HomeMy WebLinkAbout50152-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 50152 Date: 12/20/2023
Permission is hereby granted to:
Tahliambouris, Geo! e
63 Richards Rd
Port Washington, NY 11050
To: Construct interior demolition (surface materials) of existing single family dwelling as
applied for.
At premises located at:
20210 Soundview Ave, Southold
SCTM # 473889
Sec/Block/Lot# 51.-3-13.2
Pursuant to application dated 10/31/2023 and approved by the Building Inspector,
To expire on 6/20/2025.
Fees:
DEMOLITION $989.00
Total: $989.00
Building Inspector
rru k 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) 765-9502tts: /w .sotrtloldowr�
Date Received
APPLICATION FOR BUILDING PERMIT _
pp $q 4 e
For Office Use Only
dw
PERMIT NO,, Building Ins ecton
Applications and forms must be filled out in their entirety.Incomplete
lete
Y.
applications will not be accepted. Where the Applicant is not the owner,an
Owner's'Authorization form(Page 2)shall be completed.
Date: 5 1
OWNERS)OF PROP I't f,
y
Name: 1-0&1 �`; SCTM#1000- '1 — � —
Project Address: -LO-LI 0NY WIV-71
Phone#: "'f " Email: U
Mailing Address: (�I� �"! I" "
CONTACT PERSON:
Name
Mailing Address:
Phone#: q1 1� IJ 6 Email: Z
DESIGN PROFESSIONAL INFORMATION:
Name;
L� .
Mailing Address: 'e enk
Phone#: �) a. �� Email: C�d Z2 c Y „ -
CONTRACTOR INFORMATION:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑Repair emoiition Estimated C st of Project:
q�NewS ture� ditivn Iteratlrarc
17 �
Cdther
�� ,
Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes NO
1
PROPERTY'INFORMATION
Existing use of property: i, Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes A No IF YES, PROVIDE A COPY.
❑ Check Box After Reading; The owner/contractor/design professional is responsible for altorainage and storm water Issues provided by
Chapter 236 of the Town Code.APPLICATION IS HEREBY III ADE to the Building Department for the Issuance of a Building permit pursuant to the Building Zone
Ordinanceof the Town of Southold,Suffolly County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,'
additions,alterations or for rem'oval or demolition as herein described.-The appilcant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on Irrgmises acid False statements made herein are
in buildings)for necessary Inspections.
punishable as a Class A misdemeanor pursuant to Sectior 210.45 of�the'New York State Penal,Law. '
Application Submitted By(print name): uc I✓VV,4- 17Authori2ed Agent Jk6wner
Signature of Applicant: a CONN ."BNCq`� `
Notary Public„State of New York
STATE OF NEW YORK) No. 01 BU6185050
Qualified in Suffolk County
SS: Commission ExpiresApril 14, 2 0 IL-1
COUNTY OF
_�.._ ,,. being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
a
(S)he is the
(Contractor,Agent,Corporate Otticer, etc.)
of said owner or owners, and is duly authorized to perform or have performed 66 said wo'tk and to make and file this
application;that all statements contained.in this application are true to the best of his/Tier knowledge and belief; and
that the work will be performed in the manner set forth Nn the application file therewith.
Sworn before'me this
d
a day oft " a 20
Notary Public
PROPER"L"Y OWNER AUTHORIZATION
(Where the applicant is not the owner)
1, -- residing at,_.
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein,
Owner's Signature Date
Print Owner's Name
2
Additional
Certification OCCUPANCY
OCCUPANCY OR
May Be Required.
Project Status
APPROVED AS NOT ®
USE IS) U11LMVvrIJLDATEB.P. WITHOUT CERTIFICATE
:���� � �
FE _-(D BY. OF OCCUPANCY
NOTIFY BUILDING DEPARTMENT AT
631-765-1802 8AM TO 4PM FOF THE
r�
FOLLOWING INSPECTIONS:
1. FOUNDATION-TWO REQU RED '"" TT
rr ser � fsr rr {u raer r wr rr
FOR POURED CONCRETE
2. ROUGH-FRAMING&PWN BING
3. INSULATION 4
4. FINAL-CONSTRUCTION M JST
BE COMPLETE FOR C.O. r t4 k j
ALL CONSTRUCTION SHALL MEET THE 4m", _ {
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MAXIMUM GROSS FLOOR AREA (MGFA)
NDV LOT SIZE = 40, 638 SF SHEET NO, SHEETNAME
LOT COVERAGE = REMAINS AS EXISTING.
ALLOWABLE MGFA = (5100 +32) = 5132 SF A001 TITLE SHEET AND NOTES
20210 SOUNDVIEW AVENUE EXISTING BUILDING MGFA = 4177 SF -
A002 GENERAL NOTES
PROPOSED BUILDING MGFA = 4941 SF A102 GENERAL
MENT ES PROPOSED
SOUTHOLD, NY11971 PROPOSED STRUCTURE IS UNDER THE MGFA
A101 1ST FLOOR PLAN-PROPOSED
A102 2ND FLOOR PLAN-PROPOSED
A201 ELEVATIONS-PROPOSED NICK MAZZAFERRO, PE
A202 ELEVATIONS-PROPOSED CONTACT: 516.457.5596
A301 SECTION
P101 PLUMBING RISER DIAGRAMS
S100 STRUCTURAL NOTES-1
S200 STRUCUTRAL NOTES-2
Z100 I SURVEY AND SITE PLAN
SOU IEW RESIDENCY PERMIT SET
PROJECT INFO
�b LOCATION: 20210 SOUNDVIEW AVENUE, SOUTHOLD, NY, 11971
SCOPE OF WORK: ALTERATION OF EXISTING 1 STORY+ BASEMENT SINGLE FAMILY HOUSE
COUNTY TAX MAP: 1000
SECTION: 51 _
a _ BLOCK: 3
LOT: 13.2
ZONING: R-40
CODE: 2020 NYS RESIDENTIAL CODE
NYS BUILDING STANDARDS AND CODES
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1 UPDATED 03/25/24
Greenport
TABLE P3201.7 PLAN CONTENTS
SIZE OF TRAPS FOR PLUMBING FIXTURES
The Ct Code The Inn At Harbor Knoll OCCUPANCY CLASS RESIDENTIAL PROJECT:
Resort Condominiums PLUMBING TRAP SIZES
Sound View GreenpQrt;,'•.�' -' �' FIXTURES MINIMUM (Inches)
BUILDING HEIGHT +/- 18.75'ABOVE AVERAGE GRADE SOUNDVIEW
R Greenpo-rt BATHTUB (WI OR W/O SHOWER HEAD AND/OR 1 1/2" RESIDENCE
West Dering Har WHIRLPOOL ATTACHMENTS DESIGN CRITERIA CODE: 2020 RESIDENTIAL CODE OF NYS AND ASSOCIATED ENERGY, ELECTRICAL AND PLUMBING CODES 20210 SOUNDVIEW AVENUE,
"--:ShorecrestBed BIDET 1 1/4" SOUTHOLD, NY, 11971
1- &Breakfast FRAMING ELEMENTS AS PER FLOOR PLANS, SECTIONS AND GENERAL NOTES
¢'{€+r%irf!i':illl� 1.,itt}•izirtli',t,`
SEAL 8�SIGNA UI�..
CLOTHES WASHER STAND PIPE 2" DESIGN LOAD CALCULATIONS EXT. BALCONIES 60 � of
Shelter Island (LIVE LOADS PSF) DECKS 40 3• 1 0
aP Heights DISHWASHER (ON SEPARATE TRAP) 1 1/2" ATTICS W/O STORAGE 10 9�
ATTICS W/STORAGE 20
Southold Frssh NIol ket�• FLOOR DRAIN z � �jy � o
' 2 ROOF (GROUND SNOW LOAD) PER NYS 301.6 Cr
2` ROOMS (OTHER THAN SLEEPING) 40
KITCHEN (ONE OF TWO TRAPS. WI OR WO
i.,I Ca-:rad3 t ,r5 €,h DISHWASHER& FOOD WASTE DISPOSER 1 1/2 ROOMS (SLEEPING) 30
STAIRS 40 AR�FESStONP\'�
LAUNDRY TUB (ONE OR MORE COMPARTMENTS 1 1/2" -
IP
42 GUARDRAILS (ANY DIRECTION) 200
,,The Pridwin
f aN t'��> "ta : '�sr' LAVATORY 1 1/4" EXPOSURE CATEGORY DESIGN FOR CAT. C
11b
O SHOWER (BASED ON TOTAL FLOW RATE LOAD PATH (ROOF- FOUNDATION) SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE AND GENERAL NOTES TITLE SHEET
V, r. :; ,art! pry
t'= Southold THROUGH SHOWERHEADS AND BODY SPRAYS AND NOTES
FLOW RATE: NAILING SCHEDULE SEE GENERAL NOTES PAGE r..•��^ _,.
57 G.P.M.AND LESS 1 1/2 -
rcavndur: �E
Land;nc,,Park MORE THAN 5.7 G.P.M. UP TO 12.3 G.P.M. 211 EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE M.
MORE THAN 12.3 G.P.M. UP TO 25.8 G.P.M. 3"
U ��< MORE THAN 25.8 G.P.M. UPTO 55.6 G.P.M. 4" FIRE PROTECTION (SMOKE AND SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. VA 2 5 ?924
;white Bioss House '�-T ' CO2 DETECTORS CARBON MONOXIDE ALARMS TO COMPLY Wl I H R315 IRC. u
For SI: 1 Inch = 25.4 mm. 1 gallon per minute= 3785 L/M UPDATED: 5/1/2020 ENERGY CALCULATIONS 2020 IECC „;,._r ,....,_?_ +
DATE: 03.25.2024
2020 RESIDENTIAL CODE 0 F NEW YORK STATE NOTE: TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROJECT No: Project Number
R301.2.1.2 DESIGN CRITERIA: GROUND SNOW WIND SECTION SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN DRAWING BY: NT
CONSTRUCTrIN IN REGIONS WHERE THE BASIC WIND SPEEDS FROM FIGURE EQUAL OR EXCEED 110 MLES PER HOUR (1773 HAVE BEEN DESIGNED IN ACCORDANCE WITH: CATEGORY DESIGN TEMP UNDERPLAYMENT HAZARDS FREEZING ANNUAL CHK BY: NM
AMERICAN FOREST AND PAPER ASSOCIATION AF&PA 2018 WOOD FRAME CONSTRUCTION MANUAL ONE-AND TWO-FAMILY DWELLNGS WFCM , CHAPTER 3 & 6 OF THE 2020 LOAD SPEED TOPOGRAPHIC SPECIAL WIND WIND BORN WEATHERING FROST LINE DEPTH TERMITE REQUIRED INDEX TEMP
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GENERAL NOTES
CONSTRUCTION NOTES WIND FRAMING NOTES FIREBLOCKING NOTES FRAMING AND FASTENER INFORMATION
FIREBLOCKING REQUIRED- BY CURRENT NYS RESIDENTIAL CODE MARK LOCATION SIMPSON TIE# INSTALL NOTES
1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN 1. RIDGE-TO-RAFTER ASSEMBLY: FIREBLOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND
INTENT AND FRAMING DETAILS. THEY ARE INTENDED AS A CONSTRUCTION AID, NOT AS A SUBSTITUTE 1-1/4" X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO TABLE HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES, AND BETWEEN A TOP 1 ROOF RIDGE LSTA/l5 EVERY RAFT
FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK 3.4. WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 10d COMMON NAILS STORY AND THE ROOF SPACE, FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION 1 20 GA-_1.1/4" x 15
STATE BUILDING CODES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE RECOMMENDED NUMBER OF NAILS THE FOLLOWING LOCATIONS. 2 RAFTER/WALL LSTA/l6 EVERY RAFT NICK ERRO, PE
CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, STRUCTURALLY IN THE STRAP. 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE 12 GA- 1 1/4" x 16 CONTAACT:CT: 516.457.5596
SOUND AND A WEATHERPROOF COMPLETED PRODUCT. 2. RAFTER-TO-WALL ASSEMBLY: CEILING AND FLOOR LEVELS. CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE FIREBLOCKED 3 WALL/WALL LSTA/21 EVERY STUD 20 GA- 1 1/4" x 21
2. ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2018 IRC AND 2017-NXS SUPPLEMENTS. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER, CEILING OR WALL TO TOP PLATE AT INTERVALS NOT EXCEEDING 10 FEET. BATTS OR BLANKETS OF MINERAL OR GLASS FIBER SHALL BE - -
3. THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND CONSTRUCTION SHALL BE IN ACCORDANCE TO TABLE 3.3. WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE WITH STUDS ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED 4 1 WALL/BASE PL RSP4-B+M EVERY STUD 20 GA-21/2"x 4
MEETS CURRENT FEDERAL, STATE, COUNTY AND LOCAL CODES, ORDINANCES AND REGULATIONS, ETC. BELOW, RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE STUDS.
THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. ROOF OVERHANGING THE RAKE 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS 5 BASE PL/FOUND 1/2" OANCHORS 4'-0" O.C. ADD AS NEEDED
SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT CONNECTIONS IN ACCORDANCE WITH TABLE OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS
4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS. (DO NOT SCALE DRAWINGS) 3.3c. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN.
5. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO 3. WALL-TO-WALL ASSEMBLY: ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE. - ALL TIES TO BE N STRONG TIES OR EQUIVALENT
BE FA
RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS, NOR RESPONSIBILITY FOR WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT 4. AT THE OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL, TO RESIST THE ALL FRAMING TO BE FASTENED IN CONFORMANCE WITH:
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY CONNECTIONS IN ACCORDANCE WITH TABLE 3.3b. WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. IRC CODE -2015
TABLE R602.3(1) - GENERAL
PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES FOR A STUDS BELOW, THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH
5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. TABLE R602.3(3) - SHEATHING
SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. RESIDENTIAL CODE. TABLE R802.5(9)- FRAMING - ROOF
6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. 4. WALL ASSEMBLY TO FOUNDATION:
7. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR BOTTOM PATE WITH
R EXCEEDS THE GENERALJCO TRACTOR S TO CONSOULT WITH THNS AND E OWNERFOR ALL BUILT-IN ITEMS SUCH AS FOUNDATION AND SLAB ON GRADEN CODES. UPLIFT CONNECTORS. STEEL D 5 SHALL I INCHES VE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE
8. N MASONRY BLOCK FOUNDATIONS, OR LAPPED UNDER SOIL NOTES
BOOKCASES, SHELVING, PANTRY, CLOSETS, TRIMS, ETC. THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b. WHEN STEEL STRAPS ARE LAPPED UNDER THE NAILING SCHEDULE
9. WIND (LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. BOTTOM PLATE, 3 INCH SQUARE WASHERS SHALL BE USED WITH THE ANCHOR BOLTS. ANCHOR BOLT 1. NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS
SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE 3.2a. IN ADDITION TO SPACING, ANCHOR PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. ROOF FRAMING: PER IRC- CHAPTER 8
FOUNDATION NOTES 50LTS ARE TO BE SPACED. TYPE II EXTERIOR SHEARWALLECONNECT CONNECTIONS:EN 6-12 INCHES FROM THE END OF A SILL PLATE AND ALL CORNERS. 2. COMPACTION 1557) COMPACT TOF NEW FILL SHALL BEAT LEAST 95% PROCTOR DENSITY HE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL R TESTED BY A AND ASTM D WALL FRAMING: PER IRC-FLOOR FRAMING PER IRCCHAPTER 6
CHAPTER 5
TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF 7/16 INCH WOOD STRUCTURAL PANEL ON THE PROFESSIONAL AGENCY FOR COMPACTION. ROOF SHEATHING: PER IRC- CHAPTER 8
EXTERIOR ATTACHED WITH 8d COMMON NAILS AT 6" O.C. A THE PANEL EDGES AND 12 O.C. IN THE FIELD, 3. DO NOT BACKFILL UNTIL FIRST FLOOR DECK CONSTRUCTION INCLUDING SUBFLOOR IS COMPLETE, CEILING SHEATHING: PER IRC- CHAPTER 8
1. THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS, ELEVATIONS, DETAILS AND NOTES TO AND 1/2 INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT 7" O.C. PANEL WALL SHEATHING: PER IRC - CHAPTER 7
DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE. SPECIFIED DN TABLE IN THE
bFIELD SHALL BE IN ACCORDANCE WITH THE LENGTH REQUIREMENTS OTHER NOTES FLOOR SHEATHING: PER IRC- CHAPTER 5
2. ALL FOOTINGS TO REST ON UNDISTURBED (VIRGIN) SOIL.
3. PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS:
MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. TYPE II EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES THE 1. PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'-O" MAXIMUM DISTANCES FOR NON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS
4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16. ACCESSIBLE AREAS.
INSTALLED WITH #5 RE-BAR, 18" LONG AT 12" O.C. USE APPROVED EPDXY FOR INSTALLATION. 7. INTERIOR SHEARWALL CONNECTIONS: 2. USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPLE PROTECTIVE COATING FOR CONTACT SHEATHING NAIL SPACING AT NAIL SPACING AT
5. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PSI. CONCRETE TO BE POURED ON 4" ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE INCREASED WITH ACQ. LOCATION PANEL EDGES INTERMEDIATE SUPPORTS
THICK SAND OR GRAVEL FILL WITH 6x6 WIRE MESH REINFORCING. INTERIOR SLABS TO BE MINIMUM 4" WHEN INTERIOR SHEARWALLS ARE USED. SHEATHING AND CONNECTIONS SHALL BE IN ACCORDANCE 3, INSTALL 1 - CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. IN THE PANEL FIELD
THICK. ALL FILL TO BE COMPACTED TO 95% RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS (LAYERS). WITH 2.4.4.2 AND 2.2.4 RESPECTIVELY.
6. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 18"x24" ACCESS OPENING. INSTALL ONE 8x16 CAST 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: EDGE ZONE 4' PERIMETER 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C.
IRON FOUNDATION VENT FOR EVERY 150 SQ/FT OF AREA. HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN --
7. DAMPIROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT N.Y.S. ACCORDANCE WITH TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE WITH INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C.
RESIDENTIAL CONSTRUCTION CODE. A 6-MIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE BELOW TABLE 3.5. GABLE ENDWALL 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C.
GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING. 9. CATHEDRAL CEILING ASSEMBLY: RAKE AND RAKE
8. DRAINAGE AS REQUIRED BY CURRENT N.Y.S. RESIDENTIAL CONSTRUCTION CODE, WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED TRUSS
AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO EACH RAFTER-
TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING. CONNECTIONS TO THE RIDGE AND WALL WALL SHEATHING REQUIREMENTS FOR WIND LOADS
_ FRAMING NOTES SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS.
SHEATHING NAIL SPACING AT NAIL SPACING AT
1. ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND DECK & COVERED PORCH NOTES LOCATION PANEL EDGES INTERMEDIATE
SUPPORTS IN NO. Revision Date
ADDITION WOOD FRAMING CONSTRUCTION MANUAL. FIE THE E
2. UNLESS OTHERWISE NOTED, ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2 + BTR. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. 1 UPDATED 03/25/24
DOUGLAS FIR. 1. UNLESS OTHERWISE NOTED ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER.
3. FLOORS, WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 16" O.C. UNLESS OTHER WISE NOTED. ALL FASTENERS, HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C.
4. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE (2) 2x10#2 + BTR. DOUG. FIR. 2. GIRDERS FOR DECK JOISTS TO BE BOLTED TO EACH POST WITH WASHERS AND NUTS. GIRDERS
BEARING WALL HEADERS TO HAVE (2)JACK STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF ALL
OPENINGS. LVL HEADERS TO HAVE (3)JACK STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF ON CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO
OPENINGS. BEARING WALL WINDOW SILLS SHALL ALSO HAVE (2) WINDOW SILL PATES FOR 2x4 WALL CONCRETE WITH A MINIMUM 1l2 INCH DIA x 7" LONG ANCHOR BOLTS AND WASHERS AND NUTS.
OPENINGS BETWEEN 4'-1" AND 6-10"AND 2x6 WALL OPENINGS BETWEEN 5'-11" AND 8'-9". PROVIDE FIRE 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12x12x12 THICK CONCRETE FOOTING.
USE A MINIMUM 1l2 DIA x 8" LONG ANCHOR BOLT WITH WASHERS AND NUTS. FOOTINGS SHALL BE 3 FT.
STOP AND BLOCKING WHERE APPLICABLE.
ERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND BELOW GRADE. PORCHES WITH COVERED ROOFS SHALL HAVE 12" DIA CONCRETE PIERS FOR THE
5. ALL FLUSH BEAMS/HEAD
ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. GIRDERS. PROJECT:
6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER 4. DECK JOISTS TO HAVE BLOCKING AT 8'-0" O.C.
BATHTUBS. FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD CAPACITY 5. A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER. SOUNDVIEW
UNLESS NOTED ON PLANS. LEDGER TO BE FASTENED TO BUILDING WITH 112 INCH DIA. BOLTS WITH WASHER AND NUTS WHERE RESIDENCE
7. PROVIDE (2) 1-3/4" THICK MICROLAMS ( HEIGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL AND/OR NEEDED. 20210 SOUNDVIEW AVENUE,
OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED (TYPICAL). 6. CONCRETE PIERS SHALL BE A MINIMUM 6"ABOVE GRADE. SOUTHOLD, NY, 11971
8. DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER 7. ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS. EACH JOIST SHALL ALSO BE
SIDE WHERE APPLICABLE UNLESS OTHERWISE NOTED. ANCHORED TO GIRDER(S). SEAL $IG ATURE:
9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0" O.C.. USE SOLID BLOCKING IN FLOOR JOISTS 8. COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS A TYPICAL of N
UNDER ALL BEARING WALLS. BUILDING. ,•
10. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. INSTALL DRAFT BLOCKING AS
NEEDED. PLUMBING NOTES - a
11. UNLES)S OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM 1/2 THICK,4 PLY FIR CDX
EXTERIOR SHEATHING GRADE PLYWOOD. PLYWOOD TO COVER OVER PLATES AND HEADERS.
12. UNLE;iS OTHERWISE NOTED USE 3/4" THICK T&G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR 1. ALL WATER SUPPLY, DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S. RESIDENTIAL
ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED CONSTRUCTION CODE. R°FESSIoNP�'
OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT
13. ALL BATHROOM WALLS TO HAVE 1/2" THICK MOISTURE-RESISTANT SHEETROCK. GARAGE WALLS AND APPROVAL.
CEILINGS AND OVER FURNACE TO HAVE 5/8" THICK TYPE-X SHEETROCK. ALL OTHER PARTS OF BUILDING 3. IF WALL STUDS, PLATES OR JOISTS ARE CUTOUT DURING INSTALLATION FOR ANY PLUMBING
TO HAVE REGULAR 1/2" SHEETROCK.ALL WALLS TO BE TAPED AND FINISHED. RELATED WORK, PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTURE. GENERAL NOTES
14. ALL ROOF WITH A PITCH LESS THAN 4:12 SHALL BE INSTALLED WITH AN ICE &WATER BARRIER OR VERIFY WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM HOLE SIZE AND
APPROVED EQUAL. FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM SPACING PERMITTED.
TORCH DOWN TYPE MATERIAL OVER.
15. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. SILL PLATES HVAC NOTES
TO BE INSTALLED WITH A FOAM SILL GASKET AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL.
ENERGY NOTES SAFETY ECHANICAL
SUBC
TONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND 1/411 _ 1 w_Owl
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2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE
1. THIS DESIGN COMPLIES WITH THE 2018 IRC ENERGY CODE AS A PRESCRIPTIVE DESIGN. EQUIPMENT SUPPLIER,
2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2018 IRC. 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE DATE: 03.25.2024
GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. PROJECT No: Project Number
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BASEMENT MH ROOM 178 SF 3-0"BELOW GRADE �—T-0"BELOW GRADE
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DOUBLE BLOCK
I UP
PER
IC
_
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-7 6 WET BAR. _._.._ "...
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18 � 101 .
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_.... _... __ __... FOOTING FOR STEEL POST
BASEMENT
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2 .......,..
.:..........:.........:.........s.........; ....I.......;................ ........... ...... .... :..... .... .. .. .. ...... ........_..... ... .... .....____. .... ...... ......... .. ..
-155 SF
E PROJECT:
EXISTING WOOD EXISTING WOOD
.. .. ......................... . _......
.... .. JOISTS TO REMAIN 9 -8
JOISTS TO REMAIN
__..... .. . _. _ .... SOUNDVIEW
.............................. ............................_,............................................................................._.........__................. . ........ .......- ... _.. _,. .... ...
............
........................................................!._....... ....._............_.........._._..............L_
, ..............................._ .... .............................. ........... ... .........
- RESIDENCE
M -- — ----- -- ------ -- --------------- -----------_---_--__________------ -------- —_ --
- _ ---_ -------------- ----------= ===-------=-------=------- =-_- - - — — 20210 SOUNDVIEW AVENUE,
- y
_... _ ..... ...... .... . . .
4'T T
...............:... ..............................................L ._....... _.....'. ._'. .. ..
` OLD, NY, 11971
;
;
................._........................... .. ........ ........... .... ................. . ...
............... . .. : .... .... __. E _
. ........ .. ......... .........._.. .. _.
.,..
SEA
'SIGNATURE:
........: ......._ , O' N
.. .. ....... . . ... ......................... ........ N
9'-8"
9 -8 PLANS GENERAL NOTES
......, ....................... _ . .t .. , .. ........ .............................................. .............
CV ... .... .. ..... ................_...... .......... ... ........ .._...... ......................................... _......clo
. .....,... ..Y
GAME AREA
� F
o UP 3 WIDE + SIDE LIGHT 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL o
r, EXSITING STAIRS
HEIGHT 8 FT:
........ __ a SITE TO_....... _.... . DIMENSIONS, ELEVATIONS,AN
µ HOME CINEM CONFIRM THE WORK IISO BUILDABLE OWITH IOTHE DESIGN INTENT F '�'0 057
NEW wlNDow WELL
DESCRIBED BY THE DRAWINGS. oARoFess oNP�'���
-_ B INSTALLED WITH
EGRESS CAPABILITIES
i
2. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH
AND WASTE MATERIALS ON A DAILY BASIS. THE GENERAL CON-
TRACTOR SHALL EXERCISE STRICT CONTROL OVER JOB SITE
CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST, OR BASEMENT PLAN
DEBRIS. NEW WALL - PROPOSED
3. CONSTRUCTION SHALL COMPLY WITH ALL REQUIREMENTS
, „ SET FORTH BY ALL APPLICABLE BUILDING CODES,
1 0 16-11 1-3' 19'-3' 1-3" 17-9" 1-0"
REGULATIONS AND ORDINANCES, AS WELL AS OTHER
•L 14'-0" L 59'-5" GOVERNING AGENCIES INCLUDING ADEQUATE ACCESSIBILITY
AND USAGE BY THE DISABLE As indicated
WALLS PLANS - LEGEND DATE: 03.25.2024
PROJECT No: Project Number
DRAWING BY: NT
EXISTING TO TO BE REMOVED CHK BY: NM
1 BASEMENT - PROPOSED ----- DWG No:
�00 1/4" _ �'-011 EXISTING TO REMAIN
NEW PARTITIONS A100
m
a
o
N
N
N
M
ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE 42'-5" 23'-8"
2-2"X10" IN PROGRESS
ROOM SCHEDULE 1ST FLOOR AC HEADERS ACQHEADERS
Q
----- -------------------
LEVEL ROOM NAME AREA : • <. ,
. f r
j 43/4" 43/4°
- 1ST FLOOR
1ST FLOOR KITCHEN 298 SF y - � ,`' � � v � ' N• < • � � i I 0 \� 1° I \\ �
1ST FLOOR DINING ROOM 155 SF <'. "" � - � ,' � � ° • _ � ..
1ST FLOOR BEDROOM #1 202 SF , ` ,: . " > . u, .r ,. ��-.• ��
1ST FLOOR BEDROOM #1 108 SF � ,. - - - ° a .. �. � _ � �� __ _____ _ _._____ .__._____._._. _ _-___ __ ___ _ - _- WALLBOARD 5/8 WALLBOARD TYPE X GYPSUM `�,.< GYPSUM
,
n
5/8
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1ST FLOOR CLOSET 11 SF � - < .- - ' • .. _ __ _-. _ _ �: � � _ ._
NEW FLUSH
,n <
° 1 8AD
>� < ' .: _ • , t.. " X4"S TES
>c
1ST FLOOR NIAIN ENTRY/LOBBY3 � •• •' < I I 3-13/4" � VL ->'-
t' I } WITH 2 1 STEEL PLATES
2"X4" WALL STUD 2X4 WA1ST FLOOR CL 453 SF
4
1ST FLOOR DEN 151 SF ,:�' � , ' < � , E , _ ----- --__ ---- - ---- - _ __- T
W/SOUND BA TT
i i INSULATION 3 INSULATION 3 NICK MAZZAFERRO, PE
' n
-
a
444 S F I , ,
R„ ,
1ST FLOOR LIVING ROOM ` . <
.K,
CONTACT: 516.457.5596
1ST FLOOR CLOSET 5 SF
<
1ST FLOOR MASTER BATH 7 S .,
F
1ST FLOOR TOILET MB 12 SF .. .. •. < _ . a � �. . , v ��'
e
r II
1ST FLOOR HALLWAY 56 SF r
1ST FLOOR BEDROOM #2 118 SF ,•", - -. R,. `� <" - • . a F ry :: . . `" •.:`
t
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1ST FLOOR BATH #2 30 SF _ � ' � � ,. , . . :° � _ ... ., . `. � = , . ;� �.A --- ---- --� � ----- - -- INTERIOR PARTITION INTERIOR PARTITION
r
� � " � . � .
1ST FLOOR TOILET#1 12 SF � _
Y
1ST FLOOR GL 4 SF - , . . . ^ ' .. f . t ; . � •• �. ,. `• � � ...__....... _ .:....._: ... . . . . ....._.............., _. . _ _...._:..........
-
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1ST FLOOR CL 4 SF R` .., � - � - . , t;.. , , d � . � � � �` " -
II
n
'A .. d .. 5. , �. _...._..... ...........__.................... I } 453SF.....
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1STFLOOR BATHROOM #1 47 SF " . � F � . .n � � . � � < . .......__...............................................__......................................................I t ... .. . ,,.:...._................. ......
d <. E � � ......ALL GARAGE WALL AND CEILING........................I t.... _.. ..................._....
1ST FLOOR POWDER ROOM 23 SF �� "" � � `` � ;°' :� < �• � - ` � ` . - ' < - ' . � , � � � /8 TYP X SHEETROC I '
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i
' ;, •� '. � � i •. \ _, �. , 8 17 i i i W/FULL DEPTH INSULATION.
`` a � ..� O � �. t'.. ., E � �•� ��. � � I 15 . . .. 7 _ I 1 MODIFY OPENINGS
p
..........
• ," � ": � - < < . :, O - - __........................ � W/HEADER FOR NEW DOOR
WC -.... _........_ SHOWER _..--- ----- - _ _- _ -
`, 14 4-0 X 4'-7" 4 SF. ....- � _ _ __..__ _____... .__ .___ .. -: ___ 'VERIFY STAIRS OPENING
t
t
15 _............. I ot7 ....DIMENSIONS AT THE FIELD . .............
_...... .........:. BEDROOM#2 _.:.:..::.:..:.::.......................
r - - - - _..._............ __.._........._.. CONFIRM W/ENGINEER.........:..:.....
_. ..118 SF.:.. :.. : .. ....:.... BATH#2 _.................
t _... ... _ -_�... 30 RF.... LAV° `. _. .. CL I �.. .. - ....�r ...... ___.. ._. .. .. . . .. 3' -QT
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t MAIN EN11RY/LOBBY..::.:...: Sri v
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,
83 SF
108 SF
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TO ET#
POWDER ROOM
• _..:............... } t ............... __.... __............ ..... ... .... 12 SF WC LAV 15 ... . _.. ..... ........... .............__....._
_...._..........................i ... i..................:._.:... ......:.:....::....:..:.. ....:.....:................ .. 23 SF. __ -- ...
0 r- �-SKYLIGHT,: _.. ... RA
I
- --- -
I
13
.......KITCHEN.................
NGE
� 13 _.. ON MAIN .: . ._
298 SF
__. _.-. _... -- _ENTRY DOOR
_ WCM _......... ... ._...HALLWAY. . . .. .........__.. ... ........._.........._...._..... ..... _..... _._._... __.._....._.............._. .... ._....... .._............. . .
W4„X4„
L __..... . ... .... :-:: .. .......... .... :....:......:.:.:............._............................. _._._.._.. �Itd(.e:-.:._. .-.........:.:.._........ __. _..... _ _..... ................ . ..... -.:. N � NO. Revision Date
_.. - a
\ 16 ___-- BOOKSHELF _ _ _--_ _ -----r.___--__._-- �
\ - _ - --- - - - - ---- I , Cl)
1 UPDATED 03/25/24
N tic.. i
U MASTER BATH - J,'1-'/�.._�`�..---............. ............. ... ......... ............. SIN 6
....... ..... . ..
f� /� r r
0 20 " -*— 15 i 77 SF . ... f=.f! `! ._a.....:... .. . ..... 0
:..:.......... ............. I � ..................NEW 4'X4"POST.. .. .........�....._...... _.... _....... 1.... �
__._ ._.. I FIRST FLOOR ELEVATION .......... _...:.... .__.......................
L - _ ---
-—— �............. ►✓` ................... ......... ... ................_.............. ...................
SHOWER !1 _....... ....
,_ " I CLOSE _...... .. _....... .. . _..
LAV. 3-O X4 4 14 _. - - _ _ ------- - -_ _ _::_:-_:__ .. _ ..._: :..-- -- : :- -
:
- " -- ------ _ - --' - PROJECT:
...._.............. . _ LIVING ROOM:..............._........__....................................................---. . ... .. . ——-
-- _ _- - -__ __ _ � -- ----- ------------ --- _--------_. _ _---- __ ..:. - -444 SF__ _ - ----- '----------- -- -- ---- -______--------=..:... ., - --..------ ----- -� SOU N DVI EW
. ...
- : __ -_ DEN _ _ _ _ ... _ .. . .. � RESIDENCE
— 151sF . ... ... ,..
_ _ .. ,
- -- _....................._-.._............. ........... , .............. .............................. .... _ _ , ,. _ 20210 SOUNDVIEW AVENUE
\ ... ._ _. - _. DINING
ROOM
4
0 SOUTHOLD NY 11971
i 1 f
DN 4
_ EA
BEDR SF: 14 ' rt...t.... :.::a .._
tn� N .1 =
,,Q - PLANS - GENERAL NOTES rp�_...:. .. CLOSET. � . 1�'I,�t ..c� .... _... ... _
l ,
NEW BALCONY . _ 14 w _...._................................... _..........__................ •�,,. F`
_
DOOR OPENING t t
� � .. ....._...... _..... ...... ............. ....... .. __....___......... ... 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL _
EG SS. _................ . ... .._... ..............__........ .... . .. .... ..... ..__....._..........._.........._._...... .......... .....-. ... o DIMENSIONS, ELEVATIONS,AND CONDITIONS AT THE SITE TO
E WITH THE DESIGN INTENT `�
0_ �... �! _.� I __ _.. I �:. ..r1. t: . DESCRIBED BY THE DRAWINGSBL
3
5
� . 1( FESS{ON
_._._.._.... .... _._... _...... , . ,,.. ..... ... . , ..............................................
_ 2. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH
.........................--_._................_...._.. ... ... _. _.. ...... ....... _._.... _
_ _ _ ....._. ._ _ .. _ . . _ _.... _ _. _. _ .. _ __ .......... ._................. AND WASTE MATERIALS ON A DAILY BASIS.THE GENERAL CON-
. - ----_------ -----_----."--"-'------------------ ---___----.------_ ---_--.--_---_:------------__-.-- _ .............� TRACTOR SHALL EXERCISE STRICT CONTROL OVER JOB SITE
------.. .. ._ ___ _ __-- _-- - ------_-----------__-_ 1ST FLOOR PLAN
- - - - - --- - - -- ----- - -- _..................................._._.- PREVENT ANY BUILD-UP OF DIRT, US R
CLEANING T PREVE T, DUST, 0
---- ----'-- - .. - . - - -- - --------' -- -- -- --- ------------- - - - - - _.. - - - --- ._.-_.--------- --- ------ --- -- - -- --' ' -- - --- - --" DEBRIS. NEW WALL
_ _ _ _ _ _ _ _ _ _......... _. _ _ _ ... . .... _ _ . _._ .. - ..._. - PROPOSED
H AL REQUIREMENTS
............_.............. ..... . ....................................._.................. - -
- SET FORTH BY ALL APPLICABLE BUILDING CODES,
_ _ _ _.. .__ __ __,__ ..... .. .. . ... . _ REGULATIONS AND ORDINANCES, A
-- .__ - - - - - _ _ . - - - _ _ - __ ........................ 0 S WELL A OTHER
-- -- ----- - -- -- -" -- - -- -- -- -. _. _ _ .
S
.......................... ..................................................................................................................................................................................................................................................................... DING ADEQUATE
GOVERNING AGENCIES INCLUDING Q E ACCESSIBILITY
- --- -
_.. . .. ................... . - -- AND USAGE BY THE DISABLE
Asindicated
........... ............
WALLS PLANS LEGEND DATE:G
............................... ............ . ............ ...... ..... ......... . . . _ D 03.25.2024
_ a DN a
PROJECT No: Project Number
DRAWING BY: Author
N EXISTING TO TO BE REMOVED CHK BY: Checker
_3 6„ DWG No:
EXISTING TO REMAIN Q
1 1 S'f FLOOR - PROPOSED NEW PARTITIONS A101 M
N
V
N
- �011 4" _ 1 -0" N
N
M
ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE 5/4" DECKING 2-2"x10" IN PROGRESS
2-?"x10" ON W/36"RAILING ACQ HEADERS 24' -$ 5/8"
ROOM SCHIEDULE 2ND FLOOR ACQ HEADERS ALL ROUND
LEVEL ROOM NAME AREA
......................... ..r� .., i �� i'i .......�-. ... ......... .�_.� 2"X8"ACQ
,
@ 16"O.0
14 I
2ND FLOOR I �\ i --23 �l
23 22 / 22 I 14 \ / / I
2ND FLOOR TOILET 14 SF
2ND FLOOR WIC 29 SF �-
2ND FLOOR MASTER BATHROOM 138 SF
2ND FLOOR CL 5 SF
__....__. TUB a
2ND FLOOR MASTER SUITE 240 SF
426 SF ........ ......... ... o
NICK MAZZAFERRO, PE
MASTER SUITE MASTER BATHROOM Eo
CONTACT: 516.457.5596
240 SF 138 SF.... ... ..
LAV i....__.
M_ NEW ROOF sK
2 _ . _ .
r � - J
a o
, -- _
(� ►: w
A301 12 I, Y 2"X10"ROOF RAFTERS '
SECOND FLOOR ELEVATION 16"0.0 W 2 6'
2 1/4" COLLAR TIES @ 16'O.0
1
15 ..
15
� I
- 12 WIC .
CD
I OILS
1.MM 14 5SF 3' 10"X5'0"
` S
SF SHOWER � WC
. . ........... FT
• —
................................................
9
2 3 4 5 6 7 8
1' -711 711 1 N
41
00 2 ROOF, - PROPOSED ROOF "
`� SK SK NEW SKYLIGHT
N � FIRST FLOOR ELEVATION
NEW FLAT ROOF 0 0 SK
co4 3/4" 4 3/4"
16-1 1/2"
TYPE X GYPSUM GYPSUM '_
z WALLBOARD 5/8" WALLBOARD 5/8"
NEW SKYLIGHT
o NO. Revision Date
sK 2"X4" WALL STUDS �' 2X4 WALL STUDS ' 1 UPDATED 03/25/24
O > ;
z W/SOUND BATT W W/SOUND BATT
� INSULATION 3" ''` INSULATION 3"
w3' _011 a
o -
EXISTING ROOF
1 INTERIOR PARTITION 2 INTERIOR PARTITION PROJECT:
-_-�-�_ --- -_--� SOU N DVI EW
. . ...............................................
RESIDENCE
20210 SOUNDVIEW AVENUE,
SOUTHOLD, NY, 11971
SEA & NATURE:
PLANS - GENERAL NOTES w of
1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL o
DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TO 4`
CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENT 2�Fo do o��o9h
....... _..... _.._...._ .
............. . .........................._..... ��............_........ . .................. ... DESCRIBED BY THE DRAWINGS. ROFFssioN��'
60-0 EXISTING ROOF LINE
_ _ . . _. . HGENERALCONTRACTOR HALL REMOVE ALL RUBBISH
............... ............. .. ...... ............. .................................................................. . ..............................................._.._.....................................................................................__........... ................._..._........_.._..................... ._... ........................._.......__............._._..._.........__. ........._................................. AND WASTE MATERIALS ON A DAILY BASIS. T E -
PERGOLA DESIGNED AND COORDINATED H GENERAL CON-
... _ . -_ . - -- ------ --- - - -- ------- ------- ------- - - -- - _........ .
_ .. TRACTOR SHALL EXERCISE STRICT CONTROL OVER JOB SITE
............................................................ ............................................................... ........................................................................................................................... WITH T
_ - ----- ----- -_ __-__—.................. ... ...._..............._......................... . . _._.........__....._........................_................................... _. H STRUCTURAL ENGINEER 2ND FLOOR
.................................................... �.:...-.. ...-.....: ....:-.. :'.-.-.:__....:::. ..: :- :..:-.. ::::- ----- --..::......... -....:...--.. - _ _ ......................-
CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST, OR
--- -. - - _ . D -
EBRIS. NEW WALL PLAN
.. ........ _ _ . __ _ PROPOSED
_.. ............._... ._ ........... -_._.._................................. ..................._.._................. ................................_............................................ ...... ............. .............................................._..................................._....................... 3. CONSTRUCTION SHALL COMPLY WITH L
............... .
H AL REQUIREMENTS
1
_ _................ ............... .. ........ .. .......... ............ ...... 7 ... .. .. ............ SET FORTH BY ALL APPLICABLE BUILDING CODE
S,
S
................................... ........................................................... .................................. ............................... .... ................................................................................................................ _
REGULATIONS AND ORDINANCES, AS WELL AS OTHER
- - - - GOVERNING AGENCIES INCLUDING ADEQUATE......._....... ......... ........_..... ..................... QU ACCESSIBILITY
��
_ - _ ........... � As indicated
.........._......... .. ................... _..._... _...... ..... .................................................................... .._ ....................................................................................... AND USAGE BY THE DISABLE
- --------- -_ - _ C WALLS PLANS - LEGEND DATE: 03.25.2024
.......................
PROJECT No: Project Number
�-t DRAWING BY: Author
(�•��� ____—_ EXISTING TO TO BE REMOVED DVV BY: Checker
DWG No:
EXISTING TO REMAIN
1 2ND FLOOR PROPOSED NEW PARTITIONS A102
A102 1/411 = 1'-0"
N
N
M
ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE IN PROGRESS
NICK MAZZAFERRO, PE
19'-6 1/4" ROOF CONTACT: 516.457.5596
IRV20 9
17'-5 5/8"
11
SKYLIGHT
11 11 2'-6"x 4'-0"
M
CD
SKYLIGHT SKYLIGHT '
2'-6"x 4'-0" 2'-6"x 4'-0" _.I_ T I. L ._: i . . . .
\ _. . ....
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CASEMENT WIN_ ->� CASEMENT WIN_ .. _CASEMENT WIN _
/ - ..... ..a.....-....... ._,.._5'0"x 5'-0" = _... r r :.....:... 5'4'x 5'-0"r.__ `.. _ �_-._, r z�r5'0"x 5'0" - :.... - t -- - 00 T i 1 I
Floor _ 2'7"from the Floor 2'-7"from the Floor __ \ / '
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L J L J 2'-0"x - I I
CASEMENT WIN 5'9"from the Floor
2'-6"X 6'-0" CASEMENT WIN I
1 NORTHEAST ELEVATION - PROPOSED - 2'-6"X6'°" -
- 1'-9"from the Floor
1'-9"from the Floor
NO. Revision Date
1 UPDATED 03/25/24
19'-6 114" ROOF
co
PROJECT:
to
- SOUNDVIEW
/ / T= r RESIDENCE
i 12� I 12� ;'',L f,121 0
/ i 210 SOUNDV EW AVENUE,
� / \ l / 't �' , / � � - -•_=_---,-�-�-�--�- �- '��--_ - - - _ SOUTHOLD, NY, 11971
:
AWNING WIN _AWNING WIN - - --AWNING WIN
3-0"x T-0" —. 3'0"x 3'-0" _ T-0"x 3'-0" ;_T. —�: _ r =r �r T =r_ _ T . r_ T
r .-1_ ._r.. _r- �r�. �� _:_-t. _Ts T - -
a 3'-T from the Floor z 3'-6"from the Floor -T I r3'-6"from the Floor —
�� L.I - T - -
�.: I — -
� 1_I.rS;T-7� .i , � J T ,III � _L
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L.._IL _I. _ ------...__. L.._... _t..__... ... �.. ..r T _T_ L......L....L ,_L_,.._...I: J.___.:L_ --T__L: ..: L: _:I_.. _I-T-
-T
___ __.
I
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s _ z _ J L_C I �. " �. 5
-J...T_.I :_!. �....�.� I r_ � c \ �L._._1 c ITL...� 'WJ: ....:. ,.:r. . :.. Fes^^ o, 0 (-�c�
F 7- r r _ _ - I per- I.......,.. L_ I.._ �1 L I _ _L_ ..r I' L ...J-. P\
I ...J.._I__I. _ _ n_L. :_-_.L, I. L.. ._._..__:._.__.:-....__:_..__ C.....C._...r..i..1.....__C....,._.L. L..._].......L. .I....I_.-._I_...._.L... .I_. ._I_.....T L...._..I
ra. ,
CASEMENT WIN I ASEMENT WIN A EMENT V1' '
—r -��-1�ff N.�.i r r r r C C S I N
....1..... 77
..'- -._.... .._.:._ n ,,. I 1 n r n L........L......L...J .1 1 ._. .1..-1-. .:I...1 n r n 1....._....._.... _. ..,.. �\ - W....w<u,o%•..
r...,. . T._7.. ..L.. r..l . : .., .. . . ... .tI : I "t : i t . 5'-0 x5'-0_.t_
,
r" r r...., ' � 1 _� -.I_ 2 7 from the Floor L._.._1-..z-. I r. 7 ...I...12'7"from the Floor I -..I- .I- ....r... I...._r...I c: r I I- _7:
r i T t 1" \ 1 J. a.. ` T I T -r- T r-�
4
- L R
_ . _ �.........i
- I... T. T, I.... __L -. .L T- T I_ 7-A .1_T _T m rn' I ..T 'I r'_I- ._I_ I .r _r._...I._ .I ...T.. -I-- 'll L_ T- 0' U"
ELEVATIONS
_..- a: _:. -- __
1 I
/ 16
r _..
�,. 18 PROPOSED
I
-•
I
Cr ((''
� I '
AWNING WIN t
2'-6"x 4'-0" I I
6'-2"from the Floor I 1/4 - 1 _0
11
L - - - - J
CASEMENT WIN
2'-6"X 6'-0"
1'-9"from the Floor DATE: 03.25.2024
2 SOUTHWEST ELEVATION - PROPOSED PROJECT No: Project Number
�011/4 If = 1 1-011 DRAWING BY: Author
CHK BY: Checker
DWG No:
_
A201M
V
N
O
N
N
M
ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE IN PROGRESS
i
—18'-10 5/8" — — — — 19'-6 1/4" _ — _ — _ _ _ _ ROOF NICK MAZZAFERRO, PE
i 2, - 9"� CONTACT: 516.457.5596
T
j._t._I
i:::I_. - I
,
..�. _,..-..:J.:�.."_..:.. ..�.___.{...._.:_...:.r L.' !.:
...:_................T - ... ... '_c... ..._._.: :i... SKYLIGHT SKYLIGHT c j
--
2
/ \
L. Cfl
_ .... I`�:7:::�._l. '-6"X 4'-0" - X -
.::.r._ ..:.. 23 23 r:::`: V: 14 / 14 r 22 a 22 SKYLIGHT ABOVE
71
T —
LIGN .. r . .... _ _ L - - _.r r_s .r
\ { L J
_:=J11"U_� �
-
= CASEMENT WIN-�- L ;- CASEMENT WIN __t =- \ _ ? `
(2)2'-6"x 5'-0" := . _- (2)2'-6"x 5'-0"r s= \ - - _ . -
from the Floor T = -- .�� �_ —� .. 2'6"from the Floor 1 / ! I, \ / jl \
.. 1, 2ND FLOOR
15
— 2 2 — 2 — 21 Aff
2 2 — I 2
— -
L_:. -' .L._... { I..J -'I.!. :I. I _L _L. 1_ 1 .., .TF
� I
\ L...... . .._....... L.....i......a..' ._L_,..L L...... ."...1... .1 J_a 22 � 22 L�._L.�-1 —� \ -_ � I __.....,
\ T' 9 T`_1.. 'I I, it -1- ,S_...,I
r _ EGRESS / \ EGRESS
L. ..7....._T. __ I _ S 3 I_ _L: r_ ..I. .1- -....,::I..,_ .r�.
.L._:-I [ ....L_... L .I_.`..I. _I ,,..'I'�: .I� 1--r.r. .J:.,' ,...1' -Jr- r- r' - �_L'.:_:-._-'i ...r._ I --r � r i
II I. :.... . \ / i .h_I \ .L_. I i 1�uI T i t- I r" T -- T I i T'--i- T _ _ r 7 1 r - -
t. _.._ ..............._... —..... ... ... __.............. . -..CASEMENT r—r-rCASEMENT-FIXED .--.CASEMENT
CASEMENT-..FIXED-..C - CASEMENT
-L. _.L.,...I_.._..LT,L_.....I_. ! `:_1:i:;.:::I�.A..::� I,.?. __1 \ _I_.�_ '. _ ._.C. _-1-_.�_ ;'.L J _I. ........�..l-� _ t_ ..L...._L..._1_ L..._J___, .':7:::"
\ / T.1T.
\ j { / I T�(3)2'7"X 5'-0 T...r r T �7 T 1 6"X 5'B" r T r... r r_:_.7._. r(3)2'-7"X 5'0"_.. - 00
\ /
- ..._..._�.. L:: I I "..:r -I L:: : / iIi E - ..1 r_ -I.. I _r.:- 1 I.:. I. I T �. .F . --I r- ,.I -1-: I:...--I [ I :-[- 2
, ' : ' ) ; I �T' T T: ' ' - 2'-7"from the Floor 2'7"from the Floor 7"from the Floor
z— .—rrJ / r r 7 r - -
r....L........r._.._:_. __T....:........L. .. - 1 _. i ...L. 1.7_.....I L......_.., [ _-1. I .i. J _I _ I.. L ] 1. _L "L r_.I i. _, .T_,._.[_r 1 1.... I -1- I ..I. I I ...t- 1 1- -I_ ::1: ..L.......L......"I i....,.J 1..._..J.. �.. .�..... -r I 1ST FLOOR
- .CASEMENT WIN..— — _ _.............:........... _ — _ — — — —_.... . . .. _...a ._.......... - _. . r
-' '--- .]-;._r.., :-I �'_:i"I:" I. _ T I- .I. _ . .T.. .i._.:.L------,-
-0 x 5 / I : �_r T - - _
_r. F. 7._..... 7 ?...1.. _...I �r T -.r. r T 1 .z I _�., r i I._.. r
- _ r .-'.3'-11"from the Floor ` I _ - - --- --- - — --- - -
- '-r' r r- r / _... 17 / 17 \ _ _ . ..m...
!IT--
TI ;-- -�Ti T,
y
y
/ \ i
I
- 63
SITE
AWNING WIN AWNING WIN -
....._... '
II II II
2'0"x 4'0" 2'-0"x 4'-0" .
I I ( I 6'-5"from the Floor 6'-5"from the Floor
r—' L-1 I—' L__1 F-i '--i
V=J
L - J L — J L — J
1 NORTHWEST ELEVATION - PROPOSED 0
�O2 " _ 1'- "
1/4 0
NO. Revision Date
1 UPDATED 03/25/24
19'-6 1/4" ROOF
20' - 9"
it
PROJECT:
SOUNDVIEW
�.:• ..ram RESIDENCE
= I 20210 SOUNDVIEW AVENUE,
- -- — - - , = SOUTHOLD, NY, 11971
_ _ ..: r_ _ -_ , ,i _L .I _L .I J 1_ 1._!__L I_, __I ! _I____ L-__ r_I L, _L....__ _I.. I.: I I_. , y 1-, 1:_ ,.:T l ,_
i -I- -I _f""'f-.LI. �..r r 't r..' 1,I. , J. i _ EA—�
o S L IG�1 TUp
" I _r t E T r 1 I I_. .1 : I' i_ I T. 'I" 'I -I :.I L i 1 1 yl_ i l T I I i , 1
.N
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L _. ...............................__... .... O
L........L....._C.......L.._I _ ....L......_L.. ..L......I_..._... ..t ._..L.......:....._..L....._....._':... _ _.._. . .._. .I......i....._L............._L...._T._.....I.........t_..L....I....I_......_._.L... .i .J...._.L......J_._...L. ....1........L... _.. ....I_...._L.........L......_L.. ..._.......1....._L._....I-. _L.. ._I. _I_ ..L.... .T.....__....L.........L. ..L.......I._I ....._L.._..L.... - '- '--.....L....._.I.......t_.....L.. .........'.r}....L....L........L_...I... ......T—_--•
- - - - r r i � r--r _.__,....... ��_r 1. _L._..L__...........L......_.L.. .I_. i J [j -� L _ S L t- C ] I f _J... _ I
r A
f i r. T" I' i' I I r I I S
I � J ! r I { J 1 J L ( I I J I [ r J I- I: �IT, . _... . :: [ "'j
-
r �-
-.._.... _............__...._.. . _........................_......I._......._......{....._......__. .. J................_.....
I_...._:... L_..1_...,_._L..,....7....:._I., L......_I....._I....(......i_....L...._.L.....I-.._._..L.....7...-_L......_L.._ _L_, C...I_..
--- ---:- _-:.. _I__.I: I I:.::1 r I:.:._.I. / \......, L. I / \ _Ii.,-1 ! i'_:1 / \ .. .-...L-
CASEMENT 13 13 13 13 1..
l
--.1- �-.-_ _� 6 x5 0 -
__..
/ \ 2 0"from the Floor
_ a__...._...
`A
/ \ /
OF
F
Es S
O 57
r , ; T
r - - -
_ a � W
DOORS,_.,. _ _o _ �J :. \ I<<. \li i / v _�. .. BALCONY DOORS'
� - t �'-'� - '- - `=; � BALCONY DOORS ��-
ti ..
�— xT0
:
-� -' - 1ST FLOOR
- 0
__ _ ELEVATIONS
0
PROPOSED OPOSED
_ SITE
-3' - 6"
1/4"
(�2_
SOUTHEAST ELEVATION - PROPOSED DATE: 03.25.2024
PROJECT No: Project Number
A202 1/4" = 1'-Qr� DRAWING BY: Author
CHK BY: Checker
DWG No:
ee''
a
A20- 2
N
N
O
N_
ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE IN PROGRESS
NICK MAZZAFERRO, PE
CONTACT: 516.457.5596
P P
1 2
VTR VTR
ROOF J'L J L
F ----------------------------- ---------------I---------------------------i
I I I I
I i 1 i
I r =11/2' r - -- - - 2"- - - - r -2"- - T —1-2° -- - - - r - --11/2" - - -1 1
LA-1 ' LA-1 ' ' ' ' WC-1
I
I
I -
I BT SH-1
I 1
I
L2ND FLOOR --Q,---- ----�, ---'--!-----! ' '
I s -- {
CO II ( - 2 --_,2. ... . _- .-..... 3" .._... I..l .,._. _._3°_._.•-....._.. - _..__ .2.._.. ,I CO
I I
I r - -11/2"- - - r - - -2" - - —� 2"- - - -i-- -- -11/2" —11/2' - - —r - - -2"" - - - - - - -2"— - r - - -11/2"- - -2"- - - r - -2"— - -r -2" - - - -1- - -2"-- -i-- - -, a
i l I I I I I I I I I I I I
LA-1 ' WC-1 = S_1 DW , S_2 LA-1 ' WC-1 I I I WC-1 ' LA-1 WC-1 I ' LA-1 ' I LA-2 ' I
. - I - . I SH-1 I SH-1 I l m - I SH-1 i I -
1ST FLOOR i �E• — i i J i
-----------------[-- ---- ------_ ------- -------- -- _ - -- -_-_ _�---- --_ -C� II - 2, 3"._. -.- !, ,.._-.._.3"_.... ._- �.-- -_-._._.2" _._._.-.1-....�I CO 2"-------- -----2"-- -� 4"..1` - 2,,._ _ �.-_ 3.__-__ __ -.3„ - .3�.—.._.. 1. ___4 _
I
I I - - -2"- - r -- -11/2"- - �
`r I I
I "
WM ; I ; WC-1 ; LA-1 NO. Revision Date
't7 1 UPDATED 03/25/24
I BASEMENT ; q ; I 1
L--------------------------- ---� ------------------------------------------- ------------------------------------------------------- -- EXISTING SEWER
CO Il
TO EXISTING SEPTIC SYSTEM
i
HOUSE TRAP
PROJECT:
SOUNDVIEW
RESIDENCE
20210 SOUNDVIEW AVENUE,
SOUTHOLD, NY, 11971
SEA &` NATU
1 SANITARY RISER DIAGRAM NEW
�01 1/4If '-0" M
= 1
�P . q� ,f
m
_ r 1! o
! �
n L�
Z
p /'O. 05-109'�'
AROFesSiOIA �
PLUMBING
RISER
DIAGRAMS
1/4„ = 1 '-011
DATE: 03.25.2024
PROJECT No: Project Number
DRAWING BY: Author
CHK BY: Checker
DWG No:
P101
M
N
m
V
N
O
N
N
M
ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE IN PROGRESS
--- SUBFLOOR
2ND FLOOR WALL 77
JOIST
---..__..-- - - - STEEL BEAM
SUBFLOOR
WOOD JOISTS 4" DIA MAXIMUM NICK MAZZAFERRO, PE
CONTACT: 516.457.5596
2x6/2x8 CONTINUOUS WOOD
PLATE BOLTED TO STEEL BEAM
1ST FLOOR WALL �-
SUBFLOOR WITH 1/2" DIA. BOLTS @48" O.C.
JOIST _ STAG
STRAPPING TO BE ATTACHED TO WALL STUDS @7 -__.- 4" x 1/4" x 8" STEEL TOP AND BOTTOM a
48" OC AND ALL WINDOW/DOOR OPENING JACK STEEL BEAM PLATE WITH 1/2" x 6" ANCHOR BOLT
STUDS PLATE (BOLTED TO BEAM) _- ------ GROUT o
3" STEEL COLUMN (10 KIPS)
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION
INSTALL 4'0" O.C.AND JACK NOTCH JOIST AND ADJUST HEIGHT (WITH A
411 -811 LSTA36 1-1/4"x36" 18ga. STRAP STUDS ON ALL OPENINGS NAILING PLATE IF NEEDED)TO BE APROX.
8" - 16" LSTA48 1-1/4"x48" 16ga. STRAP INSTALL 4'0" O.C. AND JACK 1/2" OR HIGHER THAN STEEL BEAM TO ALLOW FOR TYPICAL BEAM DETAIL STAIR RAILING
STUDS ON ALL OPENINGS SHRINKAGE (PROVIDE STRAPPING TO KEEP JOISTS STEEL/ BOTTOM BEARING
ALIGNED)
— ENDWALL KING STUD -------__ -
0
0
CRIPPLE STUD - -- - - --- 4" DIA MAXIMUM
SIDEWALL --- WOOD JOIST ___........._ . ... ---_ .
- --- ----- _, HEADER .........._..
GIRDER/HEADER _....._...... .
- - z
FLOOR USP NUMBER DESCRIPTION APPLICATION JACK STUDS
1ST ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS o
TO FOUNDATION W/ANCHOR BOLTS
2ND ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS SPLICED JOISTS OVER HEADER/GIRDER
.........
ON BOTH BOT. PLATE OF 2ND FLOOR LOCATION USP NUMBER DESCRIPTION APPLICATION
LOCATION USP NUMBER DESCRIPTION APPLICATION
AND TOP PLATES OF 1 ST FL. CONNECT JOIST TO RT10 TYDOWN CONNECT -- -- -- --- -_ - - - _ - - -- GUARD
THROUGH THE FLOORS TO EACH ALL OPENINGS LSTA12 1-1/4"xl2" 20GA. STRAP APPLY TO EACH JACK STUD RAILINGNA
GIRDER/HEADER ANCHOR TO EA. JOIST ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD
OTHER W/THREADED ROD.
0
WALL STUD
NO. Revision Date
METAL STRAP ---
1 UPDATED 03/25/24
ARM BOARD
SILL PLATE(S) DBL. SILL PLATE - ANCHOR BOLT EMBEDMENT:
FOUNDATION TERMITE SHIELD SILL POURED CONCRETE: 7"
GASKET BLOCK WALL: 15"
STRAPPING TO BE ATTACHED TO WALL STUDS @ USE WITH 30 SQUARE WASHERS WOOD JOIST _
48" OC AND ALL WINDOW/DOOR OPENING JACK STUDS (USP LBPS58) BLOCKING —_ ---
� - P844 POST ANCHOR
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WOOD GIRDER i --- CONC. SLAB (AS REQ.)
4" -8" LSTA24 1-1/4"x24" 20ga. STRAP INSTALL 4'0" O.C.AND JACK ANCHOR BOLT CONNECTION FOUNDATION SUPPORTING 5/8" DIA ANCHOR BOLT
STUDS ON ALL OPENINGS
SILL PLATE TO FOUNDATION 1 STORY 72" OC PROJECT:
8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP INSTALL 4'0" O.C.AND JACK (CRAWL SPACE OR FND) PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPACED °a 8" DIA. `Qi•_ r............ DECK PIER PER PLAN SOUNDVIEW
STUDS ON ALL OPENINGS SILL PLATE TO FOUNDATION 2 STORY 36" OC AND OVER OVER BEARING WALLS AND HEADERS. o CONC.
14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP INSTALL 4'0" O.C. AND JACK (CRAWL SPACE OR FND) �,; RESIDENCE
;;; PIER •_ ,- 20210 SOUNDVIEW AVENUE,
STUDS ON ALL OPENINGS WALL BOTTOM PLATE TO 1-2 STORY 57" OC __. .4 • a SOUTHOLD, NY, 11971
FND. (SLAB ON GRADE)
SEAL&SIGNATURE:
_ 50 ' OF FGV y
'U
YL O
2�Fp 4O 057 095
�--- CONC. SLAB AROF essioNP�'�
1 6 MIL. POLY
GRANULAR FILL
STEEL COLUMN
TYP. CONC. FND. DAMPPROOF -
— -- - --
EXTERIOR 6MIL POLY ON EXT. CONC. SLAB ---- WOOD JOIST -'
COMPACT FILL --_- STRUCTURAL
KEYWAY FOOTING. GIRDER/HEADER ----
CONC. FOOTING. -- -- -
WOOD JOIST
° - -- REINFORCING BAR
DRAIN TILE MIN. 3" STEEL COLUMN ANCHORED TO ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE
SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE,
24"x24"xl2" CONC. FOOTING SET FIR JOISTS APROX.1/2" HIGHER THAN LVL HEADERS TO
TYPICAL CONC. FOUNDATION APPLY PILASTERS ALLOW FOR SHRINKAGE & REDUCE BUMP OUTS.
INHERE NEEDED FOR STRUCTURAL BRACING. 1 " - 2'-1 "
DATE: 03.25.2024
PROJECT No: Project Number
DRAWING BY: Author
CHK BY: Checker
DWG No:
a
S100M
V
N
O
N
N
N
M
ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE IN PROGRESS
4"
0 a O O O O O
FASTENER TYPE: SPACING:
THROUGH-ROOF EXHAUST VENTS
No. 8 WOOD-SCREW BASED o 0 0 0 0 �,
ANCHOR WITH 21N.
16" O.C. SELECTED AND LOCATED BY CONTRACTOR
EMBEDMENT LENGTH VENTILATION CHANNEL AS REQ.
No. 10 WOOD-SCREWS RAFTERS MAINTAIN VENTILATION NICK MAZZAFERRO, PE
16 O.C. °
BASED ANCHOR WITH 21N. - BLOCKING ° °° CONTACT: 516.457.5596
EMBEDMENT LENGTH 0 0 0 0 0 ; - 2x4 LEDGER -
i �----- 2x4 SOFFIT JOIST LEDGER ------- ---� °
0' ° 1/4" DIA LAGSCREW BASED FASCIA
WITH 21N. 16 O.C. GUTTER RAFTER-
ANCHOR -- —
LEMBEDMENTLENGTH.
�.�'- CONTIN. SCREENED VENT
CONTIN. SOFFIT/EXT. PLYWOOD
0 0 0 0 0
0 ATTIC SHALL BE PROVIDED WITH A RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION
1/2" APA RATED SHEATHING 2x4 DF#2 STUDS MIN. NET FREE VENTILATING AREA NOT LESS THAN 1/150 DIA 9 2x6 -2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER
GRADE PLYWOOD
(ALTERNATIVE: 7/16" O.S.B.) 3/4" APA PLYWOOD 0 00 0 0 2x10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER
SHEATHING
01
WINDOW SILL
0 0 00 0 0
FASTENER TYPE: SPACING:
No. 8 WOOD-SCREW BASED 8" O.C.
ANCHOR WITH 21N.
TYP. WINDOW OPENING EMBEDMENT LENGTH 0 0 00 0 0
No. 10 WOOD-SCREWS 8" O.C.
PANEL SPAN EQUAL OR SMALLER THAN 4 FEET BASED ANCHOR WITH 21N.
EMBEDMENT LENGTH o
1/4" DIA LAGSCREW BASED 16" O.C. 0 0 0 0 >>
ANCHOR WITH ?IN.
EMBEDMENT LENGTH.
MULTIPLE PLYWOOD RAFTER
ASSEMBLIES (2) 2x4 DF#2 STUDS
CONNECTED RIDGE ................... ...._..........5_,�
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL TOGETHER WITH STAINLESS STEEL OR
GALVANIZED BOLTS
W/WASHERS AND NUTS @ 2'-0" O.C.
AS PER SEC. 1609.1.2, 2015 IBC & NYS 2017 SUPPLEMENT: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING)
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A LOCATION USP NUMBER DESCRIPTION APPLICATION
MINIMUM THICKNESS OF 1/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND ROOF LSTA24 1-1/4"x24" 20GA. STRAP APPLY OVER RIDGE TO EACH
TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO RAFTER
SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4. OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR
DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE
AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE
MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
3
RAFTER
NO. Revision Date
o -�--�----�
1 UPDATED 03/25/24
NEOPRENE GASKET -`----- ,_-..__ TOP PLATE —
ROOF JACK ^ - WALL STUD -—
ROOFING LAPS --'---
FLASHING AT SIDES AND TOP
..._.................
FLASHING LAPS ......__.............................................._._._. _.
ROOFING AT BOTTOM LOCATION USP NUMBER DESCRIPTION APPLICATION
RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT TO EACH RAFTER PROJECT:
TO PLATE
EW
ROOF JACKS&VENTS DETAIL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER RESIDENCE
PLATES TO EACH STUD 20210 SOUNDVIEW AVENUE,
SOUTHOLD, NY, 11971
SEA- `
RIDGE CAP OF `�Fo �0 057o
RAFTER ___._..____... .
SAME MATERIAL AS ARoFEss►ot,01
ROOFING NAILED
i !
TO SHEATHING TOP PLATE
THROUGH VENT
WALL STUD -
STRUCUTRAL
RAFTERS NOTES - 2
PRE-MANUFACTURED RIDGE VENT FOLDS OVER RIDGE TO CONFORM TO SLOPE OF ROOF LOCATION USP NUMBER DESCRIPTION APPLICATION
KEEP SHEATHING 4" -6" RT10 10-3/4" x 18ga CONNECT TO EACH RAFTER
MIN. 1-1/2" FROM TYDOWN ANCHOR
PEAK TO ALLOW 6"- 12" RT20 21-1/8" x 20ga CONNECT TO EACH RAFTER IIV _ 2._811
FREE AIR PASSAGE TYDOWN ANCHOR
DATE: 03.25.2024
PROJECT No: Project Number
DRAWING BY: Author
CHK BY: Checker
DWG No:
Q
S200 a
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�— ACTUAL SITE ^r c �+ ��
ALL DIMENSIONS TO BE PHYSICALLY THE I V PROGRESS
AMENDF - NT
INDEX OF DRAWINGS -... .3.
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SHEET NO, SHEET NAME
NDVIEW RE DE
A001 TITLE SHEET AND NOTES —�
20210 SOUNDVIEW AVENUE A002 GENERAL NOTES -- _
A100 BASEMENT PLAN-PROPOSED_
i �—
SOUTHOLD, NY 11971 A101 - 1ST FLOOR PLAN-PROPOSED
A102� 2ND FLOOR PLAN-PROPOSED
A201 ELEVATIONS-PROPOSED__v _ NICK MAZZAFE RRO, PE
A202 ELEVATIONS-PROPOSED — CONTACT: 516.457.5596
A301 SEC77ON
P101 PLUMBING RISER DIAGRAMS
S100 STRUCTURAL NOTES-1 _
S200 STRUCTURAL NOTES-2 _
Z100 SURVEY AND SITE PLAN
PROJECT INFO
LOCATION: 20210 SOUNDVIEW AVENUE, SOUTHOLD, NY, 11971
i, \.7 D,c SCOPE OF WORK: ALTERATION OF EXISTING 1 STORY+ BASEMENT SINGLE FAMILY HOUSE
IL it - COUNTY TAX MAP: 1000
SECTION: 51
BLOCK: 3
f _ _
LOT: 13.2
ZONING: R-40 �.
CODE: 2020 NYS RESIDENTIAL CODE
::...._ `-� N BUILDING STANDARDS AN CODES
,,y, •�' -'�'�- �� �` A,.-��• -' ,•�-,; TO THE BEST OF MY KNOWLEDGE BELIEF AND PROFESSIONAL JUDGEMENT SUCH PLANS
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ROOF RAFTERS- GROUND SNOW LOAD = 20 PSF
NO. Revision Date
1 UPDATED 03/25/241
- ,
,
TABBLE P3201.7 PLAN CONTENTS
Greenp°rt SIZE OF TRAPS FOR PLUMBING FIXTURES j
-—The Cliffside The inn At Harbor Knoll OCCUPANCY CLASS RESIDENTIAL PROJECT:
t :_:Resort Condominiums PLUMBING ( TRAP SIZES _
Sound View G'ea-ipor 'N FIXTURES MINIMUM (Inches)
BUILDING HEIGHT +/- 18.75'ABOVE AVERAGE GRADE SOUNDVIEW
BATHTUB (WI OR W/O SHOWER HEAD AND/OR 1 1/2" RESIDENCE
Greenport a { DESIGN CRITERIA CODE: 2020 RESIDENTIAL CODE OF NYS AND ASSOCIATED ENERGY ELECTRICAL AND PLUMBING CODES
I west Qering Har WHIRLPOOL ATTACHMENTS � 20210 SOUNDVIEW AVENUE,
~ 'Shorecrest Bed I SOUTHOLD, NY, 11971
i'-'&Breakfast BIDET � 1 1/4 FRAMING ELEMENTS AS PER FLOOR PLANS, SECTIONS AND GENERAL NOTES — -—
AL G A URA•
CLOTHES WASHER STAND PIPE 2" DESIGN LOAD CALCULATIONS EXT, BALCONIES 60 OFi,
Shelter Island - — --- -- -- (LIVE LOADS PSF) DECKS 40 j
C;J Heights DISHWASHER(ON SEPARATE TRAP) 1 1/2" ATTICS W/O STORAGE 10 9
I ATTICS W/STORAGE 20
Southold h• zh r,r,O;etgr. I FLOOR DRAIN 2" ?. C,'« o
ROOF (GROUND SNOW LOAD) PC NYS 301.E Ct
z5 r ROOMS (OTHER THAN SLEEPING) 40 +' w
I KITCHEN (ONE OF TWO TRAPS.WVI OR WO
„5 C DISHWASHER & FOOD WASTE DISPOSER
1 1/2 ROOMS (SLEEPING) 30
Cl �\
t�C8':rar,a.,..,, CFO 0. 0
5709
.�.1'. STAIRS 40 pROF
Q LAUNDRY TUB (ONE OR MORE CIOh1PARTMENTS 1 1/2" GUARDRAILS(ANY DIRECTION) 200 ESSIoN
,:The Pridwin ,; ---. .--- --- - -- __.__
1- LAVATORY 1 1/4 EXPOSURE CATEGORY DESIGN FOR CAT.C
f O SHOWER (BASED ON TOTAL F D)B RATE LOAD PATH (ROOF- FOUNDATION) SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE AND GENERAL NOTES TITLE SHEET
Southold THROUGH SHOWERHEADS AN I ODY SPRAYS
AND NOTES
' FLOW RATE: NAILING SCHEDULE SEE GENERAL NOTES PAGE
57 G,P.M.AND LESS 1 1/2" — ---- -- - r' -
1,.andenG I'�ark. MORE THAN 5.7 G.P.M. UP TO 12.3 G.P.M. 2n EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
MORE THAN 12.3 G.P.M,UIP TO 25,8 G.P.M. 3"
MORE THAN 25.8 G.P.M. UPTO 55.6 G.P.M. 4" FIRE PROTECTION (SMOKE AND SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. til,h, 2 5 2`�24
R CO2 DETECTORS CARBON MONOXIDE ALARMS TO COMPLY WIT H R315 IRC.
t. ;White Bloss House Bar&Gr,, "r _ � n
For S1: 1 Inch = 25.4 MITI. 1 gallon pier minute = 3785 L/M UPDATED: 5/112020 ENERGY CALCULATIONS 2020 IECC �,4 — 1 _�
_ ---------_-----_--- _____._.__ - DATE: _03.25.2024
2020 RESIDENTIAL CODE 0 F NEW YORK STATE NOTE: TABLE R301.2(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROJECT No: Project Number
R301,2.1.2 DESIGN CRITERIA: GROUND SNOW WIND SECTION SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN DRAWING BY: NT
CONSTRUCTnN IIN REGIONS WHERE THE BASIC WIND SPEEDS FROM FIGURE EQUAL OR EXCEED 110 MLES PER HOUR 1773 HAVE BEEN DESIGNED iN ACCORDANCE WITH: CATEGORY DESIGN TEMP i UNDERPLAYMENT HAZARDS FREEZING ANNUAL - --
( LOAD i SPEED ! TOPOGRAPHIC SPECIAL WIND WIND BORN CHK BY: NM
IT
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sou S1 NCY PERMIT SET
AMERICSN FOREST AND PAPER ASSOCIATION (AF&PA)2018 WOOD FRAME CONSTRUCTION MANUAL ONE-AND TWO-FAMILY DWELLNGS(WFCM), CHAPTER 3 &6 OF THE 2020 EFFECTS REGIONS DEBRIS ZONE WEATHERING FROST LINE DEPTH TERMITE REQUIRED INDEX TEMP DWG No:
l MODERATE TO Q
AMERiCSN CODE OF NEW YORK STATE AND THE ASCE"MiN, DESIGN LOAD FOR BUILDINGS AND STRUCTURES". REVISION OF ANSIASCE 7-16 HIGH "
30 PSF � 130 MPH YES NO NO B SEVERE 360 11 YES NONE 452
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NICK MAZZAFERRO, PE
Uj CONTACT: 516.457.5596
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OF EXISTING
surwLy, coum-Y, NEov YoRrir
f S.C.T.M. GARAGE
LOT ARRA 40,638 S.F.
00• BUILDING COVERAGE = 2,655 E.F. 6.5Z
LOT COVERAGE, - 12,180 Sr. / 30.0=
01700. LOT CLVA1ZWG 40,131 S.F. V8.8Z0
-3'-6"
CEP.TIFIED TO,
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-SRL ABSTPACT NEW SECOND STORY
LANGDON, TITLE-
ABOVE EXISTING GARAGE
1 20210 SOUNDVIEW AVE, Southold NY
r"0517
R-40 Zoning
ENTRY Existing: Non-conforming Lot (§280 Attachment 5: lot width under 135'-0")
Existing: Residential Single Family Conforming Use
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stAr"Vt W5 Orp"C, -011
15 2,034 SF
ir or.*,=vc"m ck7wv";C, JWf:W!1 vr A,& or,* A" 1 Existing First Story
20'-0"
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X 41""W In Nrl 01 A CW
it; • Arl;lv 410 rNr Wv 9�S"tr �A* Oe o.�. f'V-1�Ov REQUIRED
EW ONE-STORY1 SIDE YARD 3. Double height in excess of 15' 350 SIF
SIDE YARD INFILL 4. New Infill 187 IF
A) t t�Wr^ty AM',015TA"_1 3 RL Ak;�U A� Mf VXAI.U�'
t--Z TOTAL 1ST FL 3,118 SF
-44 C-4n Iv=lr--,-A! V,- $11--,r 4DOWSPi AN` CAI-%k7?
A New Second Story Above Garage 380 SIF
tA TOTAL 2ND FL 380 SIF
V5. CD
ri 5. Cellar not included in gro§5 2,164 SF
6. Other Detached Accessory bldgs 0
PROPOSED GROSS AREA : R-40 ZONING (§280-207)
71
Max Allowable Gross lots under 80.00OSF = 5.100 SF+(.05 x 638 SF) 5.132 sq ft
t STORY PRICK ----
DOUBLE HEIGHT
•
TOTAL GROSS OF PROPOSED HOUSE=2,768 SF + 380 SF 3,498 sq ft COMPLIES i
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81 -511
v ef, 00 LOT COVERAGE
23 - 4
M Ik root) Act % between 40,000 and 80,000 sq ft(§280-124)
11 -C 2'- AEI X C? Existing Lot Size 40,638 sq ft No;. Revision Date
L
80
: EXISTING ONE STORY BRICK I I Allowable Lot coverage @ 20% of lot size = 40,638 x .2 8,126 sq ft
i C) -- i ! h � UPDATED 103/25/24!
AND BLOCK DWELLING CN Existing erage (house/balcony/garage/deck/pool/tennis court) 12,180 q ft
TOTAL LOT COVERAGE (EXISTING TO REMAIN) 30% EXISTING NON COMPLIA
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FOR CONSTRUCTION 110/30/25
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REQUIRED SETBACKS
WOOD DECK
50' Front Yard §280-124.B 145.5' NON-COMPLIANT
-4
15' East Side Yard §280-124.13 114.89' NON COMPLIANT
20'West Side Yard §280-124.B 120'COMPLIES
A 50' Rear Yard -124.B 1249' COMPLIES C11 V(.T 280
4 I—REQUIRED OFF STREET PARKING SPOTS
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I [req.-FoF-sinqIe family residence 12 COMPLIES_ PROJECT:
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SOUNDVIEW
W MAX BUILDING HEIGHT(2 1/2'stories plal
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MAX 35
U. LLJ RESIDENCE
C: MAX 25' to flat roof NA
F- Z 120210 SOUNDVIEW AVENUE,
:L 0 within 45 degree sky plane COMPLIES
21. -1 1 - SOUTHOLD NY 11971
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Marlche�, New York 11955 01 EXISITNG TENNIS
E 57"0710' 1157 J12.34' �.a-w I
Phone. (631) E78-0120 Phcnc (63',) 728-53JO WX! COURT
PATE: 12/21/23
Lk" Nor v?: rvrvv?.v r or r.4k?s L 0 14'-10 3/4
psecccFccC-opZ1or,1;ro.nef
I W 'PROJECTNo. Project Number
Pot C. Seccof'tco- PLS Pot T. Seccarocc. PLS
C:) X bRAWING BY.
00 is
YS Lk. No. 051040 NYS Li-., No. 049287 L0 0<
CHK BY. NW
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PRO rECT No, 64106 SCALC: 1 20' DATE.- 06/12/�2023 PROPERTY LINE DWG No:
co.vc�
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PROPERTY LINEI
Z1 00
112'-3 3/4" PYRAMID DIAGRAM
EXISTING SURVEY PROPOSED SITE PLAN
16�-=1 0
3/32"= 1,_O" 3/3q2 = 1 _0,.
ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE
ROOM SUCH
DU LE 1ST FLOOR
LEVEL ROOM NAME AREA
TYPE X GYPSUM GYPSUM
1 ST FLOOR KITCHEN 284 SF WALLBOARD 5/8" WALLBOARD 5/8"
1ST FLOOR DINING ROOM 158 SF
1ST FLOOR 1 BEDROOM #1 177 SF
1 ST FLOOR IBEDROOM #2 104 SF 2"X4" WALL STUDS 2X4 WALL STUDS
W/ SOUNT BATT W/ SOUNT BATT
1 ST FLOOR 'DEN/OFFICE 96 SF
INSULATION 3" INSULATION 3"
1 ST FLOOR 6ATHROOM___ ` #:2,---- 9-1 _SF__ 0 6x6' PRESSURE TREATED
WOOD COLUMNS
1ST FLOOR !WIC 44 SF
Z
1ST FLOOR iL!EDROOM #3 117 SF CiD , NICK MAZZAFERRO, PE
CONTACT: 516.457.5596
1ST FLOOR IMASTER BATHROOM 84 SF fAl =Z
.7 _--NEW FLUSH HEADER
1 ST FLOOR BATHROOM 9'.3 28 SF 3-13/4"X 117/8"LVL
WITH 2-1/4"STEEL PLATES
I ST FLOOR POWDER ROOM 16 SF
I
1 ST FLOOR ENTRY 176 SF
..INTERIOR PARTITION PARTITION
1ST FLOOR GARAGE 1420SF II k
II GARAGE
1 420 SF
,,,---HEAT DETECTOR
CD 11 71 1 1 REQUIRED PER CODE
II
�01 o II
II
20'-0 1/8'
II
-o-,-6"
VIF ........... 6"
TX.............I
TEMPERED GLASS TEMPERED GLASS 711 L,4 3—2 1
DN _01-7 I IR @ 0'-8 11
r r 10 @ 0,-10"
�4
21 MAIN ENTRY 3 4 w
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in ---If-------a
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2'-7' UP
B 13 2'7" F-M 3--o�-
EGRESS EGRESS
;0 O7'
Z__5 S 0
BEDROOM#3 BEDROOM#2 BATHROOM#2 )OWDER RIV DN
117 SF 104 SF 91 SF 16 SF CD
C3 7-9114"
1.7 11
0_ T10 1 9A 1/2" 6-61/8' REF.
J� _4�1 (D co
ENTRY
76 SF
Z�> C=,
CD Lu RANGE
CARBON----- Z-3"
MONOXIDE/SMOKE 00
DETECTORS CL @
LOCATIONS PER (a 0
R313/R314 0
L
CD T_ KITCHEN
CL 284 SF
8 SF
N�. Revision Date
SHOWE HALLWAY
61F 1 JUPDATED 03/25/24
TEMPERED GLASS-
2 FOR CONSTRUCTION 12/16/25
MASTER 0
BATHROOM (IdD 0 rq 13
20 84 SF .9 a V
VESTIBULE
CD
OUTDOOR SHOWER WALK-IN CLOSET
44 SF
C CzCD
04 PROJECT:
SOUNDVIEW
AA
BEDROOM#1 DEN/OFFICE LIVING ROOM RESIDENCE
177 SF 96 SF 435 SF DINING ROOM 4
OPEN TO 20210 OUNDVIEW AVENUE,
158 SF
LIVING ROOM THOLD, NY, 11971
DN NOTFOR m
SLEEPING
z _j SEAL&SIGNAT E:
PURPOSES >
_j 2i
E? 00 Nff
15-4 34' 8'-6 5/8" 20'-6 7/8" 13'4' A
NEW BALCONY Lu PLANS - GENERAL NOTES -7
DOOR OPENING '0
EGRESS
1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL
H U Li Li 3 Li L DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TO
A
I V.7_ -
.... .......... CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENT
Ljr�:.- - ,'' 01
DESCRIBED BY THE DRAWINGS.
J .- -L-
7
2. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH
7--,EGRESS - . .........
.... .... ...... ........ . AND WASTE MATERIALS ON A DAILY BASIS. THE GENERAL CON-
.... ... ...............
. ...... CV
7 . TRACTOR SHALL EXERCISE STRICT CONTROL OVER JOB SITE 1ST FLOOR PLAN
.. . ......
CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST, OR
DEBRIS. NEW WALL
- PROPOSED
0.
. ..........
3. CONSTRUCTION SHALL COMPLY WITH ALL REQUIREMENTS
.............
SET FORTH BY ALL APPLICABLE BU I LDIiNG CODES,
0 0 7 � DN IE] 0 13 REGULATIONS AND ORDINANCES, AS WELL AS OTHER
- - GOVERNING AGENCIES INCLUDING ADEQUATE ACCESSIBILITY
As indicated
AND USAGE BY THE DISABLE
0�
6"
WALLS PLANS - LEGEND DATE: 12/21/23
PROJECT No-,
5'-8" —
DRAWING BY:
CHK BY:
EXISTING TO TO BE REMOVED
DWG No:
EXISTING TO REMAIN
1 T FLOOR PROPOSED A101
A 11
LA
/(� —wic-1
-3
1 S NEW PARTITIONS
�'A`10 1/4 it 1 1-011
CARBON MONOXIDE/SMOKE DETECTOR
WOOD DECKING ------
ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE
36" RAILING ABOV
22'-8 1/2"
ROOM SCHI DULE 2ND FLOOR TEMPERED GLASc 24'-8 5/8"
lz
LEVEL ROOM NAME AREA
2ND FLOOR 2x(2x10)ACQ PERIMETER
CD
HEADER BELOW DECKING pj.......................
246 SF N BEDROOM #4
2ND FLOOR 2 23 (&3
113 BATH 137SF 2x8 ACQ DECK JOISTS @ 1
2ND FLOOR 6"
J A
OC
-A
61-01t
EGRESS TUB CN
< NICK MAZZAIFERRO, PIE
IT-81/2" CONTACT: 516.457.5596
LD
C?
BEDROOM#4 BATHROOM#4
246 SF 137 SF
2
CD NEW ROOF
4^ Cn co
Cn
��01 C4
"-N I "z P
6-2 1/4"
w
aD
3 2
aD .4
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wic 2.1 c SHOWER
! O C?
32 SF -12DN •
13'- 10 3/8'1
U? 12
NEW 2x1 0 ROOF
5 16 7 8 19 0 CARBON RAFTERS @ 16" OC
MONOXIDE/SMOKE
WITH 2x6 COLLAR
DETECTOR TIES AT 16"OC
VIEW"
ROOF - PROPOSED ROOF
NEW NEW A102 1/4if 1I-011
SKYLIGHT SKYLIGHT
11 NEW FLAT ROOFO NEW SKYLIGHT
TYPE X GYPSUM GYPSUM
WALLBOARD 5/8" WALLBOARD 5/8"
2"X4" WALL STUDS 2X4 WALL STUDS
w W1 SOUNT BATT W/SOUNT BATT
z Revision Date I
INSULATION 3" INSULATION 3"
U_
00 D 03/25/21�ESTRUCTION
--------0 NEW SKYLIGHT 12 FOR CON 12/16/25;
x
LU
co INTERIOR PARTITION INTERIOR PARTITION
EXISTING ROOF
[kGJECT-
SOUNDVIEW
I RESIDENCE
20210 SOUNDVIEW AVENUE,
SOUTHOLD, NY, 11971
SEAL&SIG
PLANS GENERAL NOTES
�
1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL X
DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TO L
05-7
60'-0" XISTIN R F LINE
CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENT G OO
DESCRIBED BY THE DRAWINGS.
PREGOLA DESIGNED 2. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH
AND COORDINATED AND WASTE MATERIALS ON A DAILY BASIS. THE GENERAL CON-
WITH STRUCTURAL TRACTOR SHALL EXERCISE STRICT CONTROL OVER JOB SITE
ENGINEER 2ND FLOOR
CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST, OR
DEBRIS. NEW WALL PLAN
PROPOSED
3. CONSTRUCTION SHALL COMPLY WITH ALL REQUIREMENTS
SET FORTH BY ALL APPLICABLE BUILDING CODES,
REGULATIONS AND ORDINANCES, AS WELL AS OTHER
GOVERNING AGENCIES INCLUDING ADEQUATE ACCESSIBILITY
AND USAGE BY THE DISABLE I As indicated
H 12/21/23 H H H H H H WALLS PLANS - LEGEND DATE-
i PROJECT No: Project Number
DRAWING. BY: Author
CHK BY: Checker
EXISTING TO TO BE REMOVED
DWG No:
EXISTING TO REMAIN
A102
1 2ND FLOOR PROPOSED NEW PARTITIONS i :I
�A`102 11411 = 1 1-011II
CARBON MONOXIDE/SMOKE DETECTOR
---------- —-------------- ------
ALL DIMENSIONS TO BEE P14YS(CALLY VERWED ON THE ACTUAL SITE i IN PROGRESS
NICK MAZZAFERRO, PE
19'-6 1/4" ROOF CONTACT: 516.457.5596
20' - 9"
17' -5 5/8"
SKYLIGHT
2'-6"x 4'-0"
•
ro
co
SKYLIGHT SKYLIGHT
2'-6"x 44" 2-6"x 4'-0"
r "r. j
a
------------ . .......
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-7, -.L-r I T XI II 51_Q�,-L
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ham
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AWNING WIN
-0"x 4'-0'
loor
CASEMENT WIN
L L - - - - J 6-9"from the F'
CASEMENT WIN
7-6"X 6'-0" L
2'-6"X 6-0"
V-9"from the Floor
1- NORTHEAST ELEVATION PROPOSED V-9"from the Floor
A201 1/411 1 0-011
NO. Revision Date
1 UPDATED 03/25/24
19'-6 114" ROOF
20, -
PROJECT:
SOUNDIVIEW
12
12 12!
_F T -7-1
J T.
.......... r _7- ----- -7--71—�' SOUTHOLD, NY, 11971
-7
r=
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L7-T J_ -------
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x j
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Ju
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from the loor =13'-6"from the Floo. from_the T 41
_j loor q
I-,L.._7
T---T-- eF
, -1 . I — 1 r T T _T
-1 L -7 .......
7-1:-71 1-1- 77 T. 1.
IL 1:-_.!-'_j ------ a --I-'--r I-T- 1, _7
r T T _'77 T 2ND FLOQ
T
-7
i �7
6' - 2 114"
I J L�� L-,
L, T 'T
i 12 1! T'1-T, ___I
20 4
T11 r I
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tf'_711___1 CASEMEN'I WIN ENT WIN 1 2: 1- CASEMENT VAN '--f 1"'1- 1 'Ell
'T.
x 1'5-0"X6-0""�' .............
6-0'X 5 V:I ':I., r I1rTT T IT
_17: 7 "T :1 rom e r I-, r t "T r I
2'4"from the Floor 2'-7"from the Fbor 17
-T- -T
1ST FLOOR
J.-I T_ -.1 U oil
A _jT T T-
T
ELEVATIONS
r T
T, L
PROPOSED
7 -..T_L 7 1 T I-
:X -1, L� 1�
18 =41-L
J f h I
SITIE
_i`_T--r_-T-_
(L IL
AWNING WIN
2 x 4'-0'
It 1 1-011
6-2"from the Floor L 1/4
CASEMENT WIN
2'-6'X F-0'
V-9"from the Floor DATE: 03.25.2024
r2 � SOUTHWEST ELEVATION PROPOSED PROJECT No: Project Number
DRAWING BY: Author
�20 1 1/4 1 1-011 CHK BY: Checker
DWG No:
_T_
r I
4
221 �22
F;
0 1
ALL DIMENSIONS TO BE PHYSICALLY VERIFIED ON THE ACTUAL SITE
LU
:5
0 ROOF
2XI 2 RIDGE BEAM 20 911
COLLAR TIE 2X6 AT 16"O.0
NICK MAZZAFERRO, PE
ASFAT SHINGLES ROOF CONTACT: 516.457.5596
UNDERLAYMENT
WOOD JOISTS IS 2X10 @ 16"O.0 ----R-49 INSULATION
ICESHILD BEDROOM#4
246 SF
2X6 WOOD STUD.EXTERIOR SIDING
TO BE DECIDED BY THE OWNER
-R-23 INSULATION
--R-30 INSULATION
2ND FLOOR
6 2 1/4'_'�
WOOD JOISTS IS 2X1 0 @ 16"O.0 - GARAGE
420 SF NEW FLUSH HEADER 3-13/4"BY C=:)
t 117/8"LVL WITH 2-1/4"STEEL
PLATES
LU
PYRAMID LAW
TOWN CODE
280-207
SITE
-3' - 6"
__-,-- --------
CETI
2 GARAGE SECTION
A�01 1/411 = 11-011
WINDOWS DOORS
DOOR ROOM TYPE SIZE. NOTES NO. Revision i Date
TYPE: MARK/COUINT,/WIDTH HEIGHT AREA OPERATION NOTES t
--1
1 NIU )/CELLAR'EXTERIOR EXTERIOR SWING T-0"x 8'-G" EGRESS 1 UPDATED 03/25/24
EGRESS AT BEDROOM#3 1-.1101 CELLAR BATH SWING 12'-8"x 8'-0" 2 FOR CONSTRUCTION 10/30/25
0.3 MECH ROOM SWING 31-01,x 8'-0" 1 HR FIRE RATING
_2 2'-7" 64' 13 CASEMENT #2
0.4 HVAC CLOSET DOUBLE SWING 2@ 2'-2"x 8'-0" VERIFY OPENING
3 1 V-6" 6-0" 8 CASEMENT @ DEN 0.5a STORAGE CLOSET DOUBLE SWING 2@ V-8"x 6-0" VERIFY OPENING
4 3 51-01, 5-4- 25 CASEMENT DINING RM/BEDROOMS 0.5b STORAGE CLOSET DOUBLE SWING 2@ 2'-6"x 8'-0",-VERIFY OPENING
5 NIU 0.6 LAUNDRY ROOM SWING 3'-0"x N-o"
6 2 6-0" 4'-0" 20 CASEMENT KITCHEN
7 2 21-0" 5f-0ll 9 CASEMENT TEMPERED BATH#2 7 MAIN ENTRY DOOR EXTERIOR SWING T-0"x 8'-0"
8 NIU 1.1 POWDER ROOM POCKET 2'-0"x 8'-0"
NIU 1.2 CLOSET DOUBLE SWING 2@ 2'-0"x 8'-0" PROJECT:---
10 1 2'-01' 81-111, 18 FIXED SIDELIGHT @ GARAGE �.3 BATH#2 WC POCKET 2'-0"x 8'-0"
1.4 BATH#2 CLOSET DOUBLE SWING 2@ 2'-6"x U-011 SOUNDVIEW
11 5 21-6" T-11.5" 10 SKYLIGHTS 1.5 BATH#2 :POCKET 2'-2"x 8'-0" RESIDENCE
12 4 T-0" T-0" 9 AWNING 2nd FL BED & BATH 1.6 BEDROOMS#1,#2 ,WIC SWING 7-6"x 8'-0"
+3 NIU 1.7 BATH#3 POCKET 2'-0"x 8'-0" 202`10 SOUNDVIEW AVENUE,
14 2 T-0" T-6" 23 CASEMENT TO 2nd FL DECK 1.8 BEDROOM#3 CL DOUBLE SWING 2'-2".x 8'-0" SOUTHOLD, NY, 11971
1.9 PRIMARY BATH POCKET 2'-4"x 8'-0"
4-5 NIU SEAL& SIGNATUA:
1.10 PRIMARY WC,LINEN CL SWING x 8'-0"
16 1 4'-0" 2'-6" 10 AWNING CELLAR BATH 1.11 VESTIBULE POCKET 2'-6"x 8'-0" of NEIV
17 3 40-0" 2'-6" 10 AWNING CELLAR 1.12 TO GARAGE FROM KITCHEN SWING 2'-10"x 8'-0" Ml
18 3 3'-3" 61-01, 15 CASEMENT CELLAR @ WINDOW WELLS 1.13 KITCHEN EXTERIOR SWING T-0"x 8,4, EGRESS
+9 NIU 1.14 OVERHEAD GARAGE DOOR 16'-0"x Y-3"
•
1.15 EXTERIOR GARAGE DOOR SWING T-O"x 8'11 1 01
20 1 5'-0" 51-01, 25 CASEMENT TEMPERED PRIMARY BATH CL
13 DOORS TO DECK SWING 2'-1 1"x 8'-0" EGRESS
1 21 1 V-6" 51-0" 8 CASEMENT TEMPERED BATH#3 SHOWER
4'0- 05-709
1 22 1 8 1 2'-6" 13 CASEMENT GARAGE, BEDROOM 4 2.1 BEDROOM#4 SWING T-0"x 8'-0"
2 5-13". 13 CASEMENT
TEMPERED BATH#4 2.2 WIC :POCKET 2'-10"x 8'-0"
2.3 BATH#4 POCKET 2'-8'*x 8'-0"
2.4 BATH#4 WC SWING 214.x 7-0"
SCHEDULES SECTION
A301 NTS
}-LEADER SCHEDULE
NEW STEEL ANGLE IRON HEADERS FOR THE DOOR AND WINDOW OPENINGS.
DOORS 6 FEET TO 10 FEIET - 4 X4 X3/8 1/411 11-011
DOORS/WINDOWS UP TO 4 FEET - 3 X3 X
DOORS/WINDOWS 4 FEE'.T TO 6 FEET 3 X3 X 3/8
1
WALLS PLANS - LEGEND DATE: 2/21/23
PROJECT No: Project Number
DRAWING BY: Author
CHK BY:
Checker
EXISTING TO TO BE REMOVED DWG No:
EXISTING TO REMAIN
A301
NEW PARTITIONS