HomeMy WebLinkAbout52980-Z 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#: 52980 Date: 05/15/2026
Permission is hereby granted to:
William A King
33 First St
Webster, MA 01570
To:
legalize "as built" alterations to an existing building(Pro Shop) as applied for. Additional certification
maybe required.
Premises Located at:
5025 Route 25, Greenport, NY 11944
SCTM#35.-2-11
Pursuant to application dated 05/07/2026 and approved by the Building Inspector.
To expire on 05/14/2028.
Contractors:
Required Inspections:
Fees:
As Built Alteration $600.00
CO Commercial $100.00
Total 700.00
r Building Inspector
TOWN+Cl +C [TI~IC LI --BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1 02 Fax(631) '7E5-950�2 bttps.-,//�ww�vsotit�hol�dto�wil�iiov,
Date Received
APPLICATION FOR BUILDING PERMIT
u
For Office Use Only
PERM !PERMIT N O.
2q �m� Building 1c�
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, a
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the yawner,an r
Owners Authorization form(Page 2)shall be completedS
Date.
OWNER(S)OF PROPERTY:
Name: '� SCTM#1000- A--�' -�
k
Project Address:
Phone#: +71 71 Email:
Mailing Address:
CONTACT PER ON:
NameT
Mailing Address:
Phone#: Email.....
DESIGN IGN PROFESSIONAL INFORMATION:
Name: rwll mmqila-
Mailing Address:
Phone#: •' .G 41 Lo Email:
CONTRACTOR INFORMVIATION.
Name:
Marling Address: d t1d V M 4
'
Phone#: (�,�, � � `"� � � Email
DESCRIPTION N OF PROPOSED CONSTRUCTION
❑New ' ructre Add' Alteration) Repair ❑Demolition Estimated Cost of Project:
............................
0Other
, iz
FWill the lot be re-graded? CIYes o Will excess fill be removed from premises? ❑Yes No
1
............
.................................................................. ......... ........
PROPERTY INFORMATION
............_.'_'.'_...............
[xisting USC of propertV Interidp(I trsv of property. Pao �140 e
.......... ........._"'1"'_'..........
4701W 01 USIP (1101-K-1 III WhiCh P1_(%1'Y*V% 1 ated Are there any covenants-r-ind restrictions with respect to
Ilik property? IYec. I INo IF YES, PROVIDE A COPY.
........................
h ec k 13 a x After R ea d I ng The owner/contractor/d @%ion professional Is respon il bin for all dra Imago and itorrm waiter Issues as provided by
Chaptw 236 ol the Tbwn Codo. APPLICAT10N IS HERERY MADE to the Building Deportment fort Issuance of a Building Permit pursuant to the Building Zone
CW41nancv of theTbwn of Southold.Suffolk,county,Now York and other applicable Laws,Ordinances or AegulatIons,for the construction of buildings,
addIftions.Aftwutiont or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,buildingcode,
hoa%ft cWeand rnulations and to admit authorized Inspectors on promises and In bullding(s)for necessary Inspecilons.False statements made herein are
punhhabi @ as a Closs A misdem P a nor pursu ant to Section 210.45 of the N ew York Sta te Pe n a I La w.
................................................................. ................................... ——------------" ............................ ................_..................................................................... ..................
Application Submitted BV (print name): nAuthorized Agent ClOwner
Signature of Applicant-. Date:
STATE OF NEWYORK)
ss:
C 0 U N T-Y 0 F
..
_j being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the /Z-AL- 1124jq n/A
(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 th 'p
Sworn before me this CATHERINE CHI UD14L)RI"
Notary Public,The State of New York
No�OICH4926005
d
Qualified in Suffolk Couny a y of t
2,66'2110(
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
residing at
esl
do hereby authorize to apply on
my behalf to the Town of Southold Building De partment for approval as described herein.
Ownees Signature Date
..........
Print Owner's Name
2
........... ........... .............
6\1F Fa 't
t
BUILDING DEPARTMENT- Electrical Inspector
rod TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
Southold New York 11971-9959
**.4 Telephone (631) 765-1892
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATIONCAll Information Required) Date:
Company Name:
Electrician's Name:
License No.: Elec. email:
r
Elec. Phon
e No: D I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: d alll�l
Address:
r
Cross street:
Phone No.: (j -----------
Bldg.Permit #: OWN% email:
Tax Map District: 1 006 section: Block: Lot:
BRIEF DESCRIPTION OF WORK INCLUDE. SQUARE FOOTAGE E (Please Print Clearly)
41—
fcle.
a
f
� f
zoo.-")f/-)�7, 11
y1+ h
Square Footage:
Circle All That Apply: je
Is job read far inspection?: ! YES NO Rau h In Final
J Y p q
Da you need a Terry Certificate? YES NO Issued On
Y p
lemp Information: (All information required)
Service Size[:]IPh 3 Ph size: A # Meters Old Meter#
t Flood ReconnectF-Iservice ReconnectFlunder round nOverhead
New service Frye Reconnec ❑ �
T T]
Underground Laterals 1 2 H Frame Pole Work done on Service? Y 'N
Additional Information
PAYMENT DUE WITH APPLICATION
1
• Islands End Golf Club
Electrical Work Scope
February 10 -April 10, 2026
Pro Shop Renovation -Electrical Scope
Pro shop had up to date CO as per 2022 building permit.After walls were opened and
existing electrical conditions observed, it became necessary to make amendments and
improve the otherwise dangerous condition of the building.
Please see the following work scope:
1. New overhead lighting installed,recessed LED 3000K
2. Track lighting installed for build-in
3. New fan rated boxes and fans installed
4. Cut out all old circuits,wired outlets and switches
S. Reworked and rewired basement lights properly for code compliance
6. Cut out 9 splice boxes and reworked for code compliance
7. Installed new outdoor security lights with motion
8. Installed new outdoor lights
9. Installed new baseboard heating and wiring
10. Installed new emergency lights and wiring
11. Installed new hardwired smoke/CO
M'JANDERSER
400 SERIES PRODUCT PERFORMANCE WINDOWS & DOORS
NFRC Certified Total Unit Performance for Products With Dual-Pane Glass
This information is for reference only.Performance values vary based on unit size,configurations and options.
Contact your Andersen supplier for specific unit data.
Andersen'Product High-Performance Dual-Pane GlassType I U-Factdrl I SHGCv I VT3 Andersen•Product High-Performance Dual-Pane GlassType I U-Factory I SHGC3 I VT3
Without Grilles 0.29 0.32 0.54 ; Without Grilles 0.27 0.34 0.60
w Simulated Divided Light Grilles 0.29 0.29 0.49 W I Simulated Div id
Ugh[Grilles 0.27 0.31 _0.53
Finelight'Grilles 0.30 0.29 0.49 # i Finelight-Grilles 0.27 0.31 0.53
9 Energy Spacer Divided Light Grilles 0.28 0.29 0.50 -S Energy Spacer Divided Light Grilles 0.27 0.31_ 0.53
Full Divided Light Grilles 0.29 0.29 0.49 Full Divided Light Grilles 0.28 0.31 0.53
Without Grilles 0.25 0.31 0.53 Without Grilles 0.22 0.34 0.58
Simulated Divided Light Grilles 0.25 0.28 0.48 v j Simulated Div ded Light Grilles 0.22 0.31 0.52
a Finelight Grilles 0.26 0.28 0.48 I Firelight Grilles 0.22 0.31 0.52
J 3 Energy Spacer Divided Light Grilles 0.24 0.29 0.48 3 Energy Spacer Divided Light Grilles 0.22 0.31_ 0.52
Full Divided Light Grilles 0.26 0.28 0.48 Full Divided Light Grilles 0.25 0.31 0.52
j Without Grilles 0.29 0.20 0.31) i _ Without Grilles 0.27 0.21 0.33
< Simulated Divided Light Grilles 0.29 0.18 0.27D�dansgom
,r Simulated Divided Light Grilles 0.27 0.19 J0.30^_
o w ! Finelight Grilles 0.30 0.18 0.27c�, Firelight Grilles 0.27 0.19 0.30
400 Series J Energy Spacer Divided Light Grilles 0.28 0.18 0.28 Energy Spacer Divided Light Grilles 0.27 0.19 0.30
Casement Windows Full Divided Light Grilles 0.30 0.18 0.27 Full Divided Light Grilles 0.29 0.19 0.30
AND N-1
Without Grilles 0.28 0.21 0.49 ; Without Grilles 0.26 0.23 0.54
Simulated Divided Light Grilles 0.28 0.20 0.44 w= Simulated Divided Light Grilles 0.26 0.21 0.48
Finelight Grilles 0.29 0.20 0.443 Firelight Grilles 0.2fi 0.21 0.48
9 y ;Energy Spacer Divided Light Grilles 0.27 0.19 0.45S m [Energy Spacer Divided Light Grilles 0.26 0.21 0.48
Full Divided Light Grilles 0.29 0.20 0.44 Full Divided Light Grilles 0.28 0.21 0.48
I Without Grilles 0.25 021 0.47 Without Grilles 0.22 0.22 0.52
Simulated Divided Light Grilles 0.25 0.19 0.43 c o j Simulated Divided Light Grilles 0.22 0.20 0.47
l w I
# ; Firelight Grilles 0.25 0.19 0.43 d Firelight Grilles 0.22 0.20 0.47
J n 3 Energy Spacer Divided Light Grilles 0.24 0.19 0.44 3 I Energy Spacer Divided Ught Grilles 0.22 0.20 0.47
Full Divided Light Grilles 0.26 0.19 0.43 Full Divided Light Grilles 0.24 0.20 V 0.47
Without Grilles 0.26 0.47 0.58 - i Without Grilles 023 0.52 0.64
,a o Simulated Divided Light Grilles 0.25 0.44 0.53 _ a o j Simulated Divided Light Grilles 0.23 0.47 0.57
o A_ Finelight Grilles 0.25 0.44 0.53 :�s Finelight Grilles 0.23 0.47 0.57
J a 3 Energy Spacer Divided Light Grilles 0.25 0.44 0.53 a 3!Energy Spacer Divided Light Grilles 0.23 0.47 0.57_
j Full Divided Light Grilles 0.27 0.44 0.53 i Full Divided Light Grilles 0.25 0.47 0.57
Without Grilles 0.29 0.31 0.53 - Without Grilles 0.30 0.28 0.47
v Simulated Divided Light Grilles 0.29 0.29 0.48 .. w Simulated Divided Light Grilles 0.30 0.25 0.42
3 Firelight'Grilles 0.29 0.29 0.49 S L Finelighr Grilles 0.31 0.25 0.42
3 Energy Spacer Divided Light Grilles 0.28 0.29 0.49 _ .. I Full Divided Light Grilles 0.31 0.25 0.42
' Full Divided Light Grilles 0.29 029 0.48 Without Grilles 0.27 0.27 0.46
Without Grilles 0.26 0.30 0.52 W Simulated Divided Light Grilles 0.27 0.25 0.41
Simulated Divided Light Grilles 0.26 0.28 0.47 3= Finelight Grilles 0.27 0.25 0.41
w
9� _Firelight Grilles 0.26 0.28 0.47 3 ! Full Divided Light Grilles 0.28 0.25 _0.41
3 Energy Spacer Divided Light Grilles 0.25 0.29 0.48 - Without Grilles 0.30 0.17 0.26
I Full Divided Light Grilles 0.27 028 0.47 - w I Simulated Divided Light Grilles 0.30 0.16 0.23
Without Grilles 0.29 0.19 0.29 400 Seder 9 ' Finelight Grilles 0.31 0.16 0.23
Simulated Divided Light Grilles 0.29 0.18 0.27 ..,Complementary .. 1 Full Divided Light Grilles 0.31 0.16 0.23
w� Casement Windows- Without Grilles 0.30 0.18 0.42
-9W Finelight 0.30 0.18 0.27 _
AND>N-107 v
Energy Spacer Divided Light Grilles 0.29 0.18 0.27 - w,,, i Simulated Divided Light Grilles 0.30 0.17 0.38
401)Series iFull Divided Light Grilles 0.30 0.18 0.27 9 E Finelight Grilles 0.30 0.17 0.38
Awning Wlridtlws Without Grilles 0:28 0.21 0.48
AND-N-2 " Full Divided Light Grilles 0.30 0.17 0.38
-
Simulated Divided Light Grilles 0.28 0.19 0.43 : Without Grilles 0.26 0.18 0.41
# 1 Finelight Grilles 0.29 0.19 0.43 w ! Simulated Divided Light Grilles 0.26 0.17 0.37
n Energy Spacer Divided Light Grilles 0.28 0.19 0.45 E_! Finelight Grilles 0.26 0.17 0.37
Full Divided Light Grilles 0.29 0.19 0.43 N 3 i Full Divided Ugh[Grilles 0.28 0.17 0.37 _
Without Grilles 0.25 0.20 0.47 Without Grilles 0.27 0.41 0.50
o; Simulated Divided Light Grilles 0.25 0.19 0.42 w Simulated Divided Light Grilles 0.27 0.37 0.45
c d j ts
Finelight Grilles 0.25 0.19 0.42 9„\`_ Finelight Grilles 0.27 0.37 0.45
rn 3 j Energy Spacer Divided Light Grilles 0.24 0.19 0.43 3 Full Divided Light Grilles 0.28 0.37 0.45
Full Divided Light Grilles 0.26 0.19 0.42 continued on next page
Without Grilles 0.26 0.47 0.58
c. Simulated Divided Ught Grilles 0.26 0.43 0.53
4 �-
o_to j Firelight Grilles 027 0.43 0.53
J a 3 FEnergy Spacer Divided Light Grilles 0.26 0.44 0.53
Full Divided Light Grilles 0.28 0.43 0.53
•'Low-E41""Low-E4'SmartSun7""Low-E4'Sun,"Low-E4'PassiveSun'"and"HeatLock'"are Andersen trademarks for'Low-E'glass.
1)U-Factor defines the amount of heat loss through the total unit in BTU/hr-ft2-°F.The lower the value,the less heat is lost through the entire product.Window values represent non-tempered glass.Use of tempered glass
can increase U-Factor ratings.See nfrc.org for specific performance values.Door values represent tempered glass.2)Solar Heat Gain Coefficient(SHGC)defines the fraction of solar radiation admitted through the glass directly
transmitted,as well as absorbed and subsequently released inward.The lower the value,the less heat is transmitted through the product.3)Visible Transmittance(VT)measures how much light comes through a product
(glass and frame).The higher the value,from 0 to 1,the more daylight the product lets in over the product's total unit area.Visible Light Transmittance is measured overthe 380-760 nanometer portion of the solarspectrum.
NFRC ratings are based on modeling by a third-party agency as validated by an independent test lab in compliance with NFRC program and procedural requirements.
•This data is accurate as of December 2024.Due to ongoing product changes,updated test results,or new industry standards or requirements,this data may change overtime.Ratings are for sizes specified by NFRC for testing
and certification.Ratings may vary depending on use of tempered glass,different grille options,glass with capillary breather tubes for high altitudes,etc.
•Values are for single units with given pane thickness,stainless steel glass spacers and 3/4"(19 mm)grilles for windows and patio door products.
•.VIYJI RUa.11VlY iYV �J. --_.. ..___.-..-_ _.._.. __ _.
1).The information within this set of construction documents is related to basic design 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber.All fasteners,hangers and anchors to Category Details
intent and framing details.They are intended as a construction aid,not a substitute for generally accepted good building practice and be galvinized or stainless steel. Occupancy Classification R-3 Residential J J JJCIJI✓
comaliance with current New York 2).Girders for deck joists to be bolted to each post with washers and nuts.Girders on concrete piers shall be anchored with
State building codes.The General Contractor is responsible for providing standard proper steel connectors anchored Building Use Residential Dwelling
construction details and procedures to ensure a professionally finished,structurally into concrete with a minimum 112"dia x 7"long anchor bolt with washers and nuts. Building Height (See Plans)
Y sound and a weatherproof completed product. 3).Posts supporting girders shall be anchored to a 12"xl2"xl2"thick concrete footing.Use a minimum 1/2"dia x B"long anchor Total Sq.Ft.of Construction (See Plans) ^ O'A
2).The General Contractor is responsible for ensuring that all work and construction meets current federal,state,county and local bolt with washers and nuts.Footings Shall be 3 ft.below grade.Porches with covered roofs shall have 12"dia.concrete piers Design Criteria Code:2020 IRC,2020 NYS Uniform Supplement ](/ t
'i.codes,ordinances and regulations,etc.These codes are to be considered as part of the specifications for this building and for the girders. Framing Elements As per floor plans,cross section and general notes 5 U(�
should be adhered to even if in variance with the plan. 4).Deck joists to have blocking at 8'0 o.c. Design Load Calculations (Live Loads PSF)
3).Dimensions shall take precedent over scaled drawings.(DO NOT SCALE DRAWINGS). 5).A minimum of 10 inch flashing shall be installed between the building and ledger.Ledger to be fastened to building with 1/2" Ext.Balconies 60
4).The designer has not been engaged for construction supervision and assumes no dia.bolts with washers and nuts where needed. Decks 40
S-'
responsibility for construction coordinating with these plans,nor responsibility for construction means,methods,techniques,sequences, 6).Concrete piers shall be a minimum 6"above grade. Attics wlo Storage 10
or procedures,or for safety precautions and programs in connection with the work.There are no warranties for a 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored Attics w/Storage 20 d//�
specific use expressed or implied in the use of these plans. to girder(s). Roof(Ground Snow Load) Per NYS 301.6
5).Refer to the Window and Door schedule for exterior openings. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. Rooms(Other Than Sleeping) 40
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and Roams(Sleeping) 30
applicable codes. WIND FRAMING NOTE: Stairs 40
7).The General Contractor is to consult with the owner for all built-in items DESIGNED FOR 130 MPH WIND SPEED PER ASCE 7/NYS RESIDENTIAL CODE-PROVIDE REQUIRED HURRICANE CLIPS ExpGuardrails(Any Direction) 200
such as bookcases,shelving,pantry,closets,trims,etc. AND SHEAR CONNECTIONS. Load Path
Category (Designed for Cat.C)
8).Wind load requirements shall be taken into account during construction Load Path(Roof-Foundation) See Construction and Wind Path Connection
Detail Page&General Note Page
FOUNDATION NOTES: PLUMBING NOTES: Nailing Schedule See General Note Page
Egress See Floor Plans and Window Schedule
1).The General Contractor and Mason to review plans,elevations,details and notes to 1).All water supply,drainage and venting to be installed as per 2020 NYS Residential Construction Code. Fire Protection
determine intended heights of finished floor(s)above typical grade. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. (Smoke&CO2 Detectors) Smoke Alarms to comply with NFPA 72 and NYS R314 IRC.
2).All footings to rest on undisturbed(virgin)soil. 3).If wall studs,plates orjoists are cut out during installation for any plumbing related work,provide adequate bracing and Carbon Monoxide Alarms to comply with R315 IRC.
3).Provide 1/2"expansion joint material between concrete slabs and abutting plates to protect and secure the structure.Verify with the state code and manufacture's recommendation for maximum hole size Truss Design N/A-Standard Stick Frame Construction
concrete or masonry walls occuring in exterior or unheated interior areas. and spacing permitted. Energy Calculations 2018 IECC
4).Any new concrete walls being attached to existing concrete structure shall be installed with#5 re-bar,1 B"long at 12"o.c..Use
approved epoxy for installation. HVAC SYSTEM NOTES:
CLIMATIC 8:GEOGRAPHIC DESIGN CRITERIA:
5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire
mesh reinforcing.Interior slabs 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements.
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with 6"maximum lifts(layers). 2).HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. Ground Snow Load Wind Speed(MPH) Seismic Design Weathering Frost Line Termite Decay Winter Design Ice Shield Flood
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 8x16 cast iron foundation vent for every 150 sq.ft. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final Depth Temp. Underlayment Hazards
of area. review and approval.
20 PSF 130 Category B Severe 3 ft. Moderate Slight 11 None None
7).Dampproof exterior of foundation with bituminous coating as required by current N.Y.S.Residential Construction Code.A 6-mil
to Heavy to Moderate
polyethylene film shall be applied over the below grade portion of exterior walls prior to backfilling. - ELECTRICAL NOTES:
8).Drainage as required by current 2020 NYS Residential Construction Code.
1).All electrical to be installed as per N.Y.S.Residential Construction Code. ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
FRAMING NOTES: 2).All electrical work shall be approved by a qualified Underwriter.
3).All electrical work to comply with 2020 NEC. Sheathing Location Nail Spacing at Panel Edges _ Nail Spacing at Intermediate Supports in the Panel Field Notes
1).All framing techniques and methods as prescriptive design of current SBC High Wind Edition Wood Framing Construction 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 4'Perimeter Edge Zone 8d Common @ 6"O.C. 8d Common @ 6"O.C. See Notes:1.3
Manual. and R315 of IRC. Interior Zone 8d Common @ 6"O.C. 8d Common @ 12"O.C. See Notes:1(Both Fields)
Note:2 for Panel Field
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR.Douglas Fir.
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted otherwise. ROOF FRAMING: Gable l Rake 8d Common @ 4"O.C. 8d Common @ 4"O.C. See Notes:1.3
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir.Bearing wall headers to have(2)jack studs and Rakkee Truss
and(2)full length studs on each side of all openings.LVL headers to have(3)jack studs and(2)full length studs on each side of Joint Description _ Nail Qtv. Nail Spacing Notes
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall openings between 4'1 and 60 and 2x6 wall Rafter to Top Plate 8'Wall:3-8d common Each Rafter Toe-nail NOTES:
openings between 511 and 8'9.Provide fire and blocking where applicable. 10'Wall:4-8d common
5).All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists. Ceiling Joist to Top Plate B'Wall:3-8d common Each Joist Toe-nail THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
6).Double up floor joists under walls that run parallel to the floorjoist and under bathtubs.Floors to have ceramic file installed shall 10'Wall:4-Bd common
be verified for proper load capacity unless noted Ceiling Joist to Parallel Rafter As per Table 3.7 WFCM-SBC Each Joist Face Nail 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4 foot perimeter
on plans. Ceiling Joist Laps Over Partition As per Table 3.7 WFCM-SBC Each Lap Face Nail edge zone attachments required shall be used.
7).Provide 2-1-3/4"thick microlams(height to match Floor joists)around stairwell and/or other access openings unless otherwise Collar Tie to Rafter As per Table 3.4 WFCM-SBC Each End Face Nail
noted(typical). Blocking to Rafter 2-Rd common Each End End Nail 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.For framing
8).Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted Rim Board to Rafter 2-16d common Each End End Nail members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
9).Provide blocking/bridging in floorjoists at 6'0 o.c..Use solid blocking in floor joists under all bearing walls.
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as needed. WALL FRAMING: 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For framing members with
11).Unless otherwise noted,all roofs and walls to have a minimum 112"thick,4-ply Fir CDX exterior sheathing grade plywood. 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.
Plywood to cover over plates and headers.
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed Joint Description _ Nail Qtv. _ Nail Spacing Notes
to floorjoists.Finished floor to be installed over subfioor as per manufacture's instructions. Top Plate to Tap Plate 2-t6d common Per Foot Face Nail
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and ceilings and over furnace to have 518" See Note:1 WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Top Plates at Intersections 4-16d common Joints Each Side Face Nail
thick type-x sheetrock.All other parts of building to have regular 1/2"sheetrock.All walls to be taped and finished.
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 at
Stud to Top or Bottom Plate 2-16d common 24"O.C. Toe Nail Sheathing Location Nail Spacing at Panel Edg p
es _ Nail Spacing at Intermediate Supports in the Panel Field Notes
with a Fiberglas base sheet with an EPDM torch down type material over.16).All sill plates and wood in contact with concrete to be Header to Header 16d common 16"O.C.Along Edges Face Nail 4'Edge Zone 8d Common @ 6"O.C. 8d Common @ 6"O.C. See Notes:1.3(Both Fields)
pressure treated.Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or ap Top or Bottom Plate to Stud 2-16d common Per 2x4 Stud End Nail Note:2(Panel Field)
3-16d common Per 2x6 Stud End Nail Interior Zone 8d Common @ 6"O.C. 8d Common @ 12"O.C. See Nate:3.
Bottom Plate to Floor Joist 2-16d common Per Foot Face Nail
WIND FRAMING NOTES: Band Joist See Note:1.2 NOTES:
1).RIDGE-TO-RAFTER ASSEMBLY:1-114"x 20 gauge strap shall be attached to each pair of rafters in accordance to table End Joist or Blocking THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
3.4.When a collar tie is used in leu of a ridge strap,the number of 10d common nails required
in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. FLOOR FRAMING: 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall be used.
2).RAFTER-TO-WALL ASSEMBLY:Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be
in accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters or trusses shall be attached to the Joint Description Nail City. _ Nail Spacing Notes 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with G>0.49.For framing members with
wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections.Roofs overhanging the rake Joist to Sill,Top Plate or Girder 4-8d common Per Joist Toe Nail 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
side of the building shall be connected with uplift connections in accordance with table 3.3c. Bridging to Joist 2-8d common Each End Toe Nail
3).WALL-TO-WALL ASSEMBLY:Wall studs above and studs below a floor level shall be attached with uplift connections in Blocking to Joist 2-8d common Each End Toe Nail 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
accordance with table 3.3b.When wall studs above do not fall in line with studs below,the studs shall be attached to a common Blocking to Sill or Top Plate 3-16d common Each Block Face Nail
member in the floor assembly with uplift connectors in accordance with table 3.3. Ledger Strip to Beam 3-16d common Each Piece Face Nail NOTE:CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
4).WALL ASSEMBLY TO FOUNDATION:First wall studs shall be connected to the foundation,sill plate,or bottom plate with Joist on Ledger to Beam 3-8d common Per Joist Toe Nail EXISTING CONDITIONS.MINIMUM 3000#CAPACITY.
uplift connectors.Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab-on-grade,15 Band Joist to Joist 3-8d common Each Joist Toe Nail
inches in masonry block foundations,or lapped under the plate and nailed in accordance with table 3.3b.When steel straps are Band Joist to Sill or Top Plate 2-16d common Per Foot Toe Nail 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL.REMOVE AND
lapped under the bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt spacing is to be spaced See Note:1 ADD ADDITIONAL FILL AS NEEDED.
and sized in accordance to table 3.2a.In addition to spacing,anchor bolts are to be spaced between 6-12 inches from the end
of a sill plate and all corners. ROOF SHEATHING: 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE
5).TYPE I EXTERIOR SHEARWALL CONNECTIONS:Type I exterior shearwalls with a minimum of 7/16 inch wood structural SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSION AGENCY FOR COMPACTION.
panel on the exterior attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and 112 inch gypsum Joint Description _ Nail Qtv. _ Nail Spacing Notes
wallboard on the interior attached with 5d cooler nails at 7"O.C.at panel edges and 10"o.c.in the field shall be in accordance Structural Panel Bd As per Table 3.8 WFCM-SBC 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SUBFLO R COMPLETE.
with the length requirements specified
in table 3.15a-b. 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FO BLE AREAS.
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS:Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE CO H ACQ.
times the appropriate THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
length adjustment factors in table 3.16. 1).Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing
7).INTERIOR SHEARWALL CONNECTIONS:Allowable sidewall lengths provided in table 3.14 shall be permitted to be is nailed 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural
increased when members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain load path.
interior shearwalls are used.Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. 1 •` /�
8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS:Header and/or girder connections shall be attached with uplift 2).When wall sheathing is continuous over connected members,the tabulated number of nails shall be
connections in accordance with table 3.5.Window sill plates shall be have steel connectors in accordance with table 3.5. permitted to be reduced tot-16d nail per foot. r T}
9).CATHEDRAL CEILING ASSEMBLY:Where a ridge is to be used as a structural beam,the rafters shall either be notched M t�
and anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the y W
building.Connections to the ridge and wall shall be be attached with the above requirements. _ Lit
LEGEND Arch Studio GENERAL NOTES PROJECT DA ?$ 2 ���\ Project
j EVAN MARTILOTTA I Islands End Pro Shop Update �o'`�sst NPR' Number
13000 MAIN ROAD Address:5025 Main Road I Greenport NY 11944
MATNTUCK,NY 11952
emaftilotta@gmail.com Client: Manager/Head Pro WF
SIGNED BY Index Date Revision Description
PLAN CONTENT Project Number I AO j Gene21 Notes j
PE General Notes
DRAFTED BY EMM Sheet AO Index Scale Date 04/23/2026
II[�
' 2
5 Al
Roof 2
16-7„
OUTDOOR DECK
Roof 2
27'-7 12" COLLAR TIES
a
10'-712" 4'-3" 2'-912" 2'-11112" T-0'
—�\ EXISTING WALLS TO BASEMENT UPPER HALF WALL OCCUPIES
STAIRWELL AND CLOSET NOT
N THIS SPACE Second Floor
Q I C CONNECTED TO CEILING �� - -
^ \ _ _ _ _ Second Floor
�
EXISTING COUNTER LOCATION
I u! p
2 �—UPPER WALL
`� n CONNECTS ICI --_-- 1
' Al TO CEILING First
A m IA _ - - _ - - _ - -
First Floor Foundation gr
Foundation gp, _
- -1 -3 V E14t=1-0
`I I
Basement
T-s 3•-s12" 16'-412" i� - -8 13F� Roof2 n
— - - — - — - — - — - - - - - J
- -T.O.Fogo6� 16_�,.
I B.O.Footing r.
First Floor Existing Conditions -10'-3"
�5.Section 2
1/4"=1'-0"
_ — _ --- _ _ - _ _ _ Second Floor
p„ J
EXISTING CONDITIONS NOTES r�
�j
1.FIELD VERIFICATION
ALL EXISTING CONDITIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION.REPORT DISCREPANCIES TO THE DESIGN PROFESSIONAL -
2.EXISTING CONDITIONS DISCLAIMER _ _ R00f�._
DRAWINGS ARE BASED ON AVAILABLE INFORMATION AND LIMITED FIELD OBSERVATION.ACTUAL CONDITIONS MAY 16-7 V
VARY. . .. - - -- ---- - -- - First F
loori
3.SCOPE CLASSIFICATION {�y5y{yV�rl v�r" k\SY,..p l.� . ` \.5: ! !{I..:: ,.. , D-p
WORK CONSISTS OF INTERIOR RENOVATION AND REPAIR IN KIND.NO CHANGE OF USE,OCCUPANCY i \ry !r Y'..y ! l.'\'v1Y`' - - - - — - - - — - — - J
CLASSIFICATION,OR BUILDING FOOTPRINT IS PROPOSED. "' -'- - `- �. - - Foundation-.r.,
UPPER HALF WALL -1'-3'
4.STRUCTURAL SYSTEMS -NO STRUCTURAL ELEMENTS ARE ALTERED UNDER THIS SCOPE.ALL EXISTING LOAD-BEARING SYSTEMS REMAIN =;FAUX BEAMS
UNCHANGED.
5.SELECTIVE DEMOLITION _ _ _ _ Second Floo_�r A-,,
DEMOLITION SHALL BE LIMITED TO AREAS INDICATED.ADJACENT CONSTRUCTION TO REMAIN SHALL BE PROTECTED. - -'- j'-p" '
6.PROTECTION OF EXISTING WORK t
CONTRACTOR SHALL PROTECT ALL EXISTING CONSTRUCTION TO REMAIN.DAMAGED MATERIALS SHALL BE _ - WINDOW NOTES-ANDERSEN 400 SERIES WIND LOAD NOTE-RESIDENTIAL CONSTRUCTION
REPAIRED OR REPLACED IN KIND.
II PROVIDE AND INSTALL ANDERSEN 400 SERIES WINDOWS AT ALL 1.0 DESIGN WINDS EED:
7.HIDDEN CONDITIONS fI �i` LOCATIONS INDICATED ON PLANS. 1.1 THE STRUCTURE HAS BEEN DESIGNED AND DETAILED FOR A BASIC
CONTRACTOR SHALL NOTIFY OWNERrARCHITECT OF CONCEALED CONDITIONS ENCOUNTERED,INCLUDING ROT, U u - WIND SPEED OF 130 MPH,3-SECOND GUST,PER ASCE 7-16 AND THE 2020
WATER DAMAGE,OR UNSAFE CONSTRUCTION. WINDOWS TO BE ENERGY-EFFICIENT,THERMOPANE,LOW-E,ARGON- NYS RESIDENTIAL CODE(BASED ON 20181RC).
MAIN LEVEL PRO SHOP FILLED GLASS.MEETING 2020 NYS ENERGY CODE. 1.2 EXPOSURE CATEGORY:DETERMINED PER SITE CONDITIONS;
8.CODE COMPLIANCE - CATEGORY B ASSUMED FOR STANDARD RESIDENTIAL NEIGHBORHOODS
WORK SHALL COMPLY WITH THE CURRENT NYS UNIFORM FIRE PREVENTION AND BUILDING CODE AND EXISTING f - ALL WINDOW UNITS TO INCLUDE FACTORY-APPLIED FINISH PER UNLESS OTHERWISE NOTED.
BUILDING CODE OF NEW YORK STATE(EBCNYS)AS APPLICABLE TO ALTERATION WORK �(' -- - MANUFACTURER'S STANDARD COLOR SELECTION. 1.3 ALL ROOF TRUSSES,WALL FRAMING,SHEATHING.AND
i CONNECTIONS SHALL BE DESIGNED AND INSTALLED TO RESIST WIND
9.ENERGY CODE _ I •• - _ First Floor�� INSTALL PER ANDERSEN INSTALLATION INSTRUCTIONS AND AAMA UPLIFT AND LATERAL LOADS PER STRUCTURAL DRAWINGS.
ALL NEW CONSTRUCTION AND ASSEMBLIES SHALL COMPLY WITH THE NYS ENERGY CONSERVATION CONSTRUCTION p�_p" V STANDARDS,ENSURING PROPER SHIMMING AND ANCHORING. 1.4 HURRICANE CLIPS/STRAPS,ANCHOR BOLTS,AND HOLD-DOWNS
CoDE(ECCCNYS)WHERE APPLICABLE. - _, - _- .-, - WALL-TO-FOUNDATION
INSTALLED
FLASHING
IN AND WATERPROOFING TO BE INTEGRATED WITH WRB CONNECTIONS AS SPECIFIED BY THE ENGINEER OF RECORD.
10.HAZARDOUS MATERIALS Foundation /� (WEATHER-RESISTANT BARRIER)PER MANUFACTURER'S GUIDELINES. 1.5 ALL GLAZING,WINDOWS,AND DOORS SHALL MEET THE WINDSORNE
NO HAZARDOUS MATERIALS WERE OBSERVED.IF ENCOUNTERED,WORK SHALL CEASE AND BE HANDLED PER NYS DEBRIS REQUIREMENTS AND BE LABELED WITH THE APPROPRIATE DP
REGULATIONS. - WINDOW OPERATION TO MATCH SCHEDULE:CASEMENT,DOUBLE-HUNG. RATING FOR 130 MPH WIND SPEED.
AND FIXED UNITS AS NOTED.
77.EXISTING UTILITIES - BASEMENT STORAGE - CAULK AND SEAL ALL JOINTS TO MAINTAIN WEATHER-TIGHT
LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE.CONTRACTOR SHALL VERIFY PRIOR TO WORK. - - INSTALLATION.
_ - EXISTING ANDERSEN WINDOW SCHDEULE
72.MEANS METHODS - PROVIDE INSECT SCREENS ON ALL OPERABLE WINDOWS.
CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS.METHODS.SEQUENCING,AND SITE SAFETY. - - I EVE WINDOW QUANTITY WINDOW SIZE
00
REPAIR IN KIND _ _ _ - BBSeman AL LEVELI W7 1 48"X 24"
LEVEL 1 N200 1 48 X 24"
ALL REPLACEMENT WORK IS INTENDED TO MATCH EXISTING CONDITIONS UNLESS OTHERWISE NOTED. _ T.O.FOOIIn LEVEL 1 W300 1 36"X 36"
. .. ..:........ -g-3^ LEVEL 1 W400 1 24'X 36'
LEVEL 1 W500 1 24"X 36"
B.O.Footing_&-. EL 7 W6Go 1 48"X 49'
-10,-3„ J
,,Z.. ection 1 .� OF NEB,
S ya
C/) � :;1•� Ors
n fL
LEGEND Arch Studio GENERAL NOTES PROJECT � � Project
O -g ,
EVAN MARTILOTTA Islands End Pro Shop Update AR a� Number
13000 MAIN ROAD Address:5025 Main Road I Greenport NY 11944 S1
MATTITUCK,NY 11952
emaailotta@gmail.com Client: Manager/Head Pro WF }
SIGNED BY Index Date Revision Description
PLAN CONTENT Project Number I Al I Existing Conditions 11/4'=V-0•
PE Existing Conditions
DRAFTFP BY WM Sheet Al Index ___Scale 1/4"=1'-0" Date 04/22/2026
/ SIDING
WALL SHEATHING
ARCHITECTURAL WORK SCOPE IT
OUTDOOR DECK OUTDOOR DECK ) FLASHING
1.WINDOW REPLACEMENT I
EXISTING WINDOWS TO BE REMOVED AND REPLACED WITH ANDERSEN 400 SERIES AWNING WINDOW L /
+ y 2T-7 12" UNITS.WINDOW OPENINGS TO BE MODIFIED TO INCREASE HEAD HEIGHT BY 12 INCHES;WIDTHS TO
19-712' 4'-3" 2'-912",2'-1112", T-0" REMAIN WITHIN EXISTING STRUCTURAL HEADERS.FRAMING,FLASHING,AND WATERPROOFING TO BE 2T 712" NAILING BLOCK
♦= _�� UPDATED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.
2.EXTERIOR DOOR REPLACEMENT 4-2' 6-7" B-T 8-31/Y
--� EXISTING EXTERIOR DOORS TO BE REMOVED AND REPLACED IN-KIND WITH THERMA-TRU FIBERGLASS -�F ROOF SHEATHING
r -- I ENTRY DOORS(SOLID CORE).INSTALL PER MANUFACTURER GUIDELINES WITH UPDATED FLASHING AND
WEATHERPROOFING.
' I I 3.INTERIOR WALL REMOVAL(CEILING CONTINUITY) — .� m �--ROOFING
EXISTING UPPER WALL SECTION RUNNING NORTH-SOUTH BETWEEN BASEMENT WALL AND CEILING TO
BE REMOVED TO CREATE A CONTINUOUS,OPEN CEILING CONDITION.
4.CABINETRY RELOCATIO y(LEDGER
N I .1' 1 Z-11 12" \�
L EXISTING COUNTER CABINETRY TO BE DEMOLISHED AND RELOCATED TO THE NORTHWEST CORNER OF NAILED TO STUDS
j I I THE SPACE REINSTALL AND SECURE IN NEW LOCATION.
S.INTERIOR DOOR REPLACEMENT vi I I
I I HVAC CLOSET AND BASEMENT DOORS TO BE REPLACED WITH SOLID CORE DOORS,INSTALLED WITH PURLINS
t t BOSS CONCEALED HINGES.
I I I I IL — , • RAFTERSPERPENDICULAR
D PROVEO
f �� 6.WALL ASSEMBLY UPGRADE(CPHD PROTOCOL) n I 1 12-IN AIR SPACE
! JJ INTERIOR WALL SYSTEMS TO BE THICKENED BY 1.5 INCHES.EXISTING 2X4 WALLS TO RECEIVE R-15 r
O1 to _ FOR LATERAL
MINERAL WOOL INSULATION.INSTALL INTELLO PLUS VAPOR BARRIER OVER FRAMING.NEW 2X4 _ I °`'
FRAMING TO BE INSTALLED HORIZONTALLY ATOP EXISTING WALLS IN A GRID CONFIGURATION;CAVITIES I NOTE: AIR MOVEMENT.
TO BE FILLED WITH TA INCH POLYISOCYANURATE INSULATION.FINISH WITH 1X12 TONGUE-AND-GROOVE FOR INSULATION 8 PROVIDE IN 8
ROUGH-SAWN PINE FINAL WALL THICKNESS TO BE APPROXIMATELY 61NCHES. ', m l ROOF VENTILATION
EXHAUST VENTS.
INS Lt— �' _ j
7.SIDING REPLACEMENT
EXISTING SIDING TO BE SELECTIVELY REMOVED AND REPLACED WITH MATCHING T1-11 SIDING PANELS , - 15 T Rafter Wall
AS REQUIRED TO ADDRESS DETERIORATION,ROT,AND WATER DAMAGE. 1 _ top =t:_D::
LLLLLL --; 8.INTERIOR AND EXTERIOR FINISHES tltl -
UP' ALL INTERIOR AND EXTERIOR PAINTED SURFACES TO BE FINISHED WITH BENJAMIN MOORE REGAL
. SELECT PAINT OR APPROVED EQUAL UP PLYWOOD ROOF
I I v 9.FLOORING REPLACEMENT i �_ — iI
DIAPHRAGM
� - t - —: .�. EXISTING CARPET TO BE REMOVED AND REPLACED.PROVIDE TX 4'COCOA FIBER ENTRY MATS AT ALL 36"z 36'ANDERSEN
T-5' T-912- 19-412" j PRIMARY DOOR LOCATIONS. /
AWING ADDED TO �✓ T-5" 3'!912' II 16'-412" 1SPECIFIED NAILING
2T-7 12" 10.ELECTRICAL SYSTEM UPGRADES EXISTING DOOR 2T-7 12" AT DIAPHRAGM EDGE
EXISTING WIRING.NON-COMPLIANT INSTALLATIONS,AND UNSAFE CONDITIONS TO BE REMOVED AND FRAME HEADER ,
REPLACED AS REQUIRED.EXISTING ELECTRICAL PANEL TO REMAIN;VERIFY COMPLIANCE WITH 100A
SERVICE AND ARC-FAULT PROTECTION PER PERMIT NO.45953(2021). �— FRIEZE BLOCK
11.LIGHTING UPGRADES _
First Floor Proposed Demolition First FlDor Proposed Construction
CEILING LIGHTING CI BE REPLACED WITH LOW-VOLTAGE RECESSED LED FIXTURES AND TRACK 3 ALTERNATIVE FRIEZE
-" LIGHTING,ALL SPECIFIED AT 3000K COLOR TEMPERATURE. `- �/4"_ -0° BLOCK LOCATION
12.THERMOSTAT REPLACEMENT
EXISTING HVAC THERMOSTAT TO BE REPLACED WITH UPDATED HONEYWELL THERMOSTAT UNIT,
13.LIFE SAFETY SYSTEMS
PROVIDE NEW HARDWIRED SMOKE AND CARBON MONOXIDE DETECTORS INSTALLED BY LIGHTHOUSE
SECURITY.
UPPER HALF WALL REMOVED 14.EXIT SIGNAGE
NON STRUCTURAL CONNECTIONS EXISTING EXIT SIGNS TO BE REMOVED AND REPLACED WITH UPDATED,CODE-COMPLIANT ILLUMINATED
UNITS.
ANDERSEN 400 SERIES WINDOW SCHDEULE SHEAR WALL
SHEATHING LAPS
LEVEI WINDOW QUANTITY WINDOW S12ELEVELI W100 1 48"X 36" FRIEZE BLOCK
LEVELI W300 1 48'%36'LEVEL1 w3oo 1 4B'x30,LEVEL iW400 1 48"X6DLEVELI W500 1 48"%6D OR
LEVEL 1 W600 1 36"%36" DOOR FRAME HEADER
REPURPOSED FOR NEW
AWNING WINDOW I'.
\ \•� / WINDOW NOTES-ANDERSEN 400 SERIES \�FRAMING ANCHOR
1 TIES DIAPHRAGM TO
PROVIDEANDINSTALL AN
400 SERIES WINDOWS AT ALL SHEAR WALL STRUT
LOCATIONS INDICATED ON PLANS.
WINDOWS TO BE ENERGY-EFFICIENT,THERMOPANE,LOW-E,ARGON- I ��
FILLED GLASS.MEETING 2020 NYS ENERGY CODE. DOUBLE TOP PLATE
ACTING ASASHEAR
_ - - ALL WINDOW UNITS TO INCLUDE FACTORY-APPLIED FINISH PER � I � �—
\\ - I MANUFACTURER'S STANDARD COLOR SELECTION, UT
� INSTALL PER ANDERSEN INSTALLATION INSTRUCTIONS AND AAMA
STANDARDS,ENSURING PROPER SHIMMING AND ANCHORING.
FLASHING AND WATERPROOFING TO BE INTEGRATED WITH WRS
(WEATHER-RESISTANT BARRIER)PER MANUFACTURER'S GUIDELINES.
WINDOW OPERATION TO MATCH SCHEDULE:CASEMENT,DOUBLE-HUNG. '
AND FIXED UNITS AS NOTED. \\� Shear(Nall
CAULK AND SEAL ALL JOINTS TO MAINTAIN WEATHER-TIGHT 1/2"=V-0"
INSTALLATION. -
' PROVIDE INSECT SCREENS ON ALL OPERABLE WINDOWS.
END RAFTER
COMMON
RAFTER
WALL
�1 SHEATHING
FURRING
u pF NEI$r CONTINUOUS
BEHIND
P 5 � Y0 VERGE RAFTER
3D Proposed Changes Gj - A- �� VERGE
p' 4,3D Pro osed Construction RAFTER OF --�
.f TRIM BOARD DOUBLE
TOP PLATE
FASCIA SHOWN
In ->rY'p� BELOWR OF WALLS —` `��—MITERED TO VERGE.
IT MAYALSO BE SQUARE-CUT 8
OR GUTTER COVERED WITH TRIM
Oq 072 Roof Rake/Eve
SIC� 1"=t:-D::
LEGEND Arch Studio GENERAL NOTES PROJECT Project
EVAN MARTILOTTA Islands End Pro Shop Update Number
13000 MAIN ROAD
MATTITUCK,NY 11952 Address:5025 Main Road I Greenport NY 11944
I MATTI
emartiloUa@gmail.com Client: Manager/Head Pro WF
SIGNED BY Index Date Revision Description
PLAN CONTENT Project Number I A2 I Proposed Changes I As indicated
,PE Proposed Changes
_ _ �� DRAFTED13YEMM $heat A2 Index $Cale As indimted Date 04/22/202R
_ _ _ _ _ L _ - - __ _ - _ROOF 2 WALLS CONTINUED 8
_Roof 2 _ _ _ _ _ _
- — - 16-T 'J CONNECTED TO CEILING
FAUX BEAM CONDITION REMAINS
= SAME AND WRAPPED IN ROUGH SAWN
I� I
_ Second F _ - _ - _ _ _- - - — - — - — - — - — - - - - - - Second9lDoDr /
9,loor
—. - --- --- _ First Floor ` _ _ -`--------- I -- — First
0.
Foundation"�" Foundation Ate,
1, 3J
(2,North(New)
_Roof 2
Roof 2 16'-7"
- - - - - - - —16,_
5 Axon 1
_ NEW DISPLAY AND MERCH
BUILDOUT
_ _ _ _ _ _ Second Floor A-,
_ Second Floor t', g-D
- .1
- 9`-D SIZE WINDOW SMALLER THAN
PRE-EXIST WINDOW OPENING
-��
_First Floor
FirsI Floo_7 — - - - - - - - - - - 0
Foundation AL, Foundation f
South(New)
,.4;West(New)
EXTERIOR ELEVATION NOTES _m_..e.• \ / //
SIDING t .. /
EXISTING SIDING TO BE REPAIRED AND REPLACED AS REQUIRED WHERE DETERIORATED.NEW SIDING TO MATCH EXISTING USING (y
Tt-71 PLYWOOD PANELS.ALL SIDING TO BE PROPERLY FASTENED,FLASHED.AND SEALED.FINISH WITH BENJAMIN MOORE REGAL
SELECT PAINT OR APPROVED EQUAL I `� \
WINDOWS - -
PROVIDENEWANDER SEN 400 SERIES AWNING WINDOWS.INSTALL PER MANUFACTURER SPECIFICATIONS WITH PROPER FLASHING, '�-`-�---
WEATHERPROOFING.AND TRIM.WINDOW OPENINGS MODIFIED AS INDICATED;WIDTHS REMAIN WITHIN EXISTING STRUCTURAL '
HEADERS.
EXTERIOR DOORS 6 Axon 2
EXISTING EXTERIOR DOORS TO BE REPLACED WITH THERMA-TRU FIBERGLASS ENTRY DOORS WITH 314 GLAZED PANELS.INSTALL
WITH APPROPRIATE FLASHING,WEATHERSTRIPPING.AND SEALANT FOR A WEATHER-TIGHT ASSEMBLY. -
_- ADDITIONAL NOTES
TRIM&EXTERIOR COMPONENTS INTERIOR WALL MODIFICATIONS
ALL EXTERIOR TRIM TO BE REPAIRED OR REPLACED IN KIND AS REQUIRED.MAINTAIN EXISTING PROFILES AND DIMENSIONS UNLESS •�*n.. EXISTING INTERIOR PARTITIONS REMOVED AND RECONFIGURED AS SHOWN.NEW WALLS EXTEND FULL HEIGHT AND ARE
OTHERWISE NOTED. CONNECTED TO EXISTING CEILING STRUCTURE.
FLASHING&WEATHERPROOFING WALL CONSTRUCTION
PROVIDE CONTINUOUS FLASHING,SEALANTS.AND WEATHER BARRIERS AT ALL PENETRATIONS,OPENINGS,AND TRANSITIONS IN NEW WALL ASSEMBLIES CONSTRUCTED PER PROJECT SPECIFICATIONS,INCLUDING INSULATION AND FINISH MATERIALS AS
ACCORDANCE WITH MANUFACTURER REQUIREMENTS AND BEST PRACTICES. NOTED.
EXTERIOR FINISHES CEILING l BEAM CONDITIONS
ALL EXTERIOR SURFACES TO RECEIVE FINISH COATINGS AS SPECIFIED.COLORS TO MATCH EXISTING UNLESS OTHERWISE NOTED. .wv+wrmv EXISTING FAUX BEAM CONDITION TO REMAIN.BEAM TO BE WRAPPED IN ROUGH-SAWN WOOD FINISH TO A H INTERIO
DESIGN INTENT.
EXISTING BUILDING WORK �� pF NE
IV
WORK CONSISTS OF REPAIR AND REPLACEMENT IN KIND.NO CHANGE TO BUILDING FOOTPRINT,HEIGHT.OR USE IS PROPOSED. _,%,°«,;y,�."),r,„ WINDOW MODIFICATIONS
NEW WINDOW UNITS INSTALLED WITHIN EXISTING OPENINGS.WINDOW SIZES REDUCED WHERE INDICA
FLOOD ZONE COMPLIANCE(IF APPLICABLE) -! '�^ �� HEADER MODIFICATIONS PROPOSED. 3 DE.-�L Y0
NO INCREASE IN BUILDING FOOTPRINT OR FINISHED FLOOR ELEVATION IS PROPOSED.WORK DOES NOT CONSTITUTE A SUBSTANTIAL ',M-'��' C -1 :P
IMPROVEMENT. DOOR REPLACEMENTS ;a
+�•.++ •+ EXTERIOR AND INTERIOR DOOR ASSEMBLIES REPLACED IN KIND.LOCATIONS MAINTAINED UNLESS HRWI T .qJ Q
ENERGY CODE COMPLIANCE �•�^^-�•� n Y S� (P
REPLACEMENT WINDOWS AND DOORS TO MEET CURRENT NYS ENERGY CONSERVATION CONSTRUCTION CODE(ECCCNYS) INTERIOR aUILDOUT rr�� .�
REQUIREMENTS. —-—- - -—-—-—-—L"4 NEW INTERIOR LAYOUT INCLUDES DISPLAY,MERCHANDISING,AND WORKSPACE AREAS AS SHO AE:
FIXTURES ARE NONSTRUCTURAL (7 Y
WIND f COASTAL CONSIDERATIONS —_—_ :% _ m �'', J•
ALL EXTERIOR COMPONENTS TO BE INSTALLED IN ACCORDANCE WITH APPLICABLE WIND LOAD REQUIREMENTS FOR SUFFOLK LIJ
FLOOR PLAN RECONFIGURATION
COUNTY COASTAL EXPOSURE ZONES. INTERIOR SPACE RECONFIGURED TO ACCOMMODATE NEW USE WHILE MAINTAINING EXISTING BUI NG,E LQfs '
,c�-1--
NO STRUCTURAL MODIFICATIONS �v ALL WORK SHOWN IS NON-STRUCTURAL,EXISTING LOAD-BEARING WALLS AND STRUCTURAL ELEMEN N .
REPAIR IN KIND r�
Drafting 1 ALL MODIFICATIONS ARE REPAIR AND REPLACEMENT IN KIND UNLESS OTHERWISE INDICATED. �Q St
-- 1 1/2"=1`-0"
LEGEND Arch Studio GENERAL NOTES PROJECT Project
EVAN MARTILOTTA Islands End Pro Shop Update Number
13000 MAIN ROAD Address:5025 Main Road I Greenport NY 11944 I
MATTITUCK,NY 11952
emartilotta@gmail.com Client: Manager/Head Pro WF
SIGNED BY Index Date Revision Description PLAN CONTENT Project Number I A3 Pppased Changes(2)I As indicated
PE Proposed Changes (2)
DRAFTED BY EMM - ��__ _ �_��_= Sheet _ A3 Index Scale As indicated Date 04/22/2026