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HomeMy WebLinkAbout51290-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#: 51290 Date: 10/17/2024 Permission is hereby granted to: Patrick Devlin Jr 28 Harbor Hills Dr Port Washington, NY 11050 To: Legalize "as built"alterations and construct new additions and alterations to an existing single-family dwelling to include an outdoor shower as applied for. Premises Located at: 3250 Pine Neck Rd, Southold, NY 11971 SCTM# 70.-12-1 Pursuant to application dated 08/07/2024 and approved by the Building Inspector. To expire on 10/17/2026. Contractors: Required Inspections: Fees: As Built Alteration $193.00 Single Family Dwelling- Addition&Alteration $933.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $1,226.00 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 htl s://www.sotitholdto�wntiy.gov Date Received APPLICA n0N FOR BUILDING A DFor Office Use Only PERMIT NO. 51 2q D Building inspector. J 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. Owner's Authorization form(Page 2)shall be completed. TOWN.)F SOUTHOT Date:08.05.24 OWNER(S)OF PROPERTY: Name:Patrick& Allison DeMftbVVIO SCTM#1000-70-12-1 Project Address:45 - Southold, NY 11971 3260 f k(Nt NC& VLd tgosJ4+6kd Phone#:516.474.7030 1 Email:azaccherio@yahoo.com Mailing Address:45 Parkway - Southold, NY 11971 CONTACT PERSON: Name:Zackery E. Nicholson, RA Mailing Address:1250 Evergreen Drive - Cutchogue, NY 11935 i 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:Ken Robins Custom Renovations, LLC Mailing Address:365 Pequash Ave - Cutchogue, NY 11935 Phone#:631.484.8931 IH11:__champxterraCq-)yahoo.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ligAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Partial As Bui@ Application 300,000 Will the lot be re-graded? ❑Yes IN No Will excess fill be removed from premises? WYes El No 1 , PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated; Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑ 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 building(s)for necessary Inspections.False statements made herein are punishable 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 WAuthorizedd Agent ❑owner Ab + Signature of Applicant: Date: • +fie CONNIE D.B UN New York r Pu blic, b I is St ate to STATE OF NEW YORK) Notary No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission ExpiresApril 14,2da 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 day of 9—i `l 20 r""D Ids Notary Public P110 PIl lER% L)"TIHORII ll l' (Where the applicant is not the owner C/C /�r�`,f �2 3250 PINE NECK ROAD-SOUTHOLD, NY 11971 I, residing at �N do hereby authorize U"C '1 y �V /C fof d'un� to apply on my behalf a Town old Building Department for approval as described herein. 07.13.24 Owne s S'i nature Date Print Owner's Name 2 Generated by EScheck-Web Software Compliance Cleftificate Project Delvin Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) � Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 45 Parkway Zackery Nicholson Southold, New York 11971 ZEN Design 1250 Evergreen Drive Cutchogue, New York 11935 631.513.6589 ZENicholson.Arch@gmaiI.com Compliance: 18.2%Better Than Code Maximum ILIA: 132 Your 1 108 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. S aib-noon grenade tradeoff's are irva)to nger co nma'ideired in the UA or performance corrnp haamnce Ipath iirn IC ESchim:.m.k, h aadlii Naalb•on-giraade aaaraa.irribIly hr°o the specified a:.flrna to zoi ne irrnaaabl.inu.et the irm"ain"iurrmu rn eneirgy code liriisul al:loin R maalhje and depth ma:qu fireir nee nts. Envelope Assemblies Prop.Gross Area Cavity Cont. Req. Prop. Assembly or Perimeter Ceiling: Flat Ceiling or Scissor Truss 669 38.0 0.0 0.030 0.026 20 17 North Wall: Wood Frame, 16"cl 56 21.0 0.0 0.057 0.060 3 3 East Wall:Wood Frame, 16"o.c. 320 21.0 0.0 0.057 0.060 12 13 Door 14: Solid Door(under 50%glazing) 20 0.190 0.320 4 6 Door:Glass Door(over 50%glazing) 80 0.190 0.320 15 26 SHGC:0.30 Window*15:Vinyl Frame 6 0.190 0.320 1 2 SHGC:0.30 Window*16:Vinyl Frame 4 0.190 0.320 1 1 SHGC: 0.30 South Wall: Wood Frame, 16" D.C. 220 21.0 0.0 0.057 0.060 13 13 Project Title: Delvin Report date: 10/15/24 Data filename: Page 1 of 2 b. N Prop.Gross Area Cavity Cont. Prop. Perimeter West Wall:Wood Frame, 16"o.c. 304 21.0 0.0 0.057 0.060 16 16 Window*12:Vinyl Frame 6 0.190 0.320 1 2 SHGC: 0.30 Window#13:Vinyl Frame 12 0.190 0.320 2 4 SHGC: 0.30 Window#14:Vinyl Frame 12 0.190 0.320 2 4 SHGC: 0.30 Floor:All-Wood joist/Truss 540 30.0 0.0 0.033 0.047 18 25 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application..The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandato requirements listed in the REScheck Inspection Checklist. Zacke E. Nicholson, RA 10.15.24 Name-Title Signature Date SD Ape Ir Oz 04441 0� c Project Title: Delvin Report date: 10/15/24 Data filename: Page 2 of 2 ---- ZONING DISTRICT R-40 NO I, THIS LICENSED 5 AN ARCHITECTS SITE PLAN♦IS GT TO VERIFICATION BY A EN THE INFORMATION TON SURVEY TE_ �„ „"'.;' I r�? �i/,'r lj ,! / ii' / r r / ✓i da° ! r G.uv�'� ""N' ..-.u....d._.,......... ,.,...,m. .._....._....,... AARR MATE TT5 BEST OF KNOWLPDBE.. T 15 %LOT 2.SURVEY INFORMATION WAS OBTAINED DESCRIPTION(FOOTPRINT) AREA THE lul, GOVERASE FROM A SURVEY DATED NOV,12,Iggl AND F�J,iill r^� a r"a" r 5 �k?GY�RT�' /%r / /c �>Irl f; ��� v;,✓ I PREPARED BY: Ix/ r ,.. TOTAL LOT AREA 16551.65,F. hi LEE LUTZ SURVEYOR P,G O r;) ! ; / /// ,�, ; w / % t/ / � EXISTING STORY HOUSE 1455.0 S.F.. 8.6% TE 4 J /! u r 4(�/ I 4 -- ROCKY POINT N II•4- II t H ; TELEPHONE:(s1v)ia4-2Ds5 iR.. ,r I �t' �j fill I TOTAL AREA OF ALL STRUCTURES 1455.0 SP, ✓ /J %r E l/ �' Amy ..MAXIMUM LOT COVERA5E ALLOWED-20% r r .......................... ..^ 140 0, Q r 91 N f rl �� r,� f '(i/ ii1/ lr I. FLOOD MAP DATA: „ I 5 MAP D TE.Oq 25/2 � MAP DATE:Oq/25/200q 1y� % ! FLOOD ZONE.x " l��f sA7 N /1 I / '(/ 2.SURFACE WATERS OR WETLANDS ARE NOT ° I � LocArm wlmwlN soD'of THE PROPERTY, 1 5.ELEVATIONS REFERENCE NAVO IgBB / _ 1 : d w�+�%+'mm'c• w~e nr»..A.. / �/ dV 9! L r`� y'' ,r «/ � 4,OF VII IBL PROPERTY ATED WWII EIN 150' j °.« 1 LOCATION MAP................._... .. �_ S .._..., — Ia GNRwA� �4D E _i SCALE:N1T5 4"w0" 1 MAP OF SOUTHWOOD .... ......., LOT 33 MAP NO 214I FILED NOV 24 Il 11r r I P 1 a r vd m _ 1 1 , I � , THE FOLLOWINS L0T5 WITHIN ISO'OF PROPERTY 1 1 O UTILIZE PUBLIC WATER AS PER 56WA: SCTM:I000 TO-6-Iq SCTM u1000-TO-6-20 EXIST,. 5GTM•I000-TO-I2-2 PA•44(A' SGTM MI000-70-12-6 LP.X2 E 5CTM 01000-70-12-T SGTM#I000-70-12-35 TA YAPS �. -T 1 SGTM k1000O-12-5g 1 _ CLEANOUT DETAIL OR AR AS NOT SUBJECT TO VEHICULAR TRAE EXYST III AL VIEWS.ALTEPNATE A is T gg_RFJ' ORBEIIDS 1lTERNA E-B"IS FOR USE WININ BLDG.ErBSBIII/CCNNECTON aVKW T LP,PII — CLEAN OUT DETAIL ► 1 SCALE:NTS Y1 V I ........ ....... ... .. rn 1 Ta G o ....... .W M 2 m r Z EXHL'r7:• GOING. SEPTIC TANK(I) 1 11;T Z COD r.ALT. W r+ B 64.7MP�ry I. MINIMUM SEPTIC CAPACITY FOR A 5 BEDROOM HOUSE 15 Ip00 GALLONS w/21 GP..LIQUID AREA 5EYTI0 TANK 9u 1 (U EXIST.51l TANK PROVIDES 1000 GAL..CAPACITY rn 4 y I OR 5 MIN. I ANGE BETVMN THE SEPTIC,TAN:AND 19JILDING WITH CELLARIBASFMENT 15 MAINTAINED, �1C 1 FRAME HOUSE mSANCE IF EUILDING UPON A SLAB. Ty 2 WA 10'MIN DIBT .—........—........ EXISTING I STORY - LEACHING POOLS(2) p A }'T (5 BEDROOM) 1 I, LEACHING SYSTEM FOR A 5 BEDROOM RESIDENCE SHALL PROVIDE BOO FT2 SIDE-HALL AREA I 1 (2)EXIST.WO x 6'ACTIVE DEPTH)LEACHING POOLS PROVIDES 400 FT2 51DE44ALL AREA 4$7 I � 22 3kA" 4 3.. AN 6'MIN.DISTANCE M .—. MAINTAINED. 9.4' R 4 -............ .. MAINTAINED. 2 A 10'MIN DISTANCE BED l� POOLSL5 WATER LINE ITAS�mmmmm�m ��LLu 4¢ G Ph5 FRONT YARD ..._ �S ........ dA d'T,T° 3 1 ( "I"F1ARY)SETBACK 4."V'' Ea'9rPl '%'Ab`" .. ......- ,„,,.„.414���... '""..,. OY-C'iFL'4L9'. GONG. _...._m � GILI6N � CONC.PAT&O DRIVEWAY _1 1 EXI9TEIN6 SEPTICNEN CORN A CORNER"B' TANK 41.0' EX15TINS LEACHINS POOL•1 5q.01PROJEM 43.0' 1 EXISTING LEACHING POOL 02�� ZACC \ X 1 SE EXIST 9 ......•.�..^•••••••••)`\ WATER o KWAY R=2s J METERy 45 PAR ..� L-5434' ND6'45'SG•B HTI,FrT° 1' y I 20 4P C P A R K W A Y rY �u &CAWYINC�Tf4L GRAPHIC 50ALE SITE PLAN S 1 TE PLAN EXISTING SEPTI ... . . ......... ..... ____.�...... .. SCALE:I^=I0'-0° NOTES -- 5UFFOLK COUNTY HEALTH DEPARTMENT APPROVAL H.S. REFERENCE NO.: R-22-1543 PANNE: Al S H.S. R.Ea:rNe �"� -a ��. . The existing sanitary system has been certified as able y licensed design professional. ��a;T�sass/z2 Based an the infortin tiara subtrfatted., It has been determined that this This approval makes no representation on the pxiijl doles not requim additional sewage,disl al Or Watersupply part of the: Department its to the integrity of the facilities. existing sanitary system, ( " Total Maximum Bedral 3 L13123 OF Date Office of Wastewater Managernew, B,P# 9 D Assc�p,,5 CONSTRUCTION NOTES WIND FRAMING NOTES PLAN CONTENTS s EXTERIOR DOOR SCHEDULE SIZE 1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN 1. RIDGE-TO-RAFTER ASSEMBLY: OCCUPANCY CLASSIFICATION RESIDENTIAL ED# TYPE VNIT SIZE(WxH) R.O.(WxH) MATERIAL NOTES F/RSTFLOOR 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 ±15'ABOVE AVERAGE GRADE 11 OVERHEAD 10-0•x8 ^ VIF VERIFYWITHCLIENT VERIFYSIZEWITHCCIENT '-0 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 PROPOSED RIDGE_±17'ABOVE AVERAGE GRADE 11 SWING 3"OX810 vrF VERIFY WITH CLIENT 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. DESIGN CRITERIA CODE:2020 RESIDENTIAL CODE&2020 NYS ENERGY CODE 13 OXXO 3-0'x6'8' VIF VERIFY WITH CLIENT STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. 2. RAFTER-TO-WALL ASSEMBLY: 14 SWING 3'0'x6;8' VIF VERIFY W1THCLIENT 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 ZEN 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 INTERIOR DOOR SCHEDULE CUTCHOGUE, NY 11935 07 5. THE DESIGNER HAS NOT SEEN 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.E 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 I UNIT SIZE(WxH) R.O.(WxN) 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 RRSTFLOOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. STAIRS 40 ID11 SWING 26'x6;8' 28'x6V0V2' SOLID-PAINTGRADE 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 /D12 SWING 2 'x6,8^ 2,8'x6 • SOLID-PAINTGRADE V OR EXCEEDS MANUFACTUIRE'S SPECIFICATIONS AND APPLICATION CODES. WITH UPLIFT CONNECTORS.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN /013 SWING 2'6�'xs',8' 2 8•xs 0112o1�2• SOLID-PAINTGRADE EXPOSURE CATEGORY DESIGN FOR CAT.C ID14 SWING 26'x6,8• 2,8'x6V0V2' SOLID-PAINTGRADE These plans are copyrighted 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 py ghted 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 1015 SWING 2-0"x6;8' 2'-2'x6V0V2" SOLID-PAINTGRADE VER/FYSTYLECC/ENT 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 ID16 SWING 2'-0'x68' 2'2'x6V0V2' SOLID-PAINTGRADE Copyright tectAct, ra U.S.O.as amended December 1990 and known ROOF-FOUNDATION as Architectural Works Copyright Protection Act of 1990.The ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE ( ) AND GENERAL NOTES ID17 SWING 2'6'x6',8' 2'8'x6V0V2" SOLID-PAINTGRADE 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 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 design.Under such protection,unauthorized use of these plans, 5. TYPE I EXTERIOR SHEARWALL CONNECTIONS: work or home represented,can legally result In the cessation of TYPE 1 EXTERIOR SHEAR WALLS WITH A MINIMUM OF ss 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 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 FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314. s WINDOW SCHEDULE 2. ALL FOOTINGS TO REST OIV UNDISTURBED(VIRGIN)SOIL. 7"O.C.PANEL EDGES AND 10"O.C. IN THE FIELD SHALL BE IN ACCORDANCE WITH THE LENGTH (SMOKE&CO2 DETECTORS) CARBON MONOXIDE ALARMS TO COMPLY WITH R315. 3. PROVIDE 2"EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR REQUIREMENTS SPECIFIED IN TABLE 3.15a-b. SIZE NO. ISSUE DATE MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS: W# TYPE SILL HTA.F.F. UNITSIZE(WxH) R.O.(WxH) NOTES 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 FIRST FLOOR INSTALLED WITH#5 RE-BAR, 18"LONG AT 12"O.C. USE APPROVED EPDXY FOR INSTALLATION. APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16. 11 DOUBLEHUNG vrF 3-0"x4-0" Vrf 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 1 06.02.24 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 12 AWNING 17 M'x4W" VIF OZ SCHEMATIC DESIGN II 06.09.24 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 13 DOUBLEHUNG VIF 3-0•x4-0^ vrF EGRESS WINDOW 03 DESIGN DEVELOPMENT 1 07.13.24 6. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 18"1 ACCESS OPENING. INSTALL ONE 8x16 ACCORDANCE WITH 2.4.4.2 AND 2.2.4 RESPECTIVELY. 14 DOUBLEHUNG VIF 3-0'x4-0' VIF EGRESS WINDOW 04 PERMIT SET 08.05.24 CAST IRON FOUNDATION VENT FOR EVERY 150 SQ/FT OF AREA. S. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 15I DOUBLEHUNG 17 3-0'x4'0" 17 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 16 AWNING WF 2-0'x2-0" 17 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 GROUND WIND SEISMIC FROST WINTER ICESHIELD 17 DOUBLEHUNG <7F 3-0'x4-0" 11F BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING. WITH TABLE 3.5. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD NOTE: *ALL UNIT SIZES ARE FINISHED OPENING SIZES.CONTRACTOR TO VERIFY WINDOW JAMB DIMENSIONS W.ROUGH OPENINGS. 8. DRAINAGE AS REQUIRED 13Y CURRENT N.Y.S.RESIDENTIAL CONSTRUCTION CODE. 9. CATHEDRAL CEILING ASSEMBLY: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS ALL GLAZING SHALL MEET WIND BORNE DEBRIS REQUIREMENTS PER THE BUILDING CODE OF NYS. WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE *EGRESS OPENING MIN.5.7SQ FT-MAX.44"SILL-AFF NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHTTO 11° NONE - FRAMING NOTES EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTIONS TO THE TO HEAVY I MODERATE RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS. 1. ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND HEADER CHART TR. ADDITION WOOD FRAMING CONSTRUCTION MANUAL. DECK & COVERED PORCH NOTES FRAMING AND FASTENER INFORMATION 2. UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2+B DOUGLAS FIR. HEADERS 3. FLOORS,WALLS,CEILINGS AND RAFTERS TO EE SPACED AT 16"O.C. UNLESS OTHER WISE NOTED. (2)2x6 (2)2x8 (2)2x10 (2)2x12 4. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2x1.0#2+BTR. DOUG. FIR. 1. UNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. MARK LOCATION SIMPSON TIE# INSTALL NOTES SUPPORTING: CAN SPAN: 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 1 ROOF RIDGE LSTA/15 EVERY RAFT 20 GA-14"x 15 ROOF ONLY 4'TO 6' 6'TO 8' 8'TO 10' 10'TO J 2' 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'-1"AND 6'1 AND 2x6 WALL OPENINGS BETWEEN 5'-11"AND 8'1 PROVIDE CONCRETE WITH A MINIMUM s INCH DIA x 7"LONG ANCHOR BOLTS AND WASHERS AND NUTS. FIRE STOP AND BLOCKING WHERE APPLICABLE. 2 2 RAFTER/WALL LSTA/16 EVERY RAFT 12 GA-14"x 16 1 STORY 4' 4'TO 6' 6'TO 8' 8'TO 10' 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12xi2x12 THICK CONCRETE FOOTING.USE 5. ALL FLUSH BEAMS/HEADI=RS 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. 2 STORY - - 4'TO 6' 6'TO 8' ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. BELOW GRADE. PORCHES WITH COVERED ROOFS SHALL HAVE 12"DIA CONCRETE PIERS FOR THE 3 WALL/WALL LSTA/21 EVERY STUD 20 GA-14"x 21 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. DECK JOISTS TO HAVE BLOCKING AT 8'-0"O.C. 4 WALL BASE PL 4 RSPB+M EVERY STUD NOTES: CAPACITY UNLESS NOTED ON PLANS. / 20 GA-2 2"x 4 2 • FOR SPANS OVER 4'WIDE, HEADER REQUIRES 2"MIN.SOLID 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. BEARING AT EACH END DOWN TO FLOOR OR BOTTOM PLATE. 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 5 BASE PL/FOUND 2"0 ANCHORS 4'1 O.C. ADD AS NEEDED • 2"PLYWOOD SPACERS ARE USED FOR 2X MEMBERS TO MATCH 2X4 S. DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SIDE NEEDED. 6. CONCRETE PIERS SHALL BE A MINIMUM 6"ABOVE GRADE. OR 2X6 STUD WIDTHS. WHERE APPLICABLE UNLESS OTHERWISE NOTED. 7. ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS. EACH JOIST SHALL ALSO BE - ALL TIES TO BE SIMPSON STRONG TIES OR EQUIVALENT 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8-1 O.C.. USE SOLID BLOCKING IN FLOOR JOISTS ANCHORED TO GIRDER(S). - ALL FRAMING TO BE FASTENED IN CONFORMANCE WITH: UNDER ALL BEARING WALLS. 8. COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS A TYPICAL IRC CODE-2020 10. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS.INSTALL DRAFT BLOCKING AS BUILDING. TABLE R602.3(1)-GENERAL N.85°55'20" E. 81.52' NEEDED. TABLE R602.3(3)-SHEATHING 11. UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM 2"THICK,4 PLY FIR COX TABLE R802.5(9)-FRAMING-ROOF EXTERIOR SHEATHING GRADE PLYWOOD. PLYWOOD TO COVER OVER PLATES AND HEADERS. S� D AR PLUMBING NOTES C,S,Z 12. UNLESS OTHERWISE NOTED USE 2'THICK T&G PIS FIR OR ADVANTECH PLYWOOD SUBFLOOR PER SPEC 1609.1.1-2020 IRC+NYS 2020 SUPPLEMENTAL DESIGN- �� R� E• Ni r� 4 SITE PLAN DRAWN BASED ON �� ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED WIND SPEED IS 130 MPH Q� ' 0 OVER SUBFLOOR AS PER IMANUFACTURE'S INSTRUCTIONS. 1. ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL R=25.00' SURVEY PREPARED BY SCALICE 1n CONSTRUCTION CODE. L=34.54' LAND SURVEYING. NQ - Z 13. ALL BATHROOM WALLS TO HAVE� THICK MOISTURE-RESISTANT SHEETROCK.GARAGE WALLS AND 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL. NAILING SCHEDULE DATED 11.05.23 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 4! 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 APPROVED EQUAL.FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM SPACING PERMITTED. ROOF FRAMING:PER 2020 NYSRC-CHAPTER 8 s� 04 4 42'' WALL FRAMING: PER 2020 NYSRC-CHAPTER 6 �TF _lO TORCH DOWN TYPE MATERIAL OVER. 15. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.SILL PLATES TO FLOOR FRAMING: PER 2020 NYSRC-CHAPTER 5 OF N E`N BE INSTALLED WITH A FOAM SILL GASKET AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL. H VAC NOTES ROOF SHEATHING: PER 2020 NYSRC-CHAPTER 8 CEILING SHEATHING: PER 2020 NYSRC-CHAPTER 8 35 3' WALL SHEATHING: PER 2020 NYSRC-CHAPTER 7 EXISTING E L E=CT R I \^jA L NOTES 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND FLOOR SHEATHING: PER 2020 NYSRC-CHAPTER 5 SAFETY REQUIREMENTS. 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE 1. ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE. EQUIPMENT SUPPLIER. ' 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 3. ALL ELECTRICAL WORK TO COMPLY WITH 2O20 NYSRC. GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. D E LV I N 4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION R314 AND R315 OF 2020 NYSRC. ROOF SHEATHING REQUIREMENTS FOR WIND LOADS PROPOSED STOOP - o 74SF ` RESIDENCE ENERGY NOTES SOIL NOTES SHEATHING LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE o PANEL EDGES SUPPORTS IN THE PANEL FIELD m 3250 PINE NECK ROAD E PERIMETER 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. 35.0' ' 45 PARKWAY 1. THIS DESIGN COMPLIES WITH THE 2020 NYS ENERGY CODE AS A PRESCRIPTIVE DESIGN. EDGE ZONE F. SETBACK EXISTING SINGLE t, 1. NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS o? SOUTHOLD N 2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2020 NYSRC. PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. .-r STORY FRAME o Y 11971 cv DWELLING a 2. COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY(PER ASTM D 698 AND ASTM GABLE ENDWALL RAKE I `4 POOL S.C.T.M. # 1000 "' 86 - 1 - 3.3 D 1557).COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY A AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. W FIREBLOCKING NOTES PROFESSIONAL AGENCY FOR COMPACTION. - 3. DO NOT BACKFILL UNTIL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SUBFLOOR, IS COMPLETE. WALL SHEATHING REQUIREMENTS FOR WIND LOADS LO � EXIST. SCALE: SCREEN o FIREBLOCKING REQUIRED-BY CURRENT NYS RESIDENTIAL CODE CD PORCH FIREBLOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND OTHER NOTES SHEATHING LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE z DATE: 08.05.24 HORIZONTAL)AND TO FORM AIN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN A TOP PANEL EDGES SUPPORTS IN THE PANEL FIELD STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. THE FOLLOWING LOCATIONS. 1. PROVIDE$"TYPE-X SHEETROCK FIRE STOPPING AT 10'-0"MAXIMUM DISTANCES FOR NON DRAWN BY: Z.E.N. 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES,AT THE ACCESSIBLE AREAS. INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. 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 35.4'PROPOSED 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. ROWS OF STUDS OR STAGGERED STUDS. �^ 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS PROPOSED DECK V✓/ OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS TRELLIS 290 SF GENERAL NOTES 3. IN CONCEALED SPACES 13EIWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE. - -- SITE PLAN 4. AT THE OPENINGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST -PROPOSED 1 STORY THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. ADDITION 669 SF • 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. N SCHEDULES RESIDENTIAL CODE. W o o n .0 S.85°55'20 �l. 129. ffl 01' SITE PLAN 2ND FLOOR WALL O RIDGE CAP OF SAME MATERIAL AS 1ST FLOOR WALL ROOFING NAILED TO NEOPRENE GASKET WOOD IT SHEATHING THROUGH VENT \ STRAPPING TO BE ATTACHED TO WALL STUDS @ 48" GIRDER/HEADER ROOF JACK i \\ ZE N DESIGN OC AND ALL WINDOW/DOOR OPENING JACK STUDS RAFTERS \ 1250 EVERGREEN DRIVE ROOFING LAPS FLASHING \ CUTCHOGUE, NY 11935 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION SPLICED JOISTS OVER HEADER/GIRDER AT SIDES AND TOP �� PHONE: 631.513.6589 4"-8" LSTA36 1-1/4"x36"18ga.STRAP INSTALL 4'0"O.C.AND JACK STUDS ON ALL OPENINGS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING FLASHING LAPS ROOFING JOIST TO RT10 TYDOWN CONNECTTO RIDGE VENT FOLDS MIN. 1-1/2"FROM AT BOTTOM 8"-16" LSTA48 1-1/4"x48"16ga.STRAP INSTALL 4'0"O.C.AND JACK GIRDER/HEADER ANCHOR EA.JOIST OVER RIDGE TO PEAK TO ALLOW STUDS ON ALL OPENINGS CONFORM TO SLOPE FREE AIR PASSAGE OF ROOF ROOF JACKS&VENTS DETAIL These plans are copyrighted and are subject to copyright 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 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 compensation to ZEN DESIGN LLC. NO. ISSUE DATE 01 SCHEMATIC DESIGN 1 06.02.24 KING STUD 02 SCHEMATIC DESIGN II 06.09.24 DBL.SILL PLATE TERMITE 03 DESIGN DEVELOPMENT 1 07.13.24 SHIELD SILL GASKET 04 PERMIT SET 08.05.24 CRIPPLE STUD ANCHOR BOLT EMBEDMENT: POURED CONCRETE:7" HEADER BLOCK WALL: 15" USE WITH 3x3 SQUARE WASHERS (USP LBPS58) JACK STUDS FOUNDATION 5"DIA ANCHOR BOLT ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY (CRAWL SPACE OR FPJD) 72"OC SILL PLATE TO FOUNDATION 2 STORY LOCATION USP NUMBER DESCRIPTION APPLICATION (CRAWL SPACE OR FPJD) 36"OC ALL OPENINGS LSTA12 1-1/4"x12"20GA.STRAP APPLY TO EACH JACK STUD WALL BOTTOM PLATE TO 1-2 STORY 57"OC ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FND.(SLAB ON GRADE) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. 1609A.2,2015 IBC&NYS 2017 SUPPLEMENT:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF is"AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO WALL STUD STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4.OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.ALL PANELS MUST BE CUT TO SIZE METAL STRAP WOOD JOIST AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE � ARC ARM BOARD 4" MUST ACCOMPANY SHUTTERS FOR INSTALLATION. �G' � E. N/CyO SILL PLATE(S) GIRDER/HEADER Q �O A FOUNDATION - WOOD JOIST N t Z O O O O � O O O O O _ __________ _ _ ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE I SUPPORTED WITH THE PROPER STEEL CONNECTOR.IF ABLE, STRAPPING TO BE ATTACHED TO WALL STUDS @ 48" �� 04 4 42�' OC AND ALL WINDOW/DOOR OPENING JACK STUDS SET FIR JOISTS APROX.1n HIGHER THAN LVL HEADERS TO FASTENER TYPE: SPACING: - ---------- --- '9l -40 2 ALLOW FOR SHRINKAGE&REDUCE BUMP OUTS. OF NE,N FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION O No.8 WOOD-SCREW BASED 16"O.C. O I O ! O G> O I „ i i I ANCHOR WITH 21N. I I 4"-8" LSTA24 1-1/4"x24"20ga.STRAP INSTALL 4'0"O.C.AND JACK k ______ ____ �---------- - -- tt- EMBEDMENT LENGTH STUDS ON ALL OPENINGS 8"-14" No. 10 WOOD SCREWS BASED 16"O.C. LSTA30 1-1/4"x30"18ga.STRAP INSTALL 4'0"O.C.AND JACK i ANCHOR WITH 21N. i I STUDS ON ALL OPENINGS I EMBEDMENT LENGTH O o ' 14"-16" LSTA36 1-1/4"x36"18ga.STRAP INSTALL 4'0"O.C.AND JACK ; ; o b ; O O O11TL---_--------_�________-__t ._____--__-__-_-_-_-__---__-_-_--I O STUDS ON ALL OPENINGS -"DIA LAGSCREW BASED 16 O.C. ------- -- ------;------ ANCHOR WITH 21N. D E LV I N I EMBEDMENT LENGTH. I I , I I I RESIDENCE 1 i 1 ; I 1 O ; I O I o Q I O I O oil 3250 PINE NECK ROAD 10 I APA RATED SHEATHING 2x4 DF#2 STUDS 45 PARKWAY i GRADE PLYWOOD SOUTHOLD, NY 11971 (ALTERNATIVE:is"o.s.B.) S.C.T.M. # 1000 86 1 3.3 "APA PLYWOOD SHEATHING O O ; O I I O 1 II I I I I 1 0� -- ------ ------=------------------------- - - 0 WINDOW SILL f SCALE: I I ENDWALL , DATE: 08.05.24 I I I CONC.SLAB o ;' � � � � j I ; obi o I , 0 6 MIL. POLY o O ; o GRANULAR FILL ' , I SIDEWALL FASTENER TYPE: SPACING: ! DRAWN BY: Z.E.N. I I I TYP.CONC.FND. DAMPPROOF No.8 WOOD-SCREW BASED 8"O.C. f f ANCHOR WITH 21N. EXTERIOR 6MIL POLY ON EXT. , FLOOR USP NUMBER DESCRIPTION APPLICATION ' EMBEDMENT LENGTH O � i O oQ � o � 0 1ST ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS TYP. WINDOW OPENING ; ; KEYWAY FOOTING. TO FOUNDATION W/ANCHOR BOLTS 1 No. 10 WOOD-SCREWS BASED 8"O.C. ANCHOR WITH 21N. --------------------------------------- REINFORCINGI TYPICAL D ETA i LS PANEL SPAN EQUAL OR SMALLER THAN 4 FEET `------------ -- -- --' ' 2ND ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS Q � J BAR ON BOTH BOT.PLATE OF 2ND FLOOR EMBEDMENT LENGTH O , DRAIN TILE AND TOP PLATES OF 1ST FL.CONNECT s" 16"O.C. O O I O O THROUGH THE FLOORS TO EACH OTHER a DIA LAGSCREW BASED W/THREADED ROD. ANCHOR WITH 21N.EMBEDMENT LENGTH. MULTIPLE PLYWOOD TYPICAL CONC. FOUNDATION APPLYASSEMBLIES(2)2x4 DF#2 WHERE NEEDED FOR STRUCTURAL BRACING. STUDS CONNECTED TOGETHER WITH STAINLESS STEEL OR GALVANIZED BOLTS W/WASHERS AND NUTS @ 2-0 O.C. SYP00L LEGEND 8SMOXE/CO2 DETECTOR DEMO EXISTING STEPS 1===T==-F T 20 10 5 0 N ®© STRUCTURAL POST EXIST. I I I I I e SCREEN o ---I---+---I---+--- (D G� PORCH fill i 1 ZEN DESIGN 1 EXIST.OUTDOOR SHOL",1ER 1250 EVERGREEN DRIVE NEW DOOR EXISTING DOOR CUTCHOGUE, NY 11935 PHONE: 631.513.6589 } FRAMING DIM. N ----- ______ -------------------------T------1 I — O EXIST. W 1 QUEEN O III I o o O O r—i I I�-----ii--D ---i I 1 11 1 I 1 1 FINISH DIM. ; ;i i O O L J`._ PWDR 1 I _, m 1 L_____JL—____J These plans are copyrighted and are subject to copyright 1 1 protection as an"architectural work"under Sec.102 of the EXIST. EXISTING Copyright Act 17 U.S.O.as amended December 1990 and known RO EXISTINGII Py gBATH 'I I I KITCHEN 4 ---- I I as Architectural Works Co rl ht Protection Act of 1990.The DINING ROOM ' '"' ` I rotection includes but is not limited to the overall form as well 1) ----; :I I ---- I 1 as the arrangement and composition of spaces and elements of 1 I I I I I �� design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of MALL TYPE LEGEND I i i /�\ I on III � DEMO C01'."PLETED IN 2020 i ii i construction or buildings being seized and/or monetary \I I iN/ I ii i compensation to ZEN DESIGN LLC. EXISTING BEDROOh1 -- ---�- •I I I I111 -------------- DEP?0 WALL i I I � EXISTING -------------- DEI4"0 CODQ'?LETED IN 2020 'I DN I I `------------------� LIVING ROOD,'! ---------- EXIST.FOUNDATION WALL L---------------- N0. ISSUE DATE M16fill 16 ACCESS EXISTING STUD WALLS �____- , �'� 01 SCHEMATIC DESIGN 1 06.02.24 --------------- ------- 02 SCHEMATIC DESIGN II 06.09.24 NEW STUD 611A�LLs �--� 03 DESIGN DEVELOPMENT I 07.13.24 04 PERMIT SET 08.05.24 EXISTING DEN p I I I I I EXISTING BEDROOM _ 1 I --------- ZI 7 _ I I DEMO COMPLETED IN 2020 � I L__ n-1 F / 1 I r 4 1 1 1 J I __________ ___:Tr------------------------- 1 a---- ---- ---- __________�___� ————————---- --- ---------- I J 1 I 1 I I QUEEN ——————— t ---------------- I `'---------------I FIRST FLOOR DEMO PLAN 2 ------------- F ----------------- 1 — � —_-- ---__----- ___ — ------------- I I d (2)2x10 GIRD'"R — I v o w I _ co xC) Iio NN z O I i i '�SgeD ARC, EXISTING SCREEN - (2)2x10 GIRDER _ I 5 'yi PORCH FOOTINGS �I - --� ��� ��.( E. NiC, - T (UNCHANGED) EQ. EQ±7'-4" l EQ. I DOUBLE UP JOISTS UNDER + ------ + --- — OUTDOOR KITCHEN NQ 4 I . I � CRAWL SPACE VENTILATION CALCS: 358 SF(CRAWL SPACE AREA)/150 SF=2.4 SF I I 2.4 SF/1.5 SF VENTS(12"X18")=1.6=2 VENTS s� 04 4 4S B -4O 2x10LEDGER --------- I ————— ————————— — qTF OF NEB 1 —— ——————— ------- - ' --- ---- --� I P,N NEW FOUNDATION WALL WITH f4 REBAR EVERY 2'. of W d 6"EMBED^"ENT INTO EXISTING WALL. NI tz Q p Z I N ^1 N = � > - EXISTING SLAB ON GRADE I N (FORD,"ER GARAGE) I I D E LVI N (UNCHANGED) EXISTING BASEMENT Uo o > --- ------ --------J I RESIDENCE w LAUNDRY/MECHAN'CAL = m -- r- ------ -- ---------'q 3250 PINE NECK ROAD� N w a x +1 2x8 RAFTER I I I 45 PARKWAY EXIST.CRAWL SPACE Q W o N @ 16"O.C. 1Z I I I SOUTHOLD, NY 11971 (UNCHANGED) 0 a I I I I a 7 Wco I I I I S.C.T.M. # 1000 86 1 - 3.3 N � I I I I N I I j I SCALE: 1/4" = 1'-0" I I I I M CIS! I I I I TA DATE: 08.05.24 I I I 1 UP ±18'-4 1/4"VI 3" 6'-10 1/4" 1 i 11'401/2" 1 I I I I DRAWN BY: Z.E.N. PROPOSED SLAB ON GRADE I I I I (GARAGE) I I (2)2x10— I I 1 III W0 I I I I N 100 PROPOSED CRAt:'L SPACE DEMO PLAN x 00 I I I o 1? I I 04 38'-0" I I 13'-21/2" I I �C9 FOUNDATION PLAN zo I i--------- - ---- I I I I I 11 0 --L _ L ----------- ----- -J i--- --------------� I co --- - --- -- ----- i N — — — —--—1—u-6--------T �—J� EXISTING FOUNDATIONI PLAN! _51/2" 1.'-3" 1 6'-8" 1 10'-0" 28'-0" lu scne:1/a�i•-0- SYPr?BOL LEGEND TREATED PLATES W/2"DIA.X 18"LONG ANCHOR BOLTS(30"O.C. 2 MIN.ON GALV.TERMITE SHIELD. ��-- 2x6 EXTERIOR WALLS. A-200 GSM ' SMOKE/CO2 DETECTOR / \rn 4"SHEATHING. / / SIDING AS SELECTED BY CLIENT. "'2 . `�> N 20 10 5 0 N f P STRUCTURAL POST / FURR OUT GARAGE WALLS AROUND - / FOUNDATION 1 4"CONC.SLAB OVER.6 MIL POLY VAPOR -- I BARRIER OVER 6"COMPACTED SAND&GRAVEL ZEN DESIGN ?� 1 BASE. PITCH 8"/FT TOWARDS GARAGE DOORS. \I 1250 EVERGREEN DRIVE NEW DOOR EXISTING DOOR CUTCHOGUE, NY 11935 PHONE: 631.513.6589 FRAMING DIM. FINISH DIM. o . DROPPED FOOTING AT GARAGE DOOR W PITCH DRIVEWAY AWAY FR031 These plans are copyrighted and are subject to copyright GARAGE DOOR OPENING protection as an"architectural work"under Sec.102 of the M Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.The Q protection Includes but is not limited to the overall form as well 8" POURED CONCRETE FOUNDATION 23'-11/2" as the arrangement and composition of spaces and elements of • --- - - -- -- • design.Under such protection,unauthorized use of these plans, WALL W/ 4 REBAR 24"O.C. BOTH work or home represented,can legally result In the cessation of V'►/ALL TYPE LEGEND ? ' DIRECTIONS � construction or buildings being seized and/or monetary compensation to ZEN DESIGN LLC. 0 DEtl90 WALL, Z't 8"x16"CONCRETE FOOTING-CONTINUOUS W/ 1 EXIST.FOUNDATION WALL NO. #4 REBARS.4000 PSI CONCRETE. NO. ISSUE DATE EXISTING STUD WALLS 01 SCHEMATIC DESIGN 1 06.02.24 r.�EWSTUD WALLS02 SCHEMATIC DESIGN 11 06.09.24 03 DESIGN DEVELOPMENT 1 07.13.24 -- 04 PERMIT SET 08.05.24 FOUNDATION DETAIL FOUNDATION DETAIL EXIST. 05 REV 1 10.15.24 SCREEN 2 SCALE:1"1'-0" SCALE:1-l'-0" PORCH----- C'J f\ Il 1 5'-8 1/2" CY ---- - - , . m 1 2'-11" 31- - 6'-41/2" 1 OUTDOOR SHOWER E R QUEEN O O ED14 16 •� ED13 (i) O�O O r 1 D17 POWDER 1 MASTER-1 1 EXIST.' EXISTING - SUITE -i i VELUX BATH O EXISTING �, KITCHEN 1 1 to j --- - ----- O �,(YLIGH� DINING ROO.b1 i is 1 --• EXISTING BEDROOM ' 3 1/2" 3 1/2" -- - - - - - i 4'-8" 7'8 1/2" Dt� 1 WALK-IN _ 1 Nr m M QUE ED 1 � � ID10 1 1 ID16 r WALK-IN i GARAGE I -- 1 EXIS IT NG DEN I 1 ---�----------- \� � N 1 \ ------1------------ ------------ L -- -- ° i � I 11311 - ERED Al? I EXISTING BEDR00",1 ` ` c `' E.NI y�T _ Q�(�04Y., Cy0ls�Oa 11 M Aj- N O EQ O EQ o � - • I !DEN] � x GAS t 1 s BATH m N ed a ,� Q Q lF o �o N Ir Y S� 04 4 42'' Q� OLJ _ BATH s m F N� o - 'Cod m n\ Ln ED12 _ 1.4'-6 1/2" - `t 1 QUEEN _ -- o ED11 C° 13 14 DN El - - • - - 35'SETBACK LINE - 5-2 4-6 1/2 III 3-3 2�� _ �� 6-0 1 2�� 6-01 2 DELVIN PROPOSED FLOOR PLAR! 1/2" ' " 28'-0" 1 - -- ------ - RESIDENCE SCALE:1/4"�1'-0' 10-0 38'-0" 3250 PINE NECK ROAD •- - - - - - -- - - -- - -- 45 PARKWAY SOUTHOLD, NY 11971 S.C.T.M. # 1000 86 1 - 3.3 SCALE: 1/4" = 1'-0" DATE: 10.15.24 DRAWN BY: Z.E.N. PROPOSED FIRST FLOOR PLAN SOUARr"FQGTAGFS FLOOR CONDITIONED SPACE UNCONDITIONED SPACE COVERED PORCHES DECK 1 EXISTI,:�a 1424 SQ/FT 196 SQ/FT - A-200 PROPOSED 414 SQ/FT 424 SQ/FT - 223 SQ/FT TOTAL 1833 SQ/FT 242 SQ11FT 196 SQ/FT 228 SQ/FT W N O ---- 2x6 TRELLIS MEh^.3ERS i z Ln w ROOF 4"THRUROOF n 4"THRU ROOF n 4"THRU ROOF n l I I I 2x8 GIRDER NEW BATH EXISTING KITCHEN NEW'BATH EXIST BATH - ---------- -- ,----________, EXIST POWDER 6x6 POSTS Z E N DESIGN --- NEW MASTER BA TH — f - - ------ -- r 1250 EVERGREEN DRIVE CUTCHOGUE, NY 11.935 cav tav i cav cav �av cav1 cav PHONE: 631.513.6589 ' rua W. W..c. !Wc. ;w.c. Svc. SHWR! ;SHWREl D'W. 'SHWR FIRST FLOOR Ty Co. TO APPROVED SANITARY These plans are copyrighted and are subject to copyright NEW LAUNDRY i protection as an"architectural work"under Sec.102 of the - - -- DISPOSAL SYSTEM APPROX ELEVATION OF FINISH FLOOR Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.The D.W. • - protection includes but is not limited to the overall form as well - 2x10 P.T. LEDGER WITH LAGS 16"O.C.STAGGERED. as the arrangement and composition of spaces and elements of BASEMENT - - -___ design.Under such protection,unauthorized use of these plans, N j - -- —--- 2x8 P.T.JOISTS @ 16"O.C.(TYP.)FIXED TO LEDGER work or home represented,can legally result in the cessation of -- - --- --- - ------ ___ ___ construction or buildings being seized and/or monetary - ---- - ---- WITH JOISTS HANGERS EACH JOIST. compensation to ZEN DESIGN LLC. ELECTOR C.O. -- --- --- - - (2)2x10 P.T.GIRDER. RISER DIAGRAM - ---------- - --- ---- -�------ ____ AVERAGE GRADE PHIlrP Wk1I:S PAP FA( H 0'S TO GIRDER. SCALE:NTS. POST TO BEAM BRACKET. NO. ISSUE DATE Z --- 4x4 PRESSURE TREATED POST ON 4x4 WET 01 SCHEMATIC DESIGN 1 06.02.24 ' ANCHOR BASE(TYP) 02 SCHEMATIC DESIGN 11 06.09.24 M - -- - -- - -- - - 10"DIA 36"DEEP FOOTINGS 03 DESIGN DEVELOPMENT 1 07.13.24 3,000 PSI CONCRETE. 04 PERMIT SET 08.05.24 05 REV 1 10.15.24 - DECK SECTIOr-4 SCALE:N.T.S. ------------------- ------------------- ------------------- ------------------- ------------------- [IJ ------------------- EAST ELEVATION 6 ARC SCALE:1/4'-1'-0' �(ER N� Z s� 044423 Q� -9l 40 12 f aF NE`N 6 F _ _ __ _ ____- ___ __ _ _ ___ -_ -_ - - _ _ _______ ________________________ —__ — 12 ________—_ _ __ _ __________ ___ _ ___ --__ _=  _ _ __ =  ___ _ F` E` ------------------------ _____________________--__ ____-________----_- - - _ - - =_-____=_____--- _ ________________________= _____________ - DELVIN - __ ___ RESIDENCE - ---- __ - -- -- _ z 3250 PINE NECK ROAD JH ----- - ILI C 11 1+ C) 45 PARKWAY o IFU SOUTHOLD, NY 11971 U. S.C.T.M. # 1000 86 1 3.3 ` zI zI nt SCALE: 1/4" = 1'-0" WI WI a a GAS a a DATE: 10.15.24 DRAWN BY: Z.E.N. - WEST ELEVATION! 1 SCALE:1/4-1'•0* ELEVATIONS RISER DIAGRAM