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HomeMy WebLinkAbout31275-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32015 Date: 11/22/06 THIS CERTIFIES that the building NEW COMMERCIAL BUILDING Location of Property: 32845 MAIN RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 97 Block 5 Lot 4.5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 19, 2005 pursuant to which Building Permit No. 31275-Z dated JULY 13, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is NEW COMMERCIAL BUILDING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5383 DATED MAY 20, 2004. The certificate is issued to STANLEY & CHRISTINE MALON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-02-0011 ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 08/16/0 120326 06/28/06 07/14/06 KEVIN REMPE PLUMB.&HEAT. A horized Signature Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY r NOV 2 b'��5 This application must be filled in by typewriter or ink and submitted to the Building Depart�menYwlth tf efollowing. A. 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 buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. 1`1oY Loi 20o G New Construction: Old or Pre-existing Building: (check one) Location of Property: :32.a+15 i`<) A 1)-4 House No. Street Hamlet Owner or Owners of Property:L�- _If T 1 r1 F_ hal-. L_ ori Suffolk County Tax Map No 1000, Section o9 -7 Block Lot o o!} _ p� Subdivision NOTA Filed Map. Lot: Permit No.I Z7_T _ Date of Permit.,JULr 13,2ca4�pplicant: Y u r g-Ism4Z MAI Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ (fix) 1381 e0--z3ao I s Final Certificate: 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. 31275 Z Date JULY 13, 2005 Permission is hereby granted to: STANLEY & CHRISTINE MALON 264 LINTON AVE LINDENHURST,NY 11757 for : CONSTRUCTION OF A NEW COMMERCIAL BUILDING AS APPLIED FOR PER SCHD ZBA AND PLANNING AS APPLIED FOR at premises located at 32845 MAIN RD CUTCHOGUE County Tax Map No. 473889 Section 097 Block 0005 Lot No. 004.005 pursuant to application dated APRIL 19, 2005 and approved by the Building Inspector to expire on JANUARY 13, 2007. Fee $ 4,902.80 ORIGINAL Rev. 5/8/02 Jul 17 06 03:54p Town Hall, 53085 Main Road P.O.. Box 1179 &wtildc, New YorK A9ii-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No, 31275 LV•llel.. Stanley & Christine Malon 631 234 6903 p.2 Date: 7/14/06 Fax (631) 765-9502 Telcplwne (631) 765-1802 (Please print) �t Plumber: t wt r (Please print) T I Certify that the solder used in the water supply system contains less than Di 0 of 1 % Sworn to hefore me this daycC_— 20 0 L Notary Public; _Sk+-y\ 1L --county (Plum rs Signtitme) am Nftr alb d real . il, LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. 670 MIDDLE COUNTRY ROAD Application No.: 120326 ST. JAMES, NEW YORK 11780 Permit Number: 31275 Block: .Lot: (631) 265-3075 Fax (631) 265-6057 Section Agent: RDM Electric Owner.- Malon Industries Address: 32845 Main Road Rt. 25 Address: 597 Landing Avenue Municipality : Cutchogue NY Smithtown NY 11787 License#: rdm OwnerPhone Agent: 25 Switches: 0 SubFeeds: 0 PoolsAbvBlor. 45 Receptacles: 2 Timers: 0 PoolslnGround: 7 GFCI Devices: 0 Transformers: 0 Pools Filter.. 0 Dimmers: 7 ACEquipmentCentral: 0 Pools Lights: 22 MediumBaseFixtures: 0 ACEquipmentWindow 0 CO Detectors: 104 FluroescentFixtures: 0 MotorsbyHP; 0 Disposal: 10 HID: 150W 0 Generators: 0 Metal Halide Lamps: 0 RangeOvenCookTop: 0 WhirlpoolHotlub: 0 RefrigUnits: 0 DryerElectr c: 0 Microwave: 0 WalkinBox: 7 ExhaustFans: .. 7 WaterHeaterElectric: 30A 0 ExhaustUnit:' 0 CeilingFans . _:. 0 SmokeDetectors: 0 SteamShower: 0 DW: 0 Tracki-ightingStripi 0 BreadWarmers: 0 Laundry: 0 ElectricHeat: - 0 GarbageDisp: 7 HeatingEquipMotors: Gas 0 PumpMotor: 0 CentralVac: 29 ExitSigns 9 Disconnects: 0 ChandelierLifts: 25 EmergencySigns: 0 FutureOutlets: 1 Elevatorl-iftsi 30/20 LOCATION OF WORK: IW Basemen V,FirstFloor C' SecondFloo L-1] Outside i` Addition ❑ Survey IJ New Const. (Comments,. Commercial Office Building A/C 5 - 30A 2 - 40A 2 -Sump Pump Outlets Elevator Feeders and Disconnects Only I Additions Unit 'A" to be Finished by Others Parking Lot Lighting Final 6/28/06 OH iJ UG Amp: 600 Phase: 1 Volts: Conductor 2-350K # Meters: Member l.A.E.I. Electrical Certificate Certificate No. 120326 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. THIS CERTIFIES THAT OU K LO L DISTRICT Certificate Issued on: 6/28/2006 INSPECTOR CONDUCTE AN INS C ON OF THE Issued to Malon Industries VISIBLE PORTION OFT ELEC ICAL;' r INSTALLATION DES.CRI ED HE IN AND IS Address: 32845 Main Road Rt. 25 COMPLIANT WIT HE URRE T NA�ONAL ELECTRICAL C DE. / Cutchogue NY RDM Electric 597 Landing Avenue r IAEI ertified Inspector Smithtown NY 11787 A http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DECISION ` MAY 20, 2004 MEETING Appeal No. 5383 - STANLEY MALON Property Location: 32845 Main Road, Cutchogue; CTM 97-5-4.5. Zone: B -Business. Southold Town Hall 53095 Main Road P.O. Boa 1179 Southold, NY 11971-0959 Tel. (631) 765.1809 Fax (631) 765-9064 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration In this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is Implemented as planned. .PROPERTY FACTS/DESCRIPTION: The applicant's 53,821 sq. ft. parcel has 150 ft. frontage along the Main Road (arida NYS Rt. 25), depth of 362.92 ft. along the west side, 349.58 ft. along the east side, and 154.16 lin. ft. along the rear (northerly) lot line. The property is Improved with an unoccupied single-family, two-story residence and accessory frame structure, shown on the November 7, 2001 survey prepared by Stanley J. Isaksen, Jr. The property is located In the B -General Business Zone District. BASIS OF APPLICATION: The basis of this Appeal is the Building Department's May 20, 2003 Notice of Disapproval, citing Code Sections 100-102 and 100-103C, in its denial of a building permit application concerning new construction for a multiple -use building on a 53,821 sq. ft. lot. The reasons cited in the Building Department's denial, states that the construction is not permitted-beeause,, -(4}-the-bulk-schedule requires aminfmunHotsize -of30;000 square feet per use, and there are up to eight different proposed uses, and in addition, (2) the new construction notes 89 feet of linear footage instead of the code limitation of 60 linear feet. APPLICABLE CODE PROVISIONS: The sections of the Zoning Code, Chapter 100 noted in the Building Department's Notice of Disapproval read as follows: § 100-102. Bulk, area and parking requirements. C. A Drolect shall be divided into sanarafa afnlrfuraa an fhnf nn ainnla eon wM va a6�11 z § 100-103. Front yard setbacks. [Added 8.22-1995 by L.L. No. 18-199519 / APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard R Goehringer Lydia A. Tortora Vincent Orlando James Dinizio, Jr. �a0� http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DECISION ` MAY 20, 2004 MEETING Appeal No. 5383 - STANLEY MALON Property Location: 32845 Main Road, Cutchogue; CTM 97-5-4.5. Zone: B -Business. Southold Town Hall 53095 Main Road P.O. Boa 1179 Southold, NY 11971-0959 Tel. (631) 765.1809 Fax (631) 765-9064 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration In this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is Implemented as planned. .PROPERTY FACTS/DESCRIPTION: The applicant's 53,821 sq. ft. parcel has 150 ft. frontage along the Main Road (arida NYS Rt. 25), depth of 362.92 ft. along the west side, 349.58 ft. along the east side, and 154.16 lin. ft. along the rear (northerly) lot line. The property is Improved with an unoccupied single-family, two-story residence and accessory frame structure, shown on the November 7, 2001 survey prepared by Stanley J. Isaksen, Jr. The property is located In the B -General Business Zone District. BASIS OF APPLICATION: The basis of this Appeal is the Building Department's May 20, 2003 Notice of Disapproval, citing Code Sections 100-102 and 100-103C, in its denial of a building permit application concerning new construction for a multiple -use building on a 53,821 sq. ft. lot. The reasons cited in the Building Department's denial, states that the construction is not permitted-beeause,, -(4}-the-bulk-schedule requires aminfmunHotsize -of30;000 square feet per use, and there are up to eight different proposed uses, and in addition, (2) the new construction notes 89 feet of linear footage instead of the code limitation of 60 linear feet. APPLICABLE CODE PROVISIONS: The sections of the Zoning Code, Chapter 100 noted in the Building Department's Notice of Disapproval read as follows: § 100-102. Bulk, area and parking requirements. C. A Drolect shall be divided into sanarafa afnlrfuraa an fhnf nn ainnla eon wM va a6�11 z § 100-103. Front yard setbacks. [Added 8.22-1995 by L.L. No. 18-199519 / r .. Nge 2 — May 20, 2004 't J �� ZBA No. 5363 — Stanley Melon GTM 97-5.4.5 at Cutchogue FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on September 25, 2003, December 18, 2003, February 26, 2004 and March 18, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal Inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant is desirous of building a new commercial building, and requests a variance to allow two 38' x 106' building areas connected by a second -floor mezzanine. In this respect, the Applicant requests: (1) Variances under Sections 100-102 and 100-103C, based on the Building Departmenrs May 20, 2003 Notice of Disapproval concerning with less than 30,000 sq. ft. per use and with a building frontage greater than 60 linear feet, and (2) Interpretation of Section 100-102, Bulk Schedule, based on the Building Department's May 20, 2003 Notice of Disapproval, to determine that multiple occupancies do not require an additional 30,000 sq. ft. of land area per permitted use in the B -General Business Zone District. The applicant Is proposing a building area with 89 linear feet wide and resulting in multiple commercial uses (common building area on a 53,821 sq. ft. parcel). ADDITIONAL INFORMATIONAMENDED RELiEF: On December 4, 2003, the applicant submitted reasons and clarifying the request for an Interpretation of Section 100-102. The applicant clarified that a determination is requested from the Board, determining that multiple occupancies do not require an additional 30,000 sq. ft. of land area per permitted use in the B -General Business Zone District. The applicant is proposing one commercial structure with up to three different permitted uses with eight tenants/occupancies on this 53,821 sq. ft. parcel, as shown on the 12-11-03 Site Plan prepared by Harold E. Gebhard Architect. SITE PLAN INFORMATION: The 12-11-03 Site Plan prepared by Harold E. Gebhard, Architect, shows a proposed building area 9,496 sq. ft., including 8,616 sq. ft. on the first floor and 880 sq. ft. for the second -floor mezzanine, and lot coverage of 17.6%. The two 38 ft. wide by 116 ft. deep building areas are connected by an 880 sq. ft. upper mezzanine. The number of uses vary, depending on the type and size necessary for each tenancy (retail, office, delicatessen, or other uses as may be authorized by codes.) ALTERNATIVE RELIEF: The Board determines that applicant's request Is not the minimum necessary, and that there is an alternative available to reduce the overall length of the building. The building at each side may be reduced to 32 feet, reducing the amount of relief Page 3 - May 20.2004 J } ) ZBA No. 5383 - Stanley Malon CTM 97-8-4.5 at Cuk hogue by 12 feet from the original 38 ft. as requested, resulting in a total linear footage of 78, reduced from the applicant's request of 89 feet. This reduction provides greater setbacks and greater areas for parking, fire lanes, landscaping and buffer areas. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: Area Variance for Alternate Relief 1. Grant of alternate relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed design and alternate relief reduces the length of the building length, and the reduced size will blend into the neighborhood. The neighborhood consists of other similar businesses of offices and retail areas, and surrounding business zone districts with similar permitted uses. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Without a variance, the necessary floor area to accommodate the prospective tenants and future occupants would not be possible. The floor areas for each use and tenant requires a minimum size and openness required for ADA access. 3. The alternate relief granted is somewhat substantial. The linear footage of the original request for 89 feet would result in 48% over the 60 ft. code limitation. The alternate relief for two 32 -ft. sections, totaling 79Inear feet with the open 14' at the -Center-for-the second -floor mezzanine, amounts to a lesser variance, or 30% of the code limitation of 60 ft. building frontage (width). It is also clear that the front side of the proposed building face is 64 feet in length showing the two 32 ft. wide full wall sections facing the street. 4. The difficulty was self-created when the new construction was planned without conforming to the current Town Code requirements. 5. During the hearings, concerns were raised about flooding due to poor drainage or soil conditions, and traffic. As to flooding and drainage, the applicants are submitting plans to mitigate potential adverse Impacts to mitigate these concerns, which engineering Information and plans will be reviewed during the final site plan process with various agencies. The conditions in this determination will ensure that the applicant shall prepare a final design that will properly contain water and runoff on this site without adverse Impacts to surrounding areas, some of which are criteria listed in the September 5, 2003 letter from James A. Richter, R.A. in the Town's Engineering Department for proper contours of the land, additional drywall containment, sanitary system design requirements, and the like. No evidence has been submitted to suggest that the alternative relief granted herein will create any more traffic in Page 4 - May 20, 2004 ZBA No. 5383 — Stanley Malon -CTM 97.5.4.5 at Cutchogue this existing business district than what the applicant would be able to construct as a matter of right without a variance. 6. Grant of the alternate relief Is the minimum necessary and adequate to enable the applicant to enjoy the benefit of a new building, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Interpretation WHEREAS, Application No. 5383 also includes a written application dated December 4, 2003 for an INTERPRETATION of the Zoning Code, Article X, Section 100-102 "Bulk Area and Parking Schedule" to determine that multiple occupancies do not require an additional 30,000 sq. ft. of land area per permitted use In the B -General Business Zone District; and WHEREAS, after due notice public hearings were held by the Board of Appeals on December 18, 2003, February 26, 2004, and March 18, 2004 in the Assembly Room, Town Hall, 53095 Main Road, Southold, New York to consider the applicant's Appeal of the Building Department's May 20, 2003 Notice of Disapproval; and WHEREAS, at said hearings all those who desired to be heard were heard and their testimony recorded, and WHEREAS, all testimony has been carefully considered; and WHEREAS, Section 100-102 "Bulk Area and Parking Schedule" of the Zoning Code reads as follows: § 100.102. Bulk, area and parking requirements. No building or premises shall be used and no building or part thereof shall be erected or altered in the B District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated Into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full. EN BOARD RESOLUTION: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Tortora, seconded by Chairwoman Oliva, and duly carried, TO INTERPRET and ANSWER the question relative to Section 100-102 regarding whether or not a minimum of 30,000 sq. ft. of land area applies to each use or occupancy, as follows: NO, that Section 100-102 does not require an additional 30,000 sq. ft. of land area Page 5 —.May 20, 2004 ISA No. 5383 — Stanley Malon eTM 97-5-4.5 at Cutchogue 11 per permitted use in the B -General Business Zone District, because Section 100-102 clearly states that "...no building or part thereof shall be erected ...in the B District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules Incorporated Into this chapter by reference, with the same force and effect as N such regulations were set forth herein in full." Since the Bulk Schedule and Parking and Loading Schedules for the General Business 'B' Zone District provide for a minimum requirement of 30,000 sq. ft. of land area, this requirement is Interpreted to apply to each building, rather than to each use or occupancy within building areas that was noted in the Building Department's May 20, 2003 Notice of Disapproval; and BE IT FURTHER RESOLVED, TO DENY the area variance application, as applied for, and to GRANT ALTERNATE RELIEF for two combined 32' linear footages, plus 14 ft. open connection by an upper mezzanine, for an overall linear footage not exceeding 78 feet for the new building construction, SUBJECT TO THE FOLLOWING CONDITIONS: 1. Drywelis and other basins shall be properly designed by an engineer and installed to contain rainwater and other water runoff within the boundary of this site, to minimize any future impact of run-off onto adjacent properties; 2. The minimum side yard setbacks shall be 32 feet on the west side, and 28 feet on east side. 3. There shall be an unobstructed fire access for a minimum 20 fk clearance on the west side and minimum 18 ft. clearance on the east side. 4. Building height shall be limited as requested to one-story plus a single mezzanine centered between the two building sections. 5. Building width shall be limited to 32 feet on each of the two sides and open center 14 feet wide for a center (upper, one-story) mezzanine (resulting In a total maximum length of 78 feet). This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and .Page 6 — May 20.2004 • ZSA No: 5353 — Stanley Malon CTM 975.4.5 at Cutchogue other features as are expressly addressed In this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Tortora, Orlando, and Dinizlo. (Absent was Member Goehringer.)s Resolution was duly adopted (4-0). = 6 (Wtx�. Ruth D. Oliva, Chairwoman 5/21/04 Approved for Filing PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND July 24, 2006 Mr. Stanley Malon Malon Industries, Inc. 264 Linton Avenue Lindenhurst, NY 11757 pF SOUryo� T �y00UNT1,�"� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 II JUL 2 6 Re: Site Plan inspection and satisfaction letter for Malon Industries, Inc. 32845 Main Road, Cutchogue SCTM #: 1000-97-5-4.5 Zoning District: Business (B) District Dear Mr. Malon, At your written request for a Certificate of Occupancy final site inspection, Planning Department staff performed a site visit on July 19, 2006. In reference to the above, the Planning Board held a work session on July 24, 2006 to review two site plans as follows: • Site plan approved on April 12, 2005 prepared and certified by Harold E. Gebhard a Licensed Architect, dated December 11, 2003 and last revised March 16, 2005. Amended site plan approved on April 12, 2005 prepared by Harold E. Gebhard, Architect dated December 11, 2003 and last revised February 15, 2006 and the following Architectural Plans A-1, A-4 & A-5 dated April 18, 2005 and last revised December 9, 2005. Additionally, the Planning Board reviewed and accepts the amended site plan prepared by Harold E. Gebhard, Architect dated December 11, 2003 and last revised July 3, 2006 detailing the location change of the free standing sign. Subject to the final approval of this sign must meet Southold Town Zoning Codes and shall be approved by the Southold Town Building Inspector. This is to inform you that the site plan requirements have been satisfied. This letter does not condone any changes from the approved site plan and approvals from other agencies if required. If you have any questions, please contact the Planning Board Office at (631) 765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully yours, erilyn B. oodhouse Chairperson cc:file, Building Department, Town Engineer 31 X7s .7 - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [FINAL /� ; [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:yu- DATE ( �%3 �� INSPECTOR J 3 1 a -7s z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST j/ ROUGH PLBG. [ ] FOUNDATION 2ND �[ ]INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 7'/° INSPECTOR �o��,OF SOUTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ✓FRAMING /STRAPPING [ ' ] FINAL c [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: J�-�rs r C.,E.�r4 c�>�✓ DATE �(p INSPECTOR 319-75�4 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ROUGH PLBG. [ ] FOUNDATION 2ND ,[ ] INSULATION FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION a� D �, DATE a INSPECTOR 31 P-7 z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �\ez with, wutu� OEM1r[fY� 1 DATE 11_7_05- INSPECTOR- 3 � �L-7--5*- z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE �ACHIMNEY [ ] FIRE SAFETY INSPECTION f REMARKS: � " , �`Q ' A' /t-m-Jpa� . DATE / 0 -3 � o 1NSPECTOR,---�-`� 765.1802 BUI DIN DEP . INS CTION 't J [ XFOUNDATION IST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION T! A) 11.,E DT Poy, K Lr� DATE P / �r �� INSPECTOR! 765.1802 BUILDING DEPT. INSPECTION [[FOUNDATION IST [ /[ ]` OUNDATION 2ND [ [ ] FRAMING [ [ ] FIREPLACE A CHIMNEY [ 2�m Owe . -- Owe ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION �� -t6-- 4.-- DATE Zo INSPECTOR 3 I �LZ.5:-.z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS• � - Q r io ' DATE / �� 4 INSPECTOR' " 3 iz7s2 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE �O INSPECTOR t TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION REMARKS: 14 DATE -�- I' INSPECTOR HAROLD E. GEBHARD 363 NORTH WELLWOOD AVE. LINDENHURST, W 11757 (631) 226,3708 FAX (631) 226-3088 July 24, 2006 Town of Southold — Building Dept. 53095 Main Street P.O. 1179 Southold, NY 11971-0959 RE: Malon Project — SCTM# 1000-97-5-4.5 Dear Mr. Verity: ARCHITECT Pursuant to the above referenced project, please accept this letter of certification that the building is complete and ready for occupation. The building was constructed in accordance with my plans, detail specification and conforms to all state and local codes. If you should have any further questions, please do not hesitate to contact this II HAROLD E. 363 NORTH WELLWOOD AVE. LINDENHURST W 11757 (631) 226-3708 FAX (631) 226-3088 GEBHARD ARCHITECT October 20, 2005 Mr. George Gillen Town of Southold P.O. Box 1179 Southold, NY 11971 RE: Malon Commercial Building — SCTM# 1000-97-5-4.5 Dear Mr. Gillen: Pursuant to your request, please accept this certification: • Reinforcing was installed as per my design drawings for both the foundation and footings. • The footing depth is 12". Photos are included to document this. Lll i OCT 2 12005 Ii i --TCV,: ante, please do not hesitate to contact this �.COMMENTS NEMWAW ----------------------------- FOUNDATION 1) ..�.._/J FRAMING & PLUMBING JAW INSULATIONROUGH STATE ENERGY CODE ►iOM1;9 m'' _ _, w I / LL 'a 0 swum r� A; Guiilo Contracting Corp. CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER Health Department Reference Number: C10-02-0011 Consumer Affairs License #: 204-W Suffolk Tax Map #: Dist: 1000 Sect(s): 97 Blk(s): 5 Lot(s): 4.5 Project Name Or Address: "Malon" Commercial Project Subdivision Name & Lot: Main Road, Cutchogue Applicants Name: CBD Design and Construction Corp. Description of System Installed: Septic Tank: Volume (gallons): 1,200 Shape: () Rectangular (X) Cylindrical Name of Precast Manufacturer: Bistrian Leaching Pools: Number of Pools: 6 Diameter and Depth: S'o x 316" Name of Precast Manufacturer: Bistrian Other: Attach or Sketch below the measurements from building corners to the access covers of disposal system: Please see back of form for drawing I hereby certify that the subsurface sewage disposal system, described herein, has been installed by me in accordance with the approved plans and standards of the Suffolk County Department of Health Services; is operational. Installer Signature- Date: 7 D Mail: P.O. Box 229 • CaNerton, New York 11933 3929 Middle Country Road • Catwerton, New York 11933 • Tel: (631) 727-5702 • Fax: (631) 727-5791 425 County Road 39 • Southampton, New York 11966 • Tel: (631) 283-7251 • Fax: (631) 293-2039 www.guilWcontraWrg.com f s A, ITA 6.L) i LLr je 0 1-01 kH 3/JLC- 6- 4TL Guillo Contracting Corp. CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER Health Department Reference Number: C10-02-0011 Consumer Affairs License #: 204-W Suffolk Tax Map #: Dist: 1000 Sect(s): 97 Blk(s): Project Name Or Address: "halon" Commercial Project Subdivision Name & Lot: 33255 Maim Road, Cutchogue Applicants Name: CBD Design and Construction Corp. Description of System Installed: A) Grease Trap: Diameter and Depth: 8' o x 5' B) Septic Tank: Volume (gallons): 1,200 Shape: () Rectangular ( X ) Cylindrical Name of Precast Manufacturer: Bistrian C) Leaching Pools: Number of Pools: 6 Diameter and Depth: 8'o x 3'6" Name of Precast Manufacturer: Bistrian Other: Lot(s): 4.5 Attach or Sketch below the measurements from building corners to the access covers of disposal system: Please see back of form for drawing I hereby certify that the subsurface sewage disposal system, described herein, has been installed by me in accordance with pproved plans and standards of the Suffolk County Department of Health Services;,wM is peratig"l. Installer Date: �F Mail: P.O. Box 729 • CaNerton, New York 11933 3829 Middle Country Road • CaNerion, New York 11933 • Tel: (631) 727{702 • Fax (631)727 -Mi 425 County Road 39 • Southampton, New York 11966 • Tel: (631) 283-7251 • Fax (631) 283.2039 www.guilbco.t ng.00m r• r� 5 ,GP:' N t //-71 �4 t.� �f SUFFOLK COUNTY WATER AUTHORITY 2045 Route 112 Suite 1 Coram, New York 11727-3085 (631) 698-9500 Fax (631) 698-9851 June 15, 2006 Suffolk County Department of Health 360 Yaphank Ave, Suite 2C Yaphank, NY 11980 To Whom It May Concern: This is to certify that the Suffolk County Water Authority has installed Public Water Service at the following location: 32845 Main Rd, Cutchogue A water meter was installed on May 20, 2003. Very truly yours, Lisa Cetta New Construction Supervisor LC: kb u �1 E10\TapLetter Revised 6/03 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER VILLAGE DIST. SUB. LOT AlO . �' r /�'J2.. r� /f 8 c3 ri l� U LC /1, !/ 2 y� l a� ,(Jf.1' C 1�� q e FARMER O NER N p E �. Gl0 ver-- e ACR. �.r�o , C. fS t{ lE d 'f' !G 2 S aih.p0�' W� W �7p TYPE OF BUILDING RES. 42.1 � SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND j IMP. TOTAL DATE REMARKS "rte Q <GCIl/,7/73 Sa�D fano sa, 5lyd/C J�iciREWiCZ %a D.A'IarL I# /SJJ oo ."J1 J 0 c "-of rw z TMtESN 4% P ' r - L9 - 6 P293- L -7 h1 sS Kg= -v2 (o ��z kiC'o�P- 00 4400 5fr/s4 13—Ve-snor4o MaInra�o— Y., G�- j — s�9 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Acre Value Tillable ��f <--� ++�� FRONTAGE ON WATER la Woodland FRONTAGE ON ROAD \ , Meadowland DEPTH t Y House 41st.._ / s o :,r BULKHEAD Total DOCK W IOM PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair WILLIAM J. CREMERS KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON April 12, 2005 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631765-1938 Fay 631765-3136 Re: Proposed Site Plan for Malon, Stanley (Multiuse Building) Located approximately 83.35' w/o Cox's Lane, on the n/s/o NYS Road 25 (Main Road), also known as 32845 NYS Road 25, in Cutchogue SCTM#1000-97-5-4.5 Zone: B General Business District Dear Mrs. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, April 11, 2005: The final public hearing was closed. This proposed site plan is for a new 18,112 sq. ft. commercial center on a 1.2356 acre parcel in the B Zone located approximately 83.35' w/o Cox's Lane, on the n/s/o NYS Road 25 (Main Road), also known as 32845 NYS Road 25, in Cutchogue. SCTM#1000- 97-5-4.5 WHEREAS, the applicant, Stanley Malon, proposes a new 18,112 sq. ft. commercial center on a 1.2356 acre parcel in the B Zone; and WHEREAS, Stanley Malon, is the owner of the property known as 32845 NYS Road 2r, located on the n/s/o NYS Road 25 approximately 83.35' w/o Cox's Lane, in Cutchogue. SCTM#1000-97-5-4.5; and WHEREAS, the agent, Patricia C. Moore, Esq., proposes a site plan for the applicant and owner; and WHEREAS, on August 30, 2003, a formal site plan application was submitted for approval; and WHEREAS, on May 20,2004, the Southold Town Zoning Board of Appeals granted a variance as described under Appeal Number 5383; and Malon, Stanley (Multiuse Building) — Pape Two — 04/12/05 WHEREAS, on October 25, 2004, the Cutchogue Fire District recommended that no fire well will be needed and the Planning Board has accepted this recommendation; and WHEREAS, on November 9, 2004, the Southold Town Planning Board, acting under the State Environmental Quality Review Act (6 NYCRR), Part 617.6, performed a review of the unlisted action, and as lead agency, made a determination of non -significance and granted a Negative Declaration; and WHEREAS, on December 15, 2004, the Suffolk County Department of Health Services reviewed and approved an application under reference number C-10-02-0011; and WHEREAS, on January 19, 2005, the New York State Department of Transportation reviewed and approved the site plan under the case number 10-4-0635 and the Planning Board has accepted this approval; and WHEREAS, on February 18, 2005, the Southold Town Building Inspector reviewed and certified the site plan for "Commercial Center Retail and Office Space" use; and WHEREAS, on March 3, 2005, the Architectural Review Committee reviewed and approved the architectural drawings and associated site plan materials with conditions; and the Planning Board has accepted this approval; and WHEREAS, on March 22, 2005, the Southold Town Engineering Inspector reviewed and approved the proposed drainage with conditions and the Planning Board has accepted his recommendation; 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, the following six items are incorporated and included in the site plan: All outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. The lighting must meet the Town Code requirements. 2. Prior to installation and manufacturing of signage a scaled detail must be submitted to the Planning Department for review by the Architectural Review Committee and receive Planning Board approval. 3. The agent, applicant and owner must install the traffic crossover to the western property line as shown on the site plan prepared and certified by Harold E. Gebhard a Licensed Architect, dated December 11, 2003 and last revised March 16, 2005. 4. The site plan build out must incorporate all the recommendations as detailed on the letter of the Town Engineer dated March 22, 2005. Malon, Stanley (Multiuse Building) — Page Three — 04/12/05 5. The applicant must obtain a SPDES General Permit (NYR-10H057) for Storm Water Discharges (General Permit Number GP -02-01) from the New York State Department of Environmental Conservation for the construction Activities. 6. All signs shall meet Southold Town Zoning Codes and shall be subject to approval of the Southold Town Building Inspector; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant final approval on the site plan prepared and certified by Harold E. Gebhard a Licensed Architect, dated December 11, 2003 and last revised March 16, 2005 and authorize the Chairperson to endorse the final site plans subject to a one year review from the date of issuance of the building permit. Enclosed is one copy of the approved site plan for your records. Please contact this office if you have any questions regarding the above. Very truly yours, geilyn . Wood ouse Chairperson Enc. cc: Building Department Town Engineering Inspector Southold Town Zoning Board of Appeals TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL% SOUTHC%D, NY 11971 TEL: (63lA765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ 13 ,20 20 Disapproved Expiration , r_^—.. ---- --- BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. a (976 '?—L- HAY 19 20 APPLICA Do you have or need the following, before applying? Board of Health 3 sets of Building Plans Planning Board approval Survey Septic N.Y.S Contact: 7 Mail tn- A9m- Phone: -5-7t." M e OA .ter t' ------------ BUILDING PERMITG INSTRUCTIONS 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY 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, 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 authorize ms ectors on premises and in building for necessary inspections. r„rl --- In , r� of applicant or name, if a corporation) APR I gr 1tjL'J, (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises /v( (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. land on which proposed work will be House Number Street County Tax Map No. 1000 Section 9 7 Block b Subdivision (Name) Hamlet Lot iZ Filed Map No. Lot 2. State existing use and occupancy of premises and intended sed occupan y of proposed construction: a. Existing use and occupancy �c z� �pQ l%Lu ee b. Intended use and occupancy o2 %c 38 -5 `c-? `y' 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front + Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO 13. Will lot be re -graded? YES_ NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property, lines. C } 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) S: COUNTY OF being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the , 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 day of 20_Q� otary Public Signature JOYCE M. WILKINS Notery Public, State of New York No. 4952246, Suffolk Countv Term Expires June 12, 03 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: //3 /05 APPLICANT: (1191) DATE SUBMITTED: /05 SCTM# DISTRICT: 1,000, SECTION: , BLOCK: S, LOT: A6 SUBDIVISION: iyZA- ADDRESS: Lq%4 j (Yh',_n Ccs. CITY: r m^•Mrw_ZONING DISTRICT: 8 CONFORMING? q!S BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N - BP BP -Z / C/0 Z- , INFO _-Z / C/0 Z- , INFO_ -Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED go NOTES: ,c;/a LOTS 40,000SF -100-24. Lot recognition.(CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger.(A nonconforming at any time after 7/1/8. REQ. LOT SIZE:Ll ACT. LOT SIZE: A k-91 REQ. LOT COV. ACT. LOT COV. REQ. FRONT Sao PROP. FRONT ✓ REQ SIDE ACT. SIDE_ REQ. REAR 35 PROP. REAR �/ REQ. HEIGHT / PROP PROJECT DESCRIPTION: AlE r&:j6& &&i>ZIr��A� � �� ESTIMATED PROJECT COST: CT/ENGINEER: 910MICT WATERFRONT? 440 DESCRIPTION: BULKHEAD? A ! DISTANCE?_ HEIGHT,/ PANEL # FLOOD ZONE: APPROVALS REOUIRED SUFFOLK COUNTY HEALTH DEPT�YE r NO, (BED #): d DTE: l fy—1 PERMIT #: ey-a.2 -aril .TOWN SEPTIC RECEIPT: Y or N SEPTIC CERTIFICATION: Y o1n tj;iao - NEW YORK STATE + : PRE -DEC 9/1/75 YES oidD DTE: /_/ PERMIT SOUTHOLD TOWN TRUSTEES: YES ordD DTE PERMIT #: TOWN ZONING BOARD APPROV or NO DTE: ! /� /PERMIT #:.53S/; TOWN PLAN. BOARD APPROVALA:� or NO i DTE: / !s /_ PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES or NO NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: �K WGFDs 5'c57r,"c "0E-Ce1R'i ' FEE STRUCTURE: FOUNDATION: V- SF FIRST FLOOR:`� ��' SF SECOND FLOOR: ?Ed SF OTHER: SF INIT OTHER TOTAL TOTAL: / L • SF FEE FEE &SF)- /, de -)O SF)= %J 6 C SF X $ Z. ( SF)- (SF)= SFX $ =$ +$ 3.( SF)- (SF)= SFX $ =$ +$ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M -H Decay: S -M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N GIRDERS: Y/N ROOF RAFTERS: Y/N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALLS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) 3 k s i - a :� i►swig 'QUA OV . � s >> , �(���; ,j,,j1., � r .. -. 11 �. - � r 10 ITM 1. yTIC • ' "�:. i UNDERWRITERS CERTIFICATE REQUIRED APPROVED AS NOTED DATE: VIA ,/r B.P. # 'q FEE: BY: pe NOTIFY BUILDING DEPARTMENT AT 765.1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45 -IOC OF THE TOWN CODE. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1 % LEAD. COMPLY WITH ALL CODES OF NF"V YORK STATE & TOWN CODES AS ;EQUIRED AND CONDITIONS OF SOUTHOLD TOWN ZBA SO, -HOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES N.Y.S. DEC FLOOD ZONE � A COMPLY WITH CHAPTER *46* FLOOD DAMAGE PREVENTK)N SOUTHOLD TOWN CODE. TUCTISHALL MIPT L iE EQUIREMENTS OF THE 8894 QF NEW YORKSTATE. OCC _.'D�NCY OR USE lu ;.NLAWFUL )1". CERTIFICATE WITH OF CCJUPANCY DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. PLUMBING ALL rl IMPING WASTE & .,, -S NEED TESTINGi LL-,:�JERING FIRE INSPECTIOri REQUIRED BEFORE OPENING SEPTIC SYSTEM DETAIL '11E ALJ BUILDING EL+14 33 FIN FL. EL+135' z MONUMENT INV +12.( 4"M EH CAST IRON FRAM GAN IRON FRAME AND GovERs- PIPE TO 5 T. _ _ _III— NV. +12.5 = FLOW -DRY STORES- 0.03 G.P.D. -WET STORES- O.IS G.P.D. 3 - 'N 8" x 24" WIDE OPENING -111 IIT �( w 1-1 PITCH DN. i"/FT. NOTE: HIGHEST RECORDED WATER LEVEL - ED OLSEN 5G.H.D. ON 5-10-2002 5 6.54 FROM WELL NO 55-3321 TYPICAL DRYWELL SECTION FRAME ALLOW 3" MIN N 604- B' REINFORL TRAFFIC FOR ApJU5TMENT BEARING SLAB TO LARRY H-20 LOAD WITH AN - OFFSET OPENiMA 24" are I 3° MA%, VARIABLE DIAMETER 6ORRU6ATE'J METAL 4/JOo L5, -]e PAY STRENGTH CONCRETE ALL PLASTIC OR P V O, PIPE ( - � , I TO BE SDR 35 7 ct 1 6ROLND WATER IV F 15TRUGTI TO BE W rI W 1`I W GRADE +13 0 -INV, P115 FRAMES 8 FINSEGT TIGHT -FIN GRADE INV. +11.33 O 8" THICK R.G. TRAFFIC TOP '11E ALJ 5434:..g150 R.P.Z. DEVICE DETAILS L TQ`N'_J_'°` H J_ EXISTING z MONUMENT NTG+ 4"0 PVC, PIPE- PITCH PN. U`511/ FRAM GAN IRON FRAME AND GovERs- 5-0FROM FRONT O PROPERY LINE 5 -DRY STORES- 0.03 G.P.D. -WET STORES- O.IS G.P.D. 3 - 'N 8" x 24" WIDE OPENING -111 IIT �( w 27,526.26 17 G.F/ m TI6FIT m N/F KAELIN �l GONGRETE BAFFLE OF THE STATE OF GROUND WATER MANAGEMENT = GRADE— n� = ' Do sTIL L1ne — 0 —III O - H 6"M C, 0 RTRAFFIG BEARNG ,oaALIL,T, resT SEGTIOIN 903 SEPTI TANK 200 AING — —111—III = 40 ___ __ _ 6GOVOK PRECAST LIQUID DEPTH) 102.27 L.F. TOTAL 10/24�/OI Q 1-111— N\ FL LINE L ^ RAIN N Z -III _ 111 I,g45 S.F. NET STORES x .15 = 2g 1.8 J -I b" THICK RG. 50TTOM SLAB EXISTING ADJACENT BLDG (RETAIL) 5TIN6 MONUMENT METES 6 BOUNDS FROM SURVEY BY STANLEY J. ISAKSEINI, JR. L.S. WATER LEVEL \ O 1\ \ J \ REPUTED LOCATION �— "F SANITARY SYSTEM SIGN WHICH READS. "ONE WAY - DO NOT ENTER 10,_0"M X 6'-0" DRYWELL - TYI SCALE %411=11_011 BRICK '11E ALJ 5434:..g150 R.P.Z. DEVICE DETAILS L TQ`N'_J_'°` H J_ EXISTING z MONUMENT NTG+ NEW SIGN LOGATED FRAM GAN IRON FRAME AND GovERs- 5-0FROM FRONT O PROPERY LINE 5 -DRY STORES- 0.03 G.P.D. -WET STORES- O.IS G.P.D. 3 NAENILUING vuvE aaz p[v1cE� vALVFN WALL �( �N 27,526.26 17 G.F/ m TI6FIT m N/F KAELIN �l NEIN HIGH POINT METES 6 BOUNDS FROM SURVEY BY STANLEY J. ISAKSEINI, JR. L.S. WATER LEVEL \ O 1\ \ J \ REPUTED LOCATION �— "F SANITARY SYSTEM SIGN WHICH READS. "ONE WAY - DO NOT ENTER 10,_0"M X 6'-0" DRYWELL - TYI SCALE %411=11_011 BRICK SUFFOLK COUNTY HEALTH DEPT. GREASE TRAP DETAIL N.T.S. R.P.Z. DEVICE DETAILS L TQ`N'_J_'°` H J_ N.T.S. z 312.Og G.F. TOTAL / 68.42=4.56 L.F. NTG+ -SANITARY SYSTEM DE5161N- FRAM GAN IRON FRAME AND GovERs- 1AHL: CLEARANCE NBGI,T _ O GURE 5 -DRY STORES- 0.03 G.P.D. -WET STORES- O.IS G.P.D. rT WATER N IhISEGT NAENILUING vuvE aaz p[v1cE� vALVFN WALL �( PAVED AREA: 27,526.26 17 G.F/ -NON-MEDICAL OFFICES -0.06 6.P.D TI6FIT = mE �l NEIN HIGH POINT OF THE STATE OF GROUND WATER MANAGEMENT = GRADE— n� = ' Do sTIL L1ne — .F. T 4,679.46 G.F. TOTAL / 68.42 G.F./F.T.=68.3gL.F. 65. —III O _70NE ALLOWABLE 600 6.P.D/ACRE 1256A X 600- -742 6 RD ALLOWABLE 6"M C, 0 RTRAFFIG BEARNG ,oaALIL,T, resT SEGTIOIN 903 — —111—III PROPOSED BLDG - SHOPPII I6 GENTLER 1N0 TENANTS AS OF THIS TIME 40 ___ __ _ 6GOVOK PRECAST z'maEacp F CKs _ £ Y 102.27 L.F. TOTAL 10/24�/OI _ _ I-111 1 11 1111 DESIGN ASSUMED g: 4,060 S.E. DRY STORES x .03 121.8 N\ FL LINE L ^ RAIN N Z 9. THERE 15 NO SURFACE WATER WITHIN 200 FEET OF THE _ 111 I,g45 S.F. NET STORES x .15 = 2g 1.8 TO ow 5 AN AIT RY 4 ocLAs IPE HALL CLEARANCE S'REEIY EXISTING ADJACENT BLDG (RETAIL) 2,858 S.F. OFFIGE SPAGE x .Ob 171.4 SEWER a PI TGN /' ERa oc PAN 2- 8'-O"M x 10'-O"H _LEAGHIN6 POOLS dII 585 6.P,D. IN NV x+11.12 INV +12.22 O BRACE FooR PLAN ELEVATION V A 15= 390 LE OF 8'-O LEACHING PODLS(390 LF a 25 SF/FT= IS.6 LF) 585 :. v Q SEE SITE FOR LOGATIONS I- EXPANSION POOL lo'-O"DP USE 2- 5'-0"0 X 10'-O"H LEAGHIN6 POOLS = 20 LF N �z•FRON 6'M PRECAST GONG. J SOLID RING wnTER mPLr 8 INSTALL SHUT-OFF VALVE ON INLET PIPE BF --FORE ALL 1 l PLUS I— EXPANSION POOL- 51 I. DEVICE MUST BE PROTEGTED FROM FREEZING DEVICE ON REQUIREMENTS 2. TEST COLDS MUST BE POSITIONED TO FACILITATE TESTING, 0. DEVICE INSTALLATION TO MEET ALL NY 5N D. V —BOTTOM OF POOL 5EPTIG TANK TO BE 2 DAYS FLOW (585 GAL X 2= 1170) - ° 3 INSTALL 6RAVITY DRAIN SIZED AS REQUIRED BY MAXIMUM FLOW 4 COUNTY CERTIFIED TESTER lo. DEVIGE HU57 BE AT ANINUALLY SITE NOTES SITE CRITERIA _ ° a 6" THICK PRECAST 4. DRAINS MUST BE 5GREENED, PROTEGTED FROM FREEZING 4 TESTED LEAST 10 NEED I17O GAL SEPTIC, TANK LEACHING POOLS:° GONG BOTTOM SLAB MINIMUM GREASE TRAP 6'-O" Mx5'-O" OF SUPPORTED AS REQUIRED, BY A NT HD, 5. PROPER MAINTENANGE MUST BE PERFORMED ON DEVIGE II. DRAINAGE TO BE POSITIVE WITH EFFLUENT VISIBLE O 1 ALL SITE WORK SHALL CONFORM( TO THE LATEST TOWN OF SOUTIIOLP PLANNING BOARD sPEUF1rLATIOINs aSTANDARDS EL+3.0 (1) 8'-O" 0 X S' -0"H (4'-O"L.D.) 8'-O" cP L.P. = 25 50.FT./FOOT TO BE USED UP TO 2000 GAL. PER 6. DEVICE M05T BE FROM APPROVED NY5 LI5T 12 ROTATE VALVES IF NECESSARY TO MAINTAINIly INTERIOR NSTALLATIONS 48' HEIGHT N155,120 PLATFORM ELEVATION AT BILILDING +14,0 P0551BLE FUTURE EXISTING CONCRETE CURB GRO55 AGGE55 TU 1211 TOd1 BT T6.1235 2 O GOOD FOR 1200 GALLONS DAY DESIGN FLOW -I INSTALL BALL VALVES OR RESILIENT WED6E VALVES AS REQUIRED, 13. DEVICE MUST BE SUPPORTED MIN. +1.0 aU FOLK GOUNiY SUFFOLK COUNTY HEALTH DEPT. NOTES DRAIINA&E CALCULATIONS TEST HOLE H�AIaTH ��FT. A�FROVA_ DRAINAGE A5 PER TOWN OF RAINFALL -JT EL+ 12.0 GRADE No, GIO-02-0011 1. ALL PRECAST UNITS OF THE SANITARY SYSTEM TO BE AS - 1.0SOU,P VIN6 A RUN OFF FACTORS' BUILDING- I.D, PAVING -1.0, LANDSGAPIN6-.2 MANUFACTURED BY WELLMADE CO., INC. OR APPROVED EGtUAL. BRICK PAVERS -.6 I SAND/LOAM 1 2. THERE WILL BE NO INDUSTRIAL WASTE INTO THI5 SYSTEM DRYWIELL CAPACITY- 10(h DRYWELLS: 68.42 GF/FT, 8'(D DIA(. 42 24 GF/FT 3. THERE WILL BE NO CONTAMINATED WASTES RETURNED TO THE +I 3' LOAM/SAND - O SOIL UNLESS APPROVED BY THE BOARD OF HEALTH. BUILDIING: 5,G07.335,F.X.17 G.F.X1.O= 1,514 G.F. O 4. MAINTAIN GLEARANGES AS SHOWN ON PLAN. 1,514 G.F. TOTAL / 68.42=22.13 L.F. 6 g5' GOAR5E SAND NOTE: 5 ALL PIPING U5ED IN THE 5ANITARY SYSTEM SHALL MEET LANDSGAPIN6 AREA: 14,327.62S.F.X.17 G.F.X.2=487G.F,DRAIN TO PAVIN NIL.+3.0 OR EXCEED COMMERCIAL STANDARDS GLASS 2400 SEWER PIPE. 487 13 G F. TOTAL / 68.42=7.19 L F. WATER/SAND SPRINKLER SYSTEM 6. THERE WILL BE NO PRIVATE WATER SUPPLIES, PAVERS 3058 7L1 5 F X 17 - E X 6-312 Og G F PUBLIC WATER EXISTING ELEV NOT REQUIRED FLOW LINE 7. MAINTAIN T -O" MINIMUM CLEARANCE BETWEEIN WATER LINE NEW ELEVATION —W 312.Og G.F. TOTAL / 68.42=4.56 L.F. NTG+ S 6 GAS LINE GURE 5 AS PER BUILDING CODE AMID ANY UNIT OF THE SAINITAR)' SYSTEM. NTF PAVED AREA: 27,526.26 17 G.F/ 4,678.46 G.F. TEST HOLD BY . OF FRAME NHP NEIN HIGH POINT OF THE STATE OF NEW YORK g, LAYOUT OF UNITS TO SE AS SHOWN OR SIMILAR IN PLAN .F. T 4,679.46 G.F. TOTAL / 68.42 G.F./F.T.=68.3gL.F. 65. MGD4/01 GEOSGIEbICL= SEGTIOIN 903 DEPENDING ON FIELD CONDITIONS. 102.27 L.F. TOTAL 10/24�/OI 9. THERE 15 NO SURFACE WATER WITHIN 200 FEET OF THE USE 20 -10'� DRYWE--LLS X 5.0' DP.= 100 L.F. OF DRAINAGE EXISTING ADJACENT BLDG (RETAIL) PROPERTY LINE, NO WELLS WITHIN 300 FEET OF THE 8,910 sauARE FEET PROPERTY LINE AND NO LEAGHIIN6 POOLS WITHIN 100 FEET SEE SITE FOR LOGATIONS OF THE PROPERTY LINE UNLESS SHOWN ON PLAN. SITE NOTES SITE CRITERIA 10 NTL+I2sEXISTING MONUMENT 1 ALL SITE WORK SHALL CONFORM( TO THE LATEST TOWN OF SOUTIIOLP PLANNING BOARD sPEUF1rLATIOINs aSTANDARDS PROPERTY LOGATED IN GUTGHOGUE N 'EP ES FOR (N) N155,120 PLATFORM ELEVATION AT BILILDING +14,0 P0551BLE FUTURE EXISTING CONCRETE CURB GRO55 AGGE55 TU 1211 TOd1 BT T6.1235 2 THE LOMTRALTOR SHALL NOTIFY THE TOWN ENGINEERNG DIV151ON AT LEAST 24 HOURS BEFORE COMMENCEMENT OF ANY ON 51TE DRSINAGE, CURB OR PAVING WORK. TOWN OF SCUT -(HOLD, SUFFOLK COUNTY NEW YORK A rj- - v-vpLv v I u - FIN.FL EL+13.5 t ry sb m 1964 S.F. � N O FIN FL EL+B 5 Z 1013 5 F, r 2 IE5I0ENGE EXISTING DEMOS I5HED G.LF 10VED �\� lllhl — REPUTED LOCATION OF SANITARY SYSTEM 3 THE LOMTRAOTOR SHALL NOTIFY THE HIGHWAY DEPARTMENT AT LEA5T 24 FIOUR5 BEFORE GOMMENJGEMENT OF ANY OFF SITE CURB, SIDE6IALK, DRAINAGE, CURB LU f, APRON, OR PAVING WORK Lj.G.T.M. NO. I000—DI-7-5-4I .5 1 4 NOPHAL T PAVE ALL AREAS SHOWN 5HADED 4 PITCH TO DRYINALL5 AS INDICATED, ALL PAVING �: TO 60NUORM TO TOWN OF SOUTHOLD 5PE65 PROPERTY AREA— 555,821 S F. (A) 5U36RADE SHALL BE LONSTRUCTEP TO A PrPTN OF 6" E GRADED A5 PER 51TE PLAN In (B) BASE COURSE SHALL BE 4" cRusHED'TONE BLEND (COMPACTED) PROPERTY ZONE- GENERAL EU5INES5 'B' x,11 !tl 11 �1 i" m vl,, h�U"„ ry,l, 4I �rl r' }_ tl ,� „ ,.L it II Ii,, , �;Ii;�P✓,il r'"' det<y i' pYll _' yj H, i lu'y y'i+gV,1I NYEu+12.µi -!yl• q'I II �� (1 f ): O TOP GOJR5E SHALL BE 2" ASPALTIO ✓'NORE-TE OOMPAOTED DE516PIED AS NYS, IZ 441E : I 4 it I ASPHALTIC TYPE 6F, BUILDING AREA= ,AIi,Ipr i' I" .,ICI,. I ellvli4,yr Ir, {III ,fdu`dll 11 OY I•rvIIIF-11'17 +I,YJ I:,r'y,'1, fil`d' 111 ,.,F; 4)i, ,,/1, 1pod.,,, xt yl'h`if, 111yyll III ', w'd '.I iI�,:LIa' IG uryJV'I r,„", iy lylQ 11 ',,y y lhl V .,, ! 'I+I �' IMI, I!dy kry,, ", ^ A aI Lhlfl {?jlllkt i `n., V 1pP ' 'Pilr n�GO� Vit Q 5. ALL GRECOAPED AREAS TO HAVE UNDERGROUND SPRINKLER SY5TEM5 IN RK CHIS ANGC- WITH �N If TOWN SPECS, ALL AREAS PLANTC-D WITH SHRUBS TO HAVE LARGE PINE DARK SNIPS. FIRST FLOOR - v NEw DUMPSTER 8,147 S F AND ENCLOSURE SECOND FLOOR- 6,PITHi60 S.F. THE CONTRACTOR SHALL COMPLY N HE APPROVED DRAWINGS I SPECS, NO DEVIATIONS SEE DETAIL - HILL PERMITTED EXCEPT BY WRITTE APPROVAL OF THE OF BABYLON PLANNING DRAWING SP -2 BOARD. BASEMENT- ,. L ALLELevArlosusysDATUM 6RO55 BUILDING AREA:17,054 S.F b ALL ^I>;II„r cYl' "11 1 y yfllryr' II q ,f4 ,Id I, : 9 ALL UTILITY 5 FOR 51TE ES SHALLL BLINT510N LED' I BE MINIMUM 4OR AFTER UT DAYS O LOT GOVERA66 16/0 '41 Il a' ill - 1 I 11 v T H` 9FIDC-AGROUND PERT AN OF SOUHOLD swnor SPECS PARKING CALCULATIONS 10. ALL BUIIL OR POLE MOUNTED LIGHTING SHALL BE DIRECTED TC ILLUMINATE SUBJECT STAIR I '�'� R Qf }i} ' i Wf PRPROPERTYY t 6 HALL NOT PROJECT UPON AD-DINING,ROApS ORP OPERTIES 5 RETAIL sro E o I '''-EL II,F11 I.,,iylf0 ;FlV'1,v i1 , *r TP PARKING AS PER THE TOWN OF SOUTHOLD GODE- FIN,FLEL+3.LP r' L.! hJI I' U'I •1 D O ,J:E 12 ANY EX115TING CURB, SIDEWALK, OR DRI VWAY APRON DAMAGED P OR TO OR DURING CON- N • v It III I !� y ,9y u” STRUGTIION M TBE REMOVED AMP REPLACED FROM E%PAN510N JOINT TO E%PANSION JOINT 5L-GTDN 100.181 N EP H TO UG IFULL m E- 1936 5.F. M'RPi�N anI 'r ,..,!� I IIyJ Ii t dA ri I,. f C< 13 RAMP5 AT A L MEN CURB GUTS 5HALL BE COFIGRETE REINFORCE. WITH WELDED WIRE FABRIC, USE: RETAIL STORES: ID K> AS PER NY .D O T REQUIREMEIT5 j Pd' 1 I,'', II, Y :� L, I SPAGE PER 200 SO. FT. 411 EEO I, I '� y, I' '� I;I] �I N/F 6LOVER 10w 14 ALL FREON T REINFORCED CONCRETE 5EOTIONS 5HALL BE AS M NUFAGTUI BY NFL -MADE, INC a:42 +1383 N+13.OBJ+ PLyq ,k`' T - . .I ,J }1 1 i - 1 II T�1 Q OR APPROV D EOUAL, PEVELOPIN6 MINIMUM 4000 PO AFTER 2 DAYS 5,9LI6 50 FT, /.200 = — 2g.9PJ SPGS 'BRICK s p}i[I ,Ju 1„t,„ 1 + Pln y9 1` ,t;''N- :,O ' WNE ICE Q: PAVERS%": 1 �f ,41 Ij, ifl lr�,I r,`' J h 11 ?1.,I v wQ I5. ALL STORM ATEA TO BE CONTAINED IN ON-SITE DRYWELLS, 5 GALLULATIDNS. OFF IGE AREA. 7.6Q , 5VF N''rl I V J 16 CONNEO.T A L ROOF LE=ADERS TO DRYWELLS WITH MINIMUM 6" DI PVC 5DR 35 PITCH 115"RY ,I I'I PER SITE P AN. CONNECTIONS BETWEEN LEAGHIN6 BASINS TO - MINIMUM 12' DIA. PVC-5DR I 5PAGE PER 100 50. FT. II 55PITO:NE "/ET MINIMUM, TOP OF SWAGE FI LAWN 5PRI KLER5 TO BE CONTROLLED BY MOISTURE SENSORS. 1,964 SO. FT / 100 IN 6 SPGS 11' 1v11 'd}II Ijfi I�n 'p �C� ELEV.+105 ORES PR o I :7' a, :r ,I,,+ ; "'/' 't T / PROIP RTY INFORMATION OWNER'S OF-FIGE: FINFL,EL+13.5 1 4j 1��{I1 , 1„W I� SPACE PER 100 SQ FT. ry ol6 s.F C5 ' ,{, , I'k II SITE A EA: 53,8218 OG UPANGY ro COMPRESSOR ';1, " III` �.J t ? rid "! } '4k' f,lll ,,:: N s 760 SQ. FT. / 100 7.6 SPGS j AS ER THE BUILDING 016 s.F. 1300 LocATON q& 20' BUILDIIN AREA:- 8,147 p — 159'0 - FT ly, d,,, 11°il 1 GO E OF THE STATE OF N.Y. TOTAL SPAGES RLG'D 57.2 ° v s v• or III' PAVED AREA: -27,526 — 51°0 6R UP TLE (STORES) - TY_ ME GANTI NTLM425 ..f eyl^li'vl,,_I II11 ljy jw� 1" IIi�' I''I V , rl ' d I' - 1,," ' II 1 :- * "xi:I;;7N i ` I, n r{ , LANDS APING:— 8,48N 3490 TOTAL SPAGES PROVIDED 48 „ yqr d r ifI p. 'I'I T,', , G I Mt I} o, n: ri 1 1'R {: '!•E 1 , F T.' i' tl >C,LI 11 P 111h14, r11L„- Iol"'itl^f'IIr",, i i }, t11{, ,1 al�,a;ipirl •r!;yi d,IIi )hr'..UY H'�; 'i91a,F'u (nu111„-. `ldllll',b, UNDEV LOPED: ON O% INCLUDES 3 H/G PARKING SPAGES AND f 11,�11y5ji ' P)I,Ii..11 a ,fl"YII 'FI I y,,I,.IylY1IE1,;i,"I ,t f, i, 1:6,;1 yp �If,;T W OF (GES GROUP 'B' G Iii sr, jld`1r F SIT�'1U1Id 19h i a E:;�ll'?!f.i,?'I'' I I'N�r-,:;rI - 15' x 45' x 14' HI6H LOADING ZONE 11 4, ¢ ht ,q I1„r'�t"1;,.,,.,t�i., 1(r I1'l(,I 'r� ';:•µnD ll�, !„! v ' I �II ITi dN +12 _H'V �111,�, IIIIV,I GI'I*'vll l,i'-',%1'Y'd+I bl 5T RAGE 52 :T,IJGrN'I9 [J dl'I ufl y,I�A6G 13 1 1 tl,'+1 ^IPI('rt1,.1111! ,I 1, I''Ipl i,, :' R.2h 2W1f E,,�;111 1( 11,11 �:1w\0 1 GI*I.,,", j1 NI �;Illj1 I�'S$.�'Ii,IPI;;I 1 e''1I,1,w11OILrglr' 1 N' — TOTAL AREA: 53,82111 10090 G NSTRUGTION GLASS 11T -B ALL PARKIIN6 SPAGES 9'X18' W/ 22' AISLES / \ LAN] /'5 AREA — PLATFORM ELEVATION AT BUILDING +IR.GO SGALE '=20'-O" .I N.T.S. SITE REVISIONS 1-6-05 A5/TOWN 6-24-05 A5/TOWN 5-25-05 A5/T0IAN 418-05 AS/TOGWN 12-06-03 A5/0THMER 06-14-04 AS/T011NN 06-25-04 A5/TOMN 01- 11-04 A5/T0VNN 09-10-04 A5/TOVAN 10- 18-04 AS/TOWIN II -08-04 AS/TONAIN AND STATE 12-13-04 AS/H.D.. UPDATED CURB GUT5 4 INVERTS ELEVA-TIONS 02-15-05 A5/TOVNN 03-16-05 AS/TOVNN EXISTING WAREHOUSE \ `\ PUBLIC WATER >- 1i \ �� REPUTED LOGATION OF SANITARY SYSTEM --F LAND OWNERSTANLEY MALON 2b-1- LINDON AVENUE LINDENHURST, N.Y. 11757 GOMMEROAL PROJECT FOR STANLEY MALON MAIN STATE ROAD (NYS 25, GUTSHOGUE, NY SITE PLAN AND DETAILS LEGEND E+54.0 EXISTING ELEV ) FLOW LINE N+56.0 NEW ELEVATION —W (MATER LINE NTG+ NEW TOP OF 6 GAS LINE GURE 5 SEWER LINE NEG+ NEW BOTTOM OF NTF (NEW TOP GUREB OF FRAME NHP NEIN HIGH POINT E ELEGTRIG SERVIGE Race: 12-11-03 drawn by: DIANA 60MEZ job no 02001-81-08 dwg no' S�— Harold E. 6webhorl oVOE.�e D f Arnhltec,e 1 m i 0 363 (North Wellwood Avenue AIL Lindenhurst, N.Y. 11151 631-226-3108 4219 FAX 226-3088 j HE6ARGH� AOL. COM Race: 12-11-03 drawn by: DIANA 60MEZ job no 02001-81-08 dwg no' S�— CONIC. CURB 4 ON SITE PAVING DETAIL I /z" RADIUS — 2" TOP GOURSE NYS TYPE bF 4" GOMPAGTED BASE STONE OR REGYGLED CONGRETE — 6" STABILIZED SUB6RADE — 1 M VARIES TYPICAL SIDEWALK SECTION 2'—O"+ MEM—m_ —I ROAD 6" 4'-6" NJ IST-' I" R PITCH ON. F r �4 dJ `0 —Q—-X_X— N Oi 6" GONG SIDEWALK l0/10 WWM N.T.S. DUMPSTER ENCLOSURE DETAIL I N.T.S. HANDICAP RAMP DETAIL GLF GATES GATE POST C W/ VINYL SLATS \ 5'-O°H 5EE PLAN 6" PARKING BRICK HALL �� 3'-O"W CL �— 6" GONG SLAB 6A1E NV 6x6WI,4xNl� O m c GRADE CURB b" BRICK ON b" O/c HIGHWAY PAVE B"xlb" CONCRETE FLUSH SMOOTH TRANSITION — `' NOTE BRICK MATCH SUILDIN6 IN SIZIZ E, LOLOR, ETC GO—ORDINATESIDEWALK GONG. CURB(TYP) WITH NEI6HBOIRING WALKS II AND N Y 5 D.O.T. NOTE. WORK THI5 DRAWING o Z WITH NYDOT-1 —I --EXISTING MONUMENT STRUGTU I:. — TO BE MOVED EXISTING UTILITY POI E i tt p 11(�l I CC'1 NEW 16' WIDE CURB GUT hN11 r VIII, �fp",all,;l EXISTING GURB GUT Z 4k TO BE GLO5ED EXISTINGEARTH DRIl TO BE REMOVED _tt O � L� W EXISTING GURB GUT W TO BE DEN ED I- ALJ N.T.S. LANDSCAPE SCHEDULE 54304'G'50'E TAXUS GUSPIDATA # EXISTING \ BOTANICAL NAME MONUMENT REMARKS 6 1 NEW SIGN LOCATED FLOWERING CHERRY 5—O' FROM FRONT 2i2"-3" GAL PROPERY LINE 11 — 5EE DETAIL 2 DRAWING 5P-2 B" OF SHREDDED BARK MULCH �m I. ALL PLANT MATERIAL TO BE NATIVE 6ROE\IN, BALLED AND 3 2 CHESTNUT (Yj N/F KAELIN 2/2"-3" GAL '-2 HI61 B SIGN WHICH READ5. "ONE WAY — DO NOT ENTER [_ ASPHALT PAVING PUBLIC: WATER EXISTING ADJACENT BLDG. (RETAIL) 45,1110 SQUARE FEET O N PLATFORM ELEVATION AT BUILDING +14.0 — 191 �Illplwl= 1:12* 5'-0" MIN. 1 124 SIDE FLARE I RAMP I SIDE FLARE GURB I HIGHWAY PAVEMENT SURFACE POSSIBLE FUTURE EXISTING MONUMENT EXISTING GONGRETE CURB GROSS AGGE55� 12 i �J 1 lar x NI -{I 6 0 1 I I a 1 N 1f1 '.1': "Il yll III 41 ill'.rlr it ,e 'i 112y1{- a f ji r1 d 11 it II. STAIR .O' F _ TAIEOPOSED OFFICESRIN.FLEL+1FLEL+ N © I IX'aII"'+'1 I1 Ir11'I9'IhI�?a'aj1iq4iljkl'ill II lIN'Jf' A� 1�a j+ It° yk II'Irh,Il' pir1' hIalll'ri� II1N4 h+` JIA�I IM1 1+ us Is , ,� m 1964 5F. m __ r1yI j Pl' 1:' � ! Ili !,, G365F L« ISI ( 'll 1 n, ,�I I 141 Jil`a4 �C ' 1p I 'I rN"J '1,u 14 ,}��II,;s1 Irl ail'IVlli rll l�^ I,'1 1 1' _J, h�,�''L"''w pII Irilllr,.e dlr!Vilol atI r f" II 1 I .i _� .BRICK — I I p"1''ra q' I1 V71GI, IIIGJ , nrI {if rl m t .,��I 4 I 1 Ill BRIG PAVERS BR16 lf2CJ* S.F: 1- I>i 111 I 11,1.{I a Q o I IIJ I � ,Ii-, I M1 I1�1I a Il,ill rl � �,I sI I, qI , ' ��— P �"rd I,'� TM1`+ Irbil 11 flil I I FIIC6 �I1 1^ ills I� �q N PROPOSED TAI 5TOIRE5 PR I, Tri 1 t ,1' II!r Iv j11G ITV , r (I I r I 11 q 4EI II I J rj+ FIRFL.EL+13,5 i II ,1 r III I tlGl l lik llrV s,Jj33�11ii1'l I hill iy+ I i 'i p FINLFLEL+135 1YT II' Xm v J {111 11' s s)� J?r1y7}'I U 01 fil 101 O GOMPRE550R S.F fM jl �lry II Il �{f�dd, ile ji'1LI+ 1111 dIIG�'Yry?Ititl tlP p -;y 1 ^IIIIi 1l 1�y. 1015 S.F. 1016 5E 1300' LOCATION Irr I 11'iiiil �A�f r}Id al 7 9t oaf II11�Ii/I!i I IC}'ri7 �j tJ.% -TYPIGA i I V - UI I I1 { 1 I�ht4� JI I, 6 111 I I, it dj°I'!�171 j III 1 ^ITtip'I III' iLiyH,,}:1 A)1!IVM14 r all' 11Vn1'r p'"u Ir,� il,e 11 1`Y,Il" b "rti I,kil l '.i,Q„r.', - P': -II LIe°i II 'Tri 11. rA `6 111 M1�I"I�IJIf UrT+^:L i4V1 -j9YJ jl I 61i1'iI II a .II . pwv-i 2yl sa r4l ;a, 16111 n7111 r. 1'�i3 �'I} dh h:,, pan H, I ,Til rpr,1 �j4�G'. riIII Pr 1. 1., I n .tl r6 �q,1 1t 11 y� TIN Lr:'vp�'Ill k�.,114:nli irl l'I MV'I,J, ,: 129k11i11 fI,I:4C VI !� , , 1 {., 11?e'er, .�, Jft,'Ia vn I;%Ir, I/1,, .1 „1{+I II � .t �N7r. v, N.r„ -II-',R•al�il ”[ NI'��h=rl�. u l } u6"II 'v „a,-1, F .,•r. ..I ,ai - 11J�,:�IP 1 y,IJ,4S o II �,tNh I .. i4 �'llJ avl� 'F,, t FlP lrl r ll Ih 1..1a L11 I. 11t ,. i J -.J lrtls,t 1p� r ,:r: �,. •,': Ii:, .oglVll�p N�'I,1"nl� dGY1 r"'II U!"A. Ud ^6,17x1 ��Ys �1 �R I 4 �,II TNG 611 I. w ,nA Ge V.N 1b N.,W -CI I,PI a 1 vIU � NP IIT Irvl)'ul nII ,s,�L l�- V, vIn��N.�II IJ ,d1�r 1'I'nrl /r= LANDSG ONE WAY OO NOT ENTER 435 20 SIGN "HIGH READS „1 U 2. APE AREA —X k X—Xk —EXISTING \� EXISTING CHAIN G.L F PLASFORM ELEVATION I—INK FENIGE f AT BUILDING +14.0 �� XISTIN6 TREES 6"$ OR LARGER EXISTING STRUCTURE PUBLIC WATER C_ LANDeSGAPED AREA —7 L NEW DUMPSTER AND ENCLOSURE SEE DETAIL — DRAININ6 5P-2 HORTICULTURAL TREE ARAF� BURLAP TO REMAIN 2"SHREDDED BARK MULCH COMPACTED BACKFILL BACKFILL (HORTICULTURAL SOIL) 3"X6' HARD WOOD STAKE 180" APART PLANT 5AUGER z z iL N.T.S. LANDSCAPE SCHEDULE SPREADING YEWS TAXUS GUSPIDATA # COMMON NAME BOTANICAL NAME SIZE REMARKS 6 1 4 FLOWERING CHERRY PRUNUS SPP 2i2"-3" GAL 11 2 2 AMERICAN LINDEN B" OF SHREDDED BARK MULCH 2/2"-3" GAL I. ALL PLANT MATERIAL TO BE NATIVE 6ROE\IN, BALLED AND 3 2 CHESTNUT AZALEA 2/2"-3" GAL '-2 HI61 B 4 3 KOU5A DOGWOOD CORNUS KOUSA 2i2"-3" GAL GUT d REMOVE TOP 1B OF BURLAP P' - B 4 B ROOT BALL TAMPERED TOP501L MIX 12-18" SP 5 2 SPLIT LEAF RED MAPLE MERTON KENTUGKY BLUE 6-8' HI6H DEEP CONCRETE W/ ANCHOR BOLTS AS PER I 6 33 1 WHITE PINES I/4"=1' -O'! TREE PLANTIN6 DETAIL 7 36 1 AMERICAN ABORVITAE THUJA OGGIDENTALIS NIGRA 5 HI6H SINGLE ROW @4' OIG sQDEw� K 8 58 UPRIGHT YEW TAXUS GUSPIDATA LIGHTING AND 0 NEW DUMPSTER AND ENCLOSURE SEE DETAIL — DRAININ6 5P-2 HORTICULTURAL TREE ARAF� BURLAP TO REMAIN 2"SHREDDED BARK MULCH COMPACTED BACKFILL BACKFILL (HORTICULTURAL SOIL) 3"X6' HARD WOOD STAKE 180" APART PLANT 5AUGER z z iL G 12 SPREADING YEWS TAXUS GUSPIDATA LANDSCAPE NOTES 0-43-12 SHRUB PLANTIN6 DETAIL 10 6 CANADIAN HEMLOCK T5U6A GANADENSI5 PRUNE AS PER NORMAL HORT PRACTICE 3' HIGH 11 O RHODODENDRON RHODODENDRON 5PEGIES B" OF SHREDDED BARK MULCH 2'-3' HIGH I. ALL PLANT MATERIAL TO BE NATIVE 6ROE\IN, BALLED AND 2 22 AZALEA AZALEA FIN. 6RADE °O '-2 HI61 P05T BASE 31-12 13 O BLUE RU6 JUNIPER JUNIPERUS WILTONI GUT d REMOVE TOP 1B OF BURLAP P' - B 4 B ROOT BALL TAMPERED TOP501L MIX 12-18" SP ------'------' SOD MERTON KENTUGKY BLUE SOD DEEP CONCRETE W/ ANCHOR BOLTS AS PER I AS SHOWN DUMPSTER WALL DETAIL I/4"=1' -O'! TREE PLANTIN6 DETAIL 4. GONTRAGTOR TO PROVIDE AND INSTALL /5"X4" STEEL OR 10, 1" 6-24-05 AS/TOWN 5-25-05 AS/TOWN ,I -IB -OS A5/TOWN 0;081-04 a5/TOhN oH- 10-04 AS/TOWN O- 18-04 AS/TOXINGUTG-iOC���, II -08-04 A5/TOWN ASND STATE 02-I5-05, AS/TOWN 63-16-05� A5/TOWN COMMERGIAL PROJEGT FOR STANLEY MALON MAIN STATE ROAD (NYS 25) NY I BLACK PLASTIG EDGING ON PERIMETER OF ALL AREAS I^ M"® CJI . Sebhor 563 North WellWood Avenue Lindenhurst, N.Y, 0-5T 631-226- FAX 226-350805 8 HE6ARGH@AOLGOM 2" % IO' CONORETZ GOPINv LIGHTING AND 0 5EPERATIN6 PLANTIN6 BEDS FROM SODDED AREAS, PINNED LANDSCAPE PLAN EVERY 6' TOP of 51AALE I RUBBER H05E To ELEV. +105 4" BRICK BALK PAM6FP LIGHT FIXTURE ALLOWED UNLESS APPROVED BY THE ARGHITEGT IN WRITING REDUCE 50ARINO m1-12 WITH (10100 W BULB 6, ALL PLANT MATERIAL TO BE GUARANTEED POR DNC- YEAR FROM 2 WYTHE5 BRICK TO MATCH BUILIPINe UOU55TDTORIZONTAL OR APPROVED EQUAL INSTALLATION DATE BY GONTRAGTOR. WIRE GUYING- 12 GAUGE 6ANTI F WROWALL •Ib" O/L VERTILAL GONTRAGTOR TO PROVIDE AND INSTALL WOOD CHIPS PLACED IN PLANTING BEDS AT MIN. 2" DEPTH. a4 RFINF BARS 8 ALL PLANTING AREAS, AND SODDED AREAS TO REGEIVE AN FLAGGING B Ib" O/L sGREEN LIGHTING MEET OR EXGEED REQUIREMENTS AND GENERALLY 6" GONG. SLAB w/6x6 II IO/+Io wwM FIN 6RADE W PRUNE CANOPY EVENLY EXTENDS BEYOND q ANY SUBSTITUTIONS OF PLANT MATERIAL OR OTHER PHASES M UST PROPERT Y LINE REMOVE ANY DAMAGED BRANCHES Ij" EXPANSION JOINT J4 10. LAWN SPRINKLERS TO BE GONTROLLED BY MOISTURE SENSORS. b" LONC FOIMOATION MAL iI 5i -N1 --41 RJ 2-95 BARS CONT Wxlb" LONL, F=IHIIG 516N DETAIL NEW DUMPSTER AND ENCLOSURE SEE DETAIL — DRAININ6 5P-2 HORTICULTURAL TREE ARAF� BURLAP TO REMAIN 2"SHREDDED BARK MULCH COMPACTED BACKFILL BACKFILL (HORTICULTURAL SOIL) 3"X6' HARD WOOD STAKE 180" APART PLANT 5AUGER z z iL dote: 12-I I-03 dro Wn by: DIANA 60MEZ job no: 02001-81-08 dNq no. SP 21 V - Q GAST ALUMINUM F P05T TOP LANDSCAPE NOTES 0-43-12 SHRUB PLANTIN6 DETAIL •. •.I PRUNE AS PER NORMAL HORT PRACTICE ,rll� BASE OF 5TEM 5HOUL0 BE LEVEL TO FINISH 6RADE B" OF SHREDDED BARK MULCH Ijl I. ALL PLANT MATERIAL TO BE NATIVE 6ROE\IN, BALLED AND CREATE BERM MIN b" HEIGHT GA5T ALUMINUM FIN. 6RADE °O BURLAPPED, OR POTTED, NO BARE ROOTS AGGEPTED. P05T BASE 31-12 2 TOPSOIL TO BE INCORPORATED IN ALL SHRUB PITS ALONG GUT d REMOVE TOP 1B OF BURLAP P' - B 4 B ROOT BALL TAMPERED TOP501L MIX ------'------' P COMPACTED SU66RADE O MIN b" OF TAMPED TOPSOIL MIX - m -m- —�— WITH PEAT M055 AND COW MANURE, DEEP CONCRETE W/ ANCHOR BOLTS AS PER B' ALL PLANT MATERIAL 3' OR LARGER STAKED AND GUYED TV•10 wF CLOVER ON-SITE LIGHTING DETAILS SIDE5. g 4. GONTRAGTOR TO PROVIDE AND INSTALL /5"X4" STEEL OR 1" 6-24-05 AS/TOWN 5-25-05 AS/TOWN ,I -IB -OS A5/TOWN 0;081-04 a5/TOhN oH- 10-04 AS/TOWN O- 18-04 AS/TOXINGUTG-iOC���, II -08-04 A5/TOWN ASND STATE 02-I5-05, AS/TOWN 63-16-05� A5/TOWN COMMERGIAL PROJEGT FOR STANLEY MALON MAIN STATE ROAD (NYS 25) NY I BLACK PLASTIG EDGING ON PERIMETER OF ALL AREAS I^ M"® CJI . Sebhor 563 North WellWood Avenue Lindenhurst, N.Y, 0-5T 631-226- FAX 226-350805 8 HE6ARGH@AOLGOM LIGHTING AND 0 5EPERATIN6 PLANTIN6 BEDS FROM SODDED AREAS, PINNED LANDSCAPE PLAN EVERY 6' TOP of 51AALE 5. NO GRADING OR ELEVATION DEVIATIONS FROM PLANS TO BE ELEV. +105 LIGHT FIXTURE ALLOWED UNLESS APPROVED BY THE ARGHITEGT IN WRITING m1-12 WITH (10100 W BULB 6, ALL PLANT MATERIAL TO BE GUARANTEED POR DNC- YEAR FROM OR APPROVED EQUAL INSTALLATION DATE BY GONTRAGTOR. GONTRAGTOR TO PROVIDE AND INSTALL WOOD CHIPS PLACED IN PLANTING BEDS AT MIN. 2" DEPTH. 8 ALL PLANTING AREAS, AND SODDED AREAS TO REGEIVE AN AUTOMATIG UNDERGROUND SPRINKLER SYSTEM. THE SYSTEM TO sGREEN LIGHTING MEET OR EXGEED REQUIREMENTS AND GENERALLY 50 No LIGHT AGGEPTED STANDARDS W EXTENDS BEYOND q ANY SUBSTITUTIONS OF PLANT MATERIAL OR OTHER PHASES M UST PROPERT Y LINE BE APPROVED BY THE ARGFIITC-GT IN WRITING. 10. LAWN SPRINKLERS TO BE GONTROLLED BY MOISTURE SENSORS. dote: 12-I I-03 dro Wn by: DIANA 60MEZ job no: 02001-81-08 dNq no. SP 21 V - Q GAST ALUMINUM F P05T TOP 0-43-12 SHRUB PLANTIN6 DETAIL PRUNE AS PER NORMAL HORT PRACTICE BASE OF 5TEM 5HOUL0 BE LEVEL TO FINISH 6RADE B" OF SHREDDED BARK MULCH CREATE BERM MIN b" HEIGHT GA5T ALUMINUM FIN. 6RADE °O P05T BASE 31-12 TYPICAL LIGHT E POLE FIXTURE - LP -I GUT d REMOVE TOP 1B OF BURLAP P' - B 4 B ROOT BALL TAMPERED TOP501L MIX FOOTING 2'rPx4'—O" P COMPACTED SU66RADE O MIN b" OF TAMPED TOPSOIL MIX - m -m- —�— DEEP CONCRETE W/ ANCHOR BOLTS AS PER WATER THOROUGHLY SUBEOUENT TO INSTALLATION AMERICAN LANTERN T-6-05 A5/TOWN 1" 6-24-05 AS/TOWN 5-25-05 AS/TOWN ,I -IB -OS A5/TOWN 0;081-04 a5/TOhN oH- 10-04 AS/TOWN O- 18-04 AS/TOXINGUTG-iOC���, II -08-04 A5/TOWN ASND STATE 02-I5-05, AS/TOWN 63-16-05� A5/TOWN COMMERGIAL PROJEGT FOR STANLEY MALON MAIN STATE ROAD (NYS 25) NY I tEREO azTe I^ M"® CJI . Sebhor 563 North WellWood Avenue Lindenhurst, N.Y, 0-5T 631-226- FAX 226-350805 8 HE6ARGH@AOLGOM LIGHTING AND R VISIONS LANDSCAPE PLAN dote: 12-I I-03 dro Wn by: DIANA 60MEZ job no: 02001-81-08 dNq no. SP 21 7bO SOFT. TRELLI5 BELOW I 'i FA II■III�II\ NATURAL LIGHT AND VE=NTILATION GALGULATIONS MEZZANINE F= l60 5.F b90 NL. = 60.8 SF REQUIRED 62.36 5F PROVIDED 4% VENT = 30.4 5F REQUIRED 15.2 SF PROVIDED W, B IMFABNE=rdmlmrd1FAII�VinIrQmlw rm TF,MV A I I I/ A I GF -A PROV DE G G A Q PRo�oSED � ONNERIS OF-FIGE Y (7 GOMMERGIAL PROJECT FOR STANLEY MALON MAIN STATE ROAD (NYS 25) CUTGHO6UE, NY SECOND FLOOR PLAN B A 5 MATERAL LESENO EXTERIOR NALL CONSTRUCTION TYP INTERIOR WALLS EMERGENCY LIGHT PACK WITH 90 MINUTE BATTERY BACK-UP -W" FIREOODE 'C' GWB EA 51DE 4" FADE BRICK -3V"x 20 6A METAL STUDS ®16"0/6 6" 14 GA GALV. METAL STUDS -FULL HEIGHT, TIGHT TO ROOF AT 16" O/G -SEE DETAILS CONSTRUCTION ABOVE UL DESIGN % U302 BATTERY BACK UP 2 HR RATED WALL CONSTRUCTION I HR RATED HALL CONSTRUCTION INTERIOR INTERIOR FIBERGLASS SURFACE MOUNTED INSULATION_ EXTERIOR LIGHT G- -3%-20 6A METAL 1,TUD5 ® 16" O/C 20 GA. 3%` METAL STUDS ® 16" O/G -2 LAYERS''@" FIRECODE 'C' OR -1 LAYER /," FIREGODE 'G' %" TYPE -X GYPSUM WALL BOARD EACH SIDE G.W.B. EACH 51DE -SMOKE TIGHT TO CON5T, ABOVE -SMOKE TIGHT TO GONST ABOVE TAPE, SPACKLE, FINISH A5 PER SCHEDULE UL W U425 OR UL 41N UL No U425 OR UL 41N EXHAUST FAN 2 HR RATED WALL GON57RUGTION CONCRETE FOUNDATION WALLS 5ECOND FLOOR 2 LAYERS UNC. T2X GYPSUM BD ON FIRE TREATED ED 2x41 A G 5 ON ''@" THICK EXTERIOR SHEEATHING UL DESIGN No, 0301 ELECTRICAL LEGEND 4' 4- BULB A— -F OR EGUESGENT GROWNLITC- OR EOVAI_ B— 01 SCENT GROWNLITE ORR EOU EQUAL G_ ® RECESSED HIGH HATS -15N HALO OR APPROVED EQUAL D- EL EMERGENCY LIGHT PACK WITH 90 MINUTE BATTERY BACK-UP INTERNALLY ILLUMINATED E— E EXIT LIGHT WITH BATTERY BACK UP SURFACE MOUNTED Y EXTERIOR LIGHT G- 8'-O" L- 2 NON FLOURE5GENT BULB FIXTURE CHAIN SUSPENDED CROWNLI6HT OR EQUAL EXHAUST FAN ELECTRICAL NOTE5 I CONTRACTOR TO PERFORM ALL WORK IN ACCORDANCE WITH NEC LATEST EDITION 05HA AND ALL OTHER CODES AND PROVIDE OWNER WITH CERTIFICATES OF INSPECTION, 2 CONTRACTOR TO BASE BID ON 200 AMP SERVICES TO ALL UNIT5 (8 UNITS TOTAL). 3. PROVIDE GROUND FAULT OUTLETS AS SHOWN AND AS PER CODE. 4 ALL NEW WIRING TO BE COPPER MIN 14 AWG. 5. ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATIN6 AND AIR GONDITIONIN6 SYSTEMS, SEE MECHANICAL NOTES 6, ELECTRICAL CONTRACTOR TO COORDINATE WITH ALL OTHER TRADES. 1. ALL OUTLETS, 5WITGHE5, ETC TO BE MFG BY LUTRON, DE51ONER SERIES, SKYLARK, DEGORA OR APPROVED EQUAL. COLOR TO BE WHITE. 8 CONVENTIONAL OUTLETS TO BE 18" AFF UNLESS NOTED OTHERWISE. 4 AT GOMPLE-TION OF WORK CONTRACTOR TO PROVIDE "A5 BUILT" DRANIN65, THREE (3) SETS OF OPERATING MANUALS WITH ALL EQUIPMENT 10 PROVIDE FIRE AND 5MOKE DETECTION SYSTEM AS PER CODE 11 ELECT CONTRACTOR TO PAY ALL FEES A5 REQUIRED. 12 ALL WORK TO BE FULLY GUARANTEED FOR ONE (U YEAR AFTER ACCEPTANCE BY OWNER 13 CONTRAGTOR TO FURNISH UNIT PRICE FOR ADDITION OR DELETION OF EACH FIXTURE, 5WITGH, OUTLET ETC HOIr®I6 E. C�,eb%O N 363 North Wellwood Avenue Lindenhurst, NY. 11151 651-226-3108 FAX 226-305b HEGARGHg)AOL.GOM 104-15-05115-051 E. Gf cy drown by: DIANA 00MEZ KI O Job no: 02001-81-08 14219 NE`N dINGJ no n P-� FLOWER BOXES INITH SF WATERING SYSTEM SGALE SGALE 316"=1'-O" REVISIONS No. DATE REI-IARKS 5-25-05 AS TOWN 6-24-05 AS TOWN 1-6-05 UPDATE GONfMERGIAL PROJEGT FOR STANLEI' MALON MAIN STATE ROAD (NYS 25) GUTGHOGUE,NY dote o4 -Ib -05 drawn by: DIANA 60MEZ job no: 02001-81-08 FRONT ff REAR ELEVATION dig no: A-4 z O w z Q O LU O ii�r® CsI ��K,Jf I�rC� V E. Gp f Architect P� 0 363 North Wellwood Avenue r Lindenhurst, N.Y VD 11 631-226-310b FAX 226-30bb HE6ARGH©AOLGOM dote o4 -Ib -05 drawn by: DIANA 60MEZ job no: 02001-81-08 FRONT ff REAR ELEVATION dig no: A-4 z O w z Q O LU O FIBERGLASS 5HIN6LES- 2 6r�e 12 e� WHITE VINYL LOUVRE � 5`x24" VISION PANEL -TYPIGAL — — — — — — — — — — — — — — — — — — — — — — 12 8� WHITE VINYL LOUVRE 12 8�— FIN. OFFICE FL F13EROLA55 SHINGLES-- I 6 SGALE 3/6"=1'-O" GOMMERCIAL PROJECT FOR STANLEY MALON MAIN STATE ROAD (NYS 25) GUTGHO&UE, NY date 05 -16 -OS drawn by. DIANA 60MEZ job no. 02001-b I -08 -AR VIEW 6 5EGTIONHE6AR� AOL_GOM dig no. pip E. i� ; o 219 Harold E.�ebhc 363 North WeIIINOOGI Avenue Lindenhurst, N.Y. II -15-1 631-226-3708 FAX 226-3068 date 05 -16 -OS drawn by. DIANA 60MEZ job no. 02001-b I -08 -AR VIEW 6 5EGTIONHE6AR� AOL_GOM dig no. 2x8 FIRE TREATED RR. olb"O/G 2x4 FIRE TREATED G.B. 016"0/G 2x4 FIRE TREATED G.T @16 R-30 INSULJ � \IU\A.T. GEILIN6 R-30 INSULA I- InNNER'S ()EHIrF \ T IL ---- ------ ------ ------------------------ -- FIN. F STAR. ETAL (PLAIN) SCALE 3i6" = 1'-0" 5GALE 5i6"= 1 '-O" ALL ROOF VENTS GHIMNEYS, FLA5HIN6, ETG TO BE %" FIRE CODE 'G' FIRE STOPING/DRAFT STOPINS ROOF COLOR COATED TO MAI"GH AS PER NEW YORK GODE 5EGTION 1164 AND 11643 BEYOND ROOF SHINGLES -TYPICAL ALL GONGEAI-ED SPACES SEE 5EGTION D SHEET l o I Ii R-30 INSUL-i G 2 0 - HUNS A.T. GEILIN6) 4" FACE 6RIGK _ RETAIL STORE RETAIL STORE SBETGOVERS N 3A SAND - 1 z '� W". a �x � — - 2 HR. SPRAY FIRE GOATINS--) - 2 HR, SPRAY FIRE GOATIN6 U L No. D1111 U.L No D111 — sroRAOE '52' P STORAC6E 152' i—CONGRETE AND STEELSTAIR BEYOND STAIR BEYOND 2" REINFORGED CONGRETE — — FOUNDATION WALL — � PERFORATED PVC, P `!. IPE REVISIONS I REMARKS 0 AS TOWN 0 AS TOWN 05 AS TONIN GOMMERGIAL PROJEGT FOR STANLEY MALON MAIN STATE ROAD (NY5 25) GUTGHOGUE, NY SEGT I ONS 5GALE O" date 0416-05 drawn by DIANA 60MEZ job no 02001-81-08 dIig no: —6J 363 North NeIIINood Avenue Lindenhurst, N.Y. 1175-1 631-226-3708 14219 EAX 226-3088 HE6ARGHa AOL.GOM " 5GALE O" date 0416-05 drawn by DIANA 60MEZ job no 02001-81-08 dIig no: —6J 'IBER6LA55 5HINGLES )VER 3011 FELT i° FIRE -TREATED PLYWOOD 4ETAL TRUSSES 116"0 G- 2x6 TOP PLATE FIRE CODE 'G' IRE 5TOPING/DRAFT STOP11 I lo' O/G 6 FYPON IROVI DE AL�UMINUM �/ SUTTERS d 2'-0" VENTED VINYL SOFFIT 1x6 FYPON TRIM VAPOR 1%2" AIR SPACE 12" THICK EXTERIOR GYPSUM BOARD - 6" FIBERGLASS BATT INSULA NON (R-Is1) TI 4" FAGE BRICK WITH GALV BRICK TIES AT Ill BOTH DIRECTIONS WEEP HOLES ®24"0/G - 5" WIDE BRICK5HELF FABRIC FLASHING IDI REINF. BARS AT 24" O/G BEND 2' INTO SLAB d FLOOR 12" REINFORCED CONCRETE FOUNDATION WALL R-30 INSULATION I/2" CONN. HUAAF H15 ING HEDULE SEE AGO WOOD BLOGKING 2 LAYE5 5'B" TYPE 'X' GYPSUM BOARD 2x4 FR WOOD STUDS ® 16"1 2 HR BEARING WALL UL DESIGN NO U502 AS PER 2303.2 BRICK TIES AT 24" O/G BOTH DIRECTIONS T 0 ry 6 4" CONCRETE FLOOR SLAB w/6"x6" #10/10 WWF ON 22 GA INVERTED GALV METAL 2 HR SPRAY FIRE COATING U.L. No. Dllq I 2X1.2 FIRE TREATED RIDGE W12x14 2x41 FIRE TREATED G.B. @I6"0/C ( FIE3ERGLA55 5HINGLES OV''ER 30# FELT %2" PLYWOOD 2x6 FIRE TREATEL7 G.B. olb"O/C 2x8 FIRE TREATED RTZ 916 O/G--" / 1x8 FF'PON FA5r_1A 2 VENTED VINYL SOFFIT HARDIPLANK 305 PELT Q R-13 IN5ULATIONd 5TORA6E 152' 4 o TAR WATERPROOFING W/ iB" PROTECTION BOARD 44 44 45 AT 12" O/G H5 REINF AT 12" O/G 4 VERT, #4 AT 18" O/G HORZ A M" EXPANSION JOINT 4 u5 REINF. BARS AT 24" OX a 4 ' X-x--4X-x-X-x-Xx°-x- d 12'X30" CONCRETE FTG, a 4 dg WITH 2"x4" KEYWAY (4H5 REINF. BARS CONT. • • • 4" GONG. SLAB W/ 6x6 #10/10 WWM OVER 6 MIL PVC 6" m PERFORATED PVC, PIPE VAPOR BARRIER AROUND ENTIRE PERIMETER ,1 I �TGH TO SUMP PUMP \�I SGALE 3/4n-1 -On FLOOR TO I REQUIRED FOR UPLIFT I ACOUSTICAL TILE HUNG GEILING -SEE SCHEDULE CLEAR END LENGTH 2" TYPICAL REFERENCE BOB - FOR NAILING INSTALLATION @ I6" a/c, LSTA24- G50 lbs. UPLIFT R-7 RENOP TAB�54FOR NAILIPIS,P OFFICE Ep Sia" F.T. PLYWOOD --R-30 F/G INISUL (2)2x12 FIRE TRE FIRE TREATED I O/G BRICK BRICK PAVERS 5ET ON 3" SANG rs NOTES, SPEGIPICATIONS 4 DETAILS COMPONENT C CLADDING LOADING DIAGRAM AS PER BUILDING GODS OF THE STATE OF NEW YORK S0gAl (UPDATED Q -i-04) RT30F - G15 Ib5 UPLIFT (12) Ibd NAILS TYPIGAL RT16T TRUSS/ RAFTER TO DOUBLE PLATE IN5TALLATION 9 IWO& NOTE. ALL WOOD TO BE FIRE -RETARDANT -TREATED A5 PER SECTION 23032 - CONNECTORS G WALL 5TUD5 4 (OR EQUIVALENT) I FURNISH ALL LAEOR AND MATERIALS TO INSTALL a= 41_," III ALL CAERE) iYP GAL 5I 2BR COMPLETE ALL FLUMEINO FIXTURES, RPZ'S, AND DECK JOIST TO SILL FL ® ANCHOR BOLT ®23" O/G ALL WOOD BILLS, BLOCKIING, MAILERS, ETC III CONTACT WITH L5TA36- ISOs 1� uauFr � o APPURTENANCES AS INDICATED ON THE PLANS, NATER GAGE STAPLE PROVIDE ALUM HERMITS SHIELD 4 SILL 5EALFR AROUND ENTIRE PERIMETER 3. 1" x 6" SJBFLOOR OR LE55 TO EA60 J015T 3 ALL NAILS, BOLTS, J015T5 HANGERS 4 FRAMING ADMISSIONS TO 4. SOLE PLATE TO X15T OR BLOOKING SUPPLY SYSTEMS, SANITARY PIPINIG AND EQUIPMENT AIND ALL BE HOT -DIPPED GALVANIZED. 2 2 a 3 _ 2 _ _ 2 _ a PSI MIIJ. 5ND5 TO BE MILL HEM FIR P D50 P51, 23 J015T TO 5ANIp JOIST AND DRAIN WORK INDICATED ON THE PLANS AND AS ALL SHEATHING SMALL BE 1/2" DOUGLAS FIR EXTERIOR GRADE PLYWOOD, ROLE PLATE TO JOIST OR BLOCKING 5-3" x 0131"NAIL NAILED ad a 6" OG 2 INTERIOR 4 INTERMEDIATE BLOCKING POINTS AT BRACED WALL PANEL 3" r 0131" NAIL a I6"O.L COVERED WITH 15 LB BUILDING PAPER OR LELOTEX IIIFILTRATIONI BARRIER 24 LEDGER STRIP REHER ' 6 I ALL FLOORS TO BE 3/4" PLYWOOD NAILED WITH Twd 0165T NAILS 6" L w6 ALL WALL CORNERS TO BE MIN 3 51UD5 NAILED 166 - 12' O G. p/� ANCHOR BOLT DETAIL 3-3'x 0131 NAIL 5 v TYPIGAL UPHDB NSTALLATION ALL WORK AND ALL MATERIALS MUST COMPLY 9 M1 li SUBFLOOR, ROOF AND NALL AT CORNER -TO-STUD 10 1 5HEAR WALLS ONLY- WITH THE REQUIREMENTS OF ALL STATE- AND LOCAL CODES FOR OPENINGS 3'-O" TO 5'-O" USE (2)2x5, UNLESS OTHERWISE NOTED IS Ski I . FOR HEADERS OVER 5'-O" LONG USE OPIDLE JACK 5TUD5 (SLAB ON GRADE, ETGj 12. 1 ,y 21 I) IQ ,' 15 PROVIDE 50LID BRIDGING MAX. 5'-O' O L IN ALL FLOOR GOINSTRU6TION. 3 THE PLUMHING CONTRACTOR SHALL PROVIDE AND INISTALL 4®d1O (B) HER WOOD SVREWS j 0 12 FOR CORNERS l 12 L! 12 ROOF FRAMING 15 DESIGNED IN ACCORDANCE w/ THE PROVISIONS OF Gil 3 OPENINGS 6-O" OR II Il Be PANEL SIDING (TO FRANKED THE WATER DI5TRIDUTION SYSTEM FOR HOT AND COLDWATER 16 PARALLAM, MIGROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS i, MANUFAGTURED BY TJ CORP OR APPROVED USUAL. 17 ALL WOOD, SDS RAFTERS, PLYV,G)l FA5TENINIGS, HANGERS. FTG. TO BE AS PER TU ALL CONNECTIONNS ro 6E n5 PETRE FASTENING STUD TO FOUNDATION CONNECTION 6ON515TINO OF COPPER TUBES, FITTINGS, ETC IB. SCHEDULE TABLE 2304q 1 TYPICAL FADE NAIL q BLOCKING BETWEEN JOISTS OR A(D SHUT-OFF VALVES SHALL BE PROVIDED AT EACH FIXTURE 3-3" x O 131" 61AIL TOENAIL 3-3"14 GAGE 511 10, RIM JOISTS TO TOP PLATE ad a 6' 06 AND AT OTHER APPROPRIATE LOCATIONS. TOENAIL Ua 1 __ _____ 11. TOP PLATES, LAPS AND INTER5E6TION5 _ 4 ALL FIXTURES SHALL BE BY AMERICAN STANDARD 3-3" 14 GAGE 51APLE 12. CONTINUOUS HEADER, TWO PIECES I6d COMMON 16'0G ALONG EDGE 13 O BLING JOISTS TO PLATE 3 -ad COMMON OR APPROVED EQUAL. WALLS ABBLF_ EDGE 5 GABLE ROOFS HIP ROOF5 WATER GLO5ET5 SHALL BE OF VITREOUS CHINA: (9 t 109 (10• i B <45•) (l9' s 9 <- 30.1 LAVATORIES TO BE WHITE VITREOUS CHINA IN 50LID 14 OONTHII HEADER TO 5110 4 -6d COMMON SURFACE MATERIAL COUNTERTOP. 15, CUTTING J015TS, LAPS OVER PARTITIONS \e (SEE SECTION 230510.4.1, TABLE 230810.,1) 5 PLU IVIG GONTRACTOR TO GO -ORDINATE WITH ALL OTHER IQ = Ed NAILS a 6" el A A TRADES. Q = lOd NAILS a 6" o/c n 3 _ll COMMON MINIMUM, h TABLE 2305 10 41 FACE NAIL h b, PLUMBING GONTRAGTOR TO FURNISH AND INSTALL Q = IOd NAILS ® 6" a/c (9 5 10.1 4-3"14 GAGE STAPLE (lo' <_ 9 S 45.1 6 RAFTER RO PLATE 3 -Bd COMMON 0A• i e 5 309 (SEE SECTION 2308 10.1, TABLE 2500 11.1) 3-3" 0.131" NAIL WATER HEATERS INCLUDING ALL PIPING, wl PMGR0 CONSTRUCTION APHE51VE 3-3" 14 GAGE STAPLE 11. WIDER THAN Fx0" SHEATHING FITTINGS AND CONTROLS A5 5HOWN (NOTE o= T -O' IN ALL LASES) l CONTRACTOR TO FUR1,II5H AND INSTALL ALL KITCHEN AND FADE NAIL TO EACH BEARING WALL BAR FOUT MENT AS SHOWN OR REQUIRED NOTE: ALL MECHANICAL CONNECTORS SHOWN IN DETAILS ARE MANUFACTURED BAR FURNISHED AND INSTALLED BY GAINER BY USP STRUCTURAL CONNECTORS - OR APPROVED EQUAL, UNLESS NOTED DESIGN LOADS RAFTERS TO RIDGE CONNECTION TYPICAL UPLIFT CONNECTION 3" 14 GAGE STAPLE Ib' OC ROOF LOADS '"NOT REOV. WHEN 3" x 0131' NAIL a 24"OC FOR OPENINGS 5NgWLOAD 45 FSE :OLLAR TIES ARE BOTTOM 5TA56ERED ON INSTALLATION DEAD LOAD 20 PER J5ED a 16" o/c INT 2 _20d COMMON ®16"O/G ATTIC LOADS STORAGE 20 FSO UNDERSIDE OF RIDGE 3-3" 14 GAUGE STAPLE AT EACH SPLICE TYPICAL LSTA24 KION STORAGE IO PSE 5/12 4-3' x 0131' NAIL FACE NAIL 4-3" 14 GAGE STAPLE FACE NAI FLOOR LOADS L526B- 675 lbs UPLIFT 4-3" x 0131" NAIL TOEMAIL L5TA24- qBO lbs UPLIFT LIVE LOAD 100 PSP ITTNd I6d NAILS INTO RIDGE I 20 GA pEAD LOAD 60 PSF (l) ad NAILS INTO RAFTER 4 (I6) IOtl NAILS NAILS WALL LOADS, TMU26- 64016, UPLIFT I+ = CRIPPLE STUD IFISAUFLOAP- REST (l) IOd NAILS INTO RAFTEI 12/12 (10) Cd NAILS INTO ADDG/E/j�^^/VII STRAP WIND LOAF UPLIFT. WIND EXPOSURE 'L' LATEGARY HE DER5EI5MI6 11PI IFT GnNNFnTlnbl 14 RFIO'D. m FA LOAF CATEGORY C RT30F - G15 Ib5 UPLIFT (12) Ibd NAILS TYPIGAL RT16T TRUSS/ RAFTER TO DOUBLE PLATE IN5TALLATION 9 IWO& NOTE. ALL WOOD TO BE FIRE -RETARDANT -TREATED A5 PER SECTION 23032 - CONNECTORS G WALL 5TUD5 4 (OR EQUIVALENT) - - - -- ® TOP 4 BOTTOM OF CRIPPLES iYP GAL 5I 2BR WRAP 4 NAIL STRAP AROUND DECK JOIST TO SILL FL ® ANCHOR BOLT ®23" O/G ALL WOOD BILLS, BLOCKIING, MAILERS, ETC III CONTACT WITH L5TA36- ISOs 1� uauFr � MASONRY, 60NCRETE OR SOIL TO BE GGA PRESSURE TREATED GAGE STAPLE PROVIDE ALUM HERMITS SHIELD 4 SILL 5EALFR AROUND ENTIRE PERIMETER 3. 1" x 6" SJBFLOOR OR LE55 TO EA60 J015T 3 ALL NAILS, BOLTS, J015T5 HANGERS 4 FRAMING ADMISSIONS TO 4. SOLE PLATE TO X15T OR BLOOKING Ibd AT 16" 9/6 BE HOT -DIPPED GALVANIZED. 4 ALL JOISTS, RAFTERS, HEADERS M1 GIRDERS SMALL DL- DOW FIR I 050 TA GAUGE STAPLE m 12"0.4 PSI MIIJ. 5ND5 TO BE MILL HEM FIR P D50 P51, 23 J015T TO 5ANIp JOIST 5, ALL SHEATHING SMALL BE 1/2" DOUGLAS FIR EXTERIOR GRADE PLYWOOD, ROLE PLATE TO JOIST OR BLOCKING 5-3" x 0131"NAIL NAILED ad a 6" OG 2 INTERIOR 4 INTERMEDIATE BLOCKING POINTS AT BRACED WALL PANEL 3" r 0131" NAIL a I6"O.L COVERED WITH 15 LB BUILDING PAPER OR LELOTEX IIIFILTRATIONI BARRIER 24 LEDGER STRIP 3" 14 GAUGE STAPLE PER 16" PROPERLY TAPED 4 BEALED 6 I ALL FLOORS TO BE 3/4" PLYWOOD NAILED WITH Twd 0165T NAILS 6" L w6 ALL WALL CORNERS TO BE MIN 3 51UD5 NAILED 166 - 12' O G. p/� ANCHOR BOLT DETAIL 3-3'x 0131 NAIL 5 HEADERS, TRIMMERS 4 JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEM JOISTS UNDER PARTITIONS. BLOCK STUD WALL5 ® In STORY TYPIGAL UPHDB NSTALLATION ANCHOR BOLT -TO -PLATE 9 HEIGHTS 4 AT UNSUPPORTED EDGES OF PLYWOOD. ALL LAP PLATES UP BE DOUBLED r NAILED WITH IGd b 12" OG LAP LAP GONNEGTIONPLATE5 SUBFLOOR, ROOF AND NALL AT CORNER -TO-STUD 10 HEADERS OVER DOORS AND WINDOWS UP TO 5'-O" WIDE TO BE (2)2x6 5HEAR WALLS ONLY- 6. SND TO SOLE PLATE FOR OPENINGS 3'-O" TO 5'-O" USE (2)2x5, UNLESS OTHERWISE NOTED 2" 16 GAGE' . FOR HEADERS OVER 5'-O" LONG USE OPIDLE JACK 5TUD5 (SLAB ON GRADE, ETGj 12. MIN. SEARING FOR JOI5T5, BEANG t 5ND5 TO BE 3 1/2'. ,' 15 PROVIDE 50LID BRIDGING MAX. 5'-O' O L IN ALL FLOOR GOINSTRU6TION. UPHpB- 3,300 lbs UPLIFT +I�i-pi',, 14 PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE 4 LOCAL GOODS (B) HER WOOD SVREWS j (16" ork a 4'-5" ABOVE ATTIC FLOOR) FOR CORNERS l 15. ROOF FRAMING 15 DESIGNED IN ACCORDANCE w/ THE PROVISIONS OF Gil 3 OPENINGS 6-O" OR II Il Be PANEL SIDING (TO FRANKED OF TI4E Igg5 W.FATI GREATER ')F/��'B,Lr' 16 PARALLAM, MIGROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS i, MANUFAGTURED BY TJ CORP OR APPROVED USUAL. 17 ALL WOOD, SDS RAFTERS, PLYV,G)l FA5TENINIGS, HANGERS. FTG. TO BE AS PER TU ALL CONNECTIONNS ro 6E n5 PETRE FASTENING STUD TO FOUNDATION CONNECTION IB. SCHEDULE TABLE 2304q 1 LEDGER DETAIL 51Rl M5T2T 20 SA. METAL STI 12' Mill ON STUD SURFACE a EACH 4yLONG ANCHOR BOLT ®16" O/C 'A LAG BOLTS O I6"C/o a (2) AT EACH END TYPIGAL LSTA36 F 10d NAILS ALL HALES (OR EQUIVALENT) TOENAIL iYP GAL 5I 2BR WRAP 4 NAIL STRAP AROUND DECK JOIST TO SILL FL ® ANCHOR BOLT ®23" O/G O LEDGER INSTALL L5TA36- ISOs 1� uauFr � (IB)IOd NAILS To) Ind R-30 FIBERGLASS INSULATION E3OTH SIDES RAo" /2' F.G. GYPSUM BOARD STAIR FIRE TREA-TED HEADER WHITE VENTED WIIVYL SOFFIT o +1 BRIGK BEYOND 0 WOOD STAIR (2)2xio I''/B" OAK TREADJ5 PINE R15ER5 AND STRINGERS RA - T" MAX RI5ERo,, 11" TREADS -1 -1 - r PAVING �- L-ITI=N-ITI-W-TI=III-III-LI- - 1�=1d-�i1=U1-III=1L111=r7 u 4" GONGRETE FLOOR SLAB IN/6"x6" NOCC) WWF ON 2 HR. SPRAY FIRE GOATING 22 GA INVERTED GALV. METAL DECK U.L. No D119 7 5TORA6E '52' - �.' �6" it) PERFORATED PVC, PIPE AROUND ENTIRE PERIMETER PITGH TO SUMP PUMP SCALE 3/yn_I,_On I LOST TO SILL OR GIRDER 3-3" x 0131" NAIL TOENAIL 3-5n14 GAGE STAPLE FACE NAIL 2 - 5d COMMON 2 BRIDGING TO J015T 2-3" x 0131" NAIL TOENAIL EACH END2-3"14 GAGE STAPLE TOENAIL 3. 1" x 6" SJBFLOOR OR LE55 TO EA60 J015T 3 - 5d COMMON FACE NAIL 4. SOLE PLATE TO X15T OR BLOOKING Ibd AT 16" 9/6 9" X0151- NAIL O B"OC TYPICAL FACE NAIL TA GAUGE STAPLE m 12"0.4 23 J015T TO 5ANIp JOIST 3-I6d AT 1601 ROLE PLATE TO JOIST OR BLOCKING 5-3" x 0131"NAIL FACE NAIL AT BRACED WALL PANEL 3" r 0131" NAIL a I6"O.L BRALEO WALL PAPIELS 24 LEDGER STRIP 3" 14 GAUGE STAPLE PER 16" 2 _16d COMMON FACE NAIL 5 TOP PLATE TO SND 3-3'x 0131 NAIL ENO NAIL 25 W'GOO STRUCTURAL PANELS AND 3-3" M GAGE STAPLE Ed41 X`8 PARTICLEBOARD 4 - ad COMMON la'16 5APEjVAII� ISj'Ib GAGE' SUBFLOOR, ROOF AND NALL 4- 3"X 0131" NAIL TOENAIL SNEATHIh1G (TO FRAMINGI 3-3"14 GAUGE STAPLE 2Nb" x 0113" NAIL` 6. SND TO SOLE PLATE 2 -i ad COMMON 2" 16 GAGE' 3-3" x 0.131" MAIL 5d` SINGLE FLOOR (COMBINATION 3-3" 14 GAGE 57APLE END NAIL 5UBFLOOR-UNDERLAYMENT ad AT 24" O/C 6d' 1. DOUBLE 51dD5 3" x O 131" NAIL a 5"00 FACE NAIL 3" 14 GAUGE STAPLE a WOL lOd'OR Sd' B DOUBLE TOP PLATE5 ad AT 16" GAS So, Be PANEL SIDING (TO FRANKED 3" x0151- NAIL ® 1200" TYPICAL FACE NAIL 3" 14 GAUGE STAPLE A 12"0 C B - Ibd COMMON DOUBLE TOP PLATES 12-3" x 0.131" NAIL AP SPLICE 12-31 14 GAUGE STAPLE TYPICAL FADE NAIL q BLOCKING BETWEEN JOISTS OR 3 - ad COMMON RAFTERS TO TOP PLATE 3-3" x O 131" 61AIL TOENAIL 3-3"14 GAGE 511 10, RIM JOISTS TO TOP PLATE ad a 6' 06 3-3" x 0131" NAIL • 6"OL TOENAIL 11. TOP PLATES, LAPS AND INTER5E6TION5 2 - ad GAMMON 3-3" x 0.131" NAIL FACE NAIL 3-3" 14 GAGE 51APLE 12. CONTINUOUS HEADER, TWO PIECES I6d COMMON 16'0G ALONG EDGE 13 O BLING JOISTS TO PLATE 3 -ad COMMON 5-3' x 0131' NAIL TOENAIL 5-3' 14 GAGE STAPLE 14 OONTHII HEADER TO 5110 4 -6d COMMON TOENIAIL 15, CUTTING J015TS, LAPS OVER PARTITIONS 3 -I6d COMMON MINIMUM, (SEE SECTION 230510.4.1, TABLE 230810.,1) TABLE 23051041 FACE NAIL 4-3" x 0,131" NAIL 4-3"14 GAGE STAPLE 5 CEILING JOISTS TO PARALLEL RAFTERS 3 _ll COMMON MINIMUM, (SEE SECTION 250810.4 1, TABLE 230,10.4 1) TABLE 2305 10 41 FACE NAIL 4-5'x 0131" NAIL 4-3"14 GAGE STAPLE 6 RAFTER RO PLATE 3 -Bd COMMON (SEE SECTION 2308 10.1, TABLE 2500 11.1) 3-3" 0.131" NAIL TOENAIL 3-3" 14 GAGE STAPLE 11. WIDER THAN Fx0" SHEATHING 3-Bd COMMON FADE NAIL TO EACH BEARING WALL IB BUILT-UP CORNER ENDS I6d COMMON 29" OO 3"x 0 O NAIL 16. OG 3" 14 GAGE STAPLE Ib' OC 20d COMMON 32"06 3" x 0131' NAIL a 24"OC FACE NAIL AT TOP AND 3" 14 GAUGE STAPLE m 2400 BOTTOM 5TA56ERED ON OPPOSITE SIDES 19 BUILT-UP ORDER AND SEARS 2 _20d COMMON 3d' x 0131" NAIL FACE NAIL AT ENDS AND 3-3" 14 GAUGE STAPLE AT EACH SPLICE 20. COLLAR TIE TO RAFTER 3 -1 Ed COMMON 4-3' x 0131' NAIL FACE NAIL 4-3" 14 GAGE STAPLE FACE NAI 3 -IOM GORDON 4-3" x 0131" NAIL TOEMAIL ROOF 4" VENT STAGK THRU ROOF I 4-3" 14 GAUGE STAPLE 21. JACK RAFTER TO HIP 2 -16 COMMON 2ND FL 4„ ICO. „r WG ST FL. 2" 4„ 11 G.O. 4„ TO 5ANITARY WASTE SYSTEM TYPICAL FOR ALL UNITS 1. ALL 0O4RoLoGTION TO CONFORM TO ALL STATE AND LOCAL CODES 2 THESE DRANIINGS 00 NOT INCLUDE COMPONENTS NECESSARY FOR OON51PLITION SAFETY COMPACTORS ARE 50LELY RESPONSIBLE FOR WLH OOM SINEDIS 3 BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY FC 0) 4 PAULA RTO CARRY WORKMANS COMP INS, IN AMOUNTS A5 RELIUIRED BY LAW, 5 ALL WORK SHALL BE FULLY GUARANTEED FORONE YEAR AFTER 60,15 ISSUED, G OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REGUIRED BY BUILDING BEPARTMFNT 1. ARCHITECT Ii NOT BEEN ROLAINfiO FOR ANY FIELD SUPERVISION OR INSPECTION 5. DRAWINGS ARE NOT TO OF BOATED BY CONTRACTOR ANY DI50REPANDE5 ON DRAWINGS ARE TO BE BROUGHT TO ARCHITECT'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION q THIS ARGHL ELT HAS BEEN RETAINED FOR Aml SHOWN ON THIS DRAWING ONLY ARCHITECT 15 NOT RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS AS PER Ni YORK STATE BUILDING CODE GOMMERGIALPROJEGT FOR 5TANLEY MALON MAIN STATE ROAD (NYS 25) GUTGHOP UE, NY SECTIONS AND DETAILS o. Common or box nolle are permitted to be used except where otherman stated b Noll, spaced of 6" oc at edges, 12" at Inormedlote supports exceed 6" at supports whore Spens one 45" or more For nailing of wood ,Y,,Wral panel and Rmloobl diaphragms and shear walls, rete, to Seohon 2305. Nloue For wall ehoni., Are permitted to be common, box or casng c Common or deformed ,hank a Common e Deformed shank L Corrosion -resistant Nato or casing of g For roof shathing oppllcatlonK, ad nous are the minimum required for wood omucWral panels h 51aples ,hall hove a minimm crown width of 1/16- 1. For roof shentMnq oppllcatlons, fasteners spaced 4" An at edges. B" at Intermediate supports J Fasteners spaced 4' o et edges, B' al Intermediate supports For o,bl and All shoe lnq and 3" E., Pit edges, 6" of Intermedlata A,Px ro For roof eheothf, k. RoK mere space 4" o c at edges, 8" at nomnonni 563 North Wellbood Avenue Llndenhur5L, N.Y. 11-75-7 631-226-3-708 FAX 226-3088 HE&ARGHEEFAOLGOM date: :D ARD 04 -18 -OS T 5 ' dl -a N by: a DIANA GOMEZ job no: "q 02001-8 -08 0 .1EW N O,q no 3-3' x 0.131' NAIL FACE NAIL 3-3"14 GAUGE STAPLE 2 -Rd COMMON 3-3" x 0131' NAIL TOENAIL ES' 14 GAUGE STAPLE 22 ROOF RAFTER TO 2 -BY R106E BEAM 2 -16 OOMMOPI 3-3' x 0131" NAIL FACE NAIL 3-5'14 GAUGE STAPLE 23 J015T TO 5ANIp JOIST 3 -I6d COMMON 5-3" x 0131"NAIL FACE NAIL 5-3'14 GAGE STAPLE 24 LEDGER STRIP 3 -I6d COMMON 4-3" x 0 O NAIL FACE NAIL 4-3"14 GAGE STAPLE 25 W'GOO STRUCTURAL PANELS AND 'O" AND LESS Ed41 X`8 PARTICLEBOARD la'16 5APEjVAII� ISj'Ib GAGE' SUBFLOOR, ROOF AND NALL No' TO Al" 5d'OR 6d' SNEATHIh1G (TO FRAMINGI 2Nb" x 0113" NAIL` 2" 16 GAGE' lb^ TO I 5d` SINGLE FLOOR (COMBINATION Iib" TO III' CGOR ad' 5UBFLOOR-UNDERLAYMENT o" AN) LE55 6d' TO FRAMING) 15" TO I ad' Us TO IN, lOd'OR Sd' 'h" AND LESS So, Be PANEL SIDING (TO FRANKED Sb" 0d o. Common or box nolle are permitted to be used except where otherman stated b Noll, spaced of 6" oc at edges, 12" at Inormedlote supports exceed 6" at supports whore Spens one 45" or more For nailing of wood ,Y,,Wral panel and Rmloobl diaphragms and shear walls, rete, to Seohon 2305. Nloue For wall ehoni., Are permitted to be common, box or casng c Common or deformed ,hank a Common e Deformed shank L Corrosion -resistant Nato or casing of g For roof shathing oppllcatlonK, ad nous are the minimum required for wood omucWral panels h 51aples ,hall hove a minimm crown width of 1/16- 1. For roof shentMnq oppllcatlons, fasteners spaced 4" An at edges. B" at Intermediate supports J Fasteners spaced 4' o et edges, B' al Intermediate supports For o,bl and All shoe lnq and 3" E., Pit edges, 6" of Intermedlata A,Px ro For roof eheothf, k. RoK mere space 4" o c at edges, 8" at nomnonni 563 North Wellbood Avenue Llndenhur5L, N.Y. 11-75-7 631-226-3-708 FAX 226-3088 HE&ARGHEEFAOLGOM date: :D ARD 04 -18 -OS T 5 ' dl -a N by: a DIANA GOMEZ job no: "q 02001-8 -08 0 .1EW N O,q no ROOM FIN 15H 5CHE17ULE NO DESIGNATION FLOOR WALLS CEILING REMARKS MATERIAL BASE NORTH EAST SOUTH WEST MATERIAL HGT A -F RETAIL SPAGE VGT V PCB PGB PSB PGB AT -I G' -O" PAINT 6 OFFIGE GT GT PGB PGB POB P6B AT -I 8'-O" PU5H/ PULL HARDWARE UNDERCUT I" H TOILET ROOMS GT GT j6B Xp6B Y6B Yp6B AT -2 8'-O" G.T. UP TO 4'-0" 1 STAIR TO BASEMENT PG GARRET IN/BEADED EDGE TO MATGH FLOOR PGB PGB P6B PGB AT -I VARIES 6L J STAIR TO OFFICE I WOOD V PGB PGB PSB POB P65 VARIES we -1 z ro GLEAR FLOOR 5PAGE ROOM FINISH NOTES -NOTE- ALL FINISHES BY OWNER. 1700R 50HE17ULE NO LOCATION 51ZE TYPE FIN BUCK I SADD. REMARKS E ELEVATOR 3°XepX13/ FURNISHED AND INSTALLED BY ELEVATOR GONTRAGTOR I -G FRONT ENTRANCES 34X70X1314 F PRE -FIN G ALUM. PANIC HARDWARE LOOK SELF GLO511V6 0-22 REAR EXIT 34X7°X1314 A PAINT A ALUM. PANIC, HARDWARE, LOOK, SELF G1_05ING 3-30 TOILET ROOMS 3°Xe X15/ B PAINT b MARBLE PU5H/ PULL HARDWARE UNDERCUT I" 31 OFFICE 3°X6p X13/ B PAINT b OT LOCK. PANIG HARDWARE SELF CLOSING 2-37 BASEMENT 30Xb`X13/ 1 PAINT b GARRET IN/BEADED EDGE TO MATGH FLOOR LOGK.PANIC, HARDwARE SELF CLOSING AT -I AGOUSTIGAL TILE HUNG IN REGESSED WHITE GRID 2'x4' TILES TO BE ARMSTRONG CIRRUS VGT 12"x l2"x%6" VINYL COMPOSITION TILE ARMSTRONG, GAF OR APPROVED EQUAL H16H RUBBER OR VINYL BASE W/GOVE PB PAINTED GONGRETE BLOCK - 2 GOATS GONGRETE PAINT ON ONE GOAT BLOCK FILLER AGOUSTIGAL TILE HUNS IN REGESSED GRID 2'x2' TILES TO BE ARMSTRONG GIRRUS GARPET - GARPET. FURNISHED AND INSTALLED BY OTHERS. NO. P6B %2" FIREGODE 'G' OR 5/e" TYPE 'X' GYPSUM BOARD TAPED, SPAGKELED, SANDED SMOOTH, 2 5-25-05 r—, N 6-24-05 AS TOWN z z FLU5H MARBLE I J 12"MAX. 42" MIN. b" H GERAMIG TILE W/COVE BOTTOM GT UNGLAZED GERAMIG TILE AMERIGAN OLEAN OR APPROVED EQUAL 24" MIN FINISH SGHC-DUCE AND DETAILS GOATS FIELD APPLIED LATEX PAINT \ w PGB GYPSUM BOARD TAPED, SPAGKELED, SANDED SMOOTH, 2 GOATS LATEX PAINT - WHITE C T) OT 6" H QUARRY TILE W/GOVE BOTTOM v OT QUARRY TILE VGB !2 FG 'G' 6YP. BD. TAPED, SPAGKELED, SANDED SMOOTH, FIELD APPLIED VINYL OVER SIZING z I GARP 4" H GARRET IN/BEADED EDGE TO MATGH FLOOR `p PT PORGELAIN TILE - THIN SET 6L 14 " GLEAR GLASS - TEMPERED PG PAINTED GONGRETE - 2 GOATS GONGRETE PAINT UNF UNFINISHED we -1 AT -I AGOUSTIGAL TILE HUNG IN REGESSED WHITE GRID 2'x4' TILES TO BE ARMSTRONG CIRRUS DOOR DETAILS WN I6 CA. HOLLOW METAL FAGTORY PRIMED 2 GOATS FINISH ENAMEL SELF GL05IN6, LOGK PANIC, HARDWARE WEATHER STRIP INSULATED F ALUMINUM 4 GLASS ENTRANCE DOORS !I TEMPERED GLASS WEATHERSTRIPPED o EXT SELF GLOSINO w/ LOCK 4 PANIC, HARDWARE 7.1 SOLID GORE FLUSH WOOD PAINT GRADE BIRGH I GOAT PRIME I GOAT FINISH ENAMEL C LAMINATED SAFETY GLASS DOOR GONGEALED HARDWARE SELF GLO5IN6 LOGKABLE HOLD OPEN DEVIGE NOTE ALL HARDWARE TO BE LEVER TYPE AS PER A.D.A. G 16 6A. HOLLOW METAL FAGTORY PRIMED 2 GOATS FINISH ENAMEL SELF GLOSIN6, LOGK WE ATHE RSTR I PPED 1 SLIDING ALUM. 6LA55 DOORS SAFETY GLASS LOCK 16 CA. HOLLOA M1ETAL FAGTORY PRIMED 2 GOATS FINISH ENAMEL SELF GLOSIN6, LCDGK I i2HR FIRERATED Al LOUVRE I 16 GA. HOLLOW METAL FACTORY PRIMED 2 GOATS FINISH ENAMEL SELF CLOSING, LOCK I %HR FIRERATED UL. NO. IOG 17008 BUCK 17ETAIL a 16 GA HOLLOW METAL FAGTORY PRIMED 2 GOATS FINISH ENAMEL ANGHOR5 - MIN 5 PER JAMB BUILDIN6 CRITERIA 16 6A HOLLOW METAL FACTORY PRIMED 2 GOATS FINISH ENAMEL ANGHORS - MIN 3 PER JAMB �, CAULK G PRE -FINISHED ALUMINUM AS PER THE BUILDING CODE OF NEW YORK STATE OCCUPANCY GLA551FIGATION: MERCANTILE (STORES) GROUP 'M', OFFICES GROUP 'B', STORA6E GROUP 'SI' PER GONSTRUGTION: TYPE III B MINIMUM FIRE RE515TANGE-REQUIREMENTS OF STRUCTURAL ELEMENTS AS PER TABLE 601 BUILDING ELEMENT HOURS STRUCTURAL FRAME INCLUDING COLUMNS, GIRDERS AND TRUSSES O BEARING WALLS EXTERIOR INTERIOR O NON-BEARING WALLS 4 PARTITIONS EXTERIOR 2 NOTE INTERIOR O ALL FIRE -RETARDANT TREATED WOOD TO COMPLY WITH FLOOR GONSTRUGTION SECTION 2303.2 OF THE BUILDIIV6 INCLUDING SUPPORTING BEAMS AND JOISTS O CODE OF THE STATE OF NEW YORK ROOF GONSTRUGTION INGLUDIN6 SUPPORTING BEAMS AND JOISTS O GENERAL NOTES -ALL MATERIALS, ASSEMBLIES, GONSTRUGTION, 4 EQUIPMENT SHALL CONFORM TO THE REGULATIONS OF THE BUILDING CODE OF NEW YORK STATE 4 SHALL GONFORM TO GENERALLY AGGEPTED STANDARDS -ALARM AND SMOKE DETECTION SYSTEM TO BE INSTALLED AS PER THE BUILDING CODE OF NEW YORK STATE FIRE GODE CHAPTER 9 -SPRINKLER SYSTEM NOT REQUIRED AS PER BUILDING CODE OF THE STATE OF NEW YORK SEGTION 903 INTERIOR FINISHES I ALL INTERIOR FINISHES TO CONFORM TO THE BUILDII116 GODE OF NEW YORK STATE AND SHALL BE INSTALLED AS PER GENERALLY ACCEPTED STANDARD5 2 ALL INTERIOR WALL AND GEILIN6 FINISHES TO BE GLASS Al'FLAME SPREAD RATING OF 0-25 3. ALL INTERIOR FLOOR FINISHES TO BE 6LA55 I (GARPET, TILE, WOOD FLOOR, ETC) 4. ALL INTERIOR TRIM TO BE NON-GOMBUSTIBLE OR FIRE RETARDANT 5. DRAPERIES, BLINDS, HAN61N65, AND OTHER DECORATIVE MATERIALS SHALL BE NON-COMBUSTIBLE, OR FLAME RES15TAIIIT 5. PLASTIC MATERIALS MAY BE USED IF THEY CONFORM TO CHAPTER 26 I6-22 TO BE 5/4HR, FIRE RATED V2HR. FIRE RATED 1%ZHR. FIRE RATED TOILET ROOM DETAIL V 2%2" H16H RUBBER OR VINYL BASE W/GOVE COMMERCIAL PROJECT FOR STANLEY MALON MAIN STATE ROAD (N)S 25) GUTGHOGUE, NY AT -2 AGOUSTIGAL TILE HUNS IN REGESSED GRID 2'x2' TILES TO BE ARMSTRONG GIRRUS �,I �I �Io;rc Seb�Or Arc hiteG� 363 North r5t, N.od Avenue Lindenhurst, N.Y. II�5� 631-226-3708 FAX 226-3088 HE6ARGH@AOL.COM NO. HIS LAV. -1 54"MIN 5-25-05 r—, 6-24-05 AS TOWN z z FLU5H MARBLE I NGT 12"MAX. 42" MIN. b" H GERAMIG TILE W/COVE BOTTOM 24" MIN FINISH SGHC-DUCE AND DETAILS \ w PGB GYPSUM BOARD TAPED, SPAGKELED, SANDED SMOOTH, 2 GOATS LATEX PAINT - WHITE C T) OT 6" H QUARRY TILE W/GOVE BOTTOM v a BENJAMIN MOOREGUARD OR APPROVED EQUAL. z I GARP 4" H GARRET IN/BEADED EDGE TO MATGH FLOOR `p EXP EXPOSED GONSTRUGTION - PAINT 2 GOATS FINISH ENAMEL WHITE DOOR DETAILS WN I6 CA. HOLLOW METAL FAGTORY PRIMED 2 GOATS FINISH ENAMEL SELF GL05IN6, LOGK PANIC, HARDWARE WEATHER STRIP INSULATED F ALUMINUM 4 GLASS ENTRANCE DOORS !I TEMPERED GLASS WEATHERSTRIPPED o EXT SELF GLOSINO w/ LOCK 4 PANIC, HARDWARE 7.1 SOLID GORE FLUSH WOOD PAINT GRADE BIRGH I GOAT PRIME I GOAT FINISH ENAMEL C LAMINATED SAFETY GLASS DOOR GONGEALED HARDWARE SELF GLO5IN6 LOGKABLE HOLD OPEN DEVIGE NOTE ALL HARDWARE TO BE LEVER TYPE AS PER A.D.A. G 16 6A. HOLLOW METAL FAGTORY PRIMED 2 GOATS FINISH ENAMEL SELF GLOSIN6, LOGK WE ATHE RSTR I PPED 1 SLIDING ALUM. 6LA55 DOORS SAFETY GLASS LOCK 16 CA. HOLLOA M1ETAL FAGTORY PRIMED 2 GOATS FINISH ENAMEL SELF GLOSIN6, LCDGK I i2HR FIRERATED Al LOUVRE I 16 GA. HOLLOW METAL FACTORY PRIMED 2 GOATS FINISH ENAMEL SELF CLOSING, LOCK I %HR FIRERATED UL. NO. IOG 17008 BUCK 17ETAIL a 16 GA HOLLOW METAL FAGTORY PRIMED 2 GOATS FINISH ENAMEL ANGHOR5 - MIN 5 PER JAMB BUILDIN6 CRITERIA 16 6A HOLLOW METAL FACTORY PRIMED 2 GOATS FINISH ENAMEL ANGHORS - MIN 3 PER JAMB �, CAULK G PRE -FINISHED ALUMINUM AS PER THE BUILDING CODE OF NEW YORK STATE OCCUPANCY GLA551FIGATION: MERCANTILE (STORES) GROUP 'M', OFFICES GROUP 'B', STORA6E GROUP 'SI' PER GONSTRUGTION: TYPE III B MINIMUM FIRE RE515TANGE-REQUIREMENTS OF STRUCTURAL ELEMENTS AS PER TABLE 601 BUILDING ELEMENT HOURS STRUCTURAL FRAME INCLUDING COLUMNS, GIRDERS AND TRUSSES O BEARING WALLS EXTERIOR INTERIOR O NON-BEARING WALLS 4 PARTITIONS EXTERIOR 2 NOTE INTERIOR O ALL FIRE -RETARDANT TREATED WOOD TO COMPLY WITH FLOOR GONSTRUGTION SECTION 2303.2 OF THE BUILDIIV6 INCLUDING SUPPORTING BEAMS AND JOISTS O CODE OF THE STATE OF NEW YORK ROOF GONSTRUGTION INGLUDIN6 SUPPORTING BEAMS AND JOISTS O GENERAL NOTES -ALL MATERIALS, ASSEMBLIES, GONSTRUGTION, 4 EQUIPMENT SHALL CONFORM TO THE REGULATIONS OF THE BUILDING CODE OF NEW YORK STATE 4 SHALL GONFORM TO GENERALLY AGGEPTED STANDARDS -ALARM AND SMOKE DETECTION SYSTEM TO BE INSTALLED AS PER THE BUILDING CODE OF NEW YORK STATE FIRE GODE CHAPTER 9 -SPRINKLER SYSTEM NOT REQUIRED AS PER BUILDING CODE OF THE STATE OF NEW YORK SEGTION 903 INTERIOR FINISHES I ALL INTERIOR FINISHES TO CONFORM TO THE BUILDII116 GODE OF NEW YORK STATE AND SHALL BE INSTALLED AS PER GENERALLY ACCEPTED STANDARD5 2 ALL INTERIOR WALL AND GEILIN6 FINISHES TO BE GLASS Al'FLAME SPREAD RATING OF 0-25 3. ALL INTERIOR FLOOR FINISHES TO BE 6LA55 I (GARPET, TILE, WOOD FLOOR, ETC) 4. ALL INTERIOR TRIM TO BE NON-GOMBUSTIBLE OR FIRE RETARDANT 5. DRAPERIES, BLINDS, HAN61N65, AND OTHER DECORATIVE MATERIALS SHALL BE NON-COMBUSTIBLE, OR FLAME RES15TAIIIT 5. PLASTIC MATERIALS MAY BE USED IF THEY CONFORM TO CHAPTER 26 I6-22 TO BE 5/4HR, FIRE RATED V2HR. FIRE RATED 1%ZHR. FIRE RATED TOILET ROOM DETAIL SCALE Sib"= MI COMMERCIAL PROJECT FOR STANLEY MALON MAIN STATE ROAD (N)S 25) GUTGHOGUE, NY 42" MIN S.D �,I �I �Io;rc Seb�Or Arc hiteG� 363 North r5t, N.od Avenue Lindenhurst, N.Y. II�5� 631-226-3708 FAX 226-3088 HE6ARGH@AOL.COM NO. HIS LAV. -1 54"MIN 5-25-05 r—, 6-24-05 AS TOWN FLU5H MARBLE I 12"MAX. 42" MIN. SADDLE 24" MIN FINISH SGHC-DUCE AND DETAILS \ / PTD a z I TTD `p 51°E we -1 z ro GLEAR FLOOR 5PAGE "4 41;,,,I1'{l'nr}+ PROVIDE 2"AG)" WOOD BLOGKIN6 IN WALL 66,- TYP FOR HANDRAILS NOTE: ALL H.G. ITEMS MUST COMPLY WITH T1277 ICG/ANSI All 7.1-19118 REQUIREMENTS TOILET ROOM ACCESSORY SCHEDULE WG -I WATER GLO5ET - AMERICAN STANDARD CADET ELONGATED BOWL TOILET 17"H EL I.6/PA WITH OPEN FRONT CHURCH SEAT HGLAV-I LAVATORY - AMERICAN STANDARD LILY COUNTERTOP 600SENEGK FAUCETS W/WRIST BLADE HANDLES GB- GRAB BAR - I-1/2" O STAINLESS STEEL GRAB BAR 33" MIN A.F T. P DIMENSIONS SHOWN ON PLAN TTD- TOILET TISSUE DISPENSER - B05RIGK B-6699 OULET 15" MIN. A.F.F. PTD- PAPER TOWEL DISPENSER - BOBRGK 8-334 -� �5y� 6FA1{r-3 E3 //� \I e5 N.T,S. 54" A EF MAX TO BOTTOM SD- SOAP DISPENSER - 506RIGK B -III 5.5. MI- MIRROR TILTED - BOBRIGK 6295 #1830 GRAB BARS TO COMPLY WITH TABLE 600.5 OF THE IGC/ANSI AII7.I-1998 TOILET STALLS TO COMPLY WITH TABLE 604 OF THE ICG/ANSI AIH -19118 Z_ O J LH J z Q Lu CL REVISIONS COMMERCIAL PROJECT FOR STANLEY MALON MAIN STATE ROAD (N)S 25) GUTGHOGUE, NY 42" MIN date fREp 04-18-05 o°E GFs ,A drawn b rp H9 r y s '�_ i DIANA GOING -Z Job no: 4219 r 02001-81-08 ype dw no. 9 A -b �,I �I �Io;rc Seb�Or Arc hiteG� 363 North r5t, N.od Avenue Lindenhurst, N.Y. II�5� 631-226-3708 FAX 226-3088 HE6ARGH@AOL.COM NO. DATE 54"MIN 5-25-05 r—, 6-24-05 AS TOWN 36" MIN I 12"MAX. 42" MIN. 24" MIN FINISH SGHC-DUCE AND DETAILS a z I TRANSFER 51°E a m z ro GLEAR FLOOR 5PAGE T1277 � 1) IT P 60" MIN -� �5y� 6FA1{r-3 E3 //� \I e5 N.T,S. ,� T 7 'IA ER CLOSETS GRAB BARS TO COMPLY WITH TABLE 600.5 OF THE IGC/ANSI AII7.I-1998 TOILET STALLS TO COMPLY WITH TABLE 604 OF THE ICG/ANSI AIH -19118 Z_ O J LH J z Q Lu CL REVISIONS COMMERCIAL PROJECT FOR STANLEY MALON MAIN STATE ROAD (N)S 25) GUTGHOGUE, NY date fREp 04-18-05 o°E GFs ,A drawn b rp H9 r y s '�_ i DIANA GOING -Z Job no: 4219 r 02001-81-08 ype dw no. 9 A -b �,I �I �Io;rc Seb�Or Arc hiteG� 363 North r5t, N.od Avenue Lindenhurst, N.Y. II�5� 631-226-3708 FAX 226-3088 HE6ARGH@AOL.COM NO. DATE REMARKS 5-25-05 AS TO1NN 6-24-05 AS TOWN -f -6-O5 AS TONIN FINISH SGHC-DUCE AND DETAILS ROOM FIN 15H 50HE17ULE NO DESIGNATION FLOOR HALLS CEILING REMARKS MATERIAL BASE NORTH EA5T SOUTH !NEST MATERIAL HST A -F RETAIL SPACE G V PSB POB PGB PGB AT -I q110" PAINT G OFFICE GT GT PGB PGB PGB PSB P65 MARBLE PUSH/ PULL HARDNARE UNDERCUT I" H TOILET ROOMS GT GT ��GB Yf,6E3 SB pGB 6,T-2 8'-O" G.T. UP TO 4'-O = STAIR TO EASEMENT PG G PGB PGB POB PGB AT -I VARIES SEAT J STAIR TO OFFICE WOOD V PGB PGB PSB PGB PGB VARIES AT- I DIMENSIONS SHONN ON PLAN V 21/2" HIGH RUBBER OR VINYL BASE W/COVE uI AT -2 OULET 15" MIN A F F z z - BOBRIGK B-334 ROOM FINISH N07E5 -NOTE- ALL FINISHES BY OWNER. Z�OOR 17E7AlL5 A 16 GA, HOLLOW METAL FACTORY PRINTED 2 GOATS FINISH ENAMEL SELF GLOSING, LOGK PANIG HARDWARE WEATHER STRIP INSULATED F ALUMINUM 8 GLASS ENTRANCE DOORS 1/4" TEMPERED GLASS AEATHERSTRIPPED O EXT SELF GLOSING w/ LOGK & PANIG HARDINARE 5 SOLID GORE FLUSH WOOD PAINT GRADE BIRGH I GOAT PRIME I GOAT FINISH ENAMEL N LAMINATED SAFETY GLASS DOOR GONGEALED HARDWARE SELF GLOSING LOGKABLE HOLD OPEN DEVICE NOTE ALL HARDWARE TO BE LEVER TYPE AS PER A.D.A. w 16 GA. HOLLOIN METAL FAGTORY PRIMED 2 GOATS FINISH ENAMEL SELF GLOSING, LOGK WEATHER5TRIPPED H SLIDING ALUM GLASS DOORS SAFETY GLASS LOGK D rE 16 GA. HOLLOA METAL FAGTORY PRIMED 2 GOATS FINISH ENAMEL SELF GLOSING, LOCK I /2HR FIRERATED W/ LOUVRE 11 16 GA. HOLLOW METAL FAGTORY PRIMED 2 GOATS FINISH ENAMEL SELF GL05IN3, LOGK I /2HR FIRERATED UL. NO IOC, 17008 5CHE17ULE VGT 12''xI2"x/6" VINYL GOMPO51TION TILE ARMSTRONG, GAF OR APPROVED EQUAL 51ZE TYPE FIN BUCK �5ADV. REMARKS PB ELEVATOR GARPET - GARPET. FURNISHED AND INSTALLED BY OTHERS. I -q FRONT ENTRANCES 34X10X13/4 F PRE -PIN G PG'B PANIC, HARDWARE LOOK SELF CLOSING GT UNGLAZED GERAMIG TILE AMERICAN OLEAN OR APPROVED EQUAL J A PAINT A ALUM. PANIC, HARDWARE, LOCK, SELF GLOSING 3-30 O O QT QUARRY TILE 3 b MARBLE PUSH/ PULL HARDNARE UNDERCUT I" 31 OFEIGE VGB LL PT PORGELAIN TILE - THIN SET LOGK.PANIC, HARDWARE SELF CLOSING 2-31 BASEMENT 3°X6a X13/ = GL b G UHIFINISHED GONGRETE - AMERICAN STANDARD GADET ELOI16ATED BONL PG PAINTED CONGRETE - 2 GOATS GONGRETE PAINT SEAT TRANSFER HGLAV-I LAVATORY UNF UNFINISHED n GOO5ENEGK FAUCETS H/WRIST BLADE HANDLES SDE GB- GRAB BAR i?,i: - 1-1/2" O STAINLE55 STEEL GRAB BAR 33" MIN. AF F. AT- I DIMENSIONS SHONN ON PLAN V 21/2" HIGH RUBBER OR VINYL BASE W/COVE uI AT -2 OULET 15" MIN A F F z z - BOBRIGK B-334 GT 6" H GERAMIG TILE A/COVE BOTTOM bD- SOAP DISPENSER N - BOBRIGK B -III 5.5. GLEAR FLOOR 5FAGE w PGB D] GT 6" H QUARRY TILE AIGOVE BOTTOM O GARP 4" H GARPET W/BEADED EDGE TO MATCH FLOOR EX1P Z�OOR 17E7AlL5 A 16 GA, HOLLOW METAL FACTORY PRINTED 2 GOATS FINISH ENAMEL SELF GLOSING, LOGK PANIG HARDWARE WEATHER STRIP INSULATED F ALUMINUM 8 GLASS ENTRANCE DOORS 1/4" TEMPERED GLASS AEATHERSTRIPPED O EXT SELF GLOSING w/ LOGK & PANIG HARDINARE 5 SOLID GORE FLUSH WOOD PAINT GRADE BIRGH I GOAT PRIME I GOAT FINISH ENAMEL N LAMINATED SAFETY GLASS DOOR GONGEALED HARDWARE SELF GLOSING LOGKABLE HOLD OPEN DEVICE NOTE ALL HARDWARE TO BE LEVER TYPE AS PER A.D.A. w 16 GA. HOLLOIN METAL FAGTORY PRIMED 2 GOATS FINISH ENAMEL SELF GLOSING, LOGK WEATHER5TRIPPED H SLIDING ALUM GLASS DOORS SAFETY GLASS LOGK D rE 16 GA. HOLLOA METAL FAGTORY PRIMED 2 GOATS FINISH ENAMEL SELF GLOSING, LOCK I /2HR FIRERATED W/ LOUVRE 11 16 GA. HOLLOW METAL FAGTORY PRIMED 2 GOATS FINISH ENAMEL SELF GL05IN3, LOGK I /2HR FIRERATED UL. NO IOC, 17008 5CHE17ULE NO LOCATION 51ZE TYPE FIN BUCK �5ADV. REMARKS E ELEVATOR 3°X(�X1514 FURNISHED AND INSTALLED BY ELEVATOR GONTRAGTOR I -q FRONT ENTRANCES 34X10X13/4 F PRE -PIN G ALUM. PANIC, HARDWARE LOOK SELF CLOSING 10-22 REAR EXIT 34X1°X13/4 A PAINT A ALUM. PANIC, HARDWARE, LOCK, SELF GLOSING 3-30 TOILET ROOMS 30X6"X1514 B PAINT b MARBLE PUSH/ PULL HARDNARE UNDERCUT I" 31 OFEIGE 3°XeX1514 B PAINT b LOGK.PANIC, HARDWARE SELF CLOSING 2-31 BASEMENT 3°X6a X13/ = PAINT b LOCK PANIC HARDINARE SELF CLOSING PAINTED GONGRETE BLOGK - 2 GOATS GONGRETE PAINT ON ONE GOAT FLOGK FILLER %2" FIREGODE 'G' OR 5/a" TYPE 'X' 6YPSUM BOARD TAPED, SPAGKELED, SANDED SMOOTH, 2 GOATS FIELD APPLIED LATEX PAINT !/2 FG 'G' GYP. BD. TAPED, SPAGKELED, SANDED SMOOTH, FIELD APPLIED VINYI_ OVER SIZING 14 " GLEAR GLASS - TEMPERED AGOU5TIGAL TILE HUNG IN REGE55ED WHITE GRID 2'x4' TILES TO BE ARMSTRONG GIRRUS AGOU5TIGAL TILE HUNG IN REGE55ED GRID 2'x2' TILES TO BE ARMSTRONG GIRRUS GYPSUM BOARD. TAPED, SPAGKELED, SANDED SMOOTH, 2 GOATS LATEX PAINT - ARTE BENJAMIN MOOREGUARD OR APPROVED EQUAL. EXPOSED GONSTRUCTION - FAINT 2 GOATS FINISH ENAMEL NHITE 1700R BUCK 17E7AIL 16 GA HOLLOW META FACTORY PRIMED 2 GOATS FINISH ENAMEL ANGHORS - MIN 3 PER JAMB 5UILDIN6 CRITERIA b 16 SA HOLLOW METAL FACTORY PRIMED 2 GOAT5 FINISH ENAMEL ANGHOR5 - MIN 3 PER JAMB \� GAULK l i PRE -FINISHED ALUMINUM AS PER THE BUILDIIIG GODE OF NEIN YORK STATE OGGUPANGY GLASSIFIGATION: MERCANTILE (STORE5) GROUP 'M', OFPIGES GROUP 'B', STORAGE GROUP '51' PER GOI15TRUGTIONTYPE SII B MINIMUM FIRE RESISTANGE_REOUIREMENT5 OF STRUbTURAL ELEMENTS AS PER TABLE 601 BUILDING ELEMENT HOURS STRUCTURAL FRAME INCLUDING COLUMNS, GIRDERS AND TRUSSES O BEARING INALLS EXTERIOR O INTERIOR 0 NON-BEARING WALLS H PARTITIONS EXTERIOR 2 (NOTE INTERIOR O ALL FIRE -RETARDANT TREATED WOOD TO COI-IPLY WITH FLOOR GONSTRUGTION SECTION 23032 OF THE BUILDING, INC LUDIING SUPPORTING BEAMS AND JOISTS O GODS OF THE STATE OF NEW YORK ROOF G01\15TRUGTIOIN INGLUDING SUPPORTING BEAMS AND JOISTS O GENERAL NOTES -ALL MATERIALS, AS5EMIBLIES, 6ON5TRUGTION, 8 EQUIPMENT SHALL GOIINFORM TO THE REGULATIONS OF THE BUILDING CODE OF NEW YORK STATE 6 SHALL CONFORM TO GENERALLY AGGEPTED STANDARDS -ALARM AND SMOKE DETECTION SYSTEM TO BE INSTALLED A5 PER THE BUILDING GODE OF MEN YORK STATE FIRE GODS CHAPTER g -SPRINKLER SYSTEM NOT REQUIRED AS PER BUILDIIN6 GODE OF THE STATE OF NEW YORK SECTION 903 INTERIOR FINISHES I. ALL INTERIOR FINISHES TO GONFORM TO THE BUILDIIN6 CODE OF INEIN YORK STATE AND SHALL BE INSTALLED AS PER GENERALLY AGGEPTED 5TAINDAR05 2 ALL INTERIOR NALL AND CEILING FINISHES TO BE GLA55 'A' FLAME SPREAD RATING OF 0-25 3. ALL INTERIOR FLOOR FINISHES TO BE GLASS I (GARPET, TILE, HOOD FLOOR, ETC.) 4. ALL INTERIOR TRINI TO BE NON-COMBUSTIBLE, OR FIRE RETARDANT 5 DRAPERIES, BLINDS, HANGINGS, AND OTHER DECORATIVE MATERIALS SHALL BE NON-GOMBU5TIBLE, OR FLAME RESISTANT 6. PLASTIG MATERIALS MAY BE USED IF THEY GONFORM TO GHAPTER 26 16-22 TO BE 3/4HR, FIRE RATED IV2HR FIRE RATED I/2HR. FIRE RATED TOILET ROOM DETAIL 5GALE Sig"= I' -O" MI 5 D, HG LAV. -1 FLU5H MARBLE SADDLE . PTD — ay- o .r TTD � sn),= 54"MIN NG -1 36" MIN. 5'-g 12"MAX 42" MIN 1, — 24" MIN PROVIDE 2"x10" WOOD BLOCKING IN WALL G.B- TYP FOR HANDRAILS NOTE: ALL FLG ITEMS MUST COMPLY WITH ICG/ANSI All-I.I-1998 REOUIREMENT5 TOILET ROOM AI0R1'SCHEDULE NG -I NATER CLOSET - AMERICAN STANDARD GADET ELOI16ATED BONL TOILET Il"H EL I6/PA WITH OPEN FRONT GHURGH SEAT TRANSFER HGLAV-I LAVATORY - AMERICAN STANDARD LILY COUNTERTOP n GOO5ENEGK FAUCETS H/WRIST BLADE HANDLES SDE GB- GRAB BAR i?,i: - 1-1/2" O STAINLE55 STEEL GRAB BAR 33" MIN. AF F. DIMENSIONS SHONN ON PLAN TD- TOILET TISSUE DISPENSER uI - BOBRIGK B--bLg9 OULET 15" MIN A F F PTD- PAPER TOWEL DISPENSER - BOBRIGK B-334 54" A.RF, MAX TO BOTTOM bD- SOAP DISPENSER IRI: - BOBRIGK B -III 5.5. GLEAR FLOOR 5FAGE MI_ MIRROR TILTED - BOBRIGK 52g3 #1830 GRAB BARS TO COMPLY WITH TABLE 600.5 OF THE 16G/AN5I Al" I-1998 7-24-06 SHOWING UNFINISHED CONCRETE ON RETAIL SPACES FLOORS REVISIONS No. DATE REMARKS 5-25-05 AS TONN 6-24-05 AS TOWN 1-6-05 AS TOWN 8-I5-05 GONTi RAGT SET COMMERCIAL PROJECT FOR STANLEY MALON MAIN STATE ROAD (NY5 25) GUTGHOGUE, NY FINISH 5GHEDULE AND DETAILS TOILET STALLS TO COMPLY WITH TABLE 604 OF THE IGG/ANSI Al l -I I-Igg8 HarcI6 E. Seb�0rb 363 North Kellwood Avenue Llndenhur5t, N.Y. 11157 631-226-3108 FAX 226-3088 HEGARGHgYAHOO GOM z O J W J Z_ W D_ date: 04 -18 -OS drawn by DIANA GOMEZ job no: 02001-81-; dwg no —g 42" MIN ay- ¢ sn),= 54"MIN 36" MIN. c 12"MAX 42" MIN 1, — 24" MIN TRANSFER _�2-' �f n SDE '$i i?,i: __ uI r E IRI: m GLEAR FLOOR 5FAGE -� iR LJ 60" MIN Iq—I n Vr, 5RAE3 5ARS N.TS. VVATER CLOSETS N.T5. GRAB BARS TO COMPLY WITH TABLE 600.5 OF THE 16G/AN5I Al" I-1998 7-24-06 SHOWING UNFINISHED CONCRETE ON RETAIL SPACES FLOORS REVISIONS No. DATE REMARKS 5-25-05 AS TONN 6-24-05 AS TOWN 1-6-05 AS TOWN 8-I5-05 GONTi RAGT SET COMMERCIAL PROJECT FOR STANLEY MALON MAIN STATE ROAD (NY5 25) GUTGHOGUE, NY FINISH 5GHEDULE AND DETAILS TOILET STALLS TO COMPLY WITH TABLE 604 OF THE IGG/ANSI Al l -I I-Igg8 HarcI6 E. Seb�0rb 363 North Kellwood Avenue Llndenhur5t, N.Y. 11157 631-226-3108 FAX 226-3088 HEGARGHgYAHOO GOM z O J W J Z_ W D_ date: 04 -18 -OS drawn by DIANA GOMEZ job no: 02001-81-; dwg no —g HIT f �I "TIG y_Sil."M;17gTAI, G. SCALE !/4 11=11-011 WPFOLK COUNTY HEALTH DEPT. GREASE TRAP DETAIL N.T.S. R.P.Z. DEVICE DETAILS N.T.S. 6 AFI - __-_- _c r.,TEM DF`, CN- —___ 24"N CAST IRON B 1_1_> - CA5'I" IF;.TN F RAP'IC , SANITARY `,'rI L FRAME AND GOVER' WILle-.__._ nFnunrvce H-lwrc COVEP5-WATER$ IN_LL.T FI, IIT -DRY STORES C� 01 C P.D -WE T STOREEI- CJI , C..P.D, z.'� WATER B D GO _ _ --'y �,n'��IN' rnL•.E uv<nevlcs vnLve F ,A' FlhlrFl • EL+135',, p" —GRADE 113.0 E� TIGHT m? l "� '' INV. +12.0 F4AX. INV. +ICs -FIN. (]RAF -'r -NON-MCD G AL 1, FFGES O,OFJ i; .P D z ' �.H CAST IRr7N, I I ....� - _ - - - - _ ----- ,� `4F'PIPE,rb�.T. _''' _ - _ _ - 1 GROUND WA II FL' MANAvEP4ENT ZONEIV- 12,0 V ADE - J L- III-III—=III--T Ou I .P.D/ACRE L<3GA 'n: I- = t4a C'.P.D ALLOWA2L_E m GL_an y--rRAPEIc BEARING Xks klLl„ �J [YJr.rE5i1L ll OF 4+125.,, — —FLO � - —INV. x1133 III III— AL ABLE ' n� 6" TI11GK FRET-F+�iT __rrvFrv+ INV. -:---INV. e iHICK.R6.TRAFFIC,I F' PROPOSED CI CC.. SHOPPING CENTER NO TENANT -5 A F THIS TIME pveR n, y u —III III III = PITCH ON, F<"/FT. - - -�� III = DESIGN ASSUMED r:,. 4,060 5 F DRY `_,1 c )FES x r)5 21.L 4___= ry -FLow uNe -FLOW r -ROM eulLol u' $ , L9 - W 4"S PVC, PIPE- PI ,GH DNj %q /f' - T I L III•— — _ cycJ['3 S.F WJFF C EI T (-:, 'PAGE X l5�_ = Iq 146 SEO"WER RY I=- N�' _ b•m GLiA55 2400 PIF' 4 wslL cLenvuuc___ 0 11 r 12' 2' D x 24 WIDE (. PF_NIN� - I I --III- w ., ` -J W PITCH W PEP FOOT ,035 P'.L e"mr-iIN. E n - _},�-- 9 p v x IO'_J"H �=1 INV ,12.22 I - III V a NV II 1. O PLAN �LEVATLON V METE E'AFFLE LFAC,HIN6 POOLS d s _ 5t�5 - 1.5= - qqO LF OF 8'-O"41 LEAOHINC I'OOL5(5,lo LF 25 5F/FT= I5.b LF) III - '-r�, EXPAN310N POOL In =J o'O PREGAbT ,:ONC. sLWr+N+l JETw�e� J P,-P',D x 5'-0 H SOLID hIN(. a -O'4' x 10'-O"DP USE 2- 8 -C ln� iC /_7'-L1"H LEAI�H NG P( -1l "� - �'U LF (� N_—_._. S SOLID RIN B IN..TALL SHUT -11FF VALVE ON INLET PIPE BEFORE - I—III SEPTIC. TANK 1,200 oAl. 41 L DEVICE ON ALL RFQUIREMFNT5 ,l PLUS I- EXPAN-dON POOL I L)EVICE MIrT BE PROTEGTEP FROM FREEZING. (4 O" LIQUID DEPTH) _ < _ _ _ 2, TEST COGK`� MIST BE PO5111ONED TO FACILITATE TE5TING a DEVICE INSTALLATION TO MEET ALL N)5 IF IT -' F(OTE--.— — -L gO TT,IM OF POOL � - •) c _ � 3, INSTALL GRAVITY DRAIN SIZED AS RE BRED B'Y MAXIMUM FLOW, 6 C,(AUNTY GERI IFIED 'FESTER HFNE5T RECQRDEP WATER LEVEL --f�. =I I TTI I=III-I I I- - SEPTIC TANK I_ BE ✓ DAYS FLOW (?�` I='AI_ x 1 = fc,) a CiySEN S.G,N.Ly. ON $-(O-2QO2 - - b" THICK PREGA'3T 4. BRAINS MUST BE SCREENED, PROTECTED FROM FREEZING 1 10 DEVICE MIST BE TESTED AT LEAST ANNUALLF I 5',W 4'FROM WELL NO. 55-3`329 --III-III-III--III=III-III- -O THICK RG. BOTTOM SL rf' - NEED 1170 I ,AL. 13EPTIC TANK LEAC"NTNG P' DCLL`�: ^ GONG FSOTTOM SLAB `_,11PPORI ED AS MAINTENANCE MU BT A N.Y.S.H.0 -- — — =A1 ////�. MINIMUM GREASE TRAP F-,-O"-O" OP `) PRQPF.R MAINTENANCE MUST BE PERFORMED ON DEVIr_E II DRAINAGE L BE F NE6'JE WITH EFFLUENT' VISIBLE. Q III--III—III—I --_ �1—.- ELi3.0 (1) 0' _O" 0 X 5'_O"H (4'_O"L D) 3'-rte"Q7 L.P. = <1S SIS FT. FC?0T TO BE USED UP TO 2000 GAL PER N DEVICE MUST BE FROM APPROVED NT'S-LIST 12 ROTATE5"FE* VADJES IF NECESSARY' TO MAINTAIN - INTERIOR INSTALLATIONS. 4B" HEIC FIT 600D FOR 2(%`) I= ALL ON5 PAY' DESN IGFLOW 1. INSTALL BALL VAL VE5 (TF RESILIENT WEDGE 'JALVE5 AS REQUIRED 13 DEVICE MUST BE `SUPPORTED. NAI EP. .' IEVEL- -F _ SUFFOLK COUNTY HEALTH DEPT. NOTES DRAINAGE CALCULATIONS TEST HOLE —- HEALTH i>EFT. AFFROVAL I `I�P'CAA�1.''r%�.l�i!�.L SECTION - DRAINAPPE A'� PER TOWN CA ' OUTH01-F 162 RAINFALL -.112' ALL I2 EL 12,0 GRADE C Nr' _10 -OOII L .ALL. PRCGAST UNITS OF THE SANITARY SYSTEM TO BE AS H5: BIJILI IH r;, PAVING LAND`,' Af-DINcr-.L_ 3 - - PRAPre eeeATE-FLIXFHMT I �, RUN OFF EAI;, FO ? 1 1 1, . 694°OFAPFiJYfDFiWL MANUFAC [JRECI BY WELLMADE C;O. INC OF, APPROVED EQUAL SAND/LOAM c8 DR-YWELL ,AF,A TTY 1011 C'F'YWFLL.S: e 1 .4 F/FT, 81D DW. 9? <J4 CF!FT frMA°,usmENr 2. THERE WILL BE NO INDJSTRAI WASTE INTO THIS SYSTEM -- R. LO wlTtr,,,N — -- --.— — cPe+' NTN@ _ - '\ 1 S , +I j' LOAM/5AND - ,w " "K, THERE WILL BE NO CONTAHINATE I - WA JTE5 RETUIRNED TO THE BUILDING';: --------- - l,i lj? S EX IZ G.F.XLO-11_)34 C F. r °ac�Ng"� O'HPE wN r - RETPJTEP IC,.ATICJN c,% 'T - I IMOIIIN PT W mN s4' ` - �\ i!IL I1NLE5`5 APPR.CVED BY rHE BOARD OF HEALTH. 1084 L. F. TL.JTAL i (�P%.4<' 15.84 LF _I aTa,+>dErtAL ,� R_ of �;,NnAF'Y' rSrErt 4, MAINTAIN CLEARANCES AS �FHOWN ON PLAN. 6 H,5 COAP5E 5A.ND - ANDSGAPINv APER -I'1,S C,'SC-K I:' c=F.X.IJ3 E; I, .F DFAIN TO PAVING T $r ''"M°"' ' 1 F__ T 5' ALL PIPING USED IN THE SANITARY SYSTEM 5HALL MEET _ ! R vnwneL.E °IAe1erER ' HO ,� ! -I �� A , , -�� S Fri, C.F. TO] AL /-_ CP CXGEEL L.OIv7MERi,IAL STANCARL..5 Cl ASI.T 2400 _EWER PIES WATER/SAND f „ems PAVED AREA: -- ' l �2 S F '<.L GFX 5c� . 2,`1='1 C. F IBJ° LL 0) b. THERE WILL BE NO FF'IVATE WATER 5UFPL IE-?. I a' ' L MLL ��-'� > FUHLIC WAFER .� W ' ,',, i; LO✓tbT YY A Y'MINENIL m RV,G. PIPE, ' z _ - __ -- `�-- 6R/JN° MER r AND ANY UNIT OF THE SANITARY SYSTEM. 1 ?l C5 L.F. T%!TAL Of a i 14/1LALIVERr- l PLAN 2"rP HAT I EXI5TIN6 N ,DONALD CEOSGIENGE �SRVIGE NHP NEW HIGH POINT --E- ELECTRIC _ WOOD FR E 5ERVIGE SEE 51 TE FOR LOCA" 1nNE, 5TRUCTURE z FA OJ TO CONFORM TO TOWN OF 5011THOLD SPECS A TEFTH d uRAOEP AS PER SIZE PLAN _ _ PF_0PER FY AREA - TO DE RI MOVED'— THE II W SITE NOTES SITE CRITERIA 6 -.. - FPOF ERTY LINE AND NO LEACHING POOL5 WI THIN 100 FEET (A) W&5RADF 5HALL BE TO CF o C F ROI -I P TY Z, PubL F NERAL E I ALL SITE WORE: "SHALL CONFORM TO THE LATE51 TOIAN Or `_-CVTHOLD PLANNIN( BOARD J FRL 7PER1 Y LOCA IED IN (, U"I C HOGUE (-)F 1 HE PROPERTY LINE UNL EJ5 SHOWN ON PLAN f� it 5 GN WHICH PEAD5 SPEGIFIGATION5 6 STANDARDS W 19 " YY r z _ - __ -- `�-- NEJLN EI E VATIIC --kPi NATER. I INE r AND ANY UNIT OF THE SANITARY SYSTEM. NTI-+ NEW'TI,IF TI` kGAS LINE ?l C5 L.F. T%!TAL Of a i 14/1LALIVERr- 1= CL PLAN 2"rP HAT GURLH OF FRAME N ,DONALD CEOSGIENGE �SRVIGE NHP NEW HIGH POINT --E- ELECTRIC 4. oS 5ERVIGE SEE 51 TE FOR LOCA" 1nNE, II z FA OJ TO CONFORM TO TOWN OF 5011THOLD SPECS A TEFTH d uRAOEP AS PER SIZE PLAN _ _ PF_0PER FY AREA - 53,Y)2 L THE W W SITE NOTES SITE CRITERIA 6 MIM S' DI FVc �Tp S FIT -H Ir.T !F1 - FPOF ERTY LINE AND NO LEACHING POOL5 WI THIN 100 FEET (A) W&5RADF 5HALL BE TO CF o C F ROI -I P TY Z, PubL F NERAL E I ALL SITE WORE: "SHALL CONFORM TO THE LATE51 TOIAN Or `_-CVTHOLD PLANNIN( BOARD J FRL 7PER1 Y LOCA IED IN (, U"I C HOGUE (-)F 1 HE PROPERTY LINE UNL EJ5 SHOWN ON PLAN f� it 5 GN WHICH PEAD5 SPEGIFIGATION5 6 STANDARDS / ONE WAY - DO PIOT ENTER"- �- �_� (BP PAGE CCURsL SHALL BE 4' CRU'RED 5TON BLEND (WMPAGTPDJ 2 THE coHTRACa OR SHALL NOTIrr TOE TOWN LNCINLERINC, DIVISION Ar LEAST 24 HOUR, TL)INN OF '?_UTHHOLD, , ., '.,.,'. U NI, 025 tv NE._.I2u - E>;ISTIWG MOPIUMENT —___. BEFORE U,FII-0EN,.EI TENT OF ANi ON SITE DP.AIN wE, CURB OR PAVlllo WORM - - '-J -L. t ( Y(1F' HEN TF JI Ic 4JN I Y NFW K CU1,110E LAND'SGAPEb AREA ) "' ���Y �'J PASSIBLE FUTURE I - - - - (C) IJP GUIIRAE SHALL BE X ASPALII,, UGH,RETE (CONFATTED) TESIVHED A, N LS I° n„ -O" DEEP -'-- PL ATFLDIN ELEVATION --EXJJT NI IONC RETE CURB DRYWFLL TYPICAL FOR (II) AT E3UILDINL. 114J r.rzn c.ROSS AC �C'_i"- , l i ,.a_ Tc.uer T -1- I- '. Y H H ,-PARAINA6 AT LEAN _4 PROM BF.FOFE 3 PIE �ONTRAC TOE' SHALL NCTIF THE HI6 WAf I k COlgl4ENGEMENi OF ANY OFF SITE CURB DDENA Y C+RAINAE.F_, LURE ,,JT, APRJPI, OR PAVIN(, IW JRk. '� L..T .P �. ICI[ -1. 4 I� y u i c Na1333 w 19 LE&END WATER.LINE -I. MAINTAIN T -O" MINIMUM GLEARANi f 4� 1�0'. °° ° ^ " LPB \\ ° / ABY / �St ✓F' n ' Oq}'1 S°,, e, 4, e Hf '\ M1� wF. •° •� •° °,(3'° E 1 O O Np O O / O,PP'-- \ /'C �."`'°i5 \� \ �.q�,+y `M " S°• ` 4°2 . e oo� 4. • V j \ l A `�6` 9S� ee a / w.rygy ti V " - 9_ia25 -F-� . SURVEY OF RTY- SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-97-05-4.5 SCALE 1"=20' JANUARY 24, 2006 FEBRUARY 26, 2006 ADDED PROPOSED 2nd STORY JULY 13, 2006 FINAL SURVEY AREA = 53,821.43 sq. ft. 1.236 CIE. SEPTIC SYSTEM MEASUREMENTS COVER CORNER QA CORNER QR SEPTIC TANK 26, 22, �I_iPFJLC r'". I!': \'PFP,` . ,:'F1FAL'eH SERVICES SEPTIC TANK 22, 215, (INLET) P �-- � r. �H!� 33.5' (OUTL GREASE TRAP 17' 37, (INLET) � 7 )li:,; 44.5' 31.5' L LEACHING POOL #1 35.5' � LEACHING POOL #2 48.5' 44' ,T 66' 60' LEACHING POOL #4 62.5' TCA' ,u_ TFOLD 67' 45.5' SURVEY OF RTY- SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-97-05-4.5 SCALE 1"=20' JANUARY 24, 2006 FEBRUARY 26, 2006 ADDED PROPOSED 2nd STORY JULY 13, 2006 FINAL SURVEY AREA = 53,821.43 sq. ft. 1.236 CIE. SEPTIC SYSTEM MEASUREMENTS COVER CORNER QA CORNER QR SEPTIC TANK 26, 22, (OuRET) SEPTIC TANK 22, 215, (INLET) GREASE TRAP17 5' 33.5' (OUTL GREASE TRAP 17' 37, (INLET) DISTRIBUTION POOL 44.5' 31.5' OU LE LEACHING POOL #1 35.5' 41' LEACHING POOL #2 48.5' 44' LEACHING POOL #3 66' 60' LEACHING POOL #4 62.5' 48.5' LEACHING POOL #5 67' 45.5' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 5 PREPARED, AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- FLTION CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED PREPARED STANDARDS P�\ n Jos' ;.!Ingegno Land urveyor Pile Surveys — Subdivisions — Ste Plans — Coaetruahon Layout PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 322 ROANOKE AVENUE P.O. Box 1931 RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 44 S 1001 F A3. s�o S',q • F i A sO . CLQ SURVEY OF PROPERTY SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-97-05-4.5 SCALE 1"=20' j.1 8 JANUARY 24, 2006 AREA = 53,821.43 sq, it. 1.236 ac. NOTE 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THI EXISTING CONTOUR LINES ARE SHOWN THUS: — -- —5— — -- 1 fl - FIRST FLOOR GARAGE FLOOR 1.. - lop OF CURS III - BOTTOM OF CURB PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABU511FD BY THC LIALS, AND APPROVED AND ADOPTED FOR SUCN H USE BY THE NEW YORK STATE LA TITLE ASSOCIATION, Of In, r 4 UNAUTHORIZED ALTERATION OR ADDITION o w Q'Py YORK SEC 7209 Of FEE NEW YORI( SPATE SE Jose tA g yo a P -- N e^ a Land S r tl`, e yor EMBOSSED SFAL 5 ALL NOT BE CONSIDERED JE TO BE A VALID TRUE COPY kC • ° • ° • 9° �LHQ 4^,P 15 PREPARED, ANO ON HIS DEIIALF TO THE O - Site PIBNS - Construction Layout TITLE COMPANY, GOV_ 'PLAL AGENCY ANO LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES of THE LENDING INSTI— PHONE (631)727-2090 Fox (631)727-1727 IUNONCI.RTIFICATONS ARE NOT TRANSFERABLE +J MAILING ADDRESS THE EA ISTENCE OF RIGHT OF WAYS 322 ROANOKE AVENUE P 0. Be. 1931 AND/OR EASEMENTS OF RECORD, IF -- 1_.,. „nm Rwa.ha d New York 11901-0965 ° 9Q °1 0. , m 9 e° cON To ° 0 Pry Lq HL 9� Nr Z Q'r • ' ,. ° ,° I• .. ,. a.° e° sys �6 2 ' 92 A3. s�o S',q • F i A sO . CLQ SURVEY OF PROPERTY SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-97-05-4.5 SCALE 1"=20' j.1 8 JANUARY 24, 2006 AREA = 53,821.43 sq, it. 1.236 ac. NOTE 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THI EXISTING CONTOUR LINES ARE SHOWN THUS: — -- —5— — -- 1 fl - FIRST FLOOR GARAGE FLOOR 1.. - lop OF CURS III - BOTTOM OF CURB PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABU511FD BY THC LIALS, AND APPROVED AND ADOPTED FOR SUCN H USE BY THE NEW YORK STATE LA TITLE ASSOCIATION, Of In, r 4 UNAUTHORIZED ALTERATION OR ADDITION OF THIS SURVEY IS A VNEW '414 /y ^ae�no YORK SEC 7209 Of FEE NEW YORI( SPATE SE Jose tA g EDUCATION UW -- COPIES OF THIS SURVEY MAP NOT BEARING RIE [AND 5URVEYOR5 INKED SEAL OR Land S r tl`, e yor EMBOSSED SFAL 5 ALL NOT BE CONSIDERED TO BE A VALID TRUE COPY CERIIFICATIONS INDICATED HEREON SINLL RUN — ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED, ANO ON HIS DEIIALF TO THE TRIO Surveys - Subdivisions - Site PIBNS - Construction Layout TITLE COMPANY, GOV_ 'PLAL AGENCY ANO LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES of THE LENDING INSTI— PHONE (631)727-2090 Fox (631)727-1727 IUNONCI.RTIFICATONS ARE NOT TRANSFERABLE OFFICES LOCATED AT MAILING ADDRESS THE EA ISTENCE OF RIGHT OF WAYS 322 ROANOKE AVENUE P 0. Be. 1931 AND/OR EASEMENTS OF RECORD, IF -- 1_.,. „nm Rwa.ha d New York 11901-0965