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HomeMy WebLinkAbout48224-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 48224 Date: 8/29/2022 Permission is hereby granted to: Founders Lnd Boat Yard LLC 413 5th St PO BOX 2124 Green ort, NY 11944 To: reconstruct fire-damaged storage buildings (to match previously existing) as applied for per DEC Non-Jurisdiction letter and Trustees approval with flood permit. At premises located at: 1000 Ter Ln., Southold SCTM # 473889 Sec/Block/Lot# 64.-3-11 Pursuant to application dated 9/3/2021 and approved by the Building Inspector. To expire on ,2/28/2024. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,166.40 Flood Permit $100.00 CO-COMMERCIAL $50.00 Total: $1,316.40 "ding Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT r' Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 tt : �a �� sot tl c��alto rdlnDov Date Received APPLICATION FOR BU11ILDING PERMIT D EE'22),0 V'EE53 For Office Use Only ' PERMIT NO. Building Inspector: — U E 2021 Applications and forms must be filled out in their entirety. Incomplete B TT-DI',�, DEPT. applications will not be accepted. Where the Applicant is not the owner,an "f IDW14 OF f:' TJ 17,-'()LD Owner's Authorization form(Page 2)shall be completed. Date: September 3, 2021 OWNER(S)OF PROPERTY: w Name:Founders Landing Boatyard, LLC SCTM# 1000-64-3-10 11 Project Address:2700 Hobart Road & 1000 Terry Road, Southold, N 11971 Phone#:(631) 477-2700 Email:jane@costellomarine.com Mailing Address:PO Box 2124, Greenport, NY 11944 CONTACT PERSON: Name:Jane P. Costello Mailing Address:PO Box 2124, Greenport, NY 11944 Phone#:(631) 477-1199 Email:jane@costellomarine.com DESIGN PROFESSIONAL INFORMATION: Name:N.J. Mazzaferro, P. E. Mailing Address:PO Box 57, Greenport, NY 11944 Phone#:(516) 457-5596 Email:nickmazzaferro@verizon.net CONTRACTOR INFORMATION: Name:Costello Marine Contracting Corp. Mailing Address:PO Box 2124, Greenport, NY 11944 Phone#:(631) 477-1199 Email:jane@costellomarine.cam DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration []Repair ❑Demolition Estimated Cost of Project: ROther Reconstruction of buildings destroyed by fire on 6110121 $250,000.00 Will the lot be re-graded? RYes ONO Will excess fill be removed from premises? ❑Yes WNo 1 I PROPERTY INFORMATION Existing use of property: Boatyard/Marina Intended use of property: Same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Marine 11 this property? ❑Yes ®No IF YES, PROVIDE A COPY. li Check Box Aft elliReading. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Jane P. Costello @Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk Jane P. Costello ,being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Member of Founders Landing Boat Yard, LLC (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this /' 3�d day of J e Teo / e r- 20 al �.. —� Notary Publi cI,YNN E STEVENS Notary Public-State of New York NO.01ST6269424 PROPERTY PE 14ER AUTHORIMFION Qualified in S'uffont �Cou�a/ Where the IIC � Commission Expires ( applicant Is not the owner) 1, residing at o hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 N. J. MAZZAFERRO. P PO Box 57 Greenport,N.Y. 11944 Phone - 516-457-5596 ad.IN fi tOt s s� 14 3r"�L,3 Con ufiing gineer Desivi, Construction, Inset ti January 25,2022 Page 1 of 1 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: Building Reconstruction—Founders Landing, 1000 Terry Lane, Southold,NY 11971 Owner—Founders Landing Boatyard Inc. PO Box 2124, Greenport,N.Y. 11944 District-1000, Section-64 Block-3, Lot-10 & 11 This is in reference to the Application for Building Permit to reconstruct the storagelwarehouse building on the noted property. This building was completely destroyed by fire on June 10, 2021. As part of the design process for the replacement building, a search of Town records was performed. Information was also requested from the previous owners. No specific documents regarding the size of the building were produced. The design of the replacement structure is based upon the estimated size of the original building(length, width and height). The design dimensionally duplicates the original building based upon available information. The design also includes elements to address the current FEMA requirements and NYS/Town of Southold Building Codes. The materials used in the design are contemporary but have been used in a manner that matches (and improves)the original look of the building. Of Nicholas J.Mazzaferro,P.E. ,q o C � ` Town Hall Annex Glenn Goldsmith, President �<< ; 54375 Route 25 A. Nicholas Kru ski,Vice President r p P.O. Box 1179 Eric Sepenoski �n 1 � � Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples P I'd Fax(631) 765-6641 C(DFY BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 15, 2022 Jane Costello Costello Marine Contracting Corp. P.O. Box 2124 Greenport, NY 11944 RE: FOUNDERS LANDING BOAT YARD, LLC 1000 TERRY ROAD, SOUTHOLD SCTM# 1000-64-3-11 Dear Ms. Costello: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, May 18, 2022 regarding the above matter: WHEREAS, Costello Marine Contracting Corp. on behalf of FOUNDERS LANDING BOAT YARD, LLC applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated February 10, 2022, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on April 13, 2022 and May 18, 2022, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 0 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of FOUNDERS LANDING BOAT YARD, LLC to reconstruct previously existing 24.5'x59' building #5 and 24.5'x34.5' building #6 that were destroyed by a fire on 6/10/2021; with the condition that there be no temperature controls including air-conditioning and heat, no septic connection and no water; and as depicted on the revised site plan prepared by Costello Marine Contracting Corp., last dated June 10, 2022, and stamped approved on June 15, 2022. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Ve ly your Glenn Goldsmith President, Board of Trustees GG/dd �N � w� �'"°' u✓ "� � �lY � �� �, wl '"Wa'�i�" "» �,y� �!„ "' ,� � �.. '°ru�n^x"m'Iw� ��„�yy,rr '',���,, J y v'✓u r N d'IWdf;�"� �� r rl � ( , w .K � , ,o r �¢I v.. zv»mrn�rm�m➢,�a/r, ,rrr�i���i,.rnmr, �,�. �;, J �, ��u1 I rv�ru rry r1�nrro rl�,rru,��am�rrrua^Yuri l�mh�rrrrrrl�roryrrrvnri�,,U�ri1,rA ,�v�r,�Urw �_�_�.. b ,., :. ,o ”%�lY"J.YJ%Vl➢frU>,,;��7imul"N;YLrlyaryihmy�,llYis'Y�U rnlUl',IYaYw:ll51 ilddr'I 1/'I InU'fir�'UlilUbl�lrJil �l'Il Vklh»wl/P,7JUdrrJ�V1UYl glll 11. rJ>YYIU MNrWI it it N. � d... >! BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK ra / j PERMIT NO. 10144 DATE: MAY 18,2022 l i `,Ifi A ISSUED TO: FOUNDERS LANDING BOAT YARD LLC PROPERTY ADDRESS: 1000 TERRY ROAD SOUTHOLD i SCTM#: 1000-64-3-11 q AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in , accordance with the Resolution of the Board of T'rus'tees adopted at the mx�eetin held on Ma 8,2022, and in .rl consideration of application fee in the sura ofS250.00 paid by bounders Landin BoatYard LLC and subject to the Teres and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and � permits the following: r 1 I Wetland Permit to reconstruct previously existing 24.51x59' building#5 and 24.5'x34.5' �.� building#6 that were destroyed by a fire on 6/10/2021;with the condition that there be no temperature controls including air-conditioning and heat,no septic connection and no water; and as depicted on the revised site plan prepared by Costello Marine Contracting Corp.,last r dated June 10,2022,and stamped approved on June 15,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these twi presents to be subscribed by a majority of the said Board as of the year and day first above written. 4 I , r I � / J . ...,�����.,,,,... � .,,; � / / rlr/arYirrNi,rr�ri„u,AA Nr^r�<,�zt�Aan�ru i �"� ei ,,rrr ro-a�r�ari/i�ri�!'raiururri`eamlri_ / r,/;r h,e Jnr r eu�ur�rea nAr Hkrl,�,x/iirrar 1 A , ,_ ,� r •.,: �,trrr/1/r llrYi,,!/rrAl,�/�,r1Ju r✓r PIIJI>l/rruli,U,Ylr�clUJrU�alYlrrakrUa//Gcti2v�fflr rd9ds,yra,r.,rW,x ief ISA//rmo.!..Al.k1. .... . r'rc .r ":-� ",..... ".- of V%z,.. � „, .., 1 , �.,� "�"" d ��,.,..A k ..�;,!� a ria. a �,..i ";;� ,Fa ��'rv. ,ugh, rr Y� Imr ,. .1 J', �1% �, f �, U",;" „i ,^ l/�' of z'�•. "'� ,( r�;,,�,y' � �.,a, ,�k %p; �,� ;W';:r ,^�, �r I. r�"�Yl. � �a, ":a 1. n•-%°r r Ip i5�, r,�rv, ,r. Y 1�t ,�m raL �* .'t, .n^« r�. „"'r" rrV/h,. t,- .�. hP„,� ..,, �' Y-Ar, .:n�i�, yy,avu7➢Mn raA,i�Y,r�,. �'; 19%, NYSIF Now York stye Insurance Fund 199 CHURCH STREET,NEW YORK,N.Y.10007-1100 I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ""A^^" 112399620 LEVITT-FUIRST ASSOCIATES LTD 520 WHITE PLAINS ROAD,2ND FL w" TARRYTOWN NY 10591 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER COSTELLO'S MARINE CONTRACTING CORP TOWN OF SOUTHHOLD 423 5TH ST. P O BOX 1179 P.O.BOX 2124 SHOTHOLD NY 11971 GREENPORT NY 11944 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G2151572-1 817737 06/29/2021 TO 06/29/2022 9/2/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2151572-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 1043768858 U-26.3 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY ca Stony Brook.50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 v,j,�,l.dec.ny.gov LETTER CSF NO JURISDICTION TIDAL WETLANDS ACT" August 3, 2015 The Boatyard at Founder's Landing Inc. PO Box. 2124 Greenport, NY 11944-2124 Attn: Jane Costello Re: NYSDEC Permit#: 1-4738-00474/00008 The Boatvard at Founder's Landing Inc., 2700 Hobart Rd., Southold SCTM# 1000-64-3-10 & 11 Dear Ms. Costello; Based on the information you submitted, the New York State Department of Environmental Conservation has determined that the portion of the above property landward of the functional bulkhead greater-than 100 feet in length, as shown on the copy of the survey prepared by Robert H. Fox, dated 4/20/05,which was constructed prior to August 20, 1977, as evidenced on the copy of the survey prepared by Roderick Van Tuyl, dated 2/14/77,and. on Tidal Wetland Map#716-548, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that bulkhead. Be advised, na 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 hale bay ber i, This letter shall remain valid unless site conditions chane, 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, 1- I� �i'Evans Regional Permit Administrator cc: BOH-TNV PtEyYOEtd6 Department of Environmental n Conservation ZZ1O 1/10/ (Z I d� .,.._ �.NOO 9NUDV2UN009 NNVW O lag 00 Z Z!£Z/£O'Z ZVb I tb0`Z Z/SO/S0 ae-.. ZZ/61150'ZZt91 190`ZZt0 01# °d1V0 I I-E-b9-000 I# W10S ,06 0 .,_.....,_. 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I \ gde �� t;.:axva� aarurrca r IMAO i G cW11a1 la c H "LL ..ONVPD'vnNNVO %Z'0} „✓� Ory\O� � v 1 __s vdb� u (912 11 - \ db 3NOZ o.fir,,,)' C� J220 10-1EXQ10-.8 W� 0 v Q S1IdMAJO pdEOdONd r nI SIG ---- -- / dlb?IQMN d011WI1 � fA �\ Qb�Q 1��9QN JVIN 31d?J \ d0Nb2InGN1 0001A WO"Jd OglvD" SV 3NIl ASVaNl109 3NOZ N-61- �I r GENERAL NOTES iCONSTRUid-fi ii NOTES `. `' ."' a"tiIVINE)'FRAMIIVG`N®TES {r PLAN CONTENTS,;, �� 1 ;k }'`ABBREVIATIONS L THE INFORMATION WITHINTHISSET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN PER THE IBC/NYS CODES-2020 AS LISTED BELOW OCCUPANCY CLASSIFICATION GROUP S•i MODERATE HAZARD STORAGE � /) , INTENT AND FRAMING DETAILS.THEY ARE INTENDED AS A CONSTRUCTION AID,NOT AS A SUBSTITUTE ADJ ADJACENT MIN. MINIMUM T" FOR GENERALLYACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK i. RiDGETO-RAFTER ASSEMBLY: OCCUPANTLOAD 7PEOPLE ALUM. ALUMINUM MR MOISTURE RESISTANT STATE BUILDING CODES.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD 1.1/4'X 20 GAUGE STRAP SHALL 8E ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO APPD. APPROVED MW MILLWORK CONSTRU CTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, TABLE34.WHEN ACOLLARTIE IS USED IN LIEU OFA RIDGE STRAP THE NUMBER OF iOd COMMON BUILDING HEIGHT :kMO'&d:22-00'ABOVE AVERAGEGRADE BRDA. BOARD NIC NOT IN CONTRACT STRUCTURALLYSOUND AND AWEATHERPROOF COMPLETED PRODUCT. NAILS REQUIRED IN EACH END OFTHE COLLARTIE NEED NOT EXCEEDTHE RECOMMENDED BRI, BRICK OC ON CENTER - 2. ALL CONSTRUCTIONTO CONFORM TO THE DESIGN OF THE 20181BCAND 202ONYS SUPPLEMENTS. NUMBER OF NAILS INTHE STRAP. BOT. BOTTOM GS OUTSWING 3. THE GENERALOONTNACTOR IS RESPONSIBILITY FOR ENSURING THATALLWORK AND CONSTRUCTION 2. RAFTER•TO•WALL ASSEMBLY: DESIGN CRITERIA 2020 NYS BUILDING CODE/2017 NEC J / CL CENTERLINE OPO. OPENING MEETS CURRENT FEDERAL,STATE,COUNTY AND LOCAL CODES,ORDINANCES AND REGULATIONS,E7G LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALL TO TOP PLATE CL CEILING PL PLATE THESE CODES ARE TO BE CONSIDERED AS PART OFTHE SPECIFICATIONS FOR THIS BUILDING AND SHALL BE IN ACCORDANCE To TABLE 3.3.WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE WITH CONSTRUCTION TYPE TYPEV PER SECTION 5602 OF THE IBC COL COLUMN PLUMB. PLUMBING SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. STUDS BELOW,RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE CONK CONCRETE PLYWD. PLYWOOD 4, DIMENSIONS SHALLTAKE PRECEDENT OVER SCALED DRAWINGS.(00 NOTSCALE DRAWINGS) WALLTOP PLATE SHALL BE ATTACHED TO THE WALL SND WITH UPLIFT CONNECTIONS.ROOF CONT CONTINUOUS PT. PRESSURE TREATED 6, THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT EXT.BALCONIES 60 CT, CERAMICTILE PNI, PAINTED RE WITH THESE PLANS,NOR RESPONSIBILITY FOR CONNECTIONSINACCOROANCE WMHTABLE9.3a DECKS40 DEMO. DEMOLISH PVC POLYVINYLCHLORIDE CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY 3 WALL TO WALL ASSEMBLY: ATTICS W/O STORAGE 10 DIA DIAMETER RPG REFLECTED CEILING PLAN PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK THERE ARE NO WARRANTIES FOR WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT DESIGN LOAD CALCULATIONS ATTICS W/STORAGE 20 DR. DOOR REQ, REQUIRED ASPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. CONNECTIONS IN ACCORDANCE WITH TABLE 3.31,WHEN WALL STUDS ABOVE DO NOT FALL IN LINE (LIVE LOADS PSFl ROOF(GROUND SNOW LOAD) PER NYS CODE DWG. DRAWING RM. ROO 6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. WITH STUDS BELOW,THE STUDS SHALL BE ATTACHEOTO A COMMON MEMBER IN THE FLOOR ROOMS(OTHER THAN SLEEPING) 40 EA EACH P.O. ROUGH OPENING 7. THE GENERAL CONTRACTOR IS TO ENSURETHAT MASONRY OR PREFABRICATED FIREPLACES MEETS ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. ROOMS(SLEEPING) 90 ELEC. ELECTRICAL SIM. SIMILAR OR EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. 4. WALL ASSEMBLYTO FOUNDATION: STAIRS 40 ELEV. ELEVATION SPEC. SPECIFIED 8. THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT4H ITEMS SUCH AS FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE GUARDRAILS(ANY DIRECTION) 200 EQ. EQUAL STL STEEL BOOKCASES,SHELVING,PANTRY,CLOSETS,TRIMS,ETC. WITH UPLIFT CONNECTORS.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN EXIST. EXISTING T&G TONGUE AND GROOVE e. WINO LOAD REQUIREMENTS SHALL BETAKEN INTO ACCOUNT DURING CONSTRUCTION. CONCRETE FOUNDATION AND SLOB-ON-GRADE,LIS INCHES IN MASONRY BLOCK FOUNDATIONS.OR EXPOSURE CATEGORY DESIGN FOR CAT.0 EXr. EXTERIOR TEL TELEPHONE LAPPED UNDER THE PLATE AND NNLED IN ACCORDANCE WITH TABLE9.31.WHEN STEEL STRAPS F.P. FIREPLACE TBD TO BE DETERMINED ARE LAPPED UNDER THE BOTTOM PLATE,3 INCH SQUARE WASHERS SHALL BE USED WITH THE LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE F.R. FRENCH TO. TOP OF UN[ AT,!A.JN �tl O, .,E.7` ' ANCHOR BOLTS ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE (ROOF-FOUNDATION) AND GENERAL GALV• GALVANIZED tYP. TYPICAL . 4=r;I ' P.i .I t '�!."h i..• 'I 'C,',fr r:I',d 3.2a.IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 042 INCHES FROM GWB GYPSUMWALL BOARD UNO UNLESS NOTED OTHERWISE Y THE END OF A SILL PLATE AND ALL CORNERS. HVAC HEATING,VEMTING& VIF VERIFYIN FIELD L THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS,ELEVATIONS,DETAILS AND NOTES TO 5. TYPE I EXTERIOR SHEARWALL CONNECTIONS: NALWGSCHEDULE SEE GENERALNOTEPAGE AIRCONDITIONING W/ WITH DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE TYPE IEXTERIOR SHEAR WALLS WITH A MINIMUM OF I{INCH WOOD STRUCTURAL PANEL ON THE INSUL INSULATION WD. WOOD 2. ALL FOOTINGS TO RESTON UNDISTURBED(VIRGIN)SOIL EXTERIOR ATTACHED WITH ad COMMON NAILS AT 6.O.C.ATHE PANEL EDGES ANDd20,G IN THE EGRESS SEE FLOOR PLANS AND WINDOWSCHEDULE INT. INTERIOR WP WATERPROOF 3. PROVIDE J'EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR FIELD,AND}INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT IS INSWING XPS EXTRUDED POLYSTYRENE MASONRYWALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 7'O.C.PANEL EDGES AND SO'GG IN THE FIELD SHALL BE IN ACCORDANCE WITH THE LENGTH FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R3141RQ LBS POUNDS 4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE REQUIREMENTS SPECIFIED IN TABLE 315a-b. (SMOKE&CO2 DETECTORS) CARBON MONOXIDE ALARMS TO COMPLYWMI R3IS IRC, MMAX 0. MAXIMUMY OPENING INSTALLED WITH N5 RE-BAR,IS-LONG AT 12.O.C.USE APPROVED EPDXY FOR INSTALLATION. S. TYPE 11 EXTERIORSHFARWALLCONNECTIONS: / S UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PSL CONCRETE TO BE POURED ON 4' TYPE 0EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 316ab TIMES THE ENERGY CALCULATIONS 2015 IECC THICK SAND OR GRAVEL FlLLWITH 6X6 WIRE MESH REINFORCING.INTERIOR SLABS TO BE MINIMUM 4- APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE SAG. THICK ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY WITH 81NCH MAXIMUM LIFTS(LAYERS), 7. INTERIORSHEARWALL CONNECTIONS: a. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM IB'x24'ACCESS OPENING.INSTALL ONE 8X16 ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 314 SHALL BE PERMITTED TO BE CAST IRON FOUNDATION VENT FOR EVERY 160 SQ/FT OF AREA INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE IN 7. DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT N.Y.S. ACCORDANCE WITH 2.4.4.2 AND 2.2.4 RESPECTIVELY. „1 Ai'.4+i++",` pij' CLIMATIC'&'GEOGRAPHI �Df ..� "61'A`, I,I. "' CONSTRUCTION CODE A6HUIL POLYETHYLENE FILM SH ALL BE APPLIED OVER THE BELOW GRADE 3 CONNECTIONS AROUND EXTERIOR WALL OPENINGS: I, C. ESIGN'hJRITERIA" PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING. HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN 'H ",__ - _ .r, .O - 1_=if e. DRAINAGEAS REQUIRED BYCURRENTN.YS.CONSTRUOTIONCODE ACCORDANCE WIH TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE GROUND WIND SEISMIC FROST WINTER ICESHIELD ."DOOR SCHEDULE 9. CATH DE RAL11 WITH T/CEILING ASSEMBLY: SNOW PEE DESIGN FATHER LI RM CA DESIGN DERLAYMENT MPDS _ LE 5 D W ENG NE TE ITE DE Y UN LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED '•',I�,, '('� WHEREARIDGEISTOBEUSEDASASTRUCTURALBEAM,THERAFTERSSHALLEITHERHE NO. TYPE UN/TS/ZE(WxHJ MATER/AL NOTES „FRAMING MV•OTES NOTCHED AND ANCHORED ON TOP OFTIHE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO aoMRATE sW RTo STANDARD `{ 1 EACH RAFTER•TO-RIDGE ALONG THE OPEN CEILING PART OFTHE BUILDING.CONNECTIONS TO THE 3D PSF 130 B SEVERE 9FT, ro xuw xoODure 11� EDGING � 1O IXlER10R DOOR 3-0'X6'8' METAL HINGED LEFT ' n - RIDGEAND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS L ALL FRAMING MON FRAMING AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND _ I• _ f 20 EtTER10R DOOR 3'O'X 6'8' F/BERGLASSS W/9-LfiE N/NGED L&R ADDITION WOOD FRAMING CONSTRUCTION MANUAL ° 'p`''�/� �+ °Cc � 2. UNLESS OTHERNflSE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERW.TO BE d2+HTR "'1 tk') �L ;FLIT E�LV1..iI�I. ILII NO�G,a�. J C 3O CUSTOMBARN 10-0'X12-7' WOOD MRIAGESWING DOUGLAS FlR. ,.C,, l L,, . 757,71 N•.: .r. J FL �. t' tL r l i.�, 3. FLOORS WALLS,CEILINGS AND RAFTERS TO BE SPACED AT I6.O.C.UNLESS OTHER WISE NOTED. ROOF SHEATHING REQUIREMENTS 06WI'N LOADS °.. 40 CUS70MB4RN 10=0'X12=71 WOOD CARRIAGESIWNG 4. UNLESSOTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2X1O B2+BTR DOUG.FIR FlRESLOCKING REQUIRED-BY CURRENT NYS CODE 2020 ' rw. •-, , + 1I-a -i„ i BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH 5I DE OF ALL FlREBLOCKING SHALL BE PROVIDED TO CUR OFF AL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND NAIL SPACING AT PANEL NAIL SPACING AT INTERMEDIATE 50 SLIDING BARN 79D 7RD 78D OPENINGS LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN ATOP SHEATHING LOCATION EDGES SUPPOgiS IN THE PANEL FIELD OPENINGS.BEARING WALL VANDOW SILLS SHALLALSO HAVE(2)WINDOWSILL PLATES FOR 2x4 WALL STORYAND THE ROOF SPACE Fl •FR REBLOCKING SHALL BE PROVIDED IN WOODAME CONSTRUCTION I 4'PERIMETER EDGE OPENINGS BETWEEN 4'-1'AND 6'4'AND 2X6 WALL OPENINGS BERVEEN 5-11'AND 8'-9'.PROVIDE THE FOLLOWING LOCATIONS. ZONE ad COMMON®6.O.G Sd COMMON 06.O.C. FIRE STOP AND BLOCKING WHERE APPLICABLE L IN CONCEALED SPACES OFSTUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE Ei ALL FLUSH BEAMS/HEADERSTO BE INSTALLED WITH HEAWDUTY GALVANIZED HANGERS AND CEILING AND FLOOR LEVELS CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE INTERIORZONE Sd COMMON 06'O.Q ad COMMON 012'O.C. ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. FIREBLOC(EDAT INTERVALS NOT EXCEEDING IO FEET.BATTS OR BLANKETS OF MINERAL OR GABLE ENDWALLRAKE rF ��p�� 1 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLELTO THE FLOOR JOINTS AND UNDER GLASS FIBER SHALL BE ALLOWED AS FlREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL Btl COMMON 04'O.C, 8d COMMON 04'O.C. '„V V 11V'D•OW SCHEDULE ANDE" TRUSS ' BATHTUBS.FLOORSTO HAVE CERAMIC71LE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD ROWS OFSTUDS OR STAGGERED STUDS. I .., I. Ik.- 1 ,4„ .l':11=�. CAPACITY UNLESS NOTED ON PLANS- 2- AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL.AND HORIZONTAL SPACES SUCH AS °4' t" "'!I' '`I ' F I+' J•""If s "' 7. PROVIDE(2)1S/4-THICK MICROLAMS(HEIGHTTOMATCHFLOORJOISTS)AROUNDSTAIRWELL OCCURATSOFFlTS,DROPCEILINGSANDCOVECLTLNGs WALLSFiEATHiNGREQUIREfV1Ef�TS$ORIWI(�ID'I:OADS I.D. MODEL UWS/ZE(WxHJ GR/LLTYPES NOTES AND/OR OTHER ACC ESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL} S. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN, '� 'I'" -- '+•++ S. DORMERSRUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ONEITHERSIDE ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N.YS,RESIDENTIAL CODE MAIL SPACING AT PANEL NAIL SPACNGAT INTERMEDIATE A 7WOSASH GLIDING 4'0`x6=0' IRO SLD6040.2 WHERE APPLICABLE UNLESS OTHERWISE NOTED. 4. AT THE OPENINGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST SHEATHING LOCATION EDGES SUPPORTS IN THE PANEL FIELD 9. PROVIDE BLOCKING/SRIDGINa IN FLOOR JOISTS AT"'O.C_USE SOLID BLOCKING IN FLOOR JOISTS THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. - B I&TWASHDOUBLEHUNG 3'S%-xS%P/e' TBD IW3452 UNDER ALL BEARING WALLS. 4'EDGE ZONE Sd COMMON 06'O.G ad COMMON 012'O.C. 10.PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS.INSTALL DRAFT BLOCKING AS .;H', ' ""a'"=ate r .W: I=:H rd�i;'°�- U,7,,'!�• dt t:".;,. C AWNING 2L21 1°x2=711' TBD A= NEEDED. I'. (i ,1F'` �' n1p /+ � '�;. �'EJ �.= INTERIOR ZONE ad COMMON 06'GG ad COMMON 012'DA SL UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM HJ'THICK4PLYFlRCDX `i Ij • "LU',Y'/'B�N t71 IV OTE I.( -�„ ko lj - NOTE: EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOOD TO COVER OVER PLATES AND HEADERS. •ALL UNIT SIZES ARE FINISHED OPENING SIZES.CONTRACTOR TO VERIFY WINDOW JAMB DIMENSIONS 12.UNLESS OTHERWISE NOTED USE3'THICK T&G PTS FIR OR ADVANTECH PLYWOOD SU13FLOOR JL ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED ASPER N.YS.CONSTRUCTION - WITH ROUGH OPENINGS. ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS.FINISHED FLOOR TO BE INSTALLED CODE-2020 , y{• _ L,I^,,,+, -ALL GLAZING SHALL MEET WIND BORNE DEBRIS REQUIREMENTS PER THE BUILDING CODE OF NYS. OVER SUBFLOORlS PER MANUFACTURE'S INSTRUCTIONS. 2. IF WALL SNOS,PLATES ORJ015T5 ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED 1 *EGRESS OPENING MIN.5.75Q FT-MAX.44'SILL-AFF WORK,PROVIDE ADEQUATE BRACING AND PLATES 70 PROTECT AND SECURE THE STRUCTURE.VERIFY I 'I &RAMIN6 AND FASTENER,INFOF2MATION:',, 13.ALL BATHROOM WALLS TO HAVE7f THICK MOISTURE-RESISTANT SHEETROCK.GARAGE WALLS AND WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM HOLE SIZE AND 'f'.i.:.�^� a�•r'.-,�, ::v - _ I„ CEILINGS ANDOVER FURNACE TO HAVE 'THICK TYPE-X SHEETROCK ALL OTHER PARTS OF BUILDING SPACING PERMITTED. MARK LOCATION SIMPSON TIEq a INSTALL' NOTES TO HAVE REGULAR}'SHEETROCK.ALL WALLS TO BE TAPED AND FINISHED. JA ALL ROOF WITH A PITCH LESS THAN 4:12 SHALL BE INSTALLED WITH AN ICE&WATER BARRIER OR APPROVED FLAT ROOFS SHALL BE APPLIED WITFIAFIBERGlA536A5ESHEETWITH AN EPDM '!" `.s:S•t•;(�';1 ° y''��+ES IF .SIA"%!'il '„I ail', 1 ROOF RIDGE LSTA/1S EVERY RAFT 20 GA-1}'X15 TORCH DOWN TYPE MATERIAL OVER •* ,IAp1m ES � ' I 15.ALL SILL PLATES AND WOOD IN CONTACTWITH CONCRETETO BE PRESSURE TREATED.SILL PLATES TO .+i H,'Ai H..:� n ' iT� 2 RAFTER/WALL LSTA/16 EVERY RAFT 12 GA.i}•X16 BE INSTALLED WITH A FOAM SILL GASKET AND COP-R-TEXTERMITE SHIELD OR APPROVED EQUAL L MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALLAPPLICABLE CODES AND 'CA 1' ry, L'1• SAFETYREQUIREMENTS 3 WALL/WALL LSTA/21 EVERYSTUD 20 GA-1}'X21 !-II' ,,:tELE'CTRICl 'C NOTES • I' 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATEALL SYSTEM DATAAND REQUIREMENTS WITH THE tn' k. ,. tet!��+'.�,r i, + 'E_ EQUIPMENT SUPPLIER 4 WALL/BASE PL RSP4-BtM EVERYSTUD 20GA-27f X4} II\II"n/ II 11U" 3 HVAC 5UBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT ITTO THE L ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S.CONSTRUCTION CODE GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL 5 BASEPL/FOUND If OANCHORS 41W DO- ADD AS NEEDED 2. ALL ELECTRICAL WORK SHALL BE APPROVED BYA QUALIFIED UNDERWRITER 3. ALL ELECTRICAL WORKTO COMPLYWITH 2017 NEC JUL Ll Lr lq(7� 4. INSTALLSMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER THEIBC& r�ih !''' - - /�-}� I' �y'� n �" ) ,•,6� '!d'VL LJ L/IO2 .I II /1TLI,E`LS IAIATCC' K !' L I�(I,k i, - ALL TIES TO BE 51MP50N STRONG TIES OR EQUIVALENT 'b L NYS CODE ,�„ „C, fS,tN y J. ES IL •i :(, I( /Ui FRAMING TO BE FASTENED IN CONFORMANCE WRIt r IBC CODE-2020 k lI TI,.Icj p� II.'S I ' 11�+� I '' I 'r, TABLE R602.911-GENERAL \ /// i i;•�;{ f •E ),I GN E'R VI •F'NAOTTL PROVIDEtTP&XSHEETROCK FIRE STOPPING ATIO'-O'MAXIMUM DISTANCES FOR NON TABLER6023(3)-SHEATHING v TABLER802.5(9)-FRAMING-ROOF BUILDING DEPT. 2. USE SIMPSON HANGERS AND ANCHORS WITH ZMAXTRIPLE PROTECTIVE COATING FOR CONTACT H L THIS DES NCOMTRUCPLIFS IONSHAWITH COMP020 YWITH YCTIO ASA PRESCRIPTIVE 2018 18LBSION. WITH ACQ PER SPEC L609-LI-2020 ISO NYS SUPPLEMENTAL DESIGN- TOWN OF SOUTH TOLD 2> THEDESIGN CONSIGN- 0NSHALLCOMPLY WITH ENERGY COD OFTHELLOWNG 3 INSTALLS-002 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR WIND SPEED IS 130 MPH p1 3. PRES(YHIPTIVEOFSIGN-APPLIED AS PER CURRENT ENERGY CODE THE FOLLOWING ELEMENTS ARE O New INCLUDED-ROOF/WALLS/FLOORS/BASEMENT/FOUNDATION+VENTILATION. 4. IT SHALL BETHE CONTRACTO-RESPONSIBILITY TO ASCERTAIN ALL PREVAILING PROCEDURES YY L� INCLUDING STORAGE AND TOILET FACILITIES,PROTECTION OF EXISTING WORK TO REMAIN.ACCESS - - ,,; - r 5` I' TO WORK AREA HOURS OF PERMITTED WOR AVAILABILITY OF WATER AND ELECTRIC POWER AND q'G ,�'E• ' ,. EA K i#' ':"j,l„N4ILIWG-SCHE[)ULE ALL OTHER CONDITIONS AND RESTRICTIONS FOR THIS PARTICULAR LOCATION IN ORDER TO EXECUTE -":- - i; S� THEWORKINACAREFUL SOILtNOT.E AND ORDERLY MANNER WRIT THE LEAST POSSIBLE DISTURBANCE TO EHE '�' n t.., .E •f�J PUBLG ROoFFRAMING: PER 2020 IBC-CHAPTER a E THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS TO UTILITIES AND SERVICES WALL FRAMING: PER 20201BC-CHAPTER: i NEW FILL TO HE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL CONDIT10N5 TEMPORAPoLV DISCONNECTED WHILE PERFORMING THE WORK AS REQUIRED. // PRIOR TO FILL REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 6. IN THE COURSE OF CONSTRUCTION,A CONDITION EXISTS WHICH DISAGREES WITH THATAS FLOOR FRAMING: PER 202016C-CHAPTERS , / APPLICANT: FOUNDERS LANDING BOATYARD, LLC. : PER 2020 IBC.CHAPTER 2. COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D898 AND ASTM INDICATED ON THESE DRAWINGS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE DESIGNER ROOFSHEATHING CEILINGSHEATHING: PER202GIBC-CHAPTER:: �/ IT D 16571L COMPACT THE SOIL AT d2'LIFTS(TYPICAL}CONTRACTOR TO HAVE FILL TESTED BY A OR THE EN GI NEER IMMEDIATELY SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE ADDRESS: P.O. BOX 2124 PROFESSIONAL AGENCY FOR COMPACTION. WORK HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. FLOOSHEATHING: PER 2020ISO F Q' F100R5HEATHMG: PER 20201BC-CHAPTER S 4. GKEENPOKT, NY 1 1 944 Fp �O o57o9y� SOUTHOLD, NY 1 1971 JOB SITE: 1 000 TERRY LANE PKEPAKED BY: KS REVISED BY: KS AR�FES � SCTM: #1000-G4-3-1 I SION�' COSTELLO MARINE CONTKACTING CORP. DATE: 07/22/22, OG/OG/22, 05/19/22, P.O BOX 2124, GREENPOKT, N.Y. 1 1944 (G30477-1199 (SHEET I a of 12) 05/05/22, 04/14122, 03/23/22, 01/14/22 �-SUBFLOOR 2ND FLOOR WALL JOIST STEEL BEAM SUHFLOOR WOOD JOISTS 4'DIA MAXIMUM 2x6/2x8 CONTINUOUS WOOD PLATE BOLTED TO STEEL BEAM SST FLOOR WALL /—SUBFLOOR WRH f DLA BOLTS 048'QC.STAG JOIST 4°x}°x B°STEEL TOP AND BOTFO U PLATE STRAPPING TO BE ATTACHED TO WALL STUDS @ 48° STEEL BEAM WITH}°x ANCHOR HOLT"GROUT OCAND ALL WINDOW/DOOR OPENING JACK STUDS PLATE(BOLTED TO BEAM) 3°STEEL COLUMN(10 KIPS) 4 m FLOOR JOIST D_EPTIi USP NUM6ER DESCRIPTION APPLICATION 4'-8' LSTA36 ].1/4°x36°iega.STRAP INSTALL 4'O'O.C.AND JACK _ STUDS ON ALL OPENINGS NOTCH JOIST AND ADJUST HEIGHT(WRH A NAILING PLATE IF NEEDED)TO BE APROX J° TYPICAL BEAM DEFAIL IL 81-16. ISTA48 1-1/4*"S'iS&.STRAP INSTALL40°O.C.ANDJACK OR HIGHER THAN STEEL BEAM TO ALLOW STEEL/BOTTOM BEARING STUDS ON ALL OPENINGS FOR SHRINKAGE(PROVIDE STRAPPING TO STAIR RAILING KEEP JOISTS ALIGNED) KING STUD ENDWALL CRIPPLE STUD 4°DIA MAXIMUM SIDEWALL WOODJOIS7 HEADER FLOOR USPNUMBER DESCRIPTION APPLICATION GIRDER/HEADER JACK STUDS E 1ST ADSS HOLD DOWN ANCHOR CONNECT TO i SIDE OF ALL CORNERS TO FOUNDATION W/ANCHOR BOLTS >4i SPLICED 101575 OVER HEADER/GIRDER 2ND ADS5 HOLD DOWN ANCHOR CONNECT TO i SIDE OF ALL CORNERS ON BOTH B07 PLATE OF 2ND FLOOR LOCATION USP NUMBER DESCRIPTIDN APPLICATION AND TOP PLATES OF SST FL CONNECT JOISTTO RTSO TYDOWN GONNECTTO THROUGH THE FLOORS TO EACH OTHER GIRDER/HEADER ANCHOR E0.JOIST LOCATION USP NUMBER I DESCRIPTION APPLICATION GUARD RAILING W/THREADEDROD, ALL OPENINGS LSTA12 I 1-1/4°x12°20GX STRAP APPLYTO FACE'JACK SND ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLYTO EACH CRIPPLE SND WALL STUD METALSTRAP , ARM BOARD SILL PLATE(S) DBL SILL PLATE TERMITE ` SHIELD SILL GASKET FOUNDATION ANCHOR BOLT EMBEDMENT: POURED CONCRETE'7° BLOCK WALL'15° WOODJOIST STRAPPING TO BE ATTACHED TO WALL STUDS®48° USE WITH 3.3 SQUARE WASHERS OC AND ALLWINDOW/DOOR OPENING JACK STUDS NSP LEPS58) BLOCKING P844 POST ANCHOR FLOOR JOIST DEPTH USPNUMBER DESCRIPTION APPLICATION FOUNDATIONDIA ANCHOR BOLT WOOD GIRDER 4°-8° LSTA24 1-1/4°x24°20ga,STRAP INSTALL 4'0°O.C.AND JACK ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING CONG SLAB(ASR QJ STUDS ON ALL OPENINGS SILL PLATE TO FOUNDATION 1 STORY (CRAWL SPACE OR FND) 72°OC 8°-14° LSTA30 IA/4°x30°189a.STRAP INSTALL 4'0°O.C.AND JACK PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPACED - DECK PIER PER PLAN STUDS ON ALL OPENINGS SILL PLATE TO FOUNDATION 2STORY (CRAWL SPACE OR FND) 36'OC AND OVER OVER BEARING WALLS AND HEADERS. B°DUL 14°•16° LSTA36 13/4°x38°189a.STRAP 4'0'O.QAND JACK c OF N CONC. STUDS STUDS ON ALL OPEWNGS WND, IAB ON GRADS 1-2 STORY 57°OC P�V ,Y yOn PIER r60 O n w 2� Fo �0 o CONQ SLAB MIL 57EEL COW CONCL! GRANULARYFILL AR�FES IOr1P�• COMPACT FILL TYP.CONC.FND.DAMPPROOF CONO.FOOTING. EXTERIOR 6MIL POLY ON EXT. WOOD JOIST KEYWAYFOOTING. GIRDER/HEADER APPLICANT: FOUNDERS LANDING BOATYARD, LLC. MIN.3'STEEL COLUMN ANCHORED TO WOODIOLST ADDRESS: P.O. BOX 2124 24724'x12°CONQ FOOTING REINFORCING BAR GREENPORT, NY 1 1944 DRAIN TILE 5 PPORRTTEEDWITHTTHEPRoPERUSTEELCO ECTOR.IFABLE, JOB SITE: 1 000 TERRY LANE SET FIR JOISTS OX,?HIGHER THAN PREPARED BY: KS REVISED BY: KS WHERE NEEDED FORTYPICAL CONC. DATION APPLY STRUCTURAL BPRACCIINTGRS ALLOW FOR H�RKAGE&REDUCE R MPVOUTS. ERS TO SOUTHOLD, NY 1 1971 SCTM: #I 000-G4-3-I I C05TELLO MARINE CONTRACTING CORP. DATE: 07/22/22, OG/OG/22, 05/13/22, P.O BOX 2124, GREENPORT, N.Y. I 1 944 05/05/22, 04/14/22, 03/23/22, (G30477-1 1 99 (SHEET I b of 1 2) 01/14/22 RAFTER NEOPRENE GASKET TOP PLATE ROOFIACK WALLSTUD ROOFING LAPS FLASHING ATSIDES ANO TOP FLASHING LAPS ROOFING AT BOTTOM LOCATION USPNUMBER DESCRIPTION APPLICATION 4° RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECTTO EACH RAFTER TO PLATE ROOF LACKS&V ENTS DETAIL PLATE/WALL SPT94 STUD PLATE ANCHOR CONNECT OVER PLATES O T 4' O O O O O TO EACH STUD FASTENER TYPE SPACING: N.6 WOODSCREW BASED 16"D.C. O O O O O ANCHOR WITH 21K EMBEDMENT LENGTH No.10 WOODSCREWS BASED 16•D.C. ANCHOR WITH 21N. EMBEDMENT LENGTH O O 01 O O 0 }°DIA LAGSCREW BASED 16.O.G ANCHOR WITH RIDGE CAP OF SAME RAFTER EMBEDMENT LENGTH. MATERIAL AS O O O O O ROOFING NAILED TO SHEATHING TOP PLATE THROUGH VENT O 1j°APA RATED SHEATHING 214 OF 92 STUDS WALLSND GRADE PLYWOOD (ALTERMTIVEq}°O.SB.) � RS Inn, }"APA PLYWOOD SHEATHING O O O O G \ WINDOWSILL PRE41ANUFACTIIRED KEEP SHEATHING RIDGEVENTFOLDS MIN.1-1/2'FROM OVERRIDGETO LOCATION USPNUMBER DESCRIPTION APPLICATION O O 00 O O CONFORMTOSLOPE PEAK TO ALLOW FREE AIR PASSAGE 4"-8" RTSO 103/4'x 19ga CONNECT TO EACH RAFTER OF ROOF I TYDOWN ANCHOR FASTENER TYPE SPACING: 8°-12• RT20 21.1/81x20ga CONNECT 70 EACH METER N.6 WOOD-SCREW BASED 8•D.C. TYDOWN ANCHOR ANCHOR WITH 21N. TYP. WINDOW OPENING EMBEDMENTLENGTH 00 2 No.10 WOOD-SCREWS BASED S°GG PANEL SPAN EQUAL OR SMALLER THAN 4 FEET ANCHOR WITH 21N.M EM BFDMELENGTH O "DIA LAGSCREW BASED 16 O.G 11 O O O O ANCHOR WITBEDMEM'H 21N. EMLENGTH. MULTIPLE PLYWOOD ASSEMBLIES(2)2X4 DF#2 STUDS CONNECTED TOGETHER THROUGH-ROOF EXHAUSTVENTS WITH STAINLESS STEEL OR /� SELECTED AND LOCATED BY CONTRACTOR WITHGALVANIZED BOLTS / \ W/WASHERS AND NUTS VENTILATION CHANNEL AS REQ. 240°O.C. RAFTERS MAINTAIN VENTILATION WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL BLOCKING 2z4 LEDGER LEDGER 2X4 SOFFITJOIST AS PER SEG 1609.13,20151BCIL NYS 2017 SUPPLEMENT:ALTERNATIVE FOR OPENING PROTECTION OF NOT USING IMPACT GLAZING) FASCIA WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A GUTTER RAFTER MINIMUM THICKNESS OFfe AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO CONITN.SCREENED VENT STORY BUILDINGS.PANELS SHALL BE PFRECUTTO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO CONTIN.SOFFIT SECTION 16091Ai609.6.5 AND TABLE 16OSAA OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE}THIS IS NOT ASUBSTITUTION FOR ATTIC SHALL BE PROVIDED WITHA /EXT.PLYWOOD DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE ALL PANELS MUST BE CUT TO SIZE NOT LESS ENFREE VENTILATING AREA MIN.NET AND READYTO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.HARDWARE THAN OF THE AREA RAFTER SIZE USP NUMBER DFSCRIPRON APPLICATION MUST ACCOMPANY SHUTTERS FOR INSTALLATION. OF THE SPACEVENTHATED.ALL EEAVEDETAIL ATION/SOFFITED 2x8.2xS LS28 18ga.SLOPE HANGER APPLYTO EACH RAFTER LEDGER OPENINGS SHALL BE COVERED WITH CORROSIONftESISTANT METAL MESH OPENINGS OF}°IN 2X10 LS21O 169a.SLOPE HANGER APPLYTO EACH RAFTER/LEDGER DIMENSION. F N6,Y 6 S J Mq� p'pir F � r 1L O to RAFTER APPLICANT: FOUNDERS LANDING BOATYARD, LLC. a 05709 ��� RIDGE ADDRESS: P.O. BOX 2124 �O"'EssIONPGREENPORT, NY 1 1944 JOB SITE: 1000 TERRY LANE SOUTHOLD, NY 1 1971 PREPARED BY: KS REVISED BY: KS LO MARINE CONTRACTING CORP. SCTM: #I 000-G4-3-1 I LoLOCATIONUSP NUMBER DESCRIPTION APPLICATION DATE: 07/22/22, OG/OG/22, 05/15/22, P.O 150X 2 124, GREENPOPT, N.Y. I 1944 ROOF BTA24 1-1/49Q4.20GASTRAP APPLY OVER RIDGETO EACH RAFTER 05/05/22, 04/14/22, 03/23/22, P.O BO (G31)477-1199 (SHEET I c of 1 2) 01/14/22 0 • • ase.'' . Ro' Old North Rd a 9� �BA d O 0 n CD NN Po\(� w c • Steatn9 ,- �Ooy. `° BEIXEDON s� y ESTATES' o°�• -. L � ,' I S ., AOS - •` • SOUTHOLDy° 90 J - L �a> ' Fia• s�� t `. qct :•.'- ., �° � . ao e; y E MORELAND' �a y °aa 25 s PR�OJE � LOCATION ' <n - ., .tea! Pine NecKRd ,.• 3 o4 ' � _ Custer Ave Pd9/ Clea rviewgve c g F o REYDON PROPOSED: RECONSTRUCT PREVIOUSLY EXISTING BUILDINGS #5 (24.5' x 59') AND BUILDING #G (24.5'X 34.5') DESTROYED BY FIRE ON OG/10/2021 . ACCESS: BY LAND THRU APPLICANTS' PROPERTY �P(E OF CO APs J. 'g2Z,9 O'f''f- o APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 GREENPORT, NY 1 1944 VICINITY MAP AR"O 05709 �� JOB SITE: 0000 TERRY LANNY E1971 PREPARED BY: KS REVISED BY: KS OFESSIONP SCTM: #I 000-G4-3-1 I COSTELLO MARINE CONTRACTING CORP. DATE: 07/22/22, OG/OG/22, 05/19/22, P.O BOX 2124, GREENPORT, N.Y. 1 1944 05/05/22, 04/14/22, 03/23/22, (G31)477-1199 (SHEET I of 12) 01/14/22 t-G, Gip �J l'Zp 7Try �: r 4 ADJACENT PROPERTY OWENERS ,'Try • f• ryu o' o (D FOUNDERS LANDING BOAT OALLAN GOLDSMITH ODWMD LLC Y_Yry� YARD, LLC 4824 SAN CARLO COURT I G30 N. OCEAN AVENUE P.O. BOX 2124 NAPLES, FL 34109 HOLTSVILLE, NY 1 1742 GREENPORT, NY 1 1 944 (2620 HOBART ROAD) (1080 TERRY LANE) (2700 HOBART ROAD) (SCTM# 1000-G4-3-9) (SCTM# 1000-G4-3-1 2) (SCTM# 1000-G4-3-10) ® UST 3ADRIFTWOODCOURT OTiRUST A SULE IRREVOCABLE PETER© 5-26 BELOLLBL.VDLEN R APT. 5E 9Tjy 3 SHOREHAM, NY 11786 32-30 73RD STREET OAKLAND GARDENS, NY I 13G4 (1 150 TERRY LANE) EAST ELMHURST, NY 1 1370 (2845 HOBART ROAD) (SCTM# 1000-G4-3-1 3) (2745 HOBART ROAD) (SCTM#-1000-G5-1 -14) 5 G (SCTM# 1000-G4-5-33) 2 H� rRO 7 7 CHARLES S. 4� 8 SOUTHOLD PARK DISTRICT 1D OCONCETTA J05INSKY OP.O. BOX 959 5 BENSIN DRIVE SOUTHOLD, NY 1 1 971 MELVILLE, NY 1 1 747 (1025 TERRY LANE) • f�' ® (2945 HOBART ROAD) (SCTM# 1000-G5- 1-1 9. 1) MIDPARM RD 4�� / (SCTM# 1000-G5-1 - 1 5) CAWS NECK RD LOCATION MAP OF NEW ro F APPLICANT: FOUNDERS LANDING BOATYARD, LLC. O ADDRESS: P.O. BOX 2124 rc GREENPORT, NY 1 1944 6 .= JOB SITE: 1 000 TERRY LANE PREPARED BY: KS REVISED BY: KS OpRtio 05h09SOUTHOLD, NY 1 1971 P �� COSTELLO MARINE CONTRACTING CORP. �FESstoN SCTM: #I 000-64-3-I I DATE: 07/22/22, OG/OG122, 05/19/22, P.O BOX 2124, GREENPOKT, N.Y. I 1 944 05/05/22, 04/14/22, 03/23/22, (G31)477-1109 (SHEET 2 of 1 2) 01/14/22 ` U Z v 0 FIRM ZONE BOUNDARY LINE A5 SCALED FROM FLOOD INSURANCE \ p RATE MAP hOBART KOAD \ �2 <b. LIMIT OF MODERATE __ WAVE ACTION �`� 1 4). p� 551026140"E 200.76' h O 77.4' 00. Ilb.�2 GPS �O \ � G O WI SHORELINE AS SHOWN �� • 2 ' Oib ON MAP OF z U N l q- °FOUNDERS ESTATES" [p ml� t OTHER OLD MAPS \ ` p cn Q O z Lu \ \ O z0 ` \ \ \ `� 70 0s oGv \ \ \ 11 � �0 / TOWN OF SOUTHOLD TO \\ \ LIMIT OF MODERATE JEANETTE GOLDSMITH 1954WAVE WAVE ACTION GRANT OF LAND UNDER WATER ` o,) SOUTHOLD RECORDS PAGE 323 o'' ,. O�� J�l� P� OF New J. r � i NO 05700 O AROFESSIONP� ------------y----------- ------ -- N N47°08'20"W 200.20' APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 GREENPORT, NY 1 1 944 EXISTING 51TE MAP JOB SITE: 1000 TERRY LANE SOUTHOLD, NY I 1971 PREPARED BY: K5 REVISED BY: KS 0 30' 5CTM: #I 000-G4-3-1 I C05TELLO MARINE CONTRACTING CORP. DATE: 07/22/22, OG/OG/22, 05/19/22, -.P.O BOX 2124, GREENPOKT, N.Y. 1 1944 V=30' 05/05/22, 04/14/22, 03/23/22, :(G31)477-1 199 (SHEET 3 of 12) 01/14/22 1 ` FIRM ZONE BOUNDARY LINE AS , ` SCALED FROM FLOOD INSURANCE \\ RATE MAP -------- --- --_` HOBART LOAD `\ LIMIT OF MODERATE —__-- WAVE ACTION / = 55 10281401T 200.75' \ 0 -----� /4�71`ROPOSED DRY WELLS�\, \\ CJ 8'-O"Ox3'-O" DEEP \\ \ \ 5 ZONE AE(ELG) \ ZONE)< `��—— ��NG\ 77. I' NG /'� (0,2% ANNUAL CHANCE ��I � \ ZA�\ \ �� eE�\- ��vG�\O�j��0 566 'SHORELINE AS SHOWN\ �w ON MAP OF \ \D- G SFO G "FOUNDERS ESTATES" � 4N0� �A no OTHER OLD MAPS \ \ \ \ \\ \v` • \ / I m \ co cid�m \ �O o N � p (nQO z w 0 \ \ 0 � Q * ` \ PROPOSED` 7j cD I `\ DRY WELL \\ O �O O U \ \ 8-O Oxo-0 \ \ -7 \ DEEP \ O 4- / \ \ \ 0It 2 // I TOWN OF SOUTHOLD TO JEANETTE GOLDSMITH 1954 \ LIMIT OF MODERATE \ WAVE ACTION i GRANT OF LAND UNDER WATER , SOUTHOLD RECORDS PAGE 323 \ \ l�61 .� OF IVEw q� YOB I � 9 _U r O I 2NF0 �0 057()95 pROFEssioNP�'� -------------�- -- -------- -- ------- --� ROOF DRAINAGE CALCULATIONS N47008'20"W 200.20' TOWN CREEK ROOF AREA WIDTH LENGTH AREA-SF BUILDING 5 24.5 59.0 1,445.5 BUILDING G 24.5 34.5 845,3 RAIN RUNOFF AREA 2"RAIN VOLUME-CF BUILDING 5 1.445.5 2 240.9 BUILDING G 845.3 2 140.9 BA51N REQ. VOLUME CF/FT DEPTH READ. BUILDING 5 240.9 42.3 5.70 APPLICANT: FOUNDERS LANDING BOATYARD, LLC. BUILDING G 140.9 42.3 3.33 ADDRESS: P.O. BOX 2124 RESULT SITE PLAN JOB SITE: 000 TERRY LANE 1944 8' BUILDING 5 - USE 2 BASINS- -0"DIA.BY 3'-0"DEEP BUILDING G - U5E I 5A51N5-8'-0"DIA.BY 4'-0"DEEP 5OUTHOLD, NY 1 1971 PREPARED BY: KS REVISED BY: KS 0 30' SCTM: #I 000-G4-3-1 I C05TELLO MARINE CONTRACTING CORP. DATE: 07/22/22, OG/OG/22, 05/19/22, P.O BOX 2 124, GREENPORT, N.Y. 1 1944 V=30' 05/05/22, 04/14/22, 03/23/22, (G31)477-1199 (SHEET 4 of 1 2) 01114122 20' . POURED 10'x20' POURED CONC. RAMP(G% SLOPE) +G' FLOOR ELEV ±4' f IN. GRADE o'.' a o .• . a ° ' ° e . . ,• `.,..:.; +4' FIN. GRADE POURED 10'x20' POURED CONC. 5� - (3) 4'x5' POURED CONC. LANDINGS WITH 4'x5'-9" POURED CONC. MATCHING EX. RAMP(G% SLOPE) `r ONE STEP OF I I"TREAD AND 8" RISER LANDING W/8" RISER t I I" 5'-1 1" — TREAD STEP FOUNDATION EAST ELEVATION VIEW +8' FN DT WALL ELEV. FOUNDATION WALL- SEE DETAIL G" POURED CONCRETE SLAB ON L TAMPERED+6 FLOOR ELEV. O +6 FLOOR. ELEV.-$ _4 FIN. GRADE MATCHING EXISTING = ±4' FIN. GRADE III-111-111-III=111-III=III—III=III-111-- � •/'�• "llL=1-11�-111-111111-III-III'-III-III-P11=III1 =111-111-111=111=111_= —III—II1=III=111=III-III—III— TAMPERED BASE III__III=ElI=111—III=111—III=III 111-III=1IElII=111=�= =1i1=111 = 111-11� IJI--J;y I _LTi-��--u�=1i1 111=111_1 11=1I1= _ =1 FOUNDATION SECTION VIEW 29' 3' GO'-G" M.- 4' x 5'1 1" OVERALL PATIO r----------------- �--------------------------------------� ----.---- -- ------.—�,==--------------.---- ------- m [� I 14. d I I q' q q a I I 'v ° ' q v 4 . ° dq ' d d nq . ; ' . Aq ��" v' d dv ° 'i I d a• ' v cv d O q • .I q J G" POURED CONC. SLAB q a I o v N -i Q' �f q d" A Q q ' a d ' I d J a .r d v © v v vl I LN q 4' q a a q q 4 . I d . d a 4 d 4` °a ——• ° q 4 — ----------------- -- -----------------------------------I 4' x 5'1 1" OVERALL PATIO 4'x 5'1 1" OVERALL PATIOx 51-911 _ II-Gil3 31 -G 31 541-G" OVERALL PATIO N yRPgEOrW YO APPLICANT: FOUNDERS LANDING BOATYARD, LLC. FOUNDATION PLAN ADDRESS: P.O. BOX 2124 GREENPORT, NY 1 1944 a, JOB SITE: 1 000 TERRY LANE PREPARED BY: KS REVISED BY: KS 0 10' �, 5 \= #1000- 4- -1 I 1971 COSTELLO MARINE CONTRACTING CORP, �' 9 SCTM: #!000-64-3-I I Fp � 0570 �� �o DATE: 07/22/22, OG/OG122, 05/19/22i P.O BOX 2124, GREENPORT, N.Y. 1 1944 1"=10' s NX- 05/05/22, 04/14/22, 03/23/22, (G30477-1)477-1 1 99 (SHEET 5 of 1 2) 01/14/22 ALL GUTTER DOWN SPOUTS DRY WELLS (3) TO DRAIN INTO DRY WELL • 1 BASIN = 6-0"0 by 4'-0" DEEP FOUNDATION WALL: • 2 BASINS = 6-0"0 by 3'-0" DEEP •8" THICK POURED CONC. ---+8"�- •REINFORCED W/#4 REBAR 12" O.C. BOTH DIRECTIONS VARIES +4' FIN. GRADE +8'TOP OF CONC. WALL ELEV. _ •4' EXTERIOR EXPOSURE MATCHING EX. GRADE *EXTERIOR MUST BE COATED W/ 2 LAYERS OF WATER III=III=1 :: 4"O PVC INLET W/ 1=11`.- '- i - - - - - - -'A-"1=T=III-1 �. RESISTANT TAR I-III-III . I% MIN. SLOPE +G' FLOOR ELEV. j © I--III—IIIIII- �— III— -- -- -- —_— -- — 0 0 0 o O ® o 0 0000 -111-1 I I-1 III 1=111 11=I I I=I I I=I I I=I I I=I I I=I I I=111=11 T= 0 0 0 0 0 0 0 (D (9 o o 0 0 0 o tib;=1=1=111= N ,::•�t•:���'- �_. - t•• :� �:.:.��r=:F III—III—III—III—III—III-1 I I—III—III—III—' I I I—I I I—I 11 0 0 0 0 0 0 0 0 ® 0 0 0 0 0 0 +4' FIN. GRADE I I1=111=111=I III TAMPERED FILL I-1 11=1 I I-1 1=€I I I I 1=1 I I—III—III- ':u Y I_j I=1 11=1 fQ I I 1=1 11=1 I I— =111-1I I—II I—I I1=111=1I I—III—III—t=: ;; 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 -`I I I=1I1=1I I MATCHING EX. GRADE 1=1I I—I I1=1 ` i I1=1I I�I1= 00 0 0 0 0 0 0 © 0 0 0 0 0 o ;�=1-11511 —II1=III—III—III—II1= ;:;=; ;=:III—III—III— II—II1=111 :• III—II SLAB: o o o o 0 0 0 0 ® 0 0 0 0 0 0 _ ::I-1 I-1 11=1 I I-1 I I-1 III—I I • G" POURED CONC. 1=111=1 I-111- ` ' ' ; _ =111=111=1111 m LEVEL WITH EXISTING GRADE +4' CONC. DRY WELL PRECAST 8 ( ) R R I —III—III_II I=1 1=III p y"a WRAPPED W FILTERCLOTH -III- =I fl1 •�� 1 1 1 ON FILLED WELL TEMPERED BASE+ IFROST LI E - ------------ —Iili111f = RE[NFORCED W/#4 REBAR 12" =11 I I I=I I I—]I I—I I I=I I I—I I IM I I—I I I—I I I—I I I—I I I—I I I=I I I I I - — =III=III=III—III—III—III—III=III=III—III=III-T= O.C. BOTH DIRECTIONS SAND SURROUNDING WELL z FOOTING: • 12"x24" FOOTING W/ KEYWAY DRY WELL INSTALLATION DETAI L • REINFORCED W/#G REBAR 0 4' • MUST SIT BELOW FROST LINE V.=4' FOUNDATION DETAILS 0 4' 8' 1"=4' 24'-G" rr .. rr �� - u 2'-OV5g' 2'-23/811 ri 3' 10, 7'-3" TOP Of CONC. WALL A F I'. ELEV. +S' o N a 12' N - -- - +G' F.F. ELEV. ti r COVER ap d ° a 4 : p d °. A ±4' FIN. GRADE MATCHING EXISITING 01000000@0000000015 =1 I-1 1=1 I I-111=1 11=1 I I-1 I UI 4'x5'9" POURED CONC.-1 I-1 11=1 11=1 1=1 II I I I I� I I I I I �I I I I I I i I I I I I I I I ISI 11=1 11=1 11=1 11=1 11=1 11=1 I I� Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o p =1 I I_L=1_I 11=1 11=I� - I—I 11=1=1 I I I I I- III—III—i 11=1 I I—III—I 11=1 11=1 I z , —11=111=1I I—I I FEI I1—I I I= LANDING W/8 RISER =111=I I I=I I I-1I=1 POURED 10'X20' POURED CONC.=I II=111=111=I I I=111—I I I=111 O - 01000 0 0 0 © 0 0 0 0 0 00010 —III—I I I=1I I�I I— I I" TREAD STEP 1=11 1=11 1=111= -RgMP(6% SLOPE) I 11=1I I-ILI=11 1=111=111-1I I— v " 010000 0 0 0 0 0 0 0 0 0 0 0 i p =1 11=1 11=1 I. W O , =111=IIIA I I=111-1L-11 I-1I I I-1L-1 I I I=I I I=I I I=III=III=III=III=III-III-LII-III=III=III=III=III=III=III- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o r 0 �� OF ew - =1 I I=1 11=111-1 I I-11�—I 11=1 1=1 I I 11—Ill=1 11=►I I—1=III=11�=111-1 11=1 11—I 11=III=III=1T-1 I_H I I-I 11= 9 i 0 0 0 0 o 0 0 0 0 0 0 000010 �P Yo =1 I-1 L-1 11=1 1=1 I I-1 11=1 I I-1 1=1 I-1 III=1 11=1 I I-1 11=1 11=1 11=1 11=1 — - 5 �3• A� �� - - - - - - - - - — — 411 r. 5' .� FOUNDATION ELEVATION DETAILS APPLICANT: FOUNDERS LANDING BOATYARD, LLC. • o ADDRESS: P.O. BOX 2124 w 0 4 GREENPORT, NY 1 1944 DRY WELL DETAIL - TYPICAL �'� JOB SITE: 1000 TERRY LANE 09y ��' PREPARED BY: KS REVISED BY: KS o 4 /"0 A 5�OSOUTHOLD, NY 1 1971 C05TELLO MARINE CONTRACTING CORP, V=4' R�FessioNP� DATE: 07 00022, OG/OG/22, 05J) 9/22, P.O BOX 2124, GREENPORT, N.Y. 1 1944 (G3 ])477-1 199 (SHEET G of 1 2) 05/05/22, 04/14/22, 03/23/22, 01/14/22 FLOOR PLAN KEY DOOR o WALL WINDOW BARN DOOR rico SMOKE/CO ALARM 0 A B FIRE EXTINGUISHER 0 WINDOW TAG 34'-G" BLDG. #G OVERALL 59' BLDG. #5 OVERALL 3'-0" 3'-G" I'-G" Q DOOR TAG G'-8" I ri G' 13'-8" G' I G'-8" CV N N 2U N N m 33'-G" m N DOUBLE SLIDING J Lr. BARN DOORS lu s�co p ao BLDG. #G = 810.75 SQ.FT. b so BLDG. #5 = 13G3 SQ.FT. m o0 ao 0O IT (V N s�co N N u N © 58' 20 o 3c\l m 60 10 3° 3° Xb A B 30' 54'-G" 93'-G" TOTAL OVERALL OF NZIV YQ q�9A\SFr APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ool; ADDRESS: P.O. BOX 2124 ir FLOOR PLAN GREENPORT, NY 11944 JOB 51TE: 1000 TERRY LANE PREPARED BY: KS REVISED BY: KS o 10' FOA �O 057SOUTHOLD, NY 1 1 971 09 �� \ TM: #I 000-G4-3-I I C05TELLO MARINE CONTRACTING CORP. DA ROFEsStoNP' P.O BOX 2124, GREENPORT, N.Y. 11944 V=10' DATE: 07/22/22, 06/06122, 05/19/22, ( 05/05122, 04/14/22, 03/23/22, 63 I)477-1199 (SHEET 7 of 12) 01/14/22 ------------------------------ - 3 1 1 1 i U' J 1 LLU' V ID V LLU' 0 LLU' u u Q u 110 0U' 1 BLDG. #G = 810.75 SQ.FT. i s�co 1 1 . ---- ---- I II� i rico BLDG. #5 = 13G3 SQ.FT. It It 1 I �\ 1 1 c7 i9 Ute' E: t9 l 7 i9 7 E: c9 t�9 c7 c7 cU' C7 i9 i9 {9 U' 3 I 1 I 1 I 1 I � 1 i 1 \\` --- ELECTRICAL KEY ELECTRICAL NOTES 110 VOLT GROUND FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET I . ALL OUTLETS TO BE ON GFI CIRCUIT AND MUST BE ELEVATION + 10' 110 VOLT WATERPROOF GFI DUPLEX OUTLET 2. ALL INTERIOR OUTLETS SPACED 4' APART D LED LIGHT 3. ALL EXTERIOR OUTLETS TO BE ON GFI CIRCUIT AND WATERPROOF SINGLE POLE SWITCH 4. ALL INTERIOR LIGHTING MUST BE LED, CENTERED ON ROOM AND SPACED EQUALLY THREE-WAY SWITCH 5. ALL EXTERIOR LIGHTING MUST BE DARK SKY COMPLIANT CIRCUIT BREAKER PANEL G. VERIFY ALL ELECTRICAL LOCATIONS W/ OWNER WALL MOUNTED LIGHT ELECTRIC METER r rico SMOKE/CO ALARM ��P(E Nei..k �- FI * APPLICANT: FOUNDERS LANDING BOATYARD, LLC. PROP05ED ELECTRIC PLAN o ADDRESS: P.O. BOX 2124 0 10' w GREENPORT, NY I 1 944 JOB SITE: 1 000 TERRY LANE 1"=10' �O 0570` �'' SOUTHOLD, NY 1 1 971 PREPARED BY: KS REVISED BY: KSARGFESSIGNP�'� SCTM: #1000-G4-3-1 I COSTELLO MARINE CONTRACTING CORP. DATE: 07/22/22, OG/OG/22, 05/19/22, P.O BOX 2124, GREENPORT, N.Y. 1 1944 05/05/22, 04/14/22, 03/23/22, (G3 0477-1 199 (SHEET 8 of 1 2) 01/14/22 RIDGE RIDGE LINE - TOP OF I ROOF EL. +25.9 1' RIDGE RIDGE LINE -TOP OF METAL PANEL ROOF ROOF EL. +22.9 P W/VENTED RIDGE METAL PANEL ROOF I ICE SHIELD W/VENTED RIDGE UNDERLAY REQUIRED 6� -24" FROM EDGES ICE SHIELD UNDERLAYi 2 SCISSOR FRAMING '�� ALUMINUM REQUIRED-24" FROM • (2) 2"x I O" RIDGE GUTTERS 6p EDGES • 2"x8" RAFTERS 24" O.C. I I"x8" FASCIA BOARD ALUMINUM GUTTERS • 2"x4" BRACE 24" O.C. INLINE SCISSOR FRAMING 4 2 W/ RAFTERS I"x 12" SOFFIT WITH VENT Eo . (2) 2"x 10" RIDGE N ® WALLS I x8 FASCIA BOARD cv 2x4 COLLAR TIES 2"xG"STUDS • 2"x8" RAFTERS 24" O.C. m • 2"x4" OUTSIDE HANGERS • • 2"x4" BRACE 24" O.C. INLINE WALLS I"x 12" SOFFIT WITH VENT . 2"xG" CENTER HANGER- UP • 16" O.C. TYP. 3/4" BOARD BATTEN W/ RAFTERS I • 2"xG" STUDS — TO RAFT RIDGE • 4"xG" BOTTOM PLATE HARDIE BOARD CEMENT m • 2"x4" COLLAR TIES • 1 G" O.C. TYP. 3/4' BOARD * BATTEN HARDIE • I • 2"xG" DOUBLE TOP SIDING • 2"x4" OUTSIDE HANGERS • 4"xG" BOTTOM PLATE BOARD CEMENT SIDING • FULL DEPTH BAITS - �} PLATE r' • 2"xG" CENTER HANGER- UP • 2"xG" DOUBLE TOP • /e GYPSUM BOARD TYPE X . FULL DEPTH BAITS SEE DETAIL FOR HARDWARE /6 MIN. PLYWOOD PLATE /Is MIN. PLYWOOD 5/g' GYPSUM BOARD TO RAFT RIDGE SHEATHING WITH VAPOR SHEATHING WITH VAPOR • FULL DEPTH BATTS • FULL DEPTH BATTS BARRIER PROVIDE 8d TYPE X BARRIER PROVIDE 8d • 5/8GYPSUM BOARD TYPE X I • %5" GYPSUM BOARD COMMON NAILS @ 4' -� • SEE DETAIL FOR HARDWARE TYPE X I COMMON NAILS @ 4' Q t O.C. AT EXTERIOR ENDSQ { -— O.C. AT EXTERIOR ENDS F n. a.:. ... r. a' 'r.: n<rt; :.ter:...� - -;.�• - � FIN. DE MATCHES �+:� ,�,, ..,£<; ,.z.�<< GRA .•;- .a,... .:,, F . GRADE HES -1�. ,-� .�. IN RAD �..;,... ., �,. . �<�::.,...a :.;�,. I ... .q r. .t...t..r...s...raw.:... .-»r. ..a �^ .. - Q 1—1 111-i lI' l I I O �—II-11 11 EXISTING +4' — I -11—III—I -J11II— EXISTING +4' I I i I 1� = 11IU—I SII=III T—I 4" POURED CONC. II-1�1�1 4" POURED CONC. —I�- ? III—III—II=IF T a l I I-1 I I I I ,FLOOR EL. +G' I I-Iz -III FLOOR EL. +G I ! I II=I -1FOUNDATION WALL III D FOUNDATION WALL ! -111=1 - SEE DETAILS - SEE DETAILS Fi 24'-0" 24'-0" BUILDING #5 5ECTION VIEW BUILDING #G SECTION VIEW 0 5' 0 5' 1"=5' 2"x4" COLLAR TIES 111=5. RIDGE 2"x4" OUTER HANGER 2"x4" OUTER HANGER i 2"x8" RAFTER 2�4� CARRIAGE BOLTS TOP VIEW I-Y4,, CARRIAGE BOLTS GALV. W/ FENDER WASHER GALV. W/ FENDER WASHER 2"xG" CENTER HANGER (E F NEW 2"x4" BRACE y0 SPS .MgZZq 2"x4" OUTER HANGER 2"x4" OUTER HANGER F BOTTOM VIEW APPLICANT: FOUNDERS LANDING BOATYARD, LLC. � p ADDRESS: P.O. SOX 2 124 50550K fKAMING DETAIL w 1000 TE RT, NY 11944 _`" JOB SITE: 1000 TERRY LANE 0 5' c�� No, O5jo°�� �� SOUTHOLD, NY I 1971 PREPARED BY: KS REVISED BY: KS .o SCTM: #I 000-G4-3-1 I COSTELLO MARINE CONTRACTING CORP. 1"=5' gSg1o�P� DATE: 07/22/22, OG/OG/22, 05/19/22, P.O BOX 2124, GRFENPORT, N.Y. 1 1 944 05/05/22, 04/14/22, 03/23/22, (G31)477-1 199 (SHEET 9 of 1 2) 01/14/22 METAL PANEL ROOF W/VENTED RIDGE I ALL GUTTERS TIE INTO I DRY WELLS - SEE DETAIL jj a� ®, U 111 11 IINE 111111 1 I 3n BOARD BOA DCEEM NCATTEN EMENT T SIIDI G BUILDING #5 BUILDING #G WEST ELEVATION WEST ELEVATION METAL PANEL ROOF W/VENTED RIDGE I Nil�J N ALL GUTTERS TIE INTO DRY WELLS - SEE DETAIL 314" BOARD * BATTEN HARDIE BOARD CEMENT SIDING a a v a v BUILDING #G BUILDING #5 � Olt: N'E EAST ELEVATION EAST ELEVATION 3. A APPLICANT: POUNDERS LANDING BOATYARD, LLC. * ADDRESS: P.O. BOX 2124 o GREENPORT, NY 1 1944 JOB SITE: 1 000 TERRY LANE SOUTHOLD, NY 1 1971 PREPARED BY: KS REVISED BY: KS o 10' U'F� No 05700 ��� SCTM: #1000-G4-3-1 I C05TELLO MARINE CONTRACTING CORP. 10, ARoP�� DATE: 07/22/22, OG/OG/22, 05/15/22, P.O BOX 2124, GREENPORT, N.Y. 1 1944 FEssioN 05/05/22, 04/14/22, 03/23/22, (G31)477-1199 (SHEET 10 of 1 2) 01/14/22 RIDGE VENT GABLE VENT CUSTOM 10'x 12'-7 CARRIAGE SWING DOORS I 46 12 7/ K\ I I i D � D 17 D BUILDING #G SOUTH ELEVATION RIDGE VENTS GABLE VENTS CUSTOM 10x9'-7" CARRIAGE SWING DOORS I 12 dG II i I I I I 1 I ° i I D D as - �P E OF NES,Y .Mg22 OP`r 9� BUILDING #5 r � O NORTH ELEVATION n w 2 W SFO �O 05709 APPLICANT: POUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 AROFESSIOW, GREENPORT, NY 1 1944 JOB SITE: 1000 TERRY LANE 0 5, SOUTHOLD, NY 1 1971 PREPARED BY: KS REVISED BY: KS 5CTM: #1000-64-3-1 1 COSTELLO MARINE CONTRACTING CORP. ill=5, DATE: 07/22/22, 06/06/22, 05/1 9/22, P.O BOX 2124, GREENPORT, N.Y. 1 1944 05/05/22, 04114122, 03/23/22, (G31)477-1 199 (SHEET I I of 1 2) 01114122 WIRM A; L ---------------------------------- % ....................................................... DESCRIPTION Of OPERATION: OUR FLOOD BARRIER DOOR DAMS CAN BE ADJUSTED TO FIT MOST DOOP,WAYS, If YOU TO I N5TALL AN EXTENSION POLE: WISH TO PROTECT A LAPGER. ENTRANCE SUCH AS A GARAGE OR PATIO DOORS YOU WILL THE PRODUCT CONSISTS OF A CENTER PIECE, AND TWO WINGS. THE REQUIRE TO INSTALL ONE OR.MORE EXTENSION POLES (DEPENDING ON THE SIZE Of YOUR. o CORE A HOLE 55 MM (2. 1") THICK X I GO MM (G.3"), WINGS SLIDE IN AND OUT Of THE CENTER. PIECE, ALLOWING THE OPENING). If YOU ARE UNSURE HOW MANY BARRIERS AND EXTENSION POLES YOU REQUIRE e A METAL ROD IS SECURED INTO THIS HOLE AND COMES PANEL'S WIDTH TO BE ADJUSTED TO FIT A RANGE Of DOOR OPENINGS. TO SECURE YOUR. HOME PLEASE REACH OUT TO US AND WE WILL GLADLY A5515T YOU FLUSH WITH THE GROUND. THE WINGS ARE LINKED TOGETHER. 13Y A SCREW MECHANISM. THE e THE EXTENSION POLE CAN THEN CLIPPED INTO PLACE IN MOVEMENT Of THE WINGS 15 CONTROLLED BY A RATCHET HANDLE. FLOOD BARRIERS EXTEND FROM 750 MM - 1100 MM. (30.7" - 43.3") SECONDS. THE BARRIER HEIGHT 15 720 MM (25.3") DIRECTION OF MOVEMENT OF THE WINGS IS CONTROLLED BY A If:YOUR. ENTRANCE 15 LARGER,THAN 1100 MM YOU WILL REQUIRE TO INSTALL AN REVERSE BUTTON ON THE RATCHET HANDLE. SEALING Of THE DOOR. EXTENSION POLE TO CONNECT MULTIPLE BARRIERS.IS MAINTAINED BY A PATENTED, INFLATABLE RUBBER TUBE ARRANGEMENT, THAT SURROUNDS THE EXTENDED FRAME. WHEN THE EACH BARRIER COMES WITH AN INFLATABLE SEAL INSTALLED, AND ONE SPARE. PANEL 15 HELD IN POSITION BY THE EXTENDED WINGS, THE TUBE 15 INFLATED BY A MANUALLY OPERATED, BUILT-IN, AIR PUMP. THE AIR. SYSTEM HAS A BUILT-IN AIR PRESSURE GAUGE. 0 MRAWING FOR REFERENCE ONLY to SPECIFICATIONS: • u- "DRAWING FOP, REFERENCE ONLY MAIN BODY: A1552 100– GP,10 GLASS FIBRE REINFORCEMENT uj • INNER. MOULDINGS: POM M90-44 POLYACETAL • REINFORCEMENT: STAINLESS STEEL 304 0 • GEAR.SYSTEM: BRASS 0 -t-41" 31-411 1— • COMPRESSION SEAL:EPDM 40-50 SHORE A • INFLATABLE SEAL: (PATENTED) • PRODUCT f NER.GY SOURCES: a 00 A) MANUALLY GENERATED (GEARED) LEVERAGE, FOR, EXTENDING PANEL WIDTH. 00 15) MANUALLY GENERATED AIR,PRESSURE, TO INFLATE RUBBER SEAL. 0 4' 0 6' V 4' 1.1 6' 0 10, 11. 10' EXTENSION POLE INSTALLATION NOTES I . FOLLOW INSTALLATION INSTRUCTIONS FROM MANUFACTURER.ENTRY WAYS PROTECTED ENTRY WAYS PROTECTED BY DAM EASY FLOOD GATES BY DAM EASY FLOOD GATES 2. VERIFY WITH OWNER PRIOR TO INSTALLATION 3. SEAL HOLE FOR. POLE EXTENSION WITH POLYESTER. RESIN OF ttv 0 r 3. A APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 0 10, :z GREENPORT, NY 1 1944 0 JOB SITE: 1000 TERRY LANE 11. 10' SOUTHOLD, NY 1 1971 PREPARED BY: K5 REVISED BY: K5 % 5CTM: #I 000-G4-3-1 I oil ffimmDATE: 07/22/22, OG/OG/22, 05/15/22, C05TELLO MARINE CONTRACTING CORP. f 0 05'1 P.O E30X 2124, GREENPORT, N.Y. 1 1944 FESSI 05/05/22, 04/14/22, 03/23/22, (G31)477-1199 (SHEET 12 of 12) 01/14/22