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HomeMy WebLinkAbout49244-Z ; SUFFni TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • h SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49244 Date: 6/15/2023 Permission is hereby granted to: Silver Sands Hldgs I LLC c/o Alexander Perros 19215 Soundview Ave Southold, NY 11971 To: (unit 28) legalize "as built" alterations and deck addition to existing motel building as applied for per DEC NJ letter, At premises located at: 1220 Silvermere Rd, Greenport — 1 -7 , SCTM #473889 Sec/Block/Lot# 47.-2-13 Pursuant to application dated 12/9/2022 and approved by the Building Inspector. To expire on 11/1312024. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $692.80 CERTIFICATE OF OCCUPANCY $50.00 Total: $742.80 Building Inspector ho��pF SO(/TyQI Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q ,�► • �o sean.devlina-town.southold.ny.us Southold,NY 11971-0959 Q �y00UNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Silver Sands Holdings I LLC Address: 1220 Silvermere Rd city:Greenport st: NY zip: 11944 Building Permit#: 49244 Section: 47 Block: 2 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Dan Wilcenski Electric License No: 4927ME SITE DETAILS Office Use Only Residential Indoor X Crawl X Service X Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Loft X INVENTORY Service 1 ph X Heat Duplec Recpt 36 Ceiling Fixtures 16 Bath Exhaust Fan 2 Service 3 ph Hot Water 30A GFCI Recpt 8 Wall Fixtures 8 Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 7 CO Detectors Sub Panel A/C Blower 1 Range Recpt 50A Ceiling Fan Combo Smoke/CO 5 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 24 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Hood, Oven, DW, W/D, 200A 40 Circuit/23 Used, Step Lights(2) Notes: Bldg #28 Inspector Signature: Date: March 19, 2024 S. Devlin-Cert Electrical Compliance Form f pF S4Ul�© � . Town Hall Annex Telephone(631.)765-1902 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,IVY 11971-0959 0nUnm,e1� I BUILDING DBFARTUMNT TOWN OF SOUTHOLD E E 4 F E B - 9 2024 CERTIFICATION Date: Building Permit No. Owner; S i v'cr5 `J (Please print) Piumber: t l� ' 0tsi.s�W�{�jti`T�1 (Please print) ` I certify that the solder used in the water supply system contains less than 2/10 of 1%0 lead. 5CPIumbers Signature Swom to before me this day ofojU 20 10 2 PAUL C CAPE WA NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 CA6151160, Qualified in Suffolk County County Commission Expires A�sOu�p�0 Notary Public,.Sft1;�—.__County soury 1 a aD hp`1� Old # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourmN�`' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -")n Q- - 3 DATE 0 � INSPECTOR OF SOUTya� # TOWN OF SOUTHOLD BUILDING DEPT. �`ycouKn, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING/STRAPPING [ 'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI [ ] PRE C/O [ ]' RENTAL REMARKS: J!,,4 Lt(, (rx-su- ovv t � � 67 DATE A h0 INSPECTOR �o�apF SOUIyo� * '� 17N �OVSOUTHOLD BUILDING DEP �coorm, 631-765-1802 INSPECTION . [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT"CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL(FINAL) [ ] CODE VIOLATION [- ] PRE C/O [ ] RENTAL REMARKS: &b L c Us- or mrdAmrc l�_Jd 'l t G Aj_llal� P-I-A AAZA A(X f 01) rA 4 WJ, lc� 41 DATE Zi' INSPECTOR qf so # # TOWN OF SOUTHOLD BUILDING DEPT. j J. °y'rou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR. [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. .RENTAL REMARKS: DATE 17 INSPECTOR pF sOUTyO� G1 '�( � c)-,c * # TOWN OF SOUTHOLD BUILDING DEPT. ^oormN�' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ��c�. all zo, :90(f)m o 'lgj ot DATE INSPECTOR = o�apF SOUTyO ! ` y - ti � # # TOWN O SOUTHOLD BUILDING DEPT. oouto, 631-765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING INAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL_ REMARKS: ctz DATE 3/ INSPECTOR OFSOUIyOlo �-� 2, L-t # TOWN OF SOUTHOLD BUILDING DEP couff a 631-765-1802 INSPECTION [. ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] .PRE C/O [ ] RENTAL REMARKS: �- 5� DATE '2 , INSPECTOR N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer March 13, 2023 Design, Construction, Inspection Silver Sands Holdings 1, LLC 1400 Silvermere Road, Greenport,NY 11944 Re: -Energy Evaluation- Costs for Refurbishment of Cabins 26-27-29 House Unit 28 Tax Lot— 1000-047-02-13 (1100 Silvermere Road, Gpt,NY 11944; Cabins 26-27,29 House 28) Property Occupancy Code—Comm—Motel/Cabins—NYS Building Code Section 310.2 Project Category—Alteration 2 -NYS Existing Building Code Section 603 Tax Info—Comm- Motel—3 Buildings on 0.50 acres—Pre-Existing 1957. C ofO's Exist for Building 29, 11/27/57—Addition, 11/21/84—Green House. No other CofO's. .On 3/14/23 I reviewed the project plans for the three (3) Cottages on.Lot 13. My review included discussions with the Project Manager (Alex Perros). The purpose of this effort was to determine if the proposed construction complies with the 2020 NYS Building Code (Energy Conservation), in particular the 2018 IECC. The proposed work has been determined to be an "Alteration-2" as defined by the NYS Code. The elements reviewed for energy conservation include the exterior envelope, fenestration and HVAC System. House Exterior Envelope: The exterior envelope includes the roof, ceiling walls and floor. The insulation provided in the design is as follows: Element Existing Proposed Roof Structure Batts—(R-11) Batts—(R-49) New Ceilings Batts—(R41) Batts—(R-30) New. Walls - Exterior Batts—(R-11) Batts—(R-15) New- Walls - Interior None Batts—(R-11) New-Sound Floors None Batts—(R-22.5) New Spray-Max Depth Box Beam . None Spray Foam—R-30 Overall Substandard Exceeds Requirements 1 I find this proposed design for the exterior building envelope to be compliant with the Code. This finding is based upon Code Section C503- Alterations, Item C503.1 General. The design building envelope meets the requirements of this Code Section as follows: -After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use less energy for routine operational needs. - The Alterations do not create any hazardous conditions or overload any building systems - All exposed cavities in the roof, ceiling, walls and floors will be 100% filled with insulation. Fenestration: The fenestration includes the doors and windows throughout the Cabin and House Structures. As part of this alteration all the doors and windows are being upgraded. The doors will be Thermatrue or Anderson 400 Series. The windows will be Anderson 200 Energy Star Series. The new replacement doors and windows in the design all have a "u" factor in the range of 0.30 to 0.32. The Prescriptive Section of the Code requires: Windows -to meet Section C402.4 Table C402.4 the "u" factor is 0.45 Doors - to meet Section C402.4.5 Table C402.1.4 the "u" factor is 0.61 The Thermatrue Doors have a"u" factor of—0.30 (or less) The Anderson 400 Series Doors have a"u factor of- .032 The Anderson 200 Series Windows have a"u" factor of- .032 I find this proposed design for the fenestration to be compliant with the Prescriptive Code. This finding is based upon Code Section C402.4 and C402.4.5. The design for the window and door replacement meets the prescriptive requirements of the Code. HVAC: The HVAC Systems includes the new "split units"proposed for the House. The use of split units will provide a more efficient, highly controllable system. The system provided in the design is: Cottage Conditioned Space Proposed Unit Cabins 26-27,29,Hse 28 All Rooms ComfortStar Unit—Various Ratings 2 I find this proposed design for the HVAC System to be compliant with the 2018 IECC, in particular Section C403.3.2 HVAC Equipment Performance Requirements. This finding is based upon the efficiency ratings and vast operational improvement of the newer systems. The building mechanical system meet the requirements of this Code Section as follows: -After the Alteration the buildings will be more compliant with the Code. - After the Alteration the buildings will use less energy for daily operational needs. - The Alterations do not create any hazardous conditions or overload any building systems Li hg tines The Interior and Exterior Lighting Systems include all new LED luminaires. The interior lighting proposed for the cottages will be 100% LED, decreasing the amount of energy used, reducing the interior heat load and providing a longer unit life cycle. The exterior lighting proposed for the cottage area meets the code requirement for visibility while conforming to the Dark Sky requirements of Southold Town. The exterior fixtures will be 100% LED, decreasing the amount of energy used and providing a longer unit life cycle. The systems provided in the design are as follows: -After the Alteration the buildings will be more compliant with the Code. - After the Alteration the buildings will use much less energy for daily operational needs. - The Alterations do not create any hazardous conditions. Nicholas Mazzaferro,PE �-• y�P�E OF ew yob 5�• 't- t, o o9y �e • 057 ARO�ESSIONP� 3 "Z�' MAR 2 3 2093 N. J. MAZZAFERRO, P.E PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer March 16, 2023 Desio, Construction, Inspection Silver Sands Holdings 1,LLC 1400 Silvermere Road, Greenport,NY 11944 Re: -Certification Statement-Construction Costs for Refurbishment of Cabins 26-27-29 House Unit 28 Tax Lot— 1000-047-02-13 (1220 Silvermere Road, Gpt,NY 11944; Cabins 26-27,29 House 28) Property Occupancy Code—Comm—Motel/CabMis—NYS Building Code Section 310.2 Project Category—Alteration 2 -NYS Existing Building Code Section 603 Tax Info—Comm—Motel—3 Buildings on 0.50 acres—Pre-Existing 1957. CofO's Exist for Building 29, 11/27/57—Addition, 11/21/84—Green House. No other CofO's. On numerous occasions from 11/2022 thru 2/2023 1 inspected the Silver Sands Site at the noted address. During the inspection I met with the Project Manager(Alex Perros) and be provided me with the project documentation for the proposed refurbishment.The documents included: -Project Design Drawings (1 set) -Real Estate Evaluation/Certification Statement -Newmark Valuation&Advisory -Tax Records from Southold Town Files The Project Manager requested Professional Engineering Services. The scope of the services included developing a construction estimate for the Project and comparing the estimate to the data provided in the Appraisal Report prepared by Newmark Valuation and Advisory. The scope also included defining the work category per the current NYS Existing Building Code and evaluating the energy use improvements per the current NYS Energy Conservation Code. Based upon my on-site inspection,my review of the project plans and professional experience I developed a Construction Cost Estimate for the Project. The estimate was developed using my professional experience,knowledge of the site and local contracting conditions,up to date pricing from suppliers and the MEANS System for Cost Estimating. Specific site information and details provided in the drawings were considered in the estimating process. The estimate was developed using a format that allowed direct comparison with the Appraisal Report. My estimate is based upon the actual design plan elements, square footage costs for the construction, geographic factors for the project location and actual conditions observed and confirmed at the site. The estimate includes 2022 cost adjustments and labor availability factors. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, the construction cost for the planned refurbishment of these (3) individual structures is: Total Cost—Cabins 26-27-29, House 28 =$297,112 (A copy of my summary estimate is attached). Base Line Cost for Completely New Structures= $1,055,222 (Newmark Valuation) Therefore the planned refurbishment for the Cabins and House on this Tax Lot is 28% of the replacement cost for the entire the building. NYS and Southold Town Code Definitions & Classification of Work: The 2020 Building Code of the State of New York contains the following definition: SUBSTANTIAL IMPROVEMENT - Any repair reconstruction, rehabilitation, alteration, addition or other improvement of a building or structure, the cost of which equals or exceeds SO percent of the market value of the structure before the improvement or repair is started. The Town of Southold Code— Chapter 280—Zoning Article 280-4 - contains the following: DEMOLITION-Any removal of a structure or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal. The Cabins are single story structures with a limited floor plan with uncomplicated interior walls and simple room design (i.e., single room and small bathroom). As a result, the use of materials and sophisticated components and finishes is limited. The House is a one and a half story structure with a storage loft. The floor plan includes three bedrooms, loving room, kitchen/dining room and two bathrooms. The structure has uncomplicated interior walls and simple room design. As a result, the use of materials and sophisticated components and finishes is limited. 2 For example, all of the existing foundation, exterior wall framing, sheathing and structural components remain in place. The only planed work for these elements is to repair any deterioration discovered during the construction. The installation of supplemental headers, and removal and fill in of window openings falls well below the 50% demolition definition. Even in the event of discovery of additional repairs due to deterioration of the existing structural components, the reasonable additional work value would add no more than an additional 10%to the total cost and remain well below the 50%threshold. The plumbing, electrical and HVAC installation and fixtures are standard class and simplistic with uniform installations. In addition, the finishes, floor coverings and tiling are also basic commercial grade and standard quality. The specific and actual numbers balanced against the reconstruction cost result in the following conclusion: The actual expenses incurred and contractual agreements to complete the reconstruction of the structures on this tax lot reveals that the total cost will be 28% of the total value of the structures. This is below the 50% demolition limit and rebuilding costs as defined by the NYS-Building Code and the Southold Town Code. Additionally, per the NYS Code, the work to be included with substantial improvement should not include: Any project for improvement of a building required correcting existing health, sanitary or safety code violations identified by the building official and that are the minimum necessary to assure safe living conditions. Based on this definition in the NYS Code and my inspections of the existing structure, adjustments should be made to the estimated cost of the rehabilitation/alteration work for comparison purposes. My Professional Engineering opinion is that the following work items would have to be done to assure safe living conditions as defined by the code. Although there were no actual violations issued for these conditions, my professional judgement is that the following items have to be addressed in order to safely re-open this facility: 1 — Due to mold conditions existing throughout the buildings and in particular in the wall cavities and on the ceiling, all the interior wall and ceiling finishes (sheetrock) need to be removed and replaced. Any existing insulation needs to be removed and disposed. Once cleaned, the walls and ceilings should be insulated, new sheetrock installed and finishes applied. This rehabilitation work improves the health and safety conditions necessary to assure safe living conditions. 3 2 — The existing plumbing fixtures were aged, deteriorated and not functioning as designed. All the bathrooms need to be rehabilitated with new efficient water use fixtures that meet the sanitary and safety codes. Based upon the NYS Code Definition, the work items described above should not be considered part of the Substantial Improvement value calculation. If these items are separated from the total estimated costs for the project the resulting estimate for the proposed improvements would reduce from 28% to 24% buildings value. This further reinforces the statement that the proposed renovation of these structures fall well below the 50% value threshold as related to the Demolition of Structures. Based upon the analysis presented, the real estate documentation and my professional opinion the project should not be considered a "Demolition99 in regards to the Town of Southold Code. Proiect Evaluation —Alteration Level The 2020 Building Code of the State of New York defines Alteration—Level 2 as: Scope — Level 2 alterations include the reconfiguration of space, the addition or elimination of any door or window, the reconfiguration of or extension of any system, or the installation of any additional equipment. This proposed project work for these three buildings exactly aligns with this definition. Even though there is substantial interior work to improve the health, sanitary and safety conditions of the facility, the project should be classified as an Alteration—Level 2. Proiect Evaluation—Definition of Work Area Based upon my on-site inspections and my review of the project design plans I was able to evaluate the aspects of this project in comparison to the NYS Work Area definition. The code defines work area as: That portion or portions of a building consisting of all reconfigured spaces as indicated on the construction documents. Work Area excludes other portions of the building where incidental work entailed by the intended work must be performed and portions of the building where work initially intended by the owner is specifically required by this Code. It is noted that for all the structures, the entire structural foundation system, exterior framing and sheathing, roof framing and sheathing, interior floor framing and structural covering, and some interior wall framing all remain as-is and in place. The major rough plumbing infrastructure will also remain in use. 4 The Cabins are one story open structures and the House is an existing one and a half story structure with an open loft storage area. Because these buildings are being renovated in kind to remain as the same use, evaluating this project based upon impacted Work Area is not practical from engineering prospective. Based upon my evaluation of the project conditions and scope it is my professional opinion the project does not have a Work Area that exceeds 50% of the building space. Actually the majority of the work area is in spaces where the activity is required to correcting existing health, sanitary or safety issues. Based upon the my evaluation of the proposed work scope, the work required for safety code reasons and the actual size and configuration of the cabins and house; this renovation does not have a "Work Area" that exceeds 50% of the Building Area. Summary Result - Based upon inspection of this project and to the best of my knowledge, belief and professional judgment: 1 - The statements in the Value Certification Letter dated November 10, 2022 for the construction costs of the planned refurbishment are accurate. 2 - The overall cost of the planned construction will be 28% of the property valuation (less than 50%). 3 - The adjusted cost based upon NYS definitions of the planned construction will be 24% of the property valuation (less than 50%). 4 —According to the NYS Code this project should be classified as an Alteration — Level 2 5 — According to the NYS Code this project does not have a "Work Area" that exceeds 50% of the building area. 6 — The Construction Cost and Real Estate Value Estimates developed are accurate for the proposed project. The assessment of the volume and value of the existing building elements that remain in place is also valid. Based upon the results of these efforts, the determination that this work is not a NYS Substantial Improvement is correct. In addition, the determination that this work is not a Demolition Project as defined by the Town of Southold Code (Chapter 280) is correct. ACE 0& N fey Y S J MAC Nicholas J. Mazzaferro, P.E. z � �Fp 410. 05704' 5 ��� ESSIONP� Cabin 26-27, 29 HoMse 28 Summary Estimate Anal os ........... Cabin House Num Renovation Total Improvement Cost Safety-Code Cost Newmark Value Net%of Value Net%of Value Total Improvement 26- -5 858 IT��36.38 245,922.00 46 5 7 39 29 . 90,168.80 79,850.84 10, 17.96 248,242.00 36 32 .... ...... -- --------- .......... -- ------- 28 93,921.33 79,617.75 14,303.58 561,058.00 17 14 ----------- Tax Lot Totals 297,112.38 255,054.46 42,057.92 1,055,222.00 28 24 1000-047-02-12 L N. J. MAZZAFERRO, P.E. S PO Box 57, Greenport,N.Y. 11944 JUN 2 9 2023 Phone - 516-457-5596 Consulting E gineer'. 4�" <<. June 28, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings I, LLC 1100 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47, Block-2, Lot-13 Building Permit Number—49244—Bldg. 28 Inspection—Framing On 6/21/2023, I inspected the construction at the noted location. The inspection covered the framing for the alteration to the existing structure. The areas inspected included the first floors and roof of the existing building. The framing work included exterior and interior walls, floors ceilings and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections,header sizes, bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. 0 tq"-Iv Nicholas J. Mazzaferro, P.E. Q F 0 0570 �OFESSIONP� �� ,1 N. J. MAZZAF ERRO, P.E. 111 SUN 2 9 PO Box 57, Greenport,N.Y. 11944 2023 Phone- 516-457-5596rT Consulting Engineer " ...- June 28, 2023 Design, Construction, Inspection � Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings I, LLC 1100 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47,Block-2,Lot-13 Building Permit Number—49244—Bldg. 28 Inspection—Rough Plumbing On June 21, 2023, I inspected the construction for the alterations at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) and the Water Supply System(WS). The inspection results are: 1 —DWV—System was fully exposed and readily viewed. I observed all drainage and vent lines. System constructed as required.New installation is connected to the existing system. All construction was done in compliance with the applicable sections of the IRC, NYS and Town of Southold Building Codes. 2—WS—System was fully exposed, pressurized and readily viewed. I observed all hot and cold water supply lines. System constructed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Town of Southold Building Codes. Note—The rough plumbing was connected to the existing water and septic systems which are part of the Village of Greenport master system Result—Based upon inspection of this._ roject and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and o Ne applicable codes of the IRC,NYS and Southold Town Building Codes. 5 PEE M w Yo,� F Nicholas J. Mazzaferro, P.E. a z 05709� -%OFess1oNp�' N. J. MAZZAF ERRO, P.E. PO Box 57, Greenport,.N.Y. 11944 Phone- 516-457-5596 Consulting Engineer August 20, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department �n 53095 Main Road �' V Southold NY 11971 3 2023 Re: Silver Sands Holdings I, LLC pUG 2 1100 Silvermere Road Greenport,N.Y. 11944 13u1own T)epff at Tof old District-1000, Section-47,Block-2,Lot-13 Building Permit Number—49244—Bldg. 28 On 8/11/2023, 1 inspected the insulation and caulking installed at the noted location. The inspection covered the exterior walls, floor and the ceiling/roof for the alteration. The inspection results are: 1 —Walls—Insulation provided and installed by general contractor. Insulation provided rated as R-15. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building - Alterations. 2—Ceiling/Roof—Insulation provided and installed by general contractor. Insulation provided rated as R- 45. The insulation provided was done in compliance with the applicable sections of the 2018 IEC,for Existing Building -Alterations. 3 —First Floor—Insulation provided and installed by general contractor. Insulation provided rated as R-30. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building-Alterations. The insulation and caulking installation as verified by inspection is compliant with all applicable codes and conforms with the design specifications. The insulation provided was done in compliance with Section C503, Alterations of the 2018 IECC. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and tE of Ew applicable Codes of NYS and Southold Town Building Codes. Nicholas J. Mazzaferro, P.E. ° 2�Fp NO. 05709y A��FEsslov P' 1 � - wpm JAI rk f ._.�dl.�•�/�y �w � �.\�A�..:� � M.✓wi. * '• / , 1�n.ry - .:a.^�.`vC i :� � �,�� •,1 mod.` {' `►'�My ,+� YI q; 4.��.1 R x �'�. � t� �J�•,�'t � x��.�. a + i _ 1 i 41 i � I � lili I � lili I it ili , � � ► is ► . 1 l' j 7 S k i • a .A.ML. o � �r d d I 1 Lr I. d d 4r co o , 0 t I n � T C1 �N c N n � b I NN ,.. �i N i �N I 1 N ,NT ij+ • �-� 1 Y� Y CO LO LO d N `I — YY_'=--. ►^may--_^�__ Bunch, Connie From: Glew, Claire Sent: Tuesday,June 17, 2025 2:39 PM To: Bunch, Connie; Fuentes, Kim; Kreshon, Catherine; Lanza, Heather; McCullough, Lillian; Michaelis,Jessica; Nunemaker, Amanda; Sakarellos, Elizabeth;Westermann, Donna Cc: Webster, Kevin Subject: Merger Municity Good morning, I am sending all new number changes to all departments even if your department didn't have any information that needed to be moved. The parcels below have been merged: 47.-2-11, 12, 13, 14, 15 — Deleted 47.-2-15.1 New Parcel I have bulk moved everything to the new parcel ( except ZBA) I have also made a note in the comment section. Please review to make sure all is correct. Thank you. C &i,re, GLemr Assistant to Assessor Town of Southold Board of Assessors (631)765-1937 (0) (631)765-1356 (F) www.southoldtownny.gov claireg@southoldtownny.gov i r DOE 3Qd/p�® Town Hall Annex 8 Telephone(631)765-1802 54375 Main Road cis P.O.Box 1 179 ap@ Southold,NY 1 1971-0959 ®f� BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Silver Sands Hldgs I LLC C/O Alexander Perros 19215 Soundview Avenue Southold, New York 11971 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 1220 Silvermere Road, Greenport, New York TAX MAP NUMBER: 1000-47-2-13 Pursuant to Section §144-8 of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction without first obtaining a building permit. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When a building permit has been issued. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE IMPRISONMENT OR BOTH. DATE: September 12, 2022 Jo n J ar ki Se 'io Buil i g I pector IT SHALL BE UNLAWFUL TO REMOVE T IS N TI WI OUT WRITTEN CONSENT OF THE ISSUING AGENCY. FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (1ST) ------------------------------------ C FOUNDATION (2ND) z rr ^^ y V' ROUGH FRAMING& .� PLUMBING � l W n r INSULATION PER N.Y. v y STATE ENERGY CODE `} S 1 e G � FINAL U ADDITIONAL COMMENTS 3 23 ►7 r $.<301�I�. �+. w v�r' ca Z9 � L� z a_q � X � X b w � n, o � z y _ x d b y Q SAfFO 're TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 • d Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only DEC 0 9!2022 PERMIT NO. Building Inspector: — D BUILDING E10 DEP i4pplications andWNOFSOfforms must be;filled out m their entirety Incomplete; U7NOLC� applications will;not bTO e accepted Where the Apphcantis not the owner,an Ow re,r'sAiuthorization form.(Page 2)+shall be completed Date:December 1, 2022 OWNER(5)OF4PR0PERTY:, Name:SILVER SANDS HOLDINGS I, LLC SCTM#loo0 47 2 13 Project Address,1220 Silvermere Road, Unit 28 Green port, NY 11944 Phone# 91„7-318-0027 Email ALEX@SILVERSANDS-MOTEL COM Mailing Address 1400 SILVERMERE ROAD GREENPORT NY 11944 CONTACT PERSON Name:RICHARD VANDENBURGH ESQ Mailing Address:42155 MAIN ROAD, PECONIC, NY 11958 Phone# 631-613 901.9 Email RICH~ GREENPORTBREW.COM DES IGN=PROFESSIONAL:INFORIVIATION Name:JOHN CONDON, PE, - CONDON ENGINEERING Mailin Address: K NY 11952 g 1755 SIGSBEE ROAD MATTITUC _ Phone# 631-298-1896 _- Email condoneng@optonline net CONTRACTOR INFORMATION. Name:HIGHLAND PEAK GROUP, LLC n Mailing Address 19215 SOUNDVIEW AVENUE,SOUTHOLD NY 11971 Phone# 917-31F8-0027 Email:ALEX SILVERSANDS-MOTEL COM DESCRIPTION"OF PRO POSEMCONSTRUCTION ❑New Structure ❑Addition RAlteration BRepair ❑Demolition Estimated Cost of Pr ct: 20ther See Attached. $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes RNo 1 J PROPERTY INFORMATION Existing use of property:R-3 Intended use of property: R-3 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-3 this property? ❑Yes BNo IF YES, PROVIDE A COPY. 8 Check Box After-Reading: The owner/contractor/design professional.is,responsible for all drainage and storm water issues as provided by ty,`:New York and other'applicableg g P g Department for the issuance of a Buildin Permit pursuanf t6the Building Zone chapter 236 of the Town codd.APPLICATION IS HEREBY MADE to the Buildin Ordinance of the Town of Southold,Suffolk,Coun Laws,Ordinances or Regulations,for the construction of buildings, additions,,alterations'or for removal or demolition,as herein.described.The.applicant agrees to comply with all applicable'laws,ordinances,building code, housing code'and.regulations and to admit'authori ed inspectors on premises and in building(s)for necessary'inspections:False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted BY(Print name) BAuthorized Agent ❑Owner. . ..... .. . . .......... .. . .. _ ...... ._. . . ..,...... . Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) RICHARD W. VAN DEN BU RG H being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)heisthe AGENT (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of DECEMBER 2022 ,,,E Notary Public CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County (Where the applicant is not the owner) Commisslon Expires April 14,2 n I, ALEX PERROS residing at 19215 SOUNDVIEW AVENUE, SOUTHOLD, NY do hereby authorize RICHARD W. VANDENBURGH to apply on my behalf to the Town of Southold Building Department for approval as described herein. AP Owner's S nature Date ALEX PERROS Print Owner's Name 2 NEW YORK'STATE DEPARTMENT OFINVIRONMENTAL CONSERVATION ®IvIt►I®1►of Rn m►vir®tLnldl Minh,Region 1 SUNY 0 Stony Brook,50 Circle Road,Stony Brook,NY 11790 R;(631)444-03651 Ft(631)444-0360 WWW,tiirc.l►y.1�?V LETTER OF NO JURISDICTION TIDAL WETLANDS ACT July 27, 2021 Alexander Perros Silver Sands Holdings I LLC 19215 Soundview,Ave.. Southold, NY 11971 Re: Application.#1-4738-04898/00001 Silver Sands Holdings I LLC Property: 1100, 1220 & 1135 Silvermere Road SCTM# 1000-47-2-13, 14 & 15 Dear Alexander Perros: Based on the information you submitted the.Department of Environmental Conservation has determined that the portion of the above properties landward ofthe functional bulkheads greater than 100 feet in length, as shown on the survey prepared by Young and Young, last revised 5/17/2022,which was constructed.prior to.August 20, 1977 as evidenced on Tidal Wetland Map#720-552,,are beyond the jurisdiction.of'the Article 25 Tidal Wetlands Act. Therefore,.in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated_activities landward of that bulkhead. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary., as indicated-above, without a permit. It is your responsibility to ensure-that all precautions are taken to prevent any sedimentation or disturbance within Article 25'jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e. a 15'wide construction area) or erecting.a temporary fence, barrier, or,hay bale.berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Kispert Permit Administrator cc: BMHP File �► gw Y,©Illt :D0(1af►tlIM 01, �n'IGmir' Grlvlfonnl®ntt11 `Ctan�t�fVallon .. ^�"r� �� �� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 5' Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 n" roaerr(c southoldtownny.aov - sea ndCaisoutholdtownnv aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: S' -7. 2-Z Company Name: (iU, Crt, S )Lt f, I c�c- I Electrician's Name: '---D6. G License No.: Lf 7 Z-'Z_141 >- Elec. email: Elec. Phone No: d /_Z3� 2S' JAI request an email copy of Certificate of Compliance Elec. Address.: SJr ) 57 JOB SITE INFORMATION (All Information Required) Name: Y v�✓ ��►, �s di h f' -2 L Address:-op r- ov- Jl Cross Street: jZ Phone No.: /7. 31 -F, 4 0 27 Bldg.Permit#: email: Tax Map District: 1000 Section: Block: vZ Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FpOTAGE (Please Print Clearly): Square Footage: 116 C-7 Circle All That Apply: Is job ready for inspection?: YES M NO Rough In Final Do you need a Temp Certificate?: ® YES❑NO Issued On Temp Information: (All information required) Service Size[K1 Ph❑3 Ph Size: 2-;6'0 A #Meters Old Meter# ❑New Service0 Fire Reconnect[]Flood Reconnect Service Reconnect®Underg round'[]Overhead #Underground Laterals 1 M2 H Frame M Pole Work done on Service? Y X N Additional Information: PAYMENT DUE WITH APPLICATION �b-'� BUILDING DEPARTMENT- Electrical Inspector ' TOWN OFSOUTHOLD .F Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 � '. : Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrO-southoldtownny.gov seandigsoutholdtownnv gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: -59• -7. 2--)- Company Name: Gr1i S Lt ( C-C+--I Electrician's Name: `—D1 L, License No.: L17 Z3-y1i E Elec. email: bu, I C-epl-s xe Elec. Phone No: "/ - 4 2S' 01 request an email copy of Certificate of Compliance .Elec. Address.: _ �,r 1 0 JOB SITE INFORMATION (All Information Required) Name: -S, ) v-L/ f,,� dS )J-0 I di-1 f L (- L Address:-000 �', f✓-t" M-tl- jZU �� of /l Cross Street: jZ fi Z � Phone No.:7/7- 3/ F, d p 27 Bldg.Permit#: email: Tax Mae District: 1000 Section: Block: 2, Lot:, BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE YOTAGE (Please Print Clearly): v -�- 1.✓ 1� } vv s -C� Square Footage: d T-7 Circle All That Apply: Is job ready for inspection?: YES I vi NO Rough In Final Do you need a Temp Certificate?: ® YES ❑NO Issued On Temp Information: (All information required) Service Size[",;Q' 1 Ph F-]3 Ph Size: 2--6 d' A #Meters Old Meter# ❑New Service0 Fire Reconnect[]Flood Reconnect[]Service Reconnect®Underground[-]Overhead #Underground Laterals 1 M2 H Frame Pole Work done on Service? Y MN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: , 111lAk ISwitches I/�-Y( I( Outlets all IP I GFI's Surface Sconces I j �l HH's [. UC Lts Fans Fridge HW dC(" Dryer Oven «�v Exhaust _ Smokes DW / Service Carbon Micros Generator r Combo Cooktop Transfer AC AH Mini I Special: — I Y )AV Comments A Suffolk County Department of Health Services Bureau of Public Health Protection PERMIT To Operate a Temporary Residence This is to certify that Silver Sands, Inc. the operator of SILVER SANDS RESORT at SILVERMERE ROAD GREENPORT, NY 11944 Located in the VILLAGE of GREENPORT in SUFFOL%County is granted permission to operate said establishment in compliance with the provisions of Subpart 7-1 of the State Sanitary Code and- under the following conditions: (1) This permit is granted subject to any and all applicable State,Local and Municipal Laws, Ordinances,Codes,Rules and Regulations. (2)This permit is granted subject to any and all I applicable Federal Laws including US EPA regulations pursuant to the Safe Drinking Water Act's Underground Injection Control(UIC)program. (3) Capacity 40 units. (4) Required supervision at swimming pool is Level IV. (5) Waterfront is not a"permitted"'bathing beach. (6) As part of New York State's novel coronavirus (COVID-19)response,permitted facility owners/operators must follow all applicable COVID-19 guidance at https J/coronavirus.heahb.ny-gov/home and https J/esd.ny.gov/,in addition to complying with all NYS permit conditions and requirements.Please continue to monitor these websites to ensure that your facility is operating in coiilpliance with these important social distancing directives,which are designed to prevent the spread of this virus. Effective Date January 01,2021 Permit is NON-TRANSFERABLE Gregson HPigott,MD,MPH Permit Issuing Official ZQ21'_aw ftgj Tevoke-d`or HIS PERMIT-S HO C I D-:DE-PO T CO�TSPICDOTJSI�Y_-- - -,_ -�—-- - -- ' - Facility Code 51--3679 "-_ - ermi Num er'5136'19_' -____ __Operation AV 1 December 28t11, 2022 t�f J tit 236 THIRD STREET Suffolk County Department of Health Services GREENPORT, NY 11944 360 Yaphank Avenue Yaphank, NY 11980 Tel (631) 477-0248 Fax: (631) 477-1877 Re: MAYOR 3EORGE W. HUBBARD, JR. SILVERMERE ROAD GREENPORT, NY 11944 EXT. 21s TAX MAP ID# 100004 70002001.-.;+5000, 110000((4//700020001�.000, 10000 7��r�'•02000 i 3000, 1�•000'?700C203�, �^0�;�,, , ._ � n O„ }( TRUSTEES JACK MARTILOTTA DEPUTY MAYOR To whom it may concern: PETER CLARKE MARY BESS PHILLIPS All the sanitary sewers, appurtenances, and sewage disposal facilities for the above- mentioned parcels have been inspected by the Greenport Sewer District and found JULIA ROBINS to be satisfactory. VILLAGE If I can be of any further assistance, please contact me at (631)477-0248 ADMINISTRATOR PAUL J. PALLAS, P.E. EXT. 219 Regards, CLERK SYLVIA PIRILLO, RMC EXT. 206 Adam Hubbard TREASURER Village of Greenport ROBERT BRANDT EXT. 217 Waste Water Treatment Plant Al"'FORN.F."Y ATLAW PAT Box 1047 S( tItll(-'-)Jcl, N.-Y—1 1971 AN Avember 10, 2022 N/lichael Verily. (.'Alief 131.1ildirig 11,181".)CC(or S0LIdlOjd 'j-OM;Il 5 4.3 7 5 N/1' -11 Road, SOLIthoici. N.Y. 11971 lZe" Silver Sand;; l-loldhq,,,,,; 1400 Silv,ernjcre IZ(,),Icl Acenpo rt. N.Y. 11944 Deal- N/Ir. verify, "he Intent Of this letter N to UpRN, you of t11c 10 Conro '111 to aH We by SHver Sands Holdings I LLC and couagc.�, applicable cmks as dwy M PcNAn to me lvh,Wp tution of the rnowl I was engaged to uddnNs the rehabdiply, An and evall"We the components W'dic jQan as to %'Vlla(.jLIriI,(jicjjojj,,� ;,,)ply, [)()tll -l-o ;V_ (I State, ,ollIpHance. 11-1 tjl�,Jj cOrIt 1) all �:tnol \v."c:ll N"I'llits illay be reqUil'eCl to be in with fowl- c'!Xt, [ P"LI'ared my Analy.,...,is orthe S,,m,w "'to theiwitJl " i"Itel-Pretation as to ��,Ijat 1. ay needed, In additiomt I allo COMWed DEC to ga& 11 The cu 111l'1'I`tik:)Jl Of"lly incluji-y W(IS (.'.ojj'jpijI�d , "Ou 83 M whsher pegnp(o ait required. Junuar), Of US year. A copy in a sunullary analysis SuNsWed W the LLC I sinll.)13- v"""Inte(I to cillphasiz y Analysis i,� yot.11. rev,c 0. that the LA,C has. flroni the beghuhng, been djHgeut 4� ImcluoWndRig their responsHWAy 10 abide we Cod.,:!,� ofthe o"N'.Il 11)(1 State ill the Upp.licaliol-I yours, K SUFFOLK COUNTY WATER AUTHORITY NEW SERVICE DEPARTMENT PO BOX•38, OAKDALE NY 11769 PHONE 563-5669, FAX 589-5273 August 30, 2022 PREMISE: 1220 Silvermere Rd, Greenport BP: TBD DEAR CUSTOMER: Please be advised: Effective June 1, 2023, our fees may be increasing. To "lock in" the current pricing your job must be released by May 31,2023. For your.job to be released you must complete the checklist below. IMPORTANT INSTALLATION INFORMATION As of December 1, 2019, all services are required to meet the attached specifications. Please review these carefully, as all criteria must be met for the field inspection to pass. Before ,your application for new service can be released to our construction department, it will be necessary for you to complete/submit the following: 1. Please complete the enclosed application card and return so the account may be established. 2. Tap & Vault fee (2" tap) $9,820.00 3. Inspection request — Residential inspections must be scheduled two (2) weeks in advance, and are subject to the time constraints of our workload. Please plan accordingly. 4. Customer Service Line Measurement Form (Form #21 5) — Must be completed by whoever installs the service (either the owner or a licensed plumber is acceptable) once your service line is installed. 5. Service Line Certification — Must be completed by whoever installs the service (either the owner or a licensed plumber is acceptable) once your service line is installed. Please mail all information to the above address. If you have any questions, please contact the New Service Department at(631) 218-1148 or via email newconstructionclerlcsnscwa.com S130OLK COUN�.y A O0 �Ar$R AUTHO��� Date 9/6/2022 Name or Business Name Silver Sands Holdings I LLC Property Address 1220 Silvermere Road, Greenport, NY 11944 Mailing Address 1400 Silvermere Road, Greenport, NY 11944 Phone Number 917-318-0027 Email Address: alexanderperros(aDstartmail.com SCTM# 1000 047 02 13 District Section Block Lot A. • x Residential Property _ Commercial Property Temporary Service for Construction Adding Fire Protection: Dedicated Fireline _Combined Domestic/Fire Seasonal Service: _Dock _ Irrigation _ Beach Beautification Demo/Rebuild (describe) New water main and new taps as part of renovation Other Geothermal Unit: _Yes X No If yes, type: _Open Loop _Closed Loop I understand that water pressure varies throughout the County and that it is the applicant's responsibility to determine the maximum system pressure to ensure the plumbing s stem follows all code requirements. Print Name Alexander Perros Signature If you have any questions, please call (631) 21 -1148 tPor a - BP#: Service Size: Easement Required? Please return-rnpleted,form with.payment=.to;. 8MA,New Service POD Box`38; Oakdale, NY 11769 SUFFOLK COUNTY WATER AUTHORITY NEW SERVICE DEPARTMENT PO BOX 38,OAKDALE NY 11769 PHONE 563-5669, FAX 589-5273 August 30, 2022 PREMISE: 1220 Silvermere Rd,Greenport BP: TBD DEAR CUSTOMER: Please be advised: Effective June 1, 2023, our fees may be increasing. To "lock in" the current pricing your job must be released by May 31, 2023. For your_job to be released you must complete the checklist below. IMPORTANT INSTALLATION INFORMATION As of December 1, 2019, all services are required to meet the attached specifications. Please review these 4 carefully, as all criteria must be met for the field inspection to pass. Before your application for new service can be released to our construction department, it will be necessary for you to complete/submit the following: 1. Please complete the enclosed application card and return so the account may be established. 2. Tap &Vault fee(2"tap) $9,820.00 3. Inspection request — Residential inspections must be scheduled two (2) weeks in advance, and are subject to the time constraints of our workload.Please plan accordingly. 4. Customer Service Line Measurement Form (Form #215) — Must be completed by whoever installs the service (either the owner or a licensed plumber is acceptable) once your service line is installed. 5. Service Line Certification — Must be completed by whoever installs the service (either the owner or a licensed plumber is acceptable) once your service line is installed. Please mail all information to the above address. If you have any questions, please contact the New Service Department at(631) 218-1148 or via email newconstructionclerks(asciva.com. November 29,2022 Silver Sands Holdings I LLC 1400 Silvemrere Road Greenport,NY 11944 To Whom It May Concern: 1 have performed sewer and water work in.the Village of Grcenport and Town of Southold for the last fifty years.The owners of the Silver Sands Motel hired me to perform maintenance and repair work on the existing sewer system and to.supply new domestic water lines to,the motel and various cottages across the property. I can confirm that we are performing work on the existing sewer system and that it does not require any Suffolk County Department of Health(SCDOH)permissions or notifications.The property's existing sewer system, including a private main along Silvermere Road and a pump station located next to the railroad tracks,are all on private property and fall under the purview of the Village of Greenport.We have been working closely with the Village and the head of the sewer department;Adam Hubbard,visited the property as recently as November 29, m 2022;he once again confirmed that all work being done is (1) on a pre-existing system,and (2)that no new sewage or wastewater capacity is being added to the system. The maintenance and repair work I have performed on the property's existing sewer system is critical to ensure it continues to function properly and does not have a negative effect on-the buildings or contaminate the surrounding environment. In August'2022,Suffolk County Water Authority(SCWA)replaced the failing water main on Silvermere Road.I have worked closely with both SCWA and the property owners to upgrade the domestic water lines and to connect new service taps to the water main.The motel and surrounding cottages are located on multiple lots and SCWA required that we install individual taps for each.lot.The owners have diligently filed all necessary applications with SCWA,and SCWA has performed all required inspections and sign offs.We continue to work in lock step with.SCWA to complete this important infrastructure work. It should be noted that when installing the new water main on Silvermere Road,the SCWA contractors accidentally broke the sewer line that crossed Silvermere Road and connected the cottages at 1100 Silvermere to the private sewer main the runs along the east side of Silvcrmere.This was documented by both the property owners and the SCWA contractors,who replaced the section of pipe that they broke. Sincerely, Q I : Stanley F. Skrezec February 26, 2023 Darline Duffy #3 Watersedge Way Port Jefferson NY 11777 RE: Silver Sands Motel properties, including SCTM 1000-047-02-09, 1000-047-02-11, 1000-047-02-12, 1000- 047-02-13, 1000-047-02-14, and 1000-047-02-15. To Whom It May Concern: I write this letter to help clarify facts around the historical use and designation of the various properties related to the Silver Sands Motel.I have relevant first-hand knowledge since my husband, Edward Jurzenia, spent his entire life at the motel and was an owner and operator up until his passing in December 2019. Edward's parents built the original motel in 1957 and he and I had been together since 1975. I inherited my husband's ownership in the motel and surrounding properties, which I sold to the current owners in 2022. I also served as a Southold Town Assessor from 1991-2014, through which I had intimate knowledge of real property and its taxable status within the Town of Southold, including the Silver Sands properties. I can attest that all the cottages and homes on the various properties that comprised the Silver Sands have always been rented to guests and were never used as permanent residential housing since at least 1975.To the best of my knowledge, all the properties that are currently part of the Silver Sands have been zoned Resort Residential since at least 1975 as well. Of course,the Silver Sands Motel (on SCTM 1000-047-02-11) itself was built in 1957.Furthermore,the cottage on SCTM 1000-047-02-09(aka#34)was at one point called the Windward Shore Motel before it was incorporated into the Silver Sands, and the cottages on SCTM 1000- 047-02-14(aka#s 101-108),which date back to 1930,were at one time called the Silvermere Beach Houses. All the dwellings on these properties, as well as the ones on SCTMs 1000-047-02-12, -13, and -15, were rented out to guests for many decades. Very respectfully yours, Ze5�,_X�- Z-� Darline Duffy rT /' !\\to xa.7 I J Co�/MET 1 36o 18 47 N m NE I \1�- � �1 I J - �1 q� COV ER I EMIR F SMH x 2.8 C i J/ \� 613 / J� I c J C E WVWV \ \ "J'•�G // 1 Oyu CM/ 'svM WV \ \. C 614. 615 -� / _� I fti✓ I F �l3j/ WMR 6 5.2 / 1 b�Pt1S EMlR r {/ / OO'WMR/ CPF sv ebb oY�Yv yoe l \\ JJ C \ I J 619 618 - I GQ *x�/ // // �*tP 621 � r 1 xz.e ✓ DQ b IBI, EMIR o�� p� &} /- -76- _-" IrS• _ b�!4'S�-'" - , -�-C'M - -�a--� - P� - p ,e-r.:yi_ •_ _.-I TpF �� CQ I t oo, / % EARTR 1.6'I WMR L L xe.r W 0 0()5 �O 5 I /,// w 1.9=y 7.5' c�u S I ¢ I JoF� I WO oGONc. 1 •2'S n Z�; �p16.0' COVER m ^ O o Z JJ a�� 3.6 I m v 17.823. /\O POOL / I fd ,� /1 w I L EQUIPMENT CP ,/ \ ENCLOSURE / I I I NCONC.I / I M COVERW/METAL -�4' -_ x 10.9 �r,*:e� � °ry /� 18.1' ... �� I 01 WOOD ^."''� # / bra // ------ co m I DECK ;,115.8' 22.6- IEM-M / - -- Opp PRF�osx �oo w oo ° nS-''o. 16.3' FRAME PI:o (� N L ^� 36.3 a1 f7 " 1 WMR 'J 30.6' b 18.0' I BUILDING 2,1, 12,5' 6.2' 3# uQ O CYi / ----�- 3.2' EMTR E wp\I 20.0' r, a ro C N u WOO / I E DECKD- N i x LU x e.z w I 19.1' 19.9' 9.0' 3 e e RO L6 o.ax Ln 29.7' CLf vy I 18.4' b o I FRAME I o BU ILDING 36.7' ERA41E l I STOR,IGE O _ 18.4' A15 �7 l6 m V.J .Ni Q x I 18.2' / --ILA 2-7 ^ 12.5- ,- `7 je I EMIR F z-4_ �'- C°v1 I WOOD DECK / a I SCTM NO.1000 47-2-14' O Q O ' R X BSCTM NO. 1000-47-2-15 I _ °wV vk I cONC.W/co EL o g.9 I �4.2CP u) I SCTM N0/160-47-2-13 / EMTR I SCTM NO.1000-47-24 Q CONC.W/METAL a FRAME 2:6 / I covER BUILDING N 569008'29"W p I / 2a.0 - I / / I 29.15,., / 30 A' i LANDWARD LIT-6F TIDAL I o n /J17.0' FRAME a �i 88 17.2'ME 2.6 EMTR ,\� I WETLANDSASDELINEATEDBY S81 2X 16 I ° " BUI1.DIt36 CH I ni BUILDING°' tp / \ COLE ENVIRONMENTAL, I 24.96' 3.0' ® I 24.0' \4 JAN.2022 / /i 4.3 �o ° I3.0' \ \� Q o TW8 8 SII x 10.1iOZL / - '' TW5 .o wott )LLV7I i Twa -Xi 5�3gT 154 N8801 --- \\ xay /bp 21Q„�N - 9.30' ,23" 5�2 '� �-.. 564038'07"W °i pb / 26.48 \ o %1•��,�t`y / G01 � �PD �3 - 566�z2 p.SQ�S 40�� I 579051'17"W 25.99' now or formerlyxx oouglas Dwyer& Eileen payer now or formerly I g + c o- ' Thomas R. Shearin& ' SHEpE a ,_° I I FRAME ° / Wanda Sue Shearin / 1 / / RCF N SHE DE SHED N89053'40"E ` 58615'00«E CMF n 182.00' MPF IPF 1z3.7-, IU MPF / w / . I U epGEOf WO0O5 DI / I QQ I / 7 wooDs.7' I Edward, SCTM NO.1000-47-2-15 - I SCTM NO.1000-47-2-14 O I n/ I c� O /M�,, CONC. W h ti N I F COVER 6.0, O 1 S7,R,q E 43 18.IJ� 19,1 �` O SCTM NO.b I ° FRgMF 3 0 DI 01 M A F I O GARA6E ST M oVE oNEo`u�kAv J 0 N80°55 I _ _'0_"W I STONEORIVEWAY ^ I ILLJJI 1 ^r �/ y n 11.0' S� CONC.O . � 0 � COVER I 8.0. ° c O ti, ro 9 a� ti o C51y ' PLANTER CONC CONC, Q`Db COVER SC J ( O COVER IBIm CONC 00 e 24.8, COVER 3 •n tt7 I CONC.0 CON(:. O 4.0• co C.IV O I COVER COVER OFO ` _LL N80° j9 CMF - - 55'C 20.17 I P� WDF WOODS / �j OOo SCTH a N80 ' b �'' . CMF `J�0) / �•COQs' �aF o ( b�6 , / 1`P I IPF 0 f P I MVS 3C�� IPF V �11E � c s� 2 3' LP - I STONE CONC. 2.2'�- WALL STONE POOL I \ , �\ i I 11.3' 000VER S N TIMEER nQurpMf ( i �� v ay WALL E LOSU NT RO o f w I i < e z �E OF WOODS I , /P4 10.3U-`° "6 1 U- 20.4' ED I Cd , OPp , ( I 0 1 0�� d 13.2' _ I 18.5' :. N I I * 1 i CONC. N I I 20.7' �i�/ ? 18.1' 60 COVER M ( I WOOD O LU PRF O < o -CSW _ DECK M15.8' i,, I I O 36.3' o ro 22.6' I CONC. c 16.3' COVER 00 f $ a WMR _ 30.6___� 18.0 FRAME �`� �y o- I I n Qy 3.2' BUILDING 21N 6.2' (V 1 12.5' ( n cov m 20,0' O - WOOD L6 DECK o°C I m O 19.1' 19.9, 9.0' 3 I w U oo ,o - .o 11) vv) c RO I -3. I v o O QQF OM __ 3- _- s 12.8'- CLF ' 14.0'j SCTM NO. loo z ]8.2 o I 29.7' v 12.7' M I CSW - FRAME 11.9'X 4 ay-'0 5 8' - 36.7' I m BUILDING-- I Q 18.4' 18.2 C� N s' I w 12.7 G' '^ 12.5- WOOD PECK � I c CONC. O I1.8 °L I SCTM NO.1000-47-2-15 SCTM NO. 1000-47-2-14 COVER 3 0 O ( % of a O i I 20.3' 4.0 csW COVER lb l V SCTM NO.1000-47-2-13 I 24.1' SCTM NO. 1000-47-2-12 / I / o o. FRAME m 3.6' I / ( o ❑ 30 4' E BUIL DONG N' .5 I ! I N 72.8' 8.8' 1a,2- CSW , I 569°08'29' �� I 76.7' rn 10.9 FRAME p - ' w BUTLDIN6291 CH FRAME o \D I 29.15' p, 24.1' 1 BUILDING^ \ I I S81°21'16",W 30CD' OD 24.0' \ I 24.93' ! I " CONC.WALL o ° \ ( CsW ! 5.93' 1 \'o WOOD BULKHEAD / I ' \ o\\ \ I l\\\ 34 � 2056,?- W( caNc.WAU' cONc N70°16,5 0), 57 I \ w N rl.R 11 N88013'37"W o \\ 7.23' 5-7 1� 29.30' `\ I xb��0��A1 S64038'07"W a3 2a ,.�511 26.48' SILVER SANDS 1400 SILVERMERE ROAD GREENPORT, NY 11944 631-513-9019 ADDENDUM TO BUILDING PERMIT APPLICATION Unit 28 WITH RESPECT TO DEC, TRUSTEES, WATER &.SEWER: DEC JURISDICTION —See Attached No Jurisdiction Letter dated 7/27/21 TRUSTEES JURISDICTION—See Attached Letter from Kimack dated November 10, 2022. Additional Administrative Permit being issued. SCWA HOOK-UPS—See Attached Permit issued by SCWA for connection. SEWER HOOK-UPS— Be advised that we did not perform any new work or hook ups and the only work that was done by Skrezec was to inspect and repair a broken line. See Skrezec letter dated November 29, 2022. DESCRIPTION OF THE PROPOSED CONSTRCUTION: For Each of the cottages, the work to be done includes as typical: •Roof replacement. •Repair or Replace damaged/rotted framing where needed. •Upgrade insulation. •Replace/upgrade existing plumbing risers and fixtures. •Replace/upgrade existing electrical service and rough-in. •Replace/upgrade existing HVAC. •Replace interior wood flooring. I' •Replace sheet rock and trim. •Repair or Replace screened-in porches, as needed. •Repair foundation cracks, as needed. •Replace windows and doors in kind. •Repair or Replace existing siding. CERTIFIED COST OF THE PROJECT: $207,856.00 (37% OF THE COMBINED STRUCTURES VALUATION WHICH TOTALS $561,058.00) AS DETERMINED BY CERTIFIED VALUATION OF NEWMARK VALUATON AND ADVISORY CO. N. J. MAZZAFERRO, P.E. PO Box 57, Greenport, N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 13, 2023 Design, Construction, Inspection Silver Sands Holdings 1, LLC 1400 Silvermere Road, Greenport,NY 11944 Re: -Energy Evaluation- Costs for Refurbishment of Cabins 26-27-29 House Unit 28 Tax Lot— 1000-047-02-13 (1100 Silvermere Road, Gpt,NY 11944; Cabins 26-27,29 House 28) Property Occupancy Code—Comm—Motel/Cabins—NYS Building Code Section 310.2 Project Category—Alteration 2 - NYS Existing Building Code Section 603 Tax Info—Comm- Motel—3 Buildings on 0.50 acres—Pre-Existing 1957. CofO's Exist for Building 29, 11/27/57—Addition, 11/21/84—Green House. No other CofO's. On 3/14/23 I reviewed the project plans for the three (3) Cottages on Lot 13. My review included discussions with the Project Manager (Alex Perros). The purpose of this effort was to determine if the proposed construction complies with the 2020 NYS Building Code (Energy Conservation), in particular the 2018 IECC. The proposed work has been determined to be an "Alteration-2" as defined by the NYS Code. The elements reviewed for energy conservation include the exterior envelope, fenestration and HVAC System. House Exterior Envelope: The exterior envelope includes the roof, ceiling walls and floor. The insulation provided in the design is as follows: Element Existing Proposed Roof Structure Batts—(R-11) Batts—(R-49) New Ceilings Batts—(R-11) Batts—(R-30) New. Walls - Exterior Batts—(R-11) Batts—(R-15) New- Walls - Interior None Batts—(R-11) New-Sound Floors None Batts—(R-22.5) New Spray-Max Depth Box Beam None Spray Foam—R-30 Overall Substandard Exceeds Requirements 1 w I find this proposed design for the exterior building envelope to be compliant with the Code. This finding is based upon Code Section C503- Alterations, Item C503.1 General. The design building envelope meets the requirements of this Code Section as follows: -After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use less energy for routine operational needs. - The Alterations do not create any hazardous conditions or overload any building systems - All exposed cavities in the roof, ceiling, walls and floors will be 100% filled with insulation. Fenestration: The fenestration includes the doors and windows throughout the Cabin and House Structures. As part of this alteration all the doors and windows are being upgraded. The doors will be Thermatrue or Anderson 400 Series. The windows will be Anderson 200 Energy Star Series. The new replacement doors and windows in the design all have a "u" factor in the range of 0.30 to 0.32. The Prescriptive Section of the Code requires: Windows - to meet Section C402.4 Table C402.4 the "u" factor is 0.45 Doors - to meet Section C402.4.5 Table C402.1.4 the "u" factor is 0.61 The Thermatrue Doors have a"u" factor of—0.30 (or less) The Anderson 400 Series Doors have a"u factor of- .032 The Anderson 200 Series Windows have a"u" factor of- .032 I find this proposed design for the fenestration to be compliant with the Prescriptive Code. This finding is based upon Code Section C402.4 and C402.4.5. The design for the window and door replacement meets the prescriptive requirements of the Code. HVAC: The HVAC Systems includes the new "split units"proposed for the House. The use of split units will provide a more efficient, highly controllable system. The system provided in the design is: Cottage Conditioned Space Proposed Unit Cabins 26-27,29, Hse 28 All Rooms ComfortStar Unit—Various Ratings 2 I find this proposed design for the HVAC System to be compliant with the 2018 IECC, in particular Section C403.3.2 HVAC Equipment Performance Requirements. This finding is based upon the efficiency ratings and vast operational improvement of the newer systems. The building mechanical system meet the requirements of this Code Section as follows: -After the Alteration the buildings will be more compliant with the Code. - After the Alteration the buildings will use less energy for daily operational needs. - The Alterations do not create any hazardous conditions or overload any building systems Lighting:. The Interior and Exterior Lighting Systems include all new LED luminaires. The interior lighting proposed for the cottages will be 100% LED, decreasing the amount of energy used, reducing the interior heat load and providing a longer unit life cycle. The exterior lighting proposed for the cottage area meets the code requirement for visibility while conforming to the Dark Sky requirements of Southold Town. The exterior fixtures will be 100% LED, decreasing the amount of energy used and providing a longer unit life cycle. The systems provided in the design are as follows: -After the Alteration the buildings will be more compliant with the Code. - After the Alteration the buildings will use much less energy for daily operational needs. - The Alterations do not create any hazardous conditions. Nicholas Mazzaferro, PE �F i ° O 057� AR0 SS10��`y 3 as GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION T E SGeneral Notes: '" - r^ � f?- 01 -��- - :ii dim GllJ_EC3 -//, 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 BUILDING CODE OF , Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. r - 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas IFir Larch #2 or better. GENERAL NODES: --ram-r ----� �"�• ''' 2. All structural wood shall be in accordance with the national design specifications; for wood construction - latest edition. 2, FIRE SAFETY: 1 • ALL WORK SHALL CONFORM TO THE: REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KEHL DESIGN ASSOCIATES TLC CODE OF NEW YORK, FIRE DEPARTNMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. residential & commercial design . consulting B. LOCKED AREA. g g PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. BUILDINGS, OBTAIN ALL REQUIRED IH�JSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boco number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.BOX1675 phone; (631�433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@opfonline,nef 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWIN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC®formerly D A K Associotes,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6, Plywood sheathing, F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. '7 - %�/��,.;%,,.ry-•r---, 4 a. All plywood shall be In accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATFE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grailn of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. UwNEkSHIP & USE OF DOCUMLN S: S. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPOINSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRArCTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7• All sills shall be pressure preservative treated (A PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. dens, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. 8. Design values: with any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI 7• - PLUMBING WORK `SHALL BE PERFORZMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb 825 PSI C. HEAVY DROP CLOTHS. REV. THE DEPARTMENT OF BUILDINGS ALIL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. a. ELECTRICAL WORK SHALL BE PERFO)RMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN E = 1 ,900,000 PSI ACCUMULATION. -05-23 Laminated Veneer Lumber (LVL): THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 90 PSI 03-13-23 g, Fb = 2600 PSI 4. NOISE AFTER HOURS: 03-13-23 THE CONTRACTOR SHALL DO ALL CIUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: SAM TO 6PM, MONDAY TO FRIDAY, DRAWINGS, AND ALL OTHER WORK 1THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE 10. B. EXCEPT LEGAL HOLIDAYS. , ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. PLUMBER CER TIF10A TION WILL BE ALLOWED TO COMMENCE UJNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC, HARMLESS FOR, ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH ON LEAD CONTENT BEFORE 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANIY.SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING'; THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS CERTIFICATE OFOCCUPANC� RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WVORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES USER'S13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR T-HE PLAN FAILURE TO CARRY OUT SOLDER USED IN WATER THE CONTRACTOR WILL COORDINATE: THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS ANDRELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE SUPPLY SYSTEM CANNOT HE WILL BE RESPONSIBLE FOR ALL- DISCONNECTIONS, RECONNECTIONS, AND STARTUPS, OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE EXCEED 2110 OF 1% LEAD. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE 14. THE CONTRACTOR WILL COORDINATE:: THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE, ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE kWJORK NOTES: LIABILITY OR COST INCLUDING REASONAE3LE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS RESOLUTION. ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, ALTERATION LEVEL #2 AS PER THE 2020 EXISTING BUILDING CODE OF NEW YORK COMMERCIAL C 0 N STR U CTI 0 N Z DETAILS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. �sk�d'�:'�����w''; "�•�=�a����' 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD CLIMATE ZONE SNOW DESIGN FROST LINE DESIGN UNDERLAY- r!OOD WIND EXPOSURE NEW YORK STATfE LOAD SPEED m>h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL COMMERCIAL QQ � 25 Ibs/sgft 130 (mph) C SEVERRE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 198d/1998 C 4A 4A 201U Internat ana Energy Conservation Code (IECC� TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Lo, AND MINIMUM COMMERCIAL CONSTRUCTION D ETA S A �y FrRt mf T CONCENTRATED LIVE LOADS9 APPROuED AS NOTE® DESIGN CRITERIA SECTION C5O3 ALTERATIONS S��C 1 �0�. PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE CONCENTRATED ALL CONSTRUCTION TO CONFORM T-0 ASCE STANDARD GATE: S � k0 BEFORE LOADS (psf) (Pounds) SEI ASCE 7-22 ) C503.1 General 7 /�J/�/� B.P.# >�E� I ' USES(s) AND OCCUPANCY CLASSIFICATFION(s) 9. Dining Rooms and Restaurants 100m Alterations t0 any building or structure shall comply with the requirements Of tills section �'du DEPARTMENT AT ACCESSIBILITY CONSTRUCTION D ETA I L S C503 and the code of the new construction. Alterations shall be such that the existin '°°-'�U1 BAtU TO 4 PM FOR THE , USE OCCUJPANCY 10. Dwellings (see Residential) buildingor structure is not less conforming to the provisions of this code than the g FOI I �'r'I�''� INSPECTIONS: REQUIRED Additional RESORT / RESIDENTIAL R-1 (MOTEIL) 25. Residential , ALL SPACES, AREAS, DETAILS, DIMENSIOINS AND CONSTRUCTION existing building or structure was prior to the alteration. Alterations to an existing vR POURCC C, .°. .;;PATE Certification TO CONFORM TO 2009 Al 1 7. 1 building, building system or portion thereof shall conform to the provisions of this code ROUGH - FRAtv!,NG & PLUMBING TYPE OF CONSTRUCTION (CHAPTER 6) ONE-AND-TWO FAMILY DWELLINGS as those provisions relate t0 new Construction without requiring the unaltered portions Of JSLILAT;ON May Be Required. - i the existingbuilding or building system to comply with this code, Alterations shall not '+SAL - CC7'hf�Tl?uCT►ON MUST g 9 Y P y -'J COMPLETE FOR C.O. 1 D PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2(020 ENERGY CONSERVATION CONSTRUCTION g g y 1 CT, Acceptance of these drawings does not authorize the right to TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGE Create an UnSOfa Or hazardous condition Or Overload existing building systems. GONIST}3J� ,DN SHALL MEET THE J,K CODE OF NEW YORK STATE 2020 ECCCNYS, BASED ON THE 2018 IEDITION OF THE INTERNATIONAL ENERGY V B UNINHABITABLE ATTICS WITH LIMITED STORAGE" 20 ( :UIREMENTS OFTHECOD,ESOFNEy� build withoutthe authorization of local governing agencies, Such CONSERVATION CODE AND ASHRAE 90.1 2016 as Suffolk Count De t of Health Services, Town Building EXCEPTIONS: The following alterations need not comply with the requirements for new K STATE, NOT RESPONSIBLE FOR y p g HEIGHT AND FIRE AREA HABITABLE ATTICS AND SLEEPING A2EASk 30 C PROJECTS TO COMPLY WITH CHAPTER 4 COMMERCIAL IENERGY EFFICIENCY,ASPER THE construction, provided that the energy use of the building is not increased: `61133h, OR CONSTFIUCTIQN ERROFIS, Departments, DEC, FEMA, etc. Verify all conditions, codes, and PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES requirements with such agencies prior to construction. (NY)TABLE C402.1.3 a,i 1. Storm windows installed over existing fenestration. COMPLY WITH ALL CODES OF OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENT MINIMUM REQUIREMENTS,R-VALUE METHOD NEW YORK STATE & TOWN CODES PIROJEGT: HEIGHT, BUILDING. PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 2. Surfaced applied WIndOW film Installed On existing Single pane fenestration ` THE VERTICAL DISTANCE FROM GRADE � � RODSWALLS ABOVE WALLS BELUR assemblies reducingSolar heat gain, provided that the code does not AS REQUIRED AND CONDITIONS OF PLANE TO THE A VE R A C E HEIGHT OF m ZONE ATTICS AND WOOD FRAMED WALLS BELOW JOIST/ OPAQUE FIXED OPERABLE ENTRANCE 9 P I UNLIMITED AREA PUBLIC ROOMS AND CORRIDORS SERVING THEM 100 UNHEATED SLABSk TA THE HIGHEST ROOF SURFACE 3 STORY OTHER AND OTHER GRADEc FRAMING ooloRs FENESTRATION FENESTRATION DOOR require the glazing or fenestration to be replaced. "..'._ f '. , SOHLVEm �''� =18'-10" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 4EXCEFr U-FACTOR U-FACTOR U-FACTOR 3. Existing ceiling, wall Or floor cavities exposed during construction provided * p�'pl n MARINE R13 R-10 FOR 24, g g P 9 P S,ID44, _, °Vtdllyu 60,7RD 2020 BUILDING CODE OF NEW YORK R,gg R•3.8a R-7.5 R-30 BELOW R�4.75 038 0.45 0.77 that these COVItIES are filled with insulation, �- • E STATE. SDI )' V' STHS i C)"T GROUP R OR R-20 r,;T SHGC SHGC SHGC 4. Construction Where the existing roof, wall or floor cavity i2 not exposed. i. UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN -' t,YZ'S'Dt-. THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE TABLE C402.4 PF<02 PF<0.2 PF<0.2 5. ROOT recovered. TOTAL HEIGHT FROM RIDGE To GRADE 26' ( 0.36 0.38 0.38 6. Air barriers shall not be required and roof replacement ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED BUILDING ENVELOPE FENESTRATION MAXIMUM 1220 $ILVERF��ERE ROAD RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE SHGC SHGC SHGC Where the alterations or renovations to the building do not include TRUSSES. THIS LIVE LOAD NEED NOT PE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE U-FACTOR AND SHGC REQUIREMENTS 02<PF<0.5 0.2<PF<0.5 2<10.5 OCCUPANCY OR GREEI�PORT � 1 �Ig�4 LOAD REQUIREMENTS. CLIMATE ZONE 4 0.43 0.43 0.43 alterations, renovations Or repairs to the remainder Of the building envelope, ! LUMBER SPECIES AND GRADE j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN VERTICAL FENESTRATE SHGC SHGC SHGC USE IS UNLAWFUL ' THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE ALL HOUSE FRAMING MATERIAL TRUSSES WITH WEB CONFIGJRATIONS CAPABLE OF ACCOMMODATING AN ASSUMED ��� PFL0.5 PF>0.5 PFL0.5 BUILDING #28 DOUGLAS FIR - LARCH #2 AND BETTER RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF FIxm 0.38 0.58 0.58 0.58 A11THOUT CERTIFICATE~ i THE TRUSSES. rRESMT10N (�(� l'( �I`I/� ,Ii SCTM # 1000-47-02-13 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER OPERABLE 0.45 � ®V\jU v THE LIVE LOAD NEED ONLY BE APPLIED To THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM FENESTRATION ALL COMBINATION SMOKE DETECTORS ,DfRAWING TITLE: CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: DOOR ANDCE 0.77 AND CARBON MONOXIDE DETECTORS i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BYE ARE TO B E CONNECTED N N E C TED WITH A CENTRAL N TR A L 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS SHGC GENERAL NOTES THAN 30 INCHES. PF<0.2 0.36 MONITORING STATION AND TO BE AREAS OF STRUCTURE ii. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TWO UNITS SHGC MONITORED CONSTANTLY AS PER THE ALLL�M�}WACaSTE VERTICAL IN 12 UNITS HORIZONTAL. 0.2<PF<0.5 0.43 i NEW CRAWL SPACE NA THE REMAINING PORTION OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A - 2020 BUILDING CODE OF NEW YORK STATE &WATER LINES NEED NEW FINISHED BASEMEN r NA UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. T `11NG8 FORE coVERING SHGC N(OTES: EX, BASEMENT NA k. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED PF20.5 0.43 TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS, DESIGESEN PLANS ARE AN WHOSEINSTRUi,S A OF THE SERVICE AND ARE THE PROPERTY E THE EX. FIRST FLOOR 1207 SF PF = PROJECTION FACTOR ; mESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. IIlFRINGEMENTS WILL BE NEW FIRST FLOOR NA i ---------------- (PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA (FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE m. LIVE LOAD REDUCTION IS NOT PERMITTED. J DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UTILITY SHED NA ��f IJIJFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW BALCONY NA ]i t FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LOFT NA ATTIC HOUSE o NA �`���� � � � 'SEAL: DATE: ATTIC (HOUSE)(b) NA SEPTEMBER, 09 2022 NEW GARAGE ADDITION NA N91rnl��clr�i" ��►r PROJECT NO: ATTIC GARAGE a NA EX. UTILITY ROOM NA C..l��p'rc�� lighting QR ltJ `,, 1 135-2022 EX. SCREENED PORCHES NA !. u::.5t�ed, replaced oro�� , co,` yp' DRAWN BY: Ex. OUTDOOR SHOWER NA r ;)aired shall Conform �ti�� oo '� BDK to Chapter 172 CHECKED BY: EXISTING DECK 195 SF I �;�*`r of the Town Code NEW DECK NA COVERED NEW DECK 105 SF � c� SHEET NUMBER: EX, COVERED FRONT PORCH NA @ COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. c;` 0' cj COVERED ENTRANCE NA ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED POOL HOUSE CABANA NA T LAW. `_`\ C UNDER FEDERAL COPYRIGHT LAW. ��t'� �;s1pV1P� ACCESSORY STRUCTURE NA PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. RAGE \`. ) DOB NUMBER: OF (a) WITHOUT STORAGE ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 1 (b) WITH STORAGE KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE f; PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN I�EII�DFSIGN ASSOCIAT5,1cc PROOF OF PURCHASE. ( SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF NAILS TWO 8d THIS M TS20 LTS20 u 6— LARCH SO. t SIDE OF TRUSS. PROVIDE (1) HGA10KT ON AL_OWABLE LOADS 1.2 LOAD SIDE OF CEILING JOIST ' FASTENERS o !' LATERAL WITH TOTAL FOUR e o AND ON SIDE OF RAFTER q; ,/,'r MODEL GA UPLIFT UPLIFT CODE 8d NAILS oo '_ -- (133/160) 8dx12" ,,:.. � i � ",."�,`—_ NO. TO TO TO AVG NAILS REF. RAFTERS/ PLATES STUDS IL 1. F F2 (133& INTO TRUSS. (( �I TRUSS (133) (160) STU ._ x: /;/i' II I` III SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND = KEU DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES residential & commercial design . consulting H6 16 8-8d 8-8d 3983 915 1 950 650 5, 44 II -; o DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO N ° ARTS'x12 e (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAILS ' g ° y P0.Box 1675 phone: (631)433-9084 MODEL GA AVG 2 RODE INTO °° ° Southold,New York 11971 E-Mail: ssbn654@opfonline,net NO. MAX. CLEAR ULT. LFTA LFTA PLATES °® ° WIDTH SPAN L QTY DIA 12" 2" 2}„ 3" 32" 12° 2" 22" 3" 3} EIGHT 2 NAILS IN S P 4 Kehl Design Associates,LLC c formerly D A K Associates,LLC INTO LFTA 16 21" 17° 38J"'6-1Od — 4200 1205 1400 5, 44, 85 STUD o vJ NLkSHIP 8L USE OF DOCUMENTS: • DOUG—FIR LARCH / SO. PINE FASTENER ALLOWABLE ALLOWABLE UPLIFT LOADS3 These drawings and specifications including the MODEL L AVG 10d 10d x 112' CODE NO. ULT. REF. LFTA LSTA21 ° ideas, design and arrangements represented 10d 1od x 1}" (133 / 160) (133) (1so) therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be X ° Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41, 128 oo ° HGA10 with any work or project other than for which ° °° DETAIL 11K1t they have been prepared without written consent. MTS20 20 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 0 °o REV. LST20 20 12-10d 12-10d x 12" 2383 775 720 720 3, 41 1 1 FNW T DETAIL "E" o° STU 8 — DOUG—FIR—LARCH Equal number of °° �SIMPSON 02-27-23 TYPE OF DIRECTION SO PINE CODE specified nails In o° TAKE-UP WASHER 03-05-23 MODEL CONNEC— OF LOAD ALLOWABLE LOADS REF. p 03-13-23 TION ( / each end Simpson Strong-Tie N0. FLOOR ROOF 133 (100) (125) 160 G 515 645 670 CS16 ART5"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H11 H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'''-'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ"x12 STUDDEFLECTION DEFLECTION CODE MACHINE LENGTH OF BOLT 2.3 AT HIGHEST MODEL AVG AT HIGHEST REF. NO. ANCHOR ULT. N VERTICAL WOOD MEMBER ALLOWABLE BASE BODY ° BOLTS ALLOWABLE o GA GA HB SD W H B SO CL DIAS e DESIGN LOAD DESIGN °p 11A 12' 2" 22" 3" 32" 52' LOAD WHENRAISEDOFF o THE SILL P ATEo HD2A 16 12 4a" 24" 2J" 8" 2A" 9" 1,�" 9' 12150 1555 2055 2565 2775 2775 2760 0.058 0,077 2, 43, 82 ° o MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. , AVG DF / SP CODE W L STIID PLATE ULT. (133 (16(160) REF. 1 4 S SP4 3T%" 71" 6-10d x 12" 2917 735 885 7, 40, 127 e ; o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. CA yy L NAILS FLOOR (133) (160 REF. 00 100 ) ',WORK NOTES: LSTA21 20 11" 21 16-10d 905 1205 1295 7, 40, 90 1, MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE oS�� NO. GA W L NAILS FLOOR (133) (160) REF. Simpson Strong-Tie STU 8 MSTA24 18 1 24 18-10d 1025 1370 1640 7, 40, 90 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE NO. L END SPACING REF. HD2A TAKE-UP WASHER (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)2 oc. OF ROLL) (IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6 pson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2;J" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES DV DOU LFIR LARCH ( PIN O O115 ADS DETAIL 1'L`1) MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION j N0. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 Show 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES 10d 16d ULT. (133) (160) 10d 16d 10d 16d 10d 1sd REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3a" 4J" 2 4_16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 �� �) CNW— DETAIL I COUPLER NUT HUS210-2 14 3J" 9J" 2 g_16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84. 122 RT "x12 5 —FIR AR H PIN WA LOADS A STU 8 SIMPSON FASTENERS FT LATERAL CODE UPLIFT (133/160) REF. t N0. GA ULT.MODEL AVG TAKE-UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (160) F T FZ ,so Acceptance of these drawings does not authorize the right to HGAIOKT 14 4—SDS "x12" 4-3DS "x3" 1523 435 435 1165 940 build withoutthe authorization of local governing agencies, such as Suffolk County Dept.of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and USE A MINIMUM OF SP 4 t requirements with such agencies prior to construction. TWO 8d NAILS THIS SIDE OF TRUSS. CNW— COUPLER NUT TOTAL FOUR / m OSE A MINIMUM OF SP4PROJECT: NAILS TWO SIDE 8d NALS THIS OF TRUSS NTO MTS16 STU - LSTA21 SIMPSON " ANCHOR BOLTS M TS16 SIMPSON TOTAL FOUR /. ° TAKE—UP WASHER TO NAILS HD2A �. LSTA21 Strong—Tie INTO TRUSS. H U S21 O-2 %'00"'Al L va E A Pvrl, ),,T E L TWO Fi B JAILS ' PLAOTES 1220 SIL�ERIV'ERE ROAD EIGHT I TWO �� t ' 8d NAILS 8d NAILS INTO INTO GREENPORT, NY 11944 DETAIL "A'' STUD Simpson Strong—Tie PLATES °m° d H7 EIGHT / INTO NAILS ® DETAIL 101' DETAIL "IDETAIL IT? BUILDING #28 STUD Simpson Strong—Tie m H7 Simpson Strong-Tie LFTA LFTA ROD SYSTEM DETAIL "L11 SCTM # 1000-47-02-13 P LFTA Ridge Strapping DRAWING TI I LE: LSTA30 NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS BP ALL VENTS ARE TO BE LOCATED AT THE REAR of THE HOUSE SIMPSON WINDLOAD ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 CHARTS & CALCULATIONS 3" THROUGH ROOF 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. ,st FLOOR II 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. I' 3 V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. STRONG-TIE DETAILS 1 -0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ROOF DRAINAGE 2 3 tTl 3 . ROOF AREA = 1490 sqZft CALCULATIONS AND LTP4 V = A x R x c PLUMBING RISER DIAGRAM EXISTING MIEST BATI 0"' 2' 3" aIsnNc A = 1490 sq/ft LTP4 ICTCHEN MASTER 2, 3, 2•• 3" 2" R = 2" RAINFALL = .17 ft LTP4 3.. 2 2 = _ , ° ,st FLOOR C COEFF. 1.0 NOTES: DETAIL "c" FLOOR 2 Z 2 2'• V = 1490 x 1 X .166667 = 248 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 3 3 3 3 3 3 4" F A. VENT 6 FELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE LTP4 DETAIL "B1r Floor-to-Floor Connections Ridge Strapping o c.o, c o 4� ABOVE GRADE 248 / 42.25 VERTICAL FT. / FT = 5.9 V.F. = DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR c.o. USE (2) 8' DIA. POOL 3-0 DEEP = 6.0 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LTP4 Detail 3•� 3•' 3.. s�wERWs,-STEM APPROVED ` FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Simpson Strong-Tie PLUMBING RISER DIAGRAM (NTS) OR Floor-to-Floor Connections 248 / 22,3 VERTICAL FT, / FT = 11.0 V.F. SEAL: DATE' SEPUSE (4) 6' DIA. POOL 3'-0" DEEP = 12.0 V.F. PROJECT NO:ER, 09 2022 ALL SIMPSONHANGERS HAVE BEEN CERTIFIED AN COMMERCIAL CONSTRUCTION DETAILS-ENGINEERERTOTO HAVE A CAPACITY EQUAL TO OR GREATER � 1135-2022 THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POOLS TO BE PLACED ON OPPOSITE SIDE OF �4F DRAWN BY: ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF HOUSE AND/OR LEADERS TO BE PIPED TO ��P�,�' �O�a o� BDK NEW YO R K STATE POOLS (1/2 OF THE ROOF TO DRAIN TO EACH �o �T« 0 CHECKED BY: * j . POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC -. 11 � sHEEI NUMBLR: NO SUBSTITUTIONS C O M M E R IC A L CONSTR UCTI O N D ETA LS - shown on these plans, SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION), All framing hardware s unless otherwise indicated, is Simpson Strong—Tie. ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD G2 No substitutions are approved or authorized. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA SEIASCE 7-22 iSs���\-``` Due to the relationships of framing hardware to / � WHERE TRAFFIC IS TO BE PRESENT. the other components of the structure, any framing JOI3 NUMBLR: OF hardware substitutions will render these plans AC C ES S B U TY CONSTRUCTION D ETAI ES IF A MULTIPLE POOL SYSTEM IS USED AROUND THE null and void, and will result in the installer/contractor HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL assuming responsibility for the design and ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION BE DIVERTED TO EACH POOL. © KEHbDESIGN'ASSOCIATES, uc performance of the entire system. TO CONFORM TO 2009 A117. 1 ME r.. KEHL DESIGN ASSOCIATES IQ c T residential & commercial design . consulting P PO,Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection 48'-11" with any work or project other than for which they have been prepared without written consent. 5'-7" 34'-54" -104" 8'-3" 2'-10 " 2'-6' -f-2'-6' 2'-10'22" 15'-54" 5'-98"�3'-08" REV. 03-01-23 03-05-23 03-12-23 cv 58"x 80" 58% 80" Sliding Door Sliding Door 11'-11 'N 41, a o o N 3 x 21 -44" I ° 2x8 Loft Floor _ LIVING 0 Joist w/2" Subfloor Co ° ^� ROOM Q x � Ln ml BEDROOM Ex. DECK o EXISTING ° U PATIO (D m WORK NOTES: (I 2x8 Loft Floor ° ° Joist w/2" Subfloor 00 00 = G) I x � x , - cI 0 n Ln �� ---- -------- —_�— 24% 36 I r 6068 Bit. �F — n DBL Hung Ln I 2x8 Balco y Floor II - Joist /2" 1Subfloor CL. I I ii 3, J 9.5 L " 1 i i i CL.' Ste -3" p rn l l I I H ' 3 „-6 - 1 r2N i t?2'-114 2'-6 L - 2'-31�3,-74 _7 i1 I I I x i HALL I I l Mo 0 1 BEDROOM 000 J x 3 i„ J KITCHEN '0 0 R i� O ll = Acceptance of these drawings does not authorize the right to DINING 3'_7„ 10'-5" �' build without the authorization of local governing agencies, such AREA ,, I _ �� I N as Suffolk County Dept. of Health Services, Town Building " ;� Departments, DEC, FEMA, etc. Verify all conditions, codes, and m Ex. DECK 32" 10'-5 requirements with such agencies prior to construction. " 0 10'-24" 3'-1"—�-2 91 j PROJECT: Ki P BEDROOM o X= J BATH =N 2'-9 -11 „ �I in I I � �114 " L: 3 200 13 -2 C " Amp 1220 SILVERIERE l0! ®- Panel oa" H x42„ 28% 54" GREENPORT, ICY 11944 g DBL Hung BUILDING #28 11'-64" 10' -5 " 11'-2" 11 -94" SCTM # 1000-47-02-13 21'-64" 27'-44" DRAWING TITLE: 48'-11" EXISTING FIRST FLOOR PLANS AS NOTED EXISTING FLOOR PLAN 'NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE SCALE: 1/4"=1'-0" PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 0 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR WALL TO REMAIN UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PL S. ® WALL TO BE FILLED—IN SEAL: DATE: OCTO ER, 30 2022 WALL TO BE REMOVE PROJECT NO: OF NE �� 1 135-2022 �P�F- �r 'k DRAWN BY: 1. CO�,o B D K CHECKED BY: _ SHEET NUMBER: © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. --- ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED p 51684 A 'a ® 1 UNDER FEDERAL COPYRIGHT LAW. Apr �yF t PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBER: of KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © MDESIGN•ASSOCIATES,uc PROOF OF PURCHASE. i a r{ laz KEHL DESIGN ASSOCIATES, �c 40 -04 -6 residential & commercial design . consulting 5'-7" 11'-12" 5' 18'-44" 8'-6 PC.Box 1675 phone: 1631)433-9084 A PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH Soufhsld,New York 11971 E-Mail: ssbn654@optonline.nef THE 2020 BUILDING CODE OF NEW YORK STATE Ex, Kehl Design Associates,LLC o formerly D A K Associates,LLC 16"x8" 16"x8" 3 „ '-OWNERSHIP & USE OF DOCUMENTS: Conc. Footing _________ Conc. Footing ALL HEADERS ARE TO BE (2)1/a X 74" LVL Min. 3'-0" Below F Min. 3'-0" Below Ex. UNLESS OTHERWISE NOTED Final Grade I I Final Grade 8" CMU Foundation ) These drawings and specifications including the ideas, design and arrangements represented iv I ( N therein, are the property of KEHL DESIGN F ---- -- - -�------J L---------- -- --- ------------ `" NOTE; PROVIDE FIRE BREAKS AS PER THE 2020 ASSOCIATES, LLC. No part thereof shall be I oa oa I copied, disclosed to others or used in connection __ ___ 2x8 ACID Ledger BUILDING CODE OF NEW PORK STATE I -----� ----J—————-U— -----� ------ ----�--I I with any work or project other than for which L———-- they have been prepared without written consent. I ° I 2x8 AC Floor Joists 16"oc' _ a"x6" Decking C l j Ex. Ex. -o i j o °' C NOTES: I 2x8 ACQ I 8" CMU �_ ° I\ Q Q I `r m Provide Insulation Baffles as required at Soffit REV. 303 : 1 8" CMU o I Ex. Floor Joists 16"oc. I Foundation Foundation U ° I I 16"x8„ Locations to Provide for proper attic ventilation 03-01-23 I 2x8 ACQ Girder 1 I I Conc. Footing N N ® Provide R-49 Insulation in all Flat Ceilings as per 03-05-23 I I 1 o I 6x6 ACQ Post 2018 IECC International Energy Conservation Code v I Min. 3'-0" Below v V gY 6x6 Post Base 03-12-23 I I I ° MIS Mlv Final Grade 1 C1 0 0 0 1 _ © Ice and Water Shield to be used Beneath any damaged roof I I Q Q I I 0 0 shingles or areas of repair on the roof I 1 I C 8 10"Sona Tube 9 P Ex, Ex. v Ex. U Ex. N Ex. IN 'IN 'IN I © Provide Simpson T down or Hurricane Stra n to the rafters x I o 0 1 oa P Y PP' 9 I 4" PC. I 4" PC. � 4" PC. U 4" PC. " 4" PC. N I Q Q 1 at all locations of the Interior that are Exposed during the I I I � �" I 8" CMU Foundation I l Slab Slob x Slab Q Slab Slab o 4" J4 0 28" Big Foot 4" 4 4' 4 N ° x x removal Of mold Or deteriorated interior SUrfaC2S, N 1 N N O ° �-2'-4"_ m Provide 16 Azek or Equal to all locations of the fascias that 00 Ex. �I I 8 o 0 o I 12x8 ACQ Floor Joists 16"o are repaired due to Meld or Deterioration. 16%8"' I o _ I I Ex. ® Blue Skin House Wrap or Equal to be Used Under Siding for All Conc. Footing I 1 I ° ~ 3' 10t" ° I I POST DETAIL Locations Repaired I I _ 0 o �- �5 1 1 16 x 8 0 0 Min. 3'-0" delowl I I I\ Ex. ° I Conc. Footing 1 Final Grade I '6 o I 0 0 ® Remove and Replace any Insulation that shows signs of mold I I I o o I Min. 3'-0" Below cu U I I I Conc. Footing o ° 2��� 1 Final Grade Q a B or deterioration with R-15 Insulation SCALE: 1/4"=1'-0" I Min. 3'-0" Below ,° o X N vanity j N I I 2x8 ACO Ledger N N ® Remove and Replace any Siding that shows signs of deterioration 1 I I I Final Grade N / / Drain I C with New Cedar Wooden Shingles 1 x r N L————— ———— — R I I I Ex % t = ® Remove and Replace any Sheetrock that shows signs of mold 8" CMU N 2 „ -102" 2�-12f = I � I I I �� �% I ----- --- I or deterioration with New e' Type 'Y' Fire-rated Sheetrock . I L— J L— Foundation ——— — � Remove Wall ——— J 74 N WORK NOTES: -- --------�-- J L- ---- III °' nQO qDI Ex. / —— —— - --- - ------------ � r---- — 17 Shower Above ----- _ --- � -- 15%8" I Drain I ALL COMBINATION SMOKE DETECTORS Conc. Footing 4 N 1� " 4 4' Min. 3'-0" Below (2)1 Z44„X92 1"LVL Girder Conc Wall Height AND CARBON MONOXIDE DETECTORS 1 I Final Grade �� o I „ I 10�" to Match East Wall 1 I „ I ARE TO BE CONNECTED WITH A CENTRAL QSTATION AND TO x8 ACQ Floor Joists 16"cc. 1 I 2" PC. 2" PC. I I 0 I I Slab �2'—( �2'� Slab I I MONIITOREDNCONSTANNTLY ASP R B 2 HE N 2x8 ACQ Ledger 2020 BUILDING CODE OF NEW YORK STATE I 1I (2)13"X7"' LVL Girder (2)13"X7t„ LVL Girder - (2)13"X7"' LVL Girder 44 Ex. N Ex. Ex. I \8" CM U s" " 4x6 Decking 16%8" � L_16%8" r Foundation v C ALL INTERIOR FINISHES ARE TO °z I Conc. Pier � Conc. Pier u I 1 2x8 ACQ 1 I on on ° I I 1 Floor Joists 16"oc. 8 I o o z'x2'x1' 0 2'x2'x1' N L o I �N COMPLY WITH THE N 2020 BUILDING CODE OF N IN ��N C " GMU I ° _ � c' ° Ex, (3)2x10 ACO Girder C° _ U Foundation I I 1 0 Qo Conc. Footing o 10 Conc. Footing o Qo I I� 6x6 ACO Post 0) 1 I I Co © (aj I I 16"x8" o I � �2'� 2" PC. CO �2'� � I 1 Conc. Footing NEW YORK STATE 6x6 Post Bose /I x 71,, / I N Slab N N I 1i�lin. 3'-0" Below 0„ 16' I ( I Final Grade Conc. Footing 4X410"Sona Tube " " LVL Girder (2)14"X74" LVL Girder (2)14"X74" LVL Girder I f Min. 3'-0" Below I F� T-16"x8" Ex. 28" Big Foot Final Grade 1 I N� Ex. I I — FIRE EXTINGUISHER x 02x8 ACO Floor Joists 16"oc. 1 I 2" PC. Conc. Pier 16"x8" I I CLASS ABC 5LB 2A: 10B: C -2'-4"-� 0 Slab on 2" PC. Conc. Pier I I Acceptance of these drawings does not authorize the right to 2'x2'x1' Slab on AS PER TABLE 906.3(1 ) FIRE p 1 g I Q 4 4" Conc. Footing 2'x2'x1' 1 4 build without the authorization of local governing agencies, such POST DETAIL o Conc. Footing EXTINGUISHERS FOR CLASS A as Suffolk County Dept. of Health Services, Town Building x I '-84" —8'-84" -84" I i FIRE HAZARDS BASED ON, Departments, DEC, FEMA, etc. Verify all conditions, codes, and 2x8 ACID Ledger 26'_04" I LIGHT, (LOW), HAZARD recuirements with such agencies prior to construction. SCALE: 1/4"=1'-0" �- - ---------------- `r ----------------- ---� I OCCUPANCY ---- PROJECT: ��1N --- � --------- --8,. CMU --� ----�16"x8 --------- � Foundation Conc. Footing �8 ' _5 _g Min. 3'-0" Below 10'-2' Final Grade �. ')Y x A L 1220 SILVERM ERE ROAD -7" 15'-114> 27'-44" GREENPORT, NY 11944 21'-64" 27'-44" BUILDING #28 SCTM # 1000-47-02-13 DRAWING TITLE: EXISTING FIRST FLOOR PLANS AS NOTED FOUNDATION PLAN NOTES: a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESICN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. NFRINGEMENTS WILL BE SCALE: 1/4"= 1'-O" PROS_CUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FGR FIELD FIT. THE 0 WALL TO REMAIN DESICN PRDFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISIDN TO THESE PLANS. WALL TO BE FILLED—IN SEAL: DATE: E _ _ ] WALL TO BE REMOVE OCTOBER, 30 2022 PROJECT NO: �E 1135-2022 DRAWN BY: COAjO� '� BDK CHECKED BY: 1 SHEET NUMBER: © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 051684 l� UNDER FEDERAL COPYRIGHT LAW. F��'RfFES A 9 PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBER: OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN t © KEnDESIGN•ASSOCIATES, t� PROOF OF PURCHASE. XA 6. 41 4 KEHL DESIGN ASSOCIATES residential & commercial design - consulting ------------------------5'-7 —34'-53" 0 -8'-1011, 4 4 115, 8 2 5 8 4 -12 PO.Box 1675 phone: 1631)433-9084 2 - " I T _15"T T 2' 1 151P —15'-45 1_83" Southold,NewYork 11971 E-Mail: ssbn 654 Cooptonline,net Kehl Design Associates,LLC a formerly D A K Associates,LLC <D-7 OWNERSHIP & USE OF DOCUMENTS: PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH These drawings and specifications including the Replace Existing Slider Replace Existing Slider ivideas, design and arrangements represented with w Ith THE 2020 BUILDING CODE OF NEW YORK STATE therein, are the property of KEHL DESIGN J�) CWl 6s CW1 6s cw16s CW163 ASSOCIATES, LLC. No part thereof shall be I i ALL HEADERS ARE T copied, disclosed to others or used in connection I O BE (2)IY4"X 7"' LVL 31,— —12 -02 4 with any work or project other than for which 21 -64 31 1 0 (UNLESS OTHERWISE NOTED) they have been prepared without written consent. 2 NOTE: PROVIDE FIRE BREAKS AS PER THE 202D REV. C BUILDING CODE OF NEW YORK STATE 03-01-23 2x8 Loft Floor 1-_ '�:s N II C) 03-05-23 00 EX. > Joist 16"oc. w/1" Subfloor _(0 0 2 03-12-23 S_0 c- NOTES: =CD -0 Q, 3:CD LIVING E x. a < 0 Provide Insulation Baffles as required at Soffit C) ROOM MASTER o 3: 0 Locations to Provide for proper attic ventilation I 00 BEDROOM 3,' Of 14- Z DECK (2) Provide R-49 Insulation in all Flat Ceilings as per 00 2018 IECC International Energy Conservation Code I-It 0 U 0 Ice and Water Shield to be used Beneath any damaged roof M I shingles or areas of repair an the roof 0) IC- 0 @ Provide Simpson Tydown or Hurricane Strapping to the rafters I ZN Q) 2x4 Landing Floor Joist 1p at all locations of the Interior that are Exposed during the 00 6 31 Lo I- (D 0 Subfloor X 2 @ 12"oc. wl removal of mold or deteriorated interior surfaces, Ui _J 2068 Provide 1x6 Azek or Equal to all locations of the fascias that U 2 1, Ln HW are repaired due to Mold or Deterioration. 3'-31 C L. J FIFE72 F 2 ___1`EXTt ,—,3'- �V' HTRN Step -K4 0 Blue Skin House Wrap or Equal to be Used Under Siding fcr All BATHNew 244GW30401 Locations Repaired I @ oo 31 2 JA . 7_(:� V D JEOD 2' (D Remove and Replace cry Insulation that shows signs of mold 2 Go y 1 4'- 11 44 or deterioration with R-15 Insulation 8'-1 1 LC) '0 2x6 RR, -32 WORK NOTES: ID 2 F L51 L32 LO 2 CD oc, (S Remove and Replace cry Siding that shows signs of deterioration T "x 93" LVL �l i sh Brn. 7 @16 With New Cedar Wooden Shingles Line of Soffit Above 7 Type "X" Fire-rated Sheetrock (a Remove and Replace any Sheetrock that shows signs of mold Line of )14"x74 LVL Flush Beam Woll Above. 90 0) or deterioration with New oune of Wall Above ply Line 0 :E 0 Ceiling X �31"t E x. 1`0 W Above CL CD 3:3: 1 0) 0 CD J 0'o * �n -2'-7"--15 73 0 4 BEDROOM c.;r 0) of -a R C-4 00 Q) (D CV 0 �D ALL COMBINATION SMOKE DETECTORS x 0, Ex. 00 c 0 AND CARBON MONOXIDE DETECTORS KITCHEN 0 -1 00 t DER ARE TO BE CONNECTED WITH A CENTRAL ­2 11L 4 Ex. MONITORING STATION AND TO BE 3 -321 X 0 DINING 3' MONITORED CONSTANTLY AS PER THE AREA 2868 CNJ 2020 BUILDING CODE OF NEW YORK STATE 3'-7 -31 CY) lEx. DECK F Z /C_a _0 CO B) I D 01 R .1 ALL INTERIOR FINISHES ARE TO -92 Ex COMPLY WITH THE 31 BEDROOM -I, T, 3:0 0 2 .4- 2020 BUILDING CODE OF Li -t i�: NEW YORK STATE '-8" 1 6' 1 8"T---4'-I Z cc 0 COU130 3: Acceptance of these drawings does not authorize the right to E x. (0 �6/�p (0 D E;NCR CID DETEC-TOR build without the authorization of local governing agencies, such L BATH 17 1 as Suffolk County Dept. of Health Services, Town Building j2 O 206 -9 0'-5 FIRE EXTINGUISHER Departments, DEC, FEMA, etc. Verify all conditions, codes, and 2 L In 1 13 -22 A 200 CLASS ABC, 5LB, 2A: 1013: C requirements with such agencies prior to construction. — mp Panel AS PER TABLE 906.3(1 ) FIRE PROJECT: Replace Existing K14 Replace Existing EXTINGUISHERS FOR CLASS A window with window with CR13R 244GW3040 FIRE HAZARDS BASED ON, LIGHT, (LOW), HAZARD E3 1 L"VE' A I\4 D" *41A­3OV OCCUPANCY ii 1 61 0' 51 _941" 4 2 -2 1 61 7'-4� 4 4 48'-11 1220 SILVERMERE ROAD GREENPORT, NY 11944 BUILDING #28 SCTM # 1000-47-02-13 DRAWING fifLE: F LO O R P LAN EXISTING - FIRST FLOOR PLANS SCALE: 1/4"= 1�-Ow AS NOTED WALL TO REMAIN NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE WALL TO BE FILLED—IN DESIGN PROFESSIONAL WOSE SEAL IS AFFIXED HERETO. III'�RINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE E I WALL TO BE 'REMOVE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: OCTOBER, 30 2022 PROJECT NO: 1135-2022 PEE OF NEk" DRAWN BY: J. co o. BDK CHECKED BY: NUMBER: COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. Al 03 PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBER: OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN C KE11DESIGN-AMOMTES,uc PROOF OF PURCHASE. o, -, -- °� 77' KEL DESIGN ASSOCIATES roc residential & commercial design . consvlting 48'—1 1" P0.Box 1615 phone; 1631)433-9084 -�" 34'-54" -104" Southold,New York 11971 E-Mail: ssbn654Copton line.net 7" T 2T _ f 11 Kehl Design Associates,LLC e formerly D A K Associates,LLC ;r A OWNERSHIP & USE OF DOCUMLNIS: These drawings and specifications including the Replace Existing Reploce Existing PROVIDE HURRICANE STRAPPING N ACCORDANCE WITH ideas, design and arrangements represented N Upper Windows Upper Windows Cw155 CWtss CWtss CW15s THE 2020 BUILDING CODE OF NEW YORK STATE ASSOCIATES LLC.therein, are the No part thereof s of KEHL hall be I copied, disclosed to others or used in connection I with any work or project other than for which 2X8 Loft Floor N N the have been prepared without written consent. o o ALL HEADERS ARE TO BE (2)1%"X 74' LVL Y P P Joist 1 6"oC. w/1" Subfloor 03 I (UNLESS OTHERWISE NOTED) G I I 303 I Q R EV. Window Sills to Match the �; 03-01-23 Height of the Finished Floor New Wall ° LZ NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 03-05-23 I BUILDING CODE OF NEW YORK STATE of the Loft i i Ex• rJ 03-12-23 EXISTING Q NOTES: NON—ACCESSABLE 0I o m Provide Insulation Baffles as required at Soffit = r I Locations to Provide for proper attic ventilation 1 LOFT i ® Provide R-49 Insulation in all Flat Ceilings as per I I " 2018 IECC International Energy Conservation Code ® Ice and Water Shield to be used Beneath any damaged roof a 2x8 Loft Floor shingles or areas of repair on the roof Joist 16 oc. W/1" S u b f I o o r ® Provide Simpson Tydown or Hurricane Strapping to the rafters n at all locations of the Interior that are Exposed during the C. �[-T---� "-� removal of mold or deteriorated interior surfaces. y'-21" ° a Provide lx6 Azek or Equal to all locations of the fascias that N Ii i I I U are repaired due to Mold or Deterioration. LinI j03 r � —r— _=--J, —_ ® Blue Skin House Wrap or Equal to be Used ed Under Siding for All IN i Q Locations Repaired JLAB I Remove I--J > 1� I �� ® Remove and Replace an Insulation that shows signs of mold ----- `---� = 'n 2x6 CJ. I P y 9 'WORK NOTES: Closet N �16"oc. _ __ __ " or deterioration with R-15 Insulation Line of I Line of Soffit Above B M M� � � 303 T ® Remove and Replace any Siding that shows signs of deterioration oa I I Wall Above LIN ' I i (3)14"x74" NEW Flush Bealmi� with New Cedar Wooden Shingles L_ - ---��__ +L____________- j CD Remove and Replace any Sheetrock that shows signs of mold oa I __--- --T------- u F————- LJ Line of I I I i i or deterioration with New 5" T e 'Y' Fire-rated Sheetrock l Lower I I r I I , I 8 YP Ceiling I Above I L---------° ---L I I ° Ex. ° -' ' �� ° BEDROOM � 2x6 Ties CO I y L_ _J 2x6 Ties v EX. /4- ALL COMBINATION SMOKE DETECTORS 1 I` `� l ° AND CARBON MONOXIDE DETECTORS KITCHEN I '__' 'r' _° I� fn I I I I n i I I ARE TO BE CONNECTED WITH A CENTRAL P 0 L_�! � �� MONITORING STATION AND TO BE I � — —Z--------- V L__�I �,- ----------- ------- -- N MONITORED CONSTANTLY AS PER THE cfl I I � __ r— --- -,T----I cy _�� Cf) 2020 BUILDING CODE OF NEW YORK STATE I I 2x6 Ties Ex. DINING i U �\ 2x6 Ties — I a� AREA ,' � � ;�_o �� c0 ;JI ALL INTERIOR FINISHES ARE TO °' COMPLY WITH THE —_—_—IU—_—_—_—_—_-- �____N______ ___—___� 'N N UI I o M� r ti LF ' Ex. �� I 2020 BUILDING CODE OF � " BEDROOM X NEW YORK STATE 'N E x. N' Acceptance of these drawings does not authorize the right to I � BATH �� c�1 = build without the authorization of local governing agencies, such I 2 6 Ties �� as Suffolk County Dept. of Health Services, Town Building �] EJ 2x6 Ties I r Departments, DEC, FEMA, etc, Verify all conditions, codes, and I i I — FIRE EXTINGUISHER requirements with such agencies prior to construction. I I ' I CLASS ABC, 5LB, 2A: 10B: C ---------------- ------------------- ' II --------- PROJECT: �---- ------- AS PER TABLE 906.3(1 ) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS BASED ON, !4'034LVER�.' 303 LIGHT, (LOW), HAZARD OCCUPANCY 0 L 11'-64" 10' —8 11 '-94" 21'-64" 27'-44" 1220 SILVERPERE ROAD GREENPORT, NY 11944 BUILDING #28 SCTM # 1000-47-02-13 :DRAWING TITLE: LOFT PLAN- EXISTING FIRST FLOOR PLANS SCALE: 1/4"= 1'-0" AS NOTED EXISTING SECOND FLOOR WALLS NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NEW CONSTRUCTION DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. NFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL r — — — — — FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE J WALLS REMOVED : DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: OCTOBER, 30 2022 PROJECT NO: �F-oF NEE y DRAWN BY135-2022 O�y BDK HECKED BY: �t Y All W 'SHEET NUMBER: © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED s <' 0 s , A UNDER FEDERAL COPYRIGHT LAW. S J`l,Q�F` A 104 PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBER: OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEHbDESIGN•ASSOCIATES, uc PROOF OF PURCHASE. r .,fir IKEHL DESIGN ASSOCIATES roc residential & commercial design • consulting c I a PO.Box 1675 phone: �631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optcnline.net J1UU1. Kehl Design Associates,LLC o formerly D A K Associates,LLC - LI LJ II L UWNLRSHIP & USE OF DOCUMENTS: These drawings and specifications including the III II IIII ideas, design and arrangements represented L LLL1 therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be jl N LJ II J J IJ111J_ II II IIII copied, disclosed to others or used in connection j jJ-JJ�J JtJ�JJJJ JjJ t with any work or project other than for which Ll Illl� II II III II IIII II LI L they have been prepared without written consent. LILIJJ T I ILI ILLI L I�� � J REV. I ill milli � ill ,l���l I I IIII L11 � �� I J 03-01-23 ��` II I�I II LJ��IJ� I II I I�J ,• 03-05-23 IL II IIIII � I f 03-12-23 11JL1Li I ; I I L� 1IJJ--� � I I I I ,I I I,I I I JJ_I�IJIJ_!j_IJ.LLIJJJWJ�LI�J�L�JJ�!JJJI_I IJLLJI � LJ JJJJIJ Ll_JJ1LW1 1L1-I I I II ��l'._LLJJ JJ�L JLl L I III-]I I W J L11 L_I U I I II I JJ JJ H- l I 1 JIJLJJJ 1JJJ�JIIJ'JllW1l ll _U J1J Jll �llJ i i g i - U IL iWORK NOTES: NORTH ELEVATION- SOUTH ELEVATION_ SCALE: 1/4"= 1'-1 SCALE: 1/4"= 1'-0" s R t e a a t Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building k Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. :PROJECT: _`iLi M I Ft-"- L IU 1J1J_LJI L_;_L!J.I'-_I IJ I I I_LlIJ1U LLI_U� ' I ' I fi _lJ J UL i_I I-1L�LJ.�LL1 I I 1, II I 1220 SILVERIi�ERE ROAD ICI-�I IIu!-JUL:I I � I I_� �LI II_I�i�Ju�Ill _i1JlJ_1LJJUJ GREENPORT, NY 11944 I I r Z b BUILDING #28 ❑ SCTM # 1000-47-02-13 DRAWING TITLE: EXISTING �' ' ' I FIRST FLOOR PLANS i I AS NOTED I NOT ES: ES. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL WEST ELEVATION- EAST ELEVATION FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SEAL: DATE: OCTOBER, 30 2022 PROJECT NO: 4F NFtv y` 1 135-2022 c.;' fit, J. CO/ O? DRAWN BY: O 4 p BDK * y * �HECKED BY: SHLLI NUMBLR: © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. J^ ,1 Boa c� ALL FLOOR COPYRIGHT LAW. PLANS VNS ARE PROTECTED SSIO��a UNDER A201 PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D�� NUMUER: �F KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © IEHGDESIGN•ASSOMTES,uc PROOF OF PURCHASE. XZ LLA-JL11Y 7 r-I-----------I, '/ ' KEHL DESIGN ASSOCIATES roc Ir - - - - - - - - 1 Ex.2x12 Fir Rafters @ Wisc. ) I II III Ex.2x6 T&G VJ Roof Decking residential & commercial design . consulting I IL - - - - - - - �I I Ex.1' Rigid Insulation R-7.5 I i Ex. Ride Bm. Ex. Ride Bm. I I Ex. Ride Bm. I Ex. p CDX Roof Sheathing g g g Ex.GAF Architectural Roof Shingles m Ice and Weather Sheild PO.Box 1675 phone: �631)433-9084 Southold,NewYork 11971 E-Mail: ssbn654optonliirie,net Ex.R-42 Insulation Ex. Ridge Bm. Kehl Design Associates,LLC a formerly D A K Associates,LLC Ex. 2x12 Fir Rafters @ 16"ac. 12 OWNLkSHIN & USL OF DOc:UMLNIS: Ex. Ridge Vent 7 12 7 These drawings and specifications including the Ex.2x8 Ridge Total Ins. ValueR-49.5 ideas, design and arrangements represented Ex.26 Rafters - 16"oc. herein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Ex. 4" CDX Roof Sheathing copied, disclosed to others or used in connection © Ice and Water Sheild ® Simpson Tydown with any work or project other than for which Ex GAF Architectural Roof Shingles they have been prepared without written consent. _ Ex.1x6 Cedar Fascia Ex.1x6 Cedar Fascia EXISTING 12 NON—ACCESSABLE Ex.(2)2x4 Top Plate Ex.(2)2x4 Tap Plate 7 LOFT REV. 03-01-23 R-30 Insulation m Ex.Ce or Siding Ex.Cedar Siding ^-� O air Eaffles 4° Flooring Blue Skin House Wrap or Equal ® ®Blue Skin House Wrap or Equal I 4" Flooring 03-05-23 ® Simpson Tydown i„ „ r 03-12-23 Ex.p CDX Sheathing Ex. Exterior Sheathing Ex. Exterior Sheathing CDX SheathingEE�� p CDX Sheathing Ex.tx6 Cedar Fascia . Ex.20 Stud's Wide. Ex. 24 Stud's 16"oc li"x 3}" LVL Floor Joists @ 12"oc. Ex.2,4 Sill Ex.2x4 Sill Ex. 2z8 Floor Joists @ 16"oc. �N Ex. 2x6 Ceiling Joists LR_I9 Insulation Ex. Vented Soffit ® Simpson Tydown Hung From Rafters IIII \ I iv Ex (2)2x4 Top Plate @ Wide. IIII \ Ex.R-30 Insulation Ex.(2)2x4 Top Plate Ex,(2)2x4 Top Plate 32" I Ex.4" Exterior Shealhing 111 1 \�\---Ex. 2x8's @ 16'1 Ex.Ce ar Siding Ex-Cedar Siding 12'-02 21 -64" ® Blue Skin House Wrap or Equal IIII Blue Skin House Wrap or Equal ® ® Blue Skin House PJrap or Equal Cedar Siding IIII �� Ex. Exterior Sheathing Ex. Exterior Sheathing BEDROOM I N N CD I III I I i� i� Brick or Stone Finish Ex 2x4 Stud's 16"oc IIII Ex 2x4 Stud's Wide. Ex.2x4 Stud's 16"m m R-151nsulaCion 1 11 I 4" Subfloor Sheathing m R-151nsulatian a"CDX Subfloor 2 3 " 31 Verify with Owner I III -4' 4' 3' / R-30 Insulation 3„ 2x4 Floor Joist @16"oc. R-15 Insulation m Raised Ga.o6x6 SWWMw Ex,4 Subfloor Sheathing 1 II I I III (2)2x4 ACQ Sleepers @16"oc, (2)2x4 ACQ Sleepers @16"oc. Ex 2xB Box Beam _-_ 3" Closed Cell Spray Foam R-21 3" Closed Cell Spray Foam R-21 - o --- - - - 77 X.2x6Sill Ex.2x8 Floor Joists @ 16"oc. Ex2z4Sill Ex.2z4ACQSiII = _ --7 777/ Ex.Anchor Bolts 3, 1 TJ1230 x 9 " @16"cc. Ex.(2)13 x74,> (2)14 x92 - LVL Girder LVL Girder -� Ex.4" PC. Slab 4'CDX Subfloor 'WORK NOTES: Ex.&" cMu 2' 1" (2)2x4 ACQ Sleepers @16'oc. �_/ -9 Fcundation Ex.B" CMU. X.8" CMU. Ez.16"x8" Conc. Ftg. Foundation Foundation 3" Closed Cell Spray Foam R-21 Min 3'-0" Below Ex.16"x16' Conc. Ex.16"x8" Conc. Ftg. Final Grade. Pier on 2'x2'xl' Ex.16"x16" Conc. Min. 3-0" Below Conc. Footing Pier on 2'x2'xl' Ex.16"x8" Conc. Ftg. Final Grade. Min. 3'-0" Below Conc. Footing 8"x8"x16" Conc. Fier Final Grade. ��r�I O on 2'x2'x8" Conc CROSS . Ftg. (S SCALE: = 1'-0" 3 0 3 CROSS SE CTION A SCALE: 1/4"= 1'-0" 303 F_ - - - - - Ex. 21° CDX Roof Sheathing 1 Ex.tz" Rigid Insulation R-7.5 I 1 PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH I I THE 2020 BUILDING CODE OF NEW YORK STATE Ex. 2x6 T&G VJ Roof Decking I ALL HEADERS ARE TO BE (2)14'X 74" LVL Ex. 202 Fir Rafters @ 16"oc. (UNLESS OTHERWISE NOTED) Ex.2x6 T&G VJ Roof Decking I I Ex, 121" Rigid Insulation R-7.5 Ex. 2' CDX Roof Sheathing 1 NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 Ex.GAF Architectural Roof Shingles m Ice and Weather Sheild I I I Acceptance of these drawings does not authorize the right to BUILDING CODE OF NEW YORK STATE II II III bu61d without the authorization of local governing agencies, such Ex.R-42 Insulation I as Suffolk County Dept. of Health Services, Town Building NOTES: II II II III Ex. Ridge Bid. Departments, DEC, FEMA, etc. Verify all conditions, codes, and III II II II© Provide Insulation Baffles as required at Soffit 12 illl I requirements with such agencies prior to construction. II 11 I Locations to Provide for proper attic ventilation III 11 II I II IIII 7 T ® Provide R-49 Insulation in all Flat Ceilings os per II III IIII I PROJECT: 2018 IECC International Energy Conservation Code Total Ins. Value R-49.5 I II I1 II I III IIII IIII II II © Ice and Water Shield to be used Beneath any damaged roof 7 12 III II II II IIII IIII it II II I LV F�z ° shingles or areas of repair on the roof II II II II II III_ II 1 ® Provide Simpson Tydown or Hurricane Strapping to the rafters [A,--3 ® Simpson Tydownat all locations of the Interior that are Exposed during the III - - - - IIII IIII - - - _ - III EX.ix6 Cedar Fascia II(1— � --IIII IIII T III removal of mold or deteriorated interior surfaces. MOT EMM L m Provide 1x6 Azek or Equal to all locations of the fascias that Ex. 2 2x4 To Plate it I I I I q O p � LOFT IIII I IIIII (IIII I IIII are repaired due to Mold or Deterioration. II II Top of Window Sill to Match Ex.Cedar Siding ^o I I II the Height of the Loft Finish III II 1 1111 1220 SILVERMERE ROAD ® Blue Skin House Wrap or Equal to be Used Under Siding for All ® Blue Skin House Wrap or Equal I 11 1 Floor IIIII I IIII Locations Repaired Ex. Exterior Sheathing Ex, 4" Subfloor Sheathing I111 I IIIII IIIII I IIII GREENPORT, NY 11944 ® Remove and Replace any Insulation that shows signs of mold Ex.2x4 Stud's 16"oc. IIII_ — — 1 — — _IIIII 1111L — — l — — -Jill or deterioration with R-15 Insulation Ex. 2x4 Sill Ex.2x8 Floor Joists @ 16'oc. - - - - - - - ® 77 Simpson Tydown 11(a Remove and Replace any Siding that shows signs of deterioration _ _ _ _ BUILDING #28 with New Cedar Wooden Shingles Ex.(2)2x4 Top Plate Ilr -r IIIII II11-r — — -7 — — —1i 11 Ex.Cedar siding III IIIII IIIII IIII SCTM # 1000-47-02-13 ® Remove and Replace any Sheetrock that shows signs of mold 0 Blue Skin House Wrap or Equal 1 IIIII I111 IIII DRAWING TITLE: or deterioration with New �" Type "X" Fire-rated Sheetrock Ex. Exterior Sheathing BEDROOM IIIII III I Ex.2x4 Stud's Wo 4" Subfloor Sheathing Brick or Stone Finish c. EXISTING III I IIIII IIIII 4" Subfloor Sheathing I ull 2x4 Floor Joist @16"1 Verify with Owner m R-15 Insulation 2x4 Floor Joist @16"cl 11 11 (2)2x4 ACQ Sleepers @16"1 Raised Conc. Slab . 10 Ga. 6x6 WWM FIRST FLOOR PLANS ALL COMBINATION SMOKE DETECTORS (2)2x4 ACQ Sleepers @16"oc. L 11 IIIII 3" Closed Cell Spray Foam R-21 3" Closed Cell Spray Foam R-21 I - - - - IIII IIII III AS NOTED AND CARBON MONOXIDE DETECTORS Ex.2x4 SiII - - - - - - - - - =ARE TO BE CONNECTED WITH A CENTRAL NOTES: MONITORING STATION AND TO BE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE MONITORED CONSTANTLY AS PER THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL 2020 BUILDING CODE OF NEW YORK STATE Ex. 8" CMu. FIELD, CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Foundation DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR Ofi DUE TO UNKNOWN OR Ex. 16"x8" Conc. Ftg. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Min. 3'-0" Below Final Grade. CROSS SECTION C y FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, ALL INTERIOR FINISHES ARE TO SEAL: DATE: COMPLY WITH THE SCALE: 1/4"= 1"1 3 0 3 OCTOBER, 30 2022 2020 BUILDING CODE OF PROJECT NO: QF�+j`1� 1 135-2022 NEW YORK STATE k DRAWN BY: J. 0o BDK HECKED BY: — FIRE EXTINGUISHER e IR' llliz CLASS ABC, 5LB, 2A: 10B: C -`f, V , J ELr NUMBER: © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ;f, �`���' J AS PER TABLE 906.3(l ) FIRE ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED EXTINGUISHERS FOR CLASS A UNDER FEDERAL COPYRIGHT LAW. A301'`ESSiO�,�`��� PLANS MAY NOT BE REPRODUCED WITHOUT FIRE HAZARDS BASED 0 N, WRITTEN AUTHORIZATION. LIGHT, (LOW), HAZARD ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Doa NUMBER: of OCCUPANCY KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © M-DESIGN-ASSOCIATES,¢c PROOF OF PURCHASE.