HomeMy WebLinkAbout49797-Z QSOFFrt Town of Southold
6/20/2024
P.O.Box 1179
o -
co �: 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 45292 Date: 6/20/2024
THIS CERTIFIES that the building IN GROUND POOL
Location of Property: 1490 Kenneys Rd, Southold
SCTM#: 473889 Sec/Block/Lot: 59.-3-17.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
8/28/2023 pursuant to which Building Permit No. 49797 dated 9/27/2023
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:
accessory in ground swimming pool fenced to code as applied for.
The certificate is issued to 1490 Kenneys LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 49797 5/3/2024
PLUMBERS CERTIFICATION DATED
Aut r ed 'gnature
SUFFot,r TOWN OF SOUTHOLD
c°ay�� BUILDING DEPARTMENT
H g TOWN CLERK'S OFFICE
"may • 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#: 49797 Date: 9/27/2023
Permission is hereby granted to:
Arena, Allan
160 Malts Ave
West Islip, NY 11795
To: construct accessory in-ground swimming pool as applied for. Pool equipment must be
located a minimum of 25' from side and rear yard lot lines.
At premises located at:
1490 Kenneys Rd, Southold
SCTM #473889
Sec/Block/Lot# 59.-3-17.1
Pursuant to application dated 8/29/2023 and approved by the Building Inspector.
To expire on 3/28/2026.
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $250.00
CO- SWIMMING POOL $50.00
Total: $300.00
Building nspector
oF so�ryol
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
Q
P.O.Box 1179 G
,�► • yo sean.devlin(c-town.southold.ny.us
Southold,NY 1197.1-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Allan Arena
Address: 1490 Kenneys Rd city:Southold st: NY zip: 11971
Building Permit#: 49797 section: 59 Block: 3 Lot: 17.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Morrison Electric License No: 48402ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service
Commerical Outdoor X 1st Floor Pool X
New X Renovation 2nd Floor Hot Tub
Addition Surrey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
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 UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect - Switches 4'LED Exit Fixtures Sump Pump
Other Equipment: Intermatic Pool Panel 4 Circuit/4 Used, Pump 220GFI, Pentair Intellichlor, Lights
120GFI, Waterbond
Notes: Pool
Inspector Signature: Date: May 3, 2024
L
S. Devlin-Cert Electrical Compliance Form
hO�NOF SOUTyo6
# TOWN OF SOUTHOLD'BUILDING DEPT.
�yco 631-765-1802
qqjq-�- INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND4--- [ ] SULAT WCAULK NG
[ ] 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:
DATE INSPECTOR
�o�,aoF souryO� LI�I TOW 1 O'�1
* # "TOWN 1 F SOUTHOLD BUILDING DEPT.
o�m,�a� 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/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 Z ZLf� INSPECTOR
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o�gllffOl,��oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y �= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
oy�o• �ao� Telephone (631) 765-1802 Fax (631) 765-9502 hgps://www.southoldtovmny.gov
Date Received
APPLICATION FOR BUILDING PERMIT MM
D IE v - 1LD,
For Office Use Only r�PERMIT NO. Building Inspector.. Auc 2 s 2023
Applications and forms must be filled out in.their entirety..Incomplete BLMMING DEPT.
applications will not be accepted. Where the Applicant is not the owner,an TONVIN VX SOL?TE-Cl-D
Owner's Authorization form(Page 2)shall be completed.
Date:8/18/2o23
OWNER(S)OF PROPERTY:
Name:Roberts Premier Development Ilc sCTM#1000-59-03-17.1.
Project Address:1490 Kenney's rd Southold NY
Phone#:631-905-4789, 631-848-3507 FFM;711.david@djcustomhomes.com
Mailing Address:3 Sandie Lane Manorville NY 11949
CONTACT PERSON:
Name:James Roberts, David Roberts
Mailing Address:3 Sandie Lane Manorville NY 11949
Phone#`631-905-4789,631-848-3507 Email:david@djcustomhomes.com
DESIGN PROFESSIONAL INFORMATION: -
Name:Keri Kazel Architects
Mailing Address:2 Windmere Ct PO BOX 169 Speonk NY
Phone#:631-874-2925 Email:Keri@kazelarchitects.com
CONTRACTOR INFORMATION:
Name:DJ Custom Homes, Corp
Mailing Address:3 Sandie Lane Manorville NY 11949
Phone#:631-905-4789 Email:David@djcustomhomes.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
E Other 20'x ao'pool $50,000
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes ❑No
1
PROPERTY INFORMATION
Existing use of property: Residential Intended use of property:Slnl le family Home
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-80 this property? .❑Yes ®No IF YES, PROVIDE A COPY.
d Check Box After'Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building,code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name):James Roberts ❑Authorized Agent BOwner
Signature of Applicant: — Date: - X.7 - 94
CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
SS: No.01 BU6185050
) Qualified in Suffolk County
COUNTY OF
Commission Expires April 14,2_0*q
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
(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 !�( /�,�
a _day of� _ , 20� --L\ 111 1
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, residing at
do hereby authorize to.apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
. S�F�pjxe-. BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
a '+` Town Hall Annex - 54375 Main Road - PO Box 1179
`n Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
lamesh(a southoldtownny qov _ seand(c- outholdtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN.INFORMATION (All Information Required) Date: Jr
Company Name: P r I san t L�y I C-&As
Electrician's Name:4/),o WOY-r7fnan
License No.: ILIa`7� o� kn C— Elec. email: ! " G !hP✓1
Elec. Phone No: &,5/• 47& gb01v ❑I requesttantail cop f Certificate of Compliance
Elec. Address.: 1 A4 in a►'` .
JOB SITE INFORMATION (All Information Required)
Name: e �jS �f'Y) C.t�'S ?iV✓
Address:
Cross Street:
Phone No.:
Bldg.Permit #: email:
Tax Map District: 1000 Section: Block: Lot:
BRIE ESCR I N WORK,, IN LUDE S UARE 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 1 P2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
BUILDING DEPARTMENT- Electrical Inspector
G FFUE,��o TOWN OF SOUTHOLD
o Town Hall Annex - 54375 Main Road - PO Box 1179
?; Southold, New York 11971-0959
y� ap Telephone (631) 765-1802 - FAX (631) 765-9502
lamesh(p�-south oldtownn�gov seand ansoutholdtownn .qov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN.INFORMATION (All Information Required) Date:
Company Name: Moir r.166an ff a 4 rl C_4Js
Electrician's Name- OY'r7cT
License No.: y a`1ti oa kAC— Elec. email: ` ,G IhA.2 .
Elec. Phone No: (�3/• 478. 8bO(y El I request an email cop f Certificate of Compliance -
Elec. Address.: / ► ago '74
JOB SITE INFORMATION (All Information Required) b
Name: a �j.U/S ✓�f'17 C�1� ojelv.
Address: i4lqo
Cross Street:
Phone No.:
Bldg.Permit#: LA OI—.) email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF SCRIPTI WORK4INLUDE SQUARE FOOTAGE (Please Print Clearly):
i
Square Footage:
Circ *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 1 2 D H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
w
f
5,
PERMIT# Address:
Switches
Outlets
G F I's I
Surface
Sconces
H H's
UC Lts Fridge H W POOL
Fans Mini Fr. W/D PanelPump
Exhaust Oven Sump Heater._
Trnsfmr
Smokes DW Generator Salt Gen.-Fw9-,5V<
Carbon Micro GrbDis
Water Bond
Lights �-
Heat Pucks , ERV
Inst Hot DeHum Transfer HOT TUB/SPADisc
Combo Cooktop Minisplit Blower
AC AH Hood Blower
Service Amps Have Used
Sub Amps Have Used ,
Comments 9� /`t-� U - ✓�
� Gn U e � C �
CARPENTRY AND LUMBER: TABLE R301.2(1) THESE PLANS HAVE BEEN DESIGNED
2020 RESIDENTIAL CODE of NEW YORK STATE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR COMPLIANCE WITH THE:
1. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. 1.FOR C RESIDENTIAL CODE OF NEW YORK STATE
LUMBER IS BE FURNISHED AND INSTALLED COMPLETE WITH ALL FASTENERS,ANCHORS,BLOCKING,BRIDGING,SADDLES, GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE WINTER AIR MEAN 2.2020 ENERGY CONSERVATION CODE OF NYS.
HANGERS,ECT.,REQUIRED TO COMPLETE THE JOB. ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH 3.WIND DESIGN COMPLIANCE AS PER
AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST HANGERS,CONNECTORS,BRIDGING,AND OTHER SPECIAL SNOW SPEED TOPOGRAPHIC SPECIAL WIND WINDBORNE WIND EXPOSURE DESIGN FROST LINE DESIGN FLOOD FREEZING ANNUAL
CONNECTIONS AND HARDWARE MUST ALSO BE INSTALLED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK LOAD O (MPH) EFFECTS k REGION' DEBRIS ZONE CATEGORY d CATEGORY f WEATHERING DEPTH TERMITE TEMP a HAZARDSg INDEX I TEMPI 2020 RESIDENTIAL CODE OF NEWYORK STATE
STATE. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED,THEY SHALL BE FURNISHED IN ADEQUATE 4. ENERGY COMPLIANCE PRESCRIPTIVE AS PER N1102
NUMBER AND SIZE AND SHALL COMPLY WITH THE RECOMMENDED NAILING SCHEDULES IN THE CONSTRUCTION DOCUMENTS. 20 PSF <140 NO NO NO D B SEVERE 36" MOD TO HVY 11° F X 618 52.1°F 5. FLOOD-RESISTANT CONSTRUCTION PER TOWN OF
MANUAL J DESIGN CRITERIA SOUTHOLD CONSTRUCTION STANDARDS,
GENERAL NOTES: CONCRETE WORK: RCNYS SEC R322,AND ASCE 240 14.
2. ALL STRUCTURAL FRAMING LUMBER SHALL BE#2OR BETTER HEM-FIR,FB=850 PSI AND E=1,300,000 PSI UNLESS OTEERWISE ELEVATION LATITUDE WINTER HEATING SUMMER COOLING ALTITUDE INDOOR DESIGN DESIGN TEMPERATURE COOLING HEATING TEMPERATURE DIFFERENCE 6. ENGINEERED WOOD PLACARD NOTES
1.CONTRACTORS SHALL VERIFY ALL JOB AND FIELD CONDITIONS AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS 1. ALL CONCRETE SHALL BE AIR-ENTRAINED STONE CONCRETE W.3500 PSI CONC.FOR EXTERIOR STAIRS(CELLAR ENTRANCE) INDICATED OR SELECTED FROM TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MANUAL AND/OR SHOWN ON CORRECTION FACTOR TEMPERATURE REQUIRED ON PLANS PER TITLE 19
TO INSURE THE PROPER STRENGTH,FIT,AND LOCATION OF WORK. REPORT,IN WRITING,TO THE ARCHITECT AND AND SHALL DEVELOP A MINIMUM TOTAL COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. CONCRETE SLABS ON GRADE ACCOMPANYING STRUCTURAL CALCULATIONS. ALL HEADERS SHALL BE HEM-FIR,FB=850 PSI UNLESS OTHERWISE SHOWN ON 40'N 12.5° 84° 1 700 75°DRY BULB 63'WET BULB 57.5° NYCRR PART 1265.4
ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT PROPER DETAILS. 7.TOWN OF SOUTHOLD ZONING&
TO BE REINFORCED WITH W.W.F.6x6-10/10.
EXECImONANDCOMPLET►ONOFTHEWORK. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY CONSTRUCTION CODES.
2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE IRCONYS,OSHA,AND THE 2.ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS,CONFORMING TO ASTM A615-60.REINFORCEMENT 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE WITH EXTERIOR GLUE SHALL MEET THE DIFFERENCE HEATING COOLING WET BULB
LOCAL TOWN OR VILLAGE BUILDING CODE,LATEST EDITION. MESH SHALL CONFORM TO ASTM A185 AND A82. REQUIREMENTS OF THE LATEST EDITION OF THE US PRODUCT STANDARD PS-I AND SHALL BE IDENTIFIED WITH THE 9 1 15 1 7.5 1 71.5° 1M 30% 45%-55%
APPROPRIATE GRADE TRADEMARK OF THE AMI RICAN PLYWOOD ASSOCIATION. ALL ROOF PLYWOOD TO BE 5/8"TMCK AND
3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR,OR SHOWN,ON THE ALL WALL PLYWOOD TO BE 1/2"THICK. For h 1 pound per square foot=OA479 strekPa,ngth
1 mile per hour=0.447 masonry
Q � 3.DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE a.Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost fine depth strength required for weathering span govern. TABLE R301.7
DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SETFORTH ON THE DRAWINGS MAYBE LATEST ACI BUILDING CODE,ACI 318 AND ACI 315. The weathering column shall be fined in with the weathering index,"negligible.""moderate"or'severe for concrete as determined from Figure R301.2(4).The grade of masonry units shall be determined ALLOWABLE DEFLECTION
MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY 4. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE,OR EXPOSED TO THE ELEMENTS MUST BE from ASTM C34,C55,C62,C73,C90,CI29,C145,C216 or C652. TABLE R301.5
UIRED BY THE CODE. 4.FOUNDATION WALLS AND FOOTINGS TO BE POURED STONE CONCRETE OF THICKNESS SHOWN ON DRAWINGS. PRESSURE TREATED TO DEFINITE RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS Cl AND C2 b.Where the frost line depth requires deeper footings all indicated in Figure R403.10Q,the frost fine depth strength required for weathering shah govern_The Jurisdiction shall fill in the frost ills depth MINIMUM UNIFORMLY
OF STRUCTURAL MEMBERS
column with the minimum depth of footing below finish grade.
FOR WATER BOURNE PRESERVATIVE TREATMENT. c.The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history oflocat subterranean termite damage. ALLUVVABLL
4.DO NOT SCALE THE DRAWINGS. ANY DISCREPANCIES SHALL BE REPORTED,IN WRITING,TO THE ARCHITECT 5. ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE. ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF d.The jurisdiction shah fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(5)Aj.Wind exposure category shall be determined on a site-specific basis in accordance DISTRIBUTED LIVE LOADS (PSF) STRUCTURAL MEMBER DEFLECTION
FOR CLARIFICATION. with Section R301.2.1.4. RAFTERS HAVING SLOPES GREATER THAN 3:12 W/ U180
36"BELOW FINISHED GRADE. 5. WHHERE TRUSS RAFTERS,ROOF TRUSSES GIRDER TRUSSES AND OTHER PREFABRICATED FRAMING IS INDICATED STRUCTURAL e.The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for Winter from Appendix D of the Plumbing Code of New York State.Deviations from the Appendix D FINISHED CEILING NOT ATTACHED TO RAFTERS
5. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES.ALL , , temperatures shall be pennitted to reflect local climates or local weather experience as determined by the building official.[Also see Figure R301.2(1).] USE LOAD
SLOTS,SLEEVES,AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. 6. A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET TO BE LAID UNDER BASEMENT OR CELLAR SLABS ON GRADE. CALCULATIONS AND DETAIL DESIGNS PREPARED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER MUST BE f.The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1.
SUBMITTED FOR REVIEW, g.[NY]To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes.Rules and Regulations of the State of New York(NYCRR)shah adopt a UNIHABITABLE ATTICS WITHOUT STORAGE 10 INTERIOR WALLS AND PARTITIONS H/180
flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance
6. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING,SHORING,ETC. MASONRY: Study for the community,as amended or revised with: UNIHABITABLE ATTICS WITH LIMITED STORAGE 20 FLOORS L/360
(TEMPORARY AND/OR PERMANENT)AS REQUIRED FOR THE SAFE INSTALLATION OF NEV 6. PROVIDE APPROVED WOOD BRIDGING AT WOOD FLOOR JOISTS @8'-0"O.C.MAXIMUM SPACING. SECURE BOTTOM OF I.The accompanying Flood Insurance Rate Map(FIRM), HABITABLE ATTICS AND ATTICS 30
CONSTRUCTION. 1. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS OF ASTM C-90 AND SHALL BE HOLLOW, BRIDGING AFTER SUBFLOOR HAS BEEN NAILED. ii.Flood Boundary and Fl a alongdway Map any
nevi,and
LOAD-BEARING CONCRETE BLOCK,GRADE N. ALL MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF iii.Related supporting data along with any revisions thereto. SERVED WITH FIXED STAIRS CEILINGS WITH BRITTLE FINISHES U360
7.ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURALVE I LAIION TO BE VENTED AS PER TABLE M1505AA:PROVIDE A SWITCH The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. BALCONIES(EXTERIOR)AND DECKS 40 (INCLUDING PLASTER AND STUCCO)
]000 PSI.MORTAR SHALL CONFORM TO THE SPECIFICATIONS FOR MORTAR FOR UNIT MASONRY ASTM C-270 AND SHALL BE h.In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history oflocal damage from the effects of ice damming,the jurisdiction shallCONTROLLED EXHAUST FAN WITH A CAPACITY OF 50 CBI INTERMITTENT OR 20 CFM CONTINUOUS. 7. ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECTFICATICNS. fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." FIRE ESCAPES 40
TYPE S MORTAR. ALL MASONRY WALLS AND CORNERS TO BE PROPERLY BONDED. I.The jurisdiction shall fill in this part of the table with the 100-ear return period air freezing index(BF-days) CEILINGS WITH FLEXIBLE FINISHES L/240 "
y p ( ays)from Figure R403.3(2)or the 100-year(99 percent)value on the National Climatic Data GUARDS AND HANDRAILS 200
8.REFER TO STRUCTURAL MECHANICAL,]ELECTRICAL,AM)PLUMBING DRAWINGS FOR ADDITIONAL APPLICABLE 2. COMMON FIREWALLS BETWEEN ATTACHED HOUSING UNITS TO BE 8"CONCRETE BLOCK ON A POURED CONCRETE 8.ALL INTERIOR SURFACES OF PARTITIONS,WALLS,AND CEILINGS SHALL BE COVERED WITH 1/2"THICK GYPSUM(WAIL BOARD. Center data table"Air Freezing Index-USA Method(Base 32•F).• (INCLUDING GYPSUM BOARD)
SB"THICK FIRECODE GYPSUM WALL BOARD SHALL BE USED ON WALLS AND CEILINGS IN GARAGE. 5/8"THICK MOISTURE I.The jurisdiction shalt fill in this part of the table with the mean annual temperature from the National Cimatic Data Center data table"Air Freezing Index-USA Method(Base 32*1)- GUARD IN-FILL COMPONENTS 50
NOTES AND SPECIFICATIONS FOUNDATION AND FOOTING AS SHOWN ON DRAWINGS. RESISTENT GYPSUM WALL BOARD SHALL BE USED ON ALL BATHROOM WALLS AND CEILINGS.WONDER BOARD SHALL BE USED k.In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the jurisdiction shag fig In this part of the PASSENGER VEHICLE GARAGES 50 ALL OTHER STRUCTURAL MEMBERS U240
table with'YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table.
9.MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO:FINISIiES,LIGHTING,COURSING,DIMENSIONS,HEIGHT, ON WALLS OR CEILINGS WHERE CERAMIC OR STONE FINISHED WILL BE USED IN BATHROOMS. I.In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fig in this part of the table with-YES'and identify any specific ROOMS OTHER THAN SLEEPING ROOMS J____
0
3. CONCRETE MASONRY WALL REINFORCEMENT SHALL BE OF NON-CORROSIVE TRUSS-TYPE METAL APPROVED BY THE EXTERIOR WALLS-WIND LOADS HI360
requirements.Otherwise,the jurisdiction shall indicate"NO'in this part of the table. SLEEPING ROOMS 0
ALIGNMENT,ETC.MOVE AND RELOCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORK THAT MAY BE ARCHITECT.HORIZONTAL,CONTINUOUS TRUSS REINFORCF.MENf SHALL BE PROVIDED AND INSTALLED AT EVERY SECOND " " m.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-bome debris wind zone(s).Otherwise,the jurisdiction shall Indicate"NO"in this part of the table. WITH PLASTER OR STUCCO
9. ALL EXTERIOR WALLS TO BE 2X6 WOOD STUDS UNLESS NOTED OTHERWISE @16 O.C.WITH 1/2 PLYWOOD COVER D WMI
CONCEALED IN WALLS OR CEILING BEING REVISED TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. COURSE.VERTICAL SPACING OF REINFORCING MUST NOT EXCEED 16". WALLS SHOULD BE BRACED DURING CONSTRUCTION .The jurisdiction shall fill in these sections of the table to establish the design criteria using Table la or 1 b from ACCA Manual J established at determined by the jurisdiction. STAIRS 15#ASPHALT SATURATED FELT OR OTHER APPROVED EQUAL. ALL WOOD STUD BEARING WALLS AND PARTITIONS SLPPORTING o.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301 2(6)for sites att 1,elevations up to 1,000feet Sites at elevations above 1,000test shall haveEXTERIOR WALLS-WIND LOADS H/240
UNTIL THEY ARE ADEQUATELY ANCHORED TO THE FLOOR AND ROOF SYSTEMS. WOOD TRUSSES OR JOISTS TO BE CONST.SO THAT A STUD IS LOCATED AT THE BEARING POINT OF EACH WOOD TRUSS OR JOIST. their ground snow load increased from the mapped value by 2 psffor every 1,000 feet above 1,000 feet
10. PROVIDE A MINIMUM 18"X 24"ACCESS OPENING TO ALL CRAWL SPACES AS PER SECTION R408.4 RCONYS. WHERE , WITH OTHER BRITTLE FINISHES
MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE,PROVIDE ACCESS AS PER SECTION M U05.1.3 OF THE RCONYS. 4. ALL CONCRETE MASONRY UNIT WALLS TO BE LAID UP IN RUNNING BOND SET IN FULL MORTAR BEDDING. ]0. WOOD STUD WALLS OR PARTITIONS EXCEEDING WIN HEIGHT SHALL HAVE STUDS BRIDGED OR ADEQUATELY BRACED FIRST FLOOR LIVING AREA: 2,172 S F EXTERIOR WALLS-WIND LOADS H/120
VENTILATE ALL CRAWL SPACES AS PER SECTION R408.2 OF THE RCONYS:THE MINIMUM NET AREA OF VENTILATION AT INTERVALS NOT EXCEEDING 8'VERTICALLY IN AN APPROVED MANOR.
OPENINGS SHALL NOT BE LESS THAN I SF.FOR EACH 150 SF.OF UNDER FLOOR SPACE AREA. ONE SUCH VENTILATING OPENING 5.ALL EXTERIOR BRICK AND INTERIOR STONE MASONRY VENEER MATERIALS SHALL BE IN COMPLIANCE WITH ANSI SECOND FLOOR LIVING AREA: 2,522 SF NTH FLEXIBLE FINISHES
SHALL BE WITHIN 36"OF EACH CORNER OF THE BUILDING. BUILDING CODE REQUIREMENTS. BRICK QUALITY SHALL BE SW GRADE AND SET IN TYPE S MORTAR TOOLED JOINTS AS 1 L PROVIDE FIRFSTOPPMG AT ALL WALLS,PARTITIONS,FIREPLACES,CHIMNEYS,AND ALL OTHER CONCEALED SPACES AS PER ® FRONT COVE RED PORCH: 374 S F LINTELS SUPPORTING MASONRY U600
DIRECTED BY ARCHITECT. T11. PROVIDE ATTIC ACCESS AS PER SECTION R807.1 OF THE RCONYS: ATTIC ACCESS OPENINGS SHALL NOT BE LESS THAN SECTIONS R602.8 AND R1001.12 OF THE RCONYS. WELL REAR COVERED PORCH: 374 SF VENEER WALLS
22"X 30"AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. A 30"MIMMUMI 6. FIRE BRICK MORTAR,FLUE LINING,DAMPER AND OTHER REQUIRED ASSOCIATED ACCESSORIES SHALL BE FURNISHED SIDE COVERED PORCH: 21 S F
UNOBSTRUCTED HEADROOM[IN THE ATTIC SPACE SHALL BE PROVIDED @ SOME POINT ABOVE THE ACCESS OPENING. AND INSTALLED IN STRICTS ACCORDANCE WITH THE NEW YORK STATE FIRE PREVENTION,BUILDING,AND ENERGY CODES. 12. INSULATION IN ALL EXTERIOR FRAME WALLS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-15. INSULATION IN R301.2.2.2
WHERE MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC,PROVIDE ACCESS AS PER SECTION M 1305.1.2 OF THE RCONYS. ROOF CEILINGS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-30. INSULATION AT LIVING SPACE ABOVE GARAGE TO NIO F GARAGE: 962 S F
7.FURNISH AND INSTALL MASONRY VENEER METAL TIES OF APPROVED DESIGN AT THE RATE OF ONE TIE FOR EACH 300 LP'E'N'NW
Y WEIGHTS OF MATERIALS (PSF)
BE R-30. COMMON WALLS AT ATTACHED UNITS SHALL HAVE FIBERGLASS BATTS OF R-15 AT EACH SIDE. ALL INSULATION LLGEOR'GEv Iv12. REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS,SIGNED BY ALL SUBCONTRACTORS SQUARE INCHES OF WALL SURFACE WITH SPACING NOT TO EXCEED 25 INCITES IN HORIZONTAL OR VERTICAL DIMENSIONS. TO HAVE A VAPOR BARRIER SURFACE EXPOSED TO HEAED SPACE.
AND MAERIAL SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR. TOTAL Li VING AREA: 4 685 SFDEAD
STRUCTURAL STEEL: L) + USE LOAD
,_,_,j
13. ALL STAIRS AND HANDRAIS SHALL COMPLY WITH SECTIONS R311.7 OF THE RCONYS: THE MAXIMUM]RISER HEIGHT SHALL I 7.3
13. ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL CODE AND NEW YORK STATE BE 8 1/4"AND THE MINIMUM TREAD DEPTH SHALL BE 9INCHES,UNLESS OTHERWISE NOTED ON PLANS. STAIRWAYS SHALL I
BOARD OF FIRE UNDERWRITERS.THE FINAL CERTIFICATE OF APPROVAL MUST BE SUBMITTED TO THE OWNER PRIOR TO 1. ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM WITH ASTM A36. NOT BE LESS THEN 36"IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED I COMBINED ROOF AND CEILING ASSEM LI ES 15 PSF
FINAL PAYMENT 2.THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF THE STAIRWAY AND THEMNFUUM4 FLOOR ASSEMBLIES 10 PSF
EDITION OF THE AISC SPECIFICATION. CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALLNOT BE I EXTERIOR LIGHT-FRAME WOOD WALLS 15 PSF
14. ALL MATERIAL SHOWN ON DRAWINGS SHALL BE CONSIDERED NEW UNLESS NOTED OTHERWISE LESS THAN 31.5"WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27" WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. I INTERIOR LIGHT-FRAME WOOD WALLS 10 PSF
15. REMOVE ALL RUBBISH AND DEBRIS RESULTING FROM WORK.SITE TO BE KEPT IN BROOM CLEAN CONDITION 3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 E70 SERIES ELECTRODES AND
THROUGHOUT ALL PHASES OF WORK. A307 BOLTS WITH LOCK WASHERS. SA S 410 57' 50" E 186.26'
4. PAINT ALL STEEL ONE SHOP COAT OF RUST INHIBITIVE PAINT AND FIELD TOUCH UP EXCEPT FOR AREAS TO BE WELDED. 14. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE PRACTICE,RECOMMENDATIONS OF - - - - - - - - -
16.THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR MANAGEMENT. MA AND IN CONFORMANCE WITH THE RCONYS,INCLUDING THE FOLLOWING: CORNER CORNER
COLOR TO BE GREY UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. ELEVATION ELEVATION
17. PROVIDE OWNER WITH ALL NECESSARY CERTIFICATES OF INSURANCE. 35.5' 32.5'
5. ALL STRUCTURAL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER IN COMPLIANCE WITH THE AMERICAN A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK M THEIR PROPER PLACE. BRACT;PLUMB,AND LEVEL ALL MEMBERS
11
18, GUARANTEE IN WRITING ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM FROM FINAL WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE. AND SECURE WITH SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. ?3.SlNTS I
ACCEPTANCE BY OWNER. B. PROVIDE SOLID SURFACES AT ALL CORNERS AT LEAST 11/4"WIDE IN BOTH DIRECTIONS FOR SECURING SUBFLOORING, I CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR
6. ALL WALL-BEARING BEAMS TO HAVE STANDARD ANGLFS,ANCHORS,AND BEARING PLATES UNLESS OTHERWISE NOT® DRYWALL,ITC...FOIRM SURFACES WITH FRAMING MEMBERS OR WITH 2"WOOD BLOCKING SECURED WITH AT LEAST""WO
19.THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE MINIMUM STANDARDS OF 2020 ENERGY ON DRAWINGS. 8D NAILS AT EACH END. MAINTAINING JOB SITE SAFETY DURING THIS PHASE
CONSERVATION CODE OF NEW YORK STATE AND THE 2020 RCONYS. SUFFOLK COUNTY WATER AUTHORITY OF WORK&SHALL COMPLY WITH ALL APPLICABLE
MOISTURE PROTECTION: SCTM10OM9-3-16.s FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING
20. ANY DEVIATION FROM THE CONSTRUCTION DOCUMENT'S WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL C. PROVIDE DOUBLE JOISTS,TRUSSES,AND HEADERS AT WATER CLOSET DRAM BENDS AND AT ALL VENT AND MECHANICAL _ _ _ _ _ __ _ _ _ _ _
BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 1.FOUNDATION WALL EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF FOOTING TO WITHIN 12"OF GRADE WITH OPENINGS TWO FEET OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED BY ARCHITECT. BUT NOT LIMITED TO BUILDING CODES, OSHA
REGULATIONS. LIFE SAFETY CODES,&HAZARDOUS
21.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE,ARCHITECT OF ANY CONDITIONS WINCH MAY AFFECT THE DESIGN
THE APPLICATION OF TWO TROWEL COATS OF BITUMINOUS MASTIC SEPARATED BY A LAYER OF ASPHALT-SATURATED MESH. D. TAIL JOISTS OVER FOUR FEET LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS OR HANGERS AND I MATERIAL REMOVAL&DISPOSAL.OR CONSTRUCTION OF THE WORK. 2. ALTERNATEMATERIAL FOR FOUNDATION WALL PROTECTION TO BE A RUBBERIZED ASPHALT INTEGRALLY BONDED TO SPIKED SECURELY UNLESS SUPPORTED ON A WALL OR GIRDER.
POLYETHYLENE SHEET BTFUTHENE AS MANUFACTURED BY W.R.GRACE COMPANY OR APPROVED EQUAL. INSTALLATION TO I THE CONTRACTOR SHALL INDEMNIFY&HOLD
22.THE LAYOUT OF THE HEATING&COOLING SYSTEMS,TO BE DESI GNED BY THE APPROPRIATE SUBCONTRACTORS, AND E. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH THE
COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. EXTRA PRECAUTIONS OR PROVISIONS ARE REQUIRED RECOMMENDED NAILING SCHEDULE INCLUDED IN THE CONSTRUCTION DOCUMENTS AND AS NOTED: EST HOLE DATA HARMLESS THE OWNER,THE ARCHITECT,AND
SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS. DURING INCLEMENT WEATHER AND SITE CONDITIONS TO ENSURE SATISFACTORY PERFORMANCE OF THE WORK. McDONALD GEOSCIENCE THEIR AGENTS&EMPLOYEES FROM AND AGAINST
23.TITESE CONSTRUCTION DOCUMENTS,AND ALL COPYRIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE 3.TERMITE PROTECTION OF APPROVED TYPE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R317 OF THE RCONYS. 1•STUDS NOT LESS THAN 2X4 @16"O.C.DOUBLED AROUND OPENINGS AND TRIPLED AT CORNERS. 02/08/23 ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES
ARCHITECT AND CANNOT BE USED FOR ANY OTHER MEANS 2. PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER.FRAMING TO SUIT WORK OF OTHER TRADES. EL 290 oaRKeRowNLoavoL ARISING OUT OF OR RESULTING FROM ANY OF THE
4. FLASHING TO BE PROVIDED AT ALL HEADS AND SILTS OF DOORS AND WINDOWS,CHIMNEYS,AND GRAVEL STOPS 3. a ITEMS LISTED ABOVE.
24. ALL HABITABLE AREAS SHALL BE VENTED AS PER SECTION R303.1 OF THE RCONYS:AGGREGATE GLAZING SHALL NOT BE INCLUDING ALL INTERSECTIONS OF ROOVFS WITH VERTICAL OR SLOPING SURFACES SUCH AS VALLEYS,MPS,RIDGES,AND 4. PROVIDE TWO 2X4 STUDS AT THE END OF HEADERS UNLESS OTHERWISE NOTED ON DRAWINGS. os
LESS THAN 8%OF THE FLOOR AREAS OF SUCH ROOMS&THE MINIMAL OPENABLE AREA TO THE OUTDOORS SHALL BE 4%OF OTHER ROOF PENETRATIONS. MATERIALS FOR BASE AND CAP FLASHING AT MASONRY TO BE 16 OUNCE COPPER AND SILL 5. PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES,JOISTS,RAFTERS,AND GIRDERS,ETC... T I BRowNsnTrSANn sM THE CONTRACTOR SHALL VERIFY ALL FIELD
THE FLOOR AREA BEING VENTILATED. FLASHING AT DOORS AND WINDOWS TO BE 3 OUNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE APPROVED. BLIND I Z VACANT 3' CONDITIONS AND NOTIFY THE ARCHITECT OF ANY
FLASH WITH APPROVED MATERIALS AT ALL INTERSECTING ROOF JUNCTURES. COORDINATE INSTALLATION OF ALL F. SUBFLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS.NAIL WITH 6D COMMON NAILS @6"O.C. WOODED) I BROWNCLAYEYSMO SC
25. ASSUME A SOIL-BEARING CAPACITY OF I TON AS PER TABLE R401.4.1 OF THE RCONYS. ANY UNSTABLE SOIUSUBSURFACE ALONG SUPPRED EDGES AND 10"O.C.AT INTERMEDIATE SUPPORTS. BREAK JOINTS IN ADJACENT COURSES.LOCATE END 4, CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE
CONDITIONS WHICH MY AFFECT THE STABILITY OF THE STRUCTURE SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE FEASTING WITH CARPENTRY,MASONRY,AND ROOFING TRADES. 10
JOINTS OVER SUPPORTS AND DRIVE NAILS I'LUSHORSLIGI-ITLY BELOW SURFACE.UNDERLAYMENT,WHERE REQUIRED, RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D.
CONTINUATION OF WORK. SHALL BE SIMILARLY INSTALLED. PALEBROWNSIL7YSAND SM
5. SKYLIGHTS TO BE OF SIZES SHOWN ON DRAWINGS,DOUBLE-INSULATED,SELF-FLASHING WITH INTEGRAL CURBS. y 14'
26. FINISH ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF R902.1 OF THE RCONYS. UNITS TO BE ALIGNED WITH SLOPING ROOF TRUSSES. G. ROOF SHEATHING SMALL BE LAID WITH FACE GRAM AT RIGHT ANGLES TO SUPPORTS. LOCATE END JOINTS OVER W aROWNCLAYEYSANOWGRAVEL SC THE ARCHITECT SHALL BE HELD HARMLESS BY ANY
6. CAULK AND SEAL WITH APPROVED MATERIAL ALL JOINTS AND INTERSECTIONS AS REQUIRED TO PROVIDE A POSITIVE
SUPPORTS AND STAGGER JOINTS. PROVIDE MIETALH-CLIPAT JOINTS AT SIDES OF PANELS WHEN SPACING OF THE SUPPORTS AGENCY FOR ANY"ERRORS&OMISSIONS"ON
27. SMOKE DETECTORS SHALL BE INSTALLED AS PER THE MINIMUM REQUIREMENTS OF SECTION R314 OF THE RCONYS: SMOKE WATER �
IS 24"O.C. I T71 PALE BROWN FINE SAND SP THESE DOCUMENTS.
ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY BARRIER AGAINST PASSAGE OF MOISTURE AND AIR AT ALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR
OF THE BEDROOMS,ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASL'MRENTS/CELLARS,BUT NOT INCLUDING H. FURRING,WHERE REQUIRED,TO BE TRUE TO LINE,NOT OVER 16"O.C.AND FASTENED SECURELY TO SUPPRUNG SLRFACE. ( WATER IN PALE BROWNF/NESAND SP THE CONTRACTOR IS SOLEY RESPONSIBLE FOR
FINISHES:
CRAWL SPACES AND UNINHABITABLE ATTICS. ti "METHODS&MEANS"OF CONSTRUCTION. THE
1. SAMPLES OF ALL FINISHES,MOLDINGS,HARDWARE;ETC...ARE TO BE SUBMITTED TO OWNER/ARCHITECT FOR APPROVAL 15. ALL FLOORS TO BE COVERED WITH CARPET SHALL HAVE ONE LAYER OF 3/4"LINDERLAYMRE'NT BOARD OR OTHER IT .1. ARCHITECT IS NOT RESPONSIBLE FOR FIELD
28. BUILDING STRUCTURAL MATERIALS OR ASSEMBLIES SUBJECT TO DETERIORATION SHALL CONFORM TO SECTION R317 OF THE PRIOR TO INSTALLATION. APPROVED EQUAL OVER SUBFLOOR. FLOORS TO BE COVERED WITH OAK FLOORING OR TILE SHALL HAVE ONE LAYER OF SUPERVISION.
RCONYS. 3/4'PLYWOOD SUBFLOOR NOTE WATER ENCOUNTERED
2. DRYWALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH US GYPSUM CO.INSTRUCTIONS.JOINTS SHALL BE TAPED 1
26'BELOW SURFACE
29.THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FOR THE PROPER COMPLETION OF THE WORK. ANY AND SPACKLED(3 COATS)READY TO PAINT. ALL CORNERS AND EXPOSED EDGES SHALL HAVE APPROVED METAL BEADS 16. ALL LUMBER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM THE WEATHER WITH A TARPAULIN
OMISSION IN THE DESCRIPTION DOES NOT RELIEVE THE CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN SPACKLED SMOOTH. OR HEAVY GAUGE PLASTIC. ALL WOOD MATERIAL SHALL BE STOCK-PILED ON WOOD DUNNAGE IN A RELATIVELY FLAT, I I
ACCORDANCE WITH ACCEPTED PRACTICE. DRY AREA.THE SAME PROTECTION SHALL BE PROVIDED DURING SHIPPING OR INSTALLATION. I I
3.COVER ALL WALLS AND ALL CEILINGS WITH 1/2'GYPSUM[BOARD. BATHROOM WALLS(TO BE PAINTED OR WALL PAPERED)
30.THE OWNER AND ARCHITECT HAVE THE AUTHORITY TO REJECT WORK THAT DOES NOT CONFORM TO THE DRAWINGS. AND CEILINGS SHALL RECEIVE M.R.GYPSUM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE THE SHALL ,��p,E D ARC •�
THE CONTRACTOR SHALL CORRECT ALL WORK REJECTED AT NO ADDITIONAL COST. HAVE WONDER BOARD INSTALLED. PROPOSED
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION "'EV rNGOOUND �°� rr
NARY ZEVGOLIS NARY VONKIFF J � I
31.THE CONTRACTOR IS OBLIGATED TO COMPLETE ALL ITEMS AS DESCRIBED IN THE FTNAL,REVISED PUNCH LIST AT THE 4.PROVIDE Sl8"TYPE X GYPSUM BOARD M GARAGE ON CEILING AND WALLS TO MAINTAIN ONE-HOUR FIRE RATING. ' loons J.vIRCILLO t POOL KErN voNaFF � � ��Ft� F N k �` �` J
PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER
CLOSEOUT OF THE CONSTRUCTION. PROVIDE SAME ON MECHANICAL ROOM WALLS AND CEILING AND ON ALL SHAFT WALLS. PUBLIC WATER R Z DWELLING e
32.THE ARCIRIECTSHALL NOT BE RESPONSIBLE FOR TTIEI'ERFORMANCEOF THE WOR[COF THE GENERAL CONTRACTOR CONSTRUCTION IN RESIDENTIAL STRUCTURES. �DTM'° 3'6.2 60'-5" SCTM 1DDO-5�I PUBLIC R7.2 -6" 6 �� t`
OR SUBCONTRACTORS NOR SHALL FIFISHE GUARANTEE THE PERFORMANCE OF THEIR CONRACTS. PLUMBING: (IN ACCORDANCE WITH TITLE 19 NYCRR PART 1265) I ';
1.PROVIDE ROUGHING INCLUDING SHUT-OFF VALVES,DRAINS,PIPING,VALVES,VENT LINES,TRAPS,ETC...FOR COMPLETE I N I � ��
33. IF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTS TO THE CHARACEROF THE DETAILS HE SHALL NOTIFY THE INSTALLATION. SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL
ARCHIECTPRIOR TOCONT]NUATIONOF THE WORK. CONSISTS OF A CIRCLE 6"IN DIAMETER,WITH A STROKE WIDTH OF 1/2".THE V_ 11111111.,
T' ��743-A �0
2.INSTALL OWNER-SELECTED PLUMBING FIXTURES AND FITTING PER DRAWING INSTRUCTION. PLEASE TAKE NOTICE THAT THE COV.POI. ,/ Q
SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR.THE CIRCLE N I F NE
34. BASEMENTS WITH HABITABLE SPACE&EVERY SLEEPING ROOM{SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE& (CHECK ALL THAT APPLY): o
RESCUE OPENING AS PER SECTION R310 OF THE RCONYS: EMERGENCY ESCAPE&RESCUE OPENINGS SHALL HAVE A SILL HEIGHT OF NOT 3. INSULATE ALL WATER PIPING. AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR, CONFORMING TO PROPOSED o0
MORE THAN44"ABOVE THE FLOOR AND SHALL HAVE A MINIMUM NET CLEAN OPENING OF5 SQUARE FEET. PANTONE MATCHING SYSTEM (PMS)#187.WHERE SIGN IS DIRECTLY NEW RESIDENTIAL -I r - 2SDWELTORY ICT 1
FRAME DWELLING I
4. ALL PLUMBING WORK SHALL COMPLY WITH CHAPER25OF THE RCONYS. APPLIED TO A DOOR OR SIDELIGHT, IT MAY BE A PERMANENT NON-FADING STRUCTURE 53'-7� `, #1490 I �
35. PROVIDE SAFETY GLAZING AS PER SECTION R308 OF THE RCONYS FOR ALL HAZARDOUS AREAS DEFINED UNDER SECTION R308.4 OF STICKER OR DECAL. SIGNS NOT DIRECTLY APPLIED TO DOORS OR TJ F.F.ELEV:32.5'
THE RCONYS: ALL GLASS LESS THANI8"ABOVE THE FLOOR SHALL BE TEMPERED. 5. PROVIDE ALL NECESSARY HANGERS,EXPANSION JOINTS,STRAPS,ETC...TO PROVIDECOMPLET'EINSTALLATION. SIDELIGHTS SHALL BE OF STURDY, NON-FADING,WEATHER RESISTANT ❑ ADDITION TO EXISTING ICLrI L
MATERIAL. RESIDENTIAL STRUCTURE j 4 GRAVEL GARAGE COV.POR. 44.-5' 1
36. INSTALLATION,LOCATION,AND VENTILATION OF ALL MECHANICAL SYSTEMS SHALL COMPLY WITH CHAPTER 13 OF TTIE RCONYS. 6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION AND WITH THE THE CONSTRUCTION TYPE 0� DRIVEWAY I
NEW YORK STATE DEPARTMENT OF HEALTH.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. DESIGNATION SHALL BE REHABILITATION TO EXISTING
37.FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL)AND TO 6"DIA "I","II","III","IV"OR'v"TO ❑ RESIDENTIAL STRUCTURE I Proposed Home for:
FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AID THE ROOF SPACE AS PER SECTION R602.8 OF HEATING AND COOLING: REFLECTIVE INDICATE THE CONSTRUCTION I DJ Custom Homes
THE RCONYS.MASONRY CHIMNEYS AND FIREPLACES SHALL COMPLY WITH SECTION R1001 OF THE RCONYS. RED PANTONE CLASSIFICATION OF THE II
1.PROVIDE FORCED HOT WATER BASEBOARD HEATNG SYSTEM DESIGNED BY MECHANICAL CONTRACTOR PMS)#187 STRUCTURE UNDER SECTION PLOT PLAN INFORMATION OBTAINED
( ` , TO BE CONSTRUCTED OR I I PLOT PLAN
38. GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SECTION R309 OF THE RCONYS: OPENINGS BETWEEN THE GARAGE AND V 602 OF THE BCNYS. FROM A SURVEY PREPARED BY I #149 0 Kenney's Road
2. ALL HEATING&COOLING EQUIPMENT SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS.. PERFORMED AT THE SUBJECT DONALD J.METZGER
RESIDENCE SHALL BE EQUIPPED WITH A 45-MINUTEFIRE-RATED DOOR ASSEMBLY EQU PPED WITH ASELF-CLOSING DEVICE.DUCTS IN I I SCALE: 1"=40-0
ELECTIVE PROPERTY REFERENCED � PECONIC SURVEYORS,P.C.
THE GARAGE AND DUCTS PENETRATING THE WALLS AND CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE . = DATED:FEBRUARY 1,2023 I
CONSTRUCTED OF A MINIMUM NUMBER 26 GAGE SWEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, WHERE PARTITIONS 3.COORDINATE WITH OWNER THE NUMBER OF ZONES AND LOCATIONS OF THERMOSTATS. WHITE TO THE LOWER RIGHT WILL � AREA=82,573 SQ.FT. REVISED:MARCH 8,2023 I C7 Southold, NY 117 63,
ARE USED TO SEPARATE VERTICALLY AN ATTACHED GARAGE FROM A DWELLING OR ITS ATTIC,THE PARTITION ASSEMBLY SHALL N 1/2"STROKE UTILIZE(CHECK EACH 1.896 ACRES
4.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. APPLICABLE LINE): 4 G) I .O Town of Southold
HAVE A 3/4 HOUR FIRF,RESISTANCE RATING. WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE GARAGE FROM TIE BOULDER o
RESIDENCE OF ITS ATTIC,SUCH CONSTRUCTION SHALL BEI'ROECTED WITH ONE LAYER OFS/8'TMCK TYPE"X"GYPSUM BOARD. ELECTRICAL: SIGNS IDENTIFYING THE TRUSS TYPE RETAININGDL
County of Suffolk
EXISTIANCE OF TRUSS m REFERENCED
TO 100
OPENINGS IN HORIZONTAL SEPARATIONS SHALL NOT BE PERMITTED EXCEPT WHERE THE RESIDENCE IS OTHERWISE PROTECTED BY ]p] r- REFERENCED TO
1. ALL ELECTRICAL POWER AND LIGHTING SHALL COMPLY WITH CHAPTER 34 OF TIME RCONYS AND WITH THE NYS ENERGY CODE. 10l CONSTRUCTION(TT) o
VERTICAL SEPARATIONS. DESIGNATION FOR STRUCTURAL CONSTRUCTION SHALL I NA VD 88
REGULATIONS C405OF THE NEW YORK STAEENERGY CODE. COMPONENTS THAT ARE OF TRUSS CONSISTS OF A CIRCLE 6"IN BRICK m
39. HABITABLE SPACES SHALL COMPLY WITH SECTION R303 OF THE RCONYS. PRE-ENGINEERED WOOD PIERS m CORNER I SCTM #: 1000 - 5 9 - 03 - 17.1
40. PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLABS. 2.POWER AND LIGHTING DISTRIBUTION SYSTEMS TO COMPLY WITH NECA,THE NATIONAL BOARD OF FIRE UNDERWRITERS, TYPE CONSTRUCTION DIAMETER,WITH A STROKE CONSTRUCTION(PW) j ELEVATION
AND ALL STATE AND LOCAL STANDARDS. WIDTH OF 1/2".THE SIGN
®TEST HOLE 29.6' 4"
"F" FLOOR FRAMING,INCLUDING EL.29.0' 7\.L �
41. ALL WORK SHALL COMPLY WITH THE NEW YORK STAT,FIRE PREVENTION AND BUILDINGCODE. BACKGROUND SHALL BE ❑ TIMBER CONSTRUCTION(TC) 1416.14' Cover Sheet
3.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL SERVICE LOCATION WITH UTILITY COMPANY. GIRDERS AND BEAMS N 410 57� 5 " W _ 175.0'
SITEWORK: REFLECCTIVE WHITE IN COLOR. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND APPROVAL OF WIRING,INSTALLATION OF FIXTURES "R" ROOF FRAMING THE CICLE AND CONTENTS
1. CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON APPROVED SITE PLAN. AND EQUIPMENT,AND FOR FINAL ACCEPTANCE OF THE ELECTRICAL INSTALLATION BY THE LOCAL ELECTRICAL INSPECTORS. SHALL BE REFLECTIVE RED IN IN THE FOLLOWING LOCATION(S) '
"FR"' FLOOR AND ROOF FRAMING COLOR CONFORMING TO CORNER Kerl Kazel Architecture
2.LOCAL OFFICIAL TO DETERMINE WHETHER CERTAIN TREES DESIGNATED TO REMAIN SHALL BE SAVED. RETAINED TREES (CHECK ALL APPLICABLE):
SHALL BE PROTECTED BY A 48"NIGH BARRIER SET 12"AWAY FROM THE TREE TRUNK FOR EACH I"OF TREE DIAMETER, I CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES,UNLESS INSTRUCTIONS.
NOTED TO BE PROVIDED BY OWNER PMS)#18 MATCHING SYSTEM ELEVATION q EL 272, KE N N EY'S ROAD q EL 30.4' PUBLIC WATER IN STREET
INSTALLED M STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 2 WJndemere Court
SUBJECT TO FIELD ADJUSTMENT. STORAGE OF CINSTRUCTION MATERIAL WITHIN BARRIER WILL BE PROHIBITED.THERE (PINS)#187.WHERE A SIGN IS FLOOR FRAMING,
SHALL BE NO FUEL STORAGE IN VICINITY OF TREE BARRIERS. 6.PROVIDE ALL OUTLETS,SWITCHES,DIMIMERS,ROUGHING,WIRE,JUNCTION BOXES,ETC...TO PROVIDE COMPLETE DIRECTLY APPLIED TO A DOOR ❑ INCLUDING GIRDERS P.O. Box 169
INSTALLATION. OR SIDELIGHT, IT MAY BE A AND BEAMS(F) Speonk,NY 11972 1
3. EXCAVATE FOR FOOTINGS TO MINIMUM DEPTHS DHOWN ON DRAWINGS.ENCOUNTERED SOIL TO BE UNDISTURBFS,VIRGIN PERMANENT NON-FADING 100' 100' Phone: 631-874-2925
SOIL WITH AN ALLOWABLE BEARING CAPACITY OF NOT LESS THAN ONE TON PER SQUARE FOOT. 7. ALL INTERIOR WIRE SHALL RUN CONCEALED AND ALL EXTERIOR WIRE SHALL BE RUN IN CONDUIT. STICKER OR DECAL. SIGNS NOT ❑ ROOF FRAMING(R)
DIRECTLY APPLIED TO DOORS 175 I 75 I Fax: 631-874-7377 .
4. STEP FOOTINGS,WHERE ELEVATION CHANGES,ONE VERTICAL TO TWO HORIZONTAL AS SHOWN ON DRAWINGS OR 8. OUTLET AND SWITCH LOCATIONS SHALL COMPLY WITH ACCEPTED PRACTICE,OUTLETS 12"AFF AND SWITCHES 42"AFF. FLOOR FRAMING AND WELL
WHERE ENCOUN]'EREDSOIL OR FIELD GRADE CONDITIONS REQUIRE CHANGES IN FOOTING ELEVATIONS. OR SIDELIGHTS SHALL BE OF X ROOF FRAMING(FR) ®WELL i I I 1 keri@kazelarchitects.COffi
9.LABEL PANEL BOARD OF ALL CIRCUITS. STURDY, NON-FADING, I I 1 1
LING DE
5,CONTRACTOR MAY BACKFILL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN DAYS OF CONCRETE CURE TIME USING WEATHER RESISTANT DWELLING DWELLING PUBLIC DWELWA ER PUBL CLLING WATER Date: July 20, 2023
PROPER CONSTRUCTION METHODS,MATERIAL,AND EQUIPMENT TO AVOID DAMAGE TO THE WALLS AND MEMBRANE 10. COORDINATE WITH ALL OTHER TRADES FOR LOCATIONS OF STRUCTURAL WORK,PIPING,ETC...TO AVOID CONFLICT. MATERIAL. SCTM 1000-59-7-14 I SCTM 1000-59-7-1 s
WATERPROOFING. ADEQUATELY BRACE WALLS PRIOR TO BACKF7LL. SCTM 1000-59-7-17.1 ( SCTM 1000-59-7-18 I
11. COORDINATE WITH OWNER ANY ADDITIONAL ELECTRICAL WORK THAT MAY BE REQUIRED THAT IS NOT INCLUDED Scale: As noted
6.REMOVE TOPSOIL AND OTHER SURFACE MATERIAL IN PREPARATION FOR POURING CONCRETE SLAB. INTERIOR SLABS ON IN THE CONSTRUCTION DOCUMENTS. ., Al
GRADE TO BE POURED ON COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL.
Project No.
6
APPROVED AS NOTED
CIA v -3B.P.#
I~E ` BY. RETAIN STORM WATER RUNOFF
NOTIFY BUILDING DEPARTMENT AT PURSUANT TO CHAPTER 236
631 765-1802 8AM TO 4PM FOR THE
FOLLOWING INSPECTIONS: OF THE TOWN CODE.
1. FOUNDATION-TWO REQUIRED
FOR POURED CONCRETE ,
2. ROUGH-FRAMING&PLUl\,46ING
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 ELECTRICAL
DESIGN OR CONSTRUCTON ERRORS INSPECTION REQUIRED
COMPLY WITH ALL CODES OF
NEW YORK STATE &TOWN CODES
AS REQUIRED AND CONDITIONS OF "NANIEMATEU
cni Tune n Tn ninl�aa_ E CLOSE POOL TQ-CODE.:
�`' :NUPON COMPLETIOIcI'r, ',
It�NidING BOARD 413EFORE"WAT.ER"
SgRt0�TRUSTEES
c
,JCCUPANCY OR
USE IS UNLAWFUL
IVITHOUT CERTIFICAT
-)F OCCUPANCY
1
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RETURN .
COMPLIES WITH: SE - 52o23
2020 CODE SECTION 303.2.1-303.4 SWIMMING POOLS, SPAS,
AND HOT TUBS FILTER
SECTION R326 OF THE RESIDENTIAL CODE OF NEW YORK
SECTION 3109 OF TY Bulldln
HE BUILDING CODE OF NEW YORK PUMP Department
SECTION N1103.12 1R403.12) RESIDENTIAL POOLS AND PERMANENT RESIDENTIAL SPAS Townf Southold
SECTION 3109.3.1.2 - 3109.7.4 POOLS AND SPA GATES,
BARRIERS
SECTION G106 ENTRAPMENT PROTECTION
SECTION G107 ALARMS
SECTION E4201 - E4312 ELECTRICAL CONNECTIONS FOR MAI
POOLS DRAI O
MIN N
3'AP T
POOL NOTES:
1. FOOL AND PROPERTY TO CONFORM TO CURRENT STATE AND LOCAL CODE,
ENERGY CONSERVATION ( R403.10) AND ELECTRICAL CODES.
2. POOL SHALL CONFORM TO ANSI / NSPI STANDARDS R326.3.1
3. SECTION R326.7 POOL ALARMS TO BE INSTALLED AS REQUIRED BY CODE.
4. INSTALL TEMPOARY PERIMETER BARRIERS AROUND CONSTRUCTION AREA
DURING CCNSTRUCTION. FINAL FENCING BARRIER PER R326.5. ALL GATE ACCESS
TO BE SELF-CLOSING AND SELF LATCHING / LOCKING PER CODE.
5. 3500 PSI POURED CONCRETE WALLS, MIN. 47"
6. FINE WASHED SAND BASE WITH PORTLAND MIX AT BOTTOM SUCTION
7" SOIL CONDITIONS AND SITE MANAGEMENT TO BE RESPONSIBILITY OF
CONTRACTOR. PROVIDE SOIL TEST IN POOR SOIL CONDITIONS. 40'
8. SEE SITE PLAN (BY CONTRACTOR) FOR POOL LOCATION. SETBACKS, VARIANCES,
AND OTHER STATE AND LOCAL REQUIREMENTS TO BE VERIFIED PRIOR TO
CONSTRUCTION.
9. DRAIN COVERS TO MEET CODE REQUIREMENTS (VIA.
10. POOL PATIO SURFACE TO SLOPE AWAY FROM POOL 1/4"T-O" AND AWAY FROM Ln
HOUSE IF CONNECTED. PROVIDE ADDITIONAL DRAINAGE IF NECESSARY.
11. INSTALL CLEAN BACKFILL, FREE CF CLAY AND ORGANIC MATTER. COMPACT CO
SOIL AS REQUIRED PRIOR TO PATIO INSTALLATION.
12. SUCTION OUTLETS PER ANSI / A.PSP-7. VERIFY IN FIELD PRIOR TO CONSTRUCTION
13. SURCHARGE NOT PERMITTED WITHIN 4' FROM SHALLOW AND 6' FROM DEEP ENDS.
14. GROUNDWATER IS MINIMUM OF 2 1/2' BELOW,BOTTOM OF DEEP END OF POOL 18, 12' —6' 4'
18. POOL EQUIPMENT LOCATION TO BE DETERMINED IN FIELD (MAINTAIN MINIMUM
SETBACKS AS REQUIRED). OF NE(y�
VINYL 3 D�FR O
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2'"TO VWSTE �---- HEATER ° '4 m - Of
FILTER _
Z 1(/
PUMP I SKINNER LINER O ®• 13 RERAR N�OA '
I Gil 4 14)VERTICAL "a .50
I 1/4" FOAM Y �D. 45"
PADDING )QN
�Q �v PENTAIR AUTOMATION, LED LIGHTS: .
FILTRATION, 140k ELECTRIC HEATER POOL A
I I
L------ABACK TO ► O.
POCI (G •A 3500 PSI
ClTICtA-WAL MAIN DRAIN - CONCRETE
WITH HYORGSTATIC VALVE AND , Josons Pool
-�- COLLECTOR TUBE IN GRAVEL BASE •! °
PIPING SCHEMATIC
NOT TO SCALE WALL DETAIL POOL TYPE: 20,,40 R7t rgle REV. SCALE N.T.S.
NOT TO SCALE DATE 8 30 23
1490 Kenneys Rd DRAWING NUMBER
Southold, NY 1 of 1