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HomeMy WebLinkAbout46874-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46874 Date: 9/24/2021 Permission is hereby granted to: Mattituck Fire District PO BOX 666 Mattituck, NY 11952 To- Relocation of an existing firehouse annex building as applied for. At premises located at: 13295 Route 25, Mattituck SCTM # 473889 Sec/Block/Lot# 140.-3-36 Pursuant to application dated 7/21/2021 and approved by the Building Inspector. To expire on 3/26/2023. Fees: ACCESSORY $340.00 CO-ACCESSORY BUILDING $50.00 Total: $390.00 Building Inspector V W41 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 Date Received APPLICATIONI For Office Use Only PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete G applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:Juy 20, 2021 OWNER(S)OF PROPERTY: Name:Mattituck Fire District SCTM#1000-140-03-36 Project Address:Main Road, Mattituck, NY 11952 Phone#:(631) 298-8837 Email:district@mattituckfd.OFT 6cg-, Mailing Address:PO Box 666, Mattituck, NY 11952 CONTACT PERSON: Name:Jessica Harris, Secretary Mailing Address:PO Box 666, Mattituck, NY 11952 Phone#:(631) 298-8837 Email:district@mattituckfd.¢rT G6w, DESIGN PROFESSIONAL INFORMATION: Name: Martin Sendlewski, Sendlewski Architects PC Mailing Address:215 Roanoke Avenue, Riverhead, NY 11901 Phone#:(631) 727-5352 LEmail:mfs@firehouseplanner.com CONTRACTOR INFORMATION: Name:TBD by public bid Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ROtherEluildin relocation $ 125,000.00 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes giNo 1 PROPERTY INFORMATION Existing use of property:VaCant Intended use of property:Fire District historic structure for storage Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Business HB this property? ❑Yes RNo 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 building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(prit- e)#SendleWSki Architects PC Authorized Agent ❑owner Signature of Applicant: / - Date: July 20, 2021 STATE OF NEW YORK) SS: COUNTY OF ) Brian Williams being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Chairman, Board of Fire Commissioners, Mattituck Fire District (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 �j day of 20 / I Notary Public JESSICA HARRIS NOTARY PUBLIC-STATE OF NEW YORK No. OIHA6238954 Qualified In Suffolk County My Commiaaion IExplrrrt April 11, 2kq (Where the applicant is not the owner) Brian Williams residing at 1000 Pike Street Mattituck, NY 11952 I, Martin Sendlewski, Sendlewski Architects PC do hereby authorize to apply on my behalfT t n of Southold Building Department for approval as described herein. } s July 20, 2021 OwrTer`s Signature Date Brian Williams, Chairman BOFC Print Owner's Name 2 Slendlewski Architects 3 Architecture & Planning Martin F. Sendlewski,AIA Jeffrey M. Sendlewski, RA, LEED AP September 7th, 2021 Town of Southold Building Department Main Road Southold,NY 11971 Attn: Nancy Dwyer Re: Mattituck Fire District Building Relocation Ms. Dwyer, Attached are the revised plans for the above referenced project. They include the following revisions per your email dated August 6th, 2021: • Notes have been added stating the relocation of the building will not increase the loads for wind, seismic and snow. • All hinged doors for the building have been labelled to show sizes for accessibility compliance per 2009 ICC Al 17.1 • Per Fire Marshal comment, existing smoke detectors have now be noted to be replaced with combination smoke/carbon monoxide detectors. With regards to the NYSDOT work, since there is a pending application, we will be carrying out the work under a separate permit through them. Thus the DOT permit status has no bearing on the issuance of our building permit. If there are any further materials or information required for our building permit,please feel free to reach out. Very truly yours, Arthur Rast Cc: Mattituck Fire District 215 Roanoke Avenue, Riverhead, N.Y. 11901 (631) 727-5352 k mfs@firehouseplanner.com 9 Selena Court,Walden, NY 12586 (845) 522-1243 k jeffs@firehouseplanner.com NEWYORK Deoartment of ANDREW M. CUOMO I S€ .E OF P-DO TUNITY, overnor DOS Batton MARE TEES DOMINGUEZ € ,HARD B.CAUSIN,P.E. Acthna Remona.. D[ July 29, 2021 Martin F. Sendlewski, AIA Sendlewski Architect PC Architects— Planners 215 Roanoke Avenue Riverhead, NY 11901 Submission: May 24. 2021 Mattit ick Fire Department 13295 NY-25 Mattituck, New York Town of Southold SCTM# 1000-14000-0300-036000 NYSDOT Case No. 91685 Dear Mr. Sendlewski, This is in response to your submission on May 24, 2021 for the subject site. Please address the following comments prior to the issuance of the highway work permit: 1. Add a note to plans: "This permit should be coordinated with the Pedestrian Improvement project PIN 0042.41 (D264048) which is in construction. The project was let on 10/10/2019" 2. Show restoration details for features that may be disturbed due to contractor's operations e.g., pavement, curb, sidewalk, and pedestrian ramps. Pedestrian ramp and sidewalks shall meet ADA requirements. All proposed features should be referenced to NYSDOT specifications, item numbers and details. Verify approved item numbers at www.dot.ny.gov/PIC. 3. New driveways must meet the ADA requirements, including cross slope. Provide applicable NYSDOT driveway type, details, and notes on the plans. hftps:// .dot.ny.gov/main/business-center/en ineerin cadd- info/drawings/standard-sheets-us-repository/608-03 050120.pdf 4. New sidewalk should be 5' wide, not 4' width as shown in the NYSDOT details. Refer to NYSDOT Standard Sheet 608-01 Sidewalk Curb Ramp Details for applicable details. 250 Jae--.a-s mei _ al 'a'wav-Su te bA-7, -c-c-a1ce, Nv ..-88' w vm aor-,--Cv 5. Provide proposed curb detail according to NYSDOT standard sheet 609-03. 6. Show dimensions of the shoulder restoration. All asphalt placed in State road shall be 'Superpave' asphalt. The asphalt item numbers and depths shall be as follows: 402.098104 Top Course............ 2" 402.198904 Binder Course......... 3" 402.258904 Base Course.......... 6", in two 3" layers. 304.10119917 Subbase Course .... 6" 407.0102 Diluted Tack Coat 7. Areas in the ROW not covered by paving or sidewalk shall be grass. Use Item 610.1402 Topsoil-Roadside & Item 610.1601 Turf Establishment-Roadside for ROW restoration. 8. Label any utilities proposed within the State Right of Way as; 'By others, under separate Utility Highway Work Permit from NYSDOT'. 9. Provide erosion control measures along the NY25 frontage to prevent sediment runoff from reaching the ROW. Provide erosion and sedimentation control plan according to NYSDOT Standard Sheet 209. 10. A Work Zone Traffic Control plan must be provided for work in the right of way, in accordance with National Manual of Uniform Traffic Control Devices along with NYS Supplement (MUTCD). The plan must include a note: 'All lanes must be open to traffic before 10 AM and after 3 PM. No lane closings are permitted on weekends or holidays. Nighttime lane closings will not be permitted without prior approval from the State Permit Inspector'. 11. We recommend that survey markers be installed at the property limits along the State highway frontage and ROW markers at any intermediary turning points in accordance with NYSDOT Standard Sheet 625. Please include the appropriate standard detail. Show location of the markers on the plan. 12. Add the following notes to the plans: a. Repair existing shoulder, sidewalk and curbing as ordered by State Engineer. b. Any sidewalk panels or connecting pavement that have settled with a greater than '/" lip or crack over 1/2" wide shall be replaced to meet ADA requirements. c. After construction, sidewalks and ramps must be evaluated for compliance with current ADA standards. The permittee or his designated "designer of record" shall field verify that the pedestrian features (ramps, sidewalk, etc.) were constructed to current ADA standards NYSDOT EB16-013 and submit required documentation to the State Permit Engineer before the work can 250 Veterans Memorial Highway—Suite 6A-7, Hauppauge, NY 11788 1 www.dot.ny.gov be accepted as complete and the permit be closed. The features that do not comply with ADA requirements upon completion will require removal and reconstruction. d. Removal of the existing concrete curb should be done from the back side to minimize any damage to the existing pavement. This involves pulling the curb out from the back and pouring new curb up against the existing pavement. e. Pavement restoration shall be in kind. Composite pavement restoration shall be taken to existing longitudinal joint. If any damage occurs to concrete panel, the contactor will be responsible to replace the whole panel. f. Minimum width of asphalt restoration should be 4' for proper compaction. Add 1 ft overcut for top course. g. All cold joints to be sealed with hot applied sealant. h. Tack coat is required between all lifts and joints, regardless of when placed. i. The contractor shall clean existing drainage basins along and immediately adjacent to the NY site frontage during and after construction as ordered by the State engineer. j. NYSDOT General Roadside Seed Mix shall be used for all grass restoration. k. Approved items can be verified at www.dot.ny.00v/PIC. I. Standard Sheets are available at ht os:/ w.dot.ny.gov/main/business- centerlen ineerino/cadd-infoldrawin s/standard-sheets-us. m. Any utility work proposed in State Highway right-of-way will require separate application and submission of restoration plans. Follow the guidelines of our utility handbook, Blue Book titled, `Requirements for The Design and Construction of Underground Utility Installations Within the State Highway Right-Of-Way'. The applicant should contact Mr. Diego Aucacama-Rivera (631-727-1731, Diego.Aucacama-Rivera@dot.ny.gov) for further directions regarding Utility Highway Work Permit (HWP) applications. Please note: The utility HWP issuance is subject to issuance of the HWP required for site work. n. All proposed road improvements detailed in the Site Plans must comply with the latest versions of AASHTO, ADA, National Manual of Uniform Traffic Control with the NYS Supplement (MUTCD), NYSDOT Highway Design Manual, and the POLICY AND STANDARDS FOR THE DESIGN OF ENTRANCES TO STATE HIGHWAYS. Road improvement plans must provide all appropriate NYSDOT Standard Details and NYSDOT Standard Item Numbers. For more info, please go to Aot,ny. ovloermits. Please submit a set of revised plans and a response letter. We need a paper and electronic copy of each of these items in pdf format. The response letter shall state how, and where in the plans, the above comments are addressed, item by item. Review of the subject project is being coordinated by Mohammad R. Islam (631-952- 6813, Mohammad.lslam@dot.n v). Please send all correspondence to his attention. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, Olumuyiwa Fajolu, P.E. Permit Section Manager Traffic Safety and Mobility Group OF:MT:MI:mo'c cc: Town of Southold Ms. Heather Lanza, Planning Director Mr. Roger Tabor, Deputy Superintendent of Highways li DATE: ISSUE 0'7-28-2021 ISSUED f BIDDING AND PERMIT OG-07-2021 REVISED TOWN OF SOUTHOLD 1: DEPARTMENT GOMMEI DATED 08-06-2021 PIKE ST EXISTING STRUCTURE LAXATION o r I STORY GONGRETE s 03� F'osr f d METAL BUILDING $ 0.45`0.2 P05r n E S 7t 056,2O"'�- PRAPOSED a DR.A I NAGE GALGULAT I ON D I AC RAM (NTS)ROOF 01/m u 51� _ N GONG � 4° Q_� IMPERVIOUS SURFAGE PERVIOUS LANDSGAPE ROW OF ms's _ I STORY METAL BUILDING PUM TANGS -Q - 51R11GTURE A 60-0, seg O LOCATION N p FETIGE FENCE SALT PAV�-NT O y '30'20D�L rc, rr'pdz tw o • A = $ MA�NRO SEAL. aELSIAN�L,�G1RB 87,17' IN LINK -F \ S 67 2'40' 107.17' TAWAAPpED S. 2 z klp N 67°52'40" E RE$ARo2x FRED SRC X �� O �o CAPPED O \ a BAR 0.2N. G�3� c4 yrF o rri \ rn N F O \ k O � , 7163 r \ C11 ATF �pP 0� NgW EXISTING 4,000 SF _ rn GAVEL DRIVEWAY SCALE: I" = 600' � (� k 4Q AIN C1Nk �'� 5 E• `` ZONING DATA - BUSINESS (HB) U cn w o Lo N ~ w o ITEM REOU I RED PROVIDED z Q z N u UQ w '� z MIN. LOT AREA 20,000 5F 22,846 (2.28 ACRES) -� Y � '� w W -i o Q rn ___I MIN. LOT W I DTH 60 FT. 65' 1= 1 a = ° v \ k! Ar, MIN. LOT DEPTH 100 FT, I = cn w o 237.30 U F— > EIUILD2XRIN6Is� �� W MIN. FRONT YARD IS FT -7O� U N MIN. SIDE YARD 10 FT 10' 34' RE'-GRADE DISTURBED `" -- -- � Q _ -- AREAS 501�8 SEED w k i MIN. GOMBINED SIDE YD. 25 FT Z 44 C� th 4X18 PROVIDE kms NEW e' DIAMETER, MIN. REAR YARD 25 r`' Q GONG PAD FOR POOL LJITH I IrJ N TRAFFIC TOP W CONDENSER l,4k Z . .. LANDSGAPE AREA % 25 % OF 22,846 78 % OF 22,846 -� OR 5;f 12 OR 5,000 Q x ( k �k ( � LOT GOVERAGE 4096 OF 22,846 ^' 14 / SP \ GONDUITs OR q,138 �p,�,� 4,000 = 17.59b L1J MAX BUILDING HEIGHT 35 FT G�al>vrn tl \ . NUMBER OF STORIE 26 rn FxSroRlc EULDIN6TO BE IRELAXATM � 1 15 — // �� 9(;,1 Ut / GA5T IRON COVER OR / GRATE NEW 4D" CONO.EWALK 4`O. i /� TRAFFIC BEARING GRADE APRON k OS ` `.:.:.: N / / SLAB o � / SDR FROM ROOF NEW 6A5 I NEw / // S o /� DRAINS SERVICE I GAVEL // �., / lg•40,, lel AREA o- — 1 � I / N N SCREEN MESH WRAP AT INV. EL: _ ! -Ni ALL STORM POOLS A-2 to 1 '� D BUILDING 2AK i D (� GLEAN SAND � O N I ( u, ' z ` ' a GRAVEL (V I— O — / 1 Vm - I- C ,t 11r —� . ` V 17 �1G 1— X1 V n LEACHING POOL TG ��"4F� � 1 3-0 i SGA =GAS „ 26 1 fy X C Nc G(�L�14 ' qc,�S °j O zz / //A t' - [ L/ / "� Gq``GAS 65.00 I r P ,1 C.vL. —_ � `�� PROJECT #: 20-12 ��® 1�1 POOL DATA I L SCALE: 1/4" �'. ; DR.AINA DRAWN BY: . 5 �T CE GALGULATION GUBIG FT amu,,. � I ,f �z ( ) EXISTING GURE3 GUT 19 / -7'sc` Cmc FIs ''R� HARD SURFAGE SOFT SURFACE TOTAL PROJECT NOTES: COMPONENTS CAD FILE: 20-12/P:/ NO GHANGE n , // \ 600 x 100% x " 1. WIND LOADS FOR TH 15 5TRUGTUR �t (I) 6 XS POOL (5-o EFF DEPTH) E ARE NOT HIGHER THAN ITS .16 =GIG - G6 =111.7 PREVIOUS LOCATION. DRAWING#: 5.�, ti° / / / 2. SE I SM I G LOADS FOR TH 15 STRUCTURE ARE NOT HIGHER THAN ITS PREVIOUS LOCATION. 3. SNON PREVIO�S LDS FOR OG,4TION. IS STRUCTURE ARE NOT RICHER THAN ITS D ECEHE 7�` I L PLAN SEP 2 4 221 SCALE: 1" = 20" BUILDING DEPT. TOWN OF SOUTHOLD 30'-O" POURED DATE: ISSUE � CONCRETE 07-28-2021 1550ED FOR EJ GJ EJ GJ I I IL I LII_j I, I U STEPS �,o. BIDDING AND PERMIT Ji - - Oa-07-2021 REVISED PER NEW CONCRETE 5'-0'CEILING TOWN OF SOUTHOLD BUILDING ° HEIGHT DEPARTMENT COMMENTS EXTERIOR ENTRY ° DATED 08-06-2021 19b ON = SLOPE STEPS t' ° d° .4° 18x68 5TORAGE d ° •a NEW 1-1/2" PIPE _ ° ° ° . a d°° . . m . ed, .. ° ' O EL: 18.0' EL: 15.55 EL: 18.0 RAIL TO GODS • °a >- d° p - NEW CONCRETE ° --------------------------------- -------------------------------- AFF ° 5T0 E e 18x18 3' I • d• ° 0 I ° °a °d a a r - - - - _a- - - - - -- -- - - - - -- - - - -- -- - Q- - -- -- - - - --- _ I SLAB FOR STAIR d ° ° ° ° d . ° ° ° (° a a ° LANDING ° ° ° ° 4 a ( i 'a d d d e a EXI5TING 5MOKE 41 ° a _ d d • I EL: 18.0 EXI5TING EXTERIOR DETECTOR TO BE WI Go 1 a CJ Q m a I • I WALL PACK LIGHT EXISTING COMPANY a a a DETECTOR ( I 3 _g 4,_O„ q ROOM 5 15'-0* 'H* GGEIILING CHIMNEY I I a Q EL: 15.41' I °. Q 4 ° PITCH 1 1 DOWN 4" Q a Q 3�_/11 I Q �] 8'x2P' 5,000 P51 ° ° Q 4 ( �� 28x68 GONG. Af3RON w/ #4 ° I -----------------------------------------------1\ ------ E BARS C<12" EA. WA ° 4 EXISTING SEAL: EL: 15Q5' ° ° 4 EL: 15:75' '6 1 a I CHIMNEY BASE 5'-0"CEILING 6'aGONCd ETE SLAB W/ HEIGHT 4 o I I Q 6X& 6 'WW �G e Fr a ° I Q- o � ° INSULATION BOARD ON 4" QI I � . 1 a ° a a GRUSHEPLUESTONE ° 1 I * Y ( ° a °EMIL VAFOR BARRIO ° I i-- J EXTrERIOR 0ONCoRE7E 57EF5 �X15TINI 5�GON1� 1=L CCR r ° 16< I SCALE I/2" = I'-O" SCALE: 1/4" 1'-0" DROP T.O.F. a °a 1 sj, 0 163 ( IA WALL°6" ® Q a Q °Q I 3'CONDUIT w/FEED BACK TO 16 POG4Z5 TYPQ ° ° QI •, i / — —ExI5TiN6 ACCESSORY SUILDINS— F Of M�� ,(o � I ° a I a I 1 / 28x68 28x68 a ° a " GONG. FND. 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STONE SILL GAP TO BE ELDORADO — 3,000 P51 POURED PRECAST STONE GAP SPLIT-EDGE WAIN5GOTT SILL' COLOR d �-- � � � OL GONGRETE ENTRY 5TEP5 TO W: I EL: 15.55' ST TO BE GREY SKY �-- (� ca 3„ ONE VENEER ON EXTERIOR OF STONE VENEER BY ELDORADO t FOUNDATION STONE. MODEL TO BE MOUNTAIN LEDGE PA55 w w EL: 1535' EXP JOINT - r�_ . f - — h EL: 15.5' GARAGE SLAB ° D `I i _ 4; -�r � J GARAGE SLAB 6" GONG. SLAB PROJECT #: 20-12 - - I YJ/ 6x6 EL: 14.3 � — � — — — — — -•- — .— �— — _ ! — — — :— — — __C_��.�— _,,._ _. --..-¢- �- p ° p 14.64 ,-- _ I I A i.--- -�-- DRAWN BY: . /\/\//\//\//\//\//\// //\//\//\//\//\//\//\//\//\//\//\//\\/ 4 GOW RETE : 15,41' •' \\ \� \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ •• CAD FILE: 20-12/x':/GD SIDENALK / 10 /i. d ° 8"X 5'-0" 3,000 PSI WALL DRAWING#: ° ° ° ° • W/ (2) #4 TOP-BOT. AND #4 VERT. ® 12 O.G. 3'-0" MIN. BOTTOM OF 8X16 3,000 PSI. 8" 3,000 P51 GONGRETE WALL w/ FOOTING BELOW GRADE FOOTING W/ (3) #5 ' (2) #4 BARS TOP $ BOTTOM 1OUNnATION ELEVATION SCALE: 1/2" m r-0" 8"x l b" 3,000 P51 GONGRETE f 0 0 T 1 NO 1��TA I L FOOTING w/ (3) #5 BARS DATE: ISSUE II 07-25-2021 ISSUED FOR 2 -� BIDDING AND PERMIT RO U O H OPEN. Oa-07-2021 RE\/15ED PER TONNO 5O DD HOLBUIISDING 1 21--7 11211 DATED 05-06-2021 -100UNIT DIM. _ _I�l�_1-�1_l_1_-!__1�_�i __ __[�_l�___1�_l�__l�1__i -11LU LIL !_1�-1 11_�_li_1�-l-.__1_[_1UILLU _r��(1_11�-I�1_1�!LLL 1 I,��_1 J 1�1 - -- --- -_ -1 L _111_ l_ _ N - -___- �i�l_! !_► l �J_�� �1- --1�_J1-L1 ►_=1.1_ -1� �I�!1-L=- 1_��11 - Q ------ ---- OL T.O. CEILING �_�� �� I I IL � ' - _ _ �_� _-I 1L -j -IL-1-1-I I I! 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