HomeMy WebLinkAbout46421-Z ooSUFf0IWp Town of Southold 6/9/2022
P.O.Box 1179
W ,h 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43131 Date: 6/9/2022
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 4955 Skunk Ln., Cutchogue
SCTM#: 473889 Sec/Block/Lot: 138.-2-3.6
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/18/2021 pursuant to which Building Permit No. 46421 dated 6/15/2021
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-sleeping addition(study/office)o existing single family dwelling as applied for.
The certificate is issued to Halbreich,Kathy
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 46421 5/4/2022
PLUMBERS CERTIFICATION DATED
A o ze Si afore
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y x ' TOWN CLERK'S OFFICE
o4, 411 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#: 46421 Date: 6/15/2021
Permission is hereby granted to:
Halbreich, Kathy
28 E 4th St Apt 7E
New York, NY 10003
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
4955 Skunk Ln., Cutchogue
SCTM #473889
Sec/Block/Lot# 138.-2-3.6
Pursuant to application dated 5/18/2021 and approved by the Building Inspector.
To expire on 12/15/2022.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $320.00
CO-ADDITION TO DWELLING $50.00
Total: $370.00
it ing Inspector
SOUIyo _ 1. � � � li✓ � V
f # TOWN-OF SOUTHOLD BUILDING DEPT.
765-1802
"1 NSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[' ] FOUNDATION 2ND T:. }- "INSULATION/CAULKING
[ ] - FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE &CHIMNEY [ j" FIRE SAFETY INSPECTION '
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
V] CODE VIOLATION ] PRE C/O
REMARKS: G�
-- 1
t,
DATE INSPECTOR
b a� apFso
�o� o�
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm N�' 765-1802
INSPECTION
[ FOUNDATION IST [ ] -ROUGH PL13G.
[ ] OUNDATION 2ND [ ]
INSULATION/CAULKING-FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION-
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: 'f_�bUVv&*kvo,, — D
DATE 3 ��-I INSPECTOR
�o�apF SOUThp� b I Ll
* # TOWN O SOUTHOLD BUILDING DEPT f
�o • �o
`ycou765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY-INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ,ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE INSPECTOR
50UlyOlo
# TOWN. OF SOUTHOLD BUILDING DEPT.
cou631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] GH PL13G.
[ ] FOUNDATION 2ND [ I ULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
P
DATE INSPECTOR
OF SOUryol
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 ,Q Sean.deviinCaD-town.south old.ny.us
Southold,NY 11971-0959 OIyCQUNV,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Kathy Halbreich
Address: 4955 Skunk Ln city:Cutchogue st: NY zip: 11935
Building Permit#: 46421 Section: 138 Block: 2 Lot: 3.6
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: ? License No: ?
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 2 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors
Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 3 4'LED Exit Fixtures Pump
Other Equipment: 8' of Plugmold, AC is Minisplit
Notes: Office Addition
Inspector Signature: Date: May 4, 2022
S.Devlin-Cert Electrical Compliance Form
FIELD INSPECTION REPORT DATE C MMENTS ,
FOUNDATION(1ST) k lVi y
------------------------------------ Q
FOUNDATION(2ND) t�1i
t
z
ROUGH FRAMING&
'PLUMBING y
V
r
INSULATION PER N.Y. y
STATE ENERGY CODE
(An ft
FINAL
ADDITIONAL COMMENTS
_
4 7-W 3 a�CUC�firi c
2 21 p
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��ff�too TOWN OF SOUTHOLD-BUILDING DEPARTMENT
C2. Town Hall,Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
y • �� Telephone(631) 765-1802 Fax (631) 765-9502 hi!ps://www.southoldtownny.gov
Date Received-
APPLICATION FOR. BUILDING-PERMIT
For Office Use Only —' �' U. V
PERMIT NO. �L' Building Inspector: _
MAY 1 8 2021
Applications and forms must be filled outin their entirety.Incomplete
applications will not be accepted. Where the Applicant isnot the ownei,an PIIP,P,77 r ?-1''
Owner's Authorization form(Page 2)shall be completed. t L11
Date:
OWNERS)OF PROPERTY:
Name:Kathy Halbreich SCTnn#1000 138-2-3:6
Project Address:.4955 Skunk -Lane Chutchogue, NY 11935
Phone#:917-225-3953 Email:khalbreich@rauschenbergfoundation.org
Mailing Address:4955 Skunk Lane Cutchogue, NY 11935
CONTACT PERSON:
Name:Roz Bracho
Mailing Address:174 5th-Ave,. Suite 300,.New York, NY 10010
Phone#:352-222-9667 Email:roZ@ryallsheridan,com
DESIGN PROFESSIONAL INFORMATION:
NameVilliam Ryall
Mailing Address:17.4-5th Ave, -Suite 300, New York, NY 10010
Phone#:646-379-4055 Email:bill @b ryallsheridan.com
CONTRACTOR INFORMATION:
Name:Philip Manuele
Mailing Address:183 Old Country Rd., Speohk, NY 11972
Phone#:.631.-926-1151 Email:manuelecontract@aol.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure BAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $87,360.00
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes BNo
1
PROPERTY INFORMATION
Existing use of property: Residential Intended use of property:Residential
Zone or use district in which premises,is_situated: Are there any covenants and restrictions with respect to
R:q this property? i]Yes BNo.. IF YES, PROVIDE A COPY.
B.Check Box After Reading: The owner/contractor/design professional is responsible.for all drainage and storm water issues as provided by. ,
Chapter 236 of the Town Code. 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,alterations or for removal or demolition as herein described.The applicant agrees to-comply with all applicable laws,ordinances,building code,
Housing code and iegulations and to,admit authorized inspectors on premises and in building(s)for necessary inspections:False statements made_herein are
punishable as a Class A misdemeanor.pursuant to Section 210.45 of the.New YorkState Penal Law.
Application Submint name) Wi I I i:am R Yaltted
BAuthorized Agent ❑Owner
Signature of Applicant: _ J _ Date:. 202-1
STATE 0F,NEW YQRK)
SS:
COUNTY OF . ).
WilliamR all y: being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named;
Agent .
(S)he is the. .. �. . .
(Contractor,Agent,Corporate Officer,.etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;-and
that the work will be performed in the manner set forth in the application file.theeewith.
-.Sworn before me this
/ .�'day of 20,q,�
Notary Public
DINAH S91VER
NOTARY PUBLIC-STATE OF NEW"YORK
No. 02SE8335056
PROPERTY"OWNER AUTHORIZATION. Qualified in Suffolk County
(Where the applicant.is not the owner) My Commission:Expires 12-28-2023
I�
Kathy y Halbreich residing at 4,955 Skunk Lane, Cutchogue, NY
do hereby authorize V V)I l lam Ryall to,apply on
�myjbehalft.o t Town of Southold Iding Department for approval as described herein:
Nfnveri Signature Date.
Kathy Halbreich
Print Owner's Name
2
PROJECT LOCATION PROJECT INFORMATION GENERAL NOTES STRUCTURAL NOTES
HALBREICH HOUSE
ADDRESS: QUALITY STANDARDS GENERAL NOTES ADDITION
4955 Skunk Lane Materials,equipment and workmanship of all trades shall conform to recognized standards of good quality of the respective grade.
Cutchogue,NY 11935 1.The structure is designed in accordance with the New York building code 2020.All work shall conform to latest N.Y.S.
PROPOSED CONSTRUCTION:
Materials and equipment shall be new, sound, of good quality and suitable for the specific applications. Building Code and all rules and regulations.
Addition to existing two story dwelling .2All floor live loads are in accordance with Section 1607 of New York State Building Code 2020.
Vertical members shall be plumb, horizontal members&surfaces shall be level and true to plane. Workmanship shall be neat, 9
4955 Skunk Lane
APPLICABLE CODE: clean and true to line and dimensions. 3.The proposed structure has been designed to withstand the wind pressures specified in Section 1609. Cutchogue,NY 11935
2018 Residential Code of NY State Finish materials shall be free of tool marks,flaws and blemishes.
2018 ECCCNYS 4.The structural components have been designed for the following loads:
Joinery and connections shall be accurate, close fitting and well made. A. Floor live load: 40 PSF
TOWN OF SOUTHOLD REVISION DATE
ZONING DISTRICT: Tolerances by recognized national trade associations will be the minimum acceptable standard of the respective trade work. B. Roof loads:
R-40 Snow: ISSUED FOR PERMIT 05.12.21
HEIGHT: All products&materials used by the Contractor shall be applied, placed, erected or installed in strict accordance with the Occupancy category II
House; 2 Story, 1 Story manufacturer's specifications, instructions&recommendations. Ground snow load, Pg 20 PSF
Exposure factor, Ce 1.0
SUFFOLK COUNTY TAX MAP NO. CODES Thermal factor, Ct 1.0
1000-138-2-3.6 Conform to all of the latest editions of all building and zoning codes and regulations having jurisdiction over this project, including Importance factor, Is 1.0
International Residential Code, Local Zoning Ordinances, Fire Code and applicable Mechanical and Electrical Codes. Construction Flat roof snow load, Pf 20.0 PSF
LOT AREA
PER TOWN CODE: shall conform to the 2018 edition of the International Residential Code as modified and adopted by the Town of Southold.
C. Wind design data:
0.77 acres Wind loads have been determined based on Section 1609.1.1 In accordance with ASCE 7, Section 6.5,
33,917 ft2 method 2 analytical procedure APPROVED AS NOTED
BUILDING SQUARE FOOTAGE:
4955 SKUNK LANE Occupancy category II DATE{{ B.P.# JI
House SMOKE & CARBON MONOXIDE DETECTING DEVICES Basic wind speed (3-second gust) 140 MPH FEES/ L BY:
Importance factor, Iw 1.0
Existing House: 1,498 ft2 Exposure B NOTIFY BUILDING DEPART ENT AT
Internal pressure coefficient 0.18 7'65-1802 8 AM TO 4 PM FOR THE
CUTCHOGUE,NY Existing Deck&Porch: 614 ft2 Smoke&carbon monoxide detcting devices shall be provided according to Addition: 291 ft2 S (64e,
Design wind pressure for components and cladding on building walls(use Zone 4 generally; use Zone 5 within
3'-0"of building wall comers) FOR POURED CONCRETE
Total: 2,403 ft2 2. ROUGH - FRAMING & PLUMBING
PROTECTION OF OPENINGS 3. INSULATION
41. FINAL - CONSTPUC- 7N MUST
LOT COVERAGE: BE COMPLETE FOR i,.Q.
p p p g g q perscribed in that section shall FRAMING NOTES ALL CONSTRUCT CDN SHALL MEET THE
Existing House: 1004 ft2 Per provided
for recut wood structural panels compliant with the sizing and fastening requirements 1. Provide all blocking and supports as required for framing of new areas. install and remove after completion)all temporary REQUIREMENTS OF THE CODES OF NEW
be provided for all openings. 9 ppo q 9 ( p ) p ry
Existing Garage: 751 ft2 supports, headers and dust screens to adequately sustain all loads. YORK STATE. NOT RESPONSIBLE FOR
Existing Deck: 406 ft2 2.All wood framing noted as 2x material to be douglas fir grade 2 or better unless otherwise noted. DESIGN OR CONSTRUCTION ERRORS.
Addition: 291 ft2 ENVELOPE NOTES 3.Wood sills to be(1)2"x 6"A.C.Q. lumber with 1/2" dia. anchor bolts 12" long minimum at 3'-0"o.c.and V-0" away from
Total: 2,452 ft2 i.e. 7.2%of lot comers unless otherwise noted.
Work shall comply with IECC 2020 as adopted by New York State 4. Provide double headers,trimmers,and framing at all stair openings,floor openings, bathtubs, and all posts and partitions COMPLY WITH ALL CODES OF
CUTCHOGUE,NY DRAWING LISTrunning parallel to floor framing. Provide blocking under all partition walls running perpendicular to joists. NIEW YORK STATE & TOWN CODES
Not To Scale Air Barriers, weather barriers&thermal insulation to be installed per manufacturer's instructions. AS REQUIRED AND CONDITIONS OF
5. Bridging to be either solid or(1) 1"x 3"or 18 GA cross bridging¬ to exceed a maximum 8'-0"o.c.
Blown insulation to be marked every 3010 sf. �) I
ARCHITECTURAL 6.All non-bearing interior headers to be(2) 2"x 6"unless otherwise noted. S HOL7_0 L , NG BOARD
HALVI iticl"I' HOUSEA000 COVER PAGE&DRAWING LIST Blower Door Test-Contractor to arrange for Certified Blower Door test. House shall demonstrate an air tightness of a maximum
A001 SITE PLAN of 3 air changes per hour at 50 pascals as per NY State code 7.All interior headers shall be(2)2"x 8" unless otherwise noted. TRUSTEES
h A100 FIRST&SECOND FLOOR PLAN 8.All structural wood shall be kept 2"clear from chimneys. -Nly. �-
A101 FRAMING PLANS ENVELOPE PERFORMANCE VALUES:
AmLAEL� ITION V'"mILING 5'0� El� See REScheck Compliance Certificate 9. Joist hanger teco connections required at all flush structural load carrying conditions, eta to be by an approved
A200 EXTERIOR ELEVATIONS
manufacturer for flush structural framing. when in contact with A.C.Q. use new double dip galvanized framing hardware.
10. Framing connections from exterior wall to roof are to be tied with frame connections. OCCUPANCY OR
A500 DETAIL SECTION
M EC HA N ICA UP LU M B I N G NOTES 11.All beams must have solid bearing to foundation, (refer to construction details). USE IS U N LAW F U L
12. Al[headers exceeding U-0" shall have a double jack stud with a double king stud and a double sill plate. WITHOUT CERT)FI CATL_
ENVELOPE PERFORMANCE All Mechanical&Plumbing work to comply with 2020IECC asadopted byNew York State. OF OCCUPANCY
13. 'ACQ' designation refers to current arsenic-free treated wood standards and shall take the place of'CCA'.
-- - - Heating&Cooling equipment to be siBd per ACCA Manual S bassd on loads calculated per ACCA Manual J. Ducts to be sized 14. Fireblockin shall be provided in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling
per ACCA Manual D. 9 p p
and floor levels and at 10-foot intervals both vertical and hodzonta,
Generated by REScheck-Web Software
Building cavities shall not be used as ducts or plenums. :�� . roV.,��al 1"741T.
- �� ���,� ��, 236
Automatic or gravity dampers shall be installed on all outdoor air intakes and exhausts. , r+
Compliance Certificate DIMENSIONED WOOD FRAMING NOTES
Contractor shall provide manufacturer manuals for mechanical and water heating systems. 1.The structural wood stress grade stamped lumber shall be graded as follows unless otherwise noted on plans:
Joists, Rafters and Studs:
Project Halbreich House Addition Douglas fir-larch or douglas fir-larch (NORTH), NO. 2.
1
FB(BASE)=850 PSI ELECTRICAL
Energy Code: 2018 IECC FV(BASE)= 180 PSI INSPECTION REQUIRED
Location: Southold, New York E(BASE)= 1,600,000 PSI
Construction Type: Single-family HIGH-EFFICACY LAMPS 2.The design of the dimensional lumber members and their connections is based on the lumber having a moisture content
Project Type: Addition
Orientation: Bldg. faces 270 deg. from North at the time of installation of 19%or less.
Climate Zone: 4 (5572 HDD) '"crownu i
Permit Date: Excepting low voltage lighting, 75%of lamps or fixtures shall be high efficacy lamps per 2020 IECC 404.1 3.Joists or rafters are to be installed with p('.e. positive camber)and within 1/2 inch of straight,end-to-end
Permit Number: alignment.
Construction Site: Owner/Agent: Designer/Contractor:
4. Severely distorted (twisted, bowed, cupped, checked, etc.)lumber shall not be used. Blower door
Must provide Manuals
5. Notches in the top or bottom of dimensioned lumber joists or rafters shall not exceed one-sixth the member depth and and ductworkD, laid S aS per
shall not be located in the middle third of the span. End notches shall not exceed one-fourth the member depth:Bored testing required.
• .; : -,< rt :,. `:•; .�._. fC, Rx member d p nless otherwise noted o pans, bottom of the member and their diameter shall not exceed one N e gy Ode
holes shall not be within two inches of the top and hting
..�.........,.,_._.w: __._:..- .�. _. .,.... LL,...... . �kv._w.:.. ..v.:...._._.... ,__...._- _�. .���._._..� _..__m.._._w_ � mstalle rep],
ced or
e th u n l thit(`11�xteI'io Y E r C
Compliance: 38.5%Better Than Code Maximum UA: 96 Your UA: 59 Maximum SHGC: 0.40 Your SHGC: 0.40 d,r
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. repaired shall onform
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Y
to Char ter 17
Envel ie Assemblies SHEATHING PANELS of the To vn rode
1. Sheathingpanels, RYALL SHERtDAN ARCHITECTS
APA grade-trademark of e American Plywood Asssociiation.Only plywood shall be used on floors.
PS-1, and bear the NEW 5TH AVENUE, SUITE 300
F__. ��� ;r _ �.-�;a.� ;;.,�� YORK, NY 10010
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7_ _1-____ � ,_ .._..��.,._�, _. _.. w�.� ��- . ._..... . . . 2. Sheathing
Ceiling: Flat Ceiling or Scissor Truss 291 24.0 16.8 0.025 7 panels for floors, roof, and walls shall be APA rated sheathing, exposure 1,with a minimum span index rating of
32/16. See architectural plans for thickness.
Wall:Wood Frame, 16"o.c. 697 23.0 16.8 0.027 16 WINDOW + DOOR SCHEDULE
Orientation: Unspecified 3.Sheathing panels on flat surfaces shall be installed with face grain perpendicular across supports and continuous over PROJECT#: 2009
Door 1: Solid Door(under 50%glai ng) 16 1.000 16 two or more spans. Provide 1/8"space between panel edges parallel to face grain, 1/16"space between panel edges over `y1fftE D Alloy
Orientation:Unspecified
supporting members.
Window 4:Vinyl Frame 81 0.120 10 DRAWN% RB �v ���PM S. Ryq/` ��
SHGC:0.40 # Window/Door Size Window/Door Type R.O. R.O. HEADER R-VALUE SHGC 4. Floor shall be I \ �? n
Orientation:Unspecified g glued to supporting members with construction adhesive such as PL200, laid in a continuous
Window 5:Vinyl Frame 18 0.120 2 W H Type W H 1/4"wide bead along the member length. CHECKEID: NC is
r.
SHGC: 0.40 01 2'-0" X 3'-21/2" DOUBLE HUNG WINDOW 2'-1" 3'-3 1/2" EXISTING 7.5 hr.ft2.F/Btu 0.4
Orientation: Unspecified -- - - 5.At designated shear walls, horizontal edges of wall sheathing shall be backed by solid blocking between studs to provide
02 6'-10" X 3'-21/2" AWNING WINDOW 6'-11" 3'-3 1/2 (1)13/4"X7 1/4"LVL 7.5 hr.ft2.F/Btu 0.4 IP
Window 4:Vinyl Frame 7 0.120 1 --- _ _- _ backing for specified panel edge nailing. DATE: os.12.2021 ,I, o
SHGC:0.40 03 11'4" X V-0" AWNING WINDOW 11'-9" V-1- (2)1 3/4"X9 1/4"LVL 7.5 hr.ft2.F/Btu 0.4 Q.F o, 0150A
Orientation: Unspecified - - - - - - - - - -- -.------------ ---- --. ----- - �O
Floor:All-Wood Jolst/Truss
291 23.0 16.8 0.024 7 06 2'-6" X 6'-8" INSULATED OUTSWING DOOR 2'-7" 6'-9" EXISTING 7.5 hrft2.F/Btu 0.4 SCALE: N/A O� NEW
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 2018 IECC requirements in
REscheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REscheck Inspection Checklist.
William Ryall,FAIA - Architect 1A 1A Z07-1 '�
Name-Title Signature Date000
COVER PAGE
I
Project Title: Halbreich House Addition Reportdate: 04/23/21
Data filename: Pagel of 9
HALBREICH HOUSE
ADDITION
4955 Skunk Lane
Cutchogue,NY 11935
REVISION DATE
ISSUED FOR PERMIT 05.12.21
PINE TREE ROAD
UTILITY POLE
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/ / - DRYWELL 1
911-9" c a-- ---- - TOTALVOLUME REQUIRED = 51 CF
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STORAGE PROVIDED BY 6'DIA.X 4VF DRYWELL = 89 CF
PROPOSED ADDITION (6'DIA.RING=22.33CF/VF CAPACITY)
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PROJECT#: 2009
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SITE PLAN PROPOSED SITE PLAN
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HALBREICH HOUSE
ADDITION
4955 Skunk Lane
Cutchogue,NY 11935
REVISION DATE
ISSUED FOR PERMIT 06.07.21
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CHECKED: NC
0 0 ��4
DATE: 06.07.2021
9� �0. 0150 Q>t ,
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SCALE: 1/4".ilo.. ON Ev,
N N
PROPOSED
. I FIRST & SECOND
�� FIRST FLOOR PLAN I
aSE COND FLOOR PLAN FLOOR PLAN
HALBREICH HOUSE
ADDITION
4955 Skunk Lane
Cutchogue,NY 11935
REVISION DATE
ISSUED"FOR PERMIT 05.12.21
J�
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EXISTING WALL TO REMAIN
EXISTING WINDOW TO REMAIN
N.' EXISTING HOUSE WALL-�
_ —
j I EXISTING DOOR TO REMAIN
ii i I !
NEW LEDGER FASTENED !TO EXSITING HOUSE FRAMING -
- EXISTING FLOOR
j i I FRAMING TOREMAIN711--\, _---------- --' _
EXISTING WALL TO REMAIN 04
NI, - ----- -- N
f O LD
1
EXISTING FOUNDATION I -EXISTING WINDOW TO REMAIN
ELOW TO REMAIN
(2)91/4 X 1 1/4 LVL
WOOD SHINGLE SIDING TO MATCH EXISTING_ '
SIDING -_---
+ C7
- 4"ROCKWOOL RIGID INSULATION R-16.8------ Vh
- - = a
METAL FLASHING yc - --- - - --- - ----
3(2x12)RIDGE BEAM
GALVANIZED JOIST HANGER TYP.
WOOD TRIM ------� I I I I j � � � �_ �� - --- c� --- -
--L-- AT ALL JOIST CONNECTIONS
- - - - -- - � ' — � —� - - - - - -SONOTUBE FOOTING- - - -- -- - `.- -( --
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BEAD SIDING
III I I I �
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—+-2X10 RAFTERS @ 12"O.C.--- GALVANIZED JOIST HANGER(TYP.)
:
HORIZONTAL___.___ -
:
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* f STAGERRED SOLID 2X BLOCKING `
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91/2"TJI12"O.C. --- - - - - -- -- --- ----- --- - -- -- --
500 i
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2 (1)71/4 X 1 1/4 LVL
I I i I 'II
(3)2X12 PT BEAMS-- i ; ,
GALVANIZED STEEL SADDLE(TYP.) `�-
�� 2X10 RAFTERS @ 12"O.C.-
SLOPED
SONOTUBE FOOTING- -- - - - f
ALUMINUM SILL
' 1
F7
-- _ T SADDLE(TYP.)
EXTERIOR GRADE PLYWOOD - GALVANIZED JOIST (2)9 1/4 X 1 1/4 LVL
Ln --
ROCKWOOLI�OMFORTBATTINSUALTIONR-23 ----------_-__-- = I ` - - - - ----- -- ----J-- --------- --
/ I N -
FINISH GRADE BIRCH PLYWOOD W/MATTE _ '�' ��I,il�','1, , 1f l ���„ �II`�l �'�� I � '�1' 1111��1 i(� Illj 71I�1 1 11�,'� ���, l�l`llll
BONA SEALED FINISH -.W_i_ .._ ._.. - - - --- -- -
----------------------------
j \-,--(2)2X10 BEAM
ELECTRICAL CAVITY
� RYALL SHERIDAN ARCHITECTS
VERTICAL PAINTED BOARD 174 5TH AVENUE, SUITE 300
SIGA MAJVEST WRB-------- " j ,
2X6 STUD WALL AND BEAD SIDING NEW YORK, NY 10010
--- -- ------ ----- ------ -- - -- ---------- ---- ----� -- - - �' �' ---- �� 61/4�� 646-809-4343 www.ryallshendan.com
2'-4"-- - 9'-2" 2'-5 3/4 61/4' 21-411
- T-5
- -- - -- - - -
SIGA MAJREXAIR BARRIER I 5 -51/2 1 6'-2 1/2
PROJECT#: 2009
SONOTUBE FOOTING l' SONOTUBE FOOTING
RIDGE BEAM g,�fRED Abc
DRAWN: RB � `��\FIJI S. RA
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SEE STRUCTURAL NOTES ON A000 SEE STRUCTURAL NOTES ON A000 CHECKED: NC
i
DATE: 05.12.2021 0
9I�+o• 015oo
SCALE: 1/2"=1'0" Op N EW '(o
N N PROPOSED
FLOOR,AND WALL FRAMING PLAN 2 ROOF RRAMING PLAN
FRAMING PLANS
�_ 1/2 - 1 0 1/2 1 0
HALBREICH HOUSE
ADDITION
— — 4955 Skunk Lane
T.O.MAIN HOUSE - - - -- -- -
- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- -
-- - - - - -- -- - - -- -- -- - — — — -- -- -
Cutchogue,NY 1193 5
REVISION DATE
ISSUED FOR PERMIT 05.12.21
3 - 3
�.i ---ADDITION
-- ADDITION
T.O.ADDITION A\I
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/ I 1.PRESSURE TREATED WOOD BEAMS
! 2. 10"DIA.SONOTUBE FOOTINGS
3 i '
3.ATTACHED GUTTER WITH DOWNSPOUT
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-- BOARD AND BEAD I i
c� SIDING
IT
BOARD AND BEAD
( I j ! I ! ( III l t•
co !
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FIRST FLOOR F.F.
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2 2 I -
GRADE j --- — — — — —
?-2'-9 3/4"(Approx.)
EAST ELEATION �f SOUTH ELEVATION
1/4" = 110" 1/4" = 1'0"
T.O.MAIN HOUSE
3 3
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— ADDITION ►I
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T.O.ADDITION
RYALL SHERIDAN ARCHITECTS
3 / 174 5TH AVENUE, SUITE 300
3
NEW YORK, NY 10010
CD -- _- 646-809-4343 www.ryallsheridan.com
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SHINGLE SIDING TO
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MATCH EXISTING�
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CHECKED: NC
FIRST FLOOR F.F. til—' -
O,-O„ DATE: 05.12.2021 �y �o. 0150R� �
GRADE 2 FOS �D
SCALE: 1/4"=1'0" NEW
-- - - - ---- - — — -
3 WEST ELEVATION - NORTH ELEVATION PROPOSED
_
1/411 = 11011
EXTERIOR ELEVATIONS
1/4" = 1'0"
A200a
3(2x12)RIDGE BEAM HALBREICH HOUSE
1/4"/VROCKWOOL TAPERED ADDITION
EPDM MEMBRANE RIGID INSUALTION
CUSTOM RIDGECAP
ZINC COATED COPPER FLASHING
4955 Skunk Lane
Cutchogue,NY 11935
4"ROCKWOOL RIGID
INSULATION
ASPHALT ROOF SHINGLES TO MATCH EXISTING REVISION DATE
ISSUED FOR PERMIT 05.12.21
N.
T.O. FRAMING co / SUBSTRATE PER ROOFING MANUR
(� -
`I�� +11'-2 3/4" i � � � � � r � �, � i r 1 ( ( ( � r r
2X10 RAFTERS @ 12"O.C.
WOOD SHINGLE SIDING TO MATCH EXISTING SIDING 1/2"PLYWOOD
4"ROCKWOOL RIGID INSULATION R-16.8 - - r 4"ROCKWOOL RIGID INSULATION
----- - -----------3/4"PLYWOOD
METAL FLASHING -
WOOD TRIM �► - SI GA MAJVEST WRB
SHADE POCKET-
COMFORTBATT INSULATION
T.O. FRAMING
- - - - - - -- -- -- - -- - —
11/2"ELECTRICAL CAVITY \�` 7'-10 1/2"
MATCH AND ALIGN TO EXISTING GUTTER
/ WOOD TRIM
-- --- -- SIGA MAJREX AIR BARRIER
FINISH GRADE BIRCH PLYWOOD W/MATTE
BONA SEALED FINISH
M
1
o
"FLOATING"DESK - ------ --- -- - --
ALUMINUM SILL
LINOLEUM FLOOR TO MATCH MAIN
-- HOUSE FLOOR ELEVATION
1 1/2"ELECTRICAL CAVITY
SIGA MAJREX AIR BARRIER_
=_J, ------ - _ --- - - 3/4"PLYWOOD SUBFLOOR
EXTERIOR GRADE PLYWOOD in
ROCKWOOL COMFORTBATT INSUALTION R-23 9 1/2"TJI 12"O.C.
FINISH GRADE BIRCH PLYWOOD W/MATTE BONA SEALED FINISH --.-- - - -
F F VERTICAL PAINTED BOARD AND BEAD SIDING
_
/ 0'-00 ------------
F.F.
- - - - - - - - -SIGA MAJVEST WRB - - - - - � �/ " � � r � r } � � ; � � �'
ROCKWOOL COMFORTBATT INSULATION
2X6 STUD WALL
� 11 11
-- ------------3/4"PLYWOOD
4"RgrLKWOOL RIGID INSULATION PLACED
o 0WEENTMPL 2X12 BEAMS
I
BOTTOM OF BEAM O
(3)2X12 PT BEAMS
_ i CR ARD NDERSIDE
RYALL SHERIDAN ARCHITECTS
GRADE I ROUND 10"DIA.SONOTUBE FOOTINGS 174 5TH AVENUE SUITE 300
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