HomeMy WebLinkAbout44421-Z Town of Southold 1/14/2021
3 P.O.Bog 1179
53095 Main Rd
��'3►Q� �,aa�� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41737 Date: 1/14/2021
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 3608 Old North Rd., Southold
SCTM#: 473889 Sec/Block/Lot: 55.-2-25.5
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
11/6/2019 pursuant to which Building Permit No. 44421 dated 11/18/2019
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:
accessorygarage/workshop as applied for.
The certificate is issued to Wittenberg,Beth
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 44421 12/18/2020
PLUMBERS CERTIFICATION DATED
uth S ature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o . SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 44421 Date: 11/18/2019
Permission is hereby granted to:
Sinning Jr, John
PO BOX 547
Peconic, NY 11958
To: construct an accessory garage as applied for.
At premises located at:
3608 Old North Rd., Southold
SCTM # 473889
Sec/Block/Lot# 55.-2-25.5
Pursuant to application dated 11/6/2019 and approved by the Building Inspector.
To expire on 5/19/2021.
Fees:
ACCESSORY $380.00
CO -ACCESSORY BUILDING $50.00
1: $430.00
Building I ector
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, Cominercial$15.00
Date. A-1®V
New Construction: Old or Pre-existing Building: (check one)
Location of Property: ?J(O� �G� ®�7— e?0?9P _ 1-011U-66&D
House No. Street Hamlet
Owner or Owners of Property: 7��1
Suffolk County Tax Map No 1000, Section J6 Block 02 Lot
Subdivision f (� Filed Map. Lot:
Permit No. "I l I Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: n heck one)
Fee Submitted: $
i
�Applicai&Signature
oF sore®�
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road 9P AP Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 � sean.devlinr'a�town.southold.ny.us
COU05
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To, Beth Wittenberg
Address: 3608 Old North Rd city,Southold st: NY zip: 11971
Building Permit* 44421 Section: 55 Block: 2 Lot: 25.5
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA Platinum East Electric License No: 34091 ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph X Heat Duplec Recpt 11 Ceiling Fixtures 2 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 1 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel X A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 44 4'LED 6 Exit Fixtures 11 Pump
Other Equipment
Notes Acc. Garage
Inspector Signature: Date: December 18, 2020
S.Devlin-Cert Electrical Compliance Form.xls
OFSOUTyolo L4 Ll 1 2."1 � ) / vQy..Z1
# TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH)
] CODE VIOLATION ] PRE C/O
REMARKS:
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DATE INSPECTOR
pf SOUTyolo
L f * * TOWN OF SOUTHOLD BUILDING DEPT.
co 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATION/CAULKING- .
[ .] FRAMING /STRAPPING [ FINAL 4vtw
[ ] FIREPLACE & CHIMNEY " [ -] -FIRE SAFETY INSPECTION r
[ ]
-FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION-
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
-REMARKS:
_
DATE lbW INSPECTOR 171
ho�apF SOUly06
# # TOWN F SOUTHOLD BUILDING DEPT.
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765-1802
INSPECTION
=
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] 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
FIELD INSPECTION REPORT -DATE COMMENTS
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FOUNDATION (IST)
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FOUNDATION (2ND)
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SOWN OF SOUTHOLD• BUILDING-PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
T
HALLBoard of Health
OUTHOLD;NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 _ - Planning Board approval
FAX: (631) 765-9502 I Zj Survey
Southoldtownny.gov "PERM_ IT_ NO. Check. :
Septic Form
N.Y.S.D.E.C.,
Trustees
- -C.O.Application-
Flood Permit
Examined ,20 T Single&Separate
Truss Identification Form
- - J Storm-Water Assessment Form
- 6 2019 - " -
Contact:
Approved ,;.20 Mail to: i21�
Disapproved a/c
Phone:k !! `497— Goa
Expiration ,20
_Building Inspector-
APPLICATION
nspector_APPLICATION FOR BUILDING PERMIT
Date X,1t,57b1 , 20
INSTRUCTIONS
a. This application MUST be-completely filled in by'typewriter or in ink and submitted to the Building Inspector withf 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,Biuilding 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. - I C , ,••
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 ofilie 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-Law', Ordinances or f '
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.
(Signature of applicant or name,if a corporation)
(Mailing-address of applicant) .
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises 13,C—TH `y;-�AZA-J (.til LL C-atil3i526'
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer) _
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No. „
1. Location of land on which proposed work will be done:
ag;;�4V 0 o
House Number Street Hamlet
County Tax Map No. 1000, Section �� Block Lot �J
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy7Q
3. Nature of work(check which applicable):New Building ✓ Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost 49 A< Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories -
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front 2e2 Rear
317, Depth
Height r Number of Stories r
9. Size of lot: Front �S! Rear Depth
10. Date of Purchase gS -e---q0r!q Name of Former Owner :7C71� '5 iA,1eU 114AZ . 1�-
11. Zone or use district in which premises are situated /2 `40
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 61�UVW41d/JG Address 69Z�O Imo/�e/L&/Phone No:
Name of Architect �h`� GIL�IPIi I Address Phone No Geral- X77 �'62�
Name of Contractor %!�r/� �. ae Address 'Pa6 4Slyyy, , hon'e No. !/l-21,-Z90,
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES - NO,
* IF YES, SOUTHOLD TOWN,TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of 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 propefty 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 v
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)'
SS:
COUNTY OF
7� L1 "C being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signingcontract) above named,
(S)He is the ta%yL<4!ztt
(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 pefore me this
'`� day of �pUG� 20
T �l� C
�p RACEY L. DWYER
0<
Notary Pu NOTARY ,STATE OF NEW
NO O1DW6306900 VnRK Signature of Applicant ;
QUALIFIED IN SUFFOLK COUNTY
naneiq(zinm F_XPIRES JUNE 30,20�
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FFpjBUILDING DEPARTMENT- Electrical Inspector
��O COG TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
o • Southold, New York 11971-0959
1p� Telephone (631) 765-1802 - FAX (63 )765.-9502
roger.richerttown.southold. `:us;'' ;�_
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APPLICATION FOR ELECTRICAL INSPECTIO lli
REQUESTED BY: J<k, I T1t- Date:
Company Name: 14-54,,VA,i rXT ,C E'
Name: ke-t 71-1-
License
1-fiLicense No.: 1 h to email: V-tl 'ects A00 .
Address: 13JO (��y�cr�Y` � Sou-Ff-(ot
Phone No.: 631 - L
JOB SITE INFORMATION: (All Information Required)
Name: W I IY.!L) AuZ
Address: 6,6 /�art«i19 MLue-/q
Cross Street:
Phone No.: 1
Bldg.Permit#: gy�31+ email: ��G,�o w� u � oo. o
Fax Map District: 1000 Section: 5 Block: Lot: ® 5
BRIEF DESCRIPTION OF WORK (Please Print Clearly) /a
0 C),-)- 6 4-g+4 C'
Circle All That Apply:
Is job ready for inspection?: YES / NO Rough In Final
Do you need a Temp Certificate?: YES / NO Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A #Meters Old Meter#
New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead
#Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
o
Request for Inspection FormAs
Scott A. Russell ,�'6; S" ST01R..A�1IWA\TIE]k
SUPERMSOR MANAGEMENT
SOUTHOLD TOWN HALL-P.O.Rax 1179
53x95 Main Road-SOUTHOLD,NEW YORK 11971 � 1 of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FO WING.
Yes No (CHECK ALL THAT APPLY)
WA. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
[]R(B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
11
• Site preparation on slopes which exceed 10 feet vertical rise to iloco
�
100 feet of horizontal distance.
®,,,.., . Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
0 19eE. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
[31[�F. 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, SIrOP! 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 List Form to the Building Department w16your Building Permit Application.
APPLICANT: (Property Owner,pesignyrof.inaL Agent,Contractor,Other) S.C.T.M. �: 1000 Date:
District
,2 25.x'
NAME2=72,-4�LWIMS-�kJ� Section Block Lot
,} (��/ "�**FOR BUILDING DEPARTMENT USE ONLY****
Contact Informahoa ��L ' 47 �!.�
tr< no�nwne,r
Reviewed By: /
- - — — — — — — — — — — — — — — Da I �-/�
Property Address/Location of Construction_Work;_ --- — — — — — — — — — — — — — — — —
Approved for processing Building Permit.
Stormwater Management Control Plan Not Required.
Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review)
FORM 4 SMCP-TOS MAY 2014
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BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Tblephone (631) 765-1802 - FAX -765---9502
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'APPLIC-AT- LON FOR ELECTRICAL INSPECTIO
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%, U.ESTED BY-
14CV i Tl+- Date: -,Zs-?d
Company Name:
game:
i 71J
L36ense No.: email: 01441nv a koo Con
Addre's's: 4sounfocp
Phone No.:
JOB SITE Nf, AMATION:,. (AR Information Required)
Name:
Address:
At D Sn
ASH flo
—7:
Cross Street: T11
Phone No.:
email: f) AnCiA110C v,64roo
Bidg.p-gri-nit#:
Tax Map District:- J 1000 Section: 5 5 Block: 5 . 5.
BRIEF.-.,DESCR TION OF W01 K (Please-Print Clearly)
4.q A-4o(
Circle,All That
Is job ie' ady for inspection?: YES / NO Rough In Final
Do you need a Temp Certificate?: YES / NO Issued On
Temp Information: (All information required)
Service Size' 1 Ph 3 Ph Size: A #Meters Old Meter#
New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground-Overhead
#Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
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Request for Inspection FormAs
PERMIT# Address:
Switches
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Outlets
'GFI's
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Surface
Sconces
,NH's Air
UC US
Fans Fridge HW
Exhaust Oven Dryer
Smokes DW Service _
Carbon Micro Generator
Combo Cooktop Transfer
AC AH Mini
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LEGEND DESIGN CRITERIA: ADODITTHE
i
® PROPOSED GARAGE GROUND SNOW LOAD - 45 PSF. o ■ ■
® EXISTING DWELLING LIVING AREAS AND DECKS - 40 PSF. ■i■
SLEEPING AREA - 30 PSF. m
LOT AREA = 95,640 SF WIND SPEED - 130 MPH z
SEISMIC DESIGN CATEGORY - B o
WEATHERING - SEVERE
FROST LINE DEPTH - 36" W
TERMITE - MODERATE TO HEAVY N
DECAY - SLIGHT
ICE SHIELD UNDERLAYMENT REQUIRED - YES
W
APPROVED AS NOT ED DESIGN IN ACCORDANCE WITH AMERICAN FOREST �
PRODUCTS WOOD FRAME CONSTRUCTION MANUAL o El
DATE11" _ �I BP # DRIVEWAY FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD
WINDBORNE RESIDENCE
0 T IFY BUILDIRJG [,c=?ARTMENT AT Z SOUTHOLD, NY
7 s-1802 SAM TO 4 Pili FOR THE DEBRIS PROTECTION SCHEDULE J 3608 OLD NORTH RD.
FO OWING INSPECTIONS: Z
1. FC INDATION - Ty"J0 REQUIRED PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS g ARCHITECT
FO OUREG CONCRETE OF MIN 7/16 INCH ARE TO BE PROVIDED TO COVER
THE GLAZED OPENINGS OF THE PROJECT: o FRANK UELLENDAHL
2. ROU- - iG & PLUMBING FASTENER TYPE: 1/4" LAG SCREW BASED ANCHOR WITH P.O.BOX 316
3. INSULA-ION 2-INCH EMBEDMENT LENGTH, SCREW SPACING: 16 INCHES, GREENPORT, NY 11944
4. FINAL - ONSTRUCTION MUST �MTY TEL 631-477 8624
BE COMP -TEFOR CO. DWELLING OLD NORTH ROAD WINDOW SCHEDULE OWNERS
ALL CONSTRLI�TiON SH,�LL MEET THE Z JOHN & BETH WNTENBERG
REQUIREMENTS F THE CODES of NEVV R�R PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 400 SERIES. � 382 CENTRAL PARK WEST
YORK STATE. NOS RESPONSIBLE FOR YARD FRONT YARD APT. 155
DESIGN OR CONST UCTION ERRO GLASS TO BE HIGH PERFORMANCE LOW-E GLASS 3 NEW YORK, NY 10025
HARDWARE - CLASSIC SERIES, WHITE TEL 866-466 8765
INTERIOR FINISH: WHITE, PRE-FINISHED
S.T.o EXTERIOR COLOR: BLACK R C
Mark Size Description Quandt
PROPOSED GARAGE/ SEPTIC SYSTEM108"x84"
x84
WORKSHOP - 700 SF A 108 ALUMINUM FRAME, SATIN�1
NICKEL
�� O O B CXW23 CASEMENT WINDOW 4
C 36"x84" STEEL DOOR 1 a a
L.P. L.P, D 3684" STEEL DOOR w/ GLASS 1
]?L t WITH ALL CODES OF
OCCUPANCY NEW YORK STATE AwN CODES DRAWING SCHEDULE N Z SII=
AS REQUIRED ® CONDITIONS OF �
- A-1 SITE PLAN - DESIGN CRITERIA
I UNLAWFUL ®SOUTHOLD TOWN ZBA A-2 FOUNDATION PLAN, FLOOR PLANA-3 CROSS
W
VVI6 O T CERTIFICATE S M0WARD A-4 ELEVATIONSTION
OF OCCUPANCY S� EES A-5 CONNECTORS, CRITICAL PATH ff m
A-6 FRAMING NOTES, FASTENER SCHEDULE g
ru N N
7'd-
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
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OF THE TOWN CODE. SCALE1/32° =1'-0° �_W DATE: 11/04/2019
ACCESSORY / SITEPLAN =a SCALE: 1/32° _ ,'-°"
W
BUILDING SCTM# = 1000-55-02-25.5
REAR YARD TOWN OF SOUTHOLD SITE PLAN
SUFFOLK COUNTY, NEW YORK N
700 SF ACCESSORY BUILDING USED AS GARAGE AND WORKSHOP N DWG. NAME A-1
�
DWG. NO
BUILDING PERMIT APPLICATION I
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ADDITION
FOUNDATION NOTES TO THE
STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 FOUNDATION ELECTRICAL LEGEND Ld
READY MIX CONCRETE. 0 DUPLEX RECEPTACLE OUTLET s D SMOKE DETECTOR
ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON 2"X6" TREATED SILL N
UNDISTURBED SOIL. 5/8" X 12" ANCHOR BOLTS 4'-0" O.C. + QUADRAPLEX RECEPTACLE OUTLET co CO DETECTOR
ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. 8" POURED CONCRETE FOUNDATION WALL ON (oWpWATER PROOF RECEPTACLE OUTLET FLOOR RECEPTACLE OUTLET
1'-4" X 8" POURED CONC. FOOTING W/ KEYWAY +SURFACE MOUNTED CEILING FIXTURE Q EXHAUST FAN Lu
CONCRETE PAD / APRON: 3-#4 REBARS - 3" ABOVE BOTTOM OF FOOTING
SILL SEAL & TERMITE SHIELD +SURFACE MOUNTED WALL FIXTURE LED FIXTURE
6" THICK POURED CONCRETE SLAB $ SWITCH 5ZF, EXTERIOR LIGHT W
WITH 6X6 10/10 WWM
OVER COMPACTED FILL $p DIMMER SWITCH ', HIGH HAT FIXTURE
w
30'-0° 30,_0° '=` RESIDENCE
20'-0° 1o'-o" 20'-0° J _ 10'-0° z SOUTHOLD, NY
3608 OLD NORTH RD.
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; ;; , ;;,; ARCHITECT
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o o FRANK UELLENDAHL
NY
916
2X6 C.J. ® 16" O.C. GREENPORT Y114TRACK LIGHTING X8 R.R. 16" O.C. � TEL- 631477 8624
36°x84EXHAUST FAN
N OWNERSoTHICKEN SLAB WORKSHOP
UNDER WALL o; A JOHN & BETH WITTENBERG
� GRINDING BOOTH 382 CENTRAL PARK WEST
APT. 15R
NEW YORK, NY 10025
I I ; INSTALL FOLD-DOWN TEL 866-466 8765
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I- • —•— •—�;—• —• —•� I L LADDER TO ATTIC J �'
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4x4 POST IN ATTIC-7 I =(3) 12° LVL FLUSH GIRDER 36°x84°
DROP FOUNDATION I I RI SUPPDGE BEAMORT
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" " I 11-7 8° TJI 360 ® 16° O.C. CONCRETE PAD
6 POURED CONCRETE SLAB '' 6 POURED CONCRETE SLAB I C?
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i I I m GARAGE DOOR
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8° 13'-0° — — — — — — 6'-4° LINE OF ROOF ABOVE- 3�'
FLOOR PLAN
0 12.4° DIA P URED CONC. FOOTING I o FOUNDATION PLAN
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� M. NAME
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ADDITION
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30 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS FELT
IN 130MPH REGION: 6 NAILS PER SHINGLE REQU'D z
RIDGE STRAPS EA. RAFTER PAIR SHINGLES TO MATCH EXISTING HOUSE W
5/8" CDX PLYWOOD SHEATHING
(2) 2x12 RIDGE BEAM 2X8 ROOF RAFTERS 16" O.C.
R-38 BATT INSULATION W
12" 1/2" PLYWOOD BOARD, PAINTED WHITE
ALL TRIM TO BE VERSATEX
oW
WALL = RESIDENCE
0i
1/2" PLYWOOD, PAINTED WHITE w SOUTHOLD, NY
2"X6" WALL STUDS @ 16" O.C. J 3608 OLD NORTH RD.
5/8" CDX PLYWOOD SHEATHIING
WATERPROOFING MEMBRANE: BLUESKIN VP100 BY HENRY m ARCHITECT
2x8 R.R. @ 16" O.C. SIDING: NewTechWood, Com osite Sidin Board, Charcoal o FRANK UELLENDAHL
CC) P � P.O.BOX 316
44 POST R-23 STONE WOOL INSULATION (ROXUL GREENPORT, NY 11944
ATTIC ALL TRIM TO BE VERSATEX TEL: 631-477 8624
OWNERS
(3) 11-7/8 LVL BEAM UNDER POST o JOHN & BETH WITTENBERG
2x8 R.R. @ 16" O.C. 382 CENTRAL PARK WEST
APT. 15R
Y NEW YORK, NY 10025
TEL: 866-466 8765
HURRICANE CLIPS EACH RAFTER 1/2" PLYWOOD 11 1210
11-7/8 TJI 360 @ 16 O.C. 2x6 C.J. @ 16 O.C.
(2) 2x8 HEADER, TYP. 1x6 VERSATEX FASCIA BD. "
HURRICANE CLIPS EACH R
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CROSS SECTION
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SOUTHOLD, NY
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ARCHITECT
FRANK UELLENDAHL
i P.O.BOX 316
GREENPORT, NY 11944
TEL 631-477 8624
OWNERS
JOHN & BEIH WIITENBERG
382 CEMRAL PARK WEST
APT. 15R
Y NEW YORK, NY 10025
SOUTH ELEVATION EAST ELEVATION TEL 866-466 8765
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DWG. NAME
NORTH ELEVATION WEST ELEVATION A-4
o DWG. NO
U
ADDITION
RIDGE STRAPS EACH RAFTER PAIR TO THE
ICE SHIELD UNDERLAYMENT
MIN 2'-0" REQUIRED — 24" FROM EDGE o W
` HURRICANE CUP M
TYPICAL W
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TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL
FILL ALL NAIL HOLES i SHEATHING. —HEADER M
SOUTHOLD, NY
APA RATED PLYWOOD TO It, z 3608 OLD NORTH RD.
EXTEND TO TOP OF TOP
PLATE, �.,I,I..\ m ARCHITECT
e R FRANK UELLENDAHL
� P.O.BOX 316
`\ GREENPORT, W 11944
\� \,
TEL 631-477 8624
I`\ ) 1 1/4" WIDE — 20 GAGE � OWNERS
MEETAL STRAPS AT DOOR FOR
R.O. FOR GARAGE DOOR HEADER TO STUD CONNECTION JOHN & BETH WIUENBERG
WITH TRIPLE JACK STUDS
382 CENTRAL PARK WEST
i INSTALL SIMPSON 3 APT.
HTT16 TENSION TIES NEW YORK, NY 100022
5
' AT JACK STUDS TEL 866=466 8765
AT GARAGE DOOR
R
EL F C
!{ 4
I % ACQ SILL PLATE
F1--TOP OF FOUNDATION r�
WRAP + NAIL STRAP + f
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AROUND SILL NAILS PLATE
AT ANCHOR BOLT 1 1/4" WIDE — 20 GAGE DE _ 20
GE IE
GARAGE METAL STRAP ® 48" OC. 1 �I ~MEAL S RAP ® 48"AOC.
5 — 8d NAILS a c
SLAB ON GRADE - r MAXIMUM.
(2) #5 REBARS NAIL SHEATHING TO SILL PLATE
8d NAILS ® 4 O.C.
4" CONC. SLAB f :i�-^• ,;,6 t',' >:;: :y:'. ;;;: -a.. 9
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(max. 12 from end of sill plates) =it-• -%,' ;,.x.r:' r:: fa::% f •+:.`} z
DATE: 11/04/2019
SCALE: N.T.S.
(3) #4 REBARS
Y o CONNECTORS
• CRITICAL PATH
N
DWG. NAME
SECTION ELEVATION �� A-5
5=2 DWG. NO
HOLD DOWN + SHEAR CONNECTION CRITICAL PATH
FRAMING NOTES NAILING SCHEDULE TABLE 3.1 — WFCM ADDITION
W � TO THE
Joint Description Nail Sizes Nail Spacing o
1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED r W
DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING
BETTER. X Rafter to Top Plate Toe—zr
led) — all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 — 8d per rafter
2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Ceiling Joist to Top latee—nailed n/ per foist U Z
MIN. THICKNESS OR AS NOTED. Ceding Joist to Parallel Ra (Face—nailed) n� each lap 8
Ceiling Joist Laps ov r Partitions (Face—nailed) n/a each lap W
3. ALL SUBFLOORING TO BE APA RATED MRD-1—FLOOR, Collar Tie to Rafter Face-nailed) n/a per be
EXPOSURE 1, 3 4" MIN. THICKNESS. ALL EDGES OF Blocking to Rafter ( o —nailed) 2 — 8d each end
/ Rim Baard to Rafter End—nailed) 2 — 16d each end
PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND
NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING W
4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTEDTop Plate to Top Plate (Fac —nailed) 2 — 16d per foot o
WITHDOUBLE UPRIGHTS, 9'-0" AND OVER WfiH Top Plates at ntersection Face—nailed) 4 — 16d joints—each side
TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud Face—nailed 2 — 16d ° 24 o.c. RESIDENCE
MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face—nailed) 16d 16 o.c. along edges
5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 2x4 stud SOUTHOLD, NY
AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 — 16d per 2x6 stud
® 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR 2 — 16d per 2x8 stud J 3608 OLD NORTH RD.
0
CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face—nailed) 2 — 16d 1'2 per foot ARCHITECT
6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, FLOOR FRAMING o FRANK UELLENDAHL
stairs etc. ) OR AS NOTED ON DRAWINGS. P.O.BOX 316
Joist to Sill Top Plate or qirder (Toe—nailed) 4 — 8d per joist GREENPORT, NY 11944
7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Brid9ing to ,foist Toe—Waded 2 — 8d each end TEL 631-477 8624
PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist Toe—nailea) 2 — 8d each end
Blocking to Sill or Top Plate ( Toe—nailed) 3 — 16d each block J OWNERS
8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Ledger Strip to Beam (Face—nailed 3 — 16d each joist
Joist on Ledger to earn (Toe—nai ed) 3 — 8d per joist Z JOHN & BETH WNTENBERG
WITH RATED GALVANIZED METAL CONNECTORS BY Band Joist to Joist-(End—nailed) 3 — 16d perfoist 382 CENTRAL PARK WEST
"TECO" OR APPROVED EQUAL. Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d ' per foot APT. 15R
3 NEW YORK, NY 10025
9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. ROOF SHEATHING Y TEL 866-466 8765
BUILDING CODE AS A MINIMUM, ALL 2X6 STUDS
SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Structural Panels 8d 4" o.c.,perimeter zone
ALL EXTERIOR NAILS SHALL BE GALVANIZED. other 6 o.c. edges of
panel, 12 o.c. interior
10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" Diagonal"Boar, Sheathing „ of panel ��� c�`
o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. 1 x 6 or 1 x 8 2 — 8d per support 1� �
INTERMEDIATE. 1" x 10" or wider 3 — 8d per support `°-
11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING f
AND WATERPROOFING SHALL BE BY ARCHITECT.
Gypsum Wallboard 5d 7" edge / 10" field
12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE 1
AND STUD WITH GALVANIZED HURRICANE TYPE WALL SHEATHING OR 4E
CONNECTORS BY "TECO" OR APPROVED EQUAL FOR Structural Panels 8d 6" edge / 12" field
TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE fiberboard Panels a
CUPS AT ALL PERIMETER JOIST TO GIRDER 7 / 16° 6d 3" edge / 6" field w
CONNECTIONS. 25 / 32" 8d 3" edge / 6" field z
13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA
PACIFIC GPI SERIES WOOD—I—BEAMS AND LVL
PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND G ps12" field
um Wallboard 5d 7 rdboard 8d 6" edge edge / 10 fieldCD
S915 M
HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Ha /
Particleboard Panels 8d 6" edge 12" field
AS PER MANUFACTURERS RECOMMENDATIONS. WEB /
STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Diagonal Board Sheathing N
1" x 6" or 1" x 8" 2 — 8d per support g o
BEARING POINTS AT A MINIMUM. 1" x 10" or wider 3 — 8d per support o
HANDLING, STORAGE, AND ERECTION OF
COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING
RECOMMENDATIONS. DATE: 11/04/2019
Structural Panels o a SCALE: N.T.S.
14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 1" or less n 8d 6'
n edge / 1Zn field W
GALVANIZED MACHINE BOLTS ® 12" O.C.. greater than 1 10d 6 edge / 6 field 3 FRAMING NOTES
Diagonal"Board Sheathing " Nailing Schedule
1" x 6 "or 1 x 8 2 — 8d per support
12 12 12 0 12 o
-Zt�E W. NAME
OR: TRUSSLOK CONNECTORS BY 'FastenMaster ® 16" O.C. Nailing requirements are based on wall sheathing nailed 6"on—center at the panel ed e. If wall sheathing is nailed o N
3" on—center at the panel edge to obtain higher shear capacities nailing requirementsor structural members shall A-6
be doubled , or alternate connectors , such as shear plates , shad be used to maintain the load path. W. NO
o4 • 2 When wall sheathing is continuous over connected members , the tabulated number of nails shalt be permitted to C5
1 16
E 11
be reduced to 1 — Rd nail per foot.