HomeMy WebLinkAbout37397-Z gUFF04 Town of Southold Annex 4/1/2013
P.O.Box 1179
54375 Main Road
v Southold,New York 11971
y��l
CERTIFICATE OF OCCUPANCY
No: 36186 Date: 4/1/2013
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 280 Basin Rd, Southold,
SCTM#: 473889 Sec/Block/Lot: 81.4-19
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
7/17/2012 pursuant to which Building Permit No. 37397 dated 7/26/2012
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-HABITABLE UNHEATED ACCESSORY TWO-CAR GARAGE WITH STORAGE ABOVE AS APPLIED
FOR
The certificate is issued to -Mazza,Joseph&Mazza,Laura
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 37397 03-06-2013
PLUMBERS CERTIFICATION DATED
Auth razed Signature
S�FEat,r�,
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 37397 Date: 7/26/2012
Permission is hereby granted to:
Mazza , Joseph & Mazza, Laura
8 Longview Rd
South Salem, NY 10590
To: Construction of an Accessory Structure;
2 Car Garage with Storage Loft, as applied for.
At premises located at:
280 Basin Rd, Southold
SCTM # 473889
Sec/Block/Lot# 81.-1-19
Pursuant to application dated 7/17/2012 and approved by the Building Inspector.
To expire on 1/25/2014.
Fees:
CO -ACCESSORY BUILDING $50.00
ALTERATION OF ACCESSORY BUILDINGS $328.80
Total: $378.80
Building Inspector
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 DepL 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.2110 of 1% lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a.certificate
of Code Compliahce-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 cpmpleted 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,.A1terations to dwelling$50.00,
-_ Swimming pool $50.00,Accessory bu-ilding$50.00,Additions to accessory.building$50.00,Businesses$50.06
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-
vew Construction: Old or Pre-existing Building: ' (check one)
1,oeation of Property: 0 a"A �0
House No. Street Hamlet
)wnir or Owners of Property: 0
lutffolk County Tax Map No-1000,Section Block I Lot
lubdivision Filed Map.
• Lot:
'emiit No. 91 Date of Permit. Applicant:
14eaith Dept.,Approval: Underwriters Approval:
11anning Board Approval:
request for: Temporary.Certificate Final Certificate: (check ne)
ee Submitted_ $ '�
P�
ppl nt SiLmature
SUFFO�,�
Town Hall Annex p� CQ�� Telephone(631) 765-1802
54375 Main Road o .- Fax (631) 765-9502
P.O. Box 1179 o
Southold, NY 11971-0959 y�jQl �y0 roger.richertCcD town.southold.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Mazza
Address: 280 Basin Rd City:Southold St: NY Zip: 11971
Building Permit* 37397 Section: 81 Block: 1 Lot: 19
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: SBA: Sea Side Electric Inc License No: 5166-e
SITE DETAILS
Office Use Only
Residential x Indoor x Basement Service Only
Commerical Outdoor x 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage x
INVENTORY
Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures 5 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 2 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel 100a A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect 11 Switches H Twist Lock Exit Fixtures TVSS
Other Equipment: garage With loft
Notes:
Inspector Signature: Date: March 6 2013
Electrical Certificate.xls
23z'il
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
NSPECTION
FGUNBATIGN 1ST [ ] ROUGH 'LaG.
] FOUNDATION 2ND [ ] INSULATION .
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL -
REMARKS: C
DATE INSPECTOR �,
r4F SO�ryo! _.
N 1C
c0UNT1,�
TOWN OF SOUTHOLD BUILDING-DEPT.
765-1802
INSPECTION
[ ] F UNDATION 1ST [ ] ROUGH PLBG..
[ FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRI FINAL)
REMARKS:
IV
DATEJ/
INSPECTOR
pF SO(/Ty��
G �
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOU ATION i.ST [ ] ROUGH' PLBG.-'
[ ] F UNDATION 2ND. [ ] INSULATION
[ i FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] L (FINAL)
REMARKS:
DATE /i"-/l7
INSPECTOR
hO��pf SOvii,JL
f` �nufm
�v OF SOUTHOLD BUILDING DEPT.TOWN
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION .
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
��ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE �� ! 7 INSPECTOR ~
q SO(/T�O L -37.57 � -
coy,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION -
I FOUNDATION 1ST [ ] RO G.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION I
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL AL)
REMARKS:
DATE �� INSPECTOR
----- -
IN
OF SOUlyo�
4 cou
/ TOWN OF SOUTHOLD BUILDING DEPT.
�w 765-1802
INSPECTION ... .. .
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION ..
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE'SAFETY INSPECTION
[ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL)
REMARKS:
DATE -INSPECTORS`
- 7 pE SO(/T�°!o
cvuMv,��'�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG. .
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (RO GH) [r ] ELECTRICAL (FINAL)
REMARKS:
DATE �� �� �� INSPECTOR '
OF SOUI�o
�y�0UNT1,��
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: �
DATE �.� �' IZ-3 INSPECTOR
FIELD INSPECTIM
ON REPORT DATE COMMENTS
S.
uo
FOUNDATION(1ST)
FOUNDATION(2ND)
y
ROUGH FRAAT[Nq& y
PLUMBING
f
INSULATION PER N.Y.
STATE ENERGY COME
0
V
FINAL
ADDITIONAL COMMENTS
HZ
m
e
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631)765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. 7.537 Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined ` ,20 Storm-Water Assessment Form
Contact: 'n� @
Approved ,20 Mail to: C� IUGZV
DiT ppro
Phone: 7z Y V
Expiration a�,20:ff
f1 I� v�
fE C f� W E Building Inspector
L�
�J PPLICATION FOR BUILDING PERMIT
JUL 1 7 2012
I Date 20JL
INSTRUCTIONS
BLDG.DEPT.
�T WpN F S IITH L pletely 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. &KWIA
(Signature of applicant or name,if a corporation)
(Mailing g ess of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises donea 4 Wrl_It JI lA-7j?IA
(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. f
Electricians License No. W QJ1 J4pU(b'�
Other Trade's License No.
1. Location of land on which proposed work will be done:
OLO 8/N
House Number Street Hamlet q
County Tax Map No. 1000 Section Block d( Lot 1 1
Subdivision Filed Map No. Lot
s
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Y Addition Alteration
Repair Removal Demolition Other Work
4. Estimated Cost , f7 Fee (Description)
(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 I TWO
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
� c
7. Dimensions of existing structures, if any: Front d Rear g?f'6 Depth -Olt
Height c-d c Number of Stories rw0
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front rU y Rear I� Depth 45A("o
Height Number of Stories 62MI �+
9. Size of lot: Front 50,�d �1 Rear t070,0� Pf Depth C��,,,,II'', 6� FT,
10.Date of Purchase )0[ I Name of Former Owner �i�
11. Zone or use district in which premises are situated 940
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO V
13. Will lot be re-graded?YES NO Y Will excess fill be removed from premises?YES NO 'V
14.Names of Owner of premises 7/ Address f f s .Phone No.
Name of Architect - 1 Address JNC Phone No 73¢
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES � NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES y 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 NOJ
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF.5
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
I
(S)He is the M C idAtllEdt-
(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 I
77 day of �{ 20J
State of ;iew voy" Signature of Applicant
No. d9 R16042467
Qualified in Suffolk County
Commission Expires May 30, i9ft-
. fi
QF so Town Hall Annex
James F.King,President
54 Main Road
P.O.
Bob Ghosio,Jr.,Vice-President l0 O.Box 1178
Dave Bergen Southold,_New York 11971-0959
John Bredemeyer
,S+ Telephone(631.)765-1812'..
Michael J.Domino Fax(631)765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Permit:No.! 7780A
Date of Receipt of Application: April 4, 2012
Applicant: Joseph &'Laura M4zza.
SCTM# 81-1-19
Project Location: 28:0 Basin Rd:;Southold
Date of ResOM!*nlls uance. April 18, 2012
Date of Expiration:April'18, 2014
Reviewed by: Board of Trustees
Project De.scriptiom: To instalhbluestone stepping stones within approx. 670,sf
area of.existing,driveway to.be removed and install a bluestone walkway from
proposed driveway to existing stoop_
Findings: The project meets all the requirements for issuance of an
Administrative.Permit set forth in:Chapter 275:of the:Southold Town Code. The
issuance of an.Administrative Permit:allows for the operations.as indicated on the
site plan prepared by Marshall Paetzel Landscape Architecture, P.C. dated
March 19, 2012 and stamped approved'on April 1`.8, 2012.
Inspections: .Final inspection.
If the proposed activities do not m.eet the requirements for issuance of an -
Administmtive Permit set;foith in Chapter 275 of the Southold Town Code, a
Wetlan.d'Perrr it will be required
This is not a:;determinati,on-from any other. agency.
Jame King., Preside
Board of Trustees.
James F.King,President rif S 01/1, Town Hall Annex
Bob Ghosio,Jr.,Vice-President 54375 Main Road
P.O.Box 1179
Dave Bergen Southold,New York 11971-0959
John Bredemeyer
Telephone(6.31)765-1892:
Michael J.Domino Fax(631)765=6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
April.18, 2012
Mr. Robert Herrmann
En-Consultants
1319.North Sea Rd.
Southampton, NY 11968-
RE: JOSEPH &LAURA MAZZA
280 BASIN RD., SOUTHOLD
SCM01-1-19
Dear Mr. Herrmann:
The Board of Trustees reviewed the site plan prepared by Marshall Paetzel Landscape
Architecture, PC dated March 19, 2012 and determined the proposed new section of driveway
and a.22'X 26' garage on the landward side of the existing dwelling to be out of the Wetland
jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 1411 of the Town Code.
Therefore in accordance with the current Wetlands Code (Chapter 275)and the Coastal
Erosion Hazard Area (Chapter 111)no permit is required. Please be advised,.however, ,that no
construction, sedimentation, or disturbance of any kind may take place seaward of tidal
and/or freshwater wetlands jurisdictional boundary or seawardof the coastal.erosion hazard
area as indicated above, or within 1,00' landward from the top of the bluff and/or wetlands
jurisdictional:boundary, without further-authoriza+tion from the Southold Town Board of Trustees
pursuant-to.Chapter 275-and/or Chapter 114 of the Town Code. Itis your responsibility to
ensure that all necessary best,management,practices are taken,to pre-vent any sedimentation or
other alteration or disturbance,to the ground surf6be or vegetation within Tidal.Wetlands
jurisdiction and coastal Erosion Hazard Area., which may result from your project.
This determination is not a determination,from any-other agency.
If you have any further questions, please do not hesitate to.call.
Sincerel
Jame?.-King, Presiden
Board of Trustees
JFK:Ims
Town of Southold - Chapter 236 - Stormwater Management
W g
SWPPP - Storm Wafer Pollution Prevention Plan Assessment Form
GENERAL INFORMATION: (.All Requested Information is Required for a Complete Application)
APPLICANT NAME: Owner Agen Consultant-Contractor or Other(Circle One) Property OWNER: tthanAppllcant)
dose-b
Ltuya
Address: / (n Address: b t') a
C/ V 6 f% J �
Telephone#• Fax#: ,r O Telephone ``, - Fax#:
iz E-Mail: C �`C CO� E-Mail: `t f COM
�l
Property Address: J610 Brie m f Description of Constct on Activity,Proposed Structural BMPs,Soil
QS C Stabaliration BMPs,Project Scope and/or Sequence of Construction Activity
UM L ' (Provide Additional Pages as Needed)
Dlshiel aedlon Block Lor
Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP:
Address:
t�JLf
�p `� ` -- --
Telephone#: Fax#: y "'^'.�aw-4Kl'` ` r�p '"P` '",__-_{--_-
Name of Persons Responsible for Installation&Maintenance of Erosion Control Practice:
SU SQ 019 ...___.-
Address: d�a r�?a . aacV 1Cc��-------------
Telephone#: Fax#: ----------------------------------.__---_-,_..., ..
E-Mail: -_-_----------------------------___--..-_.-,-•----
TotalAreaofAll Z- / ,SF Total Area of Land Clearing G
Pro)ectParcels: 0465 AC, and/or Ground Disturbance: ��DF ---------------------------------------------
(S.F.I Acres) I (S.F./Avers)
Project Duration: Start End / -..---._. ----.A___-------_-_----_------------ -_...
(Anticipated) /_Tn Date: O Date: ------- __._.. ____ _....-..... _.......,.,......-------- _
(Numcer err eelenderOeysJ
Will this Project Disturbe five(5)or More Acres at Q
Any One Time During the Proposed Development? Yes No ----------------------•---------•---------- �------
IfYES:PleaseAnswertheFollowing) - ..... -.. ...•,._ _-,•- M-...._.....-_---------- -------------
a. Does the Applicant have a Qualified Inspector On 0 Q
Staff To Conduct the Required Inspections? Yes No
b. Does the SWPPP Indicate How Frequently the Site O O List the NAMES ordescription of all Potentially Impacted Waterbodies and/or Wetlands:
Inspections will Occur and for What Period of Time? Yes No
c. Does the SWPPP Adequately Identify All Temporary Q =
and/or Permanent Soil Stabalizalion Measures? Yes No
d. Does the SWPPP Adequately Identify a Complete
Project Phasing Plan? Yes No Status of Impacted Waterbody:(eq.TMDL,303(d)Listed,Impaired...)
e. Does the SWPPP Indicate Additional Site Specific =
Practices.that Will be Utilized to Protect Water Quality? Yes No
f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eq.Lake,Creek,Bay,Pond,Sound,FreshwaterWetiand...)
Of Intent and SWPPP Acceptance Form for Review
by the Town of Southold? Yes No <�t�
STATE OF NEW YORK, cc
COUNTYOF......... ............................SS
That I,........... 5...4:.�.�WfW ....being duly sworn,deposes and says that he/she is the applicant for Permit,
`Name of individual signing Decument)
Andthat he/she is the .................................................. CX!k/.. @G .......................................................
(Owner,Contractor,Agent,Corporate Officer,etc.)
Owner and/or representative of the 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 theApplication filed herewith.
Sworn to beforeme this; I - `q ,
k... of..\ ate►. . ` (� c� Y. ...... �ay ..... ......No. 61 R16042467
Notary Public: .... .... Guaiified-M- tiffolk County......................................................................
(Signature of Applicant)
SWPPP Assessment FORM: 03-12 1
."; . - ;,,d
-10
S A M U E L S &
S T E E L M A N
July 17, 2012
Southold Town Building Department
Town Hall Annex
Main Road
Southold, NY 11971
Re: NEW GARAGE FOR THE MAZZA RESIDENCE
280 Basin Road, Southold, NY 11971
SCTM # 1000-81-01-19
This project includes the construction of a new, non-habitable accessory Garage, without
plumbing. Attached documentation includes the following:
1) Building Permit Application
2) Four (4) sets stamped Construction Drawings
3) SWPPP Assessment Form
4) Southold Trustees permit
5) Check for $100
Please review the enclosed and get back to me with any questions. If application is
complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for
same.
As always, I appreciate your efforts.
Sincerely,
Thomas C. Samuels
ARCHITECTS
25235 MAIN ROAD
CUTCHOGUE,NEW YORK 11935
(631)734-6405
FAX(631)734-6407
a. P 4� 3639 �
BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: Date Reviewed: -�
Applicant: Owner: `
Architect/': Estimated Cost:
SCTM# 1000 — Subdivision: Zone: 70 Conforming?
Property Address: 02�0 -� City: Pre COs?
Building Permits (Open/Expired): BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info:
BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info:
Single& Separate Search Required? Y o N>�etermin_gtion:
REQ. Lot Size: ACT. Lot Size: REQ. Lot Cov. 010770 ACT: Lot cov.
REQ. Front ACT.Front REQ Side ACT. Side REQ. Rear " PROP. Rear
REQ. Height. 3 5� ACT. Height R E O. SOTH SIDES A C T
Project Description:
Waterfront? Y or N? -
If yes, water body: Panel# Flood Zone: B:ullkhead/Bluff Distance:
ADDITIONAL APPROVALS REQUIRED FLAN S(if) SIGNED, 5E,4LED !n SuPVEY bA SiT-E PLAN
Suffolk County Health: Y or& If yes, *Bed#: _ *Date: _/_1 *Permit#': Town Septic: Y-N
- If no, certification required: Y or N Received: Y or N By:
NYS DEC: PRE-DEC 911/75 Y Oro- Date: / /_ Perinit#: or NJ Letter— Notes:
Southold Trustee : Y r N - Date: //F/ 19--Permit#: 77rok or NJ Letter—Notes:
Southold ZBA: Y or(& Date: / / Permit#: —Notes:
Southold Planning: Y cir(p Date: `/ /_ Permit#: —Notes:
Town Landmark C of A: Y of jDTE: _/ /_ *NYS CODE Compliance(page 2): Y or N
CONTKA<T.OA kic�NSt JSAB1 L1 tY __L 1/4BiL 1 Ty_;_-..1it/��iC/'1ENS CoH�p�/1/S.gT/Oil/
Notes:
Fee Structure: Calculation:
Foundation: SF 'S /�7
X $ _• �=$ ���' ��
First Floor: SF + Initial Fee: $ 100 00
Second Floor: SF +Additional Fee $
Other: SF S F X$ , _$
Total: 5 7 X SF +Initial Fee: $
,µ + Additional Fee $
C of o FEES $ moo, 00
AS BUILT FEE TOTAL: $ 3 �L'g ► Yo
y
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
Ground Snow Load:Zp Wind Speed: 12OMPH Seismic Design Category:B
Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M
Design Temp: 11 -lee Shield Underlay: YES _ Flood Hazards:
USE/OCCUPANCY CLASSIFICATION:
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE
FULL FRAMING DESIGN ELEMENTS: YIN
HEADERS: YIN WALL STUDS: YIN GIRDERS:--Y/N•
CEILING JOISTS: YIN PLO OR JOISTS:YIN ROOF RAFTERS: YIN
LUMBER SPECIES AND GRADE: YIN
WIIDDOW AND DOOR SCHEDULE:
-NIISSLE TEST REQUIREMENTS- Y/N
EGRESS 5.7 S.F.: Y/N
LIGHT 8%: Y/N
VENT 4%: YIN
NAILING/CONSTRUCTION SCHEDULE: Y/N
MEANS OF EGRESS: YIN
PLUMBING RISER DIAGRAM: YIN
LOCATION OF FIRE PROTECTION EQUIPMENT: YIN
TRUSS DESIGN: YIN
CERTIFICATION: Y/N
.ENERGY CALCS: YIN (RES CIMC K)
TOTAL COMPIIENCE? Y/N (RETURN TO PAGE ONE)
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GREAT PECONIC BAY .
EXISTING BULKHEAD
EXISTING PATIO
EXISTING WOOD WALL
EXISTING
DECK
EX. BLUESTONE WALK
TO REMAIN
EXISTING POOL
EXISTING
PATIO
0
APPROVED BY
BOARD OF TRUSTEES' .*
EXISTING WALL
EXISTING' RESIDENCE
' 'TOWN OF'SOUTH
7 EXISTING FENCE
DA
TE
EXISTING GARBAG
BIN
TO BE REMOVED SANITARY
EXISTING COVERED
STOOP PROPOSED BLUESTONE
EXISTING FENCE+GATE STEPPING STONES
EXISTING EDGE OF PROJECT LIMITING FENCE
CLEARING EX.BLUESTONE WALK F
LIMIT OF CLEARING,GRADING, . 70 REMAIN
AND GROUND DISTURBANCE
10'SIDE YARD SETBACK
kI
(FOR ACCESSORY STRUCTURES L E G .E.- N D '
WITH 18'MAX ROOF HEIGHT)
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DRIVEWAY
IW'Oak EXISTING TREE
TO REMAIN
PROPOSED BLUESTONE
WALKWAY EXISTING TREE
TO BE REMOVED
0 PROPOSED DRIVEWAY
PROPOSED
GARAGE BLUESTONE WALKWAY
US E
18'Max Ht.
PROPOSED 011+STON
ZONING SETBACK
14"Oak: SITE DATI!
2 APR
BE RECONFIGURED
EX. DRIVEWAY
TO BE REMOVED
14"Maple DRIVEWAY LAYOUT PLAN
MAllA RESIDENCE
141
280 Basin Road, Southold,'New York
EXISTING WOODED AREA
TO REMAIN
landscape architecture, pc
mpla
PO Box 478
ph 631-209-2410
landscape architecture
ID
IDSCAP
PROPOSED
Scale 1"=10'
COBBLESTONE APRON
DL
DRAVM BY.
EDGE OF PAVEMENT S.PAETZEL,RLA -1
001
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GREAT PECONIC BAY-
ZZ
OCCUPANCY OR RETAIN STORM WATER RUNOFF
DO NOT PROCEED WITH . USE IS UNLAWFUL PURSUANT TO CHAPTER 236
EXISTING BULKHEAD EXISTING PATIO FRAMING UNTILSURVEY OF THE TOWN CODE.
OF.FO,UNDATION LOCATION
HAS BE WITHOUT CERTIFICATE
i `. ATE
�. . ENAPPROVED.. . OF OCCUPANCY
\ ELECTRICAL
`- EXISTING WOOD WALL INSPECTION FNE .#IRED
L E G E N D
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODE
PROPERTY
AS REQUIRED ,
EXISTING BOUNDARY
DECK HOLD TOWN -
EXISTING TREE SOUTH ,rNP-ANNINGBOAR
EX. BLUESTONE WALKTO REMAIN ,P
EXISTING POOL REMAIN
SOUT _ TOVi ,, IS
TEES
EXISTING TREE S.
i
TO BE REMOVED
I' PROPOSED NEW
DRIVEWAY ""�T ED
PROPOSED I� 6 P 11563.77
I I BLUESTONE WALKWAY 2
3��,S� B Y
DF''AR1n,"� , AT
i EXISTING ----- ZONING SETBACK
�� arv, "Q a PM Fvk [HE ,
o PATIO
4N - TW R O
' r{I PROPOSED PROJECT
'v w . UK POURED CONCRETE
C LIMITING FENCE _ ROUGIJ-FPWING,PLUMBING.
i 0 STRAPPING ELECTRICAL&CAULKING
EX. EXISTING RESIDENCE I EXISTING WALL " x (15.83') EXISTING SPOT ELEV 3 INSULATION
4. FINAL-CONSTRUCTION &ELECTRICAL
SHED I MUST BE COMPLETE FOR C 0.
EXISTING FENCE ALL CONSTRUCTION SHALL MEET THE
TF 15.8' PROPOSED SPOT ELEV REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FCR
- DESIGN OR CONSTRUCTION ERRORS.
h 670 SF EXISTING DRIVEWAY EXISTING GARBAGE I
TO BE REMOVED BIN
EXISTING COVERED EXISTING
Drainage Calculations And Structure Schedule
STOOP /� 0 \� SANITARY (TYP) Drainage Drywell
Structure Size Elevation Invert in Invert Out
EXISTING FENCE+GATE I ccy ( , PROPOSED BLUESTONE i
I I ! Driveway and Garage Roof Areas
EXISTING EDGE OF I x 17.66' ❑❑ \\`;J i/ I I STEPPING STONES
LAND
OJECT LIMITING FENCE ( ) EX, BLUESTONE WALK `7' I ON-GRADE Area 1: Driveway:2372 SF+Garage Roof Area:572 SF=2944 SF
CLEARING I IT OF CLEARING,GRADING, TO REMAIN ❑❑ I I 2944 SF x 2" rainfall(.167)=491.7 CF/10' Dia. Drynwell(68.42)=7.2'depth req'd
l 18' H* GROUND DISTURBANCE — ❑�❑ ( �I DW-1 10' Dia x 8'depth III
10'SIDE YARD SETBACK aeakl `; I ❑ I ;,, 8'depth provided
(FOR ACCESSORY STRUCTURES _ I '
WITH 18' MAX ROOF HEIGHT) I --- --- ❑❑❑❑iI �00, W ! Area 2: Driveway:1888SF
—— —__ ETLAN D SETBACK_ , 1888 SF x 2" rainfall(.167)=315.3 CF/10' Dia. Drywell (68.42)=4.61'depth req'd
9
DW-2 10' Dia x 5'depth
20"Cherry20"CherryI ' ' '
, IS depth provided -
14"Oak I /'
PROPOSED ON-GRADE SITE DATA:
I _ BLUESTONE WALKWAY I l. L T AREA=30,025.91 SF (.689 AC)
(' 15.75) I I :°
I 6.66') I f EXISTING I 2.SCTM # 1000-81-1- 9
ai
CESSPOOL
1 e?:� I,. �'- �`' :�,,� h,,"..y �� t,., > `t ^d,' 'x.t,^ '""' ':z' � 7 •� r' ,a i' -,I� n ,�n o �;:
vx*''
;a6 „,,`"ar "t• �. ^$ i '.s: y,. ;:h, Jy��,''a„ Trk `�`' �� `� ?r - .a -n' s t=- ?
NOTES:
17"Oak I � ��, �i' r�t.,, +`r R, �', 5 b, r✓ .,� ,f�;:r ;, z` a"i ;��¢},i r,a r h,fi., � +#: S�' —
4,5 r7•" .,F,: -t ,p:n,'i 3 'f :'s,n'n
1 THIS PLAN IS FOR THE PURPOSE OF OBTAINING PERMITS ONLY. NOT FOR
j I a°;COBBLESTONE''Tf RON.ar^ CONSTRUCTION
w r RUCTION
PROPOSED a <w ,
'x"ail ^�- ^, , r< „i,,'` 'rx, S,•„ Sxa "',',�X'✓ _-"::`gyp a„ K,�- "� f }-t r '�.t.'` , :.'€ ,oi'�. I �'�r .s' y ,wYx. 1o.'ya ;.
^4t 't z °ti I�., .' 'c ' '", A'
t. t,.'x „`,1 !?•.>r n5 > r;,r,,., ..`": r 6s:".+t,, m� 3' - ,,, 'gym .w 'ta T nit,x�
GARAGE .,:. §.,, s;.. . :,.r,rr . n
II s /:'., , / 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING UTILITY MARK-OUTS.
,. PQ'OPOS I , \ I
26 X 22 �37rPiY A? CCU 4✓ 14J G k ,�i I 3,r I \ ,�
r ;, w i w i CALL BEFORE YOU DIG,411.
x' ;r i„ i. r I"
18 Max Ht. ) i�R1YEVN>
ri W
I4.7 j3� •F3 J J' II;' i ! p„n `D r, �
= ,
FFE 16.6 3 EXISTING STING SPOT ELEVATIONS ARE APPROXIMATE 8�BASED ON ASSUMED
DATUM.
I ? Ly K.� ^��� i�'f�✓, �^'�t' "� \� y, -,�,�'z '^`4t', t�+3, 1 t d} ✓kar:'kP � x� �' 3,�i } �+' � ��>t^u",
✓�ii r,v ``t, �,s✓..''"
14"Oak Ila
a
S I .S'
I, t
m f l REVISIONS
i I x (16.33) .��� ii �' � � i },� , � ,t 3� �� :�!, I x (15.0 1
I
DATE DESCRIPTION
PROPOSED CATCH BASIN
ADD PROPOSED DRAINAGE+DRAINAGE CALCULATIONS
2012.07.10
44
_TF 15.8' — _
l Ji' I
14"Cedruse 40' FRONT YARD SETBACK __——''— ;;' i/ EXISTING GRAVEL DRIVEWAY
TO BE RECONFIGURED &SUFFACE
—————————
i REPLACED WITH OIL+STONE
/ EXISTING GRADES TO BE MANTAINED
EX. DRIVEWAY
O TO BE REMOVED
14"Maple ,'�' ,'/�
DRIVEWAY LAYOUT PLAN
i,
� Ix ( .58')
it
MAllA RESIDENCE
i x (15.83') 0 rl, 14'TYP ,
1'r 280 Basin Road, Southold, New York
� EXISTING WOODED AREA '� �—�� '
TO REMAIN
( ��! DW-2 ;'r! PROPOSED TRENCH
AIN
marshall paetzel
mpid
landscape architecture, pc
PO Box 478
,
S t u d i o 12830 Main Road
Mattituck, NY 11952
TF landscape architecture ph 631-209-2410
0 ma p astudio com
- -
{ -- - - -- -- ` s e a / PNDScgD 0 5 10
PROPOSED cz
1 =10
• Y (11 � � %%' COBBLESTONE APRON � :�t ;,:, Scale _
O EDGE OF PAVEMENT / ` J, DRAWN BY;
SIN ?,0 � 00 Ky 7 � S.PRETZEL,RLA D L`1
20"Oak V 9T 1 a5 yO4. DATE;2012.03.12
F OF NEW REVISED:2012.07.10
I SHEET OF 1
I
REVI510N5
s'-0"
� I:2
10
CEDAR SHINGLE CUPOLA ROOF
ON LATH ON 2x49I6'RAFTERS
2x4 FRAMIN6 w/PLYWOOD
SHEATHING t VERSITEK CLADDING 4 I 16" MIN, FOR 8'-0" HT. Z
PAINTED CEDAR LOWERS,FOUR ( °p o° 18" MIN. FOR W-O" HT. .,
SIDES p o I 81-0" TO 18'-0" 20" MIN. FOR 10'-0" HT. Q
a ( FINISHED WIDTH ) J
2x4 SLOPED FRAMING w/PLYWOOD 0
SHEATHIN6• CEDAR 5HIN&LE
SIDING. STEP FLASH INTO SHINGLE T
ROOFING
t
PROVIDE METAL STRAPS AT ALL
RAFTER/RIDGE CONNECTIONS / O
I
8d COMMON
2x4•S2"STRAPS FROM ROOF 12 a ,t " NAILS IN A 5"
RAFTERS THRU LOFT DECKING FASTEN TOP PLATE TO
GRID PATTERN To,lolsTSBELow - 2 3 AI-1/4. MIN. HEADER HEADER WITH TWO ROWS � Z
KING STUD Ib T
d SINKER NAILS. 5" O/C. i Z 0
%"PLYWOOD DECKING O t- 8d COMMON JACK STUD
1,000 LB. RATED TENSION W RED CEDAR PPERiFEOGN'OWN N f NAILS. 5" 0/0.LATH FOR WALLS TALLER THAN STRAPS. it Q
ON 2x0 Ib'RruFTERs BELow a Q 8', SPLICE JOINTS SHOULD BLOCKING FOR 0
O BE LOCATED WITHIN 24" SPLICE JOINTL OFT 0
OF WALL MID-HEIGHT. LL ♦A
HURRICANE sn;uAPS.(TYP) co U)
I DOUBLE JACK
' , 8d COMMON NAIL
NKERS AT 13GO/G BOTH STUDS. 2x4 MIN. Q
ALUMINUM 6UTTEIR ON Ixb FASCIAUJ NAILS. 3" O/G. 51MFSON HD5A
2xb•Ib'FJ _ 51PES OF SEAM. 2 ANCHOR BOLTS
I a it GARAGE 5LAB HOLD-DOWNS. Z
I PROVIDE VENT(WITH sc i a a
t- ,p 1 e n
I. 2 ANCHOR BOLTS PER ---- ------ 0
;,'. • . EACH NARROW WALLZY2" •• �-
ly..GYP.FINISH.BD'7 � '''• ' • ��• �• •�� F011NDAtIdN.: SECTION. , ' �� < •. .a FNISH OUNDp.TIOTI.: • W
RtR RED CEDAIR SHINGLE SIDING ON 15M MD&FELT ON%" N '^u
PLYWOOD SHEATHING ON 2x4 Q
WOOD FRAME. w
z OUTSIDE ELEVATION IN51DE ELEVATIONIT Z
i
a
i 4'THK.REINF.GONG.SLAB ON w
COMPACTED SAIND
i GARAGE SHEAR WALL DETAIL o
' SCALE: N.T.S.
a
� .".` •.i.t:v �,. "ti, •..^,.:y.•e •.i. .1•:�•.�: u• ..•3,:..pr: '7�...� ;Ya ;..•f'.}Y. . .:f• *.•,_f,• , "L..• —
/\ / Mf fit:{ •t•
8'THICK COW- WALLS REINFORCED \\ \\ \\ \\ \\ \\ \\\\\ \\\\\\ \\�\\\ \\\ co
O (2) !►4 R ALL O DOWN FROM :x� // //
1 OF WALL.WALL TO BEAR ON S DEEP/\/ \/ / \/\ \/\/\r
REINFORCED
\ . `.^4 �� m ELECTRICAL LEGEND
REINFORCED w/ (3)M4 REBAR.(TYP)
DUPLEX REGEPTAGLE OUTLET
/ SURFACE MOUNTED CEILING FIXTURE
SURFACE MOUNTED WALL FIXTURE
2x4 ®16" FRAMED WALLS w/�/a PLYWOOD SWITCH
SHEATHING, 15# BUILDING PAPER d CEDAR
SHINGLE SIDING 177 EXTERIOR WALL MOUNTED FLOOD LIGHT
BUILDIN G SECTION.
SCALE:3/8"=7'-0" �. � Z•
26'-0" 26'-0
o
------------- ——---------------------------_ _ do � W• R �Tr
( ;di� 'ii •:J '.if *••, ►.r.'•11.'f�:i'... :�.:.•�...�.•!.`•�•':.�{: •ir�.;•i,C � ,'..:,' • :'t'..'. +•' r.•• i�.',w.,.ti3'!�•�,�t.t�f••, ,�•;'..�.� .� :n• ( � r'
`. ----------- ------------------'-------------I I Q 1--•
Ir•• I !
8" THICK GONG. WALL TO BEAR I I y2" GYP. '
ON 8" DEEP x 16" WIDE GONG. I ''~ I I I SD. FINISH r
I I
FOOTING REINFORCED w/ (3) #4
REBAR
OF NFtV
STAIR TO LOFT ABOVE N 5� C.O Sq4"O,I,�
I .� I I s.• I — � '��rJ I I N s� G�
PROVIDE 5/8" x 12" ANCHOR ( I I Y I F I I ~ g $ r
BOLTS AT 48 0/0. w/ FENDER
3 I UNEXGAVATED SUB-GRADE I Q N ►moo
WASHER � NUT. I
y I w/4" THICK GONG. SLAB
I REINFORCED w/ bx6, 1O,(o W.W.M. I n N —
- - � 018350A
SLAB ABOVE v 7/ RA&E �i
v
1 `•'• I v 4" THICK GONG. 5LAB \
REINFORCED w/ bxb, 10/{0 --
I N.N.M. SLAB --- PR JECT NO:
1 I d
--------------7 r---------------7 ��� �� _ �� 1203
`:. GONG. WALL TO BOTTOM I a TICS
OF SLAB.
OVERHEAD DOOR I I OVERHEAD DOOR/ I ^y TO SWITCHES
AT HOUSE
6118/12
II------ -----------------------'-------------i '�' I I
1 .. ..: I I a"xlg/4" LVL HOP, I I "'(2II1�/8IIXI%" LVL HDR I 1/4i" = 1" - Q..
:...•:: . UO
i ——————————————— —————————
————— ——————————————— —— -\——
--------------- -----
PITCH D CON GRETC �\ SHEET TITLE:
VER6 TO 6RAVE
PROVIDE SHEAR WALL.
SEE DETAIL ABOVE. ------_- --------------- GONG. SLAB TO BEAR ON 8" I
THICK GONG. WALL BELOW FLOOR PLANS
3'-0" W-0" It 2'-0" kl'-0" 3'-O" q'-0" 2'-0' q'-0" 3'-O" GRADE AT BAY' DOORS.
SECTION
FOUNDATION PLAN FLOOR PLAN
SHEET NO:
SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0"
BIDDING & PERMITS
I
REVISIONS:
Z
w
CUSTOM CUPOLA w/LOUVERED J
PANELS TO VENTILATE LOFT
O
f
9 Wo
15" R8R CEDAR 5HINGLES w
Wb" EXF05URE ON 15# BLDG. W Z
FELT ON 5/5" EXT. PLYWOOD
5HEATHING ON 2x4 FRAME. O
W �
Ix4 ON Ixb RAKE W Ix4 FRIEZE 1Z Q
BOARD PAINTED OVER SIDING O Q
Ixb FASCIA 130ARD -------------
---------------I--------Ixb FRIEZE BD. dp
-t�- UJ Q
% x 4 TYPICAL CASING Z
! VINYL SHUTTERS TO MATCH Q a
RESIDENCE
R8 R RED CEDAR SHINGLEca
TW2846 W
SIDING w/ b" +/- EXPOSURE
TO WEATHER ON IS# BLDG. Q
j FELT ON 5/8 EXT. PLYWOOD W
5HEATHIN6 ON 2x4 FRAME.
STUCCO EXPOSED GONG. — ------------------------------------ Q
MASONRY FOUNDATION BEYOND I 4 I I I
17, Li O
L---------------------------------------
i
V�
SOUTH
ELEVATION EAST ELEVATION Q
i
SCALE: 1/4" = V -0" SCALE: 1/4" = 1' -0" m
I
I
j DOORS
1-5/4' thk Fir door bg SIMPSON MASTERMARK,Inc.
OI 618"X 310" 01224
je
GARAGE DOORS
Provide allowance for two W-Ow w x'7'-O'h overhead doors with Z
with electric operators for each door,w/remote controls d key pad at door #01
Owner wlll select doors at later date. y Q
TYPICAL TRIM - -.
o
Provide ix Versitek or Azek exterior trim typical,painted Pi/two finish coats W _j WW w
C = x
_ z U.
R W• a �
CM
x
i
I
f '
I_
i
TW2846 x �P�P F N ', y'A
5HEATHINC7 ON �� SC. S2�O�
Gr
F ,
_1
———— ——————————————— ————————
-----------------------------------------
I I I
PROJECT NO: 1203
17,I I I I
L---------------------------------------J �--------- ------------------1 RAWNBY. TICS
NORTH ELEVATION W S ELEVATION 6/18/12 I
SCALE: 1/4" = V -0" SCALE: 1/4" = V -0" f
I
1/4" = 1' . 0"
SHEET TITLE:
I
i
i
I
ELEVATIONS
SHEET NO:
i
:
_ BIDDING & PERMITS
i
1'
R PEN 1 N GS 5TRUOTURAL REVIEW BY 5TEVE MARE5GA, PE
WIND-BORNE DEBRIS PROTECTION FO O NOT S
15a-0-7 WE5T MONTAUK HIOHWA`I' HAMPTON BA`I'5
FOR WALL OPENING PROTECTION OrI20 MPH 5-5ECOND WIND GU5T5 -••� , NY II�4C
( MAX I MUM MEAN ROOF HEIGHT: ���) SIMPSON LSTA - 20 6ASE PHONE f0�1 12a 1�4a0
RIDGE STRAP - ALL ROOF RAFTERS
USE/OCCUPANCY
RAFTER
r
YEN Or� CLASSIFICATION
DESIGN CRITERIA.
I ' N, ICE SHIELD UNDERLAYMENT NON-HABITABLE ACCE550R`(SHUTTER AS S E M B ILY 1 REQUIRED - 24" FROM EDGE DESIGN IN ACCORDANCE W 1 TH AMER I CAN z
N.T.S. •.I'' N. � ° � FOREST PRODUCTS WOOD I=RAME
FOR PANEL SPANS: + O < 4'0 WIDE,5PAN i \ ` CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE j
23/32 (5/4 ) APA SPAN RATED 46/24 ,SHEATHING GRADE PLYWOOD HEIGHT PRESCRIPTIVE METHOD
(OVERLAP AROUND OPENINGS 4") i 1 }ALTERNATE CLISIUSEN OF 55�-O" MAXIMUM _
ASSEMBLY! I-' I ( SIMPSON H3 GROUND SNOW LOAD - 4S PSI=. �...
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I I FIRST LEVEL - 40 PSI=. L.L. UJ m
#IOx3" (w/ WASHERS) 6ALVINIZED OR 5TAINLE55 STEEL i I LIVING AREAS - 40 PSG. L.L. 0
! WOOD SCREW ® 16" O.G. • 5IMP50N H2 HURRICANE
ALTERNATIVE FASTENER FOR SHUTTER 'TO BUILDING: ( I CLIP NAILED. FROM
BEDROOMS - 30 PSI=. L.L.
#10 TEE NUTS ATTACHED TO BLD6. w/ #'IOxI-I/2 ( W/ WA5HER5) I 1 T�YPPGAI.T/OI.L R�D APTERS FIRE AREA WIND SPEED - 12o MPH W Z
MACHINE BOLT ® 12" O.G. a� I 5 - Od NAILS EACH END X SEISMIC DESIGN CATEGORY - B
RESIDENCE: = 0
WEATHERI N6 - SEVERE
APA RATED PLYWOOD TO w
' i I • EXTEND TO TOP OF TOP PROVIDE bd COMMON FROST LINE DEPTH - 36
PLATE. NAILS a 4" O.G. AT O Q
EXTERIOR ED&E Or- ALL TERMITE - MODERATE TO HEAVY
•'� I TYPE OF CONSTRUCTION DECAY - SLIGHT U. 0
co
CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES W c')
CON5TRUGTION UJ Q
i I 1-
I z
LTIPLE SECTION ASSEMBLY:
i I I I 1/4" THICK BOLTS ® 2' OG Q O.
{ GENERAL NOTES
W
N (s)
I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. 5EWA&E DISPOSAL SYSTEM AND FRESH WATER 5UPPLY
I I I I ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE
I I I i I I PLYW000 sHEATHIN& BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. W N
TO OVER LAP BOX CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN Z
- I -
BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY
MINIMUM 28 DAY STRENGTH OF 5000 PSI CONSERVATION CODE. Qa„
j I I I I I SIMPSON MST21
11/2" AIDE - 20 6A6E 3. ALL LUMBER SHALL BE GRADE STAMPED DOU6LA5 FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL
METAL STRAP e4b" OC. 0
LARCH STRUCTURAL GRADE #2 OR BETTER. GRANGES PRIOR TO AND DURING CONSTRUCTION.
16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE Q
I I I 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 0
I I I I DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS.
SHUTTER ASSEMBLY , I I 1 2 x 6 e16" O.G. PLATE w
I I STUDS I"1. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE
N.T.S. I I � � I PARTITIONS,ONS, EXCEPT A5 NOTED ON DRAWING. GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM
FOR PANEL SPANS:4' OR WIDER SPAN i I 1 ' I ' ' S. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND ?
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FLOOR BEAMS. SPACING NOT TO EXCEED 5.0 FT. A-525 5OLT5, 5/4" DIAMETER.
I 25/32" APA 5PAN-RATED 48/24 5HEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND Q
I I INSURANCE NECESSARY TO PROTECT THE ENGINEER m
4 ) I I I I VERIFIED BY CONTRACTOR(5) PRIOR TO START OF
_
(OVERLAP AROUND OPENINGS AND OWNER.
2x4 STRONG-BACKS 24" OG AROUND SILL PLATE 4- bd NAILS CONSTRUCTION AND ORDERING OF MATERIALS. TH15
AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL Ig. DO NOT BACKFILL AGAINST FOUNDATION WALLS
ASSEMBLY: 1 1 ( � SIMPSON M5T2y BEARING CAPACITY OF TWO (2) T51= AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE.
U. PREASSEMBLE PLYWOOD TO 2�c4'S: # lOx3" (w/ WASHERS) GALVINIZED OR I I 1 I/2" WIDE - 20 6A6E LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT
METAL STRAP e40" oG. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL
1 STAINLESS STEEL WOOD SCREW 12" O.G. I,I-' CONCRETE SLABS TO BE COMPACTED TO 415% AND IN BASEMENT ( IF APPLICABLE ). P051TION NEAR
2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ NAIL SHEAT'HIN6 To SILL PLATE
#lOx3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL :` ' '• bd NAILS a 4" O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. o!f Z . �..
WOOD SCREW a 161, O.G. %•''��•> 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND o
_ RI�AR ; 1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE V� Q .
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 05 �,x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY
:; r. AGQ TREATED. ,
#10 TEE NUTS ATTACHED TO BLDG'�. w/ #IOxi-I/2 ( W/ WASHERS) � , { SUPPORTED BY DOUBLE UPRIGHTS q.O FT AND OVER NEW PORK STATE BUILDING GORE. J g � o��,11 >✓"J i
MACHINE BOLT ® 12 O.G. i�:,",�x BY TRIPLE UPRIGHTS. ALL HEADERS TO BE
-�,.,. ,;. y Q 0 m
SEE FOUNDATION V$". Q MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. s•"x
FOR DESIGN. wY ;: ' "I x 12" A.B.e468 oG. 22. ANY ALTERATION REPAIR ADDITION OR CONVERSION TO t>'ce
w/FENDER RASHER. W •.� • Z 3 Q
tt,,•••:•: - 6. PROVIDE FIRE5TOPPIN6 AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT --W"
WINDOWS - G LA,Z E D OPENING PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE w . W
q. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 4 a N o
PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS 5KYLIGHTS EXTERIOR DOORS WINDOWS INTERCONNECTED SMOKE ALARMS. W • N
IN ACCORDANCE WITH LARGE MISSILE TEST OF AND DECKS ETC.. X M
ASTM E Iggb AND OF ASTM 1666.
CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 25. THE NY5 CODES AL50 APPLY TO ACCESSORY Q F' •
IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWIN65. STRUCTURE DESIGN. N y • v c
PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH
HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WI1ND LOAD
ALIGN WITH WINDOW JACK POSTS ,, HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF
PANELS TO BE MAINTAINED ON 51TE. SHALL COMPLY W/NYSBG CHAPTER #2304.9.6 THIS CONSTRUCTION PROJECT. FEDERAL, STATE
LABEL LOCATIONS ON EACH PANEIL.
AND LOCAL ZONING AND BUILDING GORE COMPLIANCE
SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
�Q'(E OF N EW l_
NAILING SCHEDULE FRAMING NOTES
=` TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I. ALLFR FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 411 �� 018350-'\
. 4 PAPER ASSOCIATION BETTER. FIR LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d e 12" oz. �
51ZF-D FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL 51ZE5 INTERMEDIATE.
2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8'1 PROJECT NO:
h MIN. THICKNE55 OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1203
RAFTER/TOP PLATE 3-8d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. ORAWN BY:
1 o 00 ° CEILING JOIST/TOP PLATE 3-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR,
rh<<.er: 9x=.x:. ;_� :R CEILING JOIST/PARALLEL RAFTER 1-16d (FACE NAILED) EXPOSURE I, 5/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT
lei q CEILING J015T LAPS OVER PARTITION '1-Ibd (FACE NAILED)' PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE
COLLAR TIE/RAFTER 2-8d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY.
6ABLE ROOFS '' BLOCKING/RAFTER 2-6d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS
RIM BOARD/RAFTER 2-16d (END NAILED) - 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER
TOP PLATE/TOP PLATE 2-16d (FACE NAILED) WITH DOUBLE UPRIGHTS, g'-O" AND OVER WITH CONNECTIONS. 6/18/12
= o TOP PLATE AT INTERSECTIONS 4-I6d (PAGED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A
STUD/STUD 2-16d (PAGE NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 15. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA
:nh HEADER/HEADER Ibd (FACE NAILED) S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL
AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND
TOP or BOTTOM PLATE/STUD 2-16d (END NAILED) ® 8'-O" O.G. MIN. PROVIDE 2" SPACE FOR AIRSHEET TITLE:
''`;„ : = I°� o L45 O BOTTOM PLATE/FLOOR JOIST 2-16d (FACE NAILED)I HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED
CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB
o JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED)
BRIDGING/JOIST 2-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINC75 ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND NOTES &
BLOCKING/JOIST 2-8d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 5/4"
GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) LVL RIM J015T SHALL BE REQUIRED AT FLOOR
0 o io° o e,45° LEDGER 5TRIP/BEAM 3-16d (FACE NAILED)' �• DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF DETAILS
10 < o Aso PARTITIONS OR AS NOTED ON DRAWINGS.
JOIST ON LEDGER/BEAM 3-8d (TOE NAILED) COMPONENTS SHALL BE A5 PER MANUFACTURERS
PROVIDE bd COMMON NAILS a 4' O.G. BAND JOIST/J015T 3-16d (END NAILED) 6. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS.
i AT HIGH PRESSURE ZONE - 6" O.G.
HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 2-I6d (TOE NAILED) WITHRATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA.
100 -3< 0 o o PLYWOOD ROOF DEGKING 8d e4" O.G. ED6ES, ®8" O.G. FIELD TECO OR APPROVED EQUAL. " SHEET NO:
STRIP SHEATHING Del (ONE/RAFTER) GALVANIZED MACHINE BOLTS ® 12 O.G..(ONE/RAFTER)
PROVIDE bd NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 6d e4" O.G. EDGES, ®8" O.G. FIELD g. NAILING SCHEDULE SHALL BE AS PER THE N.Y.5.
j PORTIONS OF PANELS IN HII&H PRE55LRE ZONES. PLYWOOD 5U5FLOOR DECKING 8d e6" O.G. ED&E5, 012" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING 15 AN INSTRUMENT PREPARED To
NOTE = a = 4 FT. IN ALL CA5E5 SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT ]BE
ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND
COMPONENT AND CLADDING PRESSURE ZONES OWNER. Q
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SCALE: 3/4" = 1'-0" �P q�'���
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PROJECT NO:
1203
RAWN BY:
TCS
6/18/12
3/4" = 1' - 0"
SHEET TITLE:
CUPOLA
DETAIL
SHEET NO:
BIDDING AND PERMITS