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HomeMy WebLinkAboutFrankenbach Glenn Goldsmith,Presia`eni� �o�OSUFFO(,�.`OGy Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 0 Eric Sepenoski W ,? P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples l �� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Timejgnvanj b ?,DZS Completed infield by: E%uz &fin V pl(:A LINDA FRANKENBACH requests a Wetland Permit for the existing 1-Y story dwelling with 323sq.ft. attached garage(±1,278sq.ft. combined footprint); remove a portion of the roof and construct an addition onto existing second story for a 542sq.ft. second story with two dog-house dormers and a 7'x20' open deck within footprint of first story; and for the existing 7'5"x3'10" outdoor shower. Located: 3140 Minnehaha Boulevard, Southold. SCTM# 1000-87-3-40 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: ✓ Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: woo a.A Present Were: V G. Goldsmith _ZN. Krupnski E. Sepenoski L. Gillooly ✓E. Peeples GENERAL NOTES LEGEND LIST OF DRAWINGS Gustayson/ COPYFUGU IE 2024 UEL MGFM RRSBRYRD 1. All work shall comply.with the requirements of all local 21. The General Contractor's and Subcontractor's required r---= EXISTING WALL TO REMAIN 0 WINDOW DE5IGNATION-EXAMPLE CUDH 2424 A-001 GENERAL NOTES, LIST OF DRAWINGS, laws and regulations Including all national,state and minimum coverage and limits of liability: LEGEND, LOCATION PLAN CONSULTANTS' local codes and requirements of the owner's. ==I EXISTING TO BE REMOVED Q DOOR DESIGNATION-3654.36°x 041 OR 3'-0"x 1'-0' A-002 SITE PLAN,ZONING INFORMATION Insurance carrier. A. Worker's compensation and employer's liability Insurance,with limits of no less than 000,000 and ® NEW PARTITION FROM FLOOR TO ZrF EXHAUST FAN-80 CFM OR As NOTED M SPECIFICATIONS A-003 BUILDING DEPARTMENT COMPLIANCE INFO- 2. Contractors submitting proposals for this project shall as required by employees benefit act or other UNDERSIDE OF STRICTURE ABOVE, first examine the site and conditions thereon,and statutes applicable where the work Is to be 2x4 OR 2x6 WOOD STUDS,I6°O.G.IDITH SMOKE DETECTOR A-004 DEMOLITION PLAN AND NOTES proposals shall take Into conslderatlon all conditions performed,as will protect owner's contractors I LAYER h°OR%GWB EACH 816 OR EXTERIOR WALL CONSTRICTION E eD HARD WIRED WITH BATTERY BACK-UP as they afrect the work under this contr�ct. Failure to From any and all liability under the aforementioned SEE TYPICAL WALL SECTION A-101 BASEMENT 4 FIRST FLOOR PLANS REWSIONS examine the site shall not relieve the contractor of acts or statutes. CARBON MONOXIDE DETECTOR the necessity to provide any and all work that may be A-102 SECOND FLOOR 4 ROOF PLAN Q MAR 13,2024 required to complete the Job without additional cost B. Comprehensive general liability insurance(including ® SPECIAL PARTITION-SEE DRAWING 41 ELEVATION,SECTION ORDETAIL DOB COMMENTS to the owner. owner's and contractors' Future liability insurance) MARKER A-201 EXTERIOR ELEVATIONS with the following minimum limits of liability: 0 CONCRETE FOUNDATION OR SLAB HB HOSE BIBB 2Q AUG 16,2024 3. Work shall not commence until an approval has been HD HOLD DOWN BRACKET A-301 TYPICAL WALL SECTION 4 HOUSE SECTION obtained from the owner and a building permit has a. Bodily injury liability, been secured. Owner shall determine commencement each occurrence $1000,000. OUINER S IUORIG A-501 WINDOW AND DOOR SCHEDULE date and shall notify General Contractor) b PLUMBING AND GAS RISER DIAGRAMS . Bodily IrUury liability, 4. Contractor shall pay for and obtain all permits required aggregate *1000,000. Owner shall purchase the following Items: E-101 FIRST 4 SECOND FL.ELECTRICAL PLAN for his work. Cost of said permits shall be paid for by the contractor. This Includes all inspections by c. Property damage liability, I. Plumbing fixtures 4 Fittings.Material only.G.C.to Install. authorities having jurisdiction. each occurrence ♦1,000,000. 2• Bathroom floor 4 wall tile.Material only.G.G.to Install 5. Contractors shall have approved working drawings and d. Property damage liability, 3. Decorative lighting fixtures.G.C.to install. building department-approved permit drawings on site. aggregate $1,000,000. All recessed lightting supplied and Installed by G.C_ Contractor shall display building permits and shall , arrange for all required Inspections. e. Property Injury liability, 4. Toilet accessories.Materials only.G.G.to install. 6. Contractor shall verify all dimensions and conditions aggregate $1,000,000. 5. Bathroom vanities.Material 4 Installation.G.G.to in the field prior to start of work coordinate lumbin It Is his sole Such Insurance shall provide coverage for p g Installation. responsibility to verify clear heights within the premises. explosion,collapse and underground exposures All discrepancies shall be reported to the architect. and contractual liability coverage and shall Insure Failure to do so puts all responsibility for dimensional owner's contractors against any and all claims for errors on the General Contractor. personal injury,Including death resulting therefrom and damage to property of others arising from COMPLIANCE NOTES 1. Do not scale drawings. G.C.Is responsible For operations under contracts whether such operations verifying all dimensions. are performed by owner's contractors or by anyone 8. All contractors shall bondable,licensed contractors directly or Indirectly employed by any of them. 1. All work shall comply with the requirements of the possessing good laboorr relations and must be capable C. Comprehensive automobile liability insurance 2020 New York State Residentlal Code. of performing quality workmanship and must coordinate Including the ownership,maintenance and operation Manual used For Framing des) 018 S8G n Is 2 work with other contractors working on this project. of any automotive equipment owned,hired,and 2. High Wind Wood Frame cl Construction 2 Manual from non-owned In the following minimum amounts: g 9. The general conditions of the contract for construction, American Forest 4 Paper Assoc,and The American Wood Council. AIA Document A201,latest edition,shall apply to this a. Bodily injury liability, 3. Design of hurricane straps and other ties From the project as IF written herein. Contractor shall comply each person s1,000,000. Simpson Strong-Tle Wood Construction Connectors Catalog. with all requirements listed in AIA Document A201. Copies of this document are available for review at b. Bodily injury liability, 4. Wind Speed 110 MPH, the architect's office. each occurrence $1000,000. 10, Prior to commencement of work contractor shall supply c. Property damage liability, LOCATION PLAN NOT TO WALE a ]tat of the names,addresses,and telephone numbers each occurrence $1,000000. of the subcontractors to be used on this project. D. Construction shall not commence until certificates SECTION = 81 11. Contractor shall comply with all provisions of the of insurance have been delivered to owner. Q, Occupational Safety and Health Act. E. Indemnity: Contractor shall fully protect,defend, O BLOCK = 3 12. G.G.shall apply for and pay for all utility meters and Indemnify and save harmless owner,architect,and P% LOT 40 PRaacrNArs: all temporary utility services,as required. engineers against all liability judgments,damages, ADDITION/ALTERATIONS costs and expenses,Including attorney's fees, 13. Contractor shall endeavor to build addition so that arising from any and all claims relating to the I- it appears to have been original to the dwelling. performance or non-performance of tenant's work 2 �� IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, FRANKENBACI-I RESIDENCE Therefore all mouldings,sizes and alignments are y F UNLESS ACTING UNDER THE DIRECTION OF A critical to create the desired effect. 22. The architect and engineers shall not be responsible t� 3140 MINNEHAHA BLVD- for the contractors'methods and means OF construction. S LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. SOUTHOLD,NY 11911 14. Construction equipment and materials are to be located V IF AN ITEM BEARING THE SEAL OF AN ARCHITECT THE ALTERING ARCHITECT SHALL AFFIX In confined areas and shall not block exits during 23. Guarantees for all work shall be For a period of one IS ALTERED,S' aRasmc rrrLs: construction. Items shall be stored as directed b ear,unless otherwise noted. Contractor shall Furnish to TO HIS ITEM THE SEAL AND THE NOTATION y y ALTERED BY"FOLLOWED BY HIS SIGNATURE AND GENERAL NOTES, owner. the owner a written guarantee stipulating that,at no @ THE DATE OF SUCH ALTERATION,AND A SPECIFIC LIST OF DRAWINGS, additional cost,any defective work materials shall be O DESCRIPTION OF THE ALTERATION. LEGEND 4 15. All wood shall be kiln-dried,mill quality finish with repaired or replaced for a period of one year,after G LOCATION PLAN compressive strengths as stated In drawings. acceptance of work unless otherwise noted. 16. Contractor shall be responsible for dal) removal of L ® GENERAL CONTRACTOR TO PROVIDE THE p y NORTH FOLLOWING AT COMPLETION OF PROJECT: trash,rubbish and surplus materials resulting from � GUSTAVSON construction, O AFFIDAVIT OF FINAL COST 11. The contractor shall supply all nallers and grounds for DECAL DESCRIBING FRAMING ON METER PAN DUNDES fixtures,fittings,and equipment as required, ENERGY CODE COMPLIANCE 15. No demoliton or alteration to the building structure will T�DEO CITY.NY 11530 -251-0212 be allowed unless otherwise noted. THE PROPOSED PROJECT IS ANALYZED USING THE 2020 19. Prior to any excavation,G.C.shall contact local utility NEW YORK STATE ENERGY CODE. GENERAL CONTRACTOR SHALL POST A PERMANENT and obtain approval for underground work DESIGN CONSIDERATIONS: SUFFOLK COUNTY - CLIMATE ZONE 4(TABLE 301.1) CERTIFICATE NEAR THE ELECTRICAL DISTRIBUTION ARCHITECTURE PANELS LISTING ALL PREDOMINANT R-VALUES, 20. G.G.shall submit partial Ilen waivers with each L WIND DESIGN SUBJECT TO DAMAGE FROM ICE BARRIER U FACTORS FOR FENESTRATION,TYPES OF ' DESIGN application for payment. Application For payment LOAD SNOW SEISMIC DESIGN WIND DESIGN LINDERLgmENT FLOOD AIR FREEZING MEAN ANNUAL EFFICIENCIES OF HEATING,COOLING AND SERVICE shall be made on standard A.Is1.form. tMPH) TOPOGRAPHICAL WIND BORJE CATEGORY WEgiHERMG FROST LINE TERMITE TEMPERATURE REQUIRED HAZARDS INDEX TEMPERATURE EFFECT, DEBRIS ZONE DEPTH WATER EQUIPMENT AND OTHER ITEMS AS LISTED 20 120 NO NO B SEVERE 3' MOD.TO HEAVY 13 YES ZONE X 4W 52.5 IN SECTION 4013. PRo2RCF NO, GC shall submit drawings and forms to local Building .ate 2311 Department for approvals and secure permit prior I ALL ITEMS LISTED IN SECTION 401.4.1- BUILDING ,°`"a=�. Ste, THERMAL ENVELOPE SHALL BE DURABLY SEALED �`� SCAM.- to start of work � '�A INSULATION AND FENESTRATION REQUIREMENT BY COMPONENT TABLE 402.1.1 TO LIMIT INFILTRATION. COMPLIANCE SHALL BE DEMONSTRATED BY EITHER'A BLOWER TEST OR RavrsroN No: Contract shall Include 15%down payment,payments REQUIRED CLIMATE ZONE 4 PROPOSED VISUAL INSPECTION. SEE 402.422 m .49� e} AUG 16,2024 each month for work completed with 10q retainage. At substantial completion,retainage to be reduced GLAZING U-FACTOR 035 028 Issue HATS: y to 5%with final payment made 30 days after CEILING R-49 R-38(CONT.OVER TOP PLATE) ALL SUPPLY DUCTS IN ATTIC TO BE INSULATED TO saw DEC.ro,2023 completion or work (PARA.4022.1 PERMITS R-38) MINIMUM R-8. ALL OTHER DUCTS IN ATTIC TO BE DMWIM PJW; WALLS R-20 OR 13 .5 CONT R-21 PLEASE BE ADVISED THAT TO THE BEST OF MY KNOWLEDGE, INSULATED TO MINIMUM OF R-6. SEE SECTION 403. A001TITLE AIA contract form to be used as basis for contract. ! BELIEF AND PROFESSIONAL JUDGMENT,THESE PLANS AND FLOOR R-19 R-30 � RECESSED LIGHTING INTO BUILDING ENVELOPE uRAlmrc NO. • BSMT WALL R-13 TNT R-15 SPECIFICATIONS ARE IN COMPLIANCE WITH NYS ENERGY CODE SHALL COMPLY WITH SECTION 402A3. CRAWL SPACE R-10/13 EXT/INT R-10/15 EXT/INT A - 001 Ir 1 Gustayson/Dundee COPYRIGHT m 2m All.RIGHTS W3S81NSD CONSUMNTS: EXISTNG CHIMNEY-NO CHANGE I I O I REVISIONS: EXISTING Q MAR 13,2024 GARAGE-NO ® I DOB COMMENTS CHANGE 45 D 450 0 AUG 16,2024 g I 9 SITE SECTION AT NEAREST POINT OF PROPERTY LINE TO HOUSE 0 C O R E Y C R E E K - / r / iQ EXISTING k % BRICK PATIO AREA ANALYSIS SF 0 % le // EX15TM i / ENCLOSED 4/)C7 / � / © 12 sp EXISTING DWELLING m r CL 203' / / 1406.42 SF EXISTING / PROPOSED // / © 213 SF 1833.95 SF a DECK QD 323 SF EXISTING GARAGE / u A EQ 595 SF SECOND FLOOR 0 'a XISTING SHADED AREA 2.0 % m PARADE —_—p�OAp[� FgO -- % Q EXISTING LOT AREA COVERAGE 1238 S FLR F N wo Qz� �__-- �L-- — ------------------ --EXMT..r_------ PROPOSED LOT AREA COVERAGE = I�38 5F 0 / / EXISTING — —�/ % , (NO CHANGE TO LOT AREA COVERAGE) PRwacrxurE: IST FLOOR / 00 ADDITION/ALTERATIONS LNE OF Tn r. 2ND FLR _Jo / % J FRANKENBACH RESIDENCE / PRO �� / Z J ZONING INFORMATION 3140 MINNEHAHA BLVD. / DORMERS / SOUTHOLD,NY 11911 ZONING DISTRICT = R 40 DRAWArG TITLE: SITE P J SECTION 81 F / % BLOCK = 3 / �rg LOT 40 ZONINGLAN GALGULATIONS 0 / �• q�G IsTm GROSS SQUARE FOOTAGE FIRST FLOOR= 1238 GSF z GR�VEL DRIVEWAY y2 / / @ GROSS SQUARE FOOTAGE SECOND FLOOR - 595.95 GSF % / %/ r TOTAL PROPOSED GROSS SQUARE FOOTAGE - 1,833.95 GSF . . --------1_—_—___—_—_ _--_ —_ m -------- ----------- / PROPOSED GROSS SQUARE FOOTAGE IS UNDER MAXIMUM N 34°13'00"W 12.40 N 26°mg' ALLOWABLE GROSS SQUARE FOOTAGE OF 2,100 SF m01U 21.6m' ALLOWABLE LOT COVERAGE = 20 5. TOTAL ALLOWABLE LOT COVERAGE = 1984 SF MINNEPAHA B O U L E V A R D EXISTING LOT AREA = 1,928 5F EXISTING TOTAL LOT COVERAGE = IZ38 SF, 15b q PROPOSED LOT COVERAGE - 1,235 SF, 15b q (NO CHANGE IN LOT COVERAGE) PEW=NO: P; 2311 YARD SETBACKS: F� sue' � I SITE PLAN FRONT SETBACK = 35'MIN.REQUIRED REPrsroxx0: REAR - 35'MIN.REQUIRED ° ...,,�o` AUG 16,2024 SURVEY INFORMATION TAKEN FROM 002 SCALE = 1/5" = I'-0" SURVEY PREPARED BY SIDE YARD SETBACK A = 10'MIN.REQUIRED rssDE DATE: N GARY BENZ,L.S. —5 DEC.fo,2023 DATED 10/15/2021 SIDE YARD SETBACK B IF,'MIN.REQUIRED DAAWINO FHB: A00281TEPLAN EX15TING DWELLING 15 NON-CONFORMING WITH RESPECT TO DRAWING No: REAR YARD SETBACK A _ 002 I NAILINGSCHEDULE rTABLE3L Gustayson/Dudes MINIMUM ROOF LIVE LOADS °S- OCgNO AT END'W car RIGHT ES AIL icuS (D 2oru JOINT DESCRIPTION NUMBER OF NAILS NAIL 5PACRY. FLOM SHEATHING !N FOUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION) RAFTER TO TOP PLATE 3-BD COMMON NAILS PER RAFTER STRUCTURAL PANELS. TRIBUTARY LOADED AREA .ate coNsuarANrs: (TOE NAILED) CEILING JOIST TO TOP PLATE 3-00 COMMON NAILS PER JOIST 80 COMMON NAILS 6.OC AT PANEL EDGE ARID 12-OC IN FIELD IN SQUARE FEET FOR ANY ° (709 NAILED) ROOF SLOPE STRUCTURAL MEMBER DIAGONAL BOARD CEILING JOIST TO PARALLEL T-ISO COMMON NAILS EACH LAP RAFTER(PACE NAILED) 2-0D CG•H•ION NAILS PER SUPPORT WSE{INCi1E8 PER FOOT[N3)TO LESS 0 TWN n DIES ER FOOTFOO[w CEILMG JOIST LAPS OVER T-*0 CGTTMON NAILS EACH LAP PARTITIONS(FACE NAILED) CEILING SREA114 COLLAR TIE TO RAFTER 4-80 COMMON NAILS PER TIE 1 RP757ONS: (FACE NAILED) 5D COOLERS T•AT PANEL EDGE MID 10.OC IN FIELD EXCEPTION: BLOCKING 15 NOT REQUIRED WFIIEN AN BLOCKING TO RAFTER 2-SO COMMON NaILB EACH END MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ATTIC FLOOR OR CEILING DIAPHRAGM 15 USED TO IQ MAR 13,2024 (TOE NAILED) !N POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION) BRACE THE GABLE ENDWALL OR WHEN A HIP ROOF DOB COMMENTS I RIM BOARD a �o RAFTER 7-w COMMON rMa+NAILS Eacu END SYSTEM IS USED Qz AUG 16,2024 WALL FRAMING °0 LSTA24 20 GA RIDGE STRAP- 24"LONG ENDWALL BLOCKING DETAIL -CRA• HEADER SCHEDULE (TABLE 32v d0 DECKD INSTALL TOP PLATE To TOP PLATE 2-ISO COMMON NAILS PER FOOT .FOR 2 X 4 WALLS' ATTICS wTHa1T STORAGE 70 S TRAPPING sib°OC WIN 2-BD)ZED (FACE NAILED) ATTICS WTH STORAGE NAILS.EACH END. MR 12°BEARING MAC". TYFRIL ALL OPENINGS JACK OR LESS REQUIRE 3-2 X B MINIMA) RO"OTHER THAN SLEEPINGROOMS ON RAFTER SURFACE es TOP PLATES AT INTERSECTIONS 4-ISO LOTION NAILS I JOINTS-EACH SIDE HEADER WITH 2 JACK STUDS EACH BIDE 30 _ (FACE NAILED) SLEEPING ROOMS 40 ALL OPENINGS 4'-b" 2 STAIRD � TO 6'-0'REQUIRE 2-2 X 10 MINIMUM STUD TO STUD 2-16D COMMON NAILS 24'CC WITH 2 JACK STUDS EACH BIDE GUARD RAILS/HANDRAILS(PACE NAILED) �+ a HEADER TO HEADER ISO COMMON NAILS V.-a ALONG EDGES (FACE NAILED) ALL OPENINGS LESS THEN 6'-0•INQUIRE 3-7 X B MINIMUM TOP OR BOTTOM PLATE 2-I&D COPMON NAILS PER 2 X 4 STIED LEADER WITH 2 JACK STUDS EACH SIDE GLAZING WI PROTECTION FROM ND BOR D NE EBRIS W D HERE REQ' TO STUD FEND NAILED) FOR 7 X 6 WALLS: 3-IOD COMMON NAILS PER 2 X 6 STUD ALL OPENW-S 6'-0•TO V-0•REQUIRE 3-2 X I0 MINIMUM NOTE.PROVIDE STRUCTURAL(LOCO PANELS WITH A MINIMUM THICKNESS OF 4-160 0CM-414 NAILS PER 2 X B STUD WITH 7 JACK STUDS EACH SIDE T/IG'AND A T7,A)(I'11R`I SPAN OF 0'-0'FOR EVERY WINDOW PANELS � SHALL BE PRE-GUT TO COVER THE GLAZED OPENINGS,LABELED WITH IoaS�s�iO a BOTTOM PLATE TO FLOOR JOIST, 2-ISO COMMON NAILS PER FOOT ANY OPENINGS LARGER THEN SIZES LISTED OR SUBJECT TO APPROPRIATE ATTACHI-ENT HARDIIWRE ATTACHMENT HARDWARE �G°� ;` BANDJOIST,END JOIST OR POINT LOADS OR OTHER UNIQUE CONDITIONS REQUIRE sT w wwON BLOCKING(FACE NAILED) A FLITCH BEAU OR OTHER ENGINEERED HEADER SHALL BE PROVIDED IN ACCORDANCE WITH T1 E CHART BELOW ears rrwi NgTW coot e FASTENER TYPE FASTENER EACRG ttM FL i TOP PLATE SPLICE DIMENSION (TABLE 320) Pam•ePaN PANEL SPAN PANEL SPAN SECTION A'-0' 4'-6' 6'-9• JOIST TO SILL,TOP PLATE 4-BD COMMON N41LS PER JOIST THE MINMUI SPLICE DIMENSION FOR DOUBLE TOP PLATES 2 1*'6 M.SCREW IS' Q' 9• OR GIRDER(TOE NAILED) TO BE 4'-0'OR THREE STUDS BAYS 2 M•-a U.O.aQe ue 1. IS- Q• ANCHOR BOLT SPECIFICATION BRIDGING TO JOIST 2-BD Ca'IMON NAILS EACH END DOUBLE TOP PLATES SHALL OVERLAP AT CORNERS AND (TOE NAILED) AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR LOAD BEARING WALLS I. USE 5/8°DIA ANCHOR BOLTS WITH MIN i• BLOCKING TO JOIST 2-eD COMMON NAILS EACH END GENERAL NOTES EMBEDMENT INTO CONCRETE WITH 3"SQUARE X ROE NAILED) SAS WASHERS AND END NUT SETUP SILL PLATE ANCHORAGE (TABLE 32A) 2. ANCHOR BOLTS NOTED ARE NOT TO BE USED FOR BLOCKING TO BILL OR TOP 3-16D COMMON NAILS EACH BLOCK L ALL CONSTRUCTION Is io CONFORM TO NY5 AND LOCAL BUILDING CODES. MTS30 - 16 GA STRAP FROM RAFTER TO STUD BELOW OR REPLACED BY HOLD DOWNS FOR SHEARUALL5 PLATE(TOE NAILED) ANCHOR DOUBLE PLATES TO FOUNDATION WITH B/B"ANCHOR BOLTS 3. ONE ANCHOR BOLT TO BE LOCATED BETWEEN LEDGER STRIP TO BEAM 3-16D COTTON NAILS EACH JOIST 16•LOW.V-0°OC UMTH 3-SQUARE VB'TN WASI-ERS 2. ALL PLUMBRYs IS TO COLOR M TO C40LNTY AND LOCAL HEALTH DEPT. INSTALL 11q°WIDE 20 GA GALVANIZED 6°MN TO 12•MAX FROM ENDS AND CORNERS (FACE NAILED) REGUIREMENTS, - STRAPPING sib'OC WIN 3-BD START ANCHOR BOLTS W FROM EACH CORNER OR INSTALL NAILS s EACH END. MIN 12°BEARING JOIST ON LEDGER TO BEAM 3-90 COMMON NAILS PER JOIST SIMPSON HOLD DOWl AT CORERS 3. ALL ELECTRICAL WORK 15 TO CONFORM TO LOCAL,NEC,AND UNDERWRITERS ON STUD SURFACE (TOE NAILED) REQUIREMENTS. BAND JOIST TO JOIST 3-16D COMMON NAILS PER JOIST OPORDINATE LOCATION OF ANCHOR BOLTS WITH FLOOR JOIST LOCATION SHEATHING TO BE NAILED TO TOP PLATE (CID NAILED) 00 THAT ANCHOR BOLTS DO NOT INTERFEN S WITH JOISTS 4. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD PRIOR TO START OF WORK NOTIFY ARCHITECT OF CONFLICTS 4 DISCREPANCIES. BAND JOIST TO SILL OR TOP 2-*D COMMON NAILS PER FOOT INSTALL 20 GA HURRICANE STRAPS UNDER PLATES AT EVERY STUD PLATE(TOE NAILED) 5. DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS OVER SCALED DIMENSIONS. LARGER SCALE DETAILS TAKE PRECEDENCE OVER SMALLER DRAWINGS. ROOF asAT14 - (TABLE 39) 6. THE ARCHITECT 15 TO BE NOTIFIED OF ALL REVISIONS TO THE DESIGN AND 15 SIMPLIFIED ROOF SHEATHING NOT 1;r=SPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION q•.0•pER3ME7ER ZOO, PRESSURE{NAILING TONES T. THE CONTRACTOR 18 RESPONSIBLE FOR ADEQUATELY BRACING ALL WORK SD COMMON NAILS 6'OC AT PANEL EDGE AND 6'Or,IN FIELD DURING CONSTRUCTION AGAINST BREAKING,COLLAPSE,DISTORTION AND MISALIGNMENT ACCORDING TO ALL CODES,STANDARDS AND GOOD 00 INTERIOR ZONE. PRACTICE ALL SURFACES TO BE STRAIGHT,LEVEL AND PLUMB. BID COMMON NAILS 6°OC AT PANEL EDGE AND 12'OC IN FIELD © Q3 S. PROVIDE SMOKE AND CARIBOU MONOXIDE DETECTORS A9 PIER CODE SEE DETAILS ON STRAPPING 20 GA HURRICANE STRAPPING TO BE INSTALLED OVER RIDGE AT EACH i-- -- S. THE INSTALLATION OF ALL PRODUCTS AND MATERIALS TO CONFORM TO AT FOUNDATION AND OTHER INFORMATION RAFTER EXTEND Y-0•MINIMUM ON EACH SIDE ATTACH STRAPS.U' MANUFACTURERS RECOMCIENDATION5 AND REQUIREMENTS. PROJECT NAYU: PER MANUFACTURERS MRERS RECOMENIDATION9 10. CONCRETE TO BE 3500 PSI MIN.ON 2 TON PER SQUARE FOOT ADDITION/ALTERATIONS SOIL BEARING CAPACITY. PORCHES,STEPS,GARAGE SLABS AND OTHER Fr,we Nn"e,1• WALL SHEATHING (TABLE AS) `� 01 ( � �I EXPOSED SLABS TO HAVE 3500 PSI MR CONCRETE VERIFY SOIL TYPICAL NOTES THAT APPLY FOR FOUNDATIONS BEARING CAPACITY IN FIELD. STEEL TO BE ASTM A-36. Espuul Q, pediHo mfls N 4'-0'EDGE ZONE: , FRANKEN5ACN RESIDENCE O O L HOLD DOWNS REQUIRED A7 ALL CORNERS OF STRCTU URE 80 COMMON NAILS 6•oc AT PANEL EDGE AND Q'OC IN FIELD 1 11. DOUBLE FRAME AROUND ALL OPENINGS,UNDER PARALLEL PARTITIONS (SIMPSON HOOD OR PH060 3140 MINNEHAHA BLVD. AND UNDER TUBS. SPACE JOISTS 12"OC UNDER ALL BATHROOMS AND SOUTHOLD,NY IISII INTERIOR ZONE: © I ! KITCHEN AND OTHER AREAS WITH STONE FLOORING. 2. 5/8"ANCHOR BOLT 16"LONG MIN s V-0'Or, CSI6 16 GA FLOOR TO FLOOR TIE WITH 3'BY 3"BP WASHER(12°FROM CORNERS) BID COMMON NAILS 6-Or,AT PANEL EDGE AND 12-OC M FIELD © 'I / i (2) I ! ® 12. HEAVY DUTY JOIST HANGERS(TECO)REQUIRED AT ALL FLUSH CONDITIONS. COORDINATE LOCATION OF ANCHOR BOLTS WITH FRAMING DRAWING 19TLE: le 0 I INSTALL IV{°ODE 20 GA GALVANIZED ! I I B. ALL FRAMING LUMBER 15 TO BE DCU.:-FIR 4,fb.1150 PSI,E.L4M PSI 3. ALL BEAMS BEARING ON CONCRETE FOUNDATION WALLS TO BUILDING CODE COMPLIANCE SIMPLIFIED WALL SHEATHING ® i ! STRAPPING MI6°OC WITH 3-eD I ALL HEADERS AND GIRDERS TO BE DOUG-FIR 4,Tb.1250 P51,E LTM P91. NAILS•EACH CND. MM.12"BEARING REST ON STEEL BEARING PLATES. ALL LVL'S NOT TO CONTACT INFORMATION PRESSURE a NAILING ZONES I, I _ _ UNLESS ONERUISE NOTED ON THE FIRAMMG PLAN. KIT.dried ON STUD SURFACE CONCRETE. DO NOT PACK LVL'S-ALLOW VENTILATION 03 ® ® ! © 14. PREFABRICATED FIREPLACES AND FLUES SHALL BE UL 121 APPROVED. 15. PROVIDE BRIDGING O°SOLID 2X OR 18 GA STRAPS NOT TO EXCEED 5'-0"OC. • 1 16. PROVIDE DAMFROOFING AT ALL EXTERIOR FOUNDATIONS WALLS. GUSTAVSON ® I'L ALL FLITCH PLATES,LVL'S AND GIRDERS TO BEAR ON SOLID WOOD POSTS AND HAVE SOLID BLOCKING DOWN TO FOUNDATION WALLS, . . ES 1®i I8. INTERIOR BEARING WALLS TO BE BLOCKED 4'-0'OC.I ® RATIO LPv4iS•H/L S.3 1/2 I ® i 12. ARCHITECT 18 NOT RESPONSIBLE FOR SUPERVIBICN ®© PLYWOOD NOT SFIOWN 20. BATHROOM EXHAUST VENTILATION SHALL SUPPLY A MINIMUM OF 80 CFM FOR FOR CLAAMTY GARDEN CITY.NY 11530 MtEFMITENT USE AND TO CFM FOR CONTINUOUS USE, DECIBEL RATING TO BE SOLD BLOCKN6 WALL SHEATHING NAILING SCHEDULE ROOF SHEATHING NAILING SCHEDULE MID BONES OR HIGHER SEAMS 2L HEATING SYSTEMS SHALL BE REQUIRED TO PROVIDE AND MAINTAIN A MINIMUM ZONE 5 ZONE 6 ZONE I ZONE 2 ZONE 3 ZONE 4 OF 68 DEGREES F AT THREE FEET ABOVE THE FLOOR AND TWO FEET AWAY FROM EXTERIOR WALLS M HABITABLE ROOMS. 1 DES FIELD 12°or- 12-oz. I I FIELD 8°or_ 12"O.G. 3"or- 4.O.G. 22. GLAZING SHALL CONFORM TO THE NYS RESIDENTIALCODE TEMPERED GLAZING PLYWOOD SHEATHING IN ALL SIDELIGHTS AND DOORS. BIDCOMMON NALS 0 W EDGE 6°0- 6"OL. EDGE 4°O.C. 6°O.C. 31 OG. 4.O.G. 23. ALL NEW BEDROOMS AND HABITABLE SPACES BELOW GRADE SHALL HAVE O.C.®C££8 FIELD. , EGRESS WINDOWS. PROJECT NO. ALL 1/2'EXT.PLYWOOD WALL SHEATHING TO BE SECURED ALL 11211 EXT.PLYWOOD WALL SHEATHING TO BE SECURED 24 PROVIDE AHARD-WIRED SMOKE AND CARBON MONOXIDE DETECTION SYSTEM 0t(,pe'� y 2311 WITH AT COMMON NAILS-2'X II In'GA-PATTERN AS WITH Bd COMMON NAILS-2 V!'X TO Vd'GA-PATTERJ AS LLHERE REQUIRED BY CODE AND AS SHOWN ON THE DRAWINGS. CONNECT TO HOLD DOWN SEE i a� +.eA SOME. INDICATED ABOVE. INDICATED ABOVE. CENTRAL STATION WIN BACK-UP POWER SOURCE. s TABLE R30120) DETALS TM SMfff 4! CLIMATIC AND GEOGRAFRNIC DESIGN 25. ALL STAIRWAYS SHALL CONFORM TO THE NY8 RESIDENTIAL COPE AND AS NOTED: m k R AUG I , STAIRWAY UDTH 36 INCHES MINIMUM HANDRAIL HEIGHT 34 IN DEC.fro 2024 023 GtiOVm LL4@ eElsnro FROSTLIKE UNTER ROODu� MAXIMUM RISER HT H V{° MAXIMUM HANDRAIL HEIGHT 30 N Issue RATE: LOAD MPHJ c�AST cRr UEATHERM-., DEPRI TERMITES DECAY DESIGN HAZARD MIN TREAD DEPTH 9 INCHES MINIMUM HANDRAIL DIAM. 1 14 M 38AL: DE 6,2023 45 F'SF 10Pw N'p`w SEVERE 3'-0' 1 TMo�L RA12 SOUSE RATR TTO NASSAu AS MID FEMAR a MIMIMUM NOSING $4 INCHES MAXIMUM HANDRAIL DIAM. 2 IN. DRAWING FILM NOSING I/,INCHES MINIMUM HANDRAIL CLEAR I I.IN MIN CLEAR 14EADRM 84 INCHES MINIMUM NO,OF HANDRAILS ONE SHEA�ALL SEGMENT DETAIL(TYPJSEGMENT DETAIL(TYP) A0035LDGNOTES NOTE:THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN - MINIMUM ILLUMINATION 10 FC MINIMUM GUADRAIL HEIGHT 36 IN FOREST AND PAPER ASSOCIATION(AF H PA)WOOD FRAME CONSTRUCTION MANUAL L SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN SHALL BE CONTINUOUS FROM SILL TO DRAWING NO: BALUSTER SPACING AT ALL TYPES OF RAILINGS SHALL HAVE A MAXIMUM 4 IN TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. o FOR ONE AND TWO FAMILY DLLLELLINGS,199E S(3O NIGH WIND EDITION. CLEAR OFNG. MAXIMUM 6 INCH DRAM.OPENING AT THE TRIANGULAR SPACE 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE(SIMPSON HDOH OR PHD6) S D EMOL IT ION NOTE S Guetavao, o .24ea COP RIG= ® R`R " AIL RIGR19 R838RYRD I. ALL DEBRIS SHALL BE REMOVED BY THE GL.FROM THE SITE AND DISPOSED OF N A MAMNER APPROVED 1. G.C.TO MAKE AVAILABLE A MINIMUM OF TWO(2)ABC Q. GENERAL CONTRACTOR TO PROVIDE TEMPORARY IS. REMOVE ALL EXISTING CERAMIC WALL WHERE NOTED. CONSULTAM.- BY ALL STATE,LOCAL AND FEDERAL REGULATIONS. FIRE EXTINGUISHERS OR MORE(IF REQUIRED)ON TOILET. PATCH AND REPAIR WALLS AS NEEDED TO ACHIEVE PREMISES TO BE BROOM SWEPT ON A DAILY BASIS. PREMISES. SMOOTH SUBSTRATE FOR NEW TILE B. PRIOR TO REMOVAL OF CEILINGS AND OR SOFFITS, 2. REMOVE ALL MISCELLANEOUS PROTRUSIONS IN 0. GO.WALL RESTORE TO VALUES SPECIFIED IN G.C.TO DEIERMNE LOCATION OF STRICTURE WITH 20. INSPECT THEN REMOVE ALL EXISTING SHELVES WALLS,FLOORS,CEILINGS,WINDOWS AND DOORS APPLICABLE CODES THE INTEGRITY OF EXISTING PROBE HOLES AS REQUIRED. WHERE NOTED. INCLUDING,BUT NOT LIMITED TO NAILS,HOOKS,WIRES, RATED PARTITIONS,WAFTS AND THE FIRE STOPS,ETQ PROTECTION OF STRUCTURAL MEMBERS THAT ARE 14. CONTRACTOR TO REMOVE ALL WORK 6HW O DOTTED 21. REMOVE EXISTING ELECTRICAL POWER POINTS AS 3. THE CONTRACTOR SHALL ARRANGE FOR THE DAMAGED DURING CONSTRICTION. OR NOTED i0 BE REMOVED OR AS REQUIR=O TO REQUIRED.COORDINATE WITH OWNER MAKE PROPOSED WORK COMPLETE. PROPER DISCONTIMS SHE AND/OR RELOCATION OF 9 EXISTING S CONSTRUCTIONALLBE LOCATED N CONFLICT WITH 22. REMOVE EXTRANEOUS PLUMBING,OIL A OV D, - AS ALL PUBLIC UTILITIES WHEN REQUIRED,INCLUDING WORD SHOWN SHALL BE REMOVED ONLY UPON 6. REMOVE ALL APPLIED WALL AND CEILING REQUIRED.THOSE THAT MAKE T BE REMOVED, RR7lSfoNs: WATER,ELECTRIC AND TELEPHONE LINES. CONSULTATION WITH THE ARCHITECT. MOULDINGS AS PER OLLtAER/ARCHITECT'S DIRECTION MODIFY PARTITIONS TO MAKE UTILITIES RECESSED. OR AS SHOWN' Qi MAR 13,2024 4. EXISTING PLUMBING HOOK-UPS t0 BE SHUT OFF V. REMOVE AND REPLACE ANY OTHER CONSTRUCTION, 23. IN9iALL TARP AT ALL OPEN AREAS DURING IMMEDIATELY PRIOR TO DEMOLITION WORK AT EACH OUTSIDE LIMITS SHOWN,A9 NECESSARY TO COMPLETE I6. REMOVE ALL LIGHT FIXTURES AS F'ER OWNER'S DEMOLITION UNTIL HOME 19 CLOSED N TO PROTECT LOCATION. WORK DIRECTIONS. EXISTING AREAS TO REMAIN. DOB COMMENTS D. LANDSCAPING SHALL BE PROTECTED FROM DAMAGE. IL ALL DEMOLITION AND REMOVAL SHALL BE BROUGHT IT. REMOVE BASEBOARD RADIATORS,ENCLOSURES AND DOER TO MODIFY ALL LANDSCAPING AS REQUIRED. TO A NATURAL STOPPING POINT.ANY MATERIAL COVERS AS NOTED OR AS SPECIFIED BY OWNER 0 AUG I6,2024 6. ALL EXISTING MATERIALS,SURFACES MID FINISHES TO REMOVED BY MISTAKE OR IN EXCESS OF S. CAP ALL EXISTING PLUMBING AND GAS LINES AT REMAIN AS PART OF NEW CONSTRICTION SHALL BE REQUIREMENT SHALL BE REPLACED AT APPLIANCE REMOVAL PROTECTED FROM DAMAGE. CONTRACTOR'S EXPENSE. REMOVE EXISTRG WALL FOR NEW WINDOWS I EXIST LAUNDRY EXIST FAMILY ROOM NO WOW NO WIOW REMOVE EXISTING ROOF AS REODRED,�, — EXIST GARAGE EXIST BEDROOM 2 BAT EXIST KITCHEN NO LLbPoC NO LLD(dC REMOVE NO WORK REMOVE EXISTING WALL FI 4 FITT,TILE / FOR NEW ADDITION A FITTRAG$� / --- — ___________ p�° ------------- C---------------- p ° ow REF EXIST EXIST p , BEDROOM BEDROOM PROISC7 NAME. t= T� REMOVE EXISTING ADDITION/ALTERATIONS 1 1 /REMWE EXISTING WPIDOU. GL. C� GL. REPLACE IW NEW,PAW>TCC 4 WINDOW,P TC44 4 II , REPAIR�AS REmIIWD I�✓ REPLACE wr NEW.PATCH 4 REPAIR AS REQUIRED REPAIR AS REQUIRED L DN l REPAIR AS REQUIRED EXIST I° FRANKENBAGI 1 RESIDENCE 3140 MINNEHAHA BLVD. SOUTHOLD,NY Wall EXIST BEDROOM I EXIST LIVING ROOM I III DRAWING TITLE. No WOW, WOWI -- _J1 FIRST t SECOND FLOOR A—_ _ _ DEMOLITION PLAN REMOVE EXISTING REMOVE EXISTING WALLS FOR NEW WALLS FOR NEW DORMER DORMER GUSTAVSON DUNDES GARDEN CITY,NY 71530 P I F-IF,5T FLOOR DEMOLITION PLAN p z SECOND FLOOR DEMOLITION PLAN ARCHITECTURE A00 SCALE = 1/4" 1'-0" A00 SCALE = 1/4" 1'-0" : ■ ®N ®N FROJECT NO: oMfaeo A� 2311 e no AUJ i1 SCALES Y: "VMION NO: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, o .Ays` �� AUG 16,2024 UNLESS ACTING UNDER THE DIRECTION OF A ISSUE DAMS LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. saAc DEC.6,2023 IF AN ITEM BEARING THE SEAL OF AN ARCHITECT DRAWING FILE: IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX A004DEMOPLAN TO HIS ITEM THE SEAL AND THE NOTATION DRAWING NO. "ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. A - 004 Gustayson/Dundee COPYRIGHT ® 2024 ALL RIGHTS RESERVED CONSULTANTS- REPISIONS: Q MAR 13,2024 DOB COMMENTS A AUG 16,2024 f E-3 S I A201 A301 A201 A301 © 0 EXIST EXIST EXIST (2)1-3/4•x 9-I/1'L7—.R pm 11 `m m EXIST w FAMILY ROOM� NO WORc CRAWL SPACE EXIST 9NO LLORC LAUNDRY OF NEW EXTERIOR WALL A NO WORC — — — W69X45 STEEL BEAM Lil EXIST EXIST E-2 x[EXIST I S EXISTING Pump EXIST GARAGE BEDROOM 2 AT EXIST ' E-4 R°"P E-4 NO EXIST NouoRG N7U KITCHEN Q20I Q201 — — — — — �I&T NO WORC EXIST SLAB RdD1DOTTEDgig m �Ld DW REF LINE OF W ON GRADE EXIST m `m_ �/° NEW BASEMENT w m AADDITION BOVE IXISTOIG NO WowEXISTRYa m STAIRS X BILCA DOOR W EXIST C� CL. � ; x W �� PROJECT NAYS: x °N ADDITION/ALTERATIONS Q COL EXIST EXIST m EXIST LIVING BEDROOM I ROOM x FR4NKEN$AGI I RESIDENCE 3140 MINNEHAHA BLVD. NO wow �� NO WORK m SOUTHOLD,NY IIS-11 m , O COL EXIST m u� I DRAVDIG TTZE: GC SHALL INSTALL CENTRAL AC SYSTEhL FIRST FLOOR PLAN/ ONE ZONE FOR FIRST FLOOR AND ONE ZONE P BASEMENT PLAN FOR THE SECOND FLOOR LOCATE AIR HANDLER IN THE BASEMENT ON RISERS IN CASE OF FLOODING. m SECOND AIR HANDLER TO ATTIC OF IQJEE SPACE ON SECOND FLOOR REVIEW DIFFUSER LOCATIONS _ WITH 01.NER OR ARCHITECT. EXIST EXIST AC CONTRACTOR TO DETERMINE LOADS AND GUSTAVSON REQUIRED TONNAGE AND SUBMIT CALCULATIONS FOR REVIEW. FILE AND OBTAIN APPROVALS. DUNDES E_1 E_1 EXTEND HEATING SYSTEM AS REQUIRED FOR LIVING AZOI SPACE ON SECOND FLOOR DETERMINE IF EXISTING A20I NOT WATER HEATER IS ADEQUATE FOR ADDITIONAL FULL BATH AND REPLACE OR ADD SECOND HU1L TEL:(2T2)-251-0212 P I BASEMENT PLAN P z FIRST FLOOR PLAN ARCISITECT AI01 SCALE 1/4" 1'-0.1 AI01 SCALE 1/4" I'-0" ®N ®N PROJECT NO: Z(,P[•ARC 2311 eV a Follp 0 c SCALE: REWSION NO.- IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, •. ;t AUG 16,2024 UNLESS ACTING UNDER THE DIRECTION OF A ISSUE DATE: LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. sEAc DEC.Fi,2023 IF AN ITEM BEARING THE SEAL OF AN ARCHITECT DRAAUJG FILE: IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX A101FIR57LOORPLAN SUBMIT COPIES OF TO HIS ITEM THE SEAL AND THE NOTATION DRAWNG NO: AIR CONDITIONING "ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 14 - 101 Gustayson/Dundee COPYRIGHT 0 2024 AU.MGM RD33RVD0 CONSOLTANTS: RSPIsloNs. Q MAR 13,2024 DOB COMMENTS 0 AUG 16,2024 E-3 5 1 E-3 S I A201 A301 A201 A301 NEW RAILNG 3'-0'H EXISTII�1^a SHOWEOUTDOOR NEW DECKING 4 RAILWG, OUTDOOR 6FI01lER NEW CONTINUO S BELOW REVIEW MATERIAL 9NOILER BELOW yn T PECK OPTIONS W/OWNER FOR SEAMLESS GUTTERS DECK BELOW W I FRICNG tL 0 414 SADDLE AT NEW OOATRLUOUS DOOR TOAT20M SEAMLESS GUTTERS IX19TWRa O DECK NAIR9 BELOW i �Qpp CENTER, ° SHGE RL7F n W�OWBEL W 104 NW CON0J10U9 © — v N 9EAMESS GTTERS DOORS CENTERD NROOI I O A20I x W=�a ROOF A2OI �QROOM 3 mt _ MAST y _ L—J 0 $ EXISTMC14R44ET Q • NEW AT 2 — -- r— 03� TO BE EXTENDED -p NEW ASP14ALT I 8'-0° NEW FIXTURES, CH B' NI I II A9 PER CODE SwRr.LE ROOF x O L_.SOD FL. TILE,RADIANT . -1 HEAT FLR Y CHI B'-0° I II E-4 a E WOOD F4. I II A201 I s I 0•-4Y — RIDGE IL—J I ° r I ° I II IXISTWG 1r -I I 105 �P I I I II IXI9TWG RIDGE RIDGE DOORS BELOW `�ATTIO L _ __J: II x U NEU ASPHALT SHWGLE ROOF, —F_-- _ m9 1�1 H r—�ATCH -- - I I © E-4 : GAF Tn BERLOE L_J 3080 3080 I I Q2OI L_J NEW ASPHALT IXI9T SHRYaLE ROOF _ DN PROJEcr - NAYd: 1° ' • A ADDITION/ALTERATIONS 108 I I ` 10x `� 103 1� x 0 A NEW x G1� 1I��� j j •'� `' •'° y FRANKENBACI-I RESIDENCE 4NF k b b L_J f akb NA�H HF� "...... 3140 MINNEHAHA BLVD. a I NEW C a SOUTHOLD,NY 119l1 6�6 UTTERS NEW T 6H ROOF NEW ASPHALT DRAM0 TITLE: I0' E Rom SECOND FLOOR PLAN/ e'- ° 4'-I• ROOF PLAN NEW CONTINUOUS • • SEAMLESS GUTTERS E-I Ex19TWG STAIRS BELOW DUNDES A201 E-1 A201 _P I PROPOSED SECOND FLOOR PLAN P 2 ROOF PLAN AR.EHSITENCTUREIG A102 SCALE 1/4" = 1'-0" A102 SCALE 1/4" 1'-0" ®N ®N PROJECT NO: oA�Pe.All a 231� g REVISION Na. IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, m ••4,5E Z AUG 1&,2024 UNLESS ACTING UNDER THE DIRECTION OF A Issue DATE. LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. saAL DEC.ro,2023 IF AN ITEM BEARING THE SEAL OF AN ARCHITECT DRAWNG F". 15 ALTERED,THE ALTERING ARCHITECT SHALL AFFIX A1028ECONDFLOOR TO HIS ITEM THE SEAL AND THE NOTATION DRAW=N0: "ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. A - 102 Gustayson/Dundee COPYRIGHT ® 2024 ° .UL RIGHTS RESERVED CONSULTANTS: EXISTNG 51DNG TO REMAIN,MATCH EMEND Ex18TNG SIDING AT AREAS OF NEW WORK AND/OR C 4R'MEY AS PER CODE PATCH REPAIR AS REQUIRED. 12 G.C.TO PROVIDE ALTERNATE PRICING TO r RE-SIDE ENTIRE HOUSE. EXe MATCH I 12 MATCH SLOPE AT_ASPHAL SHLEE ROOP. I NEW ASPHALT FRET ING RrvmoNs: GAF TIMDERLM BHMGLE ROOF. 12 ' 12 GAF TIMBERLM MAR 13,2024 gr gr NEW GUTTERS — — — — — — — — — — — — — — — — — — = — — — — — — — — — — —.— — — — — — — — - DOB COMMENTS . Z 0 AUG 16,2024 o © O LR1E OF EXIST ROOF NEW DECKING 4 I 0 a 3'-O°H RAILING NEW ASPHALT 1 PITCH DECK—3 AT ROOF DECK OWMI F RDDF, GAF TIMBERLNE Ii NEW GUTTERS 8ECOND FLR . NEW UlTTERB — _ NEW CURERS Ex�ST / EAT 1 e ^ IS EIIST XI9 IXIST E)f.IBT EXIST EXIST ❑❑❑❑ I ` FIRST FLR ❑ E sT I Q 1 LLJJJ X CaR4DE EXIBTMG FRONT I I I I I I ExNSTMG I I IXIeTWG I I I I STOOP I BILCO DOOR STOOP II II II II II II II II II II --------------JI LII I I --------� I L------------ II ------------- II II II II II II II II II II II II II II II II _ E I PROPOSED FRONT ELEVATION 2 PROPOSED SIDE ELEVATION A201 SCALE = 1/4" = 1'-0" A2OI SCALE = 1/4" = I'-0" EMEND EXISTMG CHIMNEY AS PER ' CODE EXTEND EXIsTw. CHIMEY As PER CODE 12 EXI5TNG SIDNG TO REMAN,MATCH MATCH EXBITMG NEW ASPHALT NEW ASPHALT 51DN5 AT AREAS OF NEW WORK AND/OR — PATCH 4 REPAIR AS REQUIRED. MATCH 12 GAF TT MBE M G��MBSRME G.C.TO PROVIDE ALTERNATE PRICING TO 5LOPE AT F RE-SIDE ENTIRE HOUSE FRONT NEW ASPHALT PROJECT NAYS, SHIMLE ROOF, GAF T1MBRE ADD ITION/ALTERATIONS NEW GUTTERS I NEW GUTTERS NEW GUTTERS — — — — — — — — — — — — — — — — — — — — — — FRANKENBACH RESIDENCE \ 3140 MINNEHAHA BLVD. F raw 4 IX T ROOF ® SOUTHOLD,NY I191I NEW DECKR4G 4 3'-O°H R41LMG 9 p T ROOF F DEC a 104 10'1 NEW ASPHALT AT ROfF DECK PITCH DECK = DRA■INC TITLE: AT ROOF DECK �IN7 LIMBMR,E PROPOSED EXTERIOR ELEVS. EM= — — — — — — — - - — —— — SECOND FLR — NEW G 11 TTERB — (1 NEW G1ITTERS NEW GUTTERS IXIBT EXIST IXIST 0 © EXIST EXIST IXIBT EXIST GUSTA VSON EXIST XIS ,.. O DUNDES \ / 111 Lill\ / FIRST RR — '— N — GRADE W I I I I I EXISTINR Tq RlErwwG opWN I I I I I I I I I I I I I 5HO UE I I I I I I II II _ II ---- -- -- - - ��------- ------------- II II --- ARCHITECTURE -------LL------------------- 8, DESIGN ---� �--- II II II II II I I I PRo78CT No: 2311 J C �1 t�pC°bsc RMSIDN NO. E 3 PROPOSED REAR ELEVATION E 4 PROPOSED SIDE ELEVATION IT IS A VIOLATION OF THE LAW FOR ANY PERSON, •• o' AUG 16,2024 A201 SCALE - 1/4" - 1'-0" A201- SCALE = 1/4" = 1'-0" UNLESS ACTING UNDER THE DIRECTION OF A rsSus DATE: LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. ssAL DEC.6,2023 IF AN ITEM BEARING THE SEAL OF AN ARCHITECT DRANZVO ME. IS ALTERED,THE ALTERINCs ARCHITECT SHALL AFFIX A201ELEVATION5 TO HIS ITEM THE SEAL AND THE NOTATION DRANMO No: "ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Guetavaon/Dundee CDPYRICET 2024 ALL MUM RESERVED METAL CONSULTANTS: ' RIDGE FLA.BWPIG (2)H•LA.RIDGE BOARD MATCH 12 / EXIST / / ]M=oss MAR 13,2024 BUILD ROOF EAVES TO MATW EXISTI G / Em COLLAR TIES MB•O.G DOB COMMENTS ASPHALT WDCLED / o✓RZI eolwD wDILATIOH Q2 AUG 16,2024 ON%-COX P.YDDO'D / STRAP TO RAFTERS SHEATHDG TO CCPOR9 TO MAMPAOTWgR3 RE(a,IRB�ET,Te // UNFINISHED ° +,0 uiR;,wIaeATION°O ATTIC •VAPOR BARRIER O BREATHERS / WITHR21 BAn DISLATIM OC I ATTIC / AND VAPOR BARRIER BULDM PAPER NEW 2xS IS-OG NEIU 2xs o IS'OG STRAP R.?•E W/Al TO — — — — — — — — — METAL WURiiCA1ff RAFTER TIE 'JOISTS BELOW SNOW.ICE SHIELD _ _ _ _ _Attic FL. AT 2ND FLOOR.INSTALL R21 BABETTT �S 2 X B OG W ETWG LL•TffR9AL DIMILATILN MASTER Wl 8OLMf INSULATION W/VAPOR BARRIER TYP- MAL FLASHMETAL GITTTERD / — OVER FASOI4lal® pEDROOM NEW POSTS•RAILWG L WE M CNIe CEILDG 04 4°14 SADDLE AT COMPOSITE DECKWG MATERIAL •� DOOR TO(FROM DECK CLOSED CELL SPRAY FOAM UDOD SOFFIT CRON MOLDWG _ INSULATION UNDER DECK UY CONT.VENT EXISTW.2X5 INEW 2x5 Ir'Or— I N NEW 2x8 NEW UOX49 NEW 9-9-1/2-'-LVL HEADER ADER x eD2Y. STEEL BEAM E EXIST EXIST EXIST 7EC0 J019T HANGER MASTER LIVING RM KITCHEN FAMILY RM BEDROOM s I32C19TWG STAIRS 2 X S.WOOD STUDS IS-OC . WITH 01 BATT NSW ATON MID VAPOR BARRIER PAD OUT WALLS W EXISTU — — BFDROGMS AT 90 FLOOR. INSTALL R21 BATt noun nTlOFl y,oW0 UY VAPOR BARRIER T1P. AIR SEAL EXTERIOR WALL(TTPJ 3/4•CDX PLYWDOO SHEATHS G WITH HOUSE WRAP EXIST BASEMENTME uLroD BADE - HS STEEL STRAP TO ATTACH WOOD BOOR AND SUS-FLOOROno ro BAND JOIST ON EVERY2nd FL. RM JOBT 2XS-S°OG _/R24 SOVlD NS LATION NB STEEL STRAP EACH JOIST TO LD.ff OF NEW GDB CELPYa ATTACH JOIST TO EXISIM WALL PLATE emDY° - s I HOUSE SECTION EXISTING A301 SCALE = 1/411 I'-0" LIVING RM. FRwscr NAArs: ADDITION/ALTERATIONS FRANKENBACH RESIDENCE AIR SEALING AT SEAMS ANo"We ON EXTERIOR WALLS 3140 MINNEHAdA BLVD. SOUTHOLD,NY 119'11 NEW WOOD BASE DRAIRNC 97TL6: — — — — — Ist FL_ HOUSE SECTION/ TYPICAL WALL SECTION EXISTWG 2x TO REMAIN — — — _ NEW POST$A RAILWG GRADE COMPOSITE DEHXRI:MATERIAL EPDM ROOFRG 8Y97EYI TWAUNFINISHED BASEMENT ��OVERF��ASCIA BOARD OVER F —SIDWG CLOSED CELL SPRA7 FOAM INSULATION CIDER DECK TECO JOIST HANGER NEW(2)I.3/4-x NEW WINDOWS Bsmnt FL. E-v2•LVL HEADER s 3 ROOF SECTION AT FAMILY RM FRmcr NO: A301 SCALE 3/4" I'-0" e`o� `oai"v= 311 s2O(= �4 R9=0N NO. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, o •.�`o` AUG 16,2024 UNLESS ACTING UNDER THE DIRECTION OF A Issys DOW. S 2 TYPICAL WALL SECTION LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. sr,,. DEC.6,2023 IF AN ITEM BEARING THE SEAL OF AN ARCHITECT DRAMING FILE: A301 SCALE = 3/411 1'-0" IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX A301SECTION TO HIS ITEM THE SEAL AND THE NOTATION DRA►INC NO.- "ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. DOOR SCHEDULE WINDOW SCHEDULE WINDOW SPECIFIGATIONS Gustayson/Dundee COPTOIORT C 2024 DOOR• LOCATION(FROM/TO) TYPE MAT/FIN SIZE(W x H x T) REMARKS TAG I WINDOW SPEC No. LOCATION TYPE QTY. COMMENTS a RlCm RESEVWD I. ALL WINDOWS TO BE"ANDERSEN 400 SERIES"DOUBLE HUNG,AWNING, • SECOND FLOOR FIRST FLOOR CASEMENT,FIXED,OVAL AND TRANSOM. CONSNLr•M° CLAD WINDOWS,INSULATED GLASS,HIGH PERFORMANCE LOW E WITH ARGON 101 STAIR HALL TO MASTER BEDROOM' A WOOD/PTD V-6•x iI x 1-3/4• .Q MATCH EXISTING FAMILY ROOM DOABLE WLW3 I 102 MASTER BEDROOM TO CLOSET A WOOD/PTD (2)I'-6°x W-4°x 1-3/4° CUSTOM HEIGHT Q MATCH EXISTING FAMILY ROOM DOUBLE WUNG 'I GENERAL SPE C IF I CATIONS 103 MASTER BEDROOM TO CLOSET A WOOD/PTD (2)I'-6°x V-4°x 1-3/4" CUSTOM HEIGHT SECOND FLOOR 1. EXTERIOR COLOR TO BE WHITE OR AS DIRECTED BY OWNER. RRWS)ONS: 104 MASTER BEDROOM TO DECK C WOOD/CLAD/PTD (2)2'-6°x 6'-4°x 1-3/4• CUSTOM HEIGHT/ © WD142436 MASTER BEDROOM DOABLE HUNG 1 2. INTERIOR TO BE PRIMED WHITE.(CONSULT W/OWNER/ARCHITECT). QI MAR 13,2024 TEMPERED GLASS 3. GLAZING TO BE DUAL PANE,ARGON BLEND FILLED WITH HIGH PERFORMANCE DOB COMMENTS 105 STAIR HALL TO BATHROOM A WOOD/PTD 2'-4•x V-S'x 1-3/4" <D WDH2436 MA57ER BEDROOM DOUBLE HUNG 1 LOW E COATING. 0 AUG Jr,,2024 4. HALF SCREENS OF HIGH TRANSPARENCY MESH WHEN CALLED ON SCHEDULE. 106 STAIR WALL TO BEDROOM 3 A WOOD/PTO 2'-6"x 6'-8°x 1-3/4• © AN41 BATH 2 AWNNG I TEMPERED GLASS 5. INTERIOR HARDWARE COLOR TO BE DARK BRONZE,041TE OR BRIGHT BRASS AS NOTED ON SCHEDULE. CONFIRM ALL WITH OWNER 10l BEDROOM 3 TO DECK B WOOD/CLAD/PTD 2'-0°x 6'-4°x 1-3/4" CUSTOM HEIGHT/ OF WDW2036 BEDROOM 3 DOUBLE HUNG I 6. EXTENDED JAMBS FOR NEW 2 X 6 CONSTRUCTION WHERE REQUIRED TEMPERED GLASS 7. INCLUDE 2"THICK SILL NOSING 108 BEDROOM 3 TO CLOSET A WOOD/PTD (2)I'-6°x V-4°x 1-3/4• CUSTOM 14EIGHT GO WD142O36 BEDROOM 3 DOUBLE"G 1 B. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION DOOR NOTES <E> W0142O210 BEDROOM 3 DOUBLE HUNG 1 S. 5/8"TH.GWB AS INTERIOR FINISH(TYP) 10.MOLDINGS ON ALL WINDOWS TO BE SELECTED. -ALL NTERIOR DOORS TO BE WOOD(EXCEPT WWERE NOTED) O WDWO32 BEDROOM 3 DOUBLE HUNG 1 11. INSTALL COPPER FLASHING OVER ALL WINDOWS AND DOORS -INTERIOR WOOD DOORS BY TRU STILE OR SUN DOR WNGES BY STANLEY.SOUARE CUT. - 12. MINIMUM PERFORMANCE SPECIFICATIONS: -WOOD DOORS TO HAVE STRIKING TO MATCH E)(ISTNG.MDF STYLE PANEL Q WDH7032 MASTER BEDROOM DOUBLE HUNG I U FACTOR IS 032,SOLAR HEAT GAIN COEFFICIENT IS 030,R VALUE 3.13 -NO FORMALDEHYDE PERMITTED N ADHESIVES OR IN MANUFACTURNG OF DOORS 13. ALL WINDOWS TO BE ENERGY STAR RATED. -ALL PAINTS TO BE LOW OR ZERO VOC TO COMPLY WITH GLEN SEAL II 14. PROVIDE PLYWOOD STORM PANELS FOR NEW WINDOWS. DOOR TYPES ED' TYPE"A° TYPE"B" TYPE C. (W/WEATI-ERSTRIPPNG) (W/HEATHER STRIPPING) wR STAOC ROOF I 4• ' ATTIC PROJRCr NAME, ADDITION/ALTERATIONS i 1-VA•I '��- PLUMBING FIXTURES t FITTINGS WILL BE PURCHASED BY OWNER FRANKENSAGI-! RESIDENCE I a•I 1-IR° GC TO INSTALL. 3140 MINNEHAHA BLVD. 6ATH 2 i uv �Av T T SOUTHOLD,NY IM11 I ; ORelnxc rms SECOND FLOOR WINDOW 4 DOOR SCHEDULE/ ' PLUMBING RISER DIAGRAM • I 4• 'I ?�.�-I_I/A• NAET W EXISTING OL OCOAT OED 1-VA9 mil. 1'U2 GUSTAVSON EXIST 'i i - `-i'•V)• I I BATHI I uv I rater DUNDES 8i01'�" i FIRST FLOOR TEL:(212)-251-0212 I I 4- FRESH I WAME am ARCHITECTURE AIR 'vFXr eTaoc VENT F___ BASEMENT FLOOR = DESIGN I GRADE q•\ I `mil I PROJSCr NO: 4• etEaro An tia 2311 TO a I q. eyoea, •Rn p�'oa SOLE: SEWER SYSTEM HOUSE � REVISION NO: TRAP � IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, ••.+'`o` AUG*,2024 p I PLUMBING RISER DIAGRAM UNLESS ACTING UNDER THE DIRECTION OF A ISSUE DATE. LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. saAL DEC.6,2023 A501 NOT TO SCALE IF AN ITEM BEARING THE SEAL OF AN ARCHITECT DRAIANO FILE. 15 ALTERED,THE ALTERING ARCHITECT SHALL AFFIX AS0ISGHEDULE TO HIS ITEM THE SEAL AND THE NOTATION ORArIxc xo: "ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC m DESCRIPTION OF THE ALTERATION. LIGHTING SCHEDULE SYMBOLS L 1 5 T Gustayson/Dundee FUX1Um DESCRIPTION COPYRIGHT ® zo24 Neceeet=D DN Lemur Daw.Ir,�+r Lcc.ana� $ SW.aLE POLE SWITCH-LEVITON%21.IU Ao ALARM PANEL .e.I.Mans RESM eo 3 THREE WAY SWITCH-LEVITON 5623-W 0 DUPLEX RECEPTACLE-125V-ISA-U GROUND Gp m RECEBSW DN LKrR xwLrrrt uer LOCAnoN $ EQUAL TO LEVITON%262-W DECORATWE F ANr PUCAsVE5CENr PENDANT a FOUR WAY SWITCH-LEVITON%24-W rh roxsTrzr�N7s: 71 SAME AS ABOVE EXCEPT HALF b11JITC}gD uUau ecua-2 �'��•C E�TI EXTERIOR LIGHT FIXTURE-MD ScoNCE MOTION DETECTOR A SWITCHED R DUPLEX RECEPTACLE-125V-2OA-U GROUND(l y g eu ACE KID.DEODR TIVE TT EQUAL TO LEVITM%362-W. SEPARATE CIRCUIT Y ecoNCE/EXTEMOR UET L= SMOKE DETECTOR CE AA 04 LP / CLO5ET LI ON JAM®a o4 GFI 0 DUPLEX RECEPTACLE-125V-15A GROUND CO DETECTOR-(IS"AFF.TYPICAL) FAULT MTE@IPTER EQUAL TO LEVITON'65BS-W N 1AIDER CARPET LK LED STRIP LIGHT ®P SLN�ACE MM.CELM PORCM.AN BASE W-MM5CENT T THERMOSTAT OFI g DUPLEX RECEPTACLE-125v-20A GR RsvlSfo EFZ TOILET EXHAUST FAN FAULT FAULT INTEIaIPTER EQUAL i0 LEVITON%85890-W M Q MAR 13,2024 M6 CEIL FAN O V/I ATV CABLE TNTERNET CONXECTIOWCAT WIRE UP yT EXTERIOR DUPLEX RECEPTACLE W/COVER V V V T D08 COMMENTS wire.ALL uwraEs ro BE DP4ED ) J JUNCTION BOX FOR APPLIANCES AUG 16,2024 � DECK . EXIST FAMILY ROOM EXIST NOLrnac _ --� --� LAUNDRY DI DI NOWOW D I D WAJ ' A MASTER l __ 1 3 PH �REDROOM�Iv r---- EXIST GARAGE EXIST BEDROOM 2 QTH EXIST KITCHEN —JaNO uloRIc NO WORIcNO r 'IWEEK L L -- _ _ _ 1 'I D e DW REF \\ ii II F L—J - PROJECT NAME: I I ADDITION/ALTERATIONS EXIST BEDROOM I EXIST LIVING ROOM I a 1 I ZS FRANKENBA A RESIDENCE mW4W4 "I a ��i a ou l 3140 MINNEHAHA BLVD. NO wow NO UIORIc #HW#HddHFI## L_J HH##I##bb dl#I#H#lkNHhb nm ui�I uun Nw in IIl „w iii uiiiili SOUTHOLD,NY 11911 I I DRAEMG mm. — -- FIRST d SECOND FLOOR ELECTRICAL PLANS • I I PRDVUDE EXTERIOR PROVIDE EXTERIOR . SECURITY LIGMNG AS SECURITY LIGMING AS RE(iIESTED BY OUIgR REQUESTED BY OWgR P iFIRST FLOOR ELECTRICAL PLAN P Z SECOND FLOOR ELECTRICAL PLAN E101 SCALE = 1/4" - 1'-0" E101 SCALE 1/4" 1'-0" PROTECT N0: n, 231-1 <<E so C fo�� hir SCALE: PsmioN No: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, •��° a AUG 16,2024 ! UNLESS ACTING UNDER THE DIRECTION OF A ISSUE DATE: LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. SEAL DEC.6,2023 IF AN ITEM BEARING THE SEAL OF AN ARCHITECT DRAWNG FILE: IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX EIVELECTRICALPLAN TO HIS ITEM THE SEAL AND THE NOTATION DRARnNC NO: "ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 1 G� an/a mdee isam" • 1, - nEEMAR 13,2024 GAPAGE,-02-CKVM SITE SECTION AT NEAMST POINT OF FROPEIM Y Lm To WO SE BRldC PATIO �!- ", :: 2 pE / 0 / Q , !� A"+ice 4'ANAL`r'S15 f / f r U 6AV SF 0 Y1 5F EJ(ISTIf4t^s DWELLMG 4 TIIrs — SHUMPAWA I11 Qr ® (dd16:42'SF i f M OF FU -- L-- ----------- ---=-- -- 0-- —_—_ /..� 323 SP EiUEiTNG UARA M IST aal�arrca - -- /-- }' ADD OWALTERATIONS 4 % / I / _ 0 MOTNG LOT AREIYCONEl2AGE 1,238 SP PFX*'0SMD LOT AREA.CQv�igAC�- 423e SF FRAI�IBAC 4 REBID 3140 MMM4ANA BLVD. ! Q CND GHAIJGE TO.Lwi-ARE4.COtiERACsFJ SOUMOLD,NY IISII l" / aas' arm abr WE PLAN 2ON64tsCALGULATfONB ,�'`' r .' �ey : �*Oi•IriCs INFORM 4Tlc�ht Z. cdpdreL DRs�r p:,:::::::: :' ": e :..... ;./. . .. ..:.. 1::; W i W DIsTmcr= RamDUNDE I 92,4m N w'- —r. 4;:::::::::.:."`.:.:: RL Odd 9 3 N 3493'0D W OBv �`. .:'.:. >';::r"::" ?,:n;- ,r `` LOT= 40 E:otic A(LOUJABLE LOT COVER S■20 MINNEI-IAHA ISOULEVARV TOTAL ALLOWA9LE LOT cob j tz4c,8 = 1,584 SP OXIBTWO Lot AREA■;1,92b SP EXIBTNG TOTAL LOT e}1,2w 3SF Nab:k raomr RACFE'• . p1SpP03ED LOT COti�?AffiE=113Et�F, 15b 9G 931T' (NO CI•ANGE 1K.LM COVERAGE) BMW YARD SMACKS- P IFLAN SITE FpzW-WTMACK -35'MN t$Ecii RW MAR 0,2024 SURVEY Il�OIc�64T10N.TAKE71 iiaCM �',',, •c . SCALE= V9• REAi2.:�3$'M REC�IJIRJ:D t' CAN GARY BEtL�"L8: � ''' aye," 6.202.3 DATED Imll5rtmsl:..' SIDS YARD'$ETSAaC A-'0'MIN.REo=FmD JrA=MZe 8io> YARC SETBACK e=IS!Mn FIRCU ED 'A00231TEPLAN r "Exl$TNG.PWeLLNG:tSNON- NG W{TH RESPECTTo I= 0O1�ORt 7 ...... ;;;.: REAR<TA 78E71 ACK r � S G T.M1 NO. THE AREA OF THIS PROPERTY IS 7,928 OR a I82 ACRES ��/ t 1000 - 87 - 3 - 40 SURVEY OF: aEAMIDasrINRICLEARING IS 7,928 DESCRIBED PROPERTY a 'tt AuowAa�.E�acov�:A����t�� SITUATED IN:SOUTNOLD DGSnNG COVERAGE IS 1,238 &F (1&6* TOWN OP SOUTNOW SUFFaX COUNTY, NEW YOW DAM- 1011512021 7 .- JOB NO. G21-7537 mo14-j �� -\r SCALE: 1" = 20' OR F0� W�A Fc.-1 Now Mp,UR g' 0 O , ti 01 *.1410- -- --- �` S`'y�► '� • GUARANTEES INDICATED SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND/OR AGENCY, AND ARE � I V g law 6 NOT TRANSFERABLE. �.k l CERTIFIED TO: • OCT 2 5 2024 Linda-Frankenbach Spvno Abstract Service Corp. southold TO 7-Me No. SP46437--S ` 1 eoardofTstees First American TTfle Insurance Co. LY of - 'A � ' •�10'� • ' •, IZ FORMER _ Q GARY BENZ, L.S. _,�, ►�s LANO pts .�pP Surveying and Lend Planning °A 0 ` "y 527-B Hawkim Avenue \ Ronkonkoma, N.Y. 11779 I GaryBeatzlS@Yahoo.com (631) 648-9348 THE EXIS71 NCE OF RIGHT OF WAYS, WETLANDS, UNDER GROUND U771177E UNAUTHORIZED ALTERA770N OR AD017701V THIS SURVEY IS A COPIES OF THIS SURVEY MAP NOT'BEARING 77-E LAND SURVEYOR'S INKED SEAL AND/OR EASE7WE NTS OF RECORD IF ANY, NOT SHOWN ARE NOTGUARAMTEED. VIOLATION OF SECTION 7209 OF 771E NEW SME' 6DUCA77ON LAW. OR EMaoSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID 7RUE COPY. GENERAL. NOTES LEGEND L i5T OF DRAWING& Gustayson/Dundes COPYRIGHT CC 2024 ALL RIGHTS RESERVED 1. All work shall comply with the requirements of all local 21, The General Contractor's and Subcontractor's required i EXISTING WALL TO REMAIN ® WINDOW DESIGNATION - EXAMPLE CUDH 2424 A-001 GENERAL NOTES, LIST OF DRAWINGS, laws and regulations including all national, state and minimum coverage and limits of liability: LEGEND, LOCATION PLAN local codes and recuirements of the owner's. C - _ - EXISTING TO BE REMOVED O DOOR DESIGNATION - 3684 = 36" x 84" OR 3'-0" x 7'-0" CONSULTANTS: Insurance carrier. A. Worker's compensation and employer's liability A-002 SITE PLAN, ZONING INFORMATION insurance, with limits of no less than $100,000 and NEW PARTITION FROM FLOOR TO ZEF EXHAUST FAN - aO CFM OR AS NOTED IN SPECIFICATIONS A-003 BUILDING DEPARTMENT COMPLIANCE INFO. 2. Contractors submitting proposals for this project shall as required by employees benefit act or other UNDERSIDE OF STRUCTURE ABOVE: first examine the site and conditions thereon, and statutes applicable where the work is to be 2x4 OR 2x6 WOOD STUDS, 16" O.G. WITH SMOKE DETECTOR A-004 DEMOLITION PLAN AND NOTES shall take into consideration all conditions performed as will protect owner's contractors 1 LAYER '/2" OR eNs"GWB EACH SIDE. SD HARD WIRED WITH BATTERY BACK-UP proposals OR EXTERIOR WALL CONSTRUCTION as they affect the work under this contract. Failure to from any and all liability under the aforementioned SEE TYPICAL IUALL SECTION A-101 BASEMENT $ FIRST FLOOR PLANS REVISIONS: examine the site shall not relieve the contractor of acts or statutes. CO- CARBON MONOXIDE DETECTOR the necE:ssity to provide any and all work that may be ® SPECIAL PARTITION - SEE DRAWING A-102 SECOND FLOOR 4 ROOF PLAN Q MAR 13, 2024 required to complete the job without additional cost B. Comprehensive general liability insurance (including � MLAE�v�TRION, SECTION OR DETAIL s and contractors future liability insurance) A-201 EXTERIOR ELEVATIONS DOB COMMENTS owner to the owner, y 0 CONCRETE FOUNDATION OR SLAB with the following minimum limits of liability: HB HOSE BIBS 2Q AUG 16 2024 3. Work shall not commence until an approval has been HD HOLD DOWN BRACKET A-301 TYPICAL WALL SECTION $ HOUSE SECTION obtained from the owner and a building permit has a, Bodily injury liability, been secured. Owner shall determine commencement each occurrence $1,000,000, OWNERS WORK A-501 WINDOW AND DOOR SCHEDULE date and shall notify General Contractor. PLUMBING AND GAS RISER DIAGRAMS b. Bodily injury liability, 4. Contractor shall pay for and obtain all permits required aggregate $1,000,000. Owner shall purchase the following items: E-101 FIRST $ SECOND FL. ELECTRICAL PLAN for his work Cost of said permits shall be paid for by the contractor. This includes all inspections by c. Property damage liability, 1. Plumbing fixtures fittings. Material only. G.G. to install. authorities having jurisdiction, each occurrence $1,000,000, 2. Bathroom floor 4 wall tile. Material only. G.C. to install 5. Contractors shall have approved working drawings and d. Property damage liability, 3. Decorative lighting fixtures. G.C. to install, building department-approved permit drawings on site. aggregate $1,000,000. All recessed lightiing supplied and installed by G.C.. Contractor shall display buiidin permits and shall 1, p y gp arrange for all required inspections, e. Property injury liability, 4. Toilet accessories. Materials only. G.C. to install. 4 ; aggregate $1,000,000. CC 5. Bathroom vanities. Material � installation. G.C, to ``� i 2 5 cl?2�r �• Contractor shall versify all dimensions and conditions coordinate lumbin installation. in the field prior to start of work It is his sole Such insurance shall provide coverage for p g SmAhold Town responsibility to verify clear heights within the premises. explosion, collapse and underground exposures Board of Trustees All discrepancies shall be reported to the architect. and contractual liability coverage and shall insure Failure to do so puts all responsibility for dimensional owner's contractors against any and all claims for errors on the General Contractor. personal injury, including death resulting therefrom and damage to property of others arising from CO„iPL_ iANCE NOTES 7. Do not scale drawings. G.C. is responsible for operations under contracts whether such operations verifying all dimensions. are performed by owner's contractors or by anyone directly or indirectly employed by any of them, 1. All work shall comply with the requirements of the S, All contractors shall be bondable, licensed contractors 2020 New `fork State Residential Code, possessing good labor relations and must be capable C. Comprehensive automobile liability insurance of performing quality workmanship and must coordinate including the ownership, maintenance and operation 2. Manual used for framing design is 2018 SBC work with other contractors working on this project. of any automotive equipment owned, hired, and non-owned in the following minimum amounts: High Wind Wood Frame Construction Manual from 13, The general conditions of the contract for construction, American Forest 4 Paper Assoc. and The American Wood Council. AIA Document 4201, latest edition, shall apply to this a. Bodily injury liability, 3. Design of hurricane straps and other ties from the project as if written herein• Contractor shall comply each person $1,000,000, Simpson Strong-Tie food Construction Connectors Ca to log. with all requirements listed in AIA Document A201, Copies of this document are available for review at b. Bodily injury liability, 4. Wind Speed 110 MPH, the architect's office. each occurrence $1,000,000. 10, Prior to commencement of work, contractor shall supply c, Property damage liability, L.00ATiON PL_14N NOT TO SCALE a list of the names, addresses, and telephone numbers each occurrence $1,000,000, of the subcontractors to be used on this project. D, Construction shall not commence until certificates 11, Contractor shall comply with all provisions of the of insurance have been delivered to owner. SECTION = 0-1 Occupational Safety and Health Act, O BLOCK = 3 E. Indemnity: Contractor shall fully protect, defend, 12. G.C, shall apply for and pay for all utility meters and indemnify and save harmless owner, architect, and �{� LOT 40 all temporary utility services, as required. engineers against all liability judgments, damages, J� PROJECT NAME: ,ADD ITION/ALTRATIONS costs and expenses, including attorneys fees, 13, Contractor shall endeavor to build addition so that arising from any and all claims relating to the it appears to have been original to the dwelling. performance or non-performance of tenant's work �� IT IS A VIOLATION OF THE LAUD FOR ANY PERSON, Therefore all mouldings, sizes and alignments are FR�4NKNB�4C�-I fi� SIDNC� � � UNLESS ACTING UNDER THE DIRECTION OF A critical to create the desired effect. 22. The architect and engineers shall not be responsible fi LICENSED ARCHITECT TO ALTER AN ITEM IN ANY WAY. 3140 MINNEHAHA BLVD. for the contractors' methods and means of construction. "�' IF AN ITEM BEARING THE SEAL OF AN ARCHITECT SOUTHOLD, NY 11971 14, Construction equipment and materials are to be located � IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX in confined areas and shall not block exits during 23. Guarantees for all work shall be for a period of one V TO HIS ITEM THE SEAL AND THE NOTATION DRAWING TITLE: construction. items shall be stored as directed by year, unless otherwise noted. Contractor shall furnish to "ALTERED BY" FOLLOWED BY HiS SIGNATURE AND GENERAL NOTES, owner, the owner a written guarantee stipulating that, at no 10 THE DATE OF SUCH ALTERATION, AND A SPECIFIC LIST OF DRAWINGS, additional cost, any defective work materials shall be O DESCRIPTION OF THE ALTERATION. LEGEND 4 15, All wood shall be kiln-dried, mill quality finish with repaired or replaced for a period of one year, after { LOCATION PLAN compressive strengths as stated in drawings. acceptance of work, unless otherwise noted. K�\ GENERAL CONTRACTOR TO PROVIDE THE 1(o. Contractor shall be responsible for daily removal of NORTH FOLLOWING AT COMPLETION OF PROJECT: trash rubbish and surplus materials resultin from p g AFFIDAVIT OF FINAL COST s construction. O DECAL DESCRIBING FRAMING ON METER PAN ® ' r rounds for 11, The contractor shall supply all na i le s and g Fixtures, fittings, and equipment as required. ENERGY CODE CO1„IPL- iANC .F 15. No demoliton or alteration to the busiding structure will - be a Iloxed unless otherwise noted. THE PROPOSED PROJECT IS ANALYZED USING THE 2020 NEW PORK STATE ENERGY CODE. k 19. Prior to any excavation, G.G. shall contact local utility GENERAL CONTRACTOR SHALL POST A PERMANENT CERTIFICATE NEAR THE ELECTRICAL DISTRIBUTION and obtain approval for underground work DESIGN CONSIDERATIONS: SUFFOLK COUNTY - CLIMATE ZONE 4 (TABLE 301.1) PANELS LISTING ALL PREDOMINANT R-VALUES, 20, G.C. shall submit artiai lien waivers with each U FACTORS FOR FENESTRATION, TYPES OF p GROUND SNOW WIND DESIGN SUBJECT TO DAMAGE FROM ICE BARRIER SEISMIC DESIGN WIND DESIGN FLOOD AIR FREEZING MEAN ANNUAL application for payment. Application for payment LOAD (PSF) TOPOGRAPHICAL WIND BORNE CATEGORY FROST LINE TEMPERATURE UNDERLAYMENT HAZARDS INDEX TEMPERATURE EFFICIENCIES OF HEATING, COOLING AND SERVICE shall be made on standard A.I.A. form. SPEED (MPH) EFFECTS DEBRIS ZONE WEATHERING DEPTH TERMITE REQUIRED WATER EQUIPMENT AND OTHER ITEMS AS LISTED IN SECTION 401.3. PROJECT N0: 20 120 NO NO B SEVERE 31 MOD. TO HEAVY 13 YES ZONE X 4S& 52.9 GC shall submit drawings and forms to local Building .� ALL ITEMS LISTED IN SECTION 401.4.1- BUILDING Department for approvals and secure permit priorv ��uti:oRa�°ti; SCALE: THERMAL ENVELOPE SHALL BE DURABLY SEALED r to start of work INSULATION AND FENESTRATION REQUIREMENT BY COMPONENT TABLE 402.1.1 TO LIMIT INFILTRATION. COMPLIANCE SHALL BE x t ' � REVISION NO: 15io down payment, payments DEMONSTRATED BY EITHER A BLOWER TEST OR 2024 _ Contract shall Include '4uG 1�' p y ' p y REQUIRED CLIMATE ZONE 4 PROPOSED VISUAL INSPECTION. SEE 402.4.2.2 4 ISSUE DATE: each month for work completed with 10io reta inage. At substantial completion, retainage to be reduced GLAZING U-FACTOR 0.35 0.28 DEC �, 2023 to 5io with final payment made 30 days after CEILING R-49 R-38 (CONT. OVER TOP PLATE) ALL SUPPLY DUCTS IN ATTIC TO BE INSULATED TO completion of work (PARA. 402.2.1 PERMITS R-38) MINIMUM R-8. ALL OTHER DUCTS IN ATTIC TO BE SEAL: p INSULATED TO MINIMUM OF R-6, SEE SECTION 403, DRAWING FIL ,A001TITLE WALLS R-20 OR 13 + 5 CONT R-21 PLEASE BE ADVISED THAT TO THE BEST OF MY KNOWLEDGE, • AIA contract form to be used as basis for contract. FLOOR R-19 R-30 BELIEF AND PROFESSIONAL JUDGMENT, THESE PLANS AND RECESSED LIGHTING INTO BUILDING ENVELOPE DRAWINC 1: BSMT WALL R-13 INT R-IF SPECIFICATIONS ARE iN COMPLIANCE WITH NYS ENERGY CODE SHALL COMPLY WITH SECTION 402.4.3. _ CRAWL SPACE R-10/13 EXT/INT R-10/15 EXT/INT 00 Gustayson/Dundes COPYRIGHT Q 2024 ALL RIGHTS RESERVED CONSULTANTS: EXISTING CHIMNEY - NO CHANGE I I O REVISIONS: EXISTING Q MAR 13, 2024 GARAGE - NO DOB COMMENTS CHANGE `, ` B �� 45 D P__� Q AUG 1&, 2024 45 D IJ L 0 (� L 0 2 5 2�21, I i 0 ��❑� Southold Town ❑❑❑❑ Board of Trustees ❑DO❑ SITE SECTION AT NEAREST POINT OF PROPERTY LINE TO HOUSE CORE )' CREEK 8 O8 11 B 00 ro EXISTING / / 00 BRICK PATIO / ' AREA ANAL1515 Lu EXISTING // / ® &90 SF ENCLOSED SPOWER / / EXISTING DWELLING/ % ® 12 SF m / 2m.3' / 140�.42 SF EXISTING Z / PROPOSED 213 SF 1,833.95 SF L!1 I 163' DECK 323 SF EXISTING GARAGE — 4.7 595 SF SECOND FLOOR OZ EXISTING / i //� /% — ,/ _ SHADED AREA / '� �/� �°% — _ — _ OPO_SED-M:1 / .� EXISTING LOT AREA COVERAGE = 1,235 SF zQ �ARAGE _ / -4 — / I FLR ADDITION // 0 � PROPOSED LOT AREA COVERAGE 1,238 SF Z E - - - - —� - - - - - - - - - - - - - - - - - - - - - - - -EXIST4NG_ - - - - -- _ _ / / I EXISTING CELLAR - _ _ - / / tZ (NO CHANGE TO LOT AREA COVERAGE) PROJECT NAME: 0 / 1ST FLOOR ENTRANCE — / _ _ �/ ADDITION/ALTERATIONS 12.5 I LINE OF E> TI G — 2ND FUR FR�4NiKENB,4CI-4 RESfDENCE PROPOSED �� / ZONING INFORMATION 3140 MINNEHAHA BLVD. DORMERS Q SOUTHOLD, NY 119-I1 u � / I 4 r ZONING DISTRICT = R 40 SECTION = 87 DRAWING TITLE: SITE PLAN BLOCK = 3 ZONING CALCULATIONS o �s s�r LOT = 40 `^ cli GROSS SQUARE FOOTAGE FIRST FLOOR = 1,238 GSF /EXISTING 7( A to / cV GROSS SQUARE FOOTAGE SECOND FLOOR = 5135.95 GSF GRAVEL DRIVEWAY x TOTAL PROPOSED GROSS SQUARE FOOTAGE = 1,533.135 GSF ® , / �. ------- ------ — -- w— -- -- -- -- _—_-- ----------_ PROPOSED GROSS SQUARE FOOTAGE IS UNDER MAXIMUM ---__�_ / ALLOWABLE GROSS SQUARE FOOTAGE OF 2,100 SF � • N 34 13 00 W �2.40 N 26 ,/� LU 1.ro o t ALLOWABLE LOT COVERAGE = 20 io z• ' TOTAL ALLOWABLE LOT COVERAGE = 1,584 SF � r'I I N N E H A H A B O U L E A R D EXISTING LOT AREA = -i,928 SF EXISTING TOTAL LOT COVERAGE = 1238 SF, 15.E rof PROPOSED LOT COVERAGE = 1,238 SF, 15.(o ro (NO CHANGE IN LOT COVERAGE) PROJECT NO: 231-1 YARD SETBACKS: ���PoraRorUs � SCALE: Z I o ` FRONT SETBACK = 35' MIN. REQUIRED ,x - I °!? ' REVISION NO: P 5 1 TE FLAN REAR = 35' MIN. REQUIRED s 6 SURVEY INFORMATION TAKEN FROM r °. 0 495 G�- AUG 1(o, 2024 F A0O2 SCALE = 1/5" = 1'-0" SURVEY PREPARED 51' SIDE YARD SETBACK A = 10' MIN. REQUIRED ISSUE DATE: N GARY BENZ, L.S. SIDE YARD SETBACK B = 15' MIN. REQUIRED SEAL: DEC. (o, 2023 DATED 10/15/2021 DRA G FILE: 40025ITEPL_AN EXISTING DWELLING IS NON-CONFORMING WITH RESPECT TO DRAWING NO: REAR YARD SETBACK — � ( 2 BEAM and Gustayson/Dundes NAILING SCHEDULE (TABLE 3.1) Mg-' STRAP BLOCKING AT EN91ALL COPYRIGHT © 2024 MINIMUM ROOF LIVE LOADS 2% I.i'i ALL RIGHTS RESERVED (REO ®FOR ALL NEW CONSTRUCTION Af•D/CR PEW AC�ITION31 END JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING FLOOR SHEATHING C IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION ) DISTANCE ' RDA tO ' PLATE 3 - SD COMMON NAILS PER RAFTER eLocrcNa 2 BAvs RAFTER TO STRUCTURAL PANELS: TRIBUTARI' LOADED AREA ° ATTIC Banc®�°.a CONSULTANTS: (TOE NAILED? CEILING JOIST TO TOP PLATE 3 - SD COMMON NAILS PER JOIST SD COMMON NAILS 6" OC At PANEL EDGE AND 12" OC IN FIELD IN SQUARE FEET FOR ANT ROOF SLOPE STRUCTURAL MEMBER. (TOE NAILED) i DIAGONAL BOARD CEILING JOIST TO PARALLEL l - 16D COMMON NAILS EACH LAP RISE 4 I RAFTER (FACIE NAILED) 2 - 8D COMMON NAILS PER SUPPORT THAN 12 INCHES (NCHES PER FOOT (�j TO LESS 45 MST a secaD FL CEILING JOIST LAPS OVER I - I&D COMMON NAILS EACH LAP PARTITIONS (FACE NAILED) CEILING SHEATHING B BACK e K1r S 48'oa COLLAR TIE TO RAFTER 4 - SD COMMON NAILS PER TIE (FACE NAILED) 5D COOLERS -" AT PANEL EDGE AND 10" OG IN FIELD EXCEPTION: BLOCKING IS NOT REQUIRED WHEN AN MINIMUM UNIFORMLI' DISTRIBUTED LIVE LOADS 0 MAR 13, 2024 BLOCKING TO F:AFTER 2 - 8D COMMON NAILS EACH END ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO (TOE NAILED) l IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION ) BRACE THE GABLE ENDWALL OR WHEN A HIP ROOF DOB COMMENTS RIM BOARD TO RAFTER 2 - 16D COMMON NAILS EACH END SYSTEM IS USED (END NAILED) 60 ENDWALL BLOCKING DETAIL A AUG 161 2024 EXTERIOR BALCONIES LSTA24 20 GA RIDGE STRAP - 24" LONG WALL FRAMING HEADER SCHEDULE (TABLE 321) DECKS 40 TOP PLATE TO TOP PLATE 2 - 16D COMMON NAILS PER FOOT FOR 2 X 4 WALLS: ATTICS WITHOUT STORAGE 10 INSTALL 1114" WIDE 20 GA GALVANIZED 20 STRAPPING °016" OC WITH 2 - SD •YMCAL TYPICAL ATTICS WITH STORAGE(FACE NAILED) ALL OPENINGS 4'-6" OR LESS REQUIRE 2 - 2 X 8 MINIMUM 0 NAILS 6 EACH END. MIN. 12" BEARING SPACING CORNERS TOP PLATES AT INTERSECTIONS 4 - 16D COMMON NAILS JOINTS - EACH SIDE HEADER WITH 2 JACK STUDS EACH SIDE ROOMS OTHER THAN SLEEPING ROOMS 30 ON RAFTER SURFACE (PAGE NAILED) SLEEPING ROOMS 40 _ a . oc ctwo-atayt`_ fig° 8'0'O.C,(o Irrh ne star ALL OPENINGS 4'-6" TO 6'-O" REQUIRE 2 - 2 X 10 MINIMUM STAIRS r STUD TO STUD 2 - i6 D COMMON NAILS 24" OC WITH 2 JACK STUDS EACH SIDE 200 GUARD RAILS/ HANDRAILS � (FACE NAILED) FOR 2 X 6 WALLS: HEADER TO HEADER 16D COMMON NAILS 16" OC ALONG EDGES PLM (FACE NAILED) ALL OPENINGS LESS THEN 6'-0" REQUIRE 3 - 2 X 8 MINIMUM TOP OR BOTTOM PLATE 2 - 16D COMMON NAILS PER 2 X 4 STUD HEADER WITH 2 JACK STUDS EACH SIDE GLAZING PROTECTION FROM WIND BORNE DERI BS WH 'D ERE REQ ° TO STUD (END NAILED) 3 - 16D COMMON NAILS PER 2 X 6 STUD ALL OPENINGS 6'-0" t0 8'-0" REQUIRE 3 - 2 X 10 MINIMUM NOTE: PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF s•SO.x s/ts•WASHERS 4 - 16D COMMON NAILS PER 2 X 8 STUD WITH 2 JACK STUDS EACH SIDE '1/16" AND A MAXIMUM SPAN OF 8'-0" FOR EVERY WINDOW. PANELS ewrUP SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED WITH DOUBLE PLAT(SINGLEi(SE FOR SLAB ON ANY OPENINGS LARGER THEN SIXES LISTED OR SUBJECT TO GRADE APPLICATIONS) BOTTOM PLATE: TO FLOOR JOIST, 2 - 16D COMMON NAILS PER FOOT APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE POINT LOADS OR OTHER UNIQUE CONDITIONS REQUIRE s/B'.DIA.ANCI ti BANDJOIST, END JOIST OR A FLITCH BEAM OR OTHER ENGINEERED HEADER SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. BOLTS rYP) ' BLOCKING (FACIE NAILED) -POUR p ® �`il _'I'I" CONCRETE FASTENER TYPE FASTENER SPACING FOI,T�ATICfJ •; ° WALL ' FLOOR FRAMINGr TOP PLATE SPLICE DIMENSION (TABLE 320) PANEL SPAN PANEL SPAN PANEL SPAN SECnON 4'-0" 4'46" JOIST TO SILL, 'TOP PLATE 4 - 8D COMMON NAILS PER JOIST THE MINIMUM SPLICE DIMENSION FOR DOUBLE TOP PLATES 2 1/2" •6 WD. SCREWS 16" 12" V1 OR GIRDER (TOE NAILED) TO BE 4'-0" OR THREE STUDS BAYS 2 I/2" 08 WD. SCREWS I6" ib" 12" ANCHOR BOLT SPECIFICATION BRIDGING TO JOIST 2 - 8D COMMON NAILS EACH END DOUBLE TOP PLATES SHALL OVERLAP AT CORNERS AND (TOE NAILED) AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR LOAD BEARING WALLS 1. USE 5/8" DIA, ANCHOR BOLTS WITH MIN. 7 BLOCKING TO JOIST 2 - SD COMMON NAILS EACH END GENERAL NOTES EMBEDMENT INTO CONCRETE WITH 3" SQUARE X (TOE NAILED) 5/16" WASHERS AND END NUT SETUP SILL PLATE ANCHORAGE (TABLE 32A) MT530 - 16 GA STRAP FROM RAFTER TO STUD BELOW 2. ANCHOR BOLTS NOTED ARE NOT TO BE USED FOR BLOCKING TO SILL OR TOP 3 - 16D COMMON NAILS EACH BLOCK 1. ALL CONSTRUCTION IS TO CONFORM TO NYS AND LOCAL BUILDING CODES. OR REPLACED BY HOLD DOWNS FOR SHEARWALLS PLATE (TOE NAILED) ANCHOR DOUBLE PLATES TO FOUNDATION WITH 5/8" ANCHOR BOLTS 1 3. ONE ANCHOR BOLT TO BE LOCATED BETWEEN LEDGER STRIP TO BEAM 3 - 16D COMMON NAILS EACH JOIST 16" LONG V-0" OC WITH 3" SQUARE 1/8" TH. WASHERS 2. ALL PLUMBING IS t0 CONFORM TO COUNTY AND LOCAL HEALTH DEPT. INSTALL 1�a WIDE 20 GA GALVANIZED �o" MIN TO 12" MAX FROM ENDS AND CORNERS (PAGE NAILED) REQUIREMENTS. STRAPPING '�16 OC WITH 3 - SD START ANCHOR BOLTS 12" FROM EACH CORNER OR INSTALL NAILS 'a EACH END. MIN. 12" BEARING JOIST ON LEDGER TO BEAM 3 - SD COMMON NAILS PER JOIST SIMPSON HOLD DOWN AT CORNERS 3. ALL ELECTRICAL WORK IS TO CONFORM TO LOCAL, N.E.C. AND UNDERWRITERS ON STUD SURFACE (TOE NAILED) REQUIREMENTS. BAND JOIST TO JOIST 3 - 16D COMMON NAILS PER JOIST COORDINATE LOCATION OF ANCHOR BOLTS WITH FLOOR JOIST LOCATION SHEATHING TO BE NAILED TO TOP PLATE (END NAILED) TO THAT ANCHOR BOLTS DO NOT INTERFERE WITH JOISTS 4. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD PRIOR TO START OF WORK NOTIFY ARCHITECT OF CONFLICTS 4 DISCREPANCIES. BAND JOIST TO SILL OR TOP 2 - 16D COMMON NAILS PER FOOT INSTALL 20 GA HURRICANE STRAPS UNDER PLATES At EVERY STUD PLATE (TOE NAILED) 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS OVER SCALED DIMENSIONS. LARGER SCALE DETAILS TAKE PRECEDENCE OVER SMALLER DRAWINGS. 6, THE ARCHITECT IS TO BE NOTIFIED OF ALL REVISIONS TO THE DESIGN AND IS END ROOF SHEATHIi`IG (TABLE 3.8) LENGTH SIMPLIFIED ROOF SHEATHING NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. 4'-0" PERIMETER ZONE: PRESSURE 4 NAILING ZONES 1. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING ALL WORK DURING CONSTRUCTION AGAINST BREAKING, COLLAPSE, DISTORTION AND SD COMMON NAILS 6" OC At PANEL EDGE AND 6" oc IN FIELD MISALIGNMENT ACCORDING TO ALL CODES, STANDARDS AND GOOD CUT PRACTICE, ALL SURFACES TO BE STRAIGHT, LEVEL AND PLUMB. LENGTH CLEAR INTERIOR ZONE:: SPAN SD COMMON NAILS 6" OC AT PANEL EDGE AND 12" OC IN FIELD 8. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS AS PER CODE. SEE DETAILS ON STRAPPING --------'---------------------------------------------------- --------------------- i________ e, THE INSTALLATION OF ALL PRODUCTS AND MATERIALS TO CONFORM TO 20 GA HURRICANE STRAPPING TO BE INSTALLED OVER RIDGE AT EACH I MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS. AT FOUNDATION AND OTHER INFORMATION RAFTER EXTEND 2'-C" MINIMUM ON EACH SIDE. ATTACH STRAPS AS O O I i I PROJECT NAME: PER MANUFACTURERS RECOMMENDATIONS --- 10. CONCRETE TO BE 3500 PSI MIN, ON 2 TON PER SQUARE FOOT LENGTH ADD -}- SOIL BEARING CAPACITY, PORCHES, STEPS, GARAGE SLABS AND OTHER Provide minimum I' '4DD�T�O��AL.T RAT�ONS WALL SHEATHIi`IG (CABLE 3.9) , 10 O EXPOSED SLABS TO HAVE 3500 PSI MIN. CONCRETE. VERIFY SOIL end distance TYPICAL NOTES THAT APPLY FOR FOUNDATIONS 4 BEARING CAPACITY IN FIELD. STEEL TO 5E ASTM A-36. Equal number of O 2 j I specified nails in 4'-0" EDGE ZONE.: O 0 each end 1. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE fRAN<EN5AGH RESIDENG 8D COMMON NAILS 6" OC AT PANEL EDGE AND 12" OC IN FIELD r i II. DOUBLE FRAME AROUND ALL OPENINGS, UNDER PARALLEL PARTITIONS (SIMPSON HDQS OR PHD6) 3140 MINNEHAHA BLVD. AND UNDER TUBS. SPACE JOISTS 12" OC UNDER ALL BATHROOMS AND 2. 5/8 ANCHOR BOLT 16 LONG MIN. 3 0 OC SOUTHOLD, NY119�1 INTERIOR ZONE: O O I KITCHEN AND OTHER AREAS WITH STONE 1=LOOKING. CS16 16 GA FLOOR TO FLOOR TIE WITH 3" BY 3" BP WASHER (12" FROM CORNERS) - ------ -------------- ® 12. HEAVY DUTY JOIST HANGERS (TECO) REQUIRED AT ALL FLUSH CONDITIONS. COORDINATE LOCATION OF ANCHOR BOLTS WITH FRAMING SD COMMON NAILS 6" OG AT PANEL EDGE AND 12" OC IN FIELD --�----- - --- DRAWING TITLE: 0 0 I ® ® INSTALL 1114" WIDE 20 GA GALVANIZED 3. ALL BEAMS BEARING ON CONCRETE FOUNDATION WALLS TO BUILDING CODE COMPLIANCE 13. ALL FRAMING LUMBER IS TO BE DOUG-FIR *2, fb = 1150 PSI, E = IAM PSI STRAPPING S16 OC WITH 3 - SD SIMPLIFIED WALL SHEATHING (4) j ! ALL HEADERS AND GIRDERS TO BE DOUG-FIR *2, fb = 1250 PSI, E = I.-IM PSI. NAILS EACH END. MIN. 12" BEARING REST ON STEEL BEARING PLATES. ALL LVL'S NOT TO CONTACT INFORMATION PRESSURE NAILING ZONES ________ _________ _________ _ _________i _______ UNLESS OTHERWISE NOTED ON THE FRAMING PLAN. Kiln dried. ON STUD SURFACE CONCRETE. DO NOT PACK LVL'S - ALLOW VENTILATION. ------- ,- O3 ® ® O3 14. PREFABRICATED FIREPLACES AND FLUES SHALL BE UL 121 APPROVED. 15. PROVIDE BRIDGING OF SOLID 2X OR 16 GA STRAPS NOT TO EXCEED V-0" OC. 16. PROVIDE DAMPROOFING AT ALL EXTERIOR FOUNDATIONS WALLS. 17. ALL FLITCH PLATES, LVL S AND GIRDERS T,O BEAR ON SOLID WOOD POSTS AND ; ^ ' ® HAVE SOLID BLOCKING DOWN TO FOUND.47ION WALLS. OCT 2 5 © Ia. INTERIOR BEARING WALLS TO BE BLOCKED 4'-0" OC, RATIO LfMITS m H/L < 3 1/2 Southoid7oam Board of Trustees ® ! le, ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION. PLYWOOD NOT "SHOWN •. , O5 O5 i FOR CLARITY 20. BATHROOM EXHAUST VENTILATION SHALL SUPPLY A MINIMUM OF 80 GFM FOR �''� � 1f ■ INTERMITENT USE AND 20 CFM FOR CONTINUOUS USE. DECIBEL RATING TO BE ', �� � i . WALL SHEATH-LING NAILING SCHEDULE ROOF SHEATHING NAILING SCHEDULE 10 BONES OR HIGHER. SOLID BLOCKING c �: "� N SEAMS 21. HEATING SYSTEMS SHALL BE REQUIRED TO PROVIDE AND MAINTAIN A MINIMUM r r OF 68 DEGREES F AT THREE FEET ABOVE THE FLOOR AND TWO FEET AWAY4 . ZONE 5 ZONE 6 ZONE i ZONE 2 ZONE 3 ZONE 4 FROM EXTERIOR WALLS IN HABITABLE ROOMS. ij �� �� II �� " 11 FIELD 12 O.C. 12 O.C. FIELD 8 O.G. 12 O.C. 3 O.G. 4 O.G. 22. GLAZING SHALL CONFORM TO THE NYS RESIDENTIALGODE. TEMPERED GLAZIING PLYWOOD SHEATHING -` 77 IN ALL SIDELIGHTS AND DOORS. 8D COMMON NAILS ® 6' EDGE 6" O.G. 6" O.C. EDGE 4" O.G. 6" O.G. 3" O.G. 4" O.G. 1 �J - - ---' �- - O.C. EDGE & FIELD. 23. ALL NEW BEDROOMS AND HABITABLE SPACES BELOW GRADE SHALL HAVE + ` �J / - - PROJECT NO: EGRESS WINDOWS. ALL 1/2" EXT. FLYWOOD WALL SHEATHING TO BE SECURED ALL 1/2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED c 231-I -WIRED SMOKE AND `/ � � ° Rq WITH 6d COMMON NAILS-2 X 11 1/2 GA.- PATTERN AS WITH 86 COMMON NAILS-2 1/2 24. PROVIDE AHARD CARBON MONOXIDE DETECTION SYSTEM SCALE: X 10 I/4 GA.- PATTERN AS WHERE REQUIRED BY CODE AND AS SHOWN ON THE DRAWINGS. CONNECT TO I ` er �Ur�';.` HOLD DOWN SEE INDICATED ABOVE. INDICATED ABOVE. CENTRAL STATION WITH BACK-UF POWER SOURCE. "-- DETAILS THIS SHEET TABLE R301.20) 25. ALL STAIRWAYS SHALL CONFORM TO THE NYS RESIDENTIAL CODE AND AS NOTED: `ia REVISION NO: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA � o. �.,49�6 �'� AUG 16, 2024 SUBJECT TO DAMAGE FROM " STAIRWAY WIDTH 36 INCHES MINIMUM HANDRAIL HEIGHT 34 IN. rF G GROUND ijIN0 SEISMIC WINTER FLOOD WIND MAXIMUM RISER HT 6 114" MAXIMUM HANDRAIL HEIGHT 38 IN .' ISSUE DATE: SNOW SPEED DESIGN FROSTLINE DESIGN HAZARD EXPOSURE LOAD (M.P.H.) CATEGORY WEATHERING DEPTH TERMITES DECAY TEMP MIN. TREAD DEPTH 9 INCHES MINIMUM HANDRAIL DIAM. 1 12 IN.. SEAL: DEC. 6, 2023 110 NASSAU SEVERE 3'-0" MODERATE SLIGHT TO NASSAU AS PER B MIMIMUM NOSING 3/4 INCHES MAXIMUM HANDRAIL DIAM. 2 45 FSF (M.P.Ha B TO HEAVY MODERATE 13 D FEMA MAXIMUM NOSING 1 3/4 INCHES MINIMUM HANDRAIL CLEAR. 1 114 IN DRAWING FILE: MIN. CLEAR HEADRM 64 INCHES MINIMUM NO. OF HANDRAILS ONE SHEARWALL SEGMENT DETAIL (TYf=) 40035LDGNOTES • NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN MINIMUM ILLUMINATION 10 FG MINIMUM GUADRAIL HEIGHT 36 IN, 1. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN SHALL BE CONTINUOUS FROM SILL TO DRAWING NO: FOREST AND PAPER ASSOCIATION (AP 4 PA) WOOD FRAME CONSTRUCTION MANUAL BALUSTER SPACING AT ALL TYPES OF RAILINGS SHALL HAVE A MAXIMUM 4 IN, TOP PLATE OR ADEQUATELY BLOCKED At JOINTS. y FOR ONE AND TWO FAMILY DWELLINGS, ISS5 SBC HIGH WIND EDITION. CLEAR OFNG. MAXIMUM 6 INCH DIAM. OPENING AT THE TRIANGULAR SPACE 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE (SIMPSON HDQB OR FHD6) - 0 =3 DE1,'10 �- IT ION NOTE Gustayson/Dundes COPYRIGHT C() 2024 ALL RIGHTS RESERVED I. ALL DEBRIS SHALL BE REMO`✓ED BY THE G.C. FROM THE 51TE AND DISPOSED OF IN A MANNER APPROVED 1. G.C. TO MAKE AVAILABLE A MINIMUM OF TWO (2) ABC 12, GENERAL CONTRACTOR TO PROVIDE TEMPORARY 19, REMOVE ALL EXISTING CERAMIC WALL WHERE NOTED. CONSULTANTS: BY ALL STATE, LOCAL AND FEDERAL REGULATIONS. FIRE EXTINGUISHERS OR MORE (IF REQUIRED) ON TOILET. PATCH AND REPAIR WALLS AS NEEDED TO ACHIEVE PREMISES TO BE BROOM SWEPT ON A DAILY BASIS. PREMISES. SMOOTH SUBSTRATE FOR NEW TILE. 13. PRIOR TO REMOVAL OF CEILINGS AND OR SOFFITS, 2. REMOVE ALL MISCELLANEOUS PROTRUSIONS IN S. G.C. SHALL RESTORE TO VALUES SPECIFIED IN G.C. TO DETERMINE LOCATION OF STRUCTURE WITH 20. INSPECT THEN REMOVE ALL EXISTING SHELVES WALLS, FLOORS, CEILINGS, WINDOWS AND DOORS APPLICABLE CODES THE INTEGRITY OF EXISTING PROBE HOLES AS REQUIRED. WHERE NOTED. INCLUDING, BUT NOT LIMITED TO NAILS, HOOKS, WIRES, RATED PARTITIONS, SHAFTS AND THE FIRE 14, CONTRACTOR TO REMOVE ALL WORK SHOWN DOTTED 21, REMOVE EXISTING ELECTRICAL POWER POINTS AS STOPS, ETC. PROTECTION OF STRUCTURAL MEMBERS THAT ARE OR NOTED TO BE REMOVED OR AS REQUIRED TO REQUIRED. COORDINATE WITH OWNER. 3, THE CONTRACTOR SHALL ARRANGE FOR THE DAMAGED DURING CONSTRUCTION. MAKE PROPOSED WORK COMPLETE. PROPER DISCONTINUANCE AND / OR RELOCATION OF 9, EXISTING CONSTRUCTION LOCATED IN CONFLICT WITH 15. REMOVE ALL APPLIED WALL AND CEILING 22• REMOVE EXTRANEOUS PLUMBING, OIL E GAS LINES AS ALL PUBLIC UTILITIES WHEN REQUIRED, INCLUDING WORK SHOWN SHALL BE REMOVED ONLY UPON MOULDINGS AS PER OWN ALL AND CEILING DIRECTION REQUIRED. TH05E THAT CANNOT BE REMOVED, � � � � s WATER, ELECTRIC AND TELEPHONE LINES. CONSULTATION WITH THE ARCHITECT. MODIFY PARTITIONS TO MAKE UTILITIES RECESSED, ry REVISIONS: OR AS SHOWN. " 4, EXISTING PLUMBING NOOK—UPS TO BE SHUT OFF IO, REMOVE AND REPLACE ANY OTHER CONSTRUCTION, I�, REMOVE ALL LIGHT FIXTURES AS PER OWNER'S 23. INSTALL TARP AT ALL OPEN AREAS DURING . �;� 1 Qi MAR 13, 2024 IMMEDIATELY PRIOR TO DEMOLITION WORK AT EACH OUTSIDE LIMITS SHOWN, AS NECESSARY TO COMPLETE DEMOLITION UNTIL HOME IS CLOSED IN TO PROTECT '- LOCATION. WORK. DIRECTIONS. EXISTING AREAS TO REMAIN, I �' ,; DOS COMMENTS SHALL BE PROTECTED FROM DAMAGE.G: 1'l. REMOVE BASEBOARD RADIATORS, ENCLOSURES AND 5. LANDSCAPING ! 11. ALL DEMOLITION AND REMOVAL SHALL BE BROUGHT COVERS AS NOTED OR AS SPECIFIED BY OWNER Soui6olu lomI AUG 16, 2024 OWNER TO MODIFY ALL LANDSCAPING AS REQUIRED. TO A NATURAL STOPPING POINT. ANY MATERIAL 6. ALL EXISTING MATERIALS, SURFACES AND FINISHES TO REMOVED BY MISTAKE OR IN EXCESS OF 18. GAP ALL EXISTING PLUMBING AND GAS LINES AT Boardo�Trustees REMAIN AS PART OF NEW CONSTRUCTION SHALL BE REQUIREMENT SHALL BE REPLACED AT APPLIANCE REMOVAL. PROTECTED FROM DAMAGE. CONTRACTOR'S EXPENSE. REMOVE EXISTING WALL FOR NEW WINDOWS Li EXIST LAUNDRY NO FAMILY ROOM NO WORK No WORK REMOVE EXISTING ROOF AS REQUIRED ° 1 — EXST GARAGE EX15T BEDROOM 2 SAT ZT o EXIST KITCHEN NO WORK NO WORK REMO4E o ® NO WORK REMOVE EXISTING WALL FOR NEW ADDITION FIXTURES, TILE 4FITTING5- - — — — — — — — — — — — — — — II � DW REF \� /� EXIST EXIST BEDROOM BEDROOM PROJECT NAME: REMOVE EXISTING ADDITION/ALTERATIONS GL. CL. CL. REMOVE EXISTING WINDOW, I REMOVE EXISTING II \ DOORS, PATCH a I I REMOVE EXISTING WINDOW, REPLACE W/ NEW, PATCH t WINDOW, PATCH a REPAIR AS REQUIRED REPLACE W/NEW, PATCH a REPAIR AS REQUIRED I I REPAIR AS REQUIRED I REPAIR AS REQUIRED EXIST ���� FRANKENBAGH RE5IDENCE 3140 MINNEHAHA BLVD. 5OUTHOLD, NY 11911 EXIST BEDROOM 1 EXIST LIVING ROOM I I DRAWING TITLE: FIRST $ SECOND FLOOR NO WORK NO WORK - - - - - - -�L DEMOLITION PLAN Y'— REMOVE EXISTING REMOVE EXISTING WALLS FOR NEW WALLS FOR NEW DORMER DORMER "j(j" s„ s � RST F-L 00R D EMOL I T I ON FL AN coND FL OOfR DEMOLITION PLAN rf= I — A004 SCALE = 1/4" = 1'-0" A004 SCALE = 1/4" = 1'-0" b� �' I' -- - t�N (*N PROJECT NO: -j-` 2311 Pyr �fipU1ORD Will �' � SCALE: a � ► '9� N o �1 F l! REVISION NO: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 0 , 0 4; 4956 0 � AUG 1(o, 2024 F UNLE55 ACTING UNDER THE DIRECTION OF A ISSUE DATE: LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. SEAL: DEC. to, 2023 IF AN ITEM SEARING THE SEAL OF AN ARCHITECT DRAWING FILE: IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX 4004DEMOFLAN TO HIS ITEM THE SEAL AND THE NOTATION DRAWING N0: "ALTERED BY" FOLLOWED BY HI5 SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. A _ Ov,) 4 Gustayson/Dundes COPYRIGHT (0 2024 ALL RIGHTS RESERVED CONSULTANTS: REVISIONS: Q MAR 13, 2024 DOB COMMENTS 22 AUG I(o, 2024 OCT 2 5 Southold Town Board of Trustees rE-3 S I E-3 S 1 A201 A301 A201 A301 © ® EXIST EXIST EXIST (2) 1-3/4" x S-1/2" LVL HEADER d N N EXIST x W FAMILY ROOM x o NO WOW EXIST z 0 x CRAWL SPACE EXIST NO WORK LAUNDRY �-LINE OF NEW EXTERIOR WALL ABOVE s NO WORK — — _ _ WIOX45 STEEL BEAM W/D E-2 EXIST EXIST E-2 4201 o A201 EXIST C4 -°� 1 °� EXISTING SUMP ' EXIST GARAGE BEDROOM 2 z g,qT EXIST z 0 w PUMP d NO WORK EXIST NO WORK f� o KITCHEN E-` d E- FIXTURES, NO WORK d N A201 TILE— RADIANT RADIANT EXIST SLAB �- t FL b DOTTED `� ON GRADE d EXIST x +- +- I 7 DU1 REF LINE of �, X N N 4 NEW w x ADDITION BASEMENT ABOVE d NO WORK EXISTING �j EXISTING BILCO DOOR STAIRS 1X EXIST CL. CL, CL. x ? — W c PROJECT NAME. DN w LL AD ID ITI ON/AL TE RAT IONS °d W \ 6 COL. EXIST EXIST EXIST LIVING FRANfGENBACH RESIDENCE d BEDROOM 1 ROOM �2 x 3140 MINNEHAHA BLVD. NO WORK NO WORK w SOUTHOLD, NY 11971 F COL. EXIST x O � w ►- % DRAWING TITLE: - d° ° GC SHALL INSTALL CENTRAL AC SYSTEM. � FIRST FLOOR PLAN / ONE ZONE FOR FIRST FLOOR AND ONE ZONE P BASEMENT PLAN FOR THE SECOND FLOOR LOCATE AIR HANDLER IN THE BASEMENT ON RISERS IN CASE OF FLOODING. N SECOND AIR HANDLER TO ATTIC OF KNEE SPACE x d ° ON SECOND FLOOR. REVIEW DIFFUSER LOCATIONS WITH OWNER OR ARCHITECT, r; EXIST EXIST AC CONTRACTOR TO DETERMINE LOADS AND REQUIRED TONNAGE AND SUBMIT CALCULATIONS FOR REVIEW. FILE AND OBTAIN APPROVALS. E-i EXTEND HEATING SYSTEM AS REQUIRED FOR LIVING E-1 SPACE ON SECOND FLOOR. DETERMINE IF EXISTING A201 HOT WATER HEATER IS ADEQUATE FOR ADDITIONAL FULL BATH AND REPLACE OR ADD SECOND HWH, P I BASEMEN" PLAN 2 F f R5T FLOOR PLAN a �01 SCALE = 1/�" = 1'-0" A101 SCALE = 1/4" = 1'-0" � (*N N PROJECT NO: � - 231-1 SRC` \\ ve ��p10RD�U •;,`4 SCALE: 2 r I vp I REVISION NO: � 06 IT IS A VIOLATION OF THE LAUD FOR ANY PER50N, rF .�..49� AUG 16, 2024 UNLE55 ACTING UNDER THE DIRECTION OF A IISSUE DATE: LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. SEAL: DEC. (o, 2023 IF AN ITEM BEARING THE SEAL OF AN ARCHITECT DRAWING FILE: IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX 4101FIF57LC)CfR 'L AN SUBMIT COPIES OF TO HI5 ITEM THE SEAL AND THE NOTATION DRAWING N0: AIR CONDITIONING "ALTERED 5Y" FOLLOWED 5Y H15 SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. _ Gustayson/Dundes COPYRIGHT © 2024 ALL RIGHTS RESERVED CONSULTANTS: REVISIONS: Q MAR 13, 2024 DOS COMMENTS - Q AUG lro, 2024 l Sou sold Town Board of Tru'tees E_3 S 1 E-3 S 1 A201 A301 A201 A301 NEW RAILING 3 -0 H OUTDOOR EXISTING SHOWER NEW DECKING a RAILING, NEW CONTINUOUS OUTDOOR BELOW REVIEW MATERIAL SEAMLESS GUTTERS SHOWER BELOW DECK BELOW DECK OPTIONS W/ OWNER FOR +U-w 0 PRICING CL ' i- 4"H SADDLE AT NEW CONTINUOUS DOOR TO/FROM SEAMLESS GUTTERS EXISTING O DECK STAIRS BELOW NEW ASPHALT CENTER / SHINGLE ROOF WE WINDOW BEL W > � 104 m NEW CONTINUOUS z fl SEAMLE55 GUTTERS O 0 Q r - -� o E-2 E-2 CENTERDRIN I I - _ N NEW ASPHALT z 107 ROOM I I o A2 01 gi SHINGLE ROOF A201 o ROOM 3 a T L _ J OD 6' .4 EXISTING CHIMNEY _O z ~ BATH 2 MAS ER _ _ — — r_� TO BE EXTENDED—I: NEW ASPHALT x 0 NEW FIXTURES, 0 5EDRO6 z AS PER CODE SHINGLE ROOF N - 'n Q L _ U400D FL. TILE, RADIANT GH 5 I III, 3 — — — — — — — -� HEAL FLR , 8 GN 5'-0" I III z gi ;E-� z %IIr �E �N I ' 1 't WOOD F1I- I III ui RIDGE EXISTING $ -0 it -4� I- — J A201 IIL — � I I a r- - -' III EXISTING RIDGE RIDGE DOORS l 10r✓ �Q I I I I I I _ J I i III e � BELOW III I I KING x o NEW ASPHALT LLL —J- - - - - J m ATTIC L_ _ — L _ JII O -- HATCH �- — O E-4 9 SHINGLE ROOF, H F — 'n 106 N 101 1 I GAF TIMBERLINE -I 1- - - - - - - - - - - I � A201 , L — J 3050 3050 L — J NEW ASPHALT EXIST SHINGLE ROOF T DN_ PROJECT NAME: /-' N 4J� YADD ITION/,4LTEfi�ATIONS 105 I I 102 103C X S NEW X 5 O.C. *v O.C. �RANKENBACH RESIDENCE IT1, W L _ J N 3140 MINNEHAHA BLVD. SEAMLESS CO TINUOUS 11 cl SOUTHOLD, N`1' 11311 N i NEW A PHALT NEW A PHALT SWING ROOF SHING ROOF NEW ASPHALT DRAWING TITLE: I J SHINGLE ROOF SECOND FLOOR PLAN / 4'14" 9'-9?" 4'14' 4'-11" ROOF PLAN j NEW CONTINUOUS � r SEAMLESS GUTTERS 6-M 77 77 EXISTING E-) STAIRS BELOW r;. PROPOSE D &E COND FL OOR PLANKf=72� ROOD PLAN �02 SCALE = 1/4" = 1'-0" A102 SCALE = 1/4 1 -011 (r)N (*N PROJECT NO: 2 311 SCALE: . ' REVISION NO: a. ® g956 IT IS A VIOLATION OF THE LAUD FOR AN`►' PERSON, rF AUG 16, 2024 UNLESS ACTING UNDER THE DIRECTION OF A ISSUE DATE: LICENSED ARCHITECT, TO ALTER AN ITEM IN AN-1- WA`1', SEAL: DEC. (O, 2023 IF AN ITEM BEARING THE SEAL OF AN ARCHITECT DRAWINC FILE: IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX 41025ECONDFLOOR TO H15 ITEM THE SEAL AND THE NOTATION DRAWING NO: "ALTERED Bl"' FOLLOWED 5Y HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. , = 1 VC—n-11111 2 Gustayson/Dundes COPYRIGHT Q 2024 ALL RIGHTS RESERVED EXISTING SIDING TO REMAIN, MATCH � CONSULTANTS: EXTEND EXISTING SIDING AT AREAS OF NEW WORK AND/OR CHIMNEY AS PER CODE PATCH d REPAIR AS REQUIRED. 12 G.C. TO PROVIDE ALTERNATE PRICING TO /� ra MATCH RE-SIDE ENTIRE HOUSE. �ti� EXSITING 0 E I V�:-' ` � L 12 MATCH NEW ASPHALT z �� FRON SLOPE AT =25) NEW ASPHALT REVISIONS:SHINGLE ROOF, SHINGLE ROOF, i GAF TIMBERLINE � GAF TIMBERLINE �'"� � � Southold Town 12 12 i Board of Trustees 1 MAR 13, 2024 g g�;/ '_\ j:' \ NEW GUTTERS ' DOS COMMENTS 2� AUG 16, 2024 I I I I I I o © 0 LINE OF EXIST ROOF NEW DECKING t 3'-O"H RAILING NEW ASPHALT SHINGLE ROOF, iA �q PITCH DECK At ROOF DECK i - GAF TIM5ERLINE Z j NEW GUTTERS SECOND FLR — NEW GUTTERS NEW GUTTERSLE /--- ------- - ---- / I / EX ST EX ST X15 XIS EXIST XIS EXIST EX15T EXIST EXIST ❑❑❑❑ \ LLiLLL W - - — - \\ I' LLLAiL[L FIRST FLR LiLLU� — ❑�5T ❑ ' \ 0 / GRADE EXISTING FRONT I I I I I I EXISTING EXISTING STOOP I I I BILCO DOOR I I STOOP II II II II II II II I - - - - - - - - - - - - - - � I I L I I I I - - - - - - - - I I I I I I II II II II II II II II II Il II II (ET P OPOS D f=F.,ONT ELEVATION E 2 PROPOSED SIDE ELEVATION ��o SCALE = 1/4" = 1'-0" A201 SCALE = 1/4" = 1'-0" EXTEND EXISTING CHIMNEY AS PER CODE EXTEND EXISTING CHIMNEY AS PER �T� CODE 12 MATCH EXISTING SIDING TO REMAIN, MATCH EXSITING 9c NEW ASPHALT NEW ASPHALT SIDING AT AREAS OF NEW WORK AND/OR — SHINGLE ROOF, SHINGLE ROOF, PATCH t REPAIR AS REQUIRED. MATCH 12 GAF TIMBERLINE GAF TIMBERLINE G.C. TO PROVIDE ALTERNATE PRICING TO SLOPE AT F— NEW ASPHALT` RE-SIDE ENTIRE HOUSE. FRONT ;- \ PROJECT NAME: Z SHINGLE ROOF, GAF TIMBERLINE .ADDITION/ALTERATIONS NEW GUTTERS I NEW GUTTERS NEW GUTTERS — — — — — — — — — — - - 3140 MINNEHAHA SLVD. F EXIST E OF H l \ ` o SOUTHOLD, NY 119-i 1 \ NEW DECKING E _ i-- NEW DECKING d O\ L OF 3'-O"H RAILING RAILINGmll Imo I(d"I i NEW ASPHALT ., DRAWING TITLE: 3' ROOF DECKHill SHINGLE ROOF, AT ROOF DECK E—PITCH DECK 1 \ io ° GAF TIMBERLINE �_ PROPOSED EXTERIOR ELEVS. Z Hill 11 SECOND FLR _ — NEW GUTTERS — `( 11 NEW GUTTERS i �� NEW GUTTERS EXIST EXIST EXIST A B EXIST EXIST EXIST EXIST P E EXIST EXIST - N / \ LLLLLI r I "I , O X �, 11 \ / FIRST FLR. GRADE W '`•, 't I I 4 EXISTING OYTpOOR I I I I I I I I SHOWER TO �EMAIN II II II II it II II II II II , L I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a`x , j • ,, gp r x I I I - - - - - I I I I I I I I I I - - - - - - - - - - - _ I I 1 _ I I n II II ' II II II II PROJECT N0: I _ _ _ _ _ _ _ _ _ _ _ I I I 231-I e3',� oRn sti SCALE: CIA1 � � I REVISION NO: PROPOSED REAR ELEVATION PROPOSED SIDE ELEVATION � 0 �.,4�yGO �� � AUG 1(o, 2024 rE 3 IT f S A VIOLATION f ON OF THE LAWFOR AN1' PERSON, r� A201 SCALE = 1/4" = 1'-0" A201 SCALE = 1/4" = 1'-0" UNLESS ACTING UNDER THE DIRECTION OF A ISSUE DATE: LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. SEAL: DEC. (o, 2023 IF AN ITEM BEARING THE SEAL OF AN ARCHITECT DRAWING FILE: 15 ALTERED, THE ALTERING ARCHITECT SHALL AFFIX 4201EL EV4TION& TO HI5 ITEM THE SEAL AND THE NOTATION DRAWING N0: "ALTERED 5Y" FOLLOWED 5Y HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. _ 2 � 1 Gustayson/Dundes COPYRIGHT © 2024 ALL RIGHTS RESERVED METAL CONSULTANTS: RIDGE FLASHING (2)14" LVL RIDGE BOARD MATCH 12 / EXIST / REVISIONS: Q MAR 13, 2024 BUILD ROOF EAVES t0 MATCH EXISTING / 2 X 6 COLLAR 71ES �48" O.G. �i�~'� 4 / w/R21 SOUND/TH RMAL INSULATION _ DOB CO NTS ASPHALT SHINGLES AUG 161 2024 ON 11i4" CDX PLYWOOD / = _ STRAP TO RAFTERS 1 O MANUFACTURER-ONFS / �G ��`\ $oJlho!dRM ToWn P@EQUIREMENTS / UNF IN 15HE D ° 2 X 10 RAFTER 16" OC ATTIC W/R4B INSULATION i VAPOR BARRIER 2 X 4 WOOD STUDS 16" OC , ATTIC 13REATWERS WITH R21 BATT INSULATION / AND VAPOR BARRIER 13UILDING PAPER 1�I NEW 2x8 m 16" O.C. \ STRAP KNEE WALL t0 _ NEW 2x8 � 16" O.G. — METAL HURRICANE RAFTER TIE JOISTS BELOW Attic FL. PAD OUT WALLS IN EXISTING BEDROOMS SNOW 4 ICE SHIELD — — — — AT 2ND FLOOR 4 INSTALL R21 BATT METAL FLASHING 2 X 8 a 16" O.G.w/ _ MASTER INSULATION W/ VAPOR BARRIER, TYP. R21 SOUND/THERMAL INSULATION METAL GUTTERS — _ BEDROOM OVER FASCIA BOARD / - NEW POSTS 4 RAILING COMPOSITE DECKING MATERIAL LINE OF GWB CEILING " 4"H SADDLE AT DOOR TO/FROM DECK CLOSED CELL SPRAY FOAM WOOD SOFFIT CROWN MOLDING _ `j_ INSULATION UNDER DECK W/CONY,VENT EXISTING 2XI3 NEW 2x8 0 16" O.C. NEW 2x8 m NEW W10X45 NEW (2) 1-3/4" x STEEL BEAM S-1/2" LVL HEADER SIDING TECO JOIST HANGER EXIST EXIST EXIST M,461ER 1,�t LIVING ISM KITCHEN FAMILY RM D I�001 I EXISTING STAIRS 2 X 6 WOOD STUDS 16" OC WITH R21 BATT INSULATION AND VAPOR BARRIER PAD OUT WALLS IN EXISTING BEDROOMS AT 2ND FLOOR 4 INSTALL R21 BATT INSULATION W/ VAPOR BARRIER,TYR, °%"GWB. AIR SEAL EXTERIOR WALL (TYR.) 3/4" CDX PLYWOOD SHEATHING EXIST WITH HOUSE WRAP • WOOD BASE BASEMENT Wro STEEL STRAP TO ATTACH WOOD FLOOR AND SUB-FLOOR STUDS TO BAND JOIST ON EVERYfl/ 2rd FL. SCUD — _ RIM JOIST 2X8 � 16" O.G. w/R24 SOUND INSULATION 148 STEEL STRAP EACH JOIST TO LINE OF NEW GWB CEILING ATTACH JOIST TO EXISTING WALL PLATE J� SIDING S I ' 4OU&E SECTION EXISTING �01 SCALE = 1/4" = V-0" L. I V I NG Ri„I. PROJECT NAME: ADD IT ION/AL TE RAT IONS N t— FRANKENBACH RESIDENCE AIR SEALING AT SEAMS AND JOINTS ON EXTERIOR WALLS 3140 MINNEHAHA BLVD. SOUTHOLD, NY 119-i1 NEW WOOD BASE DRAWING TITLE: HOUSE SECTION / TYPICAL WALL SECTION EXISTING 2x TO REMAIN NEW POSTS 4 RAILING GRADE COMPOSITE DECKING MATERIAL EPDM ROOFING SYSTEM r Ott •A 3++ - aia i - dLm'- ti"Sn — w. t4 — — — — — — — — — — METAL GUTTERS UNF IN I SI-IED B,45E1"IENT OVER FASCIA BOARD p �. —� SIDING �4 • � CLOSED CELL SPRAY FOAM " ■ INSULATION UNDER DECK ` ■ U. TEGO JOIST HANGER ,�6 Ida, • �r ��r NEW (2) 1-3/4" x NEW WINDOWS BSmnt FL. 9-I/2 LVL HEADER F � .� 3 ROOF SECTION AT FA�I I Lv N"r fRI PROJECT N0: A301 SCALE = 3/4" = 1'-0" �`� p01�ORD�. fries. JIwC+ �,'� usr ,•,� { SCALE: xv f I uo REVISION NO: a. IT IS A VIOLATION OF THE LAUD FOR ANY PERSON, r� � 413 AUG 1(0, 2024 UNLESS ACTING UNDER THE DIRECTION OF A ISSUE DATE: (&7 2 T"'T-F I CAL- WALL SECTION LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. SEAL: DEC. (o, 2023 IF AN ITEM BEARING THE SEAL OF AN ARCHITECT DRAWING FILE: ��o SCALE = 3/4" = 1'-0" IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX 43015ECTION TO HIS ITEM THE SEAL AND THE NOTATION DRAWING N0: "ALTERED BSI'" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. _ 3 0 DOOR 5CHEE) ULE WINDOW SCHEIDULE UJ INDOUJ &FECIFICATION& Gustayson/Dundes COPYRIGHT © 2024 DOOR LOCATION (FROM / TO) TYPE MAT/FIN SIZE (W x H x T) REMARKS TAG WINDOW SPEC No. LOCATION TYPE QTY. COMMENTS ALL RIGHTS RESERVED 1, ALL WINDOWS TO BE "ANDERSEN 400 SERIES" DOUBLE HUNG, AWNING, FIRST FLOOR CASEMENT, FIXED, OVAL AND TRANSOM, CONSULTANTS: SECOND FLOOR CLAD WINDOWS, INSULATED GLASS, HIGH PERFORMANCE LOUD E WITH ARGON 101 STAIR HALL TO MASTER BEDROOM' A WOOD / PTD 2'-6" x 6'-5" x 1-3/411 ® MATCH EXISTING FAMILY ROOM DOUBLE HUNG 1 102 MASTER BEDROOM TO CLOSET A WOOD / PTD (2) 1'-6" x 5'-4" x 1-3/4" CUSTOM HEIGHT © MATCH EXISTING FAMILY ROOM DOUBLE HUNG I GENERAL 5FECIFICATION5 103 MASTER BEDROOM TO CLOSET A WOOD / PTD (2) 1'-6" x 5'-4" x 1-3/4" CUSTOM HEIGHT SECOND FLOOR 1, EXTERIOR COLOR TO BE WHITE OR AS DIRECTED BY OWNER, REVISIONS: 2, INTERIOR TO BE PRIMED WHITE. (CONSULT W/ OWNER/ARCHITECT), 1Q MAR 13, 2024 �� � �� �� CUSTOM HEIGHT / © WDH2436 MASTER BEDROOM DOUBLE HUNG I 104 MASTER BEDROOM TO DECK C WOOD/CLAD/PTD (2) 2 -S x 6 -4 x i-3/4 TEMPERED GLASS 3, GLAZING TO BE DUAL PANE, ARGON BLEND FILLED WITH HIGH PERFORMANCE DOB COMMENTS 0 WDH2436 MASTER BEDROOM DOUBLE HUNG I LOW E COATING. 105 STAIR HALL TO BATHROOM A WOOD / PTD 2'-4" x 6'-S" x 1-3/4" 4, HALF SCREENS OF HIGH TRANSPARENCY MESH WHEN CALLED ON SCHEDULE. A AUG l�o, 2024 106 STAIR HALL TO BEDROOM 3 A WOOD / PTD 2'-6" x 6'-5" x 1-3/4" 0 AN41 BATH 2 AWNING I TEMPERED GLASS 5, INTERIOR HARDWARE COLOR TO BE DARK BRONZE, WHITE OR BRIGHT BRASS AS NOTED ON SCHEDULE. CONFIRM ALL WITH OWNER, BEDROOM 3 TO DECK B WOOD/GLAD/PTD 2 -m" x 6�-4" x l-3/4 11 CUSTOM HEIGHT / 0 WDH2036 BEDROOM 3 DOUBLE HUNG I (o, EXTENDED JAMBS FOR NEW 2 X 6 CONSTRUCTION WHERE REQUIRED 107 TEMPERED GLASS 1, INCLUDE 2" THICK SILL NOSING 108 BEDROOM 3 TO CLOSET A WOOD / PTD (2) 1'-6" x 5'-4" x 1-3/4" CUSTOM HEIGHT GO WDH2O36 BEDROOM 3 DOUBLE HUNG I S. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION DOOR NOT I E6 <R> WDH2O210 BEDROOM 3 DOUBLE HUNG 1 9, 5/8" TH. GWB AS INTERIOR FINISH (TYP) 10. MOLDINGS ON ALL WINDOWS TO BE SELECTED. -ALL INTERIOR DOORS TO BE WOOD ( EXCEPT WHERE NOTED ) O MP2032 BEDROOM 3 DOUBLE HUNG 1 11, INSTALL COPPER FLASHING OVER ALL WINDOWS AND DOORS -INTERIOR WOOD DOORS BY TRU STILE OR SUN DOR. HINGES BY STANLEY. SQUARE CUT. 12. MINIMUM PERFORMANCE SPECIFICATIONS: -WOOD DOORS TO HAVE STRIKING TO MATCH EXISTING. MDF STYLE PANEL. O U1DH2O32 I MASTER BEDROOM DOUBLE HUNG I U FACTOR IS 0,32, SOLAR HEAT GAIN COEFFICIENT IS 0,30, R VALUE 3.13 -NO FORMALDEHYDE PERMITTED IN ADHESIVES OR IN MANUFACTURING OF DOORS 13. ALL WINDOWS TO BE ENERGY STAR RATED. -ALL PAINTS TO BE LOW OR ZERO VOG TO COMPLY WITH GREEN SEAL 11 14. PROVIDE PLYWOOD STORM PANELS FOR NEW WINDOWS. 9 � 11E _ 3..._-_..... t-- o buucholu town Board of Trustees TYPE "A" TYPE "B" TYPE "C" (W/ WEATHERSTRIPPING) (W/ WEATHER STRIPPING) VENT STACK ROOF I I 4" I ATTIC PROJECT NAME: I ADD IT ION/AL TE RAT IONS PLUMBING FIXTURES 4 FITTINGS FR,4NKEN5,4C;H RESIDENCE 1_1/2" WILL BE PURCHASED SY OWNER. AB TH 2 I : 1-1/2 GC; TO INSTALL. 3140 MINNEHAHA SLVD. SOUTHOLD, NY 119l1 1 I I LAV LAV TOILET I I I I DRAWING TITLE: TuaisNowER ' WINDOWDOOR SCHEDULE / SECOND FLOOR I 2" PLUMBING RISER DIAGRAM I 411 I NEW FIXTURES REPLACED AT EXISTING LOCATIONS EXIST I 1-1/2 I I BATH 11 I LAV j TOILET I I SHOWER �nae* I j FIRST FLOOR �� • I I 211 I y �� r 411 FRESH j WASTE AND AIR I VENT STACK BASEMENT FLOOR N/ENT L--_- 1 GRADE �� I I PROJECT NO: I /�R£D � 2311 ,gc� _ _ I 11 v�e� �pOFORp GU ;� SCALE: TO I 441 OA SELLER I vo �:Q f REVISION NO: SYSTEM j HOUSE CRAP IT IS A VIOLATION OF THE LAUD FOR ANY PERSON, rF° 0 49'5 0 AUG 16, 2024 UNLESS ACTING UNDER THE DIRECTION OF A I ISSUE DATE: LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. SEAL: DEC, (o, 2023 IF AN ITEM SEARING THE SEAL OF AN ARCHITECT DRAWINC FILE: A501 NOT TO SCALE IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX A5018GHEDULE TO HIS ITEM THE SEAL AND THE NOTATION DRAWING N0: "ALTERED SY" FOLLOWED SY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. _ LIGHTING SCHEDULE SYMBOLS L 1 5 T Gustayson/Dundes FIXTURE DESCRIPTION A RECESSED DN LIGHT DOWNLIGHT LOCATION SINGLE POLE SWITCH - LEVITON "5621-W Ao ALARM PANEL COPYRIGHT zOz4 ALL RIGHTS RESERVED $3 THREE WAY SWITCH - LEVITON #5623-W DUPLEX RECEPTACLE - 125V - 15A-U GROUND OO Al RECESSED DN LIGHT DOWNLIGHT WET LOCATION EQUAL TO LEVITON #16262-W $4 624-W 6 DECORATIVE PENDANT INCANDESCENT PENDANT � SAME AS ABOVE EXCEPT HALF SWITCHED CONSULTANTS: FOUR WAY SWITCH - LEVITON #5 WALL SCONCE SURFACE MTD.DECORATIVE EXTERIOR LIGHT FIXTURE-MD Qp SCONCE MOTION DETECTOR t SWITCHED x DUPLEX RECEPTACLE - 125V - 20A-U GROUND WALL SCONCE SURFACE MTD.DECORATIVE x EQUAL TO LEVITON #16362-W. SEPARATE CIRCUIT Qfll SCONCE /EXTERIOR WET LOC. SD SMOKE DETECTOR on SURFACE MTD.CEILING / CLOSET LIGHT ON JAMB SWITCH llT GFI 0 DUPLEX RECEPTACLE - 125V - 15A GROUND ABOVE DOOR co(� CO DETECTOR -(Ia" A.FF. TYPICAL) FAULT INTERUPTER. EQUAL TO LEVITON #6598-W — H UNDER CABINET LIGHT LED STRIP LIGHT T THERMOSTAT GFI x DUPLEX RECEPTACLE - 125V - 20A GROUND REVISIONS: ®F EF� TOILET EXHAUST FAN SURFACE MTD.CEILING PORCELAIN BASE INCANDESCENT if FAULT INTERUPTER. EQUAL TO LEVITON #6898-W QQ MAR 13, 2024 CEILING FAN CATV CABLE TV/INTERNET CONNECTION/GAT -1 WIRE WP EXTERIOR DUPLEX RECEPTACLE W/ COVER DOB COMMENTS �J JUNCTION BOX FOR APPLIANCES NOTE: ALL SWITCHES TO BE DIMMED 22 AUG I(o, 2024 U 2 5 _- Southold Town Board of Trustees DECK EXIST FAMILY ROOM Li" EXIST No WORK - - - � - - � LAUNDRY / U1P DI DI NO WORK I D I D UJ/D r - -1 °A MASTER Al L! — , F BEDROO 3 I BEDROOM I I - - _ � ; BATH 2 I I - - -- - - —� EXIST GARAGE EX15T BEDROOM 2 B'QTH EX15T KITCHEN N W F D a - — �A - - - - A h ,d�TV I I 11 III; N W ` NO WO QUEENS RIAN I q I I I NO WORK NO WORK RDIANT I / \ Iir 1 i NEAT FL II F1Ri a —,A p 8 L I I L =;� I j � I I I I I DW REF � I I II �I% It � I KING I � II I III I I GFI L - -+� — — — — — — L _ J F - - - A - - A I L _ J L _ -J PROJECT NAME: DN — ` I DN - F_-, 7 - ADDITION/ALTERATIONS -F yl o FR,4NKENBAC:H RESIDENCE EXIST BEDROOM 1 EX15T LIVING ROOM 1 �IIII GIIIII A I I II I A aim GIIIII I4I4 I� �14 ' # r 1 � 3140 M INNEHAHA BL VD. NO WORK NO WORK I ui n I U 11 I I I I / L — J SOUTHOLD, NY 11911 / DRAWING TITLE: , - FIRST 4 SECOND FLOOR P I ELECTRICAL PLANS PROVIDE EXTERIOR PROVIDE EXTERIOR SECURITY LIGHTING AS SECURI Y LIGHTING AS IN I +! REQUESTED BY OWNER REQUESTED BY OWNER .. iY 71 717 4y IR�` 1�OOR ELECTRICAL PLAN 2 5ECO�ID FLOOR ELECTRICAL-ELECTRICAL- FLAN 3 E101 SCALE = 1/4" = 1'-0" E101 SCALE = 114" = 1'-011 ,. PROJECT NO: 231-1 fyv SCALE: A t4 f I o If� * a f! REVISION NO: IT 15 A VIOLATION OF THE LAUD FOR ANY PERSON, rF■ ag�6 6�� AUG 1(o, 2024 UNLESS ACTING UNDER THE DIRECTION OF A ISSUE DATE: LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. SEAL: DEC. (o, 2023 IF AN ITEM BEARING THE SEAL OF AN ARCHITECT DRAWING FILE: IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX EIOIELECT '�C,4LPLAN TO HIS ITEM THE SEAL AND THE NOTATION "ALTERED 51"' FOLLOWED BY HIS SIGNATURE AND DRAWING NO: THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 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OFFICE LOCATION: ^ MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: January 14, 2025 Re: LWRP Coastal Consistency Review for LINDA FRANKENBACH SCTM# 1000-87-3-40 LINDA FRANKENBACH requests a Wetland Permit for the existing 1-Y story dwelling with 323sq.ft. attached garage(±1,278sq.ft. combined footprint); remove a portion of the roof and construct an addition onto existing second story for a 542sq.ft. second story with two dog-house dormers and a 7'x20' open deck within footprint of first story; and for the existing 7'5"x3'10" outdoor shower. Located: 3140 Minnehaha Boulevard, Southold. SCTM# 1000-87-3-40 The action is recommended as INCONSISTENT with policies 4 and 6.3 for the following reasons: 1. The sanitary system is not shown on the plans and should be required. 2. Where does the enclosed shower drain to? 3. No stormwater controls are shown on the plans? 4. The structure is in a FEMA Flood Zone AE EL 6. Structures in these locations are subject to damage and loss from flooding associated with storms and sea level rise. 5. The as-built single-family residence is 19.8 feet from a marine wetland (bulkhead), where 100' is required, and was constructed without Board of Trustee review or permits. If the action is approved, a vegetated non-turf buffer is recommended landward of this high- quality marine wetland system. An I/A sanitary system upgrade should be required. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Carol Brown,Chairperson Town Hall,53095Main Rd. Lauren Standish,Secretary ;roP.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., January 8, 2025 the following recommendation was made: LINDA FRANKENBACH to renovate existing second-floor of house to expand bedrooms and a bathroom. Add window "dog houses" to front of house. New second-floor to have 542 sf. No change to existing septic system. Family room roof to be reconstructed to include deck for second-floor. Located: 3140 Minnehaha Blvd., Southold. SCTM#87-3-40 Inspected by: Carol Brown, Nancy May A quorum was not present, however the property was inspected and those present recommend the installation of an I/A septic system and silt fencing during construction. Cantrell, Elizabeth From: Linda Frankenbach <linda.frankenbach@gmail.com> Sent: Tuesday, December 31, 2024 9:51 AM To: Cantrell, Elizabeth Subject: Fwd: 3140 Minnehaha Blvd., Southold Here is the information you need.This from my architect. Thank you Best, Linda Sent from my iPhone Begin forwarded message: From: bgustayson@gdarchitects.com Date: December 31, 2024 at 9:38:50 AM EST To: Linda Frankenbach<linda.frankenbach@gmail.com> Cc: bgustayson@gdarchitects.com Subject: RE:3140 Minnehaha Blvd.,Southold Good morning and Happy New Year. Drawing A-002 shows the garage as being included in the square footage of the house. Area of garage 323 sf The area of the exterior shower is 29 sf. 7'-5" by 3'-10" Thank you. H. Bradford Gustayson,AIA LEED AP Gustayson Dundes ,' Architecture&Design LLP 152 Madison Ave. 15'Floor New York,NY 10016 70 Poplar St. Garden City,NY 11530 www.gdarchitects.com O 212-251-0212 x101 C 516-398-3431 From: Linda Frankenbach<linda.frankenbach@gmail.com> Sent:Tuesday, December 31, 2024 9:12 AM To: bgustayson@gdarchitects.com Subject: Fwd: 3140 Minnehaha Blvd.,Southold Happy New Year Brad. Pis see below. Pis let me know if you included the garage in the square footage of the house. And do we have the measurements of the shower? If we do not have these I will need to go to the house tomorrow. Thank you, Linda Sent from my iPhone Begin forwarded message: From: "Cantrell, Elizabeth"<elizabethc town.southold.ny.us> Date: December 31, 2024 at 8:48:17 AM EST To: linda.frankenbach@gmail.com Subject: FW:3140 Minnehaha Blvd.,Southold Good morning, I am just sending a friendly reminder of my request below. I need this information by the morning of Friday,January 3, 2025 in order to be on January's public hearing agenda. Elizabeth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631)765-6641 From:Cantrell, Elizabeth Sent: Friday, December 20, 2024 3:22 PM To: 'linda.frankenbach@gmail.com'<linda.frankenbach@gmail.com> Subject: 3140 Minnehaha Blvd.,Southold Good afternoon, The review of your application has begun and there is a question. As there is an outdoor shower attached to the dwelling,that too must be permitted. Please email me the Length by Width of the outdoor shower as soon as possible for the legal project description. Also, please just confirm that the 1,278sq.ft.footprint of the dwelling in your project description includes the measurements of the attached garage. If you did not include the garage, please email me the total square footage of the footprint of the dwelling and garage combined. Thank you. Elizabeth Cantrell Administrative Assistant Town of Southold Board of Trustees 2 Glenn Goldsmith,President ®F S0�� Town Hall Annex A.Nicholas Krupski,Vice President ® _f �Q°� 54375 Route 25 „ P.O.Box 1179 Eric 91epenoAl Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ' ,,` .�. � Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application _*Wetland Permit Application Administrative Permit Amendment/Transfer/Ex en ion Received Application: D aS X4 Received Fee: $ E�E Completed Application: 31 a Incomplete: SEQRA Classification: Type i Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): DECEIVE LWRP Consistency Assess ent Form Sent:471114% - ;I CAC Referral Sent: �QF1 tDate of Inspection: �5 OCT 2 5 2024 Receipt of CAC Report: F Technical Review: =Public Hearing Held: southoid Town Resolution: B06NOfTrustees Owner(s)Legal Name of Property (as shown on Deed): - T-f 00t,-6_V�. �AC�k Mailing Address: Phone Number: M — _Z`t Suffolk County Tax Map Number: 1000 - Property Location: (If necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Mailing Address: Phone Number: Email: e � ` �� � .• � �� I3� Board of Trustees Application GENERAL DATA Land Area(in square feet): e Area Zoning: Previous use of rope �� � t CAS\ P rty: .: Intended use of property: Covenants and Restrictions on property? Yes X No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? -X—Yes No If"Yes", be advised this application will be reviewed by the Building Dept,prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals?, Yes No If"Yes",please provide copy of decision. W'1 project require any demolition as per Town Code or as determined by the Building Dept.? Yes No Does the structure (s) on property have a valid Certificate of Occupancy? Yes No Prior permits/approvals for site improvements: Agency Date No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes,provide explanation: Project Description(use attachments if necessary): ' �To. '� V7, bm-kvcom. S, )> tA t, �� ' .. Page � of Oqe 1` oA Ail saw �1a Q � a a . vo vs � y \we. T Lxxo,v . a 1 .� � a C-. i Hoard of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: `` " . Area of wetlands on lot: square feet Percent coverage of lot: Closest distance between nearest existing structure and upland edge of wetlands: feet Closest distance between nearest proposed structure and upland edge of wetlands: e feet Does the project involve excavation or filling? No Yes If yes, how much material will be excavated? .� cubic yards How much material will be filled? ---' cubic yards Depth of which material will be removed or deposited: feet Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): 1 SAW BubwramdAm rgFgpm V. fell'$ -pmjgd Rofeeadca, ne appRea ng or projeot ograpmr b riapmibb for On nmplc dw ofr PM Y. Responses becarrre past of the application for approval or funding,we subject to public raview,and may be subject to Author verification. CompIM Fart I bid on infosmadon onMntly avadiabie. If additional research or lnvasdpdon would be needed to fully =pond to say item,please answer as thoroughly as possible based on current lntbrma don. , ComtpteW all Rants in M 1. You may a31so provide any additional iafom Oon wbldi you believe will be nodded by or usaifial to dies lemdag:t W ahach addidonvI pps as awomy to supplement at4y item. Tmt I o paa lwt amd Sponor Emformfffian Naamo cfAWort or Ij p20}e0¢LooMon(desorrbN and a IWh S IoewbR raspy. OR Description of Praposed Action: tp�p i. py `b 6�A,�.�1f�b"�� ��L,' '6��`4 ��8�,-1 4iyt'4TL. KL �t5. L'''C. '.e6'�t.���4`�V brl SJ'�o"'[i•�! . dn�t 1¢`�` �,,'4 '�:tif t �Y''�, p�.,\Q'��1 gyg � T,R:S•'7�"'{ �j.�n"" �d'p�'.t("'`�*Q YlJ Name of Appitcantor Sponsor: Telephone: °©,Ili'.�E'�_��Bag f Gv��, titp 3de� �a�hx:A�"b� +1P l3-Mall: PX 1!Fie Add v sap Code: ' 1.Does dw ptopm action oalg► ol"the lejodative adoption of'a plan,focal kw,ondianmuc% NO TM aedmiais�iveriric,orre$ulation? Ifyc4 sat mch a nwtlw dacr don ofthe inwoff c pr+oposedaction anddre environamial resources that my ba aimed In the mtmioipalify and proaod to W 2. If no,continue to guesfion 2. 2. Does the proposed action ragnlre a permit approval or funding&oar any other gavertrmental Ageaey? N WN if Yes,list mency(s)same and pmrmk or approval: R ON f 3jL Tolai acroW ofthe site ofthc proposed action? twos b.Totol acreages to be Oplwlly disputed? a c.TOW=UP(PrOjOaft=4 any aArOguons prgrft)owned orcontroged by the applicator pqeet sponsor? .4. Chas*all lead eases @rad o ur on,vAoining and near fhe proposed action. ci Urban Mural(non-aMmdhn) o indusidal c3 C.ommerciatl •.d•iiWdendai(subiaban) o Forest 17 Agdoultsme kAgaatia D Other(stss 4): a Parkland ftge I of S. Ia the proposed action, NO 1790 INA a.A permi&A use under the zoning rgpdadons? b.Correlstelrt with the.adopted CDMprdteltsive plan? 6. Is the proposed m lors eensIMM with the predomirmo ehomcter vfdw wdsting built or natural 110 JTL latalasep®? 7. Is the site offt proposed action located In,or does It adjol%a We flared CdOcal EnftmnmW Area? No 70 UYes,idendfy: I x S. a.Vlip the proposed action tr am¢Ina substantial increase in tmffIe above present levels? YS b.Are public tmspotMou aervlcKs)avahable at or new iho stele of the proposed acdod? m Am spy pedestion awotrtrnodadons or bicycle routes avaflable on or new site of e,proposed action? 9.Does rho proposed action meet or exceed the stsio energy code requiran m? NO If isle pt !ontergtlireme�ds, e�degga fe0m t1t MCIMOtggl�.4;.M !r �d 10, Will the proposed mtKlon s max to an=Uft publiciprivM water s—up—pe NO TM If N06 describe lneMod for providing potable w 11.WID iho proposed action connect to existing wastewater utilities? 110 m If No,describe and wd for provkUng wast rtreatsrtent: 12. a.Does the sit®corttaia a structure that is listed on either the State or Nations!Register of Historic Fla Pleas? b.Is tlts proposed action locafed in m archeological rAfte area? 13.a.Does a W portion ofthe site of the proposed action,or lands a VoinkS dm proposed action,contain DO IYlffi finds or odw rmftrbodles reed byra AdaW.alm or local toy?P b.Would the proposed action p fly alter,or enmoacle hft soy existing wadand or wabarbody? If Yes,idwttif}r the wetted or mwbody and ciim of drntadona In mpme fact oiremes: 14- Ideatlor the 4Vcal ted*d Vpss IM occur on,or we 11 wly to to tbua on flee project mI& Check zit ricer apply: X$hmdim 13 FIDM t C1 A,sdmdh=Yge wbnds 13 Ewly mid-sucsesawd 13 Welland 13 Man ''Suburban 15.Does the site ofthe proposed action contain my spades of enlsnal,or assoolded habitat,hated >`T® YS by the State or Mad government as threatened or endangered? is , 16.Is the project mite loose In the 100 year flood plaW 17.VAII the propom action cute storm orator discharge,eldw$our point or non-point sorrrc W NO If` ck i V a.Will storm weer disch Mas Dow to osga=props eis:7 E3 NO D YES b.THU storm p er dishes be dn*d to established cwnlveyanco sy*ms(runoff and storm drains)? If`4 4 briefly descxibe: 0 NO 11 YM M Page 2 of4 f 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: J2 ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ I AFFIRM THAT THE2INRMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLED ApplicanUsp or n�m �11 Fx" 6, Date: Signatu Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the,following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ ❑ regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? El ❑ 3. Will the proposed action impair the character or quality of the existing community? ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the El ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ ❑ affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. EJCheck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency w Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 f t • Board of Trustees Application AFFIDAVIT T.-Unja V]Fi lak e6L 601E. BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED'TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature o Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS l' DAY OF9 ,20 Not P 1 - WW a.StW0 . ExPOS Jan. APPLICANUAGENTIREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The nuroose of this form is to provide information which can alert the town of conflicts of interest and allow it to take whatever action is necessary to avoid same r `_ YOURNAME: l�CC�IV\e��` 160-I vim. L'11JLA. (Last name,first name,diddle' itial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent(representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONS141P Submitted t Signat t. Print Name Uv7 4 Form TS l Glenn Goldsmith,President �OS�FFo Town Hall Annex A.Nicholas Krupski,Vice President ��� Gy1 54375 Route 25 Eric Sepenoski y i P.O.Box 1179 Liz Gillooly • Southold,NY 11971 Elizabeth Peeples 'f'�Jpl � p.�t� Telephone 892 Fax(631)765 6641 F BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NOTICING ADJACENT PROPERTY OWNERS /000 33 /'ODa` 8'�— 3 — 3y /000— 4>7_ 3 _ 39 /000 _ 8 7- 3 _ y/ Above are property tax map numbers (SCTM#'s) listed that you need to notice for the properties that are located on either side of you, across the street from you and fall within your property lines, and ,possibly other properties that require noticing per Chapter 55 of the Southold Town Code. In order to find the legal mailing addresses to the SCTM#'s please visit the Southold Town website at https://southoldtownny.-gov and go to the Assessors page. Under the Assessor's page click on "Forms and Links." Under that page, click on the "2024 Assessment Roll." This will take time to download as it is a large pdf. Once downloaded when you go into'it you will see that the list goes numerically by property tax map numbers (SCTM#'s). Scroll down to find the SCTM#'s listed above. The legal mailing address to each of the neighboring properties can be found directly under the property tax map number on the far-left side of the lists. Please mail each property listed above a completed copy of the Notice to Adjacent Property Owners form and a photocopy of the proposed plan/site plan (construction pages do not need to be mailed). Each neighbor's noticing packet must be mailed by certified return receipt mail through the USPS no less than seven days prior to the Public Hearing date. After all mailings have been submitted to the postmaster, all receipts from the mailings and the completed Proof of,Mailing form must be submitted to this office prior to the Public Hearing date. The bright green Notice of Hearing card needs to be posted in front of your property close enough to the street that public can read it. This sign must be posted and stay posted for no less than seven consecutive days prior to the Public Hearing. After the seven days you can complete the Proof of Posting form which needs to be submitted to this office prior to your hearing. If you put the sign up where there is more than seven days before the hearing, just leave it up through the day of the hearing. You can take it down the next day. Uim � t KIN N L ' H ' 'A G UTI '_ NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWN ER(S) OF RECORD: LI N DA FRAN KEN BACH SUBJECT OF PUBLIC HEARING: For a Wetland Permit for the existing 1-% story dwelling with 323sq.ft. attached garage (±l,,278sq.ft. combined footprint); remove a portion of the roof and construct an addition onto existing second story for a 542sq.ft. second story with two dog-house dormers and a 7'x20' open deck within footprint of first story; and for the existing 7'5"x3'10" outdoor shower. Located: 3140 Minnehaha - Boulevard, Southold. SCTM# 1000-87-3-40 TIME & DATE OF PUBLIC HEARING: Wednesday, January 15, 2025 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LF RF LO NSISTENCY ASSESSHM FdrD A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall-complete this CCAP for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions hwtuding Building Permits and other ministerial permits not located within the Coastal Erosions Hazard Area. 2. Before answering the questions in Section C, the preparer of this forth should review the exempt minor action list, policies and explanations of each policy contained in the Town of southold Local Waterfront Revitaliwdon Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a- determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all, local libraries and the Town Clerk's office. DESCREMON OF SITE AND PROPOSED•A.CUON . SCE I t?v o _ r6 "7 The Application has been submitted to(check appropriate response); Town Board Planning Dept. LJ Building Dept © ]Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.grasst,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action. l � ±C) � � � � Location of action: �� � ��i� 'rC�•t��� � 4� Site acreage: 0 0 �:. Present land use: Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following infonnation shall be provided: (a) Name of applicant: (b) Mailing address: (c) Telephone number:Area Code( ) (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑ if yes,which state or federal agency? DEVELOPED COAST POLICY Policy I. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,snakes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies;page 2 for evaluation criteria. Yes ❑ No ❑ (Not Applicable-please explain) ALE tVOW Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria Yes R No 9 (Not Applicable—please explain) Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section M—Policies Pages 6 through 7 for evaluation criteria Yes © 3jo 0 (Not Applicable—please explain) AA Jed ' 1 Yet Attach additional sheets if nee&WY NATURAL COAST POLICIES Policy 4. Niinknize loss of life,structures, and natural resources from flooding and erosion. See LWRP Section M—policies Pages 8 through 16 for evaluation criteria U Yes G No M5 (Not Applicable—please explain) Attach additional sheets if necessary Policy S. Protect and improve water Quality and supply in the Town of Southold. See LVMP Section Iff —policies pages 16 through 21 for evaluation criteria © Yes Q No M (Not Applicable—please explain) tee-) COAX Attach additional sheets if necessary Policy. 6. Protect and restore the quality and f=dG" of the Town of Southold ecosystems including Significant Coastal Fbh and Wildlife Habitats and wetlands. See LWRP Section III—Policies;Pages 22 through 32 for evaluation criteria. © Yes Mi NoIN (Not Applicable—please explain) `� �, , T, � . Attach additional sheets if necessary Policy 7. Protect and improve Bair quality in the Town of Southold. See LUMP Section III—Policies Pages 32 through 34 for evaluations criteria.See Section M—Policies Pages;34 through 38 for evaluation criteria © Yes ©No fg (Not Applicable—please explain) U I Atmch additional sheets if necessary Policy S. Minimize environmental degradation in To" of Southold Erom solid waste and hazardous substances and wastes. See LUMP,Section M—Policies;Pages 34 through 38 for evaluation ernerls. ©Yes ❑ No� (Not.Applicable—please explain) NO M OM-9 PUBLIC COAST PQLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. © WE] Nos (Not Applicable—please explain) e r Attach additional sheets if necessary WORKING COAST POLICIES Policy I.O. Protect Southold's water-dependent uses and promote siting of now water-dependent uses in suitable locations. See LWRP Section III--Policies;Pages 47 through 56 for evaluation criteria. Yes ❑ No Dj (Not Applicable—please explain) Attach additional sheets if necessary Policy 11. Promote su bdnable use of living marine resources in Long Island Sound, the Peconk .3stuary and Town waters. See LVMP Section III—Policies;Pages 57 through 62 for evaluation criteria. 0 Yes ❑ No R Not Applicable—please explain r Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See,LAW Section M—Policies; Pages .., 62 through 65 for.evaluation criteria. ❑Yes ❑ No Not Applicable—please,explain ^' ) Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy ,and mineral resources. See LVW Section III Policies;Pages 65 through 68 for evaluation criteria. ©Yes ❑ No Not Applicable—please explain tJY1EN i 1 r