HomeMy WebLinkAbout52435-Z �o,�aF souryOlo Town of Southold
P.O. Box 1179
,0 53095 Main Rd
couNv, Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46792 Date: 01/15/2026
THIS CERTIFIES that the building SINGLE FAMILY DWELLING- ADDITION AND
ALTERATION
Location of Property: 9280 Nassau Point Rd Cutchogue NY 11935
Sec/Block/Lot: 118.-6-6
Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/08/2025
Pursuant to which Building Permit No. 52435 and dated: 11/05/2025
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:
Additions and alterations including "as built" bathroom alterations to an existing single-
family dwelling as applied for.
The certificate is issued to: Michael Thompson,Debra Stabile
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 114756 12/21/2025
PLUMBERS CERTIFICATION: Tremayne Hansen 1/13/2026
A thorized Signatu
��pFSO(/Tyo TOWN OF SOUTHOLD
BUILDING DEPARTMENT
• 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#: 52435 Date: 11/05/2025
Permission is hereby granted to:
Michael Thompson
1105 Park Ave Apt 6A
New York, NY 10128
To:
construct additions and alterations and to legalize "as built" bathroom alterations to an existing
single-family dwelling as applied for with flood permit. Additional certification may be required.
Premises Located at:
9280 Nassau Point Rd, Cutchogue, NY 11935
SCTM# 118.-6-6
Pursuant to application dated 09/08/2025 and approved by the Building Inspector.
To expire on 11/05/2027.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition &Alteration $280.00
As Built Addition/Alteration $126.00
Flood Permit $150.00
CO-RESIDENTIAL $100.00
Total $656.00
---- -----------------------
ing Inspector
c� � I
p ; JAN 1 5 2026 � +
NASSAU ELECTRICAL
CMP-cling Department S U F F O L K I N S P E C TO R S
159 Route 25A, Building 1 Suite B
Miller Place, NY 11764
Telephone:631 495 8136 • Fax:631 509 4538 • E-Mail: Requests@SuffolkBEI.com
CERTIFICATE OF ELECTRICAL COMPLIANCE
Applicant: BJ Electric Certificate No.: 114756
Rough In Inspection Date: Dec 02,2025 Final Inspection Date: Dec 21,2025 {
Application No.: Building Permit No.: 52435
County Tax Map No.:
This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work
described below,installed on behalf of the applicant named above, located at the premise of and not after the final inspection
date above:
Owner: Michael Thompson
Site Location: 9280 Nassau Point Road,Cutchogue,NY 11935
Owner's Address(if different):
�x Residential x❑Indoor Basement Service ❑Shed
❑Commercial ❑Outdoor First Floor Pool ❑Hottub
I New Renovation ❑x Second Floor Attic/3rd Floor Garage
❑Addition Survey PV Solar ❑Generator Conversion
❑Signs ❑Battery Storage Safety Inspection Other:
INVENTORY
Single Phase Heat Duplex Recpt Ceiling Fixture Dual Func Breaker
Three Phase Hot Water GFCI Recpt Wall Fixture Smoke
Main Panel AC Cond Single Recpt Recessed Fixture CO Detect
Sub Panel AC Blower Range Recpt LED Lighting Smoke CO Combo
Transformer Appliance Ckt Dryer Recpt Emergency Time Clock
Disconnect Switches 10 Twist Lock Exit Fixtures Pumps
GFCI Breaker Heat Pump Electric Heat Pool Luminaire Exhaust Fan
Other Equipment:
The electrical work and/or equipment described above were inspected and was found to be in compliance with local,
state and national electrical code requirements and this office.
Applicant: BJ Electric License No.: 2670me
Date Printed: Jan 15, 2026
Inspected f
Signature:
�OSUFFCQ/r
Town Hall Annex yqo Giy 5 Telephone(631)765-1802
54375 Main Road j .�.c ! ((� 1�-
P.O. Box 1179 h t i L� v L�
Southold, NY 11971-0959
s� i
t:$, JAN 14 2026 I
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date: —
Building Permit No. 5
Owner: M; a-,e I 0 rn PSon
(Please print)
Plumber: 14c s-,o
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1% lead.
J (Plumbers Signature)
Sworn to before me this
day ofJ a n lka Y 20 a 'X.SJOR VA
ugly Puuiis,State 79
.� Quatifi
(rQlrli:i!S?�7;1�%�,Srgc!`•';�1 l7�d`V_��
Notary Public, tA_T"fib 11 County
1
50UTy0lo
TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ Y"F' INAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL
REMARKS: POOA6!n�&
ee6-1 u
DATE J�-�� INSPECTOR
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
i Town Hall Annex 54375 Main load P. ®. Box 1179 Southold,IVY 11971-0959
Telephone(631)765-1802 Fax(631) 765=9502 https://wii7w.sotitholdtowiiny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only `uJ
PERMIT NO. 5�43-5 Building Inspector: uuu lll��E
-.LL� R S E P - 8 2025
.Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant Is not the owner,an
Owner's Authorization form(Page 2)shall be completed. Buildinr,, Depariment
Tcbml of souvioldI
Date:August 29,2025
OWNER(S)OF PROPERTY:
Name:Michael Thompson scrM#1000-473889 .
Project Address:9280 Nassau Point Road
Phone#:646 512 3598 Email:mjtdas@aol.com
Mailing Address:1105 Park Avenue, 6A, New Yolk, NY 10128
CONTACT PERSON:
Name:Michael Thompson
Mailing Address:
Phone#:646 512 3598 Email:mjtdas@aol.com
DESIGN PROFESSIONAL INFORMATION:
Name: y
Mailing Address: �� � �iU G�
Phone#: O S Email: i)kf rG r I f e
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition Ateration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes VNo Will excess fill be removed from premises? ❑Y s ENO
1
PROPERTY INFORMATION
Existing use of property: �G 5tnIGG�� 1'�/MTAre
ended use of property:
Zone or use district in which premises is situated: there any covenants and restrictions with respect to
s property? ❑Yes�lo IF YES, PROVIDE A COPY.
(-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.APPUCATION 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,forthe 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 regulations 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 York State Penal Law.
Application Submitted By(print name): ��i2 �� FCC- l �✓�2�Z Authorized Agent ❑Owner
Signature of Applicant:
(/ otary Public,State of New York
STATE OF NEW YORK) No.01BU6185050
Qualified In Suffolk County,
SS: Commission Expires April 14,2pa
COUNTY OF �L� )
��,-J L'N T 7— being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the �C
(Con ractor,�Corporate, fficer,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 therewith.
Sworn before me thisQL� ��
day of .20 /��_�^ ` 7)Ae--p
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
Michael Thompson residing at 1105 Park Avenue, 6A,
I�
New York, NY 10126 Mark Schwartz
do hereby authorize to apply on
my beh7o(je T of Southold Building Department for approval as described herein.
August 29, 2025
Owner's Signature Date
MichaelThompson
Print Owner's Name
2
`o��5tiFf0t��oc TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O..Box 1179 Southold,NY 11971-0959
Z
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�. • o�; Telephone(631) 765-1802 https://unvw.southoldtowiinv.ilov
Floodplain Development Permit Application
PROPERTY INFORMATION: Flood Zone: v5- l3 FIRM Panel: 3(,1 o3Go,5 02{f SCTM#1000- 11$-
Address: 92 N S-24 0 eC71�-)1-- )2 D
City: GU l oG U p 1 1 3 5
CONTACT PERSON: Name: M An �� SG I&,-,4 to r Z I Phone#:63173¢¢ le-5--
Mailing Address: 21 a 9 G h1v U
PROJECT DESCRIPTION: N JCS I—(JO9 6 LV=oe5^ W1 7A) 7
sC 1S NG S �G U r /Zoos
SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY)
Type of Structure Type of Structural Activity
4Residential (1 to 4 families) ❑New structure
❑Residential(more than 4 families) ❑Demolition of existing structure
❑ Combined use ❑Replacement of existing structure
❑Non-residential VAAddition
elocation of existing structure
El Elevated to existing structure
❑ Flood proofed(attach certification) 9 Alteration to existing structure
❑Manufactured Home ❑Other:
❑Located on individual lot
❑Located in manufactured home park
SECTION B:OTHER DEVELOPMENT(CHECK ALL THAT APPLY)
❑Clearing of trees,vegetation.or debris CI Mining ❑ Grading ❑ Drilling ❑ Dredging
❑Connection to public utilities or services ❑ Paving ❑ Placement of fill material
❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction
❑ Fence or wall construction ❑Watercourse alteration(attach description)
❑ Excavation (not related to a structured development) ❑Other,development not listed (specify):
By signing below I agree to the terms and conditions of this permit and certify to the best of my knowledge the information contained
in this application is true and accurate.I understand that no work may start until a permit is issued.The permit may be revoked if any
false statements are made herein.If revoked,all work must cease until permit is re-issued. Development shall not be used or occupied
until a Cert.of Compliance is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be
required to fulfill 'regulatory requirements.Applicant gives consent to ldcal'authority or representative to make reasonable inspections
to verify compliance.
Application Submitted By(print name): It
Signature of Applicant: Date: / Z
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - l
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--- __ ____________ ___ __ __ HOUSE LIVING SPACE: 2509.3SF
• WAT.VEGATATION
I o': HOUSE GARAGE: 529.0 SF
O j PROPOSED _
' INTERIOR v +- I I TOTAL DECKS: 495.1 SF
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Y: :'I FRONT PORCH: 135.2 SF F
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ECK EXISTING a w I
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HOUSE& ��
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SIIEET NUMBER:
GAMBARDELLA SCALE:I"=30'-0"
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MARK SCHWARTZ & ASSOCIATES 28495 lain Koacl• PO Box 93.3•Cautcho,ue. NY 1193.i
— -- a-- 631.734.418i uu„.mksarchitcct.com
November 02,2025
Southold Town Building Department
54375 Main Road
Southold,New York 11971
Re: Thompson Property
9280 Nassau Point Road
Cutchogue, NY
To whom it may concern,
The insulation for this second floor interior alteration will have R21 insulation at walls and R30 at
ceiling. This insulation installation will be completed as per plans and meets current NYS Code
requirements.
Please contact this office with any questions you may have.
Sincerely,
1;G`
Mark Schwartz
AIN
APPROVED AS NOTED
6.R# NEW
WITH ALL CODES OF
1D! A EW YORK STATE &TOWN CODES 1/L
FEE
M�' 1BY AS REQUIRED AND ONDITIONS OF
NOTIFY BUILDING DEPART NT AT VSCHD
D TOWN LEA
631 765-1802 8AM TO 4PM FOR THE D TOWN PLCNINu SNRD
FOLLOWING INSPECTIONS:
1. FOUNDATION-TWO REQUIRED D TOWN TRUSTEES O
FOR POURED CONCRETE S. ~
2. ROUGH-FRAMING&PLUMBING D HPC CCUPA ICY 0
g, INSULATION CONSTRUCTION MUST USE # iNUllk!FI L
4. FINAL-CONS
EXISTING DECK BE COMPLETE FOR C.O. � 1@ � �U� `,rE E IfFri
ALL CONSTRUCTION SHALL MEET THE
TE
REQUIREMENTS OF THE CODES OF NEW F OCCUPANCY
Y
YORK STATE. NOT RESPONSIBLE FOR `d
DESIGN OR CONSTRUCTION ERRORS
— ---- —--- ELECTRICAL.
WHITEWHI'l . INSPECTION REQUIRED
l EXT M. �
i
- --
•-------- - - --- ------ -- - ----------•
H F- � I � I t
PLUMBING ►�� d
\
DORMER DORMER DORMER/ \ \ / ALL PLUMBING WASTE
AB VE i ABFVE i , AB VE r r
TESTING BEFORE COVERING O
EX. BEDROOM No. 6 Q
------------------
-------------------------- ----------------- ------------------ - --T-- -----------------�----------------- PLUMBER CERIIFICA 7!
ON LEAD CONTENT BE P-I
EX. BEDROOM No. 3 EX. BEDROOM No. 5 = CERTIFICATEOFOCCU A z O
EX. BEDROOM No. 4 SOLDER USED 1N WA -E O U
SUPPLY SYSTEM CAN P -,'�.� "F:)
FXrFFn 2/1 R nF I-� U
------------------
Provide windborne debri
protection for new exterior
glazing on buildings as p r
---------- ---------- NYS Code, ► ,1 ,, ,.. , l : o
EX. HALL :� m r2 o
ON
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EX. BATH
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No. 5
,O %.O 2'-�3�4"
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EX. BATH No. 3 00
-------- � s . .6�& 'a ';\_� /� EX. BATH �� 04 t' !'
CUT BACK CHIMNEY °e -
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AS REQUIRED �ana 5 -
ALCOVE C1� ;~
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________ PROPOSE 7'-0/z"PLT.HT.
— — — — — — — — -------- w BATH No. — ;o S
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60.
<.« --j----- 132 kO l�
T-1"PLT.HT. I '0"HIG 00 I W
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8'-73/4' EX. ATTIC O
Tcan
All exterior libhting N
V installed, replaced or
• repaired shall conform d
' % �p to Chapter 172
Iof the Town Code U
-----------------------------------\----------------------------------------------------------------------------------------------- �.�
I COMPLY WITH CHAPTER "46"
FLOOD DAMAGE PREVENTION
PROPOSED 2N1D. FLOOR SOUTHOLD TOWN r�r^,r t
SCALE: 1/4" = 1'-0" * �;• �s DRAWN:
SCALE:
" JOB#:
9/2/2025
SHEET NUMBER:
A- 1
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FINISHED DIMENSIONS A-P,
ATTIC SCALE: 1/4" = 1'-0"
EXISTING Ak.
CROSS SECTION
SCALE: 1/4" = 1'-011
DRAWN:
SCALE:
JOB#:
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to f SHEET NUMBER:
A-2
ENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:G1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIIL NAIL RESIDENTIAL DWELLING
JOINT DESCRIPTION NOTES BUILDING USE
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING
in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d1 COMMON EACH BUILDING HEIGHT (SEE PLANS)
CONSTRUCTION NOTES: TOE-NAIL TOTALS FT.OF CONSTRUCTION (SEE PLANS
TOP PLATE 10'WALL:4-8d COMMON RAFTER Q• )
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: 3-8d COMMON EACH CEILING JOIST 8'WALL•3- DESIGN CRITERIA UNIFORM CODE
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE W
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL 4-8d COMMONJOIST AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES g Y P g g p P FRAMING ELEMENTS E..�
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN WE LOAD SF R301.5 1
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL � ) DESIGN DEAD LOAD(O R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801-7 Fri
UNINHABITABLE ATTICS(NO STORAGE) 1D EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH Ln80
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE
UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING)
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY:
OVER PARTITION WFCM-SBC LAP NAIL HABITABLE30 INTERIOR(LIGHT FRAME)WOOD WALLS ATTICS AND 10 INTERIOR WALLS AND PARTITIONS H/180
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/360
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 80 CEILINGS(PLASTER,STUCCO) U360
should be adhered to even if invariance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE FIRE ESCAPES 40 CEILINGSGYPSUM CONCRETE WALLS(6"THICK) 85 (GYPSUM) L/240
accordance with table 3.3. TO RAFTER END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240
P g RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS P
3).Dimensions shall take precedent over scaled drawings. VEHICLE GARAGES(R301.5)PER 20 SQ.IN.200016s ( CASTER,STUCCO) H/360
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING• SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) L/600
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40
construction means,methods,techniques,sequences,or procedures•or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING
P P g p q TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMON
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16d COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE W Fr-1
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS:
NAIL O.C.or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 2-16d COMMONSEE FLOOR PLANS AND WINDOW SCHEDULE
24" FACE EGRESS
attached with Sd common nails at 6"D.C.at the panel edges and 12"D.C.in the field,and STUD FIRE PROTECTION SYm.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. �
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS O 0
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"D.C.in the field shall be in accordance with the length requirements specified
HEADER ALONG EDGES NAIL CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. 04 0
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION F-(
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: W
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA O O Z
length adjustment factors in table 3.16. FOOT
plans,elevations,details and notes toBLOCKING' SEE NOTE:1,2
1 .The General Contractor and Mason to review END JOIST OR
P GROUND WIND SEISMIC FROST WINTER ICESHIELD I�•
determine intended heights of finished floors above typical grade. 7.INTERIOR SHEARWALL CONNECTIONS: FLOOD
g () Yp g ) FLOOR FRAMING' SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS ,U
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES I'7
QTY. SPACING MODERATE SLIGHT TO Z O
2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE -
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE
concrete or masonry walls occuring in exterior or unheated interior areas. SILL TOP PLATE OR GIRDER 4-8(d COMMON JOIST NAIL O CD U
8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE N
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8(d COMMON END NAIL U NAIL SPACING NAIL SPACING AT INTERMEDIATE �
BLOCKING EACH TOE
be installed with#5 re-bar,18"long at 12"D.C..Use approved epoxy for installation. SHEATHING LOCATION NOTES r
3.5- AT PANEL EDGES SUPPORTS IN THE PANEL FIELD r�
5).Unless otherwise noted,all slabs on grade to be 3000 p.s.L.Concrete to be 2-8(d COMMON4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.C. SEE NOTES:1,3
9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16,d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1(BOTH FIELDS)
NOTE:2 FOR PANEL FIELD
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3
6).Crawl spaces n at provided with r minimum.of area.
"access opening.Install one attached with the above requirements. TO BEAM 3-16 d COMMON JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area.
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8(d COMMON PER TOE NOTES
CD
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL r-•I
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. t-'
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END Cq
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16od COMMONJOIST NAIL co 0
cf 4 d O
1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, ch +:
8). required as Drainage re b current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. X v
q Y J P SILL OR TOP PLATE 2-16(d COMMO FOOT SEE NOTE:1 O �=+ G +�
Girders on concrete piers shall be anchored with proper steel connectors anchored H AT N 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. C; v Q.
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. U
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches D.C. O
1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL INAIL X O
3).Posts supporting girders shall be anchored to a 12"xl2"xl2"thick concrete footing. JOINT DESCRIPTION L'. }+ En
Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch D.C.nails spacing assumes Sheathing to rafter/truss framing members with G>0.49.For w
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. P g g g ^{� Z
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL ad AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches D.C. 0 w oc
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: P4 6n v
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. O t r+
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE X. �
SHEATHING �
THING LOCATION NOTES it n V)
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL
otherwise. JOINT DESCRIPTION
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O. . Bd COMMON @ 12"O.C. SEE NOTES:1,3 (BOTH FIELDS) V
where needed. NOTE:2 FOR PANEL FIELD
4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE 00 `.
( ) g• 5d COOLERS � � .t]
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 cV O v
6).Concrete piers shall be a minimum 6"above grade. s~ t
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of O W
openings.Bearing wall window sills shall also have 2 window sill plates for 2x4 wall WALL SHEATHING:
g ( ) p 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES
openings between 4'1 and 60 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
5).All flush beams/headers to be installed with heavydu alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 .For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall
Sd COMMON ) g g q
�'g g p
anchors where applicable to all connecting joists. PANELS WFCM-SBC be used. W
PLUMBING NOTES
7/16"OSB 6d COMMON3"O.C.EDGE
6).Double u floor joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply.drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to stud framing members with
P J P J PP Y• g g
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
Sd COOLERS O
on plans. WALLBOARD 10"O.0.FIELD U3 .For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails.
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g•g P �
other access openings unless otherwise noted(typical). FLOOR SHEATHING: 1p
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES V OR LESS 8d COMMOI 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) N
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists I MIN.44"SILL-AFF F
under all bearing walls.
1).Mechanical subcontractor is responsible for adhearing to all applicable
Residential Code R302.11-FIREBLOCKING REQUIRED applicable codes and safety NOTES: Fireblod ing shall be provided to cut off all concealed draft openings(both vertical and horimntal) �I
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. �4
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblo&ing shall be provided in wood-frame construction in the following locations.
needed. 2).HVAC subcontractor is to full coordinate all stem data and requirements with the MENTIONED 1N SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY.
) Y system q 1).In concealed spaces of stud walls and partRions,including tarred spaces,at the ceiling and floor
equipment supplier, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 U
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as firebloeking in walls constructed
1).Nailing requirements are based on wall sheathing using
a allel rows of studs or sta er
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION g p r gg ee studs. W
3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed b"on-center at the panel edge.Ilf wall sheathing '
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits,
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
per manufacture's
over subfloor as facture's instructions. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
P such as shear plates,shall be used to maintain load path. 2).COMPACTION or NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. em.H
1).All electrical to be Installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT IT LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and Floor level,to resist the free passage of
ti b f t combustion.d r d me fl an products o
d TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION
i i thi h wall When wa sheathing s continuous(over connected . a
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2). W
to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails;shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION. 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Cade.
3).All electrical work to comply with 2014 NEC. to be reduced tol•16d nail per foot. I INCLUDING SUBFLOOR,IS COMPLETE.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
torch down type material over. and R315 of IRC. w. .�,
�
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&Gi
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP w7�r.�!r ` DRAWN:
AND BASES.USE WITH FLASHING CAPS TO 4.
� Ck SCALE:
1COVERTOP
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JOB#:
9/2/2025
SHEET NUMBER:
� F A- 3
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