HomeMy WebLinkAbout50052-Z I
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�1,p Town of Southold 3/9/2024
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P.O.Box 1179
oo F 53095 Main Rd
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CERTIFICATE OF OCCUPANCY
No: 45036 Date: 3/9/2024
THIS CERTIFIES that the building COMMERCIAL ALTERATION
Location of Property: 27850 Route 25, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 102.-6-3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
11/7/2018 pursuant to which Building Permit No. 50052 dated 11/21/2023
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:
commercial alterations, including in-place, in-kind foundation repairs,water heater replacement and HVAC system,to
existing building_(Cutchogue Diner)as applied for.
The certificate is issued to 27850 Main Road LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 50052 12/11/2023
PLUMBERS CERTIFICATION DATED
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Signature
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suFFot�-� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
a" TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 50052 Date: 11/21/2023
Permission is hereby granted to: -
27850 Main Road LLC
PO BOX 645
Mattituck, NY 11952
To: Construct in-place, in-kind foundation repairs to existing building as applied for.
Amended to include water heater replacement and new HVAC system as applied for per
manufacturers specifications (11/20/2023) Replaces BP 37284
At premises located at:
27850 Route 25, Cutchogue
SCTM #473889
Sec/Block/Lot# 102.-6-3
Pursuant to application dated 11/21/2023 and approved by the Building Inspector.
To expire on 5/22/2025.
Fees:
PERMIT RENEWAL $300.00
Total: $300.00
Building Inspec or
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
I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date. J0/.?9
New Construction: Old or Pre-existing Building: (check one)
Location of Property: a2rlE;S�p 1-1610 ` 6L eo-ra0 juf ���• �`���
House No. Street Ha et
Owner or Owners of Property: John Too
1
Suffolk County Tax Map No 1000, Section Block (o Lot 3
Subdivision Filed Map. Lot:
Pen-nit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ 960 ,
Applicant Signature
TOWN OF SOUTHOLD
moo. Gy.. 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#: 43273 Date: 12/4/2018
Permission is hereby granted to:
27850 Main Road LLC
PO BOX 645
Mattituck, NY 11952
To: Construct in-place, in-kind foundation repairs to existing building as applied for.
Amen:"'ded�to include water-heaters placement and'"nevir-HVAC_ _s_ysfem_as_-applied-fo� ryper�
manufacturers,s e-qj cationsa(1;1�/20/2023);
At premises located at:
27850 Route 25, Cutchogue
SCTM # 473889
Sec/Block/Lot# 102.-6-3
Pursuant to application dated 11/7/2018 and approved by the Building Inspector.
To expire on 6/4/2020.
Fees:
NEW COMMERCIAL, ALTERATION OR ADDITIONS $250.00
CO-COMMERCIAL , $50.00
Total: $300.00
Building Inspector
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
oy._. 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#: 43273 Date: 12/4/2018
Permission is hereby granted to:
27850 Main Road LLC
PO BOX 645
Mattituck, NY 11952
To: construct in-place, in-kind foundation repairs to existing building as applied for.
At premises located at:
27850 Route 25, Cutchogue
SCTM # 473889
Sec/Block/Lot# 102.-6-3
Pursuant to application dated 11/7/2018 and approved by the Building Inspector.
To expire on 6/4/2020. "
Fees:
NEW COMMERCIAL, ALTERATION OR ADDITIONS $250.00
CO -COMMERCIAL $50.00
Total: $300.00
Bui in ector
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Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
� �o sean.devlin(&-town.southold.ny.us
Southold,NY ]1971-0959 Q�yCOU�'N,�a
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: 27850 Main Road LLLC
Address: 27850 Route 25 - city:Cutchogue st: NY zip: 11935
Building Permit#: 50052 Section: 102 Block: 6 Lot: 3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Custom Lighting Of Suffolk License No: 38893ME
SITE DETAILS
Office Use Only
Residential Indoor X Basement Service
Commerical X Outdoor X 1st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water Gas GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect 2 Switches 4'LED Exit Fixtures Sump Pump
Other Equipment:
Notes: Mini Split & HW Heater
Inspector Signature: a Date: December 11, 2023
S.Devlin-Cent Electrical Compliance Form
qF SOUTyOIo
TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] RO GH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION/CAULKING
[ ] FRAMING /STRAPPING [, ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O _ [ ] RENTAL
REMARKS:
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DATE �, V!7 INSPECTO 144
of so
f # TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm��'' 631-765-1802
'INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ j ELECTRICAL (FINAL)
[ ] CODE VIOLATION /[ ] PRE C/O [ ] RENTAL
REMARKS: '/ Vl�t1
DATE 7i, INSPECTOR
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FIELD INSPECTION REPORT DATE COMMENTS r _
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PLUMBING 1
INSULATION PER N.Y. y
STATE ENERGY CODE
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ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 2 Survey
Southoldtownny.gov PERMIT NO. �J Check
Septic Form
N.Y.S:D.E:C.•-
��� Trustees
C.O.Application-'
D Flood Permit
Examined ,20 -Single&Separate
Nov — I. 2018. Truss Ide.ntification:Form
Storm-Water Assessment Form
� � _
� Ii Contact:
Approved 20 t OWN O 56
OI� � Q
�- '�
Disapproved a/c
7PhneT
Expiration 20
B g nspector
APPLICATION FOR BUILDING PERMIT-
INSTRUCTIONS l o�.. 2.W , 20 IS
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
>ets 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 inay-not becommenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughoufthe' Work.
e..No building shall be-occupied-'or used•in.whole or in part for any purpose,what so ever until the Building Inspector
issues a Certificate of.Occupancy,
f. Every building permit shall expire if the work.authoriz_ed has not commenced within 12 months after the date of
issuance=or,has not been completed within 18 months,'from'such date..If no'zoiiing-amendments or other regulations affecting the
property have been enacted in the interim,the$iiilcling Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter, a new,permit shall be required. ..
APPLICATION IS HEREBY MADE to.the,Btiilding Ddpartment for the issuance 6f a Building Permit pursuant to the
Building Zone Ordinance of the Town of'Southold,'Suffolk County,New York,and other applicable Laws, Ordinances or
Regulations, for the construction of buildings;additions, or alterations or for removal or.demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing•cbde, and'regulations, and to admit
authorized inspectors on premises and in building for necessary inspections..
(Sign a of applicant o name,if a corporation)
(Mailing address of plicant) '
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner-of premise- -,TAA —F00 -
v ono uu uie tax foil:or latest deed)
If ap licant is a corporatio , signature of duly authorized officer
(Na'Yhe and title o orporate officer)
Builders License No. 1'i'- �9y9 a•
Plumbers License No.
Electricians License No.
Other Trade's
1. Location of land=on', u"proposed work will be done: ,
House Number Street Ham
County Tax Map No. 1000 Section /�d�' Block Lot 3
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and-occupancy 1;ajoe.
b. Intended use and occupancy
3. Nature of work eck which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost .DO1Fee V7fl
. 3 -
�-1 (To e pTdip filing this application)
5. If dwelling, number of dwelling units er of dwelling,units on°each floor
If garage,number of cars
6. If business, commercial or mixed occupancy, specify nature:and,-exteif.ofeach type of use. siKEsS
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 Rear Depth
Height ':Number of Stories': . '
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated .
12. Does proposed construction violate any zoning lave, ordinance or regulation? YES NO ✓
13. Will lot be re-graded? YES NO ' Will excess fill be,remove'd.from premises? YES NO
C�Te ✓E�
14. Names of Owner of premises Doha 1��ea. Address 279So PAW Ed Phofie:No. !/7—648
Name'ofArchitect Address'. Phone No-
Name of 0 ddress2y92S^41ij jeal Phone No. 1031—734—S-.7 6/
15 a. Is this property within 100 feet of a tidal wetland or a freshwaterwetlandT*YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES'&D.E.C:'PERMITS'MAY BE REQUIRED.
b. Is this property within 300-feet of a'tiddl 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 property.is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A..COPY.
STATE OF NEW YORK).
SS:
COUNTY OF ) - - --
being duly sworn, deposes and says that(s)he is the applicant t
(Name of individual signing contract)above named, Y
(S)He is the
Contractor, ent, Corporate Officer, etc.)
of said owner or owners, and is du orized to perform or have.performed the said work'and'to make and-fle.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. TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
Sworn to before me this NO.0IDW6306900
-�h day of 20 Ir QUALIFIED IN SUFFOLK COUNTY
,r COMMISSION EXPIRES JUNE 30,2•2.j�,
Notary Publi Signature of Applicant
Osuf Qj,{.0, BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
o _ t Southold, New York 11971-0959
y O� Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(a southoldtownny.aov — seand c(D.southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: Custom Lighting of Suffolk Inc
Electrician's Name: Benjamin Doroski
License No.: 38893-ME Elec. email: CLOS5170@gmail.com
Elec. Phone No: 631-298-4588 01 request an email copy of Certificate of Compliance
Elec. Address.: PO Box 1698 Mattituck NY 11952
JOB SITE INFORMATION (All Information Required)
Name: The Cutchogue Diner
Address: 27850 Main Road Cutchogue NY 11935
Cross Street: Griffing Street
Phone No.: 917-648-1059
Bldg.Permit#: email: johnj2e@gmail.com
Tax Map District: 10OT Section: Block: Lot:0�
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE,FOOTAGE (Please Print Clearly):
Power fQr.New HVAC Equipment (Condenser and Air Handlers)
Square Footage: 11500
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 Reconnect❑Underground❑Overhead
# Underground Laterals D 1 2 D H Frame Pole Work done on Service? DY N
Additional Information:
PAYMENT DUE WITH APPLICATION I I u
1rt C. t" /0+'p d tv
�OS%SfFpj�,CO BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
ro-qerr(-southoldtownnV.gov — seand(D_southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: Custom Lighting of Suffolk Inc
Electrician's Name: Benjamin Doroski
License No.: 38893-ME Elec. email: CLOS5170@gmail.com
Elec. Phone No: 631-298-4588 01 request an email copy of Certificate of Compliance
Elec. Address.: PO Box 1698 Mattituck NY 11952
JOB SITE INFORMATION (All Information Required)
Name: The Cutchogue Diner
Address: 27850 Main Road Cutchogue NY 11935
Cross Street: Griffing Street
Phone No.: 917-648-1059
Bldg.Permit#: email: johnj2e@gmail.com
Tax Map District: 1�000 Section: 10a B.lock: Lot: >
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Power fgrNew HVAC Equipment (Condenser and Air Handlers)
Cenc���-fir I�ecc-l-i°� Replac-em.�f�t- .
Square Footage: 1500
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 ServiceQ Fire ReconnectOFlood ReconnectOService Reconnect E]UndergroundElOverhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION t I u I Z3 �0"-Ok
Irt c. tf /0 e to S'-
PERMIT tl Address:
Svvitches
Outlets
GFI's
Surface
Sconces
H H's
UC Lts
Fans Fridge HW
Exhaust Oven W/D
Smokes DW Mini
arbon Micro Generator
=ombo Cooktop Transfer
M
aCl \� �' AH Hood Service
11 Amps Have Usec
-pecial:
CA "
:omments
0.1 ST�O�)E�I��1[ AXIE]k
Scott A. Russell
SUPERVISOR z IM[A,NA\(G I E N[I E N F
SOUTHOLD TOWN HALL-P.O.Box 1179 p
53095 Main Road-SOUTHOLD,NEW YORK 11971 'ffj�O Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE ]FOLLOWING:
(CHECK ALL THAT APPLY) 1
Yes.No
j ❑M A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑P1 B. Excavation or filling involving more than 200-cubic yards of material
within any parcel or any contiguous area.
C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
1 ❑[9 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑[ Site.preparation within the one-hundred-year floodplain as depicted
I on FIRM Map of any watercourse.
E ❑ F: Installation of new or resurfaced impervious surfaces of 1,000 square
I feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
t
in-kind replacement of impervious surfaces. '
If you answered NO to all of the questions above, STOP! 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 with your Building Permit Application.
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C_T_M. iR: 1000 ale
c � �L Qistrict
NAME_ 101
d/Q
�,�,t Section Block Lot
_.._...
ts,sn.11 "`` FOR BUILDING DEPARTMENT USE o1NILY"'
Contact Information
.TdryLone�Lmben
Reviewed By. 44
- - — — — — — — — — — — — — — — — —
Property Address/Location of Construction Work: Date:
— — — — — — — — — — — — — — — — —
Approved for processing Building Permit.
Stormwater Management Control Plan Not Required.
❑ Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM SMCP-TOS MAY 2014
Page No. 1 of 2 Pages
kolb11500 Old Sound Avenue, PO Box 106
Mattituck, New York 11952 AMENDMENT
P 631-298-5527 1 F 631-298-5534 W&4 X73- a
HEATING + COOLING www•koibmechanical.com
I1-2-0-23 No f
PROPOSAL SUBMrTED TO PHONE DATE
John Touhe 917 648-1059 July
STREET JOB NAME
397 Bridge Street 7th Floor Cutcho ue Diner
CITY,STATE AND ZIP JOB LOCATION
Brooklyn, NY 11201 27850 Main Road, Cutcho ue, NY 11935
EMAIL ADDRESS CELL PHONE
3ohn32eOgmail.com DK/gs
We hereby submit specifications and estimates for:
Provide and install a new two (2) zone Mitsubishi ductless Variable Refrigerant Flow H2i
Hyper Heat high efficiency heat pump heating and air conditioning system to consist of the
following:
Zone #1:
• One (1) Mitsubishi, model #MSZ-GS15NA, 15,000 BTU, ductless high efficiency fully
modulating wall mounted fan coil unit to be installed at the East Side upper soffit
wall.
Zone #2:
• One (1) Mitsubishi, model #MSZ-GS15NA, 15,000 BTU, ductless high efficiency fully
modulating wall mounted fan coil unit to be installed at the West Side upper soffit
wall.
Heat Pump:
• One (1) Mitsubishi, model #MXZ-3C30NAHZ, 30,000 BTU, multi-port Variable
Refrigerant Flow high efficiency H2i Hyper Heat outdoor heat pump condensing unit to
be installed at the East Side exterior. Unit shall be set on a pre-cast slab.
Includes:
• Two (2) Mitsubishi remote thermostat controllers.
• Condensate schedule 40 PVC piping for the HVAC system.
• Pre-cast condenser slab.
• Armorflex cleaned and capped insulated type 'L' nitrogenized refrigeration piping.
• Charge refrigerant circuit with new R-410A PUron non-ozone depleting
environmentally compliant refrigerant.
• Low voltage HVAC control wiring.
• All necessary materials, labor, installation and start-up.
*Upon acceptance,please date,sign by the°X°and return yellow copy with your deposit.
KOLB,MECHANICAL HEATING&AIR CONDITIONING
In the event this account is forwarded to counsel for collection the purchaser shall be liable for all reasonable fees of Kolb Mechanical Corp.,
It is the responsibility of the Homeowner to have qualified Service Mechanics maintain heating and air conditioning equipment as required by man-
ufacturer in order to preserve warranties.
All equipment shall remain property of Kolb Mechanical Corp.,until fully paid
All past due accounts shall be charged interest of 1.5%per month.
All payments Due Upon Receipt.
=C TtOP00C hereby to furnish material and labor-complete in accordance with above specifications,for the sum of:
Racy Tntal
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Custom Lighting of Suffolk Inc. INVOICE #12199
PO BOX 1698
Mattituck, NY 11952 ISSUED: DUE: PAID:
Aug 03, Aug 03, Aug 18,
2023 2023 2023
RECIPIENT:
CL: a S
Cutchogue Diner
MnSTEII¢IELTW°WIIEST¢0°i
PO Box 748 x
Cutchogue, NY 11935 �M{''F
SMART
SERVICE ADDRESS: Phone:631-298-4588
27800 Main Rd Email:clos517O@gmail.com
Cutchogue,NY 11935 Website:www.customlightingofsuffolk.com
Power for A.C. Condenser
Jul 3-1, 2023
Ran a new line to the condenser through the 1 $0.00
$0.00*
basement from the exterior panel
- Installed an A.C.disconnect
-Ran wire into the panel through carflex pipe
-Tied in the new disconnect, condenser and panel
Materials Used for Materials Used for Commercial Property 1 $379.00 $379.00
Commercial Property
Commercial Labor for Two Labor Rate is$130 per Hour Each Technician on 2.5 $260.00 $650.00
Technicians per Hour Site.
Total $1,029.00
*Non-taxable _...._.-.__--.-•_-.-- --- --_-_._ ------.._...._______
Paid -$1,029.00
Thank you for your business. Please contact us with any questions - - - --- -----
regarding this invoice. Invoice balance $0.00
CLOS 113617088
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APPR VED AS NOTED RETAIN STORM WATER RUNOFF
DATE: g p # 32 'PURSUANT TO CHAPTER 236
OF THE TOWN CODE..
FEE: o bD
NOTIFY BUILDING DEPARTMENT AT .
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
IQICBOARD
S
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY
ANCHOR BOLT
i AA 2'-8" 5/8""WASHER,NUT, w/ - [� �!�
�15"EMBEDMENT(TYP) D
DEC — 3 2018
CV
JUILD
Q� TO OF SOUTHaLD
w
. a' z �
ADDITIONAL STRUCTURE TO BE ADDED / REVIEWED (�
IN FIELD FOR ANY ADDITIONAL REPAIRS AS NEEDED CJ Z q O
(TO FILE AS AMENDMENT IF CHANGES ARE TO BE,MADE) q
w x z
Q � z
60
' o
N
wk -- -_ __ -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- �--- c,
5/8"ANCHOR BOLT w/ STRUCTURAL REPAIRS ONLY TO EXISTING BUILDING , (`L v O
WASHER, NUT, (NO EXPANSION) 7 r(��A/I j�f m(S1 be- x
15"EMBEDMENT(TYP) -1" V
FOUNDATION PLAN i'h -place/ in
SCALE: 1/4" = V-0" �--- V
EXISTINGVol
DESIGN CRITERIA BLDG. CODE 2015 IBC/2011
FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES
EXT, BALCONIES 100
DESIGN LOAD CALCULATIONS DECKS- 100
(LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 45
ALL FLOOR LOADS 100 8" CONC. BLK., REINFORCED INSTALL ANCHOR BOLTS
STAIRS 100 w/ VERT. REBAR @16"OC AT CORNERS AND AT
GAURDRAILS (ANY DIRECTION) zoo EACH END PER CODE DRAWN BY: MH
EXPOSURE CATAGORY
-LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
(ROOF - FOUNDATION) DETAIL PAGE a GENERAL NOTE PAGE I GV i i/-fG 10
/20i O
NAILING SCHEDULE SEE GENERAL NOTE PAGE 11
EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE OI
FIRE PROTECTION Sym M of ►�& SCALE: SEE PLAN
(SMOKE t CO2 DETECTORS) SEE FLOOR PLANS _ _ _ _ 1 �� y
TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
�• _ _ _ _ _ r y, ODEP O��
ENERGY CALCULATIONS COMCHECK 16"X8" FTG. * _T .
'�� = .
CLIMATIC & GEOGRAPHIC DESIGN CRITERIA °�w' j SHEET NO:
(2) #4 REBAR R, �_ ul
GROUND WIND SEISMIC FROST WINTER ICESHIELD 2 Z
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS OA _ 13
20 LBS. 130 B SEVERE 3 FT. MODERATE SLIGHT TO HEAVY MODERATE TO 11 - NONE PARTIAL SECTION °r� 10
SCALE: 3/8" = V-0"
T
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE �-- PLAN CONTENTS:
1).RIDGE-TOaUFTER ASSEMBLY, ROOF FRAMING: SIF D
I.1/4'x 20 gauge map shall be Nsedud W each pair of rafters In armnlano:to table 3.4. NAIL NAIL 1 RESIDENTIAL OWEW NG
Whet a miler le 6 used In less of a ridge cu rise number of IOd common rulh JOINT DESCRIPTION NOTES
CONSTRUCTION NOTES: Inexch�a�milartleneednotexeeedtthe,tabulatednumberofBdnallrinr`n�,o-re'p �' sPAel"G
RAFTER TO B WALL 341d COMMON EACH BUILDING HEIGHT
(SEE PLANS)
TOP PLATE 10'WALL:4-Bd COMMONRAFTER TOENAIL •
1).The Infommtbn within this M of construction documents h related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST B'WALL 3-Bd COMMON EACH TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
IMmt and Gaming deails.They are Intended of a oawruabn ed,sum a submNte Interai(ramkgend shear wall ranrherhons for rafter,mlling or tws ro top plate thNl be m TOE-NAIL
for generally accepted good building pradke and mmpllana with mmem New York accordance to table 3.3.When a raker or truss do not fail In file with studs below,rafter TO TOP PLATE 10'WALL-46tl COMMON JOIST
State bullring codes,Tice General Comma.,Is responsible for prwldfng standard or t-to shall be attached to the wan top plate and the wan top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT
mnstndlon details and procedures to ensure a professionalty finished.structurelly the ro the wall tend with upllR mmhertiom.Roofs ouerhangtng the cafe side of the WRding PARAUEL RAFTER WFCM-f8C LAP NAIL
sound and a weathe,psaof mmplNed product. ,hall be connected with uplift connections In accordance with table 33c CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTSAS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES
2),The General Contactor Is responsible for ensuring that all work and construction 3).WAl4T0.WALLAfSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60
marts a,rtenI federal,state,county and local mder,c rdburxa and regulations,etc Well studs above and studs below a floor level shall be attached with uplift connections In COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
These code all to be considered as part of the spedV®tim for this bedding and acmMence with table 33b.When wall mud,above do cot fall In line with muds below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10
should be adhered to even If In varlasee with the plan. studs shall be attached to a common member In the floor numbly with uplift connectors In BLOCKING EACH TOE ATTICS w/STORAGE 20
2-84 COMMON
auordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF(GROUND SNOW LOAD) 20
3).Dimemiom shill take Precedent over sled drawings. RIM BOARD EACH END (LIVE LOADS PSF)
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2.16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 �\
First Well studs shall be connected to the foundation sill plate,or bottom plate with uplift END (SLEEPING) 30 Cis.
4).The designer has not ban engaged for mns[maion tupervislan and summer no wenec om Steel maps shall have a minimum embedment of 7Inches in concrete WALLFRAMING: STAIRS 40 w
responsibility for mwmdlon coordinating with these plans.nor responsibility for foundation end,lebonvgrade.15 Led-Ir masonry bloc,foundations.or lapped under NAIL NAIL G UR I DIES O 200 1 ! 1 �
mwnalon means,mehodr,tedWquen,r�uenw.or procedures,or for safely the plate and reflect in arcordena wlth table 33b.When mel maps are lapped under the JOINT DESCRIPTION CITY. SPACING NOTES ION) FOR GT.C W
precaution and program,Im m�nealon with the work.There are no werramies for a bottom plate.3 inch square washes shelf be used with the ar her bola.Anchor boltC AGO ) O
"afic use expressed or implied In the use of there Tans. spade ls to be TOP PLATE TO PER FACE NAIL LO fROOF.AD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
Dt p g 'Posedenddred In accordance table the a In addition and al 2-16d COMMO u
anchor boll,are ro be spared between 6121rches from the end of a sill plate end all TOP PLATE FOOT fEE NOTE:1
5).Refer to the WNdow and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE TION) :PAGE
4-16d COMMO
6).The General Contractor 6 W ensure that masonry or prefab:aued fireplaces mach 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: INfSTUDTIONf FA.SIDE NAIL AI GENERAL G
a exceeds mardazsure's specifications and applicable codes. Type I exterior shear wall,with a minmwm of 7A6 Isch wood rhuctural panel on the aderfor �STlUD 2-16d COMMO TO C F E N D D O
attached with List common tells at 6•o.c et the panel edger and 12'o.c.In the field,and FIRE PROTECTIONI" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC.
7).The General Contractor Is to consult with the venter for all built-In heart 12 Irxh gypsum wallboard on tbe Interior attached with Sd cooler nalis at T o.e at panel vDc�TO l6d COMMON 16'O.C. FACEfSMOKECO2 DETECTORS)
CARBON MONULIDE ALARMS TO COMPLY WITH R315 IRC.
such a,back-,h h Ing.pantry.closets.Mots,Nc edge and 10's-In the field mall be In accordance with the length requIncrus;specified HEADER ALONG EDGES NAIL
In table 3.15a.b. TOP OR BOTTOM 2-1WCOMMO PER 2z45TUD END TRUSS DESIGN
8).Wind load uImments shall be taken into account duringmnstnsalon. PLATE TO STUD 3-16d COMMO PER Zx6 STUD NAIL
6).TYPE II EXTERIOR SHEARWALLCONNECTIONS; BOTTOM PLATETO:
FOUNDATION NOTES: Type 11 exterforr shearvealis shall meet the requirsarrents of table 3.15a-lo times the appropriate FLOOR JOIST,BAND JOIST, 2.I-COMMO PER -WAIL CLIMATIC&GEOGRAPHIC DESIGN CRITERIA _ ` ►'� ^
length adjustment factors In table 3.16. END JOIST OR BLOCKING FOOT IS
NOTE:1.2 [vE7
1).The General Contractor a,d Meson to review pions,elevation,dNelfs and notes to GROIN WIND SEISMIC FROST WINTER ICESHIEID
determine Intended helghts of fWshed Flow(p abovetyPkalgade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDFRLIYMENT FiAS�RUf
Allowable fldewall lengths provided In table 3.14 shall be permitted to be Increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED O
21.All forting to rem on undisturbed(virgin)wlf. In or sheanwalls are used Sheathing and connections shall be In accordance with JOINT DESCRIPTION NAIL NAIL NOTES
QTY. SPACING MODERATE SLIGHT TO
2.4.4.2 end 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE it YES
3).Provide 1/2•.gx-Ion Joint materlal between conaNe slabs and abutting JOIST TO: PER TOE
concrete or mason g 8).CONNEC'TIONS AROUND EXTERIOR WALL OPENINGS: 4-Bd COMMO ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: W
masonry walls occurring Ir exterior or unheated Inserter areas. SILL TOP PLATE OR GIRDER JOIST NAIL
4)Any new cormaele walls being attedmd to existing mare no srmctre u ItuV Header end/ar girder connections shall be attached with upnft connection in accordance 2-ed COMMON BRIDGING EACH TO
be iwalled with#5-be,18-long N 12'o.e.Use approved epoxy for Installetfon 3S t table 3S.Window,ni plates shell behave steel connectors in armdarx:with table TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION NOTES
Unless noted.all slabs on grade to be 2500 Ps.L Concrete ro be BLOCKING EACH TO AT PANEL EDGES SUPPORTS W THE PANEL FIELD
poured on 41nch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: TO JOIST 2-Ed COMMON
5).U END NAIL 4'PERIMETER EDGE ZONE Ed COMMON®6"O. 8d COMMON®6.O.C. SEE NOTES:13
to be minimum 3-12 irch iNck.All flit to be compacted to 95%refative dewN with Where a ridge h to be used m a tisuauml beam,the rafters dull either be earthed and BLOCKING TO: 3-16d COMMON. EACH TOE INTERIOR ZONE 8d COMMON®6.0. 8d COMMON®12.O.C. SEE NOTEf:1(BOTH FIELDS) O
anchored on ro f the beam or sio SILL Op.
PLATE BLOCK NAIL NOTE.2 FOR PANEL HEID
6'maximum Ilftf(Iryen1. p o gap,building.
Connections
shall be the ridge as each m@enl be be CABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON®4.0. ed COMMON®4'O.C. SEE NOTES:1.3
6).Crawl space,to be provided with a minimum 18•x24"access opening.Install arse alarg the open ceiVnB Part of the building.Co necflens ro the ridge and wail shall be be LEDGER STRIP 3-ifd COMMO EACH FACE
8x16 vet Icon foundatlar vent for every 150 N.k.of area. with fha.bove ulremerms. TO BEAM JOIST NAIL M
n.Dam exterior of as DECK AND COVERED PORCH NOTES: JOISTONLEDGEa 3-Bd COMMON
Den TOE TES red,
pproof rating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED W SCHEDULE NOTES ONLY. r ,
N.Y.S.Residential Construction Code.A 6mll polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END V
the below grade portion of exterior wags prior to barkfilling. ALL far.-hangers and andwrs to be galvinbed or stainless steel. TO JOIST 3-16d COMMO JOIST NAIL 1).For roof sheathing within 4 fear ofthe permeter edge of the roof,IneJuring 4 feet on each side of the roof peak,
BAND JODT TO: PER TOE NAIL the 4 foot perimeter edge sane attachments required shall be used.
8).Dre as r section 0.405 of N.Y.S.Re,dential Constnalon Code. 2).Gliders for dekjoht,to be bolted to each post with washers end con. 2-16d COMMO
Gillen on concrete pleas shall be anchored with proper steel weematon anchored ALLOR TOP PUTE FOOT SEE NOTE-I
FRAMING NOTES Into concrete with a minimum 12'dla x T long anchor bolt with washers and nun. OF SH INrs. 2).Tabulated 121nch o.c nail spacing Brumes cox nhingattadud to miler/trust framing members with G>OA9. V For framing members with<0.42<G<0.49.the rail spacing shall be reduced to 61ndce,o e
1).All framing techniques and methods as prescriptive design of 2006 SOC High Wind 3).Posh supporting ghdm shall be anchored to a 12k12"xl2•thick concrete footing. JOINT DESCRIPTION NAIL NAIL
Edition Wood Freming Construction Manual. Use a minimum 12•Ala x W long anchor bolt with wnshers and nuts.Footings Shall be 3 a QTY. SPACNG 3).Tabulated 41r h o.e nail spacing asnnnN theetNng torafter/tress framing membert with G>0.49.For
below grade.Ponlses with covered roofs shall have W die.concrete press for the girders. STRl1CNRAL DANEL 8d AS
PFRTABLE 3.8 freMng members with 0.42<G<0.49.the rail spacing shall be reduced to 3 fndcet o.c /\
ou UNesrohewla Wed.all framing end structural wood matalelrobe,l2+BYES. WFCM-fBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Nc 4).Deck)elrs to have blocking at BO a.a. CEILING SHEATHING:
NAIL SPACING NAIL SPACING AT INTERMEDIATE
ailing; spa 5).A minimum of 101nch flashing shall be Waited between the building and ledger. NALL NAIL SHEATHING LOCATION NOTES
3)•Flows.wells,edit and rehen ro be spaced at 16 inches o.e mien rated AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
otherwise. Ledges ro be fastened to bulldi wIN 72•dia.both with washer and null IOINT DESCRIPTION • SPACING SEE NOfF5:1,3(BOSH FlELDS)
Mug needed es V EDGE ZONE 8d COMMON®6.0. Bd COMMON®12'O.C. NOTE:2 FOR PANEL FIELD
4).Unless otherwise noted.all bearing wail headers to be(2)2,10 02+BTR Doug.Fir. v' GYPSUM 5d COOLERS T O C.EDGE
Bearing wall header to have(2)Is&muds and(2)full Length stud,an each Ode of all 6).Concrete piers shall be a minimum 6•above grade. WALLBOARD 10'O.C.HEIR INTERIOR ZONE 8d COMMON®6'O. Ed COMMON®12.O.C. SEE NOTE:3
opening,.LVL headers to have(3)Jack dud,and(2)full length studs on each side of WALL SHEATHING• NOTES
opening,.Bearing wall window,Vh shall also have(2)window roll Pates for 2x4 wall 7),A)airs to b supported with hangers and endrors.East;Joist shall also be ssm1wred
ape,&W beNreen 4T and 6.O.W 2x6 wall opening between SI7 end B9.Provide fire ro glyder(0, JOINT DESCRIPTION NAIL' NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED N SCHEDULE NOTES ONLY.
andblorkNgwhereappikable. CITY. SPACNG
5).AV flush bra rrubeederl to be Installed with he duty galvinbed h and 8).Covered Rook shall be assembled and am hoad the dame manner as a ry Ial building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheath) within 4 fed of the comer,,the 4 foot eattachment
mY angme PANELS >ro COMMO WFCM-SBC n6 dge:arenequfremenn,hell
suat-whereappl[.1, wamm�nemng)aim• PLUMBING NOTES beeed'
7/16'OSB 3'O.C.EDGE
6).Double up floor Joists under walla that sun parallel to the floorjolm and under bathtub 1).All wan lad COMMO
pare rrypN.drainage and venting ro be Installed a[per N.YS.Residential PLYWOOD 6'O.C.FIELD 2).Tabulated 12lsxh o.e nail,pactng astumes,heatAing ettatlmed to stud homing members with
Floors to have cemmk tile Installed shall be uedi xi for proper load rapacity unless noted Conmualon Cade- GYPSUM 7'O.C.EDGE G>OA9.For framing members with 0.42<G<,the roil spadngs shay be mckw d to 6 indro o.c
on plans. WALLBOARD Sd COOLERS IW O.C.FIELD
7).Provide 2-1.3/,'thick mia,fame(height to melds floorlorrs)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For Warier panel riding,gaMnhed box tans shall be permitted to be submkuted for common nails.
FLOOR SHE N :
other assess opening unless otherwise noted RypimO. 3).If wan muds.plain or)olti,ere w out during fnmallatbn for any plumbing related work. NAIL NAIL R M H JOINT DESCRIPTION 1).PROVIDESONTANGRS AN AN FIRE AT TRMAXIMUMDISTANCESFOR NON ACCESSIBLEAREAS. DRAWN BY: 1-EE 1 81.Ds ppli running up coo/rakers are to be supported by double rafters on either side provide date code and manufauuate oresrrecam uates mdpation fo for hoand recurs,the ne slot and me rer with
unnitred. OTY- fPAOE G 3).INSTA2)USE LL 1-CO2 DETECTOR N ADDITION CHORS O SMOK ALARPPLE RMS PERPROTECTIVE COATING FOR CONTACT WITH ACQ.
where apPliceble unless,othewise voted. n fTRl1CTURAL PANELS 6.O.C.EDGE
Bd COMMO
9).Provide blocking/bridging N Bear Ws at BO ox-Use solid blocking In Floor Joists 1'OR IEff 12.O.C.FIELD
HVAC SYSTEM NOTES Seaton R602.8 11 be provided
REQUIRED
Fimunder all bearingwalG, I),Mechanical Woonhaaor Is respassN.for adheartng to ell appIkable codes and safety NOTES' and to
shell befetive it eb to w oft eeconcealed draft opening(both story
and end ho spamaq
regelmmmn - and to form sh shall
be pro id barrier between stories,end between a top Rory end the tool space. 11/26/2O 18
10).Pravda imdatlan beffk,et cave venh between reRen.Install daft Nokirg as THESE NOTES ARE ONLY TO BE REFERRED TO IF Fheblorking shall be provided in wood-home mnrtmction m the following locations,^wed' 2).HVAC sabconhactor I,to fully arordium en system data and mqulremenn with the MENTIONED W SCHEDULE NOTES ONLY. - -
equfpmeet supplier- 1).In mnaated spans of stud walls and partitions,including furred spaces.at the ce01ng and floor
11).Unless otherwise noted,all roofs and walls to have a minimum 12'thick.4-ply Fir 1).Nailing requirements are bated on wall sheathing leush.Concealed horizontal furred spaces shall also be flrebiacked at Interval,trot exceeding 10
CDX ex dor sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide Mal rymem layout drawing and submit it W the General wlied 6'on-center at the panel edge.If .It sheathing feet.Batts or blankets of refusal or glens fiber shall be alloyed as Ambloking in walls constructed
Contractor and owner for F I review and approval. is nailed 3'on-center at the panel edge to obtain higher thing parallel now,of tied,or staggered studs.
IZ).Dille,otherwise noted use 3/4-thick T6G PR Fluor Advantedh plywood subflaor shear mpacitles,nailing requirements for structural I).All electrical no be Installed a,per N.Y.S.Residential Construction Code. SCALE: SEE PLAN
adhered with PL400 adhesive and screwed to floor Joins.F nhhed Floor to be Installed ELECTRICAL NOTES: memben shall be doubled.or alternate connection, 2).At all iwtmwections between concealed vertical and homonml spaces such as occur at soffits,
over subfirce as per manufacture,fronwiion,. such as river plates.shall be used to maintain In co d path. drop mlllng,and cove ceilings.
ceilin .
13).All bethsoom well,to have 12•thick coo mme-re,istant tluetrock.Garage .Its and 2).When wall Oaathleg Is continuous over connected 3).In concealed spans between stair stringers at the top and bottom of the con.Enxlored as
ceilings and over furnace to have 5/8'thick type x sheenork.An other parts of befitting; 2L All elecnicel work shall be approved by a qualified Underwriter. menebers.the tabulated number of nails,hall be permitted under main shall compty with Section R314.8,N.Y.S.Residential Code. ,,
to have regular 1/2"shestrok.ALI walls W be taped and finished. ro be reduced rol-16d ran per Laos. O IY
31.All electricel wok In comply with 2014 NEC. 4).At opeNngs around vents.pipes and ducts N alling and Roo level,to resist the free paheg {_
14).NI coo/with a pitch less than 4:12 shell be(walled with an Ice S Water bertler a q)lrrtell Snake dNectors and Cartron Monoxide dNeaon throughout es ctron R314 SOIL COMPACTION: flame and products of combustion. �P D
approved equal.Flat roofs shall be applied with a Fiberglm base sheet with an EPDM gh Per se
tech doom type material over. and R315 of IRC. 1),NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR v` /• O ■
TO VERIFY EXISTING SOIL CONDITIONS PRIORTO FILL 5).For the flreblodMg ot etlmnceYs and flrepleces,refer to Section R1001.16.N.Y.S.Redden C N SHEET N
16).All sill plate and wood In mntaa with concrete to be pressure treated.All plaes ro REMOVE AND ADD ADDITIONAL FILL AS NEEDED. * ��1 A -<' 'F
be IweZ with a foannt sin attest and cop-r-tex temJte Afield or approved
2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: r 1 ee a W
If DENS RY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE (�
SOIL ATI2.LIFTf(TYPICAL).CCWTRAROR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY - W
TFsrEDBYADR0TYPIDL).COKNACTORTMDAm�N. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY.
(J . ' rr,:rza
t ��A 0
OFESS
2'-8"
co
P4
ADDITIONAL STRUCTURE TO BE ADDED J REVIEWED W Z O
IN FIELD FOR ANY ADDITIONAL REPAIRS AS NEEDED
(TO FILE AS AMENDMENT IF CHANGES ARE TO BE MADE) A
--1 a w
' w z
z
O
00
2'-8"
FOUNDATION PLAN V
SCALE: 1/4" = 1'-0"
_ EXISTING c�
DESIGN CRITERIA BLDG. CODE NYS 2010
FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES
EXT. BALCONIES 100
DECKS 100
DESIGN LOAD CALCULATIONS
ROOF (GROUND SNOW LOAD) 45
(LIVE LOADS,PSF) ALL FLOOR LOADS 100 8" CONC. BLK., REINFORCED tat&v
STAIRS 100
GAURDRAILS (ANY DIRECTION) 200 W/ VERT. REBAR @16"OC `
EXPOSURE CATAGORY DRAWN BY: MH
LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
(ROOF - FOUNDATION) DETAIL PAGE t GENERAL NOTE PAGE I i ii �f i
NAILING SCHEDULE SEE GENERAL NOTE PAGE O i � � O 11�3�GO18
EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE i I O
FIRE PROTECTION Syro•. SEE FLOOR PLANS M _ _ i , ,* �,,,� `� SCALE: SEE PLAN
(SMOKE <CO2 DETECTORS) s - -
-Lu
. TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION v• � _ _ _ _ _ � (�S'1 2 ,
ENERGY CALCULATIONS COMCHECK 16"X8" FTG.
CLIMATIC & GEOGRAPHIC DESIGN CRITERIA (2) #4 REBAR 0725 SHEET NO:
GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD ESS NP
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS
LOAD (MPH) ATEGORY DEPTH TEMP. REQUIRED
20 LBS. Q20 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE PARTIALTO HEAVY MODERATE SECTION-
SCALE: 3/8" = 1'-0"