HomeMy WebLinkAbout52880-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52880 Date: 04/17/2026
Permission is hereby granted to:
Megan Man
240 Leonard St
Brooklyn, NY 11211
To:
Construct a deck and pool,spa combo addition to an existing single-family dwelling and legalize an
existing rear deck addition as applied for.
Premises Located at:
1070 Mill Creek Dr, Southold, NY 11971
SCTM# 13S 3-44
Pursuant to application dated 04/07/2026 and approved by the Building Inspector.
To expire on 04/16/2028.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition&Alteration $565.00
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
As Built Deck $485.00
CO Single Family Dwelling-Addition /Alteration $100.00
Total $1,450.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 lItelallL1
Date Received
APPLICATION MR BUILDING PERIMIT
For Office Use Only
f
PERMIT NO. Building Inspector:.
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:3/4/26
OWNER(S)OF PROPERTY:
Name: Robin Man scTM#sa00-135-3-44
Project Address: 1070 Mill Creek Drive, Southold, NY 11971
Phone#:917-868-1915 1 Email:robincman@gmail.com
Mailing Address: 1070 Mill Creek Drive, Southold, NY 11971
CONTACT PERSON:
Name: Krista Jones
Mailing Address:3685 Elijahs Lane, Mattituck, NY 11952
Phone#:631-335-8175 Email:milistonepropertyservices@gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name:John McNeill
Mailing Address:321 Riverside Drive, Riverhead, NY 11901
Phone#:516-376-8594 Email:john@mcneillarchitecture.com
CONTRACTOR INFORMATION:
Name: North Fork Pool Care
Mailing Address:9700 Main Road Mattituck, NY 11952
Phone#:631-298-4014 Email:Jason@northforkpoolcare.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure DAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $60,000
Will the lot be re-graded? ❑Yes FRINo Will excess fill be removed from premises? DYes El No
2
,,I PROPERTY INFORMATION
Existing use of property: residential _ Intended use of property:residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? ❑Yes WNo IF YES, PROVIDE A COPY.
N MiIL9f k 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 210AS of the New York State Penal law.
Application Submitted By(print name): Krista Jones RAuthorized Agent ❑Owner
Signature of Applicant: 4� , ', , ,,,�,;,�,M Date: L� 126
D.BUNCH
STATE OF NEW YORK) 2CONNIE
Public,Ste
of New York
SS: No.01 BU6185050
COUNTY OF ) Qualified In Suffolk County
G
Commission Expires April 14,2�0
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
day of �� , 20�
Notary Public
PROPERTY OW14ER AUTHORIZATION
(Where the applicant is not the owner)
I Robin Man residing at 1070 Mill Creek Drive, Southold, NY 11971
do hereby authorize Krista Jones to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
kmlh N1y Mar 6, 2026
Owner's Signature Date
Robin Man
Print Owner's Name
2
5a c6s 0 Ass-C3'sop"�
0ct }g}
321 RIVERSIDE DR
l
RIVERHEAD, NY 11901
516 376-8594
MON.
EL 10.0 �qT
DRY cs �'9iN
WELL
LAND N/F 40
OF ADO' �Et1P •�<v
PAUL & JO ANN MARKWARDT p�� v EL 9.6 rO
2�' SpBo
'sz.. EL 11. 5 PIPE
pQ 4p p MON.
22 �p EL 10.5
c 98' 18' �p
4 BEDROOM
SANITARY SYSTEM
Act ,`� O CyFO 25.5' 1,200� GAL. S.T.
DRYWELL o 28 (6) 8 DIAx2 DEEP POOLS Client Info
0a, o , 14.5 ROBIN AND MEGAN MAN
A 1070 Mill Creek Drive
\ • g, O�,S�- ~ Southold, NY 11971
LAND N/F .8 '� j<</r�c'�'�i, EL 11.2 29 co
OF /o> S,p . •S ti
MAASTRO RD LLC e�i o Project Info
MON. EL 9.2 Aq�F�� stso. 15 Q� �' ��� LAND N/F LEGALIZE EXISTING WOOD
0 / OF FRAMED DECK
�Q A- o�� STEVEN MANIGAULTE 1070 Mill Creek Drive
Southold, NY 11971
EXISTING �Q
WOOD EL 11.0�
DECK I ® 1
40 \_ I
�too cgs' � DRYWELL C-
O m
Q
J
00 nj�1 EL 10.
PROPOSED POOL,
LAND N/F RETAINING WALL &
OF WOOD FRAMED DECK LEGALIZE o o-
GEORGIA DUMAS 2010 9 8, EXISTING WOOD V
IRREVOCABLE TRUST FRAMED DECK o
c0
w
SITE CALCULTIONS:
LOT AREA: 22,530sf
N ~ EXISTING HOUSE: 1 ,744sf
o v
co EXISTING DECK: 481f o
ti PROPOSED DECK AND POOL: 966sf
LOT COVERAGE: 3,191 sf/ 22,530sf = 14.1%
O
ODJ G?,F-0 ADN AR
EL 8.0 t;
GUY PROJECT SCOPE: ,
MON. LEGALIZE EXISTING WOOD FRAMED DECK.
L_59, 68 CONSTRUCT NEW POOL WITH IN A RETAINING WALL AND 03VAI
U.P. EXTEND DECK. L' OP N '
�Q MON.
2� N.Y.STATE CODE COMPLIANCE NOTE..
,�� h• ry THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH PLOT PLAN/
05. w'�TER THE FOLLOWING CODES.
�� DR GARAGE
E V�i
L 2025 INTERNATIONAL BUILDING CODE
Cg
L 2025 INTERNATIONAL ENERGY CONSERVATION CODE
PLOT PLAN
2025 INTERNATIONAL FIRE CODE Drawn By Checked By
2025 INTERNATIONAL PLUMBING CODE J.E.M. J .E.M.
SCALE: 1" = 15'-0" 2025 INTERNATIONAL MECHANICAL CODE
2025 INTERNATIONAL FUEL GAS CODE Drawing No.
NFPA 70: NATIONAL ELECTRIC CODE (NEC),2020 EDITION A-0
Sheet 1 of 5
1
s
F
36'-0" 10'-0"
9'-7" 511 46'-0" i .
- 321 RIVERSIDE DR
- - - --� - - - - - - - - - - - - - - - - I o PROPOSED 5/4" COMPOSITE DECKING
RIVERHEAD, NY 11901
OVER 2x2 COMPOSITE SLEEPERS (516)376-8594
B7 B T OVER POURED CONCRETE SLAB B B
I � (10
IZ
-0 4'-0' Q �
w0
o N \ I
PROPOSED w N N I I II PROPOSED EXIST. 2x10 P.T. o 4'- " 14'- "
12'
x oN 28'x12' POOLo w D.J. @16 O.C.POOL nQ o
N
IIM I .,
r��, PROPOSED 5/4
i COMPOSITE
Tf
DECKING
A I o Zv A
PROPOSED 44 POST
I ON A 12"046"DEEP I `r
o POURED CONCRETE z° o
— — — — — — — — — — — — — — — — — — — I PIER TYP. I o o _ �t
I I �
DN - DN POST TO BE BOLTED
2x10 P.T. BEAM THOUGHT RIM BOARD
„ , „ , „ „ "
7 1 8-0 7-8 7-8 1/2 11 -5 1/2 10 -011 w/(2) 1/2"BOLTS Client Info
24-6 1/2" POST TO BE MOUNTED TO RETAINING ROBIN AND MEGAN MAN
o0 WALL W/SIMPSON STRONGTIE 1070 Mill Creek Drive
rn o U o FPBB44 POST BASE(PER Southold, NY 11971
X O MANUFACTURERS SPECS)
N
C14
44 POST ON A 10"046" Project Info
iv W DEEP POURED LEGALIZE EXISTING WOOD
� CONCRETE PIER TYP.
EXISTING
o _ _ ��` _ _ _ \��, _ _ FRAMED DECK
_ _ _ DECK
2x10 P.T. BEAM 1070 Mill Creek Drive
Southold, NY 11971
CV
U
p EXISTING 5/4" 00
N COMPOSITE v
rn DECKING
Ln
a� Q
wo a
2x10 P.T. LEDGER BOARD BOLTED TO EXISTING STRUCTURE
c
A A
O
BASEMENT LIVING ROOM p o
L
U
W �
N
FOUNDATION PLAN DECK PLAN
SCALE: 1/4" = 1'-0" SCALE: 1/4"' = 1'-0"
a�
v
0
1014 MID
CONSTRUCTION NOTES:
FOR COMPRESSIVE STRENGTH OF _k0
CONCRETE SEE TABLE R402.2 ON
DWG A.5 LEGEND � Oe N���
ANY/ALL LUMBER THAT COMES
INTO CONTACT WITH CONCRETE
SHALL BE ACQ NEW FOUNDATION
SEE DETAILS
ALL CORNERS OF THE FRAMING
TO BE CONTINUOUS STRAP DOWN NEW INTERIOR
WITHIN A MIN. OF 10% OF THE LEAST WALL&PARTITION FOUNDATION
HORIZONTAL DIMENSION NEW EXTERIOR AND DECK
COLLAR TIES TO LOCATED IN THE WALL
UPPER 1/3 RD OF THE ATTIC PLAN
BATH WINDOW TO CONFORM NEW WINDOW
TO THE HAZARDOUS GLAZING 0
REQUIREMENTS AS PER SECTION 308.4 NEW DOOR Drawn By Checked By
OF THE NEW YORK STATE RES. CODE. 1�
J .E.M. J.E.M.
TEMPERED GLASS REQUIRED AT
GLASS OPENINGS WITHIN 18"AFF HARDWIRE SMOKE
Sp
DETECTOR Drawing No.
BLOCK UNDERSIDE OF NON-BEARING
INTERIOR WALLS RUNNING PARALLEL O CO CARBON MONOXIDE A- 1
W/FLOOR JOIST. DETECTOR
Sheet 2 of 5
i
321 RIVERSIDE DR
RIVERHEAD, NY 11901
(516)376-8594
44P.T. POST AND RAILING W/
EXIST. PVC SIEVE,36"HIGH HANDRAIL
LIVING ,HORIZONTAL STEEL CABLE
ROOM BALUSTRADE TYP.
5/4 x 6 PVC DECKING ON
2x10 P.T. DECK JOISTS
@16"O.C.TYP. -C)
- - -1- - - - - - - - - - - _- - - - _
`r'..........
L� I _- - - - - - - - �I—�—j
5/4"COMPOSITE DECKING OVER I _ _
2x2 COMPOSITE SLEEPERS
J OVER P.C. SLAB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2x10 DECK JOISTS 16"O.C. TYP. L=
2x10 LEDGER BOARD (2)2x10 P.T. BEAM jk SOUTH ELEVATION
BOLTED TO EXISTING
EXIST. STRUCTURE SCALE: 1/4" = 1'-0"
GR DE y
BSMT.
44 P.T. POST ON A
10"DIA. BY 36"DEEP
P.C. FTG.TYP. `;', RETAINING WALL
AND POOL DESIGN
BY OTHERS Client Info
ROBIN AND MEGAN MAN
1070 Mill Creek Drive
Southold, NY 11971
SECTION A-A
SCALE: 114" = 1'-0"
Project Info
LEGALIZE EXISTING WOOD
36"HIGH HANDRAIL, FRAMED DECK
EXISTING PROPOSED HORIZONTAL STEEL CABLE 1070 Mill Creek Drive
BALUSTRADE TO MATCH Southold, NY 11971
44P.T. POST AND RAILING W/ EXISTING TYP.
PVC SIEVE,36"HIGH HANDRAIL,
' HORIZONTAL STEEL CABLE -v
BALUSTRADE TYP. --
a�
5/4"COMPOSITE DECKING OVER - o
2x2 COMPOSITE SLEEPERS - 514 x 6 PVC DECKING ON a
OVER P.C.SLAB - 2x10 P.T. DECK JOISTS - Q
@16"O.C.TYP.
2x10 P.T. DECK JOIST 16"o.c. (2)2x10 P.T. BEAM
GRADE GRADE
- - - - - - - - - - - - - - - - - - - - - - - - -
RETAINING WALL -1 �. .'1 4x4 P.T. POST ON A i � M I I Z O
AND POOL DESIGN .:. 10 DIA. BY 36"DEEP L - - - - - - - - - - - - - - - - - - - - - - - - - - - J
BY OTHERS P.C. FTG.TYP.
u
2x10 P.T. LEDGER BOLTED TO — — — 1 — _
RETAINING WALL w/5/8"x7" — — — — — v
SECTION B-B WEDGE ANCHOR. INSTALL5/8" EST ELEVATION
SCALE: 1/4" = 1'-0" DECK2WALL SPACERS
SCALE: 1/4" = 1'-0"
a�
v
0
<" V_ A "
PROPOSED EXISTING
t; Off.
UA
# CEP
CONSTRUCTION NOTES: ,
FOR COMPRESSIVE STRENGTH OF �+' C387az �
CONCRETE SEE TABLE R402.2 ON -- 4p t4
DWGA.5 LEGEND ANY/ALL LUMBER THAT COMES INTO CONTACT WITH CONCRETE
SHALL BE ACQ NEW FOUNDATION
SEE DETAILS
ALL CORNERS OF THE FRAMING
WITHIN ATO BE OMIN OF110% OF HS STRAPDEOLEAST WALLNTERIOR PAR TION GRADE -
HORIZONTAL DIMENSION I o I SECTIONS &
NEW EXTERIOR
COLLAR TIES TO LOCATED IN THE WALL I
ELEVATIONS
UPPER 1/3 RD OF THE ATTIC
NEW WINDOW rL-- - - - - - - - - - - - - - - - - - - - - - - - - - --� � U U I
BATH WINDOW TO CONFORM A I
TO THE HAZARDOUS GLAZING 0 L - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - -
REQUIREMENTS AS PER SECTION 308.4 Drawn By Checked By
OF THE NEW YORK STATE RES. CODE. O NEW DOOR
J.E.M. J.E.M.
TEMPERED GLASS REQUIRED AT EAST ELEVATION
GLASS OPENINGS WITHIN 18"AFF O SDHARDWIRE
SMOKE Drawing No.
CARBON MONOXIDE
BLOCK UNDERSIDE OF NON-BEARING SCALE: 1/4" = 1'-0"
INTERIOR WALLS RUNNING PARALLEL CO A-2 DETECTOR
W/FLOOR JOIST.
Sheet 3 of 5
I
i
TABLE 3.1 (NAILING SCHEDULE)
S
JOINT DESCRIPTION # OF NAILS NAIL SPACING I
ROOF FRAMING
GROUND SNOW LOAD-20 PSF
Rafter to Top Plate (Toe-nailed) (see Table 3.3A) per rafter AS PER FIGURE 301.2(5)GROUND SNOW LOAD FOR NYS
Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.3A) per joist WIND SPEED-130 MPH
Ceiling Joist to Parallel Rafter(Face-nailed) (see Table 3.7) each lap AS PER FIGURE 301.2(6)BASIC WIND SPEEDS FOR 50 YEAR
Ceiling Joist Laps over Partitions (Face-nailed) (see Table 3.7) each lap MEAN RECURRENCE INTERVAL
Collar Tie to Rafter(Face-nailed) (see Table 3.4) per tie AS PER FIGURE R301.2.11 DESIGN CRITERIA-WHERE WIND
Blocking to Rafter(Toe-nailed) 2- 8d each end SPEED IS 130 MPH OR ABOVE SHALL BE DESIGNED IN
Rim Board to Rafter(End-nailed) 2- 16d each end ACCORDANCE WITH THE AF&PA WOODFRAME CONSTRUCTION
MANUAL FOR ONE AND TWO FAMILY DWELLINGS-WFCM 321 RIVERSIDE DR
WALL FRAMING SEISMIC DESIGN CATEGORY-C RIVERHEAD NY 11901
Top plate to Top Plate (Face-nailed) 2- 16d per foot AS PER FIGURE R301.2(2)INTERNATIONAL RES.CODE SEISMIC
Top Plate at Intersections (Face-nailed) 4- 16d joints-each side
DESIGN CATAGORY
(516)376-8594
Stud to Stud (Face-nailed) 2- 16d 24" o.c. SUBJECT TO DAMAGE FROM WEATHERING SEVERE
Header to Header(Face-nailed) 116d 16" o.c. along edges AS PER FIGURE R301.2(3)WEATHERING PROBABILITY MAP FOR
Top or Bottom Plate to Stud (End-mailed) 2- 16d per 2 x 4 stud CONC.
3- 16d per 2 x 6 stud FROST LINE DEPTH-3'
4- 16d per 2 x 8 stud AS PER R403.1(1)CONCRETE AND MASONRY DETAILS
Bottom Plate to Floor Joist, Band Joist, 2- 16d per foot TERMITE-MODERATE TO HEAVY
End Joist or blocking (Face-nailed) AS PER R301.2(6)TERMITE INFESTATION MAP
FLOOR FRAMING DECAY-SLIGHT TO MODERATE
AS PER R301.2(7)DECAY PROBABILITY MAP
Joist to Sill, Top Plate or Girder(Toe-nailed) 4- 8d per joist WINTER DESIGN TEMP.-SUFFOLK CTY II-NASSAU COUNTY 13
Bridging to Joist (Toe-nailed) 2-8d each end AS PER N1101.2 CLIMATIC CONDITIONS FOR NYS
Blocking to Joist (Toe-nailed) 2- 8d each end ICE SHIELD AND UNDERLAYMENT REQUIRED-YES
Blocking to Sill or Top Plate (Toe-nailed) 3- 16d each block AS PER N SEC 905.7.1-IN AREAS WHERE THE AVERAGE TEMP.IN
Ledger Strip to Beam (Face-nailed) 3- 16d each joist JANUARY IS 25 DEGREES F(4 DEGREES C)OR LESS OR WHEN TABLE
Joist on Ledger to Beam (Toe-nailed) 3- 8d per joist R301.2(1)CRITERIA SO DESIGNATES.AS ICE BARRIER THAT CONSISTS
Band Joist to Joist (End-nailed) 3- 16d per joist
Band Joist to Sill or Top Plate (Toe-nailed) 2- 16d per foot OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF ADHERING
POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN LIEU OF
NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVES EDGE
ROOF SHEATHING POINT AT LEAST 24"INSIDE THE EXTERIOR WALL LINE OF BUILDING.
Structural Panels 8d 12"o.c.
Diagonal Board Sheathing *CODE COMPLIANCE NOTE*
1"x6" or 1"x8" 2-8d per support THIS PROJECT COMPLIES WITH THE 2020 RESIDENTIAL CODE OF N.Y.S.
1"xl0 or wider 3-8d per support THE MECHANICAL CODE OF N.Y.S., CHAPTERS 12 THROUGH 24, THE
PLUMBING CODE OF NY STATE, CHAPTERS 25 THROUGH 32, AND THE
CEILING SHEATHING ELECTRICAL CODE OF NY STATE, CHAPTERS 33 THROUGH 42.
Gypsum Wallboard 5dl coolers 7" edge/10"field Client Info
WALL SHEATHING A.COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE ROBIN AND MEGAN MAN
STATED. 1070 Mill Creek Drive
Structural Panels 8d 12" o.c. B.NAILS SPACED AT 6"OC AT EDGES, 12"AT INTERMEDIATE SUPPORTS EXCEPT 6"AT
Fiberboard Panels
SUPPORTS WHERE SPANS ARE 48"OR MORE.FOR NAILING OF WOOD STRUCTURAL Southold, NY 11971
7/16" 6d 3" edge/6"field PANEL&PARTICLE BOARD DIAGRAMS AND SHEAR WALLS,REFER TO SECTION 2305.
25132" 8d 3"edge/6"field NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING.
Gypsum Wallboard 5d coolers 7" edgell0"field C.COMMON OR DEFORMED SHANK.
Hardboard 8d 12" o.c. D.COMMON. Project Info
Particleboard Panels 8d 12"o.c. E. DEFORMED SHANK. LEGALIZE EXISTING WOOD
Diagnonal Board Sheathing F.CORROSION RESISTANT SIDING OR CASING NAILS. FRAMED DECK
1"x6"or 1"x8" 2- 8d per support G.FASTENERS SPACED 3"OC AT EXTERIOR EDGES&6"OC AT INTERMEDIATE SUPPORT. 1070 Mill Creek Drive
1"xl0" or wider 3- 8d per support H.CORROSION RESISTANT ROOFING NAILS WITH 7/16"DIA HEAD AND 1 1/2"LENGTH FOR
1/2"SHEATHING AND 1 3/4"LENGTH FOR 25/32"SHEATHING. Southold, NY 11971
FLOOR SHEATHING I.CORROSION RESISTANT STAPLES WITH NOMINAL 7/16"CROWN AND 1 1/8"LENGTH FOR
1/2"SHEATHING AND 1 1/2"LENGTH FOR 25/32"SHEATHING.PANEL SUPPORTS AT 16"(20"
Structural Panels OF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL UNLESS OTHERWISE MARKED)
J.CASING OR FINISH NAILS SPACED 6"ON PANEL EDGES, AT INTERMEDIATE SUPPORT.
1" or less 8d 6" edge/12" field o
greater than 1" 1I Od 6" edge/6"field K. PANEL SUPPORTS AT 24".CASING OR FINISH NAILS SPACED 6"ON PANEL EDGES, CL
a
INTERMEDIATE SUPPORTS.
Diagnonal Board Sheathing I.FOR ROOF SHEATHING APPLICATIONS,8D NAILS ARE THE MIN. REQ'D FOR WOOD Q
1"x6" or 1"x8" 2-8d per support ° °
1"x 10"or wider 3- 8d per support STRUCTURAL PANELS. ° ° °
M.STAPLES SHALL HAVE MIN.CROWN WIDTH OF 7/16". 0
° °
N.FOR ROOF SHEATHING APPLICATIONS,FASTENERS SPACED 4"OC AT EDGES,8"AT ° °
INTERMEDIATE SUPPORTS. °
MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS 0.FASTENERS SPACED 4"O.C.AT EDGES,8"O.C.AT INTERMEDIATE SUPPORTS FOR °
( REFER TO TABLE R301.5 OF THE RESIDENTIAIL CODE OF NEW YORK STATE ) SUBFLOOR&WALL SHEATHING AND 3"OC AT EDGES,6"AT INTERMEDIATE SUPPORTS c
FOR ROOF SHEATHING. z
USE LIVE LOAD DEAD LOAD P.FASTENERS SPACED 4"OC AT EDGES,8"AT INTERMEDIATE. .°-
L
EXTERIOR BALCONIES 60 PSF 10 PSF RIDGE
DECKS 40 PSF 10 PSF R905.25FASTENERS STRUCTURAL RIDGE SIMPSON STRONG TIE WITH p
PASSENGER VEHICLE GARAGES 50 A PSF AS PER PLAN FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL, SIMPSON STRONG TIE CEIL.COLLAR TIES @32"O.C. SHINGLE RIDGE VENT
ALUMINUM OR COPPER ROOFING NAILS,MIN. 12 GAGE SHANK W/A MIN.3/8"HEAD ASTMF CATHEDRAL CEILINGS CS-20X18"MIN.WITH(7)10D RIDGE CAP �- EXHAUST AIR
ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 PSF 10 PSF COMMON NAILS PER RAFTER
1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS& A MIN.OF 314 (R-R) „
ATTICS WITH STORAGE (ROOF BELOW 3 PITCH) 20 PSF 10 PSF INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN 3/4"THICK. INSTALLED OVER PLYWOOD SHINGLES 1/2 TO 3/4
THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING R905.26 ASPHALT ROOF FELT PLYWOOD
ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF PAPER SHEATHING
SHINGLS SHALL HAVEA MIN.OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN
SLEEPING ROOMS 30 PSF 10 PSF ONE OF FOLLOWING CATEGORIES-THE BASIC WIND SPEED PER R301.2(4)IS 110 MPH OR a;
STAIRS 40 PSF 10 PSF GREATER&THE EAVE IS 20'ABOVE GRADE R905.27 FOR ROOF SLOPES FROM 2 VERTICAL F2
UNITS IN 12 UNITS HORIZONTAL UP TO 4 UNITS VERTICAL IN 12 UNITS HORIZONTAL UNITS AFTER F1
GUARDRAILS AND HANDRAILS 200 PSF 10 PSF SHALL BE TWO LAYERS. �"y
ROOF LOADING LIVE-GROUND SNOW LOAD 30 PSF 10 PSF ° °
F OW
° D
TABLE R402.2 ICAL RIDGE VENT DE o
TABLE R3101 .5 MINIMUM SPECIFIED COMPRESSIVE wCAN
MIN. ROOF LIVE LOADS IN TRUSS AND RAFTER
STENGTH OF CONCRETE
CONNECTIONS TO
POUNDS--FORCE PER S.F. OF � wpar` '
MINIMUM SPECIFIED a FACE MOUNT HANGER HIP RAFTER WOOD TOP PLATE ,15I
HORIZONTAL PROJECTION COMPRESSIVE STRENGTH (fc ) GALV. MTL.TIES @ EACH
SIMPSON STRONG TIE(LUS)
TYPE OR LOCATION OF SIMPSON STRONG TIE STUD(TYP.OF ALL) ti 7 ��e► �t Off"
TRIBUTARY LOADED AREA IN S.F. CONCRETE CONSTRUCTION WEATHERING POTENTIAL LUS26,LUS28,LUS26-2 #LS70 Or
LUS 28-2,LUS210-2
NEGLIGIBLE MODERATE SEVERE
FOR ANY STRUCTURAL MEMBER '
'. FLOOR JOISTS
ROOF SLOPE 0 TO 200 201 TO 600 OVER 600 BASEMENT WALLS, FOUNDATIONS AND OTHER 2,500 2,500 2,500 .
CONCRETE NOT EXPOSED TO THE WEATHER
rift
FLAT OR RISE LESS 20 16 12 BASEMENT SLABS AND INTERIOR SLABS ON 2,500 2,500 2,500 BP
THAN 4 IN. PER FT. (1:3) SP4 d•°
GRADE, EXCEPT GARAGE FLOOR SLABS.
RISE 4 IN. PER FT. (1:3) TO BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR HD38
SP1
LESS THAN 12 IN. PER FT. (1:1) 16 14 12 WALLS & OTHER VERTICAL CONC. WORK EXPOSED 2,500 3,000d 3,000d MTS12 HCP2 DETAILS
TO THE WEATHER. H2.5
RISE 12IN. PER PORCHES, CARPORT SLABS AND STEPS EXPOSED d e
TO THE WEATHER,AND GARAGE FLOOR SLABS. TOP PLATES
(1:1)AND
D GREATER 12 12 12 2,500 3,000d e� 3,000 � (2)H4 •
R905.2.5 - FASTENERS MAS •
FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS Drawn By Checked By
STEEL, ALUMINUM OR COPPER ROOFING NAILS MIN 12 GAGE SHANK WITH A MIN TABLE R 301.2(1) MAS H8 •
3/8" HEAD ASTMF1667 OF A LENGTH TO PENETRATE THROUGH THE ROOFING CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA J.E.M. J .E.M.
AND A MIN OF MATERIALS 3/4" INTO THE ROOF SHEATHING WHERE THE ROOF CONTINUOUS CORNER SILL PLATE TO
SHEATHING IS LESS THAN 3/4" THINK THE FASTENERS SHALL PENETRATE SUBJECT TO DAMAGE FROM 12 HIP CORNER PLATE POST STRAPPING POST BASE GALV. MTL.TIES FOUNDATION '
GROUND WIND SEIMIC WINTER ICE SHIELD FLOOD SIMPSON STRONG TIE(HCP) SIMPSON STRONG TIE SIMPSON STRONG TIE @ g
THROUGH THE SHEATHING R905.2.6 -ASPHALT ROOF SHINGLES SHALL HAVE A SNOW SPEED DESIGN WEATHERING FROST TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS BLOCKING STR DETAIL '° ' Drawing No.
MINIMUM OF SIX FASTENERS 3/8" PER SHINGLE WHERE THE ROOF SLOPE IS IN LOAD (MFH) CATEGORY LINE DEPTH TEMP REQUIRED HCP2-2"X MEMBER SIZE VERTICAL HD38 #ABA44 n _3
ONE OF THE FOLLOWING CATEGORIES: THE BASIC WIND SPEED IS 110 MPH OR HCP4-4"X MEMBER SIZE A
GREATER AND THE EAVE IS MORE THAN 20'ABOVE GRADE. 20 PSF 130 C SEVER 3' M-H S-M 11° YES
Sheet 4 of 5
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s
GENERAL NOTES
DIVISION 1 FOUNDATIONS AND SLABS SHALL BE COMPACTED TO TIE INTERSECTING WALLS WITH TRUSS TYPE SHALL BE FOIL FACED(TYPICAL)
GENERAL NOTES: A MINIMUM OF 96%MAXIMUM DENSITY IN REINFORCING 16"O.C.VERTICALLY TO EXTEND 2' MUD SILL SHALL BE OF WOLMANIZED LUMBER 2X8
ACCORDANCE WITH THE MODIFIED PROCTOR TEST. ABOVE FOR ALL MASONRY CONSTRUCTION BELOW PLATE,SECURE TO FOUNDATION WALL WITH ''/z" INSULATION:
:
THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY MAINTAIN 1:5:1 HORIZONTAL TO VERTICAL SLOPE GRADE. DIAMETER ANCHOR BOLTS,MAX. 6-0"O.C.,AND MAX. I. 2 X 6 WALLS=R-19
ALL CONDITIONS. ANY DISCREPANCIES,VOIDS OR FOR ANY EXCAVATION ADJACENT TO FOOTINGS. 2 FEET FROM CORNERS. 2. CEILING&ROOF=R-49 a,
PROBLEMS SHALL BE REPORTED TO THE ARCHITEiCT REINFORCING: 3. FLOORS OVER UNHEATED SPACES=R-30 '
BEFORE SUBMISSION OF BID. A SUBMISSION OF BIfD WHERE WALLS ARE POURED TO GRADE,THE PROVIDE LINTELS OR HEADERS AT ALL OPENINGS,
SHALL IMPLY CONTRACTOR ACCEPTANCE OF THE CONTRACTOR SHALL BACKFILL AGAINST THEM WITH TRUSS TYPE,CONTINUOUSLY WELDED WIRE AS WHETHER OR NOT INDICATED ON THE PLANS. NOTE: INSULATE ALL ATTIC SPACES AND ALL
DRAWINGS AND ALL EXISTING CONDITIONS. CLEAN EARTH. CARE SHALL BE TAKEN TO BRACE MANUFACTURED BY DURO-WALL OR EQUAL,9GA; HEADERS AT NON-BEARING CONDITIONS SHALL BE AS EXTERIOR WALLS.
THE WORK ADEQUATELY TO PREVENT DEFORMATION FOLLOW MANUFACTURER'S INSTALLATION DETAILS. FOLLOWS:
DURING THE COURSE OF CONSTRUCTION IF OR COLLAPSE. 1F 4'-0"OR LESS...................................3-1/2"X 9-1/2" FLASHIING:
MODIFICATIONS TO THE DESIGN OCCUR AS A RESULT PROVIDE MISC.ANCHORS AND TIES AS REQUIRED. LVL
OF EXISTING CONDITIONS,REQUEST OF CLIENT, ALL MATERIALS USED FOR BACKFILL SHALL BE FREE MINIMUM 14GA GALVANIZED STEEL OR 3/8" 1 F 6-0"OR LESS...................................3-1/2"X 1 1-7/8" FLASHING WORK SHALL INCLUDE ALL FLASHING
ARCHITECT,ETC.THE CONTRACTOR SHALL SUBMIT OF DEBRIS AND ORGANIC MATERIAL LARGER THAN 2 DIAMETER GALV. STEEL ROD. OR REQUIRED FOR A COMPLETE INSTALLATION OF NEW _ 1
TWO WRITTEN COPIES OF A CHANGE ORDER WITH[ INCHES IN DIAMETER,LENGTH OR WIDTH. 5-1/4"X 9-1/2"LVL ROOFING,TRIM,ENTRANCES,ALL INDICATED ON Y. y ..A I
THE AMENDED PRICE. THE CONTRACTOR SHALL'JOT MORTAR: IF 8'-0"OR LESS...................................5-1/4"X 11-7/8" DRAW'INGS. REPAIR AND/OR REPLACEMENT OF
CONTINUE WITH ANY CHANGES UNTIL HE RECEIVES WATER SHALL NOT BE ALLOWED TO STAND IN LVL GUTTERS AND DOWNSPOUTS AS REQUIRED TO 321 RIVERSIDE DR
WRITTEN AUTHORIZATION FROM OWNER OR EXCAVATIONS UNTIL AFTER CONCRETE WORK HAS USE TYPE"M"MORTAR CONFORMING TO ASTM C-270 IF A HEADER IS NOT INDICATED AT A BEARING CREATE A WATER TIGHT JOB.
ARCHITECT. SET. CONTRACTOR SHALL REMOVE SUCH WATER AT CONDITION,INFORM THE ARCHITECT BEFORE R IVE R H EAD, NY 11901
HIS WON EXPENSE. ALL MORTAR SHALL BE MIXED A MINIMUM OF 5 PROCEEDING. FLASHUNG FOR ROOFING SHALL BE COPPER SHEET:
1F IN THE COURSE OF CONSTRUCTION,A CONDITION MINUTES IN A MECHANICAL BATCH MIXER. DO NOT ASTM„ 160Z.(0.0216")(COLD ROLLED). SEPARATE ALL (516)376-8S94
EXISTS WHICH DIFFERS FROM THAT AS INDICATEID ON TEMPORARY SHEET PILING,SHORING OR BRACING RE-TEMPER AFTER 2 HOURS HAS ELAPSED. DO NOT ALL WALLS(EXTERIOR)SHALL BE BRACED AGAINST DISSIMILAR METALS WITH BITUMINOUS COATING.
THESE PLANS,THE CONTRACTOR SHALL STOP ALL SHALL BE PROVIDED AS REQUIRED TO MAINTAIN USE MORTAR,WHICH HAS ELAPSED. DO NOT USE LATERAL LOADS BY STRUCTURAL SHEATHING, 16 GA. JOINTS TO BE SOLDERED.
RELATED WORK AND NOTIFY THE ARCHITECT. EXCAVATION BANKS IN A SAFE AND STABLE MORTAR,WHICH HAS BEGUN TO SET. STEEL STRAPPING,OR LET IN 1X4 CORNER BRACING.
SHOULD HE FAIL TO FOLLOW THESE PROCEDURES; CONDITION. DIVISION 8
AND CONTINUE WITH THE WORK,HE SHALL ASSUME MAINTAIN A CONSTANT JOINT WIDTH THROUGHOUT MICROLAM: DOORS AND WINDOWS:
ALL RESPONSIBILITY AND LIABILITY ARISING THERE NO BLASTING SHALL BE PERMITTED. THE WORK. UNLESS OTHERWISE INDICATED OR
FROM. NOTED. JOINTS SHALL BE A MINIMUM '/4"WIDE. SCOPE: WINDOWS: (SEE WINDOW SCHEDULE.)
CONTRACTOR SHALL RETAIN A LICENSED CIVIL THIS WORK INCLUDES THE COMPLETE FURNISHINGS
THE AIA DOCUMENT A-201 (LATEST EDITION) ENGINEER TO PERFORM ALL DESIGN AND MORTAR MATERIALS SHALL BE AS FOLLOWS: AND INSTALLATION OF ALL "MICRO-LAM" LUMBER WINDOWS BY LOW-E GLASS. SIZE AND FUNCTION AS
"GENERAL CONSTRUCTIONS,OR THE CONTRACT FOR SUPERVISION RELATED TO EXCAVATION, -PORTLAND CEMENT: CONFORM TO ASTM C-150,TYPE BEAMS AS SHOWN IN THE DRAWINGS,HEREIN INDICAATED-CONTRACTOR TO VERIFY SIZES,(ROUGH
CONSTRUCTION" SHALL PREVAIL WHENEVER UNDERGROUND UTILITY SERVICES, 1. SPECIFIED AND NECESSARY TO COMPLETE THE WORK. OPENINGS)WITH MODEL NUMBERS PRIOR TO
POSSIBLE. (SUBSTANDARD-LESS THAN 2-TON/SQ.FT.)SOILS -QUICKLIME:CONFORM TO ASTM C-5,PLANT MIXED ORDERING WINDOWS,AND TO REPORT ANY
ENCOUNTERED,ROADS,AND SITE STRUCTURES NOT ONLY AND THOROUGHLY SLAKED PRIOR TO USE. MATERIALS: DISCREPANCIES TO ARCHITECT.
ALL WORK SHALL CONFORM TO THE 2010 NEW YORK USUALLY CONSIDERED ARCHITECTURAL IN NATURE. MAX MAGNESIUM OXIDE=8% THE MICRO-LAM LUMBER BEAMS SHALL BE
STATE RESIDENTIAL BUILDING CONSTRUCTION CODE -HYDRATED LIME: CONFORM TO ASTM C-207,TYPE S. MANUFACTURED FROM MICRO-LAM BRAND PROVIDE AND INSTALL ALL INSECT SCREENS AND
(LATEST EDITION)AND ALL RULES AND ALL BASEMENT WALLS BELOW GRAD SHALL BE -AGGREGATE: CONFORM TO ASTM C-144,OR C-404, PARALLEL LAMINATED VENEER LUMBER UTILIZING HARDWARE AS REQUIRED.
REGULATIONS THEREIN AND WITH ALL OTHER DAMP-PROOFED WITH TWO COATS OF ASPHALTIC, SIZE#2. AGGREGATE SHALL NOT EXCEED FOUR 1/10"OR 1/8"THICKNESS DOUGLAS FIR VENEER GLUED
AGENCIES HAVING JURISDICTION. SELF-PRIMING PLASTIC CEMENT,TROWEL OR SPRAY TIMES THE PORTLAND CEMENT. UP IN A CONTINUOUS PIECES WITH ALL GRAIN ALL GLASS WITHIN 18"OF FLOOR TO BE TEMPERED.
APPLIED TO WALLS IF WATER TABLE IS DETERMINED -WATER:POTABLE PARALLEL WITH THE LENGTH OF THE MEMBER.
THE CONTRACTOR SHALL MAKE SURE THAT ALL TO BE MINIMUM 2 FEET BELOW BASEMENT SLAB -MOISTURE RESISTANT ADDITIVE: AMMONIUM LAMINATED VENEER LIMBER SHALL BE OF SINGLE DOORS: (SIZE AS INDICATED ON PLANS)
TRADE'S WORK CONFORMS TO FEDERAL, STATE AND ELEVATION. BENTONITE OR 60 ML LIQUID STEZRATE,ALUMINUM TRISTERATE,OR CALCIUM ONE-PIECE LENGTH,FREE OF RINGER JOINTS,SCARF
MUNICIPAL CODES(BOCA)AND ORDINANCES. THESE WATERPROOF MEMBRANE AS MFR. BY ANTI-HYDRO STEARATE. JOINTS OR MECHANICAL CONNECTIONS IN FULL SKYLI1GHTS: (AS INDICATED ON PLANS.UNLESS
SHALL SUPERSEDE DRAWINGS,NOTES AND OR EQUAL SHALL BE USED IF WATER TABLE IS LENGTH. OTHERWISE NOTED SKYLIGHTS TO BE BY
DIMENSIONS INS ALL CASES. THE ARCHITECT SHALL HIGHER. CONTRACTOR SHALL VERIFY WATER TABLE DIVISION 5 "ANDERSEN"-LOW-E GLASS.)
BE NOTIFIED OF SUCH CHANGES BEFORE WORK IS3 IN THE FIELD. MISC. METALS: MEMBERS:
STARTED. NON-FAMILIARITY WITH GOVERNING VENEERS SHALL BE DRIED AS REQUIRED.ADHESIVE DIVISIION 9
RULES AND REGULATIONS WILL NOT BE CAUSE FOR DIVISION 2 STEEL WORK,IN GENERAL, SHALL CONFORM TO THE USED TO LAMINATE THE VENEER SHALL BE FINISIH SCHEDULE:
AN "EXTRA"BILLING. IN THE EVENT THAT WORK HAS SITE WORK: FOLLOWING AMERICAN INSTITUTE OF STEEL WATERPROOF,MEETING THE REQUIREMENTS OF
TO BE REPLACED FOR NON-COMPLIANCE,THE CONSTRUCTION STANDARDS. ASTM D-2559-76,UNIFORMLY APPLIED TO THE VENEER INTER'.IOR WALLS AND CEILING: TAPE AND SPACKLE
CONTRACTOR SHALL BE HELD RESPONSIBLE IF HIE LANDSCAPING: ALL TREES AND SHRUBS WHICH AT THE REQUIRED SPREAD RATE. DRYWALL,3 COATS(1 PRIME,2 FINISH). TAPE SHALL
HAS NOT NOTIFIED THE ARCHITECT BEFORE INITIAL INTERFERE WITH THE CONSTRUCTION OF THIS -CODE OF STANDARD PRACTICE FOR BUILDERS AND BE FIBERGLASS TYPE. WALLS AND CEILING TO BE
INSTALLATION. PROJECT SHALL BE REMOVED;AND NEW BRIDGES DESIGN: READT FOR PAINT. ALL DRYWALL SHALL BE
ORNAMENTAL TREES AND SHRUBS PLANTED,NEW -SPECIFICATIONS FOR THE DESIGN, FABRICATION, MICRO-AM LUMBER BEAMS SHALL BE DESIGNED TO ATTACHED TO FRAMING WITH SCREWS,MAX. 12"o.C. Client Info
THE CONTRACTOR SHALL MAKE ANY CORRECTIONS LAWN AREAS SHALL BE SEEDED AFTER FINISHED AND ERECTION OF STRUCTURAL STEEL BUILDINGS, MEET THE DIMENSIONS AND LOADS INDICATED ON
REQUIRED BY THE ARCHITECT.APPROVAL OF GRADING IS COMPLETE. INCLUDING THE COMMENTARY AND SUPPLEMENTS. THE PLANS. ALL DESIGNS SHALL BE IN ACCORDANCE INTERIOR TRIM:ALL TRIM JOINTS TO BE FILLED WITH ROBIN AND MEGAN MAN
DRAWINGS OR SCHEDULES SHALL NOT RELIEVE THE -SPECS FOR STRUCTURAL JOINTS USING ASTM A-325 WITH STANDARD ENGINEERING PRACTICE. WOOD FILLER AND SANDED READY FOR PAINT.
CONTRACTOR FROM RESPONSIBILITY FOR STORM DRAINAGE: CONTRACTOR WILL VERIFY OR A-490 BOLTS. COMPLETE DESIGN CALCULATION SHOWING MEMBER 1070 Mill Creek Drive
DEVIATIONS FROM DRAWINGS AND SPECIFICATIONS, REQUIREMENTS OF LOCAL AUTHORITIES FRO STORM FORCES AND STRESSES AND ALLOWABLE LOAD ARE DIVISHON 10 Southold, NY 11971
UNLESS HE HAS CALLED ATTENTION TO SUCH DRAINAGE. COMPLY WITH THE FOLLOWING AMERICAN WELDING TO BE AVAILABLE UPON REQUEST FOR EACH SPECIALTIES: IF USED,SPECIFIED ON PLANS.
DEVIATIONS(IN WRITING)AT THE TIME OF SOCIETY STANDARDS: MICRO-LAM LUMBER DESIGN. THE DESIGN OF THE
SUBMISSION OF BID AND SECURED WRITTEN SOILS: AWS D1.1 STRUCTURAL WELDING CODE MICRO-LAM LUMBER BEAMS IS TO BE UNDER THE DIVISION 1 I
APPROVAL. NOR SHALL IT RELIEVE HIM FROM AWS D 12.1 REINFORCING STEEL WELDING CODE SUPERVISION OF A REGISTERED PROFESSIONAL EQUIPPMENT:
RESPONSIBILITY FOR ERRORS IN SHOP DRAWINGS OR EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS, ENGINEER AND IN ACCORDANCE WITH THE NRB Project Info
SCHEDULES OR THE PROPER PERFORMANCE OF AND OTHER SUCH WORK AS MAY BE NECESSARY TO COMPLY WITH ASTM A-6,GENERAL REQUIREMENTS ACCEPTANCE,AND PROVISIONS OF THE NATIONAL APPLIANCES SUPPLIED BY OWNER AND INSTALLED LEGALIZE EXISTING WOOD
MECHANICAL EQUIPMENT AND CONTROLS. THE DEPTHS AS SHOWN ON THE DRAWINGS.ALL FOR DELIVERY OF ROLLED STEEL PLATES, SHAPES, DESIGN SPECIFICATION FOR WOOD 1984.L BY CONTRACTOR. CONFIRM REQUIRED
TRENCHES FOR FOOTINGS,FOUNDATIONS,SLABS, SHEET PILING,AND BARS FOR STRUCTURAL USE. MECHIANICAL/ELECTRICAL HOOK-UPS. FRAMED DECK
THE WORD"PROVIDE" SHALL MEAN TO FURNISH SAND ETC. SHALL HAVE LEVEL,SOLID AND UNDISTURBED PROTECTION: 1070 MITI Creek Drive
INSTALL ALL MATERIALS NECESSARY TO COMPLIETE BOTTOMS. CONFORM TO VARIOUS ASTM STANDARDS,AS NOTED, THE MICRO-LAM LUMBER BEAMS,LIKE ANY OTHER DIVISIION 12
THE WORK IN ACCORDANCE WITH ACCEPTED
AND ALL REQUIREMENTS OF THE GOVERNING WOOD PRODUCT, SHALL BE EL FURNISHINGS:NOT USED Southold, NY 11971
CONSTRUCTION STANDARDS AND MANUFACTURER'S ALL SOIL BEARING CAPACITY ASSUMED AT 2 TONS/ AUTHORITIES.
RECOMMENDATIONS. SQUARE FOOT,CONTRACTOR SHALL VERIFY IN FIELD. PROTECTION: DIVISIION 13
MATERIALS PROPERTIES: THE MICRO-LAM LUMBER BEAMS,LIKE ANY OTHER SPECIAL CONSTRUCTION:NOT USED
CD
ALL ITEMS SPECIFIED ARE TO ESTABLISH QUALITY OF FILL USED OR ENCOUNTERED UNDERNEATH WOOD PRODUCT, SHALL BE EXERCISED DURING >
WORK; PRODUCTS OF OTHER MANUFACTURER'S FOUNDATIONS AND SLABS SHALL BE COMPACTED TO 1. STRUCTURAL STEEL SHAPES,PLATES,AND BARS HANDLING TO PREVENT DAMAGE TO THE BEAMS. DIVISIION 14 2
EQUAL IN DESIGN,COLOR AND QUALITY MAY BE A MINIMUM OF 96%MAXIMUM DENSITY IN SHALL BE ASTM A-36. CONVEYING SYSTEMS:NOT USED Q-
SUBSTITUTED IF APPROVED BY THE ARCHITECT AS ACCORDANCE WITH THE MODIFIED PROCTOR TEST. 2. COLD FORMED STEEL TUBING SHALL CONFORM HARDWARE: a
Q
MEETING ESTABLISHED DESIGN AND FUNCTIONAL MAINTAIN 1:5:1 HORIZONTAL TO VERTICAL SLOPE TO ASTM A-501 ALL HARDWARE IS TO BE FABRICATED BY OTHERS DIVISION 15
CRITERIA. FOR ANY EXCAVATION ADJACENT TO FOOTINGS. 3. STEEL PIPE:ASTM A-53,TYPE E OR S,GRADE B. ACCORDING TO DETAILS CONTAINED IN THE MECHANICAL: PROVIDED BY HVAC
BLACK FINISH,EXCEPT WHERE INDICATED TO BE CONTRACT DRAWINGS. ENGINEER/ENGINEEER
ALL WORK SHALL BE EXECUTED IN ACCORDANCE WHERE WALLS ARE POURED TO GRADE,THE GALVANIZED.
WITH THE BEST-ACCEPTED TRADE PRACTICES AN4D AS CONTRACTOR SHALL BACKFILL AGAINST THEM WITH 4. ANCHOR BOLTS,ASTM A 307,GRADE A, INSTALLATION:
PER MANUFACTURER'S RECOMMENDATIONS. CLEAN EARTH. CARE SHALL BE TAKEN TO BRACE NON-HEADED TYPE. THE MICRO-LAM LUMBER BEAMS ARE TO BE
THE WORK ADEQUATELY TO PREVENT DEFORMATION 5. ALL STEEL SHALL RECEIVE ONE OF RED OXIDE INSTALLED IN ACCORDANCE WITH THE PLANS.
CONTRACTOR IS TO INDICATE TO THE ARCHITEC r OR COLLAPSE. PRIMER AFTER FABRICATION IN SHOP. TEMPORARY CONSTRUCTION LOADS BEYOND LIMITS o
THE PROPOSED DATES AND HOURS DURING WHICH INDICATED THEREON ARE NOT PERMITTED. HOLES, ZO a
WORK SHALL BE PERFORMED. THE CONTRACTOR ALL MATERIALS USED FOR BACKFILL SHALL BE FREE ERECTOR SHALL PROVIDE ADEQUATE TEMPORARY CUTS OR NOTCHES NOT PREVIOUSLY APPROVED BY _
C
SHALL PREPARE AND UPDATE MONTHLY OF DEBRIS AND ORGANIC MATERIAL LARGER THAN 2 BRACING FOR LATERAL STABILITY UNTIL THE THE ENGINEER SHALL NOR BE MADE. THE FINAL U) V
CONSTRUCTION SCHEDULES;COMPLETION DATE MAY INCHES IN DIAMETER, LENGTH OR WIDTH. STRUCTURE IS FULLY BRACED BY THE INSTALLATION ERECTION OF THE MICRO-LAM LUMBER BEAM SHALLEli,
N
OF PERMANENT STRUCTURE: BE UNDER THE DIRECTION OF QUALIFIED p
NOT BE EXTENDED WITHOUT WRITTEN NOTICE. Q Of Q
WATER SHALL NOT BE ALLOWED TO STAND IN CONSTRUCTION SUPERVISOR.
CONTRACTOR SHALL OBTAIN ALL REQUIRED EXCAVATIONS UNTIL AFTER CONCRETE WORK HAS DIVISION 6
BUILDING PERMITS,APPROVALS,UNDERWRITERS SET. CONTRACTOR SHALL REMOVE SUCH WATER AT WOOD: LATERAL NAIL HOLDING AND WITHDRAWAL ARE AS
CERTIFICATE, "C OF 0,"AND/OR COMPLETION FOR HIS WON EXPENSE. PROVIDED IN THE CODE FOR DOUGLAS FIR SAWN
ALL WORK INDICATED FOR AGENCIES HAVING STRUCTURAL LUMBER: LUMBER. NAILS INSTALLED PARALLEL TO THE GLUE
JURISDICTION. TEMPORARY SHEET PILING,SHORING OR BRACING LINES ON THE NARROW FACE SHALL NOT BE SPACED
SHALL BE PROVIDED AS REQUIRED TO MAINTAIN ALL STRUCTURAL LUMBER SHALL BE CONSTRUCTION CLOSER THAN 4 INCHES FOR I0-PENNY COMMON
CONTRACTOR IS TO SUPPLY OWNER,IN WRITING„A EXCAVATION BANKS IN A SAFE AND STABLE GRADE DOUGLAS FIR-SURFACE DRIED TOMAX. 14% NAILS AND 3 INCHES FOR 8-PENNY COMMON NAILS. 4)
WAIVER OF ALL LIENS FOR HIMSELF AND ALL CONDITION. MOISTURE CONTENT, STRESS GRADED LUMBER. NAILS INSTALLED PERPENDICULAR TO THE GLUE p
SUPPLIERS AND SUBCONTRACTORS,AT THE TIME;OF LUMBER SHALL HAVE THE FOLLOWING MINIMUM LINES ON THE WIDE FACE SHALL BE INSTALLED IN
EACH PAYMENT REQUEST. NO BLASTING SHALL BE PERMITTED. STRESS PROPERTIES: ACCORDANCE WITH THE CODE. THESE NAILING
SPECIFICATIONS ARE BASED ON A MEMBER AT LEAST
DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONIS CONTRACTOR SHALL RETAIN A LICENSED CIVIL FB=900 PSI 3/4"THICK AND 3-1/2"WIDE. HOLDING POWER OF
SUPERCEDE SCALED DIMENSIONS. ENGINEER TO PERFORM ALL DESIGN AND FV=75 PSI BOLTS INSTALLED PERPENDICULAR TO THE GLUE
SUPERVISION RELATED TO EXCAVATION, E= 1,700,000 SINGLE USE LINES IS AS PROVIDED IN THE CODE FOR DENSE
BOOM CLEAN AFFECTED AREAS AND CARTS AWAY UNDERGROUND UTILITY SERVICES, DOUGLAS FIR.
ALL DEBRIS. (SUBSTANDARD-LESS THAN 2-TON/SQ.FT.)SOILS ALL STRUCTURAL LUMBER SHALL COMPLY WITH
ENCOUNTERED,ROADS,AND SITE STRUCTURES NOT AND BE ERECTED IN ACCORDANCE WITH THE SPECIFIC APPROVAL IS REQUIRED FOR OTHER THAN '� ,�Atit7
CONTRACTOR SHALL FURNISH AND INSTALL ALL USUALLY CONSIDERED ARCHITECTURAL IN NATURE. NATIONAL FOREST PRODUCTS ASSOCIATION'S NAILED AND BOLTED CONNECTIONS.
MATERIAL AND EQUIPMENT AS SHOWN,AND UNMSS NATIONAL DESIGN SPECIFICATION FOR WOOD °
s.
OTHERWISE NOTE,ALL EQUIPMENT SHALL BE NEW ALL BASEMENT WALLS BELOW GRAD SHALL BE CONSTRUCTION, LATEST EDITION. STRUCTURAL PROPERTIES:
AND OF BEST QUALITY. DAMP-PROOFED WITH TWO COATS OF ASPHALTIC,
SELF-PRIMING PLASTIC CEMENT,TROWEL OR SPRAY ALL LUMBER SHALL BE GRADE MARKED. E=2,000,000 FB=2,800 PSI
APPLIED TO WALLS IF WATER TABLE IS DETERMINED NO SUBSTITUTES ARE ACCEPTABLE,UNLESS ' 0
DIVISION 2 �` 3V''1
SITE WORK: TO BE MINIMUM 2 FEET BELOW BASEMENT SLAB PROVIDE JOIST HANGERS FOR ALL FLUSH FRAMED SPECIFICALLY NOTED BY ENGINEER. ' ( ,, +
ELEVATION. BENTONITE OR 60 ML LIQUID CONDITIONS,AS MANUFACTURED BY SIMPSON,TECO
P N
LANDSCAPING:ALL TREES AND SHRUBS WHICH WATERPROOF MEMBRANE AS MFR. BY ANTI-HYDRO OR EQUAL. INSTALL IN ACCORDANCE WITH PLYWOOD:
INTERFERE WITH THE CONSTRUCTION OF THIS OR EQUAL SHALL BE USED IF WATER TABLE IS MANUFACTURER'S INSTRUCTIONS. ROOF SHEATHING SHALL BE CDX 2410 PLYWOOD,5/8"
PROJECT SHALL BE REMOVED;AND NEW HIGHER. CONTRACTOR SHALL VERIFY WATER TABLE FOR SHEATHING SPANNING 16"OR LESS,AND 3/4"
ORNAMENTAL TREES AND SHRUBS PLANTED,NE1W IN THE FIELD. ALL FLOOR JOIST SHALL BE BRIDGED AT MID-SPAN OTHERWISE.
LAWN AREAS SHALL BE SEEDED AFTER FINISHED) OR AT INTERVALS NOT TO EXCEED 8 FEET. METAL,
GRADING IS COMPLETE. DIVISION 4 SOLID WOOD BLOCKING,AND(2)514"X 3"BRIDGING IS FLOOR SHEATHING SHALL BE 32/16" STRUCTURAL I&
UNIT MASONRY: ACCEPTABLE. II C-D EXTERIOR,'/4"THICK APA RATED,T&G,GLUED
STORM DRAINAGE: CONTRACTOR WILL VERIFY AND NAILED.
REQUIREMENTS OF LOCAL AUTHORITIES FRO STORM CONCRETE BLOCK(MIN. COMPRESSIVE STRENGTH: ALL WALL OPENINGS,4 FEET WIDE OR LESS, SHALL GENERAL NOTES
DRAINAGE. 1800 PSI): HAVE DOUBLE STUDS AT JAMBS; SPANS WIDER THAN ALL PLYWOOD SHALL BE GRADE MARKED AND MEET
FOUR 4 FEET SHALL HAVE DOUBLE STUDS FOR THE STANDARDS OF AMERICAN PLYWOOD
SOILS: PROVIDE NORMAL WEIGHT (125 LBS/CU. FT.)HOLLOW HEADER BEARING PLUS JAMB STUD. ASSOCIATION.(APA)
LOAD BEARING BLOCK CONFORMING TO ASTM C90,
EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS, GRADE N-1. JOISTS SHALL BE DOUBLED AROUND ALL OPENINGS,
AND OTHER SUCH WORK AS MAY BE NECESSARY'TO UNDER ALL PARALLEL WALLS AND PARTITIONS,AND Drawn By Checked By
THE DEPTHS AS SHOWN ON THE DRAWINGS.ALL INSTALLATION SHALL FOLLOW NATIONAL CONCRETE AT CANTILEVERS BEYOND THE FOUNDATIONS WALL. DIVISION 7
TRENCHES FOR FOOTINGS,FOUNDATIONS, SLABS,, MASONRY INSTITUTE'S RECOMMENDATIONS. THERMAL AND MOISTURE PROTECTION: J.E.M. J.E.M.
ETC. SHALL HAVE LEVEL,SOLID AND UNDISTURBED TYPICAL INTERIOR NEW,NON-BEARING PARTITIONS
BOTTOMS. LAY WALLS IN RUNNING BOND PATTERN,UNLESS SHALL BE 2X4 STUDS AT 16"O.C. WITH 5/8" ROOFING:
OTHERWISE INDICATED. SHEETROCK. TAPE,SPACKLE AND FINISH AS DIMENSIONAL ASPHALT ROOFING SHINGLES,COLOR Drawing No.
ALL SOIL BEARING CAPACITY ASSUMED AT 2 TONS/ SPECIFIED. AS SELECTED BY OWNER AND ARCHITECT. A-4
SQUARE FOOT,CONTRACTOR SHALL VERIFY IN FIELD. DO NOT USE LESS THAN ONE HALF-MASONRY
MODULE. TYPICAL EXTERIOR WALLS:NEW CONSTRUCTION INSULATION:
FILL USED OR ENCOUNTERED UNDERNEATH SHALL BE 2X6 AT 16"O.C.
Sheet 5 of 5
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1. POOL AND PROPERTY TO CONFORM TO CURRENT'STATE AND LOCAL CODE, ENERGY CONSERVA1_ 'FY�y;D `ff`'��,S
�M AJ�MA+S i
(R403YI.0) AND E»LECTRICAL CODES.
2. POOL SHALL CONFORM TO ANfSIMSPI STANDARDS R32�. �RO��� ��c��.
SECTION R328.6 POOL ALARMS TO ESE: INSTALLED AS REQUIRED 131 C.!)F\. � WITH . ����1���:�:�����? V�
3. ES �u , NY 11971
4♦ INSTALL TEMPORARY PERIMETER BARRIERS AROUND CONSTRUCTION AREA DURING �
�j�'( w��RY,�{��y'( }Y�r�j BE 2025 CODE SECTION 303.1 � 303.4 SWIMMING POOLS, SPAS, AND HOT TUBS d�����a� �\ ° �''��
CONSTRUCTION. FINAL FENCING BARRIER PER R3 4FY .2.1MR3bw`8.4Y lYY. ALL GATE ACCESS TO
,SECTION R328 OF THE RESIDENTIAL CODE OBE" NEW YORE
SELF-CLOSING AND SELF LOXICHiINGf LOCKING PER CODE, \ » n a
OF NIEW YORK
POOL AND HOT TUBS TO COMPL•Y��N R403.I0 HEATERS, TIMERS, AND COVER). SECTION 310 OF THE BUILDING CODES
SECTION 303.2 RESIDENTIAL POOLS AND PERMANENT RESIDENTIAL SPAS +.ea
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SEE DETAILS FOR REBAR AND REQUIkED SUPPORT.
SECTION 304.19 POOLS AND SPA GATES, BARRIERS
7. 3500 PSI BRED CONCRETE WALL—S.. MIN. 4.0"Y
SECTION 3014 ENTRAPMENT PROTECTION
3r THE PNEUMATICALLY APPLIED CONCRETE GUI% E) SMALL BE 41000 PSI @ S DAYS, IF APPLICABLE,«(++�y�� SECTION 303.3 ALARMS � � , �. �?\ DATE: z;
26
9. FINE WASHED ;SAND EASE WITH PORTL.AND MIX\\AT BOTTOM.
OMY �
E EN T O OF CONTRACTOR. PROVIDE SOIL SECTION E4201 — E4312 ELECTRICAL CONNE(CTIO�NS FOR POOLS
�OY SOIL CONDITIONS AND SITE: MANAGEMENT T BE RE
TEST' IN POOR SOIL. CONDITIONS.
� DRAWN' �: �.�.
+ .I.. SEE SITE PLAN (BY CONTRACTOR) FOR POOL LOCATION. SUB.ACKS, VARIANCES, AND OTHER 1-1��� �
r STATES AND LOCAL REQUIRIEMENTS TO BE VERIFIED PRIOR TO \COZIGTRU TION. ��� �i�'
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12, DRAIN .COVER.'3 TO MEET CODE REQUIREMENTS (VIF)Y ELTDRAWING TITLE.
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POOLTATIO SURFACE TO SLOPE AWAY FROM POOL �TAV-0 t AND AWAY FR01,4 �C�USE IF CONNE�CTE Dw ���� AUTO SICIMMEMR � rr �S
PROVIDE ADDITIONAL DRAINAGE IF NECESSARY. -------- PuwL
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16. SURCHARGE NOT PERMITTED WITHIN 4' FROM SHALLOW AND 6' FROM DEEP ENDS. �CIO�
vPTIa�val Du�.l MAIN t��tN SPA DEPTH PROFILE
17. POOL EQUIPMENT LOCATION TO BE DETERMINED IN FIELD (MAINTAIN MINIMUM SETBACKS.AS PIPING SCHEMATIC WITH HYDROSTATIC VALVE AND
COLLECi'OR TUBE IN GRAVEL BASE
REQUIRED), NRT'.S.
18. DIVING SOAPED TO BE DETERMINED BY INSTALLER AND OWNER.
19. SALTWATER (SENERATOR SYSTEMS MUST BE INSTALLED E1' A LICENSED PROFESSIONAL TO COMPLY
WITH NATIONAL ELECTRICAL CODE (NEC) STANDARDS. �w r
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RETAINING WALL
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'BOARD TO CONFORM MTH ANSI/APSP./ICG-5 SEC & PoEs
.:2. NO SOIL DISCHARGE PE PA4FfTED. WITHIN 4 FEET,0F EXCAVATION
BARRIER CONSTRUCTED IAW REQ.. OF SEC 328.4,. L CODE(2025) AND ALL. SEC11ONS OF THE SOUTH LD
1 POOL MUST BE SURROUNDED BY A CONTINUOUS 42.9 OF THE NYS WSIDENTIA 0 CODE
.4. WALLS MAY SERVE AS PART OF THE POOL BARRIER ASPER SEC-:304.19 AND ALL WINDOWS HAVE ASELF LATCHING DEVICE
5. ACCESS TELL COMPLY WITH SEC R328.5.2 OF THE NYS RESIDENTIAL COI E(2025)AND BE SELF CLOSING, SELF LATCHING AND BE SECURELY LOCKED WHEN POOL IS NOT IN USE ORSUPERVISED.
ALL,GATES ARE TO OPEN AWAY FROM THE POOL AREA.
6. DURING CONSTRUCTION THE CONTRACTOR SHALL ERECT A TEMPORARY BARRIER AROUND THE EXCAVATION JAW CODE OF THE, TOWN OF SOUTHOLD. Maffituok,Nov York 11952
7, POOL MUST BE EQUIP ED WITH AN APPROVED POOL ALARM CAPABLE OF DETECTING ENTRY INTO THE WATER AND SOUNDIN,GAN AUDIBLE ALARM WHEN DETECTED THAT IS AUDIBLE'.AT THE POOLSIDE AND
INSIDE THE DWELLING. THE ALARM MUST E INSTALLED, M E USE
D IN ACCORDANCE KITH TEH MAUFACTURERS INSTRUCTIONS, THE ALARM MUST MEET ASTM :F2208 "STANDARD SP ECIFICA11ON
BAINTAIND AND
FOR POOL.ALARMS11, THE DEVICE MUST OPERATE INDEPENDENT (NOT ATTACHEDTO OR DEPENDENT ON) OF PERSONS.
REVISIONS
POOL SUCTION FITTINGS (EXCEPT FOR.SURFACE SKIIMERS) MUST BE PROVIDED WITH A COVER THAT CONFORMS TO ASME/ANSI Al 12.19,�8M OR A MINIMUM 18"X23" DRAIN GRATE OR A CHANNEL DRAIN No. --- i
DESCRIPTION DATE
SYSTEM. POOL CIRCULATION SYSTEM MUST RE EQUIPTED WITH. ATMOSPHERIC VACUUM RELIEF. SUCH VACUUM RELIEF SYSTEMS SHALL CONFORM WITH ASME Al 12.19.17 OR BE A GRAVITY' SYSTEM
NG SUCTIN I
:fFTTINGS OF THE ABOV D YPE. THE O FTTIS SHALL BE SEPARATED BY AMINIMUM OF
APPROVED BY THE TOWN OF SOUTHOLD. POOL $ALL BE' PROVIDED WITH A MINIMUM OF 2SUCTION E MENTIONE T TAND MUST BE PIPED SUCH THATWATER IS DRAWN 111ROUGH THEM SIMULTANEOUS.LY, THROUGH A VACUUM RELIEF-PROTECTED LINE, TO THE 'PUMP (OR PUMPS). VACUUM/PRESSURE CLEANING FITTINGS
SHALL BE IN ACCESSIBLE POSITION, MINIMUM OF 6" AND NO GREATER THAN 120 BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR BE AN AlTACHMENT TO THE SKIMMER/SKIMMERS, A REQUIRED POOL
TMOSPHERI UUM RELIEF S YST I .M SHALL ALL BE INSTALLED AS PER NYS RESIDENTIAL CODE R326 �(2025) AND IN ACCORDANCE TO TOW CODE
AC VAC E
9. ALL. ELL. 7rR]CAL WORK SHALL COMPLY WITH THE REQUIREMENTS OF ,.NFPA 70 (NEC), PRINCIPALLY ARTICLE 680 AND THE NYS RESIDENTIAL CODE SECTION 4102 THROUGH 4106. ALL ELECTRICAL DEVICES
CU TFRRUPER (GFC0, CURRENT CARRYING ELECTRICAL CONDUCTORS EXCEPT FOR THOS E
MUST BE APB 'n VED BY UNDERWRITERS LABORATORIES AND BE PROTECTED BY A GOUND FAULT RRENT IN
't " RES, FEN CES OR RAILINGS NEAR OR ADJACENT TO THE
,
PR0VIDlNG, ,lPOWj=r,% T'n POOL LIGHTING ANDPOOL EQUIPMENT MEET THE SEPARATION REQUIREMENTS OF TABLE E4203,5, ALL METAL ENCLOSU
SWIMMING POOL T I HAT MAY BECOME ELECTRICALLY CHARGED DUE TO CONTACT WITH AN ELECTRICAL CIRCUIT SHALL BE EFFECTIVELY GROUNDED.
10. t r R,SOURCE FILLING THE POOL SHALL BE E UIPPPEI WITH A PACKFLOW PROTECTION DEVICE IAW NYS PLUM BINGODE 608.
11. ALL PIPING IS DIAGRAMMA11C UNLESS OTHERWISE STATED. COMPANY:,
12. WALKSr IF PROVIDED SHALL BE NONSLIP AND SLOPE AWAY FROM THE .,P00L EDGE. Nomu r�oRK POOL CAKE
13. A MEANS OF EGRESS FROM DEEP AND SHALLOW ENDS DUST' BE PROVIDED IAW ANSIINSPI-5 SECTION 6.
14. CONTRACTOR TO PLACE THE ,POOL IOW TOWN OF SOUTHOLDCODE SETBACKS.
15, Ail r)RAINAGE FROM THE POOL SHALL BE MAINTAINED ON THE SUBJECT PROPERTY.0
GRO WITHIN THE ATION., IF GROUND WATER E)GSTS WITHIN 610'" FROM GRADE, DEWATERING FACILITIES WILL
16 THE DESiG; BASED ON A, DRAINAGE SOIL WITH <1 0% SILT. UND WATER SHALL NOT EXIST EXCAV ADDRESS.
1315 REQUIRED., BEATERS (IF INSTALLED) FOR THE IN GROUND SWIMMING PO I OL SHALL-BE NAMONAL.APPLIANCE ENERGY CONSERVATION ACT (NAECA) COMPLIANT. POOL HEATERS SHALL BE
17 ALL GAS NIA OIL WA1 HE POOL HEATERS SHALL BE LOCATED OR GUARDED TO PROPOSEM POOL
'ALL BE INSTALLED IAW MANUFACTURERS SPECIFICA"nONS, OIL FIRED POOL HEATERS SHALL BE TESTED tAW UL726.
TESTED IAW ANSI Z21.56 AND 10947 NORTH BAYVIEW RD
P ROTECT AGAINST ACCIDENTAL " IRFACES BY PERSONS. POOL HEATERS SHALL BE PROVIDED WITH TEMPERATURE AND PRE SSURE-RELIEF VAILVES. A BYPASS LINE SHALL, 13E INSTALLED
. 4 SOUTHOLD,NY 11971
O WING ENERG Y C ONSERVATIO N MEASURES.
FROM THE INLET TO OUTLETTO ADJUSTWAIER FLOWTHK�_ WTHE HATER. POOL HEATERS SHALL BE PROVIDED WITH THE FOLL
F THE HEATER WITHOUT ADJUSTING THE THERMOSTAT SETTING
17.1 ALL POOL HEATERS SHALL 13E EQUIPPED WITH AN ON-OFF SWITCH MOUNTED FOR EASY ACCESS TO ALLOW SHUTTING OFF THE OPERA11ON 0
.AND T ALLOW RESTARIING WITHOUT RELIGHTING THE PILOT LIGHT, AT LEAST ONE THERMOSTAL, MUST BE PROVIDED FOR EACH HEATING SYSTEM. HEATED SWIMMING POOLS SHALL BE EQUIPTED WITH A,
OV O
POOL COVER.( exec pt FROM THIS ARE OUTDOOR POOLD) DERIVING 20% OF THE ENERGY FOR HEA11NG THE, POOL FROM RENEWABLE SOURCES ER AN PERATING SEASON.
17.2 TIME'CLOCKS SHALL BE INSTALLED So THE .PUMP CAN :ROE SET TO RUN DURING OFF-PEAK ELECTRICAL DEMAND PERIODS, AND CAN BE SET TO RUN THE MINIMUM TIME NECESSARY TO MAINTAIN THE POOL
WATERIN 'A CLEAN AND I SANITORY CONDMON IAW APPLCIABLE SANfTORY CODE OF NEW YORK STATE.
4/2/26
DAT13-
BACKFILL WILL BE DONE
18 WITH CLEAN EARTH FREE OF ROOTS AND DEBRIS. BACKFILL HEIGHT AND WATER LEVEL TO BE WITHIN 8" OF EACH OTHER- PLACE CONCRETE ON.t SANDY LOAM SOIL. 'CLAY TO BE
REMOVED AND RE-PLACED WITH SANDY LOAM.
DRAWN BY: C.D.
LY. THIS MEETS REQUIREMENTS OF NY
19 THERE IS NO MAIN DRAIN IN THIS POOL. SUCTION FORTHE POOL WATER CICULATION IS "PROVIDED �BY THE SKIMMERS OIN S CODES 6.5 ---------------------FOR ENTRAPMENT PROTECTION SCALE.- AS NOTED
25a THE POOL WAS DESIGNED REFERENCES AS THE FOLLOWING:
3 Dl�) DRAwiNci, Tim
4—
YORK STATE (2025 SEC R328
20A THE RESIDENTIAL BUILDING CODE OF NEW )
DE OF NEWYORK STATE (2025) SECR4,03.1 0
20.2 WE.. ENERGY CONSERVATION CONSTRUG'nON 00 POOL
-ya" NOTES
20,� THERIAIEL GAS CODE OF NEW YORK STATE (20251
wu
20.4, 1T4E: w*7f:vV YOW\,STATE SAN[TORY CODE" <)
XT NO
WGROUND SWIMMING POOLS. SHE
20.5 ANSI/APSP,30C-5 STANDARD FOR RESIDENTIAL .1
20.6 BOCA CODE SEC11ON 421 .
COMPLIES Wf nil 4 CODE OF THE TOWN 'F-' SOUTH OLD SECTION 85-891
20.7 0
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