HomeMy WebLinkAbout39366-ZNo:
Town of Southold
P.O. Box 1179
53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
7/31/2015
37682 Date: 7/31/2015
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 640 Park Ave, Mattituck
SCTM #: 473889
Subdivision:
Sec/Block/Lot: 123. -7-11.1
Filed Map No.
Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
11/5/2014 pursuant to which Building Permit No. 39366 dated 11/14/2014
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:
ADDITION INCLUDING COVERED PORCHES TO AN EXISTING ONE FAMILY DWELLING AS APPLIED
FOR
The certificate is issued to
of the aforesaid building.
Sheehan E M Family 2012 Trt
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
39366 06-18-2015
I
Aut o ,zed ignatu e
Permit #: 39366
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)
Permission is hereby granted to:
Sheehan E M Family 2012 Trt
320 Central Park W Apt 16
New York, NY 10025
Date: 11114/2014
To: construct one story additions to an existing dwelling as applied for
At premises located at:
640 Park Ave, Mattituck
SCTM # 473889
Sec/Block/Lot # 123.-7-11.1
Pursuant to application dated 11/5/2014
To expire on
Fees:
5/15/2016.
and approved by the Building Inspector.
SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $395.60
CO - ADDITION TO DWELLING $50.00
Total: $445.60
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 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: V (check one)
Location of Property: ��® �� " ,L/ , ,
House No. Street {� / Hamlet
Owner or Owners of Property: Bert it i �8 �� �c -f//�
Suffolk County Tax Map No 1000, Section �Block / Lot
Subdivision Filed Map. Lot:
Permit No.,J"� 3 (� ��_ Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate:
Fee Submitted: $ !so " 0-9
"'IX check one
r
�1P5/Applicant
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Telephone (631) 765-1802
Fax (631) 765-9502
roger. richertptown.southold. ny. us
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Sheehan
Address: 640 Park Avenue City: Mattituck St: New York Zip: 11952
Building Permit #: 39366 Section: 123 Block: 7 Lot: 11.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Lademann Electric Inc. License No: 4141-E
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph
Service 3 ph
Main Panel
Sub Panel
Transformer
Disconnect
Heat
Hot Water
A/C Condenser
A/C Blower
Appliances
Switches
Duplec Recpt
GFCI Recpt
Single Recpt
Range Recpt
Dryer Recpt
Twist Lock
1
Ceiling Fixtures
Wall Fixtures
Recessed Fixtures
Fluorescent Fixture
Emergency Fixtures
Exit Fixtures
1
HID Fixtures
Smoke Detectors
CO Detectors
Pumps
Time Clocks
TVSS
1
3
2
3
El
El
Other Equipment:
Notes:
Inspector Signature: Date: June 18, 2015
Electrical 81 Compliance Form.xls
37:3
4z,_7
TOWN OF SOUTNOLD BUILDING DEPT:
765-1802
INSPECTION
[, FOUNDATION IST [ ]ROUGH PLUMBING
[ ]FOUNDATION 2ND [ ]INSULATION
[ ]FRAMING /STRAPPING [ ]FINAL
[ ]FIREPLACE 8 CFi1MNEY [ ]FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL)
[ ]CODE VIOLATION [ ]CAULKING
REMARKS:
DATE ( / INSPECTOR
�o,pF SO(/lyOlo
cOUMiN,�
TOWN OF SOUTHOLD BUILDING DEPT.
e
INSPECTION
Dwr� l� l oNsPEcTo
4
r4f so
cou
TOWN OF SOUTHOLD BUILDING. DEPT.
765-1802
INSPECTION
FOU ATION I ST ]ROUGH PLUMBING
F UNDATION 2ND INSULATION
FRAMING / STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION 1 CAULKING
DAT --INSPECTOR
fjf so
ia_
TOWN OF SOUTHOLDBUILDING. DEPT.
765-1802
INSPECTION,' -
D A T E'- INSPECTOR -t--'
TOWN OF°SOUTHOLD BUILDING- DEPT.
765-1802
INSPECTION
t
[ ]ROUGH PLUMBING
[ ] II�,SULATION
[ v� FINAL
[ ]FIRE SAFETY INSPECTION
[
FIRE-RESISTANT PENETRATION
C 1 ELECrRicai. (FINAL)
[ ]CAULKING
TOWN OF SOUTHOLD BUILDING DEPT.
12 765-1802
INSPECTION
DATE 4. 105 INSPECTOR
so
cou
TOWN- OF'SOUTHOLD BUILDING7 DEPM-,
765-1802
INSPECTION—
FOUNDATION IST
FOUNDATION 2ND
FRAMING/ STRAPPING
FIREPLACE & CHIMNEY
FIRE RESISTANT CONSTRUCTION
ELECTRICAL (ROUGH)
CODE VIOLATION
REMARKS:
I I ���H PLUMBING
[V�INSULATION'
FINAL
FIRE SAFETY.INSPECTION
FIRE RESISTANT PENETRATION
ELECTRICAL (FINAL)
CAULMN67----\
DATE INSPECTOR
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, ICY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoughoRdTown.NorthlF+'ork-net
Examined 120
Approved 920
Disapproved a/c
Expiration . 20
R D E C El� y E'
1 U NOV ' 5 2014
BUILDING PERMIT APPLICATION CHECKLIST
PERMIT NO.
Building Inspector
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Storm -Water Assessment Form
Contact: `I -
Mail to:�
Phone:
TION FOR BUILDEgG PERMUT
I['gSTRUCTEONS
Date /. 120.
BLDG. DEPT.
a. This RplieatiowN.9JST be coo npletely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to sc e. 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.
(Si ature of applicant or name, if a corporation)
t G&kL14W,e_
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
CL. `lam
Name of owner of premises v
(As on th
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.2(
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on
House Number
County Tax Map No."1000
Subdivision
work will be done:
roll or latest deed)
Hamlet
Section Block r• g ;;"7 t i ,i ;f; ; ; �.�i Lot
Filed`M6P.Nor
2. State existing use and occupancy of premises and
a. Existing use and occupancy Q f
b. Intended use and occupancy X116
occupancy of proposed construction:
3. Nature of work (check which applicable): New Building Addition °�/ Alteration
Repair removal Demolition Other Work
4. Estimated Cost # �A Fee
5.
(Description)
(To be paid on filing this application)
If dwelling, number of dwelling units per, Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front 701 Dear ��1� dI Depth _ 572 i
Height I Number of Stories tQ8
Dimensions of same structure with alterations pr additions: Front -7y 1 Rear 4� 6�
Depth Z3Ld Height '2-6 Number of Stories tj,116
8. Dimensions of entire new construction: Front rear Depth i-?Rz,kJ
Height Number of Stories ,L no
9. Size of lot: Front 9 rear �W-A Depth q Ct f-05 I
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated-, K
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re -graded? YES NO V Will excess fill be removed from premises? YES / NO
14. Names of Owner of premises kAA4, Address A(VLQOrk _ CY Phone No. T7 S G (( Z
Name of Architect SyAlWA Address Phone NoZjt�.S�
Name of Contractor 9, 0 eckwhbt Address . Phone No. c; eq
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF11 1
t being duly sworn, deposes and says that (s)he is the applicant
_(Name cf_individ°aal signing contract) above named, _
R . ". f L.
(S)Ht� 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.
Swo two before me this
day of '�� ' 20
Notary PublicpATRICIA RICHARDS
NOTARY PUBLIC, STATE OF NEW YORK
NO. 01 816042467
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES MAY 30, 20
e ,
Signature of Applicant
Aew York Department of •, •
2111111111111111111
Building 40 - SUNY, Stony Brook, New York 11790-2356
Phone: (631) 444-0365 m PAX: (631) 444-0360
Website: www.dec.state.ny.us Erin i Crotty
Commissioner
Letter of Non -Jurisdiction - Tidal Wetlands Act
Elizabeth Sheehan July 15, 2002
63 West 891h Street
New York, NY 10024-2002
Re: Sheehan Property, Park Avenue, Mattituck
SCTM# 1000-123-7-11
Application # 1-4738-03046/00001
Dear Ms. Sheehan:
Based on the information you have submitted, the New York State Department of Environmental
Conservation has determined that:
The property that is landward of the pre-existing (prior to 8/20/77) bulkhead which is more than
100 feet in length, as seen on in-house B&W aerial photograph # 323, is beyond the jurisdiction
of Article 25 (Tidal Wetlands).
Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part
661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no
construction, sedimentation, or disturbance of any kind may take place seaward of the tidal
wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility
to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration
or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may
result from your project. Such precautions may include maintaining adequate work area between
the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area)
or erecting a temporary fence, barrier, or hay bale berm.
Please be further advised that this letter does not relieve you of the responsibility of obtaining
any necessary permits or approvals from other agencies.
cc: BMHP
T. Samuels
File
a
Sincerely,
ar C. Carrara
Permit Administrator
Scott A. Russellrwf
S'7C'�01R.I��] WA\T]ER..
SUPERVISOR n M[ANAG]EMIENT
SOUTHOLD TOWN HALL - P. O: Box 1179
53095 Main Road- SOUTHOLD, NEW YORK 11971
Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT)
DOES THIS PROJECT INVOLVE _ Alm''!, "OF THE E 1FO LLOWING:
(CHECK ALL THAT APPLY)
Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet .of ground surf ace.
Excavation or f illing involving more than 200 cubic yards of material
within any parcel or any contiguous area.
Site preparation on slopes which- exceed 10 feet vertical rise to
100 feet of ;horizontal distance.
EYD. Site preparation within 100 feet of
erosion hazard area.
wetlands, beach, bluff or coastal
r7 Site preparation within the one -hundred -year f loodplain 'as depicted
on FIRM Map of any watercourse.
[]E2KF. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was .received by the Town and the proposal includes
.in-kind replacement of impervious surfaces.
If you answered NO'to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County, Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to_one-or more of the above, please submit Two. copies of a Stormwater Management Control Plan
and- a completed Check--LisUorm to the. Building -Department witF —your Building Permit Application.
FORM # SMCP -- TOS MAY 2014
S.C.T.M.1
APPLICANT: (Property Owner, Design Professional, Agent, Contractor,. Other)
',NAME.
,Prmil
� a
Contact Information
Mlepho Number)
'Property Address / Location of Construction Work:
i3✓� �Y °� � 1I Vfe
d .
Section.
Block Lot
FORM # SMCP -- TOS MAY 2014
S.C.T.M.1
1000
Date:
District
d .
Section.
Block Lot
**** FQRf$UILDIK DEPARTMENT USE ONLY
Reviewed By:
Date:
nZApproved for; processing Building Permit.
Stormwater Management Control P1an.Not Required:
®Stormwater Management Control Plan is Required.
(Forward'to Engineering Department for Review.)
Town Hall Annex
64375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
Q
REQUESTED BY:
Company Name:
Name:
License No.:
No..
BUILDING DEP
TOWN OF SO
JOBSITE INFORMATION: (*Indicates required inform
*Name: Sb r JqA /.)
*Address:✓'
*Cross Street:
*Phone No.:
Permit NG'. -
Tax -Map District: 4000 Section: Block:
*BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Telephone (631) 765-1862
roQer.richert(a)"taown soutf�io�d ny us
Date:
't � =
Lot:
(Please Circle All That Apply) {
Is job ready for inspection: YES NO Rough In Final
*Do -you need a Temp Certificate: YES /,IqM 1
Temp Information (if needed)
*Service Size: 1 Phase 3Phase 900 450 200 300 350 400 Other
*New Service: Re -connect Underground Number of Meters 'Change of Service Overhead
Additional Information: PAYhAI=KIT n11r: tnil- u n•oor
.82=Request for Inspection Form
n WNr OF -SOUTHOLD PROPERTY
i7
RE. 91-
STREET (J
VILLAGE
DISTRICT
SUB.
LOT
of) � Vt, : P
H d' + �
s' � t 6 � 't tl �
'� 9
l�
` � ,d ,•.,,fp,,! a �m ,i
FORMER OWNER[
kf�
N
E
ACREAGE
LSO"go,
LAND,
IMP.
TOTAL
DATE
S
w
TYPE OF BUILDINQ'
3)
RE. 91-
SEAS.
VL.
FARM
COMM.
-IND.
CB.
misc.
LAND,
IMP.
TOTAL
DATE
REMARKS
3)
-,z'o
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7s
-v��{��A�r�:.�;..
"76 6 Q
,71
0)5 4'5
L (7 9 .17 Su �"k s
y byc'
��°.`'3�f�
lid �f�! CONC�IT�I�aN~� +�
IC.7'�.�?� :�'� `{.sem. p,�}�'��'t ', '-� }�..,� f.�E:�-'r
Gari
cre
V lue Per, Acre
Vq
e
300
2-710
////0,--
5121169 BPA'34�q� AJJ 4i-OnI+e a'ldkio 11
Tiflab le 2
—Z --7 -0 oZq _S j/
J2 2--hiam
Tilld,ble 3
Woodland
Swampland
Brushland'-"'
House Plot
Toto,6,
I
-
? t 7)
L2—
Foundation
Both
:xtension
Basement
x-
xtensi , 6 h
121-7-11.1 3/10
150
123.-7-11.1 Poolhouse/Garage 3/10
Ext. Walls
-,gel j
-
? t 7)
L2—
Foundation
Both
:xtension
Basement
Floors
xtensi , 6 h
L 0
kb Y, O
Its - Y,
150
19�0
-72—
Ext. Walls
Interior Finish
:xiensionFire
AC—
160
Place
Heart AA ,r.1
Porch
Attic
V
1,47-- 4o --A
Porch
Rooms 1st Floor
r 6-ezeway
Patio
Rooms 2nd Floor
age
3 -?c>
'
Driveway.
61,116
�/ .....
2,00
46
3,37
S T E E L M A N
November 3, 2014
Southold Building Department
Town Hall Annex
Main Road
Southold, NY 11971
Re: ADDITION TO THE SHEEHAN RESIDENCE
640 Park Avenue
Mattituck, NY 11962
SCTM # 1000-123-7-11
Attached, please find the following:
1. Building Permit Application
2. (4) sets stamped CONSTRUCTION DRAWIN
3. Stormwater Management Work Sheet
4. DEC NJR
5. ResCheck
6. Check for $250.00
7. C.O. application
J NOV - 5 2014
S
The project includes the addition of a one story Entry foyer and covered porch to an
existing residence, including limited renovations to the existing. There is no plumbing or
sanitary work. The entire existing residence and proposed addition is greatly in excess
of 100 feet to wetlands, placing it outside the Southold Town Trustees jurisdiction.
Please review all materials and issue a BUILDING PERMIT at your earliest
convenience.
Sincerely,
!� e
Tom Samuels
ARCHITECTS
25235 MAIN ROAD
CUTCHOGUE, NEW YORK 11935
(631) 734-6405
FAX (631) 734-6407
REScheck Soft ver ire Versiun 4.5'.0
Compliance Certificate
Project Addition to the SHEEHAN RESIDENCE
Energy Code:
2010 New York Energy Conservation
Location:
Suffolk County, New York
Construction Type:
Single-family
Project Type:
Addition
Climate Zone:
4 (5750 HDD)
Permit Date:
6
Permit Number:
95 19.0 2.5 0.051
Construction Site: Owner/Agent:
640 Park Avenue Robert and Elizabeth SHEEHAN
Mattituck, NY 11952 320 Central Park West
Apt. 16A
New York, NY 10025
212 873 5112
Designer/Contractor:
Tom Samuels
Samuels and Steelman Architects
25235 Main Road
Cutchogue, NY 11935
631 734 6405
Tom@samuelsandsteelman.com
' I _
Compliance: 17.5% Better Than Code Maximum UA: 63 Your UA: 52
The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home.
Envelope ASSembHeS
..5 .�'.x:9 �. .: � _. ' LN�17C•11dQ LnY-'VCJLII_0.9
0
Ceiling 1: Flat Ceiling or Scissor Truss
189 30.0 2.5 0.032
6
Wall 1: Wood Frame, 16" D.C.
153 19.0 2.5 0.051
4
Door 1: Glass
65 0.340
22
Door 2:, Glass
18 0.340
6
Wall 2: Wood Frame, 16" D.C.
95 19.0 2.5 0.051
5
Wall 3: Wood Frame, 16" D.C.
64 19.0 2.5 0.051
3
Floor 1: All -Wood joistfrruss:Over Unconditioned Space
189 30.0 2.0 0.030
6
Compliance Statement. The proposed building design described
here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy
Conservation Construction Code requirements in REScheck Version 4.6.0 and to comply with the mandatory requirements listed in
the REScheck Inspection Checklist.
fiC,atw
i(.3 f Q
Name -Title
Sig ature Dat
Project Title: Addition to the SHEEHAN RESIDENCE Report date: 11/03/14
Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Sheehan\ResCheck.rck Page 1 of 1
G
DRAINAGE CALCULATIONS
AREA OF NEW ROOF DW
DRY WELL AREA x RAINFALL x RUNOFF FACTOR
(DW) 443 SF x (2/12 FT.) x 1.0 = '73.8 CU. FT
USE: (1) V DIAMETER x 8' HIGH POOL
(1) 5'X 8' STORM DRAIN RING = 33-7.8 CU. FT.
PROVIDED REM I RED
33-7.8 CU. FT. > '13.8 CU. FT.
Land now or formerly of
Mark � Lynne Arecleon
SCTM # 1000-123-7-11
PROPERTY: 640 Park Ave
ADDRESS Mattituck, ny, 11952
OWNER: Elizabeth Sheehan and Robert C Sheehan
63 West 89 Street
New York, NY 10024
SITE: 146,361.6 sf = 3.36 ac
ZONING: R-40
SURVEYOR: Rampart Surveying P.C.
PO Box 377
Jamesport, NY 11947
LICENSE # LS 34408
DATED August 17, 1995
New g ffolk Ave
Dee v
a�
Creek
� v
x,
un a1 �\�
�X
Mattituck CenteC
Aviation \NN''
Pve \\ W
X \\\'
Peconic
L-cAricA riun Vr TVrrric,-ril VT
Isabelle F Sorkistian $ others
SCALE: 1" =30'-0"
A.
EXISTING BULKHEAD
.58"W
0'
r
_KHEAD
Q
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0
U
U
Q
U
Of
CD
DATE /4 B.P
FEF
Nk-T'r=Y 1!.iL.:i ..
I c :)2 8 r Ohl i,i
FOLLOWING INSPECT IONS:
1. FOUNDATION - TWO F<LO RE:D
FOR POURED CONCRETE
2. ROUGH - FRAMING, PLUMBING,
STRAPPING, ELECTRICAL & CAULKING
3. INSULATION
4. FINAL - CONSTRUCTION & ELECTRICAL
MUST BE COMPLETE FOR C 0.
ALL CONSTRUCTION SHALL M' FT TE IE
REQUIREMENTS OF THE CC';1.:> O` %EVJ
YORK STATE. NOT RESPON`,ICI_F. :')P,
DESIGN OR CONSTRUCTION ERi
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PROJECT NO:
1408
DRAWN BY:
UT
CHECKED BY:
TS
DATE: 10/28/14
SCALE: 1" = 30'-0"
SHEET TITLE:
SITE
PLAN
�)VrtIx
SH ET -NO:
FILTER CLOTH MIN.
w BELOW GRADE
WIRE FENCE W/
FILTER CLOTH
BOUND HAYBALE
SURFACE
k DRAINAGE
„ y FLOW
METAL WIRE FENCE W/
FILTER CLOTH AND METAL
POSTS 10' MAX 5PACIN6
ANGLE STAKE INTO
PREVIOUS BALE
SURFACE DRAINAGE FLOW
2" REBAR,5TEEL PICKETS
OR 2" X 2" STAKES 1-1/2"
- 2" IN GROUND DRIVE
FLUSH W/ TOP OF BALES
BOUND HAYBALES (ABUT TO
ADJOINING BALE TIGHTLY)
HALEBALE TO BE EMBEDDED INTO
SOIL MINIMUM OF 4" AND BINDIN65
PLACED HORIZONTALLY
`Y WRAP SILT FENCE UNDER HAYBALE
AND DRIVE STAKE THROUGH.
TEMPORARY STORM WATER
RUNOFF CONTROL MEASURE
EROSION & SEDIMENT CONTROL DETAILS
NO SCALE
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).
2. Excavation for a new building foundation (+/- 3 ft below finished grade),
3. Construction of a new building foundation, swimming pool and retaining walls
4. Installation of on site drainage structures (permanent storm water runoff control measures)
5. Installation of underground piping from gutters downspouts to the drainage structures
6. Filling and grading of soil above drainage structures
7. Construction of new terraces
8. Installation of new landscaping plants, lawns and automatic irrigation system
9. Refinish ofl driveway surfaces
10. Removal of the temporary erosion control measures (silt fence barriers)
SITE DATA
Soil Classification: See Site Plan
Receiving Waters: Great Peconic Bay
Contractor: N/A
POLLUTION CONTROL MEASURES
In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment
control measures including, but not limited to, the following shall be employed during construction:
A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall
remain undisturbed.
B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are
exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded
and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in
accordance with the soil conversation service recommendations.
C. Bare soils shall be' seeded within 14 days of exposure, unless construction will begin within 21 days as sections are
completed, or if construction on an area is suspended, the area shall be seeded immediately.
a. Seed preparation - scarify soil if compacted, remove debris and obstacles such as roots and stumps.
b. Soil Amendments
1. Lime to ph 6.0
2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.)
c. Seed Mixtures
1. Temporary seedlings
a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.)
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
October/November.
2. Permanent seedlings - See Landscaping plans
D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from
cleared slopes.
E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems.
Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until
construction is complete.
F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The
construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be
removed or cleaned on a daily basis.
G. All runoff shall be retained on site in accordance with :local regulations and approvals. Drainage inlets installed on site shall be
protected from sediment buildup through the use of appropriate inlet protection.
H. Appropriate means shall be used to control dust during construction.
I. Sediment barriers and other erosion control measures shall remain in place until upland disturbed areas are permanently
stabilized. 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
must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance
measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of
sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices.
K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and
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 placement of dumpster's to control the buildup of debris. The contractor shall periodically
clean up any debris accumulated along the temporary fence and empty the dumpster's regularly.
The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to
the Engineer/Architect for revision of the SWPPP where appropriate.
DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE
Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete
septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and
siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor
paving materials.
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 materials will be temporarily
stored and dumpster shall be emptied weekly by a private carting company.
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PROJECT NO:
1408
DRAWN BY:
UT
CHECKED BY:
TS
DATE: 10/28/14
SCALE:
NTS
SHEET TITLE:
SWPPP
DETAILS
& NOTES
SHEET NO:
WIND-BORNE DEBRIS PROTECTION FOR OPENINGS
FOR WALL OPENING PROTECTION OF 120 MPH 3 -SECOND N I ND GUSTS
( MAX I MUM MEAN ROOF HE I CHT: 55)
SHUTTER ASSEMB
N.T.S.
FOR PANEL SPANS: 0 < 4'0 WIDE S
23/32" (3/4") APA SPAN -RATED 48/24
(OVERLAP AROUND OPENINGS 4")
ASSEMBLY:
ATTACHING STRUCTURAL PANEL: FA5Tf
#10x3" (w/ WASHERS) GALVINIZED OR
WOOD SCREW ® 1611 O.G.
ALTERNATI VE FASTENER FOR SHUTTER
#10 TEE NUTS ATTACHED TO BLDG. w/ 4
MACHINE BOLT o 12" O.G.
SHUTTER ASSEI
N.T.S.
FOR PANEL SPANS: 4' OR WIDER
23/32" APA SPAN -RATED 48/24
(OVERLAP AROUND OPENINGS 4")
2x4 STRONG -BACKS ® 24" OG
ASSEMBLY:
1). PREASSEMBLE PLYWOOD TO 2:
STAINLESS STEEL WOOD SCREW
2). ATTACHING STRUCTURAL PANE
#10x3" (W/ WASHERS) GALVANIZEL
WOOD SCREW @ 16" O.G.
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING:
#10 TEE NUTS ATTACHED TO BLDG. W/ #IOXI-1/2 ( W/ WASHERS)
MACHINE BOLT a 12" O.G.
1 * �
PROTECTION IS REQUIRED FOR ALL GLAZED AREAS.
IN ACCORDANCE WITH LARGE MISSILE TEST OF
ASTM E I aqb AND OF ASTM 1886.
CONTRACTOR MAY USE WOOD STRUCTURAL PANELS
IN LIEU OF THE ABOVE MENTIONED WINDOWS.
PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH
HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO
ALIGN WITH WINDOW JACK POSTS, HEADER + SILL PLATE.
PANELS TO BE MAINTAINED ON SITE.
LABEL LOCATIONS ON EACH PANEL.
GABLE ROOFS
04,10
HIP ROOFS
100< 0('300
0
h
OLIO O
0
h
GABLE ROOFS
100< 0 (30 0 100< 0 ( 45 0
PROVIDE 8d COMMON NAILS ® 4'0.r-,.
AT HIGH PRESSURE ZONE -611 O.G.
AT INTERIOR PORTIONS OF ROOF - TYP.
LY:
)C
0
In
100( O X45 0
PROVIDE 8d NAILS ® 4" O.G. AT PERIMETER INTERIOR
PORTIONS OF PANELS IN HIGH PRESSURE ZONES.
NOTE : a = 4 FT. IN ALL GASES
COMPONENT AND CLADDING PRESSURE ZONES
SIMPSON LSTA - 20 GAGE
RIDGE STRAP - ALL ROOF RAFTERS
2 x 6 TIE a EACH RAFTER
IN VIEW OF STRAP.
ICE SHIELD UNDERLAYMENT
REQUIRED - 24" FROM EDGE
iALTERNATE P051TION OF
HURRICANE CLIP USE
SIMPSON H3
SIMPSON H2 HURRICANE
CLIP NAILED. FROM
RAFTER TO STUD. -
TYPIGAL ALL RAFTERS
5 - Sd NAILS EACH END
APA RATED PLYWOOD TO
EXTEND TO TOP OF TOP PROVIDE 8d COMMON
PLATE. NAILS a 4" O.G. AT
EXTERIOR EDGE OF ALL
SHEATHING.
PLYWOOD 5HEATHIN6
TO OVER LAP BOX
BEAM - TOP + BOTTOM.
SIMPSON M5T2'i
1 1/2" WIDE - 20 GAGE
METAL STRAP ®48" OG.
DOUBLE TOP
2 x 6 016" O.G. PLATE
STUDS
WRAP + NAIL STRAP
3-8d (TOE NAILED)
CEILING JO I5T/TOP PLATE
3-Sd (TOE NAILED)
AROUND SILL PLATE
?-lbd (FACE NAILED)
CEILING JOIST LAPS OVER PARTITION
4 - 8d NAILS
AT ANCHOR BOLT
2-8d (ea. end 1-1/4" strap)
BLOGKING/RAFTER
SIMPSON M5T2'7
RIM BOARD/RAFTER
2-16d (END NAILED)
TOP PLATE/TOP PLATE
2-16d (FACE NAILED)
TOP PLATE AT INTERSECTIONS
4-16d (FACED NAILED)
1 1/2" WIDE - 20 GAGE
2-16d (FACE NAILED)
HEADERMEADER
METAL STRAP 048" OG.
NAIL SHEATHING TO SILL PLATE
TOP or BOTTOM PLATE/STUD
2-16d (END NAILED)
BOTTOM PLATE/FLOOR JOIST
2-16d (FACE NAILED)
Sd NAILS ® 4" O.G.
4-5d (TOE NAILED)
tfCi, `y;
2-8d (TOE NAILED)
2 - #5 RESAR
<�r :;�L`
2 x 6 SILL PLATE
3-16d (TOE NAILED)
-44
ACG TREATED.
JOIST ON LEDGER/BEAM
5-5d (TOE NAILED)
BAND JOIST/JOIST
SEE FOUNDATION DWG.
Y'�'
2-16d (TOE NAILED)
FOR DESIGN.
' "''
5/8" x 12" A.B. ®48" OG.
Sd (ONE/RAFTER)
'ryyr..Y
w/ FENDER WASHER.
HOLD DOWN + SHEAR CONNECTION
CRITICAL LOAD PATH
SHALL COMPLY W/NYS50 CHAPTER #2304.cf .6
NAILING SCHEDULE
TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST
4 PAPER ASSOCIATION
SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES
RAFTER/TOP PLATE
3-8d (TOE NAILED)
CEILING JO I5T/TOP PLATE
3-Sd (TOE NAILED)
CEILING JO15T/PARALLEL RAFTER
?-lbd (FACE NAILED)
CEILING JOIST LAPS OVER PARTITION
'7-16d (FACE NAILED)
COLLAR TIE/RAFTER
2-8d (ea. end 1-1/4" strap)
BLOGKING/RAFTER
2-5d (TOE NAILED)
RIM BOARD/RAFTER
2-16d (END NAILED)
TOP PLATE/TOP PLATE
2-16d (FACE NAILED)
TOP PLATE AT INTERSECTIONS
4-16d (FACED NAILED)
STUD/STUD
2-16d (FACE NAILED)
HEADERMEADER
I6d (FACE NAILED)
TOP or BOTTOM PLATE/STUD
2-16d (END NAILED)
BOTTOM PLATE/FLOOR JOIST
2-16d (FACE NAILED)
JOIST/SILL, TOP PLATE or GIRDER
4-5d (TOE NAILED)
BRIDGING/JOIST
2-8d (TOE NAILED)
BLOCKING/JOIST
2-5d (TOE NAILED)
BLOCKING/SILL orTOP PLATE
3-16d (TOE NAILED)
LEDGER 5TRIP/BEAM
3-16d (FACE NAILED)
JOIST ON LEDGER/BEAM
5-5d (TOE NAILED)
BAND JOIST/JOIST
3-16d (END NAILED)
BAND JOIST/SILL or TOP PLATE
2-16d (TOE NAILED)
PLYWOOD ROOF DECKING
Sd ®4" O.G. EDGES, @8" O.G. FIELD
STRIP SHEATHING
Sd (ONE/RAFTER)
PLYWOOD WALL SHEATHING
Sd ®4" O.G. EDGES, @8" O.G. FIELD
PLYWOOD 5U5FLOOR DECKING
8d @6" O.G. EDGES, ®12" O.G. FIELD
STRUCTURAL REVIEN E3)00' (D15a-0-7WEST MONTAUK HIG ASTEV� MARESCA/ FE T 8 HAMPTON B,4Y5, NY IIci46
PHONE 631 728 ci480
USE/OCCUPANCY
CLASSIFICATION
SIN6LF= FAMILY RESIDENTIAL
HEIGHT
55'-0" MAXIMUM
FIRE AREA
RES I DENGE : X
TYPE OF CONSTRUCTION
CONVENTIONAL L I CHT FRAME MOOD
GONSTRUGT I ON
GENERAL NOTES
I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN
ACCORDANCE WITH THE NEW YORK STATE UNIFORM
BUILDING CODE, AND THE NEW YORK STATE ENERGY
CONSERVATION CODE, AND LOCAL AUTHORITIES.
2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A
MINIMUM 28 DAY STRENGTH OF 3000 PSI
3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS F I R -
LARCH STRUCTURAL GRADE #2 OR BETTER.
4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL
STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL
PARTITIONS, EXCEPT AS NOTED ON DRAWING.
S. BRIDGING TO BE PROVIDED FOR ALL JOI5T5 AND
FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT.
6. ALL D I MENS I ONS AND GRADE CONDITIONS TO BE
VERIFIED BY CONTRACTOR(5) PRIOR TO START OF
CONSTRUCTION AND ORDERING OF MATERIALS. THIS
FOUNDATION HAS BEEN DESIGNED FOR A SOIL
BEARING CAPACITY OF TWO (2) TSF AND GRADES
LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT
THESE CONDITIONS ARE MET. ALL FILL BENEATH
CONCRETE SLABS TO BE COMPACTED TO Q5%
RELATIVE DENSITY.
7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE
SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER
BY TRIPLE UPRIGHTS. ALL HEADERS TO BE
MINIMUM OF 2-2x8 OR AS 5HOWN ON DRAWING.
8. PROVIDE FIRESTOPPING AT ALL LEVEL
PENETRATIONS
Q. PROVIDE FLASHING AT ALL ROOF BREAKS,
CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS
AND DECKS ETC..
10. DO NOT SCALE DRAWINGS.
II. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE
FOR THE INSPECTION OR SUPERVISION OF
THIS CONSTRUCTION PROJECT, FEDERAL, STATE
AND LOCAL ZONING AND BUILDING CODE COMPLIANCE
SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
FRAMING NOTES
I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED
DOUGLAS FIR -LARCH STRUCTURAL GRADE No. 2 OR
BETTER.
2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8"
MIN. THICKNESS OR AS NOTED.
3. ALL 5U5FLOORING TO BE APA RATED 5TURD-I-FLOOR,
EXP05URE I, 3/4" MIN. THIGKNE55. ALL EDGES OF
PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND
NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS.
4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED
WITH DOUBLE UPRIGHTS, q' -O" AND OVER WITH
TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A
MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING.
5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS
AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED
o 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR
CIRCULATION I N ROOFS.
6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights,
stairs etc.) OR AS NOTED ON DRAWINGS.
'7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL
PARTITIONS OR AS NOTED ON DRAWINGS.
8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED
WITH RATED GALVANIZED METAL CONNECTORS BY
"TECO" OR APPROVED EQUAL.
Cf. NAILING 50HEDULE SHALL BE AS PER THE N.Y.S.
BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS
SHALL RECEIVE 5 -IOD NAILS AT SILL AND PLATE.
ALL EXTERIOR NAILS SHALL BE GALVANIZED.
DESIGN CRITERIA:
DESIGN IN ACCORDANCE WITH AMERICAN
FOREST PRODUGT5 WOOD FRAME
OON5TRUOTION MANUAL FOR I + 2 FAMILY HOU5E
PRE50RIPTIVE METHOD
GROUND SNOW LOAD - 45 P5F.
FIR5T LEVEL - 40 P5F. L.L.
LIVING AREA5 - 40 P5F. L.L.
BEDROOM5 - 30 P5F. L.L.
WIND SPEED - 120 MPH
5E15MIC DESIGN CATEGORY - S
WEATHERING - SEVERE
FR05T LINE DEPTH - 36"
TERMITE - MODERATE TO HEAVY
DECAY - 5L I GHT
GE 5H I ELD UNDERLAYMENT REQU I RED - YE5
15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY
SHALL BE DESIGNED AND BUILT IN ACCORDANCE
WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH.
14. THIS 5TRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE WITH THE NEW YORK STATE ENERGY
CONSERVATION CODE.
15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL
CHANGES PRIOR TO AND DURING CONSTRUCTION.
I6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE
DESIGNED AND SPECIFIED BY OTHERS.
1'1. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE
GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM
A-325 BOLTS, 3/4" DIAMETER.
18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND
INSURANCE NECESSARY TO PROTECT THE ENG I NEER
AND OWNER.
la. DO NOT BACKFILL AGAINST FOUNDATION WALL5
UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE.
20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL
AND IN BASEMENT ( IF APPLICABLE). POSITION NEAR
ENTRY FROM HOUSE TO ATTACHED GARAGE AREA.
21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND
ON EACH LEVEL OF DWELLING AS REQUIRED BY
NEW YORK STATE BUILDING CODE.
22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO
AN EXISTING DWELLING REQUIRING A BUILDING PERMIT
NOW REG2UIRE5 THAT ALL SLEEPING ROOMS IN THE
HOUSE BE UPGRADED WITH HARD WIRED
INTERCONNECTED SMOKE ALARMS.
23. THE NY5 CODES ALSO APPLY TO ACCESSORY
STRUCTURE DESIGN.
24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD
10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d a 4"
ox.. EXTERIOR EDGES AND 6 d a 12" o.c.
I NTERMED I ATE.
II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING
AND WATERPROOFING SHALL BE BY ARCHITECT.
12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE
AND STUD WITH GALVANIZED HURRICANE TYPE
CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR
TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE
CLIPS AT ALL PERIMETER JOIST TO GIRDER
CONNECTIONS.
13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA
PACIFIC GPI SERIES WOOD -I -BEAMS AND LVL
PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND
HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED
AS PER MANUFACTURERS RECOMMENDATIONS. WEB
STIFFENERS SHALL BE REG2U I RED AT ALL LOAD AND
BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4"
LVL RIM JOIST SHALL BE REQUIRED AT FLOOR
PERIMETERS. HANDLING, STORAGE, AND ERECTION OF
COMPONENTS SHALL BE AS PER MANUFACTURERS
RECOMMENDATIONS.
14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA.
GALVANIZED MACHINE BOLTS ® 12" O.G..
15. TH 1 S DRAWING 15 AN INSTRUMENT PREPARED TO
FAG I L I TATE CONSTRUCTION AND SHALL NOT BE
CONSTRUED AS A CONTRACT BETWEEN BUILDER AND
OWNER.
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PROJECT NO:
1408
DRAWN BY:
UT
CHECKED BY:
TCS
DATE:
10/28/14
SHEET TITLE.
STRUCTURAL
NOTES &
DETAILS
SHEET NO:
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PROJECT NO:
1408
DRAWN BY:
TS
CHECKED BY:
DATE:
10/28/14
SCALE:
1/4'v = 1' - 0"
SHEET TITLE:
FIRST
FLOOR
PLAN
SHEET NO:
Nftll, J=
%j uwP
SCALE: 1/4" = V-0"
PROVIDE PLASHING AT CHIMNEY,
INCLUDING LEAD REGLET AT EXISTING
MASONRY 4 COUNTERFLA5HIN&
WATERTIGHT
NEW ROOF TO EXTEND 4 MATCH EXISTING,
INCLUDING CURVED SWEEP FROM EXISTING
UPPER TO NEW LOWER ROOF. PROVIDE
5/4" PLYWD. DECKING, 30# BLDG. PAPER 4
ASPHALT ROOF 5HIN&LE5 TO MATCH
2x6®Ib" STUD WALL FROM UNDERSIDE
EXISTING ROOF TO GLC. JOISTS BELOW
FRAMED CRICKET w/3/4" PLYWD. DECKING
4 EPDM MEMBRANE ROOFING. PROVIDE
FLASHING AT ALL EDGES, WATERTIGHT
NOTE: ALL EXTERIOR STEEL TO BE
TRIPLE GALVANIZED
-----------------------
- - - - - - - - - --------
----------
- - -
-----_--_- _--
--f
EXISTING CRAWL';
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BASEMENT
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2411x241' ACCESS IN
EXISTING
FOUNDATION
MAIN ELECTRIC 4
ALARM PANELS
TO REMAIN
r
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I X FOUNDATION WALL 4
BASEMENT STAIR WALL
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PORCHrBOVEB
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11-211
ull -
'71-:281
EDGE OF EXISTING PORCH
APPROX. LOCATION OF EXISTING
�N 500 GAL. OIL TANK TO BE
REMOVED 4 DISPOSED OF
0
24" DIAMETER x 45" DEEP
50NOTUBE SET ON UND 15TURBED
SOIL. PROVIDE SIMPSON 055-4.5
&ALV. METAL BRACKET
HHUS210-5 SIMP50N HANGER
NEW 8" THK. MASONRY
FOUNDATION WALL ON 8"x16"
O GONG. FOOTING. SEE SECTION
FOR REINFORCEMENT. PROVIDE
CAST IN PLACE FOUNDATION
BOLTS ® 5211 O.G.
OPERABLE
VENT -
0
U)
HHU5210-5 51MP50N NOTE:
HANGER PRIOR TO EXCAVATION, HAVE AREA TONED OUT
FOR UNDERGROUND UTILITIES. TAKE EXTREME
CAUTION TO AVOID DAMAGE TO ELECTRIC, GAS,
=ry WATER OR OIL LINES
APPROXIMATE LOCATION OF EXISTING
UNDERGROUND OIL STORAGE TANK. PUMP
DRY AND REMOVE. PROVIDE NEW OIL TANK IN
APPROVED LOCATION
24" DIAMETER x 48" DEEP SONOTUBE SET
ON UNDISTURBED SOIL. PROVIDE 51MP50N
GB5-4.5 &ALV. METAL BRACKET
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1408
DRAWN BY:
1V
2x10 LEDGER vc#4' TIMBER SCREWS ® 1
I6 O.G. TOP 4 BOTTOM ( '
2x10 ®I6 TR. 4. DEGL JOISTS
NEW GOiVERED
PORCHrBOVEB
11
:1
x10 TR. 110^17.
11-211
ull -
'71-:281
EDGE OF EXISTING PORCH
APPROX. LOCATION OF EXISTING
�N 500 GAL. OIL TANK TO BE
REMOVED 4 DISPOSED OF
0
24" DIAMETER x 45" DEEP
50NOTUBE SET ON UND 15TURBED
SOIL. PROVIDE SIMPSON 055-4.5
&ALV. METAL BRACKET
HHUS210-5 SIMP50N HANGER
NEW 8" THK. MASONRY
FOUNDATION WALL ON 8"x16"
O GONG. FOOTING. SEE SECTION
FOR REINFORCEMENT. PROVIDE
CAST IN PLACE FOUNDATION
BOLTS ® 5211 O.G.
OPERABLE
VENT -
0
U)
HHU5210-5 51MP50N NOTE:
HANGER PRIOR TO EXCAVATION, HAVE AREA TONED OUT
FOR UNDERGROUND UTILITIES. TAKE EXTREME
CAUTION TO AVOID DAMAGE TO ELECTRIC, GAS,
=ry WATER OR OIL LINES
APPROXIMATE LOCATION OF EXISTING
UNDERGROUND OIL STORAGE TANK. PUMP
DRY AND REMOVE. PROVIDE NEW OIL TANK IN
APPROVED LOCATION
24" DIAMETER x 48" DEEP SONOTUBE SET
ON UNDISTURBED SOIL. PROVIDE 51MP50N
GB5-4.5 &ALV. METAL BRACKET
Lu
00
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r
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PROJECT NO:
1408
DRAWN BY:
TS
CHECKED BY:
DATE:
10/28/14
SCALE:
1 /4" = II-OW
SHEET TITLE:
FOUNDATION
& ROOF
PLANS
SHEET NO:
LINE OF CRICKET BEHIND PORCH ROOF
24"x36" FLAT RECESSED PANEL ROOF
CASED PER WINDOWS, FOR ELECTRIC T
CASED COLUMNS w/TOP CAP 4 COVE
HANDRAIL BOTH 51DES OF STEPS,
w/MAHOSANY TOP CAP, PVC BALLUSTE
-------------------
OF FOUNDATION WALL r PVC TO MATCH EXISTING
-ml M
Id
'I "mmmm
MAIN I fm mim
i
--------------------------------------- ---------------------------------------------------------------- - - - - - - - - - - - - - -- ---------------------
NEW BASEMENT ACCESS ENCLOSURE
CUSTOM FABRICATED OF PVC MATERIAL.
PROVIDE FLASHING $ SALV. HARDWARE
REMOVE EXISTINS WINDOW. PROVIDE NEW
DBL. UNIT. INFILL FINISHES INSIDE 4 OUT.
H �LEVATIO`
PROVIDE MATCHING SHUTTERS
------------------------
CRICKET BEYOND w/MEMBRANE,
FLASHED INTO WALL 4 ROOF
_ry
r
minim on
no
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a
I
� I 1
I I
I I I
I I
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-------------------- -r---------------------------
--------------------- r--------------------------
i
------------------ SECOND FLOOR -
------------------FIRST FLOOR
NEW PORCH ROOF w/4x10 RIDGE BEAM
WORNAMENTAL END CUT
2x8 FLYING RAKE WORNAMENTAL END OUT,
SUPPORTED ON RIDGE BEAM 6 PURLINS
LATTICE GRILLE SANDWICHED IN Ix2 FRAME.
SECOND FLOOR
---------------------------
4x4 CENTER POST
4x10 COLLAR TIE, SANDWICHED BETWEEN
TWO RAFTERS, BOLTED PER PLAN
5-1/2" DOOR CASING W/TOP GROWN t CAP
8x8 CASED COLUMNS Y4/TOP CAP 4 COVE
— HANDRAIL BOTH SIDES OF STEPS,
W/MAHOSANY TOP CAP, PVC BALLU5TERS
FIRST FLOOR
-----------------------------
mono
MEN
LLJ
INS
rsm
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r
minim on
no
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-------------------- -r---------------------------
--------------------- r--------------------------
i
------------------ SECOND FLOOR -
------------------FIRST FLOOR
NEW PORCH ROOF w/4x10 RIDGE BEAM
WORNAMENTAL END CUT
2x8 FLYING RAKE WORNAMENTAL END OUT,
SUPPORTED ON RIDGE BEAM 6 PURLINS
LATTICE GRILLE SANDWICHED IN Ix2 FRAME.
SECOND FLOOR
---------------------------
4x4 CENTER POST
4x10 COLLAR TIE, SANDWICHED BETWEEN
TWO RAFTERS, BOLTED PER PLAN
5-1/2" DOOR CASING W/TOP GROWN t CAP
8x8 CASED COLUMNS Y4/TOP CAP 4 COVE
— HANDRAIL BOTH SIDES OF STEPS,
W/MAHOSANY TOP CAP, PVC BALLU5TERS
FIRST FLOOR
-----------------------------
LLJ
3:LuZ
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J
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n
uj
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et
p
Q
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OF
L„ n.
PROJECT NO:
1408
DRAWN BY:
TS
CHECKED BY:
DATE:
10/28/14
SCALE:
1/411 = 1' - 0"
SHEET TITLE:
ELEVATIONS
SHEET NO:
00
VENTED ASPHALT ROOF SHINGLE GAP
ON 5/4" PLYWD. DECKING ON 2x10®16"
RAFTERS
NEW 4x10 RIDGE BEAM WORNAMENTAL
END GUT
CUSTOM WOOD LATTICE IN (2)1x2 FRAME
4x8 COLLAR TIE SANDWICHED BETWEEN
RAFTERS, w/Ixb TOP GAP
4x10 PURLIN w/ORNAMENTAL END OUT
CASED TRIANGULAR BLOCK
PANELED $ CASED DOOR TO ELECTRIC
SERVICE PANEL
8x8 CAEED COLUMN TO MATCH EXI5TN6
v4/TOP GAP 4 COVE MOULDING
MAHOGANY DECKING TO MATCH EXISTING
ON TREATED WOOD FRAMING PER PLANS.
PITCH Y4":12" TO FRONT EDGE. PROVIDE
"BREAD BOARD" NOSING ON LOWER EDGE
MAHOGANY TREADS ON TR. WD.
STRINGERS w/PVC RISERS 6 TRIM
FINAL GRADE w/BRIGK PAVING
24" DIAMETER
v4/POURED IN PLAGL`
TR. WD. POST 8 FRAb
MEN NEI0
PVC, CENTER BEAD PANELING
ON UNDERSIDE CEILING
SPLAY IN CEILING
EXISTING WALL TO BE REMOVED
NEW FOYER
COVERE17
PORCH
// // // / '::��: // // // // // // / .;'"' NEW GROWL
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A
SCALE: 3/8" = V -0"
BEAR EXISTING LOADS ON
NEW GLC. FRAMING PER PLANS
NEA HDR. PER PLANS
BATH
I/IIGROOM
� O
o
NEW FLOOR FRAMING TO
MATCH 8 BE CONTINUOUS
w/EXISTING EX 1 STING
EXISTING MASONRY GRANL
FOUNDATION TO REMAIN
/X
X X
XX
X7 X
N(, jAWQ3,W4
its
0
EXISTING STRUCTURE TO REMAIN
EXISTING FLOORING 4 ALL FINISHES
TO REMAIN
a
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3-; <<
4+ 00 ,
PROJECT NO.: 140
I DRAWN BY: TCS
CHECKED BY:
DATE: 10/28/14
SCALE:
3/8" = 1'-0"
SHEET TITLE:
BUILDING
SECTION
SHEET NO:
7