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�St1EFOlAr or Town of Southold 1/11/2024 �o y� P.O.Box 1179 o C* �..� 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44853 Date: 1/11/2024 THIS CERTIFIES that the building ALTERATION Location of Property: 1135 Shore Dr, Greenport SCTM#: 473 889 Sec/Block/Lot: 47.-2-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/19/2023 pursuant to which Building Permit No. 49158 dated 4/25/2023 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 to existing single-family dwelling as applied for. I I I The certificate is issued to Silver Sands Hldgs I LLC I I of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49158 1/9/2024 PLUMBERS CERTIFICATION DATED 6/5/2023 ip reams Plu Bing ho iz Signature TOWN OF SOUTHOLD �o SUF y BUILDING D PARTMENT y z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49158 Date: 4/2 /2 5 023 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 to existing single-family dwelling as applied for per DEC NJ letter. At premises located at: 1135 Shore Dr, Greenport SCTM # 473889 Sec/Block/Lot#47.-2-15 Pursuant to application dated 1/19/2023 and approved by the Building Inspector. To expire on 10/24/2024. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $558.40 CO-ALTERATION TO DWELLING $50.00 Total: $608.40 Building Inspector ector pF SOUT��I Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 Jamesh _southoldtownny.gov OUNT`l, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Silver Sands Holding 1 LLC Address: 1135 Shore Drive city:Greenport st: New York zip: 11944 Building Permit#: 49158 Section: 47 Block: 2 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Wilcenski Electric Electrician: Dan Wilcenski License No: 4723-ME SITE DETAILS Office Use Only 'Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 19 Ceiling Fixtures 4 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches $ 4'LED 5 Exit Fixtures Sump Pump 1 Other Equipment: Notes: COTTAGE 33 Inspector Signature: Date: January 9, 2024 silver sand cottage 33 shd� Oho Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 C u OU DC���b� BUILDING DEPARTMENT TOWN OF SOUTHOLD J U L 2 6 2023 BUILDING DEPT. TO 11— �� CF F01 1,�f CERTIFICATION Date': Building Permit No. AV-41d �,,4 Owner: ��)b^ o k (Please print) ' PlumberTIP& P 0��AIAA5 Wk&(t�401�1 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. e�l 011umbers Signature) Sworn to before me this day of':TkAY-1R— 20 V3 PAUL C CAPERNA NOTARY PUBLIC.STATE OF NEW YORK Registration No.0ICA6151160 qualified In Suffolk County Coq9ty Commission Expires August 14,20-1-0 Notary Public,-SAEI21�—County ' ��pF 50GTyO # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourmN�'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]XULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMAR S. v bvkA> �4) rp wl - Mve k-- . GoAAOW--� S� 1 DATE INSPECTOR o��OF SOOTyO! - 1 0 # # TOWN OF SOUTHOLD BUILDING DEPT. couMv,��'' 631-765-1802 —� 3 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: daA c DATE Z -4 � INSPECTOR pF SOUTy�� # TOWN OF SOUTHOLD BUILDING DEPT. �o • ,o `ycouto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [/ROH PLBG. FOUNDATION 2ND [ ATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �ALI DATE l6)!!jj ANSPECTOR # TOWN OF SOUTHOLD BU DING DEPT. cou 631-765-1802. . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: A k - DATE O r i .S INSPECTOR N. J. MAZZAFERRO P.E. PO Box 57, Greenport,N.Y. 11944 .III N 2 9 2023 Phone- 516-457-5596 Consulting Enginge �. June 28, 2023 Dew, Construction, -Tnspection:•. •,., , 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, Secti6n-47,Block-2,Lot-15 Building Permit Number—49158—Bldg. 33 1 Inspection—Framing On 6/21/2023, I inspected the construction at the noted location. The inspection covered the framing for the alteration to the existing structures. The areas inspected included the first floor and roof of the existing building. The framing work included exterior and interior walls, floors ceilings and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections, header sizes, bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. �P1 OF NFL,r 5 Pg .Mq2 O� � Nicholas J. Mazzaferro,P.E. ° 2�FOA No 05709y �OFESSIONP�" 17, N. J. MAZZAFERRO, P.E. JUN 2 9 2023 PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer June 28, 2023 Desi--n, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings I, LLC 1100 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47,Block-2,Lot-15 I Building Permit Number—49158—Bldg. 33 Inspection—Rough Plumbing On June 21, 2023, I inspected the construction for the alterations at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) and the Water Supply System(WS). The inspection results are: 1 —DWV—System was fully exposed and readily viewed. I observed all drainage and vent lines. System constructed as required.New installation is connected to the existing system. All construction was done in compliance with the applicable sections of the IRC, NYS and Town of Southold Building Codes. 2—WS—System was fully exposed,pressurized and readily viewed. I observed all hot and cold water supply lines. System constructed'as required. All construction was done in compliance with the applicable sections of thel 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. of ew r O 5 g• 22 �A Nicholas J. Mazzaferro, P.E. C w �2s NO 05 ARoFess►oNP�' r� l O, P.E. N. J. MAZZAFERR PO Box 57, Greenport,N.Y. 11944 JUN 2 9 2023 Phone - 516-457-5596 Consulting Engneg ,�, ,� June 28, 2023 Design, Construction,�,liispection-.T, . Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 i Re: Silver Sands Holdings I, LLC 1100 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47,Block-2,Lot-15 Building Permit Number—49158—Bldg. 33 On 6/21/2023, 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. I 2—Ceiling/Roof—Insulation provided and installed by general contractor. Insulation provided rated as R- 45. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building -Alterations. 3 —First Floor—Insulation provided and installed by general contractor. Insulation provided rated as R-30. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building -Alterations. The insulation and caulking installation as verified by inspection is compliant with all applicable codes and conforms with the design specifications. The insulation provided was done in compliance with Section C503, Alterations of the 2018 IECC. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and °F Nfw yo applicable Codes of NYS and Southold Town Building Codes. 5 �S •MA�9 F Nicholas J. Mazzaferro, P.E. U ° W 2�F 0 90°�� �c\2 ROFESS100 .,... ._..._ . � � T ��� � ;, �1 �, � �: y 4y�K 1 t � I ' - IFerutR c� a® t I Vi APR 2 4 2023 N. J. MAZZAFERRO, P.E. "�al�a � �� PO Box 57,Greenport,N.Y. 11944 �� 3©'J7'H CD Phone-516-457-5596 Consulting Engineer April 14,2023 Design, Construction, Inspection Silver Sands Holdings 1,LLC 1400 Silvermere Road,Greenport,NY 11944 I Tax Lot—1000-047-02-15(1135 Shore Drive, Gpt, 11944) Tax Info—Residential/Accessory—on 2.5 acres—Pre-Existing 1957 Property Occupancy Code—Residential Project Category—Alteration 2 2020 NYS Residential Building Code&2020 Energy Conservation Code of NYS Re: -Energy Code Evaluation(ResCheck)—Single Family Residence(33)and Accessory Structure(35). I On 4/6/23 I reviewed the latest revision of the project plans for the Single Family Residence (Bldg. 33) and Accessory Structure (Bldg. 35) renovation. The purpose of this effort was to determine if the proposed construction complies with the 2020 NYS Energy Conservation Code, in particular the applicable sections of the 2018 IECC. The proposed work has been determined to be located within an Existing Building, Code Section N1107 (R501) and ani"Alteration-2"as defined by the NYS Code. The elements reviewed for energy conservation include the exterior envelope,fenestration,hot water, lighting andlHVAC System. Review Basis: 2020 NYS Residential Building Code—Chapter 11-Energy Efficiency 2020 Energy Conservation Code of NYS Chapter 5-Existing Buildings (as referenced by residential code) To verify that the NYS ECC/IECC criteria have been met by the project deign the following information is provided and certified: Each additional Code Section has been individually addressed and the results are: Section 1109.1.1 (R503.1.1)Building Envelope states: Exception: The following alterations shall not be required to comply with the requirements for new construction provided that the energy use for the building is not increased: 2 — Existing ceiling, wall or floor cavities exposed during the construction provided that these cavities are filled with insulation. 1 C S I 5 — Roofs without insulation in the cavityand where the sheathing I g or insulation is exposed during reroofing shall be insulated either above or below the sheathing. The work designed for Single Family residence (33) and Accessory Structure (35), as stated in the Energy Analysis, and shown in the Project Drawings meets this requirement: I 1-After the Alteration the building will use less energy for routine operation. 2-All exposed cavities in the roof, ceiling,walls and floors will be 100% filled with insulation. I Although the Alteration Work for the Building Envelope meets all of the criteria of the 2020 NYS Residential Building Code and NYS ECC/IECC, applying the standard ResCheck program for energy analysis would not produce proper results. The proposed work is 100% Code compliant, but not applicable for input into ResCheck. i Section N1109.1.1.1 (R503.1.1.1)Replacement Fenestration states: When some or all of an existing fenestration unit is replaced with a new fenestration product, including sash and glazing, the fenestration product shall meet the applicable product requirements for U factor and SHGC as specified Table N1102.1.2 The Prescriptive Section N1102.1 (R402.1)of the Code: Windows-Doors/Glazed-Table N1102.1.2 (R402.1.2)requires a`V"factor of 0.32 The Thermatrue Doors have a"u"factor of—0.32 (or less) The Anderson 400 Series Doors have a"u"factor of- .032 The Anderson 200 Series Windows have a"u'Ifactor of- .032 I The proposed window and door replacement meets the Prescriptive requirements of the Code. Section N1109.1.2(R503.1.2)Heating and Cooling Systems states: New heating, cooling and duct systems that are part of the alteration shall comply with Section N1103. The HVAC Systems includes the new "split units"proposed for the Single Family Residence. The existing unit in the boathouse will remain. The system provided in the design is: Building Conditioned Space Proposed Unit Cottage 33 Multiple Rooms ComfortStar Unit— 1.5 Ton Rating 2 � J This proposed design for the HVAC System is compliant with all Installation and Equipment Performance Requirements. This finding is based upon the efficiency ratings and vast operational improvement of the newer systems. The proposed mechanical system meets the requirements of this Code Section. Section N1109.1.3 (R503.1.3) Service Hot Water Systems states: New service hot water systems that are part of the alteration shall comply with Section N1103.5 The Hot Water System includes the new electric units proposed for the Single Family Residence. The existing unit in the Accessory Structure will remain. The system provided in the design is: Building Service Area Proposed Unit Single Residence(33)Bath and Kitchen Energy Star Certified This proposed design for the Hot Water System is compliant with all Installation and Performance Requirements. This finding is based upon the efficiency ratings and vast operational improvement of the newer systems. The proposed mechanical system meets the requirements of this Code Section. Section N1109.1.4 (R503.1.4)Liahtine states: New lighting systems that are part of the alteration shall comply with Section N1104.1 The Interior and Exterior Lighting Systems will be new high-efficacy LED lamps. The lighting proposed for the buildings will be 100% LED, decreasing the amount of energy used, reducing the heat load and providing a longer unit life cycle. The exterior lighting proposed for the single residence and accessory structure area meets the code requirement for visibility while conforming to the Dark Sky requirements of Southold Town. The proposed lighting system meets the requirements of this Code Section. RESULTS: This proposed design for the Alterations to the Single Family Residence and Accessory Structure is compliant with the 2020 NYS Residential Building Code & 2020 Energy Conservation Code of NYS. The design 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 operational needs. - The Alterations do not create any hazardous conditions or overload any building systems. 3 This certification statement is provided in conformance with Section R105.2.2, Written Statement of the 2020 ECC of NYS. Based upon my review in April 2023 of the design documents: To the best of my knowledge, belief and professional judgement such plans or specifications are in compliance with the Energy Code. Note — This statement and certification is being provided because the use of the ResCheck Software program will not produce accurate results for this project. The entire exterior building envelope is being insulated in compliance with the Exception clause and the ResCheck program does not address this fact. i P� OFNk,� pA �� 05?�9� Nicholas Mazzaferro,PE ROF�ss10100, 4 FIELD INSPECTION REPORT DATE COMMENTS _ ►o FOUNDATION(1ST) � 3 ---------------------------------- C FOUNDATION (2ND) _ I z o � cn y ROUGH FRAMING& PLUMBING r INSULATION PER N.Y. y STATE ENERGY CODE \v dft V� LP KZI 5 at vcd w4 FINAL l GO ftsuoe►4 ADDITIONAL COMMENTS b 0 s i yo y7 2� �Q h� w �90 ti lo �Z`k GtG cQ.- • 3S� �2C d (tubm V... in AN A o� N� 0 z x x d r� b H TOWN OF SOUTHOLD—BU>LDING DEPARTMENT ToWn Hall:Ahnex 54375:Main Road P. O.:Box 1179:Southold;NY 11971=0959 oy • a� Telephone (63:1) 765-1802 Fax(631) 765-:9,502 httpsa/www.southoldtownnygov Date Received APPLICATION FOR BUILDING PER For Office Use Only I) sS `1' IL, 1UI .I PERMIT NO. Building Inspector: JAN 1 9 �123 Applications a,nd:forms-m,ust,be filled.out in their.entirety. lricomplete BUILDINGDEPT. applications will:not be accepted. Where the Applicant is not.the owner,.an ��NOFSDUTf'IDLD Owner's Authorization form'(Pake,2)shall-be comp leted.'.: plated.`.: - 1 Date:December:1; 2022 OWNERS)OF,PROPERTY: Name:SILVER SANDS HOLDINGSJ; LLC SCTM* #1000-47 2-15 Pro'ect Address: 1135 Silvermere Road;:#33, Greenporf, NY 1.1944 .Phone# 917-318=0027 EmaiI:ALEX SILVERSANDS-MOTEL.COM I . @ - g 1400 SILVERMERE ROAD, GREENPOR Mailin �Address:: T; NY 11944 CONTACT PERSON: Name:RICHARD VANDEN.BURGH:;:ESQ. MailingAddress: . 421:55 MAIN ROAD., PECQNIC, ,NY 11-958 . Phone#:631-613-9019 Email:RICH GREENPORTBREIN:COM. �... @.- DESIGN'PROFESSIONAL INFORMATION: ..: Name:JOHN= CONDOM, PE: -:CONDON ENGINEERING Mailing Address:1755 :SIGSBEE ROAD MATTITUCK, .NY 11952 Fnone#:631-298-:1896: Email:cond.O.neng@optonline.net: CONTRACTOR INFORMATION: �Name,-.HIGHLAND H GHLANDPEAK GROUP, LLC Mailing Address: 19215 SOUNDVIEW-AVENUE; SOUTHOLD:. NY 11971 Phone#:917-318-0027 Email:ALEX@SILVERSANDS-MOTEL.COM -DESCRIPTION OF PROPOSED CONSTRUCTION ❑New.Structure ,❑Addition . BAlteration RRepair ❑Demolition Estimated Cost of Project: 00ther See Attached. .. $63,750.00 Will the lot be re-graded? .❑Yes ANa Will eiicess fill be:re' moved from premises? ❑Yes 'RNo 1 PROPERTY INFORMATION Existing use of property:RR:.:.. Intended use of proper ty:R R Zone or use.district in which premises is situated: Are there any covenants and.restrictions with respect:to RR ppY• this ro ert 7 DYes 8No IF YES PROVIDE A COPY. . . . B.Check Box After Reading: 'The owner/contractor/design professional is responsible for all drainage and storm water issues.-as provided by Chapter 236ofthe'Town.Code. APPLICATION IS HEREBY MADE to the:Building Department for the issuance ofa Building Permit pursuant to-the Building Zorie Ordinance of the town of.Southold,Suffolk;County;Ne'w.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:compIV with all applicable laws,ordinances,building code, housing code and regulations and to admit.authorized inspectors on premises and in building(s)for necessary inspections.False statements.made herein-are punishable'ai-a Class A misdemeanor pursuant to Section 210.45 of the New'York'Stlate Penal Law: - Application Submitted By(pri name): IRAuthorized Agent Downer :Signature of Applicant: Date: 1 . STATE OF NEW.YORK) SS: COUNTY OF SUFFOLK ..... ) . ..... . RICHARD W.:'VANDENBURGH been dul .sworn de oses and-says that s he is the applicant-g Y... . PO. pp i (Name of individual signing contract)above named, .:::AGENT (S)he is:the ::(Contractor,Agent;Corporate.Officer,etc:) . of said owner or owners;and is duly.authorized:to perform or hi ve:performed.the said work and to:make and fi.le-this application;that=all statements contained in this application aretrue to the best of his/her knowledge and belief;:and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this . JAN UARY 23 day of 20:.. ... otary PUM ACE- . DINYER NOTARY PUBLIC,-STATE OF NEW YORK NO.01 DW6306900 PR::OPERTY OWNER AUTHORIZATION.: QUA LIFIED IN SUFFOLK COUNTY: ON;.Ui:ZSI0 EX NE Where the applicant N EXPIRES 30,2� - pp cant is not the'owner) ALEX :P.ERROS 19215 SOUNDVIEW AVENUE, residingat ... .. . SOUTHOLD,: NY RICHARD W. VANDENBURGH. do hereby authorize to.apply:on.77 . . y behalf to the Town.of Southold Building Department for appr oval royal as described herein. . .. . . . .. . . :.. Owne. Signature - Date:: ALEX ERROS Print Owne..s.Name . 2 Salver Sands I Iol(linE;s 1 LL.C' Noyembbr 21)_ 2022 1400 Silvermerc. Road Crrecnport, NY I I�),H To Wllom It May Concem I have perfimned tiower and watcr work m the Villas.;e c.lfCircenport and Torn of Southold for the last. fifty}cars. The om�nch of the Silver Sands Motel hirc(I 'Ile to perform maintenance and repair work on the exrst111 sewer systc"I "XI to sllpplY new domestic «'1lcr lines to the nlotel and various Cottages across the properly I can c(Jnf rl" Ihat x%e arc perfor mmirig work on the csrsltinlr semvcr system and Iliat it does not.require any Suflfolk Comity I)Cl)art11tC111:()f Fle,111I) (S(,[)C)1-1)perinlissiorls or notifications. ^I7tc property's existing sewer system_ including a private male along SIIVerlt.1u Road and a pump station locatc(1 iicxt to the raifroad tracks,arc all oil private propert` and fall un(k�r the purvicw of the Village of'Grconport. We have been workrna, elosel.' myith the Villaf;c and the held of the sewer departinent,Adam Hubbard. visited the property as recently 1s November 29,2022: lie or again confirmed that all work being done is (1) on a pre-existing;,}ystcm. and (2) that no net\-sewage or wastewater capacity is being added to the system. The maintenance and repair work I have performed on the propeny's clist.ing sewer system is critical to ensure. it col)linues to function properly and (toes not have S Ilegativc cf")^CCt oil time buildings or contaminate the surrounding environment.. fri August 2022,Suf bll: (:'oust\-Water Authority (SCWA) replaced the failing water main oil Silvern)cre Road. 1 have worked closely tyith both SCWA 11id talc property owners to upgrade the domestic water lines and to connect new service taps to the water main] "Ilic motel and surrounding cottages arc located oil multiple lots and SCWA required that tvc install indivi(lual taps for each lot. T7)c owners have dili ently filed all necessary applications with SCWA, and SCWA has perfonued all required inspections and sign ofTs. We continue to work in loci: step tt•ith SCWA to complete tills Important infrastnrcture worm(. It should be noted that when installing the liety`eater main oil Silvernlcre Road, the SCWA contractors accidentally broke the sewer line that crossed Si vemlcrc Road and connected the cottages at 1100 Silvcmiere to the private sewer main the nuts;along the 1st side of Silvc:rn)cre. "Phis was documented by bodl the properly owners and the SCWA contractors, wlilo replaced the section of pipe that iliev broke, Sincerely. ,k,� FA, Stanley F. Skrcue December 28th, 2022 i 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, N 11944 EXT. 215 TAX MAP ID# 101300, 7000?OOt:16000' 100D047000200014000, 10000 470u02000,3000, 10000470002000120001, 10^00-47000200 009000 TRUSTEES JACK MARTILOTTA DEPUTY MAYOR To whom it may concern: PETER CLARKE MARY BESS PHILLIPS All the sanitary sewers, appurtenances, and sewage disposal facilities for the above- mentioned parcels have been inspected by the Greenport Sewer District and found JULIA ROBINS to be satisfactory. VILLAGE If I can be of any further assistance, please contact me at (631)477-0248 ADMINISTRATOR PAUL J. PALLAS, P.E. EXT. 219 Regards, CLERK SYLVIA PIRILLO, RMCC EXT. 206 Adam Hubbard TREASURER Village of Greenport ROBERT BRANDT EXT. 217 Waste Water Treatment Plant i l',O. BAX 1047 So(.Ithold, �.'>'.11971 -._............._.._.. _..... - -.... - -..._-.._._._ ('Cl l No. 51 -6.58 G807 L�.-mail; rrllc.inlacl�:2!r�;verizotl,nc.,l 14vcmber 10. 2022 Michael Verity, Ciuef 1:3tli1dirit Irtslaector Southold "Town huilclinL De part.nlcnt 54375 IVlain Road, Southolc.l. N.Y. 11971 tZe; Silver Stu7ds I-IoIdi.rit„s 1400 Silvernu:rc Road (keen pol't, N,Y, 1 1944 Dear mi.. Verily: 'Me ilxmw of (his Ietier is to talaprise you Of the efa'(7rt �11t e by Silva Sallds Holdings 1 ('LL,C) l0 CO111t)1'lll to all .1pplicable codes a, they nuiy pertain t.c.� the rc'.l7nl iliHoldi o f tlI m(tcl and cottages, was engaged to ,.t(:ldress the rKabilitat.iOrl pltul rind cvaltialc: thl. COrllfal:)i7 ilt'i of tlte: ,Iran ta, �••vhtlt jLilisdiciions apply, NO �f(av,-n and S1atc, aRI cvalt. pe the nlay be t'ec uii'(�cl t1 s to con7plittncc. h7 1:17at cortle'xt. .1 prepai'(�d nlY Analy;'is cal the Soul.holci Codes along) �� 1 o be irl disct.issioi7;; with 'Town individual:; for input: info tlieil intcarprctation �)s to ���.h' _ Willi needed. In addition. I also col mcled DEC to I;ctin i'nsil.;l7� its to "tether pei'I1771�s) arc rec hire what p(i'i']7111(S) I71cll' lk` I'hc cull7linati(.an of illy Wquiry was compiled h7 it ,4ttnur)iar lanuury of L11is ti ear, A copy of Illy Analysis is alatic�he yotai revi(a`-v. 1 d. 1 analysis ,,ubinMed N) the IMC, 1 sinllal}' wanted to empllasizethat the 1I.(:' has. fi•o�m the. be riililirl� undno ndinU their responsit)il.ity to ahidc L)y , (::'c,c.l,ti c.)f the Towrl and State ' �: �,, bGCI] Ch11L;e)'lr. 111 ol'the relia ailitatio11 plan, in (Ile t,tlapli(.(atit;)n SR1(:i`1'C'll your, 42 �11C1'1(3C1 .\, hltll£Ieli � i SUFFOLK COUNTY WATER AUTHORITY NEW SERVICE DEPARTMENT PO BOX 38, OAKDALE NY 11769 PHONE 563-5669, FAX 589-5273 i August 30, 2022 PREMISE: 1 135 Shore Dr, Greenport I3P: TBD DEAR CUSTOMER: 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. For your job to be released you must complete the checklist below. IMPORTANT INSTALLATION INFORMATION . As of December 1, 2019. all services are required to meet the attached specifications. Please review these carefully, as all criteria'must be met for the field inspection to pass. Before your application for new service can be released to our construction department, it will be necessary for you to complete/submit the following: 1. Please complete the enclosed application card and r turn so the account may be established. 2. Tap & Vault fee (2"tap) $9,820.00 3. Inspection request — Residential inspections must i be scheduled two (2) weeks in advance, and are subject to the time constraints of our workload. Please plan accordingly. 4. Customer Service Line Measurement Form (Form #215) — Must be completed by whoever installs the service (either the owner or a licensed plumber is acceptable) once your service line is installed. 5. Service Line Certification — Must be completed by whoever installs the service (either the owner or a licensed plumber is acceptable) once your service line is installed. Please mail all information to the above address. If you have any questions, please contact the New Service Department at (631) 218-1148 or via email newconstructionclerksaa,sewa.com I New Service- A A A . A �`1rZR A1UJTH0VL Date 9/6/2022 Name or Business Name Silver Sands Holdings I LLC Property Address 1135 Silvermere Road, Greenport� NY 11944 Mailing Address 1400 Silvermere Road, Greenport, DIY 11944 Phone Number 917-318-0027 Email Address: alexanderperros(o)startmaii.com SCTM# 1000 047 02 15 District Section Block Lot ApplyCheck All That x Residential Property _ Commercial Property Temporary Service for Construction Adding Fire Protection: Dedicated Fireline Combined Domestic/Fire Seasonal Service: Dock _ Irrigation _ Beach _ Beautification Demo/Rebuild (describe) New water main and new laps as part of renovation Other Geothermal Unit: _Yes x No If yes, type: _Open Loop _Closed Loop I understand that water pressure varies throughout the County and that it is the applicant's responsibility to determine the maximum system pressure to ensure the plumbing s stem follows all code requirements. Print Name Alexander Perros Signature If you have any questions, please call (631) 2 8-1148 For Office Uk se Only BP#: Service Size: Easement Required? Please return completed form with payment to: SCWA New Service PO Box 38,' Oakdale,•NY 11769 NEW YORK STATE DEPARTMENT OF ENV/IRONM�;N'ITAL CONSE'R /ATION DIVItAms of(31MI:mlmmiltil Iasi mrtm,RoyAx1 1 SUNY xv Stony Brook,50 Giclo Road.Stcmy Btoolc,NY 11790 R(631)444-03613 1 1=:(631)4i111 0360 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 jurisdic ion of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current l idal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that bulkhead. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other-agencies or local municipalities. Sincerely, Kevin Kispert Permit Administrator cc: BMHP File Ir..Nkw Y►)lu1 ?h1lnil nm; NIVIl'olilmolltt1) ,`4 I;olmorva(loll Xf�$� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road - PO Box 1179 ifs Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr6-southoldtownnv.aov - seand,0-southoldtow13n1 aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII informawn Required) Date: - % y Company Name: '— C--L I-LA 4-cL c ti wc, Electrician's Name: �c,,,- License No.:_ Lf 2-2-�, rv,Z, Elec. email: Uri cry. eLfij 4 ,,,A (,�-,L, Elec. Phone No: l 131 --a b. t7,331requeit an email copy of Certificate 6f Compliance Elec. Address.: T sow'l J /"/C / l 7I- JOB SITE INFORMATION (Au information Required) Name: _ L L t— Address: Cross Street: Phone No.: ctl - 1 - D o 1-7 Bldg.Permit#: q 9 3 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ® YES NO ®Rough In Final Do you need a Temp Certificate?: YES E]NO Issued On FTemprmation: (AII information required) vice Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# rvice[]Fire Reconnect[]Flood Reconnect 08ervice Reconnect[]Underground[]Overhead Unde round Laterals 1 M2 El H Frame 0 Pole Work done on Service? Y MN Additional Information: PAYMENT DUE WITH APPLICATION ( (to �f 3 ' f^�e &4�- _... ._... ._........_......---...._..... 33 ,i t od IC S it "r, t Bunch, Connie From: Alexander Perros <alex@silversandsmotel.com> Sent: Tuesday, December 26, 2023 10:05 AM To: Bunch, Connie Subject: [SPAM] - Fwd:Cottage 33 i Hi Connie...Just wanted to keep you in the loop that the Electrician sent James photographs of the two open issues to close out the final inspection. Many thanks,Alex Begin forwarded message: From:Winston Wilcenski<wilc2499@yahoo.com> Date: December 26, 2023 at 9:55:18 AM EST To:jamesh@southoldtownny.gov Cc:Alexander Perros<alex@silversandsmotel.com> Subject:Cottage 33 Hey James cottage 33 final electrical was left open,you came back and checked the two violations just sending pictures so you have them and we can close that building thank you. 1 I *pf Si?�yo Town Hall Annex ~O l® Telephone(631)765-1802 54375 Main Road P.O.Box 1 179 Southold,NY l 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: 1135 Shore Drive, Greenport,New York TAX MAP NUMBER: 1000-47-2-15 Pursuant to Section §144-8 of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction without first obtaining a building permit. i CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When a building permit has been issued. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY_ WITH THE APPLICABLE PROVISIONS.OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE IMPRISONMENT OR BOTH. DATE: September 12, 2022 J "ri J a Se`i `Buil . ng spector IT SHALL BE UNLAWFUL TO REMOVE HIS N C. OUT WRITTEN CONSENT OF THE ISSUING AGENCY. Michael A. Kimack 23 ATTORNEY AT LAW FEB 2 8 F P.O. Box 1047 �7E�'3 oWN00sou-MOLD Southold,N.Y.11971 Cell No. 516-658 j6807 E-mail: mkimack2(i0erizon.net February 20. 2023 Re: Silver Sands Holdings I LLC Building Dept. Email of Feb. 17, 2023 to Richard Vandenburgh Amanda: Richard-asked me to respond to your e-mail to him as I have information relative to your comments made and can clarify the issues raised. Your e-mail was regarding your review of various applications before you as follow: Tax Map 47-2-15 (1135 Shore Drive, aka Cottage 33 and Boathouse 35) 1. "Must provide documentation from the Town Trustees regarding the as-buildproposed work for any structure within 100'of wetland boundary" The Town Trustees visited the site on February 7, 2023, and determined that a wetland permit application was needed only to legalize: (1) ground disturbance within their 100- foot jurisdiction, (2) an as-built concrete slab I adj acent to an existing retaining wall on Lot 10, (3) a proposed refuse collection area next to the public road on SCT 045-06-08, and (4) the placement of an existing shed that is potentially on the border of Town property and SCT 045-06-08. The Trustees have a long-standing policy not to require a wetland permit for renovations to an existing structure (commercial or residential) if there are no additions. This has been confirmed on multiple occasions and site visits with various members of the Board; it was once again confirmed during the February 7 on-site meeting. As such, the renovation work to all the cottages and the motel across the properties are not a part of the application and do not require their permission. I submitted eight (8) applications to the Trustees on February 13, 2023, one (1) for each lot, and we have a scheduled hearing on March 15, 2023. I have been in touch with the DEC about the proposed renovations to the motel and cottages since April 2022. Their stated policy regarding the cottages throughout the Silver Sands property is that a permit would not be required if there was to be no additions. I did apply for a non jurisdiction letter from DEC for Lots 13, 14 and 15 based upon there being a bulkhead in place since April 1977. The DEC issued a non- jurisdiction letter for those lots on July 27, 2022 (Appendix A). As no additions have been made and the fact that we have a non jurisdiction letter for Lot 15, we do not require DEC approval for our proposed scope of work to the cottage or boathouse. As an aside, DEC did require a permit for the proposed work on the motel building (Lot 11.),which was applied for and received on July 29, 2022 (Appendix B). 2. Records indicate this was a single-family dwelling (Building#33) conversion to motel use is as-built—must apply for site plan approval -- with Planning & Special Exception to ZBA (along with additional variances) to legalize use (and requires Health Dept. approval) OR revert use back to a single-family dwelling but you will be required to obtain a Town rental permit every 2 years,-and must rent the house for more than 2 weeks at a time to comply with the Town Rental Law- Chapter 207 Cottage 33 and Boathouse 35 have never operated as a residence, and they have always been part of the motel complex as rental units. The Suffolk County Department of Health Services has granted a Temporary Residence (TR) permit to the Silver Sands Resort for 40 units (Appendix C). The Temporary Residence Unit regulates "temporary residences" such as hotels and motels, and cottage colonies. "Temporary Residences" are facilities maintained primarily for overnight occupancy by 10 or more people but are not intended to be occupied by the same persons in excess of 180 consecutive days. The TR permit for the Silver Sands covers all lots that comprise the "Resort", which includes but is not limited to the buildings on Lots 9 and 11-15. The motel building (Lot 11) has 21 units and the buildings on Lots 9 and 12-15 account for an additional 17 units (38 total). I am also including a letter from Darline Duffy (Appendix D), who was one of the previous owners of the Silver Sands Motel as well as a long-standing Southold Town Tax Assessor. Ms. Duffy's direct, personal knowledge of the properties dates to 1975. She confirms that all lots currently associated with the Silver Sands have been zoned Resort Residential (RR) since before that time and that all the dwellings on Lots 9 and 11-15 have been used exclusively for short-term transient housing. "Nonetheless, we recognize that the Property Tax Bill.(Appendix E) designates Cottage 33 as a "l Family Res" and would like to note that, our application does not propose changing the use to a motel. Our permit applications for Cottage 33 and Boathouse 35 are limited to upgrading doors and windows only. As such, there is nothing to legalize with any zoning variance as the use has not changed since it was constructed prior to the zoning code became effective. provide documentation or correspondence from the Su olk County Health Dept. 3. Must p nce.f P .ff and Greenport Village Sewer District regarding the renovations We have previously submitted correspondence from the Village of Greenport Sewer District (see attached S-9 Letter, Appendix p confirming that they have inspected the pump station, sewer manholes, and samtary sewers lines throughout the properties, including Lots 9, 11, 12, 13, 14, and 15, and found them to be in satisfactory condition. _ Per the Village of Greenport, the S-9 letter is,the only letter that the Village produces for these instances, and it covers any hookup to the sewer line for the entire parcel mentioned in the letter. The existing sewer system has served the motel and all the cottages for some decades. There has been no activity regarding the system that has or will require any permit from the Suffolk County Health Department. The County only responds to an application and in this case,none is needed or forthcoming. 4. Plans do not specifically show what was existing and what is proposed/as-built, must provide revisions to plans for clear interpretation Plans will be revised to specify"existing". 1< . 5. Must provide a certification letter from NYS architect or engineer with stamp and seal indicating whether or not each structure on this lot meets the town code definition of demolition. _ The plans show the proposed renovations to the existing structure. Please note that the cottage is not "as built". Its construction predated zoning as evidenced by the Property Card (Appendix G). Building Department olicy allows a building to be renovated if there are no additions (which there are none) and the proposed renovations do not meet the definition of"demolition". A cost analysis is being provided from an engineer that indicates each cottage's renovation costs does not exceed the 50% of assessed valuation. Therefore,no zoning variance will be required. 6. Provide alteration level as specified in NYS Existing Building Code for each structure, if legalizing to commercial motel use (may possibly require sprinkler systems in structure) An engineer's letter will also be provided to confirm the alternation level per the NYS Existing Building Code for each structure. 7. Boat house must be an accessory use (storage only) to the house, if using for motel use as proposed, must apply for site plan approval with Planning & Special Exception to ZBA (along with additional variances) to legalize use, as well as Health Dept We will address the Boathouse and its future role in the motel complex at a later date. As mentioned, we are not currently proposing any change in use at this time and our permit application is strictly limited to doors and windows. Please contact me immediately if you disagree with any of the above responses so that we can promptly reply and resolve our unaligned positions. Sincerely. Michael A. Kimack i i - APPENDIX A ,•'.: `IN I'N ! tK ►T TE I !E �A T NT'+ 'EI 1R±N10 NTAI:'CiPiN ER FATIO - 'Sl1iVY,�.Stany,Brack;�(1•Grglg;R&AdSs{griy..8racik;NY•11790;•. =Ri:�631)A9.�1`(J3651 i(831)_A4.:0360, wwiv'dea;lt gav:'. LETTER OF=N :JURI$DICT.1 ?N TIDAL°WETLANDSAC Julyy�27;2021: A,loxand6r:Pe6 ros_ -, ;Silver;Sands.Hold'%n'gs`'f'L.L:G.. 1.9ii6:6ound.`view'Ave: .'so6ih6ld;, NY,.11:97:1" Re: :Qpp)cafionr#j1-4.738-04'$98LU0.0'01: odanC 0- 220&;11S H 35 Silve mere';Road DearAlexander P:erros: Based`.on3the information;yousutimitted'the Department of EnironmeritalfConservabon has:- detemarned that the;portionof the,above properties landward of th 'fi notional butklieads°,r _ wg`reaterahan 'i00 feet in 1ergth;,as.shown on the...,surveysprepared by Young anal Young, last; revised,:5117/2022, which:was constructed error to';August e20, 1977 as evidenced on:Tidah Vlletland'Map',#720-552, are beyonci.the;�u'risdiction of the Article 25:Tidal.Wetlands•�- Act::Therefo�e. n accordan+ce:witi 'tte Curren#:Tidal-lNetlands Lan`dalse Regulations= (6NYCRR`Part'661),:no perritsrequired`to>.con'duct regulated:.activites landward of.that- Wkl ead Be:advis�d` no4cohstruction;sedimentation-,`or.dstubance,ofany kind:rriayaakeaplace.= 'seaward of the#rdal wetlands#urisdrefional bouncilary'�as indicated above,without a permd. It;is',your..responsibil ty,;,o,onsure that;aq precautionsaare taken to prevept any edimentation . .'dr disfurbance wr#firn-k icle;25:;iGrisdretion which may result frorr�;your ro#ect Sta p g = ,precautions.may include marntainmg.adequate work:area;between the junsdictional: , =017y and;your protect.{r e, ide�construction,area)or erecting;; .temporary fence;, . r;or hay.;bale':berm:: This:;lettecafalhremain':valid'unless site conditions change Pieasen te;that'.,thisxlette .does not:relieve;you of tfie;tesponsibility:of opfaiing'apy necessary permits or:Tapp�ovals`.from other agencies or local municipalities:. _Sirceiely;-.- Kevin,Kispeif Permf Adirinistrator BMHP . Nliw. iii a�ti1i; �f3uj�ttrrtt�ttit®i u i :Giivl�erriiri�iit .Con4;t �tldri APPENDIX B I NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmentai Permits,Region 1 SLINY m Stony Brook.50 Circle Road,Stony Brook,NY 11790 P;(631)444-0365 1 F:(631)444-0360 July 29, 2022 Silver Sands Holdings I LLC 19215 Soundview Avenue Southold, NY 11971 Re: Permit ID 1-4738-04895/00001 Silver Sands Holdings I LLC 1400 SilVermere Road Greenport SCTM # 1000-47-2-11 Expiration Date: 7/2812027 Dear Permittee: In conformance with the requirements of the tate Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6 N�CR,R, Part 621) we are enclosing your permit. Please carefully read all permit con ditions contained in the -permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected otected from the weather, and a Notice of Commencement/Completion of Construction form. Please be advised that this-permit does not relieve you-of the responsibility of obtaining_ anynecessary permits or approvals from local municipalities or other agencies. Sincerely, Matthew R. Penski Environmental Analyst Distribution List: Michael A. Kimack BMHP File __J1__!1iEWY1111K Department of All nvir=iental Conservation Ak mmw NEW YORK STATE llEPARTMEN"T OF ENVIRONiMENTAi,WNSERVATION Facility DEC 1D 1-4738-0489-5 PERMIT Under the Environmental Conservation Law ECL IPermittee and Facility Information Pel-Init Issued 'I'm Facility: S1LVI,,R SANDS I IOLDINGS I LLC SILVT R SANDS HOLDINGS I LLC" 19215 SOUNDVII W.AVE, 1400 SILVI RMERE RDIIOOO-47-2-1 I SOUT HOLD,NY 11971 GREENPORT,NY 11944 (917) 318-0027 Facility Application Contact: MICHAEL A KIMACIC PO BOX 1047 SOUTHOLD, NY 1 1971-1047 (51(3) 658-6807 Facility Location:. in SOU'l HOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 720.383 NY'I'M-N: 4552.598 Latitude: 41°05'41-2" Longitude: 72°2233.3" Project Location: Tidal Wetlands Authorized Activity: Renovate the lire-existing;motel within the sane footprint_ Reconstruct the existing;wood deck boardwalk in-place. Install a new access ramp. Install dlywells/swales. All work shall be done in accordance with the'Survey by Howard W. Yount; last revised May 11, 2022, and stamped NYSDEC Approved an 7/29/2022. ARNO-DEP Permit Authorizations Tidal Wetlands- Under Article 25 1'erinit ID 1-4738-04895/00001 New Permit Effective Date: 7/29/2022 Expiration Date: 7/28/2027 Page t of 6 taboo NEW VORK STATE DEI"AIiTMEN'1'01� i?NVIlkONM(:NTAI,CONSERVATION Faeitily DEC ID I-4738-04395 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations,, and all conditions included as part of this Permit. Permit Administrator: SUSAN ACKERMAN, Regional Permit Administrator Address. NYSDEC Region 1 Headquarters SUNY @d, S any BrookJ50 Circle Rd Stony Br o Y 1 1 790-3409 Authorized Signature: Date 1' Distribution List MICI•IAEL A KIMACK Marine Habitat Protection Environmental Perinits Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL.CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMIT TEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS i. Regulated Activities Authorized By This Permit This pertnit authorizes only those regulated activities/strictures identified under the section "Authorized Activitiy". DEC does not issue after-the- fact or as-built permits. This permit does not authorize activities, or legitimize the existence or 4tRICWIVS,w1iich Would have required a permit but for which no'perniiL of other authorization alas been granted DEC. I Conformance With Plans All activities-autllorized by this peImit must be in strict conformance with the approved plans suhmitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Howard W. Young last revised May 11, 2022, and stamped NYSDEC Approved on 7/29/2022. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMiXI'M.('ONSI"RVATION '= FaGitity DEC II) 1-4738-04895 c. noncompliance with previously issued permit conditions. orders of.tile COilll"issloner. any' provisions of the Environmental Conservation Law Or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications 11or permit transfer should be submitted prior to actual transfer of ownership. NOTM CATION OF OTFIER PERM ITTEE OBLIGATIONS i Item A: Permittee Accepts Legal Responsibility :and Agrees to Indemnification The permittee,excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation Cif the State of New'York, its representatives, employees, and agents ("DEC:.") for till claims,suits, actions,and daImages, to the extent attributable to the permittee's acts or omissions in connection with the PC]Inittee's undertaking of activities in connection with, or operation and maintenance of,the.flcility or facilities authorized by the permit whether in compliance or not ill compliance with the terms and conditions of the permit. 'This indemnification does not extend to any claims,suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits,orilactions naming.the DEC and arising under Miele 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible; for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the per►nittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Othe I Required Permits The permittee is responsible for obtaining any other pe�•mits, approvals, lands,easements and rights-of- way that may be required to carry Out the activities that are authorized by this permit. Item D: No Right to'rrespass, or Interfere with Rip:trian Rights This permit does not convey to the pernlitteL any riglit'to trespass upon the lands or interfere with the riparian rights of`others in order to per(brnl the permitted work not'does it authorise the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 APPENDIX C i I, r Ik Coua lmen tyDepa t`bof Health Se vices Bureau.of=Pub_•. �: :.-::- ., -: ;� - hc::Healthy--p-, tion- To:0 a ate`o" Temporay Residece' Tliis:is.to;certify;that. Slver:Sands they ope °tor"of.• . SIIVER:SAND:S RE .ORT:; dt :Sk,VERMERE:ROAD; 'GREENPORT,1vY.1,1944: Located mthe-Yl, IAGE.'of:GREENPORT in SUFFQLS:Coun - tY. is:;granted`pe=missiori-to'o late<sad establishment m'c"o ]fianc : -•= With=tiieIprovisions:,_ of Subpaxt 71:•of'th"e State;:Sanita "Code an _ y:.;`..... under#tie foIlowing"'conditions: ' (1):This permitis"'granted"suEijectao_:any.,and iffl`app]icable State;:Io'cal'a id lViunicv._a1Tav�is Ord inarices eCodes,Rules and Regulations.." " 2 ermit is;grazited subject,fo"any:'and`all'applicatleedera_1Iaws ittcludiri'''US'=BP`"' ursuanfao,the:Safe`Drinking W'ater:Act's'=Under'roiirid Tn{'ectio- :.. _. . ..,...z �. ions• .g:.� J_. n Control`��(UIC)pogram.-: (3),Capacity:.4p.unit'ss j.4)i Requiad sugeivision at_swimining pool;is Ieve1 IV- (5)'R7aterfiront;is;not.a:"perniitteii,P b thPW." bea`ch., r: (� Aspaitof"NewYorkState'snovelcoronavuus (COVID-19)respon'se;peraitted;facility,.;owrieis/.opera#ors; must follow all apghcable CQyID=19 guidance at https J/coronav�rus healtfi.ny:gov/home and . littps J%esd:ny:goy in ad'd t-. "t0,00mplying with all1VY ;peimit;cond tions;and'requirements.Please contmueto`monrtortheseuvebsites to ensure,ttiatyou'rfaciliky;is;operatin '•eo liancewitlithese'" `oit' "social-dstancmg directives;which are designed to prevent theapread ofthis:viius Effective.Date January"01y2021 , t','s.:,NON=TRANSFERABLE. e:Gregs'on HPi a' ,1vID avlpg;` _-- .------ -,-. -- =. _ - _= - == - •P'aniit;_7ssding'Q$ci51- .. Xp Decem�li�r :2021°;�aictmz".be - - -- = - --- - - :_ _. .. - - _ _�'' �^`revokec�`o�suspeici�dfozcaps�`•- --- - -- ;_•_, __ 2'HIS°"PERMIT'_SH� I:D_BE: 'aSE `:COSPICTTOUaSLY _ 'Facilfy_ oSe:5l- 79 - ;" .7-W`u umber . _ —� u APPENDIX D J February 26, 2023 Darline Duffy #3 Watersedge Way Port Jefferson NY 11777 RE: Silver Sands Motel properties including-SC-[M 1000-047-02-09 1�000-047-02-11, 1000-047-02-12, 1000- 047-02-13, 1000-047-02-14, and 10P0 7-02-15. To Whom It May Concern: I write this letter to help clarify facts around the historical use and'designation of the various properties related to the Silver Sands Motel.I have relevant first-hand knowledge since my husband; Edward Jurzenia, spent his entire life at the motel and was an owner and operator up until his passing in December 2019. Edward's parents built the original motel in 1957 and he and I had been together since 1975.1 inherited my husband's ownership in the motel and surrounding properties,which I sold to the current owners in 2022.I also served as a Southold Town Assessor from 1991-2014,through which I had intimate knowledge of real property and its taxable status within the Town of Southold, including the Silver Sands properties. I can attest that all the cottages and homes on the various properties that comprised the Silver Sands have always been rented to guests and were never used as permanent residential housing since at least 1975.To the best of my knowledge, all the properties that are currently part of the Silver Sands have been zoned Resort Residential since at least 1975 as well.Of course,the Silver Sands Motel (on SCTM.1000-047-02-11) itself was built in 1957.Furthermore,the cottage on SUM 1000-047-02-09(aka#34)was at one point called the Windward Shore Motel before it was incorporated into the Silver Sands,and the cottages on SUM 1000- 047-02-14(aka#s 101-108),which date back to 1930,were;at one time called the Silvermere Beach Houses.. All the dwellings on these properties, as well as the ones,on SCTMs 1000-047-02-121 -13, and -15, were rented out to guests for many decades. Very respectfully yours, /X,exx�_ Darline Duffy APPENDIX E O&IbE ADDRESS: TOVVN;.OF S§ I7THOLID OFFICE HOURS'&PHONE'. 58095 ROUTE 25'-P.O.BOX 1d09, CONSOLIDATED REAL.PROPERTY TAX'BI IL MON-FRI 8:00 AM T0,4:00 PM SOUTHOLD.NY.11971-0499- DECEMBER 1.2022-NOVEMBER 30r2023=TAXES BECOME ALIEN DECEMRER 1.2022' 831-765-1803 FAX-631-7655189 COUNTYSUFFOLK NUMBERSCHOOL CODE;IFTHE WORD!ARREARS'IS PRINTED HERE SEE • - NOTICEOFARREARS O,NREVERSESIOE j 17 5229 473899 47.-2-15 239 �. PURPOSE 1135 SHORE DR 2.50 325,403,852 3,611,200 PROPE�RTYCODE ROLLSECTI PROPERTY TYPE 210. 1 1 Family Res SILVER SANDS HLDGS I LLC 2,600 3,500 C/O ALEXANDER PERROS 12/06/2022 19215 SOUNDVIEW AVE • ' SOUTHOLD, NY 11971 ILVER SANDS HLDGS I LLC ls't Half. 5196 $2;641.7-0 04/21/2022 ASSESSED VALUE : RATIO . -100%OFFULLMALUE OF ITS 2nd Half 5196 $2,641.71. 05/24/2022 3,500 WIISCN..0.7.% 500,000_ ;C PT_1O LEVY% TAXABLE VALUE ;TAX�AMOUNT. -'TOTAL TAX AMOUNT. GREENPORT SCHOOL' 66.85% 3,500 ' 017.493' 3.10% 3,561..23 GREENPORT LIBRARY 2.29% 3,500 34.879 .2.10% 122.08 • 69.14% • ' • • 3,683.31 SUFFOLK COUNTY.TAX : 1.33% 3,500 20:237 0.603 70.63 .' SC COMMUNITY COLLEGE' 0.12% 3,500 1.847 0.00% 6.96. r- - • 1.45%- - • ' • 77.29 SOUTHOLD TOWN'.TAX_ 22:20%' -3,500, (337.997 0.90% LEVIEDTAX FOR TOWN1,182.81; MIA-PAYROLL TAX, 0.04% 3,500 0.639, 10.20%' 7 2.24 OUT OF CTY-SCCC '0.06% 3'600 0.839 64.00% . - 2:,94 NYS REAL'PROP'TAXLAW 0.42% 3,500 6.365 53.80% 22.28 E-W PROTECTION FD 5.40% 3,.500 82.123 2.60% , 287.43 SOLID WASTE DISTRICT 1.29% 3,500 "19.700 !' -4.00 68.95 7.21% • ' • '383.84 FIRST HALF TAX'. $2.663.62 'SECOND HALF TAX' $2.663.63.• TOTAL,TAX LEVY' ,► $5,327.25 DUE DEC.I,2D22PAYA9LEWtTHOUTPENALTYTOJAN.:lD,2D23 ;DUE DECA 2022 PAYABLE VMHOMPENALTY TOMAYM:2023.•SEE REVERSE 7F1jS TAX MAY BE PAID.IN ONE OR TWO INSTALLMENTS SEE REVERSE SIDE FOR PENALTY SCHEDULE. SIDE FOR PENALTY SCHEDULE AND COUNTY COMP.TAOLLEfl'S NOTICE. - - SECOND HALF,4 SOUTHOLD TAX'LEVY—2022-202.3" SUFFOCK COUNTY TAX MAP NUMBER DETACH STUB.AND:RETURNWITH, TU SECOND HALF PAYMENT'-RERN,BOTHSTUBS 473889- ,47.-2.=1'S FOR PAYMENT OF TOTAL TAX;MAKE CHECK PAYABLE-TO:KELLY J.FOGARTY, RECENER OF TAXES AND WRITE BILL NO.AND.TAX MAP NO. FACE OF THE.CHECK. AMOUNT DUE - BILL,NO. : .' ;.;L... 6. $2.663.63 5229 PAID BY:., LJ.ASSESSED.. 0 OTHER. -- [J'CHECK HERE IFYOU WANT A RECEIPT SILVER SANDS HLDGS I-LLC The following bank branches located within the Town of Southold accept payments during regular business hours:M&T Bank branches in Cutchogue and Greenport. 473889000000047XZ2Z15005229220000000000266363005327256 FIRST'HALF i SOUTHOLD'TAX,LEVY w 2022=2023" _ J S&FOLKCOUNTYTAX.MAP NUMBER` 47,3889 .' 47.-2-15 DETACH STUBTOR'FIRST HALF PAYMENT.RETURN BOTH STUBS-FOR ,PAYMENT'OF TOTALTAX;MAKE,CHECK PAYABLE TO:KELLYJ.FOGARTY,-, RECEIVER OF.TAXES AND WRITE BILL NO.AND TAX MAP NO..ON,FACE OF-THE CHECK. -`*MOUNTrDUE. BILL MO,_ _ F18ST HALF TAXES BECOME ALIEN DEC.1,2022,PAYABLE WITHOUT PENALTY TO JAINL 1' $2.663.62 5229 PAID BY: 'L1,ASSESSED_.,.. Q OTHER Q CHECK HERE IF YOU WANT A RECEIPT - SILVER SANDS HLDGS I LLC $5,327.25 The following bank branches located within the Town of Southold accept payments during regular business hours:M&T Bank branches in Cutchogue and Greenport. 473889000000047XZ2Z15005229220026636200000000005327253 APPENDIX i I i December 28th, 2022 236 THIRD STREET_ Suffolk County Department of Health Services .GREENPORT, NY 11444 360 Yaphank Avenue ,Yaphank, NY 11980 Tel-(631)47770248 Fax: (631).477=1877 Re: GEORGE W. HUBBARAD,JR•I SILVERMERE ROAD GREENPO' ,�Y 11944 EXT.'215 ,'TAX MAP ID#10,000470002, 6j 6000 OOOC470002000?.4009, 10000470002000_'3.000, 10000470002_00012000, 1 O,-,0047000200009000 TRUSTEES JACK MARTILOTTA x DEPUTY.MAYOR.; ; � To whom.it.may concern: PETER CLARKE MARY-BESS PHILLIPS; All.theaanitary 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)4777:0248 ADMINISTRATOR PAUL J. PALLAS', P.E. EXT. 219: Regards, CLERK SYLVIA PIRILLO, RM'CC�`�rG EXT. 2.06' ff; I - Adam-Hubbard TREASURER ROBERT BRANDY Village of Greenport EXT. 217 Waste Water Treatment Plant APPENDIX G SILVER SANDS 1400 SILVERMERE ROAD GREENPORT, NY 11944 631-513-9019 ADDENDUM TO BUILDING PERMIT APPLICATION I 1135 Silvermere Road Unit 33 WITH RESPECT TO DEC, TRUSTEES, WATER &SEWER: DEC JURISDICTION —See Attached No Jurisdiction Letter dated 7/27/21 TRUSTEES JURISDICTION—See Attached Letter from Kimack dated November 10, 2022. Additional Administrative Permit being issued. SCWA HOOK-UPS—See Attached Permit issued by SCWA for connection. SEWER HOOK-UPS—Be advised that we did not perform any new work or hook ups and the only work that was done by Skrezec was to inspect and repair a broken line. See Skrezec letter dated November 29, 2022 along with Sewer Approval Letter and notice to SCDOH from Village of Greenport dated December 28, 2022. DESCRIPTION OF THE PROPOSED CONSTRCUTION: i The work to be done includes as typical: •Roof replacement. •Replace/upgrade existing electrical service and rough-in. •Replace windows and doors in kind. •Repair or Replace existing siding. CERTIFIED COST OF THE PROJECT: $63,750.00 (16.8% OF THE COMBINED STRUCTURES VALUATION WHICH TOTALS$378,937.00) AS DETERMINED BY CERTIFIED VALUATION OF NEWMARK VALUATON AND ADVISORY CO. gyp/ DENC OF PROPERTY flh'�k]�k1 AR DATE(MMIDDIYYYY) 11 I 41 V9�! @,l1 It 04/14/2022 THIS EVIDENCE OF PROPERTY INSURANCE IS ISSUED AS A MATTF_R OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE ADDITIONAL INTEREST NAMED BELOW. THIS EVIDENCE DOES 1\I6T AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS EVIDENCE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE ADDITIONAL INTEREST. AGENCY PRONE ) ,(AIC,No, ----------.............—._.__._- COMPANY US ASSURE_INSURANCE SERVICES OF FLORIDA,INC. American Zurich Insurance Company P.O.BOX 10197 JACKSONVILLE,FL 32247-0197 --TAooR�ss:.Jg@udet@clausenagency.()om CODE: AO013668 - _.._.. _._._._ -- AGENCY INSURED ------- LOAN NUMBER POLICY NUMBER Silver Sands Holdings I LI_C 19215 Soundview Ave _ F_R73995001 Southold,NY 11971 r_r-r-r_c'nvE DATE E)WIRATION--� DFlTE 04/13/2-022 04/13/2023 - CONTINUED UNTIL TERMINATED IF CHECKED THIS REPLACES PRIOR EVIDENCE DATED; I - ---"-- PROPERTY INFORMATION LOCATION/DESCRIPTION 73550 Main Rd Greenport, NY 11944 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS EVIDENCE OF PROPERTY INSURANCE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. COVERAGE INFORMATION _.__.__. __.__ COVERAGE/PERILS/FORMS " "- ' A7$5,296,400 NCE DEDUCTIBLE 'Builders Rislc Coverage Form _---'-----'----'--'--------- Renovations and Improvements $5,000 Existing buildings or structures All Covered Property at all Locations i REARARKS(Including SPecim Conditions CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ADDITIONAL INTEREST NAME AND ADDRESS 'rG,A FAUTHORIZIE 'fGAGr_I: _ ADDITIONAL INSURED LOSS PAYER D REPRESENTATIVE ACORD 27(2009/12) ©1993-2009 ACORD CORPORATION. All rights reserved. The ACORD nalne and logo are registered marks of ACORD COMMERCIIAL GENERAL LIABILITY POLICY NIJI'VIREZ-�- ,THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ 11T CAREFULLY. DES�GNATED "DRECT HIRED CONTRACTOWY VVARRANIN This erlckxsen,erlt modifies wisurarice ixcy�eldei:l u-10H 1- ' 10f`() i I COKii'vI ERCML.(_-',,ENER1AL LIABILITY C-,1'_)VEI--ur1.G1E PRODUCTS I COMPLETED,OPEIPATIONS,COVE /\GE FCII` ful SCHEDULE Designated"Direct Hired Contractor"(if applicable): None Approved SECTION: IV-COMMERCIAL GENERAL LIABILITY CONDIT11ONS&p-Le COMMERCIAL GENERAL LIABILM. COVERAGE FORM and SECTION IV- PRODU10TSICOMPLETED OPERATIONS LIABILITY CONDITIONS cif the PRODUCTSIC ODAPLETED OPERATIONS LIABILITY COVERAG E FORM, to 1n q Designated Contractor Contractuil Rusponsibillities (SCHEDULE above a�pplies-) For arty "direct hir'LX1 col'Itractor nut slmojfi(:-Cf In (he SCHEDULE ;Axwe, you lnust curn.j.,)ly -with the conclitions listed below- .1ractol,00" dolt list In the SCHEDULE above, 1.xior to pk-,°i'rorrried on Vc)ur Ex:lrlall I)y that evid&ncing 'ki,*int rifiract(Y4 KS.t1`10 lnsuredl on-a General Lial-,mlity p0licy-&Mci) a. the"due ct hi ref"i r;u has Iln-lits 01,insurarice-I which sire equal to of +7reatt?r I. 1,1-7acl-i 0,-,ctnrence b. Wfjrkem-s 001111)elrSIt!01-1 II1GLlI-7f'K1'k? 11-1 with tthe 01 the ,'lPl'.)Ii0 010 SUAE' W10 Emp-byers Liability 111sul'PlIcell c. t.110 It",'.SLJ1"R-rire Is 1-.)mvided 1xy a c;,-ur-rler;-,si lialr.lirig an A.M. Rov.,, 1,r.jtjng o.1 X.Vlkx better, and d. the ir?surance rei-nains in full Ictroc.%e,/ith(:,UL it-,coveragoil(y.1-1[l-le LlatL,ol-I ountract. 1,eingperff.-m-ned is i--?)<ecuied 'Intit tho cJate on-o"hirti it 1"i C011.1pieted 2. 'Prior WN c6:)ri-irl-tenGerrie-l-tt of„yly-w-ofl<period-nec'.1 c%ri your. by any"direct hl roCl c'C)I-Itf a.QT0I' 110t listed -sn the SCHEDULE abate. YOU RIUSt obtam a written "hat. a. is signr;�d and E'.1XeCl_V!C1`by thr::"di.re'f�t I h. inclerriniflesyu.r., a.sm)ell as -,-III paltje llhatyciu arp l-equirecito indemnity op—nar roe, as anadditionat jnsuir�,cj. againsi all Iri,,�ser�, including and lega� fi:'.)f the m:iol� perron-ried fur by 1:1"ie"dire.6., hirecl i;.ontrauwsr' and KCN-GL-00030 OC-) ,*02121,21) .ultirks hy IS() It)..- Willi klspernw,.".101, of 2, ill . . . . . POL|CYNUMBER: 5OG0�@12-0W COMMERCIAL GENERAL LIABIL11TY CG 21 5331 96 THUS ENDORSEMENT CHANGES THE POLICY. PLEASE READ I7[ CAREFULLY. ������ U 8��U���� ������D������ ������ ��������8���� ������R���.~�UV~����� �~r��v�~u�»�u��o� �� ������a��o��� xu��� ��om���ro"��� ~°" ��" .~ . ~ .~~. ~.— This endorsement modifies insurance provided under the following. / COMMERCIAL GENERALL|AB|L|TvCOVERAGEPART SCHEDULE, Descriptiohof Designated Ongoing Operatun(s): Any area of the scheduled location which has beCOIlle Occupied or utlized for it's intended use at the scheduled location. Specified Location (if AppKicable): � / (If no entry appears above, information required to tilis endorsement will be in tile Declarations mo applicable tothis endorsement.) The following oxc|ueion is added to paragraph 2, Unless a "|ouoUon'' |nspecified in theGuhedu|e,this Exclusions nf COVERAGE A—BODILY INJURY AND exclusion applies n»garU|eaa of where such PROPERTY DAMAGE LIABILITY (SanUon | — operobuns ara conducted by you or on your behalf. if Coverages): a nppciOo ^|ooabon^ is designated in the Schedule of hiy' endomement this exo|uuion app|ioa Only to the This insurance does not apply �o "bodily Injury" «r t described ongoing operations conducted at that "propahy damage" arising oui o[ the ongoing "location". '' �� na described in the Schedule /f this eoperations dumement, regardless of whether such operations I-.o/| Ux� purpose of this endorsement, "location" are conducted by you or on your behalf orwhether mo-ans premises involving the aeme or connecting the operations are conducted for youmeU or for or premioeavvhoae connection is interrupted only others. by a steet, roadway' waterway or right-of-way of a railroad, CG 21 53 01 96 Copyright, Insurance Services Office, Inc., 1994 Page I of I FORMSSICHEDULE The following are a list of ell(lorsegnp 11tS and eXCILISiOlIS WhiCh Will be part,Of tile standard GIL policy FORMIENDORSEMENT NI DI NAME KCN-GL 0000100 07 21. Common General Liability Declarations(owners) CG 00 01,04 1.3 Con,wriercial Generzil Liability Coverage For rn [L 00 1.7 11. 98 Common Policy Conditions CG 01. 63 04 1.7 New York Changes-Commercial General Liability Coverage Form 1 CG 20 18 12 3.9 Additional Insured- Mortgagee,As5kznee or Receiver(Owners) 2fc , Receiver CG 2106 05 :1.4 Exclusion - Access,or Disclosure of Confidential or Person-' Information and CG 2109 06 15 EXCIL(Sion - Unmanned Aircraft f'J- 2144 11 A 9 9 a Limitation of Covefe.ige to Des Snated Premises or Pr") ect Owners CG 21 47 1.2 07 Eq)L)l oynr)ent Related Practices Exclusion CG 2149 09 99 a Total Pollution Exclusion Endorsen-ient CG2"30' 96 --Exclusion- Desig hated 0iigoing0per,atioiis (Owners ) CG 2167 12 04_ ��Fun�ior Bacteria Exclusion CG 23. 96 03 05 Silica or Silica-Related Dust [Exclusion CG 24 26 04 11' Amenclrnent of Insured Contract Definition I(CN-r-1 00 07 ..1. Economic or Trade Sanctions Service 00006 (00 07 2�1. Service of:suit- L 0 K C N-,G--1 00008 Q-0 07 2:1. Exclusion - Orations�e Covered Consolidated Iris KCN-GL 00010 00 07 21 Split____Deductible Liability IULurance I(CN-GL 00013 00 07 21 Exclusion-AsbestoE; I(CN-GL 00016 00 07 2�1 _xc", 0 )(c 0 Exclusior) COj^n MUnica ble Disease and InfectiousAgent L I(CN-GL 0003.7 00 07 21. Exclusion Continuous Or Pr 00 0 2� r :z�iye I n L,ry(ji: D a m2S e 1; C KCN-GL 00019 00 07 21. rXclusion - FIFS ---------------- -9 1 0007 1. F KCN-GL 00021. 00 07 21 ExclUSi011 I(CN-GL 00022 00 07 21 EXCILISiOrl - Professionals Services Liability (\Alith PxceEtjon) KCN-GL 00023 00 07 21:L Exclusion - Wildfire I(CN-GL 00024 00 07 Limits of Insurance Arnendatory,(No Reinstaton.)ent of:tIjc_ ProdHl,UCtS-COM leted isrn KCN-GL_00027 00 07 -1 Excit.isiollofCertifi(.,.I Acts ofTei-i-ot-isi-naiid0tilerAct:sofTet-Y'01'li _n sl KCN-GI_00033 00 07 Exclusion - Benzene KCN-Gl_00034 00 07 2-1. Exclusion - Breach of Contract KCN- -1 Ar%Q-1 r 00 0721 Exclusion ber Lln'ytry With Limited Bodily injur*v Exception I(CN-GL 00040 00 07 -1. Exclusion- Residential Conversions I(CN-CiL00041000 -1 Exclusion KCN-GL 00042 00 07 21 _ Exclusion .. Long-l-In-and Other Maritime Laws KCN-G L 00044 00 07 21 Cancellation KCN-GL 00047 00 09 2'. Exclusion - N—in,".14 OLierations- Owners KCN-GL 00059 00 V 21 Policy PU-Tfli(.1111 and Audit Provi.,ions, I(CN-GL 0�IN CjL 0055 00 07 214 _-L-110—dule of Forms KCN-IL 00003 00 3.0 2:10 _A2_1Jce* What to do if n Loss Occurs General Information KCN-GL0001800 .j.o2.j E)(CIUSiC1n Cross SjJij-S KCN-GL 00030 00 02 22 D!rect, Hired Contractor Warrant GENERAL LIABILITY BINDER FOR: Silver Sands Holdings I LLC DEDUCTIBLE Deducflbl'e(s Deductible applies to: I Deductible type: Includes txss Adjustirnpril. &Defense Costs $10,000 Bj &1:111 PiN OULirrorirx- COVERAGE TYPE AND DIRECT HIRED CONTRACTOR RE,QUlR,EMENTS: Coverac le Ty )e: No Wa r re jor Approved GC Direct Hired Contractors Min U it Re uiremen'LS Se 000 00- 0 s-;;"pop pop 'il-7 1100 000 )MUrrence 3e-n Aggreq 'I g ,ate Designated Contracffor Requirements to Designate, I-,.xeauwcl oalltral."J c;nntajnin-J hold harn-ilesci, and addition it Contractor insured lan,.,jLJ,9jE! in F81'`nl',0f 01.11' InSlffed COI W�th rrm11 rnui f I requ I red I i rn i ts s how I'l above-'. C of E ndap."ierneot 131�,)DING SUBJECTIVITIES' To bir,�l coverage, fl-ie follows ng Irsled iterns are req.ored. I'I'lls bli-laer 1i:i any cli the ale-licit.frilly Satisfied. 'Oe n-lay agree to bind coverage with information pending, In -,�u',h tn'st'anr.e, Tailure to p-ravide tt,,e infoNi'maliori within the tittle S$)L)C0(-X1 Will SLII)jeC!MU'f,,overage Lo Need Q auhf ctialties NOTICE We resamt the rigi-it to will,ldraw, resr-�ind, of to I 11-10 qUOtEd L011113�,.Wld 00111ditiOrl,i'OP'11-IIS 11-ISUra nce poll my, il"ICILI'ding, 1-,lut mot limited to: (he umount.of the qLl0tC-C-,' i The policy fee is fully earned andn.on-reFLAM:18 'ShEfll be considerc-d a<� p1c3 IT Of the I-*,j'r--11'[iLjms or 00;'Midefed D State MICIL111'en'101rit i This iq, @ Non AdmiRed binder for whic.h the i5 resporiMblp for handlingalt Linef',filing, taxes and.fees, o This b nder was ciffereci using information suirnitted to u,?. The apoEcant Nxrqrrant,,:,that the infori-mation provided is accurate, comptete, and truthful, with no rnisrepresentation Any misrepresentation identified %-vould Ft.4�leotthe applicant and c,overage to cancellation anclf0t Ariv parson v,;l iio piirld if-I lrik.",rr [Ij o'?I-V F.", 121. attlit"I j:--.:1r2ia1-1 1`11L?s applioz1horl fm taks,r.:- Intormation r.ht,.- cwrr,5ose of misleadina. C,'-,r`1:.1.el'V,,X-,,,] t.j1'I'V idol rnaleri-al lherv4to. r;ijmink, anc.1 shal;. alslabl,, !dUbje(',t W;.-1 Cl%il" 1'!Y(-.-, thoutit-JI ILI or uine. 1,4:11 All encfor-Seimep ts, EXCIL]SiOrls and forryis sh(--m.jlcf be ravievved and 4-lisaissc-xl with your brOkel Sr.,eCM-JL-t1 COIDIC-S Of OLIO 11-1surance. pCillm , enciorseracints,anci,forms are ava jiaue, ijix)n recluest Coverage provided t-y,,,e u.,,will Tecluire your witi-i insix,,ctions ancyar requests fcx inforrmatirin, including bUt linlited War[on-site visitanfl prerniurn iqudit, The prerniumaudAt%1-41 be done at the expiratton of m,, ix)licy Jetermine actua,poiioy exi-.)osure as compared to [he t:,!Gt1lna t(! U0112Cld f0f thIS Ur'td�.,r Any twerage ICIE:1'141!K-ld UL1111-Ig the,audit of expasure, will result in monies,avved. cl Your acceptance or irejedion of the Terrorisrfi in-z---ura3,,,,r(--cl:)Ver�jge nlw3l.be'rilade an the K2 a)r1strui.,U.cjn R---indii gsheet arid will be used to M-1-,Ord YOUT deGiSiUl Page 2 of 5 c. is enforceable and, to the extent the work is completed in New York or the written agreement is interpreted under New York law, complies with the New York General Obligations Law. 3. Prior to commencement of any worl< performed on your behalf by any "direct hired contractor" not listed in,the SCHEDULE above, you, as well as all parties that you are required to indemnify or name as an additional insured, must be added as an additional insured to the "direct hired contractor's" Commercial General Liability policy required in paragraph I.a. above and you must obtain and maintain for our inspection in the event of an "occt.rrrence" a ropy of the endorsement(s) demonstrating: a. your stratus, as well as the status of all parties that you are required to indemnify or name as an additional insured, as an additional insured,for both ongoing operations and operations included within the products-completed operations hazard"; and b. that such insurance is primary and non-contributory to other insurance that may provide coverage for the same "occurrence". 4. You must confirm the following applies to the general liability coverage held any"direct hired contractor" not listed in the SCHEDULE above: a. Coverage includes "bodily injury", "property damage" and "personal and advertising injury" arising out of work being contracted for by you; b. Coverage does not exclude any claim, "suit", loss, cost, or expense arising out of any"bodily injury" to any person hired by that"direct hired contractor"; and C. Coverage aloes not contain any conditions or provisions that preclude coverage" based on requirements for hiring or contracting with a "direct hired contractor". If at the time of an "occurrence", any of the above conditions are not met with respect to any"direct hired contractor" not listed in the SCHEDULE above, this insurance will not apply to any "bodily injury", "property damage"or"personal and advertising injury"arising or..it of or relating to the work of such"direct hired contractor". Solely for purposes of this endorsernent, "direct hired contractor" means any subcontractor or independent contractor: ii. to which you directly remit payment; and/or 6i. with which you have directly entered into a contract. All other terms and conditions remain unchanged. KCN-GL 00030 00 (02%22) Page� of 2 Includes material copyrighted by ISO Properties, Inc.,with its permission APPR PLUMBER CER TIFICA TION #OE-10 AS NOTED ON,LEAD CONTENTEfordRE DATE: B.P.# CERTIFICA TE'OF 66 NC t FEE: t BY: SOLDER USED Iff WATER NOTIFY BUILDING D)E`'ARTMENT AT SUPPLY SYSTEM CANNC7 765-1802 8 AM TO A PM FOR THE EXCEED 2110 OF 1'9/. LEAF FOLLOWING INSPEC'TIONS: 1. FOUNDATION - TV�'!'0 REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION IN"e, MB 4. FINAL - CONSTPL,'(,'!-(ON, MUST 'E'LU BE COMPLETE PLUMBINGW*_AkE"_"'. _&WATER LINES NEED ALL CONSTRUCT!GN SHALL MEET THE TE:tTING BEFORE COVERING REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ELECTRICAL INSPECTION REQUIRED T�" ' IT ol n IQV'�PYMNG BOARD SQILMH,aD- TOWNTRUSTEES N.Y.S.DEG Must provide Manuals D, J and S as per NYS Energy Code �CUPANCY OR JSE IS UNLAWFUL Blower door VITHOUT CERTIFICA and ductwork -)F OCCUPANCY testing required. All exterior lighting installed, replaced or repaired shall conform to Chapter 172 RETAIN STORM WATER RUNOFF of the Town Code PURSUANT To CHAPTER 236 OF THE TOWN CODE. Additional Certification May Be Required. (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 PROPERTYLINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARIN6 THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUECOPY.(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 ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue; Riverhead, New York IIQOI tel. 631. 7,2303 fax. 631.-T27.0144 4YOCI min®youngeng(neering.com Howa W. Young, Lond Surveyor veyor Thomas G. Wol ert, Professional Engineer I Lot 1 1 / Douglas E. Ad ms, Professional Engineer -.i g E Robert G. Tost, Architect cM� _ - - Rc _ _ - _ _ RCF � ) bert Stromski, Architect CMF - ` - -_- Lot 2 ` - - - SITE DATA fYI I - � _ RCF / .S' N z ( o / * SCTM N0, 1000-47-2-8 = 91055 SQ, FT, I F no I - v ' a ' - - * SCTM NO. 1000-47 2 9 = 10,351 SQ. FT. -I w or formerly r "' ti uj L ° ► / * SCTM Douglas Dwyer& Eileen Dwyer o 1 3 aL ► now or formerly ' M NO. 1000-47-2-10 = 2 944' SQ. FT. L I a !FRAME Thomas R, Shearin SCTM NO, 1000-47-2-11° of 3 , m ' Wanda Sue Shearin / - 37,912 SQ. FT. IPF SHEDS I HHE / = 22,339 SQ. FT. i '� / SCTM NO, 1000-47-2-12 ' IRN89-53-40"ElSCTM N0, 1000-47-2-13Ilk = 24,196 SQ. FT. RCF �, sH�EpE / a " zPF `� ° * SCTM NO. 1000-47-2-14 = 70,070 SQ. FT. 586°25'00" CMF " 182.00' MPF / ' II E 123,77' d MPF / * SCTM NO, 1000-47-2-15 = 88,340 S FT, vsi EDGEOfWppD O DQ / Q F a Lot 4 Oo / +- .p i I [(� l Edward now or formerl - - _ _ - - i woo % Jurzen,a&Jeans Burden ix FRAME 7.7' Qj 1 SHED SCTM NO.1000-47-2-15 S / SCTM NO.1000-47-2-14 a Lot 5 I ti j I _ o I V - S80°55'00„E, C- EL 10 II N L h I COVER ti QY 6.0' M I 3 z I sr p416 4-3- 0 SCTM NO.5000-47-2-8 1 r Lot 6 I 22,1' S t?DI I fRq o o\ MARSH I � ti I 6AR sf ST M � `-- --`.- I COVE pNED� Ay o N80`55'00"y� o C0 r 1 f] I 'O o' � 24.6' -.. 7 21 >` O L CP SrONEDPZ h � 1 CONC.° H N O VEWAY w Ur COVER - N I U1 '�•� Lot 7 O\C14I 0 6.1 gb, a g 4 m ° .° °2f L 0' N t a o PLANTER °6.9' n L m COVER CONC. SCTM NO.1000-47-2-9 L I ° 3 N 00 �' -j e CSW a4 O >` O•' No CONC. L. m" CONC. aF^ 24.8' I ' ° p FRAME I °COVER �81' COVER 3 4M h CONC.W a O - SHED 2.8 O CONC. 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IN I CP J 6.0' COVER I 20.1' ✓/•//4Rf . .22 CSW DECK ,15.8' i% 22.6' I CONC, I IPF_ a4 - °° p I I 00 _ __ 16.3' CO0 Z Co e O -36.3' - lic) �.E PI: 125 N I o _� I SURVEYOR'S CERTIF CATION Lot 11 a WMR 30.6' - r lB.O�' BUILDING " I 6.2' I �` N 3.2' 1T 2.1� 12.5' I � i a , s m 20.0 ;o in O I S o I *WE HEREBY CERTIFY TO SILVER SANDS ' OLDINGS 1, LLC THAT m V WOOD' N Cq 0 -� �S DECK a " N I S W �' THIS SURVEY WAS PREPARED IN ACCORDANCE TH THE CODE OF PRACTICE 19.1' „ 19.9' I 9.0 3 :4 � � � w FOR LAND SURVEYS ADOPTED BY THE NEW YOR STATE S5{�EfAQ(`1 OF Ro I �- 'ao I ^? PROFESSIONAL LAND SURVEYORS. ( �� N E W rn � w 12.8'� 14.0 SCTM NO.1000-47-2-11 L 8.2' cvl 32.1' 2 I - ,r • O CLF Q�F O --- (�� 29.7' vv'1Z.m' P ,P �s� �G Lot 12 3-VE F�ME� CV Z 18.4' b I I FRAM �3 11.9' I O �; '= ?O o I Z AGF 36.7' I ° BUILDING I � (v I STOR w 2. -i C5W9!. 12.5' o , I ' 7i 458g' 2� WOOD DECK I O I conic. O I 4" i `n I L A N D � rl 1.8' � I HOWARO W.YOUNG,N. .L.S.N0. 893 L _� SCTM NO.1000-47-2-15 w SCTM NO.1000-47-2-14 COVER I - W - 0 1 ry 20.4' I o I L Q w ° / f 20.3' 4.0 u1 a Lot 13 I P I / 1 ' - 4- � °COVER SCTM NO.1000-47-2-13 I SCTM N0.1000 47-2-12, l N ° T I - - _ _- SURVEY FO6 V1 lf) O CSW 24.1' _ _ p I N `I o, u " 76.T 3.0'12.3' 15.6 15.6' SILVER SANDS HOLDINGS I, LC ° l>) m FRAME a, 3.6 :V 1 72.8' 26.0' o BUILDING FIT I / I WOOD DECK 4 '- 1 304' E 24.0' .5 I 569 08 29 W `°f I 1 . I - 29.15 I ' at Green port, Town o Southold FRAME28,1' 8`8' 10.9' o0 CSW ll..,, F UILDTI3F'A 5 FRAME m \ I 581°21'16"IW ' n B CH i� N \ I I , ! EONS.WALL 51,31' r Lot 14 w 3.d �q BUILDING- \\I 24.93 1 , ° , �� o Suffolk County, N w York 11.0• \ I 1 5.93 5, 584 11 16 W z p I' 4 n 0 0 24.3' \ !' HEAD / 1 LL N CSW \\� wpODsu�K ?8\4' o a�,V\I 10$' CERTIFIED 5 RVEY - \ 2 56 0 �j�2 TTE LINE ALONG APPROXIMATE HIGH 1 - - WATER MARK AS LOCATED ON 10/29/2021 r + `wDF 28.r \\ ! co�c W Au EOP,E.WN I \\ YV 1000 7 2 8 1.6 w \ 1000 7 2 9 Lot 15 DECK a \,N J \\\ ,�511, „W LEGENb 1000 7 2 10 I = I \ °1115 ° O 1000 7 2 it N d 3 27.9' \\\ 60? ' ��� N CIC � a=CAST IRON COVER 1000 7 2 12 1 -1 5'1y N88 13 37 W x 4 LL \ \ °5� 1� 29.30 CE =CELLAR ENTRANCE 1000 7 2 14 o � u 3 \ 7.23 51 S64 38 07 W CH WDF �\ \\ I 3b(���OrO`� 26 48' CLF =CHAIN LINK FENCE County Tax Map District 1000 Section ,R 7 Block 2 Lot 15 OL ��a \ 3�$� O° J CMF =CONCRETE MONUMENT FOUND FIELD SURVEY COMPLETED CMS =CONCRETE MONUMENT SET OCT.28,2021 CP =CONCRETE PAVEMENT MAP PREPARED NOV. 17,2021 CSW =CONCRETE SIDEWALK Record of Revisions DI =DRAINAGE INLET �a WIF OovEP� oA`,LFjb v�i EOP =EDGEi OF PAVEMENT REVISION DATE 0.6'( ��� yb�Z CO IPF =IRON PIPE FOUND (� MPF =METAL POST FOUND e -6*0 ��� ` OL =ON PROPERTY LINE o 11 PRF =POST 7&RAIL FENCE �°° �r� °� g5�' RCF =REBAR CAP FOUND 91 RO =ROOF OVER 2�'�Z1 ° WDF =WOOD FENCE d °Q1 WMR ;WATER METER c 5�9 579051'17"W WSF =WOOr)STAKE FOUND m 25.99' WSS =WOOD STAKE SET 40 0 20 40 80 120 UTILITY POLE = FIRE HYDRANT Scale: V = 4 ' =END OF DIRECTION/DISTANCE JOB NO.2021-0267 __ DWG.2021_0267 cs 1 OF 1 �., /76 GENERAL NOTES: ► 011 SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION .:_✓.'/ CO N1 T RACTO R N 0 T E SGeneral Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF '^1 __ _ " CLLl . i - r''' ' Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 1 . All studs to be SPF 2 or better, and all other structural wood to be Douglas Fir Larch 2 or better. ,'.1 I� I fl8 c c I GENERAL NOTES: # g / # mm 2. FIRE SAFETY: i''LlIIII_ 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. KEHL DESIGN ASSOCIATES I.Ie I ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL 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. g g residential & commercial design . consulting PRACTICES. 2. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO,Boz1675 phone: 1631�433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@optonline.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. Kehl Design Associates,LLC o formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. ;r, 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER, b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5, 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 7• 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 REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONF NED TO THE IMMEDIATE CONSTRUCTION AREA. they have wit any work or been prepared without written consent. t other than or which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED LIJILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb - 825 PSI C. HEAVY DROP CLOTHS. REV. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROI,i THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 1 1 -25-19 8. Laminated Veneer Lumber LVL : 03-05-23 ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. ( ) ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI 9. Fb = 2600PSII 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 61 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. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH a 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SA-ETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC° HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORK'VIAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE FLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE 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 RE=PRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED EY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC, HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY,, FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT, CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, rt5l.dem01 OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WTH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ALTERATION LEVEL_ #2 AS PER THE 2020 N I INN GO_DEfOF--NE-W Y.ORKT OFLL STRUCTURES NEW YORK STATEOSEONFORM CTON R 0 .2.1.2 PROTECTION OF OPENINGS. WITH 1THE RESIDENTIAL 7 PROVIDE SINGLE OR MULTI PLE-STATION SMOKE ALARMS AS WELL CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R301.2.1.2 PROTECTION OF OPENINGS. 1 GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD CLIMATE ZONE EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: ALL ROOMS MEET OR EXCEED THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. , LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL I COMMERCIAL ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET 25 Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 c 4A 4A THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. ; NOTE: ALL ROOMS MEET OR EXCEED THE 2020 RESIDENTIAL CODE OF NEW YORK STA-,E PROPERTY ZONE EXCEPTION: FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. RESORT / RESIDENTIAL TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 INCH (11mm) AND A. SPAN OF NOT MORE THAN 8 FEET (2438mm) NAILING NOTES: (IN POUNDS PER SQUARE FOOT) SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, DESIGN CRITERIA METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE OCCUPANCY OR USE LIVE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT -- PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT R301 DESIGN CRITERIA AS PER THE 202 S, IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS 0 RESIDENTIAL CODES OF NEW YORK ___tiTE USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE b 10 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED VltIS 180 MPH (290kps) OR LESS, R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL UNINHABITABLE ATTICS WITH LIMITED STORAGEb'g 20 TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS USE OCCUPANCY STRUCTUAL PANELS a,b,c,d PRESCRIBED BY THIS CODE, THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE RESORT / RESIDENTIAL R-3 HABITABLE ATTICS AND ATTICS SERVED ,�ITH FIXED STAIRS 30 TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESIS-TNG ELEMENTS TO THE FOUNDATION. BUILDINGS FASTENER SPACING (INCHES) AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED T_` COMPLY WITH THE REQUIREMENTS OF THIS Acceptance of these drawings does not authorize the right to TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 FASTENER TYPE SECTION. PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL build without the authorization of local governing agencies, SUCK < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1.1 ALTERNATE PROVISIONS 4 as Suffolk County Dept. of Health Services, Town Building TYPE GROUP FIRE ESCAPES 40 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWIN:, STANDARDS ARE PERMITTED SUBJECT TO THE x; Departments, DEC, FEMA, etc. Verify all conditions, codes, and No. 8 WOOD SCREW- LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH requirements with such agencies prior to construction. V B GUARDS AND HANDRAILS 200h BASED ANCHOR WITH 2 16 10 8 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. q g INCH EMBEDMENT LENGTH HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS h NO. 10 WOOD SCREW- 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PROJECT: 50 BASED ANCHOR WITH 2 16 12 9 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD HEIGHT FIRE AREA a INCH EMBEDMENT LENGTH FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) PASSENGER VEHICLE GARAGES 50° Y4 INCH DIAMETER LAGSCREW- 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES 'ICC400) HEIGHT, BUILDING. BASED ANCHOR WITH 2 16 16 16 SO` I L%X7F F"'I" [71' ,A,, THE VERTICAL DISTANCE FROM GRADE ROOMS OTHER THAN SLEEPING ROOMS 40 INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF UN_IMITED AREA PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS P.]R 2020 RESIDENTIAL CODES ,� THE HIGHEST ROOF SURFACE 7000 SF. SLEEPING ROOMS 30 ? =13'-8" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 IN, 1 mile per hour = 0.447 m/s OF NEW YORK STATE. E L 2020 RESIDENTIAL CODE OF NEW YORK STAIRS 40c a. This table is based on 180 mph ultimate design wind speeds VIt and a 45-foot mean roof height. STATE. b. Fasteners shall be installed at opposing ends of the wood structural Donel. 2018 International Energy Conservation Code (IECC) 1135 SILVERFAERE ROAD Fasteners shall be located a minimum of 1 inch from the edge of the panel. GREENPORT, NY 11944 1944 FOR SI: c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into SECTION R503 ALTERATIONS TOTAL HEIGHT FROM RIDGE TO GRADE Max 17'-9' 1 POUND PER SQUARE FOOT = 0,0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. R503.1 General BUILDING 33 a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors LUMBER SPECIES AND GRADE APPLIED OVER A 20-SQUARE-INCH AREA. having a minimum ultimate withdrawal capacity of 1,500 pounds. Alterations to any building Or Structure Shall comply With the requirements Of this Code for new (onstruction. Alterations shall be such b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT that the existing building or Structure Is not less Conforming to the provisions Of this Code than :he SCTM # 1000-47-02-15 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE PROJECT TO COMPLY WITH CHAPTER 5 OF THE REQUIREMENTS OF THE existing building or structure was prior to the alteration. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF 9 9 P DRAWING TITLE: ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, 2020 ENERGY CONSERVATION CODE OF NEW YORK Alterations to an existing building, building system or portion thereof shall conform to the provlsl�ns of this Code as they relate t0 ALL EXT. DECK FRAMING MATERIAL CCA INC PINE #2 AND BETTER OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS, new construction without requiring the unaltered portions Of the existing building Or building SySti;.1 t0 comply with this Code. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK GENERAL NOTES c. INDIVIDUAL STAIR TREADS SHALL 13E DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD Projects shall comply with one of the following: Alterations Shall not Create an unsafe Or hazardous Condition Or Overload existing building systern'. Alterations Shall be Such that the OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, 1. Section R401 through R404 existingbuilding Or Structure d02S not use more energy than the existing building Or Structure r,Gr t0 alteration. Alterations t0 WHICHEVER PRODUCES THE GREATEST STRESSES. 2. Section R405 and the provisions of sections R401 through R404 indicated cs "Mandatory" gY g P AREAS OF STRUCTURE d. A SINGLE CONCENTRATED LOAD Ar'PLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. 3. The energy rating index (ERI) approach in Section R406 existing buildings Shall Comply With Section R305.1.1 through R503.2 NEW CRAWL SPACE NA NOTES: e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. (NY)TABLE R402.1.2 a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NEW FINISHED BASEMENT NA WORK TO BE PERFORMED INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT R503.1.1 Building Envelope. r EX. BASEMENT NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE CLIMATE FEtdESTRATION SKYLii GLAZED CEILING WOOD MASS FLOOR BASEMENT° SWd CRAWL Building envelope assemblies that are art of the alteration shall comply with Section R402.1.2 of F402.1.4, Sections R402.2.1 through PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF b g p p p y g FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. FIRST FLOOR 980 SI ZONE UfACTOR U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL , R-VALUE WALL R-VALUE SPACE 1) REMOVAL OF WINDOWS 50 POUNDS ON AN AREA EQUAL 10 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED SHGCb,e WVALUE WVALUEI WVALUE ADEM MALUE RA402.2.13, R402.3.1, R402.3.2, R402.4.3 and R402.4.5. NEW FIRST FLOOR NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. DESIGN PROFFESSIOIJAL ASSUMES NO LIABILITY FOR OMVSIONS DUE TO UfJKNOwN OR EX. SECOND FLOOR NA AS NOTED 4EXCEPT UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN MARINE 0.32 0.55 0.40 49 200R13+5t1 8/13 19 10/13 10,2►t FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. NEW SECOND FLOOR NA 2) FILLING IN OF WINDOWS THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR EXCEPTIONS: The following alterations need not comply With the requirements for new NEW BALCONY NA MORE ADJACENT TRUSSES WITH 'NEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ;SEAL: DATE: For SI: = 1 foot = 304.8 mm LOFT NA A NOTED ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN construction, provided that the energy use of the building is not increased: THE PLANE OF THE TRUSS a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less DECEMBER,14 2021 ATTIC (HOUSE)(a) NA 3) INSTALLATION OF DOORS than the label or design thickness of the insulation, the installed R-volue of the insulation shall not be less than the I NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS R-value specified in the table. PROJECT NO: ATTIC (HOUSE)(b) AS NOTED 1. Storm windows Installed over existingfenestration. BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. �f�,/;, �� NEW GARAGE ADDITION NA / At s . \ 1 1 35-2022 4) REMOVAL OF DOOR C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the 2. Surfaced applied Window film Installed On existing Single pane fenestration �,� ,z J �� �;; N DRAWN BY: ATTIC (GARAGE)(c) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH interior of the basement wall. 0�` C?;,,• `.:: ASI NOTED BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS BDK EX. UTILITY ROOM NA assemblies reducing solar heat gain, provided that the coda does not NOT LESS THAN 30 INCHES "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the ; ,:, EX. SCREENED PORCHES NA 5) INSTALLATION OF NEW require the glazingor fenestration to be replaced. 1 CHECKED BY: interior of the basement wall "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the q P Lid EX. OUTDOOR SHOWER NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous EXISTING DECK NA WINDOWS AS NOTED 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. insulation on the interior or exterior of the home or R-13 cavityinsulation at the interior of the basement wall. 3. EXISIIng ceiling, wall Or floor COVIt12S exposed during COnStrUC110n, provided u - ---=�. ... SNLL1 NUMBER: NEW DECK NA 6) INSTALLATION OF NEW that these cavities are filled with insulation. COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation G w1E EX. COVERED DECK NA SIDING MEMBER DEPTH. R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to 4. Construction Where the existing roof, Wall or floor cavity Is not exposed, ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED extend below the slab 9 Y P EX. COVERED FRONT PORCH NA UNDER FEDERAL COPYRIGHT LAW. �, rX PLANS MAY NOT BE REPRODUCED WITHOUT , COVERED ENTRANCE G1 NA 7) REMOVAL OF INTERIOR THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE 5. Roof recovered. i In � � DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS e. Reserved ` 'd , POOL HOUSE CABANA NA WALLS AS NOTED THAN 10 POUNDS PER SQUARE FOOT. f. Reserved 6. Air barriers shall not be required and roof replacement WRITTEN AUTHORIZATION. i f ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY F APR O �� l ACCESSORY STRUCTURE NA g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. SOB NUMBER: OF h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A where the alterations Or renovations t0 the building d0 not InCUdC KEHL DESIGN ASSOCIATES LLC. `�"' -•- ---� + SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation _�';. (a) WITHOUT STORAGE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE plus R-5 continuous Insulation. alterations, renovations or repairs t0 the remainder Of the building envelope. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 7�_V'A'_0_ sfJuirr... (b) WITH STORAGE IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN © PEMDESIGN•ASSOCIATES, ur x ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD, insulation is on the interior of the mass wall, PROOF OF PURCHASE. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO 8d NAILS THIS � >,/r/ \,� _ _- � -. ''�,,: — I SIDE OF TRUSS. PROVIDE (1) HGAIOKT ON /� l FASTENERS ALLOWABLE LOADS LOAD @ ° SIDE OF CEILING JOIST 1,2 LATERAL WITH TOTAL FOUR o MODEL GA UPLIFT UPLIFT (133/160) Bdx1}" CODE AND ON SIDE OF RAFTER N0. TO AVG REF. Sd NAILS NTO TRUSS. 'i '" ��jj —H TO TO NAILS - —RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 (133& TRUSS ——= STU NOTE: REFER TO SIMPSON WOOD CONSTRUCTION -= TAKE—UPSIMPSON 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 PROPER INSTALLATION PROCEDURES i — residential & commercial design . consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ° FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o DIMENSIONS (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAILS o ART "x12 t °� ° PO.BoX 1675 phone: (631)433 9084 CODE • °° MODEL GA AVG z REF. INTO I Southold,New York 11971 E-Mail: ssbn654@optonline,net NO. MAX. LEAFI ULT. LFTA LFTA PLATES °mo ° ° ° WIDTHSPAN L QTY DIA 14" 2' 2}" 3' 31" 1}" 2' 21" 3" 31" EIGHT 8d NAILS INTO SP4 LFTA 16 21" 17" 38J"16-10d — 4200 12051-11400 5, 44, 85 STUD Kehl Design Asso �s.LLC o ro m�j A/K 17 Associat s/�C / l�',T!?%/!% '`i'C%/J%��/r��.;m,.�/ ny��/�7 -'"r{ir r o7^ --•r; OWNERSHIP & USE OF DOCUMENTS: DALLO FIR LARCH / SO. PINE °o These drawings and specifications including the FA'STENER52 ALLOWABLE UPLIFT LOADS' MODEL L AVG 10d 10d x 12 CODE R o tod 1Od x 1 " (133 / 160) (133) (160) ideas, design and arrangements represented N0. ULT. REF. LFTA LSTA21 therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be o Simpson Strong—Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ° HGA10 with any work or project other than for which MTS20 ° o° 20 14—tOd 14-10d x 1�" 31ts l000 a4o loo0 3, 41, 1za DETAIL "I�" they have been prepared without written consent. ART�'x12 ° ° REV. LST20 20 12-10d 12-10d x 12' 2383 775 720 720 3, 41 CNW— o 5" COUPLER NUT DETAIL, "Ell ° STU 8 — 1 1—25-19 DOUG—FIR—LARCH/ Equal number of ° �SIMPSON 03-05-23 TYPE OF DIRECTION SO, PINE CODEALLOWABLE LOAFS REF. Specified nails In ° TAKE—UP WASHER MODEL CONNEC— OF LOAD FLOOR ROOF (133/ each end NO. TION (100) (125) 160 I Simpson Strong—Tie G 515 645 670 CS16 ARTg"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ'x12 DEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. N0. BASE BODY s ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE 7 HB SB W H B SO CL DIAS•e DESIGN LOAD DESIGN °q GA GA QTY DIA r r„ WHEN RAISED OFF o 1q' 2" 2}" 3" 3�" 5z LOAD THE SILL PLAT72, 43, 821 0 0 HD2A 16 12 ZIA" 2}" 2J" 8" 24" g3" 1�" �' 2 9' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 ° 00 MODEL DIMENSIONS FASTENERS G ALLOWABLE UPLIFT LOADS AV 7 OF SP CODE No. W L STUD PLATE ULT. / (133)2 (160) REF. SP4 3A" 7j" —10d x 1j" 2917 735 885 7, 40, 127 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 0 s MODEL CA FLOOR REF. NO. W L NAILS 100 (133) (160) °O WORK NOTES: ES: LSTA21 20 1 21 16-10d 905 1205 1295 7, 40, 90 °0 r DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE V MODDEL CA W L NAILS 1 FLOOR (133) (160) REF. Simpson Strong—Tie STU 8 — MSTA24 18 1 " 1 24 18-10d 1025 1370 1640 7, 40, 90 LUS46 SIMPSON x TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL L FASTENERS SPACING REF. HD2A TAKE—UP WASHER No. END CA CUT LENGTH (TOTAL) 2 (LENGTH L (100) (133 / 160) oc. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson 6 pson Strong-Tie 28-8d 1235 1650 2 ARE TO BE TOP MOUNTED UNLESS OTHERWISE Cs16 150' 14" 16 CLEAR SPAN +31" > 7, 40, 90 NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS ON —FIR LARCH/SO. PINE WABL-_ LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION W 115 ROOF 125 CODE 'IF" N0. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNO BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL 10d I 16d ULT. 1(133)1(160)1 10d I 16d 10d 116d 10d 116d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 34" 4J" 2 4-16d 4—i6d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" CN W— HUS210-2 14 3A 9{ 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 COUPLER NUTDOUG # —FIR AR H PIN ALLOWABLE LOADS ART 'x12 STU 8" FASTENERS UPLIFT LATERAL CODE SIMPSON MODEL AVG UPLIFT (133/160) REF. N0. GA ULT. TAKE—UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (160) F Fz 160 HGAtOKT 14 4_SDS "xi}" 4—SDS "x3" 1523 435 435 1165 940 1 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building t Departments, DEC, FEMA, etc. Verify all conditions, codes, and USE A MINIMUM of SP4 requirements with such agencies prior to construction. TWO 8d NAILS THIS NW— SIDE OF TRUSS. COUP COUPLER NUT TOTAL FOUR m •I SE A MINIMUM OF SP4 :PROJEC NAILS TWO 8d NAILS THIS , MTS16 STU '- INTO TRUSS. SIDE OF TRUSS. A LSTA21 SIMPSON 8" ANCHOR BOLTS MTS16 SIMPSON TOTAL FOUR �. TAKE—UP WASHER LJ 8d NAILS HD2A 2 INTO TRUSS. LSTA21 Strong—Tie HUS210-2 SlUk ArEm 5 w 0 F` ® T E L a W F1 SO AILS °° ° ; 1135 SILVERMERE ROAD PLATES W. GREENPORT NY 11944 EIGHT TWO °I ° Sd NAILS 81d O NAILS INTO it it STUD Simpson St-ong—Tie PLATES °m° DETAIL A H7 8d NAILS ® DETAIL "D" DETAIL "G" DETAIL flit BUILDING 33 INTO STUD Simpson Strong—Tie ° H7 Simpson Strong—Tie „ „ LFTA ROD SYSTEM DETAIL L SCTM # 1000-47-02-15 LFTA LFTA Ridge Strapping °.DRAWING TITLE: NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS ' ° LSTA30 BP ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. SIMPSON WINDLOAD 1 st FLOOR 3" THROUGH ROOF 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. ROOF 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. STRONG—TIE DETAILS 3' 2" 3' a�TNO ROOF AREA = 1112 sq/ft AND I' V - A x R x c PLUMBING RISER DIAGRAM LTP4 - EXISTING _ A = 1112 sq/ft LTP4 'GT` E"2 2" R = 2" RAINFALL = .17 ft • 3 LTP4 DETAIL "C,t A F.A. VENT C = COEFF. = 1.0 °w -ABOVE GRADE NOl ES: Ride Stra m st FLOOR 2 ' V = 1112 x 1 x .166667 = 185 C.F. ' TFIESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Simpson Strong—Tie 2., 3•1 2., st FLooR DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE Floor—to—Floor Connections Detail -3 3 3" 4" PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 3 185 / 42.25 VERTICAL FT. / FT = 4.4 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL °Bra DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 USE (2) 8 DIA, POOL 5-0 DEEP = 5,0 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT TO SCDHS APPROVED OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, Simpson Strong—Tie IV SEWERM Floor—to—Floor Connections 185 / 68.4 VERTICAL FT. / FT = 2.7 V.F. SEAL: DATE: USE (1) 10' DIA, POOL 3'-O" DEEP = 3,0 V.F. DECEMBER,14 2021 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE PROJECT NO: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 1135-2022 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL FLOOR SLAB POOLS TO BE PLACED ON OPPOSITE SIDE OF �C:) Ft J. DRAWN BY: NO SUBSTITUTIONS LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS HOUSE AND OR LEADERS TO BE PIPED TO �� CO, C'.,, BDK PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS PLUMBING RISER DIAGRAM (NTS) / All framing hardware shown on these plans, >`- � ' OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE POOLS (1/2 OF THE ROOF TO DRAIN TO EACH CHECKED BY:>C ' , unless otherwise indicated, is Simpson Strong—Tie. TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS OF 20 FEET FROM SEPTIC MAINTAIN MIN.No substitutions are approved or authorized, AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS POOL, '- - , Sk+EEI NUMBER: Due to the relationships of framing hardware to SECTION. ,, �\N, the other components of the structure, any framing SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). R301.1.1 ALTERNATE PROVISIONS �y� hardware substitutions will render these plans AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA ivA ��� G 2 null and void, and will result in the installer/contractor LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WHERE TRAFFIC IS TO BE PRESENT. assuming responsibility for the design and THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. performance of the entire system. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) IF A MULTIPLE POOL SYSTEM IS USED AROUND THE DOB NUMBER: OF 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) BE DIVERTED TO EACH POOL. ;© I ,DFS>GN•ASSOCIATES, uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) LJ rN KEHL DESIGN ASSOCIATES T residential & commercial design • consulting P0.Box 1675 phone: (631 1 433-9084 Southold,New York 11971 E-Mail: ss'an654Qoptonline,net Kehl Design Associates,LLC a formerly D A K Associates,LLC A B ;,1 !/ir/ 102 102 OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH ideas, design and arrangements represented THE 2020 RESIDENTIAL CODE OF NEW YORK STATE therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 30'-12" 30 -12 copied, disclosed to others or used in connection with any work or project other than for which 3'-01" ALL HEADERS ARE TO BE 4 4 4 3' 24'-1�" 3'-0�" they have been prepared without written consent. (2)1Y,"X 71" LVL UNLESS OTHERWISE NOTED 5'-6 " -118 5'-11g" -74' REV. 11-25-19 NOTE: PROVIDE FIRE BREAKS C145R P6045 C145L C145R P4045 C145L 03-05-23 AS PER - - - - - - - - - - - - - - - 22"x 48" 69i"x 48" 22"x 48' 22% 48" 451"x 48" 22"x 48" Casement Casement Casement: Casement Casement_ — — — — — — — — — — — THE 2020 SM Picture SM SM Pi Casement Picture SM- - :- - - - - - - - - - - - - - - - RESIDENTIAL CODE OF NEW YORK STATE J: 1 d1 Cof Co C r N NQl - o o rN 23'-44„ � N o � C) 1 I , , EXISTING EXISTING 4" 4" 1 Mo o� E ' =� LIVING =� LIVING =a c)cc E o O 8" nv v" Ca co co v" 1 Existing 2" PC. Slab Existing 2" PC. Slab 4„ 4,> o ,n U a I ROOM I ROOM I o U a co c 3" :5i _jC CR145R O I I v x E� 13'-84„ -42" u t x E 141"x 48" I i 1 1 I I �Ar N ofA-0 Casement � F - - - � L_ - - - - — — — — — - - - - - - - - - - - L — - - LL �cc - -- - - - - - -- - - - - -- — — — — — — — — — — — — — — — — � 1 E % ,� - N _ 0) — 1 1 3 °pj�o 4 I �cfl N 12 -04„ I a 'WORK NOTES: 1 1 1 a "CD � EXISTING �"_ 1 I 2' g^ I Existing 4" PC. Slab Existing 4"PC. Slah Existing 4° PC. Slab 1 I = LIVING 42„ c,4 m 1 N00 w EXISTING N—I I 1 ROOM , o f 1 i I o BEDROOM N 1 1 c CoI — 8„ —g8„ o -98„ —g8„ _S -98., �,-9" o o o_c rn 1 Existing Existing g 1 ^ Existing g Existing ` °°� M 1 CN 16'-114" 3Yz" Steel 2'—r 3Ye Steel o 2' 3Columne 2 3Y2" Steel v 3 mo 2 Column GDlumn � ' Column �x� I Existing I ExistingxislingFEQxisting I— Existing 2868 T0. 266 T0. 2468 2068 ^ � o `N n� � 4 r CL_ 0 0 7 I �3 2x8 Girder -Lu _ 3 2x8 Girde J���L3)2x8 Girder do- i(3� Girder _I_�_�3)2x8 Girder _ I 1 0� O -5 1 To Remain 11 To Remoin• I To Remoin To Remain To Remain I CL —7 CL 3 —94 0.CD I I N cn � N J C,4 NJ I I N 41" M N o6$ N Ln � 2 � � N X Existing Ezisiinax 3'_14^ 11 1" 41 in �N N Existing 2'-0"x2'-0"x1'-0" 2'-D"x2'-0 xl'-0" I 1 I Existing 2'-0"x2'-0"Y1'-O" 1 a 42„ `,� 2os$ 2468 Concrete Fooling Concrete Footing I 1 1 2'-0"x2'-0'xl'-0" x Concrete Footing x 1 N � 1 Concrete Footing W W O N x 1 I NNO 0 �GL. 3,-54,. 8,-64,. 4„ EXISTING I � x I Co I 1 Existing 4" PC. Slob I� Existing 4" PC. Slab Existing 4' PC. Slab 1 I 42 KITCHEN �N 2'-8 " EXISTING C° Acceptance of these drawings does not authorize the right to I 1 N 4"1 8 4" 266$ 4 B E DD R 00 M I build without the authorization of local governing agencies, such 1 I o o _ = as Suffolk County Dept. of Health Services, Town Building 1 1 I EXISTING 42 N:x Departments, DEC, FEMA, etc. Verify all conditions, codes, and iI i I (0�= DINING � o E STING "' requirements with such agencies prior to construction. I 1 I I "Mo AREA N ; BATH 1 I N 4 3'-14" 2668 PROJECT: I � �- 1 1 1 7'-74„ - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — - �N -6' 3068 I 2 SIUVER L - - - - - - - - - - - - - - - 7 — - - - - - 64 = = (- � -I 31"x 53" `� 2 32 4 24"x 35" �� 31"x 534" 1 1 I DBL Hung DBL Hung DBL Hung 1 1 i I I MOTEL � I i -r_ -r. -1 1- 7- I I I L_ _ - - - _ _ _ _ -23 5'-94" '-71 10 -1 18" 4 -6g° 1135 SILVERf ERE ROAD A B 30 -12 GREENPORT, NY 11944 102 101 �� r BUILDING 33 13 -92 16'-4" SCTM # 1000-47-02-15 2' 30'-1 2" DRAWING TITLE: i EXISTING FIRST FLOOR PLANS EXISTING FOUNDATION' PLAN UNIT 33 EXISTING FLOUR PLAN UNIT 33 AS NOTED SCALE: 1/4"= V-0" SCALE: 1/4"=1'1 NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR HELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, SEAL: DAT E: C3C lid,Via; DECEMBER,14 2021 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE PROVIDE HURRICANE1135-2022 STRAPPING IN ACCORDANCE WITH �('.� PROJECT N0: THE 2020 RESIDENTIAL CODE OF NEW YORK STATE � `�`a J C n Y',^ R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL O LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF BDK LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS ak fi' * AWN BY: PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS > ''�4' "I OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE ALL HEADERS ARE TO BE rECKED BY: TRANSFER OF LOADS FROM 'THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION, BUILDINGS (2)13/"X 74" LVL UNLESS �r 0 AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS v' m4 y�U %• SHEET NUMBER: SECTION. OTHERWISE NOTED �SS �v R301.1.1 ALTERNATE PROVISIONS NOTE: PROVIDE FIRE BREAKS Al 01 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE AS PER LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THE 2020 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. RESIDENTIAL CODE OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) NEW YORK STATE DOB NUMEiLK: OF 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD K FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) °© KBI�rDESIGN•ASSOCIATES,uc / -Y Y, '. W 7�i A71 T im i EXISTING EXTERIOR CONSTRUCTION TO REMAIN] V PAM DESIGN ASSOCIATES, residential & commercial design . consulting Ridge vent 2x8 Ridge 2x6 Rafters - 16"oc, PO.Box 1675 phone: (631)433-9084 COX Roof Sheathing Southold,New York 11971 E-Mail: ssbn654@optonline,ret OAF Architectural Roof Shingles 20 Ridge ,—Post 32"oc. Kehl Design Associates,LLCformerly D A K Associates,LLC A B 77 7�111, 102 2x4 Roof Bracing 32"ce. OWNERSHIP & USE OF DUCU M LN I S: 12 7 A 2x4 Strongloock These drawings and specifications including the dens, design and arrangements represented nsulotion Baffles m therein, are the property of KEHL DESIGN 10, 1 20 Hanger 32"o�, 2x4 Hanger 32"oc. ASSOCIATES, LLC. No part thereof shall be 12 2x Dnqb -2x5 2 4 ongback copied, disclosed to others or used in connection x Siro Jt2x,5 20 Sir— with any work or project other than for which Existing 2xbl lCeiling Joists 16"oc. Existing 2xEi Ceiling l Joists 16"oc. they have been prepared without written consent. R-49 Insulation 0 R g at, 4 0 R-49 Insulation 4 4 Ice and Waler Shield 0 Vented Soffit 5,, 5,, 6" �1 1-51,1 1 7i'� Provide Simpson Hurricane Tydown —5'—6 6b 6 6a — 4 (2)2x4 Top Plate REV. Exterior Sheathing I A Azek Fascia(D 11-25-19 < Blue Skin House Wrap or Equal 0 03-05-23 Replace Replace Replace Replace Replace Replace Replace �__—R-15 Insulation 0 DINING KITCHEN Existing Existing Existing Existing Existing Existing Existing —Cedar Siding 0 CN14R P5040 N14L � CN14R P5040 N14L 2x4 Stud's 16"oc. ROOM I I 1 3068 ====� 4:7,J r. (2)1j"x7j" ILVL Header (2)1j"x7j" ILVIL Header Type "X" fife-rated Sheetrock 0 o C 23'-41 r�100 Existing Insulation 4 (D 0 0 X U a, o w 20 Sill Q, Subfloor Sheathing----\ 4 Subfloor Shcothirl To 5! 5! 0 C 0 C n'T Existing 2X8 16"oc, Floor Joists to Remain 0 _J _J 0- (D 00 2x8 Box Beam I t / R-30 Insulation -30 insulation o x n I I R Of Ld r, O�LJ C) _"��Sproy Foam Box Beam Existing x x LIVING ROOM (3)2x8 Girder 1X0 1 To Remain 0 a, CA N CD u.c Yf Fill-in o X Existing rl�Li or ui Existing EXISTING Ste 1 EXISTING IN Ir—Window 8" CMU. Foundation Column New (2)1j"x 18" LVL Flush 8 US BASEMENT To Remain BASEMENT Ir— — — — — — — — — — — 00 (D I v a,It �o —3 3 0) MIS o 4 I Co C-0 01 T w Ld Existing 4" PC. Slob WORK NOTES: Ex. 16"x8" Conc. F1g, Nxm Min. 3' .w 3, x 00 LLJ Final Grade. Existingo MEDIA i DINING I I 03 Concrete Footing ROOM I I AREA To Remain I I i I 1 41" 7"It J CROSS SECTIONo ° i I A SCALE: 1/4"= 1'-0" Of K4 -N 0 C14 51811TC_ 0 0 0 1 00 11 -1 C LzD Zo 41 4 a 7, 41 2068 [EXISTING EXTERIOR CONSTRUCTION TO REMAIN T, a C -,-2'-10"4 7 - I ' 3'-51"_ —8'-6,3 41 4 4 2 KITCHEN I I Ridge vent 2x8 Ridge a 0 L �6�81- 4 00 co 00 2 Acceptance of these drawings does not authorize the right to -N :4 1 BEDROOM — 7F 12 build without the authorization of local governing agencies, such -84" 1 - -- 0 2x4 Ridge as Suffolk County Dept. of Health Services, Town Building 0 00 0 L__J -41" (a No —Post 32"ce. Departments, DEC, FEMIA, etc. Verify all conditions, 'Clodes, and `1- 2 0 BATH 2x6 Rafters - 16"oc. 12 2x4 Roof Bracing 32"ce, requirements with such agencies prior to construction. Z 3" CDX Roof Sheathing ED 41 1 0 4 3 Q 2 F_ -20 Q_ OAF Architectural Roof Shingles ,�i� w C F] x6 2A Slrongback PROJ EC I C,I rn 45 6 x4 Hanger 32" 2x4 Hanger 32"oc.—, r -I Fill-in Existing Insulation Baffles (D �,_-26 2x4 Sir ngb 'fl-2x6 2A Strongback - Relocate New Fill-in Existing Replace Existing Existing 2x6 Ceiling Joists 16"oc. Existing 2x6l ICeiling Joists16'oc.. 000 SILVER" S A N 244DH2846 Door Window 244DH2846 0 0 R-49 Insulation(2) R-49 Insulation(D C) R-49 Insulation V 9,4 �Innnq�,,It Vented Soffit Ice and Water Shield 0 (2)2x4 Top Plate Provide Simpson Hurricane Tydown MOTEL 3' Exterior Sheathing 1 x6 Azek Fascia 0 4 71 -7'-41 —4 71 110,-i 1 62 2 2 8 8 —Blue Skin House Wrap or Equal(D 0 MEDIA 1135 SILVERIVIERE ROAD *—R-15 Insulation 0 30,- 2 2x4 Stud's 16"oc. LIVING ROOM 11 11 AREA BEDROOM GREENPORT, NY 11944 A B Cedar Siding 0 101 J" Type 'T Fire-rated Sheetrock 0 BUILDING 33 20 Sill 3" Subfloor Sheathing Blocking 4 3" Subfloor Sheathing Subfloor Sheathingxxx U 4 SCTM # 1000-47-02-15 Ex. 2x8 Floor Joists 16".c. Ex. 2x8 Floor Joists 16"oc. 2x8 Box Beam R-30 Insulation R-30 insulation R-30 Insulation AWING IIILE: Existing 2" PC. Slab-\ Spray Foam Box Beam Existing (3)2x8 Girder To Remain EXISTING 8" CMIJ. Foundation Existing FIRST FLOOR PLANS EXISTING 3Y2" Steel EXISTING NEW FLOOR PLAIN' UNIT 33 Column AS NOTED Ex. 16"xB" Conc. Ftg. BASEMENT To Remain BASEMENT Min. S-0" Below SCALE: 1/4"= 1"1 Final Grade. -NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Existing 4 PC. Sob DESIGN PROFESSIONAL ROSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE WALL TO REMAIN PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR WALL TO BE FILLED—IN Existing UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 2'-0"x2'-0"xl'-O" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. WALL TO BE REMOVE Concrete FootingTo Remain SEAL: DATE: DECEMBER,14 2021 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE PROVIDE HUPRICANE STRAPPING IN ACCORDANCE WITH CROSS SECTION B PROJECT NO: R301.1 APPLICATION BUILDINGS AND STRUCTURES, THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 1: 2022 135- AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL DRAWN BY LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS SCALE: 1/4" l'-O" _J_ BDK PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS 1 2 OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE C PKED BY: TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS ALL HEADERS ARE TO BE AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS (2)1 Y,"X 74 LVL UNLESS -1 NUMBE R: OTHERWISE NOTED PILL SECTION. 05 8 R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE NOTE: PROVIDE FIRE BREAKS AS PER A l 02 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THE 2020 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. RESIDENTIAL CODE OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (VVFCM) NEW YORK STATE DOB NUMBER: OF 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) C KEMDESIGN-ASSOMT5,uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) OJ P14 ''llrill . KER DESIGN ASSOCIATES �c residential & commercial design . consulting 12 12 7 _T 7 P0,Box 1675 phone: (631 433 9084 Soulhold,New York 11971 E-Mail: ssbn654Qoptonline.nef Kehl Design Associates,LLC®formerly D A K Associates,LLC 12 12 ?� a, 3F_ 3 OWNERSHIP & USE OF DOCUMENIS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 1�ll�1�J L copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. iL I i I II III III I III IIII I II I 1LI — RE di 1-25-19 L ! 03-05-23 _L 1LLLLLL Li 1 Ll LLLLL 1 I ! I I I I I i EAST ELEVATION- WEST ELEVATION- SCALE: 1/4"= 1'-0" SCALE: 1/4"=1'-0" WORK NOTES: 4 a r i Accepfance of these drawings does not authorize the right to n build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and UI requirements with such agencies prior to construction. Jill I II ILJ LIU�L11 ILJ L1J IL1J fLLILIfJ I ' PROJECT: i I J1L IIII I I I I I�l I_l Ili I LI I u�I I I SILVE , TIC E.0 II I lul I IIII II IUI II lul I II IJ I MOTEL II II III IuI I�� ILIILt L IU IUIl LLJIL iLLx 1J�1 I Y_11�Ell IUIII1] IIII ILII IILLI IuILL 1 1135 SILVERMERE ROAD U L I 1 1 LLI III L L LI III ALI I ` LiLLIII 11 IIII II II II II LI_I GREENPORT, NY 11944� 111L1 ILII ILL IUI IL _ LL Mill J_l_1iLLLULLUJ�1 J11J II l LJ lJ LJ Ll LJ11' LJ ILL II II II L II III II L I LU ILL BUILDING 33 _LL41 II II IUI11 IL�11 Ld ILIA IL!_ II t SCTM # 1000-47-02-15 L JLU I IUI ILIA Ll I ll� DRAWING TITLE: II I I I I II �I II � I II �I IIJ_L1Ll I III �L_1J_ LLL I IIII IUI U 1 11 11 11 1 11 �Ll LLI LLI IJ1ll_ll l l l IIII I I_11 1L I I I II LIIULU1JLLl LT t � L�II ILJLl1 luI LULU IUI IUI_i IUI II I'_II II IUIII IUI 1 II II II L II a u I II L 11 I LLU L�LLl EXISTING I I I l l l I I �I I U I T U U ULI L LUI FIRST FLOOR PLANS AS NOTED `N VT EJ: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO INFRINGEMENTS WILL BE SOUT ELEVATION PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL NORTH ELEVATION FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE � DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT SCALE: 1/4"=1'-0" SCALE: 1/4"= 1'-0" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: DECEMBER,14 2021 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE PROVIDE HURRICANE STRAPPING IN ACCORDANCE NTH PROJECT NO: THE 2020 RESIDENTIAL CODE OF NEW YORK STATE _ 1135-2022 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL `Y �' '�1*` DRAWN BY: LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION CIF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS j, C�\ BDK OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE ALL HEADERS ARE TO BE * w' `.i CHECKED BY: TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS (2)1;"X 74'-' LVL UNLESS " y AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS OTHERWISE NOTED ° SHLEI NUMBER: SECTION. R301.1.1 ALTERNATE PROVISIONS NOTE: PROVIDE FIRE BREAKS �^ A AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE AS PER , 051E84. tt �\ 0 LIMITATIONS OF THE THIS CODE: AND THE LIMITATIDNS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THC 2020 THESE STANDARDS, THE DESIGN SHALL COMPLY VITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. RESIDENTIAL CODE OF NEW YORK STATE DOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD--ORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) f© �IIIrDESIGN•ASSOCIATES ¢c 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400)