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HomeMy WebLinkAbout51147-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#: 51147 Date: 09/04/2024 Permission is hereby granted to: Andrew Attaway 33595 Route 25 Cutchogue, NY To: construct alterations to existing single-family dwelling as applied for. Premises Located at: 33595 Route 25, Cutchogue, NY 11935 SCTM#97.4-23.3 Pursuant to application dated 07/16/2024 and approved by the Building Inspector.. To expire on 03/06/2026. Contractors: Required Inspections: Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $629.50 CO-ALTERATION TO DWELLING $100.00 L_Total S729.50 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.soutlioldtownny. o' .Nut Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D �� v `1 PERMIT NO. Building Inspector. U) Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUILDING DEPT. Owners Authorization form(Page 2)shall be completed. TOMN fF SOLITHOI Date:07.08.24 OWNER(S)OF PROPERTY: Name:Zackery scTM#Zo)0-97-1-23.3 Project Address:33595 Main Road - Cutchogue, NY 11935 Phone#:937.542.9200 Email: Mailing Address:33595 Main Road - Cutchogue, NY 11935 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@gmaiI.com CONTRACTOR INFORMATION: Name:TBD Mailing Address:: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: E Other Interior Renovations $200,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? ❑Yes ®No IF YES, PROVIDE A COPY. lig Check Box After Reading. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in buildings)for necessary Inspections.False statements made herein are punishable as h Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law. Application Submitted By(print name):Zackery E. Nicholson, RA il Authorized Agent Downer Signature of Applicant: Date: 07.16.24 CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No. 01BU6185050 Qualified in Suffolk County SS: Commission Expires April 14,2-C�,� 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 CAIP (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 (,4' flay of ! .20 Notary Public PROPERTY OWNER ( THORI I (Where the applicant is not the owner) I Andrew Attaway residing at 33595 Main Road - Cutchogue, NY 11935 do hereby authorize Zackery E. Nicholson to apply on my behalf to the T wn of Southold Building Department for approval as described herein. 07.07.24 Z4Owner's Signature Date Andrew Attaway Print Owner's Name 2 - _� 3, 3 CONSTRUCTION NOTES WIND FRAMING NOTES PLAN CONTENTS 10 EXTERIOR DOOR SCHEDULE SIZE ED# TYPE UNITSIZE(WxH) R.O.(WxHJ MATERIAL NOTES 1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN 1 RIDGE-TO-RAFTER ASSEMBLY: OCCUPANCY CLASSIFICATION RESIDENTIAL FIRSTFLOOR 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 EXISTING RIDGE=UNCHANGED D11 SWING 3'0'x6'8' VIF VINYL CLADW/GLASS 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 D12 FRENCH 6'-0°x618" KF VINYL CLAD W/GLASS 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. D13 SWING 2'6'x6'.6" WF VINYL CLAD W/GLASS STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. 2. RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA CODE:2020 RESIDENTIAL CODE&2020 NYS ENERGY CODE D14 OX 6'0'x6 8' VIF VINYL CLAD W/GLASS ZEN DESIGN 2. ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2020 NYSRC. 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 1250 EVERGREEN DRIVE 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 CUTCHOG UE, NY 11935 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 PHONE: 631.513.6589 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 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS.(DO NOT SCALE DRAWINGS) CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. ATTICS W/O STORAGE 10 FO INTERIOR DOOR SCHEDULE 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 S1ZE 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 /D# 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 BASEMENT A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. STAIRS 40 /001 SWING 2 8'x68' SOLID-PAINT GRADE 6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. 4. WALL ASSEMBLY TO FOUNDATION: GUARDRAILS ANY DIRECTION 200 These plans are copyrighted and are subject to copyright 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 ( ) ID02 SWING 4'x68' SOLID-PAINTGRADE protection as an"architectural work"under r 199 02 of the 2 OR EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. WITH UPLIFT CONNECTORS.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN ID03 SWING 'd'x68" SOLID-PA/NTGRADE Copyright Act.l7 U.S.O.as amended December 990 and known EXPOSURE CATEGORY DESIGN FOR CAT.C /D04 SWING 2'0'x6;B" SOLID as Architectural Works Copyright Protection Act of 1990.The 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 protection Includes but is not limited to the overall form as well BOOKCASES,SHELVING, PANTRY,CLOSETS,TRIMS, ETC. LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b.WHEN STEEL STRAPS /005 SWING 24'x6'8" SOLID-PAINTGRADE as the arrangement and composition of spaces and elements of 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 ID06 SWING 2'8'x64' SOLID-PAINT GRADE design.Under such protection,unauthorized use of these plans, ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE (ROOF-FOUNDATION) AND GENERAL NOTES ID07 SWING 2'-0"x6'8' SOLID-PAINTGRADE work or home represented,can legally result in the cessation of 3.2a. IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES FROM /DOB SWING 2 8"xs'8" SOLID-PA/NTGRADE construction or buildings being seized and/or monetary THE END OF A SILL PLATE AND ALL CORNERS. NAILING SCHEDULE SEE GENERAL NOTE PAGE compensation to ZEN DESIGN LLC. FOUNDATION NOTES 5. TYPE I EXTERIOR SHEARWALL CONNECTIONS: 1D09 SWING 2'6'x 6'.8" SOLID-PAINT GRADE TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF�INCH WOOD STRUCTURAL PANEL ON THE FIRSTFLOOR s EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 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 1020 SWING 2'6'x6 8" SOLID-PAINTGRADE DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE. FIELD,AND J INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT 1011 POCKET 2'6"x6',8" SOLID-FAINT GRADE 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 COMPLY WITH 72 AND NYS R314. 1D12 POCKET 2'6"x6'8" SOLID-FAINT GRADE 3. PROVIDED"EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR REQUIREMENTS SPECIFIED IN TABLE 3.15a-b. (SMOKE&CO2 DETECTORS) CARBON MONOXIDE ALARMS TO COMPLY WITH R315. ID13 SWING 2 6"x68" SOLID-PAINTGRADE MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS: 1D14 SWING 2'6'x68" SOLID-PAINTGRADE 4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE TYPE II EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES THE ENERGY CALCULATIONS 2020 IECC /D15 SWING 2'6°x68" SOLID-PAINT GRADE INSTALLED WITH#5 RE-BAR, 18"LONG AT 12"O.C. USE APPROVED EPDXY FOR INSTALLATION. APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16. 1D16 SWING 3'0'x68' SOLID-PAINTGRADE NO. ISSUE DATE 5. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PSI.CONCRETE TO BE POURED ON 4" 7. INTERIOR SHEARWALL CONNECTIONS: 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 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 01 SCHEMATIC DESIGN 1 06.12.24 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. CAST IRON FOUNDATION VENT FOR EVERY 150 SQ/FT OF AREA. 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: FRAMING AND FASTENER INFORMATION 02 PERMIT SET 07.08.24 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 RESIDENTIAL CONSTRUCTION CODE.A&MIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE ACCORDANCE WITH TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING. WITH TABLE 3.5. MARK LOCATION SIMPSON TIE# INSTALL NOTES O WINDOW SCHEDULE 8. DRAINAGE AS REQUIRED BY CURRENT N.Y.S.RESIDENTIAL CONSTRUCTION CODE. 9. CATHEDRAL CEILING ASSEMBLY: SIZE WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE 1 ROOF RIDGE LSTA 15 EVERY RAFT l" NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO / 20 GA-14 x 15 W# TYPE SILL HTA.F.F. UNITSIZE(WxH) R.O.(WxH) NOTES F RAM n/® 1 N G NOTES EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTIONS TO THE BASEMENT /`''��V� RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS. 2 RAFTER/WALL LSTA/16 EVERY RAFT 12 GA-14"x 16 01 DOUBLEHUNG 36" 3'o'x5''0' EGRESS WINDOW 3 WALL/WALL LSTA/21 EVERY STUD 20 GA-14"x 21 FlRSTFLOOR I. ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND 11 DOUBLEHUNG 2'3" 2'10"x4'20" ADDITION WOOD FRAMING CONSTRUCTION MANUAL. DECK & COVERED PORCH NOTES 4 WALL/BASE PL RSP4-B+M EVERY STUD J" � 12 (2)DOUBLEHUNG 2'-3" 2'-4"x4'10" 2. UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2+BTR. 20 GA-2 x 4 DOUGLAS FIR. 13 (3)DOUBLEHUNG 2'3" 3 6'x4'10" 3. FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16"O.C.UNLESS OTHER WISE NOTED. 5 BASE PL/FOUND I#�"0 ANCHORS 4'-0"O.C. ADD AS NEEDED 14 (2)DOUSLEHUNG 2'3" 2'-4'x3'4" 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. 15 DOUSLEHUNG 3'-7" 2V0'x3''4' 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. 16 DOUBLEHUNG 3'-7' 2'10"x3'-4' 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 - ALL TIES TO BE OBEFA SIMPSON STRONG TIES OR EQUIVALENT 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: 17 SINGLEHUNG 2'3" 3'0'x '1o' OPENINGS BETWEEN 4'-1"AND 6'-0"AND 2x6 WALL OPENINGS BETWEEN 5'-11"AND 8'-9".PROVIDE CONCRETE WITH A MINIMUM 1 INCH DIA x 7" LONG ANCHOR BOLTS AND WASHERS AND NUTS. IRC CODE-2020 18 FIXED 0'-0" 3'o"xs'�" 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 19 FIXED 01-0" 3'-0"x6 8" 5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND A MINIMUM�DIA x 8"LONG ANCHOR BOLT WITH WASHERS AND NUTS.FOOTINGS SHALL BE 3 FT. TABLE R602.3(3)-SHEATHING 110 DOUBLEHUNG 2'3" 2'to"x4'Io" 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 111 DOUBLEHUNG 2'3" 2't0'x4't0" 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER GIRDERS. 112 (2)DOUBLEHUNG 2'3" 24-x4'10' BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD 4. DECK JOISTS TO HAVE BLOCKING AT 8'-0"O.C. PER SPEC 1609.1.1-2020 IRC+NYS 2020 SUPPLEMENTAL DESIGN- 113 DOUSLEHUNG 2'3" 2'10'x4'10" CAPACITY UNLESS NOTED ON PLANS. WIND SPEED IS 130 MPH 7. PROVIDE(2)1-3/4"THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL 5. A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER. AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). LEDGER TO BE FASTENED TO BUILDING WITH 2 INCH DIA.BOLTS WITH WASHER AND NUTS WHERE SECOND FLOOR 8. DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SIDE NEEDED. NAILING SCHEDULE 21 DOUSLEHUNG 2'-7" 2'1o'x4''0" 6. CONCRETE PIERS SHALL BE A MINIMUM 6"ABOVE GRADE. WHERE APPLICABLE UNLESS OTHERWISE NOTED. 22 DOUBLEHUNG 2'-7" 2V0'x4'0' 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0"O.C.. USE SOLID BLOCKING IN FLOOR JOISTS 7. ALL TO SUPPORTED WITH HANGERS AND ANCHOR BOLTS. EACH JOIST SHALL ALSO BE ANCHORED TO GIRDER(S). 23 DOUBLEHUNG 2'-7" 2'10'x4'•0' UNDER ALL BEARING WALLS. ROOF FRAMING:PER 2020 NYSRC-CHAPTER 8 24 DOUBLEHUNG 3'-4" 2 8'x3'10' 8. COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS A TYPICAL 10. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. INSTALL DRAFT BLOCKING AS WALL FRAMING:PER 2020 NYSRC-CHAPTER 6 BUILDING. 25 DOUBLEHUNG 2'-7" 2'-10'x4'•0" Ep ARC NEEDED. FLOOR FRAMING: PER 2020 NYSRC-CHAPTER 5 11. UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM 2"THICK,4 PLY FIR CDX ROOF SHEATHING: PER 2020 NYSRC-CHAPTER 8 �`' E.N/c y�r EXTERIOR SHEATHING GRADE PLYWOOD. PLYWOOD TO COVER OVER PLATES AND HEADERS. L U M B 1 N G NOTES CEILING SHEATHING: PER 2020 NYSRC-CHAPTER 8 NOTE: *CONTRACTOR TO VERIFY WINDOW JAMB DIMENSIONS&W.ROUGH OPENINGS. ��/� ���� y0� WALL SHEATHING: PER 2020 NYSRC-CHAPTER 7 *ALL GLAZING SHALL MEET WIND BORNE DEBRIS REQUIREMENTS PER THE BUILDING CODE OF NYS. V r 12. UNLESS OTHERWISE NOTED USE 4"THICK T&G PTS FIR OR ADVANTECH PLYWOOD SU13FLOOR *EGRESS WINDOW TO MEET NYS REQUIREMENTS: ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED FLOOR SHEATHING: PER 2020 NYSRC-CHAPTER 5 MIN.CLEAR OPENING AREA OF 5.7SQ/FT N� �Z 1. ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL MIN.CLEAR OPENING WIDTH OF 20' OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. MIN.CLEAR OPENING HEIGHT OF 24" 13. ALL BATHROOM WALLS TO HAVE 1"THICK MOISTURE-RESISTANT SHEETROCK.GARAGE WALLS AND CONSTRUCTION CODE. MAX.SILL HEIGHT OF 44"AFF 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL. CEILINGS AND OVER FURNACE TO HAVE 8"THICK TYPE-X SHEETROCK.ALL OTHER PARTS OF BUILDING 3. IF WALL STUDS, PLATES OR JOISTS ARE CUTOUT DURING INSTALLATION FOR ANY PLUMBING RELATED sT oa 4 a23 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 qlF OF N�",N �O 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 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 HVAC NOTES NAIL SPACING AT NAIL SPACING AT INTERMEDIATE 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 4' PERIMETER 84 COMMON @ 6"O.C. 8d COMMON @ 6"O.C. HEADER CHART ELECTRICAL NOTES EDGE ZONE L 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. HEADERS 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE GABLE ENDWALL RAKE (2)2x6 (2)2x8 (2)2x10 (2)2x12 ATTAWAY 1. ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE. 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. EQUIPMENT SUPPLIER. AND RAKE TRUSS SUPPORTING: CAN SPAN: 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 RESIDENCE 3. ALL ELECTRICAL WORK TO COMPLY WITH 2O20 NYSRC. GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. WALL SHEATHING REQUIREMENTS FOR WIND LOADS ROOF ONLY 4'TO 6' 6'TO 8' 8'TO 10' 10'TO 12' 4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION R314 AND R315 OF 2020 NYSRC. 1 STORY 4' 4'TO 6' 6'TO 8' 8'TO 10' 33595 MAIN RD SHEATHING LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE CUTCHOGE, NY 11935 ENERGY NOTES SOIL NOTES PANEL EDGES SUPPORTS IN THE PANEL FIELD 2 STORY - - 4'TO 6' 6'TO 8' 4' EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTES: S.C.T.M. # 1000 966 ~ 100 - 23003 1. THIS DESIGN COMPLIES WITH THE 2020 NYS ENERGY CODE AS A PRESCRIPTIVE DESIGN. L 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. • FOR SPANS OVER 4'WIDE, HEADER REQUIRES 2"MIN.SOLID 2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2020 NYSRC. PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. BEARING AT EACH END DOWN TO FLOOR OR BOTTOM PLATE. SCALE: 111 �� _ 2. COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 AND ASTM 1/4 1-0 D 1557).COMPACT THE SOIL AT 12" LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY A O PLYWOOD SPACERS ARE USED FOR 2X MEMBERS TO MATCH 2X4 PROFESSIONAL AGENCY FOR COMPACTION. OR 2X6 STUD WIDTHS. FIREBLOCKING NOTES 3. DO NOT BACKFILL UNTIL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SUBFLOOR,IS COMPLETE. DATE: 07.08.24 FIREBLOCKING REQUIRED-BY CURRENT NYS RESIDENTIAL CODE OTHER NOTES FIREBLOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND DRAWN BY: Z.E.N. HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN A TOP STORY AND THE ROOF SPACE.FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION THE FOLLOWING LOCATIONS. I- PROVIDE 8"TYPE-X SHEETROCK FIRE STOPPING AT 10'-0"MAXIMUM DISTANCES FOR NON 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE ACCESSIBLE AREAS. 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. 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. 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS CLIMATIC & GEOGRAPHIC DESIGN CRITERIA OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS 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 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 FLOOD HAZARDS 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 SLIGHTTO 11° NONE - RESIDENTIAL CODE. TO HEAVY MODERATE Awn SYC"SOL LEGEND CUT EXISTING FOUNDATION WALL REMOVE FLOOR JOISTS AS FOR NEW EGRESS WINDOW WELL REQUIRED TO P,1AKE WAY FOR NEW STAIRCASE Sh1 SMOKE/CO2 DETECTOR ® P STRUCTURAL POST 5'-5" 3'-G" ZEN DESIGN ----��- 1250 EVERGREEN DRIVE NEW DOOR EXISTING DOOR I I CUTCHOGUE, NY 11935 PHONE: 631.513.6589 I I x o I I s 1 I BOILER t,'ALL TYPE LEGEND I I � a I 1 C pN j j E r These plans are copyrighted and are subject to copyright I I protection as an"architectural work"under Sec.102 of the DEA70 WALL i i Copyright Act,17 U.S.O.as amended December 1990 and known '------------- I I as Architectural Works Copyright Protection Act of 1990.The protection Includes but Is not limited to the overall form as well EXIST.FDU','DATfOPY L",'ALL L-------J as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, EXISTI';G STUD WALLSI I work or home represented,can legally result in the cessation of 1 ► o construction or buildings being seized and/or monetary SOP I_ol r II _EXISTING(3)2x1O _I �01_ _ _ _ LAP 1 compensation to ZEN DESIGN LLC. NElYSTUD WALLS I I I I GIRDER I I I , SLAB ON DEA1O FIRST R%10 RISERS AS REQUIRED. \� GRADE REMAINING STEPS TO BE RET17ZED IN PLACE. CUT SLAB FOR NEW PLU ":BING AND SUN1P PUMP v N0. ISSUE DATE \ I i ao o (D CRAWL �• ; i o SPACE 01 SCHEMATIC DESIGN 1 06.12.24 } L---------- 1.I - � 02 PERMIT SET 07.08.24 ------------J I I 1 I I 1 L_----J 1 II 11 UP ERBD ARCy/r C. N/c,S'o DEN NQ Z BEDR00".1 4�s FBEDROON11 DEh1O BATH ❑ ------------,r===---R------------ AS SHOD"!N ------------- ---== ----------- �� 044a23 0Q� TF OF N Ir\1'K' y I I 1 r------- �, l i\\ I r ►I CL i L———————————————— r \\ I '----- I I I I �i/ \ / �\\ I r----------------L �----- I �// \� BATF•I'?OOI"y1 ____—___— � I ,- ATTAWAY CL ; ; \` 1 I\----------� , RESIDENCE LT ------____—, 'J L------J L------------ EXISTING STAIRS TO REP,IAIN ----- �'c BE RETIRED IN PLACE. ------ '-� r------J -----------------' �\LJ / ----------- AS ; 33595 MAIN RD DEh1O LOAD BEARING WALL ; ; GAR`.GE CUTCHOGE, NY 11935 SHOWN.SHORE AS REQUIRED CL I FOR NEW GIRDER INSTALLATION.___ S.C.T.M. # 1000 966 - 100 - 23003 J, SCALE: 1/4" = 1'-0" I _ a LIVING ROW-4 i 0 KITCHEN if DATE: 07.08.24 I it lTII 1 I I W 11 I I I r---- 1 1 I I DEMO DRAWN BY: Z.E.N. I I I KITCHEN AS ____--SHOWN _ I /, \ I D I --J �--- � I 1 I I --- :-- II L_JL_J ----- 11 C7UC7 - BASEMENT & 0 0 UP FIRST FLOOR UP DEMO PLAN 0 5' 25 50' SY47BOL LEGEND ...... SM Sr,,.IOKE/CO2 DETECTOR 4 ® FP] STRUCTURAL POST ZEN DESIGN 1250 EVERGREEN DRIVE NEW DOOR EXISTING DOOR CUTCHOGUE, NY 11935 PHONE: 631.513.6589 VIALL TYPE LEGEND These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the -------------- DEP,!0 WALL Copyright Act,17 U.S.O.as amended December 1990 and known -------------- as Architectural Works Copyright Protection Act of 1990.The protection Includes but Is not limited to the overall form as well EXIST.FOUIMATION IVALL EGRESS WINDOW TO N11,EET N(S REQUIREMENTS: as the arrangement and COMPOSItlDn of spaces and elements of *NIIN. CLEAR OPENING AREA OF 5.7 SQ/FT design.Under such protection,unauthorized use of these plans, EXISTING STUD WALLS *N11N. CLEAR OPENING WIDTH OF 20" work or home represented,can legally result In the cessation of *NIIN.CLEAR OPENING HEIGHT OF 24" construction or buildings being seized and/or monetary *NIAX.SILL HEIGHT OF 44,"AFF compensation to ZEN DESIGN LLC. NEW S TUD VM L LS UP MECHANICAL NO. ISSUE DATE ROOM de 01 SCHEMATIC DESIGN 1 06.12.24 46 -_-- ��: 02 PERMIT SET 07.08.24 3 03 PERMIT SET- REV 1 08.12.24 o C d 04 PERMIT SET- REV 2 09.03.24 0 = -------- 0i 0 CLOSET 4:Z -J U. X -——————-- EXISTING (3)2x10—0 GIRDER SLAB ON GRADE 0 d I BASENIIENT C5 CHASE 1-UNFINISHED) 0 -- (P 00 -J T-1 1J- ce� DD02 0 2 1 CRAWL X I SPACE su -p - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -PURAn L ATTAWAY RESIDENCE 33595 MAIN RD CUTCHOGE, NY11935 S.C.T.M. # 1000 - 966 - 100 - 23003 SCALE: 1/411 = 11-011 DATE: 09.03.24 DRAWN BY: Z.E.N. BASEMENT FLOOR PLAN 0 51 25' 501 A NOTES: SYPr130L LEGEND 1. THIS PROJECT DOES NOT CHANGE THE DIMENSIONS OF THE STRUCTURE. 2. 3. THIS PROJECT DOES NOT CHANGE THE CURRENT DRAINAGE AREA. � 4. NEW HEADER-VERSALAM LVL-2.1E3100-3 @ 14"x 117"(NAIL 16D-2 ROWS @ 12"O.C.) INSTALL NEW(2)2x4 POSTS AT ENDS. POSTS TO CEAR SM Sr"OKE/CO2 DETECTOR ON EXISTING BASEMENT GIRDER. 5. PROJECT SCOPE TO INCLUDE REPLACING WINDOWS&RESIDING. ® 0 STRUCTURAL POST ZEN DESIGN 1250 EVERGREEN DRIVE NEW DOOR EXISTING DOOR CUTCHOGUE, NY 11935 PHONE: 631.513.6589 111ALL TYPE LEGEND These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the ---------- DElI'0 U!'ALL Copyright Act,17 U.S.O.as amended December 1990 and known -------------- as Architectural Works Copyright Protection Act of 1990.The UP protection includes but Is not limited to the overall form as well EXIST.FOUNDATION WALL 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 EXISTIl1'a STUD t^>'ALLS construction or buildings being seized and/or monetary compensation to ZEN DESIGN LLC. n`E"d$TUD t4�ALL$ 1'.'113 W112 Di4 Li UP —NEW WINDOa^•IS (1 PRIRIARY (2)2x6 HEADERS BATH J111 - NO. ISSUE DATE ��o W19 D12 Wig 01 SCHEMATIC DESIGN 1 06.12.24 1Y11 �- O O PR11.%1ARY p -BEDROW11 02 PERMIT SET 07.08.24 O NEW DOOR 03 PERMIT SET- REV 1 08.12.24 TILE FLOOR OVER (2)2x8 HEADER (; EXISTING GARAGE SLAB 04 PERMIT SET- REV 2 09.03.24 DINING f, TJ, -;r v110 SUN ROOM OID12 PRIMARY - BATH Dti __ sr1 � ID13 ,�--------------- ?tAd-G#fZ9ER.--------------- P BATHROQM ----- -- - _ STORAGE ID16 i NEW DOOR (2)2x6 HEADER ------------------------------- , /=:§Lwj D 2x10 FLOOR'JOISTS evil LIVING ROOK" C' 16"O.C. D11 ID15 n^UDROOM/LAUNDRY KITCHEN r ,, _ srrl LOW PANTRY STORAGE O O UP r � BENCH WRH COAT HOOKS o o �'�?15 PLANTER BOX VJ16 � W13 W14 ' W17 ❑ A ❑ UP NEW WOOD FLOOR IN STORAGE —NEW WINDOW A'ID LAUNDRY R00".1-FLUSH WITH (2)2x6 HEADER EXISTING FIRST FLOOR MAIN HOUSE ROOF 4"THRU ROOF n 4"THRU ROOF 4"TYRU ROOF n II II ' I 211 12V EXISTING BATH ATi'AWAY RESIDENCE i I 1112V ; 112V 33595 MAIN RD I = CUTCHOGE, NY 11935 I ; LAV ; 'W� S.C.T.M. # 1000 966 100 23003 SECOND FLOOR SHWR i 2y SCALE: 1/4 i I NEW BATH DATE: 09.03.24 EXISTING AITCHEN ; ------ - -- ---- -- _ --- - --—_ NEW ' NEW LAUNDRY 111112 A N BY: Z.E.N. 1112 V ------ '11/2 V 1112V j 1112V 1112V 1 I.V2V 1112V ! BATH I LAV I LAV LAV i LAV I ?W.C. ' FIRST FLOOR 'SHWR 11/7-ZfD,W. j SHWR 0'W 2" 2" 2" 2" 2" 2" 2" 2" FIRST C° ' FLOOR PLAN 3" 4" 11/2 V 11/2 V Y TO APPROVED SANITARY LAV DISPOSAL SYSTEM W,C BASEMENT SHIVR 2" 2" 2" EJECTOR C.O. PUMP 3" 0 5' 25' 50' SYPm"BOL LEGErdD SPr'I SMOKE/CO2 DETECTOR 4ro 7� 1 ® © STRUCTURAL POST ZEN DESIGN NEW R EXISTING DOOR 1250 EVERGREEN DRIVE CUTCHOGUE, NY 11935 PHONE: 631.513.6589 NlALL TYPE LEGEND These plans are copyrighted and are subject to copyright DEVO WALL protection as an"architectural work"under Sec.102 of the Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.The EXIST.FOUNDATION 11VALL protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of xrrNc STUD w.AL.Ls 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 NEVISTUD WALLS compensation to ZEN DESIGN LLC. r- - - - - - - - - - - ------ - -- =- -- - - I I - I 1V25 W24 W23 { I - I ( I O I NO. ISSUE DATE I BATHR00't'! 01 SCHEMATIC DESIGN 1 06.12.24 (UNCHANGED) Eao' I I 02 PERMIT SET 07.08.24 i BED.'200 SM DN �S�1 BEDn001!9 (UNCHANGED) - UNCHANGED ,srrR I w2i _ I f � STORAGE I (UNCHANGED) I F-c-L-1 CL - I I _ I _ f - I - - - - - - - - - -- - - o �A N z S>T 04442�' 40 F OF NEB ATTAWAY RESIDENCE 33595 MAIN RD CUTCHOGE, NY 11935 S.C.T.M. # 1000 966 -- 100 — 23003 SCALE: 1/4" = 1'-0" DATE: 07.08.24 DRAWN BY: Z.E.N. SECOND FLOOR PLAN (UNCHANGED) 0 5' 25' 50' : .