNDATION MATS. STAGGER SPLICES AND OFFSET SPLICES OF
4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE BARS AT OPPOSITE FACES.
STAIR AND FLOOR OPENINGS,POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. 11. ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE USED.
PARTITIONS,OR AS NOTED ON DRAWINGS. INCREASE AS REQUIRED FOR DRAINAGE PITCH.
17. A)ALL STRUCTURAL STEEL SHALL BE CONFORMING TO ASTM a a
5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR SPECIFICATIONS AS FOLLOW: 12. EXCEPT AS NOTED,ALL POUR STOPS SHALL BE TREATED AS CONSTRUCTION JOINTS AND
BEAMS.SPACING NOT TO EXCEED 8'. SHALL HAVE KEYS AND CONTINUOUS REBAR.WALL SECTIONS SHALL BE PLACED
WIDE FLANGE: A992-GR50 ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS.
6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE HSS: A500-GR B ROOF ADDITION
VERIFIED BY CONTRACTOR(S)PRIOR TO START OF STEELANGLE: A36 13. FOR CONCRETE WALLS ABOVE GRADE,VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED I - NOTE: a =4 FT. IN ALL CASES
CONSTRUCTION AND ORDERING OF MATERIALS.THIS PLATES: A36 AT MAXIMUM SPACING OF 40 FT., AT LEAST 4 FT.FROM ANY SUPPORTING OR INTERSECTING
FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING WALL OR BUTTRESS,OR ANY WALL OPENING.
CAPACITY OF TWO(2)TSF AND GRADES LESS THAN 5%. B)ALL FASTENERS TO BE ASTM1-325 BOLTS, "0 OR AS SHOWN e
CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ON DRAWING 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON
ARE MET.ALL FILL BENEATH CONCRETE SLABS TO BE PLANS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS.
COMPACTED TO 95%RELATIVE DENSITY. C)ALL EXPOSED STRUCTURAL STEEL SHALL HAVE TWO PRIME
COATS+1 FINAL COAT OF RUSTPROOF EPDXY PAINT
7, ALL HEADERS WTO 9'LONG TO BE SUPPORTED BY SYSTEM.ALL DAMAGED AREAS OF PAINT TO BE REPAIRED
DOUBLE UPRIGHTS;WAND LONGER BY TRIPLE UPRIGHTS. 100 < 8<_450
ALL HEADERS TO BE MINIMUM 2-2 X 8 OR AS SHOWN ON 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE _ f
DRAWINGS. NECESSARY TO PROTECT THE ENGINEER AND OWNER.
8. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 19. DO NOT BACKFILL AGAINST THE FOUNDATION WALLS UNTIL
FLOOR SYSTEM INSTALLATION IS COMPLETE. a PROVIDE 8d COMMON NAILS @ 4"O.C.
9. PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS,
SKYLIGHTS,EXTERIOR DOORS,WINDOWS,DECKS AND ETC. 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVELAND'IN GABLE ROOFS AT HIGH PRESSURE ZONE-6"O.C.AT
THE BASEMENT(IF APPLICABLE).POSITION ALARMS NEAR ' ALL OTHER PORTIONS OF ROOF. (TYP.)
10. DO NOT SCALE DRAWINGS. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 100 < A 5 450
E]
11. DESIGN CONSULTANTS OR RECORD ARCHITECT- 21. SMOKE DETECTORS ARE REQUIRED IN EACH BEDROOM AND
ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, ON EACH LEVEL OF DWELLING,AS REQUIRED BY THE NEW
SUPERVISION OR ADMINISTRATION OF THIS YORK STATE BUILDING CODE.
CONSTRUCTION PROJECT.FEDERAL,STATE AND LOCAL
ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE 22. ANY ALTERATION,REPAIR,ADDITION TO OR CONVERSION OF
RESPONSIBILITY OF THE CONTRACTOR. AN EXISTING DWELLING REQUIRING A BUILDING PERMIT NOW
REQUIRES THAT ALL SLEEPING ROOMS IN THE HOUSE BE
12. THIS DRAWING IS AN INSTRUMENT PREPARED TO UPGRADED WITH HARD-WIRED AND INTERCONNECTED SMOKE
FACILITATE CONSTRUCTION AND SHALL NOT BE ALARMS.
CONSTRUED AS A CONTRACT BETWEEN BUILDER AND
OWNER. 23, THE NEW YORK STATE CODES ALSO APPLY TO ACCESSORY
STRUCTURE DESIGN.
24. GARAGE DOORS SHALL BE RATED FOR 120 MPH WIND LOAD.
DESIGN CRITERIA
EXISTING ROOF
GROUND SNOW LOAD -25 PSF. WEATHERING-SEVERE
FIRST LEVEL 40 PSF.LL. FROST LINE DEPTH-36'
LIVING AREA 40 PSF.LL. TERMITE- MODERATE TO HEAVY
BEDROOMS 30 PSF.LL. DECAY-SLIGHT
EXPOSURE C ICE SHIELD UNDERLAYMENT REQUIRED-YES
WIND SPEED -140 MPH(3 SECOND GUST)
SEISMIC DESIGN CATEGORY-B
DESIGN IN ACCORDANCE WITH AMERICANCOUNCIL WOOD FRAME CONSTRUCTION COMPONENT AND CLADDING PRESSURE ZONES
MANUAL FOR 1+2 FAMILY DWELLINGS-ENGINEERED DESIGN METHOD,
ACI CODE REQUIREMENT AND NEW YORK STATE BUILDING CODE.
OF FAST
WINDOWS - GLAZED OPENINGS ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE ENER SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER"' SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER"". SPACING AND LOCATION
"�'
Root Bottom plate tojoisL Lim joist,band joist or 16d common(3'!3"x 0.162') 16"o.c.face Wait Favor
FOR NEW CONSTRUCTION,EXTERIOR WINDOWS MUST BE PROTECTED VIA: 4-8d box 2'!"x 0.11.3")"x0or 14 blocking(not at braced wall Panels) 16d box(343"x 0.135");or 3-16d box mon x 0.135'7;or
( 2P ) 12"o.c.face nail 24 2"subtloor to joist or girder , Blind and face nail
3-8d common(2'/2"x 0.131');or 3"x 0.131"nails 2-16d common(3/2"x 0.1623
GLAZING MEETING THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E- 1 Blocking between ceiling joists orrafters to top plate 3-1 Od box(3"x 0.129%or Toe nail 3-16d box(3'/2"x 0.135'3•or 3 each 16"o.c.facenail 1 3-16d box(3'/,"x 0.135');or
1886-97 AND ASTM 996-99 3-3"x 0.131"Waits 15 Bottom plate to joist,rim joist,band joist or 2-16d common 3'/"x 0.162' ;or 2 each 16"o.c.face nail 25 2"planks(p ank&beam-floor&toof) 2-16d common(3'/,"x 0.162'3 At each bearing,face nail
-OR blocking(at braced wall panel) ( 2 ) ISSUE FOR TOWN PERMIT 11/(
STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. 4-8d box(2'/2"x 0.11,3');or 4-3"x 0.131"nails 4 each 16"o.c.face nail 3-16d common(3'/2"x 0.162'3
3-8d common(2'/2"x'0.131");or per oast,toe nail 4-8d box(2'/"x 0.113'7 or 26 Band or rim joist to joist 4-10 box(3"x 0.128'),or End nail
2 Ceiling joists to top plate j [ 4-3"x 0.131"nails;or
3-10d box(3"x 0.128'7 or 3-16d box(3/,"x 0.135');or SEAL:
NEW STRUCTURES LOCATED WITHIN ONE(1)MILE OF MEAN HIGH WATER MUST HAVE GLAZING 3-3"x0.131"nails
4-8d common(21/2"x 0.131'):or Toenail 43"x 14 ga staples,7/,,"crown
CONFORMING TO WIND ZONE II.
Ceiling joist not attached to parallel rafter,laps over 4-1 Od box(3"x 0,128');or 4-10d box(3"x 0.128');or Nail each layer as follows:32"o.c. CJ GRED qR
PROTECTIVE PANELS AVAILABLE FROM: 3 partitions
[se Sections R802.3.1,R802.3.2 and Table 3-16d common(3'/,";x 0.162');or Face nail 16 Top or bottom plate to stud 4-3"x 0.131"nails 20d common(4"x 0.1 92'3;or at top and bottom and staggered. '� C
43"x 0.131"nails 3-16d box(3'/2"x 0.135'3;or IOd box(3"x 0.128');or 24"o.c,face nail at top and bottom Gid GHESOA/
�
CLEAR SHIELD HURRICANE&SECURITY(PANELS(631.287.5060) Ceilin oist attached to parallel rafter heel joint) 2-16d common(31/2"x 0.162');or Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides S
gl P ( J End nail 27
-OR- Face nail 3-10d box(3"x 0.128'3;or layers Q
4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) And: � � �
QUICK-GUARD STORM PANELS 631.287.5330 3-3"x0.131"nails 2 _ (t1
( ) R802.5.1(9)] 2-1Od common(4"x ');o');or Face nail at ends and at each splice r !n
, 4-I0d box(3"x 0.1213'3;or 3-10d box(3"x 0.128);or 3-IOd box(3"x D.128');or
ALL PROTECTION PANELS TO BE IN COMPLIANCE WITH LARGE MISSILE TEST OF ASTM E 1996 5 Collar tie to rafter,face nail or I/4"x 20 ga.ridge strap to 3-1 Od common(3"x 10.148);or Face nail each rafter 17 Top plates,laps at comers and intersections 2-16d common(3'/,"x 0.162");or Face nail 3-3'.'x 0.131"nails
AND ASTM 1886,AS NOTED IN NY STATE RESIDENTIAL CODE. rafter 4-3"x 0.131"nails 3-3"x 0.131"nails
4-16d box(3'/,"x 0.135');or
3-16d box nails(3'/2"x 0.135');or 3-8d box(2'/2"x 0.113');or 3-16d common(3'1,"x 0.162');or N
3-10d common nails(;3"x 0.148");or 2 o nails on one side end 1 toe nail 2 . : 28 Ledger strip supporting joists or rafters . '3;or At each joist or rafter,face nail �
6 Rafter or roof truss to plate ono posits side of each rafter or IS 1"brece ro each stud and plate 2-8d common(2'/"x 0131'3or 4-10d box(3"x 0 128
Face nail Q
4-IOd box(3"x 0.128'3;or P 2-10d box(3"x 0.128);or 43"x 0.131"nails � �9 O
43"x 0.131"nails tntss' 2 staples 13/4" 29 Bridging to joist 2-10d(3"x 0.128'3 Each end,toe nail ` C
4-16d(3'/2"x 0.135');or 3-8d box(24,"x'0„113'3'or SPACING OF FASTENERS r
3-1 Od common(3'/,"x 0.148');or 19 I"x 6"sheathing to each bearing 2-8d common(2/2 x 0.131');or Face nail Intermediate
4-1 Od box(3"x 0.128%or Toe nail g g 2-10d box(3"x 0.1281);or �aq BUILDING
ELEMENTS
NUMBER AND N Ed
OF BUILDING ELEMENTS 7YPE OF FASTENER', hes" supporta"•
Roof tetters to ridge,valley or hip rafters or roof rafter 4.3"x 0.131"nails 2 staples,1"crown,16 ga.,1'/,"long (mchea) (Inches)
7 to minimum 2"ridge beam 3-16d box 3'/"x 0.135' or 3-8d box(2'/,"x 0.113');or Wood structural panels,aubfioor,roof and Interior wall sheathing to framing and particleboard wall sheathing to framing
see Table R6o2.3(3)for wood structural panel exterior well sheathing to welt framing] PROJECT NO.1705
2-16d common(3'/2"x 0.162'3:or 3-8d common(2'/2"x 0.131');or 1 P g g
3-1 Od box(3"x 0.128'3;or End nail 3_10d box(3"x 0.128');or
3-3"x 0.131"nails 3 staples,I"crown,16 ga,13/4"long 30 3/"-'/" 6d common(2"x 0.113')nail(S(roof) ,wall)' 6 12'
B 2 8d common(2'/,"x 0.131')nail((mot)
Well 20 1"x 8"and wider sheathing to each bearing Wider than I"x 8" Face nail 31 '"/72"-1" 8d common nail(21/3"x 0.131') 6 12'
14-8d 4835 OREGON ROAD
16d common(3'/,u x 0.162') 24"D.C.face nail , IOd common(3"x 0.148')nail;or
8 Stud to stud(not at braced wall panels) lOd box(3"x 0.128);or 3-8d common(2'/2'x 0.131');or 32 1/"-1'/,' r ") 6 12
16"o.c.face nail 3-10d box(3"x 0128');or e 8d(2'/"x D.131 deformed nail
CUTCHOGUE NY
3"x0.131*nails 4 staples,1"crown,16 ga.,l'/4"long Other wallsheething"
16d box(3'/2"x 0.135');or Floor "structural cellulosic fiberboard 1'/2"galvanized rooting nail,4,a"head
Stud to stud and abuttingstuds at intersectio wall comers 12"o.c.face nail 33 3 6
9 8 3"x 0.131"nails 4-8d box(21/,"x 0.113');or sheathing diameter,or I"crown staple 16 ga.,1!4"long
(at braced wall panels) 16d common(31/3"x 0.162') 16"o.c.face nail 3-8d commo (2'/2"x 0.131');or xs/,,"structural cellulosic 13/4"galvanized roofing nail,r/,"head diame-
21 Joist to sill,top plate or girder Toe nail 34 P 3 6
16d common(31/3"x 12.162') 16"o.c.each edge face nail 3-I0d box(3"x 0.128');or fiberboard sheathing ter,or 1"crown staple 16 ga.,I/,"long DRAWING TITLE:
10 Built-up header(2"to 2"header with 1/2"spacer) 3-3"x 0.131"nails i 4 1:/,"galvanized roofing nail;staple galvanized,
16d box(3/,"x 0.135') 12"D.C.each edge face nail 35 /,"gypsum sheathing , 7 7
8d box(2/3"x 0.113'3 4"o.c.toe nail I/2"long;1/4"screws,Type W or S Notes / Hold Down s
5-8d box mon(2 0./," 0.1%or Rim joist,band joist Or blocking to sill or top 8d common '/"x 0.131 ;or s 13/"galvanized roofing nail;staple galvanized,11 Continuous header to stud 48d common(242"x 0.131 3;or Toe nail 22 late roof applications also 2 36 /,"gypsum sheathing' 4 g P g 7 7
P ( PP ) lOd box(3"x 0.128');Or 6"o.c.Ice nail 13/8"long;I%'screws,Type W or S
4-10d box(3"x 0.128') 3"x 0.131"nails
Wood structural panels,combination aubtloor underleyment to framing
16d common(3'/2"x 0.162') 16"o.c.face nail 3-8d box(2'/2"x 0.113'3;or , 6d deformed(2"x 0.120')nail;or
12 Top plate to top plate 1Od box(3"x 0.128');or 12"o.c.face nail 2-8d common(2'/,"x 0.131');or 37 '/,'andless 8d common(2'/,"x 0.131')nail 6 12
3"x 0.131"nails 23 1"x 6"subfioor or less to each joist 3-10d box(3"x 0.128');or Face nail
8-16d common 3'/"x 0.)62";or 2 staples,I"crown,16 ga.,13/4"long 38 1/a"-I" 8d common(2'2"x 0.131')nail;or 6 12
( 2 ) 8d deformed(2!,"x 0.120')nail
Double top plate splice for SDCs A-D2 with seismic braced 12-16d box(3'/2"x 0.135');or Face nail on each side of end joint 10d common(3"x 0.148")nail;or
wall line spacing<25' 12-10d box(3"x 0.128');or 39 ll/.'-1/4" 6 12
13 12-3"x 0.131"nails (minimum 24"lap splice length each8d deformed(2/2"x 0.120')nail
side of end joint) For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=0.447 Ws;1 ksi=6.895 MPa. DATE: 11/03/17 DWG NO.:
Double top plate splice SDCs Da,D„or D2;and braced wall 12-16d(3'/2"x 0.135')
tine spacing 2 25' -,
SCALE: AS NOTED S-102
DRAWN BY: NCL