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HomeMy WebLinkAbout49052-Z OE SOUl1,o!° Town of Southold * * P.O. Box 1179 �0 53095 Main Rd COUN-N Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46785 Date: 01/15/2026 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 1400 Silvermere Rd Greenport,NY 11944 Sec/Block/Lot: 47.-2-15.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/17/2022 Pursuant to which Building Permit No. 49052 and dated: 03/24/2023 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" alterations, including outdoor shower, to existing motel cottage 0103 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: 49052 06/20/2023 PLUMBERS CERTIFICATION: Pipe Dreams Plumbing 06/27/2023 1 Aut or' ed ignature �o�SUFFni TOWN OF SOUTHOLD oy BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "oy • o� SOUTHOLD, NY t 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#: 49052 Date: 3/24/2023 Permission is hereby granted to: Silver Sands Hldgs I LLC c/o Alexander Perros 19215 Soundview Ave Southold, NY 11971 To: legalize "as built" alterations and repairs to existing motel cottage as applied for per DEC Non-Jurisdiction letter. #103 At premises located at: .boo 'FMSilvermere Rd, Greenport SCTM #473889 Sec/Block/Lot#47.-2-14 N oAo 45� y 7- Pursuant Pursuant to application dated 11/17/2022 and approved.by the Building Inspector. To expire on 9/22/2024. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $944.00 CO-COMMERCIAL $50.00 Total: $994.00 Building Inspector o��OE SO(/Tyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 oc Jamesh .southoldtownny.gov Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Silver Sands Holding 1 LLC Address: 1100 Silvermere Road city:Greenport st: New York zip: 11944 Building Permit#: 49052 section: 47 Block: 2 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Wllcenski Electric Electrician: Dan Wilcenski License No: 4723-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 12 Ceiling Fixtures 3 Bath Exhaust Fan Service 3 ph Hot Water X GFCI Recpt 3 Wall Fixtures 4 Smoke Detectors Main Panel X A/C Condenser X Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower X Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches Q 4'LED Exit Fixtures Sump Pump X Other Equipment: Notes: Building#103 Inspector Signature: Date: June 20, 2023 1100 silvermere bldg 103 sot�rV©� Town Hall Annex ��r Telephone(631)765-1802 54375 Main Road 7� Pax(63I)765-9502 P.O..Box 1179 G Southold,NY 11971-0959 BLiII DING DEPARTMENT TOWN OF SOUTHOLD JUN 2 l 2023 CER')zFICAIION Date' Building Permit No. Owner. �j t�vtr r), _TSo t LGL (Please print) Plumber: tvl✓ S `t.u6/lP�tc ` orb -�►EM .I ' (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. tubers ig re"'� Sworn to before me this day of' t.i 20 PAC1" Q�gpERNA NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 CA61511.60 �---- ✓'� Qualified in Suffolk County Co my Commission Expires August 14,20. Notary Public,Sty kLr--County oFso�ry°� # TOWN OF SOUTHOLD BUILDING DEPT. couto�'' 631-765-1802 INSPECTIO [ ] 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 L4 `"I INSPECTOR or SOUlyolo TOWN OF S®lJTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2N® [ ] F ULATI®N/CAULKING [ ] FRAMING /STRAPPING [ FINAL 16 UV1t 1 y [ ] FIREPLACE & CHIMNEY [ ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Co Pry„ DATE INSPECTOR �aoe souryo "L / 1106©6 51'( o er # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 �j a INSPECTIO [ ] 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 11 [ ] PRE C/O [ ] RENTAL REMARKS: alT - `L 0A of c G�-j or-Aec�-e� DATE INSPECTOR ' Bunch, Connie From: Glew, Claire Sent: Tuesday,June 17, 2025 2:39 PM To: Bunch, Connie; Fuentes, Kim; Kreshon, Catherine; Lanza, Heather; McCullough, Lillian; Michaelis, Jessica; Nunemaker, Amanda; Sakarellos, Elizabeth;Westermann, Donna Cc. Webster, Kevin Subject: Merger Municity Good morning, I am sending all new number changes to all departments even if your department didn't have any information that needed to be moved. The parcels below have been merged: 47.-2-11, 12, 13, 14, 15 — Deleted 47.-2-15.1 New Parcel I have bulk moved everything to the new parcel ( except ZBA) I have also made a note in the comment section. Please review to make sure all is correct. Thank you. C zu re. G Lemr Assistant to Assessor Town of Southold Board of Assessors (631)765-1937 (0) (631)765-1356 (F) www.southoldtownny.gov claireg@southoldtownny.gov i 1 N. J. MAZZAFERRO, P.E. PO Box 57, Greenport, N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 1, 2023 Design Construction, Inspection Silver Sands Holdings 1, LLC 1400 Silvermere Road, Greenport,NY 11944 Re: - Certification Statement - Construction Costs for Refurbishment of Cottages 1 to 8 Tax Lot— 1000-047-02-14 (1100 Silvermere Road, GPT,NY 11944; AKA 101-108) Property Occupancy Code—R-1 Motel Transient—NYS Building Code Section 310.2 Project Category—Alteration 2 - NYS Existing Building Code Section 603 Tax Info —Commercial - 8 Cabins on 1.625 acres —Pre-Existing 1957 No CofO's for main,structure; CofO 10112 issued 8/26/80 for Tree House On 2/26/23 1 reviewed the project plans for the Silver Sands Cottages renovation. My review included discussions with the Project Manager (Alex Perros). The purpose of this effort was to determine if the proposed construction complies with the 2020 NYS Building Code (Energy Conservation), in particular the 2018 IECC. The proposed work has been determined to be an "Alteration-2" as defined by the NYS Code. The elements reviewed for energy conservation include the exterior envelope, fenestration and HVAC System. Exterior Envelope: The exterior envelope includes the roof, ceiling walls and floor. The insulation provided in the design is as follows: Element Existing Proposed Roof Structure Batts— (R-11) Batts— (R-49) New Ceilings Batts— (R-11) Batts—(R-49) New . Walls - Exterior Batts.— (R-11) Batts— (R-15) New Walls - Interior None Batts—(R-11) New Floors None Batts—(R-30) New Overall Substandard Exceeds Requirements 1 ' a I find this proposed design for the exterior building envelope to be compliant with the Code. This finding is based upon Code Section C503- Alterations, Item C503.1 General. The design building envelope meets the requirements of this Code Section as follows: - After the Alteration the building will be more compliant with the.Code. - After the Alteration the building will use less energy for routine operational needs. - The Alterations do not create any hazardous conditions or overload any building systems - All exposed cavities in the roof, ceiling, walls and floors will be 100% filled with insulation. Fenestration: The fenestration includes the doors and windows throughout all the Cottages. As part of this alteration all the doors and windows are being upgraded. The doors will be Thermatrue or Anderson 400 Series. The windows will be Anderson 200 Energy Star Series. The new replacement doors and windows in the design all have a "u" factor in the range of 0.30 to 0.32. The Prescriptive Section of the Code requires: Windows - to meet Section C402.4 Table C402.4 the "u" factor is 0.45 Doors -to meet Section C402.4.5 Table C402.1.4 the "u" factor is 0.61 The Thermatrue Doors have a"u" factor of— 0.30 (or less) The Anderson 400 Series Doors have.a"u" factor of- .032 The Anderson 200 Series Windows have a"u" factor of- .032 I find this proposed design for the fenestration to be compliant with the Prescriptive Code. This finding is based upon Code Section C402.4 and C402.4.5. The design for the window and door replacement meets the prescriptive requirements of the Code. HVAC: The HVAC Systems includes the new "split units" proposed for the cottages. The use of split units will provide a more efficient, highly controllable system for each cottage. The systems provided in the design are as follows: Cottage Conditioned Space Proposed Unit Unit 1 to 8 1- Individual Room ComfortStar Unit— 1.5 Ton Rating .2 I find this proposed design for the HVAC System to be compliant with the 2018 IECC, in particular Section C403.3.2 HVAC Equipment Performance Requirements. This finding is based upon the efficiency ratings and vast operational improvement of the newer systems. The building mechanical system meet the requirements of this Code Section as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use less energy for daily operational needs. - The Alterations do not create any hazardous conditions or overload any building systems Lighting: The Interior and Exterior Lighting Systems include all new LED luminaires. The interior lighting proposed for the cottages will be 100% LED, decreasing the amount of energy used, reducing the interior heat load and providing a longer unit life cycle. The exterior lighting proposed for the cottage area meets the code requirement for visibility while conforming to the Dark Sky requirements of Southold Town. The exterior fixtures will be 100% LED, decreasing the amount of energy used and providing a longer unit life cycle. The systems provided in the design are as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use much less energy for daily operational needs. -'The Alterations do not create any hazardous conditions. Nicholas Mazzaferro, PE PEE OF F Y 0 z� Fp �O 057dgy cam\ pROFFssioVA 3 a I find this proposed design for the HVAC System to be compliant with the 2018 IECC, in particular Section C403.3.2 HVAC Equipment Performance Requirements. This finding is based upon the efficiency ratings and vast operational improvement of the newer systems. The building mechanical system meet the requirements of this Code Section as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use less energy for daily operational needs. - The Alterations do not create any hazardous conditions or overload any building systems Lighting._ The Interior and Exterior Lighting Systems include all new LED luminaires. The interior lighting proposed for the cottages will be 100% LED, decreasing the amount of energy used, reducing the interior heat load and providing a longer unit life cycle. The exterior lighting proposed for the cottage area meets the code requirement for visibility while conforming to the Dark Sky requirements of Southold Town. The exterior fixtures will be 100% LED, decreasing the amount of energy used and providing a longer unit life cycle. The systems provided in the design are as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use much less energy for daily operational needs. - The Alterations do not create any hazardous conditions. Nicholas Mazzaferro, PE 5 P�� OF Y _ �aA 0 �� Fo do 05709�' AROFESS I 3 MAY 2 2 2023 N. J. MAZZAFERR05 PO Box 57, Greenport,N.Y. 11944 Phone-516-457-5596 Consulting Engineer May 22,2023 Design, Construction, ligWaion Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings I, LLC 1100 Silvermere Road Greenport,N.Y. 11944 District-1000, Section47,Block-2,Lot-14 Building Permit Number—49052—Cottage 103 Inspection—Framing On 4/312023,1 inspected the construction at the noted location. The inspection covered the framing for the alteration to the existing structure. The areas inspected included the, first floors and roof of the existing cottage. The framing work included exterior and interior walls,floors ceilings and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections,header sizes, bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. 0 NZ Nicholas J. Mazzaferro,P.E. 0 slo N. J. MAZZAF ERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone-516-457-5596 Consulting Engineer May 22,2023 Design Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings I, LLC t I I 00,Silvermere Road MAY 2 2023 Greenport,N.Y. 11944 District-1000, Section-47,Block-2,Lot-14 '''`' Building Permit Number—49052—Cottage 103 Inspection—Rough Plumbing On April 3, 2023, I inspected the construction for the alterations at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) and the Water Supply System(WS). The inspection results are: 1 —DWV—System was fully exposed and readily viewed. I observed all drainage and vent lines. System constructed as required.New installation is connected to the existing system.All construction was done in compliance with the applicable sections of the IRC, NYS and Town of Southold Building Codes. 2—WS—System was fully exposed,pressurized and readily viewed. I observed all hot and cold water supply lines. System constructed-as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Town of Southold Building Codes. Note—The rough plumbing was connected to the existing water and septic systems which are part of the Village of Greenport master system Result—Based upon inspection of this 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. �V. OF Nicholas J.Mazzaferro,P.E. `Y w �4r .; A - 0570gy �e RO��SSIONP," .. ti N. J. MAZZAFERRO, P.E. PO Box 57, Green_port,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer May 22, 2023 Dew, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings I,LLC 2 2 1100 Silvermere Road MAY 2023 Greenport,N.Y. 11944 District-1000, Section47,Block-2,Lot-14 Building Permit Number—49052—Cottage 103 On 4/13/2023, I inspected the insulation and caulking installed at the noted location. The inspection covered the exterior walls, floor and the ceiling/roof for the alteration. The inspection results are: 1 —Walls—Insulation provided and installed by general contractor. Insulation provided rated as R-15.The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building-Alterations. 2—Ceiling/Roof—Insulation provided and installed by general contractor. Insulation provided rated as R-23. 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 knowle, e, o New you } and professional judgment, construction as installed complies with the plans5�® applicable Codes of NYS and Southold Town Building Codes. 0 cc iZP � Nicholas J. Mazzaferro,P.E. 1*V° o5-7a9 �OFSSSt11 �' ,�(�x q�1 . 3� 8 •oo�� AMEN D MU fir- ouTDODE. 5f-owEILS Cd Si�V�dL S �Nas, Lv-r l`{ Ilbo SILVFt-ME,ILE 2�1 vIL)IN5 P4-mtT 45 ce�+T (51 = �1003V 1105LV ggog �-✓ lob y � 81 1 a : CoNN(E J i Bunch, Connie From: Glew, Claire Sent: Tuesday, June 17, 2025 2:39 PM To: Bunch, Connie; Fuentes, Kim; Kreshon, Catherine; Lanza, Heather; McCullough, Lillian; Michaelis, Jessica; Nunemaker, Amanda; Sakarellos, Elizabeth;Westermann, Donna Cc: Webster, Kevin Subject: Merger Municity Good morning, I am sending all new number changes to all departments even if your department didn't have any information that needed to be moved. The parcels below have been merged: 47.-2-11, 12, 13, 14, 15 — Deleted 47.-2-15.1 New Parcel I have bulk moved everything to the new parcel ( except ZBA) I have also made a note in the comment section. Please review to make sure all is correct. Thank you. C zLi,re, Cr Le m- Assistant to Assessor Town of Southold Board of Assessors (631)765-1937 (0) (631)765-1356 (F) www.southoldtownny.gov claireg@southoldtownny.gov i Verity, Mike ' � From: Goldsmith, Glenn Sent: Thursday, March 23, 2023 3:09 PM To: Verity, Mike Subject: Silver Sands Mike, Michael Kimack requested that I contact you regarding the cottages at Silver Sands.The Trustees approved the existing structures, within our jurisdiction, on lots 8 -13. We have not yet approved anything on lots 14 or 15. Some of the existing cottages fall outside of our jurisdiction, more than 100' from the wetlands, so we do not take any position on them. Any interior work on the existing cottages, within our jurisdiction, is outside of our purview as well. Please let me know if you have any questions or need anything else. Thanks! Glenn i � V I December 281h, 2022 236 THIRD STREET_ Suffolk County Department of Health Services GREENPORT, NY 11944 !360 Yaphank Avenue Yaphank, NY 11980 Tel (631)477-0248 .Fax: (631) 477-1877 'Re: MAYOR GEORGE W. HUBBARD,JR SILVERMERE ROAD GREENPORT, NY 119.44 EXT. 215 TAX MAP ID#ID300470002006118000,.1000047000200014000, 10000470002000:i3000, 100004700020001,2000,1000047000200009000 TRUSTEES ; JACK MARTILOTTA r DEPUTY MAYORI To whom'it_may•concern: PETER CLARKE MARY:BESS PHILLIPS All the sanitary sewers,appurtenances;and sewage disposal facilities for the above- mentioned parcels have-been inspected by,the Greenport Sewer District and found JULIA ROBINS` to be,satisfactory. VILLAGE If I:can be of any further assistance, please contact me at(631)477-0248 ADMINISTRATOR PAUL,J. PALLAS, P.E.- EXT. 219 Regards, 7 Xla f CLERK , � � SYLVIA PIRILLO; RMCi EXT. 206 Adam Hubbard TREAsuRER ROBERT BRANDY Village of.Greenport EXT. 217 Waste Water Treatment Plant i o��ypF 50�pyo. Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1 179 N Q Southold,NY 1 1971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Silver Sands Hldgs I LLC C/O Alexander Perros 19215 Soundview Avenue Southold, New York 11971 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 1100 Silvermere.Road,.Greenport, New York TAX MAP NUMBER: 1000-47-2-14 Pursuant to Section §144-8 of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction without first obtaining a buUdina permit. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When a building permit has been issued. FAILURE TO,REMEDY THE:CONDITIONS.AFORESAID AND TO:COMPLY WITH THE APPLICABLE.PROVISIONS OF LAWMAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE. IMPRISONMENT OR BOTH. DATE: September 12, 2022 Sen 'r Uildi Ins ector IT SHALL BE UNLAWFUL TO REMOVE T S NO 1_, O T WRITTEN CONSENT OF THE ISSUING AGENCY. r r FIELD INSPECTION REPORT DATE COMMENTS M FOUNDATION (1ST) r �y ------------------------------------ FOUNDATION (2ND) z o c O ROUGH FRAMING& PLUMBING ' 3 t r �n INSULATION PER N.Y. � y STATE ENERGY CODE � G � o FINAL `yJ y ADDITIONAL COMMENTS q 3 0 �z = 01Z—X� c., M Ln. ,3 Amogtodle o 4nl — b N ~ � x r� y C=7 'C y ,,r: :"u �Q�sufFottc� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. � Building Inspector: NOV 1 7 2022 ' Applications and forms must be4illed out in their entirety. Incomplete ; applications_will;not be accepted, Where the Applieant]s not-the owner,am Owner's Aiuthorization.form(Page'2)shall be completed. Date:October 5, 2022 OWNERS)O.F'PROPERTY.:. Name:SILVER SANDS HOLDINGS I, LLC sCTM#1000- Project Address:t*@&Silvermere Road, Units __,103,' Greenport, NY 11944 Phone#:917-318-0027 Email:ALEX@SILVERSANDS-MOTEL.COM Mailing Address:1400 SILVERMERE ROAD, GREENPORT, NY 11944 CONTACT;PERSON: : . Name:RICHARD VANDENBURGH, ESQ. Mailing Address:42155 MAIN ROAD, PECONIC, NY 11958 Phone#:631-613-9019 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 EmaiI:ALEX@SILVERSANDS-MOTEL.COM DESCRIPTION°OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition WAlteration RRepair ❑Demolition Estimated Cost of Project: DOther See Attached. $404,490.00 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property: - ( M -�� ' Intended use of property: _ Zone or use district in which premises is situated: Are there any covenants a� restrictions with respect to . this property? ❑Yes "o IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for ail drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of-a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold;Suffolk,County,-New York and other applicable Laws,Ordinances or Regulations;for the construction of buildings, additions,alterations or for removal or demolition as herein described.The-applicant agrees to comply with,all applicable laws,ordinances,building code, housing code and.regulations and to admit auIthoriied inspectors on premises and in buildings)for necessary inspections.False statements made herein are' 'punishable as a Class A misdemeanor pursuant to Section 210A5 of the New York State Penal Law., Application Submitted By(print name): A K- PSerf S ''?Authorized Agent ' O caner Signature of Applicant: C Date: 3-Zg-13 STATE OF NEW YORK) SS: COUNTY OF ) gleam 1�2r/ys being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)he is the W Mer (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 Zft day of , 20Z3 � Notary Public DIANE DISALVO _ NOTARY PUBLIC-STATE OF NEW YORK No, OID1475593 PROPERTY OWNER AUTHORIZATION Qualified In Suffolk County any Commission Expires April 30. 20*(Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 PROPERTY:'INFORMATION Existing use of property:R-1 Motel Intended use of property: R-1 MOTEL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR this property? ❑Yes BNo IF YES, PROVIDE A COPY. IN 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:Buildmg Permit,pursuant to the:Building Zone Ordinance of"the Town of Southold,Suffolk,County,New York and other applicable Laws;Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with'alfapplicable laws,ordinances;building:code, housing code and regulations and to admit authorized inspectors ompremises and in building(s)for necessary inspections..False statements made herein are. punishable,as a Class A.misdemeanor pursuant to Section 2.10.45 ofthe New:York State Penal,Law. Application Submitted By(pri ame): authorized Agent ❑Owner Signature of Applicant: Date: Lid 5-1'�2'Z l STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) RICHARD W. VANDE 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 day ofJUNE 2022 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. Owner's Signatur Date ALEX PERROS Print Owner's Name 2 Fpit° `t BUILDING DEPARTMENT- Electrical Inspector r 49, '? TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 F Southold New York 11971-0959 w � <_ Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrOc-southoldtownny.gov - sea nd0southoldtownnv gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: _ �7 . 22 Company Name: �U Led S Electrician's Name: License No.: �f7 Z3- A, E Elec. email: II, Ic ►.J �-� h o�,, ��, Elec. Phone No: �), 'L3 6. -Z CMI request an email copy of Certificate of mpliance Elec. Address.: Q o,c 3 17 So,-t J JOB SITE INFORMATION (All Information Required) ' Name: �V - J 44 Address: I I Dn J Cross Street: 2-r— [In Phone No.: rj'/7. 6b 27 Bldg.Permit#: 10 (-='; email: Tax Map District: 1000 Section: V-) Block: Lot:. L BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �Se/ ✓1 L-L 6A -4, Vh J e� 4--- J� Square Footage: Circle All That Apply: Is job ready for inspection?: YES[Z NO Rough In Final Do you need a Temp Certificate?: ® YES❑NO Issued On Temp Information: (All information required) Service Size all Ph❑3 Ph Size: b d A # Meters Old Meter# []New Service0 Fire Reconnect[]Flood Reconnect OService Reconnect®underground DOverhead #Underground Laterals 2 1 M2 F1 H Frame Pole Work done on Service? Y RIN Additional Information: PAYMENT DUE WITH APPLICATION Y ----------------------------------------------_ of F Dili BUILDING DEPARTMENT-Electrical Inspector x TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # I �4O Date 9— 3 2023 Customer Namer'j / t&d.5Al n Electrician Name Address I go 51 Vf,✓ rT Lr Phone 3/ e-mail D e-mail VIt tq) a*YL, Phone License# a Size jr`7IZA Phase�_ Overhead Underground V, #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done.on Service? ri 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 from the date above. Authorized by BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 5 Southold, New York 11971-0959 . SSI ' Telephone (631) 765-1802 - FAX (631) 765-9502 .. roaerrO-southoldtownny.00v - sea ndiMsoutholdtownnv.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: _ 7 . 2Z Company Name: W c Electrician's Name: License No.: LI72,3- E Elec. email: 11, 1 ce;,- c-s-ri ,y ,g h U0, Jam, Elec. Phone No: �), �3 6 . z [XI request an email copy of Certificate oftermpliance Elec. Address.: ��,c j ) �'o,�� J JV -71 JOB SITE INFORMATION (All Information Required) Name: S T lV rr -J�, J �- Address: Cross Street: Phone No.: �j'/7. -7 ,P, 6b Z7 Bldg.Permit#: 91�U 52-1 email: /J- Tax Map District: 1000 Section: V Block: Lot: 2 � BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): See'✓I �-�. ��..5� -�=� v� ��S,�-o�.,.� +— Square Footage: Circle All That Apply: Is job ready for inspection?: YES [ZNO .Rough In❑ Final Do you need a Temp Certificate?: ® YES ❑ NO 'Issued On Temp Information: (All information required) Service Sizeal1 Ph❑3 Ph Size: 6 d A # Meters Old Meter# ❑New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect®Underground❑Overhead #Underground Laterals Ell 02 M H Frame Pole Work done on Service? MY RIN Additional Information: PAYMENT DUE WITH APPLICATION rMAP IJb I 3 Lt 01 o� aJ PERMIT 4 Address: Switches 1+V41 I Outlets G FI's Surface I I Sconces H H's 6 UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: / r, Comments 3oA VA-P ,A)oje 6u NEW FORK VATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION L71vlttoo of 132nviionmtantol 1yot111(tu,17t ujolt 1 SUNY;a,stony Mook,50 Gicle Road,Stony 131o01(,Ny 11790 13:(631)4411-0365 1 F:(631)4411-0360 bV4v4v,.l:n;ny.i,t.,k LETTER, OF NO JURISDICTION TIDAL WETLANDS ACT Alexander Perros July 27, 2021 Silver Sands Holdings I LLC 19215 Soundview Ave. Southold, NY 11971 Re: Application #1-4738-04898/00001 Silver Sands Holdings I LLC Property: 1100, 1220 & 1135 Silvermere Road SCTM# 1000-47-2-13, 14 & 15 Dear Alexander Perros: Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the above properties landward of the functional bulkheads greater than 100 feet in length, as shown on the survey prepared by Young and Young, last revised 5/17/2022, which was constructed prior to August 20, 1977 as evidenced on Tidal Wetland Map #720-552, are beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that bulkhead. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and Your project (i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or• local municipalities. Sincerely, Q-. Kevin Kispert Permit Administrator cc: BMHP File -__ t N9re:.WUYdNtt � I�er»rlllturlt(rF !�. �..:. l.iNl9iirllpiY C;{IV rft)IllfliltlBHr '� �'(7n9itPV{ilrgfl YjrichaelA, Aimack ATTORNEY ATLAW 11.0. Box 1047 Southold. N.Y.11971 Cell No. 5 1(:1-65 8­6807 November 10, 2022 Michael Verity, Chief BUildirig Inspector Southold 'J'own building Department 54375 Main Road, Southold. N.Y. 11971 Re. Silver Sands Holdings LLC 1400 Silvermere. Road Greenport, N.Y. 1 ]944 Deal- Mr. Verity; The intent of this letter is to apprise YOU of the effort nade by Silver Sands Holdings I JA,C) to Conform to all applicable codes as theN.. may pertain to the rellabilit-Eltior, of the motel and cottages. I was enpoed to address (Ile rehabili(ati011 1)1,111 and evaluate the compoll,, I- I nts Of the plan as to what jurisdictions apply, boll, 1,ov,/n and State, and w-lich permits may be required to be in compliance, In that context. .[ prepared my AnalySis oj'the Southold Codes along with discussions with 1,,Owji individuals for input into their interpretation as to what permit(s) may h,,needed. In addition. I also contacted DEC to gain insight. as to whethe"Permit(s) are required. ''I'lle Cullniflat m ion ofiny inqUiry was compiled in a sumary analysis submitted to the LLC JallLlar),' of this year. A copy of my Anaksis is ljl,,.tcjlcd I sinlPh' wanted to emphasize that 1Or YOUr review. underst'alldhig then'respollsil)ility t the 1-1-C ll�ls. fi-orn the beginning. been diligent in to abide by the Codes of the 'j,own and State in the application ()I'tll(.' rehabilitation plan. SillCQ'l_Cl) YOLIPS. Michael A.. Kimack SILVER SANDS 1400 SILVERIVIERE ROAD GREENPORT, NY 11944 631-513-9019 ADDENDUM TO BUILDING PERMIT APPLICATION Units 101, 102, 103, 104, 105, 106, 107 & 108 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. SCWA HOOK-UPS-See Attached Permit issued by$CWA for connection. SEWER HOOK-UPS- Be advised that we did not perform any new work or hook ups and the only work that was done by Skrezec was to inspect and repair a broken line. DESCRIPTION OF THE PROPOSED CONSTRCUTION: For Each of the cottages,the work to be done includes as typical: •Roof replacement. •Repair or Replace damaged/rotted framing where needed. •Upgrade insulation. •Replace/upgrade existing plumbing risers and fixtures. *Replace/upgrade existing electrical service and rough-in. •Replace/upgrade existing HVAC. •Replace interior wood flooring. •Replace sheet rock and trim. •Repair or Replace screened-in porches, as needed. •Repair foundation cracks, as needed. •Replace windows and doors in kind. •Repair or Replace existing siding. CERTIFIE COST�F-THE PROJECT,:,"' VTERMINED �,490.00 (28.7%� WE COMBIN;D ST TUR'ES VALU -TION HICM�'f TAI,S-$ ;409;000 OQ) AS BY CERTIFIED VALUATION NEWMA�UATON AND ADVISORY CO. assumption, once Young and Young has updated their survey to include the tidal lines and the flood zone lines. The only permit that appears to be a certainty is a DEC permit for the motel, as a commercial building within DEC's 300-foot jurisdiction zone. Just need the site plan for the motel lot with all the relevant information and distances to file for a DEC permit. Once closure has occurred, I can file within a few days. SILVER SANDS HOLDINGS I LLC at VILLAGE of GREENPORT, TOWN OF SOUTHOLD Analysis of Southold Codes for ZBA and Trustees, as May Be Applicable. For your reference as we move forward, I have attached the relevant Chapter 280 Zoning Bulk Schedule and Density and Minimum Lot Size Attachments 1 -4 and the first two pages of the Zoning chapter for a resort Residential RR District. Scope: Phase 1 of the project is to restore the existing 21-unit motel in an RR zone with no additions and the existing fifteen (15) cottages on five (5) separate lots in RR zones with no additions. Although some, or all, of the existing structures may fall within the jurisdictions of Trustees and/or New York State DEC, it is the nature of the proposed improvements that may, or may not, trigger a permit application. JURISDICTIONS AND PERMIT REQUIREMENTS FOR PHASE ONE I. TOWN TRUSTEES a. Tidal Wetlands: within 100 feet landward of tidal wetland boundary or mean high water(MHW)to closest point of either existing or proposed structure. b. Fresh Water Wetlands: 100 feet from closest point to existing or proposed structure. FINDING: Trustee permit(s) not required where renovation or repair of existing structure (including roof area), where there is no increase to existing footprint. This would apply to both residential and/ or commercial structures. II. NEW YORK STATE DEC a. Tidal Wetlands / HWM: 300 feet landward of either tidal wetland line or HWM, whichever is prevalent and most landward. b. Fresh Water Wetlands: 100 feet from closest point to existing or proposed structure. FINDING:Tidal wetland regulations say "substantial restoration, reconstruction, modification or expansion of existing residential structures located 75 feet or more from most landward edge of tidal wetland or HWM lines does not require a permit. Exception: Does not apply to a commercial building (DEC considers motel a commercial building) within the 300-foot jurisdiction zone. In addition, the structure must be at least 75 feet distance from the tidal wetland or HWM line. If not, a variance request will be required. FINDING: structure within 100 feet of Freshwater Wetland would "most likely" require a permit (unless interior work only) III. SOUTHOLD BUILDING DEPARTMENT AS ORIGINAL INTERPRETERS OF CHAPTER 280 ZONING CODE I submitted the overall site plan and the individual lot surveys along with a request for an opinion to the Building Department as to what, if any, zoning variances may be required for the proposed Phase one restoration plan. I was informed that the proposed work (exterior and interior restoration) does not appear to require any zoning variances for either the residential buildings or the motel. Note: As we previously discussed, the Building Dept. has a policy to the effect that if the total costs of materials and labor exceed 50% of a buildings market value, then it is considered a demolition. This designation would then require the building to be in conformance with Zoning Bulk Schedule and Density Attachments Charts and, if not, file for variance(s). With each building permit application, the only additional requirement would be a submittal of the proposed window schedule. *This will help us bypass the 50% rule SUMMARY TO DATE: From the site plan information we have, it does not appear that the motel is within 75 feet of the HWM, so no variance would be required. But we need to verify that SUFFOLK COUNTY WATER AUTHORITY NEW SERVICE DEPARTMENT PO BOX 38, OAKDALE NY 11769 PHONE 563-5669, FAX 589-5273 August 30. 2022 PREMISE: l 100 Silvermere Rd, Greenport 1311: 2000689437 AKA 1123 Silvermere Rd-CA300087091 1 DEAR CUSTOMER: Si t l OWN - ®I Oti'P Please be advised: Effective June 1, 2023, our fees may be increasing. To "loci: in" the current pricing your job must be released by May 31, 2023. Fair your job to be released you must complete the checklist below. IMPORTANT INSTALLATION INFORMATION As of December 1, 2019, all services are required to meet the attached specifications. Please review these carefully, as till criteria 1111.Ist be Met for the llelcl inspection to pass. Before your application for new service can be released to our construction department, it will be necessary fat•you to complete/submit the following: 1. Fees: Two 2" Domestic Tap& Vaults @i,)9,820ea $19,640.00 One 6" Hydrant Line $16.200.00 Deposit $ 300.00 TOTAL DUE 536,140.00 2. Inspection request— Residential inspections must be scheduled two (2) weeks in advance, mid are subJeet to the time constraints of our workload. Please plan accordingly. 3. Please complete the enclosed Private Hydrant Application (gold paper) so your hydrant application may be considered. 4. Customer Service Line Measurement I orm (Form 11215) — Must be completed by whoever installs the set-vice (either the owner or a. licensed plumber is acceptable)once your service line is installed. 5. Service Linc Certilication — Ivlust be completed by whoever installs the service (either the ONvner or a licensed plumber is acceptable)once your service line is installed. 6. Address verification — I'lease provide documentation assigniiigy the prcmise address and the coordinating tax map number. 7. Private Hydrant Maintenance Agreement and I-ce: This will be sent under separate cover after YOU have had your hydrant inspected. Please contact Lisa Cetta at (631) 56 3-5672 to schedule your hydrant Inspection. The fce will be$7250.00 per hydrant. Please mail all information to the above address. If you have any questions, please contact the New Service Departnient at (631) 218-1148 or via email nerveonsti-uctioiiclei-iis a,sewa.colii OR Latosha at (631) 563-5641 or via email Iatoshti.lil(.)seley-ortirnscwa.colii APPLICATION FOR PRIVATE HYDRANT Application is made by: Alexander Perros Date: 9/6/2022 Company Name: Silver Sands Holdings I LLC Address: 1100 Silvermere Road, Greenport, NY 11944 Contact Person: Alexander Perros Contact Phone Number: 917 318-0027 Mailing Address (if different): 1400 Silvermere Road, Greenport, NY 11944 Application is made for the installation of private hydrant(s)to be fed by inch tap(s). understand that once the hydrant lines are tapped, I will be billed quarterly (per tap) for fire protection per the current rate schedule. As of the date of this application,the current rate is $ 12--1 , '9 ? per quarter. Please state the reason for requesting a private hydrant; is this a personal choice, or are you being mandated to install per the Fire Marshal, Town code, State code, etc? If being mandated,please attach documentation to this application. Personal choice Please note: Private hydrants must be located on your private property, and are only for fire protection. Two separate inspections required for a private hydrant: 1. The service line to the hydrant—contact Barbara Yatauro at 563-5669 to schedule. 2. The hydrant—contact Lisa Cetta at 563-5672 to schedule ,Once the inspections have passed,the Private Hydrant Maintenance.Agreement will be forwarded to the address listed above. Applicant Signature: "A pp g Printed Name and Title: Alexander Perros, Manager R6v.,lU� tJ215 SUFF`�3'LUti ��tlV ` �" 1YIV' �t G »E l��{U11 4��!U Y'.` ,,• CUSTOMERS SERVICEIINE lVlEASUREMENTS sF THIS PORTbN TO 8t,C0MPLETED BY APPLICANT'OR INSTALLER { NAME Silver Sands Holdings I LLC/Alexander Rerros TELOHOW NUME3ER—aiz-3 8-0027 PREMISES ADDRESS 1100 Silvermere'Road, Greenport, NY',-11944 . - MAILING ADDRESS 1.400 Silvermere Road, Green port, NY 11944 ME".Fmiy SEiy"$WCE OUT i�siUSE L'tFatC SERVICE GtNE MUS BE: MANHOLE . ❑ POLE [}, :FRONT 9-.OPPER/AND/00,209;PSI:F'LASTIC HOUSE [J LEFt SIDE 1-71 SIDE 2 COPPER:INSTALL!D TO-PIiOPERTV LINE i. 3 SERVICE.INSTALLED WITH MINIMUM 4,76 COVER.' !, GARAGE n REGHTSIDE El GARAGE 01 4 COMPRESSION FITTING ONLY„UNQERGRQUND PORCH [] AS SHOWN C7 MARK bN CURB 5 INSPECTION BY•S;C:1N.A.BEFORE BACKFILLING. HYDRANT EXISTING SERVICE [� OR STREET ❑ 6.BACKFILL WITH CLEAN FILL.NO'RUBBISH oTREES,ETC A 7 C:USTOMER?SNU..t.pfi-.VALVE.INSTALLED AT POINT OF ENTRY- s... OTHER CATCH BASIN ❑ INSTALLED BY; LICENSE'#:-__ HOUSE TELEPHONE Il: g CJ4 DATE! j BUILDING A THIS PORTION TO BE COMPLETED�,By'S C WA { I s. BP OR CA tJ } STREET NAME t` DATE RECEIVED:____ STREET NAME: ;SERVICE DEMi0Qpyj I. SUFFOLK COUNTY WATER AUTHORITY SERVICE LINE CERTIFICATION I hereby certify that the information entered on Suffolk County Water Authority Form 215-Measurement Form is correct and complete and that the service line installation was completed in accordance with the rules, regulations, and requirements of the Suffolk County Water Authority and local plumbing code and was installed by-the owner of the premises or by a plumber licensed by the municipal entity with jurisdiction over the premises. Name of owner: Silver Sands Holdings I LLC Premise Address: 1100 Silvermere Road, Greenport, NY 11944 TO BE COMPLETED BY INSTALLER (If owner installed,complete this portion) Owner signature: Print Name: Alexander Perros Date: 9/6/2022 OR (If Licensed Plumber installed,complete this portion) Licensed Plumber Signature: Print Name: Date: License Number: Please specify: ❑ I am licensed in the County of ❑ I am licensed in the Township of Business Address: For office use only: CA Revised 2/16/2011 `COVER w CO' j9 CMF JB01J� �\Ao d• 610 I I 60. * c3 , // �*i C _ � '� II)� J8 �_ y o�� �d IPF J xi. ybb�$,(�J CMF / 'S.- �. x2.3 I i•. lV C 14.5' 1 613 0 0 1)5 4 � F � bA y )S f/ o \ WML Z LANDWARD LIMIT OF 4�,� �U, /(/ 1.6' I C ( FRE5HWAIER WETLANDSA�, DELINEATED BY COLE , j I � / / J Jam - ENVIRONMENTAL, / 612 JPN.2022 !y I o ANC. .2'S_ w ., > x9, J y I // / I 11.3' OCOVER I m \ / f w 611 �1�°O I y/ /' m f RO J a p 1. 013.2 � (NJEQUIPMENT I / / �i ENCLOSURE ' �O ♦/xs.a N I 1 xa3 I M I #f I / 6.0' CO C. O CO m 5 CC' CSW .8' -ano 22.6' C 20.1' o.2x ,6 f<oo -- - 16.3' v �L at HN 36.3' C3 FRAME ^ I 6.LL LL N k WMR 3-- _� 18.0' BUILDING0.0'.1� I 12.5r ' J Ix -- E- 3.2' _ "' WOOD' N /N fl of \'"w•\ ' O u 6-v I u DECK oo� a _ 19.1' 19.9' 9.0' s c11'K Z /� 0 3.5' CN o / I 12.8' l w_ io.ex ° -- 3Z.1' �1 l! /..... I 29.7' a �n FRAME 11.9 v B.Z. 18.4' o �) BUILDING ai C5W �ME> CLF �o w"in ---- 36.7' I N 18.4' )RAGE N a4 f+N 5 18.2 Il q m / - 12.5' °x TQ o- WOOD DECK CONC. F} CP COVER I -2-14 x B5CTM NO. 1000-47-2-15 � SCTM NO. 100 o I O MO / 1 x # o o CONC. SCTM 116-00-47-2-13 / I SCTM NO.1000-47-2-12 A.9 ac G p 24.1' 3.6' 569008'29"W FRAME o, O CSW--= BUILDING 29.15'a.a /1N i 24.0' .5 30 4' 10.9' o, d _ C5W ANDWARD LIWT-9F TIDAL I 5810 24'16it/W E3 241' /\/ WETLANDS A$DELINEATED BY t, I Q FRAME 'A FRAME o: \ I COLE ENVIP.4NMENTAL, I 24.9/3 1 '• B�LDTt� CH N BUILDING^' \\� JAN.20222. I } - 1 ® 3 0 �9 � 11.0,24.0' \ p o Twa I 28 24 o /#I\� i HEAD 4 3 K TW6 GSW WO Op BU1 . 4 ` Orr ofc SON N88013_3V1f-- '1 7.23 51Z°5� /.../ 564038'07"W � �(3, /.. 26.48' \ 510 x 7.3 �.. b1�� n 010 \� J 579°51'17"W 0 C�j'n ''Co��0�:1GL 25.99' UUI t I _,g Z C AM ® E T III,DESIGN ASSOCIATES,uc G 1 Pou odlie pWm (t orfr ree „Z9—, „L Ili`', l IVI� „tG—,ZL pyy Sar@�dd.Naxyakll9ll E�da:na,sslewl�rerel O"ERSHIP&USE F�Jo LLC• DACNwtlolm,LLC UM NTS: These drawings and speci0catlons Including the ^� Ideas.design and arrangements represented therein,are the property of KEHL DESIGN ASSOCIATES.LLC.No part thereof shall be SHOWER copied,disclosed to others or used in connection CONSTRUCTION TO with any work or project other than for which Exterior Concrete they have been prepared without written cons—t. CONSIST OF 4X4 Slab with ACO POSTS WITH 2X4 I Shower Drain to Rom. HORIZONTAL SUPPORTS WITH 1 X6 VERTICAL SIDING Drywell `� M PROVIDE 03-01-23 Remove Existing NEW 03-05-23 IN Window and Install 244DH2840 03-13-23 O6-20-23 2868 (2)13a"X 7"' LVL Hdr. (2)13/4"x 7;" LVL Hdr. lo x W � J Crawl 5 w W -ya +QSpace �z� X ~I I ~I I N ry Access M� NOTES: N I -a I BEDROOM N ZU� NII NII GO/Co j j?o N DE OR m I M� JXo � SITTING :._ ,.T,.., ..r.._� I �w� N AREA 2x6 RideL— U un ^t N x _ J U N 2 1 2023 of of I 2668 w > .Q U U N I N :� s utility 0 o - .X to rD r'7 cam';?!'.°3 ti•TT.'7?i. + NI I NI I Fy LTA „t Room �-'. :.Y�.... oz� �� N N a t I b j Acceptance of ffim drawings does not outhorite Un right to N bind ntheulth authorization of food gomnhg agencies,such as Suffolk County Beptof Health Services,loin Building DeNrtments,DEC,FINk etc. al concritions,code; C7 N Q I „ � SIN I requirealents�thh suchogesdes Verify ior to construction.and „ Z PROJECT: FIRE BATH 10_,L L ROOM ' SILVER SANDS N 2868 MOTEL 244OH2840 '� DOOR u 244 2840 0 n R0. 35§" _o N 1100 SILVERMERE ROAD N ge '9 „fig N -0 L N „t� N _ GREENPORT,NY 11944 �N r I CABIN 103 SCTM#1000-47-02-14 -SCREENED PORC: In �� U U 2+ . y+ Fy. CABIN 103 N p EXTERIOR SHOWER 2868 MODIFICATION SCREEN DOOR p NOTES: ` TIM 1Wb 11F AN NSIUDI OF THE ZV9 MD ARE IK PRO4RTr if K PRIFEWR*101 YH 6 IFF 0 HBM e7RMWIS NL BE OJiTD 11 FUTfST D001T U 1HE 11.CON1T151NLL 11 Q R0 WEN90ES A1D ff STIfEY fEY'O�fE F6i Ff10 RE RE 0 l—, r L—r l l— b „9—, ��Q �� J. G 0/tr0 UK rT T FIU MUMpa Tof°"nrsEDZ ai�an UWff FM°r UP011°�EMmolrTS MI OR i Ue •+,_�;.-+'+.�2'7�sf Ar L SEPTEMBER,09 2022 ^�A Cl:: PROJECT NO: WATER VIEW =N I 1135-2022 RAWN' BY: ��wJ r\ BDK CHECKED BY: ,1684 FLOOR PLAN '°�"�r Ess,°�F A101 SCALE: 1/4"=V-0" o�IIrllfdgl(Yt•AS40CIAffi, (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE Y.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADD717ONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue; Riverhead, New York IIQ01 tel. 651a 7.2505 fax. 651.72"1.0144 �T m(n®youngeng(neering.com I / 1 •J yo Howa W. Young, Land Surveyor t t I I Thomas 0. Wol ert, Professional Engineer I Lot 1 I I 1 / Douglas E. Adorns, Professional Engineer I ► _ I 1 1 � E Robert G. Tost, Architect t - _ _ bert Stromski, Architect CMF _ e� � RCF CMF _ _ I � - -•--- -_______ _ --___ Lot� � r --- _ RAF SITE DATA _ J S �•> IFSCTM NO. 1000-47-2-8 = 9,055 SQ. FT. 0 v Y `�-• °' * SCTM NO. 1000-4 - - - / 729 - 10,351 SQ. FT. I -I now or formerly r / 0 - I L - 1 / * SCTM NO. 1000-47-2-10 = 2,944 SQ. FT. 4- i Douglas pryer&Eileen Dwyer o I 3 a I now or formerly 11 SCTM NO. 1000-4 -2- o a o a Thomas R. Shearin& / 7 11 = 37,912 SQ. FT. o ti Lot 3 I n Wanda Sue Shearin I I I / * SCTM NO. 1000-47-2-12 = 22,339 SQ. FT. I C r FRAME I h FRAME 1 1 SHED 1 1 1 Q ' IPF I SHED FRAME ° / * SCTM NO. 1000-47-2-13 = 24,196 SQ. FT. RCF N SHED N89 53 40 E o / 1 q * SCTM NO. 1000-47-2-14 586°15'00"E 123. � CMF 182.00' MPF IPF w � / = 70,070 SQ. FT, i 77 d MPF / * SCTM NO. 1000-47-2-15 = 88,340 SQ. FT. tv>` .4`. I EpGEOFWpOpS O OQ Lot 4 1 / W O O D S Q 1 Edward J now or ��eerly jAq� I I z co FRAME C4�7.7 SCTM NO.1000-47-2-15 I Qu I °n J Burden SCTM NO.1000-47-2-14 Lot 5 V 1 ° 1 � 13 O I " .1 Iry S80 55'00"F �,�,�,. 1 7 I o �zp'� N 174.98 I L 1 COVER n° 6.0' I L O I FRg , p SCTM NO.1000-47-2-B i f f D p : Lot 6 I S-r, 416 4,3' 18j 19;7�� �1 0.� I 1 r r o�i pia v FR21' t?Dz p\ MARSH s` 17 I D~Gg gMf � 01 Rq 'L3 CONC.. 6e STONE""'ttgy °ni p N80°55' n `- m I- COVER � ` `00 W _ _ n1 cn 24.6' 1 187 21' rn >'c r STONE pRIVEW `' k) ^ a CONC.O O N J I 1 AY a ^11.0' > COVER y (\1 1 8 9 o v oil l01 7 Q 3.0 ° 2 1 1 6 rob cow. m COVER SCTM NO.1000-47-2-9 L 1 L :� 00 1 �° ry Job ti CSW PLANTER Lf9 w m O 1 L a 0 CONC. I81s N COVER s��a1' 6,CONC24.8 3 I O O FRAME I 4.0' wA COVER o � CONC. 1 _ o u - - -SHED 2.8 1 CONC.O CONC. 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L (K 8.2' M --- 32.1' s I v i.12.7' P �G I O CLF C1 �F QQ� Z --- 29.7' .r ;, 1 I ,� F;. o I O o Lot 12 3.1'E FRAME 18.4' o FRAME 11.9' .� O ij, �.:: ,-�,- III ° 1 � j Z sTOPAGE M w ii CSW BUILDING . --- -• I GD N O i; N I � .o Ll•FI�v 5.8 36.7' `.' 18.4' I V t `v_I.•.\•�,--_ Q Cx7 .(/�,� l J. 18.2 L() I 12.7' eq C7 o I 1 ' �L 45393 12.5' 1 o, S `} o,� 18 WOOD DECK 0 I HOWARD W,YOUNG,N. L.S.N0. 893FO LANDCONC. 0 04 V) O SCTM NO.1000-47-2-15 w SCTM NO.1000-47-2-14 COVER 1 ! 0 1 zoo - '' I cLi 3 Lot 13 NO o 0 0 / 20.3' 4.0 i I I 1 SURVEY FOI /cv 0 CONC. 1 1 1 � I L .� } � COVER 1 l'11 SCTM NO.1000-47-2-13 1 SCTM NO.1000-47-2-12 1 0 .� � N � � p -'-"'"' V) V) O CSW 24.1' I 1 - - - I O In rn FRAME o, 3.6' / N 72.8' 26.0' o -- �� - BUILDING-. I o , �� N/ I 767• WOOD DECK 3.0'12.3' 15.6� 15_6' - -- SILVER SANDS HOL INGS I LLC t t 0 - 304' E 24.0' .5 1 569 08 29 W "t1 I I I U V N 8.8' d�L^ 10.9' 'w �8.1' CSW 29.15' / I» IPF FRAME - 24.1' , I ss1°z1'16"1�1/ ' ' at Greenport, Town o Southold 6UILDItJ6 rn FRAME P \ I CONC.WALL o Suf folk County, N w York �, z.9' �" BUILDING^? , I I 24.93' i I 51.31' p Lot 14 w z 3•p• 24.0' I - - 2V4 U Hnl r I 4 0 0 24.3' 0 11.0• \ �� 1 1 5.93' 5' 584°11'16 W z A a m \ \`ro D gUIKHEAO / 28 1 1�$' CSW w� , 1�„ 1 ZQ„W CERTIFIED S RVEY P t I - 1 28.2 \\\ 1 W o\\ I \\ / XIMATE HIGH - N�o°16 50" S�2�V WATER MARK AS LOCATED TIE LINE ALONG ON 10/29 2021 1000 7 2 8 4 Lot 1.a w WOOD - \\\\ 1 coNc.`NA oorc•wAu 1 \\ 1000 p 7 2 9 1000 7 2 10 15 DECK w �N I \\t i 2515Q"W o r u oanp,°p 1000 7 2 11 LEGEND N 1 7 11 N88 13 37 W z N I 3 279' \\ 27' S CEC =CE LAR ENTRANCE 1000 7 2 13 > L =CAST IRON COVER L \ \ 651,�q W 29.30 d z 3 \\ \\\ 7.23' o 1 `�� 5?� 564°38'07"VI/ CH =CHIMNEY 1000 k 7 2 14 < WDF \ I b b CLF =CHAIN LINK FENCE CountyTax Mn District 1000 Section 15 o i OL `\\ \ Za• �°g9 26.48 CMF =CONCRETE MONUMENT FOUND a o \°o !}3• (� FIELD SURVEY COMPLETED 7 Block 2 OCT.t28,2021 CMS =CONCRETE MONUMENT SET MAP PREPARED NOV. 17,2021 0 �' \�\ �gl� ��� CP =CONCRETE PAVEMENT CSW =CONCRETE SIDEWALK = a 55 �1 Record of Revisions '• � � \�\ �Z31��� 5� DI DRAINAGE INLET EOP =EDGE OF PAVEMENT DATE G v REVISION WIP "go 0.6 E �J��NEP 5b� IPF IRON PIPE FOUNI) MPF =METAL POST FOUND 30b3�`� ` '" OL =ON PROPERTY LINE °.L11 PRF =POST&RAIL FENCE o00 pro •Po RCF =REBAR Q CAP FOUND IV 91� � � RO =ROOF OVER WDF =WOOD FENCE o i 5� 579°51'17°W WMR ^WATER METER WSF =WOOb STAKE FOUND 2�.99 WSS =WOOD STAKE SET r UTILITY POLE 40 0 20 40 80 120 = FIRE HYDRANT Scale' V = A40, =END OF DIRECTION/DISTANCE JOB NO.2021-0267 __ _ DWG.2021_0267 cs 1 OF 1 GENERAL NOTES: 5 SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION General Notes: .. v�/ CC) NT R A C TOR N 0 T E Si% 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK 2020 BUILDING COD F 1 Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. E 0 - 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/'Larch #2 or better. % GENERAL NOTE."3: p p�� _ 2. FIRE SAFETY: V� T� - TES � 1 - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING 2. All structural wood shall be in accordance with the national design specifications folr wood construction latest edition. KEHL DESIGN ASSOCIA 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 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 2. PRACTICES. 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 registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box1615 phone: (631)433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southlold,New York 11971 E-Mail: ssbn654@opton1ine,net 3 5, Erect and brace trusses in accordance to truss plate institute recommendations. 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 DesignAssociotes,LLCoformerlyDAKAssociafes,LLC 4. a. All plywood shall be in accordance with the American Plywood Association (PAPA) 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 o>f face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNILRSHIP & USE OF DOCUMENTS: S THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 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 CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR �, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented therein, are the property of KEHL DESIGN 3. DUST CONTROL: REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be W copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. 8. Design values: with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E 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. = 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. 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. 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 FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 03-01-23 8 ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI 103-03-13-23 -23 9 Fv = 285 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTIING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI DRAWINGS, AND ALL OTHER WORK THATF 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 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, 1 1 . 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. PLUMBER CERTIFICATION 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. ONLEAD CONTENT BEFORE OF THE FIRST FLOOR ARE TO BE REWIEWED 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. CER TIFICA TE OF OCCUPA NC) WILL BE ALLOWED TO COMMENCE UNTIL, THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR AMY 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. SOLDER USED IN WATER 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. HiARMLESS FOR COSTS AND PROBLEMS SUPPLYSYSTEM CANNO T RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORI:KMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES c 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT EXCEED 2/10 OF 1/ LEAD. THE CONTRACTOR WILL COORDINATE THiE 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 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 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THiE 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 STRUCT-URE, 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, L_LC. 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 WORIK NOTES: RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEYS FEES AND COSTS OF DEFENSE, FOR 1THE INJURY OR ECONOMIC LOSS L,ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS; AGREEMENT. c1�1G11�5'�a., CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE '.ALLPLOMBING.1")ASt5. :,:, RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY WATER LINES NEED:,. " TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, Tgi IN1G8 hn0 EIiR114!4 OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ALTERATION LEVEL #2 AS PER THE 2020 EXISTING BUILDING CODE OF NEW YORK COMMERCIAL CONSTRUCT N A LS 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD CLIMATE ZONE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WINO EXPOSURE NEW YORK K STATE . ,,,,....<I RA 1,,1. LOAD SPEED m h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL COMMERCIAL . 2018 International Energy Conservation Code (ECG 25 Ibs/sgft 130 (mph) C SEVERE 3'-0- MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1934/1998 C 4A 4A TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Lo, AND MINIMUM COMMERCIAL CONSTRUCTION D ETA L S 3 ROVED AS NOTED DESIGN CRITERIA CONCENTRATED LIVE LOADS9 ALL CONSTRUCTION TO CONFORM TO SECTION C503 ALTERATIONS ASCE STANDARD DATE: B.P.# � PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE CONCENTRATED ��F:PSuft� Py: FARE INSPECTION- LOADS (psf) (Pounds) (SEI/ASCE 7-22) C503.1 General m :T1 DEPARTMENT AT REQU RED BEFORE USES(s) AND OCCUPANCY CLASSIFICATION(ES) 9. Dining Rooms and Restaurants 100 Alterations to any building or structure shall Comply with the requirements of this section i65-1802 8 AM TO 4 PM FOR THE ACCESSIBILITY CONSTRUCTION D ETA I �S C503 and the code of the new construction. Alterations shall be such that the existing FOLLOWING INSPECTIONS: OPENING . USE OCCUPANCCY 10. Dwellings (see Residential) building or structure is not less conforming to the provisions of this code than the 1, FOUNDATION - TWO REQUIRED 1 FOB POURED CONCRETE All exterior 1lbhting �- 25. Residential ALL SPACES, AREAS, DETAILS, D I M EN S I 0 N JS AND CONSTRUCTION N STR U CTI O N existing building or structure was prior to the alteration. Alterations to an existing F ,. installed,replaced or MOTEL / RESIDENTIAL R-1 (MOTEL) building, building system or portion thereof Shall Conform to the provisions Of this Code RO'_GH - FRAMING & PLUMBING repaired shall conform - TO CONFORM TO 2009 A�117. 1 g� g y P P � INSULATION TYPE OF CONSTRUCTION (CHAPTER 6) ONE-AND-TWO FAMILY DWELLINGS as those provisions relate to new construction without requiring the unaltered portions of TION MUST' 4. FINAL - CONSTRUCTION to Chapter 172 TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGE 10 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 EENERGY CONSERVATION CONSTRUCTION the existing building or building system to comply with this code. Alterations shall not BE COMPLETE FOR C.O. of the 1'ownl.ouv- CODE OF NEW YORK STATE 2020 ECCCNYS, BASED ON THE 2018 EDITI-ION OF THE INTERNATIONAL ENERGY ALL. CONSTRUCTLCN SHALL MEET THE ( ) create an unsafe or hazardous condition or overload existing building Systems. Acceptance o these s tf th drawings does not authorize the right to v B UNINHABITABLE ATTICS WITH LIMITED STORAGE I,J,K CONSERVATION CODE AND ASHRAE 90.1-2016 REQUIREMENTS OF THE CODES OF NEW p g 9 � 20 PORK STATE. NOT RESPONSIBLE FORbuild withoutthe authorization of local governing agencies, such k PROJECTS TO COMPLY WITH CHAPTER 4 COMMERCIAL ENEFRGY EFFICIENCY,AS PER THE EXCEPTIONS: The following alterations need not comply with the requirements for new DESIGN OR CONSTRUCTION ERRORS. as Suffolk County Dept.of Health Services, Town Building HEIGHT AND FIRE AREA HABITABLE ATTICS AND SLEEPING AREAS 30 PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATrION CONSTRUCTION CODE OF NEW YORK construction, provided that the energy use of the building is not increased: Departments, DEC, i etc. Verify all conditions, codes, and TABLE C402.1.3 COMPLY WITH ALL CODES OF requirements with such agencies prior to construction. HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES ( o,i NE�J1� YORK STATE & TO�NPy CODES OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENT MINIMUM REQUIIIREMENTS,R-VALUE METHOD 1. Storm windows installed over existing fenestration. � � , r 1 PROJIECT: PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 METE ROOFSGRADE GRADE - FLOORS kTE--Dons 2. Surfaced applied window film installed on existing single pane fenestration AS REQU;. F,'�!D COf.�1 I I,.�lS Or HEIGHT, BUILDING. ATTICS AND WOOD FRAMED WALLS BELOW JOIST/ OPAQUE FIXED OPERABLE ENTRANCE THE VERTICAL DISTANCE FROM GRADE OTHER ANDOTHER GRADED FRAMING UNHEATED SLABS DOORS FENESTRATION FENESTRATION DOOR assemblies reducing solar heat gain, provided that the code does not PLANE TO THE AVERAGE HEIGHT OF m g g P --�------ - I THE HIGHEST ROOF SURFACE UNLIMITED AREA PUBLIC ROOMS AND CORRIDORS SERVING THEM 100 4IXCEPT n�AR� = % REm #ftAp' pr%S 1 V-7" AS PER CHAPTER 5 OF THE 3 STORY MARINE R13 R-10FOR24' UTACTOR U-FACTOR U-FACTOR require the glazing or fenestration to be replaced. �� ;;.;., , I;� _ IOA,;;h i,, ,IM'5� L 2020 BUILDING CODE OF NEW YORK AS PER TABLE 506.2 R�8 R3.8a R7.5 R30 BELOW R4.75 038 0.45 0.77 3. Existing ceiling, Wall Or floor Cavities exposed during construction provided C�,r- r ,� GROUP R OR R-2o g g' p g p .� f�vL�T OJJ,d 7Rt,�T�ES , STATE. that these cavities are filled with insulation. ,`� M 01'T E sHGe SHGC SHGC 4. Construction where the existingroof, wall or floor cavity Is not exposed. TABLE C402.4 li 0.2 PF<0.2 Pi 0.2 y P i. UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN ( 0.36 0.36 0.36 5. Roof recovered. OCCUPANCY OR THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE BUILDING ENVELOPE FENESTRATION MAXIMUM SHGC SHGC SHGC 6. Air barriers shall not be re TOTAL HEIGHT FROM RIDGE TO GRADE 13' -6 1/2° ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED U-FACTOR AND SHGC REQUIREMENTS 02<li0.5 .2<li0.5 2<10.5 qulred and roof replacement RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE - - - Where the alterations or renovations to the bulldln do not include 1100 SILVERMERE ROAD TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE CLNUITE ZONE 4 0.43 0.43 0.43 g USE IS UNLAWFUL LUMBER SPECIES AND GRADS LOAD REQUIREMENTS. I VEITIrALFENESTAATE SHGC SHGC SHGC alterations, renovations or repairs to the remainder of the building envelope. WITHOUT CERTIFICA7L_ GREENPORT NY 11944 j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN U-FACTOR PFZ0.5 PFZ0.5 PFZ0.5 THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE IVED 038 0.58 0.58 0.58 OF OCCUPANCY CABIN 103 ALL HOUSE FRAMING MATERIAL DOUGLAS FIfR - LARCH #2 AND BETTER ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED FENESTRATION RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF OPERABLE Oa5 SCTM # 1000-47-02-14 THE TRUSSES. FENESTRAT1oN ALL EXT. DECK FRAMING MATERIAL CCA NC PINIE #2 AND BETTER ENTRANCE ALL COMBINATION SMOKE DETECTORS RETAM STORM WATER Rtl,'MFF THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM DOOR 0'n r'�Lt?�ilr,PdT TO CI-!/`��Ti_R 2�t) DRAWING TITLE: CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: Si AND CARBON MONOXIDE DETECTORS i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTHSi ARE TO BE CONNECTED WITH A CENTRAL I`F THE TMAJPJ CODE. BY PF<0.2 0.36 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS MONITORING STATION AND TO BE Additional GENERAL NOTES THAN 30 INCHES. SHGC ii. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TWO UNITS 0.2_PF<0.5 0•43 MONITORED CONSTANTLY AS PER THE ion AREAS OF STRUCTURE VERTICAL IN 12 UNITS HORIZONTAL. Certification 2020 BUILDING CODE OF NEW YORK STATE May Be RequlrCd. NEW CRAWL SPACE NA THE REMAINING PORTION OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A SHGC UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT,NEW FINISHED BASEMENT NA PF20.5 0.43 NOTES: EX. BASEMENT NA k. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED PF = PROJECTION FACTOR y EX. FIRST FLOOR 470 sq.ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS. 1 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. NFRINGEMENTS WILL BE NEW FIRST FLOOR NA ------_ q i --------- _--.� h 1 1 ' --•-'•m PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA I,�, �+� FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR RELD FIT. THE m. LIVE LOAD REDUCTION IS NOT PERMITTED. NEW SECOND FLOOR NA T.� �'illl9l`,r���CPT, Y� DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 0 JO�a;,OL' UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. NEW BALCONY NA ,�a. LOFT NA ATTIC HOUSE o NA SEAL:: DATE: ATTIC (HOUSE)(b) NA MBER, 09 2022 NEW GARAGE ADDITION NA PROJECT N0; ATTIC (GARAGE)(a) NA EX. UTILITY ROOM 14 sq.ft. EX. SCREENED PORCHES 76 sq.ft. C.)\ DRAWN BY: 1 135-2022 EX. OUTDOOR SHOWER A Q:{� BDK EXISTING DECK NA .� ��� �� '- G ECKED BY: NEW DECK NA COVERED NEW DECK NA - Y t EX. COVERED FRONT PORCH NA � r � I r ' '��� '%-• _� � NUMBER: COVERED ENTRANCE NA POOL HOUSE CABANA NAeG�ron G 1 ACCESSORY STRUCTURE NA Q (a) WITHOUT STORAGE W I DOB NUMBER: OF (b) WITH STORAGE + © KEIHII DESIGN-ASSOCIATES,uc J = SIMPSON STRONG TIE CONNECTORS SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO 8d NAILS THIS M TS 2 0 L T S 2 0 SIDE OF TRUSS. PROVIDE (1) HGA10KT ON 635 ALLOWABLE LOADS 1.2LOAD ° ANSIDD ON SIDE OF RAFTER E OF CEILING JOIST FASTENERS LATERAL WITH TOTAL FOUR . /• a o MODEL GA UPLIFT UPLIFT (133/160) 8dx112" CODE 8d NAILS l]CLII_ ' N0. TO TO TO AVG REF. INTO TRUSS. NAILS °o RAFTERS/ ULT. F F 133& STU - f LATES STUDS 1133 (160) t z ( - � � � TRUSS ( ) S= = SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND �- KEHL DESIGN ASSOCIATES LIC residential & commercial design . consulting PROPER INSTALLATION PROCEDURES H6 16 8-8d 8-8d 3983 915 950 650 5, 44 s — DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ARTg'x12 ° PC,Box 1675 phone: (631)433-9084 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS o c MODEL GA AVG z INTO ° • Solufholtl,NewYork 11971 E-Moil: ssbn654�optonline,net NO. MAX. LEAR ULT. LFTA LFTA REF. PLATES °• ° L OTY DIA 1 2„ 2 3" 3 1 2" 2 3' 3 EIGHT SP4 WIDTH SPAN 8d NAILS Kehl Design Associates,LLC°fcrmery D A K Associates,LLC INTO LFTA 16 2J„ 17„ 38>,16-10d — 4200 1205 1400 5, 44, 85 STUD /,!%i�/"r.` " ///,/77iiT��%"�,'/J///// ?j/"'"'i:%iJ�/ 7�.� �? JVWNERSHIN & USE OF DOCUMENTS: z D)ALLO FIR LARCH / so. PINE These drawings and specifications including the FA�iTENERS ALLOWABLE UPLIFT LOADS o MODEL L AVG 10d 1Dd x 11' CODE Na ULT. LFTA LSTA21 T A 21 ° 1od tod x 14" (133 / 160) (133) (160) REF. ° ideas, design and arrangements represented therein, are the property of KEHL DESIGN 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 14" 3116 100D 840 1000 3, 41, 128 • HGA10 °° ° with any work or project other than for which MTS20 20 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 0 ° DETAIL "I�" they have been prepared without written consent. ART�'x12 °° °o 0 LST20 20 12-10d 12-10d x 1�" 2383 775 720 720 3, 41 CNW- DETAIL E; ° 8„ R V. COUPLER NUT if 'll o STU 8 Equal number of °° �SIMPSON 03-01-23 DOUG-FIR-LARCFN a TYPE OF DIREC"'ION SO. PINE CODE p TYPE O- DI LOAD ALLOWABLE LOAD'S REF. specified nails In ° TAKE—UP WASHER 03-05-23 MODEL FLOOR ROOF (133/ each end 03-13-23 N0. TON (100) (125) 160 Simpson Strong—Tie G 515 645 670 CS16 ART5"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAM 'H" H 515 645 670 MATERIAL C)IMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTR'x12 STUDDEFLECTION DEFLECTION CODE MODEL MACHINE LENGTH OF BOLT 2.3 AT HIGHEST NO. AVG AT HIGHEST REF. BASE BODY a ANCHOR ULT. IN VERTICAL W000 MEMBER ALLOWABLE HB SB W H B SO CL DIA5,e DESIGN LOAD DESIGN °p° GA GA OTY DIA 1" WHEN RAISED OFF 1}" 2" 2}" 3" 3z 5}" LOAD THE I PLATE o 0 0 HD2A 16 12 4A" 2�" 2 8 2 1 2 12150 1555 2055 2565 2775 2775 2760 0.0511 0.077 2, 43, 82 : 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG WL STUD PLATE ULT. (133)zDF / SP (16 0)' RODE N0. SP4 3a" 71" -10d x 11" �2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0. GA �y L NAILS FLOOR (133) (160) REF. o° 100 WORK NOTES: LSTA21 20 1 " 1 21 16-10d 905 1 1205 1295 7, 40. 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. GA yW L NAILS 1O R (133) (16D) REF. Simpson Strong-Tie STU 8 - MSTA24 18 1 " 24 18-10d 1025 1370 1640 7, 40, 90 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE NO. (LENGTH END CA CUT LENGTH (TOTAL) t z SPACING REF. HD2A TAKE-UP WASHER (100) (133 / 160) oc. OF ROLL) (IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +51" 28-8d 1235 1650 2J" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS pN, c-FIR LAR H PIN ALLOWABLE A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F'11 10d 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS45 18 3 4J" 2 4-16d 4-116d 6076 1140 1160 — 1000 — 1150 — 1250 7, 40, 127 DETAIL "I" CN HUS210-2 14 3J 9{" 2 — 8-16d 8-116d 6076 1755 2105 1650 19DO 2065 1, 36, 84, 122 ARTJ' COUU PPLER NUT x12 STU 5,,— DOUG-FIR AR H P N WA A 8 MODEL FASTENERS UPLIFT UPLIFT LATERAL CODE NO. GA (133/160) REF. SIMPSON TAKE—UP WASHER uLT. Acceptance of these drawings does not authorize the right to TO RAFTERS TO PLATES TO STUCDS (133) (160) F Fz HGAIOKT 14 4-SDSJ"x12" 4-SDSa"x3" 1523 435 435 1165 940 160 p g 9 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 TWO 8d NAILS THIS requirements with such agencies prior to construction. SIDE OF TRUSS. CNW- COUPLER NUT TOTAL FOUR /• 0 SE A MINIMUM OF-� SP4 ,-R(OJECT: Bd NAILS TWO 8d NAILS THIS INTO TRUSS. SIDE OF TRUSS. MTS16 STU J'- LSTA21 SIMPSON " ANCHOR BOLTS IN MTS16 SIMPSON TOTAL FOUR /• HD2A TAKE-UP WASHER D Strong-Tie INTO TRUSS.INTO HUS210-2 I LVAEF.R. ® Wi 0 T E L TWO o F1 8 AILS u TO PLATES EIGHTTWO 1100 SILVERMERE ROAD g NAILS ° INT INTO NAILS a CD STUD Simpson Stro "All DETAILLAng-Tie PLATES °®f0 GREEWPORT, NY 11944 H7 EIGHT IN NAILS ®TO DETAIL "D" DETAIL "G" DETAIL STUD Simpson Strong-Tie • CABIN 103 LFTA H7 ;o Simpson Strong—Tie DETAIL "L" SCTM # 1000-47-02-14 LFTA ROD SYSTEM 7 DRWWING TITLE: LFTA Ridge Strapping LSTA30 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS ° BP --_ __-__- - __ ____-- SIMPSON WINDLOAD NOTE: RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 CHARTS & CALCULATIONS 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. I' ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / STRONG-TIE DETAILS 3" THROUGH ROOF 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. / ROOF DRAINAGE I•' t st FtLOOR 'I st FLOOR I st FLOOR ROOF ROOF ROOF AREA = 483 sq/ft CALCULATIONS AND I 2' LTP4 enn�looM V - A x R x c PLUMBING RISER DIAGRAM I 2 3 A = 483 sq/ft I LTP4 tat 1st FLOOR R = 2" RAINFALL = .17 ft LTP4 FLOOFR 2.. 3„ 2„ NO I ES: C = COEFF. = 1.0 c.o 3 3" ABOVE GRADE 6 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL "C" 4 c.G. V = 483 x 1 x .166667 = 81 C.F. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE �.o- TG GREENPORT VILLAGE SEWER SYSTEM PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL D Simpson Strong—Tie 3•• 3 3 SEWERAGEASYS TEMD FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL 11Dif Floor—to—Floor Connections Ridge Strapping 81 / 42.25 VERTICAL FT. / FT = 1.92 V.F. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMM13ONS DUE TO UNKNOWN OR LTP4 D Detail PLUMBING RISER D I A G RAM (N T S) USE (1) 8' DIA, POOL 3'-0 DEEP = 2.0 U.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong—Tie OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to-Floor Connections 81 / 22.3 VERTICAL FT. / FT = 3.63 V.F. SEAXL: DATE: „ SEPTEMBER, 09 2022 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN USE (1) 6 DIA. POOL 3-0 DEEP = 4.0 V.F. PROJECT No: ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER COMMERCIAL CONSTRUCTION / DETAILS THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. , =� 1135-2022 POOLS TO BE PLACED ON OPPOSITE SIDE OF `Y',� DRAWN BY: ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF 5 BDK NEW YORK STATE HOUSE AND/OR LEADERS TO BE PIPED TO POOLS (1/2 OF THE ROOF TO DRAIN TO EACH ,, ; ';: NECKED BY: �" NO SUBSTITUTIONS COMMERCIAL CONSTRUCTION DETAILS POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC LEI NUMBER: g p SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). -_All framing hardware shown on these tans, unless otherwise indicated, is Simpson Strong—Tie. ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD ` No substitutions are approved or aluthorized. G 2 Due to the relationships of framing hardware to (SEI/ASCE 7-22) ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA ` ' "r• • 1`'" the other components of the structure, any framing WHERE TRAFFIC IS TO BE PRESENT. hardware substitutions will render these plans ACCESSIBILITY CONSTRUCTION DETAILS- JOB NUMBER: OF null and void, and will result in the installer/contractorIF A MULTIPLE POOL SYSTEM IS USED AROUND THE assuming responsibility for the desiign and ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL © a�i�D�sTCN•AssoctAs, 1u performance of the entire system. TO CONFORM TO 2009 Al 17. 1 BE DIVERTED TO EACH POOL, '>l i/ %!'/%;-";'�,%!/;i,: � r�r i s'� ;d.;,r;,ram!:.• 29 -44 �9 L1tV � - 17-9 I . 4 Provide Handrail H A KEL DESIGN ASSOCIATES LIC as per the 01 01 2020 Building Code of New York State �4' 4 residential & commercial design . consulting -61 84" 3'-82„ 14 I l'-74„ 2)2x6 ACQ 4x4 ACQ Post NJIV Girder Provide Handroil Attached to 8" _ as per the PO.Box 1675 Conc. Filled Sono phone: (631)433-9084 3" c3 a 2020 Building Code 26 -44 Tube Min. 3'-0" Belo v —of New York State Southold,New York 11971 E-Mail: ssbn654@opfonline.net 12'-42" 14'-04„ 1. Final Grade O a I 14 _ __-__- N 2x6 ACQ 33"x 54" I ---- - _House�fm� _______ Kehl Design Associates,LLC formerly D A K Associates,LLC 4 4 4 r g OWNERSHIP & USE OF DOCUMENTS: 17'-01 -04" 3'-13" I Existing 1 '/� .:i.. / °'"��%T/iiii%/!!7 r71V MIV ------- ---- ---------- --------- --, r---- _ I 8" cMu. �0 Foundation o CL, I T 4" 4' Existing I I N These drawings and specifications including the m PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH Existing Existing Existing 16'x8" Conc. Ftg. L--- g g I -, ideas, design and arrangements represented I 16"x8" Conc. FtT 2" P.C. Slob 2" P.C. Slob Min. 3'-0" Below THE 2020 BUILDING CODE OF NEW YORK STATE g I I Final Grade. I I therein, are the property of KEHL DESIGN Min. 3'l Grade. Below _ Iart thereof shall be 32^ 3� Crawl Final Grade. I 1 \I ASSOCIATES, L.L.C.0 No SSpcce I I C; I istin9 I copied, disclosed to others or used in connection BEDROOM BATH \ I o I crawl I 1 with any work or project other than for which oACCeSS ALL HEADERS ARE TO BE Existing I I E E I Space I w x 3 1„ 8" CMu. 1 -34 31 � '-3g" _314" 1 LccesJ I they have been prepared without written consent. N _6" a (2)1/X 74 LVL UNLESS Foundation 1 Imo' 1 TI OTHERWISE NOTED I EXISTING " _If II N jI II _ �-J rrna REV. CRAWL SPACE r Ex sting Conc. FtgNOTE: PROVIDE FIRE BREAKS ing �Exist F-, = 11,71 0 3-01-23°' N 4 Existing Min. 3'-0" Below PER - T 04 °3 2x8Gide_ _ - Final Grade. -05-23 II _ I o 3'-6" 03-13-23BUILDING CODE OF Existing J o 13 2x8 Girder03 O THE 2020 8x16" CMu./ ExistingNEW YORK STATE Block Piers I � N 8x16 CMu. N J-2'� 4" L-- 0 Q 2668 C I I on Block Piers -- 1 8 _6 U t l l l t I I 1 1 2'x2'xl' Con. c on 1 I 00 N N T t I I Footing .N 2'x2'xl' Con. .N I I N N Room N w "M Footing w I Existing 1 Existing I 4" PC. Slob utilit 1 KITCHEN I 1 2" Existing Slab Existing I I Room I 1 S,I TTI N G °J 1 2" P.C. Slab Existing L_- - N 8" CMu. I 1 ,AREA i i Existing Foundation 1 1 O Foundation r misting - 31„ I i I 1 L16"xB" Conc. Ftg. 66"x 54' 2 N L----------------- --- --- -----------J I Min. 3'-0" Below._I 2868 I 1 Final Grade. N SIN r� 33"x 54" ---------------------- , r -------------------I 1 6'-88" 8'-88" 5'-10' -12" "n I I 1 EXISTING 4„ 26'-44 �N I I CRAWL SPACE o I „ Existing T WURK NOTES: SCREENED PORCH ' 4"1 8„ 2" P.G. Slab N N I I I ------ I I I SCREEN L------------- --------J"'� Existing DOOR 16'x8" Conc. Fig. Min. 3'-0" Below Final Grade. 26'-44" B A 12 -42" '-74" 4'-5g" 3'-6"� ill 3'-54 12'-1 1 B A 26'-44" 101 1 1 Ill 3'-54 12'-1 1 " WATER VIEW 8'-62" 1„ 114 11'-6" 26'-44„ 3o'-23" EXISTING FLOOR PLAN UNIT 103 Remove Existin M (PROVIDE window and Install 2 44�H284G EXISTINGSCALE: 1/4" 1'-0" 2868 FOUNDATION PLAN FF= (2)1 a"X 71" LVL Hdr. (2)1�/4'U 74" LVL Hdr. 25'-93" i SCALE: 1/4"= 1'-0" 3� Acceptance of these drawings does not authorize h = I NO WORK REQUIRED, p g Ze the right to s 3° J �+ I Crawl USE EXISTII;G FOUNDATION build withoutthe authorization of local governing agencie , such OZo Ry. I �I I G+� Space as Suffolk County Dept.of Health Services, Town Building Access Departments, DEC, FEMA, etc. Verify all conditions, codes, and "N o i requirements with such agencies prior to construction. III (a BEDROOM x x CO BO �-- z z 3 N N yG m l PROJECT: TXo SITTING II DE oR r c Mld J—Z "'t D �w3 N AREA 2.6 Ridge SILVER" SANDS x M(0)"T E L � p l I p l I r%•ia „ll� = o o N J t i I i2668 t V 0 > NI I NI I 'A 32" Room N + 31„ y,. O Z V ^� �� N N a N x I 2 CD 4, 1100 SILVERI IERE ROAD o N 1 31" T -2 I 3 " GREENPORT, NY 11944 FIRE I BA TH 17 -04„ FYT ROOM I CABIN 103 244DH2840 IN DOOR _ ALL COMBINATION SMOKE DETECTORS SCTM # 1000-47-02-14 244 ;284D AND CARBON MONOXIDE DETECTORS M R0. 357 o 0 � N DRAWING TITLE: —88" 5'111 '-10" y -1 " N ARE TO BE CONNECTED WITH A CENTRAL N MONITORING STATION AND TO BE PLANS `la vSCREENED PORC �, MONITORED CONSTANTLY AS PER THE CABIN 103 +� ::1 i' 2020 BUILDING CODE OF NEW YORK STATE AS NOTED x N 2868 SCREEN NOTES: A THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 1 1 1 1 ALL INTERIOR FINISHES ARE TO COMPLY DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. PIFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL WI TH THE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 2020 BUILDING CODE OF NEW YORK STATE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND DR ADDITIONS BASED UPON COMMENTS NOT -104 -14 -6'� FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 13'-54" 12'-1 1 " 26'-44" — FIRE EXTINGUISHER SEAL: DATE: SEPTEMBER, 09 2022 WATER VIEW CLASS ABC, 5LB, 2A: 10B: C PROJECT NO: AS PER TABLE 906.3(1 ) FIRE 1135-2022 FLOOR PLAN EXTINGUISHERS FOR CLASS A f DRAWN BY: FIRE HAZARDS BASED ON, `�� ` ` L BDK CHECKED BY: SCALE: 1/4"= 1'-0" LIGHT, (LOW), HAZARD OCCUPANCY '� '^ f4., I SHEET NUMBER: O EXISTING - - FILL-IN AREA Al 01 DOB NUMBER: OF © KEWESIGN•ASSOMTES,uc KEHL DESIGN ASSOCIATES r�.c residential & commercial design . consvlting P0.Box 1615 631 hone; 433-9084 p I 1 EXISTING EXTERIOR CONSTRUCTION TO REMAIN I Tom:;. . Southold,New York 11971 E-Mail: ssbn654@optonline,nel tL Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold Kent Design Associates,LLC®formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: Ex. 2x4 Trusses - 24"oc. 4" COX Roof Sheathing Existing Roof SystemILLLLLL These drawings and specifications including the GAF Architectural Roof Shingles II H II II II II LI u I II I ( � L� �JI L ideas, design and arrangements represented II IIII IJJLII II LII IUIII I�tIII I�I�I II LII II IIII II IIII II IIII III therein, are the property of KEHL DESIGN 12 II LJLLL_LI_I II II III II II L II III ILL L_LLLALiLLL1U ASSOCIATES, LLC. No part thereof shall be 5 F_ copied, disclosed to others or used in connection Insulation Baffles D Existing III IU IL IL I� ILll with any work or project other than for which oc. e n os — L— they have been prepared without written consent. R-49 Insulation Ice and Woter Shield 0 Vented Soffit Provide Simpson Hurricane Tydown Ix Sk Azek Fascia© r--- SOUTH ELEVATION 2)2x4 Top Plate I I REV. Blue Skin House Wrap or Equal 1 I Screen Panel " I 3-01-23 Exterior Shehing 03-05-234 SCALE: 1/4 =l-0 R-15 Insulation m I BATH I 03-13-23 2x4 Stud's 16"oc. 71 Cedar Siding® I 1 I I " Type "X" Fire-rated Sheetrock® I I I I 20 Shoe 2x8 Box Beam 4" Su floor Sheothing "x4 Fir Flooring 2x6 Sill Existing 2XB 16"oc. Floor Joists to Remo i Ex.2x6 Floor Joists 16"oc. (3 2x8 Girder Ex.2"PC.Slab R-30 Insulation 8"xl6" CMU, 8" CMU. Spray Foam Box Beam Block Piers To Remain Foundation on 16%8" Conc. Ftg Ex.2"PC Slab 2'x2'xl' Con. Min. 3'-0" Below Footing Final Grade. 16"x8" Conc. Ftg. Ili I I Min. 3'-0" Below Final Grade. PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITTH 17'-94 —10' THE 2020 BUILDING CODE OF NEW YORK STATE 23'-74., '% ill WORK NOTES: ALL HEADERS ARE TO BE (2)134"X 14" LVL UNLESS L111t CROSS SECTION A OTHERWISE NOTED LLLIL1LLlllJ-LlL1L� I L1J L l ll ll l ll l I I I I lI_IJ III I I I!LI I IUI I I SCALE: 1/4"= l'-0" 102 NOTE: PROVIDE FIRE BREAKS I I AS PER THE 2020 NORTH ELEVATION BUILDING CODE OF NEW YORK STATE SCALE: 1/4"=1'-0" r• J_ I_LL11 IUI Alcceptonce of these drawings does not authorize the right to build withoutthe authorization of local governing agencies, such LU EXISTING EXTERIOR CONSTRUCTION TO REMAIN NOTES: I as Suffolk County Dept.of Health Services, Town Building LL1J lll Departments, DEC, FEMA, etc. Verify all conditions, codes, and m Provide Insulation Baffles as required at Soffit ALIL_ L LL requirements with such agencies prior to construction. Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold Locations to Provide for proper attic venitilotion ) JLI_LHJ L II LI_I ILLI ILL �I L 2x8 Ridge _Li1__ 1J ILL ILL INN i Simpson Angle Plates to Provide R-49 Insulation in all Flat Ceilinggs as per L1 � _ II L � � L II II III LI II L II Ex. 2x4 Trusses - 24"oc. 2018 IECC International Energy Conservottion Code LOLL PROJECT: 4" COX Roof Sheathing Existing Roof System © Ice and Water Shield to be used Beneath any domaaged roof LWL I1_ LJ II tJ LJ UL1L ILL ILL ILLLLLLLILLLL shingles or areas of repair on the roof T=TiTUL 1LwL LL1LJ1 Provide Simpson Tydown or Hurricane Strapping to tthe rafters 01 GAF Architectural Roof Shingles 12 at all locations of the Interior that ore Exposed diuing the4 S' I L`V'E F1 F' 1 IS ;" COX Gusset Plates 5(— z II Ti 4- removal of mold or deteriorated interior surfaaces. II L II II Lu li u L �l L1 II L Insulation Bafflesm Existing m Provide 1x6 Azek or Equal to all locations of the fais(ios that _LL-L J1 I MOTEL R-45 Insulation n s ts are repaired due to Mold or Deterioration. Ice and water Shield© Vented Soffit 26's Beneath Existing 2x4 Rafters ___ ® Blue Skin House Wrap or Equal to be Used Under Silidng for All 2 2x4 To Plate 4" COX Gusset Plates o r 1 Locations Repaired 1100 SILVERMERE ROAD ( ) P Provide Simpson Tydown ® I I WEST 4" Exterior Sheathing o o I I Screen Panel m Remove and Replace any Insulation that shows signs of mold ELEVATIO1 or deterioration with R-15 InsulationGREENPORT, NY 11944 lx6 Azek Fasciam I I I ;n Blue Skin House Wrap or Equal® 1 BATH 1 _I ® Remove and Replace any Siding that shows signs of deterioration SCALE: 1/4"=l'-0" CABIN 103 2x4 Stud's 16"oc. R-15 Insulation m 1 1 r with New Cedar Wooden Shingles —Cedar Siding(& I I SCTM # 1000-47-02-14 �" Type "X" Fire-rated Sheetrock® 3^ g" Subfloor Sheathing I ED Remove and Replace any Sheetrock that shows sign;,of mold — I I 2x4 Shoe I or deterioration with New e" Type "X" Fire—rated Ssaeetrock 'DRAVVING IlfLE: 2x8 Box Beam L4"x4 Fir Flooring _ PLANS 2x6 ACO Sill Existing 2X8 16"oc. Floor Jo' s to Remain x.2x6 Floor Joists 16"0 (3 2x8 Girder Ex.2'PC.Slab CABIN 103 R-30 Insulation 8"xl6" CMu. To Remain Spray Foam Box Beam Block Piers an AS NOTED 8" CMU. 2'x2'x1' Con. Foundation Ex.2"PC.Slab Footin 16"x8" Conc. Ftg. 16"x8" Conc. Ftg NOTES: Min. cl G" Below Min. al Grade, Below THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Final Grade. Final Grade. ALL COMBINATION SMOKE DETECTORS DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE AND CARBON MONOXIDE D E T E-C TO R S PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL � FIELD CONDITIONS AND DIMENSIONS ANO BE SOLEY RESPONSIBLE FOR FELD FIT. THE 17'-944 5'-10" ARE TO BE CONNECTED WITH A r E N TR A L DESIC�1 PROFFESSIONAL ASSUMES NO LIABILITY FOR OMYISIONS DUE TO UNKNOWN OR . ,.,.:::.:. Fr UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 23'-74" MONITORING STATION AND B E FORMALLY ACKNOWLEDGED A5 REVISION T T MONITORED CONSTANTLY AS f?'—:K THE , o HESE PLANS. i3 x4 '} >> `a<iR: r;{ ;' ..T.. SEAL: RAIL: 2020 BUILDING CODE OF NEW 1� 0):K STATE '4:'° ; _ I'll ;` r x, ;r,. : t E'" SEPTEMBER, 09 2022 Y.k U PROJECT NO: CROSS SECTION ; . f __. _ 11 -2022 u / DRAWN BY: SCALE: 1/4"= 1'-0" I <,,� ��; K�t^1'.' }y4. ' 1 ALL INTERIOR FINISHES ARE TO COMPLY � r` BDK 02 O ': \ CHECKED BY: WITH THE � ��� f' 4t: ��` 71 2020 BUILDING CODE OF NEW YO),,?,K STATE NUMBER: EAST ELEVATION 14 : Al 02 +.; Ji SCALE: 1/4"=l'-0" ' DOB NUMBER: OF © KEHHESIGN"ASSOCIATES,u.c