HomeMy WebLinkAbout51004-Z of s°uryolo Town of Southold
* * P.O. Box 1179
ig 53095 Main Rd
o`f CoUNV-' Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 45822 Date: 12/12/2024
THIS CERTIFIES that the building GENERATOR
Location of Property: 400 Bay Rd Greenport, NY 11944
Sec/Block/Lot: 43.-5-8
Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 06/14/2024
Pursuant to which Building Permit No. 51004 'and dated: 07/30/2024
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:
accessory generator as applied for.
The certificate is issued to: Diviney D Revoc Trt,Diviney SS Revoc Trt
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 51004 09/26/2024
PLUMBERS CERTIFICATION:
V"M
A t on ed Signature
��o�SUFFoI :oG TOWN OF SOUTHOLD
c y BUILDING DEPARTMENT
ca 0
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#: 51004 Date: 7/30/2024
Permission is hereby-granted to:
Diviney, Daniel
400 Bay Rd
Greenport, NY 11944
To: Install accessory standby generator at existing single family dwelling as.applied for,
with Trustees #10268 and flood permit.
At premises located at:
400 Bay Rd, Greenport
SCTM #473889
Sec/Block/Lot#43.-5-8
Pursuant to application dated 6/14/2024 and approved by the Building Inspector.
To expire on 112912026.
Fees:
ACCESSORY $125.00
ELECTRIC $100.00
CO-RESIDENTIAL $100.00
Flood Permit $150.00
Total: $475.00
Building Inspector
pF SO!/j�ol
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
��l • ao sean.devlin(a)_town.southold.ny.us
Southold,NY 11971-0959
�Cou ,��'
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To:. Daniel Diviney
Address: 400 Bay Rd city,Greenport st: NY zip: 1194.4
Building Permit#: 51004 Section: 43 Block: 5 Lot: 8
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: DAK Electric License No: 5120ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey 2LJ Attic Generator X
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Defectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch 200A UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 4'LED Exit Fixtures Sump Pump
Other Equipment: 26kW Briggs & Stratton Generator w/ 200A Symphony II Transfer Switch
Notes: Generator
Inspector Signature: < Date: September 26, 2024
ell
S.Devlin-Cert Electrical Compliance Form Copy
50(/l�Olo '5 1 v G y l w 1'Ci
* * BUILDING
N � TOWN OF SOUTHOLD BU G DEPT.
631-765-1802
INSPECTION ,
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] -FIREZAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION. [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL)'
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
i � L
VOTE Cl INSPECTOR
OF SOUTgOlo
# TOWN OF SOUTHOLD BUILDING DEPT.
IOUNT10 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION-2ND : . [ ] I ULATION/CAULKING
[ ] FRAMING/STRAPPING [ FINAI_6&1�
[ ] FIREPLACE & CHIMNEY [ ] FIRESAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O ' [ ] RENTAL
REMARKS:
DATE U INSPECTO
FIELD INSPECTION REPORT I DATE COMMENTS
ro
O
FOUNDATION (1ST) y
---------------------------------------
FOUNDATION (2ND)
z
0
0
c
ROUGH FRAMING&
y �
PLUMBING r
— � 1
¢ c �
INSULATION PER N. Y.
STATE ENERGY CODE
ld O
FINAL
ADDITIONAL COMMENTSCb
0
z
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
oy�0 ao�� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.ggv
Date Received• -
APPLICATION FOR BUILDING PERMIT `
For Office Use Only D '
S/DO y�
PERMIT NO. Building Inspector: �. ,UN � 4 2�2�
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an B XtING DM
Owner's Authorization form(Page 2)shall be completed. 'rQ .'•s �' �
Date:
OWNER(5)OF PROPERTY: ' - x' '
Name: _,_. ..- n—e. .. - - . I�/1h..2-- .-- - --- --- - SCTM#1000- -!'..__ ...- _O_ .......
Project Address:
Phone#: Lf Email: 7
Mailing Address:
CONTACT PERSON:
Name: Ofilh tle (ith j
Mailing Address: 0 . J ��. �-e��. - . -/e�., r. !V 0-%el.`�..
Phone#: �� _ mail:
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: Q / TT-Zil:
CONTRACTOR INFORMATION:
- 4
Name:
- - -- 0 e
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑NewStruc/ture E]AdcPtion ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
Other � $- 17,D Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes ❑No
' 1
t
}
,PROPERTY`IN411
FORMATION
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? OYes ❑No IF YES, PROVIDE A COPY.
�. . _,
;E Check.Box;After Reading: The owner/contractor design professional is responsib61or all drainage and stonrrwater issues as provided by;
Chapter 236 of the Town Code.,APPLICATIONJS HEREBY MADE to the Building bepartment,for'the'issuance of a Building Permit pursuant to the Building Zone"
Ordinance'of the Town of,southold,Suffolk,County,New York and otheripplicable.Laws,Ordinances'orRegulations;for the construction of buildings,_; '
additions,alterations or forremoval or demolition as herein described The applicant"agrees to comply with,all applicable laws,ordinances,building code, _
housing code and,regulations and toadmit authorized inspectors.on,premises and in building(sifor necessary inspections.,false statements made herein,ar'e.
punishable as;a Class•A misdemeanor pursuant to;Section 210AS ofithe New York State Penal,Laay.
Application Submitted BX(print name • j9n Je / . �i�l ❑Authorized Agent I/Owner
`Signature of Applicant: L/v Date: �. ._.
STATE OF NEW YORK)
SS:
COUNTY OF S� 1K-- )
'1)an-,If- -VI Vl in new being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the 0t,�r(1`�Ir
, (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 therewith.
Sworn before me this
< Lclay of ,20. 2-4
Notary bli
BRI NYACONRAD
N tary Pu ic,State of New York
Reg. o.01 C06245154
Qualifi d in Suffolk County
PROPERTY OWNER AUTHORIZATION co is n Expires July 18,2011
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
I
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
TOWN OF SOUTHOLD — BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
Telephone (631) 765-1802 https://www.soiitllolcltoNviiiiv.gov
Floodplain Development Permit Application
FIRM Panel:3610360176 H m # i000-43-05-08
PROPERTY INFORMATION: Flood Zone:AE 6
I I [SCT
Address:400 Bay Road
City: Greenport ): 11944
CONTACT-PERSON: MN Name:Robert Brown Phone#:631-477-9752
Mailing Address:205 Bay Ave. Greenport, NY
PROJECT DESCRIPTION:
Demo of existing and construction of new frame single family resident
SECTION A:STRUCTURAL DEVELOPIVIENTHECk' '(t WLLTHAT..`APPLV
Type:of st v�'T o Sfju'Ctbi�1.Acfivity"
, h ictu �. -� :r:� ��,'7:J., - -
re,,,
* Residential (I to 4 families) R New structure
* Residential (more than 4 families) R Demolition of existing structure
El Combined use 0 Replacerilem of existing structure
0 Non-residential 0 Relocation of existing structure
• Elevated 0 Addition to existing structure
• Flood proofed (attach certification) 0 Alteration to existing structure
C] Nianufactured Home El Other:
0 Located on individual lot
0 Located in manufactured hoille park
SECTION B: OTHER DEVELOPMENT(CHECK AL.THAT APPLY)''
El Clearing of trees, vegetation or debris 0 Mining IJ Grading 0 Drilling El Dredging
* Connection to public utilities or services El Paving E Placement of fill material
* Drainage improvement (including culvert work) El Roadway or bridge construction
* Fence or wall construction 11 Watercourse alteration (attach description)
* Excavation (not related to a structured development) El Other development not listed (specify):
-it -dZ&iffi" '.tb- contained
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By--�ignlnfl5i�.6 1 eif�1fth ;ah ,yW ftoW e ge-t in on-n%jon
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Wa-�.p`effmh%,IssUe ;,T e..permit,may, e reVok�d i ,afiy
n1s1" ';d h
T "d;-.,D'eVelbom'enli'sH6'11 66t-be used 6r.occ6oled
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Application Submitted By (print name): Robert Brown, Architect
Signature of Applicant: 19-2023
gUfFll(,�-c BUILDING DEPARTMENT- Electrical Inspector
11 TOWN OF SOUTHOLD
A Town Hall Annex - 54375 Main Road - PO Box 1179
v' * Southold, New York 11971-0959
ay�p� �ap� f Telephone (631) 765-1802 - FAX (631) 765-9502 .
<�Z jamesh southoldtownny gov — seand(a southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: , C d 2-4
Company Name: +C, 1,
Electrician's Name:
License No.: S j . �' Elec..email: AgGU p� t✓�p -E��
Elec. Phone No: OL/ 5�c//[Z I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: Tra — Sv L I V e-
Address: (Y 0 c;`, G r�
Cross Street:
Phone No.: _ -
Bldg.Permit#: S o O email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?- F,;d YES ❑'NO ❑ Rough In Final
Do you need a Temp Certificate?: ❑ YES Z NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
El New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
rrzz�:�
BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
yl Town Hall Annex - 54375 Main Road - PO Box 1179
o _ r' Southold, New York 11971-0959
Telephone (631) 765-1802 FAX (631) 765-9502 .
iamesh p�southoldtownny.gov - seand(p)southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN IN F RMATION (AII Information Required) Date: t 0
Company Name:
Electrician's Name:
License No.: ,� �'" EIec. email: c e e�--4 i
Elec. Phone No: OL/ I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: - ScJ L i V t we-
Address: q 00
Cross Street:
Phone No.:
Bldg.Permit #: S o D email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage.
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 F H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
PERMIT# Address:
Switches
Outlets
GFI's
Surface
Sconces
HH's �
UC Lts Fridge HW POOL
Fans Mini Fr. W/D PanelPump
Exhaust Oven Sump Heater
Trnsfmr
Smokes DW Generator Salt Gen.
Carbon Micro GrbDis Water Bond
Lights
Heat Pucks ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit
Blower
�t AH Hood Blower
Service Amps Have Used
Sub Amps Have Used
Comments
APPROVED AS NOTED OCCUPANCY OR
DAT
;,4'&4B.R# moo USE IS UNLAWFUL 3:
FE T S00 BY. WITHOUT CERTIFIOA
NOTIFY BUILDING DEPARTMENT AT OF OCCUPANCY
631-765-1802 8AM TO 4PM 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 COMPLY
REQUIREMENTS OFTHE CODSI OF NEW FOR q PORK SSTA E�TOALL WN CODES
OF
DESIGN
STATE. NOT RE S REQUIRED AND CONDITIONS QF
DESIGN OR CONSTRUCTON ERRORS
SOUTHOLD TOM ZBA
71
S� SOUTHOLD TOWN PINING BOARD
SOUTHOLD TOWN TRUSTEES
FL(Xkl • � N.Y.S.DEC
= ►,tea SOUTHOLD HPC
2iA SCHD
S`Dt ._v.T()ww W yl
RETAIN STORM WATER RUNOFF RWrWALUMMOMME °
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
GULL POND
m INLE:-r
t TIDAL WE7UIND BOUNDARY,AS DELINEATED BY
EN4:ONSULTANTS.ON AUGUST S,2021
, U
M«O 1f 91.8S
La �� 3
Q o -
E)OSTING NATURAL VEGETATION TO%VI AND
W 0 BOUNDARY TO REMAIN AS NON-DIE RBANCE BUFFER ,
Q Z 4'VIDE CLEARED PATH j
7O BE MAINTAINED\Y'
U I'
J y 5 PROJECT LIMITING r ,
Q Qi FENCE/LIMIT OF S 1
Z m > j DISTURBANCE
it W Y Z 7 U EX EDGE OF LAWN,
Q J W m
(. W w
lt- = 0 d '� PROP. T WIDE,APPRO
Z U 800 SF O RF BUFFER
U � NOTE .
Z THERE VILL BE NO '
GRADE CHANGES/
NE f DR 1 NO IMPORTED FILL
J60Ax
EXISTING SHED TO BE El 3E OF L11
REMOVED EX EDGE OF LAWN
r u tO SCREENED
PORCH AND
112 SF,PAVERS 4� BALCONY ABOVE
IN SAND PATIO 41u S.F.WOOD DECK AE6
AND BALCONY ABOVE 17 SF.4'x 4-2'
WOOD STEP' arm WOOD STEPS
tm
W
PROPOSED(4'x 41 • 151, ,.
SHOWERENCLOSURE I PROPOSED,, 6SF. BEDROOM-STORY HOUSE 'OVER GRAVEL BED PIPED P 4 1.
TOZONE 1 DRYWELLS ATTACHED F.F.EL
ONE STORY IA CONTROL PANEL W
CONCRETE PADS FOR MEAT m J GARAGE ELECTRIC POKER LIN
PUMPS 9 J �uyF L '<SF.ROOF tta fIJR1R
F,F,E7..R6' OVERHANG tag FU.IMACBLOKER b g
> 49 S.F.CONC. OIIT N CONCRETE P
EOSTING OM ELECTRIC AND ,/ AP ON 1 BAIR LINE 1
CABLE LINES TO BE BURIED ` N LINE /"1 0 FUTURE
OUSTING Ufa
n( 1 WATER SERVICE O
I `1 0 )
1 GIIOVE C. i^ UA
f P VEWAY
3(l REPLACE jNATER METER
.7 PERVIOUS l/
C,l• f » ZONE2ORYWELLS f
NOTE: ENTIRE PROPERTY IS WITHIN N4.21 o w (2,EDIAx76 D 1125. o
FEMA FLOOD ZONE AE6. FLOOD UTIL. POLE ssF.sreps UTIL. P LE
ZONE LINE IS NOT APPLICABLE �, °"°""""° DECK EDGE PAVEMENT PSRAMTARVDI//STEM
OV91LING ON
J
W
Q
p BAY ROAD
Q' PUBLIC WATER IN STREET
DWELUNG ON 1 OOf 75f PUBI�JC WATNG M
PUBLIC WATM
LU PUBLIC WATM
m PROPOSED BASED ON SURVEY BY PECONIC SURVEY(
>' SITE PLAN ULAST DATED OCTOBER z9,zozi
4
1IT SCTM No.1000-43-o5-o8
20
18,500 sf tO TIE LINES
FROM TABLE N 1 1 02. 1 .2 K402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
CLIMATE FENE5TRATION SKYLIGHT GLAZED HGC IN CEILING WOOD FRAME MA55 WALL F WALL R-VALUE R-VALUE R-VALUE FLOOR BASEMENT SLAB CRAWL
ZONE U-FACTOR U-FACT'OR FEN 5 R-VALUE WALL R-VALUE* SPACE WALL
HGC , R-VALUE DEPTH R-VALUE
4 --
,
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RP
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01,11 , 11 .
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5 ! 4
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ISSUES/REVISIONS
HOLDDOWN '^\ '
RESIDENTIAL GENERAL NOTES ELECTRICAL RIDGE A5 NEEDED
ILL SPACING VVV E
MISC. GENERAL NOTES I. FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT,TOOLS, AND SERVICES RIDGE TENSI STRAP INs° TIONDDowN
NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW F
�.
I.THIS PROJECT 15 CONSTRUCTION OF A NEW TWO STORY SINGLE FAMILY RESIDENCE AND DETACHED ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, BUT NOT LIMITED TO: t CORNER STUD ,Q `
GARAGE. CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS, WIRING, LIGHTING, CONNECTED TO '8p S[ ` Y
_ TRANSFER SHEAR Mt`O�
2.THE PROPOSED HEIGHT OF THE BUILDING 15 34'1 SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION EQUIPMENT, CONNECTIONS TO (2)I Gd COMMON w .10.zS
APPLIANCES, GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND DEVICES RI w NAILS@G"O.C. M H'py
3.THE TYPE OF CONSTRUCTION IS TYPE V(B). WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND �� 'yp
4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NEW YORK AND SPCIFICATIONS AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND
STATE AND THE AF t PA WOOD FRAME CONSTRUCTION MANUAL 2018 HIGH WIND EDITION. �QPE EAT
5. DESIGN LOAD CALCULATION ARE BASED ON: INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND JOIST HANGER. PEP,WFCM SBC TABLE 2.4 n ���
ELECTRICAL DISTRIBUTION SYSTEMS. VRIDGE BEAM PROVIDING G EA.8D COMIv�N't�'ICS R
LIVE LOAD: AS PER TABLES R301.5 t R301.G OF RCNY5 2020. 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 ELECTRICAL IN EACH END OF 1-1/4" 20 GAGE STRAPS
DEAD LOAD: CALCULATED AS PER R301.3 OF RCNY5 2015. CODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE, NFPA NO, 70-2017 CROSS SECTION FOR 120 MPH�N?;Wg WIND SPEED.
SNOW LOAD: 20 P51 GROUND SNOW LOAD AS PER FIG.R301.2(G)OF RCNY5 2020. (NEC), LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA),
WIND EXPOSURE CATEGORY"C', FOR 130 MPH 3 SECOND GUST, AS PER R301.2.1.4 I FIGURE THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION (NEMA) AND ANY OTHER
R301.2(5)A OF RCNY5 2020. APPLICABLE CODES. IN THE EVENT OF CONFLICT, THE MORE STRINGENT
REQUIREMENTS WILL APPLY.
3. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS
LOCATION LIVE DEAD DEFLECT LIMIT LABORATORIES, INC. LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY N
LO
15T.FL. 40 P5F 12 P5F U3GO WILL BE INSTALLED. 100
2ND.FL. (SLEEP AREA) 30 P5F 12 P5F U3GO 4. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE "°'""""" P N
ATTIC(SERVED BY STAIRS) 30 P5F 10 P5F U3GO SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN.
ROOF 20 P5F 15 P5F U3GO 5.THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ALL PERMITS, LICENSES
AND INSPECTIONS AS REQUIRED BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES,
AND ANY OTHER APPLICABLE JURISDICTION. "°'" " 0)
G.THE ARCHITECT ASSUMES NO RE5PON5IBIUTY FOR THE CONSTRUCTION MEANS, METHODS, G. CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES '� St'L .5x.ZAAQMMON N L5 IN EAC END OF 1-1/4"x 00
TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL :. I : L °;t',F R LATE /SHEAR ONNECTION N
CONNECTION WITH THE WORK. SWITCH. LINE CORD-CONNECTED, DIRECT PLUG-IN, AND BATTERY POWERED ALARMS Q :: '.":•.• F h!AtL"GONNEC`TI N (TABLE 3.38)WFCM-1995
THERE ARE NO WARRANTIES, NOR ANY MERCHANTABILITY OF FITNESS FOR A SPECIFIC USE EXPRE55ED ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH s FOR 120 MPH FASTEST WIN SPEED.
0
OR IMPLIED IN THE USE OF THESE_PLANS. SLEEPING QUARTERS ARE LOCATED.
7. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. DO NOT SCALE 7. SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YORK
DRAWINGS. FOLLOW DIMENSIONS ONLY. STATE AND THE RESIDENTIAL CODE OF NEW YORK STATE,THE NFPA NATIONAL FIRE
ALARM CODE NO. 72-1993 SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING
8. CONTRACTOR(S)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN, LISTED, OR AREA, IN EACH SLEEPING AREA, AND ON EACH FLOOR LEVEL.
DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS &CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE FLO R
NOTED. CONTRACTOR SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO AND BURGLAR ALARMS AS NECESSARY. JOIS _-..
COMPLETE THE WORK. °""'" '"`"w
9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS NAILING SCHEDULE \% A)
AND SPECIFICATIONS. (PER AF PA AMERICAN WOOD COUNCIL WFCM FOR
10. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF ONE AND TWO FAMILY DWELLINGS 2015 SBC HIGH WIND EDITION) VAL
E TRAP(�O ROOF TO WAMMON N US LL WALL TO WALL AND x TEST HOLE DATA
OCCUPANCY.
FOUNDATION CONNECTIONS (TABLE 3.38) McDONALD GE05CIENCE
DEMOLITION JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING 3 R 1 20 MPH FASTES WI 5PE 121412020
1. CONTRACTOR SHALL CLEAR AND EXCAVATE THE PROPERTY AS REQUIRED TO CONSTRUCT THIS ROOF FRAMING EL. G.3'
PROJECT. RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER MIXED SAND AND LOAM
2. CONTRACTOR SHALL REMOVE TREES AS DESIGNATED BY THE ARCHITECT AND OWNERS. CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 PER J015T /L
1
CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP FLO R O 3'
FOUNDATIONS CEILING J015T LAPS OVER PARTITION ((FACE-NAILED) 3 EACH LAP JOTS GRAY ORGANIC CLAYOL
1. ASSUMED SOIL BEARING CAPACITY, 1,500 Ib./561.Ft. RIDGE STRAP (EACH END) 2 PER TIE O
2. CONCRETE TO BE PLAIN, REINFORCED, 3,000 p5I. -28 DAY TEST. BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END 4 BROWN CLAY CH
3. ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END + 0
GENERAL CONSTRUCTION WALL FRAMING EL. o.s' 5 8'
WATER IN BROWN CLAY
I. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT : • G. CH
COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, OR TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-1 Gd JOIST EA.SIDE `:"` UPLIFT CONNECTIONS N/0/F DANIEL AND SUZANNE DIVINEY
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. STUD TO STUD (FACE-NAILED) 2-1 Gd 24"O.C.
2. FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. HEADER TO HEADER(FACE-NAILED) I Gd I G"O.C.ALONG EDGE5 WATER IN PALE BROWN
3. INTERIOR TRIM SHALL MATCH EXISTING. TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-1 Gd,3-1 Gd,4-1 Gd PER 2x4, 2xG, 2x8 RESPECTIVELY CON N E C T I O N S D E T A I L 1000-43-05-23 � PINE SAND 5P
00
4. FRAMING ELEMENTS: BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, r
A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 END J015T OR BLOCKING (FACE-NAILED) 2-1 Gd PER FOOT LO
OR BETTER. 00 NOTE: WATER ENCOUNTERED
B. ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS, AND SHALL BE INSTALLED, CUT FLOOR FRAMING B. 13' 5.8' BELOW SURFACE
AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. JOIST TO SILL, TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T ELEVATIONS AND CONTOUR LINE5 REFERENCED TO
C. ALL SHEATHING TO BE APA RATED, EXPOSURE 1. THICKNESS AS INDICATED. BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END NAVD 88 JUNE 2,2o22
D. ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END KEY
E. ALL HEADERS G'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK r09 Qi = REBAR
WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MIN. OF(2)2"1 OR AS SHOWN ON DRAWING. LEDGE STRIP TO BEAM (FACE-NAILED) 3-1 Gd EACH JOIST �S ® = WELL THESE PLANS ARE AN INSTRUMENT OF
F. SOLID BLOCKING SHALT_BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE JOIST ON LEDGE TO BEAM (TOE-NAILED) 3-8d PER J015T a = sTAICE SERVICE AND ARE THE PROPERTY OF THE
OR AS NOTED @ V-0"O.C. MIN.. PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. `, < A = TEST HOLE
BAND JOIST TO JOIST(END-NAILED) 3-1 Gd PER JOIST -6� = ARCHITECT.INFRINGEMENTS WILL
G. PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS (STAIRS, ETC.) OR AS NOTED ON DRAWINGS. BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-I Gd PER FOOT r6� 0 F • = PIPE BE PROSECUTED
H. PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON ROOF SHEATHING 0 �, N a MONUMENT
DRAWING. a D D = WETLAND FLAG 2022 ALL RIGHTS RESERVED
I. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL 5TRUCURAL PANELS 861 (TABLE 3.8) "15 0 = UTILITY POLE
CONNECTORS BY"51MPSON"OR APPROVED EQUAL. ` -" Z /9 W z
DIAGONAL BOARD SHEATHING _ -j ¢ W ZONED:J. NAILING SCHEDULE SHALL BE AS PER N.Y.5. BUILDING CODE AS A MINIMUM. ALL 2"1 STUDS / U M z m _
SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE I"I OR III 2-8d PER SUPPORT s`0,Z[N a = < AREA OF AREA OFwoo-43 oS 8:14.4g SF(°.343-oI`0 SF �AC) TO TIDAL AC) TO TIE LINES
BOUNDARY
I"x I O"OR WIDER 3-8d PER SUPPORT G U L_L P O N ED Qj I N L_E T o
ATTACHED NAILING SCHEDULE. I, W w > (NYSDEC ADJACENT AREA/TOWN OF SOUTHOLD BUILDABLE LAND)
K. PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C. EXTERIOR EDGES AND Gd NAILS @ 12" CEILING SHEATHING TIDALVIETLAND BOUNDARY,AS DELINEATED BY 0 M z �
• • EN-CONSULTANTS.ON AUGUST 5,2021 �G Q
O.C. INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. -
GYPSUM WALLBOARD 5d coolers 7"EDGE/ I O" FIELD Q z ROOF
TOWN EXISTING LOT COVERAGE: Robert I Brown
L. All INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. .� ROOF OFEXIST[NGHOUSE: 1.354SF
M. ALL ROOF RAFTERS 511ALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE WALL SHEATHING 8Zl-�- DECK: 18o
TYPE CONNECTORS BY'SIMPSON"OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE 5TRUCURAL PANEL 861 (TABLE 3.9) rJ SHED: 126 Architect P.C.
5. ALLHURRICANE CLIPS AT ALL NEW WINDOWS TO BE THERMAL INSULAT DETER JOISTS TO IRDER LOW-E CONNECTIONS.ASS, WITH ARGON GAS, IMPACT RESISTANT A5 FIBERBOARD PANELS Sd 3"EDGE/G" FIELD �l ` o MtA1 8S TOTAL: E,66o SF �
"9�. 1,660/14,g83(BUILDABLE LAND)=11.5°fi 20 Bay Ave. Greenport NY
REQUIRED. FLOOR SHEATHING w 3 SOUTHOLD TOWN PROPOSED LOT COVERAGE: InO@rlbrownarchrteCt.com
G. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. z -
7. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH AN51/AF X PA WCFM-1995.(5EE NAILING 5TRUCURAL PANELS N N PROPOSED HOUSE : 1,341 SF
SCHEDULE)
8d G"EDGE/ 12" FIELD a To SCREENED PORCH: 13z43 631-477-9752
GREATER THAN I" I Od G"EDGE/G" FIELD W EXISTING NATURAL VEGETATION TOYWrLAND o FRONT ROOF OVERHANG: 92
8. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED DIAGONAL BOARD SHEATHING < o BOUNDARY TO REMAIN ASNON-0I RBANCEBUFFER EAST DECK/BALCONY qTo
MEMBRANE. I"OR LESS 2-8d PER SUPPORT D Q z_ W WDE CLEARED PATH / / t2 WESTzND FLOOR BALCONY: 112
TO BE MAINTAINED
9. FLASHING AT ROOF CONNECTIONS, VALLEYS, CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. z = / TOTAL: 2,594SF
ROOF FRAMING 3-Sd PER SUPPORT U O IT ISAVIOLATIONOFTHELAWFORANYPERSON,
10. STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES, EXCEPT W N � / / / I- z,594/14.483(BUILDABLE LAND)=1Z.9.6
STEP FLASHING AND COUNTER-AND CAP- FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND 3 PER RAFTER W.I Y zo PROJECT LIMITING UNLESSACIINGUNDERTHEDiRECTIONOFA
RAFTER TO TOP PLATE(TOE-NAILED) > a FENCE/LIMIT OF S / �� LICENSED ARCHITECT,TO ALTER ANY ITEM ON
CHIMNEY, AND ROOF AND WALLS. z CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 PER JOIST Q F m Z 3 DTURBANCE / ��i/ NYSDEC EXISTING LOT COVERAGE: THIS DRAWING IN ANYWAY.ANYAUTHORIZED
x EX EDGE
IS
I I. INSULATION SHALL BE GATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE W U EXISTING HOUSE: 1, SF ALTERATION MUST BE NOTED,SEALED,AND
2-1/2 Ib. DENSITY FIBER-GLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP Z J -� '/ /� 0 354
-1 J / li f, DECK AND STEPS: zoq
CEILING JOIST LAPS OVER PARTITION ((FACE-NAILED) 3 EACH LAP I a -' 00 / to SHED: u6 DESCRIBED IN ACCORDANCE WITH THE LAW.
FIBROUS GLA55 INSULATION. NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION I- W _ PROP. TW7DE APPRO
RIDGE STRAP (EACH END) 2 PER TIE W In = a o- DRIVEWAYAND PATIO: z
(R-G.5 PER INCH) BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. z U eoosF urtFeDFFER / w Mo TOTAL zqh F _
12. NEW INTERIOR DOORS SHALL BE"""'. BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END 0 O 00 NOTE: ` '
7 z U THERE CHANGES BEN/ 2,441/14,483(ADJACENT AREA)=15.z% _E A�
13. NEW HARDWARE SHALL MATCH EXISTING. RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END NEIDR S GRADENO HAN ES1FILL z N YT
14. GYPSUM BOARD SHALL BE EASED EDGE TYPE, CONFORMING TO ASTM G3G, AND SHALL BE WALL FRAMING Q aolAx 11VAi Q NYSDEC PROPOSED LOT COVERAGE:
0 EXISTING SHED TO BE E OF LA U' 3 PROPOSED HOUSE 1, 6 SF
SHEETROCK 5W BY U.S. GYPSUM CO. OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE T EX EDGE OF 1 9 �
TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT ••ate REMOVED , ,:;S.F.SCREENED 44 z V GARAGE: 1
I/2" 7 F PORCH AND 1 w J �
TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-I Gd JOIST EA.SIDE z 112SFPAVERS SCREENED PORCH AND 140 C A,
15. ALL NEW AND REPAIRED GYP. BOARD SHALL BE TAPED AND SPACKLED THREE(3) COATS. ALL EXTERIOR $' " BALCONY ABOVE - z m FRONT ROOF OVERHANG: 4z J 2
STUD TO STUD (FACE-NAILED) 2-I Gd 24"O.C. Q IN SAND I I 4"aF.wooDogcx /'. w w3 9 / k
CORNERS SHALL HAVE METAL CORNER BEADS. ANDBALCONYABOVE " 17 SF.4'.4'SI AE6 Ll a a EAST DECK/BALCONY AND STEPS: 427 tr
' sx VWDOD STEPS! +°.•+•
HEADER TO HEADER(FACE-NAILED) I Gd I G"O.C.ALONG EDGES 17 SF.4x 4'3" w WESFzND FLOOR BALCONY/DECK: 112 r` _
WrooD STEPS WEST STEPS BEYOND ROOF OVERHANG: + l
FINISHES TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-1 Gd,3-I G4,4-I Gd PER 2x4, 2xG, 2x8 RESPECTIVELY - _ 5
BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, •Z PROPOSED w CONCRETE PADS(@ GARAGE&A/C UNITS): 47
I. NEW FLOORS SHALL BE AS DESIGNATED ON THE FINISH SCHEDULE. �9 3 PAVERS IN SAND: 132
SHO2. EXISTING WOOD FLOORS SHALL BE SANDED AND REFINISHED. END J015T OR BLOCKING (FACE-NAILED) 2-1 Gd PER FOOT OVER GRAVEL
VELBED PI I PROlN75ED,,p6 SF• 4BEDROOMaSTORY HOUSE
OVER GRAVEL BED PIPED 1 -` S �, ,I"•j 4:\t�.
TO ZONE 1 DRYWELLS ATTACHED A F.F.EL+,".o v \ y
3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN r) ONE STORY B LICONTROLPANEL 1 , La1 C0 TOTAL: SF
FLOOR FRAMING to ELECTRIC POWER DN i M O
SET ADHESIVE. CONCRETE PADS FOR HEAT 00 .% 'GARAGE NSF ROOF nv FUTtIR� M1 2.792/T4,483(ADJACENT AREA)
JOIST TO SILL, TOP PLATE TO GIRDER(TOE-NAILED) 4-Sd PER JOIST PUMPS I F +86 OVERHANG tPr ON COCRETE aD LEACHING
GRVGSLL
4. EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED ON CANCRETEP OD LEACHING RI"GS
M S.F.CONC. LE.OTOLIL,\�°AIR LINE
EQUAL, APPLIED IN ACCORDANCE WITH MANUFACTURI R'S SPECIFICATIONS AND BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END ,Z EwsnNGOMELECTRIc AND AP ON m T IN ALLLEACHNG
CABLE LINES TO BE BURIED zl I ELEMENTS'O BE CLIENT/OWNER
RECOMMENDATIONS. COLOR TO BE SELECTED. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END ,�___-1 EXISTINGU/G 1 PRECAST CNJCRETE
4 WATER SERVICE PER SCDHEST/WDARDS
5. EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK I MAIN 0
BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED AND LEDGE STRIP TO BEAM (FACE-NAILED) 3-1 Gd EACH JOIST tO °1p�° C. to FAavrs �`_� DANIEL & SUZANNE
PAINTED. PAINTING SHALL BE TWO (2) COATS BENJAMIN MOORE AQUA PEARL LATEX RYEWAY o
J015T ON LEDGE TO BEAM (TOE-NAILED) 3-8d PER JOIST 39' ��� REPLACE 1WATERMETER 1- �'z �' 125
PERWOUS A V
PAINTED, COLOR TO BE SELECTED . BAND JOIST TO JOIST(END-NAILED) 3-I Gd PER JOIST f ZONE2DRY HELLS
N4'21 0 W (2)BDIAxSB•D 125. 0
G. INTERIOR TRIM SHALL BE SANDED SMOOTH, PRIMED, AND FINISHED WITH TWO (2) BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT NOTE: ENTIRE PROPERTY IS WITHIN -J H w I V 1NEY
COATS BENJAMIN MOORS LATEX ACRYLIC SEMI-GLOSS PAINT . UTIL. P LE DRAINAGE CALCULATIONS
ROOF SHEATHING FEMA FLOOD ZONE AE6. FLOOD UTIL. POLE E!Y10 R ,nSF.TJNCD RED
HVAC 5TRUCURAL PANELS 8d (TABLE 3.8) ZONE LINE IS NOT APPLICABLE OVERHANG DECK EDGE PAVEMENT PROPOSED I/A
SANITARY SYSTEM ZONE 1(GARAGE,FRONT COLONADE AND SOUTH MAIN ROOF):
1. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND SERVICES DIAGONAL BOARD SHEATHING co Ln PROVIDE i,z4g.9 SFxo.17 DIAx 6FDDRYWELIS(234.6C
NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES I"I OR I"I 2-8d PER SUPPORT w Ld (3))6' 3 D
AS INDICATED ON THE PLANS AND AS REQUIRED BY THE RESIDENTIAL CODE OF NEW III 10" OR WIDER 3-8d PER SUPPORT Q ZONE z(NORTH MAIN ROOF): PROJECT TITLE
YORK STATE 2020, OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE TO Q BAY ROAD 7ROVID96.o SF (z)6` IAx3`35.3 F
WORc CEILING SHEATHING O PROV[DE(z)6'DIAx3'6'DDRYWELLS(156.gCF)GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD PUBLIC WATER IN STREET NEW RESIDENCE
2. PROVIDE AIR-HANDLERS, DUCTWORK, AND CONTROLS AS NECESSARY TO
COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. WALL SHEATHING = '
PLUMBING 5TRUCURAL PANEL 8d (TABLE 3.9) U B�,C CW 100' 75' P�"W TO DWELLING 57' P"�'W 50' S0 40o BAY ROAD,GREENPORT,NY
I. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT, AND SERVICES FIBERBOARD PANELS PUBLIC WATO 7/I G" 8d 3"EDGE/G" FIELD m PROPOSED BASED ON SURVEY BY PECONIC SURVEYORS SCTM No 1000-43-05-o8
NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS (JOHN METZGER)
SITE PLAN LAST DATED OCTOBER 29,2021 DRAWING TITLE
AND SPECIFICATIONS AND THE RESIDENTIAL CODE OF NEW YORK STATE 2020, OR 25/32" 8d 3"EDGE/G" FIELD �-
GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 0 11 � SCTM No.i000-43-05-08
2. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH HARDBOARD 8d (TABLE 3.9) Z 1 = 20 18,500 sfto TIE LINES
REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE PARTICALBOARD PANELS 8d (TABLE 3.9) SITE PLAN
APPROVED "LIST OF CERTIFIED WATER SAVING PLUMEING FIXTURES"AS PUBLISHED BY DIAGONAL BOARD SHEATHING
THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. I NG"OR I"I 2-8d PER SUPPORT GENERAL NOTES
3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE 'ERFORMED BY OR UNDER THE I"x I O"OR WIDER 3-8d PER SUPPORT
SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION, THE
PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF FLOOR SHEATHING
SOUTHOLD. 5TRUCURAL PANELS SCALE
REV
4. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ALL PERMITS, I"OR LE55 8d G"EDGE/ 1 2" FIELD .SEPT.. ,zoz3 NOTED
CERTIFICATIONS, LICENSES AND INSPECTIONS ASS REQUIRED BY LOCAL, STATE, AND GREATER THAN I" I Od G"EDGE/G" FIELD DRAWING NO.
FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE JURISDICTION. DIAGONAL BOARD SHEATHING FROM TABLE N 1 102. 1 .2 (P,402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
I'I OR I"I 2-8d PER SUPPORT
IN I O"OR WIDER 3-8d PER SUPPORT CLIMATE FENE5TRATION 51CY1.IGHT GLAZED CEILING WOOD FRAME MA55 WALL FLOOR BASEMENT SLAB CRAWL
ZONE U-FACTOR U-FACTOR FENE5TRATIN R-VALUE WALL R-VALUE R-VALUE R-VALUE WALL- R-VALUE R SPACE WALL
5HGC R VALUE DEPTH R-VALUE
4 0.35 0.55" 0.40 49 20 OR 13+5 8/ 13 19 10/ 13 10,2PT 10/ 13