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1000-87.-3-40
OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �y �'�� P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) 02 Telephone:631765-1938 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 Town of Southold LW�'C4I�MTF..�tCY AS + aNDEi�iT F®Rl�f FJAN O.P SouUiuio own A. INSMUCTIONS Planning Board 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other inforim don used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action Iis% policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its sigaafcant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Station C on this farm is answered "yes",then the proposed action may affect the achievement of the LWRP policy smdards and conditions contained in the consistency review law. 'fhus, 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 is the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all .,. dal h'braries and the Town Clerk's office. .B. DESCMMON OF SITE AND PROPOSED.A MON - SCE 10 y o c The Application has been submitted to(check appropriate response): Town Board PIanning Dept. tJ Building Dept © Bosrd of Trustees 1. Category ofTowm of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(eg.capital construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit;approval,license,certification: Nature and extent of action. ' O\A, , Location of action: -A'% Site acreage: 0 e ML Present land use: 'Awu- Falvllt i 11w Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: (b) Mailing address: (c) Telephone number:Area Code( ) (d) Application number,if any: WIII 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,makes beneficial use of coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies;Page 2 for evaluation criteria. fe Yes ❑ No ❑ (Not Applicable-please explain) a �D 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 (Ndt 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 III--policies Pages 6 through 7 for evaluation criteria Yes Q No � (Not Applicable—pie explain) Attach additional sheets if necessary NATURAL COAST POLICEES Policy 4. Minimize loss of life,structures, and natural resources from flooding and erosion.Sec LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes 13 No (Not Applicable—please explain) Attach addidons!sheets if necessary policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP Section M —Policies Pages 16 through 21 for evaluation criteria © Yes 0 No M (Not Applicable—please explain) P as is Ly Attaeb additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Signifitcaut Coastal Fisk and Wildlife Habitats and wetlands. See LWRP Section III—Policies;Pages 22 through 32 for evaluation criteria. © Yes R NoIN (Not Applicable—please explain} Attach additional sheets if necessary Policy 7, Protect and improve air quality in the Town of Southold. See LWRP Section III—Policies Pages 32 througb 34 for evaluation criteria.See Section M—Policies Pages;34 through 38 for evaluation criteria © Yes Q No M (Not Applicable—please explain) C� U l L Attach additional sheets ifnewsmy Policy S. An nimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LVYW Section JAI—Policies;Pages 34 through 38 for evafition criteria ©Yes No 0 (Not applicable—please explain) i5 PUBLIC COAST POZICIES Policy 9. Frovide for public access to, and recreational use of, coastal waters, public lands, and public re arces of the Town of Southold. See LWR1P Section In—Policies;Pages 38 through 46 for evaluation criteria. YeO No'M (Not Applicable—please explain) vwT T Attach additional sheets If necessary WORKING COAST POIACIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses In suitable locations. See LWRP Section ILE—Policies;Pages 47 through 56 for evaluation criteria. (11 Yes ❑ No �, (Not Applicable—please explain) . y� 9 Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic estuary and Town waters. See.LWRP Section III—Policies;Pages 57 through 62 for evaluation criteria. M Yes CJ No R Not Applicable—please explain Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LW.RP Section III—Policies; Pages 62 through 65 for.evaluation criteria. Yes Q No 9 Not Applicable—please exonin 6 tlL. C, la. ) _ W Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies;Pages 65 through 68 for evaluation criteria. 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(9566S) TOWN OF:SOU7NOLD o a SUFFOLK COUNTY, NEW YOW DATE• 1011512021 y of \ JO8 NO. G21-7537 r FORCER EAO� SCALE I'm — 20' OR EEN N a �1 N0 NO MAR ems' 0 4A89 LD IV Is 00 wtllpizo '�tz�Q��� { \ �►�J�• �$ tag � GUARANTEES INDICATED J, SHALLUN ONLY 70 THE PERSON FOR WHOM E SURVEY ��"� IS PREPARED AND/OR AGENCY, AND ARE NOT 7RAIVSFERABLE CERTIFIED 70: �o� �� 1 �-•- Cindy-Frunkenbach ,A Spano Abstract Service Corp. '. Title No. SP46437-S �.9 First American Title Insurance Co. N OT Y of RMERE- 'AO OR F. PpE� - GARY BENZ, L.S. �S L00 A .. 'Soo Surveying and Land Planning v 527-B Ha�rkinm Avenue \ Ronkonkoma, N.Y. 11779 GaryBenzLS®Yahoo.com \ (631) 648-9348 . THE EXISTENCE OF RIGHT OF WAYS, WETLANDS, UNDER GROUND UAUTIES� UNAUTHORIZED AL7ERAnON OR ADDITION TO THIS SURVEY IS A COPIES OF THIS SURVEY MAP NOT BE ARWG THE LAND SURVEYOR'S INKED SEAL AND/OR EASEMENTS OF RECORD !F ANY, NOT SHOWN ARE NOT GUARANED V/OLAT]ON OF SECTION 7209 OF THE NEW�I�RK STATE EDUCAITON LAW. OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. ui i .. Go�fav�nq/Dundee I AM®JMZMW Oava LNM PatlBTEi[i - t, 7 fa zaam MAR EM8'iMCt R< - M 2024 • DOB COPfi'�ITS a 4lD-- — � Q L, SITE SE=ION AT NEARES7F'O1NT OF F'ROPERT]`Lm to HGm Q G<DREY G(RLrE1C.. :. ad .R l t l r qy ewai�., 1" z I PIaoF�sEp ( t ' p W i 163' 9 DECIG" 1 II AtA AN 4I:1"SIS ( l 6s0£F VA 1< 3iR�Cs 6HAaEp A1�A- —t' cf ff � Q (dfG6iT2'SF VEUJW — r GO 213 8� 00 -- —L^— -- MGM ----------- --- ---- _ F 3z3 OF Ddd?ING UARAGF- tetAis % _ Jsu� O ! I ISTT --"-1--_ t 1 L� ADDITION/.ALTERAT1ONS 0f ns• { > , ( / ;. »clsra Lor.ata>=A e.��vaza�, . tz3ta sF FRAN ENSAC14 FMSIDENCV D LOT AF2Ed COVE 9C,E Iz38 SF 3140 MH4M4Al4A OLVD. / ( (ND CUAMEYO LOT AREA ) SQUTrTOLD,NY ml 793' w. 'tU:TR ' aeamrz aar I i g . �l SI'[E PLAN ( ZONQJts CALCULATIONS % . � ZONiNCs 1NFO12h1iATrON". r r�rllrr�DI STRIOT. R 40 N 34'13'0D°UI +�' 276 LOP a 40 ;1 M I N N E N A N A B O U L E Y A R`D ALLouc4eLs LOT covERort:.20% ` TOTAL ALL.OUiAME LOT COVOPAfaE 0 1,58d 8F MdOTMG LOT AMA.IWo SF tJ E)dBrING"COTAL LOT bOV.ERACaE-- I,W'SF, 15.6% a�ovsaxa. mwposED LOT COvEh�w- L2AgF, 15f, 140 CHANGE IN,LOT CameAcm w SITE PI..�N ?x YARD SETB�=& - PI R SURVEY 01ATiOM.TAKETS FROM ' FRONT S$TBACiG .35'HIT1� GStIt�D 1 fAR 13.2mQ4 SCALE=1!8'.I'-®° ( SURVEY F'REPAREP'F1Y REAR 35'Y x f?E�t mw c' "aaae DECc b:2023 CsARC f31=NZ.L8 81DE YARD.S>_TBA K A.t0 HK RFAUIRED �anmm mr DATED tm115/10ZF' y . YARD''SSTBACK B=15:MIN-FWWIRED r im N slc 'A@02°vITEfi'LAN a t EXISTI A fNf 15 NON-�oR IM UTTN'IWSFt=ro Y BETf3ACiC w A-002 GENERAL NOTES LEGEND LIST OF DRAWINGS Gustayson/Dundee L CDPYm g ® 2024 AIL mGRTS R@SRRY® I. All work shall comply.with the requlrements of all local 21, The General Contractor's and Subcontractor's required 0 EXISTING WALL TO REMAIN <Z 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 CONSULFAM. local codes and requirements of the owner's. ==_ ] EXISTING To BE REMOVED 0 DOOR DESIGNATION-3694•36'x 84"OR 3'-C'x r-m' A_002 SITE PLAN,ZONING INFORMATION L Insurance carrier. A. Worker's compensation and employer's liability Insurance,with limits of no less than *100,000 and R TO ZEF ExwAusT FAN-SO CFM OR AS NOTED IN SPECIFICATIONS A-003 BUILDING DEPARTMENT COMPLIANCE INFO. 2. Contractors submitting proposals for this protect shall as required b employees benefit act or other ® NEW PARTITION STRUCTUREFROM A50 q yUNDERSIDE OF STRICTURE ABOVE: first examine the site and conditions thereon,and statutes applicable where the work Is t0 be 2x4 OR 2x6 WOOD STUDS,I6'OL WITH LL pp WARD DETECTOR A-004 DEMOLITION PLAN AND NOTES proposals shall take Into consideration all conditions performed,as will protect owner's contractors I LAYER�°OR A'i'YaWB EACH SIDE. aD HARD WILD WITH BATTERY BACK-UP as the affect the work under this contract. Failure to From an and all liability under the aforementioned OR EXTERIOR WALL CONSTRUCTION A-101 BASEMENT d FIRST FLOOR PLANS REUSIONS. y y y examine the site shall not relieve the contractor of acts or statutes. SEE TYPICAL WALL SECTION CAR30N MONOXIDE DETECTOR the necessity to provide any and all work that may be A-102 SECOND FLOOR t ROOF PLAN QI MAR 13,2024 required to complete the,Job without additional cost B. Comprehensive general liability Insurance(including ® SPECIAL PARTITION-SEE DRAWING 41, ELEVATION,SECTION OR DETAIL DOB COMMENTS to the owner. owner's and contractors' future liabilityInsurance) MARKER A-201 EXTERIOR ELEVATIONS 0 CONCRETE FOUNDATION OR SLAB HIS HOSE BIBS 2 AUG with the following minimum limits or liability: Q 16,2024 3. Work shall not commence until an approval has been HD HOLD DOWN BRACKET A-301 TYPICAL WALL SECTION d HOUSE SECTION obtained from the owner and a building�ermit has a. Bodily injury liability, A-501 WINDOW AND DOOR SCHEDULE been secured. Owner shall determine commencement each occurrence fij000p00. OWNERS WORK date and shall notify General Contractors PLUMBING AND GAS RISER DIAGRAMS In. Bodily injury liability, E-101 FIRST d SECOND FL.ELECTRICAL PLAN 4. Contractor shall pay for and obtain all ewts required aggregate $1,000000. Owner shall purchase the following Items: 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 d fittings.Material only.G.C.to Install. authorities having Jurisdiction. each occurrence #1000,000. 2. Bathroom floor d wall tile.Material only.G.C.to install 5. Contractors shall have approved working drawings and d. Property damage Iiabllity, 3. Decorative lighting fixtures.G.C.to Install. building department-approved permit drawings on site. aggregate $1,000,000. All recessed Ilghtllng 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. aggregate 0,000,000. 5. Bathroom vanities.Material d Installation.G.G.to b. Contractor shall verify all dimensions and conditions lumbin In the field prior to start of work coordinate It Is his sole Such insurance shall provide coverage For p 9 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 or others arising from COMPLIANCE NOTES �. 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 labor relations and must be capable G. Comprehensive automobile liability Insurance 2020 New York State Residential Code. 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 g 9 non-owned In the following minimum amounts: High Wind Wood Frame Construction Manual from S. The general conditions of the contract for construction, American Forest d Paper Assoc.and The American Wood Council. AIA Document A201,latest edition,shall apply to this a. Bodily injury liability, 3. Design or hurricane straps and other ties From the project as If written herein. Contractor shall comply each person $1,000000. Simpson Strong-Tie Wood Construction Conner-tore Catalog. with all requirements listed to 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 $1,000000. 10. Prior to commencement of work,contractor shall supply c. Property damage liability, LOCATION PLAN NOT TO SCALE a list of the names,addresses,and telephone numbers each occurrence sIp00000. of the subcontractors to be used on this project. D. Construction at-oil not commence until certificates SECTION = 81 II. Contractor shall comply with all provisions of the of Insurance have been delivered to owner. Occupational Safety and Health Act. O = E. Indemnity: Contractor shall fully protect,defend, BLOCK 3 12. G.C.shall apply for and pay for all utility meters and Indemnify and save harmless owner,architect,and P� LOT 40 rRorscrNaus: all temporary utility services,as required, engineers against all liability judgments,damages, J ADDITION/ALTERATIONS 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 Therefore all mouldings,sizes and alignments are 2 IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, FRANKENBACI-I RESIDENCE critical to create the desired effect. 22. The architect and engineers shall not be responsible F UNLESS ACTING UNDER THE DIRECTION OF A 3140 MINNEHAHA BLVD. for the contractors'methods and means or construction. S LICENSED ARCHITECT,TO ALTER AN ITEM ANY WAY. SOUTHOLD,NY 1113�1 14. Construction equipment and materials are to be located y IF AN ITEM BEARING THE SEAL OF AN ARCHITECT In confined areas and shall not block exits during 23. Guarantees for all work shall be for a period of one S IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX DRAWNG rrrze: ownetruction. Items shall be stored as directed by year,unless otherwise noted. Contractor shall furnish to TO HIS ITEM THE SEAL AND THE NOTATION Zr "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 d 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 Nally removal of GENERAL CONTRACTOR TO PROVIDE THE NORTH FOLLOWING AT COMPLETION OF PROJECT: GUST4 trash,rubbish and surplus materials resulting from ,P construction. AFFIDAVIT OF FINAL COST O 11. The contractor shall supply all mailers and grounds for DECAL DESCRIBING FRAMING ON METER PAN DUNDES fixtures,fittings,and equipment as required. 15. No demoliton or alteration to the building structure will ENERGY CODE COMPLIANCE GARDEN CITY.NY 11530 .(212)-251-0212 be allowed unless otherwise noted. THE PROPOSED PROJECT 15 ANALYZED USING THE 2020 113. Prior to an excavation,G.G.shall contact local utility NEW YORK STATE ENERGY CODE. y y GENERAL CONTRACTOR SHALL POST A PERMANENT and obtain approval for underground work DESIGN CONSIDERATIONS: SUFFOLK COUNTY -CLIMATE ZONE 4(TABLE 301.0 CERTIFICATE NEAR THE ELECTRICAL DISTRIBUTION PANELS LISTING ALL PREDOMINANT R-VALUES, ARCHITECTURE 20. G.C.shall submit partial lien waivers with each WND DESIGN sul3uECT To DAMAGE FROM ICE BARRIER U FACTORS FOR FENESTRATION,TYPES OF & DESIGN application for payment. Application for payment LOAD D�,� SEISMIC DESIGN WIND DESIGN �E��T FLOOD AIR FREEZING MEAN ANNUAL EFFICIENCIES OF HEATING,COOLING AND SERVICE shall be made On standard A.I.A.form. SPEED(MPH) TOPOGRAPHICAL WIND BORNE CATEGORY WEATHERING FROST LINE TERMITE TEMPERATURE REQUIRED HAZARDS INDEX TEMPERATURE WATER EQUIPMENT AND OTHER ITEMS AS LISTED GTS DEBRIS ZONE DEPTH 20 120 NO NO 15 SEVEF'E 3' MOD.TO HEAVY B YES ZONE X 496 52.9 IN SECTION 4013. PROJFcr No: GC shall submit drawings and forms to local Building 2311 Department for approvals and secure permit prior ALL ITEMS LISTED IN SECTION 401.4.1- BUILDING �o0,r+�w"� \ sous: THERMAL ENVELOPE SHALL BE DURABLY SEALED \III to start of work INSULATION AND FENESTRATION REQUIREMENT BY COMPONENT TABLE 402.1.1 TO LIMIT INFILTRATION. COMPLIANCE SHALL 13 • s RSWSMNNo: Contract shall Include 1591. DEMONSTRATED BY EITHER A BLOWER TEST OR down payment,payments REQUIRED CLIMATE ZONE 4 PROPOSED VISUAL INSPECTION. SEE 402A2.2 m ,•�.,� e' AUG 16,2024 each month for work completed with 109;retatnage. rssys wra: At substantial completion,retainage to be reduced GLAZING U-FACTOR 035 028 I ALL SUPPLY DUCTS IN ATTIC TO BE INSULATED TO to 59e with Final payment made 30 days after CEILING R-40 R-38(CONT.OVER TOP PLATE) sew DEC.Fi,2023 �' (PARA.4022.1 PERMITS R-38) MINIMUM R-8. ALL OTHER DUCTS IN ATTIC TO BE completion of work DReIrR✓c Przs: WALLS R-20 OR 13 •5 CONT R-21 I INSULATED TO MINIMUM OF R-6. SEE SECTION 403. PLEASE BE ADVISED THAT TO THE BEST OF MY KNOWLEDGE, A001TITLE AIA contract form to be used as basis For contract. BELIEF AND PROFESSIONAL JUDGMENT,THESE PLANS AND DJUNWc No: FLOOR R-113 R-30 SPECIFICATIONS ARE IN COMPLIANCE WITH NYS ENERGY CODE RECESSED LIGHTING INTO BUILDING ENVELOPE BSMT WALL R-13 INT R-IS SHALL COMPLY WITH SECTION 402.43. CRAWL SPACE R-10/13 EXTANT R-I0/l5 EXTANT 14- 001 r Gustayson/Dundee COPYRIGRr m 2024 AIL RICRIS RESERVED CONSULTANTS: rxISTRAG CHIT NEY-NO CHANGE I I O r REVISIONS: Exlsrrtr, QI MAR 13,2024 GARAGE-NO I DOB COMMENTS ORANGE 450 45 D QQ AUG 16,2024 SITE SECTION AT NEAREST POINT OF PROPERTY LINE TO HOUSE 0 C O R E Y CREEK S 26• 95 83' _--� 51.92' _ S 42-46'31_1- 1 / / If j / IQ / i ewCP'AIOAREA ANALYSIS . AO 690 SF l EXISTING SWOOWER EN D / EXISTING DWELLING / ! ® 12 SF w Z / m 2O9 !/ G 213 SF 1406.42 SF EXISTING PROPOSED ! / 1,833.95 SF Q ! I6S s DECK 323 SF EXISTING GARAGE 4., 0 / I Q 595 SF SECOND FLOOR AISRAGE SHADED AREA _ �� Fp�OLR AC�SFgO per' % Q EXISTING LOT AREA COVERAGE 1�38 SF _L _�__________________ __ExLSTDIG __ ! / Q PROPOSED LOT AREA COVERAGE = 1�38 5F EXISTING R� - ADDITION/ALTERATIONS 'U (NO CHANGE TO LOT AREA COVERAGE) FROJECr MALT. 1ST FLOOR ADDITION/ALTERATIONS I0'8l: 1 121. LINE OF T �F !/ / ? � AND F-R FRANKENBACH RESIDENCE ZQ- ZONING INFORMATION 3140 MINNEHAHA BLVD. DOM IERS /! % Q SOUTHOLD,NY 11911 ae7 ! z ZONING DISTRICT = R 40 / J SECTION = 81 DRAmrc rma: 41 1/ y ! BLOCK = 3' SITE PLAN 0 LOT - 40 ZONING CALCULATIONS 0 /! m a �c 3 GROSS SQUARE FOOTAGE FIRST FLOOR= 1,238 GSF rzxlsT—R`iL DRIVEWAY ! GROSS SQUARE FOOTAGE SECOND FLOOR= 595.95 GSF GUSTAVSON z TOTAL PROPOSED GROSS SQUARE FOOTAGE = 1,833.95 GSFLu . . ES -------- ----------- ____ -_ W-------- ----------- __ / PROPOSED GROSS SQUARE FOOTAGE IS UNDER MAXIMUM N 34.13'00"W 12AO' N 26.08-00 y_' _ ALLOWABLE GROSS SQUARE FOOTAGE OF 2,100 SF GARDE"CITY,"Y 11530 2Z60' ALLOWABLE LOT COVERAGE 20 q TOTAL ALLOWABLE LOT COVERAGE = 1,584 SF MINNEHAPA B O U L E V A R D EXISTING LOT AREA - 1,928 SF ■ EXISTING TOTAL LOT COVERAGE - IZ38 SF, 15b q PROPOSED LOT COVERAGE - 1238 SF, 15.E q (NO CHANGE IN LOT COVERAGE) FROIECr NO. e= 2311 YARD SETBACKS: '°"9F010�C�r sacs: SITE FLAN FRONT SETBACK = 35'MIN.REQUIRED REVISION NO: P I SURVEY INFORMATION TAKEN FROM REAR = 35'MIN.REQUIRED ° ..,,�o°= AUG 16,2024 002 SCALE = 1/8" - I'-0" ® SURVEY PREPARED BY SIDE YARD SETBACK A = 10'MIN.REQUIRED ISSUE DAIS.- N GARY BENZ,L.S. SEAL. DEC.6,2023 DATED 10/15/2021 SIDE YARD SETBACK B 15'MIN.REQUIRED ORANWC FNS: Amm2SITEPLAN EXISTING DWELLING IS NON-CONFORMING WITH RESPECT TO DRAGNC NO. REAR YARD SETBACK A -002 -I GuEtaveon Dundee NAILING SCHEDULE (TABLE 31) MINIMUM ROOF LIVE LOADS — SLOCIGNO AT ENDW • cM]UGHTr zou 2w ALR,wcurs Eese$ven JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING P1.2 E37HIYi (N POUNDS-FORCE PER 601AFE FOOT OF HORIZONTAL PROJECTION) mso1 ru. , n°o•BT vn RAFTER TO TOP PLATE 3-ED COMMON NAILS PER RAFTER STRUCTURAL PANELS, TRIBUTARY LOADED AREA 'eat mNSDarANrs (TOE NAILED) °I CEILIG JOIST TO TOP PLATE 3-BD CCWCN NAILS PER JOIST BD GO'xTON NAILS 6.OC AT PANEL EDGE AD 12'GO IN FIELD SQUARE FEET FOR ANY a� B (ice NAILED) ROOF SLOPE S STRUCTURAL HEMBER DIAGONAL BOARD, CEILRYa JOIST TO PARALLEL T-IbD COMMON NAILS EACH LAP i RAFTER(FACE NAILED) 7-BD COMMON NAILS PER SUPPORT 4 ES PER FOOT( TO LE89 N TR INCH nM.w 12 nrwEe PER poor(W(w CEILING JOIST LAPS OVER T-ISO COMMON NAILS EACH LAP I PARTITIONS(FACE NAILED) CEILING SHEATHING .,•°° COLLAR TIE TO RAFTER 4-eO COMMON NAILS PER TIE REVISIONS: (FACE NAILED) SO COOLERS T°AT PANEL EDGE AND 10°OC M FIELD BLOCKING TO RAFTER 2-BD COMMON NAILS EACH END MINIMUM I NIFnrd•'RLY DISTRIBUTED LIVE LOADS ATTIC FLON.OR BOR LOCKING 18 NOTDIAPHRAGM1REQUIRED WHEN AN Q MAR 13,2024 (TOE NAILED) - BRACE THE GABLE CEILINGIENDWALL OR WHEN IA USED PDROOF f M POI?ID8-FORGE PER(oQUA.ig FOOT OF HORIZONTAL PROJECTION) DOB COMMENTS RIMI �,41ZD�DO RAFTER 2-16D COMMON SYSTEM IS USED Mar NAILS EA Erro © AUCs I6,202d EXMEIxoR eALcaNle$ 60 LSTA24 20 GA RIDGE STRAP-24"LONG ENDWALL BLOCKING DETAIL IUALL FRAMING HEADER SCHEDULE (TABLE 321) d° DES IV INSTALL IIG"WIDE 20 CIA GALVANIZED TOP PLATE TO TOP PLATE 2-16D C"ON NAILS PER FOOT FOR 2 X 4 WALLS, ATTICS UTHOUT BTORACB 20 STRAPPING•I6"OC WITH 2-W TIImIL TVIWAL (FACE NAILED) ATTIC$WITH STOR469 Am NAILS•EACH END. MIN.12"BEARING WAPM ALL OPENINGS JACK OR STUDS E CH SIDE 2-2 X B MMMIN1 TOP PLATES AT MTERSECTIGNS 4-I6D COMMON NAILS JOINTS-EACH BIDE HEADER WITH 7 JACK STUDS EACH SIDE SROC"CEEP OTHER THAN BLEEPING R2CM8 ,� ON RAFTER SURFACE w (FACE NAILED) 5TAIR5 $ ALL Of'ENRY.9 4'-6°i0 6'-0°REGLIRE 2-2 X 10 MMIMIIPM 40 STUD ID 2-I&D CCM CN NAILS 24'oc WITH 2 JACK STUDS EACH BIDE STAIRS 200 I . GUARD RAILS/NAlIDWMILB FOR 2 X 6 WALLS. t+ HEADER TO HEADER *0 COMMON NAILS IS-OC ALONG EDGES am (FACE NAILED) ALL OPENINGS LESS THEN 6'-0'IE=IRE 3-2 X 8 MNM M TOP OR BOTTOM PLATE 2-ISO COMMON NAILS PER 2 X 4 STUD HEADER WITH 2 JACK STUDS EACH SIDE .GLAZING PROTECTION FROM WIND BORNE DEBRIS WHERE REQ'D TO STUD(END NAILED) 3-ISO COMMON NAILS PER 2 X 6 STUD ALL OR{74IN33 b'-O'TO W-0°REONIRE 3-2 X 10 MINIMUM NOTE'PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF sn.aMerz�ea 4-16D COMMON NAILS PER 2 X B STUD WITH 2 JACK STUDS EACH SIDE 1/I6°AND A MAXIMUM SPAN OF 9'-0'FOR EVERY WMDOUL PANELS a xlrffnv SHALL ISE PRE-CUT TO COVER THE GLAZED OPENINGS,LABELED WITH NnB w•'v sis a BOTTOM PLATE TO FLOOR JOIST. 2-I6D COMMON NAILS PER FOOT ANY OPE NMGS LARGER THEN SIZES LISTED OR SUBJECT TO APPROPRIATE ATTACFP'ENT HARDWARE.ATTACHMENT HARDLLWRE ��� SANDJOIST,END JOIST OR POINT LOADS OR OTHER UNICAM CONDITIONS REQUIRE BLOCKING,(FACE NAILED) - A FLITCH BEAM OR OTHER ENGINEERED HEADER SHALL BE PROVIDED M ACCORDANCE UT14 THE CHART BELOW. ITS �:,F: FASTENER TYPE F4BTENETx SPACING �•^� Phi PAIML SPAN PAIEL SPAN PANEL SPAN w.4L TOP PLATE SPLICE DIMENSION (TABLE 320) SECTION 4'-0' 4'-b' b'-B• JOIST TO SILL,TOP PLATE 4-BD CCIIM N NAILS PER JOIST THE MINIMUM SPLICE DMIE NSION FOR DOUBLE TOP PLATES 2 VY L`W.SCREB 1. Q• 9' OR GIRDER(TOE NAILED) TO BE 4'-0'OR THREE STUDS BAYS x In••e W.Bcrgu3 Ib• Ib• Q• ANCHOR BOLT SPECIFICATION BRIDGING TO JOIST 2-BD COMMON NAILS EACH END DOUBLE TOP PLATES SHALL OVERLAP AT CORA'ERS AID AIL lice NAILED) AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR LOAD BEARING WALLS L USE 5/8°DNA.ANCHOR BOLTS WITH MM.T• BLOCKING TO JOIST 2-BD COMMON NAILS EACH END GENERAL NOTES EMBEDMENT INTO CONCRETE WITH 3"SQUARE X ROE NAILED) 5/16"WASHERS AND END NUT SETUP c1CMG TO SILL OR Top 3-IbD cCT•xMCN NAILS EACH BLOCK SILL PLATE ANCHORAGE (TABLE 32A) MTS30- 16 GA STRAP FROM RAFTER TO STUD BELOW 2. ANCHOR BOLTS NOTED ARE NOT TO BE USED FOR BLOCKING (TOE NAILED) L ALL CONSTRICTION 15 TO COI&ORM TO NY5 AND LOCAL BUILDING CODES. OR REPLACED BY HOLD DOWNS FOR SHEARUALLS ANCHOR DOUBLE PLATES TO FARE U TI TH WITH 5/e'ANCHOR BOLTS 2 ALL PLUMBING IS TO CONFORM TO COUNTY AND LOCAL HEALTH DEPT. INSTALL 14"WIDE 20 GA GALVANIZED 3. ONE ANCHOR BOLT TO BE LOCATED BETWEEN LEDGER STRIP NAILED) BEAM 9-IbD CCtP'ION NAILS EACH b18r Ib•LONG 3'-0°OC WITH 3°e(xL1RE I/B•M WASHERS REQUIREHQITS. STRAPPING•I6°OC WITH 3-BD 6°MM TO Q°MAX FROM ENDS AND CORJEix START ANCHOR BOLTS Q'FROM EACH CORER OR INSTALL NAILS•EACH END. MIN.Q°BEARING JOIST ON LEDGER TO BEAM 3-8D COMMON NAILS PER JOIST SIMPSON HOLD DOUN AT OORERS 3. ALL ELECTRICAL WORK IS TO CONFORM TO LOCAL,NEC.AND UNDERWRITERS ON STUD SURFACE (TOE NAILED) REQUIREMENTS. BAD JOIST TO JOIST 3-ISO COMMON NAILS PER JOIST COORDINATE LOCATION OF ANCHOR BOLTS WITH FLOOR JOIST LOCATION SHEATHING TO BE NAILED TO TOP PLATE (ETD NAILED) SO THAT ANCHOR 13OLTS DO NOT NTEFFEE UT14 JOISTS 4. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS M FIELD PRIOR TO START OF WORM NOTIFY ARCHITECT OF CONFLICTS 4 DISCREPANCIES. BAND JOIST TO SILL OR TOP 2-16D CCMI ION NAILS PER FOOT INSTALL 20 GA HURRICANE STRAPS UNDER PLATES AT EVERY STUD RATE(Tce NAILED) 5, DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS OVER SCALED DIMENSIONS. LARGER SCALE DETAILS TAKE PRECEDENCE OVER SMALLER DRAWINGS. ROCF SHEATHING (TABLE 30) 6. THE ARC14 TECT 15 TO BE NOTIFIED OF ALL REVISIONS TO THE DESIGN AND IS SIMPLIFIED ROOF SHEATHING NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. W-0-PERIMETER ZONE, PRESSURE 4 NAILING ZONES T. THE CONTRACTOR 15 RESPONSIBLE FOR ADEQUATELY BRACING ALL WORK BD COMMON NAILS 6'OC AT PANEL EWE AND 6'OC IN FIELD DURING CONSTRICTION AGAINST BIEAKNG,COLLAPSE,DISTORTION AND MISALIGNMENT ACCORDING TO ALL CODES,STANDARDS AND GOOD INTERIOR ZONE, PRACTICE ALL SURFACES TO BE STRAIGHT,LEVEL AND PLUMB. eD CQ'MbN NAILS 6•OC AT PAEL EDGE AND Q•x IN FIELD rl, ® ;© 8. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS AS PER CODE i SEE DETAILS ON STRAPPING 20 GA HURRICANE STRAPPING TO BE INSTALLED OVER RIDGE AT EACH THE INSTALLATION O=ALL PRODUCTS AND MATERIALS TO CONFOI3T TO AT FOUNDATION AND OTHER INFORMATION RAFTER E>MBV 2'-0°MMMIIPM ON EACH SIDE ATTACH STRAPS AS HMWFAGTURERS RECOMMENDATIONS AND REQUIR£MET1T6. PROJECT NAME: PER MANUFACTURERS RECOMMENDATIONS O ADDITION/ALTERATIONS 10. CONCRETE TO BE 3500 P51 MINL 01.1 2 TON PER SQUAFE FOOT, SOIL BEARING CAPACITY. PORCHES,STEPS,GARAGE SLABS AND OTHERWALL SHEATHING (TABLE 3.9) � O OR /' EXPOSED SLABS TO HAVE 3500 PSI MIR CONCRETE. VERIFY SOIL en0 alsM°"CP TYPICAL NOTES THAT APPLY FOR FOUNDATIONS / I BEARING CAPACITY IN FIELD. STEEL TO BE ASTMI A-36. Fw°I I, —ov Q, 0•drl•d n eve 4'-0"EDGE ZONE, I °°= FRANKENBACH RESIDENCE � O L HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SO ClM1ON NAILS 6°OC AT PANEL EWE AND Q'OC IN FIELD I IL DOUBLE FRAME AROUND ALL OPENINGS,UNDER PARALLEL PARTITIONS (SIMPSON 14DQB OR PH06) 3140 MINNEHAHA BLVD. AND UNDER TUBS. SPACE JOISTS Q"OC UNDER ALL BATHROOMS AND SOUTHOLD,NY 119l1 INTERIOR ZONE: i / KITCHEN AND OTHER AREAS WITH STONE FLOORING. 2. SIB"ANCHOR BOLT IS'LOW.MR•3'-0°OC i � © pR pR CSI6 16 GA FLOOR TO FLOOR TIE WITH 3°BY 3"BP WASHER(Q°FROM CORNERS) ED COMMON NAILS 6'OC AT PANEL EDGE AND Q'OC IN FIELD I / I I COORDINATE LOCATION OF ANCHOR BOLTS WITH FRAMING DRA•IXC 2T719. © i® � Q. HEAVY DUTY JOIST HAYaER3(TECO)REQUIRED AT ALL FLUSH CONDITIONS. i B. ALL FRAMING LUMBER IS TO BE DOIG-FIR 2,Rb•1150 PSI,E•IAM PSI INSTALL pG WIDE 20 GA GALVANIZED 3. ALL BEAMS BEARING ON CONCRETE FOUNDATION WALLS TO BUILDING CODE COMPLIANCE SIMPLIFIED WALL SHEATHING I STRAPPING•16°OG WITH 3-ao ' � , I ALL HEADERS AND GIRDERS TO BE DOUG-FIR 2,Rb•Q50 PSI,E LTM PSI. NAILS•EACH END. MIN.12"BEARING REST ON STEEL BEARING PLATES. ALL LVL'6 NOT TO CONTACT INFORMATION PRESSURE 4 NAILING ZONES _ _ y—�J UNLESS OTHERWISE NOTED ON THE FRAMING PLAL Kiln dried. ON STUD SURFACE CONCRETE. DO NOT PACK LVL'b-ALLOW VENTILATION. 14, PREFABRICATED FIREPLACES AND FLUES SHALL BE UL QT APPROVED. B. PROVIDE BRIDGING OF SOLID 2X OR IS GA STRAPS NOT TO EXCEED W-O"OG. •. 1 16. PROVIDE DAMPROOFING AT ALL EXTERIOR FOUNDATIONS WALLS. GUSTAVSON f® TI. ALL FLITCH PLATES,LVL'S AND GIRDERS TO BEAR ON 50LID U1COD POSTS AND HAVE SOLID BLOCKING DON TO FOUNDATION WALLS. . . ES O i ® 19. INTERIOR BEARING WALLS TO BE BLOCKED 4'-0'OC. RATIO LIMITS•H/L�C 3 1/2 ® i ©® IS, ARCHITECT 18 NOT RESPONSIBLE FOR SUPERVISION. PLYWOOD NOT SHOWN GARDEN CITY,NY 11500 20. BATHROOM FXWAIJ5T VENTILATION SHALL SUPPLY A MINIMUM O=80 CFIM FOR FOR CIIIRITY INTERMITENT USE AND 20 CFM FOR CONTINUOUS USE. DECIBEL RATING TO BE OR BLOCKING SEAMS WALL SHEATHING NAILING SCHEDULE ROOF SHEATHIN $OLp G NAILING SCHEDULE 10 SONES OR HIGHER 2L HEATING SYSTEMS SHALL BE REQUIRED TO PROVIDE AND MAINTAIN A MINIMUM ZONE 5 ZONE 6 ZONE 1 ZONE 2 ZONE 3 ZONE 4 OF 68 DEGREES F AT THREE FEET ABOVE THE FLOOR AND TWO FEET AWAY - ARCHITECTURE FROM EXTERIOR WALLS IN HABITABLE ROCMS. I IGN FIELD 12"O.C. 12"O.C. FIELD 5°OG. 12"O.G. 3°O.C. 4.O.C. 22. GLAZING SHALL CONFORM TO THE NYS RESIDENTIALCODE. TEMPERED GLAZING I PLYWOOD SFE4THM • ES IN ALL SIDELIGHTS AND DOORS. BD COR"4utON NAILS®8' EDGE b°O.C. 6"CO. EDGE d°OL. 61 O.C. 3"OG. 4'O.C. 23. ALL NEW BEDROOMS AND HABITABLE SPACES BELOW GRADE SHALL HAVE O.C.®CAE 8 FE1.D. _ EGRESS WINDOWS. PROISCr NO: ALL I/J°EXT.PLYWOOD WALL SHEATHING TO BE SECURED ALL 1/2'EXT.PLYWOOD WALL SHEATHIRNG TO BE SECURED 2311 et Tvm WITH Sol COMM ON NAILS-21 X II I/1'GA-PATTERN A9 WITH Bd COMMON NAILS-2 I/2°X 10 VA'GA.- 24. PROVIDE A HARD-WILD SMOKE AND CARBON MONOXIDE DETECTION SYSTEM Ste' -PATTER)AS WHERE REQUIRED BY CODE AID AS SHOWN ON THE DRAWINGS. CONNECT TO ` '�a INDICATED ABOVE. INDICATED ABOVE. CENTRAL STATION WITH BACK-UP POWER SOURCE. HOLD DOWN SEE • boa DETAILS TFIS SHEET TABLE R30120V 25. ALL STAIRWAYS SHALL CONFORM TO THE NYS RESIDENTIAL CODE AND A8 NOTED: RMSION NO, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GraANrn U� eEleMlc NIrLR�re DAn�.EFReM- unNTER FLOOD wom STAIRWAY WIDTH 36 INCHES MINIMUM HANDRAIL HEIGHT 34 R • •aM�•o� AUG 6,2024 ISSUE mrz. woW SPEW DEBIw Hd2STLINE DE$xaN HAZM� ew�euRE MAXIMUM RISER NT 8 IiA" MAXIMUM HANDRAIL HEIGHT 30 M s8� DEC-6,2023 LOAD (MPNU c.4 ueaTagRMn DEPTH TP_R9TE$ DECAr TETMP MIN.TREAD DEP'THI 9 INCHES MINIMUM HANDRAIL DIAM. 114 M 45 F'SF I10P)u N461AU OEVE112 3'-0• T TE BL�ETTre N ASPER a MIMIMUM NOSING Dp INCHES MAXIMUM HANDRAIL DIAM. 2 IN. DRAIWc N•1Lc: 30 MAXIMUM NOSING I s INCHES MIN"HANDRAIL CLEAR I V.IN MIN.CLEAR 14EADRM 84 INCHES MINIMUM NO.OF HANDRAILS ONE A0035LDGNOTES NOTE,THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN - MINIMUM ILLUMINATION 10 F 6 M. MINIM MI GUADRAIL HEIGHT 3 SHEARWALL SEGMENT DETAIL ITYP) FOREST AND PAPER ASSOCIATION(AF 4 PA)WOOD FRAME CONSTRICTION MANUAL L SHEATHING AS PART OF SHEARUALL SEGMENT WHERE NOTED ON FLOOR PLAN SHALL BE CONTINUOUS FROM BILL TO DIMING NO: BALUSTER SPACING AT ALL TYPES OF RAILINGS SHALL NAVE A MAXIMUM 4 IN. TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. ,T �L FOR ONE AND TWO FAMILY DWELLINGS,I995 SBC HIGH WIND EDITION. CLEAR OFW_ MAXIMUM 6 INCH DIAM.OPENING AT THE TRIANGULAR SPACE 2. HOLD DOWNS REQUIRED AT ALL CORERS OF STRUCTURE(SIMPSON WOOD OR PHD6) )/�\ }/�//J 3 D E M O L IT ION NOTES Guataveoa/Dundee coFrwcRT m2124 - All HIOR'19 RHSHRVRD I. ALL DEBRIS SHALL BE REMOVED BY THE G.G.FROM THE SITE AND DISPOSED OF IN A MANNER APPROVED T. G.C.TO MAKE AVAILABLE A MINIMUM OF TWO(2)ABC 12. GENERAL CONTRACTOR TO PROVIDE TEMPORARY IS. REMOVE ALL EXISTING CERAMIC WALL WHERE NOTED. MNSD67AM.- 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 SWEFT ON A DAILY BASIS. PREMISES. B. PRIOR TO REMOVAL OF CEILINGS AND OR SOFFITS, SMOOTH SUBSTRATE FOR NEW TILE 2. REMOVE ALL MISCELLANEOUS PROTRUSIONS IN S. GL.644ALL RESTORE TO VALUES SPECIFIED IN G.C.TO DETEFrINE LOCATION OF STRUCTURE WITH 70. INSPECT THEN REMOVE ALL EXISTING SHELVES WALLS,FLOORS,CEILINGS,WINDOWS AND DOORS APPLICABLE CODES THE NTEGRITY OF EXISTING PROBE HOLES AS REQUIRED. LLHERE NOTED. INCLUDSTOPS, BUT NOT LIMITED TO NAILS,HOCKS,WIRES, RATED PARTITIONS,SHAFTSTRUCTURAL AND THE FIRE 14. CONTRACTOR TO REMOVE ALL WORD SHOWN DOTTED YL REMOVE EXISTING ELECTRICAL POWER POINTS AS STOPS,ETC, PROTECTION OF STRUCTURAL MEMBERS THAT ARE 3. THE CONTRACTOR SHALL ARRANGE FOR THE DAMAGED DURING CONSTRUCTION. OR NOTED TO BE REMOVED OR AS REQUIRED TO REQUIRED.COORDINATE WITH OWNER PROPER DISCONTINUANCE AND/OR RELOCATION OF 9. EXISTING CONSTRUCTION LOCATED INGOh MAKE PROPOSED WOW COMPLETE FLIGT WITH 22. REMOVE EXTRANEOUS PLUMBING,OIL A GAS LINES A6 ALL PUBLIC UTILITIES WHEN REQUIRED,INCLUDING WORK SHOWN SHALL BE REMOVED ONLY UPON IS. REMOVE ALL APPLIED WALL AND CEILING REQUIRED.THOSE THAT CANNOT BE REMOVED, REMIONS. WATER ELECTRIC AND TELEPHONE LINES. CONSULTATION WITH THE ARCHITECT. MOULDNGS AS PER OIINER/ARCHITECT'S DIRECTION MODIFY PARTITIONS TO MAKE UTILITIES RECESSED. 4. EXISTING PLUMBING NOOK-UPS TO BE SHUT OFF 10. REMOVE AND REPLACE ANY OTHER CONSTRUCTION, OR AS SHOWN. 23. INSTALL TARP AT ALL OPEN AREAS DURING QI MAR 13,2024 IMMEDIATELY PRIOR TO DEMOLITION WORK AT EACH OUTSIDE LIMITS SHOWN,AS NECESSARY TO COMPLETE 16. REMOVE ALL LIGHT FIXTURES AS PER OWNER'S DEMOLITION UNTIL HOME IS CLOSED IN TO PROTECT DOB COMMENTS LOCATION. WORC DIRECTIONS. EXISTING AREAS TO REMAIN. S. LANDSCAPING SHALL BE PROTECTED FROM DAMAGE IL ALL DEMOLITION!AND REMOVAL SHALL BE BROUGHT M. REMOVE BASEBOARD RADIATORS,ENCLOSURES AND OWNER TO MODIFY ALL LANDSCAPING AS REQUIRED. TO A NATURAL STOPPING PONT.ANY MATERIAL COVERS AS NOTED OR AS SPECIFIED BY OWNER 2Q AUG IS,2024 6. ALL EXISTING MATERIALS,SURFACES AND FINISHES TO REMOVED BY MISTAKE OR N EXCESS OF Ie. GAP ALL EXISTING PLUMBING AND GAS LINES AT REMAIN AS PART OF NEW CONSTRUCTION SHALL BE REQUIREMENT SHALL BE REPLACED AT APPLIANCE REMOVAL PROTECTED FROM DAMAGE. CONTRACTOR'S EXPENSE. REMOVE EX15TNG WALL —1 FOR NEW WNDOWB I EXIST LAUNDRY EXIST FAMILY ROOM NO wow NO IWPoC 1 �REitOVE IXI9TMG RDOP I AS RELUIRED 1 ZOTS�— EXIST GARAGE EXIST BEDROOM 2 AT EXIST KITCHEN NO WORK NO WOW I;wlovE NO WORK REMOVE EXISTINGWALL A FIXIURE6,TILE / FOR NEW ADDITION _ ____________ p ° Dw REF p EXIST EXIST BEDROOM BEDROOM PROlRC7 NAYR: G GL G REMOVE EXISTNG WINDOW, REMOVE EXISTING F III`\ DDOOORRS,P TCA7TH� I I ADDITION/ALTERATIONS - 1 1 ,-F5MOVE EXISTING WNDOW, REPLACE UN NEW.PATCHH A WNDOW,PATC A / I 1 REPAIR AS REQUIRED yy REPLACE UV NEW.PATCH REPAIR AS REQUIRED mi REPAIR AS REG UIIED DN iGpII REPAIR A9 TEWIIFD EX16T FRANKENBACH RESIDENCE EE 3140 MINNEHAHIA BLVD. SOUTHOLD,NY InlI EXIST BEDROOM I I I I MUMING Tara: EXIST LIVING ROOM NO WIORI HO WORK __J 1 FIRST t SECOND FLOOR _ _ _ __ DEMOLITION PLAN RE?10VE IXI6TMG REMOVE EXISTNG WALLS FOR NEW WALLS FOR NEW DO,@$R DOp'ER GUSTAVSON DUNDES TEL:(212)-251-0212 P t FIRST FLOOR DEMOLITION PLAN P 2 SECOND FLOOR DEMOLITION PLAN ARCHITECTURE A00 SCALE 1/4" = 1'-0" A00 SCALE 1/4" I'-0" = ■ ®N ®N pR01R67 N0: t fpf■ABC 231-1 !e, FOVEA SM f� scum a • RRVMON N0: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, ° A,s� e� AUG I6,2024 UNLESS ACTING UNDER THE DIRECTION OF A MSVr DATE. LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. ssAc DEC.6,2023 IF AN ITEM BEARING THE SEAL OF AN ARCHITECT DRAWNO Flu.. IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX A004DEMOPLAN TO HIS ITEM THE SEAL AND THE NOTATION DR4WM No: "ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Ao Gustayson/Dundee COPYRIGHT m M24 ALL RIGHTS RESERVED CONSULTANTS: REPISIONS: Q MAR 13,2024 DOB COMMENTS A AUG 16,,2024 E-3 A201 A301 A201 A301 0 0 IXIST EXIST EXIST 0)1-3/4•x S-I/J•LVL HEADER A m m EXIST FAMILY ROOM X o EXIST NO WORK CRAWL SPACE EXIST F NO LLom LAUNDRY —�LINE OF NEW EXTERIOR WALL ABOVE NO WORK — WEOX49 STEEL BEAM — — E-2 ❑wv EXIST IXIST E 2 EXIST xo xo E-4 EXISTING EXIST GARAGE BEDROOM 2 ;' AT EXIST PUMP KITCHEN E-4 NO WORC EXIST NO UAOfdG NEw A20I Q20I _ _ _ F TILE`s. NO u O // \ EXIST SLAB m RADIir, DOTTED ON GRADE EXIST 0 Dw REF LINE cF / lJ° � / DDITION BASEMENT ABOVE • ABOVE IXISTOIG NO Wow STAIRS ,pX BILCO DOOR STAIRS W- W G� CL. PROJECTADD ITION/ALTERATIONS 0 COL.EXIST EXISEXIST LIVINGBEDROROOM 3140 MINEH A A RESIDENCE No WO NO LOW I m SOU MI LD,NY II II m SOUTHOLD,NY 11911 D COL IXIST W I DRANWO TIRE: / GC SHALL INSTALL CENTRAL SYSTEM FIRST FLOOR PLAN ONE ZONE FOR FIRST FLOOR AN D olg 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 KNEE SPACE ON SECOND FLOOR REVIEW DIFFUSER LOCATIONS WITH OWNER OR ARCHITECT. EXIST EXIST AG CONTRACTOR TO DETERMINE LOADS AND REQUIRED TONNAGE AND SUBMIT CALCULATIONS mill FOR REVIEW. FILE AND OBTAIN APPROVALS. DUNDES E-I EXTEND HEATING SYSTEM AS RIFOUIRED FOR LIVING E-I A201 SPACE ON SECOND FLOOR DETERMINE IF EXISTING H A20I OT WATER HEATER IS ADEQUATE FOR ADDITIONAL FULL BATH AND REPLACE OR ADD SECOND HWH. P I BASEMENT PLAN P 2 Flf;R6T FLOOR PLAN AI01 SCALE = I/4" = 1'-0" AI01 SCALE 1/4" = I'-0" ®N ®N PROJECT NO: 0•��•p6='IRC,�A 231'1 eve iDRO i e SCALE: e AMMON No: IT 1.5 A VIOLATION OF THE LAW FOR ANY PERSON, •.� ;� AUG I(,2024 UNLESS ACTING UNDER THE DIRECTION OF A ISSUE DATE: LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. sEAc DEC.6,2023 IF AN ITEM BEARING THE SEAL OF AN ARCHITECT DIUNDvc PILE: IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX A101FIR57LOORPLAN SUBMIT COPIES OF TO HIS ITEM THE SEAL AND THE NOTATION DRAmc x0: AIR CONDITIONING "ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. s Gustayson/Dundee COPYRIGHT m 2024 AIL RIGHTS R6HtYRD GONSNLTANra: REYISloNB: Q MAR 13,2024 DOB COMMENTS Q AUG 1&,2024 E-3 5 1 E-3 5 1 A201 A301 A201 A301 OUTDOOR NEW RAILM 3'-0'H IXIBTMG 6HCUER NEW DEOC@IG 4 RA'LMG.REVIEW MATERIAL NEW OONTIM10U9 °�O°R BELOW r y DECK OPTIOH6 OU1gR FOR SEAMLESS GUftEFffi SHOWER BELOW DECK BELOW FFa UWp 9 PRIOMG 4'H--E AT NEW OONTIMIOIg DOOR TO/FRDM SEAME66 GUTTERS DCISTM O DECK STAIRS BELOW ZZ NEW ASPHALT .D 3 O WPIDOU BEL - 1m4 �n SW%SUE ROCF NEW CONTIMJOU9 o SEAMLESS CUTTERS 01 ® cENre�„ I I o A201 SINGLE AFT A201 r�EJROOM 3 _ MASTE __ L—J OD EXIST Ho cumaEr s ATH 2 --T— TO BE EXTENDED NEW ASPHALT X O p ® NEW FrAnJ ES, D O M AS PER CODE •,Q L_400D FL TILE,RADIANT CFI 8' I II SHINGLE ROOF HEAT FUR CH B-0° I II Q WOODF4. I p RIDGE A201 IL__J Ir , I 105 I ° I I I I II IXI6TWNG RIDGE RIDGE D� I I I I Q BELOU IL_J I L�-TTIC L _ ——J. I I x O �NEW ASPHALT __ J _ HATCH _ SHINGLE RDOF, O r—�-- - 106 I¢I I I © E-4 • G.AF Tn'IBERLRE2 L_J 3m8m 3mem L_J NEW ASPHALT EXIST SHINGLE ROOF DN PROJEGr NAME: S'-41'r=1 — — -1' e• — —'-I•— — c t ADDITION/ALTERATIONS 108 I 102 `� Im3 'L NEW x J New x 8 .11 �I�i1�111 j I I III "�°`'7 •16°a FRANKENBACH RESIDENCE L J #N kk#k _ aalk HH#N�Hbk IIIr i11 I.11�111 'o II III.11 ...11 III"II i111 3140 MINNEHAHA BLVD. NEW coNTmow a a SOUTHOLD,N7 IM-11 SEAMLESS GUTTERS I ^' NEW AA PHALT NEW T DRA.INC fflla: F 6H Floc" NEW ASPHALT I w S"°'SLE ROOF SECOND FLOOR PLAN/ s'- 4'-n- ROOF PLAN NEw cmNTnnlOusGUSTAVSON BEAMLE88 GUTTERS E-1 IXISTNG STAIRS BELOW DUNDES A201 E-I TEL: 2 A201 P I PROPOSED SECOND FLOOR PLAN >= 2 ROOF PLAN ARCHITECTURE AI02 SCALE = 1/4" = I'-011 A102 SCALE 1/4" 1'-0" DESIGN ®N ®N PROJaLT No: tip[. 231'1 t`o+ OM 6�ti\ SGL6: RaISloN No: IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, @ ••0'0,r AUG 16,2024 UNLESS ACTING UNDER THE DIRECTION OF A ISSUE Dora: LICENSED ARCHITECT,TO ALTER AN ITEM IN AN7 WA7. sa.,• DEC.6,2023 IF AN ITEM BEARING THE SEAL OF AN ARCHITECT DRAWING FILE: I5 ALTERED,THE ALTERING ARCHITECT SHALL AFFIX ,A1025ECONDFLOOR TO HIS ITEM THE SEAL AND THE NOTATION r RNC No: "ALTERED BY"FOLLOWED B7 HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A 5PECIFIC 1 DESCRIPTION OF THE ALTERATION. Gustayson/Dundee COTTWCST m 2024 e ASL WGHTS RESM012, CONSULTANTS. ETID IXI97IlG EXISTMG SIDING TO REMAIN,MATCH EXTEND�. PER TIE SIDING AT ALAS OF NEW WORK AND/OR� AS • PATCH A REPAIR AS REQUIRED. D Cr-TO PROVIDE ALTERNATE MCMG TO MATCH r RE-SIDE ENTIRE HOUSE .� Ex81TMG I 12 MATCH 7 SLOPE AT NEW ASPHAL SHINGLE ROOF, I - NEW ASPHALT FRONT REVMONS: GAF TO SERLINE SHINGLE ROOF, 12 ' 12 ' GAP TIMBERLNE Qi MAR 13,2024 8r Sr NEW GUTTERS — — — — — — — — — — DOS COMMENTS . — — — — — — Z — — — — — — — Q AUG 16,2024 O O O LINE OF EXIST ROOF NEW DEOKMG 4 1 6 0 3'-0'H RAILING NEW ASPHALT 4 PITCH DECK—� AT ROOF DSrK SHNGI.E ROOF, GAF TIMBERLINE NEW GUTTERS SECOND R.R.NEW GUTTERS NEW G D UTTE / . / ❑ E18T EXIST EXIST Jill u Ex4sr EST I ws EXlsr ws EXIST I1 11 11 IT 11 / ❑❑❑❑ Olin, FF oil 11 11, T 1, '1 ❑❑❑❑ \ III I�1 FIRST FLR I 1 8T ❑ w GRADE T 1 - I I MR EXISTING FRONT EXISTING EXISTING I I STOOP I I I I I I I I BILCO DOOR 1 STOOP I I II II II II II II II II II II --------------JI ILII II I -------- I �------------ II � ----------------1I Irk II ��--------�� Ir------------�J` II II II II II II II II II II II II II II II II PROPOSED FRONT ELEVATION E 2 PROPOSED SIDE ELEVATION A201 SCALE = 1/4" = P-0" A201 SCALE = 1/4" = P-0" EXTEND EXISTING CHR1gY AS PER CODE EXTEND EXISTING CHIMNEY AS PER CODE 12 —I MATCH EXISTMG 810MG TO REMAIN,MATCH I EX ITW. NEW ASPHALT NEW ASPHALT SIDING AT AREAS OF NEW WORK AND/OR — SWW.LE ROOF, SHNGLE ROOF, PATCH 4 REPAIR_AS REQUIRED. MATCH 12 GAF THE ERLME GAF TO'BERLME GL.TO PROVIDE AS PRICING TO SLOPE AT F RE-SIDE ENTIRE HOUSE. FRONT NEW ASPHALT PROJECT NAImS eC.4F T�m®E ADD ITION/ALTERATIONS NEW GUTTERS I NEW GUTTERS NEW GUTTERS - - - -- — — — — — — — — — — — — — — — — — — — FRANKENBACH RESIDENCE \ \ //�\ / F NEW oECKGrG Exlsr ® SOU HOLND,NY N1113 A BLVD. NEW DECKING t 3'-0•H RAILING _, DRAWING f7TLE: 3'-0°H RAILOl'. 104 I01 � �LTT AT ROOF DECK E--PITCN DECK ar ROOF DEQC GAF TIMSER.NE PROPOSED EXTERIOR ELEVS. 1A — — — — — — — _ _ — _ — - - SECOND FLR — NEW GIPS — (1 ----- NEW GUTTERS11 111111 111111 11 it 11 11 ITNEW GLITTERS • I • EXIST EXIST EXIST 0 © EXIST tj IXIBT EXIST EXIST T Hill IIIIIIIIIIIIIIIIIIIIIIIII I Jill EK78T EXIST / \ O XDUNDES \ / u -ILLLII \ / LH FIRST FL GARDEN �p� GRADE w I I I I I I Ex1stMG q R I I I I I I SHOIUER T M I I I I I I I I I I I I I I J I I_ I I -------- -- I ------- 1 — — — I I I I --- I -------LL-------------------I I--- 11--- 1 ' ft� 5 ------------------�_�-------_��-________-__-�� �5--�5-------rr-------------------��--- rrt---�� II II II II I I I PRwECT NO: 2311 salm. a' RAWSION NO: E 3 PROPOSED REAR ELEVATION E 4 PROPOSED SIDE ELEVATION IT IS A VIOLATION OF THE LAW FOR ANY PERSON, •_•+'`o'� AUG Ir.,2024 A201 SCALE = 1/4" P-0" A201 SCALE I/4" I'-0" UNLESS ACTING UNDER THE DIRECTION OF A ISSUE DATE: LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. ssAL DEC.6,2023 IF AN ITEM BEARING THE SEAL OF AN ARCHITECT ORAMNO PILE: IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX A201ELEVATIONS 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. _ 1 Gustayson/Dundes COPMGRT m 2OU ALL MGM RESERVES COWMAN= METAL RIDC�FLASWMG (2)W LVL RIDGE GOARD MATCH 12 / EXIST / RERlSIONS / Q MAR 13,2024 GWLD ROCF EarEB ro MATa+EXISnNG / DOB COMMENTS / 2 X 6 COLLAR TIER•4B'OL ASPHALT SHINGLES / W MI SOLNDfrW VIAL M91)LATILN _ Q AUG 16,2024 oN J•W%PLTODOD / STRAP TO RAFTERS SHEATHMG TO cow-ow TO HAgWAGTJ ERS REau s // UNFINISHED ��° rgT 1+,0 ..M ONOO ATTIC .,+� •�• .VAPOR BARRIER BATHERS / ITTH14 VATawN&AATM ATTIC RE VAPOR BARRIER BIILDMG PAPER NEW 2xe.IS-O.O. NEW 2xS a 16.O.C. STRAP 104EE WALL TO — — HWAL 149154CAM RAFTER ME JOL•TS GELOO SNOW l ICE SHIELD Attic FL. PAD O)T WALLS IN EXISTMG BEDROOMS AT 2ND FLOOR 4 MSTALL R21 BATT P1811LATION W)VAPOR BARRIER TYP. METAL FLdBHMG 2 8•Vr•OG W MASTER R21 SOTAIDRIERMAL MSW.ATICN FETAL GYRERS / BEDROOM OV PASCU BOARD zz NEW POSTS•R41LMG - LINE OF Gum CEILMG •�O1 MG' 4•14 SADDLE AT COMPOSITE DECK MATERIAL DOOR TOA9WM DECK CLOSED CELL SPRAY FOAM WOW BAR CROM MOLDING _ MS"TION WDER DECK GONi•�T EXISTRG 2XIS NEW 2118.IS..OIC. IEW 2>rB "—NEV U0X48 NEW L2)lL W x BIDMG STEEL E1E/L•I e-VY JOIST HEADER EXIST EXIST 1_XIST TEco JolsT HArr�R MASTER LIVING RM KITCHEN FAMILY RM BEDROOM s FXSTMG STAIRS 2 X S GDOD STIIDS 16.OD WRH MI GATT M&LATIO" AND VAPOR BARRIER1 H IT PAD NT WALLS M EXIBTPYa — — BEDROOFG AT 2ND FLOOR INSTALL MI GATT MSIILATION t,GWn WVAPOR BARRIER TTP. 3/4•W%PLTilq'2D AIR BEN.EXTERIOR WALL(TTPJ SHEATM" EXIST WITH wol a "Up °kOGDGASE BASEMENT HB STEEL STRAP TO ATTACH WOOD FLOOR dm GE)-ROOK BL ro S To 15 JOIST ON EVERT 2nd FL. ROT JOIST 2 XB.16°O.G W Rtd ea2m naSLAnaN HB STEEL STRAP EACH JOIST TO LME OF NEW GWG WILMG ATTACH JOIST To EXISTMG WALL PLATE Slum S i HOUSE SECT ION EXISTINGA301 SCALE = I/4" = I'-0" I. PR816LT LIVING R � ADDITITION/ALTERATIONS FRANKENBACH RESIDENCE N0 JOINTGEALS 0ITEXTE OR WALLS 3140 MINNEWA14A BLVD. SOUTHOLD,NY 115-11 NEW uvoD GaeE DRAIRA'C TITLE: 1st FL. — — — — — — — HOUSE SECTION/ TYPICAL WALL SECTION EXIST-2x TO REMAM NEW POSTS I RAILMG GRADE COMPOSITE DECKMG MATERIAL GUSTAVSON EPDM ROOFMG SYSTEM UNFINISHED BASEMENT OVER ASCIAB _----- METAL CASTERS BOARD f SIDMG CLOSED CELL SPRAY FOAM GARDEN CITY.NY 1211530 MSSMATION UIDER DEGC TECO JOIST WANDER NEW(2)I-8/4•x NEW WINDOW 59mnt FL. 9-In'LVL HEADER ARCHITECTURE DESIGN s 3 ROOF SECTION AT FAMILY RM PRG)Ecr NO. E:.A�" 23111 A301 SCALE = 3/4" 1'-0" •mod pF° r� scas. �A MIUSION NO: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, @ ••9 c+ AUG 16,2024 UNLESS ACTING UNDER THE DIRECTION OF lss°s DAT A E: S z TYPICAL WALL SECTION LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. saAc DEC.6,2023 IF AN ITEM BEARING THE SEAL OF AN ARCHITECT ORASWC PllB: A301 SCALE - 3/4" I'-0" IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX A301SECTION TO HIS ITEM THE SEAL AND THE NOTATION DRArrNCNo: "ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION DOOR SCHEDULE WINDOW SCHEDULE WINDOW SPECIFICATIONS Gusj�vaon/Dundee COPYRICN'T m 2024 DOOR LOCATION!FROM/TO) TYPE MAT/FIN SIZE!W x H x T) ALL EIOMIS RUERVeu REMARKS TAG WINDOW SPEC No. LOCATION TYPE aTY. COMMENTS I. ALL WINDOWS TO BE"ANDERSEN 400 SERIES"DOUBLE HUNG,AWNING, SECOND FLOOR FIRST FLOOR CASEMENT,FIXED,OVAL AND TRANSOM. CONSULTANTS, CLAD WINDOWS,INSULATED GLASS,HIGH PERFORMANCE LOW E WITH ARGON 101 STAIR HALL TO MASTER BEDROOM' A WOOD/PTO 2'-6"x V-8"x 1-3/4° A • .0 MATCH EXISTING FAMILY ROOM DOUBLE HUNG I 102 MASTER BEDROOM TO CLOSET A WOOD/PTD (2)1'-6°x W-4"x 1-3/4" CUSTOM HEIGHT © MATCH EXISTING FAMILY ROOM DOUBLE HUNG ,I GENERAL RAL SPECIFICATIONS 103 MASTER BEDROOM TO CLOSET A WOOD/PTO (2)1'-61 x 5'-4°x 1-3/4" CUSTOM HEIGHT SECOND FLOOR 1. EXTERIOR COLOR TO BE WHITE OR AS DIRECTED BY OWNER REVISIONS: 104 MASTER BEDROOM TO DECK C WOOD/CLAD/PTD (2)2'-S•x V-4°x 1-3/4• CUSTOM HEIGHT/ © WDH2436 MASTER BEDROOM DOUBLE HUNG 1 2, INTERIOR TO BE PRIMED WHITE.(CONSULT WJ OWNER/ARCHITECT). IQ 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/PTO 2'-4•x 6'-8"x 1-3/4" <Z> WDH2436 MASTER BEDROOM DOUBLE HUNG I LOW E COATING. 0 AUG 16,2024 4. HALF SCREENS OF HIGH TRANSPARENCY MESH WHEN CALLED ON SCHEDULE. I06 STAIR HALL TO BEDROOM 3 A WOOD/PTO 2'-6"x V-a•x 1-3/4" OE 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 10l BEDROOM 3 TO DECK B WOOD/CLAD/PTD 2'-0"x 6'-4"x 1-3/4" CUSTOM HEIGHT/ © U1DH2O36 BEDROOM 3 DOUBLE HUNG I IS. EXTENDED JAMBS FOR NEW 2 X 6 CONSTRUCTION WHERE REQUIRED TEMPERED GLASS 108 1. INCLUDE 2"THICK SILL NOSING BEDROOM 3 TO CLOSET A WOOD/PTO (2)1'-6"x W-4"x 1-3/4• CUSTOM HEIGHT O WDH2O36 BEDROOM 3 DOUBLE HUNG I S. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION DOOR NOTES 0 WDH2O210 BEDROOM 3 DOUBLE HUNG 1 5/8"TH.GWB AS INTERIOR FINISH(TYP) 10.MOLDINGS ON ALL WINDOWS TO BE SELECTED. -ALL INTERIOR DOORS TO BE WOOD(EXCEPT UNFRE NOTED) O UJDW2O32 BEDROOM 3 DOUBLE HUNG 1 11. INSTALL COPPER FLASHING OVER ALL WINDOWS AND DOORS -INTERIOR WOOD DOORS BY TR1 STILE OR SUN DOR HINGES BY STANLEY.SQUARE CUT. -WOOD DOORS TO HAVE STRIKING TO MATCH EXISTING.MOP STYLE PANEL. JO WDH2O32 MASTER BEDROOM DOABLE HUNG I 12. MINIMUM PERFORMANCE SPECIFICATIONS: U FACTOR IS 032,SOLAR NEAT GAIN COEFFICIENT IS 030,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 VoC To COMPLY WITH GREEN SEAL Il 14. PROVIDE PLYWOOD STORM PANELS FOR NEW WINDOWS. DOOR TYRES Y I Li TYPE°A° TYPE"B" TYPE°C° (W/WEATHERSTRIPPING) (WI WEATHER STRIPPING) Yt]if STAOC ROOF i 4• I ATTIC 1 PR0.IELT NAYS: F— ADDITION/ALTERATIONS I I-VJ•i-- '-i- PLUMBING FIXTURES 4 FITTINGS I I 1n i WILL BE PURCHASED BY OWNER. FRANKENBACH RESIDENCE 1 I-V2' GC TO INSTALL. 3140 MINNEHAHA BLVD. i BATH 2 LAV I SOUTHOLD,NY 11911 I i 1 I DRAWING TrTLE: ft I I SECOND FLOOR I WINDOW d DOOR SCHEDULE/ ' PLUMBING RISER DIAGRAM I 4' I NEW IMIlFtEB fgPLAGEp AT EXF ISTING LOOATIOV9 I I EXISTI -'I-�• 1 I BATH I I L4V I OILET I I 1 1 I I 911011ER FIRST FLOOR GARDEN CITY,NY 11530 I I I 4- FRESH I WAeTe ANoARCHITECTURE AV NT F__- I vENr sraac BASEMENT FLOOR ■ESIGM GRADE i \�� J PROJECT NO: I 4, t�pco 2311 TO i 4• `p•-.pi"RDp+1 P SCALE: SEWER a SYSTEM HOUSE v Y REVIErON NO: TRAP m IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, ••.+ o� AUG 16,2024 P I PLUMBINCs RISER DIAGRAM ACTING UNDER THE DIRECTION OF A rssuEDArE: 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 DRAWING FILE: IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX A5015CHEDULE 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 f� m DESCRIPTION OF THE ALTERATION. Jl LIGHTING SCHEDULE SYMBOLS LIST Gustayson/Dundee FIXTURE DESCRIPTION COPYRIGHT 0 2024 Qp A RECESSED ON LICiFT DOUNLIGM LODATICN $ SINGLE POLE SWITCH-LEVITON 5621-W Ao ALARM PANEL ALL MGMRESERVED • @AI RECESSED ON L*4T DOMNLGNT MET LOQATICN 3 THREE WAY SWITCH-LEVITON 5623-W DUPLEX RECEPTACLE-125V-15A-U GROUND CDNaULYANTs. EQUAL TO LFVITON•16262-W DECORATIVE PID%V N MMOVEOCIEW PENDANT $4 FOUR WAY SWITCH-LEVITON 5624-W 9 SAME AS ABOVE EXCEPT HALF SWITCHED (� MALL acctca &IRFACE HD.DECDRATIv2 EXTERIOR LIGHT FIXTURE-MD 4SCONCE MOTION DETECTOR 4 SWITCHED �eLL DUPLEX RECEPTACLE-125V-20A-U GROWID ",", DCO SURFACE ND.DECORATIVE Y EQUAL TO LEVITON-16362-W. SEPARATE CIRCUIT Dca4ce/Exa'"RIOR MET LC SMOKE DETECTOR SURFACE I''%CEadr'/ CAI DUPLEX RECEPTACLE-125V-15A GROUND ABOVE coax cLOSer LKJlf aJ UM'®ewna 1 miP CO DETECTOR-!IB°AFF.TYPICAL! FAULT MTEF7JPTER EQUAL TO LEVITON'b59B-W —M MNDER CARPET LIG4R LED STRIP LK.HT ®F SIE6ACE MD.CEILN3 FOR MLAN BASE MDAIDESCEW T T14EWOSTAT wI H DUPLEX RECEPTACLE-USV-20A GROUND REWSIOxs EF71 TOILET EXHAUST FAN FAULT INTERUF'TER EQUAL TO LEVITON%SW-W QI MAR 13,2024 I CELM FAN CAT' CABLE TV/NTERNET CONNECTIOWCAT I WIRE UP TT EXTERIOR DUPLEX RECEPTACLE W/COVER DOB COMMENTS Q ! NDi&ALL SWITQED TO EE DtI = ; Q A NCTION BOX FOR APPLIANCES Q AUG 16,2024 DECK EXIST FAMILY ROOM EXIST NO MOM< LAUNDRY D vl NO WORK = —— — — — /' — , D � D W/D ' r—� �"I I -- i I a MASTER CI AI —7 p!- OC 3 A H I BEDROOM-- V /A -�A F @ '--rrI I 1 r---- EXIST GARAGE EXIST BEDROOM 2 QTH EXIST KITCHENerv' I II I II NO UJ012C NO LLOI2CpIA I 1 NO�� // \\ IrQUEk I HE4j FL 1 N ; — — — — — — II /I I I I � II L_ �FAJa DID REF \ / IF I, F ` A AI L_J — 'I PAIMCT NAME: i DN — ' —r—� — —\ — — — ADDITION/ALTERATIONS � I I �, i 1 FRANKENBACH RESIDENCE PNO OOM I EXIST LIVING ROOM I """"'G""' A I I 'o" A """"`G' ' 3140 MINNEHAHA BLVD. dHW#bld#Nbl#b AH#H#ebb MA#H##bf#Hbh NO wow MInIIIUIIn L—J nlul uIIInInIn SOUTHOLD,NY IIS11 I I DReNINC TnW.. FIRST 4 SECOND FLOOR ELECTRICAL PLANS ' I I GUST • • Pd2VIDE EXTERIOR PROVIDE EXTERIOR DUNDES BECURITI'LIGHTPG A9 SECURITY LWAITNG AS REf71JE9TED BY OLLNER REQJESTED BY OIINER GARDEN CITY'NY 11530 TEL:(212)-251-0212 FIRST FLOOR ELECTRICAL PLAN I P 2 SECOND FLOOR ELECTRICAL PLAN EI01 SCALE = 1/4" I'-0" EI01 SCALE = 1/4" = I'-0" DESIGN PROJECT ND: t4pco,Fno 231.1 ey0e�F4FOR4±cA SCALE: ♦I RaMMM NO: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, @ •4e9`Z AUG 16,2024 + UNLESS ACTING UNDER THE DIRECTION OF A ISSUE DATA: LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY, saes DEC.6,2023 IF AN ITEM BEARING THE SEAL OF AN ARCHITECT DRA►MC FILE: IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX EI01EL_CTRICALPLAN TO HIS ITEM THE SEAL AND THE NOTATION DRAJIMC NO: "ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION,