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HomeMy WebLinkAbout50787-Z of souTyo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45786 Date: 11/22/2024 THIS CERTIFIES that the building COMMERCIAL Location of Property: 6565 Route 25 Laurel, NY 11948 Sec/Block/Lot: 125.-1-19.5 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 03/26/2024 Pursuant to which Building Permit No. 50787 and dated: 06/04/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built" additions and alterations to an existing commercial car wash as applied for per ZBA#7082 Special Exception dated 10/19/2017 and ZBA #7084 dated 10/19/2027. The certificate is issued to: Tisha Watroba Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50787 08/02/2024 PLUMBERS CERTIFICATION: Au o ize Signature o�SufFot,r�o TOWN OF SOUTHOLD ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BOLDING 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#: 60767 Date: 6/4/2024 Permission is hereby granted to: Watroba, Tisha 2655 Marys Rd Mattituck, MY 11952 To: legalize "as built" additions and alterations to existing car wash building as applied for per Planning & ZBA approvals. Additional certification may be required. At premises located at: 6566 Route 25, Laurel SCTM #473669 Sec/Block/Lot# 125.4-19.5 Pursuant to application dated 3/26/2024 and approved by the Building Inspector. To expire on 1214/2026. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $2,168.00 CO-COMMERCIAL $100.00 Total: $2,268.00 Building Inspector SO(/r�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Ca� sean.devlintown.southold.ny.us Southold,NY 11971-0959 OUNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Tisha Watroba Address: 6565 Route 25 city:Laurel st: NY zip: 11948 Building Permit#: 50787 Section: 125 Block: 1 Lot: 19.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: REP Electric License No: 46528ME SITE DETAILS Office Use Only Residential Indoor X Basement Service X Commerical X Outdoor X 1 st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures Bath Exhaust Fan Service 3 ph X Hot Water GFCI Recpt 3 Wall Fixtures 4 Smoke Detectors Main Panel 200X2 A/C Condenser Single Recpt Recessed Fixtures CO 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 4'LED Exit Fixtures Sump Pump Other Equipment: 3 Phase 200A Panel 40 Circuits / 5 Used, 3 Phase 200A Panel 40 Circuit/ & Used Notes: " AS BUILT NO VISUAL DEFECTS " Service & Some Lighting / Outlets Inspector Signature: Date: August 2, 2024 S.Devlin-Cert Electrical Compliance Form OF SOUTyOIo S `J 7 8, 7 # # TOWN(-OF SOUTHOLD BUILDING DEPT. °you 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/REBAR [_ ] ROUGH PLBG. [ ] FOUNDATION 2ND . [.., ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: h r YUA-)t/-CjV, WOJA OaQ 5 n S l 1' bililt 2 1 r aA ,OA 0� rrf Aa 4-0 0 m P a/4--1 amd 4,� o 1/017 - FMQ IA in lah ad ,f a -e. / �A �_o L/I J L) OL/4, pirt k o 4ul� 0 on 1-v A 0 ,, Ces4ta I &4104 `- r Cr r w a J1k DATE 2-1 INSPECTOR OF SOUTh°� # # TOWN OF SOUTHOLD BUILDING DEPT. coo 631.-765-1802 g INSPECTION* s � [ ] - FOUNDATION 1ST/ REBAR [ .] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ . ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i Q CoL& � Q S � (ten K7 , •� c �a,/�2/ W4q4_,,t k4 wk- n r Tw�w DATE yI INSPECTOR JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 D [� DD (631) 774 7355 Date: August 8,2024 A U G 2 3 2024 To: Town of Southold Building Dept. BUMMING DEPT. TOWN )F SOyJTH017 Re: Framing/Strapping/Foundation Inspection Permit# 50787 Warroba 6565 Rt. 25 Laurel,NY To Whom It May Concern: This letter certifies that Framing, Strapping, Foundation inspections were performed on the above mentioned building and all framing, strapping, and foundations were installed as per plan and Per New York S e Building Code. Any questions feel free to call. in rely, NEW;_ Jam eerkoski P.E. P EF � 1P �� ��� v!• of r n+< c_ a W Lij AR0 SS0, OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex `O .sou,, , P.O.Box 1179 54375 State Route 25 ' .Oy��1• - �0� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) . 4", Southold,NY Telephone:631 765-1938 www.southoldtownny.gov 54) F�DVIE PLANNING BOARD OFFICE1 D TOWN OF SOUTHOLD S E P 1 1 2024 September 11, 2024 DUMDING DEP T. TOWN OF SOUTHOI Williams C. Goggins, Esq. 13235 Main Road, P.O. Box 65 Mattituck, NY 11952 Re: Approved Site Plan for Country Car Wash Additions 6565 NYS Route 25, ±700' s/w/o Bray Avenue & NYS Route 25, Mattituck SCTM#1000-125.-1-19.5 Zoning District: B Dear Mr. Goggins: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the discussion at their April 8, 2024 work session, and the materials submitted to this department on August 23, 2024. The site is now in conformance with the Approved Site Plan shown on the survey for SCTM#1000-125.-1- 19.5 prepared by Nathan Taft Corwin III, Land Surveyor, dated November 30, 2015 and last revised October 20, 2016; and supports the issuance of a Certificate of Occupancy. This letter does not condone any other changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. s ect# ly,/e�'� ?__- James H. Rich III Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer 1' C. k r_ I t raw a,. .w • � � .yy� ;a n. T� � Y � P 40 ♦ - , I dr 1 w J y,�•+ I • a gnomes OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®� Qu P.O.Box 1179 54375 State Route 25 � 1�r�rf Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) ¢ Southold,NY 4 , Telephone:631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 11, 2024 Williams C. Goggins, Esq. 13235 Main Road, P.O. Box 65 Mattituck, NY 11952 Re: Approved Site Plan for Country Car Wash Additions 6565 NYS Route 25, ±700' s/w/o Bray Avenue & NYS Route 25, Mattituck SCTM#1000-125.-1-19.5 Zoning District: B Dear Mr. Goggins: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the discussion at their April 8, 2024 work session, and the materials submitted to this department on August 23, 2024. The site is now in conformance with the Approved Site Plan shown on the survey for SCTM#1000-125.-1- 19.5 prepared by Nathan Taft Corwin III, Land Surveyor, dated November 30, 2015 and last revised October 20, 2016; and supports the issuance of a Certificate of Occupancy. This letter does not condone any other changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. '#=C)y!y'A'A ?— James H. Rich III Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone 516-457-5596 Consulting Engineer - November 4, 2024 D_ esign, Inspection. Construction Page 1 of 1 Watroba- Country Car Wash Main Road-Rte 25 t Mattituck,N.Y. 11971 Project Identifier—Existing Structure and Site Plans Invoice Number—2 Invoice for Professional Services: Date Activi l Rate Hours Amount 00 Aug 2024 Site Work 225.00 2.0 450.00 Oct 2024 Revise Drawing 225.00 1.5 337.50 Oct;2024 Drafting 150.00 3.0 450.00 Nov 2024 Printing 5.00 20 100.00 Sub Total= 1337.50 Previous Invoice Balance: None Total Amount Now Due= $1337.50 i Please mail payment in full,to address above. Thank You, Nicholas J. Mazzaferro "' ` E Cr-" E U E fp (_. NOV 1 g 2024 Build ig DerjartrnelZt FIELD INSPECTION REPORT DATE COMMENTS Qn ►o O � FOUNDATION(IST) ------------------------------------ FOUNDATION (2ND) m ; z 0 ROUGH FRAMING& PLUMBING •� 4 Fi r INSULATION PER N.Y. y STATE ENERGY CODE VIA S r � , i k/l FINAL ,�/� 1�1�> W rm;p ' 1 , ADDITIONAL COMMENTS UP f G `\ �12 �-tt,,c rio,rr Z q • 11 a r e - rhamad ro Q( z x y x d b ►-3 i glfFF�l�-�, i TOWN OF SOUTHOLD 1 BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov ,I Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 4.� PERMIT NO. f Building Inspector: Applications and forms must be filled out in their entirety. Incomplete :e t< applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization:form(Page 2)shall be completed. Date:March 19, 2024 OWNER(S)OF PROPERTY: Name:Tisha Watroba FCT"-1 000-125 1..00-01.00-019.005 Project Address:6565 Route 25, Mattituck, New York 11952 Phone#:631-298-1714 Email:gogginslaw@gmail.com Mailing Address:P.O. Box 1502, Mattituck, New York 11952 CONTACT PERSON: Name:William C. Goggins Mailing Address:P.O. Box 65, Mattituck, New York 11952 Phone#:631.298.4818 Email:gogginslaw@gmail.com DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: - ------ PMTH.- CONTRACTOR INFORMATION: Name: Robert Paladino d/b/a REP Electric Mailing Address: P.O. Box 635, 11200 Main Road Phone#:631.298.9602 Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure 01-4ddition VAlteration RRepair ❑Demolition Estimated Cost of Project: ❑Other l=;;actin Fla�trir�al Ra aim r aS �ttj-�S $500.00 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property: Car Wash Intended use of property: Car Wash Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to General"Busines"s Zone this property? []Yes ®No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations;or for removal or demolition as 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 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):William C. Goggins BAuthorized Agent ❑Owner Signature of Applicant: Date: March 19, 2024 STATE OF NEW YORK) COUNTY OF SUA&K ) William C. Goggins being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Attorney (S)he is the (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 7qa) 19th March 24 4w-- day of ,20 DONNAM. PALMER Notary kblic NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 PA5069978 Qualified in Suffolk Coun%gPl tOPERTY OWNER AUTHORIZATION Commission Expires December 9, (Where the applicant is not the owner) Tisha Watroba 2555 Mary's Road, Mattituck, New York I, residing at William C. Goggins do hereby authorize to apply on MOwner's wn of S uthrldBuilding Department for approval as described herein. WuL, March 19, 2024 gnature Date Tisha Watroba Print Owner's Name 2 OFFICE LOCATION-. MAILING ADDRESS: Town Hall Annex so P.O.P.O.Box 1179 54375 State Route 25 �d �� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone:631 765-1938 Cac www.southoldtownny.gov ® • yQ PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 9, 2018 Mr. Roman Watroba 70 Pinewood Road Cutchogue; NY 11935 Re: Approval -Amended Site Plan for Country Car Wash Additions 6565'NYS Rt. 25, ±700' s/w/o Bray Ave. & NYS Rt. 25, Mattituck SCTM#1000-125.-1-19.5 Zoning District: B Dear Mr. Watroba: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, January 8, 2018: WHEREAS, this proposed Amended Site Plan is for two roof additions at 24' x 32' and 24' x 28' (1,440 total sq. ft.) to an existing 960 sq. ft. car wash facility on 0.918 acres in the General Business Zoning District, Mattituck; and WHEREAS, on June 17, 2016, Roman Watroba, owner, submitted an Amended Site Plan Application for review; and WHEREAS, on July 8, 2016, the Planning Board found the application incomplete for review and required revisions and additional information; and WHEREAS, on July 19, 2016, Roman Watroba, owner, submitted revised Site Plans, remaining application fee and additional information for review; and WHEREAS, on August 8, 2016, the Planning Board formally accepted the Amended Site Plan Application as complete for review; and WHEREAS, on August 8, 2016, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act(SEQRA) 6 NYCRR, Part 617, determined that the proposed action is a Type 11 Action, as it falls within the following description for 6 NYCRR, Country Car Wash Page 2 Januar r9. 2018 Part 617.5(c)(7) construction or expansion of a primary or accessory/appurtenant, non- residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a Use Variance and consistent with local land use controls, but not radio communication or microwave transmission facilities; and WHEREAS, on August 15, 2016,the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, the proposed action is exempt from review by the Suffolk County Planning Commission (SCPC); and WHEREAS, on August 25, 2016, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on August 25, 2016, the Architectural Review Committee (ARC) approved the proposed action as submitted; and WHEREAS, on September 12, 2016, a Public Hearing was held and closed; and WHEREAS, on September 20, 2016, the Mattituck Fire District determined there was adequate fire protection for the site; and WHEREAS, on September 22, 2016, the Southold Town Engineer reviewed the amended application and required revisions to the Site Plan in order to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on September 22, 2016, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, at a Work Session on September 26, 2016, the Planning Board reviewed the proposed application and required revisions to.the Site Plan and additional information; and WHEREAS, on October 25, 2016, Roman Watroba, owner, submitted revised Site Plans and additional information as required; and WHEREAS, on November 7, 2016, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations,Article XXIV, §280—Site Plan Approval of the Town of Southold,were met; and WHEREAS, on November 16, 2016, a revised Notice of Disapproval was issued by the Building Department requiring the applicant to obtain an area variance and special exception from the Zoning Board of Appeals (ZBA) for the proposed action; and Country Car Wash Page 3 January 9. 2018 WHEREAS, on November 8, 2017; the ZBA granted the Special Exception and variances as requested pursuant to ZBA files #7082SE and 7084; and WHEREAS, on January 5, 2018, the Southold Town Chief Building Inspector reviewed and certified the proposed automobile laundry, by special exception, as a permitted use in the General Business (B) Zoning District pursuant to ZBA file#7082SE; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the Amended Site Plan with one (1) condition, as shown on the survey for SCTM#1000-125.-1-19.5 prepared by Nathan Taft Corwin III, Land Surveyor, dated November 30, 2015 and last revised October 20, 2016. Condition 0 All exterior signage shall meet the requirements pursuant to Article XIX Signs of the Southold Town Code. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, Within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. Country/ Car Wash Page 4 January 9. 2018 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: , Applicant/Agent Signature: Date: OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 �• �VqN SaUr�®�, Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) ti Southold, NY Telephone:631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 9, 2024 Williams C. Goggins, Esq. 13235 Main Road, P.O. Box 65 Mattituck, NY 11952 Re: Extension of Approval Amended Site Plan for Country Car Wash Additions 6565 NYS Route 25, ±700' s/w/o Bray Avenue & NYS Route 25, Mattituck SCTM#1000-125.-1-19.5 Zoning District: B Dear Mr. Goggins: The following resolution'was adopted at a meeting of the Southold Town Planning Board on Monday, April 8, 2024: WHEREAS, this Amended Site Plan is for two roof additions at 24' x 32' and 24' x 28' (1,440 total sq. ft.) to an existing 960 sq. ft. car wash facility on 0.918 acres in the General Business Zoning District, Mattituck;and WHEREAS, on January 8, 2018, the Planning Board granted approval with conditions, to the site plan as shown on the survey for SCTM#1000-125.-1-19.5 prepared by Nathan Taft Corwin lll, Land Surveyor, dated November 30, 2015 and last revised October 20, 2016; and WHEREAS, on July 8, 2019, the site plan approval expired; and WHEREAS, on March 20, 2024, William Goggins, attorney for the applicant, submitted a letter requesting a site inspection for Certificate of Occupancy and an Extension of Site Plan Approval with provided reasoning as detailed in the April 8, 2024 staff report; and WHEREAS, at a Work Session held on April 8, 2024, the Planning Board reviewed the application and determined that the expired Site Plan remained in compliance with current rules and regulations; therefore be it t Country Car Wash Page 2 April 9, 2024 RESOLVED, that the Southold Town Planning Board grants an Extension of Amended Site Plan Approval for one (1) year from April 8, 2024 to April 8, 2025 to the Site Plan as shown on the survey for SCTM#1000-125.-1-19.5 prepared by Nathan Taft Corwin III, Land Surveyor, dated November 30, 2015 and last revised October 20, 2016. If you have any questions regarding the above, please contact this office. Respectfully, H- James H. Rich III Chairman cc: Michael Verity, Chief Building Inspector SURVEY OF PROPERTY SITUATE �1 MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-125-01-19.5 �Q� yo ti SCALE 1"=30',lo,'' r� NOVEMBER 30, 2015 �2ptr s• JUNE 7, 2016 ADDED SITE PLAN .(2�y •.••::u:'. `,,&• OCTOBER 20. 2016 REVISE PER TOWN PLANNING BOARD LETTER 09/27/2016 T._ :':�:•:•.:•.;:::;;:::•:- U,0, AREA = 40,005 sq. ft. 0.918 cc. Q b^ ••• d DRAINAGE.SYSTEM CALCULATIONS' v we NEW ROOF STRUCTURES N0.'s 1 &2:872 sq.If. 9 P 872 sq.f1.X 0.17=149...11. 149 cu.If./42.2=3.5 Verli-i rl.01 8'OR,.I...hing peal roquir0d y`o PROVIDE(1)B'Of..X 4'high STORM BRAIN POOL •9,y y,n' — NEW ROOF STpUCTURE No.3:768 zq.I`• 4SF+T' 'A� 768 cq.ff.%0.17= 131 cu.II. 137 cu.ff./42.2=3.1 verlicOl If.Of e'di..IeOching pOOI roqulrad y •:�� �, PROVIDE(1)8'dT..X 4'high STORM DRAIN POOL y `••• • Cn ' `•�+"• � p11REINC s. CALCULATION: PARKING REQUIRED:•• •. - • ::•:�J• 7 EMPLOYEE PARKING SPACES op (1 PARKING SPACE PER EMPLOYEE z 7 EMPLOYEES) 10 PARKING SPACE QUEUING ONE 17 TOTAL PARKING SPACES REQUIRED :: •- `• �. • �.- 22 PARKING SPACES PROVIDED g 7• �•' ` NO1.LL ROOF RUNOFF TO BE DIRECTED TO ORYWELTS BY GUTTERS AND LEADERS. F ,';" .'., ...> �'• s.•, BUILDING COVERAGE T ,•aa$- �,{ $+) r.• DESCRIPDDN AREA N LOT COVERAG M -- �d,'• / g t:III '.a.. TOTAL BUILDING :.5>G '1 � .�.:•:.• GaNM1°'� ,¢ `'n. •.•L '£.••i. l'g'Y�b. .R.ff. 'lfl,�'I SHED 95 ay.f1. G.RK �'yo •s. •-. :! RECEIVE TOTAL A.R55 9.11. 6.8K MAY 1)v 9D17 • t - � LANDSCAPE COVERAGE '•-�,'.•'- x�` - - DESCRIPDON I AREA K lGT cov[RAG 911 ZONING BOARD OF APPEALS . LANDSCAPE AREA I°A25 - ".- :° :-•4'••':.•µme- ) .;y .., v44 LANDSCAPE AREA d0'.a0f'o•P�'F�� ,.. "••' •I•••• '..:••••fit�...•.: _�o/�../ .�V'6 w^`�9 AO ;.. � � •�\\ �d�-pv�_` ��- / � PREpAeEO u E Rrm IP[vunAN a F 1' _ }y �„�'-_:l f.. •_ 6\ FI'4 4L MAP o :rz o R[ rlEWED BYTZBA "E o,r-4,� 8 �„� 1• : CGSION# SAP7 S._. LL; N.Y.S.Lie.NO.50467 ' I E.AU[AA14N 0a AOWRON TOTD 1HIS SUR,Tf G A V4ARGN of JG�;7u"P`NQ 0RN AT"h Nathan Taft Corwin III `—.°r—SURVEY—l.OT.-- Z°° Land Surveyor TO 6E A v mu,OOIM. m RERLvu su1L nuN IOfTO IRE AND ONT r69 RxOv M!NMY �Rt9IwpO AND ON GxuF ro txE Suemso•To:ASIO*y:uech J.I—.Jr.l.i LEI rvG a6TM mN NDEDV'�ivp JwePh A.In9sPIo l9. NnOTMnE.—r roCA n.1�`DRunsmwne_ IE. The sump—S.Ixt wu— S1,Pbv— C !Fucam Loyvul PHONE(631)727-2090 FOR(631)727-1727 1N[E%IsrIN.OF.—OF rrAT CIFM IDEATED AF WNNO ADDRESS AND/OR EASENEMS OF RECORD.IF 15B6 MR..Rood P.O.Bo[16 107 SHOVRI ARE NOT CUARANTEED. JOmespON.KIM Yo,R 11947 JOme 1.N.Yoh 11947 32-03 C 0 O O W Z N _ n PHOTO I ell � t O 3 k w y° Y, 1Pd I 3 S o 1_ A lam. •�� Q 110 PHOTO 2uGi el PHCYT0 4 PHOTO 3 PHOTO 3 O oO' •�,- ;�. k}•-,aye i ~Yr:�.s # 1 f��� (..) .ems} CC C^ C^ f��.T �k u �Q 4, ,ate q,, y w °1 11011 PHOTO In4 `j�.l. t •- a_ o SL D� ti - f• 1 a 'S''� L' �^' •�.. `.°. PHOTO ri- !p ?S`> PHOTO I �' \p9-G.,.;� '• — o o� 1 ;......; R �5l I g m S. j Op PHOTO KEY 5}IE-SCALE: '= --0' O Cn FINAL MAP 5CfM: 1000-125-1-19.5 �F z s ,zti9 PEVIEWED BY ZBA Information taken from survey preparedy UAy g C e b 2511 ,, zoo E_CIS10N Vr 1021 Nathan Taft Corw m,Land 5urveyor, - ,J—D /V; � I—� Jame5port,New York ZONINcnonwoF0 Z z D JL most recently updated 5eptember 27,2016 0_ 3 U1 0 Photos taken and provided by property W owner,April 2017 C, PAGE: key uxwrm�/muaanwarnmrmvro ma ew..wwc�rm ursnammirrsv�na.,mavcr5rc�zas oimrxr9./r xwncsiuw BOARD MEMBERS �F$�(/T Southold Town Hall Leslie Kanes Weisman,Chairperson �� 6'p 53095 Main Road•P.O.Box 1179 h0 �O Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes ,c Town Annex/First Floor,Capital One Bank Gerard P.Goehringer �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento �yCOWN Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 RECEIVE® FINDINGS,DELIBERATIONS AND DETERMINATION OET 2 3 26 71 nA MEETING OF OCTOBER 19,2017 'ZBA FILE No.:7082 SE Sout old Town Clerk NAME OF APPLICANT: Roman Watroba (Country Car Wash) PROPERTY LOCATION: 6565 Route 25,Laurel,NY 11948 SCTM# 1000-125-1-19.5 SEORA DETERMINATION: The Zoning Board of Appeals has visited the- property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 9, 2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. TOWN OF SOUTHOLD PLANNING BOARD: The application was referred to the Southold Town Planning Board for comments relating to the as built additions. The Planning Board, in their memo dated September 28, 2017 stated that the board generally has no objection to the Special Exception and side yard setback relief due to the fact that the existing building, and use thereof, received site plan approval in 1985. Moreover, the site is being improved with additional roof cover and will have space to accommodate sanitary,stormwater and.parking requirements. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 40,005 square foot parcel located in a General Business(B)Zoning District. The parcel measures 150.2 feet along the southerly lot line fronting NYS Route 25, measures 251.08 feet along the westerly lot line, measures 141.5 feet along the northerly lot line abutting Long Island Rail.Road tracks, and measures 305.19 feet along the easterly lot line. The property is improved with a one Story Stucco building, a new roof structure attached to the easterly side of the principal building , a new roof structure over concrete and metal rails attached to the rear side of the principal building, a frame shed,a metal container, paver walls,and a sign. All is shown on a survey prepared by Nathan Taft Corwin last revised October 20,2016. BASIS OF APPLICATION: Request for Special Exception per Code Section 280-48B 11, the applicant is requesting permission to legalize "as- built" additions to an existing car wash(automobile laundry). Page 2,October 19,2017 #7082 Special Exception(SE),Country Car Wash—Watroba SCTM No. 1000-125-1-19.5 RELIEF REQUESTED: The applicant has made improvements to an existing commercial car wash and desires to legalize"as built"additions and alterations. The car wash originally received site plan approval by the Southold Town Planning Board on July 25, 1983. ADDITIONAL INFORMATION% The applicant testified that the intent of the addition to the westerly portion of the parcel, i.e. new roof structure over concrete, and shed, is to provide shelter for a New York State Department of Conservation required water recycling system. The applicant testified that in order to install a water recycling system, and operate it efficiently, with an enclosure over the system was constructed to protect it from the elements. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 5,2017 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280-142 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. The car wash originally received site plan approval in 1985 and has been in operation since then with no detrimental impacts. B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts. The proposed car wash is a permitted use in this zone and was established subsequent to a site plan approval in 1983. C. That the safety, the health, the welfare, the comfort, the convenience or the order of the town will not be adversely affected by the proposed use and its location. The car wash has legally been in operation since 1983 and the use will not change. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance. The size of the car wash conforms to zoning. The neighborhood is a commercial neighborhood. F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection. G. That the proposal shall comply with the requirements of Chapter 236, Stormwater Management Page 3,October 19,2017 #7082 Special Exception(SE),Country Car Wash—Watroba SCTM No. 1000-125-1-19.5 BOARD RESOLUTION: In considering all of the above factors, motion was offered by Member Dantes,seconded by Member Planamento, and duly carried to GRANT, a Special Exception, as applied for, and shown on the survey prepared by Nathan Taft Corwin,III,L.S., last revised October 20,2016 and the architectural plans(pages key, and 1 thru 4) prepared by James Deerkoski,PE and Nancy Dwyer Design Consultant,dated April 7,2017. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Pursuant to Section 280-141(C)"a special exception approval shall be valid for a period of six months but may be extended for one additional six-month period by the Zoning Board of Appeals within the requirement of new public notice of hearing.A continuing or permanent land use authorized by a special exception approval,which use is undertaken or begun during the period of validity of such approval,shall thereafter be deemed a lawful use..." 2. The applicant must obtain site plan approval from the Planning Board.Failure to do so will render this permit null and void. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued NOTE: Any violations of the conditions, occupancy or other requirements described herein, may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception permit as granted herein. Vote of the Board. Ayes:Members Weisman (Chairperson), Dantes, Planamento, and Acampora. (Member Goehringer absent) This Resolution was duly adopted(4-0). ra- Leslie Kanes Weisman Chairperson Approved for filing ��/ /2017 J BOARD MEMBERS craF S0 Southold Town Hall Uslie Kanes Weisman,Chairperson �� yQ 53095 Main Road-P.O.Box 1179 ti0 l0 Southold,NY 11971-0959 Patricia Acampora [ Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank Gerard P.Goehringer ® ^��� 54375 Main Road(at Youngs Avenue) Nicholas Planamento lyCow Southold,NY 11971 http://southoldtownny.gov - ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 RECEIVED` de FINDINGS,DELIBERATIONS AND DETERMINATION T 2l 2017 MEETING OF OCTOBER 19,2017 ZBA FILE#7084 Sout Id Town Clerk NAME OF APPLICANT: Roman Watroba (Country Car Wash): PROPERTY LOCATION: 6565 Route 25 Laurel,NY 11948 SCTM# 1000-125-1-19.5 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review as confirmed by the planning board in a letter dated August 9, 2016 falls under the Type 11 category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 9, 2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed'under the Minor Actions exempt list and is not subject to review under Chapter 268. TOWN OF SOUTHOLD PLANNING BOARD- The application was referred to the Southold Town Planning Board for comments relating to the proposed building addition. The Planning Board, in their memo dated September 28, 2017 stated that the board generally has no objection to the Special Exception and side yard setback relief due to the fact that existing building, and use thereof,received site plan approval in 1985. Moreover,the site is being improved with additional roof cover and will have space to accommodate sanitary, stormwater and parking requirements. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 40,005 square foot parcel located in a General.Business (B) Zoning District. The parcel measures 150.2 feet along the southerly lot line fronting NYS Route 25, measures 251.08 feet along the westerly lot line, measures 141.5 feet along the northerly lot line abutting Long Island Rail Road tracks, and measures 305.19 feet along the easterly lot line. The property is improved with a one Story Stucco building, a new roof structure over concrete attached to the easterly side of the principal building , a new roof structure over concrete and metal rails attached to the rear side of the principal building, a frame shed, a metal container, paver walls, and a sign. All is shown on a survey_prepared by Nathan Taft Corwin last revised October 20,2016. BASIS OF APPLICATION: Request for a Variance under Article XI, Section 280-49 and the Building Inspector's May 11, 2017, Notice of Disapproval based on an application for a permit to legalize "as-built" additions and alterations to an existing car wash (automobile laundry; at: 1) less than the code required minimum side yard setback of 25 feet; at: 6565 NYS Route 25,Laurel NY.SCTM#1000-125-1-19.5. Page 2,October 19,2017 #7084,Country Car Wash SGTM No. 1000-125-1-19 5 RELIEF REQUESTED: The applicant requests a variance to legalize"as built"construction to the westerly side of the principal structure measuring 16 feet from the side yard property line where the code requires a minimum distance of 25 feet ADDITIONAL INFORMATION: The applicant testified that the New York Department of Environmental Conservation required the car wash to install a water recycling system. In order for the system to operate efficiently the applicant installed it on the west side of the building. The applicant built an enclosure over the system to protect it from the elements and this enclosure is what is creating the non-conforming side yard setback. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 5,2017 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject business is surrounded by primarily commercial and business operations. The applicant was required to install the water recycling system in order to protect the neighborhood's ground water. The as built addition built to shelter a water recycling system will not produce an undesirable change since the side yard has a large berm and mature landscape screening that shields the addition from view of the adjacent property and a legal fence that shields the view from Main Road/NYS Route 25. 2. Town Law 4267-b(3)(b)(2).The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could install the water recycling system and cover in a code conforming location. However, this would require the applicant to pump the water further away from the washing system and the system would not function as effectively or efficiently. 3. Town Law§267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 46%relief from the code. However, the non-conformity was created by the New York State Department of Conservation's (NYSDEC) regulation and the need for the equipment to function efficiently by being in close proximity to the other mechanical systems used in the car wash.. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and obtain an updated site plan approval from the Planning Board. 5. Town Law 4267-b(3)(b)(5). The difficulty has not been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.However the applicant could not foresee what environmental regulations would take effect and how he would best be able to meet the environmental regulations. 6. Town Law $267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a shelter to house a required water recycling system while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. Page 3,October 19,2017 #7084,Country Car Wash SCTM No. 1000-125-1-19.5 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Planamento, and duly carried,to GRANT the variance as applied for, and shown on the survey prepared by Nathan Taft Corwin, III, L.S., last revised October 20, 2016, and the architectural plans (pages key and 1 thru 4) prepared by James Deerkoski, P.E., and Nancy Dwyer Design Consultant, dated April 7,2017. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson), Dantes, Planamento, and Acampora. (Member Goehringer absent) This Resolution was duly adopted(4-0). Leslie KaneA Weisman Chairperson Approved for filing A �� /2017 SURVEY OF PROPERTY SIT UATE q.1 MATTITUCK TOWN OF SOUTHOLD L SUFFOLK COUNTY, NEW YORK �•l�) S.C. TAX No. 1000-125-01-19.5 SCALE 1"=30' NOVEMBER 30, 2015 DUNE 7, 2016 ADDED SITE PLAN TOW OCTOBER 20, 2016 REVISE PER TOWN PLANNING BOARD LETTER 09/27/2016 AREA = 40.005 sq. f1. 0.918 ae. (O b1 •.•+Q;d A_R9INACE SYSTEL/CAf.CULATIONS: Y d NEW ROOF STRUCTURES No.'a I h 2:872 aq.11. e P 872 sq.ft.%0.17=149 cu,ff. ° �� 149 cu.f1./42.2=3.5...H..1 ft.of B'dio.leaching pool req.[,.d v yG PROVIDE(1)B'dl..X 4'high STORM DRAIN POOL NEW ROOF STRUCTURE No.3:768 q.II. • r,V' Ty�� 76 B aq,fl.%0.17=131 cu.11. 'a fC 131 cu.II./42.2=3.1 ver1ic01 f1.of B'dio.leaching pool required y .::• PROVIDE(1)B'div.%4'high STORK GRAIN POOL y •. _ PARKING CALCULATION. PARKING REOUIREO: ••• 4j - ]EMPLOYEE moo, PARKING SPACES •F {• " .. (1 PARKING SPACE PER EMPLOYEE z 7 EMPLOYEES) L '• �f'"��`dp5: t•, `; _ - 10 PARKING SPACE QUEUING LINE 17 TOTAL PARKING SPACES REQUIRED .• .••:•• T''N 22 PARKING SPACES PROVIDED NOTES �-: :: ' 8!R. =l'.-• •• •� •• �\ 1.ALL ROOF RUNOFF TO BE DIRECTED TO ORYWEU-S BY GUTTERS AND LEADERS. BUILDING COVERAGE � •::. T ,L�_ '_ ,�•;, : _ DESCRIPTION z LOT COv[x4t .5 - -:; - TOTAL BUILDING p2 l'S%::•'- ,� ��pp°'��*tt' l 1 �L SHEO W l :''::: y. •9a�Te' '. - 1� TOTAL D.66s aq.fI. B.6K r'yo •3'A':,�." n0o ob��$�i,s - _ p,,Y�� �/� LANDSCAPE COVERAGE DESCRIPTION AR[A %LO}COKWG .y4' O q9• -.•. LANDSCAPE AREA 16,BI3 aq.Il. 42AK LANDSCAPE AREA ��a'�,P '�:sue,.• }•. !` .. .• ..-.:��.:-:�::�:: � � d°6•y a3p . Ix" �n APPROVED BYED m ACO�DNtt4-N�E RNPw ADOPTED v�mhD AV [o A,sx:roRv"',¢Ne.—K—1—1 �_ PLANNING BOARD s N o L ` lJ . Q TOWN OF 50LITHOLD 11 GFk-F'► DATE a<" 9` •.. QyT c ��oo,w `•ply g Y' �'_—"(�L�, •,1� � 9 1�' 5 7,•,2 N.Y.S.Uc.No.50161 sz. THE° DS �5 H M04ipN OD ^°°I.�W° "`"°°—T'"� Nathan Taft Corwin III .1.OF TNrs suR,rr wa NIT 6DAvfFA eumNc NBAE EAVO "6'N.P.D Land Surveyor [O SUL1q[fA"P°m BE WxS001ED aav ro T"i r�x InR mlo'�sm�AY �mL[ P%W.119 ENML R�GEn[Y w Sucaaso.To:St.m J.hnkren,JT.L5. usrm xOq'ax.AAv Jea A hgeq.L.S.MNti eFA mx9 iu6 iPUNER°eLE. NIT,Surrey-SuOd'-Sile Nov- —I—Non L—.f PHONE(631)727-2090 Far(631)727-1727 THE EXISTENCE Or RIGHTS Or WAY OFFICES LOCATED AT V.UlC ADDRESS INO/OR EASEMENTS OF RECORD,IF 15BS U."Rood PA.8'.•fi ANT,NOT SHOWN ARE NOT GUARANTEED. JO MoN,NsW YoM1 11947 JRxaped,New York 11947 SURVEY OF PROPERTY SITUATE 1 MATTITUCK 1 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-125-01-19.5 SCALE 1"=30' 4L� b� s NOVEMBER 30, 2015 �V �o6e �3 JUNE 7, 2016 AREA= 40.005 SO. ff. u>0,' 0.918 Oc. % a O / v0 d1 /�aa a ONAINACF- SYSTEM CAI.CUTAPIONS: a NEW ROOF STRUCTURES Nv.'s 1 k 2:872 zq.ff. p 872 Sq.It.X 0.17=149—fl. 149.U.ft./42.2=3.5 vertical ft.vt 8'di,.1-1,1v9 pool required o PROVIDE(1)8'dta.X 4'high STORM DRAIN POOL • �. zd yam- I NEW ROOT STRUCTURE No.3:768 sq.H. "M •p ]18 sq.It.X 0.17=131 cv.it. 131.O.It:/42.2=3.1 vv 11-1 It.Of 8'dla.leaching pool required PROVIDE(1)8'di..X 4'high STORM DRAIN POOL 2 •• 1 C�A+ u JVOTES_ Q• ••S • @y � 1.ALL ROOF RUNOFF TO RE DIRECTED TO DRTWELLS BY GUTTERS AND LEADERS. ,s0. ,z• .- ..• - Fy •Py "/ s•�,ac,d"aF-•-'./Y'.;" .'-•.ty,•: qy.,'Z�yST 'F�,l e+N_ '(.4 •T6 t'� `t'yi'8„`� pkq 111 E00S x 4 /�q>�•-.� � °yam ��`�T� �a u U JUN 17 2015 D .. � Ap �( f samnlla Tgwn oR—.rmx THE ulwrw I e ? .vx F\. .:. `�p9 6�.• EmE.Asacu�e ..r�"`i°HEzcPRHPN-opmw"6NSTAIE_u�"'rt°J<-,. 1 t d'. 5 \•fig �T3J- ❑c.No-SO467 �2•Z9 \ - uvwmoAzEG ALTERVON m+Avpmax N N WTroR� "h Nathan Taft Corwin III Ew I.D SURrEr eEARu:c " µ �-C.G W Land Surveyor TsvE svPv l' H. EPA ptD.AANO Ox'�KH'9a�NF lO r,K Successor Te:Stanley J.Iz°4aen,Jr.L5. Avr.ewERNMCNDL AUNCY Axa Joseph A In9egn°LS. o'HE�zxiuwxusna°sF IN`N"a�TaE'E�"nois'e.F�x+el me Sa. y,-soedn ereaz-Sle Plan,- eoocl—U< Lr l GM PHONE(631)727-209D Fax(831)727-1727 THE EXISTENCE OF RIGHTS Or WAY DIMES LOCATED AT MAILING ADDRESS AND/OR EASCMENTS OF RECORD.IF 1596 Vcln Raul P.O.Bes 16 ANY,NOT SHOWN ARE NOT GUAHA-0. JemesparL Nee Yoh 11947 Jmn ,.M Ne.Y-11947 'J—ft l CAR WASH = W N w Q N REPAIRS TO EXISTING CANVAS AREA5 zQ O D Q DIETING CANVAS AWNING OVER CONCRETE PAD TO BE REMOVED. NEW WOOD FRAME WALLS t ROOF y U AROUND SHED STORAGE AREA 3 � n / FRINOPLE STRIImu O REMAIN AS EXISTING _ EXISTING CANVAS C STEEL FRAME ?+ 0 a TO BE REMOVED.NEW WOOD FRAME E DROPPED CANVAS EXTERIOR I V tf (n 'Ad Q w U � FRONT ELEVATION SCALE:;=V-O' Z O U • ;; 1,�+����- --- -_ O Q� MAP _ �•i .a� FINAL m �r"J,J11 REVIEWED BY ZBA w 1' SEE DECISION# 0$ � c i ATE _ o_ L L- I J`` .. 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NEW DD PRAM[WADS t ROOF t AROUND SHED STORAGE AREA � N N q � 0 DROPPED CANVAS IN PROM OF NEW 2.4 STUD PRAMS WALLS I O Z' N IXISYING CONC ..�BUILDING t EOUENT '`TO REMAIN AS OK I }2 BACK ELEVATION Z SCALE:i=1-0. O c� i 2_S1(LVL RIDGE. MSTING CONCRETE CTURZ 51MP50N C520 BEHIND TO REMAIN CONNECTORTTYP.AW 1GJ'5TANDING SEAMMETAL ROOF(I Bgauge)OVER 2a4 LATH BOARDS®3G'O.G. Q _. 2-}•C.B.THRU C.T.t R.R O C EACH RAFTER- lz. 7J'B Ww FULL PLYWOOD NGGTH OF 2AG PLATE t VERTIW. ',b- SIMPSON H7 LONNFGTOR W w 2 _- I WALL STRDNGBACK FRAME _ IaB FASCIAM VENTED 50FFTT Q 2 2,G CONTIHI]OU5 2.G CR055 TIES Q IV O.C. 2-9}'LVl RIM/PLATE Q U BLOCNNG C 2a6 STUD FRAME ME OR kn (- DROPPED CANVAS IN PROM OP WALLS w1 r PLYWOOD SHEATHING C O NEW 2a4 STUD FRAME WALLS G EXISTING CONCRER i Q t- BUILDING t EQUIPMENT d IL TO REMAIN AS IS _ _ \ 2•%G'ACO SILL PLATE OVERTILL SHIELD MA OVER 51LL 5PAL z N PPSYVIDE CONNECTORS N C520 m IX15TING SLAB TO N Wl LfT4 CONNCQORS e A Z n POURED CONC.FOUNDAI ON DEPTH®48'O.G. - 24•d.%LBW. STEEL REINFORCEMENT WALL-. -1 m MONOLITHIC POUR FOOT-G �-�-rc` UNIXCAVATED W/MIN.35f31�'WASHER@F1ATE Q ip W/STEEL KEINPORCEM T T Z — z U ? BUILDING SECTION "A" FI' °''�P �7oBy z z o r: ED BY ZBA scALE: -Q SIO1GNNE#71�lil Gr� ;Pill W lo 4o-,E44 PAGE: uxauTxaerzmuTERanav De aomnov TOTms oealHxcaxoREurEo oo vexn;Esa npaTraatrsct:7zo9wmcx.Ps.EDLrAlmvuw 2 I I ' N z Oz r �p GENERAL NOTE5: The mb•maben en tM>d of tmntrvcbm d«umuea n to r<lrte b+me dergn a aeert aro hammg dNd,.lxry arc rrR<roed»a mnstrvdnn aW.nd as a —————�———————— U • • • zDl�o tlrre,�i�sur�Baaau y%e.�aem��ai��ea o.a> �x � j � wawq>arorommbweonew,mwe<amaao<rome,wd�mmoy I I I >I II I t.1 1 o -.11 fmrsted,abacN•+Pja>end and�hmpadrampldrd product de ! I o • Gmntl cenb+dar eoamMm+tro dlvkedrMnn.><kdu6nq ol,w,tmd I I� I�`1 tvwl I s I II I oSuacbon bdeen bads p 1 • Tk wnhador n roporoMc lar emumg lM1rt•I wrh,M mrobvctnn m«.t+ I II O I fvamt,Raft I �I II I steeds ament bdr sate and heal ends.adrronen aro r<qubboro.etc The»eedea arc to k 1mrrdercd»pat d the apemFubm,br thm bmtdmg phn. I I� I ro I O I I I V m • li rn tha sauna al cmnrtrvdnn.a<enetron en>ta wxreM1 divgrm cAh eM1rt» men anntn�ae mg.ekroaade>hn>opRaL.wnarytheda>qn� I III I aI ®` �I II I tkergmeer nnmrd�rt fty he dt to btew h.,pra<edvrc,ro mrkume a+ah. dZ 2L SNDrRAmE PIrtWOR 3 N k>�P»„m,<.P� �dA,.,Mta„ebaa,raromgekr<Pem. YA9 Dmbmrena t+4 prerrdme e.er---le-DO NOT wue DRAwwrs. "I I II rmaL wvraa � y � p The arorgrr n„roc b••-eng,gee fw eo»tmdv>apervann aw as>am<>ro I� o� mporodadtY br rnmtrvcbwr comrdm+tmg eM thcae p1aro,ro.reapmmrbdly dor I II 1 �,nw.00P fi4 aGCWri II I 7n z z ramtnrdm nun,,mdMd>,ted�mgm.xquwe>w pro«durea w for>ddy Kw9s txntt KDf nu'ae O we�atm,n+rowegran>uram��an.,�ek,.e.m��.,krcarcro I InI I : I I II I � U � .mnrdma br,sp«fm a»egne for mplmd utk vas eltkx plan. I � I I I I I FOUNDATION NOTE5: Genoal coWa t>rrnew Flom.ekvadona,nd eand,b ddmnm I II I i I I II I ud:endrd kgl,t,d knkd Poor above typral gr+dc. - 4%mg bandaben to be pn•md aM med rowek NIM>+tM1 hwnu.,as sFewn I I I I I I II I m Wddmg xcbmn. I I gas Rt l l I • Ynobrya aFaP bur en uridslmbed a>I Mhn bung opaaty of I.5 eoroAq.R n ®I • (:mode slue k M—3.6D M 0 20 drys I II I I • I II Lenede en 4'vM or grad fJlmn.mm,wRM1 6+6-IO/I0,mWdaa — I mdnam,ad.I ero ktekw�dan6 tW bamer.Wdd pp meM1 ntekpt+rsdn, tepthrd of tAe sl+b+M ntn be .�[d ,dequrtd/avppmled b/preuat cmude b+r aappwb t>»aurc<M1+t tk rcndarocmed � t-F m kW rn pe>rhen dung concrete phmmmR and Fm>F+g. I>dabm Ante ae tm be mstslled belwran Ge d,b+M<k wib.Uae pMn d Z dmnt hlkr that m W k cvt I/2'bdmwtk slab>ud+ce and tk revRmg pmt m N k M1Md fROv.[IGnfo,•51Eh w1h an ehatomeW pud soM2 Guerd cmtradnr tm rrohP REPWt veRr.A t20.e. wp�3a(ne mph 1>Fe<t metal fonts s1+dd> aLL�xtW Wall Nf1RlbG bdrmataoed>ud+uateat ae e.wa>rd Ncmreatemwsvry>mbcca. i U>r�Gl4ta@A51 r>e ,O` Dmpwoetadon.d fowdrtron w1 wdF a heurmnnvs m,brcJ:Youndrtnn I U ersartronm notmbbacUIDed pro.b tin mstalbtnn dtk Poor banm J. ————— ——————— FRAMING NOTES: O­OF FOOTNG I I • AP 4.nkrnlok Omgl»Ym l2 or bdkrd 16'mrrrdc. j --— ———_.�i AY wood homing m rodad wdir mrrcrcte or ma>emy n to k pre»mc hexed.%00'daayv[w I� I .der-,m m.r<d,n<nn.b<a bnem.,00e ahwaaa,M>n+e rak me p,«et eu• try za•Ra (n a rdrs.rcmlW OGt.nrem,arormnri wdx the manabdWds>pcombme,.e awn..wa o ° `o I zd D drz>LR aTr+sh gncbng ceb sldrenm rt bvoq pmds con g,drsa aM etho le,d b<smg ar<a ,i•Rrger'UtsnaAmr Y �TtWM1'tn6n'1TW'JL Sbudmal5ted ASTM A36-%=36 K51 ' • O APWay,nuMx.ae,plates.bvlM.n+an.etc.are fm be g•Mmzed.Degvted mmcdua,Way. - C I I I lu ILJ 2 dc.m tkr.d awq>ae M by5r•gesen mY_r ntM1mvnx vdrrtN.AO ronrcdom,shay.etc.are b k W IXI9TWG EA4O Blf $ Z rurkdba•••m+emrd+nr<adF tk wwl+daeJs sp+mhrahrm. �ep STItt1LlURL TO RfM PS-6 k is I I Q = Z, Sold bbchn9 n to k nnbPed evvy E•O cox.a and•yn nt aP Ibopnta ueth apam e--�.durg ',��' l u i A u' I ug 0'O.Bbehnq n to be rrohOed rt aP Font bd 6unng pmd> a�pf Coro.Mang n to be adegwtey umtaPed a!all wrmediena between rooh,xMa, I rrj F I I U) ttn Q cbmrmy,,wapdnna aM penrtnbon,»regmred by appwed cerotrucban w,mae>. I � � O I I C W � � 5i >.,�DWroaruum i d Q O RL 9NPIGM[GDERO4 i �i 'o I s I FEVIEWED MAP —� to RAG llt�l I I I BYZBA 8 I I I CISION# Dk �j I I I -DATED/D ma., I I zp z U `1o8Y zz10 RECENE' (9 $ a FRAME PLAN VAY 4$,2.07 w " score(�'-I•R i ivMI=000.4DOP APPEALS PAGF: 3 UNAUMLWStDALD!RAOON OR ADDlDONY0IMS ORAwlNG ANO RMIFD DOGUMPN/9ISAN[UiKNOFSEG p2V9LY'RtN.YS.EDLGINLNIAW I I N 91'LEDGER<2.8 TOP PLATE BOLTED O N TO EXISTING CONCRETE STRUCTURE n mk BOLTS@ IG•O.G.; ,D N HANG RAFTERS FROM LEDGER N WITH SIMP50N ANGLED TECOS I Q-STANDING SEAM METAL Z ROOF(IDgavgcl OVER 2.4 12 LATH BOARDS @ 30 O.C. I o Q PLATE EVER TRUSS FTE .@ PLATE EVERY RAFTER 2- G.B.THEM C.T.4 R.R. (TYPICAL EACH RAFTER) tR�y y ,p 51MF50N H T7 CONNECTOR U 7 - 1.8 FASCIA w/VENTED SOFFIT Ua N 2.8 CR065 TIES@ 16'O. - •� TECO EVERY TIE 5$CVERTICAL5TUD 2-B}•LVL RIM/PIATE ' 2.10 ACO LEDGER BOLTED @ 1 C O.L.FASTENEDBOTH THIRD CONCRETE d k CB TCROSS TIES REPS 4 2x4 STUD FRAME IXFERIOR WA11.5 FA g'PLYWOOD SHEATHING:DROPPED ` d 2.4 AGO STUDS FRAMED ON CANVAS SIDES TO BE PROVIDED ofo O FIAT AGAINST LX15MNG WAIL 4 K V N CUP BACK O(I5TING SLAB TO ALLOW FOR NEW POOPING: 2'%6'ALO SILL FLAT[ PROVIDE PROPER SPACING POR OVERTERMRE SHIELD EX U5101 JOIN( �32_ PROVOVIERDI 5IMP5 PROVIDE DNNECTN C520 EXISTING SLAB TO REMAIN W/LPT4 CONNECTORS - g'DIAMETER ANCHORBOLTS -, W/7•MIN.DEPTH @ 48'O.C. 7 UNEXCAVATED W/MIN.3x3 a'WASHER @ PLATE L MONO POURED CONCRETE ®GCR BOLTED TO E%LSTING 1 1 FOUNDATION WALL N RET CONCRETE 5TRLCNRE W J'BOLTS G. PROV.04 REBAR REINFORCING @ 10 O.C.;HANG RARER5 FROM l[ WITHIN FOUR TYPICAL ALL AREAS) LEDGER ANGLED TELOS ARCHITECTURAL ASPHALT 12 �— F ROOFING WITH 150 FELT 10� Z T OVER i'CD%PLYWOOD BUILDING SECTION "BII WITH ICE 4 WEATHER5HOLD (�. @ PERIMETERS 4 VALLEYS \G 0' 0 5CALE: ;'= I'-0' 8 51MP50N H7 CONNECTOR .0'� I.B FASCIA w1 VENTED SOFFIT 7T IT 2- ICAL EACH RU CRAFTER)R.R. 4 2.G STUD FRAME O TENOR Q m srewu WAILS xd}•PLYWOOD SHED �L SHEATHING.WRAP 4510WG p IL/ �Q 2-2aG AGO 51LL PLATE 8 W W z ^'O1O"'•'r '^m'O OVER TERMITE SHIELD z+ �mrwF.n mer.ev OVER SILLSEAL; r-eTc:I� PRDVIDE51MP5ON C520 Z ...+ a 4.oee W/LPT4 CONNECOR5 w -- TABLE R30I.G O _ EXISTING POURED LONCRRC m+cu�.rtroxuo o-e.urR .v^ mvx Rue ro eA=I[4Srv.rnxD rTnCaa 4rrl(Ra4 roFarrzRSlR,vnvc STRUCTURAL MEMBER ALLOWABLE DEFLECTION PAD TO RBMNN Q oar.rcmr,w m . wm • - RerrzR _ U " rz" BUILDING SECTION IICII z,^^ ol TOFMTf._.p TnI'FMrF f��wn+-.+M me...tn UNo V � 5CALE• <= ILO' Z n wausluD °' TYrKa Murzerowalsruo m.,eer.,x ATfRVATrr..vrzarowN.snnmxrzaw ..w me,.,u vlzo � m WIND U515TANT CON5TPUCTION CONNECTOR5 ,... gam. rRPADf I � . r^.m m. oT¢2oM[45IIA5 CONNECTION LOCATION: PART NUMBER: NOTES: z Y R AtIWnxG COUMCTCCeMR511D RIDGE-T0.RPFTERS F�AOK—T�G APFLYTO EACH PNROF RAFTERS FINAL MAP O .ar^ua a• norm nIXDCOvnlI�LAWIrOx iRAvS SRM rzxan�(u Iu RAPIER-T0.WALL APPLYTO EAOI RAPIER 9itl GA5.0 xou Ps•o.c. APPLYTO EAOI RAFTER �TYq/I Z Z Z ra.m..v�.no T[OnRsrum siDewaLL—o RAFTER.r0-PIAre use"Y 5PTHI RAFTER REVIEWED BY Z_B�A� VV D`r ,,1nY rueu I f u PIAM-TO-WALL STUD APPLY TO EACH WALL STUD � kFDFTVFI V b Da.s:LL„A� SEE DECISION# Tuo l ^""•'" ,r IN P/lRWDRIIS suAR wulmuveeorouenor. 2ND.RODR WALL.T0.15T.FIDOR WALL AFPLYTO EACH WALL 5TU0 Fwxwmxwau HEADER-ro,lAacsTUD APRYTOEACHJACK9N0 DATED I�/ Ig lr (AY�VWzanCRIPPLE STUPTO.H,tAlXR APLYTO EACH CRIPPLE STUD 5HEAR WALL HOIDDOWN ANCHOR AFPLYTOFAOLSIDEWALLOJD G(iNING B(UNN UI AlLFgl,S PAGE: �•— I5T.FLOOR-IMDER-SILL PLATE MSTA3GORKSl" WRAPUNDERDOUBLESILL PLATE CON5TRUCnON DETAILS 4 WIND LOAD PATH CONNECTION DETAILS a WITH 3.5[NIARe WAsnBcs ��. r• xDT TO SIN[ --- Fau�w4Mv MMWFD vSP NRALCOx.TC r(R F40rtRYnm R55T/-M CPS I�OaUGFKT'fa�LTWt9 PfLa¢rb[D IxSTABNIDY�iRlx:rotBroFa.tK NAOUDM Wrt uvalmrce¢rDumRanav ce ammav ro nns DRaHFAvawD AfElAFED DaaA¢ATslsa wcunoN wsec rasa'n¢W.rs FDceanovuw BOARD MEMBERS SO Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road •P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert, Jr. l 54375 Main Road(at Youngs Avenue) Nicholas Planamento- �cou ,� Southold,NY 11971 r'� ;`; ter http://southoldtownny.gov 1 I ZONING BOARD OF APPEALS TOWN OF SOUTHOLD 2024 Tel. (631) 765-1809 T , Kg•y4"^ EXTENSION DETERMINATION Meeting of April 4,2024 it d G "ISIE ZBA FILE No : NAME OF APPM ICANT: Roman Watroba (Country Car Wash) PROPERTY LOCATION: 6565 Route 25, Laurel,NY 11948 SCTM# 1000-125-1-19.5 BASIS OF APPLICATION: Request for Special Exception per Code Section 280-48B 11, the applicant is requesting permission to legalize "as- built" additions to an existing car wash(automobile laundry). RELIEF REQUESTED: The applicant has made improvements to an existing commercial car wash and desires to legalize "as built" additions and alterations. The car wash-originally received site plan approval by the Southold Town Planning Board on July 25, 1983. DATE OF PUBLIC HEARING: October 5,2017 1 This Special Exception was originally granted as applied for with conditions on October 19, 2017. William Goggins, Attorney, on behalf of the applicant, did request an extension of the Special Exception by letter dated March 19,2024. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson) seconded by Member Acampora, and duly carried,to GRANT, the applicant's request that the above cited determination be extended as per Chapter 280-146 of the Code of the Town of Southold. This extension shall expire on September 24,2024. Vote of the Board: Ayes: Members Weisman(Chairperson)Dantes, Planamento, Lehnert and Acampora. This Resolution was duly adopted (5-0). Leslie Kanes Weisman Approved for filing 'G-/'/ �r /2024 BOARD MEMBERS ��®F S®(/��0 Southold Town Hall Leslie Kanes Weisman, Chairperson V® 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �p Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas'Plaiiamento COUf�T`1+��V Southold,NY 11971 rr r http://southoldtownny.gov . ' f ZONING BOARD OF APPEALS 1` pF� p 2024 TOWN OF SOUTHOLD Tel. (631) 765-1809 , : aT� ;�„�. '•t- -° EXTENSION DETERMINATION ry 7, Meeting of April 4,2024 ZBA FIL 7084 NAME OF APPLICANT: Roman Watroba (Country Car Wash): PROPERTY LOCATION: 6565 Route 25 Laurel,NY 11948 SCTM# 1000-125-1-19.5 BASIS OF APPLICATION: Request for a Variance under Article XI, Section 280-49 and the Building Inspector's May 11, 2017, Notice of Disapproval based on an application for a permit to legalize "as-built" additions and alterations to an existing car wash (automobile laundry; at: 1) less than the code required minimum side yard setback of 25 feet; at: 6565 NYS Route 25,Laurel NY. SCTM#1000-125-1-19.5. RELIEF REQUESTED: The applicant requests a variance to legalize"as built" construction to the westerly side of the principal structure measuring, 16 feet from the side yard property line where the code requires a minimum distance of 25 feet DATE OF PUBLIC HEARING: October 5, 2017 This appeal was originally granted as applied for with conditions on October 19, 2017. William Goggins, Attorney, on behalf of the applicant, did request an extension of area variances by letter dated March 19, 2024. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson) seconded by Member Acampora, and duly carried,to GRANT, the applicant's request that the above cited determination be extended as per Chapter 280-146 of the Code of the Town of Southold. This extension shall expire on September 24,2024. Vote of the Board: Ayes: Members Weisman(Chairperson) Dantes, Planamento, Lehnert and Acampora. This Resolution was duly adopted (5-0). �9L 1 4, Leslie Kanes Weisman Approved for filing �l Gj /2024 N CAR WASH 161 N � REPAIRS TO EXISTING CANVAS AREAS o H2 D(15TING CAWA5 AWNING OVER CONCRETE PAD TO BE REMOVED. u NEW WOOD PRAMS WADS t ROOF AROUND SHED STORAG[AREA u� _ i r_ X NOP1f 5TRUCTURE p V p C TO REMAIN A5-NG _C EXISTING CANVAS t 5TEEL FRAME 3 a TO BC REMOVC).NO'/WOOD FRAME 4 FOOTING5 A5 SHOWN 4 NEW E O z E CROPPED CANVAS EXTERIOR a U f u Q O2 Q Ga U � FRONT ELEVATION } oL 5CALE:a=1'-9 Z U c linn. an in y Jw .,, �. . a•r Q la - t U 'I� �--- •. I ,. = FINAL MAP to 0 m REVIEWED BY ZBA Q -r e7 r". } {'a��l u _ SEE DECISION#763Q DATED!a !Jq d�a SE7 n Z FRONT ELEVATION :3 PHOTO NOT TO SCALE !DNINf:FfIANit(p AVpfj,(� (n Z 50UTHOLD BUILDING DEPARTMENT DESIGN CRITERIA Q O t OCCUPANC'CLA5SI`ICATTO'1 E:JSI•F55 G?OCPE Z Z c L:5[ CA o T;•A5'f-SSCTIO)130e,I E::"_DING COG`_OF IP'5 2 YSIGHT TOTAL 1 5'-B•�!- N Fla_A:.PA(s11 1571-G.FT.-ACGrIC:I TO 9'ST EIG LLJ 3-IPS OF CO:SC:CTIO:1 TYFS V.AS C ISC_y EI SECTION GOZ.5 BUIX::IG CODS OF N•'S Q A'=A'.R:IG S=`.'_I1:5 WOOD,F7Av-f•I_'.^• '_64Ea S%EI'r alIOTARECFi S�CO'IS-R:;CIO`I PAGE: 6 S:ISRGV CA!CCATIO:6 .Y4 UNAUA�ROA!/FRAtpNQPAOWf�DN7a IH50RAW1/IGANUR AIIDOLI]/M1IENI56A NQAIION P✓SCG]Z09GY MfNY.5.ml.YANONUIV I I I Z 0 � N' F z r � N z . NEW GABLE END TO RECENE t•PLYWOOD MATCH IFNRDNWRAP o NUi In m - N MISTING CANVAS AWNING OVER >< m CONCRETE PAD TO BE REMOVED. V NON WOOD FRAME WALLS ROOF t H AROUND SHED STORAGE AREA 3 k N p Y - g DROPPED CANVAS IN FRDNT OF E NEW 2+4 STUD FRAME WAUS cQ ,,<,,.IXISYITdC.CO BUILDING 4 EQUIPMENT TO REMAIN AS L$ ,.; 1 w. (11^^ CZ 8 I I u BACK ELEVATION z 5CALE:}"=V-01 O U 2-94•LVL RIDGE: EX15TING CONCRETE TRUCTURE 51MP50N C520 BEHIND TO REMAIN CONNECTOR(TYP.ALL) 1G4-STANDING 5EAM METAL ROOF(18g�ugc)OV[R 2+4 LATH BOARD5 @ 3G'O.G. I 2-}'C.B.THP.0 C.T.4 RR O Q -; •.. - (TYPIGL EACH RAPIER) lz �IT 2J`B RR FULL LENGTH OP 2 6 PLATE 1 VERTICAL +14 �el SIMPSON H7 CONNECTOR W W F WALL 5TRONGBACR FRAME - +B FASCIA w/VENB'.D SOFFR Q _2+6 CONTINlSOUS 2+C CR055 TIES @ 10 O.C. 2-94'LVL RIM/PIATE Q Q BLOCXING i i F 2+G STUD FRAME DOERIOR W Q) E DROPPED CANVAS IN FRONT OF WALLS w/�•PLYWOOD SHEATHING C NEW 2+4 STUD FRAME WALLS L Q MISTING CONCRETE " Q 6UILDING 1 EQUIPMENT TO REMAIN AS 15 I 2'X G ACQ 51LL PLATE OVER TERM RE SHIELD sa I OVER SILL IMPS z POVIDE9 SEAL-.R C520 0 m _MISTING SLAB TO AIN W/IPT4 CONNEOTOR5 Z_ n POURED CO NC.POUNDAl ON WALL;24'd.X IB1. .'' - STEEL REINFORCEMENT UNIXCAVAIED W/MIN.373V WASHER @PLATE MONOLITHIC POUR FOOT IG W/5TEELREINFORCEMET Z >< FINAL MAP Q BUILDINIG SECTION "A" REVIEWED REVIEWED BY ZBA SCALE: =I-0 SEE DECISION#7D8a z "rn.,• DATED h lL,l aoll W m i PAGE: i n/a I ONAD/NCK/ZED A[TFRAIlON OR ADO/PW IO MIS ORAw1NG AND RE(AIFD 55ANGPAi1GN 0`Yi:]X90`RIFNYS.FDU'lV1LW UW 2 i I � � i 6 $ 0 GENERAL NOTE5: l i _nm mr«maNw an ehn aR of wn>trxNon a°aam�b n W rclaee bare ae>yn e . • and hamm9 debb.Thryare, ndrd»aeon>crvRron ard.nd»a ————— ............ —— (� • . '• aubatARe 1«gnrenOYaw<pted good buddy pnRmc and are m rnnphanw MF r— Z 2DI0 Ncw Yen Stale Bxldng 0od<s.The genent wntnd«rs respwn�d<br vaWa{{ p, d. —l'y—d-d details aM pmwAvres M endure a prdrnmnDY I !! I I I I II I • �r Q D, Mlskd,atrviceunlly sound and wvtxcrymof eomplRed pmduR. ° & I I O Ul m Goe.tlaontnR«fora«d,nateah>nl,wdncfon.xWdax,dwmkaM I II; I =.D. """ °nbRwmmtndv III° I 65aDD3�! I °I II I The con4aR«n rcspom,ble 1«erur�nq lhrt aA won and cons<raeban msRa I II� I �>M2 ! I �I !I I aruds current feAm1.>tatr,anA meal eadn,ardinanws and rcguhnona.Re. � Thex coda arc fv be cwaufered as part d Me>pemxutmns br thn bmldmg pbn. I II K I �I O I II I V � • Ir m Me awne of conRncbon,a caMban em>ta MmM1 dvgrns wM tFrt» g Q t=U F mdmakd mthnedrawmgs,the wRnR«aWO atop wohaM ndiRy tM1e dewgner I IE I sl r @IEOC�I I < k N a the eymwr°nmedut ly.Should he ha to k�ow<M>poccAure and ra,awre wdk. a 1�aa 2s SiuO[eA[EzrtwDR ?i Q hcsWlianume all respo»bdAyaM habhtyammg tM1c.chom. I III I ar— ml I II I ;ALLw{'PLYN0005t¢Anarc E DROI'IED cuv49 0T[aIOR • Ornuro»bke prcwdeR wer wle-DO NOr SCAIE DRAWINGS. Ntwrt ls'Prx y � Q p I III I II I III UO — The enrgrr�W>net xa eyyra[«r<n>tnrRmn sapervr>ivn ana a»ame>w 3 °� rnpomb�lty br mmtrvch«emMmrtmg Mh thex pbm,oar re>pan r� w rnnsWRron mu»,mRhoda.kchmqun.h th. >«proc. n«fur wfRy Ro55 exnae R'lor rRate E p a pre°,atm»aM prog.,m,m wrmeRmn wtM1<he w«.nd�tad.,Faa arc nn wartaRms bra>pecem ux egrened or unplmd m Bm ux or tM1ne pan>. l II I ! I I I FOUNDATION NOTE5: General corkador M renew pla,ek--,end debris tv detemnc I I I I I nRrnded MigM>of MrsFed Roor above Lypr I grade. I!1 rx2mg bmdabon tv be pinned and whd wrcrete hlkd wM f»tmen»sM1oam I I I I II I V, • Poohnga>WII bear on and>lwbed xJ Mhin bearing rapardy of 1.3 tmnYsq.R. Q • C«oRe alull be rc a 3.500 r51 @ 28 da I II I I I l Q�- • eannete m 4'vM or gavel hg mwmum,MF 6•G-I O/10 nTlArd wre mnM1 ,` 43Z1 rndmcemeR.IRomr slabs to be placed on6mil.>bbbzed pvlyRlyluevapw I II I � I I I V bamer.Welded w+rc mnM1nty be phwd ntFe lap[brd of the slabaM into be t< ade9utely wpparted by prcraR wn«Re bar auppaR>to»wrc tW!Me rcmkrceneR U rs Mid m poMron dung rencrete plawmcnt aM M1rmFnq. • 1whU A,ar<Wbe.stalled bRvwn the slaband tFe wdla.Use peWmmd {— Q prt M1ikr tFx n W be cd I/2'below tti<slab wdaw ard the rnvftingpint n tv be filled pa0y,Pop z Mh an ebsfamene/mR seahR. � �IiaR Vfn�E1 120.Ct Genoa)cadraRar to m>bQ c,—(or wrparl sheet nmbl kmute skelds wu1,t'asv wsu O bRween a1 wood we— arc apaxd to eenoete«m»onry aurbre. ! IIVPICat all l.V15) va• Dampprod edernr o(fouMalron wag Mh a bbrmrw»uMby:rvundahon U evuvrtmn n nd to be bacNdled pro.tv the rnsbhrtmn of tM1c Mnr hamly. ——————————— FRAMING NOTES: j O _ ——— UTIME OF rOOTING —- • AD timber nto be Doug)»Rr I2«bcMcrrt l6'on recto AO wood hammq n conbR MM1 concrete or mawmy n to be prca>vre benkA.'MO Aewgw I I rRm b caned arsenm-hee braced wind nbMard>aM aWb take the plarc of CU' � tj m'Kz AI UN arc to be rmblled m acw.danw MF the mawbRurc4 apeahubons and sWA.dude t) ®1 0 I O ! I 2 usrvo�eDclrrv0.ce5 O tG squ»h gocbnq web al.Rmm rt--g p—m gndm aM other Ivad Wrn9 a'�s � p r^ a iRuss�srsvmnlu Roor I z FtrzepRnuSn.Tmtx � �o[ • 5tructunl5kel ASTM A36-PY�361C51 I ® M1Il��[.2a6 KRI4X SiuD, N � PLL506 �/ _ �. TRV59 rIATC;Y[51T0 0 AI stops.cameRas,phks.bolts,rods,etc.arc to be gaHanved.Dnyvkd mnnectan.sbay, 0 S ek.on LMx dnwmga we my by5mpaon vnlev ofFinaxx IMrraled.AO eonrcetora.stops,etc.are N 6< t?tSTING CONCReR BLOCK tl I I W W 2j nmkdWfted m aewrdanw Mh the mawbRncN apenhratmm. �am STRUGTIIRG Sdd bbdng n to be rnabacd ev<ry 3'�'ma.o.mW span d al3oor/msk enM spans evr A�ng .j� .—. g��a 6 Is M.e I I � 0 tn B'-0'.Blodm9 n!o be irobled at atl povR bad beanng poiirta, w [door Mky n<o be adequakly wbbrd a!all wnrrccnon betwwn roob,rnAz. R. I u[� n I (n Q chmrnry>,pmpdmna and pmdntmns»requved bd appwed mntrvcb«pnchcev I � ]00 I W wnu�rnrwoosne.tm. Itla °O^qu I I I Q DDNDMm�wYAt�� I MetAtaD"'�"At' I d! I j srow.GF,p[a j10�� I all I I I z0_ o n� I z L ww F"..� I i I ! I Uzi _..... i ___—.—.—.—.—.—.—.__.__._. 0 FINAL MAP Q U 9 + I REVIEWED BY ZBA z s FRP,ME PLAN SEE DECISION# 6?9 w 5u1E1,}•.I•� 1 ... DATED I (5 !ao,-1, p 3 uua(mrav2eD a[Tapnnov oe aDDmav ro mts DztwrwGrwD R[UiFD DoaxcrnsRsn txunavcs<src.rrtnop meMrs.eDtctnavlAw i Bg LEDGER.2.B TOP PLATE BOLTED o N O TO EXISTING CONCRETE STRUCTURE w/A'DOLTS @ IG.D.C.: ttDD (V MANG RAFTERS PROM LEDGER WITH SIMPSON ANGLED TECC5 I rj-STANDING SEAM METAL ROOF(I Byoge)OVER 2.4 Z 1 4 LATH BOARDS @ 3G`O.G. �L ❑ N � m J'PLYWOODTRU55 @ •0 PLATE EVERY RAFTER 2-4'C.B.THRU C.T.t RR (TYPICAL EACM RAFTER) yui gr1��0 SIMPSON H7 CONNECTOR >L m_ U® V 2xB LR055 TIES@ICO.L•' --- IxB FASCIA wIVENTED SOFFIT e.o v1 TECO EVERYTIE 2.ft.ICALS1UD 2-Bi LVL RIWPLATE n @ I G'O.C.FASTENED [) 2,10 ACO LEDGER BOLTED TO BOTH RAFTERS 4 S THRU CONCP-ETr W j'CB CRp59 TIFS 2a4 STUD rRAME EXTERIOR WAU5 3 K O 2r4 AGO STUDS FRAMED ON CANVAS SLIDES TO BE PIROVIDEDPPED Z raj FLAT AGAINST EXISTING WALL 4 C o m CUTBACK EXISTING SUND TO ALLOW FOR NEW FOOTING: 2-%G'ACO SILL PLATE PROVIDE PROPER SPACING fOR OVERTF-RMTR SNIDD EXPANSION JOIM OVERT RMITE: PROVIDE 51MP50N C520 = EXISTING 51AB TO REMAINSz W/lPI4 CONNECTORS e A'DWMETERANCHORBOLTS DEPTH @ 45.O.C. O UNIXCAVATED W!MIN.3'R31,k WASHER @ PLATE 'c Sp LEDGER BOLTED TO DaSTING 2 11 MONO POURED CONCRETE Q G� FOUNDATION WALL t rTG. CONCRETE STRUCTURE w/a BOLTS 2 PROV.B4 REBAR REINFORCING @ 16'O.G.:HANG RAFTERS FROM �[ WITHIN POUR(TYPICALALLARFA5) LEDGER w/ANGLED TECOS C� ARCHITECTURAL ASPHALT 12 {— F ROOFING WITH Is#PELT Ior z BUILDING SECTION LIB° OWIITN ICE t�WtAATHEROMBLD p @ PERIMETERS t VANEV5 \G0. O SCALE: J'=1'47 5UP50N H7 CONNECTOR B� 1.5 FASCIA xY VENTED SOFFIT p ti • DYYIPAL PAC. AFT R) h_ L 2.G STUD FRAME DOERIOR O WALLS 4 j-rLYWOOD SHED sL 5MFAT-IING,WRAP 45101NG 2-2x6 AGO SILL PLATE I ICI Il_7 Y2 mrovmn rmwm OVERTERMIfE SHIELD p LT) c°.m v.va rmwm OVERSILL5EAU C U wren norrne0 wren PROVIDE 51MP50NC520 .-7 _L °p TnG[ Rmrt VA LFT4 CONNECTORS F IL- TABLE R301.G C O EXISTING POURED CONCRETE L a. nernoxor sRuervRALueueeeza PAD TO REMAIN Q amrrorrrunnerw ro.uu° ttrcxRoeero wrtR•vmA^nrx: rTneAt woeEe MmnsTWnw STRUCTURAL MEMBER ALLOWABLE DEFLECTION '7 °.iu nwa VINO rM 3112 ettn mFn-xTe� ma.°anmm a ran r.ru- bmflm FINAL IV AP z BUILDING SECTION IICII REVIEWED BY ZBA01 ° w�r mm LAN SCALE: <= I'-O C S ON#WP5L � IS w._ W Ls v rdm rH ulm DATED !o 1_L1l d.on H °' r BM4PYi[4ro WAtSM fMTCTIRI AVERNntW[W1R[4To wAL9NDfd-T1GTCu —� 1p WIND RESISTANT CONSTRUCTION CONNECTORS _ CONNECTION 1D[YaTON: PERT NUMBER: NOTFS: }. z -E .wmm eaamae e+,n rla000vx MSiNurlax COrAcoRMRsiw RIDGE-TbRAfTEAS LSTA24 APPLY TO FACT PAIR TT RAFTERS �]2� �L[` U 2 2 druorwim R''. RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER (//�o[r� z O U y As¢T O s oz. APPLY TO FACT RAFTER ry Q Z r RM1FTER-TO-PIATE RTIs USE WIT.SPM4 CONNECT I�E a z �ZI1 �u rwr �rw.u•nmw yyLLMrt3 sl y AWL MATE-TO-WALL STUD 5PM4 APPLY TO EAC.WALL 5TUD VIA '^"jjpO'ro �r OO UJe4NPANB1 Ov[A¢wul eoRldRaDxveeroxF 2ND.FLOOR WALL-TO-I5T.PLOORWALL RLFTAORMSTA36 APPLYTOEACHWALLSTUD O MEADER-TOACR STUD LSTA12 APPLY TO EACH JACK STUO ...r.r....., ICI CRUPPLE 9TU0-TOMEADER RTS OR RT7 APPLY TO EACH CRIPFIE STUD p w -I wxss u rrrmu SEAR WALL HIXDDOMJ ANCHOR AD55 All EACH 5IDEWALL END Brun4ro ro rounoAw+Armoarc — PAGE: r,•..r,,....,r._..•,•....•.... .-y,r.,,,.�•.._..-_r..�r.r�..r.r UST.F W ERS LOOUNDILL PIAIE M5TAs R516R UNDE PRWBIE SILL PIATB CONSTRUCTION DETAILS 4 WIND LOAD PATH CONNECTION DETAILS (1%E Wf.l 3'O SOUARE WASHERS '• r' r{fT TD Sr.,r I e0.1vWNWF�IfiriR Rf�OmNi teLLA*Wx�bT01Cf�TO�KnMUM1mNU VNRIMD WKR/. l0/AVlI/CRhD AITFRADRJQP ADOIFICN FO 1Ml5 D.PAINNG AND RELIED DQTAZN/SbAt9QAlKNffYG 7209O`MPN.YS tTA1-/DOJUW BUILDING DEPARTMENT-Electrical Ins ctor I TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 DUVLDINGDEPT. Telephone (631) 765-1802 - FAX (631) 76VCMZ V83 ��� ? ' jamesha-southoldtownny.gov— seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INF RMA ON (A II Information Required) Date: Company Name: v Electrician's Name: ©- 1 License No.: L Z Elec. email: ^e �� % -A- Lr n-t Elec. Phone No: /'3 7g 7 62 211 request an email copy of Certificate of Compliance Elec. Address.: © JOB SITE INFORMATION (All Information Required) Name: 112,1,441fr - Address: 6 y �Z Cross Street: Phone No.: 7 61-3 Bldg.Permit#: _5-02k7 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❑NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 H Frame M Pole Work done on Service? D Y N Additional Information: PAYMENT DUE WITH APPLICATION 1 BUILDING DEPARTMENT- Electrical Inspector 0,2 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179_ r' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 [ameshna..southoldtownny.gov — seand(@ south oldtownny:gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Au Information Required) Date: March 27, 2024 Company Name: 14 P ft4e ra rc, u C Electrician's Name: i^66ei4 Pat&dt Y.o License No.: VVI E Elec. email: re P gI ec f►rl,6 p pwai 1, c a In Elec. Phone No: i :;J '76y 0 9 y D I request an email copy of Certificate of Compliance Elec. Address.: Pa _P,2-1 63,5- I I q o0 WJei,i, r-T'a, Met, i-hv&L' tvai Wl-- //�$7. JOB SITE INFORMATION (All Information Required) Name: Tisha Watroba Address: 6565 Route 25, Mattituck, New York 11952 Cross Street: Bray Avenue Phone No.: ---- Bldg.Permit#: R, 191 email: goggms aw gmai .com Tax Map District: 1000 Section: 125 Block: 1 Lot: 19.5 BRIEF DESCRIPTION Of�--WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): as per Building Department inspection reportdated_ /14/ Square Footage: Circle All That Apply: Is job ready for inspection?: 0 YES ❑ NO Rough In RI Final Do you need a Temp Certificate?: YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph F&/1.3 Ph Size: A # Meters Old Meter# ❑New ServiceF]Fire ReconnectF]Flood Reconnect nservice Reconnect F]Underground[]✓Overhead # Underground Laterals 1 FJ2 D H Frame Pole Work done on Service? Y ✓ N Additional Information: PAYMENT DUE WITH APPLICATION , S : 2(4 I� Z4t � 3So°— �'2 c 10-7 co 24 PERMIT# Address: Switches Outlets GF I's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments WILLUM C. GOGGINS Attorney at Law 1 13235 Main Road, P.O. Box 65 .E MAR 2 6 2024 �',�' Mattituck, New York 11952 _ Phone: (631) 298-4818 ZyyUao °?1 4.1i,�L�ti ,✓b Fax: (631) 298-4214 Cell: 631.905.4493 Email: gogginslaw@gmail.com March 19, 2024 Town of Southold Building Department P.O. Box 1179 Southold, New York 11971-0959 Re: Tisha Watroba 6565 Route 25, Mattituck, New York SCTM No. 1000-125.00-01.00-019.005 Dear Sir/Madam: In connection with the above referenced matter, enclosed please find the Building Permit Application for existing work requiring repair, and Fire Marshall Inspection Card Inspection dated March 14, 2024. If you have any questions, please do not hesitate to contact the undersigned. Thank you. Very truly yours, WILLIAM C. GO INS WCG/dmp enclosures Li WILLIAM C. GOGGINS y ti Attorney.at Law "' MAY 3 0 2024 13235 Main Road, P.O. Box 65 Mattituck, New York 11952 ';,_;=ti:,«_.. Phone: (631) 298-4818 Fax: (631) 298-4214 Cell: 631.905.4493 Email: gogginslaw@gmail.com May 30, 2024 Town of Southold Building Department P.O. Box 1179 Southold, New.York 11971-0959 . Re: Tisha Watroba 6565 Route 25, Mattituck, New York SCTM No. 1000-125.00-01.00-019.005 Dear Sir/Madam: In connection with the above referenced matter, enclosed please find four (4) stamped plans. Please issue the building permit, and schedule a f nal inspection. If you have any questions, please do not hesitate to contact the undersigned. Thank you. Very truly yours, WILLIAM C. POkINS., WCG/dmp enclosures WILLIAM C. GOGGINS. Attorney at Law 13235 Main Road, P.O. Box 65 Mattituck, New York 11952 Phone: (631)298-4818 Fax: (631)298-4214 Cell: 631.905,4493 Email: gogginslaw@gmail.com June 5, 2024 Town of Southold Building.Department P.O. Box 1179 Southold, New York 11971-0959 Re: Tisha Watroba 6565 Route25, Mattituck, New York SCTM No. 1000-125.00-01.00-0.19.005 Dear Sir/Madam: In connection with the above referenced matter,enclosed,please a check.in the amount of$2,618.00 as and for permit fee and electrical application and inspection fee.. If you have any questions, please do not hesitate to contact the undersigned. Thank you. V truly y urs, WILLIAM C. G GGINS WCG/dmp A enclosures r e t WILLIAM C. GOGGINS Attorney at Law 13235 Main Road, P.O. Box 65 Mattituck, New York 11952 Phone: (631) 298-4818 Fax: (631) 298-4214 Cell: 631.905.4493 Email: gogginslaw@gmail.com June 13, 2024 Town of Southold Building Department P.O. Box 1179 Southold; New York 11971-0959 Re: Tisha Watroba 6565 Route 25, Mattituck, New York SCTM No. 1000-125.00-01.00-019.005 Building Permit Number 50787 Dear-Sir/Madam: In connection with the above referenced matter, enclosed please the Application for Electrical Inspection. If you have any questions, please do not hesitate to contact the undersigned. Thank you. Very ruly yours, WILLIAM C. GOGGINS WCG/dmp enclosures WILLIAM C. GOGGINS Attorney at Law 13235 Main Road, P.O. Box 65 AUG 2 3 2024 Mattituck, New York 11952 Phone: (631) 298-4818 BUILDING DEFT. Fax: (631) 298-4214 TOWN 4')F SOUTH01 Cell: 631.905.4493 Email: gogginslaw@gmail.com August 21, 2024 Town of Southold Building Department P.O. Box 1179 Southold, New York 11971-0959 Re: Tisha Watroba 6565 Route 25, Mattituck, New York SCTM No. 1000-125.00-01.00-019.005 Dear Sir/Madam: In connection with the above referenced matter, enclosed please a certification from the Engineer regarding the foundation, framing and strapping. Please schedule a final inspection. If you have any questions, please do not hesitate to contact the undersigned. Thank you. Very truly yours, WILLIAM . GO INS WCG/dmp enclosures 'WILLIAM C. GOGGINS Attorney at Law 13235'Main Road, P.O. Box 65 Mattitudk,'New York 1.1.95,2 Phone: '(631)'298-4818 Fax:, (631)298-4214 Coll: 631,905.4493 Email: gogginslaw@gmail.com November 19, 2024 Town of Southold Building-Department P.'O..-Box,l 179 Southold,- New York 11971-'0959 Re.- Tisha Watroba 6565 Route 25,, Mattitubk,'New York SCT. MNo. 1000-125-.00-0.'11;00-019.005 'Dear,Sir/Madam! In connection with-thizabove referenced matter, enclosed please find the ,anidnded.plans for the issuaticed'd the Certificate of Occupancy.. 'If you have any questions,please do,ndt hesitate to contact thoundorsigne-d. Thank you. Ve ly-yours JAM C. Gj0. S`/ WCG/dmp enclosures NOV 1 9 2024 PHOTO I ° ' AMEN M NIT Y Cry �y F PHOTO 2 ^� V OO e ti � �• a PHOTO 4 PHOTO 3 ae ° "c�`P �e °d . 4d� e °° de ,/ < P ° ° �o d a. Cx dks k4 1s <d 0' ° da° PHOTO 3 z. �� 00 a a a - 'Pi4o0� WP11u 5 P 1g,�t •) d d q ° d V� 9�r. . cD ti q P 9 �r jYy tea' °' • ��a �q �$ OGO O ry yAf Q G n � U� $ ✓• k ! •9c L O G x d 1.k CIO k PHOTO 4 SO osF .t. Y PHOTO 2 a ,y y�g �C, F g, Gioo^q 05 �3 00 Op�fn NG�Fj f:GNC (c�� d wN GR> e e 0' , �S� PHOTO I ,z �QE `U�109 61 ° l 5 g � / •O� tRN�H �cl N... a d o 14 a e PIT ENV� G 1 ,0 PHOTO KEY SITE SCALE: 32" -71e19' 9 e -9CTM: 1000- 125- 1 - 19.5 5 12.2 Information taken from survey prepared by Nathan Taft Corwin, Land Surveyor, Jamesport, New York p E OF v �`�' v J �r most recently updated September 27,201 G 5� s J. N,0!;- Photos taken and provided by owner, April 201 705,109 property w A�OFESSI OIW'�, CAR WA5H REPAI K5 TO EXISTING CANVAS AREAS PRINCIPLE STRUCTURE TO REMAIN AS EXISTING FRONT ELEVATION SCALE: 4" = I '-O" a '`.xA\ems ti a a F 4~ a sw , is t f" rq _ ., ,.. � :, .. r;:.: :•:. � .era: 4 $,: ':. �y;. 8 F •m oe..,.. �§`ti fir..,. ; x. e� c Yeah' • 31 F aA ti Y wi. y 'frays AA F$� y j i t•Sy P `� '�'at H p Pa l ., FRONT ELEVATION 50UTHOLD 13UILDING DEPARTMENT DE51GN CRITERIA PHOTO NOT TO 5CALE {?C'Uf ANt Y C"LA of wIF°ICaTI(JN �Us !NC 7S CROUP' U 5 E CAR WASH - 5ECTION 304, 1 t5UILDING GODS Of NYS Y 2 HEIGHT TOTAL 1 5'-t3" 0�% FIRE AREA (sf) 1 574 SQ. FT. - ADDITION TO EXISTING 3 TYPE OF C0NSTRIJCT10 d TYPE V, AS GESCRIDED IN `=SECTION G02.5 5UILDING CODE OF NY5 � l FRAMING ELEMENTS WOOD FRAME (Nf7W) � A— 5 EGRE55 EXISTING $, NOT AFFECTED BY CONSTRUCTION 2N�o do 057n°�y 6 ENERGY CALCULATIONS NA R�FESSIONP� e s � °�*'� � ? . . LLLL NEW s RACK ELEVATION SCALE: 4" 2- 92' LVL RIDGE; EXISTING CONCRETE STRUCTURE 51MP50N C520 BEHIND TO REMAIN CONNECTOR(TYP. ALL) 162" STANDING SEAM METAL ROOF (I 8gauge) OVER 2x4 LATH BOARDS @ 36" O.G. C.D.2-T"-. THRU C.T. t K.K. 6„ (TYPICAL EACH KAFTE C TY )R I2 8 PLYWOOD FOOD ON - 1 4 5IMP50N H7 CONNECTOR FULLL 2x6 PLATE � VERTICAL WALL STRONGBAGK FRAME , _ I x8 FASCIA wlVENTED SOFFIT . .� 2x6 CON TINUOU 2x8 R055 TIES @ 16" O.C. L S C " L BLOCKING 2 9z LVL RI / IATE ......... A. .I...... . f .-.�}- n ...n ..i... x O IND WS AS SHOWN I I _. :. . f EXISTING CONCRETE BUILDING EQUIPMENT 2x6 STUD FRAME EXTERIOR TO REMAIN AS 15 o WALLS w/8" PLYWOOD SHEATHING WEATHER BARRIER BRICK it VENEER 2"X G" ACQ SILL PLATE OVER TERMITE SHIELD 3 z„ OVER SILL SEAL; PROVIDE 5IMP50N C520 EXISTING SLAB TO REMAIN W/ LFT4 CONNECTORS o — 8 POURED CONC. FOUNDATION N STEEL REINFORCEMENT W/ 7" MIN. DEPTH @ 48" O.C. WALL; 24"d. X 15"w. 4— UNEXCAVATED W/ MIN. 3"X3"x8" WASHER @ PLATE MONOLITHIC FOUR FOOTING W/STEEL REINFORCEMENT DUI LDI NG SECTION "A" SCALE: 4" = I '-0" OF Ew y n a w �F6 No 0570gy C� AROrESSIOt%l''rc GENERAL NOTES: • The information on this set of construction documents is to relate basic design intent and framing details. They are intended as a construction aid, not a5 a — — — — — — — — — — — — — — substitute for generally accepted good building practice and are in compliance with —• -- — — 2020 New York State Building Codes. The general contractor 15 responsible for o 16'-4"OPENING providing standard construction details and procedures to ensure a professionally finished, structurally sound and weatherproof completed product. . I, 2x8"G.J. I 0 • General contractor to coordinate all subcontractors, scheduling of work and o @ I6"O.C. '' 11 3 interaction between trades. O 0 z I O_ 2xG`TRONG BACKS w 3 • The contractor is res onsible for en5urincj that all work and construction meets ~ PRAM- -PLATE z or exceeds current federal, state and local codes, ordinances and regulations, etc. N I I I N These codes are to be con51derea as part of the specifications for this budding plan. w O w • If in the course of construction, a condition exists which disagrees with that as I N I I I I 2xG STUD FRAME EXTERIOP, indicated on these drawm s, the contractor shall sto work and note the desi ner 2x I O"R.R. WALL w/g"PLYWOOD SHEAT ING, g p notify g I I I > @ I G"O.G. I I WE THEP BARRIER t BRICK the engineer immediately. Should he fail to follow this procedure and continue work, I II � I 12 I I I VENEER FINISH,TYPICAL he shall assume all resp onsibilit and liabilityariseng therefrom. 417— • Dimensions take precedent over scale - DO NOT SCALE DRAWINGS. 03 0 • The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for 8 "PLYWOOD FIRE BLOCKING a. construction means, methods, techniques, sequences or procedures or for safety G ACROSS ENTIRE ROOF FRAME G N SFCTioN �mi ,r iioN precautions and programs in connection with the work indicated. There are no warranties for a specific use expressed or implied in the use of these plans. FOUNDATION NOTES: 2x8"C.J. II I @ I G"O.C. • General contractor to review plans, elevations and details to determine I II I I II intended heights of finished floor above typical grade. I I z I WASH PREP BAY ( z II • Exi5tmg foundation to be pinned and solid concrete filled with fasteners as shown — in building sections. I I p , 2x10"R.R. I O • @ 7 Footings shall bear on undisturbed soil within bearing capacity of 1.5 ton5/561.ft. o 0 • Concrete shall be FC = 3,500 PSI @ 25 days • Concrete on 4"sand or gravel fill minimum, with GxG - I O/10 welded wire mesh ` reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor q�U ,pV barrier. Welded wire mesh is to be placed in the top third of the slab and is to be adequately supported by precast concrete bar supports to assure that the reinforcement 15 held in position during concrete placement and finishing. • Isolation joints are to be mstalled between the slab and the walls. Use preformed Joint filler that 15 to be cut 112"below the slab surface and the resulting Joint is to be filled 0 PROV.EPDXIED#4 STEEL �; I with an elastomeric Joint sealant. REBAR VERT. @ 1 2"O.C. o INTO EX15TING FOUNDATION w U • General contractor to install cop-r-tex(or copper)sheet metal termite shields WALL 4 NEW WALL ABUTTING N O between all wood surfaces that are exposed to concrete or masonry surfaces. (TYPICAL ALL AREA5) VESTIBULE p�_ • Dampproof exterior of foundation wall with a bituminous coatmg; Foundation N dU excavation 15 not to be backfilled prior to the installation of the floor framing. — — — — — — — — — — 1 O'-9"OPENING FRAMING NOTES: OUTLINE OF FOOTING • All lumber is to be Dou las Fir#2 or better at I G"on center — —-—-— 2xG STUD FRAME EXTERIOR g z WALL w/B"PLYWOOD SHEATHING, • All wood framing in contact with concrete or masonry 15 to be pressure treated. 'ACQ'designation O WEATHER BARRIER d BRICK refers to current arsenic-free treated wood standards and shall take the lace of'CCA' 0 VENEER FINISH,TYPICAL p U , 2x1 O"R.R. 1L • All TJI's are to be mstalled in accordance with the manufacturer's specifications and shall include O @ 6°O.C. O squash blocking web stiffeners at bearmg pomts on girders and other load bearing areas Cl w • Structural Steel A5TM A3G- FY= 3G K51 2x8 TRU55 IOIRT WITHIN ROOF z � FRAME, 2x6 VERTICAL STUD PLYWOOD TRU55 PLATE;SEE SECTION G"SUPPORT MULLION • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps, m 0 I BETWEEN EACH WINDOW etc. on these drawmgs are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be ° EXISTING CONCRETE BLOCK 0 v STRUCTURE TO REMAIN A5-I5 n 40LU nMed/bolted in accordance with the manufacturer's specifications. w 3 1u CAR WASH W q 2x 10"C.�. 3 • Solid blockmg is to be mstalled every 6-0" max. or mid span of all floor Joists with spans exceeding Qz @ I6 O.G. 8 8'-0". Blocking is to be installed at all point load bearing points. Q- • Exterior flashing is to be adequately mstalled at all connections between roofs, walls, I 2x8"R.R. p 1j 1j G~ chimneys, projections and penetrations as required by approved construction practices. @ I G"O.G. p FINISHING WASH BAY �u z " b 03 N Z 2x4 HORIZONTAL LATH W m 2xG STUD FRAME EXTERIOR " �" = BOARDS @ 30"O.G. WALL w/Z4"PLYWOOD 5HEATHI G OVER RAFTERS; F. CONTINUOUSLY AROUND I I GJ"STANDING SEAM g STORAGE AREA METAL ROOF(I 8gau6je) a R J 2x 10"R.R. @ 16 O.G. 7 5=rTioN I 2x8"R.R. ecrioN cTioN I secnon G @ I G"O.G. C B B I � I 2'-8" OPENING= 14'-0"OPENING b <V OF Ek,YD FRAME PLAN y / r3•��� a SCALE: 6" = I'-O" W 2J�o �o• 05-10q OFESSIO�P`� 92" LEDGER* 2x 10 TOP PLATE BOLTED TO EXISTING CONCRETE STRUCTURE W/8" 13OLT5 @ I G" O.C.; CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA HANG RAFTEK5 FROM LEDGER GROUND SNOW LOAD 45 It-, WITH 51MP50N ANGLED TEC05 BA5iC WIND SPEED 430 wrb I G2" STANDING SEAM METAL Ex, sure Catego E3 ROOF (I 8gauge) OVER 2x4 12 LATH BOARDS @ 3G" O.C. �E15N11C DESIGN:CATEGORY B 4 EATHERING Ep F 4 FP05T LINE DEPTH 3'-0" / 4" PLYWOOD TRUSS TERNIITE MODERATE TO HEAVY 0 R. @ /6' PLATE EVERY RAFTER ICE BARRIER R,EOUIRED YES " p\� O'C 2- C.B. THRU C.T. � R.R.(TYPICAL EACH RAFTER) TABLE R30 I .6 A!-LOWABLE DEF-ECTION O=E SIMPSON H7 CONNECTOR UCTURAL MEMEBER5 2� \� STRUCTURAL MEMBER ALLOWABLE DEFLECTION 8_o„ @ I x8 FASCIA w/VENTED SOFFIT Raftei h, ng slop,greater L/I 60 2x 10 CROSS TIES @ I G" a< than 3/1 2 m,ith no finished re hng atlached to rafters TECO EVERY TIE 2xG VERTCAL STUD 2- 92" LVL RIM/PLATE me-ior ma''=s. artitinn=> H/I L+o 2x 10 ACQ LEDGER BOLTED @ I G" O.U. FASTENED =loors,!.plastered oedmg- U36o TO BOTH RAFTERS $ WINDOWS AS SHOWN All other st uctural memebers U240 THRU CONCRETE w/g" CB CROSS TIES Exterior walls with ploc5tpr or HI:3W) • �tucro finish 2x4 ACQ STUDS FRAMED ON2xG STUD FRAME EXTERIOR WALLS Exterior wails-wind loads wits- U240 FLAT AGAINST EXISTING WALLLL F W/g" PLYWOOD SHEATHING; WEATHER b-ittle fmishey BARRIER BRICK VENEER FINISH xleriorwaly-wind IcadgwitJ L/I 2C CUT BACK EXISTING FLAB TO flexible f�nishcs ALLOW FOR NEW FOOTING; 2"X G" ACQ SILL PLATE PROVIDE PROPER 5P/,CING FOROVER TERMITE SHIELD EXPANSION JOINT OVER SILL SEAL; 3'-2" PROVIDE 51MP50N C520 EXISTING SLAB TO REMAIN W/ LPT4 CONNECTORS 8" DIAMETER ANCHOR BOLTS q W/ 7" MIN. DEPTH @ 45" O.C. N UNEX�AVATED W/MIN. 3"X3"xg'WASHER @ PLATE MONO POURED CONCRETE 92" LEDGER BOLTED TO EXISTING 1 G FOUNDATION WALL FTG. CONCRETE STRUCTURE W/8' BOLTS PROV. #4 REBAR REINFORCING LEI 6" O.C.; HANG RAFTERS FROM NAILING SCI-IEbULE WITHIN POUR(TYPICAL ALL AREAS) LEDGER w/ANGLED TECOS 20 1 L�V;CcD FF:A�v^` VO,:S..F,SOT+ n.!A;.L+tk ARCHITECTURAL ASPHALT 12 ROOFING WITH 1 5# FELT 101 JOINT VE5CRIPTION NAIL QUALITY NAIL SPACING OVER4" CDX PLYWOOD RC50I FRAMING BUILDING SECTION II B II WITH ICE �WEATHER SHEILD LJ G• @ PERIMETERS *VALLEYS O' ��.-ER_4_rvn F A'E TOE ti!A1LED �'-C"WALL:3-Bd PER RAFTED SCALE: = I '-ou \� 10'-C;".k/ALL;3-L'sd PER RAF"ER ... 4 @J ,7IUf:G JC!5-0 70'"LA-E TOE":.4'.I�D £ C"b`✓ALL:3-8d PEP,JOIST 51MP50N H7 CONNECTOR 0'-C"v✓ALL:4-5d FIE,JOIST I x8 FASCIA w/VENTED SOFFIT 2� CE'LINr JOIS. -0 rAP'.ALLEL R✓`x""EFL FACE 6:AUD, 51':E TABLE 2.7 EA.rt LAP --Mlt'r JO!5T LAP O;w?PA7r''!CN5 PACE.!"�A:'•L>-'!D 5 E`TABI 3.7 EACH LAP COLLAR TIE TO RAPTMR PACE WdLED 5ES T ArLE 3.4 PER PIE x6 CROSS TIES 16" O.C. Tc P,AF-ER TOE NA.°LLD 2-5-1 EACrl END 2-2" C.B. THRU C.T. * R.R. R!V BOARD TO'rAFTER, END NAILt D 2-'t bd EACH END (TYPICAL EACH RAFTER) WALL FRAMING 2xG STUD FRAME EXTERIOR TOP FLAT--TO'C"PLA-E FACE NAILED 2-16d PER.FOOT IFJ-;SG^-f0"t5 'AC°E A1LED 4-1 ad JOJN7T--EACH SIDE WALLS W/4" PLYWOOD SHED S`L,D?C s: v'D FA CE'aAlLED 2-'�d 24''0, SHEATHING, WRAP $ 51DING o HF_A^'=R TO NrADE: DACE ffA!L`C; '6d i 6"O,C ALONG EDGES ro 'oP OR'.3rti'`0M.PLATE TO Jr,' END!JA!'E D 2-1 6d PER 2X<t STUD 2- 2xG ACQ SILL PLATE 3-!: d PER 2XS STUD OVER TERMITE SHIELD 4-1 dd PER 2X6 57UD OVER SILL SEAL; RxIICJc;v ,Er.^.1c+5m,c°aLaCx!!,1G FACE !LED 2-!Cd "— PERFCoT PROVIDE SIMPSON C520 NO-CHED RAFTER W/ LPT4 CONNECTORS RAFTER FLOOK FRAMING RIDGE O _JO� �?TOS:LL.'O! p,�Tc,CG:RL> F r TO` ttr'�'.rD 4�8d PERJJ!5T RIDGE 1 e!uG!f.GToJ015- ,0 F NA!LFD EACH Ef.D EXISTING POURED CONCRETE SLCCK'NG TO JO'S" 'Of NA}LED 2-6d EACH LND BLCC;!NG TO 5JLL 0 RTOP FLA T c TCE NAILED' 3-!._d EACH BLOCK PAD TO REMAIN LEDGER 57 RIP T O 5EA"'4 FACE�iA!LED 3-1 6d EACH JO15T J015T Orw L`D'=ER TO L3EA^".< TOE R A+LED 3-8d FER,J015T TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING o, f D JOIST h:.AI!E D PE F,JO 1S- 52', - 5 T SILL F T,Cr t F ... t.:D ii.!:.,, O _L O., Fe.A'_ `O._NAILED 2-1 Gal PER FC?T ROOF 5HEATHING 4'FW'R!P!E'tE'.R ECGE RAFTER 20NE- !G"O/C-G"AT FAt,EL EDGES 5`P 'GTL'RA Pr1,>1E 8d A!0 AT IN-ERPAED!ATE SUPFORTS IN THE PANEL FIELD BUILDING SECTION IICII !?ITEF10�7 ZONE- i E"O/C-b"AT PANEL EDGE5 P40 !2"A-, RAFTER 8d !'1'L�t'EDIATE 5UPP%R75 IN THE PA:"IEL FIELD TOP PLATE SCALE �" = I '-On `'C'; P(DC-- Sr1r a,;H; ;G;`. Hlta 4'-C`^P THE P'R!h1!f'TFP ECGE OF T Hu ROOF.ItICIL JDING 4'-O'Ch LACri iDE OF i ti' ROCf`FLAK.i HE 4'-U"PE!�hfG.3 E ; TOP PLATE _� ' 4 EDGE ZO!TE A-'.ACHI`,',Ffv:'RFt:Ul�Ef rFx c c, LL nE i ic.F WALL STUD WALL STUD CLILING SNLATHING G`P`3L Y',VALL50AP,i? 5d COOLER5 7"!'DG`1 10"FIELD TYPICAL RAFTER TO WALL STUD GONNEGTIO!J FLTEP,NATIVE RAFTER TO WALL STUD CONNECTION WALL SHEATHING WIND RESISTANT CONSTRUCTION CONNECTORS 'PAL°A`:'EL5 aa.G_!•=.Rcxf.r*<�na! PROVIDE 112"SPACING .'2" °"EDGE/G'FIELD B TN/EEN THE END STUD CONNECTION LOCATION: PART NUMBER: NOTES: ;.12 i,5'I.,.7;1 C-`nco') At THE 2 OTHER STUDS , - __ FOR ALLOWING RIDGE-TO-RAFTERS L5TA24 APPLY TO EACH PAIR OF RAFTERS HO_DDOWN INSTALLATION CONNECT CORNER STUD G '..P of I To rRANSPeR SHEAR RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER 2 S%32" 3"EDGE!6"FIELD FASTEN WITH (2) 16d BEE ;,A =.'PA!,° S 7'i G' 6s ?,"EDGE 1 O FIELD COMMON NAILS @ G" C 2E,132" -d "EDGE I G"�!E'LD SILL GA3KEf ® a �E OF C�, RAFTER-TO-PLATE RT 15 APPLY TO EACH RAFTER 5d 00 r c NE TERMITE SHIELD 5!DEWALL ENDWALL 5� t"l (USE WITH 5PTH4 CONNECTOR) L 15 7"EDGE 'O" LD 4'EDGE ZONE- I Of O/C-G"AT FArTE'EDGE'`=AND 1 2"A` DEL.SILL PLATES 5� A PLATE-TO-WALL STUD 5PTH4 APPLY TO EACH WALL STUD 8d It!TERVrD!A-.E eUl"POR 15 11':THE FM!EL FIELD (TO OVERLAP JOINTS) ® 1 SHEAR WALL CORNER CONNECTION . 2ND. FLOOR WALL-TO-I ST. FLOOR WALL KLFTA OR MSTA3G APPLY TO EACH WALL STUD 11`7F.IORZOtlE- I."QlC-> "AT PAN'-L LDGES ANP i 2"AT FOUNDATION WALL t7ER0."D'ATE�UPPGRT 5 Ik;TN` PAr.EL FIELD Z f ® I HEADER-TO-JACK STUD LSTA 12 APPLY TO EACH JACK STUD FLUC)R 5r1}ACHINGim CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD ¢AL 5 A11E a- 1''O;:I E" 8a 'EDGE i 12"r! LD 4 y �� SHEAR WALL HOLDDOWN ANCHOR AD55 APPLY TO EACH 51DEWALL END SILL PLATES TO FOUNDATION ANCHORING �'p 057Boj �O�Q �,�� 15T. FLOOR-UNDER-SILL PLATE MSTA36 OR RS I G-R WRAP UNDER DOUBLE SILL PLATE "aa+!`g rea"re^r+ a„e hss-e a�v; !{stiearh+�c rs+!ed G+ Hes O.C.a tl e pa el CdLte. I` ,311 etxedii'fn I r:.!Cd rcne5 O.C.Bi me pi-pi ede to oI to+� CONSTRUCTION DETAILS WIND LOAD PATHCONNECTION DETAILS OFFSSIONF (USE WITH 3"SQUARE WASHERS) NOT TO SCALE USE THE FOLLOWING OR APPROVED U5P METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. ;`"eY•'Jll ske,e—"3!E-rr. +r+t. _ ,er CC—fCt«.j r_•++ eM thA j _I tarj I+t.y!Mg«of rj;le sili 1 t c rcrrntted to Fe red::ced to !-16d old per f�t. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. All exterior lighting CAR WA5H installed, replaced or repaired shall conform to Chapter172 REPAI R5 TO EXISTING CANVAS AREAS of the Town Code -- -- - - APP ED AS NOTED EX15TING CANVAS AWNING OVER CONCRETE PAD TO BE REMOVED. DA COMPLY W NEW WOOD FRAME WALLS * ROOF —� � _ ITH ALL CODES OF Yc NEW YORK STATE& TOWN CODES AROUND SHED STORAGE AREA NOTIFY BUILpiNG DEPARTMENTAT AS READ 631.765 18W 8AM TO 4PM FOR THE JRED AND CONDITIONS OF FOLLOWING INSPECTIONS: P SOUTHOLD TOWN ZBA I. FOUNDATION'TWO REO IRED SOUW0 TO —� WN _ PRINCIPLE STRUCTURE LANNINGBOARD TO REMAIN A5 EXISTING FOR POURED CONCRF T�- EXISTING CANVAS STEEL FRAME 2. ROUGH-FRAMING PLt� =<<, ISTEES TO BE REMOVED. NEW WOOD FRAME & INSULATION * FOOTINGS AS SHOWN * NEW 4. FINAL-CONSTRUCTION MUST """`-�-•---,�. DROPPED CANVAS EXTERIOR 9E COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF['JEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS-- OCCUPANCY OR USE IS UNLAWFUL ELECTRICAL WITHOUT CERTIFICA!INSPECTION REQUIRED �F OCCUPANCY i I 1=RONT ELEVATION r� --SCALE: FIRE INSPECTION_ I 4" = I '-0" REQUIRED BEFORE`. Certification OPENING� f'rtlflt:3ti011 May Be Required, OF Ne Mq 0. : „ Q.. •* �, :�, far „'>'t� �:�; .e $' a � } 9P 1 a . rr § „ x t r x i h. o. . .Q .. a ...:..:a. . ..... i, ....... ,; , e x% ur I 4 P V OAP._05�0� i FRONT ELEVATION pROFESSinN�'�'� P110TO NOT TO SCALE 5OUT'HOLD BUILDING DEPARTMENTS DESIGN CRITERIA OCCUPANCY CLASSIFICATION t3U5ltl1,_ GRC7LI L15E CAR W 511 - SECTION 304, 1 5L)ILDING OF NY . 2 HEIGHT TOTAL 1 5'-61 +/- FIRE AREA (5f) 1574 Sty. FT. - AC?DMON TO EX15T'ING 3 TYPE OF CON5T'RUCTION TYPE: V. AS DES CRIDED IN F'.Cri!)N G02,5 bl,)ILDING COPE OF NYC !T FRAIVIING_ EI_t"MENT S WOv'i) (NP_`tiA') 5 EGRE-55 E.XI5TING J NOT AFFEC I E!:) DY r;ON5TRUC:TION C. ENERc;Y C:ALGL1L,ATIc->r.+ NA NEW GABLE END TO RECEIVE 4" PLYWOOD SHEATHING, WRAP 51DING TO MATCH FRONT EX15TING CANVAS AWNING OVER CONCRETE PAD TO BE REMOVED. NEW WOOD FRAME WALLS * ROOF AROUND SHED STORAGE AREA PED CANVAS IN FRONT OF NEW 2x4 S EXISTING CONCRETE BUILDING t EQUIPMENT TO REMAIN A5 15 BACK IEVATION SCALE: 4" 2- 9z' LVL RIDGE: EXISTING CONCRETE STRUCTURE 51MP50N C520 BEHIND TO REMAIN CONNECTOR(TYP. ALL) I G2" STANDING SEAM METAL ROOF (I 8gaucge) OVER 2x4 LATH BOARDS @ 3G" O.C. 2 J" CB H RU C.T. R.R. O C (TYPICAL EACH RAFTER) 6„ 12 Zx8�R• 8" PLYWOOD ON --'-1 .4 SIMPSON H7 CONNECTOR FULL LENGTH OF 2x6 PLATE VERTICAL _ WALL 5TRONGBACK FRAME 1 x8 FASCIA w/VENTED SOFFIT x 2xS CONTINUOUS 2xG CR055 TIES @ I G" O.C. i BL0 KING 2- 92 LVL RIM/PLATE 2xG STUD FRAME EXTERIOR VAS IN FRONT OF WALLS w/8" PLYWOOD SHEATHING NEW 2x4 STUD FRAME WALLS EXISTING CONCRETE + BUILDING $ EQUIPMENT I TO REMAIN A5 15 N 2"X G" ACQ 51LL PLATE OVER TERMITE SHIELD 3, OVER 51LL SEAL; PROVIDE 51MP50N C520 EX15TING SLAB TOR MAIN W/ LPT4 CONNECTORS 0 POURED CONC. I`OUNDelo W1 7" MIN. DEPTH @ 46" O.C. WALL; 24"d X I8"ww STEEL REINFORCEMENT UNEXCAVATED P, W/ MIN. 3"X3�� ��WASHER PLATE MONOLITHIC PO FOOTING 8 @ W/STEEL RE ORCEMENT '� _6 4 F NC4,l- O �' P � Mg22 •Q� BU IIL_DI NG SECTION "A11 o, SCALE: 4 2S } r p9lb C7 05� R0FESSIONP� GENERAL NOTES: Z4'-o" • The Information on this set of construction documents Is to relate basic design Intent and framing details. They are intended as a construction aid, not as a — — — — — — — — — — — — substitute for generally accepted good building practice and are in compliance with 201 0 New York State Building Codes. The general contractor is responsible for z providing standard construction details and procedures to ensure a professionally I I O I z finished, structurally sound and weatherproof completed product. Q O • General contractor to coordinate all subcontractors, scheduling of work and I I @ I6 p C � interaction between trades. O `L ? 2x6 STRONG B w l • The contractor is responsible for ensuring that all work and construction meets ii z FRAME tPLA I z or exceeds current federal, state and local codes, ordinances and regulations, etc. J O i— These codes are to be considered as part of the specifications for this building plan. I I LLJ O • If inthe course of construction, a condition exists which disagrees with that as oz �� 2x8"R. ing . indicated on these draws, the contractor shall stop work and notify the designer the engmeer immediately. Should he fail to follow this procedure and continue work, I I N @ 6" C. I I 2x6 5TUD FRAME EXTERIOR he shall assume all responsibility and liability arising 2 therefrom. II J 4� ( I I WALL w/ "PLYWOOD SHEATHING 1 DROPPED CANVAS EXTERIOR • Dimensons take precedent over scale - DO NOT SCALE DRAWINGS. I II �N I I _\ I FINISH,TYPICAL • The designer has not been engaged for construction supervision and assumes no I I N responsibility for construction coordinating with these plans, nor responsibility for ""PLYWOO FIRE EL OCKING ± construction means, methods, techniques, sequences or procedures or for safety secrioN ( II I CCROSS TIRE ROOF FRAME I I secnou precautions and programs in connection with the work indicated. There are no A A warranties for a specific use expressed or implied in the use of these plans. I II FOUNDATION NOTES: 2x6"C.J. II @ U.C.16" • General contractor to review plans, elevations and details to determine ( II intended heights of fmished floor above typical grade. • Existing foundation to be pinned and solid concrete filled with fasteners as shown in building sections. 2x8"R.R. • Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. I I @ 16"O.C. -7 • Concrete shall be FC = 3,500 PSI @ 28 days I II • Concrete on 4"sand or gravel fill minimum, with GxG - I O/10 welded wire mesh reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor barrier. Welded wire mesh is to be placed in the top third of the slab and is to be adequately supported by precast concrete bar supports to assure that the reinforcement is held in position during concrete placement and finishing. • isolation Joints are to be installed between the slab and the walls. Use preformed Joint filler that is to be cut 1/2" below the slab surface and the resulting Joint is to be filled PROV.EPDXIED#4 STEEL with an elastomeric Joint sealant. REBAR VERT. @ 1 2"O.G. INTO EXISTING FOUNDATION • General contractor to mstall cop-r-tex(or copper)sheet metal termite shields WALL$NEW WALL ABUTTING between all wood surfaces that are exposed to concrete or masonry surfaces. (TYPICAL ALL AREAS) 23'0" • Dampproof exterior of foundation wall with a bituminous coating; Foundation excavation Is not to be backfilled prior to the Installation of the floor framing. — — FRAMING NOTES: OUTLINE OF FOOTING • All lumber Is to be Douglas Fir#2 or better at I G"on center • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation p refers to current arsenic-free treated wood standards and shall take the place of'CCN U 2x8"R.R. • All TJI's are to be installed in accordance with the manufacturer's specifications and shall include @ 16"O.C. O 2x4 STUD FRAME EXTERIOR squash blocking web stiffeners at bearing points on girders and other load bearing areas O 2x8 TRU55 J TS (THIN ROOF z WALL w/DROPPED CANVAS FRAME, 2x VERTICAL STUD EXTERIOR FINISH,TYPICAL • Structural Steel ASTM A3G - FY= 3G KSI PLYWOO TPU55 PLATE: SECTION ALL SIDES • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps, LU m p I O EXISTING CONCRETE BLOCK U U etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be O w STP,UCTURE TO REMAIN AS-IS ro 40� nailed/bolted in accordance with the manufacturer's specifications. w 3 w J. • Solid blocking is to be installed every 8' 0" max. or mid span of all floor Joists with spans exceeding 3068 Q @ I c O.C. 8'-0". Blocking is to be mstalled at all point load bearing points. U 3 I n D • Exterior flashing Is to be adequately mstalled at all connections between roofs, walls, 2x8"R R \ w " chimneys, projections and penetrations as required by approved construction practices. @ 16"O.G. \ O O N Z 2x4 HORIZO AL LATH 2x6 STUD FRAME EXTERIOR �N = BOARDS @ 3 O.G. WALL w/a4"PLYWOOD SHEATHI G OLLJ VER RAFTERS; I G�'STANDING SEA g CONTINUOUSLY AROUND METAL ROOF(I 8gau e) STORAGE AREA 9 J N 2x8"R.R. 6"O.C. ecnorc I 2x8"R.R. cnoN eaioN secnoii '' G B B PEE NCW Y o i n •,,i�,•-S � fOAME PLAN SCALE: 16" = 1'-01, --- AROFESSIONP� 92" LEDGER$ 2x8 TOP PLATE BOLTED TO EXISTING CONCRETE STRUCTURE w/8' BOLTS @ I G" O.G.; CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA HANG RAFTERS FROM LEDGER GROUr113 SNOW LOAD A Ihr, WITH 51MP50N ANGLED TEC05 t3A51C WIND 5rEED !30 mirk I G2" STANDING SEAM METAL Ex,.o,3ure Cate'lo 8 ROOF (I 8cgauge) OVER 2x4 5EI5%11C DESIGN CATEGORY B 12 LATH BOARDS @ 3G" O.C. WEATHERING 5EVERE 4 FR057 LIFE DEPTH 8 R 4° PLYWOOD TRUSS TERMITE MODERATE TO HEA\/Y @ /G„O G PLATE EVERY RAFTER 2-2" C.B. THKU C.T. R.R. ICE BARRIER REQUIRED YE5 (TYPICAL EACH RAFTER) TABLE K30 I .G 51MP50N H7 CONNECTOR a d ALL01ti'ARLF DEFLECTION OF 5-RUCTURAL MEMEBERS Z,\( O o STRUCTURAL MEMBER ALLOWABLE DEFLECTION o — 1 x8 FASCIA w/VENTED 50FFIT R.nf.ers 1,ovinj sloe=c3reater UI 80 R055 TIES @ I G" O. ttan All 2 with no firneh^d,-P linq < itlachera to rafters ` TECO EVERY TIE 2xG VERTICAL STUD 2- 92" LVL RIM/PLATE rite-nor wali5 4 r�artdinn= H/I eO 2x 10 ACID LEDGER BOLTED @ I G" O C. FASTENED TO BOTf RAFTERS � -',00rs a�laste�'ed ceiling C= LI6U NI other structural rner gibers U?`J THRU CONCRETE w/g" CB CR055 T1=S 2x4 STUD FRAME EXTERIOR WALLS Exter,or v,alls with Isster or H/3F.0 W/-5" PLYWOOD SHEATHING; DROPPED r ;i, cnfirii h 2x4 ACID STUDS FRAMED ON CANVAS SIDES TO BE PROVIDED Exterrerw3lls-wind Icad5with Ua40 FLAT AGAINST EXISTING WALL b�itHe Finisher 6� `xtenor v a!Is-wind loads wit L/I 20 CUT BACK EXISTING 5A5 TO -lexible f niches ALLOW FOR NEW FOOTING; 2"X 6" ACID SILL PLATE PROVIDE PROPER SPACING FOR OVER TERMITE SHIELD EXPAN51ON JOINT OVER 51LL SEAL; 3'-2" PROVIDE 51MP50N C520 fl EXISTING SLAB TO REMAIN W/ LFT4 CONNECTORS DIAMETER ANCHOR BOLTS W/7" MIN. DEPTH @ 45" O.C. N W/ MIN. 3"X3"x8' WASHER @ PLATE UNEXCAVATED 92" LEDGER BOLTED TO EXISTING I_G" MONO POURED CONCRETE CONCRETE STRUCTURE W/ BOLTS FOUNDATION WALL$ FTG. FROV. #4 REBAR REINFORCING @ I G" O.C.; HANG RAFTERS FROM WITHIN POUR(TYPICAL ALL AREAS) LEDGER W/ANGLED TEC05 NAILING 5CHEDULL ARCHITECTURAL ASPHALT 12 GO+JSTp!,CTl;O!)F,nAl,'1,Ci1- ROOFING WITH 15# FELT 101 joll"11 vr5CRII'710N NAIL QUALITY NAIL 5PAGING OVER4" CDX PLYWOOD BUILDING 5ECT1 ON IIRII WITH ICE * WEATHERSHEILD LJ ROOF PKAMING @ PERIMETERS $ VALLEYS 110G RA°-rc,TO TCP P ATg t°''-C""VALL:3-nd PER FArTEF. SCALE: 4 TO T " = I '-O" o'-CT"t':ALL ,--'d PER R�F 51MF5ON H7 CONNECTOR r�-�n r4A,-f TpF tili4lt kC �'8'-!"` t`JAI�: �:-I F��JC_`1G5'7 i O'-r"t ALL:4-5d F'LF JO!' 2� r.l_,fl! r. Tp s EAi.:_ I.RA. P,trr t.tt:�. . _. ,e,L' =.! .';'-;7 LA7 I x8 FASCIA w,/'/ENTED SOFFIT CFII"•: JnlaT Lq C;. ? tac't'IC+) P°(trF FA,ED E-' ;ABLE 3.7 EACH i.A i"O'_!.!+~;`irTO P,/:rttG '"ACE I•(,a",t,^, r_rt";AE�LL .,�? �_�,`IE x6�CROSS TIES I G" O.G. ._ �.-_ O �1V«C!,I++G tc P=AFTEF TCv ' !;Alit3 2_6td EACH LIT-) 2-2" C.B. THRU C.T. � R.R. � Rlr!t3007 10"t trl t14D NdA ILf;r, 2-1 GJ EACH +t,, (TYPICAL EACH RAFTER) — WALL FRAMINC- 2xG STUD FRAME EXTERIOR TOn :_!i. ,.f1 ,_ P Ai_ R'u 2-i C­ PEF.FOOT pr rLA Fc,try. IfsT� rt `:Int.,, PAGEr.Jr+II.ED 4-1d n;r. EACH s:^E WALLS w/4rr PLYWOOD Sf1ED 5 ^Tcs; I PACE NAIL°^ 2-1'd 24'01 SHEATHING, WRAP � SIDING 9 HP_A.:,P,wp HE,ADEP, PAaE N:ILED Gd G"O/C A!-,,);EDCE5 - P cl�ED m P;ATE f 0 5'U,h END NAI?LD 2-1 61 F'EF:2Y-1 `_=STUD 2- 2x6 ACQ SILL PLATE 3-1%d F'F.F:2YG STUD OVER TERMITE SHIELD —I Gd FEr•2Y S- U P . OVER SILL SEAL; r;.T;r+pr.,,PLAT E"O BLOC'?JOL`, PROVIDE 51MP5ON C520 5Al;-Jc1ST END JOI*iT,-F E5LCCK In;G FACE NAILED 2-1 Gd ?E?f'C{ T NO CHED RAFTER W/ LPT4 CONNECTORS RAFTER OF NE f LOOP;PKAMING RIDGE RIDGE O w YQ� J0`3T To TO`r�TF.OR TpF NAIL Fri 4-gd FEp JO!T-T �q2 Flt�ll %!NG'OJUIF' `ct I"'AlLt''D 2-8-d EACH Eur) EXISTING POURED CONCRETE aLrrr lrlr-r ,rlc r r,v,E l;Aii t D 2 �ci ERC" END * i� �� lid PAD TO REMAIN 3,( C t 1tJG?O 51LL OP\TOr rLATI! 70E NAILED? 3-1 Ed EACH BLOCF, S LEDG F 5' +P T. F C.F_N 7_IGd EACH JOI�' r W G+ r p 5E A r f F rP IC" JOI `(�v L`DGE.TO_.uA.". TOE NAILED 3-L1,d P�_ 1015, TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING PA':D.'.o!a' TO JC!E�" ENDP;AILE 3-1 6d ?`- JOIF N G u.AN JCICir 7p F`� L Or TpF riA"._ ToF NAILED 2-I GJ P ' pp" �• 051�9 V ROFESSIONP ROOF SHCATHING 4'PERIty F ER ID GE ZOFlf.- I G"O.O-G"AT PAN`_L EDGES RAFTER S`?�CTL.'?�_AL PA+aE+� 5J A.ND A-!I,FEF,9EDIATE 5!JPPORT z IN THE PANIEL FIELD BUILDING SECTION IICII If Mtlf!C'P.201%iE- +Gam"O/C-G"A-PA!!EL EL)GEr A!lD 12'AT RAFTER 8d !NTERF."`_DIATE vU??3R S Ito THE PAriEL FIELD TOP PLATE F'Gk RCO`StiE .'t lF SCALE: I '-O" G,., HIN 4'C"OF THE rE' ;PfF";L'R L'DGE Cr'THL I;CC)P.RJCLUDIFJG W-L)"OP.d EACH 5! + OF i PIE.ROOF'PEAK,THE 4'-0'PEIZIh,!E.T ER TOP PLATE 4" = FDL:E ZONE ATTAC104E'`REpi,,cFn✓,Fe T «+ALL 5E LIHD WALL STUD WALL STUD CEILING SHEATHING 4 A G r'PSU+/'�VALLBOA?.D 5d COOI.Lf" 5 7"EDGE 10"F IELD TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION WIND RE515TANT CONSTRUCTION CONNECTORS WALL SHEATHING PROVIDE I/2"SPACING TRJC TUPAL PANELS ; ;da.G>I,.R�,f;r. nailTWEEN THE END sruD CONNECTION LOCATION: PART NUMBER: NOTES: r`r AID THE 2 OTHER STUDS K. i G';eadt FOR ALLOWING RIDGE-TO-RAFTERS L5TA24 APPLY TO EACH PAIR OF RAFTERS HCLDDOWN INSTALLATION CONNECT CORNER STUD " I I E,a,Gsl" R °+'na''`I FDrF F ro TRANSFER SHEAR RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER 25%32 -r.,� � 3 �✓��I G"FIELD FASTEN WITH (2) I Gd FIaFQ f3ARL%PAti;`_u ?,`;6'' Gd '"EDGE l G"FIELD COMMON NAILS @ G"O.C. 25132" �.d "E�G ./v"FI U? SILL GASKET APPLY TO EACH RAFTER rtl_)! A/Ci t✓ 17 n r t „r.e ® RAFTER-TO-PLATE RT 15 TERMITE SHIELD (USE WITH 5PTH4 CONNECTOR) SIDEWALL — 5cd C..OLER.. 7"�DG_, ,o I LD ENDWALL PLATE-TO-WALL STUD 5PTH4 APPLY TO EACH WALL STUD •'i'EDGE ZO,:E- I G"G/C-G"AT PANEL EDGES A''iD 12"A` DEL.SILL PLATES NAPDEd A�D 8d 1';1 ERI,'_DIATE 5UFFORT5 I1`1 THE PA'1EL FIELD (TO OVERLAP JOINTS) SHEAR WALL CORNER CONNECTION 2ND. FLOOR WALL-TO-15T. FLOOR WALL KLFTA OR M5TA3G APPLY TO EACH WALL STUD INTEPIOI;ZC"E- I G"O/C-G"A.T PANEL EDGES:AND 1 2"AT FOUNDATION WALL HEADER-TO-JACK STUD LSTA 12 APPLY TO EACH JACK STUD �d RFERN'EDIATE 5iJFi ORE S IN THE PAt IN-P1ELD FLUOR,5HLATHING CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD L'J G"EDGE !2"FIELD SHEAR WALL HOLDDOWN ANCHOR AD55 APPLY TO EACH 51DEWALL END SILL PLATES TO FOUNDATION ANCHORING 15T. FLOOR-UNDER-SILL PLATE M5TA3G OR R51 G-R WRAP UNDER DOUBLE SILL PLATE ' F:211r+"g tee.,"e F_+''G one 1-"75e;.'I C'^Y:?!'+F�C3tH+�td rp:led.'mL^kcs O.C.a'`+'e t.%a'"el t'dge• If r,:ail F,,e:}tI-;��,�--.�,?rd 3 :-.ch, O.C.ar tire Karel ed_3e to oI-�ta,,z CONSTRUCTION DETAILS t- WIND l_CAD PATH CONNECTION DETAILS (USE WITH 3"SQUARE WASHERS) a+sr�he�.caC at e5,+"a,1.: eC'.reh N"tr;+vr Gk� at:T ; •e++he^r:9'at'1 e dr h!ed,or a! NOT TO SCALE USE THE FOLLOWING OR APPROVED LISP METAL CONNECTORS FOR PROPER WIND PE515TANT CONSTRUCTION. y 'e ;S.r'I=,+•egrHiwrc =crt t•t- =�y,er co�r,ec+m re„f e"�•t"e tahtiarfi,f „+,}^e«of to be reduced to 1-I Gd vad Per t y` FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. �i �i II I' f� PHOTO I °. S b Ili O 1 G� � hO ti �� so IPACi PHOTO 2 !b�0 k11 \� 00 CT 0 PHOTO 3 PHOTO 4 eye° a PHOTO 3 e� a �Y j O., PGA 94 m d d 8. d pmn. ° ° d PP°^fp��f + a e oLy o F• O 'lye, 16 2 4 G�C,o & y� .�t9. s, � o + n PHOTO 4 Kati Po PHOTO 2 COP � � 02,o °�QP��tl1910 J PHOTO I Ilk Q�� 0)-�13 61 1 5, S g g,O Ph OTO KEY SITE SCALE: 32" = I '-o" 5CTM: 1000- 1 25- 1 - 1 9.5 5 �2.29 Information taken from survey prepared by Nathan Taft Corwin, Land Surveyor, Jame5port, New York P j MA most recently updated September 27,201 6 ,� P Photos taken and provided by property o � ° cc h, owner, April 201 7 °• 05��°�y C7 A�OFE'ssio �-� ROOF GUTTER �0�. E O o O LO STRUCTURE ILLLU o to o LEADER Yd �OIN Quo S LI RR - EXTEN51ON 501L t GPA55 GRADE ®®®®® .\\�. . ��\\i\\ ®®®®® 10'-0" MIN w V TYPICAL LEADER ELEVATION/SECTION NAST CONCRETE Not to 5cale EXISTING GRASS !NG RING- RUNOFF NOTE: 8'-0"0 x DEPTH CALCULATED Gutters continuously around; Leader locations a5 per CLEAN SAND GRAVEL m5taller-all leaders drain to G"0 PVC pipe to new drywells. RUNOFF CALCULATIONS: I G72 x .I G7 x 7.5 = 2094 gallons of runoff @ (1) 1'-0"x 8'-0"0 capacity = 300 gallons 2094/300 = G.9 Runoff Containment Requires: (2)4-0"deep x 8'-0"0 ring (provides 2400 gallons total capacity) N SITE PLAN SCALE: ice' = P-0" 5CTM: 1000-1 25-1- 1 9.5 Information taken from survey prepared by Young $Young, Land Surveyors, Riverhead, New York oP o dated July, 1 083 I 171 I I I I I � i 20 TEST HOLE EASTING MASONRY BUILDING TO REMAIN v DATA OBTAINED BY YOUNG YOUNG date not Indicated 1 8i I z F X I W I I .Go EXISTING DETAIL REBUILT AREA SHED EXITING PAVEMENT o U) a DRYWELL I o Z DRIV Y ENTRANCE T EMAIN. EXISTING TRENCH DRAIN * LEACHING POOLS TO S7j°l9OO°w �2 TEST HOLE REMAIN AS DESIGNED BY 29. (EL. IG.0) YOUNG * YOUNG ENGINEERING EXISTING GRASS f SURVEYING AND APPROVED BY SOUTHOLD TOWN PLANNING BOARD 5OUTHOLD BUILDING DEPARTMENT DE51GN CRITERIA 0+.;� `:C+ G_=`-�`^AT+CP: 'J`:"w;-��•C-^'�nJFc� S69°�9p0'W EXISTING CURB CUTS t 09.6/' ASPHALT PAVEMENT TO REMAIN; raK.,w =r L✓ F,�J j` - CONSTF.UCTION TRUCKS, G�,T +s-e� - EQUIPM=NT, TOOLS, ETC. TO 5C331940„w 20.30' Ft�Z'ARF 25-51 �..=T.- _v_rT��C' ,�==' ENTRANCE PROPERTY HERE. —F— _ ;i;='ti TrF` .A.5 DC�'.G. r� r ±„T:01<G'O 5 i5- :'�.w �. .._ _ .. MAIN ROAD (NY5 RT 25) D r,..r-..OE OF EGw TF u_I_ e''iAT+OiJ A�-F`P.5_'C'-D'4 :poC-'E5J i_L i'. cc) Taw':i` D�"6":rF f4? NA rl�?�v"i�`�flztl�l�J^TiQKi P¢N.