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HomeMy WebLinkAbout52380-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 52380 Date: 10/22/2025 Permission is hereby granted to: Jeffery T Standish 725 Grange Rd Southold, NY 11971 To: construct additions and alterations to an existing single-family dwelling as applied for, Premises Located at: 725 Grange Rd, Southold, NY 11971 SCTM# 75.-4-18 Pursuant to application dated 09/30/2025 and approved by the Building Inspector. To expire on 10/22/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $347.50 O-RESIDENTIAL $100.00 Total S447.50 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT MG Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 lit!ps://www.so,titlioldiownny,&ov Date Received For Office Use Only a - �t PERMIT NO. 50V "�'°Building Inspector: 3 %�?� 0 Applications and forms must be filled out in their entirety.Incomplete 2 applications will not be accepted. Where the Applicant is not the owner,an o io" a Owner's Authorization form(Page 2)shall be completed. nf C" "• , f Date:09.29.25 OWNER(S)OF PROPERTY: Name:Jeff & Lauren Standish SCTM# 1000-75-4-18 Project Address:725 Grange Rd - Southold NY 11971 Phone#:631.445.2832 Email:standi4@optonline.net Mailing Address:725 Grange Rd - Southold NY 11971 CONTACT PERSON: Name:Zackery E. Nicholson, RA Mailing Address:PO Box 88 - Cutchogue, NY 11935 Phone#:631.513.6589 Email:ZENicholson.Arch@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Zackery E. Nicholson, RA Mailing Address:PO Box 88 - Cutchogue, NY 11935 Phone#:631.513.6589 Email:ZENicholson.Arch@gmail.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: FM71 : DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure igAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other TBD Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? iiYes El No 1 PROPERTY INFORMATION Existing use of property: 5104M FAVAI Intended use of property: b1vx4tz- 1pfo-i Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 40 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 Gass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Z ,{(r I IICAUV-AO y Authorized Agent ❑Owner Signature of Applicant: � , 1 Date: 7 o u- CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU61850 0 Qualified in Suffolk County SS: Commission Expires April 14, 20-a� COUNTY OF being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �0 . "day of L4C YI ,20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, rsiding at �r 1,, t do hereby authorize � 6 - k 'k�� "t to apply on be If hit �Tc n of Southold Building Department for approval as described herein. 7 jdawu V8h Owner's Signature Date ,Fi;G`L -TSArr- S*y*�VN Print Owner's Name 2 t CONSTRUCTION NOTES WIND FRAMING NOTES PLAN CONTENTS PROPERTY LOCATION MAP L THE INFORMATION WITHIN THIS BET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN 1. RIDGE-TO-RAFTER ASSEMBLY: OCCUPANCY CLASSIFICATION RESIDENTIAL sa3� '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 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 EXISTING RIDGE-t15.O'ABOVE AVERAGE GRADE STATE BUILDING CODES.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE RECOMMENDED __ CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, NUMBER OF NAILS IN THE STRAP. DESIGN CRITERIA CODE:2020 RESIDENTIAL CODE&2020 NYS ENERGY CODE STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. 2. RAFTER-TO-WALL ASSEMBLY: 2. ALL CONSTRUCTION TO CONFORM TO THE DESIGN OFTHE 20181RC 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 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 ,I' ZEN DESIGN 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS,(DO NOT SCALE DRAWINGS) CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. ATTICS W/O STORAGE 10 - 5. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO 3. WALL-TO-WALL ASSEMBLY: ATTICS W/STORAGE 20 ~'`•j POST OFFICE BOX BB 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 CUT O NY 11935 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 PHONE:83i513.6589 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 A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. STAIRS 40 / 6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. 4. WALL ASSEMBLY TO FOUNDATION: GUARDRAILS(ANY DIRECTION) 200 .-F/L/K/ 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 71NCHES IN EXPOSURE CATEGORY DESIGN FOR CAT.C -'•` S. 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 BOOKCASES,SHELVING,PANTRY,CLOSETS,TRIMS,ETC. LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b.WHEN STEEL STRAPS • s.°, mesa pens•re cepM@nad and are su6)act ea mpydl 9. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. ARE LAPPED UNDER THE BOTTOM PLATE,31NCH SQUARE WASHERS SHALL BE USED WITH THE LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE protectionThapl as en Ilydect ed anddd underodto 102 of ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE (ROOF-FOUNDATION) AND GENERAL NOTES '' Copyrlgd Act,17 US.0.as emended Decomb•r 1990 and FOUNDATION NOTES 3.2a.IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES FROM as Arehltecturel Wodm CoPydgt Protection Act of 1990 THE END OF A SILL PLATE AND ALL CORNERS. NAILING SCHEDULE SEE GENERAL NOTE PAGE '.' protectlon lndudes but l•not llmlled to the omroll forma 5. TYPE I EXTERIOR SHEARWALL CONNECTIONS: es the arrangement and composition of spaces and dorm TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF INCH WOOD STRUCTURAL PANEL ON THE design.Under rsuchepresented, protection,unaumarirod usefor these 1. THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS,ELEVATIONS,DETAILS AND NOTES TO EXTERIOR ATTACHED WITH Bd COMMON NAILS AT 6"O.C.A THE PANEL EDGES AND 12 O.C.IN THE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE , rorkorhoms ropreumed,can legally resultad the aeue conetNdbfl or Uutidlntp baingselzed and/or monete DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE. FIELD,AND}INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT ca ration to ZEN DESIGN I.I.C. 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 IRC. - mp 3. PROVIDE j"EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR REQUIREMENTS SPECIFIED IN TABLE 3.15n-b. (SMOKE&CO2 DETECTORS) CARBON MONOXIDE ALARMS TO COMPLY WITH R315 IRC. MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS: ENERGY CALCULATIONS 20201ECC N0. ISSUE 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 INSTALLED WITH M5 RE-BAR,18"LONG AT 12"O.C.USE APPROVED EPDXY FOR INSTALLATION. APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16. S. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PSI.CONCRETE TO BE POURED ON 4" 7. INTERIOR SHEARWALL CONNECTIONS: OS SDI 09.1 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 CLIMATIC&GEOGRAPHIC DESIGN CRITERIA THICK.ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY WITH 81NCH MAXIMUM LIFTS(LAYERS). INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE IN raP .- 02 SD2 09.2 6. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 18"x24"ACCESS OPENING.INSTALL ONE Bx16 ACCORDANCE WITH 2.4.4.2 AND 2.2.4 RESPECTIVELY. CAST IRON FOUNDATION VENT FOR EVERY 150 SQ/FT OF AREA. S. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: GROUND WIND SEISMIC FROST WINTER ICESHIELD ; 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 SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD RESIDENTIAL CONSTRUCTION CODE.A rrMIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE ACCORDANCE WITH TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING. WITH TABLE 3.5. 20 PSF 130 B SEVERE 3fT. MooElurE sucNr ro 11° NONE S. DRAINAGE AS REQUIRED BY CURRENT N.Y.S.RESIDENTIAL CONSTRUCTION CODE. 9. CATHEDRAL CEILING ASSEMBLY: ro NEgW NopEagrE WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO FRAMING NOTES EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTIONS TO THE FRAMING AND FASTENER INFORMATION O INTERIOR DOOR SCHEDULE RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS. 177 L ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND MARK LOCATION SIMPSON TIE B INSTALL NOTES SIZE ADDITION WOOD FRAMING CONSTRUCTION MANUAL. AA-- IDrV TYPE UNITS/ZE(WxH) R.O,(WxH) MATERIAL NOTES 2. UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE tit+BTR. DECK Dc COVERED PORCH NOTES 1 ROOF RIDGE LSTA/15 EVERY RAFT 20 GA-1}"x 15 GROUND FLOOR DOUGLAS FIR. 3. FLOORS,WALLS,CEILINGS AND RAFTERS TOBE SPACED ATI6"O.C.UNLESS OTHER WISE NOTED. ID01 SWING 06'X64 2'8'x6'10° SOLID-PAINT GRADE 4. UNLESS OTHERWISE NOTED.ALL BEARING WALL HEADERS TO BE(2)2x1O#2+BTR.DOUG.FIR. 1. UNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. 2 RAFTER/WALL LSTA/16 EVERY RAFT 12GA-1}"x16 ID02 pOCI(ET 2'-6'x6'-6" 2'-8"X6=10' SOLID-PAINT GRADE BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF ALL ALL FASTENERS,HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. OPENINGS.LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF 2. GIRDERS FOR DECK JOISTS TO BE BOLTED TO EACH POST WITH WASHERS AND NUTS.GIRDERS ON 3 WALL/WALL LSTA/21 EVERY STUD 20 GA-1}"x 21 OPENINGS.BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2x4 WALL CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO OPENINGS BETWEEN 4'-1"AND 6'-0"AND 2x6 WALL OPENINGS BETWEEN 5'-11"AND 8'-9 PROVIDE CONCRETE WITH A MINIMUM j INCH DIA x 7"LONG ANCHOR BOLTS AND WASHERS AND NUTS. 4 WALL/BASE PL RSP4-B+M EVERY STUD 20 GA-2}"x 4 FIRE STOP AND BLOCKING WHERE APPLICABLE. 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12x12x12 THICK CONCRETE FOOTING USE I O WINDOW SCHEDULE S. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND A MINIMUM j DIA x 8"LONG ANCHOR BOLT WITH WASHERS AND NUTS.FOOTINGS SHALL BE 3 FT. 5 BASE PL/FOUND ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. BELOW GRADE.PORCHES WITH COVERED ROOFS SHALL HAVE 12°DIA CONCRETE PIERS FOR THE j"0 ANCHORS 4'-0"O.C. ADD AS NEEDED 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER GIRDERS. SIZE BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD 4. DECK JOISTS TO HAVE BLOCKING AT 8'•0"O.C. ALL TIES TO BE SIMPSON STRONG TIER OR EQUIVALENT CAPACITY UNLESS NOTED ON PLANS. W# TYPE SILL HTA.FF. UNITSIZE(M) I R.O.(WxH) NOTES 7. PROVIDE(2)1-3/4'THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL S. A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER. - ALL FRAMING TO BE FASTENED IN CONFORMANCE WITH: AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). LEDGER TO BE FASTENED TO BUILDING WITH j INCH DIA.BOLTS WITH WASHER AND NUTS WHERE IRC CODE-2020 SECOND FLOOR S. DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SIDE NEEDED. TABLE R602.3(1)-GENERAL A DOUBLEHUNG X=X° X-X'XX=X° VEAIFYW/MfR. WHERE APPLICABLE UNLESS OTHERWISE NOTED. 6. CONCRETE PIERS SHALL BE A MINIMUM 6"ABOVE GRADE. TABLE R602.3(3)-SHEATHING 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0"O.C..USE SOLID BLOCKING IN FLOOR JOISTS 7. ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS.EACH JOIST SHALL ALSO BE TABLE R802.5(9)-FRAMING-ROOF B DOUBLEHUNG X'-X° X-X°xX'-X° VERIFY W/MfR. QkED qR, UNDER ALL BEARING WALLS. ANCHORED TO GIRDER(S). PER SPEC 1609.L1-20201RC+NYS 2020 SUPPLEMENTAL DESIGN- C DOUBLEHUNG X-X" X•X"xX-X' VEA1fYW/MFR. v,O�yR E'NiC'`70�r4`� 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 BUILDING. WIND SPEED IS 130 MPH v 4O NEEDED. N. y 1L UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM j"THICK,4 PLY FIR COX PLUMBING NOTES NAILING SCHEDULE EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOOD TO COVER OVER PLATES AND HEADERS. 1.2. UNLESS OTHERWISE NOTED USE y"THICK T&G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR NOTE: +ALL UNIT SIZES ARE FINISHED OPENING SIZES.CONTRACTOR TO VERIFY WINDOW JAMB DIMENSIONS W.ROUGH OPENINGS. s 3 b ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS.FINISHED FLOOR TO BE INSTALLED ALL GLAZING SHALL MEET WIND BORNE DEBRIS REQUIREMENTS PER THE BUILDING CODE OF NYS. .rqT o44 a7.OVER SUBFLOOR SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. L ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL ROOF FRAMING:PER 2020 IRC-CHAPTER 8 *EGRESS OPENING MIN.5.7 SQ FT-MAX.44"SILL-AFF f OF NE�4 13. ALL BATHROOM WALLS TO HAVE j"THICK MOISTURE-RESISTANT SHEETROCK.GARAGE WALLS AND CONSTRUCTION CODE. WALL FRAMING:PER 2020 IRC-CHAPTER 6 CEILINGS AND OVER FURNACE TO HAVE j"THICK TYPE-X SHEETROCK.ALL OTHER PARTS OF BUILDING 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL FLOOR FRAMING:PER 2020IRC-CHAPTER 5 3. IF WALL STUDS,PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED ROOF SHEATHING:PER 2020 IRC-CHAPTER 8 TO HAVE REGULAR j^SHEETROCK.ALL WALLS TO BE TAPED AND FINISHED. WORK,PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTURE.VERIFY CEILING SHEATHING:PER 2020 IRC-CHAPTER 8 4"THRUROOF n 4"THRUROOF n 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 WALL SHEATHING:PER 20201RC-CHAPTER 7 ROOF I I I f APPROVED EQUAL.FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM SPACING PERMITTED. FLOOR SHEATHING:PER 020 IRIRC-CHAPTER 5 TORCH DOWN TYPE MATERIAL OVER. 15. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.SILL PLATES TO NEW MASTER BATH i BATH 1 ! !KITCHEN BE INSTALLED WITH A FOAM SILL GASKET AND COP•R-TEX TER MITE SHIELD OR APPROVED EQUAL. HVAC NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS -__"___,--- _r_ STANDISH E L E CT R I CA L NOTES 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SHEATHING LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE ------T"- RESIDENCE SAFETY REQUIREMENTS. PANEL EDGES SUPPORTS IN THE PANEL FIELD 1. ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE. 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE 4'PERIMETER 8d COMMON @ 6°O.C. 8d COMMON @ 6"O.C. UV EQUIPMENT SUPPLIER. EDGEZONE LAY LAY LAY 725 GRANGE RD i 2. ALL ELECTRICAL WORN SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE INTERIOR ZONE Bd COMMON @ 6"O,C. 8d COMMON @ i?"O.C. W,C` !W,C SOUTHOLD NY,11971 3. ALL ELECTRICAL WORK TO COMPLY WITH 2O14 NEC. GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. 4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION GABLE ENDWALL RAKE Ed COMMON @ 4"O.C. Ed COMMON @ 4°D.C. 1ST FLOOR ;s1rwR sHIVA 1•L/2° �'W SCTM#1000-75-4-18 R314 AND R315 OF IRC. AND RAKE TRUSS ENERGY NOTES SOIL NOTES WALL SHEATHING REQUIREMENTS FOR WIND LOADS 2' z° z° z" z° 2^ z' SCALE: 1/2--1'-0-ON 24'x36'PA L NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS NAIL SPACING AT NAIL SPACING AT INTERMEDIATE rL THIS DESIGN COMPLIES WITH THE 20181RC ENERGY CODE AS A PRESCRIPTIVE DESIGN, BREATHING LOCATION DATE: 10.1 2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2018 IRC. PANEL EDGES SUPPORTS IN THE PANEL FIELD TO APPROVED SANITARY PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. DISPOSAL SYSTEM 2. COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 AND ASTM 4'EDGE ZONE 8d COMMON @ 6"O.C. Ed COMMON @ 12"O.C. D 1557).COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY A DRAWN BY: 2 FIREBLOCKING NOTES PROFESSIONAL AGENCY FOR COMPACTION. INTERIOR ZONE 8d COMMON @ 6"O,C. Bd COMMON @ 12"G.D. RISER DIAGRAM 'j 3. DO NOT BACKFILL UNTIL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SUBFLOOR,IS COMPLETE. FIREBLOCKING REQUIRED-BY CURRENT NYS RESIDENTIAL CODE HEADER CHART (D SCALE:NIS \\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 HEADERS (2)2x6 (2)2.8 1 (2)2x10 1 (2)2.12 STORY AND THE ROOF SPACE,FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I '( THE FOLLOWING LOCATIONS. L PROVIDEI'TYPE-X SHEETROCK FIRE STOPPING AT 10'-0"MAXIMUM DISTANCES FOR NON SUPPORTING: CAN SPAN: OC` �� GENERAL 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,ATTHE 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 ROOF ONLY 4'TO 6' 6'TO 8' 8'T010' 10'TO 12' a �� FIREBLOCKED AT INTERVALS NOT EXCEEDING SO FEET.BATTS OR BLANKETS OF MINERAL OR WITH ACQ. ®Q°©�t��(4 GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL 3. INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 1 STORY 4' 4'TO 6' 6'TO 8' 8'TO 10' ROWS OF STUDS OR STAGGERED STUDS, s 2. AT ALL INTERCONNECTIONS EEN CONCEALED 3. IN AT SOFFITS, LED SPACES BP CEILINGS TWEEN VERTICAL HORIZONTAL STAIR STIR E ERSNG TT�E TOP AND BO OM OF THE RUN.CH AS 2 STORY - - 4'TO 6' 6'TO 8' O 1 ~ / NOTES: S ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S.RESIDENTIAL CODE. FOR SPANS OVER 4'WIDE,HEADER REQUIRES 2"MIN.SOLID A-00111110 4. AT T]HE OPENINGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST BEARING AT EACH END DOWN TO FLOOR OR BOTTOM PLATE. THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. j"PLYWOOD SPACERS ARE USED FOR 2X MEMBERS TO MATCH 2X4 S. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. °RESIDENTIAL CODE. OR 2X6 STUD WIDTHS. N 58° 12'5011 E. GRANDE ROAD 120.37' IV o , 00 13,83, &o. ZEN DESIGN EE o POST OFFICE BOX 88 Vw CUTCHOGUE,NY 11935 PHONE:631 513.6589 Theo plans ere copyrighted and are subject to coWai protectlon as an•architectural worts under Sec 102 of I Copydpd Act,17 USO.es amended December INN and 1 es Arrhlt.M M Wed.Copyright Protection AU of MD. protection includes but Is not R MIted to the omall form an se the arrangement and composition pl spaces and el— design.Under such prutecion,unauthorized use of these T wok or home represented,can legally result In the cessati coristmctlon or building.Well rafted and/or monetar mmPanned-tc ZEN DESIGN LLC. EXISTING SE79AC 14.5- NO. ISSUE D 01 SDI 09.1E I I 02 SD2 09.2E I I I I I EXISTING 1 STORY I DE MIN. FRAME HOUSE I SI I YARD II I I I I I I PROPOSED SETEA x14.5' 'PROPOSED 'c ADDITION 14.9 gERF-D ARC E.NI CI CO`�T�O� �O Nam' 2 Ap �T'04442'' �0 f of NSA STANDISH EXISTING POOL RESIDENCE 725 GRANGE RD SOUTHOLD CTM#1000 NY, �71 S 8 SCALE: 1/8°-1'-0°ON 24"x36°PA eI (+q DATE: 09.21 LOT COVERAGE Z DRAWN BY' Z ZONE-R-40 S8$ LOT SIZE-14,881 SF o9,SQo � SITE PLAN ALLOWABLE LOT COVERAGE-20%- 2,976 SF EXISTING PRIMARY STRUCTURE W/GARAGE= 1,844 SF EXISTING POOL- 919 SF EXISTING AT GRADE POOL PATIO(NOT TALLIED)- 1,024 SF TOTAL EXISTING LOT COVERAGE-18.5%- 2,763 SF PROPOSED ADDITION- t 193 SF 0`6 s P 1=0 PROPOSED TOTAL LOT COVERAGE-19.8%- 2,956 SF S�2 y N� m Z ar BATH ZEN DESIGN POST OFFICE BOX 88 CUTCHOGUE,NY 11935 PHONE:631.513.6589 BEDROOM 1 These plan.are copydgned and are wbfeet to capyr O _ protection as an'erchlteetuml warlP antler Sea.102 t CopyrWgd Act,17 UAO.as emended December d990 en as Architectural Wodo Copydghd Protection Act of 199 protection Includes bud is not tlroltod to the overall form as the ewengemem and composition of spaces and elan design.Under such protection,onsulhodzed use of thus T work or home represented,can legally result In the cuss construction or buildings being seized and/or monal hwmpansetion to ZEN DESIGN I.I.C. m V LIVING ROOM NO. ISSUE m 01 SD1 09.: 02 SD2 09.1 CL. CL. CL. = CL. GARAGE -777777777 BEDROOM 2 KITCHEN BEDROOM 3 DININGROOM ytERED AR I r—— 0�G\ NIC�,C!�Fch II rc N z I I I I a• o _ I I L-- sryr�0aani3 yoo-�' II L'----------------------- —--— - - - STANDISH RESIDENCE 725 GRANGE RD SOUTHOLD NY,11971 SCTM#1000-75-4-18 SCALE: 1/2"-1'-O"ON 24"x36"F DATE: 10. LEGEND DRAWN BY: EXISTING STUD WALLS NEW STUD WALLS _____-----_ DEMO WALL GROUND = ^ EXIST.FOUNDATION WALL FLOOR NEW FOUNDATION WALL DEMO PLAN D-101 NEW DOOR EXISTING DOOR 1 A300 u --- - - - - - - - — — e.- - - — -1 I I IVITS - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I ly�yl Z DESIGN— — — — — — — — — — — — — — T OFFICE C TCHOGUE NY 11935 PHONE:63L513.6589 � _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 1hew These plans ere copyrighted and ore wblactto coW protection as an-architectural worW under Sec.102 c Copyright Act,17 LIAO.as amended December 1990 any C w Architectural Works cowgid protection Act of 199 protection Indudes but Is not limited to the overall form do me amangement and composition of spaces and elan design.Under such protection,unaulhodsed use of than work ar home represented,can legally result In the msu owns"Wan or bWldlnch being sebrad and/or Monet compensation to ZEN DESIGN LLQ NO. ISSUE I ( I I 01 SDI 09.: 02 SD2 09.: I I I I I i I I EXISTING BASEMENT I I I k l I I I I II I . I II ,tEpF.O ARC 4�V�y�Q,t E.NICyO REMOVE EXISTING BASEMENT WINDOW OPEN NEW CRAWL SPACE TO EXISTING DEHUMIDIFIED BASEMENT. i >yv> I s, 04ai2s Pr I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I y. Iy _ — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -`J I I STANDISH RESIDENCE 725 GRANGE RD SSOUTHOLD CTM#10 ONY,11971 75-4?18 NEW CRAWL SPACE I I I SCALE: 1/2'-1'-0e ON 24"x36'P I I I I 11 A u DATE: 10. 3° M I I off °` I I LEGEND DRAWN BY: I ti EXISTING STUD WALLS NEW STUD WALLS -_—________- DEMO WALL FOUNDATION I = EXIST.FOUNDATION WALL I NEW FOUNDATION WALL PLAN �- A -� I - - - - - - - �- -- - - - - - I A-101 NEW DOOR EXISTING DOOR J.4'-611 m BATH III/ z ZEN DESIGN CE4 POST OFFICE BOX 88 b Yy. CUTCHOGUE,NY 11935 v ; PHONE 63i513.6589 BEDROOM 1 j These pbm ere copydghted and ere subjed to eopydl protection m an-amhltectural Work'undw Ser-107 oI ct 1 CoW&M A7 0SA m--ded December 1990 and m Arddtactural Wodo Copydpt"ecOm Act of 1990 _ potection Indudes but V hat Panned to the MMU form t as the enangement and campeafdm of q.—end dean de9gn.Ilndwauch PmWc bn,uneuthodmd uae af th"se -- ^S Wok or home represented,can legally mutt In the cease cong--ion orbu0dinp Wngeelmdand/wmotmk compamadon to ZEN DESIGN LLC. m ' LIVING ROOM n No. ISSUE I m 01 SDi 09.1 02 SD2 09.2 CL ' BUILT ' IN CL. CL. GARAGE El 6, 4„ 1 - 1 z KITCHEN �ERED ARC ' w BEDROOM 3 a ' DININGROOM c, so 044423 o 0 o TFOFNE� y SHELVES = STANDISH RESIDENCE N 725 GRANGE RD ' LL>7 ' SOUTHOLD NY,11971 W SCTM#1000-75-4-1S I SCALE: 1/2'-1'-0°ON 24"x36°PI Q DATE: 09.2 DRAWN BY: i 1 mot— 1 PROPOSED FLOOR PLAN fi T � ' = BENCH A-ZO( 13'-2"ADDITION 1 417t A-201 2 11'-711' 1'-0" a Al QUEEN ZEN DESIGN POST OFFICE BOX 88 Q - - - PHONE:631.513.6589 N BUILT Them pans are copyrighted and sm wgect to copydgI protec0on as an-architectural mee under Sec 102 of t Copyright Act, ed 1 I N pmterSlann lndludea aat la not 1 m/tPrt�n Act cformD. ea Archlt oluInclul Warta CapMOlt Protection Actll ermD. Undo nantand coon, donofape use end them design.home such protection,, legally m of them i wak or home repmsented,can lamely rmtt In the eessed condructlon orbulldinge beingaelzed and/or monetar, 4 BENCH WALK IN compensation to ZM DEWGN U.C. c+o CLOSET N0. ISSUE D 01 SDI 09.1E 02 S132 09.2E .ice - ADJ SHELVES z 0 P G a 4 ( o 0 0 o CL. d1N M / " t MASTER 4'-9z' 2 t 11 ' 6-0 BEDROOM 1 EO ARC A-too �5 E.Ni y�r MASTER Q�tiO�� Cy% Fn� BATHROOM Q so N Z NL S�T..OQ44*1 �0�� fOFJj ADJ SHELVES STANDISH I :. BEDROOM 3 HALL RESIDENCE 725 GRANGE RD SOUTHOLD NY,11971 13'-0" SCTM#1000-75-4-18 SCALE: 1"-1'-0"ON 24"x36"PAI DATE: 09.2E LEGEND DRAWN BY- Z. EXISTING STUD WALLS NEW STUD WALLS ENLARGED MASTEI SUITE PLAN A-10 � NEW DOOR EXISTING DOOR • 1 • A�00 ZEN DESIGN POST OFFICE BOX 88 CUTCHOGUE,NY 11935 - - PHONE 63L513.6589 Thaso plena are mpydgtded and ere wDled to mpyd Protection as an-architectural work-under Sac 102 a Copydgit Ace,17 DAD.as amended December IM n as A/Nttecdoal Works Copyright Protection Act of i99t protection Includes but b rrM limited to ma overall farm i me aUnder such prod c protection, u autoftm of beams and hem design.home rectr preredlon,u legally use a these nwkor home rePrem�4s b ingsol solved an-n-ramsse .. � +�- �-,- mnsWNon or buildings Oeingbalmtl and/or merretl compensation to ID7DESIGX LLC. WE Intl. „ _ N0. ISSUE I 01 SDI 09.1 - 02 SD2 09.. PARTIAL REAR ELEVATION 1 SCALE:�/2•-1'-0' EXISTING PROPOSED Z RFD ARC 4�V�6 pt E NIGr,Olr�t'.� N Z OF NEVI•t0 - -- I STANDISH RESIDENCE 725 GRANGE RD OUTHOLD NY, SCTM#10 -75-4�S 0 18 SCALE: 1/2°-1'-0e ON 24°X36"P DATE: 10.: - DRAWN BY: I _ ELEVATIONS 2 ELEVATION A-201 SCALE 1/2••1,-0• A /V ZEN DESIGN POST OFFICE BOX 88 CUTCHOGUE,NY U935 PHONE:831.513.6589 NEW ROOF&CEILING-FLASH&BATT(R30) EVENLY POST UP NEW RAFTERS ALONG HEADER 4� NEW LOW PITCH EPDM ROOFING 5/8'PLYWOOD SHEATHING (2)L75•x 11.875°LVL HEADER These plans are eomdLlded and ere subject to cepydg 8D COMMON®6'O.C.O 4'-0•PERIMETER ZONE P5 protection as an-architectural wodf under Sac 102 of 81)COMMON®12'O.C.®PANEL FIELD NG{zT` Copydght Act.17 UAO.as amended December 1990 and 8D COMMON @ GAMBLE ENDWALL RAKE 12 Fy.\� as ArthOectuml Works Copyrlldd ProtecUon Act of 1990, 14• protec ion Includes but Is not limited to No overall farm a as the Mango—at and Composition of spoors and eleme ICE AND WATER SHIELD AS PER CODE design.Under sucln protectlan,unaumodzed use of these i 2xB RAFTER work or horns represented,Can legally result in the cessal censtrucilon or buildings being selmd and/or moneta companw0on to ZEN DESIGN LIA CEILINGJOIST !I EXI IST NO. ISSUE [ W ty O_ GUTTERS DRAINED TO APPROVED DRYWELL ¢ 01 $D1 09.11 LOCATIONS ca z 02 SD2 09.2 SOFFIT DETAILS TO MATCH EXISTING. GC TO VIF ALL DIMENSIONS. !f? lie 4 2x8 STUD WALL 6 r 4 a NEW WALLS-FLASH& m o BATT(R-21) 4r N 7j COX SHEATHING.TYP. 11'-4}•®FINISH WALLS BLUE SKIN AIR AND WATER SHIELD 4 SIDING-MATCHEXISTING ce s4.PLYWOOD SUBFLOOR GLUED AND NAILED TO WOOD FLOOR JOIST. FLASH FOUNDATION PERIMETER MP) 2x8 FLOOR JOIST 16°OC AVERAGE GRADE m z e• g 4 4'RAT SLAB io Ta tEp-ED pRC N(C4,y�rF Qrt 0 O�n. 1 o r$ z F� D4441- Fr Qrf OF NEON 10 ALIGNTTOP OF NEW FOUNDATION 2x8 FLOOR JOISTS.TYP. &SECTION WALLS WITH EXISTING CALE:1/2• STAN D ISH (2)#4 BARS CONTINUOUS • .. RESIDENCE ANCHOR BOLTS EVERY 4'-6'&WITHIN 1 725 GRANGE RD 12.OF THE ENDS OF EACH PLATE 1 MIN.7"EMBEDMENT. 1- SOUTHOLD NY,11971 i SCTM#1000-75-4-18 i DOWEL NEW FOUNDATION WALLS j SCALE: 1/2°=1'-0°ON 24"x36°P INTO EXISTING WITH#5 DOWELS 0S' •1 O.C.W/4'EMBEDMENT EACH WAY BA � DATE: 10. V .• 1 #4 BARS®36'O.C.VERTICALLY 1 LEGEND DRAWN BY: 1 1 1 (2)#4 BARS EQUALLY 1 EXISTING STUD WALLS SPACED HORIZONTALLY NEW STUD WALLS i ----------- DEMO WALL 1 ----------- 1 1 .FOUNDATION WALL (2)#46AR5 CONTINUOUS SECTIONS NEW FOUNDATION WALL 1 14' } NEW FOUNDATION WALL DETAIL A-30( 2 NEW DOOR EXISTING DOOR