HomeMy WebLinkAbout47470-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631)765-1802 Planning Board approval
FAX:(631)765-9502 Survey
Southoldtownny.gov Check _
.......
, , Septic Form
N.Y.S.D.E.C.
Trustees
MARPPC.O.Application
...,
2018Flood Permit
Examined 20I Single&Separatew
✓yy Truss Identification Form
Storm-Water Assessment Form
fifi A
Contact:
Approved ) V 2Na(1(_,toga-te: L Nw F e W c,o_— M�jol.l AtX�
q� .7
Disapproved a/c Phone: 20
Expiration ,219.
APPLICATION FOR BUILDING PERMIT
Date March 1st 20 18
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of let and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shal_expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the 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,or 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 for necessary inspections.
(Signature of applicant or name,if a corporation)
1241 Brick Kiln Road,Sad Harbor N_Y 11963
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
Architect
Name of owner of premises Adriaan Gnln (Tam __ ...
(As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
Adriaan Gr ln,Owner
(Name and title of corporate(N rp officer)
Builders License No. K712ITH............
Plumbers License No.
Electricians License N�_. ._._. ..
Other Trade's License No
1. Location of land on which proposed work will be done:
21955 Main Road,Orient NY 11957
House Number Street Hamlet
Map 17-4-23 Block Lot
Coup Tax Ma No. 1000 Section,..
Subdivision Filed Map No.,1700004-0-002300OLot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Single family residential
b. Intended use and occupancy Same... ................
3. Nature of work(check which applicable):New Building Addition--X Alteration
RepairammDemolition Other Work
(Description)
4. Estimated Cost $150,000 Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units_j_Number of dwelling units on each floor
If garage, number of cars
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
7. Dimensions of existing structures,if any:Front 101' Rear 101' —Depth28'-7"
Height 25-8" Number of Stories 2
Dimensions of same structure with alterations or additions: Front 101' Rear 101,
Depth 28'-7" Height 25Number of Stories 2
8. Dimensions of entire new construction:Front 22'-02" Rear 22'-02" Depth 24'-8"
Height 26--5,- Number of Stories— 2
9. Size of lot: Frojil, 228' ...—Rear 371 .—Depth 450
10.Date of Purchase 01/1212016 Name of Former Owner Lucinda Barnes
11.Zone or use district in which premises are situated R-80
12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO x
13.Will lot be re-graded?YES_NO x Will excess fill be removed from premises?YES NO—x
21955 Main Road,Odent NY 11957
14.Names of Owner of premises Addaan G Addrc�s Phone No,
Li rJLrj _IOA614Q4:469B �
Name of Architect Lawrence McDonald Address 1241 Brick Kiln Rd.Sags rfrNo (917)224-2204
Name of Contractorj-kory Dominguez Address Phone No. (631)871-1192
346 Flander Rd.Riverhead NY 11901
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO x
IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland?*YES NO x
IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18.Are there any covenants and restrictions with respect to this property?* YES x NO—
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
C, Ss'
COUNTY(`.)F:�AaK)
Lawrence McDonald ......................................... being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the Architect (Contractor,Agent,Corporate OK Cj
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 knowledge and belief-,and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to
C ore,Bic 041s TRACEY L. IDWYER
204TARY PUBLIC,S;fATE OF NEW YORK
NO.01 DW6306900
L ALIFIED N-Sl
(j No, Public COMMISSION EXPIRES JUNE of,A ppflw�ant
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00
Date.
New Construction: r Old or Pre-existing Building: _m rrr (check ones) l
Location of Property; 2..� ��...,"7 ..M ................ -� ,t, S
House No. Street 1 Hamlet
Owner or Owners.of Property � m ., .,_� � „�.� ___140VM�4r i�
,m..
Ultolk.COunty "`aX Map No 1000, Section ��—� ^��a�...Block Lot
Subdivision ... .....................................Filed Map. Lot:.
Permit No. Q Date of Permit.-tummy ___ Applicant:
Health Dept. Approval: _...............Underwriters Approval: ..
-------
Planning Board Approval:
Request for: Temporary ryCertificate
Final Certificate: � (check one)
Fee Submitted: $ L
r`
A,plicant Signature
Scott A. Russell ' STO�]R.M[WA' IER,
Ig
SUPERVISOR 4AMIA NA\GIENIHENT
SOUTHOLD TOWN HALL-P.O.Box 1179 � z�
53095 Main Road-SOUTHOLD,NEW YORK 11971 " n Town ofsouthold
,
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
O1 1`111S 13TROJ.EX717 INVOLVE V 1UNY O1•n FI-TE F01.A:U)W1. G-
N,¢, ( PdifGK All.. THAI APPLY)�{P..,'s
®0 A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑E] B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
E]E] C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑❑ E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
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Reviewed By:
Da t e:
Property address / Location of Construction Work:
"epnpa med Bou psmc.e7;aaar;B£ti ildinn�Repair,
1955 Ma
NIn.rorl. u'lir;u�II�,11�1� 1 9��t "
� .... S �'aten I�'ba�lrnag�;�aneunt La�utp'na�p I'prsun Not Reqa.apa-ed,
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fl[r�u�rrauni tcy l�au�xuaa�a au��n . Ificn naW��.1
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P_ O. Box 1179 �_ _..r .-...
"t
4.-
BUILDING-DEPARTMENT
TENT
NOTICE OF UTILIZATION OF TRUSS TYPE, CONSTRUCTION PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
DatQ: o5"
Owner:
Location �
n of Properly: w � �
Please take notice that the(check applicable:line):
1
New commercial orresidential structure
Addition to existing commerdial or residential structure
Rehabilitabon-td.,an existing commercial or residential structure
to be consiuctod or performed at the subject property reference above will utilize
(check applicable;line):
Truss type construction (TT)
Pre-engineered.wood construction (PW)
Timber construction (TC)
in the fOIIowin loc 0
Floor framing, including girders and beams (F)
Roof framing (R)
Flo r and roof framing (FR)
Signature: .........
_.....
.
Name (person submitting this form): W
Capacity(check applicable line):
..... _ Owner
- Owner representative X
TrussReg15.docx Effective 1/1/2015
SURVEY OF DESCRIBED PROPERTY
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ARCHITECT
LAWRENCE V.MCDONALD,JR.
y / 1241 BRICK KILN ROAD
/ SAG HARBOR NY 11963
X� ti MOBILE: 204
A0-POPO / LVM@COLVM.COM
Issue Name
/ 7-- ISSUED FOR REVIEW 03-01-2018
/ �i i / Project Title
ORIENT HOUSE
/ ^ i PETE'S HILL ROAD(12955 MAIN RD.)
ORIENT,NY 11957
sneer rule
SITE PLAN
INDICATES 26 SET BACK
I LOT SIZE:116,531 SQ-FT
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ARCHITECT
J_ LAWRENCE V.MCDONALD,JR.
1241 BRICK KILN ROAD
i i--,-1 1-1— i T SAG HARBOR NY 11963
LL - - - r - MOBILE: 917 224-2204
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EXISTING ONE EXISTINGONE ® "_ Project Title
STORY ART STUDIO STORV FAMILV
1 1 ROOM TO REMAIN -
ORIENT HOUSE
1
L 11 1-- E'S HILL ROAD(12955 MAIN RD.)
ORIENT,
f-' r ORIENT.NY 11957
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LEGEND
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ARCHITECT
LAWRENCE V.MCDONALD,JR.
05 WINDOW SCHEDULE SAG HARBOR 1241 BRICK LROANY 11�D3
ELEC.CLO.
MOBILE:(917)224-2204
TAG DESCRIPTION SIZE LVM@COLVM.COM
04
01 CUSTOM DOUBLE PANE INSULATED FIXED GLASS WINDOW 19"x 54"
02 ANDERSON 400 SERIES WOODWRIGHT DOUBLE HUNG �.X�.
Issue Name
WHITE INSIDE&OUTSIDE WITH COLONIAL GRILLE
CM/SD
03 EXISTING STUDIO WINDOW TO BE REPOSITIONED
01
UP 04 EXISTING STUDIO WINDOW TO BE REPOSITIONED
—� ISSUED FOR REVIEW 03-01-2018
X Project Title
N e'
ART STUDIO 1 ORIENT HOUSE
01
G) PETE'S HILL ROAD(12955 MAIN RD.)
O
ORIENT,NY 11957
c
=N 03 m DOOR SCHEDULE Sheet Title
N ART STUDIO FLOOR PLANS
TAG DESCRIPTION SIZE
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ARCHITECT
LAWRENCE V.MCDONALD,JR.
1 1241 BRICK KILN ROAD
SAG HARBOR NY 11963
T,_j- LT- MOBILE:(917)224-2204
1 T-
i LVM@COLVM.COM
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Issue Name
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i \ I L
EASTERN WHITE ( —I CEDAR SHINGLES ISSUED FOR REVIEW 03-01-2018
6"EXPOSURE Project Title
ORIENT HOUSE
PETE'S HILL ROAD(12955 MAIN RD.)
ORIENT,NY 11957
Sheet Title
m
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AREA OF WORK z 0
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Dn.No.:
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SCALEVI
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LAl DETAIL TAG.
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ARCHITECT
EASTERN WHITE LAWRENCE V.MCDONALD,JR.
CEDAR SHINGLES 1241 BRICK KILN ROAD
6"EXPOSURE SAG HARBOR NY 11963
MOBILE:(917)224-2204
LVM@COLVM.COM
EXISTING WINDOW EXISTING WINDOW
RE USED
TO BE TO BE RE-USED
Issue Name
o
L!
ISSUED FOR REVIEW 03-01-2018
Project Title
ORIENT HOUSE
PETE'S HILL ROAD(12955 MAIN RD.)
ORIENT,NY 11957
Sheet Title
ART STUDIO EXTERIOR ELEVATION
ART STUDIO-EAST ELEVATION
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Scale: 114"=1'-0"
D.wg.No.:
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NAILING SCHEDULE J Al 0
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JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL .x- . F.rvLF)
COMMON NAILS BOX NAILS SPACING X eAo F E6 W1$ HEIGHT INDICATOR.
ROOF FRAMING
e BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END
RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-1
6d EACH END
WALL FRAMING
H6 TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d 5-16d @ JOINTS
c STUD TO STUD(FACE NAILED) 2-16d 2-16d 24"O.C.
fi, HEADER TO HEADER(FACE NAILED) 16d 16d 16"O.C.ALONG EDGES
,�.. FLOOR FRAMING
c D ' JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-1 Od EACH END
BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-1Od EACH END
t BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK
LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST
JOIST TO LEDGER TO BEAM(TOE-NAILED) 3-8d 3-10d EACH END
BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d EACH END
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o ° RAFTER OR TRUSSES SPACED UP TO 16"O.C. 8d 10d 4"EDGE/4"FIELD
r RAFTER OR TRUSSES SPACED OVER 16"O.C. 8d 10d 6'EDGE/6"FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANGE 8d 10d 6"EDGE/6"FIELD
° GABLE ENDWALL RAKE OR RAKE TRUSS W/STRUCTURAL OUTLOO<ERS 8d 10d 6"EDGE/6"FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE 14"FIELD
CEILING SHEATHING
GYPSUM WALLBOARD 5d COOLERS 7'EDGE/10"FIELD
WALL SHEATHING
SIMPSON STRONG TIE H6 and LTP4 SIMPSON STRONG TIE ST22 SIMPSON STRONG RIDGE STRAP SIMPSON STRONG TIE MTS12 WOOD STRUCTURAL PANELS
STUDS SPACED UP TO 24'O.C. 8d 10d 6"EDGE/12"FIELD
12"&25/32"FIBERBOARD PANELS 8d CORROSION RESIST 3"EDGE/6"FIELD
12"GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD
FLOOR SHEATHING
WOOD STRUCTURAL PANELS
1"OR LESS 8d IOd 6"EDGE/12'FIELD
GREAT THAN V 10d 10d 6"EDGE/6"FIELD
2x8 SOLID STAGGERED
BLOCKING AT MID SPAN TO BE
FLUSH TO BOTTOM(ALLOW
AIR FLOW OVER BLOCKING AT
CATHEDRAL CEILINGS
ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE 2015 IRC AND THE NEW YORK 2016
UNIFORM CODE SUPPLEMENT.
o
0
Q STRUCTURAL FRAMING NOTES
r NOTE
CONTINUOUS LOAD PATH.THE INTERCONNECTION OF ALL FRAMING ELEMENTS IS CRITICAL TO A
2 x AS REQUIRED ROOF RAFTER o WIND-RESISTIVE BUILDING.A CONTINUOUSLOAD PATH OF INTERCONNECTED FRAMING ELEMENTS FROM
t:
o FOOTINGS AND FOUNDATION WALLS TO FLOORS,WALLS,AND ROOF FRAMING SHALL BE PROVIDED.
THE BUILDING SHALL NOT EXCEED TWO STORIES OR A MEAN ROOF HEIGHT OF 33 FEET,MEASURED
FROM AVERAGE GRADE TO AVERAGE ROOF ELEVATION.THE MAXIMUM TOP PLATE TO RIDGE HEIGHT
RAFTER BLOCKING DETAIL SIMPSON STRONG TIE H8 SIMPSON STRONG TIE BP SIMPSON STRONG TIE HTS20 SHALL NOT EXCEED 10 FEET
FOUNDATION ANCHORAGE:
THE STRUCTURE SHALL BE ANCHORED TO THE FOUNDATION TO RESIST LOADS WITH A HOLD DOWN. ARCHITECT
ANCHOR BOLTS,USE 5/8"ANCHOR BOLTS TO RESIST UPLIFT,LATERAL,AND SHEAR LOADS.BOLTS SHALL LAWRENCE V.MCDONALD JR.RA
AG
BE INSTALLED WITH 3"'X3"X1/4"PLATE WASHERS. S BRICK KILN ROAD
SAG HARBOR NY 11963
TEL:(212)227-4309
ADDITIONAL ANCHORAGE SHALL BE INSTALLED ON EACH SIDE OF ANY EXTERIOR WALL OPENING THAT CELL:(917)224-2204
HURRICANE PANEL NOTES CONTAINS A HEADER THAT RESISTS WIND LOADS. FAX:(212)227-4309
STRUCTURAL STEEL NOTES WALLS: LVM@COLVM.COM
ALL STRUCTURAL STEEL SHALL BE A-36 STEEL CONFORMING TO ASTM SPECIFICATIONS. WOOD STRUCTURAL PANELS SHALL BE PROVIDED FOR ALL EXTERIOR WINDOW AND DOOR UNITS AS PER LOADBEARNG WALLS SHALL NOT EXCEED 10 FEET IN HEIGHT.NON-LOADBEARING WALLS SHALL NOT Issue Name
NYS CODE EXCEED 20 FEET IN HEIGHT
ALL STRUCTURAL STEEL FABRICATION,ERECTION AND CONNECTIONS SHALL CONFIRM TO THE LATEST AISC STANDARDS AND SPECIFICATIONS TYPE 2 CONSTRUCTION EXCEPT AS NOTED. ALL PANELS TO BE PROVIDED WITH ATTACHMENTS AS PER NYS CODE. WALL STUD SPACING SHALL NOT EXCEED 24 INCHES ON CENTER
ALL FIELD CONNECTIONS TO BE 3/4"DIA.MACHINE BOLTS UNLESS INDICATED OTHERWISE.SHOP WOOD STRUCTURAL PANELS AND THEIR ATTACHMENTS SHALL MEET APPROVAL OF EAST HAMPTON WOOD STUDS SHALL BE DOUGLAS FIR-LARCH AND BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS.
CONNECTIONS TO BE EITHER MACHINE BOLTED OR WELDED.ALL BOLTS TO BE A-325 FRICTION TYPE. TOWN OFFICIALS.
CONNECTIONS SHALL BE PER TYPE 1 CONSTRUCTION PER AISC FOR PORTAL FRAMES AND SHALL BE DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL EXTERIOR STUD WALLS.THE DOUBLE ISSUED FOR REVIEW 03-01-2018
DETAILED TO DEVELOP AT LEAST FULL ALLOWABLE MOVEMENT AND SHEER CAPACITY.ALL REMAINING IT IS RECOMMENDED THAT THE OWNER CHECK WITH HIS/HER INSURANCE COMPANY BEFORE PLATES SHALL OVERLAP AT THE CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR Project Title
STEEL TO HAVE TYPE 2 CONNECTIONS.A307 BOLTS MAY BE USED FOR MINOR CONNECTIONS WHEN PROCEEDING WITH HURRICANE PROTECTION MANUFACTURE AND INSTALLATION. LOADBEARING WALLS.DOUBLE TOP PLATES SHALL BE LAP-SPLICED WITH END JOINTS AND OFFSET.
1241 BRICK KILN ROAD
ACCEPTABLE TO ENGINEER.
ALL PANELS TO BE NUMBERED AS PER THE WINDOW SCHEDULE. OPENINGS IN EXTERIOR WALLS SHALL BE FRAMED WITH MIN.#2 GRADE DOUGLAS FIR-LARCH LUMBER. SAG HARBOR,NY 11963
THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR A COPY OF PLANS,ELEVATIONS AND WINDOW SCHEDULE SHALL BE STORED WITH THE PANELS AND WHEN WALL OPENINGS DO NOT EXTEND TO THE FLOOR BELOW,SILL PLATES SHALL BE PROVIDED.
APPROVAL.ERECTION OF STRUCTURAL STEEL SHALL NOT PROCEED UNTIL THE SHOP DRAWINGS HAVE ATTACHMENTS IN A DRY,INDOOR SPACE. Sheet Title
BEEN APPROVED. FULL HEIGHT WALL STUDS SHALL BE PROVIDED AT EACH END OF AN EXTERIOR WALL OPENING.
CONSTRUCTION DETAILS
ALL WELDING SHALL CONFORM TO AISC AND AWS SPECIFICATIONS. EXTERIOR WALL SHEATHING SHALL BE A MINIMUM OF 3/8"WOOD STRUCTURAL PANEL SHEATHING
CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ATTACHED PER THE NAILING SCHEDULE
STEEL ENCASED IN CONCRETE SHALL NOT BE PAINTED.ALL STEEL SURFACES NOT IN CONTACT WITH
CONCRETE SHALL RECEIVE ONE SHOP COAT OF APPROVED PAINT,AND AFTER ERECTION,ONE FIELD HOLD DOWNS ARE REQUIRED AT EACH END OF A SHEAR WALL LINE. •rrT '^
ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE 2015 IRC AND THE NEW YORK 2016
COAT.OMIT PRIMER PAINT AT LOCATION OF FIELD WELDS AND HIGH STRENGTH BOLTS.THERE AREAS f
UNIFORM CODE SUPPLEMENT.
SHALL RECEIVE TWO COATS ONCE CONNECTIONS HAVE BEEN COMPLETED. EXTERIOR WALL CLADDING SHALL BE RATED FOR A 130 MPH EXPOSURE B 3-SECOND GUST WIND SPEED ,�G McD p,� '•�� "�
TOWN IS LOCATED IN A 130 MPH HURRICANE PRONE WIND ZONE.THE RESIDENTIAL CODE REQUIRES AND BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. `c� ��� �J• �4
NO BEAMS OR COLUMNS SHALL BE CUT BY THE PLUMBING OR AIR CONDITIONING CONTRACTORS Ca�'
THAT THIS WOOD FRAME DWELLING BE DESIGNED WITH THE FOLLOWING REFERENCE DOCUMENTS
WITHOUT APPROVAL OF THE ENGINEER. ROOF: G� Q t -
(R301.2) ROOF FRAMING SPANS SHALL NOT EXCEED 36 FEET �j,;M1 ;-y'-, `j 1A'
THE STRUCTURE SHALL BE PROPERLY GUYED AND BRACED. WIND EXPOSURE CATEGORY=B k
ROOF SLOPE SHALL NOT BE GREATER THAN 12 IN 12.
GROUT UNDER ALL COLUMN AND BEAM BEARING PLATES.GROUT SHALL BE NON-SHRINK,PROPER OR
EQUAL. WIND LOAD DESIGN FACTOR=130 MPH A RIDGE BEAM SHALL BE INSTALLED AT THE ROOF PEAK.RAFTERS SHALL BEAR DIRECTLY ON THE RIDGEBEAM OR BE SUPPORTED BY HANGERS FROM FRAMING ANCHORS.
PROVIDE LOOSE LINTELS AS REQUIRED FOR OPENINGS IN MASONRY WALLS AND PARTITIONS. SEISMIC DESIGN CATEGORY=B TO THE RIDGE BEAM OR OPPOSING RAFTER WITH A RIDGE STRAP. EACH RAFTER SHALL BE CONNECTED � T3Fc•\e\ `rr
PROVIDE HOLES IN SHOP FOR BOLTED BLOCKING,PIPE PENETRATIONS,ECT.DETAILS SHALL BE SHOWN GROUND SNOW LOAD=MODERATE TO HEAVY WHEN CEILING JOISTS AND RAFTER TIES ARE OMITTED AND THE RAFTERS ARE USED TO CREATE AN
ON SHOP DRAWINGS FOR REVIEW BY ENGINEER. MEAN ROOF HEIGHT=15'AS PER HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT TABLE. OPEN CEILING,RAFTER ENDS SHALL BE SUPPORTED ON BEARING WALLS,HEADERS,AND RIDGE BEAMS.
BEAM WEB STIFFENERS SHALL BE PROVIDED AT POINTS OF REACTIONS. DEAD&LIVE LOADS FOR ALL FLOORS,ATTIC,PORCHES,DECKS,BALCONIES AND SNOW(45 PSF.) ROOF SHEATHING SHALL BE MINIMUM 3/8"WOOD STRUCTURAL PANEL SHEATHING.
BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO ROOF
THIS DESIGN ACCOUNTS FOR UPLIFT,SHEAR AND OVERTURNING MOMENTS DUE TO WIND. FRAMING MEMBERS IN THE FIRST TWO TRUSS OR JOIST SPACES.BLOCKING SHALL BE SPACED AT A
MAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS ARE GIVEN IN THE NAILING SCHEDULE.
GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS FOR ONE AND TWO FAMILY DWEELINGS 2015 Scale:NTS
ADDITION Project No.:13-ON
D".No.:
A-600 . 00
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5/8"ZIP SYSTEM ROOF SHEATHING W/TAPED SEEMS
2x10"DOUGLAS FIR RAFTERS @ 16'O.C.(BAYS FILLED WITH OPEN CELL FOAM)
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1241 BRICK KILN ROAD
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SAG HARBOR NY 11963 EASTERN WHITE CEDAR SHINGLES MOBILE:(917)224-2204
{� HENRY BLUESKIN HOUSE WRAP LVM@COLVM.COM
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APPLY LATICRETE VAPOR
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PETE'S HILL ROAD(12955 MAIN RD.)
EXISTING 8'CONCRETE BLOCK FOUNDATION
ORIENT,NY 11957
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1241 BRICK KILN ROAD
SAG HARBOR NY 11963
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ROOM TO REMAIN ORIENT HOUSE
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ORIENT HOUSE
PETE'S HILL ROAD(12955 MAIN RD.)
ORIENT,NY 11957
Sheet Title
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8R BRICK KILN ROAD
T L T T `T T T T' SAG HARBOR NY 11963
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COMMON NAILS BOX NAILS SPACING •xx"FF. HEIGHT INDICATOR.
ROOF FRAMING
BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END
RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END
0
WALL FRAMING
H6 TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d 5-16d Q JOINTS
° STUD TO STUD(FACE NAILED) 2-16d 2-16d 24"O.C.
t'O ° HEADER TO HEADER(FACE NAILED) 16d 16d 16"O.C.ALONG EDGES
t _ FLOOR FRAMING
o -
JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d EACH END
BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END
/ BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK
LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST
JOIST TO LEDGER TO BEAM(TOE-NAILED) 3-8d 3-10d EACH END
LTP4 v BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d EACH END
0 0
BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 3-16d PER FOOT
0 0 0
ROOF SHEATHING
0 o WOOD STRUCTURAL PANELS 8d 10d 6"EDGE/6"FIELD
0
RAFTER OR TRUSSES SPACED UP TO 16"O.C. 8d 10d 4"EDGE/4"FIELD
RAFTER OR TRUSSES SPACED OVER 16"O.C. 8d 10d 6"EDGE B"FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS WAD GABLE OVERHANGE 8d 10d 6"EDGE/6"FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS W/STRUCTURAL OUT L ERS 8d 10d 6"EDGE/6"FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD
CEILING SHEATHING
GYPSUM WALLBOARD 5d COOLERS T EDGE/10"FIELD
WALL SHEATHING
SIMPSON STRONG TIE H6 and LTP4 SIMPSON STRONG TIE ST22 SIMPSON STRONG RIDGE STRAP SIMPSON STRONG TIE MTS12 WOOD STRUCTURAL PANELS
STUDS SPACED UP TO 24"O.C. 8d 10d 6"EDGE/12"FIELD
1/2"&25/32"FIBERBOARD PANELS 8d CORROSION RESIST 3"EDGE AB"FIELD
1/2"GYPSUM WALLBOARD 5d COOLERS 7"EDGE/Ur FIELD
FLOOR SHEATHING
WOOD STRUCTURAL PANELS
1"OR LESS 8d 10d 6"EDGE/12"FIELD
2x8 SOLID STAGGERED GREAT THAN 1" 10d 10d 6"EDGE l6"FIELD
BLOCKING AT MID SPAN TO BE
FLUSH TO BOTTOM(ALLOW
AIR FLOW OVER BLOCKING AT
CATHEDRAL CEILINGS
ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE 2015 IRC AND THE NEW YORK 2016
` UNIFORM CODE SUPPLEMENT.
of -
0
0
STRUCTURAL FRAMING NOTES
1
NOTE
—w CONTINUOUS LOAD PATH.THE INTERCONNECTION OF ALL FRAMING ELEMENTS IS CRITICAL TO A
2 x AS REQUIRED ROOF RAFTER o o WIND-RESISTIVE BUILDING.A CONTINUOUSLOAD PATH OF INTERCONNECTED FRAMING ELEMENTS FROM
FOOTINGS AND FOUNDATION WALLS TO FLOORS,WALLS,AND ROOF FRAMING SHALL BE PROVIDED.
THE BUILDING SHALL NOT EXCEED TWO STORIES OR A MEAN ROOF HEIGHT OF 33 FEET,MEASURED
FROM AVERAGE GRADE TO AVERAGE ROOF ELEVATION.THE MAXIMUM TOP PLATE TO RIDGE HEIGHT
RAFTER BLOCKING DETAIL SIMPSON STRONG TIE H8 SIMPSON STRONG TIE BP SIMPSON STRONG TIE HTS20 SHALL NOT EXCEED 10 FEET
FOUNDATION ANCHORAGE:
THE STRUCTURE SHALL BE ANCHORED TO THE FOUNDATION TO RESIST LOADS WITH A HOLD DOWN. ARCHITECT
ANCHOR BOLTS,USE 5/8"ANCHOR BOLTS TO RESIST UPLIFT,LATERAL,AND SHEAR LOADS.BOLTS SHALL LAWRENCE V.MCDONALD JR.RA
BE INSTALLED WITH 3'X3'X1/4'PLATE WASHERS. 1241 BRICK KILN ROAD
SAG HARBOR NY 11963
TEL:(212)227-4309
ADDITIONAL ANCHORAGE SHALL BE INSTALLED ON EACH SIDE OF ANY EXTERIOR WALL OPENING THAT CELL:(917)224-2204
CONTAINS A HEADER THAT RESISTS WIND LOADS. �VM@Co
STRUCTURAL STEEL NOTES HURRICANE PANEL NOTES VM COM
WALLS:
ALL STRUCTURAL STEEL SHALL BE A-36 STEEL CONFORMING TO ASTM SPECIFICATIONS. WOOD STRUCTURAL PANELS SHALL BE PROVIDED FOR ALL EXTERIOR WINDOW AND DOOR UNITS AS PER LOADBEARNG WALLS SHALL NOT EXCEED 10 FEET IN HEIGHT.NON-LOADBEARING WALLS SHALL NOT Issue Name
NYS CODE EXCEED 20 FEET IN HEIGHT
ALL STRUCTURAL STEEL FABRICATION,ERECTION AND CONNECTIONS SHALL CONFIRM TO THE LATEST
AISC STANDARDS AND SPECIFICATIONS TYPE 2 CONSTRUCTION EXCEPT AS NOTED. ALL PANELS TO BE PROVIDED WITH ATTACHMENTS AS PER NYS CODE WALL STUD SPACING SHALL NOT EXCEED 24 INCHES ON CENTER
ALL FIELD CONNECTIONS TO BE 3/4"DIA.MACHINE BOLTS UNLESS INDICATED OTHERWISE.SHOP WOOD STRUCTURAL PANELS AND THEIR ATTACHMENTS SHALL MEET APPROVAL OF EAST HAMPTON WOOD STUDS SHALL BE DOUGLAS FIR-LARCH AND BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS.
CONNECTIONS TO BE EITHER MACHINE BOLTED OR WELDED.ALL BOLTS TO BE A-325 FRICTION TYPE. TOWN OFFICIALS.
CONNECTIONS SHALL BE PER TYPE 1 CONSTRUCTION PER AISC FOR PORTAL FRAMES AND SHALL BE DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL EXTERIOR STUD WALLS.THE DOUBLE ISSUED FOR REVIEW 03-01-2018
DETAILED TO DEVELOP AT LEAST FULL ALLOWABLE MOVEMENT AND SHEER CAPACITY.ALL REMAINING IT IS RECOMMENDED THAT THE OWNER CHECK WITH HIS/HER INSURANCE COMPANY BEFORE PLATES SHALL OVERLAP AT THE CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR Project Title
STEEL TO HAVE TYPE 2 CONNECTIONS.A-307 BOLTS MAY BE USED FOR MINOR CONNECTIONS WHEN PROCEEDING WITH HURRICANE PROTECTION MANUFACTURE AND INSTALLATION. LOADBEARING WALLS.DOUBLE TOP PLATES SHALL BE LAPSPUCED WITH END JOINTS AND OFFSET.
ACCEPTABLE TO ENGINEER. 1241 BRICK KILN ROAD
ALL PANELS TO BE NUMBERED AS PER THE WINDOW SCHEDULE. OPENINGS IN EXTERIOR WALLS SHALL BE FRAMED WITH MIN.#2 GRADE DOUGLAS FIR-LARCH LUMBER. SAG HARBOR,NY 11963
THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR WHEN WALL OPENINGS DO NOT EXTEND TO THE FLOOR BELOW,SILL PLATES SHALL BE PROVIDED.
APPROVAL ERECTION OF STRUCTURAL STEEL SHALL NOT PROCEED UNTIL THE SHOP DRAWINGS HAVE A COPY OF PLANS,ELEVATIONS AND WINDOW SCHEDULE SHALL BE STORED WITH THE PANELS AND Sheet Idle
BEEN APPROVED. ATTACHMENTS IN A DRY,INDOOR SPACE. FULL HEIGHT WALL STUDS SHALL BE PROVIDED AT EACH END OF AN EXTERIOR WALL OPENING.
CONSTRUCTION DETAILS
ALL WELDING SHALL CONFORM TO AISC AND AWS SPECIFICATIONS. EXTERIOR WALL SHEATHING SHALL BE A MINIMUM OF 3/8"WOOD STRUCTURAL PANEL SHEATHING
STEEL ENCASED IN CONCRETE SHALL NOT BE PAINTED.ALL STEEL SURFACES NOT IN CONTACT WITH CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ATTACHED PER THE NAILING SCHEDULE
CONCRETE SHALL RECEIVE ONE SHOP COAT OF APPROVED PAINT,AND AFTER ERECTION,ONE FIELD HOLD DOWNS ARE REQUIRED AT EACH END OF A SHEAR WALL LINE. �'w
COAT.OMIT PRIMER PAINT AT LOCATION OF FIELD WELDS AND HIGH STRENGTH BOLTS.THERE AREAS ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE 2015 IRC AND THE NEW YORK 2016 E p
SHALL RECEIVE TWO COATS ONCE CONNECTIONS HAVE BEEN COMPLETED. UNIFORM CODE SUPPLEMENT.
EXTERIOR WALL CLADDING SHALL BE RATED FOR A 130 MPH EXPOSURE B 3-SECOND GUST WIND SPEED
AND BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. !��•
NO BEAMS OR COLUMNS SHALL BE CUT BY THE PLUMBING OR AIR CONDITIONING CONTRACTORS TOWN IS LOCATED IN A 130 MPH HURRICANE PRONE WIND ZONE.THE RESIDENTIAL CODE REQUIRES
WITHOUT APPROVAL OF THE ENGINEER. THAT THIS WOOD FRAME DWELLING BE DESIGNED WITH THE FOLLOWING REFERENCE DOCUMENTS ��,A
(11301.2) ROOF: 2 (d z,. '...; ;.,a, � i • •'
THE STRUCTURE SHALL BE PROPERLY GUYED AND BRACED. ROOF FRAMING SPANS SHALL NOT EXCEED 36 FEETWIND EXPOSURE CATEGORY=B
ROOF SLOPE SHALL NOT BE GREATER THAN 12 IN 12. ` F• J
GROUT UNDER ALL COLUMN AND BEAM BEARING PLATES.GROUT SHALL BE NON-SHRINK,PROPER OR
EQUAL WIND LOAD DESIGN FACTOR=130 MPH A RIDGE BEAM SHALL BE INSTALLED AT THE ROOF PEAK.RAFTERS SHALL BEAR DIRECTLY ON THE RIDGE `s
BEAM OR BE SUPPORTED BY HANGERS FROM FRAMING ANCHORS.EACH RAFTER SHALL BE CONNECTED � �3
PROVIDE LOOSE LINTELS AS REQUIRED FOR OPENINGS IN MASONRY WALLS AND PARTITIONS. SEISMIC DESIGN CATEGORY=B
TO THE RIDGE BEAM OR OPPOSING RAFTER WITH A RIDGE STRAP.
PROVIDE HOLES IN SHOP FOR BOLTED BLOCKING,PIPE PENETRATIONS,ECT.DETAILS SHALL BE SHOWN GROUND SNOW LOAD=MODERATE TO HEAVY `
ON SHOP DRAWINGS FOR REVIEW BY ENGINEER. WHEN CEILING JOISTS AND RAFTER TIES ARE OMITTED AND THE RAFTERS ARE USED TO CREATE AN
MEAN ROOF HEIGHT=IV AS PER HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT TABLE. OPEN CEILING,RAFTER ENDS SHALL BE SUPPORTED ON BEARING WALLS,HEADERS,AND RIDGE BEAMS.
BEAM WEB STIFFENERS SHALL BE PROVIDED AT POINTS OF REACTIONS.
DEAD&LIVE LOADS FOR ALL FLOORS,ATTIC,PORCHES,DECKS,BALCONIES AND SNOW(45 PSF.) ROOF SHEATHING SHALL BE MINIMUM 3/8"WOOD STRUCTURAL PANEL SHEATHING.
BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO ROOF
THIS DESIGN ACCOUNTS FOR UPLIFT,SHEAR AND OVERTURNING MOMENTS DUE TO WIND. FRAMING MEMBERS IN THE FIRST TWO TRUSS OR JOIST SPACES.BLOCKING SHALL BE SPACED AT A
MAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS ARE GIVEN IN THE NAILING SCHEDULE.
GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS FOR ONE AND TWO FAMILY DWEELINGS 2015 Scale:NTS
ADDITION Project No.:13-004
D".No.:
A-600 . 00
LEGEND
#
FA1.0 SECTION TAG.
LJ
A10 DETAIL TAG.
"x x AZQ$i HEIGHT INDICATOR.
LVL RIDGE BEAM
FROM OUTSIDE IN:
18"AGO TREATED WESTERN RED CEDAR SHINGLES @ 5.5"EXPOSURE
CEDAR BREATHER VENTILATED UNDERLAYMENT BY BENJAMIN OBDYKE
5/8"ZIP SYSTEM ROOF SHEATHING W/TAPED SEEMS
2x10"DOUGLAS FIR RAFTERS @ 16"O.C.(BAYS FILLED WITH OPEN CELL FOAM)
1/2"GYPSUM WALL BOARD
1
m I
U7
z I I KNEE WALL
z `
m I �I I EVE
� I
I
---- — - -- — ARCHITECT
2x12 FLOOR JOIST
LAWRENCE V.MCDONALD,JR.
1241 BRICK KILN ROAD
FROM OUTSIDE IN: SAG HARBOR NY 11963
EASTERN WHITE CEDAR SHINGLES MOBILE:(917)224-2204
{� HENRY BLUESKIN HOUSE WRAP LVM@COLVM.COM
S J FO NEW
PLYWOOD SHEATHING
(!\ � FOR NEW WALLS:2x4 WALL STUDS @ 16 O.0(INSULATED W/CLOSED CELL SPRAY FOAM)
5/8"WALL BOARD
I Issue Name
o
I o
I �I
�I I REVISED 06-01-2018
I I
I ISSUED FOR REVIEW 03-01-2018
Project Title
APPLY LATICRETE VAPOR
BARRIER TO EXISTING SLAB ORIENT HOUSE
EXISTING 8'CONCRETE BLOCK FOUNDATION PETE'S HILL ROAD(12955 MAIN RD.)
ORIENT,NY 11957
GRADE
\/\\/\\/\\/\\/\ Sheet Title
j // EXISTING4B� ON GRADE % ART STUDIO SECTION
\ �`V q
EXISTING FOOTING
ART STUDIO-SECTION
SCALE'SW-r4r
Scale: 1/4"■V-0"
D".No.:
A-900 . 00
Skimmer
Q
0/ (Typ.of 4) / Q
/.I /I Color LED Pool
Light (Typ.of 9)
tA-A
Section
Elev.0.0
/ �I / t Pool Return 1
(Typ. of 6) I/
+0.0
..Deck
Elev.0.0
Tel
Prop osed-Swim min Pool La :out
-� Scale: 1/4"_.1�.. . ..
0'
Water Top of Coping Inside fool Face
Deck Level Level Stone
T77-
1,Bars at Each
r..Tied to Cage T
,To Steel Cage °
12 Min.
L-61-6111
8"Min.Thick
Bluestone or Gravel
37'-6'
2 Pool Section A-A
_ Scale: 1/4', 1.
25'
Coping Frost Proof inside Pool Face Water Top of Coping
Grade Stone Tile Band Level Stone Deck Level
4
N Underwater Water
Light Level
Wall
° °
Inlet
8"Win.Thick
Bluestone or Grdvel
3 Pool Section B-B
- Not to Scale
4: 5
Shotcrete Shall"Conform
;. Section To ACI 318 4.2.2
B-B 12"Wide . 1--12"— 1 Deck
Coping 16
Autofill 3" WafierLine w
° # � , Provide Expansion
o J
5X6oint
6' i 1
Frost-Proof a '
/I Tile at
!� Water Line
1/2"Marcite
Finish
�---�
#4 Stirrups C� 12 O.C: ' i A ;
3'-9,,.
Io
1-#4 Bars =
@1 12"O.C.
Deck i Horizontal
Elev.0.0 '
i
'#4 Bars
i'®6"O.C.
r Vertical
6".Radius--,,., $' ;. Steel-Tex
a. Pneumatically
4 8a r ; Applied Concrete
A i (Sho c ,500 psi,rein.)
Clear _ trete 4
i Section 6 to$, of Stone or
(Min.) 2'-U'Min.Lap Gravel Under Structure
" *Note:
L Floor Steel,14 Bars.@ 12" Pool Steel Notes
OCEW in'M)ddie of 8"Slab Minimum Steel Cover Rquirements
To Soil:3 Inches
To Pool Water:2 Inches
Dual Main Drain POOI WaI
Sumps &Grate 5 i Section Provide,Install&Shoot Pool
(Typ.of'2).Size - Scale:N.T.S. Against Steel-Tex.
For Flow.Rate All Reinforcing Steel to be '
Cont(uous&.Bonded Per
Code g
Waterproof With Basecrete
Typi66[Equ)pment*
Filter: StaRite..400 sf SM Series Cartridge
Recirculation Pump: Pentair'Intelliflo VS-SVRS (3 HP),Variable Speed
Underwater Light:' LED
t Heater: Sta-Rite Max-E=Therm 400,000 BTU Gas
/ I AUio-Fill
*Actual Equipment to be Selected by Contractor&Owner
From Pool Strainer
Main Drains P
Skimmers--►
Vadable Speed Filter
Auto-Fill Pump
Frost Proof. To Pool
Tile Band Deck Level Returns" o
Skimmer
a Chlorinator
- 6 Filtration System°Schematic C
6, -1 Not to Scale
ivlain Drains With
Special Structural Note
Hy drostatic'Valves& R&W Engineers, P.C.-makes no,representation that the in-situ soils
Collector Tubes In Gravel are suitable f support the swimming pool_on grade. A qualified
geotechnical engineer shall be.consult'd.in this regard and the
project progressed per their recommeridations..Groundwater is
assumed to beat least two feet below-the maAmurn excavation.
�Ir I A soil boring was not provided.
16
All"Steel to be Electrically Bonded In Accordance With NEC&
Local.Requirements.
Provide.Four'Additiohdl Hydrostatic Valves if Record High Ground
Water Is Within'Three (3) Feet Of Deep End Pool Slab`Bottom.
Pool Slab Bottom..
Provide Gas Fired Pool;Heater Equipped With Corltrols That Meet
The Requirements of the State of NY,2020 NYSECC 1026 Energy
Code Supplement.
A Diving is Not Designed t E .0 F i;
This Po o Accommodate '
Board Now or In the.Future. Installing
A Diving Board On This Pool Is Hazardous and
,ap
WIIhCause Personall Injury.or Death. JAN 2 6 2i19?_
The Design and ConstruotiQn Shall Comply, BUILDING DEPT.
With the Requ)rements.of the 2020 NYS Residential TOWN OF SOUTHOLD D
DD
Code and NSPA Standard 70,2.017 NEC.
+ Fill Line
Prepared For Larry :P.E. R &.W / �PNTH? rsP C$et'�Ori" "Above 380TownlineRoad, uppauge,NY 11786
Skimmer Mouth Island�Gunit@ �.
Set off At Swimming Pools, Inc.
Phone(631)969-8535- Fax(631)969-8518
Skimmer Mid-Mouth : �L s Emily Filmer Wilson Residence
-Fill GUNITESWIMMING'POOLS t." �,`t$ 21955 Main Road
o Scale orlerlt, NY 11957
v '
P.O.Box 1595 �w
wg. o
Sag Harbor N.Y:1T963. ,�,. � . ��. Proposed Sw mming°Po
Tel (631)725-2721 I' of -
Fcik (631)725-4661 LIC )
PEI � ale Designed By. Date: °'pf
�. Dwg.So
Mail:.ltlpndGunitePooWQMail.com. AS Noted LAR January'20,2022 2
A c
R326 Swimming Pools, Spas and Hot Tubs . 8326.4.1.2:1 Replacement Extension Subjec
R326.3.1.The provisions of this section shall control the design and construction as well as period for completion of the p(
substantial modification of swimming pools, spas and hot-tubs installed in or on the lot including, but not limited to, ac
of dwellings regulated under this code. Dettached on and two-family dwellings 8326.4.2 Permanent Barriers. Swimming
classified as Group R-3 are constructed under the Building Code of New.York State. barrier complying with Sections
Exception: Communal pools for the shared use of multiple townhouse units shall be regulated 8326.4.2.1 Barrier Height and C
by the Building Code of New York State. inches above grade, measure(
A R326.1.1 Compliance with other sections. Swimrning.pools, spas and hot tubs shall comply with swimming pool. The vertical cl,
this section and other applicable sections of this code. The requirements of this section shall,not be greater than 2 inc[
and'•of the other applicable sections.of this code shall.be in addition to, and not in from the swimming pool. Whet
replacement of or substitution,for, the requirements of other applicable federal, state barrier may be at ground level
and local laws and regulations, including, but not necessarily limited to the,requirements barrier1s mounted on top of th
of Section 8003 (Federal swimming pool and spa drain cover standard) of Title 15 of the 8326.4.2.2 and 8326.4.2.3.
:United States Code,(CPSC'15.QSC 8003), where applicable. R326.4.2.2 Solid.Barrier Surface.-
R326.2
urface:R326.2 Definitions. For the purpose of these regulations, the terms-used shall be defined as follows contain indentations or protrus
and as set forth in Chapter 2. tooled masonry joints.
Barrier, Permanent. A fence, the walls of a permanent structure, any other structure or R326.4.2.3 Closely Spaced H'ori:
combination thereof which completely surrounds the swimming pool and sufficiently obstructs horizontal and vertical membe
access to the swimming pool. members is less than 45 inches,
Barrier, Temporary. An approved temporary fence, permanent fence, the walls of a pool side of the fence. Spacin
permanent structure' or any combination thereof that sufficiently prevents access to the inches in width. Where there c
swimming pool by any person not engaged in the installation or construction of the swimming within the cutouts shall'not be
pool during its installation or construction.
R326.4.2.4 Widely Spaced Horiz
Hot Tub. See"Spa" horizontal and vertical member
Residential. That which.is situated.on the premises of dwellings regulated under this code, and horizontal members is'45 inches
detached dwellings classified as R-3 and,constructed under the Building Code of New York not be greater than 4 inches.:. V
State.
A port members, spacing within the ct
p g
able or non-portable structure intended for recreational or therapeutic bathing, in R326.4,2.5 Chain Link Dimension
which all controls, water heating and water-circulating equipment are an integral part of the 2-1/4 inch square unless the fen
product. Spas are shallow in:depth and are not designed for swimming or diving, which reduces the openings to
Substantial Damage. For the purposes of determining compliance with the pool alarm provisions R326.4.2..6 Diagonal Members. V
B of this section, damage of any origin sustained by a swimming pool, whereby the cost of restoring the maximum opening formed I
the swimming pool to its before-damaged condition would equal or exceed 50 percent of the 1-3/4 inches.
market value of the swimming.;pool before the damage occurred. R326.4.2.7 Gates. Gates shall cc
Substantial Modification. For the purposes of determining compliance with the pool alarm through R326.4:2.6, and with th(
provisions of this section, any repair,'alteration, addition or improvement of a swimming pool, R326.4.2.7.1 Self-closing and .0
the cost of which equals or exceeds 50 percent of the market value of the swimming pool In addition, if the gate is a pedE
before the improvement or repair is started. If a swimming,pool has sustained substantial away from the pool.
damage, any repairs are considered substantial modifications regardless of*the actual repair R326.4.2.7.2 Latching. All gates
within the.enclosure i.e., on the
work performed. (' ' if the
Suction Outlet. A fitting, fitting assembly, cover/grate, sump, and.related corn'ponents.that above' rade. In addition,
provide a Iocalized:low,pressure area for the transfer of water from a swimming pool. grade, the latch handle shall be
and neither the gate nor the be
Swimming Pool. Any structure, basin, chamber or tank which is intended for swimming, within 18 inches of the latch hal
diving, recreational bathing or wading<an--d Which contains, is designed to contain, or is R326.427.3 Locking. All gates sl
capable of containing water morethan 24 inches deep at any point. This includes other child-proof lock sufficient
in-ground, above-ground and on-ground pools, indoor pools, hot tubs, spas and wading pools. gate when the swimming pool i
Swimming Pool, In-Door. A swimming pool which is totally contained within a structure and 8326.4.2,8 Dwelling Wallas Barrier.
surrounded on all four-sides-by the walls of the enclosing structure. barrier; provided that the wail c
Swimming Pool, Outdoor. Any swimming pool which is not an:indoor pool. Sections provided
t at the all c
R326.3 Compliance with Other Standards. 1.) a.) Doors.with direct access•to the
R326.3.1 In-ground Pools. In-ground pools shall be designed and constructed in conformance with alarm which produces an audit
ANSI/APSP/ICC 5 (American National Standard for Residential In-Ground.Swimming Pools, 2011). are opened..The alarm shall be
R326.3.2 Above-ground and On-ground Pools. Above-ground and on-ground pools shall be shall activate within 7 seconds c
designed and constructed in,conformance with ANSI/APSP/ICC 4 (American National Standard after the door and/or its screen,
for Above_Ground/On-Ground Residential Swimming Pools, 2012). throughout the house during nc
C R326.3.3 Permanently Installed Spas and Hot Tubs. 'Permanently installed spas and hot fubs reset under all conditions. The c
shall be designed and constructed in conformance with ANSI/APSP/ICC 3.(American such as a touchpad or switch, t
National Standard for Permanently Installed Residential Spas and Swim Spas,2014). Deactivation shall last for not m,
R326.3.4 Portable Spas and,Hot Tubs. Portable spas and hot tubs shall be designed and b:) Operable windows in the wall o
<. constructed in conformance with ANSI/APSPACC 3 (American National Standard for located no less than 48 inches c
Residential Portable Spas and-Swim Spas, 2013). allow a 4 inch diameter sphere
R326.4 Barrier Application.The provisions of this section shall control the design of barriers for swimming largest opened position; and
pools, spas and hot tubs. These rdesign controls are intended'to provide protection against c.) Where fhe dwelling is wholly co
potential drowning and near drowning by sufficiently preventing access to swimming be provided at every door with
pools, spas, and hot,tubs by persons outside the property, persons within the dwelling, and
persons in other arts of the roe d.) Other means of protection, sucl
p p property rty'not contained within the pool enclosure. as the degree of protection off(
8326.4.1 Temporary Barriers, An outdoor swimming pool shall be surrounded by a temporary barrier described above.
during installation or construction that shall remain in place until.0 permanent barrier in R326.4.2.8.1 Alarm Deactivation S,
compliance with Section`R326.4.4 is provided. switch shall be located 54 inch(
Exceptions. required to be Accessible units,
1. Above-ground or on-ground pools where the pool structure constitutes a barrier in located 48 inches above the th
compliance with Section R326..4.2.9. 8326.4.2.9 Pool Structure as Barnet
2. Spas or hot tubs with a safety cover which complies with.ASTM F1346, provided that such barrier, or where the barrier is rr
safety cover is in place during the period of installation or construction of a hot tub or spa. be designed and constructed it
The temporary removal of a safety cover as required to facilitate the installation or construction applicable barrier requirements
of a hot tub or spa during periods when atleast one person engaged in the installation or means of access is a ladder or s
construction is present is permitted. 1. The ladder or steps shall be cap
R326.4.1.1 Height.The top of the temporarybarrier shall be at least,48 inches above grade, access. When the ladder or ste
measured on the side of the barrier,.which faces away from the swimming:pool. created shall not allow the pass
R326.5.2.2 Replacement by a Permanent Barrier. A temporary barrier shall be replaced by 2• The ladder or steps shall be surrc.
p complying 8 r Swimming Pool. V
permanent barrier within either of the following periods:. Sections R326.4.2.1 through RM
326.4.3 In-DooSwimming 1. 90 days of the date of issuance of the building permit for the installation or construction' with Section r .2.8.
of the.swimming pool; or
2. 90 days of the date of commencement of the installation or construction of the swimming pool.
ie building official, the time R326.4.3 Prohibted Locations. Barriers shall be located so as to prohibit permanent strucutres,
be extended for good cause, equipment or similar objects from being used to climb the barrier.
lions delaying construction. R326.5 Entrapment Protection For SWiry)ming Pool &Spa Suction Outlets. Suction outlets shall
telt'enclosed by a permanent be designed to produce circulation throughout the pool or spa Single-outlet systems,
32b.4.2.6. such as automatic vacuum cleaner systems, or multiple suction outlets, whether
the barrier shall be no less than 48:irrieisolated by valves or otherwise, shall be protected against user entrapment.
)de which facess away from the R326.5.1 Compliance. Suction outlets shall be designed,and installed in acordance
ode and the bottom of the barrier with the requirements of CPSC 15 USC 8003 and ANSI/APSP/ICC 7, where applicable.
;ide of the barrier that faces away A'+
8326.6 Suction Outlets. Suction outlets shall be designed to produce circulation throughout
structure is above grade; the ' the pool or spa. Single-outlet systems,such as automatic vacuum cleaner systems,
if the pool structure. Where the or multiple su outlets, whether isolated by valves or otherwise, shall be protected
)arrier shall comply with'Sections against user entrap nt.
do not have openings shall not R326.6.1 Compliance A ernative. Suction outlets.may be designed and installed in
I construction tolerances and accordance with ANSI/, PSP/ICC 7.
R326.6.2.Suction Fittings. Pool and spa suction outlets shall have a cover that conforms
re the barrier is composed of to ANSI/ASME Al 12.19.8, or.an 18 inch by 23 inch drain grate or larger, or an approved
etween the tops of-the'horizontal channel drain system.
ers shall be located on the swimming+ Exception: Surface skimmers.
(embers shall not exceed 1-3/4 R326.6.3 Atmospheric Vacuum Relief System Required. Pool and spa'single or multiple-
s within vertical members, spacing outlet circulation systems shall be equipped with atmospheric vacuum relief should
:hes.in width. grate covers located therein become missing or broken. This vacuum relief system
e the barrier is composed of shall include at least one approved or engineered method of the' 'type specified
-tween the tops of the herein, as follows:
(ween vertical members shall 1. Safety vacuum relief system conforming to ASME Al 12.19.17; or
>rative cutouts within'vertical 2. An approved gravity drainage system.
pater than 1-3/4 inches in width. R326.6.4 Dual Drain Se eration. Single or'multiple pump circulation systems have a
for chain link fences shall be a minimum of tWo suction outlets of the approved typo. A minimum horizontal or
istened at the top or bottom or vertical distance of 3 feet shall separate the outlets. These suction.outlets shall
aches. be piped so that water is drawn through 'them simultaneously through a vacuum
>mposed of diagonal members, relief-protected line to the pump or pumps.
bers shall not be greater than R326.6.5 Pool Cleaner.Fittings.:where provided, vacuum or pressure cleaner fittings)
shall'be located in accessible positions) at least 6 inches and not more than 12 f3,.
ments ofSections 8326.4.2.1 inches below the minimal operational water level or as an attachment to the skimmer(s)
nts: R326.7 Swimming .Pool &Spa Alarms, Applicability. A swimming pool or spa installed or
All gates shall be self-closingsubstantial modified after'December 14, 2006, shall bee equipped
le shall open outward, � q aped with an approved
gate. p pool alarm. Pool alarm shall comply'wifh ASTM F2208 (Standard Specification for Pool
with the latch handle located Alarms), and shall be installed; used and maintained in accordance with the
losure) and at least 40 inches manufacturer's instructions and this section.
ed less than 54 inches from Exception:
ches below the top ofthe gate, 1 A hot tub or spa equipped with a safety cover which complies with ASTM F1346
peeing greater than 0.5 inches 2. A swimming pool (other than a hot tub or spa) equipped with an automatic power
safety cover which complies with ASTM F1346.
d with a key, combination or R326.7.1 Multiple Alarms..A pool alarm must be capable of detecting antry,into the
the swimming pool through such water at any point onthe surface of the swimming pool. If necessary to provide detection
;ed. capability at every point on the surface of the swimming,pool, more than one-pool-alarm
welling may serve as part of the shall be provided.
llicable barrier requirements of • R326,7.2 Alarm Activation Pool alarms shall activate upon detecting entry into the water
a following conditions shall.be.met: and shall"sound poolside and inside the dwelling.
II shall be equipped with an 8326.7.3 Prohibited Alarms The use of personal immersion alarms shall not be construed as
door and/or its screen,,-if present, compliancewi h this section.
with UL 2017-The audible alarm - General.:Pool.Notes.
;ly for a minimum of 30 seconds 1. The design is based on a drainable soil with less than 10%silt. Ground water shall not exist within theg heard limits of the excavation. If groundwater is encountered within two (2) feet of the pool bottom,
ities. The alarm shall automatically special dewatering facilities may be required.
equipped with,a manual means, 2. No surchrge is permitted within four (4) feet of shallow end and six (6) feet of deep end of the pool. Cd
ate the alarm for a single opening. 3. Provide &install pool alarms in accordnace with code.
and 4. See site-plan and architectural drawings, by others, for pool location, hardscape layout, fence
er shall having a latching device details-and construction materials and colors. .
pings in operable windows shall not 5•' Do not scale drawings.
pening when the window is in its 6.' The Contractor is responsible for all-means and methods of construction.
7. All work and materials shall conform to the requirements of the,Virginia Graeme Baker Pool &Spa
:)I barrier or enclosure, alarms shall Safety Act.
)ool; or 8. Fences & barriers shall meet or exceed all requirements of the New York State Building Code.
with self-latching devices, so long
he protection afforded by Item 1 a
an alarm is provided, the deactivation
threshold of the door. In dwellings
B units, the deactivation switch shall be
ound pool structure is used as a
pool structure, the structure shall
ISI/SPSP/ICC 4 and meet thei
through R326.4.2.8. Where the
ving conditions shall be met:
J, locked or removed to preven#
d or removed, any opening
eter sphere; or
,hich meets the requirements of
-door swimming pool shall comply
Pre are.d For
P Carry.. ; P.E. R & W / Engineers, P,C.
.Island GUnItG � ° 3WTowniine'Road,Suite 50,Hauppauge,NY 11788
Swimming Pools, Inc, Phony(631)969-8535 Fax(631)969-8518
roEmily Filmer Wilson Residence
GUNITE`SWIMMINGPOO.LS , 21955 Main_ Road
Orient, N Y 11957
P.O.Box 1595 Wg.'No.:
Sag Harbor N.Y.1,1963, .6 68A Proposed Swimming. Pool
Tel.
(63.1)'725-2721- �� + . (�
Fax.(631)725-4669. �Not ale LAR nod By: Date:'
anua o
E-Mail:IslandGunitePools®GMail.com l_� NO.. Desi9 y January 20,202r `" 2
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