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HomeMy WebLinkAbout26653-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-27947 Date: 09/14/01 THIS CERTIFIES that the building ADDITION Location of Property: 54360 MAIN RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 61 Block 4 Lot 23 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 2, 2000 pursuant to which Building Permit No. 26653-Z dated AUGUST 3, 2000 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 ADDITON AN EXISTING GAS STATION AS APPLIED FOR. The certificate is issued to TONYES REALTY CORP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. H 070826 03/12/01 PLUMBERS CERTIFICATION DATED N/A Authorized gnature Rev. 1/81 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. 26653 Z Date AUGUST 3, 2000 Permission is hereby granted to: TONYES REALTY CORP 54360 MAIN ROAD SOUTHOLD,NY 11971 for NEW CONSTRUCTION OF AN ADDITION TO AN EXISTING COMMERCIAL BUILDING AS APPLIED FOR UNDER APP. #4509 . at premises located at 54360 MAIN RD SOUTHOLD County Tax Map No. 473889 Section 061 Block 0004 Lot No. 023 pursuant to application dated FEBRUARY 2, 2000 and approved by the Building Inspector. Fee $ 150.00 Authdrized Signature ORIGINAL Rev. 2/19/98 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. 25336 Z Date NOVEMBER 18, 1998 Permission is hereby granted to: TONYES REALTY CORP. 54360 MAIN ROAD SOUTHOLD,NY 11971 for CONSTRUCTION OF A FOUNDATION ADDITION TO AN EXISTING COMMERCIAL STRUCTURE AS APPLIED FOR. at premises located at 54360 MAIN RD SOUTHOLD County Tax Map No. 473889 Section 061 Block 0004 Lot No. 023 pursuant to application dated SEPTEMBER 11 1998 and approved by the Building Inspector. Fee $ 150 . 00 Building r4fspectorO ORIGINAL Rev. 2/19/98 t ,Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT z TOWN HALL ,. 765-1.802 d �t APPLICATION FOR.-CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: for new building or new use: 1. Final survey of ,property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) . 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 buildingf 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 use or buildings and pre-existing land uses: 3 1. Accurate survey of property showing all property lines, streets, building and d unusual natural or topographic features. 2. A properly completed application and a.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 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.003 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 - , :25N 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15 00, o)mmercial $15.00 :Date ... .. .�. ! .. . . . . . . . . . . . . . . .. . ... . New Construction. . . .. .. . .. . Old Or Pre-existing Building. .... z. . . . Location of Property. .I. . ...... ....,J�' T!141 ..A!.. . f. . . . . . . House No. Street Hamlet Onwer or, Owners of Property... . ..y;�„�...,-�R�, .... . . . . Q/L: . . . . . . . . / . . . . . .. . . . County Tax Map No 1000, Section. .1.4 3.050.9. ,Biock. . .,Z.�. . .Lot. . . . . . . . . . . . . . . . .. . . Subdivision. . .. . ... . . . . . . . . . . .. . . .. . . . . . . . .Filed Map. . . .Lot. . . . . . . . . . . . . . . . . . . Permit No . .. .D to Of Permit. . . .... .Applicant. .� :. . . . !�. � , . . . .. . Health Dept, Approval. . V9 Q. . . . . . . .. . .Underwriters Approval. . . . . . . /... . . . . Planning Board Approval. :. f, . . . . Request for: Temporary Certificate. . . .. . . . . . . Final Certicate. iee Submitted: $Y;' .4 PLANNING BOARD MEMBERS c BENNETT ORLOWSKI,JR. �� a�j Town Hall, 53095 State Route 25 Chairman C y1 P.O. Box 1179 WILLIAM J.CREMERS Cz = Southold, New York 11971-0959 KENNETH L.EDWARDS 0-1 Telephone(631) 765-1938 GEORGE RITCHIE LATHAM,JR. Fax(631) 765-3136 RICHARD CAGGIANO y��l �aO� PLANNING BOARD OFFICE i TOWN OF SOUTHOLD TO: Michael Verity, Principal Building Inspector FROM: Robert G. Kassner, Site Plan Reviewer RE: Southold Automotive Main Road, Southold SCTM# 1000-61-4-23 DATE: September 17, 2001 An inspection was made of the above business and all elements of the approved site plan have been accomplished. The Board recommends that a Certificate of Occupancy be issued. PLANNING BOARD MEMBERS ��g11FF0(,�c BENNETT ORLOWSKI,JR. _�� ��j� Town Hall,53095 State Route 25 Chairman P.O.Box 1179 WILLIAM J.CREMERS co Southold, New York 11971-0959 KENNETH L.EDWARDS 0 Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. Fax(631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 23, 2001 Edwin&Donald Tonyes Southold Automotive Corp. 54360 Main Road, Southold,NY 11971 RE: Site Plan for Southold Automotive Corp. SCTM# 1000-61-4-23 Dear Mr. Tonyes, As discussed, a check was made in the Building Department files for an"as built' plan showing the building without the two dormers. No such plan was found in the files of the Building Department. The Architectural Review Board had previously approved the elevation drawings that you had provided showing the two dormers. In addition, it appears that the west elevation differs from the elevation submitted to the ARC for review. The ARC stated that the dormers should be built as shown on the original elevation drawings. The ARC will meet this week on Thursday July 26, 2001, at 4:30 pm. If you wish to attend this meeting, or require more information, please contact this office. inc r assner Site Plan reviewer Cc: Building Department BUILDING PEHECK LIST Applicant/ — �/ Date Owners Name: OA yes lleQLTy ���. Reviewed: ?4600 Architect/ Date Engineer: Submitted: SCTM #: District: 1,M Section: 6 tl Block: 'IK Lot: Project / Subdivision Location: S`f 360 „��^A.-� �.�g S©uzuOZ_4 Name: Sin&le&separate Required certification: s Req Req Zoning District:M [Lot size: Actual. 19 IF [Lot coverage Proposed:�� Req. Req. i / Req' A / (Front Yard �Proposed:144 1 (Side Yard /� Proposed: [Rear Yard .� Proposed: 7 7 1 Project Description: �`'~' ��sTnvcTio-� or 4W ft4 i770�,-+ Ta !9!4 0XI-f-rz.rC AGENCY PERMITS Permit REQUIRED FOR REVIEWtom. _ NO YES Number Suffolk County Health Dept. ✓ -�'��`/ f i s New York State D. E. C. ✓/ Town Trustees ✓ Town Zoning Board approval: ✓ s�rP AG4S f Town Planning Board approval: ✓Wf � Y° �""` Flood Plaiiq Elevation ??? Flood Zone: Notes: ^V O o o Ke �!► . - .�( .+ego GSL as �`/�/ e /' ATG OC%� Ac',2t iJs -// APPEALS BOARD MEMBERS SUFF�C�- 0 Southold Town Hall Gerard P.Goehringer,Chairman �� Gym 53095 Main Road James Dinizio,Jr. y = P.O.Box 1179 Southold,New York 11971 Lydia A.Tortora G L -y,�� ��� ZBA Fax(516)765-9064 Lora S.Collins �l �a Telephone(516)765-1809 George Homing BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION REGULAR MEETING OF AUGUST 24, 1998 Appl. No. 4509 -TONYES REALTY CORP. Parcel 1000-61-4-23 Street&Locality: 54360 Main Road (and Youngs Ave), Southold DATE OF PUBLIC HEARING: September 25, 1997, October 23, 1997 (recessed by applicant to November 13, 1997) (recessed again, request by applicant's attorney pending new status of possible Local Law and Business Zone changes); August 13,r 1998. FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The above-identified properly is located in the Hamlet Business (HB) Zone District and is a corner lot with 115+- ft. frontage along Main Road (N.Y.S. Route 25) and 75+- feet along Youngs Avenue, Southold. The properly consists of a total size of 81625 square feet. The present use is public garage-repair and gasoline sales. BASIS OF APPEAL: The Notice of Disapproval Issued by the Building Inspector is dated August 13f 1997 and reads as follows: "Under Article XXIV,section 100-243A,a nonconforming building with a nonconforming use shall not be enlarged,reconstructed or structurally altered unless the use of the building is changed to a conforming use. The preexisting building is located in the Hamlet Business District and is not a permitted use in this district. The side and rear yard setbacks do not conform to the required 10 ft.side and 25 ft.rear yard..." VARIANCE RELIEF REQUESTED BY APPLICANT: The request made by applicant is to add a 505 sq. ft. area to the existing building by adding a bay at the west side and squaring off the rear to establish a uniform setback of 8 feet along the rear wall. The setbacks are proposedt 8 minimum of 10 feet 4 inches from the westerly (side) property ean feet from the southerly (rear) properly line (maintaining tate established rear setback). Page -Appl. No. 4509 Re. 1000-61-4-23(Tonyes) August 24, 1998 Determination REASONS FOR BOARD ACTION, DESCRIBED BELOW: The subject premises has been operated since at least 1927 as a gasoline station with a two-bay motor vehicle service facility. New York State motor vehicle inspections have been performed at least since 1987, when applicant took over operation of the business, and probably for many years before then. Until 1989, the property was zoned B-1 General Business, a zone in which gasoline stations are permitted by Special Exception. Pursuant to Federal clean air laws, New York State has imposed a new automotive emissions inspection system that is being phased in during 1998. Inspection stations are required to install a fixed dynamometer on which vehicles will be run at over 50 mph for testing, a fixed camera, and other new equipment. Applicant has decided to continue to perform NY State inspections, which it has shown are an economically important element of its business. Consequently, applicant will install the dynamometer and other required new equipment. It seeks a variance to enable the building of a third bay at the west side of its building, which will hold the inspection equipment and will be enclosed for purposes of safety and the control of noise and emissions. Applicant has testified that if it cannot build the third bay, the equipment would be installed in an existing bay. Because the existing bay would continue to be used for vehicle repairs, applicant has testified that the dynamometer would be located in a spot such that cars being tested would protrude out of the open bay door and onto the gasoline station apron. Applicant has testified that such an arrangement would result in problems including uncontained noise from the dynamometer, uncontained emissions from tested vehicles, and safety hazards related both to the protrusion of cars from the bay and to the risk of unprotected "runaways" on the dynamometer. The Board concludes that applicant's proposal does not change nor expand the existing use. Rather, he proposes to build a bay to shelter State-mandated equipment necessary for it to continue in the business of doing inspections. Applicant will install the equipment and remain in the inspection business even if not permitted to build the third bay, but in that case the result, in the Board's view, would be a significant detriment to community safety and welfare. The Board is also cognizant of the public policy interest in accommodating emissions inspection operations as a means to improve air quality. The Board concludes that granting of the requested variance will not produce an undesirable change in the character of neighborhood or a detriment to nearby properties because the established business will continue to operate as it has in the past and the addition will be consistent with the appearance of the neighborhood. The rear yard ' r � v" Page 3 -Appl. No. 4509 Re.•1000-61-4-23(Tarr)4s) August 24, 1998 Determination setback of 8 feet, while substantially less than the required 25 feet, is unchanged from the existing rear setback. There is no other feasible way for the applicant to establish an enclosed inspection facility while also maintaining the existing capacity of its business to perform repairs. Granting of the variance will not have an adverse effect on physical or environmental conditions in the neighborhood provided that the Inspection facility's air exhaust is directed to the greatest degree possible toward Route 25,where there is substantial vehicular traffic. The Board finds that the grant of the requested variance, with the conditions set forth below, is the minimum necessary and adequate to enable applicant to continue to perform NY State inspections,while at the same time preserving and protecting the character of the neighborhood, and the health,safety,welfare of the community. RESOLUTION/ACTION: On motion by Member Collins, seconded by Member Dinizio, it was RESOLVED, to GRANT a variance permitting applicant to square off the southwest corner of the existing building and to build a third bay, as described in its application, with a minimum setback of 8 feet along the entire rear wall and a minimum west side setback of 10 feet, subject to the following CONDITIONS: 1. The third bay shall be used to house the equipment mandated by New York State for the performance of motor vehicle inspections, including a dynamometer in a fixed installation. 2. The exhaust of air from such bay shall be arranged so as to direct such exhaust to the greatest degree possible toward State Route 25. 3. Personal vehicles of the owners and employees shall not be parked on the premises between 8 a.m. and 6 p.m. (business hours), and public parking areas must be utilized. VOTE OF THE BOARD: AYES: MEMBERS GOEHRINGER,DINIZIO COLLINS,AND HORNING. (Member Tortora was absent.) RECEIVED AND FILED F G L< This Resolution was duly adopted 4-0. � _ SOUT . D Approved for Filing 8/31/98 DATE 8�'f'Af ; 1000-61-4-23/Tonyes Town Clerk, Town of ' 'uthold f 5083120 THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 BUREAU OF ELECTRICITY SEARCH 12,20471 40 FULTON STREET, NEW YORK, NY tOQ�B ,' "�,. Date Application No. on file H 070826 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of SOUTHOLD AUT%Y)Tl%'E, 54360 MAIN ROAD, SOUTHOLD. NY in the following locati r,�❑,l�11 M Ist Fl. El 2nd Fl. OUT Section Block Lot was examined on ��`` '�� and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCE FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. N.P. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT.j TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS AMT. K.W. OIL X.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. SYSTEMS NO.OF FEET AMT. WATTS SERVICE DISCONNECT NO.OF S E R V I C E METER AMT' AMP• TYPE EQUIP. 1 0 2W 1/SW S t SW S t 4W NO.OPER.COND. OF CC COND. NO.OF HI-LEO M,�tGFO NO.OF NEUTRALS Op W.G.S 1 200 CB 1 X 1 .3/k 1 3/0 OTHER APPARATUS: TOP GUN ELECTRIC L �rz P. 0. BOX 1464 SOUTHOLD, NY, 11971 GENERAL MANAGER 11 Per This cerNflcate mutt not be altered In any manner;return to the office of the Board If oedt'reoik ` eMeA awtTy be Identified by their Credentials. i COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE. MUST NOT BE ALTERED IN ANY MANNER. PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. �O�O CO Town Hall, 53095 State Route 25 • Chairman P.O. Box 1179 WILLIAM J.CREMERS N Southold, New York 11971-0959 KENNETH L.EDWARDS Ply Fax (631) 765-3136 GEORGE RITCHIE LATHAM,JR. Gy Telephone (631) 765-1938 RICHARD G.WARD PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 25, 2000 Edwin & Donald Tonyes Southold Automotive Corp. 54360 Main Road Southold, NY 11971 Re: Proposed site plan for Southold Automotive Corp. SCTM# 1000-61-4-23 Dear Mr. Tonyes: The following took place at a meeting of the Southold Town Planning Board on Monday, January 24, 2000. The final public hearing was closed. The following resolution was adopted: WHEREAS, this proposed site plan, to be known as site plan for Southold Automotive Corp. is to expand on existing building by 520 square feet to accommodate inspection equipment; and WHEREAS, Tonyes Realty Corp. is the owner of the property known and designated as Southold Automotive, Main Road, Southold, SCTM # 1000-61-4-23; and WHEREAS, a formal application for the approval of this site plan was submitted on September 25, 1998; and WHEREAS, the Southold Town Planning Board, acting under the State Environmental Quality Review Act, (6NYCRR), Part 617, makes a determination that this project is a Type II action and not subject to the provisions of the State Environmental Act, (SEQRA); and Southold Automotive-proposed amended site plan Page 2 January 25, 2000 WHEREAS, this site plan, last revised July 2, 1999 was certified by the Building Inspector on January 24, 2000; and WHEREAS, a setback variance was granted by the Board of Appeals on August 24, 1998; and WHEREAS, the Southold Town Planning Board, pursuant.to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore BE IT RESOLVED, that the Southold Town Planning Board authorize the Chairman to endorse the final survey dated July 2, 1999, with Suffolk County Department of Health Services approval stamp, subject to a one year review from date of building permit. Enclosed please find 2 copies of the approved site plan; one for your records and one to be submitted to the Building Department when you apply for your building permit. Please contact this office if you have any questions regarding the above. Sincerely, Bennett Orlowski, Jr. Chairman enc. cc: Building Department Tax Assessors PROFESSIONAL ENGINEER HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 516-765-2954 Date: March 22, 1999 Reference: Southold Automotive w Southold Building Dept Main Road Southold,NY 11971 Dear Sir, Regarding the new addition to the Citgo Station in the corner of Main Road and Young's Avenue, I inspected the footings prior to placement of concrete, and inspected the foundation walls prior to backfilling. I found all in compliance with good practice and NY State Code. OF Nom,Y F>IsC y � z <� A ^ 05251 ")01- Joseph Fischetti, PE PROFESSIONAL ENC:INEER H09ART ROAD/P0 Bax VS SOUTHOLD, tsEW YORK 11971 $16.165.2954 Date: March 22, 1999 Reference: Southold Automotive Southold Building Dept Main Road Southc:d,NY 11.97 a : 1 Dear Sir, Regarding the new addition to the Citgo Station in the corner of Main Road and Young's Avenue,I inspected the focti.ngs prior to placement of concrete, and inspected the foundation walls prior tc backfilling. I found all in compliance with good practice and NY State Code. OF k Q� f1SCIy�. . l 0525 5'` Joseph Fischetti, PE 1 02000 I L`" i WARD ASSOCIATES, P.C. ff23 ° March 21, 2001 `I Town of Southold T. , Building Department 'r0 JJi�`F SCUTHOA Town Hall 53095 Main Road Southold, New York 11971 Attn: Mr. Bruno Semon, Plans Examiner Re: Proposed Addition for Southold Automotive W. A. Project 9712.00 Dear Mr. Semon: After submission of the construction change from metal framing to wood framing as per our correspondence of March 5, 2001, the following field changes were made. We have revised the drawing accordingly and have provide copies herewith for your review. a. The roof framing was changed from 2 x 10 rafters at 16" o.c. to 2 x 8 rafters at 16" o.c. with triple 2 x 8 mid span girder supports supported at each end by triple 2 x 6 wall supports and flanking 2 x 6 king studs. b. A triple casement window was added to the south wall to allow addition light into the inspection bay. C. Galvanized hurricane ties have been added to all ceiling joist/rafter plate connections. Please call if you have any questions or need clarification. ery truly yours, wrence . F eley, R.A. Vice Presiden G\S�Ei� D LMF:ek ,1 sT 1558` 9TF ON LULandscape Architects, Architects, Engineers 1500 Lakeland Avenue, Bohemia, N.Y. 11716 • 631-563-4800 • FAX 631-563-4807 e-mail: wardpc@earthlink.net • website: www.wardpc.com EX STM TOP OF RIDGE TO MATCH PROPOSED EXISTING CHR'NEY EXISTING O a (2)LAYERS OF STEP FLASHING AT DORMER eh 3 4"BATT INSULATION INTERSECTION OF NEW DETAIL A-J AD EXISTING REPLACE ASPHALT SHINGLES ON (3)2 x 8 GIRDER W/ 4 EXISTING ROOF IN AREAS (3)7 z 6 BUPF•ORTS A'J OF FLASHING AT ENDS NEW ROOF ALl WITH EXISTING ROOF.STAGGER SHINGLES AND 2 i PLYWOOD AT LME OF NEW AND EXISTING TY LAYERS OF 50 RD TYPE t'G7P.BOARD _ LLL.U-3108 2 x 8 OF.No-' ALIGN FASCIAS j EXTEND WALL TO ROOF RAFTERS AT AND DOOR ABOVE HEIGHTS 2x8 OF.NOJ CEILING WITH EXISTING JOISTS AT K'OG is (j'2x110 OF.NO. H:ADER UNTN IA �Y F:.WD SPACERS GARAGE "B DOOR 'LABEL HOLLOW A'DOOR � EXISTING DOOR BEYOND RAILS AND O METAL DOOR AND O"ENMG O OPENER TO MATCH EXISTING WALL TO ExlarnNG REMAIN EXISTING UN FODATION Real: WALL AND FOOTINGS EXISTING FOUNDATION WALL AND FOOTINGS 1 i c�'S` Ej ; �; SECTION ; 5 SECTION SCALE:V4'.1'-0" j c 7• r HOLLOW METAL DOOR FRAI'E (( QUER CHANGES I/OI ADJUSTABLE STEEL 1' 1 I BUILDING DEPT.REV. R ANCHORS MK 3 PER 1 1 .,'�:.' JAMB) �_�.. SIAM ASS7\/MT13 AFL 15589 LAnd�Cgs•ArChROCI% T�OF N Ew ��� ArdyMdte,E919101661111 r Hn FRN IE 16001aIsbW AvwRRs im Rolm. N.Y.11716 HM DOOR (616)3634= 16WN1 MCC 311!!t tJMb 1�.NewYak 13366 2 LAYERS OF SM'TFK TYPE r-'GYP.BI®. p1�3� ASPHALT SHINGLE OVER 30-FELT 6 DOOR FRAME DETAIL 7 DOOR TYPE ELEVATIONS projec116te: OVER 14'EXTERIOR GRADE PLYWOOD SHEATHINGIll TRI, Z A-3 2.0 D.P.NOJ RAFTE �AT 2.8 FOGJ � A—3 SCALE:3�. 1'-a• AT K•OC. Ill FAWLA ASPHALT SHINGLE PROPOSED --OVER =FELT OVER ADDITION ASPHALT SHINGLE 314'•PLYWOODGALV.STEEL CLOSURE OVER UP FELT SFEATHMG 2 x 110 RIDGE BEAM for END6 ON EACH GRADE PLYWOOD 7X8 DF.NO.I JOISTS r_.1'EXTERIOR "."ST + ClowSOUTHOLD RAFTER TYP. SHEATHING AT l OL. AT EA JOIST + MATCH E TO D AUTOMOTIVE MATCH EXIST, 8'LG BLOCKS STAGGERED - - - 24"OL M AREA (2)216•TOP PLA (2)Ill TYPE'C• ABOVE VENT GYP.DPD.CEILING (3)2x110 DF.NO.]W1(21 V2PLYWD -.I HOUR 7 x 8 DF.NO.I RAFTERS B7 CT VENT M PLYWD.FLITCH FILLERS CEILING RATING Ill TO MATCH AT K•OC,TO MATCH drawing tithe: SOFFIT VENT SUPPLIED 314 HOUR EXISTING OVER 30•FELT - EX.RAFTER PITCH OVEICi4N'TO MATCH OVENIHAN TO MATCH REWIRED PL FOOD ASPFIALT BHNGLE EXISTING EXISTING PLYWOOD 4•WD.STUD OVER 3d FELT BUILDING GARAGE DOOR SOW.TO MATCH 8•BATT INIWLATION CCA WD.Ill FRIEZE BOARD TRACK EXISTING HANGERS AT 37'OC. OVER AA'EXTERIOR R AS RM RED TO WRAPPED IN SHT. HALF ClE WIDOW Th• SHEATH YYJOOD MATCH NEW AND SECTIONS METAL WITH DRIP WITH CASING SEE MK 2'x8•CLIP EXISTING EDGE DETAIL ELEVATION FOR ANGLE FASCIAS. DETAILS MODEL No. i•DF.NO.2 COLLAR GUTTERS TO 2 TIES AT 32"OC. _ MATCH EXIST. i•BATT INtlULATION VENT e(OFFR MATCH + + + + + + + + •'L4 BLOCKS STAGGERED A-3 EXISTING MATERIAL + + + + 24.OL M AREA W7•PLYWOOD 7-SS'TYPE C. GYP. ABO VENT SHEATHING IND FLASHING 2. RATING C.r aoFFrr vENT BY CORA-VENT drown br: dweked by: SIDING G MATCH --- - OVERHANG TO EXISTING '+ + DAMlDs1D. LMR. 7 x e•WD.STUDS AT K'OCMATCH EXISTING . +' date: State: 2 x 8'GrA SILL PLATE WTII -- - (2)2.&TOP 0-08-99 AS NOTED TERMITE SHIELD AND PLATE COM. drari number. ADOL AT 4'-0.OG E 7 x8 OF.No.)16"CEILING JOISTS v JOISTS A AT K'OL. _ 2 x S DF.NO.I CEILING JOISTS AT K•OC. DOUBLE AT ENDS WITH OJTRGGERS AT K•OC. i 3 DETAIL 4 L DETAIL B U14=TM DNN=ON OF A LICFMSED v RLOFESSMAL. r1EK SUCH ALTEMTHM AK MAX rc A-3 A-3 bull=K QUAL,w�wo DQE MK TK D ENT Or TIE ALTERATION ON THE I O114411ANa AND/OR IN THE SFEC KATICK a ret. no.: 9712.00 RECEIVED � JUL 16 1999 Robert J. Gaffney WARD ASSOCIATES, P.C. Suffolk County Executive Department of Health Services Office of Wastewater Management Clan B Bradley, M.D., H 516 852-2100 Commissioner PERMIT Health Services Reference # CIO — 9F-00,Z1 Project Marne 5'0C171-1oLp A�TOMOT�vE C©x.�O, The attached plan, when duly signed by a representative of the department, constitutes a permit to construct a water supply and/or a sewage disposal or collection system for the proper, as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan or enclosed herein. Construction must conform with applicable standards uicluding "Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other than Single Family Residences." Omissions or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in contor mance with applicable standards. The permit(plan)expires three (3) years after the approval date. Any modification which may affect the proposed sewage disposal or water supply systems requires submission of a revised plan and additional fees (if applicable) for reapproval prior to construction. No inspections will be performed by the department on expired permits. Permits may be renewed, extended, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Other than Single Family Residences (Form WWN1 1-013). 6 It is the applicant's responsibility to call the department in advance to arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling. These include inspections of the sewage collection and disposal systems, water supply system cora onents and i ins / grading as shown on the approved plans. In certaincases, inspections of the soil excavation nma be required to determine the acceptability of the soils for sewage disposal systems. The department must be notified at least 43 hours in advance to schedule an inspection; and excavation inspections must also be confirmed by calling 8j?-2100 prior to 9:30am. the morning of the inspection. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. WWNNI-016 (P ev.3/15,99) Page lof? 2D VV X 1z r IJ -� - -- .5o U TNOZ_D 99 - 00 / CONDITIO`+S FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT ` As a condition of this permit to construct, the folic:ving items *rust be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For' further information concerning this,refer to Instructions For Obtaining r utu.Aeauu urpartment Approval Of Constructed Projects For Other Than Single Family Residences(Form WWl✓1-19). Excavation Inspection by the Office of Wastewater Management prior to installation of any leaching pools to determine acceptability of soils. ( Call 852-2097 to schedule an inspection and confirm by calling 852-2100 prior to 9:30am, the morning of the inmprrion.) Satisfactory inspection by Office of Wastewater Management of the sewage disposal system (Call 852-2097 to schedule an inspection.) El Satisfactory inspection of the water supply system by: Office of Wastewater Management(Call 852-2097 to schedule an inspection.) Office of Water Resources, Water Quality Unit ( Call 853-2250 for inspection.) Satisfactory inspection by the Office of Pollution Control ( Call 854-2502 for inspection.) 11 Sewage treatment plant Storage tanks 13 Other: Four(4) prints of an As-Built plan 0"Tap letter" from water district Certification from the licensed sewage disposal system installer "S-9 form" from Suffolk County Department of Public Works (SCDPW) Sewer district approval of sewer line installation (for other than SCDPW districts) Well drillers certificate El Water analysis Design Professionals Certification of Constructed Works (form W`VNI-073) for: Sewer lines and sewage collection system Retaining walls (approved as part of the sewage disposal system) Sewage pump station/valve chamber Sub-surface sewage disposal system Sewage treatment plant t Water supply system 1 Abandonment of Preexisting sewage disposal system and/or water supply , Other: Other: WW 1-016 (Rev.315/99) Pave 2 of 2 ,YXII GPDJ = 11 GAL Ulttle Falls,New York 13365 N WALL AREA (PWA) - 25 SF/FT (315)823-4384 R 4 rE - 1.5 GPD/SF _✓ GF'D/SF - 41.33 -04- -L F -L AP.EA - 300 61-- SF/25 F yD . 300 SF/25 SF/FT - 12 FT project title: L '� 8' OP x Iz' E.D. 2 w EXISTING SANITARY SYSTEM )LE DATA for "N BELOW BADE ELEVATION SOUTHOLD 1 AUTOMOTIVE (EL.4.1't) SOUTHOLD, NEW YORK NOTES: drawing title: I. THE TEST HOLE WASPERF2 GEO o ENCS OF 5OUTHOLD, PLAN, N.Y.(TEL.No.516-165-3611) NOTES ON 2/25/99 2. GROUNDWATER LEVEL WAS AND OETERMBELOW 11NEIs EO TO GREE. COMPUTATIONS 24' - - — (EL. -13.3") S.C. TAX MAP NO. 25' - -- - (EL. -14.3'=) 1000-61-04-23 drawn by: checked by: TJD VG date: scale: 02-10-99 AS NOTED drawing number: Approved is accordance Board of R2 eview 2 d. tion dated I 0 9 1999KFMFMX f � � TMHD= lof REF.N0 e- 10- M.S. DO eZ/ Bead an to kdamatlw+nblNfed,h ho Enn detemdr+W the thU pro{.a don not niqulnn'N°o° °`�« Nath i STATE LAW PROHIBITS ANY PERSON FROM ALTERING 1000 �, � ANYTHING ON THIS DRAWING AND/OR THE DATE+--� pMM0FWASTEWATERMANAQEMEni ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED Y vjeC, - PROFESSIONAL. WHERE SUCH ALTERATIONS Vis-/ ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE_ S DRAWING AND/OR IN THE SPECIFICATION. REF. No. C10-98-0021 ref. no.: 9712.00 PLANNING BOARD MEMBERS Town Hall, 53095 Main Road BENNETT ORLOWSKI,JR. Chairman P.O. Box 1179 Southold, New York 11971 WILLIAM J.CREMERS y Z Fax(516) 765-3136 KENNETH L.EDWARDS Dy • Telephone(516) 765-1938 GEORGE RITCHIE D,JR. RICHARD PLANNING BOARD OFFICE TOWN OF SOUTHOLD 5 1998 B'._DG. DEPT. T WN F S UTHOLD TO: Edward Forester, Building Department FROM: Robert G. Kassner, Site Plan Reviewer RE: Toynes (Southold Automotive) SCTM# 1000-61-4-23 DATE: October 5, 1998 The Planning Board has received your memo dated October 5, 1998, requesting this Board's approval for a foundation permit for the above project. Due to the deadline imposed by the State of New York on the installation of the emissions testing equipment,the Board approves the issuance of the foundation permit. The site plan will be processed expeditiously upon receipt of information requested from the applicant's agent. suiLDiNc Dear. INSPECTION �j [ 'FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: /Z�`r..O DATE -INSPECTOR T6S-1802 BUILDING DEPT. INSPECTION [ ] FOU ATION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ j FIREPLACE & CHIMNEY REMARKS: �ir�,��ffl� - d0/-v .G''r 917 ol 17 ,DATE (!/ INSPECTOR BUILDING DEPT. INSPECTION ( ] FOUNDATION iST [ ] ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: ,DATE 4tZ O IN8PECTOR "`� suiLuINc DE". INSPECTION [ ] FOUNDATION IST [ ] R GN PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACES CHIMNEY REMARKS: DATE O � IN SPECTO BUILDING uEPr. INSPECTI N [ j FOUNDATION IST [ ] OUCH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY RE AR S• v 1�6 vn ,DATE /� INSPECTO M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]�INLATION [ ] FRAMING [ FINAL [ ] FIREPLACE 8 CFIIMNEY REMARKS: DATE 7/3 INSPECTOR ✓� I BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLO [ ] FOUNDATION 2ND [ ] INSU ON [ ] FRAMING [ NAL [ ] FIREPLAIMN REMARKS: �^�� I DATE /� � INSPECT FIELD IN PECTION REPORTa _DATE- COHMNTS .J A6.sc=a==== aa — a =atxx �==cJr=ss====— FOUNDATION OST) u I oe FOUNDATION (2ND) aaxaasxxxx==sxxxxxx —=ass —__xsxxxx M—sxxxsxx__=xxx�_ x— —xxs=_ OUGH FRAME PLUMBI G q �� -• I II -- N � y C T.�..,C CL,� INSULATION PER N. Y. I H STATE ENERGY u CODE q � f n 4t 16A lAdai( sea=x----aa=aaaaassxxsaas�= _—�--saw_—seas—z----- aaalaxxa:=�a�xxxxxxx====xx== — � d� fl q r u u H u a II FINAL a I Ln ADDITIONAL COMN ENTS: aaaaasxsaasasseassxsaaasa----saaaaasa�aa----amxaasss----aa__asxxxx— cxaaaaaaxxx�xxxax=x � �\;; 1 H cl N C> O m yNy b H all BOARD OF HBALTH ... .. .. .. .:. . .. FORM NO. 1 3 SETS OF PLANS .. . . . . . . . .A.. .. • TOWN OF SOUTHOLD SURVEY ...... ... . . .. .s.. ........ BUILDINGDEPARTMENT CHECK ............ .. .. .... .. . .. TOWN HALL. SEPTIC FORM . . .. . . . . . .. . . . . ... . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: CALL ... . . .... .. . . . . . . . G MAIL TO: .... . . . . .. . .. .. . . . . . Examined. ......... 19. U Approved... ��.., 19�8 Permit ND. 3:C'..zZ. ................................... Disapproved a/c .................................. ................................... ...................................................... ....(B(Building ......... . (Buildi tor) APPLICATION FOR BUILDING PERMIT Date.. . .November.2. 19 98. -2,F SC,21�;.,) D INSTRUCTIONS a. 'this application must be ounpletely filled in by typewriter or in ink and submitted to the Building Inspector wi 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 giving a detailed description of layout of property mist be drawn on the diagram which is part of this application. 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 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HMW MAIC 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. ..................................................... (Signature of applicant, or name, if a corporation) ................................................... (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer,.general contractor, electrician, plumber or buildeu Owner ........................................................................................................................ Name of owner of premises ..... Tonyes.Me .X.Cori:. • (as ad the tax roll or latest deed) i If applicant is a corporation, signature of duly authorized officer. ......................................................... (Name and title of corporate officer) Edwin Tonyes Builders License No. ......................... Plumbers License No. ......................... Electricians License No. ..................... Other Trade's License No. .................... 1. Location of land on which proposed work will be done.............................................................. ......... . .54360.Main. RoE d:........................�.................Southold................................... House Nu¢ber Street Hamlet C(xmty Tax Map No. 1000 Section ...61 ....... .Block ....4.......... Int ...23.......... Subdivision ....................................... Filed Map No. ............... lot ............... (Name) 2. State existing use and occupancy of premises and intended,use and occupancy of proposed construction: a. Existing use and occupancy ...... Southold Citgo.Station.................................................... Southold CitgoStation b. Intended use and occupancy ... ................................... ............................ ti 4 a 1. Nature of %rock (check ahidh applicable): New Building .......... Addition ....X.... Alteration ........... Repair ............ Removal ............. Demlition ............ Other Work .................................. (Description) S. Estimated Cost ....09.4W ............ fee .............................................. (to be paid on filing this application) 5. If dwelling, amber of dwelling units ...NIA..... timber of dwelling units on each floor ................ Ifgarage, nurber of cars ...................................... 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.. Citgo,Station... 7. Dimensions of existing structures, if any: Front..48..91....... Rear ..i8 .9.'....., Depth ... 3.91-4.11...... Height ....19'.6'..Ridp ...... timber of Stories ..........QReL........ Dimensions of sane structure with alterations or additions: Front ...PA' 9...... be1!ar ,,6 9.'_. .. Depth ...: .4.......... Height ... 9.r.:G:'..$ldbe.. Ntmber of Stories .....ONE...... 8. Dimensions of entire new construction: Front ..:N/A:........ Rear ............... Depth .............. Height ...........[:,.o......... timber of Stories ..................... 9. Size of lot: Front ......1.12.42....... Rear ...10§:89......... Depth .......75:......... 10. Date of Purdrase .................... Name of Former Owner ........................................ II. Zone or use district in which premises are situated ............HB Zone ................................................... 12. Does proposed construction violate any zoning law, ordinance or regulation: ....NP................. 13. Will lot be regraded ...No.............. Will excess fill be removed from premises: YES X ND 14. wanes of Owner of premises Tonyes. Realty.Corp.... Address .54360,Main.Rdt,Sor,�tt}oid Phone No. 7.65: Name of Architect „WARD.ASSOCIATES, P.C......... Address .1500 .Lakeland Ave. BohemW� No. 56 -48Q0 ................... .................. Name of Contractor ................................... Address ...............................Phone No. ............ 15. Is this property within 300 feet of a tidal wetland? * YES .......... ND .......... *IF YES, SW IID MM PMMT MAY BE 137qJ m. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block comber or description according to deed, and show street names and indicate Whether interior or corner lot. MAIN ROAD (S.R. 2 5) GNs GIT coc.cr[awe cue cvr Ar'IwIP! � I^'JlN coMcllTS I K e�Go�i - -_.AMM.xT•AVT.-�.� OY rY1•I[LATG © o -ANrYALI Icy I Q cwcll[n lr.le A. a 1 ---- ----- ---- 111 O 1 O 1 LYO uGwNarewa. ` •� OIL TYwwK1 1 t•Aveslr Im L ..... p� cadcwT[rAuc colrlar[ rAac NUO G 1•• __° _ I ' Q 1 I I .. [xri. 1 r•wo►o1[o Z A - wNN'oa I6 � _ N 11 I I 1 � 1 1 r.•J•e.0 0 Fcq __ Il_S�l. LLJ 1 SrA1E Or Nei YM, SS 1 �.L.•I - FIM,M a,o.11.6_ oa>Nnr yr ..�'v r .......... _ . �. .'DIAx.•OI. LItAGltl.uw I Edwin Tonyes?i�.........................being duly sworn, deposes and says that he is the applicant nt me (Naof. individual. signing contract) above named, lie is the ...................Owner..(Tonyes. Realty.....Corp. .............................................. ... .. ....... (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have perforated 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 Mork will be performed in the manner set forth in the application filed therewith. Sworn to before me this ..........d: ....day ....... .....19.�.f... Notary Public .ER ................................ PET;R ............... .... M. NOTARY PUBLIC, Stats of New York COLEMAN (Signa '• Of Applicant) Ed •. Tonyes C No. 52-5758570 Qualified in Suffolk County Commission Expires March 30,Loop A BOARD OF HEALTH . . . . ..6. . . . . . . .. FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . .. . . . TOWN OF SOUTHOLD SURVEY .. . ... . . . . . . . . .. . . .... . . BUILDING DEPARTMENT CHECK . . . .. .. . .. . . . . .. .... ..... TOWN HALL SEPTIC FORM . . . . . . . . . . .. .. . . .. . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: CALL . . . . . . . Examined.. .. y..........:.. 19�� ��P'53, MAIL T0: . . Approved..'.I19-�S Permit No. .��. ................................... Disapproved a/c .................................. ................................... ...................................................... ng pector)..... (Buil r C, APPLIC TIO FOR BUILDING PERMIT . ,Date. November 2 . � 19 98 G. P—' PT. . . Tl-:, SC ",i- OLD INSTRUCTIONS _ a. 'Ibis application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wi 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan stowing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application. 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 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MAIL to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, Newyork, and other applicable Laws, Ordinances or Regulations, for the constriction 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. .................................. .. . ............. • • • �(Signatureofapplicant, orname,.if. a•corporation) • .................................................... • (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer,'general contractor, electrician, plumber or builder ............Owner........................................ .............. ............................ ..... Name of owner of premises ...., Tonyes,Realty.Cori:. . ................................................. (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. f ................ .. ..................................(Name andtitle'of.corporateofficer) Edwin Tonyes... Builders License No. ......................... Plumbers License No. ......................... Electricians License No. ..................... Other Trade's License No. .................... I. Location of land on which proposed work will be done................... 54360 Main Road, Southold .......... .....•....................� ... .......................................................... House Number Street Hamlet County Tax Map No. 1000 Section ...61.......... Block ....4.......... lot ...23 ........ Subdivision .......................:.............. Filed Map No. (Name) ............... Lot ............... 2. State existing use and occupancy of premises and intended;use and occupancy of proposed construction: a. Existing use and occupancy ... Southold Citgo Station ............................................................ b. Intended use and occupancy ...... Southold Citgo.Station . .. ............ ............................ :L:i I. Mature of work (check Which applicable): New Building .......... Addition ....X.... Alteration .......... Repsir ............ Removal ............. Demolition ............ Other Work .................................. ` (Description) v i. Estimated Cost ....up-SAW ............ fee • .............. ......... (to be paid on filing this application) 5. If dwelling, tnutber of dwelling units ...NIA..... NuA)er of dwelling units on each floor ................. Ifgarage, mvber of cars ...................................... 5. If business, c=mercial or mixed occupancy, specify nature and extent of each type of use...gjpgq• Station... 7. Dimensions of existing structures, if any: Front..48..91... .... Rear .48.:9. " �. ... .. Depth ... 39 -4 Height ............Rid$e....... Number of Stories ..........QReL........ Dimensions of same structure with alterations or additions: Front ..... ......•,, Rear ..61_'.7.... Depth ... ;-.19:A........... Height ...19.�.:�:..$�dge.. Nurber of Stories .....ONE...... S. Dimensions of entire new construction: Front ..:N/A:........ Rear .......:....... Depth t Height ............Y............ 14mber of Stories ..................... 9. Size of lot: Front ...... ....... Rear ... 106;89......... Depth .......7.5....... 10. Date of Purchase ..................... Name of Former Owner ........................................ II. Zone or use district in Which premises are situated ............... Zone .••........ 12. Does proposed construction violate any zoning law, ordinance or regulation: ....NIP ................. 13. Will lot be regraded .................... Will excess fill be removed from premises: YES X NO 14. Names of Owner of premises ,Tonyes• Realty.Corp.... gess .54A§Q.Main, Rd;,Southold pboNo, 7,��-�iSfl ... .. ....... .... Name of Architect ..WARD.ASSOCIATES,.P.C:......._ gess .1500 .Lakeland.Ave..BohemW� No. 5Q.-AQ00 Name of Contractor .................................... Address ...............................Phone No. .......... 15. Is this property within 300 feet of a tidal Wetland? * YES .......... NO ..X...... *IF YES, SObTMD MW 'IBOSIFLS FMH MAY EE REWMM. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. M A I N R O AD (5.R. 2 5) CQCIE(E WALK - M l,•W.W'! p .._.A.PMALT PAV. 1 OY IVTlIAW � ❑ —♦tPNALi P1YT.it _ !x LaxtNo Lx 4r+RNo � Z C xis Q/ CPiGIQIE lLAO A.. O O L1 1 Z3 quo rrw,soweTaT 1 a�tw•c. P�eoPoelo 1 Z ..... Im PAVD'IeIT Im � .N�.l,lWNK 1 g yea •� '. Q b ' � 1 F I "" pMIN6 WIMc�fA•Ydt� _ — I WAoortiox -- 1 l7 1 / iiiroe� 1 -rnoroein Z `` JJ n i i n i u•a•uu � AMIJIl PAYT. 1 �! -- `•PMC I - - liL._I�.IL.-J-.'1 .� � _ SCA1E Or NV YOB, ....= a -M /yam�)ry ��; �(\/� Jly`. �..W U/lll\1 1 ( •.yY '•..i f`.......... •tl.1]O W LIACxN6 eYN • o a x.•oP. w•nAn! Edwin Tonyes .............. . % .....being duly sworn, deposes and says that be is the applicant (Name of individualsigning contract) above named, Owner (Tonyes Real ty•Corp,) lieis Lite ................................ .......... .... .............................................. (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. Sworn to before me this g..........r1:�1?....day o .......Ndv.....l9 • ... Notary Public ... ................................. .. PETER M. COLEMAN (Signa of Applicant) Ed• •• Tonyes NOTARY PUBLIC, State of New York No. 52-5758570 Qualified in Suffolk County Commission Expires March 30,7•0cU WAi a, CIATES, P.C. March 5, 2001 Town of Southold t Building Departmdn Town Hall 53095 Main Road Southold, New York 11971 Attn: Mr. Bruno Semon, Plans Examiner Re: Proposed Addition for Southold automotive W. A. Project 9712.00 Dear Mr. Semon: As per our telephone conversation regarding the above captioned facility, the Owner has requested that the construction be changed from metal framing to wood framing similar to the remainder of the building due to cost and construction considerations. Due to this request, the following changes are made necessary. a. The wall system formerly UL Design U-425, will be changed to UL Design U-308. b. The roof framing will be changed from 8J16 metal joists to 2 x 10 D.F. No. 1 wood joints at 16" o.c. C. The ceiling joists will be changed from 6J 16 metal joists to 2 x 8 D.F. No. 1 wood joists at 16" o.c. d. The collar ties will be changed from 6J16 metal joists to 2 x 6 D.F. No. 2 wood members 2 at 32" o.c. e. Double top plates will be added to wood stud bearing walls. f. The ridge beam will be changed from (2) 9J16 nested joists to a 2 x 12 D.F. No. 1 ridge beam. g. The roof plywood at the dormer sections will be changed to %" thickness from 1/s" plywood. A reduced copy of drawing A-3 revised to reflect the aforementioned changes is included herewith. Please call if you have any questions or need clarification. Very truly yours, awrence F eley, R.A. ! / c Vice President `R, l LMF:ek 09 Landscape Architects, Architects, Engineers 1500 Lakeland Avenue, Bohemia, N.Y. 11716 - 631-563-4800 - FAX 631-563-4807 e-mail: wardpc@earthlink.net - website: www.wardpc.com L j t PROPOSED EXI EXISTING TOP OF RIDGE TO 1'IAT04 dWANEY EXIST►.)[ STEP FLA614W.AT 12 (2)LAYERS OF INTERSECTION OF NEW Deh O r MATT INSULATION DETAIL A-] 3 AND EXIW-ASPHALT88NNGLE9 ON 4 EXISTING ROOF N AREAS A_3 OF RABHIING NEW ROOF AL04 WTN EXISTING ROOF. STAGGER SFINGLED AND E SW PLYWOOD AT LINE OF NEW AND A-] i i (7)LAYERS OF TI K TYPE'C'GYP.BOARD 7 x 10 OF.NO.1 ALI&4 FASCIAS UL U-304 RAFTERS AT K•OC. AD DOOR EXTEND WALL TO ROOF OPENING HEGHTSABOVE 7x4 DF.NOJ CEILING WITH EXISTNG - JOSTO AT K'OL (3):<IO OF.NO. HEA')ER WITH V2 - PLua7 SPACERS ' GARAGE DOOM 51 LABEL HOLLOW AT SDOe EXISTING DOOR BEYOND RAILS AND O METAL DOOR AND OPENING OPEPER TO MATCH O EXISTW. WALL EXISTING. v EXISTING FOLNDATKX4 EXISTIG FOUNDATION WALL AND FOOTINGS WALL AND FOOTNGB 1 SECTION 5 S N A-3 0 2' 4' 1. A-3 SCALE:V4'-I'-0' ' HOLLOW FETAL r 4 DOORFRAME ADJUSTABLE STEEL I BWLONG .REV. ANCHORS MN.3 PER WA �(�/�/y Nr JM'a xcM4�/SSOM1M DOOR i S .EnpYvnis 2 MM.FRAME 15MI.CieNa+dAvwDM OcIm.a KY.11716 • ,...... HM DOOR (516)5&"M / 16!WE Ma+3kss1 lulls WIF New VN7ek 15365 2 LAYERS OF 5/e'THC (3110 6754364 TYPE C'GYP.ORD. A�r�NGLE DCOR FRAME DETAIL 7 DOOR TYRF ELE`/ATlO�lS 1 •: OVER LT FELT OVER N+A'EXTERIOR e�'GYM 5/4SO'TRR7 A-3 PROPOSED 7x10 DF.NOJ RAFTE A-3 saW.c 3'- r-o• AT KDFO- IWAFTE AT K•OL. 5/4•xID'FAWIA ,--=T FELT BHNGI� ADDITION 3/4'•PLYWOOD GALV.STEEL CLOSUREDHIGLOaNAVER 30'FELT E SFEATHIG 7 x G RIDGE BEAM, for BBS ON EAd OVER%'EXTERIOR CONT. RAFTER TYP. GRADE PLYWOOD 7X10 OFNO1 JaeTe �"JOIST SOUTHOLD wrTERD To SIEATHINIS �AT**6rcL' NINNY E'A`'pKT TM + + AUTOMOTIVE MATd EXIST. + + 6'L&BLOCKS DTAGGEIIN A - e 74.OL N AREA (2)7'x4•TOP PLA f215/e'TYPE'C' - ABOVE VENT GIT.BIWD.CEILING 7x10 DF.NO.1 RAFTERSdrawing Tll���w YSOFFIT VENT OJ WV(7)V7 PLYWD NOTE.,I+HOA! AT K'OL.TO MATd : BY CORA-VENT d FILLERS CEILING RATIG DIDNG TO MATd EXRAFTER PITdSUTLIED 3/4 HOUR EXISTING OVER 30'FELT I�ASRED ON AA'EXTERIOR GR MF4ALT eNWNGLEoVERNG. TO n.A.TdOVERI-ANG TO rATd cc e.uD BUILDING PLYUIDOD4•YDDIeD OVIER W FELTEXKTIG eDCKTIG 6•BATT MM-ATION HANGERS AT 32'OL. EAWR SECTIONS FRIEZE BOARD CLARAGE eIEATHNGYWOOD As RfiIWED TOWRAPPED AND OR roT.TTO MATCH , MATCH VINE ADD METAL OW�P HALF CIRCLE WINDOW MN. 7'x4-CLIP EXISTNG EDGE WTN CASING SEE AI'GLE FASGA0. 2 DETAIL ELEVATION FOR DETAILS MODEL No. e'DF.NO.2 COLLAR GUTTERS TO TIES AT •OC. _ MATd EXIST. _____ _ _ LGL 6-BATT INSULATION �:+ + ; i ______++ + + + + STAGGERED VENT SOFFIT.MATERIAL A-3 V2•PLYWOOD EX STING PATERLIL %+ + -__ '�E VENIN N SHEATHING 2-AA•TYPE'C•GYP.BID. UL-RATING U-304 HD FLAeHW. 1 IRTBY YEW ve+r drDWm br eMekad by SIDING TO MATd +- -+ MATd EXKTG DAM/DAD. LMF. EXIerIG 2 x Nr'r'.DTUTe AT*"Or- _:_"+ daic21:1011111.n)2 x 4 TOP 12-08-99 A5 NOTED SILL PLATE WTN COM. TER'ITE SHIELD AND PLATE AF'DeN19 RUIIIbN: ABOL AT 4'-0'OL EE 2 x IS DF.NO.I CEILING JOISTS AT K•Or- 2 r- A-304 2 x•DF NO I CEILNG JOISTS AT K'OL. DOUBLE AT ENDO a OTH CU11eC.0610 AT K•Or- DETAIL LDETAIL 4 DETAIL eW� � ACO01lANYNW sFccvrATIONL R 11 YIIWER TGE WHICneS DF A lNCE1BED FROiEfWIONM- WHEW[M)P ALTEloFrsRATISIB A-3 ARE MASE THE LUZ/tlED soNAL A-3 AM 011�THE on D/M NETTwit Sp TIMI. a 9712.00 C � C� WARD ASSOCIATES, P.C. 00� (March 21, 2001 � y Mwn of Southold �� ".IL uilding Department TVi IN, �.,. w..�. �..�9.. ...:_ Town Hall 53095 Main Road Southold, New York 11971 Attn: Mr. Bruno Semon, Plans Examiner Re: Proposed Addition for Southold Automotive W. A. Project 9712.00 Dear Mr. Semon: After submission of the construction change from metal framing to wood framing as per our correspondence of March 5, 2001, the following field changes were made. We have revised the drawing accordingly and have provide copies herewith for your review. a. The roof framing was changed from 2 x 10 rafters at 16" o.c. to 2 x 8 rafters at 16" o.c. with triple 2 x 8 mid span girder supports supported at each end by triple 2 x 6 wall supports and flanking 2 x 6 king studs. b. A triple casement window was added to the south wall to allow addition light into the inspection bay. C. Galvanized hurricane ties have been added to all ceiling joist/rafter plate connections. Please call if you have any questions or need clarification. ery truly yours, wrence . F eley, R.A. _ Vice Presiden G`��E ED ARcyM. _ LMF:ek 15589 9TH OF N E`0O� Landscape Architects, Architects, Engineers 1500 Lakeland Avenue, Bohemia, N.Y. 11716 • 631-563-4800 • FAX 631-563-4807 e-mail: wardpc@earthlink.net • website: www.wardpc.com •C EXIST ED TOP OF RIDGE TO MATCH PROPOSEXSTNG EXISTING a (7)LAYERS OF STEP FLASNIIS AT *I, o i•BATT INSULATIONTION F NEW DETAIL -JAND ASPHALT ISTING SHINGLEDON RE (3)2 x 86 W/ 4 OF FLASHING ROOF N AREAS (3)]x i aUPPORfS -_ A-3 OF FLA6HlIG AT ENDS NEW ROOF ALIGN WITH EXISTING ROOF.STAGGER SHINGLES AND 2 _ PLYWOOD AT LINE OF NEW AND A-J I/-- EXISTING. (2)LAYERS OF K•THC TYPE'C'GYP.BOARD Q UL.0-900 0 2 x OF.NO.I ALIGN FASCIAS I EXTEND WALL TO ROOF AT K-O AND DOOR ABOVEOPENING HEIGHTS - 7x0 DF.NOJ GELLING WITH EXISTING JOISTS AT 16.Or- :6 (:1)7x10 OF.NO. � FLUID SPACERS Y FEARER WITH VZ 'E DOOR 9D'LABEL HOLLOW AT DOORBAY GAROG RARE E D O FETAL DOOR AND ANG ' EXISTING DOOR BEYOND OPENER TO MATCH O EXISTING WALL TO EXISTING REMAIN EXISTING FOUNDATION LL WAAND FOOTINGS EXISTING FOUNDATION seal: WAIL AND FOOTNGa 1 SECTION 5 SECTION c����EREo yRcyi� A-3 0 2' 4' a' A— QL CSG` M Fff FCS 3 3bQ`�- !FG. SCALE,1/4••1'-0• 7- ��• HOLLOW METAL DOOR FRAME I . QYF.R�i/e.vaw Uq bJWlTABLE STEEL � I BUILDING DEPT.REV. SAN H IM fMN 9 PER WAM ASSICCIATU ANS DOOR `lJx 15589 LNFill BeCIF ArchROCIS. r WtFRAFE qTF OF NEVI 400 ArchNeM,EgYtaNB 1500 LJ kski ldAvvin o Balm. FLY.11716 HK DOOR (514563411M Li 2 45 wast Malin al t LEE FdlL Now Aad:13165 2 LAYERS OF SW THK (315)875IM TYPE C'GYP_BID. ASPHALT WUILE DOOR FRAME DETAIL 7 DOOR TYPE ELEVATIONS prbj�d SB.: OVER 30-FELT OVER Y'EXTERIOR 6 GRADE PLYWOOD SHEATHING, Q2Ax6 Dr.J W4�0•TRIM AL3 SOME _ 1'-o- A-3 D AT II,Or-N01R°F sa'xlo-FASCIA ASPHALT SHINGLE PROPOSED OVER a FELT OVER ADDITION A6RL4LT 6NNGLE 9/4•PLYWOOD GALV.STEEL CLOSUIRE OVER 30'FELT SHEATHING 2 x IO RIDGE BEAM }� OVER i'EXTERIOR RAFTER TYR GRADE PLYWOOD JXO DF.NO.1 JOISTS GALY. T + `A"`' SOUTHOLD GurTERahToT SFEATHIHG / _j AT LL-OL 0 + + AUTOMOTIVE 6'LG.BLOCKS STAGG931S D - - - - 24.OL N.YEA (7)7'x6•NOP PLA CJ)S/6•TYPE-G- ABOVE VENT GYP.BRD.CEILING BOIITlIOLD.FB!�YORK #I[&- SOFFIT VENT (3)2x10 OF.NOJ IV(2)V2 PLYOD FJ�d 1 HOUR i 2 x•D.F.NO.I RAFTERS Q AT 16"04,TO MATCH A, i BHN- BY CORA-VENT PLYWD.FLITCH FILLERS GELLING RATING SDN.TO MATCH i i EX ftAFfER F-ITC64 SUMMED 3/4 HOUR EXISTING OVER 30-FEL REdIUIRM OVH6IMN TO MATCH OVERHANG.TO MATCH ON�i•EXTERIOR GR ASPHALT SHINGLE EXISTING EXISTING PLYIDoo 4•00.STUD OVER w FELT BUILDING i'BATT NaaAraN GARAGE DOOR SONG TO MATCH - HANGERS AT 32'O.C. OVER xr•EXTERIOR OCA WD.BLKG. u�gED N TRACK pUpTNG _ GRADE PLYWOOD AS��TO SECTIONS T ONEAT14HALF MATCH NEW AND FETAL WITH DRIPS MN 2•x6•CLIPWITH CASING SEE N � EDGE 2 DETAIL BLEVA" N FO1` ANS FASCIAS' DETAILS MODEL No. i'DF.NO.2 COLLAR GUTTERS TO TIES AT 7.OP. i____ _ MATCH EXIST. ___ 6-LG.BLOCKS i'BATT N811ATIG1T1 yENr SOFFIT MATCH %+ + + + + + + + EXISTING MATERIAL + + + + + + STAGGERED A—3 I/!-PLYWOOD -- --- -__ 24-Or-N AREA SHEATHING 2-4-TYPE-C•GIT.BID. IND FLASHING ABOVE VENT LL-RATING U-900 SOFFIT VBIf BY CORA-VENT dFS�R dRded SO . MATCH ,+--+ OVERHANG ro DEAD. L11F. 2 x i•YD.STUDS AT 16'OL. + MATCH EXISTING dO1k ; 7 x i' SILL PLATE WITH (2)2 x i TOP 12-m8-99 AS NOTED TER9TE 6HIELD MID PLATE CONT. ABOL Ai 4'-0'OL dTOwtng number: E 7 x 0 Of.NDJ CEILING JOUSTS AT Ii on AI'3 Of 3 c 7:•DF.NO.I GELLING JOISTS AT K•O.C. DOUBLE AT ENDS WITH OUIRIGGENS AT 16.Or- MA 0 I 3 DETAIL 4 DETAILAUNUEU IT B UIIER 1K SIISIC 3 0►A UCOF7m ARE MAW MAW THE WASE SIICII S PROFESSIONAL a A-3 A-3FR MRf 71iU 7EAL.MT[AMU M ref' no.. 9712.00 �` o fog i y `F RECEIVED JUL 161999 WARD ASSOCIATES, P.C. Robert J. Gaffney Suffolk County Executive Department of Health Services Clan B.Bradley,M.D.,MPH Office of Wastewater Management Commissioner 3116 852-2100 PERMIT Health Services Reference 9P-00 2./ s Project Name SOt/ryaL.O AUMM671kE 60". N1 The attached plan, when duly signed by a representative of the department, constitutes a gecrLit to construct a water supply and/or..t sewage disposal or collection system for the property as depicted. The applicant should take rote of any conditions of approval,which may be indicated on the plan or enclosed herein. Construction must conform with applicable standards including"Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other than Single Family Residences." Omissions or lack of detail on the plan do not release the applicant from the responsibility of having the constriction done in conformance with applicable standards. The permit(plan)expires three(3) years after the approval date. Any modification which may affect the proposed sewage disposal or water supply systems requires submission of a revised plan and additional fees (if applicable) for reapproval prior to construction. No inspections will be perforned by the department on expired permits. Permits may be renewed, extended, transferred, or revised in accordance with the procedures ` described in Instructions to Renew, Extend, or Transfer an Existing Permit for Other than Single Family Residences (Form WWII-013). It is the applicant's responsibility to call the department in advance to arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling. These include inspections of the sewage collection and disposal systems. water supply system components and piping, and final grading as shown on the approved plans. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. The department MUSt be notified at least 48 hours in advance to schedule an inspection; and excavation inspections must also be confirmed by calling 852-?!00 prior to 9:30am, the morning of the inspection. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. 16 !Rev. i,1 901 13— I-ell � SOO7"NOLC) ' . C0NDhTIO`iS FOR OSTAININrG FNAL APPROVAL OF CONSTRUCTED PROTECT As a condition of this permit to construct, the folk:vi^•; iterns :rust be completed as a minimum, prior to building occspanc;a and use of the sewage disposal system or water supply facilities. For' ' ftuther information concerning this,refer to Instructions For Obtaining r tori tir.:ticu uepartment Approval Of Constructed Projects For Other Than Single Family Residences(Form WWM-19). ❑ Excavation Inspection by the Office of Wastewater Management prior to installation of any leaching pools to determine acceptability of soils. ( Call 852-2097 to schedule an inspection and confirm by calling 852-2100 prior to 9:30am, the morning of the fnmaction.) ❑ Satisfactory inspection by Office of Wastewater Management of the sewage disposal system (Call 852-2097 to schedule an inspection.) ❑ Satisfactory inspection of the water supply system by: ❑ Office of Wastewater Management(Call 852-2097 to schedule an inspection.) ❑ Office cf Water Resources, Water Quality Unit ( Call 853.2250 for inspection.) r ❑ Satisfactory inspection by the Office of Pollution Control( Call 854-2502 for inspection.) r ❑ Sewage treatment plant ❑ Storage tanks ❑ Other: Fottt;( ts of an As-Built plan ❑"Tap letter" from water district ❑ Certification from the licensed sewage disposal system installer ❑ "S-9 form" from Suffolk County Department of Public Works (SCDPW) ❑ Sewer district approval of sewer lire installation(for other than. SCDPW districts) ❑ Well drillers certificate ❑ Water analysis ❑ Design Professionals Certification of Constructed Works (form WW M-073) for: ❑ Sewer lines and sewage collection system ^ ❑ Retaining walls (approved as part of the sewage disposal system) ❑ Sewage pump station/valve chamber Sub-surface sewage disposal system Sewage treatment plant ❑ Water supply system Abandonment of Preexisting sewage disposal system and/or water supply Other: ❑ Other: WW!I-016 (lttv.3. :3!99) Page.'_ of 2 WARD ASSOCIATES, P.C. LANDSCAPE ARCHITECTS, ARCHITECTS, ENGINEERS 1500 Lakeland Avenue E-MAIL: wardpcCearthlink.net Bohemia, New York 11716 631-563-4800 FAx 631-563-4807 Web: www.wardpc.com r^ July 25, 2000 � Iffyy U Town of Southold _w Building Department i::--E i7 t Town Hall T vj:i OF Sti'l'l"i i0LD 53095 Main Road Southold, New York 11971 Attn: Bruno Simone, Plans Examiner Re: Proposed Addition for Southold Automotive W. A. Project 9712 Dear Mr. Simone: We have revised the drawings (3 sets attached) for the above captioned project in accordance with building review comments received to date. As discussed, we have provided the UL number for the new wall between the existing and new construction, two layers of Type 'C' gypsum board are noted at the ceiling and the door and frame has been changed to B label. If you require any additional information or clarification, please do not hesitate to call. Very truly yours, *eknce . eeley, R.A. Presiden LMF:ek Attachment THE: tE W Y:O.R K B:O A.R,D . 0 F F_I R E :' 1 �111Ss��,.-P ` ' 806$27Q• ;'.:' :.. BUREAU OF ELECTRCCI:TY s 3 j 40,FULTON STREET, NEW YORK, NY 10038 ' ,. �_7 yi.: i. a oaoy. ,' = ur1>120 �•;.+�.;- ::w� cx� r j CTEitT1FIES THAT J3, ete4Aical equ*—nt as described below and bs&vduced by the applicant named on the above application number is in the premises:i) AUi�OM�I'IV� IIiC, MAIN,SHMETI:.SOUIHOLD, NY M,1st FC ❑2iid FL OUT Section Back Lot t ar lkr f IoraAion, Q Bacsemnent $ ,on -WIT X4 F 2601 and found to be in compliance with the Natt+onal:Elec&ical Code { xt _ y .t w FDCTURES RANGES COOKING OECJts OVENS! DISFI MFASHERS: "EXKAt1SFF f .. -. . . .AVG 01HM AW. - KW. ::AMR K.W: Mr:, KW. AMt. KW., AM. -#; 4• ' x I-7th. 5 D 9PERS FURIi/1CGi I E�FORS FVRIBE APPLL& a FEEDERS• SPEGAL MC rt 1ME G10GKs UINT HEXRBS Dim Y_ _ K.Ilk.t q�, -.M! - _t:Af IL►. - AMr_. - MO: A.W.0.. [_A_Mf. AM► AMt - AMr3. 1RA�1Sr. AMrft ..- R.►. � AMT .s W im-F. NO'OR'R3 T SERVIf DiS©ONNECT: S E R -METER NO.a CC Co"- A. t Ailt- - AIM►:.. - lVrtF .�►: 1•2w 1 E 3W 3 17Mn S 14W rNt• q.CC - :- tW.oFNF.t�C�,. a 11NtMfi us.oti wallftAls '',: a�� . VIC r.�it' �_ Com, I1. t 'W3� t l ,fit t �,..._'. , " GENERAL MANAGER n J ; Per -' _'' tl.��-rj _^t, t-.....� ,; °. • .,.' � r : J"...il�lY ... - •: [� ' f Iib•. . fit► ► , ~ium'fo tM oM1co of 1M board,11 . rimy be idantllat3 by thou crMbisNiVE ; - cr PLANNING BOARD MEMBERS �QSUfFo`�CO Town Hall, 53095 State Route 25 BENNETT ORLOWSKI,JR. oro G,y� Chairman P.O. Box 1179 WILLIAM J.CREMERS C4Southold, New York 11971-0959 KENNETH L.EDWARDS % ' Telephone(631) 765-1938 GEORGE RITCHIE LATHAM,JR. Fax(631) 765-3136 N RICHARD CAGGIAO 3 PLANNING BOARD OFFICE TOWN OF SOUTHOLD TO: Michael Verity, Principal Building Inspector FROM: Robert G. Kassner, Site Plan Reviewer RE: Southold Automotive Main Road, Southold SCTM# 1000-61-4-23 DATE: September 13, 2001 An inspection was made of the above business. All elements of the approved site plan have been accomplished. The Planning Board recommends that a Certificate of Occupancy be issued. # } ..: ... ,.,. .: ,. ,. ..,•'.: . - x.78Nk�inw:t!tk.�A�.v.. •s!H4+rr41;:1-:-! , .+.v„ww«.v.. ._....._.. ' � G�•�vrr - r Mist � o ,,�` g y Irk elm- , ►� Awe 10 pw rl ......... •Y _ e —=-fid Cu )L LE lylet;94� LGr.OT/GN/. Sia��rs r� '/ iL.r iS/. �N 998 et GG�.t.�iVrEE . 7ZLV S/E,�,�PE5DL7YiC4oC,'.PBIJg/_Nfs j LD�it/ Naw V Obi Ord %�.�if'T.lT3tD. GENERAL NOTES: CONSTRUCTION NOTES: m °4" • ANCHOR BOLTS AT - • 6'-0" O.C. 16" LONG I. ANDB BUILDING SHALL NEW YORK TO THE N.Y. STATE UNIFORM FIRE PREVENTION ❑ DRILL EXISTING FOUNDATION WALL AND INSTALL 05 DOWELS, @" LONG ( � 4' 6' � WITH HOOKED ENDS, AND BUILDING CODE, NEW YORK STATE ENERGY CONSERVATION I EACH WAY) IZ" OIC. VERTICALLY. NQt/ CONSTRUCTION CODE, THE NATIONAL ELECTRIC CODE AND LOCAL ZONING ORDINANCES. ❑ SAWCUT AND REMOVE TOP OF EXISTING FOUNDATION WALL FLUSH WITH EXPANSION JOINT `� TEMPORARY C.C.A. PLATES Z FLOOR SLAB IN AREA 9HOU.N FOR NEW DOOR OPENING. eLDQ,B@p SEALANT ALL Z. ARCHITECTURAL SERVICES FOR THIS PROJECT ARE LIMITED TO DESIGN AND - TOW O AROUND CONSTRUCTION FOR PERMIT PURPOSES. ALL DISCREPANCIES AND PLACE EXPANSION JOINT SEALANT AROUND NEW SLAB, TYP. ,-� DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ALIGN WITH TOP OF EXISTING i��T r-- - �? ARCHITECT IN WRITING PRIOR TO COMMENCING OR CONTINUANCE OF [4 RUN SLAB THROUGH AT DOOR OPENING. 22'•3' FOUNDATION WALL __ _ __-- _ - CONSTRUCTION. 6" REINF. CONC. _ 8'•5' 0' D'-2" ill „�" 3. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BARRICADES, TRAFFIC SLAB WITH 6x6/6x6WWF. PITCH SLAB CONTROLS AND COVERINGS IN ORDER TO PROTECT THE PUBLIC AND TO DOOR OPENING, FIN. GRADE WORKERS FROM INJURY THROUGHOUT THE CONSTRUCTION PERIOD. ill y CONTRACTOR TO DO ALL PATCHING AS REQUIRED DUE TO NEW CONTRUCTION - - -" _ _ - - - - _ - - - _- _ __ _ _ _ _ __ _ _ __ _ _ X ACTIVITIES AND/OR REMOVAL OF EXISTING MATERIALS, FINISHES SHALL MET - - - - - - - - - - -- - - -- - - - - - --- -'—v _ - FLUSH AND MATCH EXISTING UNLESS NOTED OTHERWISE. - _ ., � , . ;o 4. THE CONTRACTOR SHALL COORDINATE THE LOCATIONS OF SLOTS, SLEEVES, TRENCHES, ETC. REQUIRED BY THE VARIOUS TRADES AND SHALL INSTALL j 6" REINF. APPROVED AS NOTED AND SET ANGNORS, INSERTS, HANGERS, AS REQUIRED FOR THE WORK OF THE I I 3 I ( -J 1 "I W/ 6x6/6x6 W.W.F. �^ (- I - --- Z "6 CONT, REMAl RESPECTIVE TRADES. R'RiTE: B.P. I/ A-I FEE: IhZ) • BY., S. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR CONTROLLED FILL . _ -1802 9 AM TO 4 ' 1._ i_L_ ___ ____-. .-.___-__-____.- __ .___ - - - - n -- I FOLLOWINGNPECTIONS: FOR THE HAVING A MINIMUM SAVE BEARING CAPACITY OF 2 TONS PER SQ FT. ! I 3 4 t _ E ATNT 6. ALL CONCRETE WITH WORK DETAILS PROVIIONS OF ACI STRUC 1,1 "SPECIFICATION S FOR BE IN a rl 6" REINF. CONIC l• I --- — - III nNOTIFY BUILDING DEPA FOUNDATION - TWO REQUIRED STRUCTURAL CONCRETE FOR BUILDINGS", AND ACI 318, "BUILDING CODE - - -- -- ---- -- - - -- - ----- -- - . - - - - _ - - - _ -_-_ - __- _ _ .- .- W/ bxb/6xb W.WF i ' - ETE I FOR POURED CONCR ER MING 2. ROUGH - A d PLUMlING REQUIREMENTS FOR REINFORCED CONCRETE", LATEST EDITIONS, AND WITH THE r - - - - - - -- _ - "� �- - - _ -- - - - - " - - - - - - "- - -- -- _ - - ' 3"x3"x'i4" J 3. INSULATION APPLICABLE LOCAL CODES. - I 6' COMPACTED FILL FLOOR 4. FINAL - CONSTRUCTION MUST ANGLE , ' BE COMPLETE FOR C.O. 1. ALL CONCRETE SHALL BE NORMAL WEIGHT STONE CONCRETE ACHIEVING A ALL CONSTRUCTION SHALL MEET Co I THE REQUIREMENTS OF THE N.Y. Seal: BE SUBMITTED OF 3TO T4 PSI GI AGE 28 DAYS. CONCRETE MIX DESIGNS SHALL 6. m�� 6' STATE CONSTRUCTION a ENERGY .�EReO as BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE THE WORK IS I ' pSTTADES. NOT RESPONSIBLE FOR oy�T BEGUN. 3" VEN - - — — 2X6 CONT. REBS,l231GN OR CONSTRUCTION ERRORS �- a S. REINFORCING BARB 9NALL CONFORM TO ASTM. STANDARD APIS GRADE : I S 60-9I FOR DEFORMED BILLET STEEL. S. WELDED WIRE FABRIC SHALL BE COLD DRAWN WIRE COP77 7 FORMINa TO A.S.TM. STANDARD A-185. MINIMUM SIZE! SHALL BE 66 WIA x WIA UNLESS OTHERWISE NOTED. REINFORCING SHORN ON PLAN IS BOTTOM REINFORCING UNLESS EXPANSICIV OTHERWISE NOTED OR SHOWN. SEE DETAILS FOR PLACEMENT OF SLAB I 'd'-1 JOINT REINFORCEMENT. REINFORCING SHALL BE ACCURATELY INSTALLED TO 11 SEALANT I ° I m DO NOT PROCEED WITH qTe OF NON 4O _ REQUIRED ELEVATION AND SECURELY TIED IN PLACE 50 AS TO PREVENT ji' I " FRAMING UNTIL SURVEY DISPLACEMENT DURING CONCRETING. 7 1 i'; , • I OF FOUNDATION LOCATION HAS BEEN APPROVED. Io - — Fi" REINF. CONC, __-- { W/ 6xb/6xb WWF, 4" W -- - -- I I I I WARD ASSOCIATES I II i s I I I ArOh I 7 I Landtcc'� Ham,, K I � Asch" cm E _ J I nDlnNrs III II a�" I .• , , 2 FOUNDATION WALL SECTION 2 ' Y I 1500 Lakeland Avenue m z l °-I I A— 1 m 6" 2' Bohemia,N.Y. 11716 (616)5644800 I SCALE: 1 1/2" . P-0l 45 Wed Main Sheet ' I 1 I •, 2„�„xir4, , — - - 9 FLOOR I Uttle Fail New Yak 19865 ANGLE I `s I (815)823.4384 1 L _ _ _ _ _ _ _ _ :'( . ":..�,,..`',' Q I 3”x3„x'q„ CONT. FLOOR _ - _ _ _ _---- -__ _ _ ._. - - - _ - - - _ _ - - - - _ _ - _ - _ - __ _ _ ANGLE WITH I"x'14" ANCHOR Project title: - .. STRAPS WELDED AT 12” OBJ. - 4 \� // 6 A\ EXPANSION 3, IJ,. •_. "{. A-1 -0 \ JOINT SEALANT + 6" PROPOSED " ADDITION l VERIFY DIMENSIONS "_p - -- "-- _-- • for WITH DOOR \\MANUFACTURER SOUTHOLD FOUNDATION PLAN __ •4 . 12" O.G• t , '4 12" O.G' EACH WAY AUTOMOTIVE uui Ilii a i- iii i'u iii jili ir_i A- 1 m 2' 4' S' 6" COMPACTED FILL SCALE: I/4" 1'-0" SOUTHOLD, NEW YORK drawing title: NEW WALL 4• 6' 4' SECTION AT SLAB 4"-VERIFY WITH DOOR 5 FOUNDATION 3 MANUFACTURER A_ 1 m ,' 2' 4' PLAN AND HIGH PONT• r�_ -''I MATCH EXISTING 6 � SECTIONS _ -- --� 2"xTY4" CONT. FLOOR SCALE: 1/1" P-O" ANGLE WITH INN/4" ANCHOR 1 Pi VERIFY GRADE STRAPS WELDED AT 12" O.C. r?I�I AT SITE II Ili X-XTX x ' I X-XtX-X X 'X i O C L X p - WALL STRAPS ED AT 12 O.C. _ 3"x3"x ia" CONT.1 FLOOR drawn by: checked �b . �� � I EXISTING ANGLE WITH p ANCHOR D.4.M. L.MF P r _ 1, r TOP OF WALL r - �� ' � dale: scale: :> • 11 • „ - • i =� '-_l 10-30-98 AS NOTECD ' A i I n " 10.1 " VENT r _ •a . 12" o.c EACH w,cr � drawing umber. <— ° 3" or I r - --- I l l t—i ! ! I VIII o III L- NEW DOWELS - ' �. BEE NOTE - _ _ r i `' qq.. -r of ..: N 1 �ii"1ili 11L Iry - 1 -fl l— _ r{ 12" O.G. b" COMPACTED FILLS <] 6 ' COMPACTED FILL 1 EXISTING ❑ � �—1 , RUN SLAB THROUGH , i d -� i � ii � _ i �� .��I-I lb AT DOOR OF'ENIN!a WALL ill -TI�ii �� ili—� =�- ��� jii�: L 'ill ��I„ : ,�L���ill _Ii = i .. " 6" COMPACTED M FOUNDATION FILL SECTION AT WALL HAUNCH SLAB DETAIL 3 4 6 SECTION AT SLAB RAWjHG AHp/OR THE jl STATE LAW PROHIR ANY FROM ALTERRRS o ANYTHING ON THIS D ACCOMPANYING SPECIFlCA7WN. - UNLESS IT A- 1 0 6" I' 2' q- 1 0 6" 1' T IS UNDER THE DIRECTION OF A I,1ERE SUCH _ ENSEO' '- n , u A- 1 0 SCALE: 12" X I'-0" 4 MUST SIGN SCA4 GATEDR� 'fNA}IE ARE E Ill P RUBE FULL EXTL^�T OF�THC' LTE THE; a SCALE. 11/2" = I'-0' SCAL�C. 11/21' 0 DRAWING AHD/OR IN THE; SPEOIFl&A. H. " ;k,'Yi�', ret: no.: 9712.00"` r"r• CsENERAL NOTES: CONSTRUCTION NOTES: s%" 0 ANCHOR BOLTS AT 6'-0' O.C. 16" LONG I. CONSTRUCTION SHALL CONFORM TO THE N.Y. STATE UNIFORM FIRE PREVENTION DRILL EXISTING FOUNDATION WALL AND INSTALL 05 DOWELS, 12" LONG l6" 4" 6° WITH HOOKED ENDS. AND BUILDING CODE, NEW YORK STATE ENERGY CONSERVATION EACH WAY) e 12" O.C. VERTICALLY. CONSTRUCTION CODE, THE NATIONAL ELECTRIC CODE AND LOCAL ZONING ORDINANCES. 2 SAWCUT AND REMOVE TOP OF EXISTING FOUNDATION WALL FLUSH WITH EXPANSION JOINT TEMPORARY C.C.A. PLATES FLOOR SLAB IN AREA SHOILN FOR NEW DOOR OPENING. BEVEL AND PATCH. SEALANT ALL 2. ARCHITECTURAL SERVICES FOR THIS PROJECT ARE LIMITED TO DESIGN AND AROUND _T CONSTRUCTION FOR PERMIT PURPOSES. ALL DISCREPANCIES AND [11 PLACE WALL EXISTING PLACE EXPANSION JOINT SEALANT AROUND NEW SLAB, TYP. `� _ ALIGN WITH TOP DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE kms- --" ARCHITECT IN WRITING PRIOR TO COMMENCING OR CONTINUANCE OF RUN SLAB THROUGH AT DOOR OPENING. 22'-3" CONSTRUCTION. 6" REINF. CONIC. l l 141 0" 11'-Z" 0" SLAB WITH 6x6/6x6 -.3 Ilh W,W B. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BARRICADES, TRAFFIC TO NG. DOOR OPEPITCH SLAB l l CONTROLS AND COVERINGS IN ORDER TO PROTECT THE PUBLIC AND TO NIFIN. GRADE ll WORKERS FROM INJURY THROUGHOUT THE CONSTRUCTION PERIOD. _ CONTRACTOR TO DO ALL PATCHING A5 REQUIRED DUE TO NEW CONTRUCT ION I- - - -- - - - - - - - - - -- - - - - - - - - - - -� - - -- - - - � - -- - - - - . - - - x x:x x , ACTIVITIES AND/OR REMOVAL OF EXISTING MATERIALS. FINISHES SHALL MET - -- - - -- -- - _ - -- - - / a � iii • / FLUSH AND MATCH EXISTING UNLESS NOTED OTHERWISE. " • • �i I - - - - - - - - - - - - - - 4. THE CONTRACTOR SHALL COORDINATE THE LOCATIONS OF SLOTS, SLEEVES, TRENCHES, ETC. REQUIRED BY THE VARIOUS TRADES AND SHALL INSTALL 6 ' REINF. CONC. I 1 3 ' I `, _r i� 1 %r ( %-- - I:- - 2x6 CONT. REBAR = AND SET ANCHORS, INSERTS, HANGERS, A5 REQUIRED FOR THE WORK OF THE W/ Fix6/6x6 W.WF. 1 � ��-- Imo' '� / � L- RESPECTIVE TRADES. m f S. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR CONTROLLED FILL HAVING A MINIMUN SAVE BEARING CAPACITY OF 2 TONS PER SQ. FT. I III "I I 3 m 01- 1 . ,I,; 6. ALL CONCRETE WORK DETAILS AND CONSTRUCTION METHODS SHALL BE IN _ ____. _ __ _ -._ -___ �11 rj 2 ACCORDANCE WITH THE PROVISIONS OF ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS", AMC) AGI 318, "BUILDING CODE - - - - _.. - - - _ _. __ - - - - - _. - - - - - _._ __ 6" REINF. GONC. / I =.1 j - - - - - - - - -- - f 1 ; = 6" COMPACTED FILL REQUIREMENTS FOR REINFORCED CONCRETE", LATEST EDITIONS, AND WITH THE I - W/ 6x6/6x6 W.WF. APPLICABLE LOCAL CODES. o 1. ALL CONCRETE SHALL BE NORMAL WEIGHT STONE CONCRETE ACHIEVING A , 1 Seal: STRENGHT OF 3,000 PSI AT AGE 28 DAYS. CONCRETE MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE THE WORK IS BEGUN. �_ ♦-'= _ _ 2 x6 CONT. REBAR ''� N' �� cl. '' 1>• 8. REINFORCING BARS SHALL CONFORM TO A.5.Tl 1. STANDARD A&I5 GRADE -� d�N m 3�V ^•T � 60-SI FOR DEFORMED BILLET STEEL. '' 1 "• pili 9. WELDED WIRE FABRIC SHALL BE COLD DRAIUN WIRE CONFORMING TO A.S.T.M. f • 'I STANDARD A-185. MINIMUM SIZE SHALL BE 66 WI.4 x W1.4 UNLESS OTHERWISE NOTED. REINFORCING SHOWN ON PLAN IS BOTTOM REINFORCING UNLESS -� 1 ?' ' •%1 r' - ,'� OTHERWISE NOTED OR SHOWN. SEE DETAILS FOR PLACEMENT OF 5LA5 REINFORCEMENT. REINFORCING SHALL BE ACCUPZA7ELY INSTALLED TOrN"w REQUIRED ELEVATION AND SECURELY TIED IN PLACE 50 AS TO PREVENT _ 2 � I�1 : "1 DISPLACEMENT DURING CONCRETING. �.i-I I I - __ I"�'rvfl�y��:i:"�r_:r.b�,., •'. I I I I � '-� A-I I I - BUILDING DEPT. REV. /24/00- ",a.^ ----- I'-1mi l .--- - Di REVISION 12/m6/se A"WfiDASNM --1 -- � , �a I , z I1 II II I 4" : �6" - - - WARD ASSOCIATES 3iix,�aii 1 R�:��� I I I I I Landscape Architects, IN6 NOW NMIDOEMIRME y�T I I I I - FLx3OOR ANGLE I , ' 1 Architects, Engineers '°1-"°" A " 7° . FMFOR TIE 2 FOUNDATION WALL SECTION 1, FOR PIuawN - Two REoulp o 6 I 15M Lakeland Avenue F011 MIMED OONCIIETE A-i g, . . - 93„ L z. ROUGH • FRAMING a rLUM�I G - s A- 1 Bohemia,N.Y. 11716 S. INSULATION " ... . '. . 3" VENT (516)563-48M ♦. FINAL - CONSTRUCTION MU T - _ - -- - SE COMPLETE FOR C.O. " '-0 = I " 45 West Main Street ALL CONSTRUCTION SHALL ME EXPANSION SCALE: 11/211 THE UIREMENTS OF STATE RESPONSIBLE NY.R - ---- - - - - - - _-__ - _- _1_ -� 5 JOINT SEALANT Little Falls, New York 13365= STATE CONSTRUCTION ENE Y - - - - --- - _ - - A-1 FLOOR 3 1 ` ANGLE a (315) 823-4384 DESIGN ON CONSTRUCTION ERRORS � - 'I- - - _ - _ - _ - - - - i_ _ _ _ - -_ - - - -_ __ _ _ - - _ - - - _- _ - - - - - _I - - - y -- 3"x3"xl/a" CONT. FLOOR DO NOT PROCEED WITH �I 6 t as ,+� ( ! ---—- � I 0 ANGLE WITH IFI' " ANCHOR project title: V ftd�� 6fl� - -_-_- - _—- - _-_- - - - - _ - - - _ - - � - - i--� STRAPS WELDED AT 12" O.C. FRAMING UNTIL SURVEY q �{�B \\ i' USE �� UNLAWFUL y 4\I JO NT SEIALANT 0 PROPOSED OF FOUNDATION LOCATION FIRE INSPECTION 4 / 3 Iq' HAS BEEN APPROVED. WITHOUT CERTIFICATE REQUIRED BEFORI A I f � � [ ((� � ADDITION UNDERWRRERSCERiIFlCATE OF OCCUPANCY OPENING 9'-B 2'-6 —� 1 VERIFY DIMENSIONS 1u m it ' III for \ WITH DOOR „7 w REQUIRED O-0, \� ;}VI�IIIIIT°��VhIII Ti&1rIIjIIIII qx S� JIIII •4 sMANUFACTURER 12" O.G. EACH Y � _lrn SOUTNOLD x4 s 12O. AUTOMOTIVEFOUNDATION PLAN IOLD A- 1 0 2' 4' 8' 6" COMPACTED FILL SOUTHOLD, NEW YORK SCALE: 1/4" = 1'-0" drawing title: NEW WALL SECTION AT SLAB 4" 6' 4" 5 FOUNDATION 4"-VERIFY WITHMAN FACTURERDOOR A- 1 0 1' 2' 4' PLAN AND HIGH POINT TO 611SECTIONS h ---'I MATCH EXISTING SCALE: 1/2" = P-O" -- ,=- 2"x2"I CONT. FLOOR ANGLE WITH 1"xli4" ANCHOR FOUNDATION IS VERIFY GRADE STRAPS WELDED AT 12" O.c, COMPLET DDRAWING 1$ 1 �Iil AT SITE - � FOR REFERENCE ONLY II _ x—x—e--x x � l xx—maxx x�—" " 3"x3"xlia" CONT. FLOOR drawn by: checked by: a —x�+—x—� a j e ANGLE WITH I"ED ANCHOR 11 III �- i, ' vEXISTING STRAPS WELDED AT 12" O.C. a D.A.I"I. L.M.F. TOP OF WALL -- WALL date: scale: �L > < i� 1�.y:: 12-m8-99 A8 NOTED I : , - I 1 gBii 1��-114ii 98' 3" VENT • • t r • L • r drawing number: - JL- _ 04 9 12 O.C. EACH WAY n _ _ _ li i_ ih rl'IIIludii;411@ Ill dill Vlhll iT"'4p 44 n d ii f. '-L !'#-11': I�- � ,mss J ( h NEW DOWELS 1 -,I , "ya=;. n�a.i , s -_ 's� rs 'Ise j SEE NOTE ` ,c•C}oc^.,q �7.,r„ �r_1.,,,,�bi��a ,C3 �pt�r,`'T�i;�. �� o 13 o RUN SLAB THROUGH 6' COMPACTED FILL I 1— n, iTlce r -i_i�ti- %-iE� 1-nE-L7-i �=Si i - - x4 q 12” O.C. u = i� ala Iii,ilio uul—uiu=lull (IIII Ih -m III - a 6" COMPACTED 6' COMPACTED FILL AT DOOR OPENING EXISTING FOUNDATION FILL m WALL 3 SECTION AT WALL SECTION AT S !_A B STATE LAW PROHIBITS ANY PERSON FROM ALTERING HAUNCH SLAB DETAIL 6 m IACCOMPANYINGTSPECIFICATION.NUNI LLESS IT NIS UNDER THE DIRECTION OF A LICENSED 0 6 1 2 A- 1 0 1. 2' 4' PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL o, MUST SIGN, SEAL, DATE AND DESCRIBE THE 3 FULL EXTENT OF THE ALTERATION ON THE SCALE: 112" = I'-0" C /2 - -0 DRAWING AND/OR IN THE SPECIFICATION. < SCALE: 1112" = r-0" ref. no.: 9712.00 - - - - - - EXISTING TOP OF RIDGE TO MATCH PROPOSED EXISTING CHIMNEY EXISTING -- 12 (2) LAYERS OF _ - STEP FLASHING AT DORMER 4 811/2 12 3 6" BATT INSULATION INTER- -- - --- --- -- AND SE STING. REPLACE DETAIL A-3 = --- - _ ASPHALT SHINGLES ON 4 _ _ EXISTING ROOF IN AREAS A_3 ...._- -- OF FLASHING - NEW ROOF ALIGN WITH EXISTING ,n ROOF. STAGGER SHINGLES AND 16<17_.161�D -� '���2 �J�'�, a�e9 d/U �'j Jr-)�1= 4tj w ,v'�� �JtCV o��y1 Y'�Y aJ1T�,i`?z ,�r,�'✓,': rn��r/,. .*✓Pn,zr, . r ,".`^.'FR' I h11 SI r PLYWOOD AT LINE OF NEW AND U10 i EXISTING. (2) LAYERS OF 5ie" THK, 11/ TYPE 'G' GYP. BOARD UL- RATING U-425 - -i - 8JI6 METAL RAFTERS ALIGN FASCIASEXTEND WALL TO ROOF - - -- - AT 16" O.C. AND DOOR \ ABOVE OPENING HEIGHTS _ y - ,� ,.N -� ,✓- - 'v^�" `r1/ , 6JI6 METAL CEILING JOISTS AT 16" O.G. WITH EXISTING .n m (3) 3JI6 METAL - - HEADER AT BAs( DOOR OPENING - i GARAGE DOOR, "B" LABEL HOLLOW - BAY EXISTING DOOR BEYOND RAILS AND O - METAL DOOR AND O v OPENER TO MATCH FRAME M - EXISTING WALL TO EXISTING REMAIN EXISTING FOUNDATION ___ ___________________________ seal: WALL AND FOOTINGS EXISTING FOUNDATION WALL AND FOOTINGS 1 SECTION 5 SECTION A- 3 0 2' 4' 3' A-3 SCALE: 1/4" P-0" 2 r 8 HOLLOW METAL DOORFRAME _ ADJUSTABLE STEEL ZIJ BUILDING DEPT. REv. 'I/24/mfd ANCHORS (MIN. 3 PER JAMB' FWARD ASSOCIATES LL loJ DOOR Landscape Architects, 0 Architects, Engineers 2" H.M. FRAME 1500 Lakeland Avenue slm Bohemia,N.Y. 11716 - _ ----- H.M. DOOR (516) 563-4800 45 West Main Street Little Falls, New York 13365 2 LAYERS OF 5/8" THK. TYPE 'C' GYP. BRD. (315) B23-4384 ASPHALT SHINGLE OVER 300 FELT 6 DOOR FRAME DETAIL 7 DOOR TYPE ELEVATIONS project title: OVER 31/4" EXTERIOR GRADE PLYWOOD A- 3 SHEATHING _j 8JI6 METAL RAFTER 5/4"x2" TRIM A- 3 SCALE 3" = V-0" 8JI6 METAL RAFTER --1. AT 16" O.G. ASPHALT SHINGLE PROPOSED ( 5/4"xl0" FAS )1A OVER 15 FELT OVER AT 16" O.G. -� . ADDITION 1� � j I/2" PLYWOOD ASPHALT SHINGLE _� �-� SHEATHING for GALY. STEEL CLOSURE -� 1 '� OVER 30" FELT I 1 - (2) 9JI6 CONT. METAL ENDS ON EACH - -I. _ OVER 3,1/" EXTERIOR (, I BUILT-UP RIDGE RAFTER TYP. _ GRADE PLYWOOD , -� 1 8JI6 METAL RAFTER gNGLE,ET METAL CLl + �i SOUTHOLD f SHEATHING ( 1 AT 16" O.C. + + AUTOMOTIVE GUTTERS TO + P + + MATCH EXIST. + 2"x2" CLIP ANGLE -.I, Y 6" LG. BLOCKS 7 STAGGERED - - - 2"x6" CLIP ANGLE �+ C2J 5/8" TYPE "C" / A SOUTHOLD, NEW YORK 24" O.C. IN AREA -x GYP. BIRD. CEILING 8JI6 METAL RAFTERS ABOVE VENT 1 (3) 9JI6 METAL _ - NOTE I HOUR �— AT 16" O.C. TO MATCH drawing title: SOFFIT VENT CEILING RATING EX. RAFTER PITCH JOIST HEADER - SIDING TO MATCH BY CORA ENT _ SUPPLIE 3/4 HOUR EXISTING OVER 30"FELT REGTIHRE ON 31/4" EXTERIOR GR OVERHANG TO MATCH OVERHANG TO MATCH -" Y ASPHALT SHINGLE PLYWOOD 4" METAL STUD OVER 30" FELT BUILDING EXISTING EXISTING 6' BATT INSULATION GARAGE DOOR SIDING HANGER AT 32' O,G. OVER 314" EXTERIOR SECTIONS FRIEZE BOARD TRACK EXISTING MATCH = X11/2" SHEATHING GRADE PLYWOOD GAL V. STEEL WRAPPED IN SNT. HALF CIRCLE WINDOWS CLOSURE AND METAL WITH DRIP WITH CASING SEE MIN. 2"x6" CLIP ENDS ON EACH EDGE DETAIL ELEVATION FOR ANGLE RAFTER TYP. DETAILS 2 MODEL No. 6" METAL JOIST COL AR GUTTERS TO TIE AT 32" O.C. MATCH EXIST. _ 6" BATT INSULATION VENT SOFFIT. MATCH + + + + 6" LG. BLOCKS EXISTING MATERIAL + + + STAGGERED A- 3 I/2" PLYWOOD 2- 51/," TYPE "C" GYP. BRD. - - - - -, ABOVE VENT SHEATHING - UL- RATING U-425 LIND FLASHING -� ,( /! )I j n� n d 0� I( )( )1, q )' II 11 I. I( )1 )l )' ) d p �( 1f (� I )I "+ .)� - I -- �- ) . )., �� 1� J� l� 1 I ��,, - SOFFIT VENT )( )1 )! )r )I �pU II if h )Ii( �, b A It )i )I h j1/, i( )( )( BY colla-vENT drawn b checked b SIDING TO MATCH - - - -- - - - - - - _- Y' Y' Ex1snNG - + ),+ 11/ - II p )1 )�, h II 11 )1, ,1 b ll �� N L lr +I Il 1( II 11, 11/ h )i 11/ ��1( Ir ); i, 1, '; 11 OVERHANG ro D.A.MJD.A.D. L.M.F. MATCH EXISTING data: SCOIe: 6" METAL STUDS AT 16" O.G. I +I , �+}( ,l( ,q 11 �( 1(, i� �.. 1( _)(, ,.)1 i( 11/ Y( 1( 1( i), ,�, 1l J(. .l) "1l �4, )I �� .)�,)(, 1( �( )� - 12-08-99 AS NOTED -f drawing number: EISTS ATI CEIL O.C. �� �� a 6JI6 METAL CEILING JOISTS - o AT 16" O.C. DOUBLE AT ENDS = d" WITH OUTRIGGERS AT 16" O.G. m m STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE 3 DETAIL 4 ' SCCUNDER YTHE DING OF A U LICENSED DETAIL PROFESSIONAL. WHERE SUCH ALTERATIONS 3 A-3 A-3 ARE MADE THE LICENSED PROFESSIONAL -o MUST SIGN, SEAL, DATE AND DESCRIBE THE Nj FULL EXTENT OF THE ALTERATION ON THE 1 DRAWING AND/OR IN THE SPECIFICATION. a reef. no.: 9712.00 If EXISTING PROPOSED EXISTING TOP OF RIDGE TO MATCH CHIMNEY EXISTING (2) LAYERS OF i STEP FLASHING At 23 DORMER(�� W/Z 1226" BATT INSULATION i INTERSECTION OF NEW AND EXISTING. REPLACE DETAIL ASPHALT SHINGLES ON E EXISTING ROOF IN AREAS A-3 i OF FLASHING --- i NEW ROOF ALIGN WITH EXISTING ROOF. STAGGER SHINGLES AND PLYWOOD AT LINE OF NEW AND EXISTING. A-3 J110i \� (2) LAYERS OF No THK, TYPE 'C' GYP. BOARD i U.L. U-308 2x10DF. NO. 1 ALIGN FASCIAS j EXTEND WALL t0 ROOF - RAFTERS AT 16" O.C. AND DOOR \\ ABOVE 2x8 D.F. NO.1 CEILING OPENING HEIGHTS - - WITH EXISTING JOISTS AT 16" O.G. (3) 2x10 D.F. NO, N HEADER WITH 1/2 BAY PLWD SPACERS " "B" LABEL HOLLOW AT DOOR BAY EXISTING DOOR BEYOND GARAGE DOOR, O METAL DOOR AND OPENING 7 ar RAILS AND FRAME O _r OPENER TO MATCH EXISTING WALL TO EXISTING REMAIN EXISTING FOUNDATION ______________ WALL AND FOOTINGS EXISTING FOUNDATION seal: WALL AND FOOTINGS ,/�-t Oz E D ARCS F 1 SECTION 5 SECTION s ✓ A— 0 2' S A— 3 `S'T j 558 I. O OF iW E:W SCALE: 1/4" a P-011t 211 /QII I/ V HOLLOW METAL DOOR FRAME = ADJUSTABLE STEEL i BUILDING DEPT. REV. x/24/00 ANCHORS (MIN. 3 PER JAMB) WARD ASSOCIATES DOOR - Landscape Architects. ' Architects, Engineers 2" N.M. FRAME 1500 Lakeland Avenue Bohemia, N.Y. 11716 H.M. DOOR (516) 563-4800 ^IN i 45 West Main Street 2 LAYERS OF 5/8" THK Little Falls, New York 13365 •, y•° TYPE 'C' GYP. 5RD. (315) 823-4384 ASPHALT SKINT D 0 0 R FRAME DETAIL 7 DOOR TYPE ELEVATIONS project title: OVER OVER 30* FELT OVER 3%" EXTERIOR GRADE PLYWOOD SHEATHING 2x10 D.F. NO.1 RAFTER 5/4"x2" TRIM A- 3 SCALE 3" = V-0" 2x10 D.F. NO.1 RAFTE AT 16" O.C. „ „ ASPHALT SHINGLE PROPOSED �/� x10 FASCIA AT 1ADDITION 6 O.C. OVER PLYWOOD OVER ,Z610HALT SHINGLE SHEATHING for ' CVER 30" FELT 2 x 12 RIDGE BEAM GALv. STEEL CLOSURE CVER 3/4" EXTERIOR GALV. JOIST CONK + _ CONT. ENDS ON EACH GRADE PLYWOOD 2X10 DF. NO. 1 JOISTS SOUTHOLD RAFTER TYP. 54EATHING AT 16" O.C. AT EA. JOIST TY + + AUTOMOTIVE GUTTERS TO MATCH EXIST. + + i 6" LG. BLOCKS STAGGERED 2"x6" TOP PLA (2) 5/S" TYPE "C" 24" O.C. IN AREA A50VE VENC GYP. BR . CEILING (3) 2x10 D . NO.1 W/ (2) 1/2 PLYtD NOTE. 1 HOUR i i i i i 2 x 10 D.F. NO. 1 RAFTERS AT 16" O.C. TO MATCH drawing title: SOFFIT VENT PLYWD. FLITCH FILLERS CEILING RATING SIDING t0 MATCH i i i i i i SUPPLIED 3/4 HOUR • EX. RAFTER PITCH BY CORA-VENT EXISTING OVER 30 FELT OVERHANG TO MATCH O/ERHANG TO MATCH REQUIRED ON 3/4" EXTERIOR GR ASPHALT SHINGLE EXISTING E.CISTING 6" BATT INSULATION PLYWOOD 4" WD. STUD OVER 300 FELT BUILDING JLJNANGEIRS AT 32 O.C. GRADEOVER 3/4" EXTERIOR CCA WD. BLKG. SECTIONS GARAGE DOOR SING TO MATCHAS RQUIRED TO TRACK EcISTING 1 " MATCH NEW AND AND FRIEZE BOARD �/Z SHEATHING WRAPPED IN SHT. HALF CIRCLE WINDOW WITH CASING SEE MIN. 2x6 CLIP EXISTING ANGLE FASCIAS. EDGE WITH DRIP ELEVATIONFOR DETAILS DETAIL MODEL No. 611 DR NO. 2 COLLAR GUTTERS TO 2 �_____-_-_ TIES AIT 32" O.C. _ _----_-_ _ _ f- MATCH EXIST. 6" BATT INSULATION VENT SOFFIT. MATCH + + i + + + + + + 6" LG. BLOCKS A- 3 1/" PLYWOOD EXISTING MATERIAL ---------- i + + + + STAGGERED 2- 5i8" TYPE 'ICI' GYP. BRD. ABOVE VENT SIEATHING LIND FLASHING UL- RATING U-308 SOFFIT VENT BY CORA-VENT drawn by: checked by: S71NG t0 MATCH -------- -+ - OVERHANG TO p.A.MAD.A.D_ L.M_F_ G MATCH EXISTING 2 x 611 WD. STUDS AT 16" O.C. ,�'�+ date: Scale: (2) 2 x 6 TOP 12-0a-139 ,AS NOTED 2 x 6" CCA SILL PLATE WITH SILL SEAL, TERMITE SHIELD AND PLATE CONT. A.BOLTS AT 4'-0" O.C. drawing number: cn Li L 2 x 8 D.P. NO.1 CE IL ING JOISTS AT 16" O.C. 2 x 5 D.F.. NO. 1 CEILING JOISTS 0l o AT 16" O.G. DOUBLE AT ENDS WITH OUTRIGGERS AT 16" O.G. 0 STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE DETAIL 4 DETAIL ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE OF A LICENSED PROFESSIONAL. DWHEREIOSUCH ALTERATIONS ARE SED SIONAL FULL EXTENT OF THEE THE NALTERATION SON THE A- 3 q- 3 MUST SIGN, SEAL, DATE AND DESCRIBE THE DRAWING AND/OR IN THE SPECIFICATION. Q ref. no.: 9712.00 ;6/0 S3