HomeMy WebLinkAbout50953-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 #: 50953 Date: 7/16/2024
Permission is hereby granted to:
DeSimone, Scott
41245 Rt 25
Peconic NY 11958
To: legalize "as built" accessory garage as applied for per SCHD approval. Additional
certification may be required.
At premises located at:
41045 Route 25, Peconic
SCTM #473889
Sec/Block/Lot# 86.-1-3.3
Pursuant to application dated 2/20/2024 and approved by the Building Inspector.
To expire on 1/15/2026.
Fees:
CO-ACCESSORY BUILDING $100.00
AS BUILT-ACCESSORY $1,096.00
Total: $1,196.00
Building l � r
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
F
Telephone (631) 765-1802 Fax (631) 765-950211i,ts: vw.sotttloitonio
Date Received
PI,)LJ T
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For office Use Only tL Y Y "
PERMIT NO. Building Inspector:
F E B 2 0 2024. „
Applications and forms must be filled out in their entirety. Incomplete
e ted. Where th
e Ap
plicant is not the owner, _. _ t�
' not be accepted. ,
ap
plications will PP
P
PP '
Owners Authorization form(Page 2)shall be completed. T '°�`i" �'' � i•.A°a•"i
Date:01.15.24
OWNER(S)OF PROPERTY:
Name:Scott Desimone SCTM#1000-86-1-3.3
Project Address:41045 Main Road - Peconic, NY 11958
Phone#:631.365.6122 Email:taxcertesq@optimum.net
Mailing Address:41245 Main Road - Peconic, NY 11958
CONTACT PERSON:
Name:Zackery E. Nicholson, RA
Mailing Address:1250 Evergreen Drive - Cutchogue, NY 11935
Phone#:631.513.6589 Email:ZENicholson.Arch@gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name:Zackery E. Nicholson, RA
Mailing Address:1250 Evergreen Drive - Cutchogue, NY 11935
Phone#:631.513.6589 Email:ZENicholson.Arch@gmail.com
CONTRACTOR INFORMATION:
Name:Doug Burns Contracting
Mailing Address:PO Box 1345 - Cutchogue NY, 11935
Phone#:631.466.1725 Email:Dougburns3@gmail.com
DESCRIPTION OF PROPOSED CONSTRUCTION
*New Structur RAd ition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $TBn
Will the lot be re-graded? RYes liA No Will excess fill be removed from premises? RYes @@,No
1
PROPERTY INFORMATION
rrhousing
g use of property:Single Family Dwelling Intended use of property:Slagle Family Dwelling
r use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes BNo IF YES, PROVIDE A COPY.
Ck BCC AftCI eal� iIllg: Theowner/contractor/desi�professional is responsible for all drainage and storm water Issues as provided by
Z36 of the Town code. APPLICATION I5 HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone
of the Town of Southold,Suffolk.County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings,
,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
ode and regulations and W admit authorbed Inspectors on premLses and to buildings)for necessary btspectlons.False statements made herein are
le as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law.
Application Submitted By(print name):Zackery E. Nicholson, RA ®Authorized Agent Downer
Signature of Applicant: Date: 01.15.24
STATE OF NEW YORK)
SS:
COUNTY OF
ZACG R I, 1"IIC HOUSOi?J being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
V)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.
a 4 4Fk t„JY.rr
Sworn before me this °
day of 20 Y. .
Notary Public
PNMER
." g
(Where the applicant is not the owner)
Scott Desimone 41245 Main Road - Peconic, NY 11958
I, residing at
Zackery E. Nicholson RA
do hereby authorize ' to apply on
my behalf Qto�Town of Southold Building Department for approval as described herein.
01 .15.24
Owner's Zina�
Date
Scott Desine
Print Owner's Name
2
1. SURVEY OBTAINED FROM NATHAN TAFT NIN III LAND SURVEYOR,DATED JUNE 26,2023
2. TOPOGRAPHIC CONTOURS DERIVED FRC JAR DATA OBTAINED FROM USGS,DATED
APRIL 2014.
3. ALL ELEVATIONS ARE IN NAVD88.
4. ALL WATER SERVICE LINES MUST HAVE A MINIMUM OF 4.5'OF COVER.
5. WATER SERVICE LINES MUST BE A MINIMUM OF 10'FROM DRAINAGE STRUCTURES AND
SEWAGE DISPOSAL SYSTEMS.
6. THERE ARE NO WETLANDS WITHIN 300'OF THE SITE.
7. THERE ARE NO WELLS WITHIN 150'OF THE BUILDABLE AREA.
8. THERE ARE NO PROPOSED DRAINAGE STRUCTURES WITHIN 10'OF THE PROPOSED
SANITARY SYSTEM.
9. SANITARY SYSTEM SHALL BE LOCATED A MINIMUM OF 10'AWAY FROM THE RESIDENCE&A
MINIMUM OF 20'FROM THE SWIMMING POOL,
10. ALL PROPOSED PIPING TO BE 4.0 SDR-35,EXCEPT WHERE INDICATED..
11. SANITARY SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL SCDHS
REQUIREMENTS.
12. AREA OF DEVELOPMENT RIGHTS 114TACT SHALL BE CONVERTED TO UNCULTIVATED,
BUILDING AREA AT THE 1 ME OF CONSTRUCTION OF THE SINGLE FAMILY RESIDENCE.A
MINIMUM OF 20,000 SF SHALL REMAIN UNCULTIVATED AT ALL TIMES.
LEGEND ��1%�F
PROPERTY LINE
DEVELOPMENT RIGHTS BOUNDARY LINE
---- -ioo — ---- EXISTING GRADE CONTOURS
EXISTING OVERHEAD ELECTRIC LINE&POLE
e—e PROPOSED BURIED ELECTRIC LINE Unauthodz
to this drawin
-- ---"' - EXISTING WATER MAIN isaviaie
of the New Y
—W—"' PROPOSED WATER SERVICE&METER
— `' a-- - - EXISTING GAS MAIN
5
c—c 4 —
PROPOSED GAS LINE 3 -
PROPOSED SANITARY LINE 2 REVISED PROPERTY Bt
1 REVISED PER SCDHS C
TEST HOLE m
SANITARY SYSTEM CALCULATIONS
e
SINGLE FAMILY DWELLING MAIN ROAD (S.R.
SIX(6)BEDROOM=4 BEDROOM SINGLE FAMILY DWELLING, POOL HOUSE,&GARAGE PECONIC, NY 119
1/A OWTS DESIGN (TOWN OF SOUTE
REQUIRED: SIX(6)BEDROOMS=660 GALLON SYSTEM Project
PROPOSED: ONE(1)FUJI CLEAN UNIT,MODEL CENT(700 GPD)
SANITARY LEACHING FIELD DESIGN
REQUIRED: 400 S> SFC I EWALL AREA SAM
PROPOSED: NEW LEACHING POOLS
10'DIA.LEACHING POOL HAS 31.4 SF PER LF
400 SF/31.4 SF/LF=12.7 LF REQUIRED
PROVIDE: TWO(2)10'DIA.BY 7'EFF.DEPTH LEACHING POOL
7-1 1 0QO-86-1-;
Design Professional's Certification Required. coonly Tax M
1
[ Submit P.E. or R.A. Certification For I
The Installation and Construction of the Sewage Disposal System
Use Form WWM-073
OE
pow SITE
Ram
—I
F�UP7ERMIT
COUNTY DEPAPTMENT CIF HEALTH SERVICES
FOR APPROVAL OF CONSTRUCTION FOR A
SINGLE F;@,MILY RESI®ENCE AND
C-1
A GARAGE AND POOL HOUSE ' °a"A"`
1
®ATE 12n123 0. R-23-1291 Sheet a
APPROVE®
TJM;
TOTAL MAXIMUM BEDROOMS 6 Proje—cl f
EXPIRES THREE YEARS FROM DATE OF APPROVAL
i ir
i
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CONSTRUCTION NOTES WIND FRAMING NOTES PLAN CONTENTS 0 EXTERIOR DOOR SCHEDULE 16
OCCUPANCY CLASSIFICATION RESIDENTIAL ED# TYPE UN/TSIZE(MH) R.O.(WxH) MATERIAL NOTES ' 4' 7r
1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN 1. RIDGE-TO-RAFTER ASSEMBLY. FIRSTFLOOR Adllmmw
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 d�8
11 SWING 3'-0"x 6',S" 3'-2"x 6'101/2" VER/FYW/1}l MFR. \ZAt2=r
FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK TABLE 3.4.WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 10d COMMON BUILDING HEIGHT RIDGE=t22.0'ABOVE AVERAGE GRADE 12 GARAGE 8-0"x70' VERIFY WITH MFA VERIFY WITH MFR.
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
CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, NUMBER OF NAILS IN THE STRAP.
13 GARAGE 8'-0"x7 0" VERIFYWITT/MFR. VER/fYW/THMFR.
STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. 2. RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA CODE:2020 RESIDENTIAL CODE&2020 NYS ENERGY CODE 14 GARAGE 8' "x7-0" VERIFY WITHMFR. VERIFY WITH MFR.
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
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 FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES ZE N DESIGN
MEETS CURRENT FEDERAL,STATE,COUNTY AND LOCAL CODES,ORDINANCES AND REGULATIONS, ETC. STUDS BELOW,RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE 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 EXT.BALCONIES 60
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 1250 EVERGREEN DRIVE
4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS.(DO NOT SCALE DRAWINGS) CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. ATTICS W/O STORAGE 10 0 INTERIOR DOOR SCHEDULE CUTCHOGUE NY 11935
5. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO 3. WALL-TO-WALL ASSEMBLY: ATTICS W/STORAGE 20 '
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 SIZE PHONE: 631.513.6589
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 ROOMS(OTHER THAN SLEEPING) 40 ID# TYPE UNITSIZE(WxH) R.O.(WxH) MATERIAL NOTES
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(SLEEPING) 30 FIRSTFLOOR
A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. STAIRS 40 11 SWING 2-0"xs8" 2 s"xs sos�2^ SOLID-PA✓NTGRADE
6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. 4. WALL ASSEMBLY TO FOUNDATION: GUARDRAILS(ANY 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.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN EXPOSURE CATEGORY DESIGN FOR CAT.C
8. THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS CONCRETE FOUNDATION AND SLAB-ON-GRADE,15 INCHES IN MASONRY BLOCK FOUNDATIONS,OR These plans are copyrighted and are subject to copyright
BOOKCASES,SHELVING, PANTRY,CLOSETS,TRIMS, ETC. LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b.WHEN STEEL STRAPS protection as an"architectural work"under Sec.102 of the
9. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. ARE LAPPED UNDER THE BOTTOM PLATE,3 INCH SQUARE WASHERS SHALL BE USED WITH THE LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE Copyright Act,17 U.S.O.as amended December 1990 and known
ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE (ROOF-FOUNDATION) AND GENERAL NOTES O WINDOW SCHEDULE as Architectural Works Copyright Protection Act of 1990.The
protection includes but is not limited to the overall form as well
3.2a.IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES FROM SIZE as the arrangement and composition of spaces and elements of
FOUNDATION NOTES THE END OF A SILL PLATE AND ALL CORNERS. NAILING SCHEDULE SEE GENERAL NOTE PAGE W# TYPE SILL HTA.S.F. UNITS/ZE(WxN) R.O.(WxH) NOTES design.Under such protection,unauthorized use of these plans,
5. TYPE I EXTERIOR SHEARWALL CONNECTIONS: FIRSTFLOOR work or home represented,can legally result in the cessation of
TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF is INCH WOOD STRUCTURAL PANEL ON THE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE construction or buildings being seized and/or monetary
1. THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS, ELEVATIONS, DETAILS AND NOTES TO EXTERIOR ATTACHED WITH 8d COMMON NAILS AT 6"O.C.A THE PANEL EDGES AND 12 O.C.IN THE 11 AWNING 3' 3'-0'x3'-0" TBD compensation to ZEN DESIGN LLC.
DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE. FIELD,AND 2 INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT 12 AWNING 3 6' 3'-0"x3-0" TBD
2. ALL FOOTINGS TO REST ON UNDISTURBED(VIRGIN)SOIL. 7"O.C.PANEL EDGES AND 10"O.C. IN THE FIELD SHALL BE IN ACCORDANCE WITH THE LENGTH FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 13 AWNING 3'-0• 3-0'x3'-0" TBD
(SMOKE&CO2 DETECTORS) CARBON MONOXIDE ALARMS TO COMPLY WITH R315 IRC.
3. PROVIDE 2"EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR REQUIREMENTS SPECIFIED IN TABLE 3.15a-b. 14 AWNING 36" 3=o"x3'-0" TBD
MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS: 15 AWNING 3'6' 3'-0"x3 0' TBD ND• 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 3.15a-b TIMES THE ENERGY CALCULATIONS 2020 IECC 16 DOUBLEHUNG 3'-9' 2-0'x3 0' TBD
INSTALLED WITH#5 RE-BAR, 18"LONG AT 12"O.C. USE APPROVED EPDXY FOR INSTALLATION. APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16.
5. UNLESS OTHERWISE:NOTED,ALL SLABS ON GRADE TO BE 4000 PSI.CONCRETE TO BE POURED ON 4" 7. INTERIOR SHEARWALL CONNECTIONS: 01 SCHEMATIC DESIGN i 06.04.23
SECOND FLOOR THICK SAND OR GRAVEL FILL WITH 6x6 WIRE MESH REINFORCING. INTERIOR SLABS TO BE MINIMUM 4" ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE 21 DOUBLEHUNG 2-0" 3-0"x4�2" TBD 02 SCHEMATIC DESIGN 11 06.25.23
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 03 DESIGN DEVELOPMENT 1 07.08.23
6. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 18"x24"ACCESS OPENING.INSTALL ONE 8x16 ACCORDANCE WITH 2.4.4.2 AND 2.2.4 RESPECTIVELY. 22 DOUBLEHUNG 2' ' 3-0"x4'2' TBD 04 STRUCTURAL REVIEW 08.19.23
CAST IRON FOUNDATION VENT FOR EVERY 150 SQ/FT OF AREA. 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: FRAMING AND FASTENER INFORMATION 23 DOUBLEHUNG 2-0' 3-0"x4=2" TBD 05 HEALTH DEPT SUBMISSION 09.25.23
7. DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT N.Y.S. HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN 24 DOUBLEHUNG 34' 3-0'x4=2' TBD EGRESS WINDOW 06 SITE PLAN 11.27.23
RESIDENTIAL CONSTRUCTION CODE.A 6-MIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE ACCORDANCE WITH TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE 25 DOUBLEHUNG 2-0' 3-0"x4t2' TBD
BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING. WITH TABLE 3.5. MARK LOCATION SIMPSON TIE# INSTALL NOTES 26 DOUBLEHUNG 2-0" 3-0"x4t2• TBD 07 PERMIT SET 12.05.23
S. DRAINAGE AS REQUIRED BY CURRENT N.Y.S. RESIDENTIAL CONSTRUCTION CODE. 9. CATHEDRAL CEILING ASSEMBLY: 08 REV 1 01.10.24
27 DOUBLEHUNG 2-0" 3-0"x4'2" TBD
WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE 1 ROOF RIDGE LSTA/15 EVERY RAFT 20 GA-1 i" 09 REV 2 02.13.24
NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO 4 x 15 28 DOUBLEHUNG 3 4" 3-0"x4 2• TBD
EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTIONS TO THE
FRAMING NOTES RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS. 2 RAFTER/WALL LSTA/16 EVERY RAFT 12 GA-11"x 16 NOTE: *ALL UNIT SIZES ARE FINISHED OPENING SIZES.CONTRACTOR TO VERIFY WINDOW JAMB DIMENSIONS W.ROUGH OPENINGS.
*ALL GLAZING SHALL MEET WIND BORNE DEBRIS REQUIREMENTS PER THE BUILDING CODE OF NYS.
*EGRESS OPENING MIN.5.7 SQ FT-MAX.44'SILL-AFF
1. ALL FRAMING TECHINIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND 3 WALL/WALL LSTA/21 EVERY STUD 20 GA-14"x 21
ADDITION WOOD FRAMING CONSTRUCTION MANUAL. DECK & COVERED PORCH NOTES 4 WALL/BASE PL RSP4-B+M EVERY STUD 1"
2. UNLESS OTHERWISE-NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2+BTR. 20 GA-2 2 x 4
DOUGLAS FIR.
3. FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16"O.C.UNLESS OTHER WISE NOTED. 5 BASE PL/FOUND 21-0 ANCHORS 4'-0"O.C. ADD AS NEEDED
4. UNLESS OTHERWISE-NOTED,ALL BEARING WALL HEADERS TO BE(2)2x10#2+BTR.DOUG.FIR. 1. UNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL TO BE#1 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. ALL TIES TO BE SIMPSON STRONG TIES OR EQUIVALENT HEADER CHART
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 -
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 - ALL FRAMING TO BE FASTENED IN CONFORMANCE WITH:
OPENINGS BETWEEN 4'-1"AND 6'-0"AND 2x6 WALL OPENINGS BETWEEN 5'-11"AND 8'-9".PROVIDE CONCRETE WITH A MINIMUM 2 INCH DIA x 7"LONG ANCHOR BOLTS AND WASHERS AND NUTS. IRC CODE-2020 HEADERS (2)2x6 (2)2x8 (2)2x10 (2)2x12
FIRE STOP AND BLOCKING WHERE APPLICABLE. 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12x12x12 THICK CONCRETE FOOTING.USE TABLE R602.3(1)-GENERAL
5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND A MINIMUM 2 DIA x 8"LONG ANCHOR BOLT WITH WASHERS AND NUTS.FOOTINGS SHALL BE 3 FT. TABLE R602.3(3)-SHEATHING SUPPORTING: CAN SPAN:
ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. BELOW GRADE. PORCHES WITH COVERED ROOFS SHALL HAVE 12"DIA CONCRETE PIERS FOR THE TABLE R802.5(9)-FRAMING-ROOF
6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER GIRDERS. ROOF ONLY 4'TO 6' W TO 8' 8'TO 10' 10,TO 12'
BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD . DECK JOISTS TO HAVE BLOCKING AT 8'-0"O.C. PER SPEC 1609.1.1-2020 IRC+NYS 2020 SUPPLEMENTAL DESIGN-
CAPACITY UNLESS NOTED ON PLANS. 4 4. A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER. WIND SPEED IS 130 MPH 1 STORY 4' 4'TO 6' 6'TO 8' 8'TO 10'
7. PROVIDE(2)1-3/4"THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL LEDGER TO BE FASTENED TO BUILDING WITH 1 INCH DIA.BOLTS WITH WASHER AND NUTS WHERE 2 STORY - - 4'TO 6' 6'TO 8'
NEEDED.
AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). s
S. DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SIDE NAILING SCHEDULE
6. CONCRETE PIERS SHALL BE A MINIMUM 6"ABOVE GRADE.
WHERE APPLICABLE UNLESS OTHERWISE NOTED. 7. ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS.EACH JOIST SHALL ALSO BE NOTES: E RCy�
9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0"O.C..USE SOLID BLOCKING IN FLOOR JOISTS • FOR SPANS OVER 4'WIDE,HEADER REQUIRES 2" MIN.SOLID \�� RE A
ANCHORED TO GIRDER(S). (� �( E.N/C
UNDER ALL BEARING WALLS. ROOF FRAMING:PER 2020 IRC-CHAPTER 8 BEARING AT EACH END DOWN TO FLOOR OR BOTTOM PLATE. h'O F
8. COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS A TYPICAL Q ��- ��
10. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS.INSTALL DRAFT BLOCKING AS BUILDING. WALL FRAMING:PER 2020 IRC-CHAPTER 6 2"PLYWOOD SPACERS ARE USED FOR 2X MEMBERS TO MATCH 2X4
NEEDED. FLOOR FRAMING: PER 20201RC-CHAPTER 5 OR 2X6 STUD WIDTHS. N� Z
11. UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM 2"THICK,4 PLY FIR CDX ROOF SHEATHING:PER 2020 IRC-CHAPTER 8
EXTERIOR SHEATHING GRADE PLYWOOD. PLYWOOD TO COVER OVER PLATES AND HEADERS. PLUMBING NOTES CEILING SHEATHING: PER 2020 IRC-CHAPTER 8
WALL SHEATHING: PER 2020 IRC-CHAPTER 7
12. UNLESS OTHERWISE NOTED USE 4"THICK T&G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR
ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED FLOOR SHEATHING: PER 2020 IRC-CHAPTER 5 s �-
o a4a2''
OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. 1. ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S. RESIDENTIAL
13. ALL BATHROOM WALLS TO HAVE 1"THICK MOISTURE-RESISTANT SHEETROCK.GARAGE WALLS AND CONSTRUCTION CODE. �Tf of IV E`I1
s 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL.
CEILINGS AND OVER FURNACE TO HAVE "THICK TYPE-X SHEETROCK.ALL OTHER PARTS OF BUILDING 3. IF WALL STUDS,PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED
TO HAVE REGULAR 2"SHEETROCK.ALL WALLS TO BE TAPED AND FINISHED. WORK, PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTURE.VERIFY
14. ALL ROOF WITH A PITCH LESS THAN 4:12 SHALL BE INSTALLED WITH AN ICE&WATER BARRIER OR WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM HOLE SIZE AND GARAGE
APPROVED EQUAL. FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM SPACING PERMITTED. ROOF SHEATHING REQUIREMENTS FOR WIND LOADS
TORCH DOWN TYPE MATERIAL OVER.
15. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.SILL PLATES TO VAC NOTES NAIL SPACING AT NAIL SPACING AT INTERMEDIATE ROOF n 417HRUROOF
BE INSTALLED WITH A FOAM SILL GASKET AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL. SHEATHING LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD
i
4'PERIMETER 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. D ES I M 0 N E
ELECTRICAL NOTES EDGE ZONE
1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND
SAFETY REQUIREMENTS. INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. RESIDENCE
2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE GABLE ENDWALL RAKE
1. ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE. EQUIPMENT SUPPLIER. AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C.
2. ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE 41045 ROUTE 25
3. ALL ELECTRICAL WORK TO COMPLY WITH 2O14 NEC. GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. WALL SHEATHING REQUIREMENTS FOR WIND LOADS PECONIC, NY 11958
4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION
R314 AND R315 OF IRC.
NAIL SPACING AT NAIL SPACING AT INTERMEDIATE S.C.T.M. 1000 •�. 86 •.. 1 ... 3.3
ENERGY NOTES SOIL NOTES SHEATHING LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD
4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SECOND FLOOR
SCALE: 1/4" = 1'-0"
1. THIS DESIGN COMPLIES WITH THE 2018 IRC ENERGY CODE AS A PRESCRIPTIVE DESIGN. 1. NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C.
2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2018 IRC. 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 DATE: 02.13.24
D 1557).COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY A
PROFESSIONAL AGENCY FOR COMPACTION. BATH
FIREBLOCKING NOTES 3. DO NOT BACKFILL UNTIL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SUBFLOOR,IS COMPLETE. i--___ , DRAWN BY: Z.E.N.
i
FIREBLOCKING REQUIRED-BY CURRENT NYS RESIDENTIAL CODE
21/2 v s i/2 v
FIREBLOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND OTHER NOTES
HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN A TOP
[AV �
STORY AND THE ROOF SPACE.FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I
THE FOLLOWING LOCATIONS. 1. PROVIDE g"TYPE-X SHEETROCK FIRE STOPPING AT 10'-0"MAXIMUM DISTANCES FOR NON WC GARAGE
i. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES,AT THE ACCESSIBLE AREAS. 1STFLOOR
CEILING AND FLOOR LEVELS.CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE 2. USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPLE PROTECTIVE COATING FOR CONTACT
FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET. BATTS OR BLANKETS OF MINERAL OR WITH ACQ. 2' 2'
GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL 3. INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. GENERAL NOTES
ROWS OF STUDS OR STAGGERED STUDS.
C.O.
2. AT ALL INTERCON14ECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS CLIMATIC & GEOGRAPHIC DESIGN CRITERIA TO APPROVED SANITARY
OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS
DISPOSAL SYSTEM
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN.
ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE. GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
4. AT THE OPENINGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 1 GARAGE RISER DIAGRAM
THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11" NONE -
RESIDENTIAL CODIE. To HEAVY MODERATE
SQUAREFOOTAGES STORAMMi TER RETENTIO yl CALCULATIONS
FLOOR C0AD1T101'ED SPACE MCOADITIONED SPACE UNCOVERED DECKS 3 SEASON PORCH GARAGE USE AJATERIAL AREA(SF.)X R✓4'OFFCOEF=EQLfC!DRAIV DES!GNX DESIG.".l RAINFALL=DESIGN VOL.(C.F.)
BASEVENT - 1463SQ'FT ROOFING ASPHALT 2330 S.F.X 1.0 X 0.33 =769 TOTAL AREA 1 C.F.STORAGE REQUIRED =635 USE 8'DIA DRY"WELL RINGS TOTALING
FIPSTFLOOR 1678SQ./FT 689SQ/FT 344SQ/FT 1120SQ/FT (NIAIN HOUSE) SHINGLES& STORAGE CAPACITY OF S'DIA.RING =42.24 18'IN DEPTH
EPDNI
SECO:DFLOOR 1413SQIFT 344SQ/fT 532SQ/FT AREA 1 V.F.OF STORAGE REQUIRED =18.2 V.F.
TOTAL 30315Q'FT 1362SQIF7- 7855Q/FT - 1,432SQ.IFT
g
ROOFING 1225 S.F.X 1.0 X 0.33 =404 TOTAL AREA 1 C.F.STORAGE REQUIRED =404 USE 8'DIA DRYWELL RINGS TOTALING
(GARAGE) STORAGE CAPACITY OF 8'DIA.RING =42.24 10'IN DEPTH
AREA 1 V.F.OF STORAGE REQUIRED =9.56 V.F.
ZEN DESIGN
1250 EVERGREEN DRIVE
CUTCHOGUE, NY 11935
PHONE: 631.513.6589
S 33037'50" E 742.60'
N0. ISSUE DATE
0
N 01 SCHEMATIC DESIGN 1 06.04.23
02 SCHEMATIC DESIGN II 06.25.23
03 DESIGN DEVELOPMENT 1 07.08.23
04 STRUCTURAL REVIEW 08.19.23
202'-81' ___ _ ___ 05 HEALTH DEPT SUBMISSION 09.25.23
06 SITE PLAN 11.27.23
07
PROPOSED 2 O8 PERMIT SET REV 1 01.10.24 12.05.23
sroRv GARAGE 1120 SF 09 REV 2 02.13.24
O
G7
1
i
S.C.T.N'; #`1000-86-1-3.3 S.C.T.M #1000-86-1-3.1
1
41-011 O
�i
SEPTIC EXIT POINT Lo
(V
I i
PROPOSED PROPOSED 2 ; EXISTING 2 STORY
ELECTRIC LINE IN
250'-7" - — --- 3 SEASON STORYADDITION ; FRAP<,w ►,.." ui.0-
PORCH 619 SF i MOVED TO NEW
234'-7" - 344 SF LOCATION MUM —-- 210'-0"
ADJACENT LOT
- ' 1059 SF
SEPTIC EXIT POINT -�
-- - - - � ,?ED ARC
GAS LINE IN �� ��.( E.N/c/yo`
_ = TOWN WATER LINE IN o N� z
PROPOSED DECK—/
669 SQ/FT cl
00 _ ,G
0 C)Lo
00 s T 0444? yDQ�
cD OF N E`t'1
L,7
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(� N 33°31'20"W 996.72'
I
i
DESIMONE
S 33°31'20" E 976.19' --* RESIDENCE
f=-
41045 ROUTE 25
PECONIC, NY 11958
S.C.T.M. # 1000 — 86 — I - 3.3
SCALE: 1" = 150'-0"
DATE: 02.13.24
DRAWN BY: Z.E.N.
SITE PLAN
N
I
40'-0"
LEGEND
EXISTI"rc STUD t^'ALL
xx
- - - - - - - - - - - - - - - - - - - - - - - - - - - h'ELySTUDW'ALLS
1--1 NEW DOOR EXIST. DOOR
I — } L I NE COkla KALLS
IF- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I
ZEN DESIGN
2x6 TREATED PLATES W/2"DIA.X
18" LONG ANCHOR BOLTS @ 30"O.C. 1250 EVERGREEN DRIVE
MIN.ON GALV.TERMITE SHIELD.
I I I I 2x6 EXTERIOR WALLS. CUTCHOGUE, NY 11935
-3"SHEATWNG. PHONE: 631.513.6589
I -___- J I I SIDING AS SELECTED BY CLIENT.
i I I I
FURR OUT BATHROOM WALLS
I I I I AROUND FOUNDATION
I I I I 4"CONC.SLAB OVER.6 MIL POLY VAPOR
I I I I ------------------------- -------------------- --- �, These plans are copyrighted
BARRIER OVER 6 COMPACTED SAND&GRAVEL o py'ghted and are subject to copyright
BASE. PITCH!"/FT TOWARDS GARAGE DOOMS. Protection as an"architectural work"under Sec.102 of the
Copyright Act,17 U.S.O.as amended December 1990 and known
iv I I 'z0" I I as Architectural Works Copyright Protection Act of 1990.The
NI I I I ! protection includes but is not limited to the overall form as well
I 1 as the arrangement and composition of spaces and elements of
design.Under such protection,unauthorized use of these plans,
I I I I work or home represented,can legally result in the cessation of
o I I SLAB ON GRADE I I \ P g Y
construction or buildings being seized and/or monetary
N I I I I compensation to ZEN DESIGN LLC.
I I I LLJ \ DROPPED FOOTING AT GARAGE DOOR
ir
I I I I a
I I I I W PITCH DRIVEWAY AWAY FROM NO. ISSUE DATE
I a GARAGE D0072 OPENING
THICKEN SLAB UNDER INTERIOR WALLS a
> 01 SCHEMATIC DESIGN 1 06.04.23
i I I I Q 02 SCHEMATIC DESIGN II 06.25.23
0 8"POURED CONCRETE FOUNDATION
03 DESIGN DEVELOPMENT i 07.08.23
I I I I LL WALL NJ/iff 4 REE3AR 24"O.C.BOTH 04 STRUCTURAL REVIEW 08.19.23
I I I I WRECTIONS 05 HEALTH DEPT SUBMISSION 09.25.23
1 I I i I
06 SITE PLAN 11.27.23
8"x16 CONCRETE FOOTING-CO..TIN000S W1 07 PERMIT SET 12.05.23
\ 7 M
�* (2)#`4 REBARS.4000 PSI CONCRETE. 08 REV 1 01.10.24
I I I I 09 REV 2 02.13.24
I I I I �7
�� 1 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -
:�, I k
I
5'-8" 8'-8" 11-4" 8'-8" 1'-4" 8'-8" 5'-8"
GARAGE FOUNDATION PLAN! � -OUNDATION DETAIL � FOUNDATION'! DETAIL
L K j
SCALE:I-T O' J
\� SCALE:
5
A-203
40'-0"
10'-0" 9.0'-0" 10'-0" 10'-0" O\�'� S.Nic
1 1 1
O n
---------- _
O o o Wii el-2 W13 W21 W22 N123 scIIa
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OF NV-
BATH F EB
Vi6
11311
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DESIMONE
D�
RESIDENCE
w 41045 ROUTE 25
— — �� --� r----� r----� STORAGE ti cr (3 a ti
i i i i 3 91 LVL GIRDER i i W
o - — ( ) z o - a o PECONIC NY 11958
-100
Eo o - e-. - - - - - - - - - - - - - -
0 - - J Olt
L----J L----J I W cl la- ci
N —__� o x � C14 S.C.T.M. # 1000 86 1 - 3.3
N N
— a I SCALE: 1/4" = 1'-0"
w15 DATE: 02.13.24
I
I DRAWN BY: Z.E.N.
I I I I I
UP
I 8'-0"x 7'-0" I I 8'-0"x 7'-0" I I 81-0"x 7'-0" I 39.3'x 0.8=31.5'= MAX DO€ ,"ER(S)LENGTH
VERHEAD DOO I I OVERHEAD DOOR I I OVERHEAD DOOR I I 28'-8"COR".?LIES
ED11 I I I I I I I
N GARAGE PLANS
I I I I I
� I I I I I I Vl'27 W26 W25
ED12 ED13 ED14 � i
1_
L r I
6'-0" 81_011 2'-0" 8'-0" 1 2'-0" 1 8'-0" 1 6'-0" 39-411
t'9 - ----
GARAGE GROU ND FLOOR PLAN" GARAGE SECOND FLOOR PLAN''
2 3
ZEN DESIGN
1250 EVERGREEN DRIVE
CUTCHOGUE, NY 11935
PHONE: 631.513.6589
Li
------------------------------ ----------------------------------------------------------------—------- -
-------------------------------------------------------- -
--------------------------------
These plans are copyrighted and are subject to copyright
protection as an"architectural work"under Sec.J 02 of the
Copyright Act,17 U.S.O.as amended December 1990 and known
i \ i \ i �
® ® ® ® ® ® ffl
® ®FM as Architectural Works Copyright Protection Act of 1990.The
\ \ \ ® ® protection includes but is not limited to the overall form as well
as the arrangement and composition of spaces and elements of
design.Under such protection,unauthorized use of these plans,
work or home represented,can legally result in the cessation of
construction or buildings being seized and/or monetary
ED12 ED13 ED14
compensation to ZEN DESIGN LLC.
---------------------------------------------------------------------------------------------------- ----------- NO. ISSUE DATE
01 SCHEMATIC DESIGN 1 06.04.23
NIORTI°I ELEVATION GARAGE SO�1TH ELEVATI®P� 3 02 SCHEMATIC DESIGN II 06.25.23
0__��ARAGE
03 DESIGN DEVELOPMENT 1 07.08.23
A- 005 04 STRUCTURAL REVIEW 08.19.23
05 HEALTH DEPT SUBMISSION 09.25.23
06 SITE PLAN 11.27.23
07 PERMIT SET 12.05.23
08 REV 1 01.10.24
09 REV 2 02.13.24
4 2
i
12
12 4 I 6.,p C 10
�_•
I � I
Off' j
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o
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LL DESIMONE
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RES
IDENCE
GARAGE
41045 ROUTE 25
+i PECONIC, NY 11958
S.C.T.M. # 1000 86 1 3.3
SCALE: 1/4" = 1'-0"
I
ED11 DATE: 02.13.24
I
I
----------------------------------------------------------------- 5'-0"\\`. - — g� -/FT SLAB PITCH DRAWN BY: Z.E.N.
. .
GARAGE ELEVATIONS
kIIA
/k I
co I
SECTION
28'-O"
-------------------------------------------------------------------------
GARAGE I
EAST ELEVATION 5 GARAGE SECTiOI� �;