HomeMy WebLinkAbout38545-Z ; g�yFFOt Town of Southold Annex 11/10/2014
P.O.Box 1179
: 54375 Main Road
W:" Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 37262 Date: 11/10/2014
THIS CERTIFIES that the building FIRE REPAIR
Location of Property: 1375 Bray Ave, Laurel,
SCTM#: 473889 Sec/Block/Lot: 126.-8-6
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
12/2/2013 pursuant to which Building Permit No. 38545 dated 12/4/2013
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:
RECONSTRUCTION(FIRE REPAIR)TO A ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Sweeney,Michael&Sweeney,Nancy
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38545 10-22-2014
PLUMBERS CERTIFICATION DATED 11-05-2014 J. Zee's Plumbing
Auto ' ed S'/ignature
TOWN OF SOUTHOLD
N" BUILDING DEPARTMENT
i
` 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#: 38545 Date: 12/4/2013
Permission is hereby granted to:
Sweeney, Michael & Sweeney, Nancy
1375 Bray Ave
Laurel, NY 11948
To:
partially demolish & reconstruct a single family dwelling as applied for
At premises located at:
1375 Bray Ave, Laurel
SCTM # 473889
Sec/Block/Lot# 126.-8-6
Pursuant to application dated 12/2/2013 and approved by the Building Inspector.
To expire on 6/5/2015.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $812.00
CO -ALTERATION TO DWELLING $50.00
Total: $862.00
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 fonn).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00
Date.
New Construction: Old or Pre-existing Building: ` (check one)
Location of Property: �75 Army Ayr/yg,,r_
House No. Street Hamlet
Owner or Owners of Property: 1 M 4L4,1- g A lyc S4✓4444 y
Suffolk County Tax Map No 1000, Section Block ir Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant: L-457 �g
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
icant Signature
SO�lyQlo
Town Hall Annex Telephone(631)765-1802
54375 Main Road N Fax(631)765-9502
P.O.Box 1179 Q roger.riche rt(D_town.southoId.ny.us
Southold,NY 11971-0959 'Q
� "OUNTY,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Mike Sweeney
Address: 1375 Bray Ave City: Laurel St: NY Zip: 11948
Building Permit#: 38545 Section: 126 Block: 8 Lot: 6
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Glen's Electric License No: 4770-me
SITE DETAILS
Office Use Only
Residential Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey Attic X Garage
INVENTORY
Service 1 ph 200a Heat gas Duplec Recpt 35 Ceiling Fixtures 13 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 7 Smoke Detectors 3
Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 18 CO Detectors
Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture 5 Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect 200a Switches 25 Twist Lock Exit Fixtures TVSS
Other Equipment: 2-combination smoke/co detectors, 5-paddle fans, 2-exhaust fans,9-ARC fault
circuit breakers,supplyGFCI protected power to existing pool pump and light
Notes:
Inspector Signature: Date: Oct 22 2014
81-Cert Electrical Compliance Form.xls
Qf soUr�o
. .-
Town Hall Amax Te1ep1ww(63.1}765-1802
54375 Main Road Fax(631)7W9502 "
P.O.Box 1179 G
Southold,New York 11971-0959 0 +may
BUILDING DEPARTMENT
TOWN OF $OUTSOLD
-CERTIFICATION
Date:
Building Permit No. 3 �J
Owner:A L -R_ /V/,mC/Y fir., > "Y G 75 44,4r Y A✓ -114Atti✓4
r (Please print)
Phumber. J. Z ce s i,v`.
(Please print)
e- Soa�
I certify that the solder used in the water supply system contains leas.than 2/10 of I°l°.
lead.
(PlumSigmt.ure)
Sworn to bebre me-this sem_
dayof JJcve,ber 2014 "
NotaryPublic, r o LAG County
J
LINDA&SCHOLL
Notary Public,Stt•e of New York
No.30-4858259
tlu31ified in Suffolk County
Comm;ssion Expires May 5,T6 10
�O��Of SOUly�6
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
NSPECTION
[ ] FO DATION 1ST [ ] ROUGH PLEIG.
[ ) UNDATION 2ND [ ] INSULATION
[ FRAMING STRAPPING [ ] FINAL
[ ] FIREPLACE & -- [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ) FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE l !' INSPECTOR
SOF SOpI
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
( ] F NDATION [ ] INSULATION
j [ FRAMING /STRAPPING [ ] FINAL
v [ ] FIREPLACE IMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
C.
DATE INSPECTOR
O��pF 80Uty�
57Y
TOWN OF SOUTNOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUND ON IST [ ] ROUGH PLBG.
[ ] F NDATION 2ND [ ] INSULATION
FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ j FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
G�
DATE � ( INSPECTOR
F SO[/
0 ry��o
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
kf,ea
DATE INSPECTOR
of sou
r9
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECT ON
[ ] FOUNDATION IST [ ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [P111RE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOL ON [�ULKING
REMARKS:
DATE — INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECT ON
[ ] FOUNDATION 1 ST [ OUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: `
DATE rf INSPECTOR
��pf SOUI'y0
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTI"
[ ] FOUNDATION i ST [ ] R GH PLUMBING
[ ] FOUNDATION 2ND [ ] SULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:- A&
-�
J
DATEINSPECTOR
•1
r�
fid w •PLUMING WAM WMA
MWrA
I
�t�0- ,
r
iINSULAMN PER N.Y, �:.�..•
STA73 ENERGY CODE
ADMIONAL COIPAr�TS
----------
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. � Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined ,20 r-3 Storm-Water Assessment Form
Contact:
Approved l ,20 1,3 Mail to: West Creek Builders
Disapproved a/c PO Box 256, New Suffolk, NY 11956
Phone:631-334-9205
Expiration % 2W Attn: Gary Steinfeld
/Building Inspector
APPLICATION FOR BUILDING PERMIT
DEC
Date November 21 , 20 13
INSTRUCTIONS
I—--a-Ttfis application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale. Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
West Creek Builders. LLC
(Signature of applicant or name,if a corporation)
PO Box 256, New Suffolk, NY 11956
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
General Contractor
Name of owner of premises Michael and Nancy Sweeney
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
Gary Steinfeld, Partner
(Name and title of corporate officer)
Builders License No. 41503-H
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
1375 Bray Avenue, Laurel
House Number .Street Hamlet
County Tax Map No. 1000 Section 126 Bloc$ .8- Lot 6
Subdivision Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Single Family Residence
b. Intended use and occupancy Single Family Residence
3. Nature of work(check which applicable): New Building Addition Alteration X
Repair Removal Demolition Other Work Fire Damage Repair
(Description)
4. Estimated Cost $250.000 Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor
If garage, number of cars 1
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front 45' Rear 45' Depth 42'
Height 16' Number of Stories 1
Dimensions of same structure with alterations or additions: Front 45' Rear 45'
Depth 42' Height 16' Number of Stories 1
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front 75 Rear 75 Depth 160
10. Date of Purchase 12/3/82 Name of Former Owner Loria
11. Zone or use district in which premises are situated R-40
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X
13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO_n/�
Micheal & Nancy 1375 Bray Ave
14. Names of Owner of premises Sweeney Address Laurel, NY Phone No. 631-236-2322
Name of Architect Address Phone No
Name of Contractor West Creek Builders Address PO Box 256 Phone No. 631-334-9205
New Suffolk, NY 11956
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X
* 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 X
* IF YES,D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO_X
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
Gary Steinfeld being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the Contractor
(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 thi
l day of Q20
Notary P C CAROL HYDELL Signature of Appl' ant
NOTARY PUBLIC-STATE OF NEW YORK
NO.01HY6189695
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES 06/30/20�6
SCOTT A. RUSSELL o��SyfFOt,�c�G .TAMES A. RICHTER, R.A.
SUPERVISOR c y� MICHAEL M. COLLINS, P.E.
TOWN HALL - 53095 MAIN ROAD
Tel. (630-765-1560 `Y� • TOWN OFax.( 31)- 765—9015 11971
MICHAEL.COLLINSgTOWN.SOUTHOLD.NY.US y�
-^ 01 � ��O i. JAMIE.RICHTERgTOWN.SOUTHOLD.NY.US
OFFICE OF THE ENGINEER
TOWN OF SOUTHOLD
STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET
(To be completed by the applicant)
TO: Engineering Department PLEASE ATTACH:
FROM: Building Department X Copy of the completed Application for
Building Permit
DATE: November 21, 2013
Stormwater Management Control Plan
APPLICANT: West Creek Builders n/a
X Completed Stormwater Management
S.C.T.M #: 1000-126-8-6 Control Plan Review Checklist
PROPERTY ADDRESS: 1375 Bray Avenue, Laurel, NY
BRIEF PROJECT DESCRIPTION:
House damaged by fire. Project involves repair of fire damage only.
***FOR ENGINEERING DEPARTMENT USE ONLY *''*
Reviewed By: Date:
FlApproved
❑ Additional Information Required:
REVISED 9/17/2013
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RECONSTRUCTION NOTES:
1) INSTALL NEW 3/4" T&G SUBFLOOR
2) REBUILD INTERIOR AND EXTERIOR WALLS AS NOTED. WALLS TO BE 2X4 EXCEPT EXISTING FRONT PORCH
WHERE DESIGNATED AS 2X6
3) REBUILD CEILING JOISTS AND ROOF STRUCURE AS NOTED (SEE ROOF PLAN) 5'-1 1/4" 7'-6 3/4" 7'-4 1/4" 5-3 3/4"
4) EXTERIOR SHEATHING TO BE 1/2" THICK FIR CDX PLYWOOD GWI030 5 8 1.40
5) PROVIDE 2-2X10 DF #2 HEADERS OVERALL OPENINGS UNLESS OTHERWISE NOTED.
ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 EXISTING I I I
N
JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 2X6 WALL I I I
I
6) ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE �
APPLICABLE. PROVIDE DEBRIS-PROTECTION PANELS WITH FASTENING HARDWARE �"� �_ _ w `n
WHERE REQUIRED. I
DW I X N
N
7) WINDOWS AND DOORS TO BE REPLACED. �— —
T Q
8) NEW VINYL SIDING OVER HOUSE WRAP. 10'-5" 91-7" IL_ J I WEST CREEK
0
ZA
_
A A
A4 _ _ A4 DESIGN BUILD REMODEL
LL
Elevation T (0
DHA 46'
CATHEDRAL CEILING d7
BELOW SCISSOR TRUSSES I� T
5'-01/4" 2,-1" N r DESIGN:
co
X co X 00 EXISTING
WALL West Creek Builders, LLC
N BEDROOM#2 N LIVING AREA PO Box 256
'0 0[
T 1
_ W
New Suffolk, NY 11956
N
T 2X8 DF#2 CJ CO)16"OC I ° 4'-g 1/4" N L T 631 .734.8416
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T r
2
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= 11'-4 3/4" LO 00 NEW LOCATION _ ENGINEER:
N N M OF
(2)1-3/4"A 9.5 ML HDR BASEMENT STAIRS N
Id- T James J. Deerkoski, P.E.
NOTE: -
*BEDROOM WINDOWS TO MEET OR EXCEED co
2668 3668 260 Deer Drive
EGRESS REQUIREMENTS `n
r LO w M N Mattituck, NY 11952
r BEDROOM#3 �;� N 5 -O /2 0 - DN
3'-0 3/4" N r CO
LAUNDRY /� It
T Zo
0 2X8 DF#2 CJ @ 16"OC O2868 rn 2 DH2646 i
M 7'-0 3/4" M W
5' 6�
N REVISIONS / ISSUE:
9 -1 1/4 (2) 1 3/4"X 7.25 ML HDR
° 2DH2646 3 8 Permit Set 10.31 .13
I EXIST G F ONT PORCH r
2
O
22f 8 I M
Im
C4
i EXTEND WALLS TO ROOF
`'� I RAFTERS AS KNEE WALL
MASTER -
BEDROOM 22 8 SUPPORTS
T MMT�.yy�� PROJECT:
W W
TO 2X8 DF#2 CJ @ 16"oc r Sweeney Residence
Reconstruction
T 5,_01/2„ Fire Damage
14'-9" WALK-IN ° `�I i_. 'ti�l DEC 135 Bray Avenue
CLOSET N '� t�a1 � Laurel, NY 11948
NOTE: tr; _w-�_ .! la�.�_—__.
NO CHANGES TO EXISTING BUILDING FOOTPRINT
FIRE DAMAGE RECONSTRUCTION WITH MINOR 2 D 046
INTERIOR LAYOUT CHANGES101_4" — 10'-4" 10'-2" 2' 9 1/2"I.< 11'-8 1/2" DRAWING:
°F NEwr PROPOSED FLOOR PLAN
DEER 0
>� 0 * RECONSTRUCTION PLAN
PROPOSED FLOOR PLAN r a
� 1 w
RECONSTRUCTION PLAN NEW WALLS z��dA 0. 0 lbo� �=z
PROJECT NORTH
SCALE : 1/4" = 1'-0"
RECONSTRUCTION NOTES:
1) INSTALL NEW 3/4" T&G SUBFLOOR
2) REBUILD INTERIOR AND EXTERIOR WALLS AS NOTED. WALLS TO BE 2X4 EXCEPT EXISTING FRONT PORCH
WHERE DESIGNATED AS 2X6
3) REBUILD CEILING JOISTS AND ROOF STRUCURE AS NOTED (SEE ROOF PLAN) < 5-1 1/4" 7'-6 3/4" of 7'-4 1/4" 5'-3 3/4"
4) EXTERIOR SHEATHING TO BE 1/2" THICK FIR CDX PLYWOOD GWI030 51 Gw 040
5) PROVIDE 2-2X10 DF#2 HEADERS OVERALL OPENINGS UNLESS OTHERWISE NOTED.
ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 EXISTING
JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 2X6 WALL I I i N
6) ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE
APPLICABLE. PROVIDE DEBRIS-PROTECTION PANELS WITH FASTENING HARDWARE co II I 1 LO
WHERE REQUIRED. C:) — —1
CV i DW ; J N
7) WINDOWS AND DOORS TO BE REPLACED. T �— —
( I �
8) NEW VINYL SIDING OVER HOUSE WRAP.
101-511 _ 91-7 I I o
L7 - -j WEST CREED
A q
A4 � _ A4 DESIGN I BUILD REMODEL
33.
DH3 46* Elevation 7'
v (0 ({�
CATHEDRAL CEILING
BELOW SCISSOR TRUSSES
T
5-0 1/411 2,-1„ N r DESIGN:
EXISTING
K co X co
N2X6 WALL West Creek Builders, LLC
TX BEDROOM#2 X 61
N LIVING AREA PO Box 256
It K X L"01
cr) LID
N New Suffolk, NY 11956
r 2X8 DF#2 CJ @ 16"OC I e 4'-8 1/4 N T 631 .734.8416
01
1668 2208 3668
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ZD — 2
11'-4 3/4" M W NEW LOCATION ENGINEER
N N (2) 1-3/4" 9.5 ML HDR OF
* BASEMENT STAIRS
NOTE: N James J. Deerkoski, P.E.
�
BEDROOM WINDOWS TO MEET OR EXCEED r 2668 3668 �, 260 Deer Drive
EGRESS REQUIREMENTS
T
BEDROOM#3 L' o 5'-0 /2" pN T Mattituck, NY 11952
I� M _n - `�
3'-0 3/4" N T
bo
00 LAUNDRY �
rI X
N
0 2X8 DF#2 CJ @ 16"OC O —) Cq 2 DH2646
2868
51
9'-1 1/4" r - — " REVISIONS / ISSUE:
I
U I e (2) 1-3/4"X 7.25 ML HDR i i
2DH2646 3 8 Permit Set 10.31 .13
EXIST G F ONT PORCH r
22F8 2 M
T I EM
CO I
EXTEND WALLS TO ROOF
�
MASTER I _ RAFTERS AS KNEE WALL
rX BEDROOM 22 8 SUPPORTS
� b
T PROJECT:
2X8 DF#2 CJ @ 16"OC co Sweeney Residence
T
T 5'-01/2" > Fire Damage Reconstruction
14'-9" WALK-IN 1375 Bray Avenue
CLOSET N j^� _ il^�I III 7
-�' ��1 1 ;
1, Laurel, NY 11948
NOTE: ; ; m'�.---
NO CHANGES TO EXISTING BUILDING FOOTPRINT
FIRE DAMAGE RECONSTRUCTION WITH MINOR I�� DEC — e ?�13
INTERIOR LAYOUT CHANGES 2 DH 046
1014"
101-411
2'-9 1/2"!, „ 1 -8 1/2” DRAWING:
PROPOSED FLOOR PLAN
OF NEW
PRO POSED FL �P�� DEER�0 RECONSTRUCTION PLAN
FLOOR PLAN * �.
RECONSTRUCTION PLAN NEW WALLS
PROJECT NORTH ��FoA0. o �����`�
SCALE : 1/4" = V-0" ES�Mo�'�
RECONSTRUCTION NOTES:
1) INSTALL NEW 3/4" T&G SUBFLOOR
2) REBUILD INTERIOR AND EXTERIOR WALLS AS NOTED. WALLS TO BE 2X4 EXCEPT EXISTING FRONT PORCH
WHERE DESIGNATED AS 2X6
3) REBUILD CEILING JOISTS AND ROOF STRUCURE AS NOTED (SEE ROOF PLAN) -5-1 1/4" 7'-6 3/4" 7'-4 1/4" 5'-3 3/4"
4) EXTERIOR SHEATHING TO BE 1/2" THICK FIR CDX PLYWOOD GW 030 5 8 GW 040
5) PROVIDE 2-2X10 DF#2 HEADERS OVERALL OPENINGS UNLESS OTHERWISE NOTED.
ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 EXISTING I I I
JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 2X6 WALL I I I
I CV
6) ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE `r\°
APPLICABLE. PROVIDE DEBRIS-PROTECTION PANELS WITH FASTENING HARDWARE T
WHERE REQUIRED. or - N
1 1 DW 1 X N
N I I J
7) WINDOWS AND DOORS TO BE REPLACED.
I I �
8) NEW VINYL SIDING OVER HOUSE WRAP.
101-511 9'-7" I I ° WEST CREEK
L_ _ J
A4 _ A4 DESIGN BUILD REMODEL
`le vation T
DHA 46" � r
CATHEDRAL CEILING d'
BELOW SCISSOR TRUSSES ^ T
T
5'-01/4" N N DESIGN:
21-1 T EXISTING
K co2X6 WALL West Creek Builders,LLC
TK BEDROOM#2 X N01 LIVING AREA
PO Box 256
L _ w New Suffolk, NY 11956
T 2X8 DF#2 CJ @ 16"OC 1 o N
4'-8 1/4" NCR
T 631 .734.8416
,- a
1668 22fj8 3668
Tr
2
0
11'-4 3/4" L NEW LOCATION ENGINEER:
N N OF
(2) 1-3/4" 9.5 ML HDR BASEMENT STAIRS N
NOTE: - T James J. Deerkoski, P.E.
*BEDROOM WINDOWS TO MEET OR EXCEED
2668 3668 260 Deer Drive
EGRESS REQUIREMENTS _
r ^� CV
5'-0 /2" X M �_ Mattituck NY 11952
T BEDROOM#3 p -
DN '
3'-0 3/4" N T co
oo LAUNDRY It
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DI
o0 7'-0 3/4" 0 V :- 5, M
'-1 1 4" � r � 2 1-3/4"X7.25 ML HDR I N REVISIONS / ISSUE:
9 / ( ) Permit Set 10.31 .13
� A22F8 ° 2 DH2646 3 8
EXIST G F ONT PORCH r
2
I 7J
I
T I
1 I EXTEND WALLS TO ROOF
M I RAFTERS AS KNEE WALL
MASTER _
r BEDROOM 22 8 d SUPPORTS
T PROJECT:
'_ Sweeney Residence
I
2X8 DF#2 CJ @ 16"OC T
T < 5-01/2" i �-- Fire Damage Reconstruction
L I�
1 F7 1375 1375 Bray Avenue
I
141-9" WALK-INLO
CLOSETN + i Laurel NY 11948
i�� 1,111; DE:(_ - r
2n,,3 r
NOTE:
NO CHANGES TO EXISTING BUILDING FOOTPRINT
FIRE DAMAGE RECONSTRUCTION WITH MINOR 2 DH 046'
INTERIOR LAYOUT CHANGES 10'-4" �fC 10'-4" 10'-2" 2' 9 1/2"j-5 11'-8 1/2" DRAWING
of NEW), PROPOSED FLOOR PLAN
Q����,DEE/�� * RECONSTRUCTION PLAN
PROPOSED FLOOR PLAN - U3
RECONSTRUCTION PLAN NEW WALLS
PROJECT NORTHA01 y �=
SCALE : 1/4" = V-0" R SS\ �P
or%
APPS 0 V E�,D
VV UATI
01
FEOE:—IL�-- -3(q
NOTIFY BUILDING
NOTE : PROJECT I S RECONSTRUCTION DUE TO FIRE DAMAGE 705=1802 8 APA TO 4 P'l Vj
FOLLOWING
1: FOUNDATION =TWO
EXISTING REAR DECK FOR POURED 0"')f'+]k`L-i
2 ROUGH=FRAMING,P0JM31;'J1-11'
STRAPPING, ELECTRIGAL Gr"JHj"
25v-4" 1 INSULATION PLUMBER CERTIFR3 TP')N
4; FINAL=CONSTRUCTION ON LEAD CONTEN
DEMOLITION NOTES: MUST BE COMPLETE FOFC 0.
1) REMOVE EXISTING VINYL SIDING AND WINDOWS ALL CONSTRUCTION SHALL to ET T[-jj CER I iFIcATE OF 0C%�1'"UMN'rWY
.�,OLOER
YORK STATE, NOT RESPONSIBLE MR ' y SYSTEM
2) REMOVIFE EXISTING ROOF AND CEILING STRUCTURE DEMAGED BY FIRE DESIGN OR CONSTRUCTION LRIRCaR')
DOWN TO EXISTING WALL TOP PLATES E,<L�'�.-�'L7:-�.�-t')21100FI�l�f.'� �!-�!.:'.,.-),
3) REMOVED DAMAGED INTERIOR AND EXTERIOR WALLS AS NOTED IN PLAN RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
4) REMOVE EXISTING SUBFLOOR SHEATHING. FLOOR STRUCTURE TO OF THE TOWN CODE. ALLPLUMBING WASTE
— 241-511 co &WATER LINE'-',
M'�\l Z\. DW 7,
REMAIN. cr) - I TESTING BEFFOR"H, �ING
LO
5) REMOVE EXISTING ELECTRICAL WIRING AND DAMAGED PLUMBING
6) EXISTING FOUNDATION TO REMAIN WEST CREEK
DESIGN I BUILD REMODEL
20'
(0
5'-01/4" DESIGN:
C)
-1
00 101-911 00 West Creek Builders, LLC
U') C\j
C\I PO Box 256
BEDROOM#2
BASEMENT STAIRS
TO BE New Suffolk, NY 11956
RELOCATED T 631 .734-8416
LO
co
12'-5 1/2" LH -1 1
CIO
co
N James J. Deerkoski, P.E.
00 U-)
ENGINEER:
260 Deer Drive
11'-4 3/4" Mattituck, NY 11952
00 t
00
C\I BEDROOM#3
Cl)
— 11
6-0 1/2" 121-8REVISIONS ISSUE:
Zo I H 0-0 EXISTING FRONT PORCH Permit Set 10.31 .13
\L
7-7-11
15'-3 1/2"
PROJECT:
00 00
9 MASTER Sweeney Residence
BEDROOM
Fire Damage Reconstruction
1375 Bray Avenue
Laurel, NY 11948
OF NEW
J. DC-p
LP
201-811 12'-11 1/211 11'-8 1/2" 0
cc DRAWING:
(P
072EXISTING FLOOR PLAN
EXISTING FLOOR PLAN DEMOLITION PLAN
DEMOLITION PLAN FIRE DAMAGED STRUCTURE TO BE REMOVED
PROJECT NORTH. SCALE : 1/4" = V-011 Al
RECONSTRUCTION NOTES:
1) INSTALL NEW 3/4" T&G SUBFLOOR
2) REBUILD INTERIOR AND EXTERIOR WALLS AS NOTED. WALLS TO BE 2X4 EXCEPT EXISTING FRONT PORCH
WHERE DESIGNATED AS 2X6
3) REBUILD CEILING JOISTS AND ROOF STRUCURE AS NOTED (SEE ROOF PLAN) 5'-1 1/4" 7'-6 3/4" 7'-4 1/4" 5-3 3/4"
4) EXTERIOR SHEATHING TO BE 1/2" THICK FIR CDX PLYWOOD GW 030 18 GW 040
5) PROVIDE 2—2X10 DF #2 HEADERS OVERALL OPENINGS UNLESS OTHERWISE NOTED.
ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 EXISTING
JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 2X6 WALL 1 I I N
I T
6) ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE I I I " °'
APPLICABLE. PROVIDE DEBRIS-PROTECTION PANELS WITH FASTENING HARDWARE co
WHERE REQUIRED. or X N
1 DW 1 x
7) WINDOWS AND DOORS TO BE REPLACED. N I I N
I I r
8) NEW VINYL SIDING OVER HOUSE WRAP. 10'-5" — 9'-7" I 1 VEST CREEK
A A DESIGN I BUILD REMODEL
Elevation 7
H02
CATHEDRAL CEILING
BELOW SCISSOR TRUSSES ti T
' T
5'-0 1/4" 2,-1„ co N DESIGN:
T
.0 X
EXISTING
to X ID
�� X6 WALL West Creek Builders,LLC
BEDROOM#2
N LIVING AREA W PO Box 256
-11 X _ I� c`a
�, - N New Suffolk, NY 11956
T 2X8 DF#2 CJ Qa 16"OC I 4'-8 1/4" N T 631 .734.8416
T
Ul Q
1668 22¢8 3668 m
Tr
2
11'-4 3/4" L NEW LOCATION ENGINEER:
N N OF _
(2) 1-3/4")d 9.5 ML HDR BASEMENT STAIRS CV
T James J. Deerkoski, P.E.
zo M
2668 - 3668 M 260 Deer Drive
_ N
N LO W co N Mattituck, NY 11952
co 5'-0 /2" co DN T
BEDROOM#3 M N o _ N
3'-0 3/4" N T M
N .11.P � 60 LAUNDRY d'
o r N
0 2X8 F#2 CJ @ 16"OC O 2asa j
� � 2 DH2632
o0 7:1 '-0 3/4" 5'
I— -
_ _ X REVISIONS / ISSUE:
9'-1 1/4" I rn
(2) 1-3/4"X 7.25 ML HDR N
U I ° 2DH2632 3 8 Permit Set 10.31 .13
1 EXIST G F ONT PORCH r
22f8T I JJ
I
cD 1
EXTEND WALLS TO ROOF
M I > RAFTERS AS KNEE WALL
MASTER
rK BEDROOM ViI8 SUPPORTS
T PROJECT:
co 5 co
T co
Q 2X8 DF#2 CJ @ 16"OC r Sweeney Residence
r - 1/2" Fire Damage Reconstruction
14'-9" WALK-IN � 1375 Bray Avenue
CLOSET N Laurel, NY 11948
NOTE:
NO CHANGES TO EXISTING BUILDING FOOTPRINT .
FIRE DAMAGE RECONSTRUCTION WITH MINOR 2 32
INTERIOR LAYOUT CHANGES 2'-9 1/2"1 �E F NE�yy
10'-4" 10'-4" 10'-2" 11'-8 1/2" tis �FR�°�� DRAWING:
ip� * PROPOSED FLOOR PLAN
z RECONSTRUCTION PLAN
PROPOSED FLOOR PLAN `�oARo. 72b P��`'
FES
RECONSTRUCTION PLAN NEW WALLS
PROJECT NORTH
SCALE : 1/4" = 1'-0" A2
ROOF NOTES:
1) APPLY 5/8" THICK FIR CDX SHEATHING OVER ROOF FRAMING.
2) APPLY METAL DRIP EDGE OVER UNDERLAYMENT ALONG RAKE EDGES AND DIRECTLY
TO THE DECK ALONG EAVES.
3) 15# FELT UNDERLAYMENT WITH ASPHALT LESOSOFING. USE ROOF PITCH. E &WATER
BARRIER UNDERLAYMENT IN AREAS WITH 4:12 OR
4) INSTALL ICE &WATER BARRIER IN ALL VALLIES, INTERSECTIONS, AND ALONG EAVES
AND RAKES.
5) DO NOT INSTALL UNDERLAYMENT ON WET OR DAMP PLYWOOD. SHEATHING MUST BE
DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT.
II
6) INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE
GALVANIZED ROOFING NAILS, 11-12 GAUGE WITH AT LEAST 3/8" DIA. HEADS. ALLOW I
FOR NAIL PENETRATION THROUGH PLYWOOD SHEATHING. USE 6 NAILS PER SHINGLE. , 1
NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. i 2X10 DF#2 SCIS OR TRUSS 16"Oc
FIBERGLASS BATT INSULATION OR COMBINE I I 1WEST CREEK
TE ROOF ASSEMBLY WITH R30 FIB I 1 w
7) VENTILATE
R15 OF CLOSED CELL SPRAY FOAM ON UNDERSIDE OF ROOF SHEATHING WITH I ,
FIBERGLASS BATT TO ACHIEVE NON-VENTED ASSEMBLY. x
I I 1 DESIGN I BUILD REMODEL
00 J
8) DO NOT PLACE RECESSED CAN LIGHTING IN VAULTED CEILING 5 : 12 5 : 12 rT
II � II A
A A4
A4M DESIGN:
L _ VALLEYS LA ON TRUSSES
�_ _ _ _ _ _ _ _ _ _ _ _ _ � �'u= = =,�_ _ _ _ _ _ = I I = _� I West Creek Builders,LLC
PO Box 256
0 " 1 1 L New Suffolk, NY 11956
I I I , I I ENDS OFC NTINUING
II CO II I I SCISSOR RUSSES
I I I I OVER C HEDRAL T 631 .734.8416
I N n I I LIVIN AREA
II IL- - JI r - - � - - -II
II
II F I 11
� 1 o SCISSOR TRU SES EXTEND
I I N I I I i - - I I_� i TO LINE OF AIN RIDGE
L CO
I �l 1_ � - - r� ENGINEER:
u James J. Deerkoski, P.E.
II
260 Deer Drive
1-3/4"X 11-7/8 ML RIDGE 1 Mattituck, NY 11952
_ _ _ _ �- - J I
r_ II
II o�c II II 11 II
II II 1 1 N II UO II
; ; C.0 REVISIONS / ISSUE:
N 1 1 I I I 1 1 N
L ,�; 1 I o ; ; I Permit Set 10.31 .13
LF
T11t 11 I P J L � N J
11 r� i
11 11 , I 1 I
1Z411 z _ J _ tel
I -11
11 II
PROJECT:
6 : 12j� _ - _ J Sweeney Residence
rp
Fire Damage Reconstruction
1375 Bray Avenue
I I #� I I
1 I 2X10 DF#2 R2X10 DF hR 16"OC R 16"OC � I , , Laurel, NY 11948
11 „ 11
11 „ II
11 „ 11
SOF NEW
DEE y0
11 � �- - - - - - _ =!j *,�� °�� * DRAWING:
r
- ROOF PLAN
N ct •�
10
07
SOF 10 P�'
ROOF PLAN
PROD ECT NORTH SCALE : 1/4" = V-O" A3
CONTINUOUS
RIDGE VENT
11-7/8 ML RIDGE
12
5
2�,00�#ZPP �XrOD,c#?RR
2X10 BOTTOM
CHORD 2X10 807TOM CHORD
2X10 DF#2 SCISSOR TRUSS
5/12 OVER 2.5/12
LO
T
O
WEST CREEK
1 --6
DESIGN BUILD REMODEL
EXISTING FLOOR
STRUCTURE
DESIGN:
West Creek Builders,LLC
EXISTING FOUNDATION&BASEMENT
PO Box 256
New Suffolk, NY 11956
T 631 .734.8416
SECTION Ar-A
ENGINEER:
SCALE : 1/4" = V-011
James J. Deerkoski, P.E.
260 Deer Drive
Mattituck, NY 11952
REVISIONS / ISSUE:
Permit Set 10.31 .13
LO PROJECT:
r
Sweeney Residence
Fire Damage Reconstruction
1375 Bray Avenue
❑
Laurel, NY 11948
'OF NEW
�P !. DEE y0
01- DRAWING:
SECTIONS
WEST ELEVATION N�OA 07 o� �z ELEVATIONS
RpF 10 P�
SCALE : 1/4" = 1'-0"
L0
T
ji
WEST CREEK
EAST ELEVATION DESIGN ( BLiILD ( REMODEL
DESIGN:
West Creek Builders,LLC
PO Box 256
New Suffolk, NY 11956
T 631 .734.8416
EIEI ENGINEER:
T
James J. Deerkoski, P.E.
260 Deer Drive
Mattituck, NY 11952
REVISIONS / ISSUE:
SOUTH ELEVATION Permit Set 10.31 .13
Sweeney Residence
Fire Damage Reconstruction
1375 Bray Avenue
Laurel, NY 11948
C OF NEIV
DEF,Q 0,p
* tom* DRAWING:
a
ZN z ELEVATIONS
A 072
Rp SIQ P�,
NORTH ELEVATION
SCALE : 1/4" = 1'-0" A5
PLAN CONTENTS: NAILING SCHEDULE
RECONSTRUCTION OF FIRE 1,530 SQ.FT. TABLE 3.1,INCLUDING 3.3 AND 3.9
DAMAGE 1995 SBC HIGH WIND ADDITION WOOD FRAME CONSTRUCTION MANUAL
DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES
AND 1995 SBC HIGH WIND EDITION,WOOD FRAME CONSTRUCTION
MANUAL ROOF FRAMING
FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTIONS AND GENERAL NOTES RAFTER TO TO PLATE 8' WALL: 3- 8d EACH RAFTER TOE NAIL
DESIGN LOAD CALCULATIONS EXT. BALCONIES __60______1
(LIVE LOADS PSF) DECKS 40 10'WALL: 4- 8d EACH RAFTER TOE NAIL
ATTICS W/O STORAGE 10 CEILING JOIST TO TOP PLATE 8' WALL: 3- 8d PER JOIST TOE NAIL
ATICS WITH STORAGE 20 10' WALL: 4- 8d PER JOIST TOE NAIL
ROOF GROUND SNOW LOAD 45 CEILING JOIST TO PARALLEL RAFTER SEE TABLE 3.7 EACH LAP FACE NAIL
ROOMS OTHER THAN SLEEPING 40 CEILING JOIST LAPS OVER PARTITION SEE TABLE 3.7 EACH LAP FACE NAIL
ROOMS SLEEPING 30
STAIRS 40 COLLAR TIE TO RAFTER SEE TABLE 3.4 PER TIE FACE NAIL
GUARDRAILS ANY DIRECTION 200 BLOCKING TO RAFTER 2-8d EACH END TOE NAIL
EXPOSURE CATEGORY
LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAILS AND RIM BOARD TO RAFTER 2-16d EACH END END NAIL
ROOF-FOUNDATION GENERAL NOTES
NAILING SCHEDULE SEE GENERAL NOTES WALL FRAMING
CLIMATIC AND GEOGRAPHIC GROUND SNSDEPTHa3
45 LBS. TOP PLATE TO TOP PLATE 2-16d PER FOOT FACE NAIL
CRITERIA WIND SPEED120 TOP PLATESAT INERSECTIONS 4-16d JOINTS- EACH SIDE FACE NAIL
SEISMIC CATB
WEATHERINSEVERE STUD TO STUD 2-16d 24"OC FACE NAIL
FROST LINE FT. HEADER TO HEADER 16d 16"OC ALONG EDGES FACE NAIL
TERMITE MODERATE TO HEAVY TOP OR BOTTOM PLATE TO STUD 2-16d PER 2X4 STUD END NAIL
DECAY SLIGHT TO MODERATE 3-16d PER 2X6 STUD END NAIL
WINTER DESIGN TEMP. 11
ICESHIELD UNDERLAYMENT REQUIRED AT ROOF<4:12 4-16d PER 2X8 STUD END NAIL
FLOOD HAZARDS NONE BOTTOM PLATE TO FLOOR JOIST, WEST CREEK
BANDJOIST,END JOIST,OR BLOCKING 2-16d PER FOOT FACE NAIL
FLOOR FRAMING DESIGN I BUILD I REMODEL
JOIST TO SILL,TOP PLATE,OR GIRDER 4-8d PERJOIST TOE NAIL
BRIDGING TO JOIST 2-8d EACH END TOE NAIL
CONSTRUCTION NOTES: BLOCKINGTOJOIST 2-8d EACH END TOE NAIL
BLOCKING TO SILL OR TOP PLATE 3-16d EACH BLOCK TOE NAIL
1) The information within this set of construction documents is related to basic design intent LEDGER STRIP TO BEAM 3-16d EACH JOIST FACE NAIL
and framing details. They are intended as a construction aid, not a substitute for generally JOIST ON LEDGER TO BEAM 3-8d PERJOIST TOE NAIL DESIGN:
accepted good building practice and compliance with current New York State building BAND JOISTTO JOIST 3-16d PER JOIST END NAIL
codes. The General Contractor is responsible for providing standard construction details BAND JOISTTO SILL OR TOP PLATE 2-16d PER FOOT TOE NAIL West Creek Builders, LLC
and procedures to ensure a professionally finished, structurally sound and a weatherproof PO Box 256
completed product. ROOF SHEATHING
2) The General Contractor is responsible for ensuring that all work and construction meets
STRUCTURAL PANELS 8d 4'PERIMERTER EDGE ZONE- 16"OC-6" AT PANEL New Suffolk, NY 11956
current federal, state, county and local codes, ordinances and regulations, etc. These gd EDGES AND AT INTERMEDIATE SUPPORTS IN THE PANEL T 631 .734.8416TERIOR ZONE-16"OC-6"AT PANEL EDGES AND 12"IN
codes are t0 be considered as part of the Specifications for this building and Should be INTERIOR
SUPPORTS IN THE PANEL FIELD
adhered t0 even If In Variance with the plan. AT FOR ROOFSHEATHING WITHIN 4'OFTHE PERIMETER OFTHE ROOF,INCLUDING 4'ON EACH SIDE OF THE ROOF PEAK,THE
3) Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4'PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.
4) The designer has not been engaged for construction supervision and assumes no ENGINEER:
responsibility for construction coordinating with these plans, nor responsibility for CEILING SHEATHING
construction means, methods, techniques, sequences, or procedures, or for safety GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10" FIELD James J. Deerkoski, P.E.
precautions and programs in connection with the work. There are no warranties fora 260 Deer Drive
specific use expressed or implied in the use of these plans. WALL SHEATHING
5) Refer to the Window and Door Schedule for exterior openings. STRUCTURAL PANELS 8d 4'EDGE ZONE-16"OC-6"AT PANEL EDGES AND 12"AT MattltUCk, NY 11952
6) The General Contractor Is t0 consult with the Owner for all built-In Items Such as INTERMEDEDIATE SUPPORTS IN THE PANEL FIELD
bookcases, shelving, pantry, closets, trims, etc. 8d INTERIOR ZONE-16"OC-6"AT PANEL EDGES AND 12"
AT INTERMEDEDIATE SUPPORTS IN THE PANEL FIELD
FIBER BOARD PANELS 7/16" 6d 3"EDGE/6" FIELD
25/32" 8d 3"EDGE/6"FIELD
ELECTRICAL NOTES: GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10" FIELD
1) All electrical work shall be performed by a licensed electrical contractor and fully meet the HARDBOARD 8d 4'EDGE ZONE-16"OC-6"AT PANEL EDGES AND 12"AT REVISIONS / ISSUE
requirements of the National Electrical Code, The New York State Building Code, and all INTERMEDEDIATE SUPPORTS IN THE PANEL FIELD
other applicable local codes and ordinances. 8d INTERIOR ZONE-16"OC-6"AT PANEL EDGES AND 12" Permit Set 10.31 .13
2) All electrical work Shall be approved by a qualified Underwriter. AT INTERMEDEDIATE SUPPORTS IN THE PANEL FIELD
3) Install smoke detectors and carbon monoxide detectors throughout as per Construction FLOOR SHEATHING
Code' STRUCTURAL PANELS-1"OR LESS 8d 6"EDGE/12" FIELD
GENERAL WIND PROTECTION CONNECTION NOTES:
NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"OC AT THE PANEL EDGE. IF WALL SHEATHING IS
NAILED 3"OC AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL
1) A continuous load path between footings, foundation walls, floors, studs and roof framing MEMBERS SHALL BE DOUBLED OR ALTERNATE CONNECTORS SUCH AS SHEAR PLATES SHALL BE USED TO MAINTAIN LOAD
shall b@ provided. MEMBERS
WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS PROJECT:
2) Approved connectors, anchors and other fastening devices not included in the Standard SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT.
Building Code, Table 2306.1 shall be installed in accordance with manufacturer's Sweeney Residence
recommendations. Fire Damage Reconstruction
3) Metal plates, connectors, screws, bolts, and nails exposed directly to the weather or subject
to salt corrosion in coastal areas, shall be Stainless steel or hot dipped galvanized. 1375 Bray Avenue
4) Where windows and doors interrupt wood structural panel sheathing and siding, framing WIND LOAD PATH CONNECTIONS Laurel, NY 11948
anchors or connectors shall be provided at the top and bottom of cripple studs, header
studs, and at least one stud at each side of opening. CONNECTION LOCATION: PART NUMBERS: NOTES:
5) Ridge straps shall be attached to each pair of opposing rafters except where collar ties are RIDGE TO RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTEF�,S
located in upper third of attic space and attached to each pair of rafters. RAFTER TO WALL RT20 OR MTS12 APPLY TO EACH RAFTER
6) Uplift connectors shall be provided at each rafter bearing. RAFTER TO PLATE RT15 OR H10 APPLY TO EACH RAFTER �P �FDr:Fw�o DRAWING:
7) Floor to floor hold-downs to be provided every 48", and every 16" within 4' of exterior USE WITH SPTH4 CONNECTOR R�o��k
corners. PLATE TO WALL STUD SPTH4 OR SP4 OR H8 APPLY TO EACH WALL STUD r _ W CONSTRUCTION NOTES
8) Sill plate shall be anchored to the foundation with anchor bolts having a min. bolt diameter 2 FLOOR WALL TO 1 FLOOR KLFTA OR MSTA36 APPLY TO EACH WALL STUD
of 5/8" and 3"x3"x1/8" square washers. A minimum of one anchor bolt shall be provided z z
within 6 to 12 inches of each end of each plate. Anchor bolts shall have a minimum WALL
embedment of 8 inches in concrete masonry foundations. Anchor bolts shall be located HEADER TO JACK STUD LSTA12 OR LSTA21 APPLY TO EACH JACK STUD °R 7
within 12 inches of corners and at spacing not exceeding 4 feet on center. CRIPPLE STUD TO HEADER RT3 OR RT7 OR H2.5 APPLY TO EACH CRIPPLE STUD FEM
SHEAR WALL HOLDOWN ANCHOR ADS5 OR HDU5 OR HTT5 APPLY TO EACH SIDEWALL END
1 FLOOR UNDER SILL PLATE MSTA36 OR SP4 OR WRAP UNDER DOUBLE SILL PLATE
20GA STRAP (USE WITH 3" SQUARE WASHERS
NYS ENERGY COMPLIANCE
4"ROOF VENT 4"ROOF VENT REScheck Software Version 4.4.4
3" 3" Compliance Certificate
11/4 Project Title: Sweeney Residence
11'2 WEST CREEK
1 1/2 1 1/4 Energy Code: 2010 New York Energy Conservation
1 1/4 1 1/4 1 1/4
1 1/4
W.C. W.C. LAV. Location: Suffolk County, New York
LAV. yV M SINK
FDW Construction Type: Single Family DESIGN I BUILD I REMODEL
SHOWER OR BATH SHOWER OR BATH Project Type: Alteration
C.O.1 11/4 1 1/4 Conditioned Floor Area: 0 ft2
1
2 3 2 3 I C.O. 11/2 1 I /4/4 Heating Degree Days: 5750
3 Climate Zone: 4
3 3 Permit Date:
DESIGN:
4„ Construction Site: Owner/Agent: Designer/Contractor:
1375 Bray Avenue West Creek Builders, LLC
TO EXISTING HOUSE TRAP
Laurel,NY 11948 PO Box 256
AND SEPTIC SYSTEM
New Suffolk, NY 11956
. . .
Maximum UA: 291 Your UA:268 T 631 .734.8416
RISER DIAGRAM
N .T.S. Envelope Assemblies Gross Cavity Cont. Glaiing I
ENGINEER:
Assembly Area or R-Value R-Value or 'oo", James J. Deerkoski, P.E.
Perimeter U-FactCeiling 1:Flat Ceiling or Scissor Truss 1,533 30.0 0.0 54 260 Deer Drive
Wall 1:Wood Frame, 16"o.c. 1,447 13.0 0.0 102 Mattituck, NY 11952
Window 1:Wood Frame:Double Pane 24 0.290 7
SHGC:0.00
Window 2:Wood Frame:Double Pane with Low-E 99 0.300 30
SHGC:0.00
Window 3:Wood Frame:Double Pane with Low-E 25 0.310 8
PLUMBING NOTES: SHGC:0.00
1) All water supply, drainage and venting to be installed as per N.Y.S. Residential Door 1:Solid 20 0.300 s
REVISIONS / ISSUE:
Construction Code. Door 2:Glass 33 0.300 10
2) Verify condition of septic system. SHGC:0.00 Permit Set 10.31 .13
3) If wall studs, plates or joists are cut out during installation for any plumbing related work, Floor 1:All-Wood JoistlTruss:Over Unconditioned Space 1,533 30.0 0.0 51
provide adequate bracing and plates to protect and secure the structure. Verify with state Compliance Statement: The proposed building design described heW is consistent with the building plans,specifications,and other calculations
code and manufacturer's recommendation for maximum hole size and spacing permitted. submitted with the permit application.The proposed building has be n signed to meet the 2010 New York Energy Conservation Construction Code
requirements in REScheck Version 4.4.4 and to comply with the mari ato equirements listed in the REScheck Inspection Checklist.
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Signat Date
HVAC NOTES: Name-Title
PROJECT:
1) Mechanical subcontractor is responsible for adhering to all applicable codes and safety Sweeney Residence
requirements.
2) HVAC subcontractor is to fully coordinate all system data and requirements with the Fire Damage Reconstruction
equipment supplier. Project Title: Sweeney Residence Report 11/21/13 1375 Bray Avenue
3) HVAC subcontractor to provide final system layout drawing and submit it to the General Data filename: C:\Users\West Creek\Documents\REScheck\SweeneyResidence.rck Page 1 of 1
Contractor and Owner for final review and approval. Laurel, NY 11948
OF NEW r
oeF °,per DRAWING:
°tp * CONSTRUCTION NOTES
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