Loading...
HomeMy WebLinkAbout49540-Z of so�lyo`o Town of Southold # * P.O. Box 1179 53095 Main Rd Couxr.�' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46791 Date: 01/15/2026 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 1400 Silvermere Rd Greenport, NY 11944 See/Block/Lot: 47.-2-15.1 Conforms substantially to the,Application for Building Permit heretofore, filed in this office dated: 01/27/2023 Pursuant to which Building Permit No. 49540 and dated: 08/02/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "As built" additions and alterations in building#34 for office space as applied for. The certificate is issued to: Silver Sands Hldgs I LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49540 03/19/2024 PLUMBERS CERTIFICATION: Pipe Dreams Plumbing 02/09/2024 thori e Si ture TOWN OF SOUTHOLD '�gUffUlK�oG��, BUILDING DEPARTMENT 51 TOWN CLERK'S OFFICE o . SOUTHOLD, NY y� ao ; 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 #. 49540 Date. 8/2/2023 Permission is hereby granted to: Silver Sands Hldgs I LLC c/o Alexander Perros 19215 Soundview Ave Southold, NY 11971 To: legalize "as built" additions and alterations to an existing motel office converted to a motel cottage as applied for per Trustees approval. Additional certification may be required. AMENDED 9/18/23 to construct additions/alterations to retain space as office use. At premises-located at: 1155 Silvermere Rd, Greenport SCTM #473889 Sec/Block/Lot# 47.-2-9 Pursuant to application dated 1/27/2023 and approved by the Building Inspector. To expire on 1/31/2025. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $1,211.20 CERTIFICATE OF OCCUPANCY $50.00 FIRE SPRINKLERS $250.00 Total: $1,511.20 Building Inspector /J °�SUFFot TOWN OF SOUTHOLD Gs BUILDING DEPARTMENT y xi TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49540 Date: 8/2/2023 Permission is hereby granted to: Silver Sands Hldgs I LLC c/o Alexander Perros 19215 Soundview Ave Southold, NY 11971 To: legalize "as built" additions and alterations to an existing motel office converted to a motel cottage as applied for per Trustees approval. Additional certification may be required. #3y At premises located at: 1155 Silvermere Rd, Greenport SCTM # 473889 Sec/Block/Lot#47.-2-9 Pursuant to application dated 1/27/2023 and approved by the Building Inspector. To expire on 1/31/2025. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $1,211.20 CERTIFICATE OF OCCUPANCY $50.00 Total: $1,261.20 Building Inspector pF SOUr��l Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 Co � �0 sean.devlin(aD-town.southold.ny.us UNT`1, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Silver Sands Holdings I LLC Address: 1155 Silvermere Rd city:Greenport st: NY zip: 11944 Building Permit#: 49540 Section: 47 Block: 2 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Dan Wilcenski Electric License No: 4723ME SITE DETAILS Office Use Only Residential Indoor X Basement Service X Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Loft X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 22 Ceiling Fixtures 5 Bath Exhaust Fan 2 Service 3 ph Hot Water 30A GFCI Recpt 7 Wall Fixtures 4 Smoke Detectors Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 2 CO Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 14 4'LED F1 Exit Fixtures Sump Pump El Other Equipment: Fridge, 30A Electric Cooktop Notes: Building # 34 Inspector Signature: Date: March 19, 2024 S.Devlin-Cert Electrical Compliance Form V- o�'``a SOUry� Town utdt Annex ~ Telephone(631)765-1902 54375 Main Roam � Joe Fax(634)765-9502 P.O.Box 1179 G Squ6014;NY 11971.0959 a.© ot�C�U BUILDING DEPARTMENT U U TOWN OF SOUTHOLD k� FEB - 9 2024 CERTIFICATION G>�fJiY ?i "'old Date: Building Permit No. r'' Sy'Gt Owner.._ i�*t�,,v, S�+^J5 t� d(Please print) Plumber. Yt DZE vO TUW.,5(r t� / SsG �JtNtE(.k7� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead, (Plumbers Signat<ue Swam to before me this C day of l�f12 _, 20?� PAUL C CAPERNA NOTARY PUBLIC.STATE OF NEW YORK Registration No.01CA6151160 Qualified in Suffolk County County Commisslon Expires August 14. ?-(,0 Notary Public, County �ht.a 1 I rz4f s yp� L4 Ot � l 0 1 ` S �J /,v ev Al le # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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 1 2 INSPECTOR ho��OF SOUjy�6 f TOWN OF SOUTHOLD BUILDING DEPT. `ycouom,��' 631-765-1802 V � INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND �LATIOWCAULKING ] [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VI TIO [ ] P C/O [ ]' RENTAL ZREMtKS-. f L C-- 0� r C DATE (p )oY INSPECTOR OF SOUTyolo h 6 # TOWN OF SOUTHOLD BUILDING DEPT. �o • io `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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 VIOLATIO [ ] PRE C/O [ ] RENTAL ' rilREMARKS. ! D1 Pw- /D < e DATE INSPECTOR 1/"� OFSOUIyOIo s Lqa sr� �- TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PL13G. 1. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] ':FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT-PENETRATION- [ ] ELECTRICAL (ROUGH) 151, ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: ax v c� eW VT L DATE INSPECTOR OF SOUIyOIo � v # # TOWN OF SOUTHOLD .BUILDING DEPT. o rm N�'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: DATE 7> q INSPECTOR t p ' - ;... N. J. MAZZAFERRO, NOV 1 2023� P.E. i� PO Box 57, Greenport,N.Y. 11944 �GiBd's>� DT?pn;' ant Phone - 516-457-5596 l'C+°✓l a�:: ;y.tt,a Consulting Engineer October 25, 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 1155 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47, Block-2, Lot-9 Building Permit Number—49540—Bldg. 34 Inspection—Rough Plumbing On 8/11/23 and 10/9/23, 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 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. E OF NCIV o Y P J.M,qz� Nicholas J. Mazzaferro, P.E. << A 4eO 057(03 ;'?OFJ�SSIOIAN " ECE9W N. J. MAZZAFERRO P.E. ` i� Nov - 2023 PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer October 25, 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 1155 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47, Block-2, Lot-9 Building Permit Number—49540—Bldg. 34 On 10/23/2023, I inspected the insulation and caulking installed at the rioted 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- 46. 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 � of Eyy Y applicable Codes of NYS and Southold Town Building Codes. �, °gyp U ; Nicholas J. Mazzaferro,P.E. `z o �2�Fp *O 05709h pROFEss►oNP�' V: a .` f N. J. MAZZAFERR®, P.E. N01 - PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer October 25, 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 1155 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47,Block-2, Lot-9 Building Permit Number—49540—Bldg. 34 Inspection—Framing On 8/11/2023 and 10/9/23, I inspected the construction at the noted location. The inspection covered the framing for the alteration to the existing structures. The areas inspected included the first floor 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. � OFN �, r o � Nicholas J. Mazzaferro, P.E. z CFO �O ROFessioNP�' 1 N. I MAZZAFERRO, P.E. PO Box 57,Greenport,N.Y. 11944 Phone-516-457-5596 Consulting Engineer July 24,2023 design Construction, Inspection Silver Sands Holdings 1,LLC 1400 Silvermere Road,Greenport,NY 11944 Re:-Certification Statement-Construction Costs for Refurbishment of Cottage 34—Revised 7-24 Tax Lot— 1000-047-02-09 (1100 Silvermere Road, Gpt,NY 11944;Building 34) Property Occupancy Code—Residential—NYS Building Code Section 310.2 Project Category—Change of Occupancy-NYS Existing Building Code Section 603 Tax Info—1 Building on 0.22 acres—Pre-Existing 1957.No CofO's exist for this Building. On numerous occasions from 11/2022 thru 2/2023 I inspected the Silver Sands Site at the noted address.During the inspection I met with the Project Manager(Alex Perros)and he 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. 1 3�. 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 u and confirmed at the site. The estimate includes 2022 cost adjustments and labor availability factors. Total Cost—Building=$171,076 Base Line Cost for a Completely New Structure=$361,923 (Newmark Valuation) Therefore the planned refurbishment for the Building on this Tax Lot is 47%of the replacement cost for the entire the building. Southold Town Code Definitions & NYS Classification of Work: 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. This Building exists as a single story structure with two bedrooms, living room, dining room kitchen and an ADA bathroom. The limited floor plan is not fully ADA accessible. The structure has uncomplicated interior walls and simple room design. As a result, the use of materials and sophisticated components and finishes is limited. For example,the majority 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 below the 50% demolition definition. 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 47% 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. 2 tr The 2020 Building Code of the State of New York (in particular the p International Existing Building Code) contains the following definition: CHANGE OF OCCUPANCY—A change in the use of the building or a portion of the building. A change of occupancy shall include any change of occupancy classification, any change from one group to another group within an occupancy classification or any change of use within a group for a specific occupancy classification. The 2020 Building Code of the State of New York (in particular the International Existing Building Code), Classification of Work, Section 506 states that the provisions of Chapter 10 of International Existing Building Code shall be the requirement for compliance. Analysis Summary: 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 47% of the property valuation(less than 50%). 3 — According to the NYS Code this project should be classified as a Change of Occupancy. Result-Based upon inspection of this project and to the best of my knowledge, belief and professional judgment the project is a Change of Occupancy and should be constructed according to the provisions of Chapter 10 of the 2020 Building Code of the State of New York (in particular the International Existing Building Code), Nicholas J. Mazzaferro,P.E. PtE F N,-W Y 9 O 0 Z�FO 5709� �OFfSSIONP� 3 i N. AGE December 281h, 2022 236 THIRD STREET Suffolk County Department of Health Services :GREENPORT, NY 11944 360 Yaphahk Avenue Yaphank, NY 11980 Tel'(633).477-0248. Fax: (631)477-1877 Re: MAYOR `,SILVERMERE ROAD GREENPORT, NY 119.44 .dEORGE W. HUBBARD,JR. EXT. 215 TAX MAP ID# 1.000047000 200015'000, 3 0000470002000''4000, 1000047000200013000, '1000,047000200012000i!000047000200009000 TRUSTEES: : JACK MARTILOTTA DEPUTY MAYOR i .;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(6.31)477-0248 ADMINISTRATOR PAUL J. PALLAS; P'-E. EXT: 219.:' 'Regards, CLERK ; ✓^� SYLVIA PIRILLO,RMCi EXT. 206 Adam Hubbard TREASURER Village of Greenport ROBERT BRANDT EXT. 217 Waste Water Treatment Plant FOR DON _ CITY,STATE gEMOVE AND By Order Of Tne State FIRE INSURAE Fire Marshal - IWSPEG'«ON FULL WT. -1 _DOT CERT # /� DE O EC.T. /�"� BT PR a� 1724 Church St., Holb�ooK,NY 11T _ -. .. 3-489631wo 71 � N i� LICENSE NO. SERVICED BY C (DRYCHEM • SC (DRY CHEM) K • CARBON DIOXIDE Pill! .. 36 - W9 • CLASS D 11 • WATER MISTCLEMAN HALON 1301 FE-13 • SYSTEM • FR01�DATE D(PIRES IN 6 mo"" D(PIRES IN 12 MONTHS P � REC GED NEW , ICED � C. v S�. 12026 0225 011 .,D z 6]t-B7B�1898 i ,�zoze;mzs r i A �I 1_ _ Op_N ._ - 1.N0 _ • _ yp d FutE�c,o'�nt�•M Nr� �vPS VES�CT kOV AQT pROZE \ON 3 $7 g-4896 - 61 UCENSENC.— i • SERVICED BY — WAtER • RN CriEMI p�p1pK • ... • • CpRBDplDIO?IYDE HµpIW7N • �._� '. • ORiFV T�tt • c�so C • WAS9111vBBR • N E Z 16tiDII�9 f11ZDD • � � `kn: p `Z' • BySTdd DAtE p p9s!NBN�*C3 P1 D N t7 w RECF1ARRlb a .; CL r� �EXPWFSIT�S Ln Y+„ r IC033 2025 120 APUNTAR# %SQUEEZE ` PRESSER OPRIMIR ®SWEEP J BALAYERRARRER ���yypp11 t;M•O-PAPER Sill •.` •NIWM.FUEL 1J1NN� 4 STRIKE FIRST t MELD INSPECTION REPORT DATE COMMENTS b FOUNDATION (IST)------------------------------- FOUNDATION (2ND) z _ o y ROUGH FRAMING& PLUMBING -� N INSULATION PER N.Y. STATE ENERGY CODE (1 L -COW/ cgv G FINALfill?7SGI,� t W ADDITIONAL COMMENTS _ _g f -�- co 1 a�fl R Z ta *c c. S•t e A LA ice ec wb s z — x x H 1 "•9S°fFOt o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy a Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only r� PERMIT NO. Building Inspector: JAN 2 6 2023 Applications and forms must be filled out in their entirety. Incomplete T®Vi moFsnimnm applications will not be accepted.-Where the Applicant is'not the owner,an Owner's Authorization,form(Page 2);shall be completed. Date:January 24, 2023 OWNERS)OF PROPERTY: Name:SILVER SANDS HOLDINGS I, LLC _ SCTM#1000-47-2-09 Project Address: 1155 Silvermere Road, #34, Greenport, NY 11944 e#:917-318-0027 Email:ALEX@SILVERSANDS-MOTEL.COM Phon Mailing Address:1400 SILVERMERE ROAD, GREENPORT, NY 11944 CONTACT PERSON:' Name:RICHARD VANDENBURGH, ESQ. Mailing Address:42155 MAIN ROAD, PECONIC, NY 11958 Phone#:631-613-9019 Email:RICH@GREENPORTBREW.COM_ DESIGN PROFESSIONAL INFORMATION: Name:JOHN CONDON, PE. - CONDON ENGINEERING Mailing Address:1755 SIGSBEE ROAD, MATTITUCK, NY 11952 Phone#:631-298-1896 Email:condoneng,@optonline.net CONTRACTOR INFORMATION: Name:HIGHLAND PEAK GROUP, LLC Mailing Address: 19215 SOUNDVIEW AVENUE, SOUTHOLD, NY 11971 Phone#:917-318-0027 7T�Emai':ALEX@,51LVERSANDS-MOTEL,-.C.O.IM DESCRIPTION-OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition BAlteration BRepair ❑Demolition Estimated Cost of Project: [il0ther See Attached. $147,186.00 Will the lot be re-graded? Dyes RNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:RR Intended use of property: RR Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR this property? ❑Yes 8 No IF YES, PROVIDE A COPY. B Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by chapter 236'of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as hereiefdescribed:The'applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By int name): JZR VNMOFVXUnG BAuthorized Agent ❑Owner Signature of Applicant: - Date: , 2 I Z o Z� . C NNIE D.BUNCH STATE OF NEW YORK) Notary P blic,State of New York SS: No.01 BU6185050 COUNTY OF SUFFOLK Qualified in Suffolk County Commission Expires April 14,210D RICHARD W. VANDEN BURGH being duly Sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the 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 JAN UARY 20 23 ay of Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 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. Own s Signature Date ALEX PERROS Print Owner's Name 2 Glenn Goldsmith,President `�Vr S®(/fy Town Hall Annex A.Nicholas Krupski,Vice President ,�®�v �!� 54375 Route P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly y Telephone(631) 765-1892 Elizabeth Peeples ^a�0� Fax(631)765-6641 �'OUNI`t,N BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 18, 2023 Michael A. Kimack P.O. Box 1047 Southold, NY 11971 RE: SILVER SANDS HOLDINGS I, LLC 1155 SILVERMERE ROAD, GREENPORT SCTM#: 1000-47-2-9 'A-7, Dear Mr. Kimack: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, May 17, 2023. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10331 to construct an ADA compliant 273sq.ft. wood ramp; remove 72 sq.ft. of existing 146sq.ft. deck to result in a 74sq.ft. deck.; and as depicted on the site plan prepared by Edmund D. Hollander, Landscape Architect Design, P.C., received on April 27, 2023, and stamped approved on May 17, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Glenn Goldsmith President, Board of Trustees GG/dd Glenn Goldsmith,President *QF S�(/l Town Hall Annex A.Nicholas Krupski,Vice President h0� Ol0 54375 Route 25 P.O.Box 1179 Eric Sepenoski J 1�L, Southold,New York 11971 Liz Gillooly c/+ Telephone(631)_765-1892 Elizabeth Peeples �l� Fax(631) 765-6641' COUPM1 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2320 C Date: October 23, 2025 THIS CERTIFIES that the as-built 992sq ft cottage,• existing_cesspools(2)to be filled.and abandoned,• installation of two(2) 10'x2' domells with approximately 24 linear feet of drain lines;place, HVAC unit on concrete pad(9s4 ft)• construct an ADA compliant 273sq ft.wood ramp,remove 72sa.ft. of existingl 46sq ft deck to result in a 74sq ft deck;establish and perpetually maintain a non-turf buffer zone on the easterly and northerly sides of the cottage(1 200sq ft +/-)adjoining tidal wetlands;tidal wetlands to be•a non disturbance zone,•with the condition to replace trees that have been cut with two(2) native hardwoods. At 1155 Silvermere Road,Greenport Suffolk County Tax Map#1000-47-2-9 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 23,2023 pursuant to which Trustees Wetland Permit#10331 Dated March 15,2023,was issued and Amended on May 17,2023,and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the as-built 992sq_ft cottage,• existing cesspools (2)to be filled and abandoned,• installation of two(2 10) 'x2' drywells with approximately 24 linear feet of drain lines,• place HVAC unit on concrete pad(9sq.ft)•construct an ADA compliant 273sa.ft.wood ramp, remove 72sq-ft of existing146sq ft deck to result in a 74sq_ft deck,• establish and perpetually maintain a non turf buffer zone on the easterly and northerly sides of the cottage(l 200sq ft.+/-)adjoining tidal, wetlands,•tidal wetlands to be a non disturbance zone,•with the condition to replace trees that have been cut with two(2)native hardwoods. The certificate is issued to SILVER SANDS HOLDINGS 1,LLC owners of the aforesaid property. fl tLL11aJ1 i t �r Y i -Authorized Signature 13 s JAN 1 3 2026t.. NEW YORK:STATE DEPARTMENT OF ENVIRONMENTAL CONS I;RVATION Facility DEC 11) 1-4738-04895 PERIL➢T Under the Environmental Conservation Law (ECL) Permittee and Facility 'information Permit Issued To: Facility: SILVIIR SANDS HOLDINGS 11_LC SILVER SANDS HOLDINGS 1 LLC 19215 SOUNDVII W.AVIs 1400 SILVI RMERE RD11000-47-241 1 SOUT HOLD,NY 11971 GIZEENPORT,NY 11944 (917) 318-0027 Facility Application Contact: MICHAEL A KIMACK PO BOX 1047 SOUT1-TOLD, NY 1 1971-1047 (516) 658-6807 Facility Location: in SOUITIOLD in SUFFOLK COUNTY Facility Principal Reference Point: NY'I'M-L: 720.383 NY'I'M-N: 4552.598 Latitude: .41°05'41.2" Longitude: 72°22'33.3 Project Location: Tidal Wetlands Authorized Activity: Renovate the pre-existing motel within the.sanie footprint. Reconstruct t1Ie existing-wood deck boardwalk in-place. Install a new access ramp. Install drywells/swales. All work shall be done in. accordance with the survey by Howard W. Young last revised May 1 l; 2022, and stamped NYSDEC Approved on 7/29/2022. ARNO-DEP Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-04895/00001 New Permit E foctive Date: 7/29/2022 Expiration Date: 7/28/2027 Page l of 0 i Aft NEW PORK STATE DEPARTMEN•I.OF EN VIRONMENTA1,CONSERVATION a% Facility DEC ID I-4738-04895 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SUSAN ACKERMA.N, Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY a, Sony BrookJ50 Circle Rd Stony Bro Y 11790 -3409 Authorized Signature: Date Distribution List MICI-IAEL A KIMACK Marine habitat Protection Environmental Permits Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTIIORIZED PERMIT'S NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following, Permits: TIDAL WETLANDS 1. Regulated Activities Authorized By This Pel'mit This permit allthOriM Only 1110SC regulated activities/ structures identified tinder the section "Authorized Activitiy". DEC does not issue after-the- fact or as-built permits. T l'iis permit does not authorize activities. of legili ize the existence of structures.which would have required a permit but for which no permit or other authorization has been granted DEC. 2. Conformance With Plans All activities authorized by this pernllt must be in strict colllorniallee With 111C approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plains were prepared by Howard W. Young last revised May 1 ]. 2022, and stamped NYSDEC Approved cm 7/29/2022. Page 2 of 6 Am NrNV YORK STATE DEPARTMENT OF ENVIRONMi?NTAL.CONSERVATION 121we Facility DEC lt) 1-4738-0489i c. noncompliance with prev 1OLISIy ISSLICCI permit conditions, orders of rile corn Ili issioner, any provisions of the Environmental Conservation Law Or I-CgLIlUtlonS of the Department related to the permitted activity.. G.. Permit Transfer Permits are translerrable unless specifically prohibited by statute, I•egulation or another permit Condition. Applleatlolls till• permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS item A: Perrnittee Accepts Legal Responsibility and.Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to iticlemnify and hold.harmless the Department ofLnvironnlcntal Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims,suits, actions, and.damages, to the extent attributable to the pernlittee's acts or omissions in connection with the pernlittee's undertaking of activities in connection with, or operation and maintenance of,the facility Or facilities authorized by the.permii whether in compliance or not in compliance with the terms and conditions of the permit. `Phis indelnnifieatioll does not extend to any claims;suits, ,:actions, or damages to the extent attributable to DEC's owls negligent or intentional acts or omissions, or to any claims, suits,or actions naming the DEC and arising under Article 78 oftheNew York Civil Practice Laws and Rules ol•any citizen suit or civil rights provision under federal or state laws. item i3: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors,employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the pernlittee's agent with respect to the permitted activities, and such,persons shall be subject to the smile sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for-Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-or- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does ilot convey to the perl111tlec any right to trespass upon the lands or interfere with the rlpariall rights ofothcrs ill order to perrorm the permitted work nor does i`t authorize the impairment of any rights, title, or interest Ill real or personal property held Oi' VeSled ill a perSoll 1101 a party to tile Pei-ill I t. Page 6 of G. 'NSW fY4RK-° TAT D ?AsRTM NT F hIVIRt NM PITi4t�O NSERVATlQ s plvi®lai►a14�nvlrr�i�In�n1�1P�rndf�;q�t1l�n 1': S4NY tix!3tany;B pak 6Q rele,RR?tl'S{ar}y,8rvak,NY`t17' R.(631)dAA=03651 F (6 1�444;,OJ60 "Ma, b0' NO JURISDICTION_ TIDAL`..WETLANDS ACT' • July27 2021� • Alexander Perron'F- - $leer Santls H-d'h-s Illcl" . 1-921S S•ourdview Ave - Southold, NY 1197, Re .Application#1�4738'Q4898/00001 , Silver SandsvHoldi: s L roperty 1i100,;1220'&:1136Silverrnere Road S 1000 Dear Alexander Perros ' Based,on`the rvation.has.-- determined that the portion,of the:atiove properties landwa_rtl of the functiona l,bulkheads greater than 10O,feet m length, asshown on'thegsurvey prq are dtbyr Y. " acid Young, Iasi revised 5/17/2022, tnifich was constructed pnorr toAugust�0, 1977 as evidenced on T�dal. 1Netland':Map#720 552, are beyond the Jurisdiction of the Article,a25 TidalxWetlands Act Therefore m accordance with the current tidal Wetlands Lard Use Regulation`s u a (6NYCRR Part661),p no permit is required to conducf regulated actiwtiesplandward of thatx: .bulkhead. Be advised, no,const_ruction,,sedimentation, or:distubance of any kind may take place seaward`.of thetidal wetlands Jurctional boundary, as �ndreated above,without a permit IfAs your-responsibility to ensure`thaf all precautions are taken to prevent any sedimentation. or"disturijance withft,Artid''25 Jur sdict 'rCh1may result`from your TproJect Such' precautions may mc1ude maintaining adequate work area between the5jurisdictional bound'a_ry antl your pcoJect (i e a h5'wide construction area)For erecting;a,temporary:fence;. barner,'or hay_bale brerm : This letter shall remain valid unless siteconditions change: Phase note,that this.letter does not relieve you�of the responsibihty of obtamtig any, necessary permits>or approvals from other`agencies.or local rnOnip!Da I ies.. ncerely;'. Ke'VIPICispert Permit Administrator . °•Flee . w€�I axK Cian�rtrn�`i�oC,: :�U�'U�i�mw . rnvlr�nir�®nlal t i SILVER SANDS 1400 SILVERMERE ROAD GREENPORT, NY 11944 631-513-9019 ADDENDUM TO BUILDING PERMIT APPLICATION 1155 Silvermere Road Unit 34 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— Water Service was already connected to this unit therefore no additional information is needed. 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 along with Sewer Approval Letter and notice to SCDOH from Village of Greenport dated December 28, 2022. DESCRIPTION OF THE PROPOSED CONSTRCUTION: The work to be done includes as typical: •Roof replacement. •Replace/upgrade existing electrical service and rough-in. •Replace windows and doors in kind. •Repair or Replace existing siding. CERTIFIED COST OF THE PROJECT: $ 47 8 .00 (4 . % F THE CO BI ED ST CT RES V AT[ N WHI T TALS$361,9 .00) AS 'b. D T RMI ED Y CERTI ED V UATIO NEWM ALUAT N A ADVIS Suffolk County Department of Health Services:: Bureau,of Public Health Protection: - Er I 7 :To Oprrrate;'a: Temporary Resdeuce This's:foY:certfy at.: Srlwer Sands, Inc;. the operator of SI�LYER�-SANDS RESQRT; e. .1 -YE MERE ROAD 1:In ORT,,NY 1`t194;4`; Located m the°VILLAGE of GREENPOR. m S 'TT OLS County isgranted permission to operate saidesta bl�shmenf m cornpl�ance_wtth;the provisions of Subpart471 of the State Sa�untatyCode and' unifier the:following condons: (1}::This penrut granted sub�ecttto any,and all applicable State;LocaY and Municipal Laws . Ordmances,Codes,Rules>and Regulations (2)=This pennrt rs granted subject to any,and all applicable Federal Laws;"mcludmg US 1✓PA,regulatioris: pursuant to the Safe Dunking Water Adws Underground lnjectiga Control`(IJiC)program;. (3);Capacity 40 units (4)!Requr{ed'superu�sion atswir=m pool�s LeveltIV;' . (5)'Waterfront vs not a"permitted"bathmg beach, �- _ (� As patt;ofNew York Sfate's novel comnavmis(COVID 19)response,permitted facility owners/operators.. must follow all applicable COVID=19 guidance athttps J/coronavirus health ny gov/home and'' hops J/esd ny gov%ui addition to5complying with all NYS permit conditions and r uucments Please continue to monrtoi these websites to ensure that our fac = y , �hty�s=operating m compliance with these important; social d�sfancmg°directives,whicbrare designed to preyentthe spread o`fthrs violas. ' ` 3 Effech%e Date,Januar"-y01,2021' : LE ^ Pernut is NOWT _ - __ RANSFERAS . Gregson H'Pagott;NID,Mpg' IIlllt a ffeS `b sum Office —T Ix XP 4n D:eCemboI�2UZ1 aria ma revoked or susp - e ended�orc�ns�.^ 'I'SISRPERMZT SH�T�LD BE ' SED COSPrCUOTI5IY -- Facility Code 31`3679'- erm►�N- _ r 51-36'19 - — — - Operataon ID 310366 -= _ _.r - BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD FEB 1 4 2024 Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ow� . Telephone (631) 765-1802 - FAX (631) 765-9502 seand@southoldtownny.q v amesh@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: wftJce,. yi6, 'Electrician's Name: License No.: p, r t-r 4/ Elec. email: Wi lcew-r Y-i e-I c cz I L .447 Elec. Phone No: 4,31- -2-3 L t- 2 request an email copy of Certificate 6f Compliance Elec. Address.: 0 Sow. d 4� JOB SITE INFORMATION (All information Required) Name: / V--cr , S:4— J s ►j 4-S Address: S-1 ) Cross Street: r (Lo � Phone No.: q 17 - 31 L 6 2 2 email: Bldg.Permit#: qC/ 5 Y L) - Lot: I- Tax Map District: 1000 —Section: Block: BRIEF DESCRIPTION OF WORK,-INCLUDE SQUARE FOOTAGE (Please Print Clearly): /4- P Lk, 1C ) [—Square Footage:_ 'Circle All That Apply: ® Final Is job ready for inspection?: YES F7/ NO 0 Rough In Do you need a Temp Certificate?: YES©NO issued On Temp Information: (All information required) 01 Old Meter# Service� ize0l Ph F�3 Ph Size:� A # Meters Temp In C]Undergroun, verhead Information: Service �ire Reconnect[-]Flood Red nnect E]Service Reconn ct 400 F1 New ServiceD Underground Late4sFll H Frame 7 Pole Work done on zice? y QN Additional Information. PAYMENT WE WITH APPLICATION I Lf GL V-p Ck I C)(V(ol pin BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD =$ Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger[@southoldtownny.gov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 9. 7 - 22- Company Name: W1 )GnVYA e,�Itv-) Electrician's Name: c� ` 1 e I4 License No.: 7 Z3, Elec. email: ,¢, Elec. Phone No: Z 4 . [ request an email copy of Certificate of Cofnpliance Elec. Address.: 14 ,sue 'l S J f`c, JOB SITE INFORMATION (All Information Required) Name: lV"—J f Address: e > ✓ `Z o ��-t , e Cross Street: 2— Z Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: - BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): CA A-l- ( r � �� ��- S/-vim,- J - - Square Footage: Circle All That Apply: Is job ready for inspection?: 11 YES[ONO F Rough In Final Do you need a Temp Certificate?: 0 YES NO Issued On Temp Information: (All information required) Service SizeR1 Ph❑3 Ph Size: I S O A # Meters Old Meter# ❑New Service[]Fire ReconnectOFlood ReconnectOService Reconnect®Underground❑Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION N� y� BUILDING DEPARTMENT-Electrical Inspector 40 x : TOWN OF SOUTHOLD y i Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 7 Temporary Certificate # J `�OC� p Y Date o� . � 2023 Customer Name _�-o A6L� [641 hq Electrician Name a.vi )� Address I +55 5111 4VftW e YP2 Phone e-mail e-mail bjj Cep 6jZle Phone 01 J-2 J Q fl�7 License# d_r-�-/77 Size 150 A Phase_�_ Overhead Underground ✓ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y Flood Reconnect `Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 LLgafrorn the date ab Authorized by ( ,S1 1 )11 & J 6-r ,/ g� / 2-,�r', I_j .0-1- 5 � , r3 j� 1�+t r r<�: fP� BUILDING DEPARTMENT- Electrical Inspector � TOWN OF SOUTHOLD w T.. sza y ' Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ,.. roaerr cOsoutholdtownnv aov seandna southoldtownnv gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 9 r ZZ Company Name: wi 1 Gcouf 4 � f� Electrician's Name: ti„ e I License No.: �Pj 2-3. /,29 fi' Elec. email: ,¢, Elec. Phone No: Z ICI request an email copy of Certificate of Cofnpliance Elec. Address.: 'l 57 J V lJ JOB SITE INFORMATION (All information Required) Name: S, lv� .f9-. ��� 'I H 5S dress:. ✓ A .� `)1 o r-r--z.. Cross Street: 2 Z Phone No.: Bldg.Permit#: g Syp email: Tax Map District: 1000 Section: Block: .91 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): J `� l �y Square Footage: Circle All That Apply: Is job ready for inspection?: 11 YES ONO F Rough In � Final Do you need a Temp Certificate?: 0 YES❑ NO. Issued On Temp Information: (All information required) Service Size®1 Ph❑3 Ph Size: ) ,50 A # Meters Old Meter# ❑New Service0 Fire Reconnect[]Flood Reconnect[-]Service Reconnect HUnderground Eloverheadl #Underground Laterals 1 M2 H Frame D Pole Work done on Service? MY RN Additional Information: PAYMENT DUE WITH APPLICATION r.= � {r ...YY BUILDING DEPARTMENT- Electrical Inspector 41 TOWN OF SOUTHOLD 6 FEB 1 4 2024 -"� Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ��� ` � v « e_ Telephone (631) 765-1802 - FAX (631) 765-9502ea�f,,'� !r =` .;, g ' amesh southoldtownn ov - seand southoldtownn ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name:�c c, �L. ce s IC �� w 1 Electrician's Name: License No.: � M f7- Elec. email: U,+ ,e• r41 e 1 c c-t-�� �� �' �` � 4 �' G` '�► Elec. Phone No: ! L3 2 � (0 1 request an email copy of Certificate 6f Compliance Elec. Address.: c . �. i ` So� a, JOB SITE INFORMATION (All Information Required) Name: �, / v-cT S-► s / i%� S Address: 1 L/ e 0 S Cross Street: 2 Phone No.: 9 17 31 b u 2-7 Bldg.Permit#: email:_L/` Tax Ma District: 1000 Section: Block: Lot: 7FLDESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 1, jz u� p I�.� /} —1-�i LN , ) z1 s Square Footage: Circle AII That Apply: ® Final Is job ready for inspection?: ® YES NO Rough In Do you need a Temp Certificate?: YES®NO Issued On Temp Information: (All information required) ` Old Meter# Service' ,ize❑1 Ph❑3 Ph Size:' # Meters 1_ A - ❑New Service[]Fire ReconnectOFlood Rec nnectOservice Reconri�ct0undergrou64,a verhead # Underground Later�ts 1 2 H Frame �� Pole Work done on rvice? Y �N Additional Information\ w PAYMENT DUE WITH APPLICATION I Li 24 CU-OL d� PERMIT 9 Address Switches J�'UI Outlets G FI's 1 Surface Sconces ) I HH's I\\V UC Lts Fans Fridge HW Exhaust 1 Oven W/D Smokes DW Mini __-arbon Micro Generator --ombo Cooktop Transfer aCC�r[v, AH Hood Service Have Usec .pecial: .om men ts r Q c L Michael A. Kimack ATTORNEY AT LAW FEB 2 8 2023 P.O. Box 1047 gUILU'I�tu DEPT. Southold,N.Y.11971 7GWN0F'S0UTHnLD Cell No. 516-658-6807 E-mail: mkimack2gverizon.net February 20, 2023 Re: Silver Sands Holdings I LLC Building Dept. Email of Feb. 17, 2023 to Richard Vandenburgh Amanda: Richard asked me to respond to your e-mail to him as I have information relative to your comments made and can clarify the issues raised. Your e-mail was regarding your review of various applications before you as follow: Tax Map 47-2-9 (1155 Silvermere Road, aka Cottage 34) 1. Must provide documentation from the Town Trustees regarding the as-built/proposed work for any structure within 100'of wetland boundary AND requires DEC approval The Town Trustees visited the site on February 7, 2023,.and determined that a wetland permit application was needed only to legalize: (1) ground disturbance within their 100- C foot jurisdiction, (2) an as-built concrete slab adjacent to an existing retaining wall on Lot CrJ 10, (3) a proposed refuse collection area next to the public road on SCT 045-06-08, and (4) the placement of an existing shed that is potentially on the border of Town property and SCT 045-06-08. The Trustees have a long-standing policy not to require a wetland permit for renovations to an existing structure (commercial or residential) if there are no additions. This has been confirmed on multiple occasions and site visits with various members of the Board; it was once again confirmed during the February 7 on-site meeting. As such, the renovation work to all the cottages and the motel across the properties are not a part of the application and do not require their permission. I submitted eight (8) applications to the Trustees on February 13, 2023, one (1) for each lot, and we have a scheduled hearing on March 15, 2023. I have been in touch with the DEC about the proposed renovations to the motel and cottages since April 2022. Their stated policy regarding the cottages throughout the Silver Sands property is that a permit would not be required if there was to be no additions. I did apply for a non jurisdiction letter from DEC for Lots 13, 14 and 15 based upon there being a bulkhead in place since April 1977. The DEC issued a non- jurisdiction letter for those lots on July 27, 2022 (Appendix A). As no additions have I� been made, we do not require DEC approval for our proposed scope of work to the V cottage on Lot 9. r As an aside, DEC did require a permit for the proposed work on the motel building (Lot 11),which was applied for and received on July 29, 2022. (Appendix B). 2. Records indicate this was a single-family dwelling--conversion to motel use is as- built—must apply for site plan approval with Planning& Special Exception to ZBA (along with additional variances) to legalize use (and requires Health Dept. approval) OR revert use back to a single-family dwelling but you will be required to obtain a Town rental permit every 2 years, and must rent the house for more than 2 weeks at a time to comply with the Town Rental Law-Chapter 207 There are no records that indicate the dwelling on Lot 9 is or has ever been a single- family residence. A Certificate of Occupancy search conducted on 12/31/2020 states that there "is no Certificate on file for the original building according to Building Department records." and that the "Tax Assessor's records indicate that the above mentioned premises was originally constructed as a building of undeterminable age" (Appendix Q. The Suffolk County Department of Health Services has granted a Temporary Residence (TR) permit to the Silver Sands Resort for 40 units (Appendix D). The Temporary Residence Unit regulates "temporary residences" such as hotels and motels, and cottage colonies. "Temporary Residences" are facilities maintained primarily for overnight occupancy by 10 or more people but are not intended to be occupied by the same persons in excess of 180 consecutive days. The TR permit for the Silver Sands covers all lots that comprise the "Resort", which includes but is not limited to the buildings on Lots 9 and 11-15. The motel building (Lot 11) has 21 units and the buildings on Lots 9 and 12-15 account for an additional 17 units (38 total). The Southold Town Property Tax Bill correctly designates the property type as a"Motel" (Appendix E). The photograph of the cottage on the Property Card(Appendix F) shows a sign in front of the dwelling that identifies it as the "Windward Shore Motel" before it became a part of the Silver Sands Motel. Finally, I am including a letter from Darline Duffy (Appendix G), who was one of the previous owners of the Silver Sands Motel as well as a long-standing Southold Town Tax Assessor. Ms. Duffy's direct, personal knowledge of the properties dates to 1975. She confirms that all lots currently associated with the Silver Sands have been zoned Resort Residential (RR) since before that time and that all the dwellings on Lots 9 and 11-15 have been used exclusively for short-term transient housing. To restate what has been confirmed in the other letters, the cottage on Lot 9 (as well as the cottages across the properties) have always operated as part of a motel complex even before it was part of the Silver Sands Motel. The cottages, including this one, never operated as a"residence". As such, there is no conversion from a single-family residence to a motel as this building never functioned as a residential unit. There is no basis to consider legalizing its use, as the "use"has not changed. Must provide documentation or correspondence from the Suffolk County Health Dept. and Greenport Village Sewer District regarding the renovations We have previously submitted correspondence from G the. Village of Greenport Sewer District (Appendix H) confirming that they have inspected the pump station, sewer manholes, and sanitary sewers lines on Lots 9, 11, 12, 13, 14, and 15, and found them to be in satisfactory.condition. Per.the Village of Greenport, the S-9.letter is the only letter that the Village produces for these instances, and it covers any hookup to the sewer line for the entire parcel.mentioned in the letter. The existing sewer system has served the motel and all the cottages for some decades. There has been no activity regarding the system that has or will require any permit from the Suffolk County Health Department. The County only responds to an application and in this case,none is needed or forthcoming. Plans do not specifically show what was existing and what is proposed/as-built, must. V provide revisions to plans for clear interpretation �U� IA0Q ak5 Plans will-be revised to specify "existing". Must provide a certification letter from NYS architect or engineer with stamp and seal indicating whether or not each structure on this lot meets the town code definition of demolition. �1 The plans show the proposed renovations to the existing structure. Please note that the Gl�° cottage is not "as built". Its construction predated zoning as evidenced by the Property Card(Appendix F)• Building Department policy allows a building to be renovated if there � r are no additions (which there are none) and the proposed renovations do not meet the definition of "demolition". A cost analysis is being provided from an engineer that N` �( indicates each cottage's renovation costs does not exceed the 50% of assessed valuation. Therefore, no zoning variance will be required. g l cL ' �c 6. Provide alteration level as specified in NYS Existing Building Code for each structure, if legalizing to commercial motel use (may possibly require sprinkler systems in structure) An engineer's letter will also be provided to confirm the alternation level per the NYS Existing Building Code for each structure. Please contact me immediately if you disagree with any of the above responses so that we can promptly reply and resolve our unaligned positions. Sincerely. ;Wo4,0�ZA&Ia Michael A. Kimack 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- 047-02-133 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 1091-2014,.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 Oder m13, andere Beach 15Houses. were All the dwellings on these properties, as well as the ones on SCTMe 100 047- rented out to guests for many decades. Very respectfully yours, Darline Duffy a OTeL ;ON TIDE $ AY T V wow T. WPM .w .., aotio cpG��r TOWN OF SOUTHOLD—FIRF. MARSHAL O ! Town Hall Annex 54375 Main Road P. O. Box 1119 Southold,NY 11971-0959 n. Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov FIRE PROTECTION SYSTEM PERMIT Date Received APPLICATION For Office Use Only PERMIT NO. Building Inspector: t �l Apphcahons anc�forms'must lie„filled out m their entirety Incomplete , AUG 1 6 2023 applications will not be accepted.WORK Y5 NOT TO BE STARTED prior to,•the'approval of plans:and:issuance ofda permit ;F 3 r7 T 7,T,y nr•n' Has a building permit been obtained for this project?VYes ❑No If yes, building permit Date: x PROJECT INORMATION Project Address. , 's v� �y •1Zc�1 1 SCTM# 1000 Ci UU . ty �7_rccr �w�.��. Zipw .. CONTACT PERSON+INFORMATION Name: Mailing Address. ` + _..__.� _....._�_�._r.,. _._��S'�. .._.S_,._.�!.t,�fk1•c.�.c.�_�.cry_-_3�.CJ�.....�.��_..___._.___._.�.__.. . . _.........� . _..... �__.....�.......__,_._ ,,._.W ... .._..--. Phone#: r 3 Email: Preferred contact method (select one): 'SNione ❑Email CONTRACTOR INFORMATION Name:S ns - �`? c Contractor License » a0 #_.. I Mailing Address: v.m__..._.......�___._._ _..:'3..r-._..�(A.2e.�trs�_2c,�.....i�__ti,c��1�c�.wr. Phone# Email: SCOPE•.OF vol[ Occupancy Description: ❑Assembly ❑Business ❑Education ❑Factory/Industrial ❑Institutional ❑Mercantile ❑Retsidential ❑ Storage Description of Work. 4` 159w_G\.......paa_._ ew System ❑ Existing System Modification Sprinkler/Standpipe/'Water Supply` Fire°Alarm/"CO'Detection Systems'°`° Other Fire Protection Systems" ,(check all,that apply) „(Check all;that apply) (Check all that apply) �WPA 13,13D or 13R System ❑Manual ❑Automatic ❑ Smoke Control ❑Standpipe ❑ Fire Pump ❑Protected Premises(local) ❑ Wet or Dry Chemical/Clean ❑Supervising station Agent Number of sprinkler heads: ❑Central Station ❑ Kitchen hood/exhaust ❑ Other Floor Area(sq. ft.): LL,.......•. _._... ._ _._...._ __w____.__,._ 1 ltet`k A�CD�A feel �$edln I,the undersigned,understand that.ahe issuance of a permit for the type which is herein appl►ed for�s based.on th'e agreementto conform to allrregulahons and requirements i further understand that non compliance of said regwrements,by myself or.any officer or..! employee pof�the firm or-indrvidual 1wed'as'the ap'phcant`on%this form;shall. cause for reJocaiion of said,per CJpon_revocahop�=of said�permit they applicant or any employee of!he applicant shall'be prohibited to`conduct"such work'fo6vhich`this permit was issued Thereissuanee of''a°permit`shall be r based upon review ofthe circumstances leading to thearevocahon Any false statements)made herein are punishable as ar;Ciass A mild"eme"'or'„pursuant Ad Sect►on.210:45 of the;Penal,'L Application Submitted By(print name) orized Agent ❑Owner Company(if applicable): Applicant Signature: Date: FIRE PROTECTION SYSTEM PERMIT APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for which you are applying(click the applicable link below). • FIRE ALARM/CARBON MONOXIDE DETECTION SYSTEM SUBMITTAL GUIDELINES • FIRE SPRINKLER SYSTEM SUBMITTAL GUIDELINES o FIXED FIRE SUPPRESSION,HOOD&EXHAUST SYSTEMS SUBMITTAL GUIDELINES FEES A$250 permit fee is required for a non-residential permit.A$50 Certificate of Occupancy fee is required if the project is not part of an existing open building permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit.Installations subject to final testing,inspection and approval.Arrangements for testing/inspection shall be made by contacting the Town of Southold Building Department(631)765-1802. w FOR'OFFICEYUSEONLY Amount Paid a Checl'No , z tFM :> R Permit No Date Exp Date q J 2 IMUM FDC SINGLE "OUTLET www.Lansda[eValve.com MODEL LVF®CSO FEATURES. Ideal for residential sprinkler system. Each kit contains one open snoot, IPS brass wall plate (AUTO SPRINKLER) and a plug and chain, boxed and labeled. • FINISH: Cast Brass • 1'/z", 2'/z", 3" NPT Female Outet • Optional-Polished Brass/Chrome • Specify optional thread � 1 � ...... AiiiK 3 *% 5 7 MATERIAL LIST rNUMBERDESCR IF,TION' "`es MATERIAL 1 11/z;2'/z;3"NST Plug Cast Brass 2 Washer Rubber 3 Coupling Nut Cast Brass 4 Ball Steel 5 Set Screw Brass 6 Chain Brass 7 Body Cast Brass ' PROJ'ECT r',APPROUAL;STAM" P PROJECT: ❑ APPROVED ADDRESS: ❑ APPROVED AS NOTED ENGINEER: ❑ NOT APPROVED SUBMITTAL DATA: REMARKS: NOTES 1: NOTES 2: Revision:10/2020 1 f. Y FlameGuard° CPVC FIRE SPRINKLER PIPING PRODUCTS SPEARS FEMALE SPRINKLER HEAD ADAPTER Brass Thread Insert Style Socket x Fipt M --- M1 N L Part Number Size L M M1 N Approx.Wt.(Lbs.) 4235-101 314112 1-7/8 1-13/32 1-17132 15/32 .19 4235-130 1x1/2 2-11132 1-11/16 1.3/16 5/8 .16 4235-131 1 x3/4 2-5/16 1-11/16 1-3/8 17/32 .1 B Not intended to convey or dispense water for human consumption through drinking or cooking SofTorqueTM SR FEMALE SPRINKLER HEAD ADAPTER Gasket Sealed Special Reinforced Plastic Thread Style Socket x SIR Fipt With Elastotomer Seal-Use NO Thread Sealant � M ---- 1 N Part Number Size L M M1 N Approx.Wt. 4235-101GSR 314x112 2-5/16 1-5/16 1-3/8 31132 .11 4235-130GSR 1x1/2 2.13132 1-19/32 1-3/8 31132 .13 4235-131GSR 1x314 2.13132 1-5/8 1-23132 1 .16 QuickTorqueTM SR FEMALE SPRINKLER HEAD ADAPTER Gasket Sealed Special Reinforced Plastic Thread Style Socket x SR Metal Apt With Elastomer Seal-Use NO Thread Sealant M ---- M1 IN —N—►I Part Number Size L M M1 N Approx.Wt.(Lbs.) 4235-13OGMR 1x112 2.3/16 1-19/32 1-9116 15/16 .19 MADE IN THE U.S.A. 17 sPEARs FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS 900 ELBOW Socket x Socket G r — H 11 �I �f. M Part Number Size G H M Approx.Wt.(Lbs.) 4206-007 3/4 9/16 1-1/2 1-5/16 .07 4206-010 1 3/4 1-5/8 1-5/8 .11 4206-012 1-1/4 15/16 2.3/16 2 .22 4206-015 1-1/2 1-5132 2.17/32 2.3/8 .41 4206-020 2 1-13/32 2.29/32 2.7/8 .62 4206-025 2-1/2 1-15/32 3-3/8 3-1/2 1.15 4206-030 3 1-29/32 3-13/16 4-7132 1.83 SIDE OUTLET ELBOW Socket x Socket x Socket L -- M G H Part Number Size G H M Approx.Wt.(Lbs.) 4213-007 3/4 27/32 1.19132 1-5/16 .09 4213-010 1 13/16 1-7/8 1-5/8 .18 REDUCING 900 ELBOW H1 Socket x Socket G1 G M1 H M Part Number Size G G1 H H1 M M1 Approx.Wt. Lbs. 4206-131 1X314 21132 13/16 1-25132 1-13/16 1-19/32 1-5/16 .11 7 SPEARS®MANUFACTURING COMPANY SPEARS FlameGuard° CPVC FIRE SPRINKLER PIPING PRODUCTS REDUCING CROSS Socket x Socket x Socket x Socket �•—•rM1 r H1 M -L L1 G1 LGIO H L Part Number Size G G1 H H1 L L1 M M1 Approx.Wt.(Lbs.) 4220-131 1x3/4 23/32 5/8 1-5/8 1-5/8 3-1/4 3-1/4 1-7/8 1-1/2 .31 4220-167 1-1/404 1-1/16 23/32 2-1116 1-31/32 4-3/32 3-31/32 2.1/16 1-13/32 .35 4220-210 1-1/20/4 11116 1-5/32 2-3132 2-3116 4-3/16 4-11/32 2-3/8 1-13/32 .42 4220-248 2x3/4 11/16 1-7/16 2-7132 2-7/16 4-13132 4-7/8 2-29/32 1-13/32 .56 4220-289 2-1/2xl 29/32 1-3/4 2-11/16 2-7/8 5-11132 5-3/4 3-1/2 1-3/4 .98 COUPLING Socket x Socket -- -- M L -►I Part Number Size L M N Approx.Wt.(Lbs.) 4229-007 314 2-1/8 1-5116 3/16 .05 4229-010 1 2-3116 1-5/8 3/32 .08 4229-012 1-1/4 2.19/32 2 3/32 .13 4229-015 1.1/2 2-7/8 2-11132 3/32 .22 4229-020 2 3-1/8 2-7/8 1/8 .33 4229-025 2-1/2 3-11116 3-15/32 3/16 .48 4229-030 1 3 4 14.3/16 1/4 .89 12 SPEARS®MANUFACTURING COMPANY FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS FrS,,A REDUCER BUSHING Flush Style �z Spigot x Socket PIPE O.D. N EL Part Number size L N Approx.WL(Lbs.) 4237-131 1x314 1-1/4 1/4 .04 4237-167 1-1/43/4 1-7116 7/16 .10 4237-168 1-1/40 1-13132 9/32 .06 4237-216 1-1/204 1-5/8 518 .19 4237-211 1.1/20 1-17/32 13132 .13 4237-212 1-1120-114 1-9/16 5116 .07 4237-248 204 1-29/32 29132 .20 4237-249 2x1 1.23/32 9116 .23 4237-250 2x1-1/4 1-11/16 7116 .21 4237.251 2x1-112 1-11/16 5/16 .15 4237-290 2-112xl-1A 2-5/32 7/8 .41 4237-291 2-1120-112 2-5/32 314 .39 4237.292 2-1/2x2 2-9/32 3/4 .28 4237-338 3x2 2-7/32 11116 .63 4237-339 3x2-112 2-5/16 1/4 .42 TRANSITION BUSHING IPS Spigot x CTS Socket PIPE — -- O.ID. L N�L Part Number Size L N Approx.WL(Lbs.) 4240-101 3/4x I/2 1-1/8 5/8 .03 4240-130 lxl/2 1-1/4 23132 .05 CAP Socket M Vr W Part Number Size M W Approx.Wt.(Lbs.) 4247-007 3/4 1-3/8 1-13/32 .05 4247-010 1 1-5/8 1-9/16 .06 4247-012 1-1/4 2-3/32 1-27132 .13 4247-015 1-1/2 2-11/32 2 .17 4247-020 2 2.27/32 2-9132 .39 4247-025 2.1/2 3-17132 2-518 .50 4247-030 3 4-3/8 3 .92 MADE IN THE U.S.A. 21 ,v Bulletin 014 August 2022 Re z ® Model F1 FR Series CD Quick Response CD Glass Bulb Sprinklers C Cn gi Model F1 FR56 Sprinkler Types K) Standard Spray Upright N Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall . Horizontal Sidewall Model F1 FR56 Recessed Sprinkler Types Upright Pendent Conventional Standard Spray Pendent CL Horizontal Sidewall z Model F1 FR56 Concealed Sprinkler Types ' x Standard Spray Pendent Model F1 FR42, F1 FRXLH & F1 FR28 Sprinkler . N Types Vertical Sidewall Horizontal Sidewall Recessed Standard Spray Upright Pendent/F1/F2 Standard Spray Pendent Y Model F1 FR40 Sprinkler Types 4 oCO Standard Spray Pendent Model F1 FR42, F1 FR40, F1 FRXLH & F1 FR28 yy� Recessed Sprinkler Typesx E Standard Spray Pendent > Model F1 FR56LL&F1 FR42LL Low Lead Sprinkler Recessed Concealed Recessed Horizontal Sidewall Pendent Pendent/FP cc Types a Standard Spray Pendent with less than 0.25% Lead Con- Ask tent Listing &Approvals n The following organizations provide Listings.or Approvals for 3 various Model F1 FR series sprinklers. See the Design and a Installation table in this Bulletin for information on specific N XLH Upright XLH Pendent XLH Recessed N listings and approvals applicable to each sprinkler. PendentF1/F2 a 1. Underwriters Laboratories Inc.and Certified for i; Cana- Product Description n- da (cULus) in accordance with ANSI/UL199. p , 2. FM Approvals (FM) Reliable Model F1FR series sprinklers �. p are quick-response automatic sprinklers z 3. Loss Prevention Certification Board (LPCB) with a lass bulb thermal element. Model N 4. VdS Schadenverhutung GmbH (VdS) g N 5. Underwriters Laboratories Inc. and Underwriters Lab- F1 FIR series sprinklers are Standard Spray oratories of Canada Certified for Health Effects to NSF/ sprinklers,with the exception of the Model ANSI Standard 61 Annex G (ULH) F1 FR56 Conventional sprinkler which is XLH Recessed 6. EC Certificate: 0786-CPD-40239 (RA1414), 0786- an Old-style/Conventional sprinkler. Pendent FP 'CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) The Model F1 FR Series automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrated (EC) 7. (EC)Wat rk certified. Certificate Number 23347. (WM) response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response UL Listing Category enables the Model F1 FIR Series sprinklers to apply water to a Sprinklers,Automatic&Open(VNIV) fire faster than standard-response sprinklers of the same tem- Quick Response Sprinkler perature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely manufac- tured glass capsule.This glass bulb is specially constructed to provide fast thermal response. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 At normal temperatures, the glass bulb contains the fluid in Model F1 FR Series sprinklers must be installed with the Reli- both the liquid and vapor phases.The vapor phase can be seen able sprinkler installation wrench identified in the Design and as a small bubble.As heat is applied,the liquid expands,forcing Installation Information table in this Bulletin. Any other wrench the bubble smaller and smaller as the liquid pressure increases. may damage the sprinkler. A leak tight sprinkler joint can be Continued heating forces the liquid to push out against the bulb, obtained with a torque of 8 to 18 lb-ft (11 to 24 N-m). Do not causing the glass to shatter,opening the waterway and allowing tighten sprinklers over the maximum recommended installation the deflector to distribute the discharging water. torque. Exceeding the maximum recommended installation Model F1 FR Series sprinklers provide a wide range of options torque may cause leakage or impairment of the sprinkler. where quick-response,glass bulb sprinklers are used: Recessed Sprinklers • Pendent, recessed pendent, upright, horizontal side- Model F1 FR Series Recessed sprinklers are to be installed wall, and vertical sidewall deflectors as shown in Fig. 1, Fig.2,or Fig.3,as applicable to the specific • K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 model being installed.The Recessed Escutcheon Data table in metric), and 5.6 (80 metric) the Bulletin identifies the only recessed escutcheons that are • Flush, recessed, and concealed installations permitted to be used with each Model F1 FR Series Recessed See the Design and Installation Information table in this Bul- sprinkler.The use of any other recessed escutcheon will void all letin for information on the approvals and availability of specific approvals and negate all warranties. Model F1 FR series sprinkler configurations. Concealed Sprinklers Model F1 FR Recessed Pendent and Recessed Horizontal Model F1 FR Series Concealed Pendent sprinklers are to CD J Sidewall sprinklers are required to be used with Reliable Model be installed as shown in Fig. 4 or Fig. 5, as applicable to the x F1, F2, or FP recessed escutcheons. See the Recessed Es- selected cover plate. Model F1FR56 Concealed Pendent and o cutcheon Data table in this Bulletin for listing and approval infor- Model F1 FR56LL Concealed Pendent sprinklers have a facto- mation with each specific Model F1 FR series sprinkler. Model ry-installed Model CCP cup.A protective cap is installed at the F1 and F2 recessed escutcheons, shown in Fig. 1 and 3, are factory that should remain on the sprinkler until the sprinkler is a friction fit assembly allowing for 3/4-inch (19mm) and 1/2- installed and should then be reinstalled on the sprinkler until the Yinch(12.7mm)of adjustment,respectively. Model FP recessed cover plate is installed.The concealed sprinkler assemblies are 0 escutcheons, shown in Fig. 2, provide a 1/2-inch (12.7mm) completed by the installation of a Model CCP push-on/thread- Y threaded adjustment. off cover plate assembly.The cover plate and sprinkler cup as- Model Model F1 FR56 Concealed Pendent and Model F1 FR56LL semblies are joined using a cover plate skirt with flexible tabs Concealed Pendent sprinklers are required to be used with for threaded engagement. A choice of two Model CCP cover Model CCP cover plates.A standard profile Model CCP cover plate assemblies provides either 1/2-inch (13mm) or 5/8-inch plate is available that provides up to 1/2-inch(12.7mm)of cover (8mm) of cover adjustment. Do not install Model F1 FR Series plate adjustment. In addition, a low profile Model CCP cover Concealed Pendent sprinklers in ceilings which have positive plate is also available that provides up to 5/16-inch (8.Omm) of pressure in the space above. cover plate adjustment. See the Design and Installation Infor- Model F1 FR Series Concealed Pendent sprinklers require o mation and Listed and Approved Temperature Ratings tables a 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The in this Bulletin for further information on approved cover plate Model W4 wrench is used to engage the sprinkler wrenching sur- ( options. faces and to install the sprinkler in the fitting.Remove the protective a� Application cap to install the sprinkler,then reinstall the protective cap until the 0 Model F1 FR Series sprinklers are intended for use in ac- cover plate is installed.When inserting or removing the wrench from cordance with NFPA 13, FM Property Loss Prevention Data the sprinkler/cup assembly,care should be taken to prevent dam- COaD Sheets, and the requirements of the Authority Having Juris- age to the sprinkler.Do not wrench any other part of the sprinkler/ diction. Care must be exercised that the k-factor, tempera- cup assembly. Installation is completed by removing the protective v ture rating, deflector style, and sprinkler type are in accor- cap from the sprinkler and pushing the cover plate onto the cup. z dance with the requirements of the applicable design and Final adjustment is made by hand turning the cover plate until the oinstallation standards. In addition, Model F1 FR Series sprin- skirt flange makes full contact with the ceiling.Cover plate removal N klers must be used in accordance with their listings and ap- requires turning the cover plate in the counter clockwise direction. provals, as well as the information provided in this Bulletin. After installation,inspect all sprinklers to ensure that there is a gap Installation between the cover plate and ceiling and that the four cup slots are Glass bulb sprinklers have orange bulb protectors or protec- open and free from any air flow impediment to the space above. tive caps to minimize bulb damage during shipping, handling Concealed cover plate/cup assemblies are listed only for use and. installation. Reliable sprinkler installation wrenches are with specific sprinklers.The use of any concealed cover plate/ desgned to install sprinklers with bulb protectors in place. Re- cup assembly other than the Reliable Model CCP with Model move the bulb protector at the time when the sprinkler system is F1 FR56 Concealed Pendent and Model F1 FR56LL Concealed placed in service for fire protection.Removal of the bulb protec- Pendent sprinklers or the use of the Model CCP Concealed for before this time may leave the bulb vulnerable to damage. cover plate assembly on any sprinkler with which it is not spe- Remove bulb protectors by undoing the clasp by hand. Do not cifically listed my prevent good fire protection and will void all use tools to remove bulb protectors. guarantees,warranties, listings and approvals. 2. Technical Data: Sensitivity: Quick-response Thread Size: 1/2-inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414& RA1435 cULus listed for 250 psi (17 bar) • ..:.:' t a;.'.r:, �.;ti*ss.3.,Vi:�"4F�..;.::Y;.�!S�4'�'�r+`Y�hrr�su.S 'n+ts,�x�;;��.a�''sz,�`a�w�J?Yk'�,' a6r'k`��;.�-�'s`t?", o Design and Installation Information Nominal Nominal Nominal Orifice Sprinkler Listings K-factor Deflector/ Installation Approval Model Diameter Orientation Height Wrench SIN and Notes US Metric inches mm inches mm Approvals Pendent 2.25 57 W2 RA1411 cULus 2 F1 FR28 2.8 40 3/8 10 Recessed Pendent 2.25 57 W4 RA1411 cULus 2 L Upright 2.25 57 W2 RA1421 cULus 1,2 F1 FR40 4.0 57 3/8 10 Pendent 2.25 57 W2 RA1418 VdS Q Recessed Pendent 2.25 57 W4 RA1418 VdS Pendent 2.25 57 W2 RA1413 cULus 2 X F1 FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 W4 RA1413 cULus 2 a Upright 2.25 57 W2 RA14231 cULus 1,2 Pendent 2.25 57 W2 RA1410 cULus,ULH N FlFR42LL 4.2 60 7/16 10 Recessed Pendent 2.25 57 W4 RA1410 cULus,ULH Y F1 FRXLH Pendent 2.25 57 W2 RA1413 cULus 2 .ram' (F1 FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 W4 RA1413 cULus 2 Y with Pintle) Upright 2.25 57 W2 RA1423 cULus 1,2 Cd cULus,FM, Pendent 2.25 57 W2 RA1414 LPCB,VdS,EC, 1,2,3,4 WM o cULus,FM, Recessed Pendent 2.25 57 W4 RA1414 LPCB,VdS,EC, 1,2,3,4 > WM m FlFR56 5.6 80 1/2 15 cULus,VdS,EC, Concealed Pendent 2.25 57 W4 RA1414 WM 5,6 cULus,FM, o Upright 2.25 57 W2 RA1425 LPCB,VdS,EC, 1,2,3,4 a� WM "Conventional LPCB,VdS,EC, a (Pendent or Upright)" 2.25 57 W2 RA1475 WM 4 v Pendent 2.25 57 W2 RA1415 cULus,ULH 1 w FlFR56LL 5.6 80 , 1/2 15 Recessed Pendent 2.25 57 W4 RA1415 cULus,ULH a Concealed Pendent 2.25 5.7 W4 RA1415 cULus,ULH 6 Horizontal Sidewall 2.63 67 W2 RA14351 cULus,FM 1,2,3,7 di 0 FlFR56 5.6 80 1/2 15 Recessed Horizontal 2.63 67 W4 RA1435 cULus,FM 8 Sidewall Vertical Sidewall(Pen- cULus,FM, dent or Upright) LPCB N F1 FR56 5.6 80 1/2 15 2.25 57 W2 RA1485 1,2,3,9 o cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. . -f4 (2)cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. (3).Available with FM approved Polyester coating in black or white. (4)Available with LPCB and VdS approved Polyester coating. (5)VdS and EC approvals of the F1 FR56 Concealed Pendent sprinkler are for 155°F(68°C)temperature rated sprinklers only.VdS approved sprinklers must use Norbulb brand glass bulbs with the 1/2-inch(12.7mm)adjustment Model CCP cover plate only. (5)Model F1 FR56 Concealed Pendent and Model F1 FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates,available as either standard depth with 1/2-inch(12.7mm)of adjustment or low profile with 5/16-inch(8.0 mm)of adjustment. (7)cULus Listing of the F1 FR56 Horizontal Sidewall sprinkler isfor Light and Ordinary Hazard occupancies only. Minimum to maximum deflector to ceiling distance shall be 4 inches to 12 inches(102mm to 305mm).FM Approval of the F1 FR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. �8)cULus Listing and FM Approval of the F1 FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. �9)The F1 FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies.LPCB approval of the F1 FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 3. Listed and Approved Temperature Ratings Ordinary Temp. Intermediate Temp. High Temp. Classification Classification Classification Deflector/ 100*F(38*C)Max.Ambient 150'F(65*C)Max.Ambient 225OF(107*C)Max. Model Orientation Tem . Temp. Ambient Temp! 135°F(57°C) 155°F(68°C) 175°F(79°C) 200°F(93°C) 286*F(141*C)Temp. Temp.Rating Temp.Ratin Temp.R In Temp.Rating Rating Orange Bulb Red Bulb Yellow Bulb Green Bulb Blue Bulb Pendent cULus F1 FR28 Recessed Pendent cULus ya` Upright cULus F1 FR40 Pendent VdS Recessed Pendent VdS Pendent cULus F1 FR42 Recessed Pendent cULus Upright cULus Pendent ,cULus ULH � 6� Y FlFR42LL c. Recessed Pendent � , � a,,,ti �, ,a, � ,� r. � cULus, ULH .�� c� Pendent cULus z F1FRXLH Recessed Pendent cULus Upright cULus Pendent cULus,FM, LPCB,VdS, EC,WM Recessed Pendent cULus,FM,LPCB,VdS,EC,WM F1 FR56 Concealed Pendent* cULus,WM cULus�VMS,EC, cULus,WM o Upright cULus,FM, LPCB,VdS,EC,WM Y "Conventional LPCB,VdS, EC,WM co Pendent or Upright)" Pendent cULus, F1 FR56LL Recessed Pendent cULus,ULH Concealed Pendent* cULus,ULH o Horizontal Sidewall cULus, FM F1 FR56 Recessed Horizontal > Sidewall cULus, FM Vertical Sidewall(Pen- F1 FR56 dent or Upright) cULus,FM,LPCB a a * Model F1 FR56 Concealed Pendent and F1 FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP o cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For In- U) termediate Temperature Classification sprinklers use a 165°F(74°C) temperature rated cover plate. u Recessed Escutcheon Data v Listed and Approved Recessed Escutcheons Deflector/ Model F1 Model F2 Model FP a- Model Orientation (Fig.1 &3) _ (Fig.1 &3) (Fig.2) SIN ui 3/4-inch(19mm) 1/2-inch(12.7mm) 1/2-inch(12.7mm) p adjustment adjustment adjustment Z F1FR28 Recessed Pendent cULus cULus cULus RA1411 o F1FR40 Recessed Pendent VdS VdS VdS RA1418 N F1FR42 Recessed Pendent cULus cULus cULus RA1413 CU F1FR42LL Recessed Pendent cULus,ULH cULus,ULH cULus,ULH RA1410 F1FR42XLH Recessed Pendent cULus cULus cULus RA1413 F1FR56 Recessed Pendent cULus, LPCB,VdS, cULus,FM,LPCB, cULus,VdS,EC,WM RA1414 EC,WM VdS, EC,WM F1FR56LL Recessed Pendent cULus,ULH cULus,ULH cULus,ULH RA1415 F1 FR56 Recessed Horizontal Sidewall cULus cULus,FM cULus RA1435 4. 2 1/4"HOLE D14. [57.2mm] 1 15/16 DIA [49.2mm] ,.. . .., .. .. . ....::.; ...- ;,,;.:. ..:,. � .:oi s-r n: 1"X 1/2" REDUCER TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER FACE OF FITTING WRENCH BOSS \ / TO FACE OF CEILING DIMENSION IF I - II F1 ESCUTCHEON II II AT MAXIMUM RECESS = 1[25.4mm] �� L J AT MINIMUM RECESS = 3/8'T9.5mmJ F1 ESCUTCHEON F2 ESCUTCHEON 3/4'T 19mm] AT MAXIMUM RECESS = 3/4'T 19mm] ADJUSTMENTd� AT MINIMUM RECESS = 3/8'T9.5mm] F2 ESCUTCHEON CL 1 ADJUSTMENT T F1 ESCUTCHEON = ADJUSTMENT J I AT MAXIMUM RECESS = 7/8'T22.2mm] X [3.2m-1 AT MINIMUM RECESS = 1-5/8[41.3mm] o F2 ESCUTCHEON AT MAXIMUM RECESS = 1-1/8[28.6mm] cV AT MINIMUM RECESS = 1-5/8[41.3mm] Y Q 2 27/32'DIA. - Y [722mm] C Fig. 1 Model F1 FR56, F1 FR56LL, F1 FR42, F1 FR40, F1 FR42LL, F1 FRXLH & o F1 FR28 Recessed Pendent sprinkler with Model F1 or F2 escutcheon (D I I 1" X 1/2" REDUCER a) -----I----- 2 5/8" DIA. [66.7mm] HOLE IN CEILING 1 I 2 5/16" DIA. [58.7mml N CUP m m L J CEILING FW- F ACE OF RT17NG TO FACE OF CEILING Z _ __ _ ®� �� DIMENSION z AT MAXIMUM RECESS = 1-1/2[38mm] 0 N AT MINIMUM RECESS = 1[25.4mm] N cB L . AT MAXIMUM RECESS = 9/16[14.Jmm] %2[12.7mm] AT MINIMUM RECESS = 1[25.4mm] ADJUSTMENT J 114" DIA. [82.6mm] Fig. 2 Model F1 FR56, F1 FR56LL, F1 FR42, F1 FR40, F1 FR42LL, F1 FRXLH & F1 FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON AT MAXIMUM RECESS = 1[[25.4mm] AT MINIMUM RECESS = 3/8'T9.5mm] Fl ESCUTCHEON d F2 ESCUTCHEON AT MAXIMUM RECESS = 1-3/8'T34.9mm] AT MAXIMUM RECESS = 3/4[19mm] AT MINIMUM RECESS = 2—V16[52.4mm] AT MINIMUM RECESS = 3/8[9.5mm] F2 ESCUTCHEON 'AT MAXIMUM RECESS = 1-5/8'[41.3mm] 2 114" HOLE DIA. 118" AT MINIMUM RECESS = 2—V16"[52.4mm] [5Z2mm] [3.2mm] I" X 112" REDUCER n) 7- a) 4"-12" N.: 1 15/16" DIA. /nm _ C 49.2mm ' ii�n ---- [101.6mm-304.8mm] [ ] nu, i 2 27/32" DIA. CEILING TO CL iai i �J [72.2mm] DEFLECTOR X ITURN COLLAR UNTIL TIGHT AGAINST SPRINKLER M Fl ESCUTCHEON C\i WRENCH BOSS. u 3/4'T19mm] ADJUSTMENT F2 ESCUTCHEON Y 1/2[12.7mm] ADJUSTMENT C msmr 0 RECESSED HSW WIN RECESSED HSW W OR F2 ESCUTCHEON F2 ESCUTCHEON 0 (1) FM APPROVED FOR 4" — 6"[101.6MM — 152.4MM1 CEILING TO DEFLECTOR WITH F2 ONLY. 0 Fig. 3 a Model F1 FR56 Recessed Horizontal Sidewall sprinkler with Model F1 or F2 escutcheon o _ a a 1" x 112" REDUCING TEE OR ELBOW — TI - 2 518" DIA. 2 5116" DIA — HOLE IN CEILING L J n CUP 6i 0 tlu 1 112" MAX. z iiiiiiiil FACE OF FITTING TO FACE OF CEILING DIMENSION Cq CEILING 112 MAX. 15116" COVER ADJUSTMENT j COVER PLATE ASSEMBLY 3 5/16 DIA. SPRINKLER J CONCEALED, 1 /2" ADJUSTMENT 017FG01A Fig.4 Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch (12.7mm) adjustment-Model CCP cover plate 6. 1" x 112" REDUCING TEE OR ELBOW -------------- I ..`1 'u"` .it 2 5i 8 IA. 2 5/16 DIA — HOLE IN CEILING L J CUP 1 1/2" MAX. FACE OF FITTING I I TO FACE OF CEILING -'-/ '='L ; I T;;;;;; DIMENSION CEILING 3/4 COVER ADJUSTMENT I " COVER PLATE— ° ASSEMBLY � 3 5/16" DIA. -J SPRINKLER X coo CONCEALED. 5/16" ADJUSTMENT 017FG02A N Fig. 5- Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with low profile 5/16- o inch (8.Omm) adjustment- Model CCP cover plate �r C6 Maintenance Material Data Y The Model F1 FR Series sprinklers should be inspected and Frame: DZR Brass,QM Brass,or Low Lead Brass o the sprinkler system maintained in accordance with NFPA 25. sn Do not clean sprinklers with soap and water, ammonia.or any Deflector: CDA Alloy 220,260,or 510 other cleaning fluids.Remove dust by using a soft brush or gen- Load ScrewlPintle: CDA Alloy 360 or 544 y tie vacuuming. Replace any sprinkler which has been painted Cup: CDA Alloy 651 or 693 (other than factory applied)or damaged in any way.A stock of Washer: Nickel Alloy 440 or 360,coated with PTFE $ spare sprinklers should be maintained to allow quick replace- Adhesive Tape = ment of damaged or operated sprinklers. Bulb: Glass L Finishes (1)(2) "= Standard Finishes S rinkler Escutcheon Cover plate . Ordering Information Bronze Brass Chrome Specify: v Chrome Chrome White 1. Sprinkler Model: [F1 FR28][F1 FR40][F1 FR42] White Polyester(3)r6>(7) White. °�7' S ecial A lication Finishes [F1 FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] ( I Sprinkler Escutcheon Cover late 2. Sprinkler Deflector/Orientation: [Pendent][Recessed FLElectroless Nickel Pendent][U pright][Conventional][Horizontal Sidewall] w PTFEr3>r4� Stainless Steel Bright Brass p Black Polyester(3)(6)r7> Bright Brass Black [Recessed Horizontal Sidewal 1][Vertical Sidewall] Z Bright Brass(5) Black Off white 3. Sprinkler threads: [1/2-inch NPT][ISO7-R1/2] N OffWhiters��'� Off white Satin Chrome 4. Sprinkler Temperature Rating: [135°F (57°C)][155°F Satin Chrome Satin Chrome (68°C)][175°F(79°C)][200°F (93°C)][286°F(141°C)] m M Other finishes and colors may be available on special order. Consult the 5. Sprinkler Finish —s factory for details. (2)Paint or any other coating applied over the factory finish will void all approvals 6. Escutcheon Model: [F1][F2][FP] and warranties. 7. Escutcheon Finish (where applicable) (3) cULus Listed as Corrosion Resistant. 8. Cover plate Model: [standard profile CCP 1/2-inch (4) FM Approved as Corrosion Resistant for SIN RA1414, RA1425, RA1435, (12.7mm) adjustment][low profile CCP 5/16-inch and . (8.Omm) adjustment] (5) 200*F(93(93*C)maximum temperature rated sprinkler only. (6)VdS Approved for RA1425,RA1414,RA1418,and RA1475. 9. Cover plate Temperature Rating: [135°F (57°C) for use m LPCB Approved for RA1425,RA1414,and RA1475. with Ordinary Temperature sprinklers][165°F (74°C) for use with Intermediate Temperature sprinklers] 10. Cover plate Finish Note:When Model F1 FR Series Recessed sprinklers are ordered,the sprin- klers and escutcheons are packaged separately. 7. Reliable. . . For Complete Protection Reliable offers a wide selection of sprinkler components.. Following are some of the mahy pre- cision-made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves L • Recessed automatic sprinklers • Check valves Y ' C • Concealed automatic sprinklers • Electrical system y J • Adjustable automatic sprinklers • Sprinkler emergency cabinets Y • Dry automatic sprinklers • Sprinkler wrenches C Y • Intermediate level sprinklers • Sprinkler escutcheons and guards 0 N Y U • Open sprinklers Inspectors test connections r- 0 • Spray nozzles Sight drains 0 Q • Alarm valves Ball drips and drum drips L • Retarding chambers Control valve seals s� 0 0 • Dry pipe valves Air maintenance devices • Accelerators for dry pipe valves Air compressors a o Mechanical sprinkler alarms Pressure gauges N N Electrical sprinkler alarm switches Identification signs co • Water flow detectors Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organ¢ations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 100 years. Manufactured by Reliable Automatic Sprinkler Co.,Inc. Recycled ,m (800)431-1588 Sales Offices Paper 9 (800)848-6051 Sales Fax Revision lines indicate updated or new data. (914)829-2042 Corporate Offices www.reliablesprinkler.com Internet Address Ec.Printed in U.S.A.08/22 P/N 99999703oo Sentry Automatic Fire Protection Inc. 735 Flanders Road Riverhead, NY, 11901 Phone (631 ) 723-3095 SENTRY a � c c �cA/RE PRE Fire Sprinkler Calculcations For 1155 Silvermere Road Greenport, NY 11944 Of NEyyY S. CO 1684 �FESS10�}� N CALCULATION SUMMARY Project Name:SILVER SANDS MOTEL Project Location: 1155 Silvermere Road Contract No.:S23.4736 City: Greenport, NY 11944 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft2) (gpm) (psi) (gpm/ft2) (psi) (gpm) # (gpm) (psi) 1 Demand(HW) Light Hazard 1024 103.1 Required 0.1 20.9 25.6 4 0 20.6 58.4 File:S23.4736-1155 Silvermere Road.dwg Date 8/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Pagel � 1 HYDRAULIC CALCULATIONS for Job Information Project Name:SILVER SANDS MOTEL Contract No.:S23.4736 City: Greenport, NY 11944 Project Location: 1155 Silvermere Road Date:8/10/2023 Contractor Information Name of Contractor: SENTRY AUTOMATIC FIRE PROTECTION,INC. Address: 735 FLANDERS RD City: RIVERHEAD, NY 11901 Phone Number: 631-723-3095 E-mail:SALES@SENTRYNY.COM Name of Designer: MRL Authority Having Jurisdiction: Design Remote Area Name 1 Remote Area Location LIVING/DINING RM Occupancy Classification Light Hazard Density(gpm/ft2) 0.1 Area of Application(ft2) 1024 Coverage per Sprinkler(ft2) 256 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl.Hose Streams)(gpm) 103.1 Required Pressure at Source(psi) 58.4 Type of System Wet Volume-Entire System (gal) 53.8 gal Water Supply Information Date 11/14/2022 Location SILVERMERE ROAD 2ND HYD S/O FRANKLIN AVE Source W1 Notes File:S23.4736-1155 Silvermere Road.dwg Date 8/11/2023 Copyright 0 2002-2012 Tyco Fire Protection Products Page 2 Job:SILVER SANDS MOTEL Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Optimized Hvdraulic Simplified) File:S23.4736-1155 Silvermere Road.dwg Date 8/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 3 + t Job:SILVER SANDS MOTEL Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 80 1040 12 Supply Analysis Static Pressure Residual Pressure Flow Available Total Demand Required Pressure Node at Source (psi) (psi) (gpm) Pressure (gpm) (psi) (psi) W1 80 12 1040 79.1 103.1 58.4 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 103.1 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow(gpm) 103.1 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 58.4 W1 -Flow(gpm) 103.1 Demand w/o System Pump(s) N/A File:S23.4736-1155 Sllvermere Road.dwg Date 8/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:SILVER SANDS MOTEL Hydraulic Analysis for : 1 n-Supply 12 System Demand 0 Available At Source i 15 1 110 ,— i^ - 79.1 psi @ 103.1 gpm r s - _ --- 7 0 300 400 500 600 700 800 900 1000 1100 Flow,gpm File:S23.4736-1155 Silvermere Road.dwg Date 8/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:SILVER SANDS MOTEL Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 80 S2 Supply point#2-Residual 1040 12 D1 Elevation Pressure 0 1.3 D2 System Demand 1103.1 58.4 Curve Intersections &Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 78.7 121.5 20.6 103.1 Open Heads Head Ref. Head Type Coverage K-Factor Required Calculated Density Flow Pressure Density Flow Pressure W) (gPm/Psi+/z) (gPm/R2) (gpm) (PSI) (gpm/ft2) (gpm) (Psi) S1 Overhead 256 5.6 0.1 25.6 20.9 0.1 25.6 20.9 t Sprinkler S2 Overhead 256 5.6 0.1 25.6 20.9 0.1 25.6 20.9 Sprinkler S3 Overhead 256 5.6 0.1 25.6 20.9 0.101 25.9 21.5 Sprinkler S4 Overhead 256 5.6 0.1 25.6 20.9 0.101 26 21.5 Sprinkler File:S23.4736-1155 Silvermere Road.dwg Date 8/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:SILVER SANDS MOTEL - Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/pSI/z gpm ftz psi psi ft gpm gpm/ftZ psi gpm S1 Overhead Sprinkler 5.6 25.6 256 20.9 20.9 0 HEAD Open 0 0.1 -1.3 25.6 S2 Overhead Sprinkler 5.6 25.6 256 20.9 20.9 0 HEAD Open 0 0.1 -1.3 25.6 S3 Overhead Sprinkler 5.6 25.9 256 21.5 20.9 0 HEAD Open 0.3 0.101 -1.3 25.6 S4 Overhead Sprinkler 5.6 26 256 21.5 20.9 0 HEAD Open 0.4 0.101 -1.3 25.6 05 Node 20.9 8.42 NODE -4.9 04 Node 20.9. 8.42 NODE -4.9 07 Node 21 8.42 NODE -4.9 02 Node 21 8.42 NODE -4.9 16 Node 22.1 8.42 NODE -4.9 40-0 Node 28.5 4 NODE -3 40-I Node 41.5 4 NODE -3 W3 Supply -103.1 58.4 -3 SUPPLY 0 File:S23.4736-1155 Silvermere Road.dwg Date 8/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job name:SILVER SANDS MOTEL Sheet number: PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev(Pe) NOTES T frict(Pf) (ft) (gpm/Psll/z) (gPm) (in) (ft) (ft) (Psi) (PSI) S1 0 5.6 25.6 1lx(us.Tee-Br)=6.22 13.25 120 20.9 05 8.42 25.6 1.097lx(us.90)=2.49 8.7 0.1647 -3.6 21.96 3.6 05 8.42 -3.1 2lx(us.90)=6.15 12.56 120 20.9 07 8.42 22.5 2.157 6.15 0.0048 0 18.72 0.1 07 8.42 25.9 21x(us.Tee-Br)=12.31 41.2 120 21 16 8.42 48.4 2.157lx(us.90)=6.15 18.46 0.0199 0 59.66 1.2 16 8.42 54.7 2 5x(us.90)=30.77 11.89 120 22.1 40-0 4 103.1 2.157lx(us.Tee-Br)=12.31 43.07 0.0808 1.9 54.96 4.4 40-0 4 0 2 0.14 28.5 Ames4000B 40-I 4 103.1 0 0 93.2099 0 *** 0.14 13 40-I 4 0 2 2x(us.90)=12.31 159.1 120 41.5 Wl -3 103.1 2.157 12.31 0.0808 3 171.4 13.8 S2 0 5.6 25.6 1lx(us.Tee-Br)=6.22 13.25 120 20.9 04 8.42 25.6 1.097lx(us.90)=2.49 8.7 0.1647 -3.6 21.96 3.6 04 8.42 3.1 2lx(us.90)=6.15 12.56 120 20.9 02 8.42 28.7 2.157 6.15 0.0076 0 18.72 0.1 02 8.42 26 21x(us.Tee-Br)=12.31 26.97 120 21 16 8.42 54.7 2.157lx(us.90)=6.15 18.46 0.025 0 45.43 1.1 S3 0 5.6 25.9 l lx(us.Tee-Br)=6.22 9.92 120 21.5 07 8.42 25.9 1.097lx(us.90)=2.49 8.7 0.1688 -3.6 18.63 3.1 S4 0 5.6 26 1lx(us.Tee-Br)=6.22 9.92 120 21.5 02 8.42 26 1.097lx(us.90)=2.49 8.7 0.1692 -3.6 18.63 3.2 05 8.42 0 2 7.25 120 20.9 04 8.42 3.1 2.157 0 0.0001 0 7.251 0 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 8 Job:SILVER SANDS MOTEL Device Graphs Pressure vs.Flow Function Design Area:1; Supply Ref.:W1; Supply Name:W1 67 60 0) SO 440 IL 25, -- 20' ----- IS Ililll i — 10_--_ _......_._. ___—__.............—.__--..-.......-._........—.-_»_�_._—__...............___........._._.._....___.._ Flow,gpm a - Pressure Loss Function Design Area:1; BFP Ref.:OB(Ames4000B,Size-2);Inlet Node:40.1;Outlet Node:40.0 I 16.38 I 14.76 13 psi @ 103.1 OPm .-- 13.36 __.._...........--------__......................_..._..... ........................_......-............................. ! t 11.3 ..........................._..............___.._.._._............_.........,,......,............................._!.__......_..._._.._.__—....._......_.....__._.......,..........................................._.................._._.. Ny 8.78- ' 7.78 -- o. i 6.31t ! 3.38 4J8. —_—._....._.,.- ___.._......................_.._.—._.._-- ... _,—__..-.__.._,..._.._._.—_.___—._..—� _._—.. 3.38 2.38 ! i Flow,gpm File:S23.4736-1155 Silvermere Road.dwg Date 8/11/2023 Copyright 0 2002-2012 Tyco Fire Protection Products Page 9 Generated by REScheck-Web Software Compliance Certificate E OF lv y0 Project Silver Sands Building 34 - Lot 9 Energy Code: 2018 IECC Location: Greenport, New York - /^ L J II C^L.�1_ IE V M I T Construction Type: Single-family • 1 E � Project Type: Alteration Orientation: Bldg. faces 270 deg. fro North Climate Zone: 4 (5572 HDD) JUL 1 7 2023 Permit Date: Permit Number: BUILDDD G DEFT. Construction Site: Owner/Ag!ri"-,i, ' ` `�� r ' Designer/Contractor: 1155 Silvermere Road Greenport, NY 11944 s prescriDtive Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 121 49.0 49.0 0.011 0.026 1 3 Ceiling: Cathedral Ceiling 932 45.0 45.0 0.011 0.026 10 24 Wall: Wood Frame, 16" o.c. Orientation: Unspecified --- --- --- --- --- --- --- Exemption: Framing cavity filled with insulation Floor:All-Wood joist/Truss 805 30.0 30.0 0,016 0.047 13 38 Floor 1:All-Wood joistfrruss 121 21.0 010 0.044 0.047 5 6 Window:Wood Frame SHGC: 0.40 129 0.300 0.320 39 41 Orientation: Unspecified Door:Glass Door(over 50%glazing) SHGC: 0.40 40 0.300 0.320 12 13 Orientation: Unspecified Compliance Statement: The proposed building design described here is c sistent wit the building plans,specifications,and other calculations submitted with the permit application.The propostiin been d signed to meet the 2018 IECC requirements in REScheck Version : RE eck-Web nd to comply with the mar ments sted in the REScheck Inspection Checl list. a T -4 v 0 Name-Title Sign tine Date Project Title: Silver Sands Building 34- Lot 9 Report date: 07/16/23 Data filename: Page 1 of 1 V� GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION General Notes: I. 1\1 T R AA1 C 0 E 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 BUILDING CODE OF 1° - G L1 Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. II 1. All studs to be SPF 2 or better, and all other structural wood to be Douglas Fir Larch 2 or better. FIRE SAFETY: ;.„1 - - -� flL` # GENERAL NOTES: # g / # Ill:�t_ l�• , -.}��l '-,,.� 2, r nr- 2. All structural wood shall be in accordance with the national design specifications flor wood construction - latest edition. g p KEHL DESIGN ASSO ,IATES 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 � CODE OF NEW YORK, FIRE DEPARTME�JT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. s residential 8, commercicl design consulting 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. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box hone: 631 433-9C84 BUILDINGS, OBTAIN ALL REQUIRED INSIURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. p I 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. 3. 5. Erect and brace trusses in accordance to truss plate institute recommendations. ou o ,New York 11971 EMail: SSbn6S4&optOnline.net MINOR DETAILS NOT USUALLY SHOWN 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 e formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WEREE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS, y r� " , 4 a. All plywood shall be in accordance with the American Plywood Association ((APA) specifications. - THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT I FF AFTER WORKING HOURS. OWNERSHIP & USE OE DOCUMENTS: 5 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 RESPONS>IBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better.. REMOVAL TASKS. THE CONTRACTOR THEE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No port thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE UNORK. 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 CONFINE[ 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 M1r PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI 7. Fb - 825 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. t REV. Blower door THE DEPARTMENT OF BUILDINGS ALL IREQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM T-E BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE and ductwork 8 9. Design values: 03- ELECTRICAL WORK SHALL BE PERFORWED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. 02-05-23 -23 THROUGH THE BUREAU OF ELECTRICAIL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E _ 1 ,900,000 PSI 13 Fv - 285 PSI 03-13-23 testing required. 9. Fb = 2600 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUT-TING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE 07-27-23 A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, RETAIN STORM WATER RUNOFF DRAWINGS, AND ALL OTHER WORK THAAT 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. PURSUANT TO CHAPTER 23 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. OF THE TOWN CODE11 . 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, WILL BE ALLOWED TO COMMENCE UNTIL 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 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY 'SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. PLUPABERCERTIFIO�gTiON 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 RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WOFRKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES ON LEAD CONTENT BEFORE 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT CERTIFICATE OFOCCUPAV THE CONTRACTOR WILL COORDINATE T-HE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJEC_i SHALL AT ALL TIMES PRIOR AND DURING THE COURSE 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 SOLDER USED IN WATER 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE SUPPLYSYSTEMCANNc;; 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 EXCEED 2/10 OF 1% LEA re 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 RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILI rY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WOF,�K NO i ES: (Agodeof 15cem n < CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. � RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF TIFF ORGANIZATION IS UPON INSPECTION FOUND AT ANY :. .PLUMBIN,G. TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY TH`_ GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, rLPLUPABfNGWAS'CE _.. ER V PER THE 2020 nEXISTING BUILDING CODE OF NEW YORK" OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. &WATER LINES NEED .:. COMMERCIAL M M E R C A CONSTRUCTION N DETAILS- 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE T`GSTING BEFORE COVERING , 0 IDE DETECTORS SINGLE AND MULTIPLE-STATION ; CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL CONSTRUCTION TO CONFORM TO 20:20 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- FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL COMMERCIAL NEW YORK STATE ELECTRICAL 25 Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C 4A 4A 2018 International Energy Conservation Lode (IECC) COMMERCIAL_ CONSTRUCTION DETAILS INSPECTION REQUIRED TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS La, AND MINIMUM DESIGN CRITERIA CONCENTRATED LIVE LOADSg SECTION C503 ALTERATIONS AP R VED AS NOTED ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD DATE: -3712 PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE CONCENTRATED B.P.# S LOADS (psf) (Pounds) s (SEI/ASCE 7-22) C503.1 General FEE42ME BY: 9. Dining Rooms and Restaurants 100M Alterations to any building or structure shall comply with the requirements of this section NOTIFY BUILDING DEPARTMEN AT `. TRUSS P�"�C RDhVG F EQUIRED USES(s) AND OCCUPANCY CLASSIFICATION)(s) ACCESSIBILITY CONSTRUCTION � DETAILS 765-1802 8AM TO 4 PM FOR THE ~ C503 and the code of the new construction. Alterations shall be such that the existing y� USE OCCUPAINCY 10. Dwellings (see Residential) building or structure is not less conforming to the provisions of this code than the FOLLOWING INSPECTIONS: ALL SPACES, AREAS, I. FOUNDATION - TWO REQUIRED 25. Residential DETAILS D I M EN S 10 N`.S AND CONSTRUCTION existing building or structure was prior to the alteration. Alterations to an existing FOR POURED CONCRETE FIRE INSPECTION RESORT / RESIDENTIAL R-1 (MOTEL) TO CONFORM TO 2009 Al 17. 1 building, building system or portion thereof shall conform to the provisions of this code 2. ROUGH - FRAMING & PLUMBING ` REQUIRED BEFORE TYPE OF CONSTRUCTION (CHAPTER 6,) ONE-AND-TWO FAMILY DWELLINGS as those prOVISIOnS relate t0 new COnStrUCt101 without requiring the Unaltered portions Of 3. INSULATION the existingbuilding or building system to comply with this code. Alterations shall not 4. FINAL - CONSTRUCTION MUST TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGE 10 g g y P y BE COMPLETE FOR C.O. PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020) ENERGY CONSERVATION CONSTRUCTION create an unsafe or hazardous condition or overload existing building systems. ALL CONSTRUCTION SHALL MEET THE 'Acceptance of these drawings does not authorize the right to I,J,K CODE OF NEW YORK STATE 2020 ECCCNYS , BASED ON THE 2018 EDI•ITION OF THE INTERNATIONAL ENERGY V B UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 � � REQUIREMENTS OF THE CODES OF NEW -£ build withoutthe authorization of local governing agencies, SUCK � _ CONSERVATION CODE AND ASHRAE 90.1-2016 EXCEPTIONS: The following alterations need not comply with the requirements for new YORK STATE. NOT RESPONSIBLE FOR cis Suffolk County Dept.of Health Services, Town Building HEIGHT AND FIRE AREA HABITABLE ATTICS AND SLEEPING AREAS 30 DESIGN OR CONSTRUCTION ERRORS. Departments, DEC, FEMA, etc. Verify all conditions, codes, and PROJECTS TO COMPLY WITH CHAPTER 4 COMMERCIAL ENEERGY EFFICIENCY,ASPER THE construction, provided that the energy use of the building is not increased; requirements with such agencies prior to construction. HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVAkTION CONSTRUCTION CODE OF NEW YORK (NY)TABLE C402.1.3 0J 1. Storm windows installed over existing fenestration. PROJECT: HEIGHT. BUILDING. PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENT MINIMUM REQLUIREMENTS,R-VALUE METHOD 2. Surfaced applied window film installed on existing single pane fenestration COMPLY WITH ALL CODES OF THE VERTICAL DISTANCE FROM GRADE CLIMATE ROOFS FLOORSFLOORSDOORS 1 NEW YORK STATE & TOWN CODES m WOOD FRAMED WALLS BELOW JOIST/ FIXED OPERABLE ENTRANCE AS REQUIRED AND CONDITIONS OF assemblies reducing solar heat gain, provided that the Code does not PLANE TO THE AVERAGE HEIGHT OF ZONE ATTICS AND UNLIMITED AREA PUBLIC ROOMS AND CORRIDORS SERVING THEM 100 UNHEATED SLABS OPAOUBE THE HIGHEST ROOF SURFACE OTHER AND OTHER GRADEC FRAMING DOORS; FENESTRATION FENESTRATION DOOR a+. 3 STORY require the glazing or fenestration to be replaced. t U =13'-7" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 4EXCEPT Rt3 U-FACTOR U-FACTOR U-FACTOR 3. Existing ceiling, wall Or floor cavities exposed during construction provided A 2020 BUILDING CODE OF NEW YORK MARINE R-10FOR24' g g P 9 ,, T ,. L STATE. R38 OR R7.5 R30 BELOW R4.751 0.38 0.45 0.77 that these cavities are filled with insulation. SO ^ BOARD s ' 0, GROUP R OR R 20 4. Construction wh r the existin roof, wall or floor cavity n x SHGC SHGC SHGC where g o , o a y s of exposed. SOUTHOLD TOWN TRUSTEES i. UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN PF<02 PF<0.2 PF<0.2 5. Roof recovered. THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE (NY)TABLE C402.4 0.36 0.36 0.36 6, Air barriers not be and roof S Dry ers S e required replacement TOTAL HEIGHT FROM RIDGE TO GRADE 1-,7'-5" ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED q P n RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE of THE BUILDING ENVELOPE FENESTRATION MAXIMUM SHGC SHGC SHGC where the alterations or renovations to the building do not Include 1155 SILVERL'iErZE ROAD TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE U-FACTOR AND SHGC REQUIREMENTS 02<PF<0.5 0.2<PF<0.5 2<PF<0.5 LUMBER SPECIES AND GRAIDE LOAD REQUIREMENTS. CUAUUE ZONE 4 1 0.43 0.43 0.43 alterations, renovations or repairs to the remainder of the building envelope. OCCUPANCY OR GREENPORT, 14Y 11944 j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN VERTICAL FENESTRATE SHGC SHGC SHGC THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE uFAOTOR PFZ0.5 PFZ0.5 PFLOS USE IS UNLAWFUL BUILDING # 34 ALL HOUSE FRAMING MATERIAL DOUGLAS [FIR - LARCH #2 AND BETTER ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED FVED 0.58 0.58 0.58 RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF RNMW0.38 SCTM # 1000-47-02-09 ALL EXT. DECK FRAMING MATERIAL CCA NC PPINE #2 AND BETTER THE TRUSSES. PIEUME 10N WITHOUT CERTIFICATE Al exterior fighting OPERABLE �NESTMT1% Installed re 'I THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM ENTRANCE ALL COMBINATION SMOKE DETECTORS n � pd 13R,491��1103,"TITLE: CHORDS WHERE BOTH OF THE FOLL0IVING CONDITIONS ARE MET: DOOR 0•� AND CARBON Ivl 0 N 0 X D E DETECTORS OF OCCUPANCY repaired shall i:omform i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY SHGC ARE TO BE CONNECTED WITH A CENTRAL 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS SHGC toChaP ter17� GENERAL NOTES of the To��� Colde 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 CONS1 ANTLY AS PER THE VERTICAL IN 12 UNITS HORIZONTAL 0.2<PF<0.5 0•43 NEW CRAWL SPACE NA THE REMAINING PORTION OF THE JOLTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A - 2020 BUILDING CODE OF NEW YORK STATE NEW FINISHED BASEMENT NA UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. . , QC� SHGC / I��U �C, IMP � {� -NOT ES: 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. 111 1 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR 927 SF PF = PROJECTION FACTOR 6rrltw ` C��/I C1q DESIIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR NA ______________ --- PROSECUTED TO THE FULLEST EXTENT OF THE LAW, COPITRACTORS SHALL VERIFY ALL i .,; 'f 7 F"V 3 I- FIELID CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. SECOND FLOOR NA ' -_ �,_ � l ✓/� I I i DESIIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKI: m OR UTILITY SHED NA m. LIVE LOAD REDUCTION IS NOT PERMITTED. � i-``"� � NEW BALCONY NA /I UNFIORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LOFT NA AU ` 2 ?023 ATTIC (HOUSE)(a) NA SEAL: DATE: ATTIC HOUSE b NA SEPTEMBER, 09 2022 NEW GARAGE ADDITION NA aL_ PROJECT NO: ATTIC (GARAGE)( ) NA 1135-2022 c� EX. UTILITY ROOM NA DRAWN BY: U. C �" EX. SCREENED PORCHES NA ^- C fi * �0 EX. OUTDOOR SHOWER NA EXISTING DECK 55 SF Must provide Manuals �; � ! ;'�, ,'�I � � BDK ��"` � HECKED BY; D, J and S as per " , = �' 4 NEW DECK NA Fnergy ` / s ,,,,r . �HLLI NUMBER: COVERED NEW DECK NA Ex. COVERED FRONT PORCH NA © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. COVERED ENTRANCE NA I ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �10 POOL HOUSE CABANA NA UNDER FEDERAL COPYRIGHT LAW. ACCESSORY STRUCTURE NA PLANS MAY NOT BE REPRODUCED WITHOUT (a) WITHOUT STORAGE WRITTEN AUTHORIZATION. ,..�. .. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB r uMBEh: of (b) WITH STORAGE KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEHLDESIGN•ASSOMTPS,uc PROOF OF PURCHASE. Certification May Be Required. SIMPSON STRONG TIE CONNECTORS SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF M T S 2 0 L T S 2 0 TWO 8d NAILS THIS f� "" f PROVIDE (1) HGA10KT ON 3 /r Di _ SIDE OF TRUSS. ALLOWABLE LOADS Z LOAD SIDE OF CEILING JOIST '; :; T ❑J_ �$'' FASTENERS LATERAL WITH TOTAL FOUR e /. ° L _ MODEL GA UPLIFT UPLIFT LATERAL 8dx1z' CODE 8d NAILS e°° AND ON SIDE OF RAFTER �. .-�—_� H, � ,. _ II ,II_ 'I ill �'! 'II _�� f_ NO. TO TO TO AVG ( / ) NAILS REF. INTO TRUSS. II 1: FI I I: RAFTERS/ PLATES STUDS ULT. ((133) (160) F FZ (133& STU TRUSS = —= SIMPSON 7 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 I�EHHI,DESIGN ASSOCIATES roc •j — �PROPER INSTALLATION PROCEDURES residential & commercial design e consulting H6 16 8-8d 8-8d 3983 915 950 6 00 5, 44 i ° DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ARTJ'x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAILS c { P0.Box 1615 CODE • phone: (631j 433-9v84 ° MODEL GA AVG z INTO N0. MAX. CLEAR ULT. LFTA LFTA REF. PLATES °° .o Southold,New York 11971 E-Mail: ssbn6540a Optonllne.ne' WIDTHSPAN L QTY DIA 1}„ 2„ 24" 3" 34" 11" 2" 2}" 3" 3}' ®° EIGHTEd ° NTO AILS ° SP4 Kehl Design Associates,LLC o formerly D A K Associates,LLC — 4200 1205 14005, 44, 85 STUD ° IUWNERSHIP & USE OF DOCUMENTS: LFTA 16 2 17" l3sj"116-10cl D10UG—FIR LARCH / S0. PINE °°° These drawings and specifications including the FASTENERSZ ALLOWABLE UPLIFT LOADS3 MODEL L AVG 10d 10d x 1}" CODE LFTA ° ideas, design and arrangements represented NO. ULT. REF. LSTA21 T/� lod 10d x i}" therein, are the property of KEHL DESIGN (133 / 160) (133) (1so) ' ASSOCIATES, LLC. No part thereof shall be °° Simpson Strong—Tie copied, disclosed to others or used in connection MTS16 18 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 41, 128 • ° HGA10 with any work or project other than for which ° they have been prepared without written consent. ART�'x12 MTS20 20 14-10d 14-10d x 1}" 3116 1000 840 1Oao 3, 41, 123 DETAIL "K" a 0. LST20 20 12-10d 12-10d x 1' 2383 775 720 720 3, 41 DETAIL E. 4 REV. COUPLER NUT �� Its STU 8 — DouG-FIR-LARCW Equal number of �SIMPSON 02-27-23 03-05-23 TYPE OF DIRECTION ALLOWABLE LOADIS REF.SO, PINE CODE Specified nails In TAKE—UP WASHER MODEL CONNEC— OF LOAD FLOOR ROOF I(133/ each end 03-13-23 NO. TION (100) (125) 160 G 515 64s 67o I Simpson Strong—Tie 07-27-23 CS16 ART5"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL CJIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'''''(DF/SP) (133) HOLDOWN HOEDOWN ARTJ•xl2 STUDDEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT M AT HIGHEST AT HIGHEST REF. NO. BASE BODY 4 ANCHOR gOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE o HB SIB W H B s0 CL DIA'.e DESIGN LOAD DESIGN o0 GA GA WHEN RAISED OFF QTY DIA 1}" 2" 2}" 3" 3}" Sy LOAD THE SILL PLATE o 0 0 HD2A 16 12 4a" 2}" 2J" 8" 2�" 1 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 o o DIMENSIONS FASTENERS ALLOWABL E UPLIFT LOADS MODEL AVG NO. W L STUD PLATE ULT. DF / SP CODE REF. (133 (160)' (160) a SP4 3A" 71" —10d x 1}" 2917 735 885 7, 40, 127 O 3 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE iWOfRK NOTES: NO. GA Vy L NAILS F100 LOON (133) (160) REF. 00 a LSTA21 20 1 21 16-10d 905 1205 1 1295 7, 40, 90 oa tt DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL NO. GA W L NAILS (100)FLOOR (133) (160) REF. Simpson Strong—Tie STU 5" 8 ; MSTA24 18 1 1a" 24 1 18-10d 1025 1 1370 1640 7, 40, 90 LUS46 SIMPSON TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL FASTENERS SPACING REF. HD2A No. (LENGTH END CA CUT LENGTH (TOTAL) (100) (133 / 160)Z oc. TAKE—UP WASHER L OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie n C516 150' 14" 1 16 CLEAR SPAN +31" 28-8d 1235 1 1650 2�" 7 41) 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE HIS NOTED. FAILURE TO COMPLY WITH ALL NOTES f DIMENSIONS FASTENERS ON. U —FIR ARCH (1 PINEOW (11ALLOWABLEA ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION MODEL HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE �� 1" N0. GA w H B tOd 16d JOISTS BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL F ULT. (133)(16O)l 10d I 16d I 10d I 16d I 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CN W— 1 LUS46 18 3 " 4J" 2 — 4-16d 4-116d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL 1 I" HUS210-2 14 3� 9{� 2 8-16d 8-116d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 COUPLER NUT D U —FIR AR H PINE ALLOWABLE LOAD ART�'x12 STU 5" 1 FASTENERS UPLIFT LATERAL CODE 8 MODEL AVG UPLIFT (133/160) REF. No. GA ULT. SIMPSON TAKE—UP WASHER TO RAFTERS TO PLATES I TO STUCDS (133) (160) F Fz 160 Acceptance of these drawings (toes not authorize the right to HGAIOKT 14 4—SDS "x12'" 4—SDS41'x3" 1523 1 435 435 1165 940 build Wlthoutthe 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 SP4 rrequirements with such agencies prior to construction. T TWO 8d NAILS THIS CNW— SIDE OF TRUSS. COUPLER NUT SP4 NRC)JLCI: TOTAL FOUR ° /° SE A MINIMUM OF STU 55 ANCHOR BOLTS LSTA21 SIMPSON 8d NAILS TWO 8d NAILS THIS MTS16 SIMPSON INTO TRUSS. SIDE OF TRUSS. MTS16 TAKE—UP WASHER 8d NAILS HD2A Strong—Tie ,. .. TOTAL FOUR /. m INTO TRUSS. °' LSTA21 HUS210-2 3-* 1 L E R,�.,�, I TWO ° F1 LV .� 8 AILS PLATES ®° 1155 SIL`�ERI"! ERE RfO :E3 EIGHT nN0 ° 8d NAILS Bd NAILS INTO o m° DETAIL A STUD Simpson Strong Tie PLATES " " GREET I�C}RT, 11 Y 11 Q�� H7 EIGHT IN NAILS ® DETAIL 1 11 DETAIL "G"' DETAIL "J" BUILDING # 34 STUD Simpson Strong—Tie H7 Simpson Strong-Tie „ „ LFTA ROD SYSTEM DETAIL L SCTM # 1000-47-02-00 EFTA EFTA DRAWING TITLE: Ridge Strapping LSTA30 DRAINAGE & ROOF RUN—OFF NOTE AND CALCULATIONS BP RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 SIMPSON WINDLOAD 1'—O" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. STRONG-TIE DETAILS 1'—O" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. ' NOTE: 1'—O" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft, I : /ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE / ROOF DRAINAGE TALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS ROOF AREA = 1068 so/ft I'• 3" THROUGH ROOF CALCULATIONS AND 2'• THROUGH ROOF j LTP4d FLOOR II N 112" THROUGH ROOF 2- ROOF V = A x R x c = PLUMBING RISER DIAGRAM A = 1068 sq/ft I 3' LTP4 2' 3° R = 2" RAINFALL = .17 ft i C = COEFF. = 1.0 LTP4 ..��. JNOTES: DETAIL "C' V = 1068 x 1 x .166667 = 178 C.F. ? THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ' EXISTINGMASTER� ' I? DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO INFRINGEMENTS WILL BE Simpson Strong-Tie lara� 2.. 3" 2" 2.. 2, PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIF" ALL 2., 3' 5 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B" Floor-to-Floor Connections 178 / 42.25 VERTICAL FT. / FT = 4.2 V.F. Ridge Strapping , DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 Detail ST USE (2) 8 DIA. POOL 2-6 DEEP = 5.0 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FLOOR 1 st FLOOR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS Simpson Strong—Tie 2.. 2 2 2" OR Floor-to-Floor Connection. 3' 2 178 / 68.4 VERTICAL FT, / FT - 2.6 V.F. SEA,L: DATE: z 3 USE (1) 10 DIA. POOL 3-0 DEEP = 3.0 V.F. 4SEPTEMBER, 09 2022PROJECT No: a _ ALL SIMPSON ERTO HANGERS HAVE BEEN CERTIFIED G AN COMMERCIAL CONSTRUCTION DETAILS �(�f wi j\ 1 135-2022 ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. CRAWL SPACE 3 POOLS TO BE PLACED ON OPPOSITE SIDE OF �� , P DRAWN BY: ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF A F.A. VENT E., HOUSE AND/OR LEADERS TO BE PIPED TO i o�N-� CO BDK ABOVE GRADE NEW YO R K STATE 21, 2" 3 4" 4" POOLS (1/2 OF THE ROOF TO DRAIN TO EACH ���� CHECKED BY: :�. �� TO SCWA APPROVED SEWER SYSTEM POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC : �• > ' <�, ( - SHEET NUMBER: N O SUBSTITUTIONS COMMERCIAL CONSTRUCTION DETAILS- SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). All framing hardware shown on these plans, \V ,% unless otherwise indicated, is Simpson Strong—Tie. ALL CONSTRUCTION TO CONFORM TO ASCE STANDARDcz� No substitutions are approved or couthorized. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA SI Due to the relationships of framing hardware to (SEI/ASCE 7-22) p y g PLUMBING RISER DIAGRAM (NTS) WHERE TRAFFIC IS TO BE PRESENT. the other components of the structure, an framing � =----�`- ��'' '-"� � hardware substitutions will render these plans ACCESSIBILITY CONSTRUCTION D ETA L S IF A MULTIPLE POOL SYSTEM IS USED AROUND THE Lug NUIv,f Elt uH null and void, and will result in the installer/contractor HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL assuming responsibility for the desiign and ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION BE DIVERTED TO EACH POOL © performance of the entire system. TO CONFORM TO 2009 Al 1 7. 1 D> >cNAssoe�TEs, 1� a FIN— KER DESIGN ASSOCIATES residential & commercial design e consulting P0.Box 1675 phone, I631)433-9084 Southold,New York 11971 F- ioil: ssbn6545opton1!ina,ne1 Kehl Design Associates,LtC©formerly D A K Associates,LLC 33'-04" 33'-04" OWNERSHIP & USE OF DUCUMENIS: 5'-53,, 12'-24 11 -08 4'-4„ s � These drawings and specifications including the A ideas, design and arrangements represented 1 t therein, are the property of KEHL DESIGN PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH b ASSOCIATES, LLC. No part thereof shall be 3 THE 2020 BUILDING CODE OF NEW YORK STATE AW41 v AW41 v 842 copied, disclosed to others or used in connection 1 with any work or project other than for which 45 "x 26" 45J% 26" 44"x 48�" they have been prepared without written consent. Awning Awning DBL Hung — — — — — — — — — — — — — — — — — — — — — — — — j, — — — — — — —� ALL HEADERS ARE TO BE (2)IY4"X 74" LVL — 10 -13„ N 3„ - - - - _ - - - - - - - - - - - - - - - - - - - - _ - - - - - I 4 CL v 10 -14 (UNLESS OTHERWISE NOTED) I REV, I � I I I 02-27-23 1' NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 03-05-23 1141 I I BEDROOM KITCHEN � BUILDING CODE OF NEW YORK STATE I I Ex. Min. 2" PC. Slab �� Ex. Mln. 2" PC. Slob 03-13-23 n a' I 07-27-23 Q�;3 I ��m �a 0 BEDROOM CD DINING �� NOES: 4" 4 I Q AREA -Ex. 8" CMU. Pier Ex. 8" CMU. Pier 4 4 - © Provide Insulation Baffles as required at Soffit 8' 3 3 m Locations to Provide for proper attic ventilation 10'-64" 10'-64° 10'-64" 8" t 0 8'-11 " FCO D r- —7 \F_ 1 -1 ® Provide R-49 Insulation in all Flat Ceilings as per M O O I Existing (2)2x10 Girder 1 Existing (2)2x10 Girder 1 Existing2 2x10 Girder 2018 IECC International Energy Conservation Code with (1) 1;% 9�" LVL Sistered I with (1) 1y'x 93" LVL Sisteredl with (1) 13% 9"' LVL Sistered 2 68 2668 0 Ice and Water Shield to be used Beneath an damaged roof I ( I I J. Y 9 ZEx --_J s shingles or areas of repair on the roof B I I I I B 14'-9" ® Provide Simpson Tydown or Hurricane Strapping to the rafters 1 —la 201 at all locations of the Interior that are Exposed during the ( I . 2'-0"x2'-O"x1'—o" /Ex. 2'-0"x2'-0"x1'-0" I I oD removal of mold or deteriorated interior surfaces. Ln " a Ln 'n I I I Concrete Footing oD Concrete Footing I I m Provide lx6 Azek or Equal to all locations of the fascias that q N I I � Lo N are repaired due to Mold or Deterioration. I I � � � I I N x rlC0 N \IF 8° CMU. Pier N Ex. 8" CMU. Pier N o ® Blue Skin House Wrap or Equal to be Used Under Siding for All o Locations Repaired I I -TF - wOFRK NOTES: 8"-8 ® Remove and Replace any Insulation that shows signs of mold Existin (2)2x10 Girder 1 Existing (2)2x10 Girder Existing (2)200 Girder LIVING I with (1) 1J"x 9}" LVL Sistered 1 I with (1) l 'x 9 LVL Sisteredl with (1) 14"x 9 ' LVL Sistered or deterioration with R-15 Insulation ROOM /Ex —JL _J® Remove and Replace any Siding that shows signs of deterioration I 4 4"M ADA Co x J with New Cedar Wooden Shingles r' ^ 4 4�o . 2'-0"z2'-0"xl'-0" Ex. BATH a ® Remove and Replace any Sheetrock that shows signs of mold Concrete Footing o� Concrete Footing or deterioration with New 8" Type "X' Fire-rated Sheetrock I Ex. Min. 2" PC. Slab I I I Div I Ex. Min. 2" PC. Slab I I DEE] 0 10� I I I 23'-24 ALL COMBINATION SMOKE DETECTORS I L _ - - - - - - - -- - - - _ _ _ _ - _ - - - - _ J I AND CARBON MONOXIDE DETECTORS I �� I AW41v AW41v 4PJ"x 241" 441"x 24J" AW41v ARE TO BE CONNECTED WITH A CENTRAL 1'' • 45"x 24}" 3„ 1„ Awning Awning n — — — — � — — —� — — — — Glr rAwning 7'-84 2 -64 N MONITORING STATION AND TO BE g AW41v 44i"x 241" 441"x 244" AW41v MONITORED CONSTANTLY AS PER THE 24" Conc. Filled sang A � � Awning Awning RAMP Tube Cut in Half I 201 Nam , 2020 BUILDING CODE OF NEW YORK STATE. I Min. 3'-D" Below I " Final Grade I 1' 3' 111„ 3" 00 I N � ��wJ PLANS TO BE SUBMITTED TO SOUTHOLD 4"I 4' 4 ' a I �.x J �—__—_____—__—________— TOWN FIRE MARSHAL PRIOR TO I 4x4 ACID Post attached to (aa �I" = o 2)2 8 AC( 10" Conc. Column with Simpson ENTRY INSTALLATION I 4x4 ACQ Post attached to I Gi der 4x4 Post Anchor and 5" Anchor co I 10' Conc. Column with Simpson 9 i o VESTIBULE I kB I I 4x4 Post Anchor and e" Anchor 4 Bolt on 22" Conc. Filled Big Foot. a = DECK ; 1 I I W Boll on 22" Conc Fil',ed Big Foot. 8 -- I I m ALL I N TE R 0 R EI N I S H E S ARE TO I I Accceptance of these drawings does not authorize the right to " I build without the authorization of local governing agencies, such I COMPLY WITH THE I I 24" Cone. Fined sore I g , 2020 BUILDING CODE OF I I Tube Min. 3'-0" Below I I 201 as Suffolk County Dept. of Health Services, Town Building Final Grade N I 1 , Departments, DEC, FEMA, etc. Verify all conditions, codes, and NEW YORK STATE 5' 2'_g" L — _ 114 14" � - — — — — — — requirements with such agencies prior to construction. 3042 3042 x8 AGO Gir ,r PR0IJEGT: 36"x 49" 36% 49" co 00 DBL Hung DBL Hung — FIRE EXTINGUISHER 4x4 ACQ Post attached to I � 39 1 L CLASS ABC, 5LB, 2A: 10B: C E R --3. 10" Conc. Column with Simpson of _ +8\\� A S PER TABLE 906.3(l ) FIRE 4x4 Post Anchor and e° Anchor a v� , 4x4 ACQ Post attached to „ Bolt on 22" Conc. Filled Big Foot. °x c^°�\ 1D" Conc. Column with Simpson ¢ -10" 2'-14" -5$" -68" -6" 7'-6� EXTINGUISHERS FOR CLASS A " 1 L L 4x4 Post Anchor and i" Anchor I D1 .. °�' a 7'-1114 11' 14 -0 " FIRE HAZARDS BASED ON, Bolt on 22" Conc. Filled big Foot. _ 33'-04" LIGHT, (LOW), HAZARD ADA Ramp Slope to OCCUPANCY be Greater than „ ,„ �143 .�, 1 :20 and not steeper -104 6 -104 4'-104 'f155 SIL�/ER� �EEQ ,® than 1 :12, Rise (No GREENPORT, 14Y 11944 more than 30 per FIRE SPRINKLER SYSTEM TYPE R13 TO BE Run). BUILDING # 34 EXISTUNIG INSTALLED THROUGHOUT THE BUILDINGSCTM # 1000-47-02-09 FLOORUNIT 34 AS PER THE 2020 BUILDING CODE OF I ADA Ramp Slope to ' ADA Ramp Handrails NEW YORK STATE. require on both sides be Greater than DRAWING TITLE: SCALE: 1/4"= l'-O" PLANS TO BE SUBMITTED TO SOUTHOLD of the ramp if rise is 1 :20 and not steeper ; TOWN FIRE MARSHAL PRIOR TO than 1 :12, Rise (No greater than 6" s INSTALLATION more than 30" per AS NOTED Top of Handrail to be between 34"and 36". Run). ALL STAIRS TO HAVE A MAX. RISER HEIGHT OF 7" AND A MINIMUM All Handrails are to be TREAD DEPTH OF 11". ALL HANDRAILS TO BE INSTALLED AS PER THE Install as per 7 -114 11 14'-O� 2020 BUILDING CODE OF NEW YORK STATE ACCESSIBILITY CONSTRUCTION 17NOTIES: DETAILS 33'-04 ' J THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ALL SPACES, AREAS, DETAILS, DESIIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ROLL-IN SHOWER TO COMPLY WITH THE DIMENSIONS AND CONSTRUCTION PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL ACCESSIBILITY CONSTRUCTION DETAILS TO CONFORM TO 2009 A117.1 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION) FOUNDATION PLAINI UIN. IT 3 UNFORESEEN PROFFIELD AL ASSUMES NO LIABILITY FOR OMPED UP DUE 9 NTSNOT OR _ UNFIORESEEN FIELD CONDITIONS AND DR ADDITIONS BASED UPOfJ COMMENTS NOT TO CONFORM TO 2009 Al 17.1 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SCALE: 1/4"= l'-O" t :SEA IL: DATE: _ DECEMBER,14 2021 PROJECT NO: �0F NE4 1 1 12-2021 �P� J Cp 10 DRAWN BY: Hip B D K � � y CHECKED BY: RB SHEET NUMBER: © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. - j 4 " `�_ ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED i00! 0- 001 UNDER FEDERAL COPYRIGHT LAW, Jf SESSION#�� Jt'" PLANS MAY NOT BE REPRODUCED WITHOUT13 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF uUB riuh�BLK: OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © IEFII.;DESIGN"ASSOCIATES, u.c PROOF OF PURCHASE. ` �, ,L- y -"/ .b_ i�a'""1 ,—.../ - 'yam"., '�.,• ,� n. 'Imo, KEHL DESIGN ASSOCIATES LLc 33'-O4 T residential & commercial design . consulting ' -34,> ill 0'-28„ ill 0'-28„ -34„ 33'-04" PO.Box 1675 phone: 1631;433-924 A. Southold,New York 11971 E-Mail: ssbn654,1 optonline,nel I I I 201 I Kehl Design Associates LLC a formerly D A K Associates,LLC A UWNEkSHIr' & USL OF DOCUMENIS:/ 201 These drawings and specifications including the ideas, design and arrangements represented 00 therein, are the property of L:EHL DESIGN = PROVIDE HURRICANE STRAPPING IN ACCORDAPNCE WITH ASSOCIATES, LLC. No part thereof shall be THE 2020 BUILDING CODE OF NEW YORK 'STATE copied, disclosed to others or used in connection 244DHI040-2 N D I D with any work or project other than for which 244DH3040-2 FWG6068L Tempered Sashes �N _ — — ---- _ 244DH3040-2 FWG6068 244DH3040-2 they have been prepared without written consent. (2)1j"x9j" LVL Hdr. (2)14"x9}° LVL Hdr. (2)14°xg�" LVL Hdr. ALL HEADERS ARE TO BE (2)13/"X 74" LIVL - , 32'-51 3 " (UNLESS OTHERWISE NOTED) s REV. 32 02-27-23 i 00 00 FNOTE: PROVIDE FIRE BREAKS AS PER THE 2020 I N 03-05-23 oj n n BUILDING CODE OF NEW YORK STATE: of � 12'-34 7'-104 12'-34" �0 03-13-23 o — 07-27-23 ---- o NOTES: --- c� P © Provide Insulation Baffles as required mt Soffit N y.eo �e het N _ Locations to Provide for proper attic veentilation -INg 00110 Q a (2 Provide R-49 Insulation in all Flat Ceilitings as per �� oco K; Q N W N o WC ,N 2018 IECC International Energy Conservation Code Q N ,a m m o © Ice and Water Shield to be used Beneath any dormcged roof p Ln Wp pp o kB shingles or areas of repair on the roof B 1 3 " —24 31 ® Provide Simpson T down or Hurricane Strapping fro the rafters 1 to B DR )0 B 201 ? I 201 P Y PP 9 201 I N _ N at all locations of the Interior that are Exposedl during the _ 1. —INLIVING removal of mold or deteriorated interior suorfaces. Ridge Beam "A" N ROOM ~ BEDROOM i I Q C." N - m '� ° m Provide lx6 Azek or Equal to all locations of the fascias that �- Ri go nt 1 - N J I �'_ U are repaired due to Mold or DeterioratioDn. a ; All Walls and Ceilings IL I .�� U, tcD be Covered with co eo N N _5 „4 -7 ® Blue Skin House Wrap or Equal to be Used Under Siding for All M " 8" Type Co "X" Sheetrock of �coR �� I o SHOwER Locations Repaired SWORK NOTES: W Z 0 Pitch 0 Remove and Replace any Insulation that shows siggns of mold ��Q LU Z � of'01 J Q or deterioration with R-15 Insulation �.Q CoEl r N NI ® Remove and Replace any Siding that shows signs (of deterioration �' N N �' `i = with New Cedar Wooden Shingles M of o DINING ; n cab ® Remove and Replace any Sheetrock that shows siggns of mold —__c o A AREA o= 0 or deterioration with New " Type 'X" Fire-rated 'Sheetrock c) Mirror O 2 -7n�4,_21"I� -54„ c -------- N 00 o� ---- (7 U d I 32'-51" ^�o, 1 4 FIRE 1 Lin f 8' 1 C ling ht N ^� m 32 ExT cab 3� , ALL COMBINATION SMOKE DETEECTORS (2)14"x9 LVL Hdr. �If) (2)14"x9�" Hdr. (2)14"x94" LVL Hdr. ^� (2)14"x9�" LVL Hdr. AND CARBON MONOXIDE DETECTORS 3068 0.� 3068 T0. 1„ ------------- ARE TO BE CONNECTED WITH A CENTRAL 68�t0. ---- 244DH3040 32 5'-71" 32 -64 `N 4 DH o4o I A MONITORING STATION AND TO BE 244�H30�o 4 201 �' MONITORED CONSTANTLY AS F'ER THE 00 U _ DO 2020 BUILDING CODE OF NEW YC;RK STATE. 00 This Roof System > Q I ENTRY D PLANS TO BE SUBMITTED ,O S,OUTHOLD I t° be Built - ----- - - -- ------- , T � > � -f----- Over the lop of 6' --------------------------- , S A he Main Roof < _ KITCHEN VESTIBULE TOWN FIRE MARSHAL PRIGr, TO o INSTALLATION o KITCHEN A _ _ 2x6 Ceilin oists 16"oc. 11,31 8' 1l' AFF. ,3 2 ALL INTERIOR FINISHES AfRE TO 1 `° Acceptance of these drawings does not authorize the right to UTILITY N bluild without the authorization of local governing agencies, such (2)2x6 C ding Flush Beom `� oa Q L B 9 1 AFF. RM. I I g COMPLY WITH THE B � 4': 201 $ 00 201 `Q Q i; as Suffolk County Dept. of Health Services, Town Building Ceiling 201 2020 BUILDING CODE lOF zM. J1 Diepartments, DEC, FEMA, etc. Verify all conditions, codes, and Joists NEW YORK STATE requirements with such agencies prior to construction. E.P. - 8 -18 AFF. -- -----1 -- --------- ----------- �, UP CONCRETE RAMP LANDING �, � —7 FIRE EXTINGUISHER LANDII IG CLASS ABC, 5LB, 2A: 1 (OB: C _114„ _14 , AS PER TABLE 906.3(1 ) FIRE , '" , _ �Ft EXTINGUISHERS FOR CL-ASS A 7'-113' 11' 14'-02" I FIRE HAZARDS BASED (ON, 1-H ADA Ramp Slope to LIGHT, (LOW), HAZARD be Greater than 5� 32„ 58' 32 -44" 3� 32 5)-22" 3 " 1 :20 and not steeper : OCCUPANCY Q 24'-61„ ROOF FRAMING PLAN UNJIT 34 � 1155 SfLVERh� ERE �O�►® than 1 :12, Rise (No 1 2 i GREENPORT, NY 11944 more than 30" per w SCALE: 1/4"= 1'-0" ADA Ramp Slope to FIRE SPRINKLER SYSTEM TYPE R�13 TO BE Run w be Greater than INSTALLED THROUGHOUT THE BUILDING p BUILDING # 34 1 :20 and not steeper AS PER THE 2020 BUILDING (CODE OF SCTM # 1000-47-02-09 ADA Ramp Handrails z than 1 : 12, Rise (No NEW YORK STATE. require on both sides U more than 30" per PLANS TO BE SUBMITTED TO S�OUTHOLD of the ramp if rise is _ — s„U _ 1„ Run). _ "' 1, TOWN FIRE MARSHAL PRIOR TO DRAWING TITLE: neater than 6 4' 18 lOg 7 104 -24 9 � INSTALLATION Top of Handrail to be between 34"and 36 7'-114" 11' 14'-Oz" AS NOTED All Handrails are to be ALL STAIRS TO HAVE A MAX. RISER HEIGHT OF 1" WAND A MINIMUM Install as per TREAD DEPTH OF 11". ALL HANDRAILS TO BE INSTALLLED AS PER THE ACCESSIBILITY CONSTRUCTION 2020 BUILDING CODE OF NEW YORK STIATE NOT ES: / DETAILS THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ALL SPACES, AREAS, DETAILS, FLOOR` DESIIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE DIMENSIONS AND CONSTRUCTION L N L� IT 3 ROLL-IN SHOWER TO COMPLY WITH THIS PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL TO CONFORM TO 2009 A117.1 ACCESSIBILITY CONSTRUCTION // DETAILS FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. 1HE DESIIGN PRDFFESSIONAL ASSUMCS NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR �n ALL SPACES, AREAS, DETAILS, DIMENSIONS ANCD CONSTRUCTION UNFIORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT SCALE: 1/4"= 1'-0" TO CONFORM TO 2009 Al 17.11 FORIMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LANDING :SEAL: DATE: DECEP 1BER,14 2022 PROJECT NO: �y� 1 135-2022 J� 5 J C'd co 190 � DRAWN BY: -- �Q �� N BDK ». ;f4 c• HECKED BY: bHEET NUMBER: © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. �6a� ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ys' P a5 S�O�Q� 0' UNDER FEDERAL COPYRIGHT LAW. 'OF[ O z PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBER: OF KEHL DESIGN ASSOCIATES, LLC. x. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEHbDESIGN•ASSOMTES, uc PROOF OF PURCHASE. �_iJ1Ll._1 LIIL I I II Uj�__1,11�L1. 1,�I LI I IJ I T�I LI Tl LII I I II I LII ILL.�lJ U IJI I 1I 1 ILI l II�I LI_I I I LI I L I�L_IIUILII LJLJ II�ILIAI I I I'III I IIJJ_l_LU_ a G 2 Ridge Beam Ex.Ridge Vent IIll_ i�ll1_I,L LJ Ex. 3 2x8 Ridge Beam Ridge Leam "A" _ CDX Roof Sheathing 3 C 3 LH L�LllWIShield' DX Gusset Plate s CDX Gusset Plate Ice and Water ALL _LI CDX Gusset Plate Ex GAF Architectural Roof Shingles l� �,';, 4- �-1,y,. iII'.iI iiEif�:I I ILII' s-.111 IL_ kLLJ__ IIII LLI ICU II II II 1LtT_LllLWLL1�LJJ l �I1J LJ LUIIJIJJ�ILWLIW total R45 Insalation JIL11J1 L l l U L 1U LLLILI W!1J_I I ��I LL U I I I I 1 I �� �J �� LEI c V EH ASSOCIATES nc �.i _j i_tI_ _ ILII ICI I Il JJ I II I JT�� IIJLJ� L " CDX Gusset Plate Ex. 2x6 Rafters 16"oc. u l�Li11L DESIGN t�SSOLz1L� S� 1-JJ_1W-LL LLL ]-LL-LI_. I LL, �� L 11llL11_ UJ_JJ 1L1 4 r �� 1 J-�!�u l Total R45 Insulation dd�e �+ ° k o eaal 2X8 Sub Rafters 16"OC. residential & commercial design . consulting I I I LL_LLII L I I U I L1 1 L 1 I_I I U 1JLI�LL 111LLI_LL ll_I I_LI_I_LLLI_I-L I_W I_I I�l 11.111llL li1Ullll LJl I J1HU_I LLL 1 LULL LUL111�lllllllll LU LL1 U 1 L I L_I �LI L L I_JJ_11EL I LL LU L IJ I1 I1 L1LIU I L L I L LL_Li U I I L L IL L 11JJLLLIII�LLL Ulf s e J_li JLI LJ Ll LJ ILL iLl-LLLI1_ L I �_ L I L �LI L LL J J ' 4 CDX Gusset Plate ° a 11L1.L11111U1JLLLL 1LJ__L 111 LLL1 LLL 11_L Total R45 Insulation 6 N �} a S �' PO.Box 1675 phone: �631�433-9084 !1JE _LLJL _I111- - IJ !I- IJ_1I_ - JL -H Il _II_IJ LllL _J 1 1111_I JLll �T1 JTtI I_ll_I I- !J1_l ._llll 2x8 Bottom Chord 2x8 Bottom Chord ' S.•• �; O Air Vent / Insulation Baffle a Southold,New York 11971 E-Mail: ssbn654@opton!ine.ne1 Lt I_L1i_-!J JLi LLL'' _-LL-L�I I I -11 I ® Simpson Tydown I II 11 L� I I I 1 C Ix6 Azek Fascia L L- 1 lL �� Kehl Design Associates,LLC o formed D A K Associates,LLC Il_LJ1LLt IJJ_ULLt�1J11L iLIIllILllLL11'L�U��IIL 1LLL1 l Ex. Vented Soffit �, g _ ..... Y LLl1ULL-1IJ1 LllJlll - L T! LLLLi LL 11 �L (2)2z4 Top Plate OWNLRSHIP & USE OF DOCUIv1ENTS: -j�' Jll IjLf�i 1I 11 II LLllfT llL 1_LJ1 II I IUJJ L LI�L LLLL �1 q" Exterior Sheathing u 1L1 1�� I IIII II II LL ® Blue Skin House Wrap or Equal a These drawings and specifications including the Jf L 244DH3040 244DH30)4D1 244DH3040 244DH3040 � uLLI� All Walls and Ceilings �W �� ® Cedar Siding � ideas, design and arrangements represented LL ll I �W1 U 1 Ll1LJ1T ILu1JJ1 J1JLl LU 1i_11�L11!J11LLl_LL-l-l�t_11J.L11.11-1J 'Lfl� 111LJ-1 J Lll TLLLLL tLLLllJL LL ALL Ex. 2x4 Stud's 16"oc. to be Covered withT �x therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No art thereof shall be L lLI IU _ILLIJ-LLJL1iJl1L�IUllllJ1 1�L11� LL ILLL I II (see RES Check) 8" Type "X" Sheetrock P L JJ LIJJLLLL1LTLlLJLLILLLLJl 1J�LJ.LI LJ, L ILL ILL II ti II-1a'_ ILLL ILLI L[ ILLL ® R-15 Insulation Max. that will ® copied, disclosed to others or used n connection R-151nsulation with any work or project other than for which ll_1.1L-�__1L L 1J�1JJ -J�LJI LJIJLJ Liu 1L LJ_lJ TLJ L1L fit in wall cavity 3„ 1Lll J 1L i!J11 J L!A I-I J I LL 1_J_ULlll l�_I lLI1 I lll _-- 1L1 LJ LJ J 1!Jll 4 Finish Floor they have been prepared without written consen+.. 11_LIi1 J-LL-1'I.d-"J LJ tJ L1Llllllll1l �11llLlLlLILI_I 11 L� LL1 �LLLLUI Ex. 2x4 Sill Ex 4" Subfloor Sheathing �= l 1' II iI I" I ' II I II REV. Ex.2x8 Box Beam Existing (2)2x10 Girder Existing (2)2x10 Girder L`R-30C ith (1) 1j"x 92 LVL Sistered with (1) i4"x 9z" LVL Sistered R-30C Insulation 02-27-23 Insulation R1EAS ELEVATIO -30C Insulation 03-05-23 Ex. 8" CMU. Foundation Ex. 8" CMU. Pier Ex. 8" CMU Pier ° 03-13-23 2" PC. Slab Ex. 2" PC. Slab 2" PC. Slab 07-27-23 I III II II II LI III I ,SCALE: 1/4"= 1'-0" I Ex, Ex. 2'-0"x2'-0"Xl'-0" L 1L Ex. 16"x8" Cone. Ftg. K Min. 3'-0" Below Concrete Footing J Final Grade,LiL CROSS SECTION III I I ' PROVIDE HURRICANE STRAPPING IN ACCORDALVCE WITH �11 II 1 I II I_ W II LI II II ' ill ll I SCALE: 1/4"= 1'-0" THE 2020 BUILDING CODE OF NEW YORK STATE 1L1_LLJ L11� J 1L Lf11 J1 111 1J11 IL I I Ll L_!J I I III Y 11Lll_ L1-11.1LI 11 LJ 1 I1 L LI 11 �U J201 :]Lin j I_I IJ LJJ IIIII IIII IIIII III ILJL III II L I III III aiLLL]_U1 _]1_[ ALL HEADERS ARE TO BE (2)13/"X 74"' LVL 1JLtJJJLLI_ I d_J ILL ILLLI II It_I LI I I II II III ll LI LUTW� 1111L III (UNLESS OTHERWISE NOTED) 244DH3040 244DH3040 Tempered 1LLJL u� L L� !, Tempered _�T1-lI LL1L-LL�_JJ JL �L1W�LJ 1 1 L LI-al I ll1JLLLL I J I III 1 11 tllL LLJ L1J J LIU I L LL 11 L I A NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 LLJI II 11 L II IllLILlll BUILDING CODE OF NEW YORK, STATE ,Ll I I I J II II 11II III �11 II II III LI 1� x13' Rafters with 12"x15'x 4 jf II_II I III II III CDX Gusset Plates @ 48"oc. NOTES. 1�1 .L II II IIII I 3 Ridge Beam "A" Ii ill 4 ' CDX Plywood Gussets 4" CDX Plywood Gussets O Provide Insulation Baffles as required oat Soffit Y R 45 t Locations to Provide for proper attic veentilation • - nsu a ion Ex. 2x6 Rafters 16"oc. _ ® Provide R-49 Insulation in all Flat Ceilirngs as per x u Rafters oc. 2018 IECC International Energy Conservration Code 4 CDX Plywood Gussets 2 8 Sub R fte 16" g' 3" PI w CD Ice and Water Shield to be used Beneath any darrnaged roof 4" CDX Plywood Gussets shingles or areas of repair on the roof 4" CDX Plywood Gussets Ex. 2x6 Rafters 16"oc. ® Provide Simpson Tydown nt Hurricane Strapping to the rafters WEST ELEVATION at all locations of the Inferior that are Exposed during the 2x8 Sub Rafters 16"oc. R-45 Insulation 4" CDX Plywood Gussets removal of mold or deteriorated inferior surfaces, CD Provide lx6 Azek or Equal to all locations of the fascias that SCALE: 1/4"=1'-0" O Air vent / Insulation Baffle 4" CDX Plywood Gussets are repaired due to Mold or Deterioroticrn. lTl1 ®Simpson Tydown ' ® Blue Skin House Wrap or Equal to be Used Under Siding for N! 1. 1 1 � Azek Trim — Locafions Repaired II Vented Soffit 1J1._L� Ex. (2)2x4 Top Plate CD Remove and Replace any Insulation that shows siglns of mold ,iI,LLl ILL II LI IIIL_ IIII II LLI LL I_ I A Ex. 4' Exterior Sheathing New 3 Ply Truss Beam or deterioration with R-15 Insulation ® Blue Skin House Wrap or Equal ® Remove and Replace any Siding shot shows signs (of deteriorotion I_ ILL III II II ILI ® Cedar Siding LIVING �1 Ex.2x4 Stud's 16"oc. i with Ilew Cedar Wooden Shingles ROOM BEDROOM CL._ BATH SHOWER ® Remove and Replace any Sheetrock that shows signs of mold -LLI1 U I _ll I.-11 1 I (See RES Check) R-30 Insulation All Walls and Ceilings ' ® R-15Insulation Max. that will 4" Finish Floor to be Covered with '-14" 3'-7" or deterioration with New 8" Type "X" Fire-rated Sheetrock II I LI 11 fit in wall cavity 3„ 5, R-3o Insulation Acceptance of these drawings does not authorize the right to J ILL_ Ex. 2x4 Sill Ex. 4 Subfloor Sheathing g Type "X" Sheetrock ? build without the authorization of local governing agencies, such LLJ LLT1_LLtll1L_J�ll, R-30 lnsulotion 9 9 9 1 1 11 LLllLUL LLll as Suffolk County Dept. of Health Services, Town Building Ex.2xa Floor Joists 16"aa. Lx.zx8 Floor Joists 16"aa Ex. zx8 Floor Joists 16°oa. Departments, DEC, FEMA, etc. Verify all conditions, codes, and 244DH3036 Ex. 2X8 Box Beam Ex. Existing (2)2x10 Girder Existing (2)2x10 Girder Existing (2)2x10 GirderFr ALL COMBINAPON SMOKE DETECTORS 11 with 1 14'x 9 LVL Sistered with 1) 14'x 92' LVL Sistered with (1) 14'x 9�" LVL Sistered requirements with such agencies prior to construction. AND CARBON MONOXIDE DETECTORS 244DH3040 244DH3040 244DH3040 244DH3040 EX. 8" CMU. Pier fz. 8" CMU. Pier Ilia ARE TO BE CONNECTED WITH A CENTRAL 11J_LL ILLLLW E ' PROJECT: MONITORING STATION AND TO BE L�LL1;11 II III LJL LI III Ex. s" cMu. Foundation Ex.2" PC. Slab Ex.2" PC Slab z 2" PC. Slab MONITORED CONSTANTLY AS PER THE L111Jl_ 2020 BUILDING CODE OF NEW YORK STATE. LLJLIJLLIJi_l Ex. 1s'xa° Corso Ftg. Ez. 2'-o"x2'-Ex -o" Ex. 2'-o"x2'-o"xl'-o" U,_ILL IL Min. 3'-0" Below eF ` PLANS TO BE SUBMITTED TO S,OUTHOLD 9 9 R ' Final Grade. Concrete Footing Concrete Footing P I LVE �' s. TOWN FIRE MARSHAL PRIOR TO � � L INSTALLATION CROSS SECTION B 'k, In SCALE: 1/4"= 1'-01, ALL INTERIOR FINISHES AIRE TO LL 1155 SILVERMIE E ROAD COMPLY WITH THE 'NORTH ELEVATION 2x8 Ridge Beam GREENPORT, NY 11944 2020 BUILDING CODE OF EX. Ridge Ex. 2x6 Rafters - 16"cc. NEW YORK STATE SCALE: 1/4"= 1'-O" Ex. e CDX Roof sheathing © Ice and Water Shield BUILDING # 34 Ex, GAF Architectural Roof Shingles R-49 Insulation ® SCTM # 1 000-47-02-09 �J O Insulation Baffles ® Simpson T down 2x6 uai5t 6"ae. DRAWING TITLE: IT — FIRE EXTINGUISHER m Azek rriln CLASS ABC, 5LB, 2A: 1 0B. C Ex. Vented Soffit� AS PER TABLE 906.3(l ) FIRE Ex. (2)2x4 Top Plate /� EXTINGUISHERS FOR CLASS A LLIT 4" Exterior Sheathing _74" 4'-64" AS NOTED l ® Blue Skin House Wrap or Equal FIRE HAZARDS BASED ON, (S Cedar Siding �� ENTRY LIGHT' (LOW), HAZARD I ! I I IIII I I � I 11111 I I VL Ex. 2x4 scud's 16"oc. KITCHEN � VESTIBULE i.,NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE OCCUPANCY (See RES Check) DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO !IdFRINGEMENTS WILL BE U m R-15 Insulation Max, that will R-15 Insulation fit in well cavity 4" CDX Sub Floor PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL 1 2x4 Sill a FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 4" CDX Sub Floor DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR FIRE SPRINKLER SYSTEM TYPE FR 13 TO BE __ UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT INSTALLED THROUGHOUT THE [BUILDING ' FORMALLY ACY,NOWLEDGED AS REVISION TO THESE PLANS. AS PER THE 2020 BUILDING (CODE OF L 4" PC. Slab NEW YORK STATE• 3068 244DH304D `SEAL: DATE: II l II 2x4 ACQ Sleepers PLANS TO BE SUBMITTED TO SOUTHOLD Spray Foam Closed Cell Ins. R-21 1 Ex. 8" CMu. Foundation PROJECT NO: 2022 TOWN FIRE MARSHAL PRIOR TO ' 4',EIV 1135-2022 _ INSTALLATION 1 P� y� '� DRAWN BY: 1 Ex. 16"x8" Gana. Ftg. C�� � t'�ND l 1 Min. 3'-0" Below ,O �� �� BDK ALL STAIRS TO HAVE A MAX. RISER HEIGHT OF 7" AND A MINIMUM Final Grade. HECKED BY: TFEAD DEPTH OF 11". ALL HANDRAILS TO BE INSTALLED AS PER THE 2020 BUILDING CODE OF NEW YORK STFATE lift 5 2 a '—�'- '�'•'` HEL] NUMBER: CROSS SECTION © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ; . ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED � O" t 684 �� !r �, ROLL-IN SHOWER TO COMPLY WITH THE UNDER FEDERAL COPYRIGHT LAW. " p��� 51 A, 2 ACC ES, AREAS, CONSTRUCTION �/ DETAILS SOUTH ELEVATION ALL SPACES, AREAS, DETAILS, DIMENSIONS ANID coNsrRucTloN SCALE: = 1'-0" 201 PLANS MAY NOT BE REPRODUCED WITHOUT TO CONFORM To 2009 A117.'1 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Doi NUMBER: oF,.�: ' SCALE: 1/4"= 1'-O" KEHL DESIGN ASSOCIATES, LLC. 4 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE F PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEIbDESIGN•ASSOMTES,uc PROOF OF PURCHASE. A EliF P n rrd I= GENERAL NOTES: 7 SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 0 0 N A C TGeneral Notes: 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. 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir,/Larch #2 or better. �, , �I � I 4 GENERAL NOTES: (' ' -�IIrII ,r ". 2• FIRE SAFETY: f 2. All structural wood shall be in accordance with the national design specifications f(or wood construction - latest edition. 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING KEHL DESIGN ASSOCIATES LLC CODE OF NEW YORK, FIRE DEPARTMENJT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A B. LOCKED AREA. residential & commercial design e consulting 2. PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONITRACTOR 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 INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a Boca number and shall be manufactured by a registelred manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Boxl615 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. phone: @opto33 9084 5. Erect and brace trusses in accordance to truss plate institute recommendations. SouNhold,NewYork 11911 E-Mail; ssbn654optonline.net 3. MINOR DETAILS NOT USUALLY SHOWN IOR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 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. _ _-..Kehl Design Associates,Ll-co formerly DAKAssocintes,Ll 4 a. All plywood shall be in accordance with the American Plywood Association ('AP,A) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain tof face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. ;OWNERSHIP & USE OF DOCUMENTS: 5 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 RESPONSIIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better., GAS TO BE USED DURING CONSTRUCTION. g property of s represented ideas, desi n and arran REMOVAL TASKS. THE CONTRACTOR THIE 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 Uv'VORK. 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 PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7 PLUMBING WORK SHALL BE PERFORMED 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 ALL FREQUIRED 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 PERFORIVAED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN E 1 ,900,000 PSI ACCUMULATION. -05-23 a. Laminated Veneer Lumber (LVL): THROUGH THE BUREAU OF ELECTRICALL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 285 PSI 03-13-23 9. Fb = 2600 PSI 4. NOISE AFTER HOURS: 03- -23 THE CONTRACTOR SHALL DO ALL CUTITING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE RE-MOVED 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 FRZOM 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. WILL BE ALLOWED TO COMMENCE UNT-IL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR AINl RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY `.SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING TPHE 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 RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE TIHE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED 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 HE WILL BE RESPONSIBLE FOR ALL DPISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE TIHE 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 RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 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 CONSTRUCTION DETAILS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. 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 `n/ SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE NEW YORK STATE LOAD SPEED m h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS I CATEGORY RESIDENTIAL COMMERCIAL p 25 Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY ISLIGHT TO MODERATE 11 degrees YES 1984/199E C I 4A 4A 2018 International Energy Conservation Code IECC TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Lo, AND MINIMUM COMMERCIAL CONSTRUCTION DETAILS- CONCENTRATED LIVE LOADS9 DESIGN CRITERIA --- SECTION C503 ALTERATIONS OF� cE �tv y° PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE CONCENTRATED ALL CONSTRUCTION TO CONFORM TO ASC E STANDARD PS J• 229��� LOADS (psf) (Pounds) (S E I/AS C E 7-2 2) C503.1 General USES(s) AND OCCUPANCY CLASSIFI CATION J(s) 9. Dining Rooms and Restaurants 100m Alterations t0 any building Or structure Shall Comply With the requirements Of this section Iz A C C E S S B � I TY CONSTRUCTION, DETAILS C503 and the code of the new construction. Alterations shall be such that the existing USE OCCUPAfNCY 10. Dwellings (see Residential) building or structure is not less conforming to the provisions of this code than the Fo ��� Q,�og`' c` 25. Residential ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION existing building or structure was prior to the alteration. Alterations to an existing ARO�ESS1o�PIN- REsoRr RESIDENTIAL Bbuilding, building system or portion thereof shall conform to the provisions of this code TO CONFORM TO 2009 A117. 1 g, g Y P TYPE OF CONSTRUCTION (CHAPTER 6) ONE-AND-TWO FAMILY DWELLINGS as those provisions relate to new construction without requiring the unaltered portions of TYPE GROUP UNINHABITABLE ATTICS WITHOUT STOP,AGEI 10 the existing building Or building System t0 Comply with this code. Alterations shall not PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY CONSERVATION CONSTRUCTION create an unsafe or hazardous condition or overload existingbuilding stems. V B UNINHABITABLE ATTICS WITH LIMITED STORAGE I,J,K 20 CODE OF NEW YORK STATE (2020 ECCCNYS), BASED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY g systems. Acceptance of these drawings does not authorize the right to build wifhoutthe authorization of local governing agencies, such CONSERVATION CODE AND ASHRAE 90.1-2016 EXCEPTIONS: The following alterations need not comply with the requirements for new as Suffolk County Dept.of Health Services, Town Building HEIGHT AND FIRE AREA HABITABLE ATTICS AND SLEEPING AREAS k 30 PROJECTS TO COMPLY WITH CHAPTER 4 COMMERCIAL ENERGY EFFICIENCY,AS PER THE construction, provided that the energy use of the building is not increased: Departments, DEC, FEch etc. Verify all conditions, codes, and HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVAIT ION CONSTRUCTION CODE OF NEW YORK requirements with such agencies prior to construction. (NY)TABLE C402.1.3 a,i 1. Storm windows installed over existing fenestration. OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENT MINIMUM REQUIREMENTS,R-VALUE METHOD PROJECT: SLAB-ON -GRADE UFAUUL- VERTICAL 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 CLIMATE ROOFS GRADEGRADEWALLSABOVE WALLS BELOW FLOORS assemblies reducing solar heat gain provided that the code does not PLANE TO THE AVERAGE HEIGHT OF m ZONE ATTICS AND WOOD FRAMED WALLS BELOW JOIST/ OPAQUE FIXED OPERABLE ENTRANCE THE HIGHEST ROOF SURFACE UNLIMITED AREA PUBLIC ROOMS AND CORRIDORS SERVING THEM 100 UNHEATED SLABS q g g P F R O%AF, mr*k 3 STORY OTHER AND OTHER GRADEC FRAMING DOORS FENESTRATION FENESTRATION DOOR require the glazing or fenestration to be replaced. - 13'-7" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 4EXCEPT 1 +... 2020 BUILDING CODE OF NEW YORK MARINE R13 R-10 FOR 24" U-FACTOR U FACTOR U-FACTOR J. Existing COIIng Wall Or floor cavities exposed during construction provided BELOW 0.38 0.45 0.77 that these cavities are filled with insulation. STATE. R-38 R-3.8 ci R-7.5 R-30 R•4.75 GROUP R OR R-20 4. Construction where the existing roof, wall or floor cavity is not exposed. � L I. UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN SHGC SHGC SHGC THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE PF<0.2 PF<0.2 PF<0.2 5. Roof recovered. NY TABLE C402.4 TOTAL HEIGHT FROM RIDGE TO GRADE 1�'-5" ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED ( ) 0.36 0.36 0.36 6. Air battlers shall not be required and roof replacement BUILDING ENVELOPE FENESTRATION MAXIMUM 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 t0 the building do not include 1155 SILVERMERE ROAD TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE U-FACTOR AND SHGC REQUIREMENTS 0.2<PF<0,5 0.2<PF<0.5 0.2<PF<0.5 LOAD REQUIREMENTS. CLIMATE ZONE 4 0.43 0.43 0.43 alterations, renovations or repairs to the remainder of the building envelope. GREENPORT, NY 11 �44 LUMBER SPECIES AND GRADE j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN VERTICAL FENESTRATE THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE U-FACTOR PFG0.5 PFG0.5 PFZ0.5 ALL HOUSE FRAMING MATERIAL DOUGLAS [FIR - LARCH #2 AND BETTER ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED FIXED 0.58 0.58 0.58 BUILDING # 34 RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF FENESTRATION 0'38 SCTM # 1000-47-02-09 ALL EXT. DECK FRAMING MATERIAL CCA NC PIINE #2 AND BETTER THE TRUSSES. OPERABLEFENESTRATION 0.45 THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM ENTRANCE ALL COMBINATION SMOKE DETECTORS DRAWING TITLE: CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: DOOR 0.77 AND CARBON MONOXIDE DETECTORS i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY SHGC ARE TO BE CONNECTED WITH A CENTRAL 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 VERTICAL IN 12 UNITS HORIZONTAL. 0.2<PF<0.5 0.43 NEW CRAWL SPACE NA THE REMAINING PORTION OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A - 2020 BUILDING CODE QE NEW YORK STATE UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. NEW FINISHED BASEMENT NA SHGC NOTES: EX BASEMENT NA k. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED PFz0.5 0.43 TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS THESE: PLANS ARE AN INSTRUMENT OF THE SERVICE MID ARE THE PROPERTY OF THE . Ex. FIRST FLOOR 927 SF PF = PROJECTION FACTOR DESIGN PROFESSIOIJAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR NA i ------------- J 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 UTILITY SHED NA M. LIVE LOAD REDUCTION IS NOT PERMITTED. TABLE 1 004.5 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AIID OR ADDITIONS BASED UPON COMMENTS NOT NEW BALCONY NA MAXIMUM FLOOR AREA ALLOWANCES PER FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LOFT NA ATTIC (HOUSE)(a) NA OCCUPANT SEAL:: DATE: ATTICGARAGEEADDITION NA FUNCTION OF SPACE OCCUPANT LOAD FACTOR PROJECT 09 2022 NEW PROJECT N0: ATTIC GARAGE a NA 1135-2022 EX. UTILITY ROOM NA BUSINESS AREAS 150 GROSS DRAWN BY: EX. SCREENED PORCHES NA BDK EX. OUTDOOR SHOWER NA CHECKED BY: EXISTING DECK 55 SF SECTION 1015.3 NEW DECK NA COVERED NEW DECK NA SHEET NUMBER: EX. COVERED FRONT PORCH NA REQUIRED GUARDS SHALL BE NOT LESS THAN 4-2" © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. COVERED ENTRANCE NA HIGH, MEASURED VERTICALLY AS FOLLOWS: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED POOL HOUSE CABANA NA _� �Z> r C�;� w�T t' 1 . FROM THE ADJACENT WALKING SURFACES;. UN FEDERAL COPYRIGHT LAW. G1 ACCESSORY srRucruRE NA �_a �-� l.} �f ��=� � ��,y 2. ON STAIRWAYS AND STEPPED AISLES ER01M WRIPLANS MAY NOT BE REPRODUCED WITHOUT �, THE LINE CONNECTING THE LEADING EDGE'S ALL TPLANS AND TEN DESIGNSARE THEPROPERTY F DOB NUMBER: OF (a) WITHOUT STORAGE - SF+� 1 M SOLE0 (b) WITH STORAGE 2uc3 OF THE TREAD NOSINGS. KEHL DESIGN ASSOCIATES, LLC. 3. ON RAMPS AND RAMPED AISLES, FROM THiE THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE '! T" " :'a RAMP SURFACE AT THE GUARD. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEIIL DESIGN•ASSOCIATES, LLC PROOF OF PURCHASE, — TIE CONNECTORS SPECIFIED FOR CONSTRUCTION ' SIMPSON STRONG USE A MINIMUM OF TWO 8d NAILS THISU(JI M T S 2 0 L T S 2 0 UG-FIK LARCH Su. PINE UPLIFT SIDE OF TRUSS. PROVIDE (1) HGAIOKT ON ALLOWABLE LOADS 1'2 LOAD %: • ® o SIDE OF CEILING JOIST ''-` I�— 1." ! IL 1_LL1 FASTENERS LATERAL WITH TOTAL FOUR -- MODEL GA UPLIFT UPLIFT i• CODE Sd NAILS AND ON SIDE OF RAFTER (133/160) 8dx12' REF. NO. TO TO TO AVG NAILS r/ _ - �� - INTO TRUSS. i ( Ia II� RAFTERS/ PLATES STUDS ULT. (1133) (160) F F2 (133& e_ S TRUSS -_ SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION s-_ TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 9130 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND s KEHL DESIGN ASSOCIATES LLc 1 PROPER INSTALLATION PROCEDURES residential & commercial design o consulting H6 16 8-8d 8-8d 3983 9315 950 650 5, 44 s DIMENSIONS FASTENERS A4LLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° o ARTJ•x12 (TOTAL) AVG L-ENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAILS o e P0.Box 1675 phone: I631I 433 9084 Southold,New York 11971 E-Mail: ssbn650opfonline.net MODEL GA 2 CODE INTO . °• N0. MAX. CLEAR ULT. LFTA 2 22 3 32 LFTA REF. PLATES °p • • •° ° WIDTHSPAN L OTY DIA 112" 2" 22" 3" 32" 12 0• • ° EIGHT ° 4 INTO S P Kehl Design Associates,LLC o formerly D A K Associates,I I C 8d NAILS LFTA 16 24" 17" 38j"16-10d — 4200 1205 1400 5, 44, 85 STUD °. OWNERSHIP & USE OF DOCUMENTS: DADLLO FIR LARCH / so. PINE °° These drawings and specifications including the FASTENERS2 AaLLOWABLE UPLIFT LOADS 3 MODEL L AVG 10d 10d x 11" CODE NO. 10d 10d x , " ELT' LFTA ° therein, are the property of KEHL DESIGN ideas, design and arrangements represented REF. LSTA21 133 160) (133) (160) o ( / hali be Simpson Strong-Tie copied, disc osed Lto othersl part or thereof n sconnection MTS16 16 14-10d 14-10d x 12" 3116 1000 840 1000 3, 41, 128 ' o HGA10 °° °° with any work or project other than for which ° 11 they have been prepared without written consent. MTS20 20 14-10d 14-10d x 12" 3116 1000 840 1o0D 3, 41, 128 ARTJ'x12 DETAIL "K 0 0 0 LST20 20 12-10d 12-10d x 12' 2383 775 720 720 3, 41 °o 5 RE'V. OOUP DETAIL "E''' ° COUPLER NUT STU 8 — Equal number of �SIMPSON 02-27-23 DOUG-FIR-LARCH/ _ _ TYPE OF DIRECTION SO, PINE CODE specified nails in °° TAKE—UP WASHER 0 CONNED- OF LOAD ALL LOADSi REF. each end 03-13-23 MODEL TION FLOOR ROOF (`133/ Simpson Strong—Tie NO. (100) (125) CS16 1i60 G 515 645 E670 I , LTP4 5 J 515 645 E670 6, 39, 97 i ARTg x1 2 DETAIL "H" H 515 645 E670 MATERIAL DIIIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOEDOWN HOEDOWN ARTJ•x12 DEFLECTION DEFLECTION CODE STUDMODEL MACHINE AVG LENGTH OF BOLT �� AT HIGHEST AT HIGHEST REF. ANCHOR ULT, IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE NO, BASE BODY HB4 SB W H B So CL DIAB,8 BOLTS ° DESIGN LOAD DESIGN ® GA GA OTY DIA 12•, 2" 22" 3" 32 52 LOAD THE SILL ISED PLATEFF o 0 0 HD2A 16 12 413, 22 2 8 2� g 17 2 l 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO AVG W L STUD PLATE ULT. (133) ODE 2 OF / SP (160) R SP4 3 711" 6-10d x 12" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE °° ;WOR',K NOTES: N0. GA y� L NAILS ia,R REF.(133) (160) LSTA21 20 1 21 16-10d 905 1205 1295 7, 40, 90 °O DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0. GA F µ� L NAILS 00) (133) (160) REF, Simpson Strong—Tie STU MODEL 100 MSTA24 18 11" 24 -1 d 1025 1370 1640 7, 40, 90 LUS46 SIMPSON ` TE °F E�yY MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE TAKE—UP WASHER `' J. q q� NO. L SPACING REF. HD2A S Z (LENGTH END GA CUT LENGTH (TOTAL) (100) (133 / 160)2 oc P 29� OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT His pson Strong-Tie y . 28-8d 1235 1650 2 ARE TO BE TOP MOUNTED UNLESS OTHERWISE CS16 150' 14" 16 CLEAR SPAN +3'1" i'S 7, 40, 90 NOTED. FAILURE TO COMPLY WITH ALL NOTES "J.� O � DIMENSIONS FASTENERS DN. - IR AR N wA ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION MODEL HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE DETAIL "Fill N0. GA W H B ( ) ( ) BY A LICENSE PROFESSIONAL ENGINEER, PLACESru Tod 16d JOIS1rs ULT. (133) (160) 1Od 16d 1od 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. _ Jk LUS46 18 3�' 4j' 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 11111 CNW �� 14 3�" 9 2 _ 16076,17 2105 1650 1900 2065 1 6 84 122 DETAIL COUPLER NUT '0R OFcSS10t1''� HUS210-2 8-16d 8 1E6d55 , 3 ARTJ'x12 — STU 5"— D UG-FIR LARCH/SO. PINE ALLOWABLE LOADS 8 FASTENERS UPLIFTLATERAL CODE UPLIFT (133/160) REF. SIMPSON MODEL A N0. GA ULT. TAKE—UP WASHER TO RAFTERS I TO PLATES I TO STUD9S (133) (160) F F2 160 Acceptance of these drawings does not authorize the right to HGAIOKT 14 4-SDSJ"x12" 4—SDSJ"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 SP4 ° requirements with such agencies prior to construction. TWO 8d NAILS THIS CNW- SIDE OF TRUSS. COUPLER NUT TOTAL FOUR /• m SE A MINIMUM OF SP4 5 PROJECT: 8d NAILS Two 8d NAILS THIS STU MTS16 - ANCHOR BOLTS 8 INTO TRUSS. SIDE OF TRUSS, MTS16 SIMPSON LSTA21 SIMPSON TOTAL FOUR /. • ® ° HD2A TAKE-UP WASHER LSTA21 Strong—Tie , ad NAILS HUS210-2 INTO TRUSS. 4 ® E Two o ° F1 AILS ° 1155 SILVERMERE ROAD PLATE E T S r°c ° IGI; TWO ° GREENPORT, IVY 11944 8d NAILS 8d NAILS o 111 To INTO ° DETAIL "A" STUD Simpson Strong-Tie PLATES -0. H7 EIGHT 8d NAILS ® DETAIL "D" DETAIL "G"I DETAILINTO BUILDING # 34 STUD Simpson Strong-Tie H7 Simpson Strong—Tie DETAIL "L1t SCTM # 1000-47-02-09 LFTA ROD SYSTEM ° LFTA ° ° ° DRAWING TITLE: EFTA o °° Ridge Strapping DRAINAGE & ROOF RUN-OFF NOTE AND CALCULATIONS LSTA30 BP RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 SIMPSON WINDLOAD 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / STRONG-TIE DETAILS NOTE: V-O" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. PALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE / ROOF DRAINAGE FALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS ROOF AREA = 1068 sq/ft"I CALCULATIONS AND •. 2" THROUGH ROOF 3 THROUGH ROOF LTP4 ZnROOFOOR I V = A X R X c PLUMBING RISER DIAGRAM 3" A = 1068 sq/ft LTP4 2" 3 R = 2" RAINFALL = .17 ft I \ LTP4 C = COEFF. = 1.0 NOTES: DETAIL "C" MASTER BATHROOM V = 1068 X 1 X ,166667 = 178 C.F. THESE DESIGNPLANS ARE RO PROFESSIONAL WHOSE SEAL INSTRUMFINT OF THE IS AFFIXEDRVICE HERETO.D ARE THE INFRINGEMENTS WIRLYBEF THE InNG CHEN Simpson Strong—Tie2 K„IT 2 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 3, " 3" 2" 2" 178 / 42.25 VERTICAL FT, / FT = 4.2 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B" F I o o r—t o—FI o o r Connections Ridge Strapping DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 Detail ,ST ,5t FLOOR, USE (2) 8' DIA. POOL 2'-6 DEEP = 5,0 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPOI1 COMMENTS NOT FLOOR 2•• 2 2 OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Simpson Strong—Tie Floor-to-Floor Connections 3' 3.. 3" 178 / 68.4 VERTICAL FT, / FT = 2.6 U.F. SEAL: DATE: 2" USE (1) 10' DIA. POOL 3'-0" DEEP = 3.0 V.F. SEPTEMBER, 09 2022 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN COMMERCIALENGINEER TO HAVE A CAPACITY EQUAL CONSTRUCT 0 N D ETA LS TO OR GREATER / PROJECT No: /// 3•• 1 135-2022 THAN THE REQUITED AMOUNT CALCULATED FOR EACH CASE. ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF CRAWL SPACE POOLS TO BE PLACED ON OPPOSITE SIDE OF DRAWN BY: ABOVE GRADE HOUSE AND/OR LEADERS TO BE PIPED TO BDK NEW YORK STATE 2.1 2" 3 4" 4' POOLS (1/2 OF THE ROOF TO DRAIN TO EACH CHECKED BY: SEWERW SYSTEM OVED NO SUBSTITUTIONS POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC sHEEi NUMBER: All framing hardware shown on these COMMERICAL CONSTRUCTION Z DETAILS- SYSTEM AND MIN, OF 10 FEET FROM FOUNDATION). i plans, unless otherwise indicated, is Simpson Strong—Tie. ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD G2 No substitutions are approved or couthorized. (SEI/ASCE 7-22) ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA Due to the relationships of framing hardware to II � WHERE TRAFFIC IS TO BE PRESENT. the other components of the structure, any framing uoB NUMBER: of PLUMBING RISER DIAGRAM (NTS) ' hardware substitutions will render tthese plans ACCESS B I TY CONSTRUCTION D ETA l—J 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 desiign and ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION performance of the entire system. TOE DIVERTED TO EACH POOL. •© KEHL•DESIGN•ASSOCIATES, LL(' CONFORM TO 2009 AlAl17. 1 ,,�.i 1(�_ _ - _ i�III 117111 - `�' KEHL DESIGN ASSOCIATES LLC residential & commercial design e consulting PO.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail; ssbn650optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LI C 33'-04 33'-0' OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the 12'-24" 11'-0 " �4'-4" A ideas, design and arrangements represented 1 therein, are the property of KEHL DESIGN PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH ASSOCIATES, LLC. No part thereof shall be THE 2020 BUILDING CODE OF NEW YORK STATE copied, disclosed to others or used in connection AWJ41 v AW41 v 3842 witlh any work or project other than for which — — — — — — 45J""x 26" 451"x 26" 44"x 48�" Awvning Awning DBL Hung —--— — — — — — — � — — — — — — — — — — — — — — — — — — — — — — they have been prepared without written consent. — — ALL HEADERS ARE TO BE (2)134 X 74 LVL I - Jl0"-14" GL. Q 10'-13" (UNLESS OTHERWISE NOTED) I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — —I I REV. I I I m I I 02-27-23 NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 I I I 03-05-23 ° B EF D R O 0 M 4 o KITCHEN BUILDING CODE OF NEW YORK STATE i i Ex. Min. 2" PC. Slab Ex. Min. 2" PC. Slab I I 03-1 3-23 3:x 3 n 0 cx I I I Q�Q CL. BEDROOM C DINING �M NOTES: 4 AREA 1, Ex 8" CMU. Pier Ex. 8" CMU Pier 4 4" Provide Insulation Baffles as required at Soffit 8 10,-64" 10'-63 " r� m O O Locations to Provide for proper attic ventilation 4 10'-63 8" `° �t 8 -11 ® Provide R-49 Insulation in all Flat Ceilings as per F- OO 201 B IECC International Energy Conservation Code I Existing (2)2x10 Girder I I Existing (2)2x10 Girder Exi=tiny (2)2x10 Girder with (1) 143% 92"" LVL Sistered I I with (1) 14'x 91" LVL Sisteredl I with (1) 1-3% 9�" LVL Sistered I I z 68 2668 ® Ice and Water Shield to be used Beneath any damaged roof /Ex __J L__J l shingles or areas of repair on the roof B 14'-9" ® Provide Simpson Tydown or Hurricane Strapping to the rafters 201 I I ° ° `D at all locations of the Interior that are Exposed during the I I 1 . 2'-0"x2'-0"zl'-0" � � Ex. 2'-0"x2'-0"xl'-0" I r ^o co �, n removal of mold or deteriorated interior surfaces. � N o I 1 I ( I Concrete Footing co Concrete Footing I In ® Provide lx6 Azek or Equal to all locations of the fascias that N I I o g g N N ` are repaired due to Mold or Deterioration. I I I N X Ex. 8" CMU. Pier C2 Ex. 8" CMU. Pier m ® Blue Skin House Wrap or Equal to be Used Under Siding for All I I N N N oLocations Repaired I I w E —-1 F- —7 I I WORK NOTES: ® Remove and Replace any Insulation that shows signs of mold I Existing (2)2x10 Girder I I Existing (2)2x10 Girder l l Existing (z)2x10 Girder with (1) 1 "x 9 LVL Sistered I with (1) 14'x 9 " LVL Sisteredl with (1) 14"x 9 " LVL Sistered LIVING or deterioration with R-15 Insulation ROOM u, /Ex __J � _ Ln �, °' 1 ® Remove and Replace any Siding that shows signs of deterioration 4"ADALn � MXwith New Cedar Wooden Shingles Lg4 4 �B A TH o ® Remove and Replace any Sheetrock that shows signs of mold . 2'-0"x2'-D"z1'-0" -� Ex. 2'-0"x2'-0"x1'-0° 8„ Concrete Footing co Concrete Footing or deterioration with New 8" Type "X" Fire-rated Sheetrock Ex. Min. 2" PC. Slab I I I I I I "Ex. Min. 2 PC. Slob I DoI I O F IV-1 14fi14 — — — — _ J y� S r W Yo4' 8'-8i" 23'-24" ALL COMBINATION SMOKE DETECTORSJ. AND CARBON MONOXIDE DETECTORS n1l J9� AW41v „ 7'-8- 2'-6 AW41v 44J„ 241" � 441"x 24�" AW41v �� ARE TO BE CONNECTED NON ECT D WITH AND ATOCENTRAL ---- I — — — — — — � - — — — -� (z x Ar 4 "x 24 3. 1 Awnin Awning O 'Awning 4 d 44j"x 241" 44j"x 241" AW41vCD MO 0 G I I I n AW41v I MONITORED CONSTANTLY AS PER THE 24" Conc. Filled Sore A c� �w Awning Awning RAMP r I I Tube Cut in Half _ I I 2 N� 2020 BUILDING CODE OF NEW YORK STATE I Min. 3'-0" Below I = 201 ' ti g i I o o x= 4„I Final Grade I 1" 3' 1 14" 4" ^� A� ° 057�°' a� c o.x J M"' ---------------------- I " I ( 4x4 ACQ Post attached to �FESSIONP�' `-" ENTRY �� 4x4 ACO Post attached to 2Gi 4ACi l 10' Conc. Column with Simpson j rn I I 10" Conc. Column with Simpson I 4x4 Post Anchor and e" Anchor — — — o l ALL INTERIOR FINISHES ARE T O I B I 5„ 4" Bolt on 22" Cone. Filled Big Foot. VESTIBULE COMPLY WITH THE x 4x4 Post Anchor and Anchor g N D FC I� 1 I I w Bolt on 22" Conc, Filled Big Foot, 8" O.x J 2020 BUILDING CODE OF I I I Acceptance of these drawings does not authorize the right to 00 -i M o NEW YORK STATE I I 24" Conc. Filled sang I `-B build (without the authorization of local governing agencies, such Tube Min. 3' 8 ' -0" Below as Sulffolk County Dept. of Health Services, Town Building N ( -10I I Final G rade '- 4 -2 4 I 1" 3' 114" 14" 1 Deparitments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. -- — FIRE EXTINGUISHER _ _ _ _ _ _ �0,)X8 A Gir -_�— -- 3042 3042 6 36"x 49" 36"x 49" CLASS ABC, 5LB, 2A: 10B: C �� --- ---- ; `PROJECT: DBL Hung DBL Hung _ o AS PER TABLE 906.3(1 ) FIRE + 4x4 ACQ Post attached to 00 a �� Co EXTINGUISHERS FOR CLASS A 10" Conc. Column with Simpson I ��. i aEft I 01 Co ..V E FIRE HAZARDS BASED O N 4x4 Past Anchor and 8" Anchor NL , _o h 00 X , 4x4 ACQ Post attached to 1„ Bolt on 22" Conc. Filled Big Foot. . v N N Ell 10" Conc. Column with Simpson ; 5'-10' 2'-14 5'-5 ' S'-6 ' 6' 7'-6� LIGHT, (LOW), HAZARD (2 zxB Aco Gird 4x4 Post Anchor and 8" AnchorDMIG LL' 7 -114" 11' 14 -0 OCCUPANCY Bolt on 22" Conc. Filled Big Foot. I 33'-04" 14''� 4'-81 � —7'-01" 6'-8' 11 5' �14" 1155 SILVERIIIIERE ROAD 44 ACQ Post attached to I ; 10" Cone. Column with Simpson ; , G R E E N P O RT, NY 11944 44 Post Anchor and 8" Anchor I Bolt on 22" Core, Filled Big Foot. BUILDING # 34 EXISTINIG FLOOR PLAN UNIT 34 SCTM # 1000-47-02-09 SCALE: 1/4" = V-0" 'DRAWING TITLE: AS NOTED 7'-1 14 1 1' 1 4'-02" NOTES: 33'-04 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE �j PROSECUIfED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL OUN ®/ \TION PLAN UNIT 34 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE ' DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWIJ OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SCALE: 1/4"= 1'-O" SEAL: LA1 E: DECEMBER,14 2021 PROJECT NO: 1 1 12-2021 DRAWN BY: BDK CHECKED BY: t SECTION 1015.3 RB © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. SHEET NUMBER: REQUIRED GUARDS SHALL BE NOT LESS THAN 42" ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. Al HIGH, MEASURED VERTICALLY AS FOLLOWS: PLANS MAY NOT BE REPRODUCED WITHOUT 1 . FROM THE ADJACENT WALKING SURFACES, WRITTEN AUTHORIZATION. 2, ON STAIRWAYS AND STEPPED AISLES, FROM ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. DOB NUMBER: OF THE LINE CONNECTING THE LEADING EDGES THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE OF THE TREAD NOSINGS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN 3. ON RAMPS AND RAMPED AISLES, FROM THE PROOF OF PURCHASE. © KEHL-DESIGN-ASSOCIATES, i RAMP SURFACE AT THE GUARD. 77 44 KEHL DESIGN ASSOCIATES LLC 33'-04 residential & commercial design o consulting -34„ 10'-28' 10'-28" -34„ 33'-04" PO.Box 1675 phone: (631)433-9084 A Southold,New York 11971 E-Mail: ssbn654Copfonline.net 34", 10'-28 1 O'-28" -31 I I I 201 Kelhl Design Associates,LLC o formerly D A K Associates,LLC A OWNERSHIIP & USE OF DOCUMENTS: These drawings and specifications including the 0 ideas, design are the property of KEHL DESIGN o PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH ASSOCIATES, LLC. No part thereof shall be 1 I I = THE 2020 BUILDING CODE OF NEW YORK STATE ; copied, disclosed to others or used in connection with any work or project other than for which 244DH 040-2 N B I D the have been reared without written consent. 3040-2 FWG6068L Tempered Sashes ^I�%) 244DH3040-2 FWG6068 244DH3040-2 y p p -- (2)t "'x9�" LUL Hdr. (2)1j"x9j" LVL Hdr. (2)1j"x94" LVL Hdr. ALL HEADERS ARE TO BE (2)1 4 X 74 LVL 3i,. 32'-54 3 " (UNLESS OTHERWISE NOTED) REV. J pia `o NN 02-27-23 �M d N I NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 I N 03-05-23 a I; �, - BUILDING CODE OF NEW YORK STATE o 12'-34 7'-104 12'-34 CD 03-13-23 _ 21,' �IN NOTES: �o N < 12 T3068 Q Provide Insulation Baffles as required at Soffit N y.Po o e N Locations to Provide for proper attic ventilation q' m I QT ® Provide R-49 Insulation in all Flat Ceilings as poer �� o Q N W W� IN 2018 IECC International Energy Conservation Codde Q N LU EDr'\ Ln W o p0 s,o 0 Ice and Water Shield to be used Beneath any damaged roof m I I o g 0 _ /� shingles or areas of repair on the roof .B 201 (C) C EVENTS I L 5'-5- 32" 201 O Provide Simpson Tydown or Hurricane Strapping to the rafterrs 2U1 w 3 " 5'-24' g , Q N at all locations of the Interior That are Exposed during the - 1 l O CONFERENCE ~ RENT DA � � } � I � � N L � removal of meld or deteriorated interior surfaces. �� � Ridge Beam "A" Q N I/I/p ABi� I I— 3 `r �5t 0 Provide lx6 Azek or Equal to all locations of the fascias thatt �- Ri Je nt N 11 I' DESK �- I z �'r 0\ , are repaired due to Mold or Deterioration. a — \\U > -Too ® Blue Skin House Wrap or Equal to be Used Under Siding for All c� Q N 5 -54 SHOWER . �� Locations Repaired WORK NOTCES: Co Bo W o > „/ UTILITY W DE �coR z `Q y`l ® Remove and Replace any Insulation that shows signs of mold e°.Q W Co CLOSET z �I z I" Qo S1/ or deterioration with R-15 Insulation �, (n 1") Ln = (N 5 -5,„ N u `n Ln N = An ® Remove and Replace any Skiing that shows signs of deferiorattlon N o � with New Cedar Wooden Shingles N, o -- All Wa I s and C e i n g s �' I M� ' Cab D/,��' / ® Remove and Replace any Sheetrock that shows signs of mold —__c M 6 to be Covered with I Y •� �Sy1Qr or deterioration with New 8" Type "X" Fire-rated Sheetrock Type "X" Sheetrock "o� M -w I 2'-7„ -21„ _5'-53„ --� — -Pt� �a �' --- _ 2 4 ,J I 32'-54 IN�7 31" FIRE 31„ /� �j r 47U4�)f 8' 1j" C ling H ht cV QF N 2 1 „� ExT .� cab z �`[, ., ALL COMBINATION SMOKE DETECTORS (2)14"x9 " LVL Hdir. �r j (2)1 j"x9�" Hdr. (2)1 j"x9�' LVL Hdr. (2)1 "x9�" LVL Hdr. AND CARBON MONOXIDE DETECTORS; Psi A -- 3068 TO. 3068 10 ------------- ---- �q 244DH304(0 31 32 4'-64 4 DH 040 A ARE TO BE CONNECTED WITH A CENTRAL 5'-74 � I MONITORING STATION AND TO BE I 244PH30U40 t, o � 1 wr MONITORED CONSTANTLY AS PER THEE SIN ,- cn O Co -------I ----- — -_ 2020 BUILDING CODE OF NEW YORK STiATE 0 ThitoRbef S stem n✓o ---- - > `r' ENTRY N '� I to over the Top of 0" - 0570 �ycy S S A ; the Main Roof _9 ENTRY KITCHEN VESTIBULE KITCHEN VESTIBULE A — _ N ALL INTERIOR FINISHES ARE TO) p 2x6 Ceilin Joists 16!0L p 8, 18„ AFF. n 52„ 1 N _ 32 32 COMPLY WITH THE � _ UTILITY 2020 BUILDING CODE OF (2)2x6 C ding Flush Beam SIN ^� 1 ; cD Acceptance of these drawings does not authorize the right to 201 '-18" AFF. RM. _ I a B NEW YOR K STATE 201 Q�e ���� g I " build without the authorization of local governing agencies, such 1 17 1 as Suffolk County Dept. of Health Services, Town Building cv x e rig I M, Departmenits, DEC, FEMA, etc. Verify all conditions, codes, and ors s oc. i E.P. _ 8—18 AFF. requirements with such agencies prior to construction. CLASS ABC, 5LB, 2A: 10B: C f PROJECT: LANDING � CONC. RAMP LANDING - - AS PER TABLE 906.3(1 j FIRE EXTINGUISHERS FOR CLASS A -114" 5'-14" FIRE HAZARDS BASED ON %.,# I L"V E Z`3 A p�" ; LIGHT1 \—L L� A , (LOW), HAZARD 7'-114" 11' 14'-02" OCCUPANCY 114 T ,�.. y„ y_ 1„ 1 3�„ -5g 3L„ -44 32„ 5 3 „ 51 2g 32" 1155 SILVERIUIERE ROAD ROOF FRAM11' G PLAI' m UNIT 34 24'-6 " GREENPORT, NY 11944 w SCALE: 1/4"= 1'-0" W , BUILDING # 34 SCTM # 1000-47-02-09 O z 5' O DRAWING TITLE: O 4'-18" —101" 7'-104„ —21 O —114" 11' 14'-01 AS NOTED 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 FLOOR PLAN U1w\4' 1T 34PROSECUTED TO THE FULLEST EXTENT OF THE LAW CONTRACTORS SHALL VERIFY ALL FIELD CONDI119VS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FICLD FIT. THE DESIGN PROFFE:SSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR SCALE: 1/4"= 1'-0" UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: DECEMBER,14 2022 PROJECT NO: 1135-2022 DRAWN BY: BDK CHECKED BY: SECTION 1015.3 © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. SHLLI NUMBER: REQUIRED GUARDS SHALL BE NOT LESS THAN 42" ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. Al O HIGH, MEASURED VERTICALLY AS FOLLOWS: PLANS MAY NOT BE REPRODUCED WITHOUT 1 . FROM THE ADJACENT WALKING SURFACES. WRITTEN AUTHORIZATION. 2. ON STAIRWAYS AND STEPPED AISLES, FROM ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. DOB NUMBER: of THE LINE CONNECTING THE LEADING EDGES THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE OF THE TREAD N OSI N GS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN 3. ON RAMPS AND RAMPED AISLES, FROM THE PROOF OF PURCHASE. © KEHL DESIION-ASSOCIATES, LLC RAMP SURFACE AT THE GUARD. �l_I. 2z8 Ridge Beam Ex. �" X Roof h h' 2x8 Ridge Beam 9 / _ :_' — _ Ex.Ride Vent Rid e Beam "A" a ILA_ a CD oa S eat in - 1U E_I Ice _ - — - - - C 3" COX Gusset Plate 3" CDX Gusset Plate � L�L'I_ l��il�1L�'�iJ;� �-L�1-� �I-)�I g TJ�' I �_�[] I LJ[t_� 1. II f1 «l L_11 1�i1��l �lJ�L )lL�J�U r. a a and Water t e r Shield e I d © I -- 4 4" CDX Gusset Plate Ex. GAF Architectural Roof Shingles �8 11 _ll -1 T L 11 I lU L L�J1J�11 UEII 1C C 1�I 1 III L_' _ -L_ I_ 1 _:L I U iL 11L11L111L 1 II II I� I1�LLLu �L Gro kk8� I 1_Ljl_II�J_l-II' 1'__Ii-LII_:L--1.LILI.ULEIOII�I'_IIfI'L�I LU)�-l1JLILEI_L�11d_1�E�� Total Plate ulailon t II JJ� L�-d _U 3" Ex. 2x6 Rafters 16"oc. �Lu;�u�:�cu�l. I I IIII!I I ICI Li I, I L�, ,u .• KEHL DESIGN ASSOCIATES LLC LL �LLL_111 L::-11L1 II III III 1J LJJJ1 ll11 li a CDX Gusset Plate LU C L1Iiljj_II LI �J� �Lllj �I �I Lj ) IUD �� '�II Total R45 Insulationdd�e `�+6 �� os aole• 2x8 Sub Rafters 16"oc. esidential & commercial design oconsulting j I !1 �I _J 111_L �� 11 L; �W_1 a L�[1_LLLI UJ1J l lllll IL 117L_U-L11_11_L U 1 U I_I L] ILL 11 EL-IL11 J1L�I 11 U�'111�1JJ1J 11 1 � e L LL iU, 1 ULLEIIL -L1 i 4" CDX Gusset Plate O a i�_JI-I _I_L1! �1� E-�L_;_�11-J 1_ LI_l ;I,_I�_I_ �1�11��li If L IL 1 d 6 N } a� 1! l i L_ JL J111 _Il 11. U �_ ll �J 11 LI I. L1_ Total R45 Insulation S h 2x8 Bottom Chord 2x8 Bottom Chord s'. PO.Boz1615 phone: (631)433 9084 O Air Vent /Insulation Baffle Southold,New York 11971 E-Mail: ssbn654@optonline.net 1 ll LLL_ _1 11I 1 -IL' I Ji ® Simpson Tydown LI 1L�UILIL II, LLL ILA ill 1 11 11 ®1x6 Azek Fascia � Ex, Vented Soffit _ Kelhl Design Associates,LLC o formerly D A K Associates,LLC 11 Ill LU J (2)2x4 Top Plate CONFERENCE OWNERSHIIP & USE OF DOCUMENTS: 1 LILIL_LjE I 1C11-L_1�1 4" Exterior Sheathing TABLE I1-1.11.111_1J- f III (I I I I I ®Blue Skin House Wrap or Equal These drawings and specifications including the U_,_tI_LL.-1Ljl 1 mil 244DH3040 E244DM30]40 244DH3040��1l: llJ� � ll �t_Il )1111 l ® Cedar Siding I Walls and Ceilings � _ _ - Ex. 2x4 Stud's 16"oc. 5 therein, are the property of KEHL DESIGN to be Covered with ideas, design and arrangements represented I_-'Li11 _1ii_I11_l _U1.J � 1'�1.1�L_LLlI�I�L, g Type "X' SheetrOCk ASSOCIATES, LLC. No part thereof shall be 1 j Ih-d1LE1LlL,1L1 l IEUI l_! copied, disclosed to others or used in connection L� L 1 !I �' 1 ���� R-15 Insulation I_'I" . .LI.l L I�1 1_jL�.' Il L�1UJ_i_J LL 0R-15 Insulation with any work or project other than for which L1LIL LILII AL 4" Finish Floor they have been prepared without written consent. _ II LI L_I' Li,I IL L�IIJi LII�I 1 U1 1 1 !I I ----- LLt I- I IL Ex, 20 Sill Ex. a" Subfloor Sheathing III I I! I I i I I I I I I I I Ill i I II I UI REV. I li a Ex.2x8 Box Beam Existing (2)2x10 Girder Existing (2)2x10 Girder with (1) 1J"x 92" LVL Sistered with (1) 1J"x 91' LVL Sistered R-30C Insulation — — 23 R-30C Insulation R-30C Insulation 03-05-23 EAST ELE V / \TION Ex. 8" CMU. Foundation EX. 8" CMU. Pier Ex 8" CMU. Pier 03-13-23 I}I L_ I L 2" PC. Slab Ex. 2" PC. Slob 2" PC. Slab i SCALIE: 1/4"= 1'-0" Ex. 1 II I IIII Ex. Ex. 2'-0"x2'-0"xi'-0" J ll 1 3' Cone. Ftg. _ Min.. 3'-0" Below Concrete Fooling l Final Grade. I II L CROSS SECTION A Ul I [1 1111 SCALE: 114"= 1'-W 201 PROVIDE HURRICANE STRP,PPIHG IN ACCORDA`JCE WI-TH I t THE 2020 BUILDING CODE OF NEW Y04K STATE Ll 244DH3040 244DH3040 Tempered Tempered LLL ALL HEADERS ARE TO BE O 2 13/"X 7'" LVL 4 Lill - (Uf,1LESS OTHERWISE NOTED) L 11"x13" Rafters with 12"x15"x 4" :WORK NOITES: II - ' CDX Gusset Plates @ 48"CC. 1 NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 Ridge Beam "A" BUILDING CODE OF NEW YORK STATE 4" CDX Plywood Gussets 4" CDX Plywood Gussets Ex. 2x6 Rafters 16"oc, R-45 Insulation (VOTES: x u Rafters oc C) Provide Insulation Baffles as required at Sofffit 2 8 Sub R ft 6" Locations to Provide for proper attic ventilation 4" CDX Plywood Gussets 4" CDX Plywood Gussets P P © Provide R-49 Insulation in all Flat Ceilings as per 3'> Ex. 2x6 Rafters 16"oc. 4 CDX Plywood Gussets 2018 IECC International Energy Conservation Code WEST ELEVATION 2x8 Sub Rafters 16"oc. C) Ice and Wafer Shield fo be used Beneath any damaged roof R-45 Insulation a CDX Plywood Gussets shingles or areas of repair on the roof 9 Provide Simpson Tydown of Hurricane Strapping to the rrafters SCALE: 1/4"= 1'-0" © Air Vent / Insulation Baffle I � I 4" CDX Plywood Gussets , �E�F W at all to coons of the Interior thct are Exposed duricg the �,! y I ®Simpson Tydown 5 removal of mold or deleriorated inierior surfaces. e Azek Trim — 7 C) ,Irovlde 1x6 Azcf or F.iial to all locations of the fascioss that L L I Vented Soffit � _ Ex. (2)2z4 Top Plate _ are repaired due to Niold or Deterioration. �- I I i �„ - +� © � ILL I1L L_ Ex. a Exterior Sheathing New 3 PI Truss Beam TI W 0 Blue Skin House Vhap or Equal to be Used Under Sid*ngl for All �1 ! Locations Repaired I'1 I � I t ® Blue Skin House Wrap or Equal y a� •�`' LL UI 1_ JL� ® Cedar Sidin =ro L' 4 g CONFERENCE EVENTS AND > � 'D^os7o9� � Rernov? and Re)lace any Insulation that shows signs of mold 1E EX. 2x stad'S16"oc. TABLE RENTAL DESK CL. VANITY W•C. or deteriorotion with R-15 Insulation 1 1 JJ - �sstoN R-30lnsulation All Walls and Ceilings AREA Remove and Replace any Sling that shows signs of defteriarafion ;I m R-151nsulatian 3„ 1 1` Finish Floor to be Covered with 2'-7" 4'-8� 5'-2� Acce fanc;e of these drawings does not authorize the right to with New Cedar Wooden Shingles „ 5" " R-30 Ins I lion P 9 9 Ez.2x4 Sill Ex. 4 Subfloor Sheathing g Type X ' Sheetroc® build without the authorization of local governing agencies, such ® Remove and Replace any Sheelrock that shows signs of mold - R-30 Insulation or detariorafion with New 8° --ype 'Y' Fire-roted Sheetrock. I as Suffolk County Dept. of Health Services, Town Building Ex.2x8 Floor Joists 16"oc EX,2x8 Floor Joists 16"oc X. 2x8 Floor Joists 16"oc. I g ( > U II ll� 244DH3036 J�—1 I Ex. 2X8 Box Beam Ex. Existing 2 O 2x10 Girder Existing 2 2x10 Girder Existing (2)2x10 Girder Departments, DEC, FEMA, etc. Verify all conditions, codes, and 244DH3040 244DH3040244DH3040 with (1) 1 'x 9"' LVL Sistered with (1) ld"x 92' LVL Sistered with (1) ta'x 92" LVL Sistered requirements with such agencies prior to construction. L=4D=H3040 I I Ex. 8" CMU. Pier EX. 8" CMU. Pier Ex. 8" CMU. Foundation PROJECT: ALL COfvIBINATION SMOKE DETECTORS j Ex.2" PC. Slab Ex,2" PC. Slob� Ex.2" PC. SlaS—\ ! I i -_-_ AND CAF,BON MONOX'DE DE IT ECTORS I LLI I II` ARE TO 1-,E CONNECTED WITH A CEINTRAL II LL Ex. 16"x8" cone. Ftg. Ex 2'-0"x2'-0"z1'-0" Ex 2'-0"x2'-0"xl'-O" INfir- C Min. 3'-0" Below Concrete Footing Concrete Footing ONIT„ ' JT , I ION AND TO ff3E ! Final Grade. 9 9 AS PER THE171 G DLO BUILDING CODE OF NEW YORK STATE CROSS SECTION B lirlur . E ms, ALE INTERIOR FINISHES ARE TO SCALE: 1/4"= 1'-0" 201 1155 SILVERMERE ROAD NORTHCOMPLY WITH THE ELEVATION- Ex. Ridge Vent 2x8 Ridge Beam GREENPORT, NY 11944 2020 BUILDING CODE OF NEW YORK R.K STATE SCALE: 1/4"= 1'-0" Ex. 4" CDX Roof Sheathing Ex. 2xsRafters - 16 IN © Ice and Water Shield BUILDING # 34 Ex. GAF Architectural Roof Shingle R-49 Insulation CD CD Insulation Baffles SCTM # 1000-47-02-09 DRAWING TITLE: © Simpson Tydown 2x6 r Joist 16"oc. FIRE EXTINGUISHER EX. ®tedesoTrim t---J CLASS ABC, 5LB, 2A: 10B: AS PER TABLE 906.3'1 ) FIRE E (2)2x4 Top Plate F AS NOTED U l l a Exterior Sheathing 5'-74" 4'-64" E X T N(-_U S H E R S F O R C L A S`.S A ® Blue Skin House Wrap or Equal FIRE H,4 A R C1 S BASED 01NL l l � ® Gedar siding ENTRY EIi-HT, (LOW), HAZARD I Ill 11-1I I j Ex, 2AStud's16"oc. KITCHEN VESTIBULE N01ES: 0'--'C U P A N C Y THESE PLANS .ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRIflGEMENTS WILL BE I ® R-15 Insulation 3„ R-15 Insulation PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL TLI1 I UI� a CDX Sub Floor FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE L 1Ln 2x4 Sill 4" CDX Sub Floor DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR L UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT L FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 4" PC. Slab 3068 244DH3040 I SEAL: DATE: LIC L ILL I 2x4 ACO Sleepers_J ILLLL LL Spray Foam Closed Cell Ins. R-21 DECEMBER,14 2022 �- Ex. 8" CMU. Foundation PROJECT N0: El _U H l DRAWN BY135-2022 - I II � 1E�1_LL I III Ex. 16"x8" Cons. Ftg, BDK Min. 3'-0" Below 77771 Final Grade. CHECKED BY: SHEE1 NUMBER: S E C.T!O N 1 01 5. 31 CROSS SECTION C © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. �S H E L E'E N 01 T LESS THAN 4 2" ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED HIGH, G,'IE "A REE, `,/ERTICALEI' AS FOLLOWS. UNDER FEDERAL COPYRIGHT LAW. A201 1 . FROfvI TI-IE ADJA CENT WAL.KING SURFACES. SOUTH ELEVATION SCALE: 1/4"= 1'4' 2 01 PLANS MAY NOT BE REPRODUCED WITHOUT ON ST,/.IIRWAYS AND STEPP ED AISLES, FROM WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBER: OF THE LINE CONNECTING THE- LEADING EDGES SCALE: 114"= 1'-0" KEHL DESIGN ASSOCIATES, LLC. OF THE TREAD N(0 S I N G S. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Z. ON R A''✓1 P S AND RAMPED A,I S LE S, FROM THE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEHL-DESIGN-ASSOCIATES, LLC RAMP SURFACE AT THE GUARD. PROOF OF PURCHASE, GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRJCTIONR A C T R � I N 0 E SGeneral Notes: I (10 N , 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 BUILDING CODE OF ' - __�' - _'1 13C Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAV'NG JURISDICTION. - _ < 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. GENERAL NOTES: �� -� �I�2. FIRE FIRE SAFETY: -- t 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. ALL WORK SHALL CONFORM TO TIHE 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 LLC CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design © consulting $ PRACTICES.2. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 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 INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a Boca number and shall be manufactured by a retgistered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Boz1675 NCIES phone: opto33 9084 AND PAY ALL FEES REQUIRED BY' THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGE MATERIALS ARE TO BE KEPT AWAY FROM HEAT. ; Southold,New York 11971 E-Mail: ssbn654@optonline.netef s J, 5. Erect and brace trusses in accordance to truss plate institute recommendatiorns. MINOR DETAILS NOT USUALLY SHOWN 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. 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, Kehl Design Associates,LLCo formerly DAKAssocialPs,LLC a 4 a. All plywood shall be in accordance with the American Plywood Associotiion (APA) specifications. THE CONTRACTOR SHALL COORDIf\JATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: b. Plywood sheathing shall be continuous over two or more spans with grrain of face plys across supports 5 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 RESI'PONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 5 CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or bEetter. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented a 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 shop be 3. DUST CONTROL: copied, disclosed to others or used in connection THE EXECUTION OF THE WORK. 8. Design values: with an work or project other than for which OR DURING y p 1 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 OU7 HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI PLU�,,IBiNG, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR PLUI,1BIiJG WORK SHALL BE PERFORMED 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 ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROMTHE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 02_27_23 y �* I',�'9 ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. i A OF ELECTFRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,0 I PSI drw H THE BUREAU = 03-113-23 ri THROUGH Fv 285 PSI / g. Fb = 2600 PSI 4. NOISE AFTER HOURS: [ THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE �• ., DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 0. KEHL DESIGN ASSOCIATES, LLC. NOTE B. EXCEPT LEGAL HOLIDAYS, ALL PIPING AND WIRING SHALL BIE 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 B3E 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. I WILL BE ALLOWED TO COMMENCE: UNTIL 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 WII_L NOT CREATE DUST, DIRT, OR OTHER SUCH 1 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATI%G 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 RESOLUTION, ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR' WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 1 ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR' THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED 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 OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLO>EES AS WELL AS OTHERS AND IN THE CARE OF THE I r, HE WILL BE RESPONSIBLE FOR AXLL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE 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 ASSOCIATFES, 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 'WORK NOTES: RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE 4 ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER' THIS AGREEMENT. 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, OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ALTERATION L EV IE L #2 AS PER THE 2020 "EXISTING BUILDING CODE OF NEW YORK" COMMERCIAL CONSTRUCTION / DETAILS- 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION I 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. 4 GhoUND I WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD CLIMATE ZONE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE NEW YORK STA',TE LOAD SPEED m h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED F'AZARDS CATEGORY RESIDENTIAL COMMERCIAL p 25 Irs/sgft 130 (mph) C SE:VERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 984/1998 C 4A 4A 2018 International Energy CanserVatan Code (IECC� TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS La, AND MINIMUM1! COMMERCIAL CONSTRUCTION DETAILS CONCENRATED LIE L DLs1cN CRITERIA SECTION C503 ALTERATIONS fi (� FRr-scRlFr!vE DESIGN OCCUPANCY OR USE LIVE CONCENTRATED ALL CONSTRUCTION TO CONFORM TO AS C E STANDARD LOADS (psf) (Pounds) t -- (SEI�ASCE 7-2�) C503.1 General ° 9. Dining Rooms and Restaurants loom Alterations to any building or structure shall comply with the requirements of this section y =S(s) AND OCCUPANCY CLASSIFIG ATION(s) - A C C E S S B I TY CONSTRUCTION D ETA S g C503 and the code of the new construction. Alterations shall be such that the existin USE OCCUPANCY 10. Dwellings (See Residential) building or structure is not less conforming to the provisions of this code than the t RESORT RESIDENTIAL B 25. Residential ALL SPACES, AREAS, DETAILS, DIMENSIIONS AND CONSTRUCTION existing building or structure was prior to the alteration. Alterations to an existing ' TO CONFORM TO 2009 Ai 17. 1 building, building system or portion thereof shall conform to the provisions of this code TYPE OF CONSTRUCTION (CHAPTTER 6) ONE-AND-TWO FAMILY DWELLINGS as those provisions relate t0 new Construction Without requiring the unaltered portions of the existing building or building system to comply with this code. Alterations shall not 1 TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGE 10 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY CONSERVATION CONSTRUCTION create an unsafe or hazardous condition or overload existingbuildingsystems. I J K COD ( )E OF NEW YORK STATE 2020 ECCCNYS BASED ON THE 20118 EDITION OF THE INTERNATIONAL ENERGY Acceptance of these drawings does not authorize the right to LIMI ED t V B UNINHABITABLE ATTICS WITH STORAGE ' ' 20 ' build withouUhe authorization of local governing agencies, Such CONSERVATION CODE AND ASHRAE 90.1-2016 EXCEPTIONS: The followingalterations need not complywith the requirements for new :fi as Suffolk County Dept.of Health Services, Town Building $ HABITABLE ATTICS AND SLEEPING AREAS k 30 q 1 Departments, DEC, FEMA, etc. Verify all conditions, codes, and HEIGHT AND FIRE AREA PROJECTS TO COMPLY WITH CHAPTER 4 COMMERCIAL ENERGY EFFICIENCY,AS PER THE construction, provided that the energy use of the building is not increased: t - requirements with such agencies prior to construction. HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY COMSEVATION CONSTRUCTION CODE OF NEW YORK (NY)TABLE C402.1.3 a,i 1. Storm windows installed over existing fenestration. PRouEc1: PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENT MINIMUMI REQUIREMENTS, R-VALUE METHOD 2. Surfaced applied window film installed on existing single one fenestration NEI I{?-?IJ!LDING. WALLS ABOVE WALLS BELOW B- N-G DE 0 AOU. VERTICAL PP 9 9 P THE- VFPTICAL DISTANCE FROM GRADE CLIMATE ROOFS GRADE GRADE FLOORSFLOORS I FENESTRATE c PL "; _ TC' THE AVERAGE HEIGHT OF m ZONE ATTICS AND WOOD FRAMED WALLS BELOW JOIST/ OPAQUE FIXED OPERABLE ENTRANCE assemblies reducing solar heat gain, provided that the Cade does not i UNLIMITED AREA PUBLIC ROOMS AND CORRIDORS SERVING THEM 100 UNHEATED SLABS R, r T�L FiIGI'EST ROOL SURFACE OTHER AND OTHER GRADE C FRAMING DOORS FENESTRATION FENESTRATION DOOR 1 E 3 STORY _ require the glazing or fenestration to be replaced. LN".11 = 17_7" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 4EXCEPT R13 U-FACTOR U-FACTOR U-FACTOR 3. Existingceiling, wall or floor Cavities exposed during construction provided 2020 i UILDING CODE OF NEW YORK MARINE R 10 FOR 24" g P 9 ,, STATE GROUP R R 38 OR R 20 R 7.5 R 30 BELOW R-4.75 0.38 0.45 0.77 that these cavities are filled with Insulation. 0 - 4. Construction where the existing roof, wall or floor cavity is not exposed. N I SHGC SHGC SHGC i. UNHABITABLE ATTICS WITHOUT STJRAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN PF<0.2 PF<0.2 PF<0.2 5. Roof recovered. F IUTAL HEIGHT FROM RIDGE TO GRADE 17'-5" THE JOISTS AND RAFTERS IS LESS 1HAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE (NY)TABLE C402.4 0.36 0.36 0.36 ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED 6. Air barriers shall not be required and roof replacement b RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE BUILDING ENVELOPE FENESTRATION MAXIMUM SHGC SHGC SHGC 1155 SILVERMERE ROAD TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE U-FACTOR AND SHGC REQUIREMENTS 0.2<PF<0.5 0.2<PF<0.5 0.2<PF<0.5 where the alterations or renovations to the building do not Include LOAD REQUIREMENTS. CLIMATE ZONE 4 0.43 0.43 0.43 alterations, renovations or repairs to the remainder of the building envelope. GREENPORT, NY 11944 LUMBER SPECIES AND) GRADE j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN VERTICAL FENESTRATE SHGC SHGC SHGC S THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE U-FACTOR PF>0.5 PF>0.5 PF>0.5 BUILDING # 34 f ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED FIXED 0.58 0.58 0.58 t RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF FENESTRATION 0.38 SCTM # 1000-47-02-09 THE TRUSSES. i ALL EX7, DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER OPERABLE THE LIVE LOAD NEED ONLY BE APPi_IED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM 0.45 FENESTRATION ALL COMBINATION SM01<E DETECTORS DRAWING T11LE: F CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: ENTRANCE 077 DOOR AND CARBON MONOXIDE DETECTORS , i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY SHGC ` 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS SHGC ARE TO BE CONNECTED WITH A CENTRAL 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 'IRUSS BOTTOM CHORDS ARE NOT GREATER THAN TWO UNITS SHGC MONITORED CONSTANTLY AS PER THE t VERTICAL IN 12 UNITS HORIZONTAI.. 0.2<PF<0.5 0.43 NEW RAVL SPACE NA THE REMAINING PORTION OF THE ��C15TS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A - 2020 BUILDING CODE OF NEW YORK STATE UNIFORMLY CONCURRENT LIVE Li NOT LESS THAN 10 POUNDS PER SQUARE FOOT. s 'NE'N FINISHED BASEMENT NA SHGC NOTES: i Ex 34SEMENT NA k. ATTIC SPACES SERVED BY STAJR.'AYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED PF>0.5 0.43 TO SUPPORT THE MINIMUM LIVE L)AD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS. THESE PLANS ARE AN INSTRUMENT OF THE SERVCE AND ARE THE PROPERTY OF THE F Ex FIRST FLOOR 927 SF PF = PROJECTION FACTOR DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR NA ---------------- PROSECUTED TO Ti FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFI' AIL r Ex. SECOND FLOOR NA Y^ FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. Till, UTILITY SHED NA m. LIVE LOAD REDUCTION IS NOT P'RMITTED. TABLE 1004.5 {}� ! 1 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OF NEW BALCONY NA , } UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 4 AA FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, LOFT NA MAXIMUM FLOOR AREA ALLOWANCES PER $ ATTIC HOUSE a NA OCCUPANT � �.FEE 1 5 20?�7 :SEAL: uA I E: ATTIC HOUSE b NA SEPTEMBER, 09 2022 NEW GARAGE ADDITION NA FUNCTION OF SPACE OCCUPANT LOAD FACTOR PROJECT No: a ATTIC GARAGE)(o) NA 1 135-2022� DRAWN BY: i. EX. UTILITY ROOM NA BUSINESS AREAS 150 GROSS C_'\ �, ca,,b� �'� BDK EX SCREENED PORCHES NA �' s EX OUTDOOR SHOWER NA EXISTING -- SECTION 1015.3 5`�L♦ ,,, A ,� CHECKED BY: DECK 55 SF NEW DECK NA r;>_ ' � h SHEEI NUMBER: COVERED NEW DECK NA I ,I _ �..,6 Ex COVERED FRONT PORCH NA REQUIRED GUARDS SHALE BE NOT LESS THAN 42 © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. COVERED ENTRANCE NA HIGH, MEASURED VERTICALLY AS FOLLOWS: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED FD 051 84 POOL HOUSE CABANA NA 1 , FROM THE ADJACENT WALKING SURFACES. UNDER FEDERAL COPYRIGHT LAW. ESSIONP t ACCESSORY STRUCTURE NA PLANS MAY NOT BE REPRODUCED WITHOUT 2. ON STAIRWAYS AND STEPPED AISLES, FROM WRITTEN AUTHORIZATION. t (a) WITHOUT STORAGE THE LINE CONNECTING THE LEADING EDGES ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBER: of (b) WITH STORAGE OF THE TREAD NOSINGS, KEHL DESIGN ASSOCIATES, LLC. - ' 3. ON RAMPS AND RAMPED AISLES, FROM THE THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE J N RAMP SURFACE AT THE GUARD. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEHL DESIGN-ASSOCIATES, LLC PROOF OF PURCHASE. SIMPSON STRONG- TIE CONNECTORS SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO 8d NAILS THIS MTS20 LTS20 PIN UPLIFT SIDE OF TRUSS. PROVIDE (1) HGA10KT ON UUU�­I­I L'H,-H P So E 4 ALLOWABLE L/ 1.2 - ":; CADS LOAD SIDE OF CEILING JOIST Ll LO FASTENERS LATERAL WITH TOTAL FOUR AND ON SIDE OF RAFTER MODEL CA UPLIF UPLIFT CODE 8d NAILS ------ TT (133 160) 8d�l 12" ULT NO, NAIL REF. INTO TRUSS.AVG S To T To RAFTERS/ PLATES TO (133) (160) F, F2 (133& STU TRUSS I IMPSON 16nl I NOTE: REFER TO SIMPSON WOOD CONSTRUCTION H7 16 4-8d 2-8d 8-Bd 2991 930 985 400 — — 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND TAKE-UP WASHER VE KEHL DESIGN ASSOCIATES LLC — PROPER INSTALLATION PROCEDURES residential �commercial design o consulting H6 16 8-8d 8-8d 3983 915 950 650 — — 5, 44 I FASTENERS ALLOWABLE UPLIFT LOADS (133) — ALLOWABLE UPLIFT LOADS (133) TWO J-.1 2 DIMENSICNS "'�,ART T PC.Box 1675 phone: (6311433-9084 MODEL GA (TOTAL) AVG LENGTH OF BOLT WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS A 2 REF. INTO Southold,New York 11971 tttt ULT:. EFTA E-Mail: ssbn654aloptonline.net NO. MAX. �CLEAR 3� A LFTA PLATES WIDTHSPAN L OTY DIA 2" 2J" 11" 2" 21" 3" 31" EIGHT--' v INTO Kehl Design Associates,LLC o formerly D A K Associntes,I I LFTA 16 —T42�O 5, 44, 85 _C 3.J" STUD 8d NAILS _4/�' SP4 116-_10d — 42CDO, 1205 1400 OWNERSHIP & USE OF DOCUMENTS: 2 DOUG-FIR LARCH SO. PINE RS FASTENE ALLOWABLE UPLIFT LOADS" These drawings and specifications including the 1 Od x 1"' CODE MODEL L AVG 10d 2 o ideas, design and arrangements represented NO 10d 10d x 1 ULT. REF. LFTA LSTA21 00 therein, are the property of KEHL DESIGN (133 / 160) (133) (160) o ASSOCIATES, LLC, No part thereof shall be o oc Simpson Strong-Tie copied, disclosed to others or used in connection M TS 1 16 14-10d 14-10d x 1 3116) 1000 840 1000 3, 41, 128 o '0 HGA10 with any work or project other than for which ,,E111 od_1 d DETAIL "K11 they have been prepared without written consent. MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3. 41, 128 ARTJ-xl 2 LST20 20 12-10d 12-10d x 121" 238.3 775 720 720 3, 41 CNW- 00 5,, R EV. COUPLER NUT DETAIL "'Ell -STU 8 — f o. Equal number o SIMPSON 02-27-23 DOUG-FIR-L-AikCH/ SO. PINE CODE specified nails in TAKE—UP WASHER 03-05-23 TYPE OF DIRECTION ALLOWABLE LOADS REF. MODEL CONNEC- OF LOAD FLOOR ROOF TION (1331 each end 03-13-23 (100) (125)) 160) NO. Simpson Strong—Tie G 515 1 645 670CS16 ART5"xl 2 7 3 8 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "Hit H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOEDOWNHOLDOWN DEFLECTION CODE ARTJ-xl 2 DEFLECTION I IUN STUD 2,3 AT HIGHEST 00 MCOEL MACHINE AVG LENGTH OF BOLT AT HIGHEST REF.it '0 ALLOWABLE N BASF BODY ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE LOAD DESIGN 0 HB SB W, H B so CL DIA"" -- DESIGN 0 GA GA OTYF DIA 2" 1 21" 1 3" 1 3A11 5� LOAD WHEN RAISED OFF 0 0 THE SILL PLATE 0 4 6 2 H D24, 2 2 i" 8" 1 2'" 1 12150 1555 2055 2565 2775 2775 2760 0.058 0,077 2, 43, 82 0 0 1 1J 0 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS MODEL AVIG OF / SP CODE NO. W7 L - STUD PLATE UL.T. __-0-3-3-7- (160)' REF. SPA 3 71" 5-10d x 12"�_ 29,17 735 7 885 7, 40, 127 MODEL DIMENSIONST'FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE PIC, GA FLOO NO W - L NAILS (100)R (133)3) (160) REF. 01c) VVORK NOTES: LSTA21 20 11" 21 905 1 1205 1 1295 7, 40, 90 MODEL DIMENSIONS FASTENERS (TOT,AL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS FLO (133) (160) REF. Simpson Strong—Tie STU (100) 8 MST,A24 18 ill, 24 1 -1 d 1025 1370 1640 7, 40, 90 LUS46 SIMPSON 4 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE TAKE—UP WASHER NO. L END GA CUT LENGT-H (TOTAL) 0)2 SPACING REF. HD2A (LENGTH (i 00) (133 / 16 oc. OF ROLL) (IN A ROW) — NOTE: ALL HANGERS TO BE USED ON THIS PROJECT SImps-, Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 2B-8d 1235 1650 2 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 NOTED. FAILURE TO COMPLY WITH ALL NOTES MOD DIMENSIONS FASTENERS ION. DOUG FIR LARCH- DETAIL "'Ft' /SO. P114E ALLOWAaLF LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H 6 HEADERSJOISTS AVG UPLIFT FLOOR (100) SNOW (115) ROOF (125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES ULT. (133)(160) 10d I 16d 1Od_F16d 10d 116d REF. ALL LIABILITIES ON THE CONTRACTOR. CNW— LUS4F 18 31��" 41" 2 — 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 11111 DETAIL - COUPLER NU HU'21 0-2 14 3A" 9 rk" 2 — 8-16d 8-16d 6076 1755 2105 — 1650 — 1900 2065 .1, 36, 84, 122 ARTJ-xl 2 STU 5"— DOUG-FIR LARCH/SO IN E ALLOWABLE LOADS 8 FASTENERS UPLIFT LATERAL CODE SIMPSON MODEL AVG UPLIFT (133/160) REF. NO. GA TO RAFTERS TO PLATES TO STUDS ULT. =(:I 3=3) (l 6 0) F TAKE—UP WASHER 160 Acceptance of these drawings does not authorize the right to HCA1OK7 14 4-SDSJ"x1J" 4-SDSJ"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 SP4 requirements with such agencies prior to construction. TWO 8d NAILS THIS CNW- SIDE OF TRUSS. COUPLER NUT SP4 TOTAL FOUR SE A MINIMUM OF PROJECT: NAILS TWO 8d NAILS THIS 5 INTO TRUSS. SIDE OF TRUSS. MTS16 STU LSTA21 SIMPSON ANCHOR BOLTS MTS1 6 SIMPSON 00 TAKE-UP WASHER TOTAL FOUR HD2A g— Stron Tie 8d NAILS < LSTA21 INTO TRUSS. HUS210-2 EiVILVER TVI'D FT AILS 'TO PLATES EIGHT TWO 0 1155 SILVERIViERE ROAD F,1 NAILS 8d NAILS IN Tu INTO DETAIL "All GREENPORT NY 11944 STUD Simpson Strong-Tie PLATES °®° (D H7 EIGHT__� 8d NAILS INTO DETAIL "Ell" DETAIL _J DETAIL BUILDING # 34 STUD Simpson Strong-Tie H7 Simpson Strong—Tie SCTM # 1000-47-02-09 LFTA DETAIL "L"LFTA 0 0 0 ROD SYSTEM LFTA 0..0 00. Ridge Strapping DRAINAGE ROOF RUN-OFF NOTE AND CALCULATIONS DRAWING TITLE: LSTA30 SIMPSON WINDLOAD BP RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL X cu.ft. per vertical NOTE: l'-O" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / STRONG-TIE DETAILSALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE l'-O" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. / ROOF DRAINAGE ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES COVERS ROOF AREA = 1068 so/ft 2" THROUGH ROOF 3" THROUGH ROOF CALCULATIONS AND 2-d FLOOR ROOF V A x R x c PLUMBING RISER DIAGRAM LTP4 LTP4 2 A 1068 sq/ft R = 2" RAINFALL = .17 ft LTP4 C COEFF. = 1.0 NOTES: THE licit V 1068 x 1 x 166667 = 178 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF DETAIL EXISTING MASTER BATHROOM DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong—Tie 2 KITCHEN 2 3" 2" 2" PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL 3' 178 / 42.25 VERTICAL FT. / FT = 4.2 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 '--"'r DETAIL "B" Floor—to—Floor Connections Ridge Strapping I DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN 01; LTP4 1ST 7� 77 USE (2) 8' DIA. POOL 2'-6" DEEP = 5.0 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong-Tie Detail FLOOR 2 2 ' 2" I.t FLOOR OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to--Floor Connectio)ns 3' 3.. 178 / 68.4 VERTICAL FT, / FT = 2.6 V.F. SEAL DATE: 2 USE (1) 10' DIA. POOL 3'-0" DEEP = 3.0 V.F. SEPTEMBER, 09 2022 AIL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN PROJECT NO: ENGINEER TO HAVE A CAPACITY E0(JAL TO OR GREATER COMMERCIAL CONSTRUCTION DETAILS- OF 1135-2022 - THAN T'dE REQUIRED AMOUNT CALCULATED FOR EACH CASE, CRAWL SPACE POOLS TO BE PLACED ON OPPOSITE SIDE OF DRAWN BY: �­ F.A. VENT 6" C 0/ ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF C 0q; 'AHOVE GRADE HOUSE AND/OR LEADERS TO BE PIPED TO BDK 2 ECKED BY: POOLS (1/2 OF THE ROOF TO DRAIN TO EACH NEW YORK STATE TO SC WA -,PPRCVED S EWER S�STEIV POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC EEI NUM�3ER: NO SUBSTITUTIONS All framing hcr-dware shown on t1hese plans, COMMERCIAL CONSTRUCTION D ETA ILS- SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). 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 )S10NP Due to the relationships of framing hardware to (SEI/ASCE 7-22) WHERE TRAFFIC IS TO BE PRESENT, the other components of the structure, any framing PLUMBING RISER DIAGRAM (NTS) DOB NUMBER: OF hardware substitutions will render these plans ACCESS 1131LITY CONSTRUCTION D ETA I LS_ 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 CISSUMing responsibility for the design and ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION BE DIVERTED TO EACH POOL. Q KEHL-D ES1 G N-ASSOCIATES, Luc performance of the entire system. TO CONFORM TO 2009 Al 17. 1 E$i._WI_ n5-Fi �„1=IWWJil ILLl- 3 __���I Ri KEHL DESIGN ASSOCIATES LLC f{ residential & commercial design e consulting P 1 PO,Box 1675 phone: (6311 433-9084 t Southold,New York 11971 E-Mail: ssbn654Copfonline.net Kehl Design Associates,LLC o formerly D A K Assoaatr,s,LLC 33'-04" ;OWNERSHIP & USE OF DOCUMENTS: 33'-04,. These drawings and specifications including the 5'-53"� 12'-24" 11'-Og 4 " '- " A ideas, design and arrangements represented 01 therein, are the property of KEHL DESIGN r r PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH ASSOCIATES, LLC. No part thereof shall be 1 THE 2020 BUILDING CODE OF NEW YORK STATE copied, disclosed to others or used in connection t Aw41v AW41v 3842 with any work or project other than for which F3 45 "x 26" 45 x 26 44 x 48 _ — — they have been prepared without written consent. Awning Awning DBL Hung ALL HEADERS ARE TO BE (2)1Y4"X 7"' LVL 4 10 -1 CL 10 -14" (UNLESS OTHERWISE NOTED) I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —� I REV. m I 02-27-23 00 NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 1 1 I I 03-05-23 4 BUILDING CODE OF NEW YORK STATE 1 I I 03-13-23 00 x B E D R 0 0 M �, KITCHEN Ex. Min. 2" PC. Slab Ex. Min. 2" Pc. slab I I 3 a I I n:"� „I i I Qua BEDROOM DINING �� NOTES: 4 I I LO CL. Q AREA Ex. 8" CMU. Pier Ex 8' CMU. Pier 4 4 © Provide Insulation Baffles as required at Soffit. 8' n Co Locations to Provide for proper attic ventilation 10'-64" 10'-64" 10 -64" 8" o -11" 00 ® Provide R-49 Insulation in all Flat Ceilings as per F_ � (- I Existing (2)2x10 Girder I I Existing 2 2x10 Girder O O 2018 IECC International Energy Conservation Ciode g O I I Existing (2)2x10 Girder I I with (1) 14"% 93" LVL Sistered I l with (1) 14'x 9}" LVL Sisteredl 1 with (1) 14"x 9z" LVL Sistered 2 68 2668 ® Ice and Water Shield to be used Beneath any damaged roof L__J /Ex _Jshingles or areas of repair on the roof B I 1 0 0 oB14'-9 ® Provide Simpson Tydown or Hurricane Strapping to the roffters 1at all locations of the Interior that are Exposed during tine woD removal of mold or deteriorated interior surfaces. n o Ex. 2'-0"x2'-0"x1'-0" o . 2'-0"x2'-0"z1'-0" o Ln I I 1 1 Concrete Footing co Concrete Footing 7) I a © Provide lx6 Azek or Equal to all locations of the fascias that are repaired due to Mold or Deterioration. N I Co I N "Ca Ex. 8" CMU. Pier � Ex. 8" CMU. Pier � 0 ® Blue Skin House Wrap or Equal to be Used Under Siding foir All 1 ( " N o Locations Repaired c� — r — 'WORK NOI ES: 0 Remove and Replace any Insulation that shows signs of mold g ( ) I I Existing2 2x10 Girder ( ) I I Existing (2)2x10 Girder I I 8 —8 with 1 x g2x10 L (Sistered with 1 1 x 9 LVL Sisteredl l with (1) 1 "x 9�" LVL Sistered I LIVING I O �' �' I I c ) �' �' or deterioration with R-15 Insulation ROOM I I --_J _J I I 00 C ® Remove and Replace any Siding that shows signs of deterioration 4" i' A D A Do x J with New Cedar Wooden Shingles N, g„ 4" 4" a o /Ex. 2'-0"x2'-0"x1'-0" /Ex. 2'-0"z2'-0"x1'-0" 8" BATH 0 e Remove and Replace any Sheetrock that shows signs of maild Concrete Footing Co Concrete Footing or deterioration with New $" Type "X" Fire-rated Sheetrock( i i Ex. Min. 2" PC. Slob I I I I Ex, Min. 2" PC. Slab tCID 23'-2 4 4" ALL COMBINATION SMOKE DETECTORS 1 L _ _ — — — — — — — — — — _ — — — — _ _ _ _ _ AND CARBON MONOXIDE DETECTORS AW41v 441"x24�" 441"x241" ARE TO BE CONNECTED WITH A CENTFRAL t- - - - - - - - - - - - - - - - - - - - - - -t AW41v AW41v = r = (2 'x A .? Glr r 45"x 24�" 3, 1 Awning Awning = I rY �t d Awning7'-84' 2'-64 9 9 MONITORING STATION AND TO BE AW41v 44 °x 24 " 44 "x 24 " AW41v �j I 1 I 24" Conc. Filled Sono If-- 0'- A $ 3" AwningAwning MONITORED CONSTANTLY AS PER TIHE 9 � RAMP � I I I Tube Cut in Half I N� 3 2020 BUILDING CODE OF NEW YORK STATE Min. 3'-0" Below a p x 4 Final Grade 3' 1 14 4 = I „ I 11„ ,,, �� NV' �tofn I I _I 1 o_x "' ----,---------'----'-- 8" 4x4 ACQ Post attached to M " ENTRY �w 4x4 ACO Post attached to I 2Gi 8_AC 10" Conc. Column with Simpson - I - ALL INTERIOR FINISHES ARE I O I 1 10" Conc. Column with Simpson I 4x4 Post Anchor and 8" Anchor 1 i 0 VESTIBULE I B I I 4x4 Post Anchor and " Anchor 4 Bolt on 22" Conc, Filled Big Foot, N DECK C O M P L Y WITH THE 1 I I w Bolt on 22" Conc. Filled Big Foot. " OX ito o - 2020 BUILDING CODE OF I Acceptance of these drawings does not authorize the right to NEW YORK STATE I I build without the authorization of local governing agencies, such 24" Conc. Filled Sono I B Tube Min, 3'-0" Below I as Suffolk County Dept. of Health Services, Town Building �' I I N 84" 2 -104" I Final Grade 1 Departments, DEC, FEMA, etc. Verifyall conditions, codes, and T ; — L14 requirements with such agencies prior to construction. i I 3042 3042 FIRE EXTINGUISHER _ _ _ oe _ _ _ _ 6 x8 A cir r 36"x 49" 36"x 49" �� — PROJECT: CLASS ABC, 5LB, 2A: 10B: C -- ---- DBL Hung DBL Hung t AS PER TABLE 906.3(1 ) FIRE = 4x4 ACO Post attached to ° +8 �o " �+ ao o �I� dco "^" @ EXTINGUISHERS FOR CLASS A lo" conic. Column with Simpson I Q 00 SILVER ,�� FIRE HAZARDS BASED 0 N 4z4 Past Anchor and e" Anchor , 4x4 ACQ Past attached to —k LIGHT L 0 W HAZARD Bolt on 22' Conc. Filled Big Foot. N• 10" Conic. Column with Simpson \ N N 5'-10 2'-1 5'-5 ' 5'-6 " -6" 7'-6 1 (2 2x8 ACID Girdle S 4 (LOW), 4x4 Post Anchor and a Anchor L .,, ' HOLD N, 7'--1 14" 1 1' 1 4'-0"" OCCUPANCY ; „� Boll on 22" Conc. Filled Big Foot. 1 1,3�-4'-8�„ 7'-0 -8 „ l� 5 14„ 1155 SILVERMERE ROAD 44 ACO Post attached to 10" Conc. Column with Simpson G R E E N P O RT, NY 11944 44 Post Anchor and 8" Anchor Bolt on 22" Conc, Filled Big Foot. BUILDING # 34 EXISTING FLOOR PLAN UNIT 34 SCTM # 1000-47-02-09 SCALE: 1/4" = 1'-0" DRAWING TITLE: AS NOTED 7'-1 14 11 14'-0 " NOTES: 33'-04 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 VFRIFY AIL FOUNDATION PLAN UNIT 3 4 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESILITY FOR MISION LE FOR FIELD FIT THE DESUUNFIGN PROFESSIONAL ORESEEN FIELD CONDITIONSES NO AND ORAADDITIONS BASEIDIOUPONDUE TO COMMENTS UNKNOWN OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. s SCALE: 1/4"= 1'-0" SEAL: DATE: DECEMBER,14 2021 PROJECT NO: / DRAWN BY: F �R\ J. Cp�Uifi BDK b HECKED BY: f Y SECTION 1015.3 I -='."' ,,,° RB @ © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. A ;i HEET NUMBER: REQUIRED GUARDS SHALL BE N 0 T LESS THAN 4 2" ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED HIGH MEASURED VERTICALLY AS FOLLOWS: UNDER FEDERAL COPYRIGHT LAW. � .a 4 ���' PLANS MAY NOT BE REPRODUCED WITHOUT U,�`� ,P Al O 1 . FROM THE ADJACENT WALKING SURFACES, WRITTEN AUTHORIZATION. 2. 0 N STAIRWAYS AND STEPPED AISLES FROM ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ,. KEHL DESIGN ASSOCIATES, LLC, uUH NUMBER: of THE LINE CONNECTING THE LEADING EDGES THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE OF THE TREAD NOSINGS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN ' 3. ON RAMPS AND RAMPED AISLES, FROM THE PROOF OF PURCHASE. t0 KEHL DESIGN-ASSOCIATES, LLC RAMP SURFACE AT THE GUARD. i 1� g ill ' Pl f 33'—01" KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting _34,. 10'-2g„ 10'-28" _31» s 33'-0"' 4 PO.Box 1675 phone: (631 433 9084 A Southold,New York 11971 E-Mail: ssbn654soptonline.nel f -34„ 10'-2 10'-2'„ -34„ S I I I 201 I I k I I I I ' Kehl Design Associates,LLC o formerly D A K Associates,LLC ' OWNERSHIP & USE OF DOCUMENTS: A I , 201 1 0 I I These drawings and specifications including the v ; ideas, design and arrangements represented ' therein, are the property of KEHL DESIGN o PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH I ASSOCIATES, LLC, No part thereof shall be THE 2020 BUILDING CODE OF NEW YORK STATE copied, disclosed to others or used in connection 244DH 040-2 N I N D D I B D I with any work or project other than for which i -N 2144DH3040-2 FWG6068L Tempered Sashes I 244DH3040-2 FWG6068 244DH3040-2 they have been prepared without written consent. 1 ------------- (,2)1 "x9�" LVL Hdr. (2)ly"x9 "' LVL Hdr. "Co (2)1 "x9�" LVL Hdr. IF 4 ALL HEADERS ARE TO BE (2)13/"X 7"' LVL —--— 3s" 32 -51 31" (UNLESS OTHERWISE NOTED) REV. o "' CLOSET '� ' o C0 ~ AREA °a I O tT 02'-27-23 I Co I NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 NN R A P 00 031-05-23 n C°o ) o BUILDING CODE OF NEW YORK STATE o 0 0 03-13-23 2'-34 7'-104 - 12'-34 0 "� o i 1 f 2 ---- _ t¢ -_ N 2'" NOTES: o _� 4'- q NA N 3068 N - © Provide Insulation Baffles as required at Sofffit N y.�o 06 C Locations to Provide for proper attic ventilation �� G c0 �,� '9' I Q o ® Provide R-49 Insulation in all Flat Ceilings cis per �� o Q N W N WC _� 2018 IECC International Energy Conservation Code Q N W i m m ��6-o I ® Ice and Water Shield to be used Beneath any damaged roof pp WC o i cn ��; � r' B -,� shingles or areas of repair on the roof B -_ �U1 0 EVENTS � � O � 5 -5� 32 101 � ® Provide Simpson Tydown or Hurricane Strapping to the rrafters 01 � O B L0 3 N at all locations of the Interior that are Exposed during the O3 - 1 N o �1 AND =� 1 = _ removal of mold or deteriorated interior surfaces. �o Ride C NFERENCE ~ RENTA _ I g ABL _ p\1\I } N J Q a 3 4 © Provide lx6 Azek or Equal to all locations of the fascias) that y- Ri ge Vent Q CN - II � D E S K a m "' EJ -° U are repaired due to Mold or Deterioration. J m EN" I '�v,u iO Q 1 o o N ® Blue Skin House Wrap or Equal to be Used Under Siding for All � Q �� SHOWER - Locations Repaired W cocY Z Q a ; tc .WORK NOTES: (( z HER Q 3,,, ® Remove and Replace any Insulation that shows signs of (mold e�Q Z SHOWER d Co o 2 or deterioration with R-15 Insulation �, o N � 5'-54" U' ® Remove and Replace any Siding that shows signs of deterioration �' N NLn Ln 1 with New Cedar Wooden Shingles I U All `Walls and Ceilings 2'-7" -4'-2z"�5'-54" IS Remove and Replace any Sheetrock that shows signs of mold c �, to be Covered With o or deterioration with New $" Type "X" Fire-rated Sheetrock �o L0 1 o= N N h" Type "X" Sheetrock 00 STORAGE -------- N T RA E ��_� ---- n o � 0_ 32'-54„ o I o 1" 1 Lin ��f 8' 11" C ling H ht cV 32 FIRE Cob 3z I ALL COMBINATION SMOKE DETECT(ORS (2)14"x9 " LWL Hdr. -I (2)1�"x9�" Hdr. EXT (2)1 306 LVL Hdr. (2)1 "xs " LVL Hdr. AND CARBON MONOXIDE DETECTORS 3068 0. 3068 TO. ------------- —__— `� 244DH3040 3Z" 32" 4'-61" '" 4 DH o4o ARE TO BE CONNECTED WITH A CENTRAL -T ---- 5,_74„ I 244 H3040 A MONITORING STATION AND TO [BE LEI u 1 "' MONITORED CONSTANTLY AS Pf=R THE cc I I v of 2020 BUILDING CODE OF NEW YORK STATE oo This Roof System > t 1 ------- - - ---a--------------------- I to be Built - I ---- 9 n > ENTRY _ Over the Top of ---- -- ---- z KITCHEN VESTIBULE S AI the Main Raof ENTRY M KITCHEN VESTIBULE ALL INTERIOR FINISHES ARC= TO _______ 01 p 2x6 ceilingJoists 1„ p ,55 6' 18'� AFF. � —`- 2;-5� I COMPLY WITH THE N UTILITY_ 32 3� 2020 BUILDING CODE OF CO Accepttance of these drawings does not authorize the right to 2;2x6 C Iliin Flush Beam N =� B ( 11" AFF. RM. NEW YORK STATE B �e I U1 T � 8 � I � B � I 1 Q ��� .�B I build without the authorization of local governing agencies, such Ln i 1 1 as Sufffolk County Dept. of Health Services, Town Building N �HLAILK `x e"rig M. Deportlments, DEC, FEMA, etc. Verify all conditions, codes, and zx- - CC. I E.P. a-1 AFF. I requirements with such agencies prior to construction. ------ ---- — FIRE EXTINGUISHER ---------- ------------ -- ---- - -{ CLASS ABC, 5LB, 2A: 10B: IC I 1 PROJEc.T: �, CONC. RAMP LANDING AS PER TABLE 906.3(1 ) FIRE —LANDING EXTINGUISHERS FOR CLASS A —11, — a 4 5 14 SILVIFERE�+.d �-.6 i FIRE HAZARDS BASED ON, 4 LIGHT, (LOW), HAZARD 7'-114" 11' 14'-01" Li OCCUPANCYNrl U I E L 31„ -5g„ -44„ 1" 5 1„ 5i_22 32„ 2 3� 3� 3� ROOF FRAMING PLAN UNIT 4 1155 SILVERIERE ROAD b 3 } 24'-6 " GREENPORT, NY 11944 I I I f SCALE: 1/4"= 1'-0" w BUILDING # 34 n I SCTM # 1000-47-02-09 U z 5 C O DRAWING TITLE: € U 4'-15" -101" 7'-101" —21" 7'-11;4" 11 14'-01 AS NOTED t t NOTES: THESE PLAINS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE FLOOR PLAN UNIT 34 PROSECUTED TO THE FULLEST EXTENT OF THE LAW CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND DE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRIOFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO Ul?KNOwN OR SCALE: 1/4"= 1'-0" UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COI,IYENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. a SEAL: DATE: DECEMBER,14 2022 PROJECT NO: or 1 135-2022 e� DRAWN BY: C Ci\ BDK r r ( , CHECKED BY: SECTION 1015.3 F © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. "'£A SHEET NUMBER: I ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED c �� REQUIRED GUARDS SHALL BE NOT LESS THAN 42" UNDER FEDERAL COPYRIGHT LAW. HIGH, MEASURED VERTICALLY AS FOLLOWS: PLANS MAY NOT BE REPRODUCED WITHOUT °� �t��\ Al 02 1 . FROM THE ADJACENT WALKING SURFACES. WRITTEN AUTHORIZATION. 2, ON STAIRWAYS AND STEPPED AISLES, FROM ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. DOB NUMBER: OF THE LINE CONNECTING THE LEADING EDGES THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE OF THE TREAD NOSINGS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN - 3. ON RAMPS AND RAMPED AISLES, FROM THE PROOF OF PURCHASE. © KEHL DES►GN•ASSOCIATES, LLC 6 RAMP SURFACE AT THE GUARD. y / 1 7 2z8 Ridge Beam JLL _ EX,Ridge Vent Rid e Beam "A" �� ,. / 2x8 Ride Beam g _ - �- Ex, 4" CDX Roof Sheathing 9 r�� \ .,,., t,El- CDX Gusset Plate CDX Gusset Plate - &A a ell CDX Gusset Plate D �. II t J11 4 4 Ice and Water Shield i••; *--�--_ I '• Ex. GAF Architectural Roof Shingles 1J I I LJ__Ll LL-1 ti J_ 11 L 1�� IHII I_L_II I1_ Total R45lnsulation Got I ,I II i iL 11 IjAI JJ�_L1 I J ill 1 I � 4 CDX Gusset Plate 0 i ` Ex 2x6 Rafters lCoc. KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting ' W_LIUI.:LL_1ll11;1_lL�ILLJJJ, LL Total R45 Insulation dd�e +� �' k os a07 `•• 2x8 Sub Rafters 16"oc. y 9 I'!1-1111_11J!L_' l�l1LL._ll_LllLll.JJ-W I!Ell_ J_1LI L1_IJ11 Ei1 !L,E 11_ J JL. _I1ALI 1�_I1l l 'IJUI U�LI�JL e E�L�iJ-1I-1I L LIJ1 Ell_�L1L11 L1JT_L LJ liU_LtUL-LI- LLLIJEJ L J LJlll CDX Gusset Plate -L 1T L LJ�I_1L�_l��- L 111E _ 1 L� JLLU�t�_ �1 T R 4 n N }� o� S h ' . !1_ _1L1111 I 1 11 Ili J1ll_ L1 LI L J U1 _ J11 J1_I-I. JLL ota 5 su of an 2x8 Bottom Chord 2x8 Bottom Chord S. P0.Box 1675 phone: (631)433 9084 O Air Vent /Insulation Baffle Southold,New York 11971 E-Mail: ssbn654Coptonline.net x L] LEI L!_Ui 1, ! I I l n 111-W ! _LI II L ! Simpson Tydown 11E ._IJE1l_I L11 ®ix6 Azek Fascia ll 1L LLl Ex. Vented Soffit Kehl Design Associates,LLC o formerly D A K Associates,LLC I LLI-)LLL1 1 (2)2a4 Top Plate CONFERENCE OWNERSHIP 8c USE OF DOCUMENTS: u ELL1El1 LL11 k J L1_ 4 Exterior Sheathing TABLE E S J1 � � ®Blue Skin House Wrap or Equal These drawings and specifications including the L_1_ ll� 244DH3040 244DH30410 244DH304U =244DH3040 All Walls and Ceilings ® Cedar Siding g ideas, design and arrangements represented 1i- to be Covered with g 9 P 1, tE' — t Ex. 2x4 Stud's 16'oc. therein, are the property of KEHL DESIGN I g" Type 'Y' Sheetrock ASSOCIATES, LLC. No part thereof shall be J:1 I_I I L11L.. - ' I!11_'1� ll li ll lL_11iL Li L 1J11� ll.li H ® R-151nsuloion copied, disclosed to others or used in connection I_!_!1-11 I ,,II lJ I-t-LI111! 1W1LU_1_ J l i L1I u 111 L I.L 111.1E-11 LEl1_EL L1t 1.1L.D_llllJ LLU 1_'.i1; �1Ju' _!_111 LLU�'1_iLll_ L11 EI1�ILL�J'L. Il- ® R-15Insulation with any work or project other than for which 1_II !.1_E1Ei.L% i1. 1E` L_ L11�1 L1L�L11 1 LL __ ELEj1 4" Finish Floor they have been prepared without written consent. �fi�I_EL 11_J1L11 'W_�1��1;)L_I1) �l.ililll�LI111 IlLL1L! ---- -- I �q" Subfloor Sheathing Ex. 20 Sill Ex. } - - - REV. 61162 Ex.2x8 Box Beam Existing (2)2x10 Girder Existing (2)2x1U Girder Lw-30C ith (1) 1 "x 92" LVL Sistered with (1) 1 "x 92" LVL Sistered R-30C Insulation 012-27-23 Insulation R-30C Insulation 013-05-23 Ex. 8' CMU. Pier 013-13-23 EAST ELEVATION Ex 8" CMU Foundation Ex. Ex. 2 CMU. Pier Slab 2" PG Slab 2" PC. Slob I q SCALE: 1/4"= 1'-0" Ex, Ex. 2'-0"x2'-0"xi'-0" II �I _ Ex. 16"x8" Cont. Ftg. Concrete Footing II II I II II ll Min. 3'-0" Below g i 11J1ll Final Grade. t 1 III,�L CROSS SECTION A 1- II I I ILLI III SCALE: 1/4"= 1'-0" I �L 201 PPOVIDE HURRICANE STRAPPING IN ACCORDAfNCE WITH d THE 2U20 BUILDING GGDC OF NEW YC''K `,STATE 244DH3040 244DH3040 I Tempered J LdJ Tempered ll I I ALL HEADERS APE TO BE (2)I%"X 74" L1VL (UNLESS OTHERVdSE NOTED) - - 11"x13" Rafters with 12"x15"x 4" WORK: NOTES: r I CDX Gusset Plates @ 48"oc. NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 Ridge Beam "A" BUILDII'IG CODE OF NEW YORK STATE 4" CDX Plywood Gussets 4" CDX Plywood Gussets Y Insulation x. x Rafters oc. . .✓ IrtEJ E 2 6 R ft 16 2x8 Sub Rafters 16"oc. Provide Insulation Baffles as required at Soffit Local ons to Provide for proper attic ventilation 4" CDX Plywood Gussets 4" Cl Plywood Gussets I Provide R-49 Insulation in all Flat Ceilings as per 4" CDX Plywood Gussets Ex. 2x6 Rafters 16"oc. 2018 IECC Internotional Energy Conservation Code 0 Ice and Nlafei Shield to be used Beneath any donnaged roof WEST ELEVATION 2x8 Sub Rafters 16"oc. R-45 Insulation 4" CDX Plywood Gussets 6 shingles or areas of repair on the roof Cm Provide Simpson Tydown or Hurricane Strapping to the rafters SCALE: 1/4"= 1'-0" © Air Vent / Insulation Baffle 11 4" CDX Plywood Gussets E at all locations of the Interior that are Exposed during the ll ®Simpson Tydown removal of mold or deferiorated interior surrfaces. 111�!! 11 m Azek Trim - !�LLl� _1I_ > P!cviA 1X6 Azek or Equal to all locations of the fascias that Vented Soffit—f e repaired M I r eriaratiom. ore due to Mold a Dei _ Ex; (2)2x4 Top Plate _ ILL Ez. 4' Ezierior Sheathing New 3 Ply Truss Beam n ijluo SIIn douse Wrap or Cqual to be Used Under Sidinq for All 11 LLL 11 Locations Repaired ® Blue Skin House Wrap or Equal 0 P,er°lave and Replace any Insulation that shows sighs of maid ® CedorSiding CONFERENCE ��° EVENTS AND or deterioration with R-15 Insulation I__11 1 1 ! 1 EI I 4 Ex. 2x4 Stud's 16"oc TABLE RENTAL DESK CL. ADA ! 1 W.C. ® Remove cnd Replace any Siding that shows signs iof deterioration R-301nsulation All Walls and Ceilings BA T HROOM ® R-15 Insulofian I a" Finish Floor to be Covered with 2'-7" -8 " 5 -24" Acceptance of these drawings does not authorize the right to with New Cedar Wooden Shingles s�> >> >> R-30 Ins ! tion P 9 9 Ex. 2x4 Sill Ex. 4 Subfloor Sheathing g Type X Sheetrock C', Remove and Replace any Sheetrock that shows sighs of mold R-30 Insulation ® build) without the authorization of local governing agencies, such 5„ - as Suffolk County Dept. of Health Services, Town Building Or deteriOfat10n with New 8 Type "X" Eire—roted Sheetrock I IIIFX.2x8 Floor Joists 16"oc EX.2x8 Floor Joists 16"oc Ex. 2x8 Floor Joists 16"oc. Departments, DEC, FEMA, etc. Verify all conditions, codes, and II 244DH3036 Ex, 2z8 Box Beam EX. Existing (2)2x10 Girder Existing (2)2x10 Girder Existing (2)2x10 Girder Ll " „ re uiirements with such agencies prior to construction. ll-_ with (1) 1 x 9p� LVL Sistered with (1) 1 x 92 LVL Sistered with (1) 1 x 9,' LVL Sistered g 9 P i 244DH3040 244DH3040 244DH3040 244DH3040 HL� r � EX. 8" CMU. Pier Ex 8" CMU. Pier Ex. 8" CMU. Foundation I PROJECT: ALL COME INATION SMOKE DET-ECTORS 1J Ez.2" PC. slob EX,2" PC. Slab—� Ex.2" PC. slab AND CAF:BON MONOXIDE DETECTORS 1 Ex. 16"x8" Conc. Ft .I;E I J !�E CONNECTED WITH A, CENTRAL � ���� -� g� Ex. 2'-0°x2'-0"x1'-0" Ez 2'-0"x2'-0"xl'-0" � 11 I l i Min. 3'-0" Belowt"I I L 1 r t 1.4 CN TOI N G 'STATION AND TO BE Final Grade. Concrete FootingConcrete FootingE F. t ' t�!ONITORED CONSTANTLY AS PER THE t CROSS SECTION )2U BL'ILDINC CODE OF NEW YCDRK STATE v­I %J SCALE: 1/4"= V-0" 201 ALL INTERIOR FINISHES AIRS TO NORTH ELEVATION 1155 SILVERI�ERE RO!`1:D G 2x8 Ridge Beam COMPLY WITH THE— Ex. Ridge Vent GREENPORT, NY 11944 Ex. 2x6 Rafters - 16"oc. 2020EW BUILDING Y0RK STATE OD OF Ex. 3" CDX Roof SheathingBUILDING # 34 SCALE: 1/4"= 1'-0" ^ and Ex. GAF Architectural Roof oShingleter s d R-491nsulation ® SCTM # 1000-47-02-09 +D Insulation Baffles ® Simpson Tydown 2x6 Joist 16"oc. URAWI(VG 1 I LE: 4 — FIRE EXTINGUISHER ® Azek Trim I CLASS ABC, 5LB, 2A: 1 OB: C Ex, Vented Soffit A PER TABLE 906.3(l ) FIRE ! Ex. Exterior Top Plate EXTINGUISHERS FOR CLASS A a" EzferiorSheathing 5'-74" 4'-64" AS NOTED ® Blue Skin House Wrap or Equal FIRE HAZARDS BASED ON, 1 II g ENTRY ^J ® Cedar Siding LIGH I , (LOW), HAZARD l Ex. 2x4stadsl6°ac. KITCHEN-- VESTIBULE NOTES: OCCUPANCY THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN [PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE I J ® R-15 Insulation „ R-15 Insulation PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL } 4 CDX Sub Floor IL 2x4 Sill 4" CDX Sub Floor FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE s L 1 1�J DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UIJKNONn+ OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COYlIENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 4" PC. Slab 3068 244DH 3040 SEAL: DATE: 2x4 ACO Sleepers ! _ Spray Foam Closed Cell Ins, R-21 DECEMBER,14 2022 It 11�t11 Ex. 8" CMU. Foundation PROJECT NO: L LL �Q( �•� 1 135-2022 } -- —�t„(,��,�y "o DRAWN BY: --< li Ex 16"x8" Conc. Ftg, C xt0 -'J{i C`•7- BDK l Ji u 1 Min. S-0" Below ,Q 1,:­ /? ¢� Final Grade. 61 -A JECKED BY: Al i I,I):>> r. l EET NUMBER: i SECTION 1015.3 � 11 H CROSS SECTION C © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. - /.,A R E(_U RED GUARDS SHALL BE N 0 T LESS THAN 4 2 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED RICH, MEASURED VERTICALLY AS FOLLOWS: UNDER FEDERAL COPYRIGHT LAW. A'+'0' ; �Q�aQ�' A20 1 . FROM THE ADJACENT VNALKING SURFACES, SOUTH ELEVATION SCALE: 1/4"= 1'-0" 2 0 1 PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ON STAIRWAYS AND STEPPED AISLES, FROM ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBER: of THE LINE CONNECTING -THE LEADING EDGES SCALE: 1/4"= 1'-0" KEHL DESIGN ASSOCIATES, LLC. OF THE TREAD N C S N G S. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE .- 3. Ord RAMPS AND RAMPED AISLES, FROM THE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEH IL-DES IGN•ASSOCIATES, LLc RAMP SURFACE A T THE GUARD. PROOF OF PURCHASE. _�