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Home My WebLink About31629-ZFORM NO. 4 TOWN OF SOUTROLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-32069 Date: 12/12/06 T~IS CERTIFIES that the building NEW BUILDING Location of Property: 11155 MAIN RD MATTITUCK (ROUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 142 Block 2 Lot 22 Subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 1, 2005 pursuant to which Building Permit No. 31629-Z dated NOVEMBER 28, 2005 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 NEW COMMERCIAL BUILDING (RETAIL DELI) AS APPLIED FOR, AS PER CONDITIONS OF ZBA #5531 DATED 7/1/04, & AS PER FINAL SITE PLAN APPROVAL FROM THE SOUTHOLD TOWN PLAIgNING BOARD DATED 11/14/05. ~e certificate is issued to BREMERS MARKET & DELI, (OWNER) of the aforesaid building. INC. ~U~f~)LK COU~Y DEPART~T OF ~"~ ~PPRO~-~J~ C10-04-0009 10/26/06 ELE~-iaIC_AL CERTIFICA~7~ NO. 105994C 09/25/06 PLt~4BERS CERTIFICATION DA'£~U3 09/06/06 PETER A. PHILLIPS SR. ~Authorized Signature Rev. 1/81 TOWN OF SOUTHOLD TOWN HALL 765 1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the fol'16wing: A. For new building or new use: ' ~ 1. Final survey of property with accurate location of ail buildings, property iincs, streets, and unnsual ~natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 fo~m). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees t. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupaucy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: Date. Old or Pre-existing Building: (check one) House No. Owner or Owners of Property: /7/f-,o t~ Suffolk County Tax Map No 1000, Section Subdivision Permit No. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Date of Permit. Street Hamlet Block ~ 2_- Filed Map. Applicant: Lot ~_ Underwriters Approval: Lot: Final Certificate: heck one) ~' -- signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31629 Z Date NOVEMBER 28, 2005 Permission is hereby granted to: MARKET BREMER'S 11155 MAIN ROAD MATTITUCK,NY 11952 for : CONSTRUCTION OF A RETAIL MARKET AS APPLIED FOR PER ZBA, PLANNING, AND SCHD AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 142 pursuant to application dated NOVEMBER Building Inspector to expire on MAY Fee $ 452.00 11155 MAIN RD MATTITUCK Block 0002 Lot No. 022 1, 2005 and approved by the 28, 2007. ~~~~ ~//S ig~nat ure ORIGINAL Rev. 5/8/02 Issue Date 9/25/2006 Electrical Inspection Certificate Electrical Inspection Service, Inc. 375 Dunton Avenue East Patchogue, New York 1'1772 (63t) 286-6642 Application 105994C Issued To: Bremer*s Market & Deli, Inc. Street: 11155 Main Road Village: Mattituck Zip: Section: Block: Lot: 11952 Town: Southold Contractor: Desposito Electric inc. Was examined and found to be in compliance with the National Electrical Code. Lic. # 32624-ME [] Commercial L~ Residential ~ NVDefects [] Pool X[~ lstFIoor [] Indoor ~ Basement ~] HotTub ~_~J Det. Garage [] Attic ~] 2nd Floor [] Outdoor [] Addition [~ Survey Switches Receptacles Fixtures CFI Heaters A/C Fans 14 35 30 4 2 5 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1/20 1 Gas Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 X Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 400 1 [] / Bldg. Permit: Other Equipment ~--200 Amp Main Breaker Panels, 4- Exit/ IEmergency Lights, 3- Time Clocks Hugo S. Surdi President Rough Inspection: 03/22/2006 Inspector: Aneal Angelillo Final Tnspection: 09/20/2006 Inspector: John Mc Mahon Ill This certificate must not be altered in any manner. Inspectors may be identified by their credentials. Town Hall, 53095 Main Road P.O..Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. B/~..~ q Owner: /~//~TA//d k/ 1~- (~r'~*/'t't E (Z~ (Please print) Plumber: p~.~h ~ ~j//l ~5 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this ~ day of %4[~..~,~, 200(> Notary Public, ~ Lt~\~ County ~ '~APPEALS BOARD MEMBERS // ND ] Ruth D. Oliva, Chairwoman ( (~)x/ Gerard P. Goehringer ~ Lydia A. Tortora Vincent Orlando James Dinizio, Jr. Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 Tel. (631) 765-1809 Fax (631) 765-9064 http://southoldtown.northfork.net JOC - BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 1,2004 ZBA 5531 - BREMER'S MARKET AND DELI d/b/a NORTH FORK MARKET & DELI Properly Location: 11155 Main Road, Mattituck; CTM 142-2-22. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the properly under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 9,600 sq. ft. lot has 75 ft. frontage along the Main Road and 128 ft. frontage along the east side of Legion Avenue in Mattituck. The property is zoned B Business, and was recently improved with a fire-damaged building formerly used as a deli market business. BASIS OF APPLICATION: Building Department's April 15, 2004 Notice of Disapproval amended April 20, 2004 and amended April 23, 2004, citing Code Section 100-103A. The reason stated in its denial of a building permit application is that the proposed building notes a "right-of-way" setback of 23 feet from Route 25 (Main Road) and 1.33 feet from Legion Avenue. The denial indicates that the code requires that structures be at least one hundred (100 feet) from the right-of-way. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 20, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to reconstruct the former deli building with new construction containing 1,840 sq. ft., set back 23 feet fro the front line along the easement of NYS Route 25 (Main Road) and set back I ft. 5¼ inches from the west line along the easement of Legion Avenue. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant's property is a small corner lot with frontage along two streets. The building that was used previously as a deli was situated in a location that did not provide adequate parking or loading areas for vehicles on site. This new building has Page 2 - July 1, 2004 ZBA No. 5531 - Bremer's Market/Deli CTM 142-2-22 been planned with an interior, on-site flow of vehicles around the building, with at least 8 parking stalls and designed to prevents backing of vehicles onto the street. The buildings which exist on other parcels to the east of this site, along the Main Road, are visibly closer to the Main Road dght- of-way than this proposed building. To the west are a cemetery, then the Mattituck Shopping Center. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The lot is only 128 feet deep and 75 feet wide, and fronts along two streets. There is no other alternative for applicant to pursue. 3. The relief granted is substantial, with a reduction of 77% reduction of the code required 100 ft. setback from the Main Road. 4. The difficulty had been self-created, in that the parcel has existed with a nonconforming side and two front yards, which lends to the difficulties in establishing an "building envelope" under the current zoning regulations. 5. No evidence has been submitted to suggest that a variance in this business district will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of this relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new building, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community, 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 Goehringer, seconded by Member Dinizio, and duly carried, to GRANT the variance as applied for, as shown on the 5/25/04 site and building elevation plan, signed by John J. Condon, P.E. 5/26/04, SUBJECT to receiving the Planning Board's review determination under the site plan provisions of 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. Vote of the Board: Ayes: Members Oiiv. yA (Chairwoman), Goeh. ringer, Orlando, and Dinizio. Resolution was duly adopted (4-0). (M~n~)_er T__o~ora,.,~L~s/a~nt due to illness.) Ruth D. Oliva~ Ch-airw~)"r~-~n -7/2/04 . , ,Approved for Filing This Nov 28 06 07:53a PLANNING B OAP~ JERILYN B. WOODHOL'SE Cha~ KENNETH ~T~ H. SIDOR GEORGE D. SO~MON JOSEPH L. TO--SEND November 13, 2~6 PLANNING BOAP, D OFFICE TOWN OF SOUTI~IOLD MAILING ADDRESS: P.O. Box 1179 Southoad, N~ 11971 O~'FICE LOCATION: Town 11all Annex 54375 State Route 25 (cot. Main I~.. & ¥ottnga Ave.) Sou ~t~old NY Teleoho~x~: 631 765-193~ Fax: e~l ~'65-3~36 Henry Bremer Bremeds Market & Deli P.O. Box 790 Mattkuclg .New York 11952 Nordx Fork Market & Deli 11155 Ma;n B~oad, Matfituck Sc.~rM #: 100C-142-2-22 Dear Mr. Bremer: the written request of Ham~, Brenner of Bremer's Market & Deli. dated October 2, 2006, der~il;,~g e~ierior ~,cl mrefior revisions, Plarming Dcpamnenr staff reviewed the submkted materials and m-build sire plan In reference to the above, the Pla.~i.g Board held a work session on November 6, 2006 to discuss tb.e submitted materials, inc], ~l;.g the as-built pla~ prepared by John ]'. Co~don dared Segtember 1, 2006 and last ret~scd October 23, 2006, the site plan signed approved on November 14, 2005 amd the resolmion dated November $, 2005 regarding r. he above referenced site plan applleation. In reference to the above, the Planning Board has accepted frae 'As-Built' plan dated October 23, 2006. This is to inform y;u that the site plan requirements have been satisfied and inchde the following ite~r~: · The ?hn.ing Boaxd approves the chun§e m ourdnor lightlng L,x~xn lanterns to hl-hal so£fit lights. * The P]anning ~oard approves the required 9 Parking spaces. :. * The pl~nnlng Board approves the imt~lhrlon of refleaors oa the tuilitypole located on Legio~ Street, as per the letter £romthe Town Engineer dated October 16, 2006. * In addition, the Planning Board agrees parking stalls should not encroach into the Town Rig~-of-Wayand should nc,t be counted towards r. he parking calculations, a~ per the comments of the Town Eri~ineer ha tko letter da',ed October; 6, 2006, the Planning Board agrees that the additional pa&;-g stall wili .not intede, re with the. wad provided that a curbing and/or dMder be ,,~;-~i-~d to separate this parking s?cr~ from the new sidewalk This l~_er does not condone any changes from the as-buik site plan and approvals from other agencie-. ;f required. Respectfully !/Jezilyn B. WooAhome Ch~i,pe~on B, fildin~ Departmem Town Engineer Nov 28 06 08:02a ~' SUFFOLK COUNTY DEC '~RTI~.~NT O2~ HEALTH SERVICES CERTD?ICATE OF APPROVAL r)F FOOF SERVICF, ESTABLIS..~:'dENT FOR CONSTRUCTION, ALTER&T~ON OR ~:~EMODELIN(~ Applicant Bremer's M~ket & Deli l~ ~hab~ishmcnt Location M,?.t:tuck. New York Approval is issued ~--~-e~ the pr:>vision', :ffArtic~.e 13, Section 130,!fof~e Suff[~lk County Sanitary C~de for: ~ 1)__X N,w Structure 3)._ __ Covvcrsion 2).__ Remodeling 4), THE FOL).OW~-~;G CON'DI'['.?.)N$ APPLY: 1) THAT TIlE PROPOSED CONSTKUCTION )Y 1~[ CONFOR~¢2".TY x~V~TH THE PLANS AND ,~PECIFICATIONS APPROVED B~ 'i' HIS DEP~ RTM1/NT. 2) THAT THE APPLICANT ~ON~I'ACT THE ~:~}OD CONII~OL OFFICE AT 63I 852-5873 ?O ARRANGE AN INSPECTION 0 t:' COMPLETED CONSTRUCT[O~ ~ _I'RI__.O_.R 3'0 OPE!! Al'ION. 3) THIS CEE.£IFiCATE IS NOT A ~'ERMY£ '£O OPEF~'~,'2 A FOO]'t SERVICE ESTABLKSHM[ENT. OPERATION WVrlIOUT A SATISFACTORY ~ },%OPERATIONAL INSPECTION AND/OR A PERMIT TO OPERATE W~LL i:,'ESlJ-LT IN LEGAL ACTION. 4) THAT THE AP?tlCANT ,SHALL ASSURE (ONFORMANC, E WITH T~ib FOLLOWING .a~MENDMENTS TO PLANS AND 5PECIFICAT~O'NS: a) Provide aa a,gequate menu ~dvisory. b) No food related items storexi below first ~1'~ floor bathv~,~m. DA'IF TRAINING AND PLAN REVIEW' UNIT 360 Yaphank ;Fro. Yopnanr.. N.¥ ~¢so t~l as2-sl7~ STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y, 11788-5518 October 13, 2006 Southold Town Hall 53095 Route 25 P.O. Box 1179 Southold, NY 11971 Building Department Attn: Michael J. Verity Reference: New York State Department of Transportation Highway Work Permit #10-04-0681 on the north side of Route 25 between mile markers 1530-1531 in Mattituck for Bremer's Market and Deli, to "Reconstruct and Permanently Maintain" commercial access, sidewalk and curb. Mr. Verity, The work as described for the above mentioned Highway Work Permit has been completed to the satisfaction of the NYSDOT Resident Permit Engineer and is clear of any holds or restrictions. If there are any questions on this matter, please feel free to call me at (631)727-1731. Kevin E. Matthaei Resident Permit Engineer ~ 'Rexi~lcnoy. O ~ ~Ri v.c~c.h._e, ad TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING ~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE /2-"~-- ~ _ INSPECTOR~/~~'- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING ~ FINAL ,~ ~' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~~~9 f~~' DATE //'"-5~-7-0--~ INSPECTOR--'~'~' ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [ ] FRAMING / STRAPPING [~J, FINAL /~; [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT, 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING/STRAPPING ~j~'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE //~ ~; ~ 0~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIO/N~, ,,,~ ..~ [ ] FRAMING / STRAPPING ~FINAL ~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REM~~ DAT/T~EE~ ~-~ ~ '~~1N 'SPE/CTO~~R ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [~J~INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION , INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBO. [ ] FOUNDATION 2ND [~j~INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION ~/~FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE 3- ~- ~ --INSPECTOR 765-1802 INSPECTION [ ] FOUNDATION 1ST [ /~K~FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~X~ FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] ROUGH PLBG. ] INSULATION ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /~ ~ ~. DATE Condon Engineering, P.C. New YoH( State Licensed Professional Engineers 1755 Sigsbee Road Mattltuck, New York 11952 631-298-1986 Fax 631-298-265t December 8, 2006 Mr. Michael J. Vedty Principal Building Inspector Southoid Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Subject: Strapping Inspection North Fork Deli and Market 11155 Main Road Mattituck New York Dear Mr. Verity: I have inspected the handicap ramp and associated railings at the North Fork Deli and Market at 11155 Main Road in Mattituck New York. To the best of my knowledge, the ramp and railings are installed in accordance with the Now York State Building Code relative to handicap access. If you have any questions please cell me at 298-1986. Yours truly, Condon Engineering, P.C. New York State Licensed Professional Engineer 1755 Sigsbee Road Mattituck, New York 11952 631-298-1986 Fax 631-298-2651 February 1, 2006 Mr. Michael J. Verity Principal Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Subject: Strapping Inspection North Fork Deli Main Road Mattituck New York Dear Mr. Verity: On January 30, 2006 1 conducted a stropping inspection of the North Fork Deli located at 11155 Main Road in Mattituck New York. Inspection found the new roof and wall support framing to be adequately strapped and otherwise secured and meets the requirements of the New York State Building Code relative to 120 mile per hour wind loads. If you have any questions please call me on 298-1986. Yours truly, FIELD INSPECTION REPORT I DATE i COMMENTS ...................................... ~.~.~, ~DITION~ COMMENTS / - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION l ST [ FOUNDATION 2ND [ FRAMING / STRAPPING [ ] ROUGH PLBG. ] INSULATION ] FINAL [ ] FIREPLACE & CHIMNEY ~RE SAFETY INSPECTION REMARKS: DATE ~- Z?~ ¢~ iNSPECTOR-~~-~/~ PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair WILLIAM J. CREMERS KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON t~ovember 8,~ 2005 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, N-Y 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 Mr. Henry Bremer P.O. Box 790 MaEituck, NY 11952 Re: Proposed Site Plan for North Fork Deli Located on the located on the n/e corner of NYS Road 25 and Legion Avenue, known as 11155 Main Road, in Mattituck. SCTM#1000-142-2-22 Zoning District: B, General Business Dear Mr. Bremer: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, November 7, 2005: The final public hearing was closed. WHEREAS, the site plan is for a new 1,840 sq. ft. building with 790.1 sq. ft. of retail floor display, 864.6 sq. ft. for food preparation, including a utility/bathroom and 185.3 sq. ft. of storage with no public access on a 0.22 acre parcel in the B Zone located on the n/e corner of NYS Road 25 and Legion Avenue, known as 11155 Main Road, in Mattituck. SCTM#1000-142-2-22; and WHEREAS, the applicant and agent, Henry Bremer, proposes the site plan; and WHEREAS, the Bremer's Market & Deli, Inc. is the owner of the respective property; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; and WHEREAS, on July 12, 2005, the Southold Town Planning Board issued conditional final approval to the site plan; and North Fork Deli ( Bremers Market) - Pa.qe Two - 11/08/05 WHEREAS, on November 7, 2005, the applicant submitted to the Southold Town Planning Department a site plan with the Suffolk County Department of Health Services approval dated November 4, 2005 under the reference number C-10-04-0009; be it therefore RESOLVED that the Southold Town Planning Board grant final approval on the site plan prepared by Condon Engineering, P.C. and certified by John J. Condon, Professional Engineer, dated February 17, 2005 and authorize the Chairperson to endorse the final site plan subject to a one-year review. Enclosed is one copy of the approved site plan for your records. Very truly yours, house Chairperson enc. cc: Building Department Town Engineer Town ZBA TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN I~IALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ / Exam/ned //¢2~> , 20 Approved , Disapproved a/c PE IT NO. 3g 79 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Contact: Building Inspector Mail to: Phone: ,,~ ~ C.~ ! 77 APPLICATION FOR BUILDING PERMIT Date ,20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. ]Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning' amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADt~ 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, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ((~/ (~licant if (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name ofownerofpremises ('~d /<e.~rr, dc ': ~.~¢~e¢~) ~-¢-~x/&]r._ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section /"f~.~ Block % Subdivision Filed Map No. (Name) Lot Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .'7)~'r~/ b. Intended use and occupancy 3. Nature of work (check which applicable): New Building. J Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost ~/~, esz>~ Fee 5. If dwelling, number of dwelling units If garage, number of cars (Description) (To be paid on filing this application) Number of dwelling units on each floor o 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ~xa.~___ 7. Dimensions of existing structures, if any: Front Height ,~',,/0z>~ /~ Number of Stories Depth Dimensions of same structure with alterations or additions: Front .... Depth Height ---_, Number of Storie~l~l~ ~ i I~r 8. Dimensions of entire new construction: Front '~g~' Rear ~-(- /~ Depth ,_5~<D Height 2,0 Number of Stories / 9. Size of lot: Front ~' Rear '~,5'- Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO__ 13. Will lot be re-graded? YES__ NO >( Will excess fill be removed from premises? YES __ NO__ 14. Names of Owner of premises Name o L~r. cdaiteet ~-tJ ~ e~er~'~' Name of Contractor Address Address~/aD Address Phone No. Phone No Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO -~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) /~ ,t ? ~, ~ £~ ~-tL- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swom to before me this /c~ day_of ~ ' b NotarfPublic 200¥ LINDA J. CO0-~EF~ Notary Public, State of New Yore No/: ~-8225fl3, St4folk Cc,~mty .~ Condon Engineering, P.C. New York State Licensed Professional Engineer 1755 Sigsbee Road Mattituck, New York 11952 631-298-1986 Fax 631-298-2651 November23,2005 Mr. Damon Rallis Plans Examiner Southold Town Building Department 53095 Route 25 P.O. Box 1179 $outhold, New York 11971 Regarding - North Fork Deli - 11155 Main Road in Mattituck Dear Mr. Rallis: Attached are 4 copies of S-1 and P-2 for the North fork Deli project. S-1 has been modified as discussed and P-2 has been added to show the plumbing details. As also discussed, a separate submittal will be issued for a sign for the site. The range hoods for the building will also be submitted separately as part of the hood manufacturer's/and installers installation package. It is my understanding that ABT Design and Fire Protection, Inc. from Center Moriches will be handling the hood design and installation. Relative to the bathroom, the transient nature of the deli business makes it very unlikely to have an occupancy greater than 15 people and thus the need for an additional bathroom is not necessary. If you have any questions please call me on 298-1986. Yours truly, ~o~don, p,E. Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Sofiware Version 3.0 Release la Data filename: C:~AutoCadDmwings\North Fork Deli\Energy Calc.cck Section 1: Project Information Project Name: Designer/Contractor: Document Author: Telephone: Date: North Fork Deli Condon Engineering Section 2: General Information Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Pmject Type: Window / Wall Ratio: Suflblk, New York lib 5750 715 New Construction 0.08 Buildinu Tvoe Grocer, Store Floor Area 1840 Section 3: Requirements Checklist Bldg. Dept. Use [ ] [ ] [ ] [ ] [ ] [ ] [ I Air Leakage, Component Certification, and Vapor Retarder Requirements 1. Alt joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. 2. Windows, doors, end skylights cea'tified as meeting leakage nxluirements. 3. Component R-values & U-i~ctors labeled as certified. 4. Fireplaces installed with tight fitting non-combustible fireplace doors. 5. Stair, elevator shaJ[ vents, and other dampers integral to the building envelope are equipped with motorized dampers. 6. Cargo doors and loading dock doors m'e weather sealed. 7. Recessed lighting fixtures are: 0) Type lC rated end sealed or gaskated; or (ii) installed inside an eppmpriate air-tight assembly with a 0.5 inch clearance ~om combustible materials and with 3 inches desxance ~om insulation material. Climate-Specific Requirements Comnonent NmnedDescriotion Gross Cavity Area R-Value Cont. Proposed Budget R-Value U-Factor U-Factor Roofl: All-Wood Joist/Rater/Truss 1840 30.0 0.0 0.035 0.059 Exterior Wall 1: Wood Frame, Any Spacing 440 21.0 0.0 0.062 0.090 Window 1: Wood Frame:Double Pane, Clear, SHGC 0.50 56 -- -- 0.330 0.598 Door 1: Solid 57 -- -- 0.330 0.142 Exterior Wall 2: Wood Frame, Any Spacing 500 21.0 0.0 0.062 0.090 Exteaior Wall 3: Wood Frame, Any Spacing 260 21.0 0.0 0.062 0.090 Door 2: Solid 57 -- -- 0.330 0.142 Exterior Wall 4: Wood Frame, Any Spacing 300 21.0 0.0 0.062 0.090 Window 2: Wood Frame:Double Pane, Clear, SHGC 0.50 14 -- -- 0.330 0.598 Exterior Wall 5: Wood Frame, Any Spacing 200 21.0 0.0 0.062 0.090 Window 3: Wood Frmne:Double Pane, Clear, SHGC 0.50 42 -- -- 0.330 0.598 Exterior Wall 6: Wood Frame, Any Spacing 180 21.0 0.0 0.062 0.090 Window 4: Wood Frame:Double Pane, Cleear, SHG-C 0.50 42 -- -- 0.330 0.598 Floor 1: Ali-Wood $oist/Tmss 1840 19.0 0.0 0.049 0.055 (a) Budget Uqhctors are used hr soRware baseline calculations ONLY, and are not code requirements. gavelope PASSES: Design 12%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope systean has been designed to meet the New York State Energy Conservation Construction Code l~Cluireanents in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Prot.~ssional has stamped end signed this page, they me attesting that to the best of his/her knowledge, belie~ and prot~ssional judgment, such plans or specifications are in compliance with this Code. Principal Envelope Designer-Name ~gnatu~'~x Date )TAL win KITCHEN = 55.2 GPD )TAL WITH KITCHEN = 155 GPD {OPOSED SYSTEM DESIGN -'PTIC TANK: DAYS FLOW = 155 X 2 = 310 lISTING SEPTIC TANK = 1,000 GAL, :ACHING POOLS: 5 GPD / 1.50 GAL./S.F. = 232.5 S.F. ? ......... ~-_ ,: N. REQ. = 300 S.F. )lA. POOL = 3.14 X 8 = 25,1 SF/FT. 0SF/25.1 SF/FT.=12FT. -az-:-~__ ,~ . ~-~ ',ISTING (4) 8 FT. DIA. x 4.8 FT. EFF. DEPTH = 19.2 FT,> 12 FT ;PANSION - 6 S.F. EXISTING SYSTEM HAS AMPLE SPARE CAPACITY {EASE TRAP: )TAL KITCHEN FLOW = 99.8 GPD < 1000 GPD USE (1) 8' DIA x 5' EFF DEPTH ',ISTING GREASE TRAP = 8' O X 5' EFFECTIVE DEPTH Suffolk Court Department Of Health Services Approval for CoiistructlOa-Other 5 Iron Single Family Reference N&~4~ .?~., '.?~ f, DesignF]ow ?~ p~s have ~n ~ ~r:'ge~l ~n~.a~ w~ 8uffo~ Co~W Depa~ment ~ ~.,~ S~a~ ~a~ ~ water supp~ and s~ ai~l. :~gardless of ~y omissions. acco~ wRh ~ at~ch~'-~t ~a~io~ ~d '~pp~cable s~d~dg, ~less ~fi~lly w~ved by the ~meat. T~s approval expired ~ ~e~ ~m the appm~l ~, ~.e~d~d or re~w~ Plsns are prepaid by Condon ~gineedng, P.O. li[s a ~olati~ N~ Y~S~ Edu~on L~]'A~e .145, Se~o~ 72~, for any pe~n unle~ a~ u~r~ item in any way, If an item beadng ~e ~eal of an Engineer, A~ite~ ~ ~ Su~ is altered, ~e 'altering Engineer, Ar~ltect, or ~nd Su~eY°r shall aBx ~ ~ i~m ~r ~al and the no~on 'Altered by" ~llowed by hWher ag~tum a~ ~ da~ of~ alterations, and a spedfic des~ption of ~ al~, ' ' lBm sMdDel ,ondon En ineenn P.C. ' k ' g g, re er ar et an i 128' Concrete Walk~ Proposed 1,840 Square Foot Single Story Deli Drawn by: JJC Date: 4-12-04 Key Map Site Plan Prepared form Survey Prepared by: R. Van Tuyl, L.S. December 19, 1988 SCTM# 1000-142-2-22 Scale 1"= 10' Plans are prepared by Conden Engineering, P,C, It is a wolthion of the New York State Education Law, A~de 145, Section 7209, for any person unless acing under the direction of a licensed Professional Engineer, Archgect, or Land Surveyor, to althr any item in any way, If an item bearing the seal of an Engineer, Architect, or Land Sur~ffior is altered, the altenng Engineer, Architect, or Land Surveyor shall affix to the item his/her seal and the notation "Altered by" followed by his/her signature and the date of such ageragons, and a specific description of the afiera~o~l. Condon Eng~neenng, P.C. 1755 Sigsbee Road Mattiluck, New York 11952 {631) 298-1986 North Fork Deli Main Road Mattituck, New York SP-1 CERTIFICATFgN OF NAILING & CONNECTION~ ALL CONStRUCTiON SHALL MEET '[HE REQUIREMENTS OF THE DOOR SCHEDULE DESCRIPTION ROUGH OPENING SOLID CORE FLUSH 3'-0" X 7'-0" X 1-3/4" SOLID CORE FLUSH 3'-0" X 7'-0" X 1-3/4" MARVIN CLAD COMMERCIAL -MODEL CCD3070 3'-3 3/16" X 7'-1 g/16" MARVIN CLAD COMMERCIAL -MODEL CCD6070 6'-3 3/16" X 7'-1 9/16" WINDOW SCHEDULE: NOTE: ALL WINDOWS TO HAVE SCREENS, DESCRIPTION MANUFACTURER ROUGH OPENING ] DOUBLE HUNGWINDOW ANDERSON TBD ] DOUBLEHUNGWINDOW ANDERSON TBD ~r wails 2x6 with Y2" Gypsum Board Bathroom Employees Only 2x4 with ~" Gypsum Board Exit/Emergency Light ~- Quantum Model ~-Graspable Railing HQMSW1R120CSA ~(~.~/ 4 Side WaiF-,,,,'/ 4'-6" 1 -~ ~ 4'-2~"I rypeXanguisher ~ 12'-4~" · 7'-2 ~" Fire Ex~nguisher~ ABC Type ~ate Clad Wood Coun~p / ves Below and ~" Pl~oo~ 16'-11!" 16 Front and Side Walls Laminate Clad Wood Cc nte~op~ vith Wood Shelv( AboveX Tile Floor Throughout Exi~ fim~r~anr Uflht ~ Quantum Mod~ 8'-C ~ HQMSWl R120~ ;SA / · 5' 813'' - ~ ~alv. St~eel ~ndow Wells T~pical ABC T Handic~ -44' BLUE ASPHALT CONTINUOUS EAVES CEDAR CLAPBOARD SIDING BROWN SEMI TRANSPARENT STAIN Front ( Southeast ) Elevation VENT Rear ( Northwest ) Elevation (~ THE 'rowN COOE. Ice and Snow Shield ,~" Plywood Sheathing 2x6 ACQ Sill & 2x10 ACQ Top of Floor EL. 16 Top of ~ Footing EL. -7'-0Y4" ;E HOOD FAN Plywood Roof Sheathing '-~"GypsumBoard Fiberglass Insulation APPRO,VED AS NOTED DATE: B.R., FEE~z~'~'~O''O _ NOTIfY'BUILDING DEPARTMENT AT 765-1802 8AM TO 4PM FOR THE ROLLOWING INSPECTIONS: - ~O REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSU~TION 4. FINAl. - CONSTRUCTION BE COMPLETE FOR G O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCT[ON ERRORS, COMPLY wrl'H ALL CODES OF NEW YORK STATE & TOWN CODES AS REOU:RED ANO CONDITIONS OF .......... P.r~: ¢,r¢~lr~G BOARD NY,S,~C ~" TIZ.~aII]I~]E F~EYEI'¢I'IO~ shield PLUMBfNG ALL PU.~M~I~iG WASTE & WA~R L~NE$ NE[~ OCCUPANCYOR USEIS WITHOUT OFOCCUPANCY OONOT Fiber Insula~on Hour Rated g Throughou See S-2 iN~ UNftL ,%~llI~T~ m IN, AT,ION LOCATIO~ I ass ~on Ighout ~ T~ D~OCCUPA~ ,' ""V w~ TER ~¢ :'z~ ~qNOT 6'.4z" concrete slab ., ~ ~IOTES: General: 1 - Occupancy classification - Mercantile M 2 - Type 5B - Wood framed construction to be utilized. 3 - Building height- ±20', Fire area - 1,840 s,f, Side ( Northeast ) Elevation 12 CEDAR CASIN Side ( Southwest ) Elevation CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Ground Snow Load Wind Speed Seismic WeatheringFrost Line Termite Decay Winter Design Ice Shield Flood Hazard~ Depth Temp. Underlayment Required 45 psf 120 mph B Severe 36in. Moderate Slightto11°F Yes to Heavy Moderate Drawn by: JJC Condon Eng neer,ng, P.C. 1755 Slgsbea Read Mattituck, New York 11952 (631) 298-1986 TRIM AT DOORS /o LUMINUM GUTTERS AND LEADERS DRAINAGE PLAN Plane are prepared by Conden EnDmeermg, P.C. It is a violation of the New York Slate Educagon Law, Article 145, Section 7209, for any hereon unless acing under the direcgon of a licensed Professional Engineer, Arcthtect, er Land Surveyor, to alter any Cern m any way, If an ~tem bearing the seal of an Engineer, Archito¢, or Land Surveyor altered, the altedn g Engineer, Architect, or Land Surveyor shall affix to the i~ern hldher seal and the nothhon "Altered by" followed by his/her signature and the date of such alterations, and a ~pecific description of the alteration, North Fork Deli 11155 Main Road Mattituck, S-1 Both Sides of Stair --12" Cellar Stair Detail Emergency Light Quantum Model ELM2~ / 2 Hour Rated Steel Stud_/ Wall See Detail A Exit/Emergency Light_/~> Quantum Model HQMSW1R120CSA /~Helf Closing 2 our Rated Door 2 Hour Rated/U~ Ceiling Throughout/ See Detail B~ I J each side Wall Detail 2 Hour Rating UL Design No, U423 1"= 1'-0" Cellar Floor Plan 1 5~ x 4 Light Gage Steel Stud 16" nC - Min. Gage 20 ~" Thick C-D Prywood nor Finished Floor - ' Thick T&G Structural Panels 111 !6 Gauge ½" Deep Galv. Steel Furring Channel Section A Floor Detail 2 Hour RalJng UL Design No. L536 2 Layers ~" Thick Gypsum Board Top Layer Long Dim Perp. To Joists, Bottom 2 Layers Perp. to Furring Channels 1"= %0" Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. 1 - All concrete 3,500 psi after 28 days minimum, 2 - All rebar ASTM A-615 Grade 60. 3 - Footings are to be installed on undisturbed virgin soil. the bottoms of all footings are to be instatied a minimum of 4' below grade unless indicated othenNise, 4 - Rebar installed along the top of the foundation walls without windows are to be installed 10" below the top of the foundation wall. Rebar instatied along the top of foundation walls with windows are to be installed 3" below the bottom of the window opening, 5 - All snap off form ties are to be removed and remaining openings are to be sealed/grouted. 6 - The foundation contractor shall coordinate with the plumbing and electrical contractors relative to installation of sleeves and other penetrations prior to pouring concrete. 7 - Install isolation joints along foundation walls and at column and other floor penetrations. 8 - Installed contraction joints in the cellar floor slab every t 8' minimum, 9 - Foundation excavation is not to be back filled prior to the installation of the floor framing. 10- Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6" lifts to 95% of maximum dry density. FRAMING- (?YP) "PLYWOOD LIGHT WOOD-FRAME WALL PLASTIC-COATED PERMANENT I W O0 D ~ RE W ANCHORS PLYWOOD WASHER (TYP J Alternate to 120 MPH Certified Window Installation Plywood Panel Window and Door Protection for Wood Framed Buildings NTS PILYWOOO OPENINGS PJROTECTION, THICKNESS OIEPEN DS ON WINDOW OPENING WHDTH (I) Scale: 1/4" = 1'-0" Drawnby:JJC Framing Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. Wood Framing 1 - All lumber is to be No, 2 or better Douglas Fir Larch (N) with the following minimum specifications: Fb = 825 psi Fy = 95 psi Fc perp = 625 psi E = 1,600,000 psi 2 - Afl Laminated Veneer Lumber is to have the following minimum spesiflcafloes: Fb = 2,900 psi Fy = 290 psi Fc perp = 650 psi E = 2,000,000 psi 3 - All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance with the manufacturer's specifications. 4 - All straps, connectom, plates, bolts, nails, etc. are to be galvanized steel. Designated connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise. All connectors, straps etc. are to be nailed/bolted in accordance with the manufacturer's speciflcaflons. 5 - All floor sheathing is to be 23/32 inch AC type plywood, tongue and groove, with an APA span rating of 48/24. Floor sheathing shall be glued and screwed to the floor joists ( 6" nC edges and 12" nC field ), 6 - All wall sheathing is to be 1%2 inch APA Rated Exposure 1 plywood and shall be nailed with 8d common nails 6" nC edges and 12" nC field. 7 - Solid blocking is to be installed every 8' max or mid span of all floor joists with spans exceeding 8', 8 - Double joists are to be installed below parallel walls, 9 - Blocking is to be installed at all point load beadng points. 10 - Walls are to be framed with 2x6 inch studs spaced 16 inches nC unless indicaied otherwise. Steel 1 - All steel is to be ASTM Specification A-36 2 - All bolted connections are to be made with A-325 bolts. 3 -Y2" web stiffeners are to be installed at all point load bearing points and over all column supports, 4 - Square/rectangular columns are to be ASTM Spesiflcafion A50g. 5 - Columns are to be equipped with 7" square x ~" bearing plates unless indicated otherwise. 6 - All wood nailers are to be bolted to girders with 3/8" bolts, nuts, and washers, 7 - All columns are to be bolted to steel girders with ~" bolts and to wood girders with ~" lag bolts. 8 - All welded connections are to be done by a certified welder and conform to AWS and AISC standards. 9 - All weld joints are to use E70XX electrodes. 10 - All girder splices are to be made above columes, 11 - Steel is to be prime coated. Plane a e p epa ed by Condon Engineedn . .. It Is a violation ofrke New York 8tete ~, ~) any person un~ese aafin~ unde EducalJonLaw A ce 145,8eclJCEn~i 'o the · gneer, Arork[eCt, orLand Surveyer, toalterany direction of a licenged praft~?inc the seal of an Engineer, Architect, or Land 8un/eyor is item in any way. If ~r~]¢meeN Archgect, or Land Surveyor shall affix to rke item hmrker altered, the o~aile~ "Altered by" followed by hie/her signature and rke date of such se~.,'~ns, and a specific description of the aPera~an. I _ .,.,tieermg, P.C. North Fo. rk Deli Mattitu6c3k;)N2e c ,lY;r8k61952 11 ! 55 Main Road S'2 Matbtuck, New York I I '---" , , 5~. Widex 10~D .~p Shelf iI 2 iF-I I I Foundation Plan , , I I ~4 x 4' x 12" Foo~ng ~ ~ I with No. 5 Rebar lY O0 E~ I I ~ ~ Typio~ ~ [-- 7 -I ~ I r u ~ I f I -i~1 ,I , , ~/~" Wid~ ~~l~ 0N" D~p Sh~i [_: _ ~' _. I II , No. 5 Rebar 9" pC E~ , , ,, F-i- ,' I I ~ I i ~ I I L I j L ~ J I I ' I I , I I ! ~ I , { Typical U I : I , I I i~I I ' I I ' I L I ~ I i j r i I I 4'x4 x 12" Footing I with F o, 5 Rebar 1Y PC E~ 9'-3~" ~ ~ Typic ' ~ .,.,, .J. .'-2" I' "'"" + I I ~ ~' ~" ~de x 10~ ,, Deep Shelf 44' cket 5,25 x 14LVL ), I~ Steel Column Cap Size to Fit over Column ~" Through Bolts L5 x 5 x ~ TS ASTM A500 Column WBx28 TS 4 x 4 x 3/8 Column ./~ith 6 x 6 x 1/2 Base and Top Plates / / (2) 2x1% 2x10 FJ 12" PC I ~ ~ 2 :1[ Flush Mount~ I-- Fusl i (3) 1.75 x 9.5 LVL I L r i I I E ~-- = .... 3 o J WSx28 J o O O IL.LL I q ' ~ I WB×2B ~ I I ~ k-5 x 5 x 3/8 TS ASTM A500 Column See Detail A F q F I I I I I ·~3 L I ~-TS 4 x 4 × 3/8 Column With 6 x 6 x 1/2 Basa and T, ~ Plates Typieal at all 4' x 4' Footings ,--· · · I I I I I I W8×2B ~ I I ~ I o ~ ~, L I /~" Wide x 11~" Deep Shelf _ Main Floor Fram n9 Plan FJ 12" PC Mount 2x6 ACQ Sill & Termite Top of Floor Rim Joist shield EL. +18" '~ Moisture/damp proof coa~ng Top of Footing EL. -6'-10~" (2) No. 5 Horizontal rebar - See Note 4 jointandjoint (~Foundction Detail (3) N0. SOALE: 1/2" = 1'-0" W8x28 "Web Stiffeners L6" x 6" x~" Tc Y2" ~ Bolts TS 4x4x: 6,.4 ~Z,' )ncrete slab " x 6" x Y22' 3 Pla[e '," Base Platta 10 Mil Polyethylene Vapor No. 5 Rebar 13" OCE/W Retarder Compactable Sub Base ~ Column Base and Cap ~" Bolts to Steel Beam TS ASTM AS00 Column Base Plate (~)Colum n Detail SCALE: 1/2"= 1'-0" Design Loads: - Roof-Live Load - 35.5 psf Based on ASCE-7 and Pg = 45 psf per Figure R301.2(5) ~ Dead Load - 15 psf - Attic - Live Load ~ 20 psf - Dead Load - 15 psf - First Floor - Live Load - 100 psf - Dead Load - 15 psf Concentrated Lead 1,000 lbs ~ Wind Loads - 120 mph - ASCE-7 MWFRS - Method 2 Scale: 1/4"=1'-0" Condon Engineering, P.C. North Fork Deli Drawn by: JJC 'l?5SSigsbeeRoad 11155 Main Road -,,~ Mattlluck, New York 11952 Date: 11-9-2005 (631)298.t986 Matt/tuck, New York Rows of (3)10d Nails in Each End of 2x6 Braces 2 RR Rows of (4) 10d Nails ~~ Joist Truss Framing Detail SCALE: 1/2" = 1'-O" Blocking /--2x10 CJ Continuous ? ) Rows of (3)10d Nails in Each End of 2x6 Braces and (3) Rows of (3) 10d Nails Between Blocking and Ceiling Joist Rows of (4) 10d Nails '~Simpson MTS-30 Rafter Tie Detail SIMPSON LSTA36 STRAP SIMPSON LTP5 STRAP Typical Wall and Sill Strapping Detail %" O Galv Anchor Nailing Zones for Roof Sheathing in 120 2x6 ACQ Sill MPH Peak Gust Wind Zone & 2x10 ACQ~ TopofFIoorRim Joist / SCALE 114=1'-0" (~ ~-- (~ (~) (~) EL.16 ? Panel Edges 6"0c 4'o0 6"OC Field 6"00 4"OC Nailing Requirements for 120 MPH, 3 Sec, Peak Gust, 1~2 "Thick Roof Sheathing with 8d Common Nails --4'--- (~) 0 5 x ~ TS ASTM A500 Column 0 See Detail B on S-3 I _J Top of (~) Footing EL. j ~ Details ~®~\ ® SIMPSON LST~36 Plans are prepared by Condon Engineedng, P C, It is a vlolal] on ~f Ihs New York State STRAP Educahon Law, Article 145, Section 7209, for any person unless acbng under the direchon of a license~ Professional Engineer, Architect, or Land Surveyor, to alter any item in any way If an item bearing the seal of an Engineer, Architect, or Land Surveyor is altered, the altering Engineer, Architect, er Land Surveyor shall affix to the item his/her seal and the notetlon "Altered by" followed by his/her algnatare and the date of such alterations, a~d a specific description oflhe altamfm. Typical Window and Door Header Strapping Detail Each Corner ;cale: 1/4": 1'-0" Condon Engineering, P.C. North Fork Deli Mattituck, New York 11952 Date: 11-9-2005 (631)298-1986 Mattituck, New York NTS and Header Framing Plan ll Dry and Can Goods and s Stored in Cellar Regallne Model 9-23-80-18RL g ~toor Employees Only Sign Model SF-4R Marc Refrigeration Steam Table Main Floor Plan Scale ~ "= 1'-0" H\ PVC ~'-'~1 ~' SS Dfsh Wa~;h Sink Hand W~sh Sinks c%r col 43. v ~4"0 InOimct Brains For ~ofrioomtor [va~orators ladimct Brain for Steam la~l~ ~ PVC /./-3" PVC -2" PVC To Grease Trap Not to Scale i~l././/-~," O PVC 2" PVC~ 2" PVC Slop Sink I Toilet I I Sink co, / \, 2" PVC~ ~ '/ 2" PVC~ ~4" ~ PVC k_ Storage Shelves Cellar Plan Scale% "= 1'-0" /~egaline Model 93-23-60-18RL SF 3 Compartment Sink Draining Boards To Septic Tank "~-1" Air Gap Not to Scale Not to ScaJe pster Site Plan Prepared form Surve, Prepared by: R. Van Tuyl, L.S. December 19, 1988 SCTM# 1000-142-2.22 Scale 1" = 40' Plans am prepared by Condon Engineering, P.C Iris a violation ofthe New YorkS~te Education Law, Article 145, Section 7209, for any person unless acting under the direction of a licensed Professional Engineer, Architect, or Land Surve~r, to alter any item m any way, Jf an gem bearing Be seal of an Enffineer, Architect, or Land Surfer is altered, the altering Engineer, Architect, or Land Surveyor shall affix to the item his/her seal and the notation "Altered by" followed by his/her sffina[ure and the date of such alterations, and a specifcdaschpdon of the alteration, Condon Engineering, P.C. Bremer's Market and Deli Brawn by: JJC 1755 Sigsbee Road 1 1155 Main Road =-2 Mattituck, New Y~rk 11952 Date: 11-23-2005 (631)~,~-*~, Mattituck, New York TRAFFIC BEARING SLAB 4" KITCHEN WASTE PIPE PITCH ~ INCH PERFOOT 4" SD-35 PVC SANITARY WASTE PiPE & 4"SD-35 PVC KITCHEN WASTE PIPE FROM GREASE TRAP PITCH ~ INCH PER FOOT EXISTING GREASE TRAP DETAIL 24"0 PRECAST PVC WASTE LINE PITCH ~ INCH PER FOOT TO SEPTIC TANK WATERTIGHT FRAME & COVER W/APPROVED LOCKING DEVICE 4 EXISTING PRECAST SEPTIC TANK DETAIL 24'O PRECAST C~ SER R NGS / 112 ~,~'A~. HEIGHT) " 4" SD-32 PVC Exisglng 8'O x 6' Leaching Adjacent Lot Zoned RO J. Saw ck Jr. Owner Existing 8'0 x 5' Adjacent Lot Cem,etery Existin Site Plan Pre Prepared by: Hands on Surveying 46 North Road Hampton Bays, New York September 1,2006 SCTM# 1000-142-2-22 Scale 1" = 20' -- CAST IRON FRAME & COVER TO GRADE 4" SD-35 PVC WASTE LINE INCH PER FOOT Wells SAWICKI PROPERTY EXISTING RESIDENCE/DENTAL OFFICE SEPTIC REAR SERVED BY P f JO0 286' Water Marn 5' Existing 16" Water Main -- CAST IRON FRAME & COVER TO GRADE IAdjacent Lot Hess Exisitng TEST HOLE DATA AUG.. 11.2004 MCDONALD GEOSCIENCE 0,0 MIXED SAND & LOAM PALE BROWN FINE TO MEDIUM SAND 92 WATER IN PALE BROWN FINE TO MEOIUM SAND SEWAGE DISPOSAL SYSTEM CALCULATIONS ALLOWABLE DENSITY GROUNDWATER MANAGEMENT ZONE IV POPULATION DENSITY EQUIVALENT 0,22 AC. x 600 GPM/AC. = 132 GPD DESIGN SEWAGE FLOW DELI / MARKET: KITCHEN = 831.6 X .12 GPD/SF = 99.8 GPD DRY MARKET = 1840 X .03 = 55.2 GPD TOTAL W/O KITCHEN = 55.2 GPM TOTAL WITH KITCHEN = 155 GPM PROPOSED SYSTEM DESIGN SEPTICTANK: 2 DAYS FLOW = 155 X2 = 310 EXISTING SEPTIC TANK = 1,000 GAL, LEACHING POOLS: 155 GPM / 1.50 GAL./S.F, = 232.5 S,F, MIN. REQ.= 300S.F. 8'CIA, POOL = 3.14 X 8 = 25,1 SF/FT. 300 SF / 25. t SF/FT. = 12 FT, EXISTING (4) 8 FT. DIA, x 4,8 FT, EFF. DEPTH = 19,2 FT.> 12 FT EXPANSION - 6 S,F. EXISTING SYSTEM HAS AMPLE SPARE CAPACITY GREASE TRAP: TOTAL KITCHEN FLOW = 99,8 GPD< 1000 GPD USE (1) 8' DIA x 5' EFF DEPTH EXISTING GREASE TRAP = 8' D X 5' EFFECTIVE DEPTH Plans are prepared by Condon Engineering, p.o, It Is s violation of the New York State Education Law, Article 14~, Section 7209, for any person unless acting under the direction of a licensed Professional Engineer, Architect, or Land Suh,~r, ta al~er any GROUND WATER ELEV. EXISTING LEACHING POOL DETAIL SCALE ,/ Conditions 'tam in any way. ,, an Rem bea,thg the seal of an Engineer, Architect, or Land Surveyor is 05~{~]4 altered, Lhe altering Engineer, Architect, or Land Surveyor shall affix ta the imm histher seal and the notation"AItered by" folthwed by his/her signature and the dale of such alterations, and a spec[ftc description of the alteration. ~ - ('~ ~ .-' Drawn by: JJC Date: 10-18-2006 Condon Eng neenng, P.C. Bremer's Market and t EE ,,.eRo. 11155 Main Road Mattituck, New York 11952 Mattituck, New York P-1 Site Zoned- B * Permitted Use - Soulhold Town Code - 100-101A2, 100-91A 7- Retail Deli Notes: Parking: * Lot Ares = 9,604 square feet (st) * Building Area = 1,840 sf= 19.1% * Landscaped Areaa = 1,671sf = 17.4% * Retail area including floor display and storage = 952 sf / 200 sf/parking space = 4.76 Spaces * Feo,d preparation areas including bathroom = 659 sf / 200 sf / parking space = 3.3 Spaces * Main Fleer Storage 229 sf/800 ef / parking space = .3 Spaces * Total Required = 8,36 Total Spaces Provided = 10 SHINGLES /~//-RANGEHOODFAN CEDAR CASING TRIMAT DOORS 6:12 Adjacent Lot Zoned Re J, Sawicki Jr. Owner Properly Llne~ 1 Parklr Dumpaler on 10S20' Concrete Handicap Rsmp -- IAdjacent Lot Zoned RO J, Sawicki Jr. Owner PROPOSED "DO NOT EN I~R" SleNS Adjacent Lot Cemeter~ Site Plan Prepared form Surve Prepared by: Hands on Surveying 46 North Road Hampton Says, New York September 1, 2006 SCTM# 1000-142-2-22 Scale 1" = 20' 1 Parking Space- - NO LEFT TURN SIGN Key Map SIDEWALK Adjacent Lot J LHess Gas Stat on Owne{ Main Floor Plan Floor Plan ALUMINUM GUl-FERSAND LEADERS ROOFEDGESSEE SP-3FOR DRAINAGE PLAN Side ( Southwest ) Elevation BLUE ASPHALT SHIN Front (Southeast) Elevation CEDAR CLAPBOARD SIDING STAIN Rear (Northwest) Elevation Side ( Northeast ) Elevation Scale~ "= 1' Condon Engineering, P.C.North Fork Deli Drawnby:JJC 17558igsbeeRoad 11155 Main Road Mattituck, New York 11962 Date: 10-2-2006 (631)298-1986 Mattituck, New York