HomeMy WebLinkAbout52631-Z TOWN of SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
W`111H" E SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52631 Date: 01/27/2026
Permission is hereby granted to:
Robert Perfetto
1840 Paradise Shores Rd
Southold, NY 11971
To:
Construct screened porch addition to an existing single-family dwelling as applied for.
Premises Located at:
1840 Paradise Shore Rd,Southold, NY 11971
SCTM#80.-1-17.1
Pursuant to application dated 12/02/2025 and approved by the Building Inspector.
To expire on 01/27/2028.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition&Alteration $380.00
CO Single Family Dwelling-Addition /Alteration $100.00
Total 480.00
Building Inspector
TOWN OF SOUTI3OLD—BUILDING DEPARTMENT
Town:Hall Annex 54375 Main Road P. 0. Box 1179 Southold NY 11971-0959
7
�q
0
Telephone (631) 765-1 02 Fax (631) 76 - 50wu,'( oidto
reW
d
Date Received
APPLICATION FOR BUILDING PERMIT
au ,
For Office Use only
r m
NW r
15;k
PERMIT NO. Building In,spec or.k
u,
yn nf
m„
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. where the Applicant is not the owner,an
Owners Authorization fora(Page 2)shall be completed.
Date:12.01.25
OWNER(S)OF PROPERTY:
Name:Bob & Karen Perfetto SCTM#1000-80-1-17.1
Project Address:1840 Paradise shores Rd - Southold, NY 11971
Phone#: Email:
Mailing Address: 1840 Paradise Shores Rd - Southold, NY 11971
CONTACT PERSON:
Name:Zackery E. Nicholson, RA
Mailing Address:PO Box 88 - Cutchogue, NY 11935
Phone#:631-513.6589 Email:ZENicholson.Arch@gmail.com
DESIGN PROFESSIONAL. INF INFORMATION:
Name:Zackery E. Nicholson, RA
Mailing Address:PO Box 88 - Cut+chogue, NY 11935
Phone#:631.513.6589 Email:ZENicholson.Arch@gmail.com
CONTRACTOR INFORMATION:
Name:TBD
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure iRAddition ClAlteration ❑Repair ❑Demolition Estimated Cost of Project:
0 Uther
30,000
Will the lot be re-graded? ❑Yes @No Will excess fill be removed from premises? ❑Yes No
1
PROPERTY INFORMATION
Existing use of property:Sin gle Family Intended use of property:Single Family
there Zone or use district in which premises is situated-, Arethere any covenants and restrictions with respect to
R-40 this property? nYes RNo IF YES, PROVIDE A COPY.
.............
The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,,
housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name):Zackery E. ����icholson, RA RAuthorized Agent 00wner
Signature of Applicant: CONNIE D.BUNCH Date: 12,02. Z',j
Notary Pub'lic,State of New York
STATE OF NEW YORK) No.01SU6185050
Quallfled In Suffolk County
SS:
Commission Expires April 14, �a
COUNTY OF
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the
(Contractor..Agent.,Corporate Officer.,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
'ZI rNt ay of 20
Notary Public
PROPERTY OM, , ,'TIIOIN
(Where the applicant is not the owner)
IY Robert Pe rfetto I residing at 1840 Paradise Shores Rd - Southold, NY 11971
—do hereby authorize Zackery E. Nicholson to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
November 23, 2025
Owner's Signature Date
Robert Perfetto
Print Owner's Name
2
NIPPON
CONSTRUCTION NOTES WIND FRAMING NOTES PLAN CONTENTS
L THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN 1. RIDGE-TOAAFIER ASSEMBLY: OCCUPANCY CLASSIFICATION RESIDENTIAL /1 _ I I / f
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 yly//7
FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK TABLE&4.WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF iOd COMMON BUILDING HEIGHT PROPOSED RIDGE-318.6'ABOVE AVERAGE GRADE
STATE BUILDING CODES THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE RECOMMENDED Avow
CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, NUMBER OF NAILS IN THE STRAP. DESIGN CRITERIA CODE 2020 RESIDENTIAL CODE&2020 NYS ENERGY CODE
STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. 2 RAFTER-TO-WALL ASSEMBLY:
2. ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 20181RC AND 2017aNXS SUPPLEMENTS. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALL TO TOP PLATE
& THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND CONSTRUCTION SHALL BE IN ACCORDANCE TO TABLE 3.&WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE WITH FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES
MEETS CURRENT FEDERAL,STATE,COUNTY AND LOCAL CODES,ORDINANCES AND REGULATIONS,ETC. STUDS BELOW,RAFTERS OR TRUSSES SHALL BE ATTACHED TOTHE WALL TOP PLATE AND THE
THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS ROOF DESIGN LOAD CALCULATIONS ELT.BALCONIES 80
SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT (LIVE LOADS PSF) DECKS 40 ZEN DESIGN
4. DIMENSIONS SHALLTAKE PRECEDENT OVER SCALED DRAWINGS(DO NOT SCALE DRAWINGS) CONNECTIONS IN ACCORDANCE WITH TABLE&3a, ATTICS W/0 STORAGE 10
S THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO 3. WALL-TO-WALL ASSEMBLY: ATTICS W/STORAGE 20 POST OFFICE BOX 88
RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS,NOR RESPONSIBILITY FOR WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT ROOF(GROUND SNOW LOAD) PER NYS 301.6 POST OFF
CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY CONNECTIONS IN ACCORDANCE WITH TABLE&3b.WHEN WALL STUDS ABOVE DO NOT FALL IN LINE E,NY 11935
PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK THERE ARE NO WARRANTIES FOR WITH STUDS BELOW,THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ROOMS(OTHER THAN SLEEPING) 40 PHONE 63L513.6589
ROOMS(SLEEPING) 30
A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OFTFITSE PLANS ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. STAIRS 40
6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. 4. WALL ASSEMBLYTO FOUNDATION: GUARDRAILS(AM DIRECTION) 200
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 PLATE
OR EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES WITH UPLIFT CONNECTORS.STEELSTRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 71NCHES IN EXPOSURE CATEGORY DESIGN FOR CAT.C
& THE GENERAL CONTRACTOR IS TO CONSULT WITH H THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS CONCRETE FOUNDATION AND SLAB -0RADE,15 INCHES IN MASONRY BLOCK FOUNDATIONS,OR
BOOKCASES,SHELVING,PANTRY,CLOSETS,TRIMS,ETC. LAPPED UNDER THE RATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b.WHEN STEEL STRAPS Thee genx.re eapywghtew-do..uDJeR to coPYwkn
9. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. ARE LAPPED UNDER THE BOTTOM PLATE,31NCH SQUARE WASHERS SHALL BE USED WITH THE LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE
ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE (ROOF-FOUNDATION) AND GENERAL NOTES proteNon as on'artiwt.ctuml Waver unw.r Sm 102 d the
3.2a.IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES FROM Cos rtl m17�IWorrksO. ome,wea Wcembn t al mM IThe
FOUNDATION NOTES .not lb tPtal.NooAdd1990.Th.
THE END OF A SILL PLATE AND ALL CORNERS NAILING SCHEDULE SEE GENERAL NOTE PAGE prdocllen hl---ot but a not 1lmxew d the overall an Hann u well
S TYPE EXTERIOR SHFJUTWALL CONNECTIONS: uthe m.nk+m.mandoampnrtion dap.cea.nwhememad
TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF INCH WOOD STRUCTURAL PANEL ON THE work,,Mower wN pmtecl �m.amewxew,ue d theao m of
LTN EGRESS SEE FLOOR PANS AND WINDOW SCHEDULE workahem. orbuDaw,eon lagollyft..I mult dWMtha-otaread
1 THE GENERAL CONTRACTOR AND MASON TO REVIEW BANS,ELEVATIONS,DETAILS AND NOTES TO f7fTERIOp ATTACHED WITH 8d COMMON NAILS AT 8.O.C.A THE PANEL EDGES AND 12 O.C.IN THE consau Won or puhainp aeini W:.w soya,memt.ry
DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE FIELD,AND INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT mmpene.aontoZEN DESIGN LLQ
2 ALL FOOTINGS TO REST ON UNDISTURBED(VIRGIN)SOIL 7°O.C.PANEL EDGES AND 10.D.C.IN THE FIELD SHALL BE IN ACCORDANCE WITH THE LENGTH FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R3141RC.
3. PROVIDE Tf EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR REQUIREMENTS SPECIFIED IN TABLE 34504L (SMOKE&CO2 DETECTORS) CARBON MONOXIDE ALARMS TO COMPLY WITH R316 ITC.
MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 6. TYPE 11 EXTERIOR SHEARWALL CONNECTIONS ENERGY CALCULATIONS 20201EOC NO. ISSUE DATE
4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE TYPE 11 EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.1sab TIMES THE
INSTALLED WITH BB RE-BAR,IS-LONG AT 12'O.C.USE APPROVED EPDXY FOR INSTALLATION. APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 316.
5. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PST.CONCRETE TO BE POURED ON 4' 7. INTERIOR SHEARWALL CONNECTIONS: 01 SDI 11.11.25
THICK SAND OR GRAVEL FILL WITH Bx6 WIRE MESH REINFORCING.INTERIOR SLABS TOBEMINIMUM4' ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE CLIMATIC&GEOGRAPHIC DESIGN CRITERIA
THICK ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS(LAYERS). INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE IN 02 PERMIT SET 12.01.28
& CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 1WX24'ACCESS OPENING.INSTALL ONE SX16 ACCORDANCE WITH 24.4.2 AND 22.4 RESPECTIVELY.
CAST IRON FOUNDATION VENT FOR EVERY 150 SQ/FT OF AREA. & CONNECTIONS AROUND EXTERIOR WALL OPENINGS: GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
7. DAMPROGF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT N.YS HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN SNOW .m D DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS
RESIDENTIAL CONSTRUCTION OWE A IS MIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE ACCORDANCE WITH TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING, WITH TABLE&S 20 PSF L30 B SEVERE 3 FT. NtbmxTE su�VOTO 11' NONE -
& DRAINAGE AS REQUIRED BY CURRENT N.YS RESIDENTIAL CONSTRUCTION CODE 9. CATHEDRAL CEILING ASSEMBLY: TDxTAw NDofaME
WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE
NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO
FRAMING NOTES EACH RAFTMTORIDGE ALONG THE OPEN CE3IJNG PART OF THE BUILDING.CONNECTIONS TO THE FRAMING AND FASTENER INFORMATION
RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS.
L ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND MARK LOCATION SIMPSON TIE• INSTALL NOTES
ADDITION WOOD OTHERWISE
NOTE CONSTRUCTION MANUAL DECK R$[ COVERED PORCH NOTES 2. UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE i2+STIR i ROOF RIDGE LSTA/15 EVERY RAFT 20 GA-1}'x 15
DOUGLAS FIR.
& FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16-O.C.UNLESS OTHER WISE NOTED. 2 RAFTER/WALL LSTA/SB EVERY RAFT 12 0A-13"X 18
4, UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2x1O 02+BTR.DOUG.FIR. L UNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL TO BE B1 ACQ PRESSURE TREATED LUMBER.
BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF ALL ALL FASTENERS,HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL
OPENINGS.LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF 2. GIRDERS FOR DECK JOISTS TO BE BOLTED TO EACH POST WITH WASHERS AND NUTS GIRDERS ON 3 WALL/WALL LSTA/21 EVERY STUD 20 GA-1}'x 21
OPENINGS BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2x4 WALL CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO -
OPENINGS BETWEEN 4'-Y AND 6'-0'AND 2x8 WALL OPENINGS BETWEEN 5-11'AND 8'-9'.PROVIDE CONCRETE WITH A MINIMUM i INCH DIA x 7'LONG ANCHOR BOLTS AND WASHERS AND NUTS. 4 WALL/BASE Pl. RSP443+M EVERY STUD 20 6A-2 j}x 4 j
FIRE STOP AND BLOCKING WHERE APPLICABLE & POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A I W 9W THICK CONCRETE FOOTING.USE
S ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND A MINIMUM I DIA x 8•LONG ANCHOR BOLT WITH WASHERS AND NUTS.FOOTINGS SHALL BE 3 FT. 8 BASE PL/FOUND 0 ANCHORS 4'-0.O.C. ADD AS NEEDED
ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. BELOW GRADE PORCHES WITH COVERED ROOFS SHALL HAVE 12'DIA CONCRETE PIERS FOR THE
6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER GIRDERS.
BATHTUBS,FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD 4, DEC(JOISTS TO HAVE BLOCKING AT B'-0.O.C. - ALL TIES TO BE SIMPSON STRONG TIES OR EQUIVALENT
CAPACITY UNLESS NOTED ON PLANS 5. A MINIMUM OF 10 N LEDGER.
CH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LGER. - ALL FRAMING TO BE FASTENED IN CONFORMANCE WITH: G R E D A R
7. PROVIDE(2)13/4•THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL LEDGER
AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL} LEDGER TO BE FASTENED TO BUILDING WITH 7X INCH DI0.BOLTS WTIN WASHER AND NUTS WHERE TABLE R6023(i)-GENERAL \5
& DORMERS RUNNING UP FLOOR RAPIERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SIDE NEEDED' TABLE R60233)-SHEATHING
9. PROVIDE EILOCNINO/BRIDOINO INN F FLLOOROOR JOISTS AT 8'-O'D.C.. USE SOLID BLOCKING IN FLOOR IOI575 �' E.NIC I'
S. CONCRETE PIERS SHALL BE A MINIMUM G'ABOVE GRADE (
WHERE APPLICABLE UNLESS QI NOTED. 7. ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS EACH JOIST SHALL ALSO BE TABLE R802.5(9)-FRAMING-ROOF UNDER ALL BEARING WALL& ANCHORED TO GIRDERS}& COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS ATYPICAL. PER SPEC 1609.L3-20201RC+NYS 2020 SUPPLEMENTAL DESIGN- �O
10.PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS.INSTALL DRAFT BLOCKING AS fU11LDIN0. WIND SPEED IS 130 MPH N Z
iT UNLESS OTHERWISE NOTED ALL ROOFS AND WALLS TO HAVE A MINIMUME THICK,4 D Y FIR COX PLUMBING NOTES
EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOOD TO COVER OVER PLATES AND HEADERS NAILING SCHEDULE �I
12 UNLESS OTHERWISE NOTED USE}'THICK T&G PIS FIR OR ADVANTECH PLYWOOD SUBFLOOR
ADHERED WITH PLA00 ADHESIVE AND SCREWED TO FLOOR JOISTS FINISHED FLOOR TO BE INSTALLED
OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS, L ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED AS PER N.YS RESIDENTIAL ROOF FRAMING:PER 20201RC-CHAPTER 8
1&ALL BATHROOM WALLS TO HAVE T1'THICK MOISTURE41MSTANT SHEETROCK GARAGE WALLS AND CONSTRUCTION CODE WALL FRAMING:PER 20201RC-CHAPTER 6 S
CEILINGS AND OVER FURNACE TO HAVE t THICK TYPE-X SHEE:TROCK.ALL OTHER PARTS OF BUILDING 2 VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL FLOOR FRAMING:PER 20201RC-CHAPTER 6 - T O 4 4 4 S'' Q'
& IF WALL STUDS,PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED ROOF SHEATHING:PER 20201RC-CHAPTER 8 T AO
TO HAVE REGULAR 3"SHEETROCK ALL WALLS TO BE TAPED AND FINISHED. WORK PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTURE VERIFY CEILING SHEATHING:PER 20201RC-CHAPTER 8 O F N��
14. ALL ROOF WITH A PITCH LESS THAN 412 SHALL BE INSTALLED WITH AN ICE&WATER BARRIER OR WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM HOLE SIZE AND WALL SHEATHING:PER 20201RC-CHAPTER 7
APPROVED EQUAL FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM SPACNG PERMIfiID. FLOOR SHEATHING:-PER 020 IR C-CAPPER 8
TORCH DOWN TYPE MATERIAL OVER.
SS ALL SILLSTALLED WITHAFOOD IN MSILLGASKCONTACT WITH AND
TO BE ERMITES SHIELD
TREATED.APPROVSILL ED EQUAL
HVAC NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS
BE INSTALLED WITH A FOAM SILL GASKET AND COPR TEXT TERMITE SHIETD OR APPROVER EQUAL P E R FETTO
ELECTRICAL NOTES L MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SHEATHING LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE
SUM REQUIREMENTS. PANEL EDGES SUPPORTS IN THE PANEL FIELD PROPERTY LOCATION MAP RESIDENCE
L ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.&RESIDENTIAL CONSTRUCTION CODE 2 HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE W PERIMETER 6d COMMON G 8.O.C. Sd COMMON 8 N G 'O.C.
EQUIPMENTSUPPLIER. EDGEZGNE 1840 PARADISE SHORE RD
2. ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. & KVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE
3. ALL ELECTRICAL WORK TO COMPLY WITH 2014 NEC. GENERAL CONTRACTOR AND OWNER FOR FINAL RENEW AND APPROVAL INTERIOR ZONE Bd COMMON G 8°O.C. 84 COMMON G 12.O.C. SOUTHOLD,NY 11971
4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION GABLE ENDWALL RAKE R314 AND R318 OF IRA. AND RAKE TRUSS 8d COMMON G 4°O.C. Bd COMMON G S.O.C. ; - ��" - SCTMN 1000-80-Ol-17.1
�'+ �� f
ENERGY NOTES SOIL NOTES WALL SHEATHING REQUIREMENTS FOR WIND LOADS s" SCALE NTS
1. THIS DESIGN COMPLIES WITH THE 20181RC ENERGY CODE AS A PRESCRIPTIVE DESIGN. NAIL SPACING AT NAIL SPACING AT INTERMEDIATE
L NEW FILLTOBREMOVE OF ADDITIONAL
EEORTUVERIFYE]OSTINGSOILCONDI710NS SHEATHING LOCATION PANELEDGES SUPPORTS IN THE PANEL FIELD DATE 12.OL25
2 THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 20181R0. PRIOR TO FILL REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
2 COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 AND ASTM 4'EDGE ZONE Bd COMMON Q 8'O.C. Bd COMMON O 12'O.C. -
D 1557),COMPACT THE SOIL AT 12•LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY A DRAWN BY: Z.E.N.PROFESSIONAL AGENCY FOR COMPACTION. INTERIOR ZONE Sd COMMON Q G.O.C. Bd COMMON O 12'O.G f
F I R E B LO C K 1 N G NOTES 3. DO NOT BACLFPLL UNTIL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SUBFLOOR,IS COMPLETE
HEADER CHART
FlREBLOCKING REQUIRED-BY CURRENT NYS RESIDENTIAL CODE F`r-; 4 • - -'"r'
FlREBLOCKING SHALL BE PROVIDED TO CHIT OFF AL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND OTHER NOTES
HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN A TOP HEADERS (2)2x6 (2)2.6 (2)2.10 1 (2)2d2
STORY AND THE ROOF SPACE FlREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I 2
THE FOLLOWING LOCATIONS L PROVIDES'TYPE-XSHEETROCK FIRE STOPPING AT IO'-0'MAXIMUM DISTANCES FOR NON SUPPORTING: CAN SPAN: '• `y° -ft.. A GENERAL
L IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE ACCESSIBLE AREAS ' "drr':
CEILING AND FLOOR LEVELS.CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE 2. USE SIMPSON HANGERS AND ANCHORS WITH ZMAX TRIPLE PROTECTIVE COATING FOR CONTACT ROOF ONLY 4'TO 6' 6'TO a, a,TO 10' 10'TO 12" sp,
FlREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET.BATTS OR BLANKETS OF MINERAL OR WITH AC).
GLASS FIBER SHALL BE ALLOWED AS FlREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL 3. INSTALL i-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 1 STORY 4' W TO 6' 6'TO W a.TO 10'
ROWS OF STUDS OR STAGGERED STUDS.
2 AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS 2 STORY - - 4'TO 8' 8'TO A.
OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS
& IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. NOTES: -
ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.&RESIDENTIAL CODE
4. AT THE OPENINGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL, FOR SPANS OVER 4'WIDE,HEADER REQUIRES 2'MIN.SOLID
TO RESIST BEARING AT EACH END DOWN TO FLOOR OR BOTTOM PLATE j F _ ( + AmO 0 1
THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.
S 7f PLYWOOD SPACERS ARE USED FOR 2X MEMBERS TO MATCH 2X4 I�' 2'
RESIDENTIAL CODE NO OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. • OR 2X6 STUD WIDTHS
SITE CALCULATIONS
SITE PLAN DRAWN BASED ON SURVEY BY
ZONING DISTRICT: R-40 KENNETH M.WOYCHUCK LAND SURVEYING, PLLC
LAST DATED 05.25.20
LOT SIZE=10,839.08 SF
LOT COVERAGE:
• LOT COVERAGE ALLOWED=20%OF 10,839 SF=2,167 SF
• EXISTING LOT COVERAGE=1,813 SF+220 SF(POOL)=2,033 SF ZEN DESIGN
• PROPOSED LOT COVERAGE ADDITION=1.34 SF POST OFFICE BOX 88
• CUTCHOGUE,NY 11935
PROPOSED TOTAL LOT COVERAGE=2,167 SF PHONE 831.513.8589
GROSS FLOOR AREA(GFA):
• GFA ALLOWED= LOTS UP TO 20,000 SF THE ALLOWABLE IS
2,100 SF+ 12.5%OF TOTAL EXCEEDING 10,000=2,205 SF
Thaw clam are aepydeded and am to wpyded
pmtactlon m an'ercmucWrai work'underdM S Sea 102 of ma
• EXISTING GFA=t1,400 SF
CoW&Act,17 U-%O.an anmWed DaeemOm d990 and wn kno inarcha.ral euWdw eCepydMPM..UmAd af 1990.Th.
p.t.0 Irrtludaa Out h n.OmOed ro the amaX form u we0
• PROPOSED GFA ADDITION OF SCREEN PORCH = 250 SF mtha.r.nprmwt and compWtIon m.ow.a and tlemmHm
dealer.Und..uch protudw,unauthodred me of those plan;
• PROPOSED TOTAL GFA=t1,650 SF work.„emareproaaaM.m1.9.11yrewklnm.coss.,lanm
ton fteJon.huddlnda beln9.•Ua0and/.m.nmuy
—Pardon to ZEN DESIGN LLC.
NO. ISSUE DATE
01 SDI 11.11.25
02 PERMIT SET 12.0125
N 69 ° 18'40" E 145.25'
o �
■ ¢
I 8 I
D I
-PROPOSED 90 SF ADDITION
_ EXISTING DECK _ .��'.RECC ARC TO
v i STY FRM EIUST PROP. PROPOSED ROOF �(a �( G•N/c'_
I EXISTING DWELLING _______I OVER EXISTING AND V
m OO 3 d]B400M i PROPOSED ADDITION EXISTING �� ?I
SOht22' I
- c POOLcn _ N� t•. Z
EXISTING
I WOOD i7 ` rt�
ODECK 35.0'REAR YARD SETBACK L
39.8'PROPOSED s `�
m 9 04447- O�
44.8'EXISTING T f O F �� y
I ----- ------ ----------- ----
54.3'FXUSTING
i
r
T i �
CN
PERFETTO
D b RESIDENCE
O m 1840 PARADISE SHORE RD
4 ,� ` ■ SOUTHOLD,NY 11971
I DRIVEWAY I O SCTMN1000-80-01-17.1
Z O SCALE:
I
\Y
I I/\ DATE: 12.OL25
��JI 1/
8
DRAWN BY: ZE.N.
N 69 ° 48'40" W 143.84'
SITE PLAN &
ZONING CALCULATIONS
N
SP-100
-now
=0 lip �11
ZEN DESIGN
POST OFFICE BOX 88
CUTCHOGUE,NY J1935
PHONE:631.513.6569
Those pens—wpyrlghgd and an subject to eWdg d
lent—Aloe es m-MlIft-de al wmk•unEaSec.102.1 the
CMdLtt Act.V 11.5.0.as setertded Deaetber d.990 and known
n Archhecturel Wort CcW M Protection Act of 1990.1ho
Protection Iredudn but Is not nettled to the orerell form at won
n the umengeetsnt end composition of spaces and eternal.of
dnlpt.Under such Protecion,ueauthorlmd use of these psne,
work or here.reprsmeed,can f galy mutt In the ca"acn of
construction or bulldbW belna,sled enyer et.nAary
A aetpensaUon tc ZEN OM(IN LLG
A-3100
NO. ISSUE DATE
01 SDI =IL25
1.41-611 02 PERMIT SET 12.OL25
91-6"EXISTING DECK 6-0" PROPOSED NEW SCREENED PANELS.
EXISTING SINGLE FAMILY SEE PAGE A-300 FOR
RESIDENCE- MORE DETAILS
INTERIORS UNCHANGED
I
I
I
I
I
I
I
I
I =
I �
p
R
S.N Rcy�T
'cy0l F�
n
PORCH LIGHTING&FAN I W N 00
SWITCH LOCATION TBD I a
I 0
REPLACE EXISTING i a
HANDRAIL POST WITH NEW SCREEN DOOR s� 044423 0��
COLUMN TO SUPPORT i Z TF OF NV y
NEW ROOF c j
LU
t PERFETTO
� RESIDENCE
1840 PARADISE SHORE RD
t j SOUTHOLD,NY 11971
I SCTM#1000-80-01-17.1
I
I
SCALE: V4"-V-O'
I
Ass
DATE: 12.01.25
DRAWN BY: ZE.N.
24'-1z"
EXISTING BASEMENT PROPOSED
ENTRANCE-UNCHANGED THIS SECTION OF EXISTING
DECK RAILING TO REMAIN SCREEN
EXISTING DECK STAIRS PORCH PLAN
-UNCHANGED
1 PROPOSED SCREEN PORCH PLAN Aml0ml
SCALE:>,/4'•1'-0°
ZEN DESIGN
POST OFFICE BOX 88
CUTCHOGUE,NY 11935
PHONE 631.513.6589
. - These Plans—coPydgMed and as subJeel to wydM
protection as an•anda"lun l wont under Sec I=of me
Copydgrt Act,V WL0.as amended Daewnber 1990 and fa—
as Arc hhectuml Waft Copyright Protection Act of 19W.The
Protection huludos but Is not llmhed to the overall form as wall
as the alangament and cufnpusidon of spaces and element.W
design.Under such Potooll.,unauthwimd use of those pfans,
xwX w some mpnnantad,M legally result In tho cessation W
construction of buildings burnt;sated and/or monetary
wmp—Mon to gn DESIM LLc.
A-300 NO. ISSUE DATE
01 SDI ILLL25
x VERIFY IN FIELD AND 02 PERMITSET 12.Oi25
Z- MATCH NEW ROOF
a, PITCHES TO EXISTING
`C4 X
d W
S �
x a a 6RE� ARC
E.Ni y%
a a Cyo� F�
� X NEW NEW : ' Q Lro
06 W CRICKET. CRICKET
I
sqT 0444 S 40��
_ � OFNE
I - -
W PERFETTO
a a RESIDENCE
0 1840 PARADISE SHORE RD
V C7 q = SOUTHOLD,NY 11971
I— Z Do.d SCTMM1000-80-01-17.1
ate_
N N-
� - SCALE:
W i/ga�1�-0•
)C
DATE 12.01.25
- DRAWN BY: Z.E.N.
PROPOSED ROOF
PLAN
PROPSED ROOF PLAN
A-1102
1
SCALE 1/4•
AN Al
ZEN DESIGN
POST OFFICE BOX 88
CUTCHOGUE,NY 11935
PHONE.631.513.6589
Thee.Pf— wpydgm.d and.m.td.t to c•py I"
ProNc9on m an'architechuel wods°anmr See IM of the—_————
_——_————___ 1 Capydl9lt AR 17 U.S.O.asamended Dac.mOet IM eml Immm
as ArcNtectuml Woes Copyno Protection Act of IM.The
——_—_— —_—— A-300 potectlm Indudm Out Is not Omhed to the ovwa form mwall
m tlm.rr.ng•memt and wmpasltion of spew.and element.of
— ——— —— d.4p.Under writ protection,mouthodmd use of these pl■nq
——— —— or wk of home mprmomed,o.n WWI m Wt le the ceseetlon of
— ———————— mstrucUon a tvdpi ldln Offing selmd and/or monetary
———--———— mrop=4"to 7EN DESIGN LLD.
_ __= EXISTING RIDGEIL NO. ISSUE DATE
- - — —— — —— _—__—_—---- --_——__ --_— --- -- --_----— 01 SDI 1111.25
---_____--_---________—_____—__—__= PROP. RIDGE 02 PERMIT SET 12.0L25
---- -------
-- --- ----------------- ----- ----- ----- +186
----- — --- - — — t tt
------------------- --- ------ -- ---- ----------------------------
--------------------- - ------- - ----- ------- ---- ----------------
--- ------------ - ----- -- --------------------- ---- ---- -- ---------
--=—__---______1�IEWR00_�QVI:REXISTING_—__ - —___--_—
_—__—__—______=__ ==—_—=- EJEPAflDED� CK— —____---______
-- -------- ------- ------- -------- --------------------- --- ----
___ —___- cw
co -H ERE AR
-- —__-- 5� cy
V O� �A
O
N� Z
.(I
T.O. EXIST PROP. DECK s
_ l
OF NEB
PERFETTO
i RESIDENCE
1840 PARADISE SHORE RD
SOUTHOLD,NY 11971
SCTMP 1000-80-01-17.1
SCALE: V4'-1,-O'
DATE: 12.0L25
DRAWN BY: Z.E.N.
THIS SECTION OF EXISTING EXISTING DECK SUPPORTS NEW DECK SUPPORTS.
DECK RAILING TO REMAIN SEE PLANS&SECTIONS
FOR MORE DETAILS SOUTH
1 PARTIAL SOUTH ELEVATION ELEVATION
Am200
ZEN DESIGN
POST OFFICE BOX 88
CUTCHOGUE,NY 11935
PHONE:631.513.6589
VERIFY IN FIELD AND
MATCH NEW ROOF man wane en COPWOded and are subject to copyright
Protection as en"architectural worts under See,W2 of the
CopyngM nct,17 ti8.0.as amended Decemtr r 1M ana(mown
PITCHES TO EXISTING ,,,,ch mlW��,,dCA�ec„onAdofl9ft e
protuton Includes but Is not llmhod to the owmil torn u wen
ea the anengement and campoeltion of spewe end elomerda of
\ deslgn.Under such proeMon,onaumorimd un of these plan.,
wark or home mpresented,un legally result In the Donation of
wnstructlon or bugdings befog.efsed and/or monamry
compensation to ZEN DESIGN LLC.
NO. ISSUE DATE
12
-12
01 SDI 14-11-25
PROP. RIDGE / 8; -,4;.; .-
02 PERMIT SET 12°01.25
+18'-611 ;
Zfl ,lea ARC
60
E.N/C/yo
is c�
N Z
S 0 'j
44A2 OQ
OF N V-
PERFETTO
RESIDENCE
1840 PARADISE SHORE R D
SOUTHOLD,NY 11971
SCTM#1000-80-01-17.1
I� �I
l� �l
li it 1✓4a�1-0D
SCALE
DATE: 11=25
DRAWN BY: Z.E.N.
NEW DECK SUPPORTS.
SEE PLANS&SECTIONS
FOR MORE DETAILS EAST
EAST ELEVATION ELEVATION
1
A-201
1600
I7}gQOOf
I I ZEN DESIGN
POST OFFICE BOX 88
I CUTCHOGUE,NY 11935
PHONE:631.513.6589
SCREEN DETAILS TBD. PENDING PRICING
FROM PORCH LIFE WINDOWS&DOORS
I I Themplena arewpyrigntnaanderenderSto co2ofth
protection es an'erchlteeNral work°under Sac 102 of the
Upyrlylt Act,17 U.S.O,as amended December 1N0 mM known
ea Architectural Works copydprt Protection Act of Im.The
protection Includes but la not Banned to the evomll form as well
as the amngement and composition of spacoa and olements of
design.Under such protsction,unauthorizedse u of than plan.,
work or home mpreaemed,can legally—it In the eossetlon of
constmatfon or buildings being wind and/or monetary
compensedw to ZEN DESIGN LLC.
NO. ISSUE DATE
DETAIL 01 SDI 11.1 .25
02 PERMIT SET 12.OL25
j '3CALE-LLLS.ALE 03 PRICING SET 12.2L25
00 �tg ROOF
NEW ROOF TO MATCH EXISTING ``�16 Rq R®X6oc
ROPOSED T&G WALL&CEILING
(2)2x8 GIRDER —
r
OIL
BOTTOM OF GIRDER —
+12'-53/4" 2 - - - - -
aaoo
0
w �6RED C
E.N/c/
N� Z
+4'-BEXIST PROP. DECK s04442" -AO
of NEB
(3)2x10 GIRDER `
R
r
PERFETTO
RESIDENCE
1840 PARADISE SHORE RD
SOUTHOLD,NY 11971
SCTMN 1000-80-01-17.1
TRIPLE UP EXISTING 2x10 JOISTS AT ENDS
SCALE:
° } DATE: 12.2L25
(3)2x10 GIRDER. _ tt ,'�
HURRICANE STRAP EACH JOIST TO GIRDER. e `' +I', _ DRAWN BY: Z.E.N.
POST TO BEAM BRACKET.
6x6 PRESSURE TREATED POST ON '':� AN 1 2026
6x6 WET ANCHOR BASE(TYP) SECTION
1 i SECTION 12" DIA 36"DEEP FOOTINGS ,, E
SDALE:SJ4•=1-0• 3,000 PSI CONCRETE. (', •-l:�"`;
A-300