HomeMy WebLinkAbout38966-Z a�,UFFDI,f�, Town of Southold Annex 12/22/2014
�oo�' dGy P.O.Box 1179
0
54375 Main Road
oy Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 37335 Date: 12/19/2014
THIS CERTIFIES that the building ACCESSORY
Location of Property: 9915 Oregon Rd, Cutchogue,
SCTM#: 473889 Sec/Block/Lot: 83.-2-20.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
6/4/2014 pursuant to which Building Permit No. 38966 dated 6/16/2014
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:
non-heated non-habitable accessory building as applied for.
The certificate is issued to Bramble III,William&VonAesch,Christine
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38966 12/16/2014
PLUMBERS CERTIFICATION DATED
Aut ed ignat re
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
ay • 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#: 38966 Date: 6/16/2014
Permission is hereby granted to:
Bramble III, William &VonAesch, Christine
327 W 11th St Apt 4W
New York, NY 10014
To: Construction of a non-habitable accessory building as applied for.
At premises located at:
9915 Oregon Rd, Cutchogue
SCTM # 473889
Sec/Block/Lot# 83.-2-20.1
Pursuant to application dated 6/4/2014 and approved by the Building Inspector.
To expire on 12/16/2015.
Fees:
ACCESSORY $316.00
CO -ACCESSORY BUILDING $50.00
$366.00
ilding Inspe
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. 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.
New Construction: Old or Pre-existing Building: (check one)
(�
Location of Property: 1 t' Sr0it,
House No. Street let
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section Block c Loth
Subdivision 2 c� Filed Map. Lot:
Permit No. b Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
*pF SO(/lyo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box-1179 @ . roger.richerta-town.southoId.ny.us
Southold,NY 11971-0959 QlyCOUI��_``a
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE.OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: William C Bramble III
Address: 9915 Oregon,Rd City: Cutchogue St: NY Zip: 11935
Building Permit#: 38966 Section: 83 Block: 2 Lot: 20.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Pumillo Electric License No: 2300-e
SITE DETAILS-
Office Use Only "
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
.New Renovation 2nd Floor X Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph 200a Heat Duplec Recpt 12 Ceiling Fixtures HID Fixtures
Service 3 ph - Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors
Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 11 CO Detectors
Sub Panel 60a A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time.Clocks
Disconnect 200a Switches 10 Twist'Lock Exit Fixtures TVSS
H,
Other Equipment: STORAGE BUILDING
Notes:
Inspector Signature: Date: Dec 16 2014
81-Cert Electrical Compliance'Form.xls
' OF SOUly�lo
Nu
TOWN OF' SOU:THOLD BUILDING DEPT.
765-1802
INSPECTION -
FOUNDATION
1.ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL -
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ -' CAULKING
REMARKS:
DATE �� INSPECTORS
W `^
" OF SOUjy�
• ao
cOUM'1,
TOWN OF :SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
ZFOUNDATION 1ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [. ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
69
DATE � ` INSPECTOR
OF SOUlyolo
cout 1,�
TOWN OF SOUTHOLD-BUIL'DING DEPT.
765-1802
INSPECTION,
[ ] FOUNDATIONAST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING /STRAPPING [ ] FINAL
[ . ] FIREPLACE A CHIMNEY _ [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE-�VIOLATION [ ] CAULKING
REMARKS:OLfl '.
Vj
n
r
DATE -. INSPECTOR
OF SOpl�Olo
' n`�X mol • �o � -
V� eOONiV,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST ' [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ . ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ CODE VIOLATION [ ] CAULKING
REMARKS:
l 1
DATE INSPECTOR
i
- OF SOUTy�Io
cOUMY,�
TOWN W.-SOUTHOLD BUILDING: DEPT.
765-1802
INSPECTIO
[ ] FOUNDATION IST [ ] ROU PLUMBING
[ ] FOUNDATION 2ND [ ] 1 ULATION
[ ]
FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE-' 1 SPECTOR
ySl
w
• 1
1
tel .
PON
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r.
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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 p Survey
SoutholdTown.NorthFork.netPERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood-Permit
Examined A 20_7,� Storm-Water Assessment Form
4E--7�f ® E C PP
Approved ,20 15 to:
Disapproved a/c Jv I
ne: ? TCQ 40
Expiration ,20 LDG. D
uVN OF.S ' HOLD
Building Ins to
APPLICATION FOR BUILDING PERMIT
Date l , 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
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.
(Signa e of applicant or name,if a corporation)
(Mailiiig address of appli nt)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises r
(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.
h Location of land on which proposed work will be done:
Culdt v
House Number Str Hamlet ,
q�<- r9iP
,40=i�rt•{is M1}i;{i!4'- F'' {
County Tax Map No. 1000 Section ' ''Block;a�r;s^ �.0 a Lot
Subdivision I'e'd Lot
.CFS•':.h(i
2. State existing use and occupancy of premises and intended use and occu ancy of proposed construction:
a. Existing use and occupancy , IIVV� E U
r ,
b. Intended use and occupancy we (61 �I�p-I .�(`f ��� dsm,
3. Nature of work(check which applicable): New Building V Addition Alteration.
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost 460 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 _ Nk
6. If business, commercial or mixed occugan y,speg$nature and extent of each type of use.
7. Dimensions of existing structuYes�if any: Front �D�'�`I Rear �gt�,Z I� Depth
Height_�' �k� Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear i V' Depth V-0
Heighti(-gi1 • Number of Stories
9. Size of lot: Front �� �� ( Rear Depth 3?9,®O I
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated A R/
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-1—
13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES V NOT
14. Names of Owner of premises rm/� Address A. N•Y Phone NoA7 02
Name of Architect X141 L' S 0 9te tit&K, Address Ccek&Q LL Phone No 73 Io 40:�
Name of Contractor A%M CAWL ,Lest, Address c Phone No. rvv hJ� ��17
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 BV REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO VV
* 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 .
*JF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY O
`Aaffi A,4 �, [/V("LA being duly sworn; deposes and says That (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
(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 ,II
_ day of . YI l 20—LY
/,, PATRICIA RICHARDS
y
-- ! t � ARY LIC,STATE OFNbW RKSignature of Applicant
Notary,Public NO.01 RI6042467
MIALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES MAY i 0 ,20 I
Scott A. Russell James. A.
SUPERVISOR M1C11ae_ 1M.
a
4SOUTHOLD TOWN HALL-P.O.Box 1179 0 � 53695 Main Road-SOUTHOLD,NEW I.._: :
Telephone#: (631)-765-1560 Fax#: (631)-765-9015
MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US JAMIE.RICHTER@TOWN.SOUTHOLD.NY.iTS
Office of the Engineer
Town of Southold
STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER-SHEET
-(-TO BE COMPLETED BY THE APPLICANT ).
PLEASE NOTE: All Contact&Project Information Requested by this FORM is Nessary for a Complete Application.-
APPLICANT:-(Pro r-ty Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER: (If Different from Applicant)
NAME: NAME: `Y
ADDRESS: 5 235 ,l�% - ADDRESS. :
Telephone:Number:. Telephone Number: 631
- - Completed Applications can.be picked up at the Engineering Department after being notified by the Department, or;
it.can be Mailed to the Applicant with the submission of a Self Addressed 8.5`x 11"Envelope& Appropriate Postage.
DATE:
Property Address / Location Of Construction Work: -
�l,� Or�ah led
S C T M. 1000 83 CMZ Zo.1.
District Section- Block Lot
Required Documents for Stormwater Review: -
Copy of Complete Buihding Permit Application. -
Stormwater Management Control:Plan. (2 Sets):
Note: SMCP's are required whenever Grading.or Excavations exceed 5,000 S.F,when New Impervious Surfaces are
created, and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re-Surfaced.
De Minimis Projects will NOT-be Subject to the.Submission of a SMCP During the=Stormwater Review!.
Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows, Deck Construction
with Loose.Fit Decking, Installation and/or Modification of Mechanical.Systems or other similar Work.
A, Complete Description of -the Scope of Work Proposed under the Building Permit Application.
A. Completed Sto ater Re w Checklist. If No or NA are Indicated, Justification is Required.
** F EERING DEPARTMENT USE ONLY
Reviewed B ': n Date:
ppro d: $ .
7itional-Information Required:
FORM-# SMCP-TOS JAN 2014
CHAPTER 236
STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST
co j
DATE: APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other)
o. ' NAME: sitou-zed.s S',QP.` "ew
S C T M #: 1000 $3 aZ Zv) Telephone Number:
District Section Block Lot
S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided!
1. A Site Plan drawn'to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please.Provide Justification Here!
YES NO NA Yer.If you need additional room for explanations, Please Provide additional Pa
show all of the.following items: P P
a. Location & Description of Property Boundaries 00
b. Total Site Acreage. 00
c. Existing-Natural & Man Made Features within 500 L.F.
of the Site Boundary.as required by§236-17(C)(2).
d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. FV0
e. Limits of Clearing & Area of Proposed Land Disturbance. 0=
f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) 0 Si
g. Location of all existing & proposed structures, roads,
driveways, sidewalks, drainage improvements&utilities.
h. Spot Grades &Finish Floor Elevations for all existing&
proposed structures. 00 EROSION&S
I. Location of proposed.Swimming Pool and discharge ring. 0 'PorrShall include but net be!fin lited
j. Location of proposed Soil Stockpile Area(s). 00 A we ton>En
k. Location of proposed Construction Entrance/Staging Area(s). 0�� Sift Fen i
trance,
1. Location ofproposed,concrete washout area(s). ®00 ,s a ization &
M. Location of all proposed erosion sediment control measures. 00 epding of exposed an Or Inactive soils..
2. Stormwater Management Control Plan must include Calculations.showing
.that the stormwater'improvements are sized to capture,store,and infiltrate DRAINAGE iNsPEC71ONS/ARE RE UIEn
on-site the run-off from all impervious surfaces generated by a two(21 inch �0 on aC . S Engineering at 765-
156c)hefors
rainfall/storm event. aC 1 , OR Provide Engineer's
3. Details&Sectional Drawings for stormwater practices are required for approval. that the drainage has beF?n installed te Code.
Items requiring'details shall include but not,be limited to:
a. Erosion& Sediment Controls. 00 STGnF
b. Construction Entrance&Site Access. 0� _ `
C. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.)
CONTRnt PIAN
d. Leaching Structures (e.g.infiltration basins,swales,etc.) a. e: - a
pprove y:
FORM # SWCP Cheek List-TOS JAN 2014
Tdwu ELA AmexTelephone(04 7a-1802-
5MahMot
1179
Aow6w,NY 11971(09so
TOWN Or, SOUTH-OLD
d6'+1 A9r H,��C�StiAdV� � _
REQUESTED BY: 0
Company
Ll6ense:Mat:
Address: A
honep�y
No-9
i
JOB-SITE INFORMATION'.! ( ndi tes required irtforma$lon)
*Ad-dress: �R/S �9i2=ci o�y 2a
*Cross Street: OJT!
*Prone No.: - 4-- v�5 G _-Z �8
' c Mapw1 Section: t®eta Lot
*BRIEF DESCRIPTION OF W- RK(Pleases PInt Oleidy) t
C. o ago
tz
kL-
• VoiarmGluts A97hat Apply.)
Ift j Cady fog°inspect®n. YESI NO. Rough In:" ' Fhaji-
t y6u need a Temp te: NO =
T6mp•tn mon(If.needed}
*Berm s 3 h 900 150 _ 200 30Q' ; - 350-- 400 ®fiber
*New.S I� und. Number of Meless change of Service Ovetftead
AddMonaf l o af• - PAYMENT DUE WITH-APPLICA-TION
8 2014 �iAT90N
BLDG.DEPT.
TOWN OF SOUTHOLD
4
n
IR C CAR
CMNER STREET j ' VILLAGE �. DISTRICT SUB. LOT
��{^���� - r.—� � � ...,. Q t'C, � �j 'j�✓ L'I`J $..y �t..-r8dw^,.FC.���""°,,y,a�`�.,,,�,r�...:,y� jj dP f f✓ J+..,,.,!�r�f..F!^- d—�
i••
FORMER
OWNER N E ACREAGE
�,
—
TYPE F BUILDING
14
W S
RES. SEAS. VL. ARM COMM. IND. I CB. I MISC.
j6 d
LAND IMPf OTAL DATE REMARKS
61ftt L!WA 1�1
i 11—j
✓ C'� tvg2. 6//-'7/S'S `�jj1)�y�s
— —
t ttU: 1
as � / �I� � �'"� ��t "' � � i- '� '." ...�
NEW NORMAL BELOW ABOVE
._ cue
Farm Acre Value Per Acre Value -
Tillable I
Tillable 2
Tillable, 3
Woodland
Swampland
Brushland
House Plot
r �
Tota 1_
ffilitry
■■■■■■■fiiiMOMMinM�'i"i■■■■■
■■■■■■■■■EM■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■
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Will
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1,189
SITE DATA
lOT/F° WA.�TERS
SCTM ## 1000-083-02-20.1
539'00'00"E 238.00'
® PROPERTY: 9915 OREGON ROAD
CUTCHOGUE, NEW YORK 11935
NOTE: -
_ _ 361_011 ® < 51TE 15 E55ENTIALLY PLAT. OWNER: WILLIAM BRAMBLE III
_I )-< INSTALL TOP OF FOUNDATION CHRISTINE VON AESCH
. — LU � - . .. _.. �12" ��OVE�EXISTING GR,�DE:-.
327 W 11 STREET APT 4W
BACKFILL .TO SLOPE AViAY - NEW YORK, NEW YORK 10014
I I � � _
FROM FOUNDATION. SITE: 40,000.57 SQ. FT. = 0.9183 AC.
I— -- - - - - - - - -- --- I T] o AREA
I
I
AREA OF LAND DISTURBANCE. ZONING: AC
NO CLEARI N6 REOU I RED. w
I ( DkN–A _I I PROVIDE L4INN SEEDING AT
CONCLUSION
OCATION MAP
I \ I �
I SOIL I "qti °C >'°
STOCKPILE ' I �- }
s�o o z
AREA l LU^
19 I +5O' I D O o`iC 0,
-I511W
-® / _
SIDE YARD
I o I PR®P®SED � 0UNDERGROUND yo ��SF-T5AG1< , I o
20°—O�" ELECTRIC., LINE R Cl Cl)
� _ •
IPROJECT
SITE o M
- - - -- �O WWa
IO O
U) �
I - C00
m z
w � �
v W
EXIST 0
+50' DECK
LU
NF
MA UCOTEL
+50"
'f EXISTING DRIV`EWAY
1 'A �•
W -j.
• Q N t7
U.I.' N V r
'APPROVAL OF STORMWATER MANAGEMEN'(
CONTROL PLAN -Town Code a r 236
Approved by: a
DRAINAGE INS ECTIONS ARE REQUIRED
/ \ ; Contact TOS Engineering at 765-1560 before
Backfill, OR Provide Engineer's Certification �P��OF NFw
CONCRETE VNA5HOUT AREA t� � that the drainage has been installed to Code.
0p S C. SG
�Op�
\ I �taSiaN SEDTMEN"t CONTROLS
Shall include but not be limited to: Y4-
w 3 A well maintained Construction Entrance,
-od STAE31LIZED CONSTRUCTION0 Wire Backed Silt Fencing,stabilization &
ENTRANCE/STAGING AREA Seeding of exposed and/or inactive soils,
PROJECT NO.:HOLF—
Z X
NO SCALE DRAWN BY:
UT
TEST HOLE DATA
CHECKED BY: TCS
4.0 FT. LOAM OL DATE:
- 4124/13
N39'00'00"W
238.00' SCALE:
SAND AND GRAVEL t-- ill = 10'-0,9
TO MEDIUM SAND SW SHEET TITLE:
17 FT.
COMMENTS: NO WATER ENCOUNTERED SITE PLAN
D U C K .P ® N, D R ® A D
DRAINAGE CALCULATIONS
AREA OF NEW STUDIO
DRY WELL AREA . x RAINFALL x RUNOFF FArTOR
SHEET NO:
(DN-A) 648 SF x (2/12 FT.) x 1.0 = 108 GU. FT.
USE: (1) S' DIAMETER x 4' HIGH POOL
SITE LA
SCALE: V = I 01-W ? (I) 8' X 4' STORM DRAIN RING = 168.q ICU. FT.
PROVIDED REQUIRED
3
168.1 GU. FT. > 108 GU. i=T.
CONSTRUCTION DOCUMENTS
v
GENERAL STORMWATER POLLUTION PREVENTION NOTES
PERMANENT STORM WATER RUNOFF CONTROL MEASURE
SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE
Development activities for this project will consist of:
1. Installation of temporary erosion control measures (silt fence barriers), see detail 3-SP2
TOP OF EXISTING 2. Clearing of trees and brush in areas shown on Site Plan
GRADE 3. Installation of the driveway stabilized construction entrance, see detail 2-SP2 UJ
UJ
CAST IRON FRAME AND COVER 4. Excavation fora new building foundation (+/- 3 ft below finished grade) 3
TO GRADE (AS REQUIRED) 5. Construction of a new foundation
6. Construction of the new residence V
TRAFFIC SLAB (SEE Z
PLANS FOR LOCATIONS) 7. Site grading from the public road to the area around the proposed building ® Z
6. Construction of underground electric and utility lines from the utility pole at the road to the new building 0
LU
w
9. Construction of a new underground water line from the public water main under the road to the new residence LL
iUJI
10. Installation of the septic system 0 ® M
— = 11. Installation of on site drainage structures (permanent storm water runoff control measures), see detail 1-SP2 Z 0
12. Installation of underground piping from gutters and downspouts to the drainage structures _
13. Filling and grading of soil above drainage structures V♦ 0
® 46" HIGH x 416" DIA 14. Construction of new driveway and parking areas including grading and driveway surfacing � � f—
® ® ® ® 4 P1 ® ® ® DRAINAGE BASIN 15. Installation of new landscaping plants, lawns
✓° min ® ® ® ® ® ® ® ® ZJ . 16. Removal of the temporary erosion control measures m u
BACKFILL SITE DATA LU Q
Q ® ® ® ® ® ® ® ® Q- MATERIAL TO Site Area: . 155,276 sf = 3.565 ac o 0
® ® ® ® ® ® ® ® ® Soil Classification: See test hole
BE GLEAN SAND V)
® ® ® ® ® ® ® ® AND GRAVEL Receiving Waters: Long Island Sound C0 Z
IQ Contractor: N/A �jJ 0
d- V 0
GLLJ
R0Uh1D YVATER _ POLLUTION CONTROL MEASURES L)
In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment 0
•
control measures including, but not limited to, the following shall be employed during construction:
PERMANENT STORM WATER A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall U W
STABILIZED CONSTRUCTION ENTRANCE NOTES: RUNOFF CONTROL MEASURE remain undisturbed. Z
STORM DRAINAGE RING TYPICAL B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are
7 exposed. A maximum of 1 acre shall be disturbed at one time unless written permission Is granted by the NYSDEC. Graded
1. Stone size - use 2 inch stone, or reclaimed or recycled No SCALE and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in
concrete equivalent. pP P 9 p rY 9 q
accordance with the soil conversation service recommendations.
2. Length - not less than 50 feet (except on a single residence lot where 30 - C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are
foot minimum length would apply). completed, or if construciton on an area is suspended, the area shall be seeded immediately.
a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps.
3. Thickness - not less than six (6) inches. :w_ b. Soil Amendments r
50' MIN COMMERCIAL
4, Width -twelve (12) foot minimum, but not less than the full width at points} 50' MIN REIDENTIAL 'I. Lime to ph 6.0 ,� Z,
2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.)
where ingress or egress occurs. Twenty-four (24) foot if single entrance to c. Seed Mixtures
°
site. EXISTING ® Temporary seedlings n• a o
EXISTING 1 Taemp e � .�
R e rass annual or perennial) 30 lbs. 000 s -
5. Geotextile -will be placed over the entire area prior to placing of stone. GROUND PAVEMENT b: Cert fled "Aroostook"winter rye (cereal rye per acre (0.7 lbs per 1, q. ft.) -- LU
z
) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in . Z
6. Surface water - all surface water flowing or diverted toward construction _ October/November. M L=
L1
shall be piped beneath the entrance. if piping is impractical, a • '` �� 2. Permanent seedlings - See Landscaping plans LLI• a N = j
mountable berm with 5:1 slopes will be permitted. D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from 5 M
cleared slopes.
FILTER MOUNTABLE BERM W co
7. Maintenance - the entrance shall be maintained in a condition which will E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems.
2°° STONE OR CLOTH (OPTIONAL)
prevent tracking or flowing of sediment onto public rights-of-way, all PROFILE Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until
sediment spilled, dropped, washed or tracked onto public rights-of-way REO%rOLED GONGRETE construction is complete.
must be removed immediately. F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The'
50' MIN COMMERCIAL construction entrance shall be maintained until the siteis permanently stabilized. Any sediment tracked onto public roads to be
8. When washing is required, it shall be done on an area stabilized with 50' MIN REIDENTIAL removed or cleaned on a daily basis.
�P�E OF NFtV
stone and which drains into an approved sediment trapping device. G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be 5 Ps C. S '0
protected from sediment buildup through the use of appropriate Inlet protection.
9. Periodic inspection and needed maintenance shall be provided after each --
H. Appropriate means shall be used to control dust during construction.
rain. I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be
{
cleaned and flushed as necessary. �'�
J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections 09
must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance
i ,; f : ; .:• :- W measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of
PROJECT NO:
:. .,� ;• : ' ='ti : ' r : �•. :' :�- ..'s ; sediment barriers, repair of berms and runoff diverte p rt ',,and cleaning and repair of inlet protection devices.
EXISTING ;::�� ..°` "� ' ` ' ;. : �: �° K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris DRAWN BY: UT
: = and
GROUND a :' .:�' :::: : 'q. :.ti' �.• p toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as
shown on Site Plan along with'the place CHECKED BY:
. .�. ;: ,.�` , . 't•' ,.:�. =:• . :,= •4' • • 4: ,� � placement of dumpsters to control the buildup of debris. The contractor shall periodically TS
clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. DATE:
j 3/25/14
W The contractor will report any required modifications to the'SWPPP necessitated by field conditions or construction activities to SCALE: NTS
12' MIN. OR MATCH the Engineer/Architect for revision of the SWPPP where appropriate.
ADJACENT ROAD Y41DTH �' { p SHEET TITLE:
PLAN DESCRIPTION OF CONSTRUCTION -AND WASTE MATERIALS STORED ON SITE
Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete SWPPP
septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and DETAILS
siding materials, lighting fixtures, plumbing fixtures), gypsum wallboard, batt and rigid insulation, piping for plumbing, outdoor
10' MIN. paving materials. & NOTES
Waste materials shall include demolition materials from the existing building structure, unused building materials and products,
trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily
STABILIZED CONSTRUCTION ENTRANCE stored and dumpster shall be emptied weekly by a private carting company. `
2 No SCALE EROSION&SEDIMENT CONTROLS
Shall include but not be limited to:
A well maintained Construction EntranedA SHEET NO:
Wire Backed Silt Fencing,stabilization 9i
APPROVAL OF STORMWATER MANAGEM��1� Seeding of exposed and/or inactive soils.,
CONTR L PLAN
N J�To n Cod ter 236
i
Date:
`t "' DRAINAGE INSPECTIONS ARE REQUIRE19
Approved y act TOS Engineering at 765-1560 befti�'�
_ e Contact
---.Backfin}l Cil-P'rovid'e Engineer's Certification
>htth@d'rainage bas been installed to Code.
BUILDING PERMIT SET
OI✓�tC� '
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236 -SITE DATA
APPROVED AS NOTED
OF THE TOWN CODE. NIF '64'ALTERS
y SCTM # 1000-083-02-20.1
DATE: B.P.�# �OleQv 238.00'
FEE: nr:_,��.
® _� PROPERTY: 9915 OREGON ROA®
NOT =Y BUILDING DEPARTMENT AT CUTCF#OGUE, NEW YORK 11935
765 302 8 AM TO 4 PM FOR THE CC�At►P.L Y- ►T ALL Q-0- C OF _ — _ NOTE:
FOL L WING INSPECTIONS: � NEW YORK STATE & TOWN CODES 50'_C�a ® • %3 51TE 15 E55ENTIA�LLY F=LAT. OWNER: WILLIAM BRAMBLE III
1. F 'JNDATION - TWO REQUIRED e < IN5TALL TOP OF F=OUNDATION CHRISTINE VON AESCH
F POURED CONCRETE AS REQUIRED. w e
327 W 11 STREET APT 4W
2. R UGH - FRAMING & PLUMBING Spl�#969�414;v ZEA — A � 12 ABOVE EX15T1 NG GRADE. -
IN -ULATION I S OARD F in 0I E3AGIGF=ILL TO SLOPE AWAY NEW YORK, NEW YORK 10014
4, FIP AL - CONSTRUCTION MUST FROM F=OUNDATION.
0 _ _ — C6 SITE: 40,000.57 SQ. FT. = 0.9183 AC.
to B COMPLETE FOR C.O. $6dt+�9_ Itt I �O AREA
AIL ONSTRUCTION SHALL EET �HE -
ZONING: AC
REQUIREMENTS OF THE COdE OF EW • • ' � �
YORK STATE. NOT RESPONSI-LE I OR --_. / PROPOSED _ AREA OF LAND D15TURE3ANGE. I
DESI J OR CONSTRUCTION RRORS. \ - NO CLEARING REQUIRED.
( DN-A NON—HA�E3ITA E3LE ® I PROVIDE LANN 5EEDING AT
I \ 5UILDIN6 IMAP, Lu
CONCLUSION LOCATION
I 501E
I 5TOGIGfi I LE
f o z
I AREA l I >� �, LL
1_ 19 I +50' � o ®�C c® Lu w
15 ® / _
SIDE YARD I \ ® I PROPOSED � � 'F �ti xCgti� 0 ® �
j IDEBAci� UNDERGROUND I off, Z O
20 O ELEGTRI G LINE
it
DRAINAGE I13
?ECTIONS ARE REQUIRE® \ I _
Contact T' ,ineering at 765-1560 before ,� I PROJECT .�,� O
I
Backfill,
OFl v,Ovide Engineer's Certification I Q� SITE '� Lu L—
that the drainage has been Instahed to Code.
0 0
_ - _ .� I �. >- o
OCC PANCY OR �°
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USE ��� , � � , .. ``.� a� � o
IS UNLAWFUL, �� mj
` � z
WIT )UT CERTIFICA�'I ELECTRICAL 0
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OF 0 'CUPANCY . - INSPECTION E�UISE
EXIST O
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MAUCO TEL
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XiSTINO DRi\/ENAY
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CONCRETE 1NASHOUT AREA S�Ps CN��J0
�0 Sq�G
50-A
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STAB I L I ZED CONSTRUCTION
ENTRANCE/STA61 NCS AREA
z, TEST HOLE- PROJECT NO.: X
NO SCALE DRAWN BY:
UT
TEST HOLE DATA CHECKED BY:
T, TCS
4.0 FT. LOAM OL
.� DATE:
® -
6/3/14
N39000'00"W 238.00'
SAND AND GRAVEL O SCALE:
Igo 101.001
TO MEDIUM SAND _SW
SHEET TITLE: . .
f 17 FT.
a COMMENTS: NO WATER ENCOUNTERED SITE PLAN
ID U C K -P ® -N D ,.R ® A D
DRAINAGE CALCULATIONS
AREA OF NEW STUDIO
DRY WELL - AREA x RAINFALL x RUNOFF FACTOR SHEET NO:
SITE (DN-A) 648 5F x (2/12 FT.) x 1.0 = 108 CU. FT.
USE: (1) 8' DIAMETER x 4' HIGH POOL
SCALE: 7 '� O��o�� (1) 8' X 4' STORM DRAIN RING = 168.01 .CU. FT.
PROVIDED REQUIRED
' 168.1 CU. FT. > 108 CU. PT.
CONSTRUCTION DOCUMENTS
I
181_0" W-O"
TW21 52*
/ W
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O 5WITCHABOVEI ~<
BELOW I I
DN \ I I I I
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f � i1 I I I I WW
OPEN ABOVE r. O
OPEN BELOWcl)
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C I I _
(2)Ilr� LYL uj �-
UP
/ YELLOW PINE STAIR ': I I >
/ w/2x4 OPEN RAILING uu Q
I J ce
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VELUX O \
#2230 I I THIS. GONG. FOJNVATI ON AALL I ' : I W
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CAST IRON WOOD STOVE I I I ( Q O
\ „ w/NON-COMBUSTIBLE SURF GE ON FRAME
WALL, MR MANUFACTURE" nIR>=cTloNs a x1C" POURED GONG. 1=OOTING y r
\ _ AND PER NYS cove
o ® ® R I NI=ORGD w/(2)#5 OONTIN. W
W
R�I3,�R ON UND I STUR�E17 SOIL ® I I z
m I I "
S6 BELOA GRADE
ti 570 (5STUDIO
I I I yf.
%N` PLYWD. SUBFLR ON :: I:2' @ 16" O.C. =� I
4H
t
4" THK. REIM=.�.ONG. 5LA5 ON GRADE
TRIPLE INSULATED FLUE, INSTALLED
PER MANUFACTURER'S DIRECTIONS i
4 NYS GORE 2x4 ® I6" FRAMED WALL, w/NO
/ INTERIOR FIN15HE-5 -
Z.
Ob
VELUX c�
_ I _ffp I �� . I •x i T
L#223013
—1 I x \ / ;r
_
2x12 +16" FLOOR JOISTS ABOVE a z
2x8®I6" ROOF RAF RS ABOVE
w/2x6®32" COLLAR IE5 ® 'I'-O" ABOVE FIN. FLR.
�(3) 2x4 POSTI—
/ (TYP) I `
ED WALL w/NO (5) :2x4 POST
2x4 I6 FRAM ,
INTERIOR FINISHES 4X ( ) I I
L_
(2)2x10 HDR. .•ii; riL. i:r •' .r _ •t,,. '<:.r. •a ••'"
i,
TW21052* TW21052* HW30611 FHW6 611 FHW30611
�P�E OF N, �k p
�fl-O" QIP" � S C. Sg2iG0p�
41
LOFT PLAN FIRST FLOOR PLAN FOU N DATION ,, PLAN. PROJECT NO—SCALE: 3/8" = 1' -0'° SCALE: 3/8" = 1; -0" �2,1
SCALE: 3/8'° = 1' -0" ,
DRAWN BY:
540 gross sq•. ft. / 540 gross sq,. ft. TCS
I
CHECKED BY:
UNDERGROUND LINE TO MAIN DATE:
PANEL IN HOUSE — 2/19/14
SCALE:
3/8" = 1'-0"
SHEET TITLE:
ELECTRICAL' LEGEND
BUILDING
DUPLEX REOEPTAOLE OUTLET
PLANS
`I GROUND FAULT I NTERRUPTOR OUTLET
N HIGH HAT FIXTURE
SURI=AOE MOUNTED OE I L I NG FIXTURE
SHEET No:
I- - SURFACE MOUNTED NALL FIXTURE
SAITOH
CONSTRUCTION DOCUMENTS
W Lu
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LLWw
z _ cr
cl) D
TRIPLE INSULATED FLUE, INSTALLED PER
MANUFACTURER'S DIRECTIONS � Lu
E NYS CODE
I � �
w
300# ASPHALT SHINGLE ROOF ON 30# V w
BLIP& PAPER ON %u PLYWD. DECKING
VELUX 22"x30° FIXED
SKYLIGHT #2250 _ o
Ixb VERSITEK FASCIA/RAKE BOARD
W
Ll i
a
VINYL 5Y5TEM CORNER BOARD-11
TW21052* TW21052* Lu
ANDERSEN WINDOWS w/Ix4
~- W3 W-5 VERSITEK CASING
SECOND FLOOR — -
Z.
CD
°CEDAR IMPRESSIONS" VINYL
SHINGLE SIDING ON HOUSE WRAP o o
ON V PLYWOOD SHEATHING W J. 2
W Z
Lo
j FH W10611 FH M60611
FH NEC1
_-- -- FIRST FLOOR
Jjjj
oJjjj
o �E OF NF�
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OOPS S�� O��
�— FOUNDATION BEYOND
- - - - - - - PROJECT`NO
DRAWN BY: TCS
i
CHECKED BY:
DATE:
WESTELEVATION SOUTH ELEVATION 2/'19/14
SCALE:
SCALE: 3/8" = 1 V -0" SCALE: 3/8" = V -0" 3/8" = 1'-0" I,
SHEET TITLE:
BUILDING
ELEVATIONS
SHEET NO:
' I
CONSTRUCTION DOCUMENTS
WIND-BORNE DEBRIS PROTECTION FOR OPENINGS 140TSTRUCTURAL REVIEN E3"r STEVE MARESCA, PE
FOR WALL OPENING PROTEGT1 ON OF 120 MPH 3-SEGON� WIND OUSTS 188-0�7 WAST MONT�UK �}I G}��I�Y, HAMPTON ��YS, NY I I���
ll PHONE 6S 1 -72a r-1400•80
'
( MAXIMUM MEd"t
//�� N ROOF HE I G#�T: 55) SIMPSON LSTA - .20 SASE
RI06E STRAP - ALL ROOF RAFTERS
or 2 x b TIE ® EACH RAFTER
USE/OCCUPANCY
IN VIEVd OF STRAP. CLASSIFICATION DESIGN CRITERIA:
e SHIELD
NON-HABITABLE ACCESSORYSHUTTER ASSEMBLY REQUIRED 24�E0
N.T.s.
DE516N IN ACCORDANCE WITH AMERICAN
FOREST PRODUCTS WOOD FRAME LL,I
FOR PANEL SPANS: o < 4'0 WIDE SPAN ° 1 � � \
23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I HEIGHT CONSTRUCTION MANUAL PORI + 2 FAMILY HOUSE PRESCRIPTIVE METHOD
u
(OVERLAP AROUND OPENINGS 4") I 1 TER>ATE LOSITTIIIOEN OF 722 '-0" D
MAXIMUM
ASSEMBLY: �!,- I � 51MPSON H3 GROUND SNOW LOAD - �5 PSE.
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I I FIRST LEVEL - �I.O PSE. L.L.
#10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I i
WOOD SCREW @ 16" o.G. AREAS RAREAS5 - 40 PSE, L.L. z
51MPSON H2 HURRICANE 0 z
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I 1 " CLIP NAILED. FROM BEDROOMS - 30 PSI=. L.L.
#10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) I RAFTER TO STUD. -
I NIND -
N SPEED 120 MPH
T1rPlc,4,.- ALL RAFTERS FIRE AREA W
LL UJ
MACHINE BOLT 12" O.G. �-\ I 5 - 6d NAILS EACH END R cjID INC X SEISMIC DESIGN G>4TEGOR`t' - B
i WEATHERING - 5EVERE
EXTEND'O POLP Or- TOP D T® - PROVIDE Od COMMON ER05T LINE DEPTH - 36"
PLATE. NAILS ® 4 O.C. AT O
- ( EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVY C, � 3:\ I
SITHI TYPE OF CONSTRUCTION DECAY - SLIGHT V
GONVENTI OVAL L I GIST FRAME W00D ICE SHIELD UNDERL4YMENT REOUIRED - YES UJ I-
I I M
GO
,II INSTRUCTION
ULTlPLE SECTION ASSEMBLY:
I I I I 1/4" THICK BOLTS @) 2' 00
GENERAL NOTES UJ Q
0 O
I I I. ALL WORK 1 MATERIAL AND EQUIPMENT SHALL BE
1 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY 1 I ACCORDANCE WITH TN HE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE
I I I i I I PLYWOOD SHEATHIN°5 BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT of HEALTH. z
TO OYER LAP BOX CONSERVATION CODE, AND LOCAL AUTHORITIES.
i4. THIS STRUCTURE HAS - BEEN DESIGNED IN
ilk I I I� BEAM- TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A E ACCORDANCE WITH THE NEW YORK STATE ENERGY 0
I I I I ! I SIMPsoN MST27 MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. W
I 1 1/2' AIDE - 20 SASE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL
�'�
I I I I , ' ' STRAP 946" 00• LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. L/
I 1 I I I DOUBLE TOP 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL
16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE O
SHUTTER-AS S E M B LY STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL , DESIGNED AND SPECIFIED BY OTHERS.
. . � x b ®I b" O.C. PLATE - � - .
N.T.S. I , I ' I I I 1 STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. I'7. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE
FOR PANEL 5PAN5:4° OR WIDER SPAN i I I I' 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM
I FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT.
A-325 BOLTS, 3/4 DIAMETER. L
23/32" APA SPAN-RATED 48/24 SHEATHING GRADE .PLYWOODI I 1 1 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND z
(OVERLAP AROUND OPENINGS 4") I I I I WRAP + NAIL STRAP i VERIFIED BY CONTRACTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER
2x4 STRONG-BACKS ® 24 OG I�- IoJ - AROUND SILL PLATE 4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER.
ASSEMBLY: ( I I AT ANCHOR BOLT FOUNDATION HAS BEEN. DESIGNED FOR A SOIL Ig. DO NOT BACKFILL AGAINST FOUNDATION WALL5
BEARING CAPACITY OF TWO (2) T5F AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE.
1). PREASSEMBLE PLYW00D TO 2x4"5: # lox3" (w/ WASHERS) GALVINIZED OR I 1 I IW2"WDE -- 20 6A6E LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT
METAL STRAP ®48' OG.
STAINLESS STEEL WOOD SCREW a 12" O.G. I�- THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. ,PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL
2). ATTACHING STRUCTURAL PANEL: FA5TEN TO BUILDING w/ NAIL SHEATHING TO SILL PLATE CONCRETE 5LABS 'TO' BE COMPACTED To g5% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR
:.:'c?,�: bd NAILS a 4" O.G. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. ad Z s o
#10x3" (w/ WASHERS) GALVANIZED CaR STAINLESS STEEL � " � � '
WOOD SCREW @ 16" O.C,
`'' '�• 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND y •
ALTERNATIVE FASTENER FOR 5HUTTIER TO BUILDING: 2 _ �, ��, �i. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE M
2 x b SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY
#10 TEE NUTS ATTACHED To BLDG. v^►/ #IOxI-I/2 ( W/ WASHERS) :_ �=` ACQ TREA•�, SUPPORTED BY DOUBLE UPRIGHTS g.0 FT AND OVER
BY TRIPLE -UPRIGHTS. ALL HEADERS To BE NEW YORK STATE BUILDING CODE.
FOMACHINE E30LT 9) 12" 0.0.
R FOUNDATION Dw6. w MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. woos
>
X. h 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION To w J
FOR DE516N_ � 5/8" x 12" A.B. ®4b' OG.
,
rLr= �_ FENDER 8. PROVIDE FIRE5TOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT W W. w WINDOWS - GLAZED OPENING `•� PENETRATIONS a z
NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE v RE
PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. g. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED .4 w�S Lo
IN ACCORDANCE WITH LARGE MISSILE TEST OF CHIMNEY5, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERGoNNEGTED SMOKE ALARMS. w .<C40 0
A5TM E Iga6 AND OF ASTM 1886. AND DECKS ETC.. 0 W
CONTRACTOR MAY USE WOOD STRUCTURAL PANELS X 4
IN LIEU OF THE ABOVE MENTIONED WIINDOWS. 25. THE NY5 CODES AL50 APPLY TO ACCESSORY
PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWIN65. STRUCTURE DESIGN. vM
HARDWARE PROVIDED. FA5TENER5 TO BE DESIGNED TO
CRITICAL LOAD PATH I1. ARCHITECT NOR ENGINEER 15 NOT RE5PON51BLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD
PANELS TO BE MA NTAINED ON SITE.
+SILL PLATE.E. 5HALL' COMPLY K NY550 CHAPTER #2304.x.6 FOR THE INSPECTION OR SUPERVISION OF
LABEL LOCATIONS ON EACH PANEL. THI5 CONSTRUCTION PROJECT. FEDERAL, STATE
AND LOCAL ZONING AND BUILDING CODE COMPLIANCE
SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
OF NFA,
�O�p S C. Sg2iG
NAILING SCHEDULE FRAMING NOTES
TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. • : PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4"' o j
4 PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR X8350A
BETTER o.c. EXTERIOR EDGES AND 6 d @ 12" o.c.
o SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL, SIZES INTERMEDIATE.
- h 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING PROJECT NO:
®
RAFTER/TOP PLATE ` 3-8d (TOE NAILED)' MIN. THICKNESS OR AS NOTED. G SHALL BE BY ARCHITECT. 1201
o to CEILING AND WATERPROOFIN
JOIST/TOP PLATE 3-8d (TOE NAILED) 3. ALL 5UBFLOORING TO BE APA RATED STURD-I-FLOOR,
DRAWN B
- CEILING J015T/PARALLEL RAFTER '7-I66 (PAGE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE
a CEILING J015T LAPS OVER PARTITION 1-I6d (FACE NAILED) PLYWOOD TO BESET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE UT
COLLAR TIE/RAFTER 2-8d (ea. end 1,-1/4" straip) NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. GONNEGTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY:
SABLE ROOFS - - - BLOGKING/RAFTER 2-8d (TOE NAILED)
o TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS
Flo _ RIM BOARD/RAFTER 2-I6d (END NAILED) 4• ALL HEADERS 6°-0°° AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER
TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) WITH DOUBLE UPRIGHTS, g'-O" AND OVER WITH •
o TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) MINI MUM UPRI&HTS. ALL HEADERS
OF 2X8 OR AS SHOWN ON SHALL AWINGE A
CONNECTIONS.
a -- - STUD/STUD 2-Ibd (FACE NAILED) 15. ALL PRE-ENGINEERED LUMBER SHALL .BE GEORG •
' h IA
HEADER/HEADER I6d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS , AND LVL
- I®� ® �,`�® J ) L IDE .Y. ,4 PRODUCTS OR EQUAL. ALL JOI5T5 GIRDERS AND
TOP or BOTTOM PLATE/STUD :2-16d (END NAILED) BEAMS AS PER N S CODE OR AS NOTED
BOTTOM PLATE/FLOOR 01ST 2-I6d (PAGE NAILED - ..
® 8°-O'° O.G. MIN. PROVIDE 2" SPACE FOR AIR- HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED ET TITLE:
SHE
CIRCULATION IN ROOFS., -
j o JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB
BRIDGING/JOIST 2-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL
7hl stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4"
BLOCKING/JOIST 2-Sd (TOE NAILED)
100< = ROOFS BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR �+ Q
0 lo° ® �45 ® '7. DOUBLE US FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION O!F NOTES
100< o c3o LEDGER LED&ERvB 3-I6d (PAGE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE
JOIST ON LEDGER/BEAM 3-Sd (TOE NAILED) AS PER MANUFACTURERS DETAILS
-- PROVIDE bd COMMON NAILS ® 4' O.C. BAND JOIST/JOIST 3-I6d (END NAILED) •
AT HIGH PRESSURE ZONE - 6" O.C. 8. ALL FLUSH WOOD CONNEGTION5 SHALL BE FASTENED RECOMMENDATIONS.
HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 2-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY
►o° o ('so O I PLYWOOD ROOF DECKING 8d ®4" O.G. EDGES ®8" O.C. FIELD 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA.
STRIP SHEATHING 8d ONE/RAFTER) "TECO" OR APPROVED EQUAL.
( GALVANIZED MACHINE BOLTS @ 12" O.G.. SHEET NO:
' PLYWOOD WALL SHEATHING 8d ®4" O.G. EDGES "
. PROVIDE ad NAILS ® 4°' O.C. AT PERIMETER INTERIOR , ®8 D.C. FIELD q. NAILING SCHEDULE SHALL BE A5 PER THE N.Y.S.
PORTIONS OF PANELS IN HIGH FRE55URE ZONES. PLYWOOD SUBFLOOR DECKING 8d 06" O.G. EDGES, ®12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING ;IS AN INSTRUMENT PREPARED TO
NOTE : a = 4 FT. IN ALL GASES
SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE
COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND
OWNER.
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GENERAL STORMWATER POLLUTION PREVENTION NOTES
PERMANENT STORM WATER RUNOFF CONTROL MEASURE
SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE
Development activities for this project will consist of:
1. Installation of temporary erosion control measures (silt fence barriers), see detail 3-SP2
TOP OF EXISTING 2. Clearing of trees and brush in areas shown on Site Plan
3. Installation of the driveway'stabilized construction entrance, see detail 2-SP2
CAST IRON FRAME AND COVER 4. Excavation for a new building foundation (+/- 3 ft below finished grade) UJ UJ LU
TO GRADE (AS REQUIRED) 5. Construction of a new foundation
6. Construction of the new residence
TRAFFIC SLAB (SEE 7. Site grading from the public road to the area around the proposed building }-
PLANS FOR LOCATIONS) 8. Construction of underground electric and utility lines from the utilit ole at the road to the new buildin O Z Z
Y P g LL W
9. Construction of a new underground water line from the public water main under the road to the new residence LU
10. Installation of the septic system
_. 11. Installation of on site drainage structures (permanent storm water runoff control measures), see detail 1-SP2 Z 0
12. Installation of underground piping from gutters and downspouts to the drainage structures Q
13. Filling and grading of soil above drainage structures J
48 HIGH x Q611 DIA 14. Construction of new driveway and parking areas including grading and driveway surfacing
_
3° rein DRAINAGE landscaping BA51N 15. Installation of new landsca in plants, lawns _ D
® ® ® ® ® ® ® � � � 0� u
16. Removal of the temporary erosion control measures
SITE DATALU <
_ BACKFILL
MATERIAL TO Site Area: 155,276 sf = 3.565 ac ® 0
Soil Classification: See test hole
� BE GLEAN SAND
® ® ® D;;� ® ® ® ® ® AND GRAVEL Receiving Waters: Long Island Sound Z
Contractor: N/A
0
GROUND MATER - _ POLLUTION CONTROL MEASURES 0
In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment O
- -
g, he following shall be employed during construction:
control measures including, but not limited to, t
PERMANENT STORM WATER A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall U
STABILIZED CONSTRUCTION ENTRANCE NOTES: RUNOFF CONTROL MEASURE remain undisturbed. Z
B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are
1 STORM DRAINAGE RING TYPICAL _ exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded
1. Stone size - use 2 inch stone, or reclaimed or recycled No SCALE
concrete equivalent. and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in
a accordance with the soil conversation service recommendations.
2. Length - not less than 50 feet (except on a single residence lot where 30
C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are
foot minimum length would apply). completed, or if construciton on an area is suspended, the area shall be seeded immediately.
a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps.
3. Thickness - not less than six (6) inches. b. Soil Amendments .
50
t MIN COMMERCIAL ; 1. Lime to ph 6.0
4. Width -twelve (12) foot minimum, but not less than the full width at points 5®° MIN REIDENTIAL r_ °5 Z.
2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) • o
where ingress or egress occurs. Twenty-four (24) foot if single entrance to °°
site. c. Seed Mixtures U
r
EXISTING _® EX15TING 1. Temporary seedlings J M• o
ft
000 1
7 lb
per acre (0
perennial) @ 30 lbs
Ryegrass (annual or PAVEMENT a
GROUND . p . p . s per , sq. .) }
5. Geotextile -will be placed over the entire area prior to placing of stone. _ WJ
b. Certified "Aroostook"winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in R Z
6. Surface water - all surface water flowing or diverted toward construction
October/November. o
h 2. Ptans U)ermanent seedlins - See Landscain
entrances shall be piped beneath the entrance. if piping is impractical, a Y . `�' = ' ' •' ' r g p 9 p w• CM
mountable berm with 5:1 slopes will be permitted. -� I, ,� �-� �-�I� 0 r D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from
a cleared slopes.
FILTER MOUNTABLE BERM (A In-
7. Maintenance - the entrance shall be maintained in a condition which will E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems.
prevent tracking or flowing of sediment onto public rights-of-way,, all ' 2 STONE OR CLOTH (OPTIONAL)
p g g p g y PROFILE - Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until
sediment spilled, dropped, washed or tracked onto public rights-of-way RECI`CLED CONCRETE construction is complete. .
must be removed immediately. F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The
�O' MIN COMMERCIAL t construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be
• 8. When washing is required, it shall be done on an area stabilized with 50' MIN REIDENTIAL
removed or cleaned on a daily basis. •cE of NF��
NS C.'s, 0
stone and which drains into an approved sediment trapping device. � - G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be �
9. Periodic inspection and needed maintenance shall be provided after each .
protected from sediment buildup through the use of appropriate inlet protection.
H. Appropriate means shall be used to control dust during construction.
ram. _ L' Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be
}' ® cleaned and flushed as necessary. FR�o�'
J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections
must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance
+ PROJECT NO:
measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of
barriers, repair of berms and runoff diverters and c and repair of inlet
't �. . ;L.• � •. sediment ban-ie s leaning a p protection devices.
Y " ,. : �L e .:. • .t L .:. . 1 . �'.' K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and d DRAWN BY:
EXISTING a.. L ` " �., A�
`` 9 debris and UT
. :; °, _ toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as
GROUND • . •~- ,: ' . 'r,° '3- ..L.. .` - "t..' .,� '.� • 't,"• ,•. �
shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall
CHECKED BY:
;$~ - ." •�., .�� .Y. , : . � = � p periodically TS
Z clean up any debris accumulated along the temporary fence and empty the dumpsters regularly.
L _ •�:''. :.. 1=. - DATE:
3/25114
' j� The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to SCALE:
NTS
12° MIN. OR MATCH t11 the Engineer/Architect for revision of the SWPPP where appropriate.
-L
ADJACENT ROAD YOU DTH
SHEET TITLE:
�'� DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE
Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete SWPPP
septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and
DETAILS
j 10` MIN siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor 1
' paving materials. & NOTES
Waste materials shall include demolition materials from the existing building structure, unused building materials and products,
trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily
2 STABILIZED CONSTRUCTION ENTRANCE stored and dumpster shall be emptied weekly by a private carting company.
AIM
NO SCALE
SHEET NO:
i
i
I
BUILDING PERMIT SET