The URL can be used to link to this page

Home My WebLink About40882-Z �4��11FFOtq-C Town of Southold 12/1/2017 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39368 Date: 12/1/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 100 Bay Rd., Greenport SCTM#: 473889 See/Block/Lot: 43.-5-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/21/2016 pursuant to which Building Permit No. 40882 dated 8/4/2016 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: ONE FAMILY DWELLING WITH GARAGE AND BOAT STORAGE UNDER, REAR DECK, SECOND FLOOR BALCONY, COVERED ENTRY, OUTDOOR SHOWER UNDER DECK,AND ROOF TOP TERRACE WITH STORAGE SHED,AS APPLIED FOR The certificate is issued to Menchini,Gino of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0051 10-20-2017 ELECTRICAL CERTIFICATE NO. 17-45992 09-20-2017 PLUMBERS CERTIFICATION DATED 09-08-2017 rad Piec ch ut ed Signature Town of Southold 12/1/2017 o P.O.Box 1179 53095 Main Rd o4�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36369 Date: 12/1/2017 THIS CERTIFIES that the building HOT TUB Location of Property: 100 Bay Rd., Greenport SCTM#: 473889 Sec/Block/Lot: 43.-5-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/21/2016 pursuant to which Building Permit No. 40882 dated 8/4/2016 t 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: ACCESSORY HOT TUB AS APPLIED FOR The certificate is issued to Menchini,Gino of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40882 11-29-2017 PLUMBERS CERTIFICATION DATED Au oriz Signature ,ASSTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40882 Date: 8/4/2016 Permission is hereby granted to: Price Jr, William PO BOX 149 Greenport, NY 11944, To: construct a new single family dwelling and install an accessory hot tub as applied for per SCHD, Trustee, and DEC approvals, with flood permit. Two COs required. At premises located at: 100 Bay Rd., Greenport SCTM # 473889 Sec/Block/Lot# 43.-5-10 Pursuant to application dated 6/21/2016 and approved by the Building Inspector. To expire on 2/3/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,760.40 CO -NEW DWELLING $50.00 CO - SWIMMING POOL $50.00 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 er $100.00 Tot $3,210.40 uildi g'Ins ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,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. New Construction: t/ Old or Pre-existing Building: (check one) Location of Property: 100 1>n-1( V-0 V C�efE 6j txgq House No. Street Hamlet Owner or Owners of Property: LL -p1 2-1C C 42:9-- Suffolk County Tax Map No 1000, Section 4Z Block Lot C Subdivision Filed Map. Lot: �! f Permit No. U Date of Permit. Applicant: ' ffcLik''//— Ueaeo C�att l Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �0 . AIM *plicantre Certificate of Compliance _....................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC.. + 188 PARK AVENUE = ' AMITYVILLE, NY 11701 = P: (631) 598-5610 - ........................................................................................................................................................................................ CERTIFIES THAT Upon the application of Upon premises owned by MJM Electrical Corp. `Mechini Residence " PO BOx 545 100 Bay Road Quogue, NY 11959 Greenport, NY 11944 _ Located at: 100 Bay Road; Greenport, NY 11944 = _ Application Number#: 17-45992.• Certificate#: 17-45992 Electrical License#: 42868-ME Section: Block:' Lot: Building Permit#: 40882 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New House/Air Conditioning A visual inspection of the premises electrical system, limited to electrical devices and wiring to•' the extent detailed'herein, was conducted in accordance with-the requirements of the,applicable, code/or standard promulgated by'the State_of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and,found to be in co_m_ plias"ce therewith on the 20th day of September 2017 Name QTY Meter-200 Amp, 240V 1 = GFI Receptacle 15 Amp, 120 V 19 - AC Blower- 15 Amp,'220V- 9 Steam Unit Circuit- 50 Amp, 220V'' 1 ARC-Fault-20 Amp, 120V 20 _ ARC-Fault- 15 Amp, 120V 17 GFI Circuit Breaker-20 Amp, 120V 3 Switch - 15 Amp, 120V 27 Electrical Inspector: Anthony Giordano ;APPROVED SEP 2 5 2017 ZJII,DING DEPT- WN OF S0=01PThis certificate is not.valid unless raised seal is present. Certificate of Compliance ..................................................................... .................... ..... .......... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ......... .................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by MJM Electrical Corp. Mechini Residence PO BOx 545 100 Bay Road Quogue, NY 11959 Greenport, NY 11944 Located at: 100 Bay Road, Greenport, NY 11944 Application Number#: 17-45992 Certificate#: 17-45992 Electrical License#: 42868-ME Section: Block: Lot: Building Permit#: 40882 Name QTY AC Condenser- 30 Amp, 220V 2 Control Lighting System -20 Amp, 120V 1 Dimmer Switch - 15 Amp, 120V 20 Duplex Receptacle - 15 Amp, 120V 52 Exhaust Fan - 15 Amp, 120V 5 Exhaust Hood - 20 Amp, 120V 1 FT LED Fixture - 15 Amp, 120V 4 Furnace Circuit- 15 Amp, 120V 2 Incand. Fixture - 15 Amp, 120V 75 Meter-200 Amp, 240V 1 Service Disconnect-200 Amp, 240V 1 Electrical Inspector: Anthony Giordano ................ .4� "APPROVED" i 0 E 1�3 C�C�L�OaL� T rtificate is not valid unless raised seal isp resent. L BUHZEqG]DEPT. 'TOWN aFsouTHoLD Certificate of Compliance CERTIFIED ELECTRICAL INSPECTIONS, .INC. 4; 188 PARK AVENUE - AMITYVILLE, NY,11701' _ P: (631) 598-56110 = _ = ........................................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by' MJM=Eldctrical Corp. Mechini Residence ; PO BOx 545 100 Bay Road Quogue, NY 11959 Greenport, NY 11944 Located at: 100 Bay Road, Greenport, NY.11944 Application Number#: 17-45992 Certificate#: 1745992 ; Electrical License#: 42868-ME - Section: Block: Lot: Building Permit#: 40882 ; Name QTY Transfer Switch -200 Amp, 240V 1 - UG Service Feeder-200 Amp, 240 V_ 1" Electrical,Inspector: Anthony Giordano - " _a APPROVEDso • � _ �''' - �inumudaaa - This certificate is not valid unless raised seal is present.- SEP '2 5 2017 ; DMDINC ID"T. TOWN OF SOUTHOLD - SOUj�®� o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 •c® ® �o roper.richert(a�town.southold.ny.us lyc.upm,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Menchini (Price) Address: 100 Bay Road city.Greenport st: New York zip: 11944 Building Permit#: 40882 Section: 43 Block: 55 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MJM Electric License No: 42868-ME SITE DETAILS Office Use Only Residential X- Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS El Other Equipment: Supply Circuit with Disconnect for Self Contained Hot Tub (GFCI Protected). Notes: Inspector Signature: Date: November 29, 2017 0-Cert Electrical Compliance Form.xls SO(/j�®lam Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold,NY 11971-0959 cou�+,a�� o mC�CO�C BUILDING DEPARTMENT D TOWN OF SOUTHOLD SEP - 8 2017 BUMDING DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: q/Wl/7 Building Permit No. gb9SZ- Owner. Arno /Jenln; (Please print) -Plumber-:--- { rad Pi coc h - -- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) h Sworn to before me this a+i day of&p�r� , 20-7 Notary Public, SLIdp--R)�k County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,29/B " v �oF So o`o H O old o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [W ZFOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING - [ ] FINAL [ ] FIREPLACE•& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: t r0yi A(i, ( ►!i ox� i� W e DATE L3 2!0 INSPECTOR oo' D 06S Y DF SO�lyo N O COUNi`1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC p ON = [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA (FINAL) REMARKS: 4 PltjwkLTvu Z , "-Y- 0 4 C u OA 'Firgffi i it © V-\/ DATE INSPECTOR J pF SOplyOlo cou N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE f INSPECTOR SOF SOUTy tooGf�'T q 0 • �� COM, TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INblarmUTlulm [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY( P(,,,FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR SO(/lyo �y00UPfi`l,a� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL 'TRICAL (FINAL) REMARKS: �tY� cihhja p 4A r fo DATE b INSPECTOR SOUTyolo -102 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS- Fze7 A4 IN�L 0-S Ah5b "'ur w AIV ® snu )��0�/ DATE 6 INSPECTOR x. O$zvo" �pF SOUIH h�� Ol0 cOUNiY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IMSULATION [ ] FRAMING / STRAPPING [ FINAL At/> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Y S W i -5 if Wo, rj!vx-t �K/ DATE INSPECTOR �O�4Y SOpj�o`o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] NSULATION [ ] FRAMING /STRAPPING [ FINAL Alio [ ]. FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] ,FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] LECTRICAL (FINAL) r R MARKS: C L Ll,jo 4l v-V fih- oz tlnk� �w • I� nwir � Co a cum A R w DATE INSPECTO OF SOUTyOIo ®% b �°`ycourm,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: 1 t DATE INSPECTOR esterfield Contractors & Engineers ssociates Since INS Inc. P.O. Box 1229 • Westhampton Beach,NY 11978 phone:631-288-5100 • fax: 631-288-5161 E-mail:lnfo@ca-inc.net D www.ca-Inc.net October 17, 2017 V` NOV - 9 2017 To Whom It May Concern: Re: 100 Bay Road TOWIN OF SOUTHOLD Greenport, NY 11944 This is to certify the following: ➢ House piles were driven to a minimum tip elevation of -10 MSL and a minimum load bearing of 15 tons per pile. ➢ Deck piles were driven to a minimum tip elevation of -10 MSL and a minimum load bearing of 20 tons per pile. ➢ Pool piles were driven to a minimum tip elevation of -10 MSL and a minimum load bearing of 15 tons per pile. Very truly yours, C__�/ ffrey E. Grube General Manager Sworn to before me this 17th y of October 2017. tary Pub c J N PA b10MEDE Notary�u le Mato of Ne u York No.OU6077055 Quaimed in Suffolk county Commission Expires July 1,2.� New England Division: 123 West Shore Road•Westport Island, Maine 04578•phone: 207-882-5400•fax: 207-882-9308 L'," J.P. HUNTER SENT ERPTISES9 WC. wN� HUNTER INSULATION o HUNTER HARDWOOD FLOORING 675 Elton Street,Riverhead,NY 11901 (631)283-4120 fax(631)283-4163 /71 October 19, 2017 NOV - 9 2017 RE: 100 Bay Rd Greenport OF SOCT11HOLD To Whom It May Concern, This letter is to certify that the above referenced house was insulated as follows: Exterior ceilings 2" R-14 closed cell foam with 9" R-30 fiberglass, total R-44. Overhangs 2" R-14 closed cell foam with 9" R-30 fiberglass, total R-44. Underside 2" R-14 closed cell foam with 9" R-30 fiberglass, total R-44. Exterior walls 2" R-14 closed cell foam with 3" R-15 mineral wool, total R-29. Sincerely, Kevin Burch i - f Irl APPA ra::��w - �!MAiL'C� � �� '�si MA AAMIT .A IM STAMMU6 M M"?I �_ L irk ,- i US _ �.....r � _....... -,��,�,.�`•,..►- .ter/�.+�. TOWN`ORF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before`applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. �O��c� Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 ® � �t \"/ Single&Separate Y v D Storm-Water Assessment Form JUN 0 20S Contact: I-�, Approved ,20 Mail to: Disapproved a/c $UMDINeDEM Expiration 120 AWN OF SOMHOLD Phone: � • Z Bui mg Inspector APPLICATION FOR BUILDING PERMIT Date , 20 f!(� INSTRUCTIONS ` a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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. ' t 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 authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �1QCk1�Cl'�'C� Name of owner of premises ](LAI TU Cl✓, �Z (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. 1. Location of land on which proposed work will be done: House Number Street -� �`+Harrilet ?' • .,Vic,ryr;;.t�+r.+iC•; • County Tax Map No. 1000 Section �3 Block �r ,- : ' E} °,� Lot ( L� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of propowd construction: a. Existing use and occupancy 45�� L��' -J (V tan rab b. Intended use and occupancy U56tQ 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work y (Description 4. Estimated Cost �� ,�� r� '� �.,,�C� _ 6f'1�[1, + m p aid on filing this application) 5. If dwelling, number of dwelling units Number of d l ng ,i it on each floor If garage, number of cars a ��+�,� pJ' {gf� f V,5, 5 '� U P4 YF 6. If business, commercial or mixed occupancy, specifydnature and extent of each type of use. ' a',.F}urk' 7. Dimensions of existingstructures if an Front `'=4'K :a 1 � Y� u ;rpwff"�, 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 ce5 Rear 6 i De th Height Number of Stories_ 9. Size of lot: Front (00 Rear E a�.�� I Depth 42�,42-' 10. Date of Purchase Name of Former Owner a-k CL-, 0&��u 11. Zone or use district in which premises are situated t2-- 4-© 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES VINO OY CKIK 14.Names of Owner of premises'O- V6 cv- Address 0 dbul Phone No. C5l•4-n' 104 Name of Architect r?1&-ty- W-ttekdatcl W Address PObS(6r, 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. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on urvey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) (^ ,SSS: COUNTY OFA' r' L� L�E LI�VILiL( being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the u l tc�l (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; ,that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me th' day of LOL 20 EY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 Notary Publi QUALIFIED IN SUFFOLK COUNTYignature o Applicant COMMISSION EXPIRES JUNE 30,221 I _4.;-.009>re•'e• :-"_ _ av'F'"i'N: - _ .�`d`ssi�-' -- -Y°Y ff°'�` _' a"o7� Michael J.Domino,President ��of SOy0Town Hall Annex John M.Bredemeyer III,Vice-President ,`O l0 54375 Route 25 P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith • Q Telephone(631) 765-1892 A.Nicholas Krupski � � D 6r �/7� IrouDD BOARD OF TOWN TRUSTEES NOV - 6 2017 TOWN OF SOUTHOLD BMIl✓ING,DEA CERTIFICATE OF COMPLIANCE TOWN OF SOUTHOLD # 1409C Date:November 6,2017 THIS CERTIFIES that the construction of a 30'x60' (1,800sg.ft. footprint)two-story dwelling with a 722sq.ft. attached deck on the seaward side, install a sanitary system; install a pervious driveway and install gutters to leaders to drywells to contain roof runoff; with the condition that the property owner notifies the Southold Town Highway Dept. of the need for removing an existingd_ rain pipe that lies in the vicinit of the proposed project, and for the existing 8'x8' hot tub integrated into the raised deck area at elevation+/-I 1.75'MSL; At 100 Bay Road,Greenport Suffolk County Tax Map#1000-43-5-10 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 18, 2015, pursuant to which Trustees Wetland Permit#8674 Dated September 16,2015,was issued and Amended on December 14,2016 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 30'x60' (1,800sq.ft. footprint)two-story dwelling with a 722sq.ft. attached deck on the seaward side, install a sanitary system; install a pervious driveway and install gutters to leaders to drywells to contain roof runoff with the condition that the property owner notifies the Southold Town Highway Dept. of the need for removing an existingdrain pipe that lies in the vicinit of f the proposed project, and for the existing 8'x8' hot tub inteizrated into the raised deck area at elevation+/-11.75'MSL. The certificate is issued to GINO MENCHINI owner of the aforesaid property. w � e Authorized Signature I i . I - / NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ` DEC'PERMIT NUMBER EFFECTIVE DATE ' 1-4738-02139/00003 4/13/2012 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental 4/12/2017 conservation Law TYPE OF PERMrr■ New ❑ Renewal n Modification p Permit to Construct ❑Permit to Operate 0 Article 15.Title 5:Protection of Waters 0 Article 17.Tiles 7,8:SPDES 13 Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑Article 15,Title 15:Water Supply 0 Article 19:Air Pollution Control ❑ Article 34:Coastal Erosion ❑Article 15,Title 15:Water Transport 0 Article 23,Title 27.Mined Land Manager_nent Reclamation ❑Article 15,Title 15:Long Island Wells ❑ Article 36:Floodplain Management ❑Article 24.Freshwater Wetlands C)Article 15,Title 27: Wild.Scenic and 0 Articles 1,3.17.19, 27,37:6NYCRR Recreational Rivers ■ Article 25.Tidal Wetlands 380:Radiation Control ❑6NYCRR 608:Water Ovality 13 Article 27,Tile 7; 6NY0RR 360: Certification Solid Waste Man2gement PERMIT ISSUED TO TELEPHONE NUMBER William H_ Price,Jr. Esq. 631-477-1016 ADDRESS OF PERMITTEE PO Box 149, Greenport, NY 11944 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Suffolk Environmental Consulting, Inc., PO Box 2003,Bridgehampton, NY 631-537-5160 11932 NAME AND ADDRESS OF PROJECTIFACILtTY Price Property, 100 Bay Road,Greenport, NY 11944 SCTM#1000-43-5-10 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Gardiners Ba E:722.4 N,4554.1 DESCRIPTION OF AUTHORIZED ACTIVITY: Construct a new single family dwelling,stormwater roof runoff drywells,deck,sanitary system with retaining wall surround and pervious driveway. All work shall be done in accordance with the attached plans prepared by John C. Ehlers, L.S., last revised 2/2/2012 and stamped NYSDEC approved on 4/13/2012. "The project is located within 500 feet of a documented piping plover and least tern nesting area. For the duration of the permit,no regulated activities shall be conducted from April 1''through August 31". inclusive, of any calendar year. By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,the General Conditions specified and any Special Conditions included as part of this permit. DEPUTY PERMIT ADMINISTRATOR: ADDRESS Susan V.Ackerman (GRZ) Region 1 Headquarters,SUNY @ Stony Brook,50 Circle Road,StoqX Brook NY 11790-3409 AUTHORIZE SIGN URE DATE Page 1 of 5 4/13/2012 Y t SPECIAL DONDITIONS 1. Posting of NYSI)EC Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adegivatelyproteeted from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the pmject,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of, and understand all terms and conditions of,this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned,along with photographs of the completed work. 3. Prohibition Period for Nesting Birds To protect nesting shorebirds,including threatened and/or endangered species,no regulated activities may occur between April 1 and August 31,inclusive,of any eaic-Adar year. 4. Concrete Lesebate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks,mixers,or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from Construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands or protected buffer areas. 6. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands orprotected buffet areas as a result of the permitted activities. 7. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linen feet from the tidal wetland boundary. 8. Clean Fill Only All fill shall consist of clean sand, gravel or soil(not asphalt, slag, flyash, broken concrete or demolition debris). 9. Establish Vegetated Buffer To protect the values of the tidal wetlands,a permanent vegetated buffer zone shall be established.There shall be no disturbance to the natural vegetation or topography within an area extending 25 linear feet landward of the tidal wetland boundary. 10. Straw Bales or Other at Tidal Wetland A row of staked haybales or other approvable erosion control devices shall be placed 25 linear feet landward from the tidal wetland boundary,prior to commencement of any regulated activities and remain in place and in good,functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 11.Runoff Directed to Upland Drywells Roof runoff shall be directed into dry wells a minimum of 73 linear feet landward of the tidal wetland boundary for immediate on-site recharge" 12. Driveway/Parking Area of Pervious Material Driveways and parking areas shall be constructed of NYSDEC-approved pervious materials. DEC PERMrr NL"ER Page 2 of 5 1-4738-02139/00003 SPECIAL CONDITIONS c 13.,Direct Runoff Away from Tidal Wetland and Buffer Roads,driveways,and parking areas-shall be graded to direct-runoff away from tidal wetlands and protected huffer areas. 14. Sanitary System�above Groundwater Sanitary systotns(bottom of iho tank and!caching pools)shall be located a minimum of 2 feet above seasonal bigh groundwater. 15. Contain Exposed Stockpiled Soil All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains(or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 16. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses,etc.)immediately following project completion or prior to pem-it expiration,whichever comes first. If the project site remains inactive for more than 4$hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor gemination. DEC PERMir NUMBER 1-4738-02139/00003 Page 3 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CON317-WATION GENERAL CONDITIONS—Apply to ALL Authorized Permits: 1. Facility inspection by the Department The permitted Site or facility,Including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the ECL.Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3).The permiftee shall provide a person to accompany the Department's representative during an Inspection to the permit area when requested by the Department- A copy of this permit,including all referenced maps, drawings and special conditions,must be available for Inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit- 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department.issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. 3- Applications for Permit Renewals or Modifications The parminee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit Such application must include any forms or supplemental information the Department ty-quires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to:Regional Permit Administrator, Region 1.SUNY Q Stony Brook,50 Circle Road,Stony Brook,NY 11790- 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for Freshwater Wetlands.Tidal Wetlands and Rivers permits. S. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit. The grounds for modification,suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers: b. failure by the permittee to comply with any terms or conditions of the permit C. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the Issuance of the existing permit; e. noncompliance with previously issued permit conditions,orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfers Permits are transferrable with the approval of the department unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification- The permittee,excepting state or federal agencies,expressly agrees to indemnify and hold harmiloss the Department of Environmental Conservation of the State of New York,its representatives,employees,and agents("OEC")for all claims,suits, actions,and damages,to the extent attributable to the permittee's acts or omissions In connection with the permittee's undertaking Of Octivities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and condloons of the permit. This indemnification does not extend to any claims, suits,actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions.or to any claims,suits, or actions naming the DEC and arising under.Artiele 76 of the New York Civil Practice Laws and Rules or'any citizen suit or civil rights provision under federal or state laws. Item B: Per nittee's Contractors to Comply with Permit The permittee is responsible for Informing its independent contractors.employees,agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittees agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals,lands,easements and rights-of-way that may be required to carry out the activities that are authorized by this permit Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any fight to trespass upon the lands or Interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights.title,or interest in real or personal property held or vested in a person not a party to the permit. DECPERMTHUMBER 7— Page 4 of 5 1-4738-02139=003 NEW YORK STATE DEPARTM"T OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15(TITLE 5),24,25,34 AND 6NYCRR PART 608 1. ,If future operations by the State of New York require an alteration in the position of the structure or work herein.authorized, or if, In the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the peopletof the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State,and if,upon the expiration or revocation of this permit,the structure,fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse_ No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken'by the State for the conservation or improvement of navigation,or for other purposes,and no claim or right to compensation shall accrue from any such damage. 3. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments,fuels,solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 4. Any material dredged in the conduct of the work herein permitted shall be removed evenly,without leaving large refuse piles,ridges across or along the bed of a waterway or floodplain,deposits within any regulatory floodway,or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 5. There shall be no unreasonable interference with navigation by the work herein authorized. 6. If upon the expiration or revocation of this permit,the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 7. If granted under 6NYCRR Part 608,the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302,303. 306 and 307 of the Clean Water Act of 1977(PL 95-217)provided that all of the conditions listed herein are met. 8. At least 48 hours prior to commencement of the project,the permlttee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned,along with photographs of the completed work and,if required,a survey. S. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part*of the permit application. Such approved plans were prepared by John C. Ehlers, L.S.,last revised 2/2/2012 and stamped NYSDEC approved on 4/13/2012. DEC PERMIT NUMBER Page 5 of 5 1-4738-02139/00003 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION - = Division of Environmental Permits,Region 1 SUNY @)Stony Brook,50 Circle Road,Stony Brook.NY 11790 P:(631)444-03651 F:(631)444-0360 vwvw.dec.ny.gov PERMIT MODIFICATION William H Price February 29, 2016 PO Box 149 Greenport, NY 11944-0149 Re: Price Property 100 Bay Road, Greenport, NY 11944 Permit# 1-4738-02139100003 Dear Permittee: Your recent- request to modify the above permit has been reviewed pursuant to Uniform Procedures Regulations (6NYCRR Part 621). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is modified to authorize: -Redesign of the proposed project plan to include the reconfiguration of the single family dwelling and deck structures and addition of.roof runoff drainage structures. Redesign of the sanitary system and - relocation of the pervious driveway. Increase the width of the non fertilization non-disturbance buffer . area. All work must be done.in accordance with the plans prepared by Frank W Uellendahl, R.A. (two sheets), last revised January 5, 2016 and stamped NYSDEC approved on February-29, 2016. In addition, the following special condition is-added: 17. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary. This letter is amodification to the original permit, and as such,shall be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Sin er y usan V:Ackerman Deputy Permit Administrator cc: Suffolk Environmental Consulting; BOH-TW; Wildlife; file "MYORK Department of PF0KrUHm Environmental Conservation nun Hall S"1(lyt t\tarn 1 = ''- t3"H T. TERRY N ;, �-, P O" Ocie 1 17() r rM. ' 'OWN CLERI{ � ,c —.- $crwhcllcl" Nck- 1 cttk I � ItEGISFRnR OF VITAL STAT1511CS �'�A lCb O� Fax (5 1 hl 765-I R?Z nSnRRIAGE OFFICER TcicPlccrnc l I(.1 7(r C. }} RECORDS MANAGEMENT OI'rICEIZy� FREEDOM OF INFORMA-noN OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" ( FDP(93) ) , And "Certificate of Compliance for Development in Special Flood Hazard Area (C/C(93)) . TOWN OF SOUIPIOLD �Ju T . Terry Southold Town Clerk August 25, 1993 APPLICATION ?l_ r PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1 GENERAL PROVISIONS (APPLICANT to read and si6)- 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made hcrein- 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent t*fTo istrator or his/her representative to make reasonable inspections required to verify co 8. I,THE APPLICANT,CERTIFTEMENTS HEREIN AND W ATTACHMENTS TO _ THIS APPLICATION ARE,TMY KNONVLEDGE,TRUE AND ACCURATE. s (APPLICANT'S SIGNATURE) DATE S i SECTION 2 PROPOSED DEVELOmpleted by APPLiCAT n NAME ADDD'RESS 21 �noe'��, TELEP !�� NE�1 APPLICANT 7` 4 BUILDER ENGINEER PROJECT LOCATION: • To avoid delay in processing the appbca[ion, please provide enough information to easily Identify the project location. Provide the sued address, lot number or Icgal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing the projcd location would be helpful. f FDP(93) C� , APPLICAT)ON PAGE 2 OF a DESCRIPTION OF WORK (Check all appbcable boxes): A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE XNaw Structure Residential (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) ---Q- oo-residc _ToodprooW-1--o-'csr-----------"--- ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ DcmoGtion" F ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park?" ❑ Yes) ESTIMATED COST OF PROJECT S ,i ICO 000 B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fiv ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) Individual Water or Sewer System ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3: FLOODPLAIN DETERMINATION (To be completed by LOCAL kD NfIMSTRATO R) The proposed development is located on FIRM Panel No. . Dated The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM zone designation is 100-Yca-r flood elevation at the site is: Fl. NGVD (MSL) O Uoavailablc ❑ The proposed development is localcd to a floodway. FBFM Paocl No. Datcd ❑ Scc Scction 4 (or additional iostrucnoos SIGNED DATE i APPLICATION 4 PAGE 3 OF 4 SECTION d ADDITIONAL INFORMATION REQUIRED (To be completed by LOCALADMINISTRATOR The applicant must submit the documents checked below before the appbcauon can be processed: ❑ A site plan sbowing the location of all c)asling structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and specifications,including where applicable: details for -- ---- — --- anzhoring---,tru-cmrfs,-RrQRos-cdsle, ig of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproofwg of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plara..s showing the extent of watercourse relocation and/or landform alterations_ ❑Top of new fill elevation Ft. NGVD (MSL). .a ❑ Floodproofing protection level (non-residential only) Ft:NGVD (MSL). For floodproofed structures, applicant must attach certificatio v from registered engineer or - architect. ❑ Certification from a registered engineer that the proposd'd activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calcu-lations-supporting-this-Ru din g.-must_also be;submitted. ❑ Other. SECTION 5 PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A- ❑ Ls B. ❑ Is not in conformance, with provisions of Local Law if-. 19 The permit u issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is chcckcd, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B i5 checked, lbe Local Admirustrmor wdl provide a wrilleo summary of deficiencies. Applicant may revise and resubmit an appbca(ion to the Local Administrator or may requcs( a bearing from (be Board of Appeals " , l APPLICATION ry PAGE 4 OF 4 APPEALS Appealed to Board of Appeals? ❑ Yes ❑ No Hcaruig date- Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions SECTION 6• AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). L Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOTE: Any work performed prior to siLaal of the above information is at the risk of the Applicant. SECTION 7• COMPLUNCE ACTION (To be completed by LOCAL,ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8: CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: Attachment B f SAMPLE CERTIFICATE OF COMPLIANCE i for Development in a Special Flood Hazard Area , rt TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OVVNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: O NEW BUILDING O Ej(ISTING BUILDING D VACANT LAND - THE -LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #-1 19 . SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED _ SIGNED: DATED: C /C ( 93) U.S DEPARTI�%I�IJT�F�HUMLAND SECURITY OMB No 1660-0008 Federal Emergency Management Agency Expiration Date.November 30,2018 National Flood Insurance Program TOWINOFSOUIROLIFLEVATION CERTIFICATE Important:Follow the instructions on pages 1-9 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al Budding Ownerr'n'si Name Policy Number // 0iv 4- A2 Budding Street Address(including Apt,Unit,Suite,and/or Bldg No or P 0 Route and Company NAIC Number Box No. /1>0 & Z City State ZIP Code A3 Property Descrip/ti n(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc) S✓ a l l ,.., lid I A4 Budding Use(e g.,Residential,Non-Residential,Addition,Accessory,etc) 2CS!'c4, '+'rK A5 Latitude/Longitude Lat 4/`O r Z7 r Long ?Z+J 2.1 r��,9 Horizontal Datum ❑ NAD 1927 mac' NAD 1983 A6 Attach at least 2 photographs of the budding if the Certificate is being used to obtain flood insurance A7 Budding Diagram Number A8 For a budding with a crawlspace or enclosure(s) r a) Square footage of crawlspace or enclosure(s) 60-7 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1 0 foot above adjacent grade t) c) Total net area of flood openings in A8 b Ova sq in d) Engineered flood openings? WYes ❑ No A9 For a building with an attached garage- a) Square footage of attached garage &-L4- sq ft b) Number of permanent flood openings in the attached garage within 1 0 foot above adjacent grade Y+� c) Total net area of flood openings in A9 b d•A sq in d) Engineered flood openings? ❑Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 131 NFIP Community Name&Commu ity Number B2 Coun't/Lys Name B3.. B3. Statte_ r B4 Map/Panel B5.Suffix B6. FIRM Index B7 FIRM Panel B8 Flood Zone(s) B9 Base Flood Elevation(s) Number Date Effective/ (Zone AO,use Base [ Revised Date Flood Depth) 3p/v 3 co 17 b �7 - s f z5 Z aj ( 1 B10 Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9 ❑ FIS Profile [FIRM ❑Community Determined ❑ Other/Source B11 Indicate elevation datum used for BFE in Item B9. ❑ NGVD 1929 [NrNAVD 1988 ❑ Other/Source B12 Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes WNo Designation Date ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions Form Page 1 of 6 r OMB No 1660-0008 ELEVATION CERTIFICATE Expiration Date November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Budding Street Address(including A t., Unit,Suite,and/or Bldg No)or P 0 Route and Box No Policy Number City State ZIP Code Company NAIC Number SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1 Budding elevations are based on. ❑ Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete C2 Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO Complete Items C2 a—h below according to the budding diagram specified in Item A7 In Puerto Rico only,enter meters Benchmark Utilized 6PS Vertical Datum /4 11/6 ��r g Indicate elevation datum used for the elevations in items a)through h)below ❑ NGVD 1929 b�'NAVD 1988 ❑Other/Source Datum used for budding elevations must be the same as that used for the BFE Check the measurement used a) Top of bottom floor(including basement,crawlspace,or enclosure floor) �. [feet ❑ meters i b) Top of the next higher floor �. �� 'feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) �.A ❑ feet ❑meters d) Attached garage(top of slab) 6 O ® feet ❑ meters e) Lowest elevation of machinery or equipment servicing the budding �. _ (0 feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to budding(LAG) Z 'feet ❑ meters g) Highest adjacent(finished)grade next to budding(HAG) �.�_ [Z feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including Z feet ❑ meters structural support SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information 1 certify that the information on this Certificate represents my best efforts to interpret the data available.I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 19yes ❑No ❑Check here if attachments Certifier's Name License Number S-6,q,67 Title / G..qn, �uJ'✓G v� Company Name Place Seal Address Here ?a. City tate ZIP Code A) (f X47 Signature D to Telephone SIO Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e), if applicable) FEMA Form 086-0-33(7/15) Replaces all previous editions Form Page 2 of 6 Scott A. Russell SUPERVISOR � t� N[A,NA,G IE1\\41EN- T SOUTHOLD TOWN HALL-P.O.Box 1179 L O 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' T Town of Southold GLL � 0 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) JUN 22 2M _ DOLES THIS PROJECT INVOLVE ANY OF THE E (FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑ �A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. F1 WB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area.i'f0V0�n - - 26L�� ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. i C-1 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El El E. Site preparation within the one-hundred-year floodplain as depicted FIRN-1VI-ap-of-any wat-er--course: - - -- - - ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional, get t,Contractor,Other) S.C.T.M. #: 1000 Date District e� to t� NAME. Section Block Lot FOR NUILDING DEPARTiNlENT USE ONLY Contact Information: 7elryimr� nAxl ' - - — — — — — — — — — — — — — — — — Reviewed By: Date. Property Address/ Location of Construction Work- — — — — — — — — — — — — — — — — — 1 Approved for processing Building Permit. l cc) t{ t) / __ Stormwater Management Control Plan Not Required. Stormwater Management Control Plan a Required (Forward to Engineering Department for Review.) FORM 0 SMCP -TOS MAY 2014 APPLICANT S.C.T,M, 1000 a st ¢I CHAPTER 236 (Proper Owner,Design Professional,Agent,Contractor,Other) „M Q q�, c I Stormwater Management Control Plan CHECK LIST NA ��QI/jUL'�U L Section lock 1 z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: ° * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist) ami iir Tclrpl,one Num4er r I. A Site Plan drawn to scale Not Less that 60' to the inch MUST YES N01NA If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a, Location & Description of Property Boundaries ✓� 0 b, Total Site Acreage, END== c. Existing - Natural & Man Made Features within 500 L.F. ' of the Site Boundary as required by §236-17(C)(2), d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 TROLS e, Limits of Clearing & Area of Proposed Land Disturbance. 0 e tmited to: f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) ! onstruction Entr g. Location of all existing & proposed structures, roads, WIFe encing,stabillza i driveways, sidewalks, drainage improvements &utilities, Seeding of exposedand/or Ina ,Oils- Ii. Spot Grades & Finish Floor Elevations for all existing & proposed structures. 1. Location of proposed Swimming Pool and discharge ring, ! O j. Location of proposed Soil Stockpile Area(s), i k. Location of proposed Construction Entrance/Staging Area(s). F;� I ` L10 6 Y?r?- c7 Vll IC- 1. Location of proposed concrete washout area(s). r Gyp ( � 1 Q. )-- LLED M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing i that the stormwater improvements are sized to capture,store,and infiltrate t on-site the run-off from all impervious surfaces generated by a two(2")InchDRAJIMAGE P"CTIONS A rainfall/storm event. CunEaCl 1,U5 Engineering 1560 befm-e 3, Details&Sectional Drawings for Stormwater practices are required for approval. CKtill,CSR PrOvide E , Items requiring details shall include but not be limited to: that the drainagg a. Erosion & Sedu7tent Controls, ! e• b. Construction Entrance & Site Access, 07-11� c. Inlet Drainage Structures (e,g.catch basins,trench drains,etc.) 0 d, Leaching Structures (e.g. infiltration basins,swales,etc.) I ►'i)It I NC;IN[ L:Itliv ' ;1.)A111' S- ONLY Additional Information is Required. Reviewed & I M Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date. �(� I SMCP has been approved by the Engineering Department, t 1 FORM * SWC 'ieck List -TOS MAY 2014 i pf SO�Tyol o Town Hall Aimex ( Telephone(631)755-1802 54375 Main Road 4A �ax(631)765-g511 P.O.Box 1179 G Q roger.dchert IOWn_soutQQ.nV.us Southold,NY 11971-0959 Q �O BtUDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: /1�/v�� i Q �44 el /�o� Date: 6 I Company Name: IF-6,7z 161 6V QQ i Name: J License No.: y 2- Address:Address: A J— D 'Phone No.: dv/ lff JOBSITE INFORMATION: (`Indicates required information) *Name: /)G /-//v J1 *Address: x, i *Cross Street: *Phone No.: Permit No.: 0 $ i Tax-Map District: 4000 Section: Block:T�_ Lot: _ i *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 5!E-6111 c (Please Circle All That Apply) *Is job ready for inspection: YES/ Rough In Final -*Do- ou-treed-a Tem p-Certif tate: -- - 01-NO-- Ternp y p Information (�needed) *Service Size: 4 Phas 3Phase 10 450 20 300 350 . 400 Other I . * ew Service: Re-connec �nrgrounoumber of Meters Change of Service Overhead51 Additional information: PAYMENT DUE WITH APPLICATION \�� 82-Request for Inspection FormC �6/ V ,� I al� --- :z'- �rsQc� �s `a TOWN OF SOUTHOLD PROPERTY RECOIL® CARD OWNER STREET VILLAGE DIST. SUB. LOT (AlPI-I& J r~ .i FORMER OWNN E 4/' ACR. mfv n S 73„ TYPE OF BUILDING r RES. SEAS. VL. � W FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS u G f1 � 6 -�. b - Y� r��i� f I/z - Pr( . 16ZIq-1-11g,SVe 6nf)e Prje A) C� V2. 0 AGE BUILDING CONDITION B NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total DOCK r MOPOSED • ELEVATIONS REFERENCE NAVD "88 DATUM TEST HOLE EL.=6 AREA SUMMARY NEW _ PROPOSED HOUSE ENTIRELY WITHIN FLOOD ZONE McDONALD GEOSCIENCE LOT AREA to tie line = ca.42,381 SF DWELLING _ AE (EL=6) as SHOWN ON F,I,R.M. #36103C01176H ExcAVA��®� '�� _ � 9-20-97 PROP.LOT BLDG. COVERAGEEA to wetland a9s co.11,,800 SF = 1102.4 % � BROWN LOAMY SAND SM J FOR S �®N�E�UIRE[) 2' PROP. DECK COVERAGE = ca. 722 SF = 4.98% ALL DWELLINGS WITHIN 150 FEET OF SUBJECT BY ' IT'ARV SYSTEM - BROWN FINE TO COARSE SAND SM PREMISES ARE CONNECTED TO PUBLIC WATER «�®EPAR�•�EM7° 4' - MAX. BLDG. COVERAGE = ca.2,522 SF = 17.39% 5.3' - GRAYISH BROWN CLAYEY SAND SC Z PROPOSED DWELLING W WATER IN GRAYISH BROWN _ PRICE 10' - CLAYEY SAND SC PROPOSED DECK EXTENSION N RESIDENCE LAND NOW OR FORMERLY OF WITENKO DWELLING PUBLIC WATER WATER IN PALE BROWN FINE SURVEY BY JOHN EHLERS, L.S. GREENPORT, NY ens 0 TO COARSE SAND SW DATED: MAY 13 2015 revised W PROPOSED GALLEY SYSTEM PROP. STORM DRAINAGE SYS. = 100 BAY ROAD UNIT SIZE: 8.5'x4.75'x .0'DP dedicated to ROOF RUN-OFF 17 BEACHGRASS & OTHER NATIVE PLANTS Z CO, each unit will achieve USE: ARCHITECT �5 40 SF leaching area 2 - 8.5 LGx4.75 WDx2.0 DP FRANK UELLENDAHL �lGO / -" m 123 CENTRAL AVENUE iD 0/ EL.=5.5' EL.=6.1 EL.=3.5' FLAG D N85 38'40"E 4 .42' ==� P•o• 316 �� GREENPORT, NYY 1 11944 EXISTING DRAIN PIPE 20' to be removed EP EP w 63 _ �: , :8•. �.1 == _�-. OWNER EP EP TEST HOLE 3io °:',. :m�•' � � ¢O Landward Edge of Tidal Wetlands as '-4• o WILLIAM H. PRICE, JR o 3 o P CP 3 Delineated by NYSDEC on May 20 2011 ,'" �: a :.;_ -� -- m W 828 FRONT STREET ,- oe ` ' ,�. "° _ = w GREENPORT, NY 11944 cn Cl-Q o 5 CP 4 CP 10.5' LO Z o de k cantilever G �y RPG C Q �.�^o: 3 TEL 631-477-1016 c� m 9' bove gradeo z o CP CP 5 0=; "' w grade of disdurbed o 9a,cm I 9 o N CP CP �" 0 9 2 O a l f m f o °: e e p: L o 4 s �O FLAG B _ °'°.e'.'a :.ze 3 N ST o 63 W - ! 27.5 .. :t.; •• =�',",;•'- � •. °,.- �,. °•: z L=cn_--. � a � o PROP. T��0 CURB EL- 67 PROP. B/0 CURB EI.•= 5.6 FLAG A • ra " _' o N PROP. WATER SER CE EL. 5.4' PROP, PERVIOUS DRIVEWAY = E=6.1' 1ED 1=4,0 S85 38'40"W 418.24 C5 W 7 29.1' PROP. STORM DRAINAGE SYS, FRONT YARD dedicated to ROOF RUN-OFF �' Y " N by averaging USE: 2 - 8.5'LGx4.75'WDx2.0'DP PROP. FF EL.=14.1' LAND NOW OR FORMERLY OF CLERKE o DWELLING PUBLIC WATER � Ln i 21 o � oo GALLEY SYSTEM vv W GRADE EL.=6.4' GRADE EL.=7.3' � N N N sssas EL.=5.4L MIN. 1' - MAX. 2' COVER EL.=6.3' GARAGE EL. 6.0' SUFFOLIC COUNTY DEPARTMENT OF HEALTH SERVk'ES o ZZ M SEPTIC TANK HOUSE TRAP oo � � o GALLEY UNIT: s ° GALLEY UNIT: V=4.7 INV-5.5' 1000 GALLON INV=5.8' INV=6.2 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A ° 8.5'x4.75'x2.0'deep 8,5 0.75'x2.0'deep 10' DIA x 2.5'H EL.=3.0' a 15 SINGLE FAMILY RESIDENCE ONLY � DATE: 04/10/2016 °• . .° . . • • • • a. ° � � SCALE: 1" = 40', EL.=2.7 L =o ELEVATION 0.5' HIGHEST EXPECTED GROUNDWATER N N EL.=0.5' HIGHEST EXPECTED GROUNDWATER DATE Z S �6 H.S. RCF' No D ��S b Y SITE PLAN = �_ THE PRICE RESIDENCE - PROPOSED 4-BEDROOM HOUSE t,I °• ' ° REMOVE UNSUITABLE SOILS AND BACKFILL APPROVED N WITH SAND AND GRAVEL up to 10 FT BELOW GRADE ° •° - - FOR MAXIMUM OF BEDROOMS DWG. NAME • ' ° PERMIT APPLICATION EXPIRES THREE YEARS FROM DATE OF APPROVAL 2 A-1 •° '� • SC DEPT OF HEALTH SERVICES DWG. NO d a ° ° ° ° • a a CROSS ,SECTION SEPTIC SYSTEM - NOT TO SCALE SITE PLAN SCALE: 1" = 40' V l ' PROPOSED AREA SUMMARY ELEVATIONS REFERENCE NAVD "88 DATUM � TEST HOLE EL.=6 � NEW PROPOSED HOUSE ENTIRELY WITHIN FLOOD ZONE McDONALD GEOSCIENCE LOT AREA to tie line = caA2,381 SF DWELLING AE (EL=6) as SHOWN ON F.I.R.M. #36103CO1176H ! 9-20-97 LOT AREA to wetland flags ca.14,506 SF= 100.00% o BROWN LOAMY SAND SM PROP. BLDG. COVERAGE = ca. 1,828 SF = 12.60% ALL DWELLINGS WITHIN 150 FEET OF SUBJECT i 2' — PROP. DECK COVERAGE = ca. 782 SF = 5.39% PREMISES ARE CONNECTED TO PUBLIC WATER 4' — BROWN FINE TO COARSE SAND SM MAX. BLDG. COVERAGE = ca.2,522 SF = 17.99% e _ GRAYISH BROWN CLAYEY SAND SC � 53' PROPOSED DWELLING N PRICE, WATER IN GRAYISH BROWN � 10' _ CLAYEY SAND SC ® PROPOSED DECK EXTENSION N RESIDENCE WATER IN PALE BROWN FINE SURVEY BY JOHN EHLERS, L.S. GREENPORT, NY PROPOSED GALLEY SYSTEM PROP. STORM DRAINAGE SYS. TO COARSE SAND SW DATED: MAY 13 2015 revised W UNIT SIZE: 8.5'x4.75'x2.0'DP dedicated to ROOF RUN-OFF17� BEACHGRASS & OTHER NATIVE PLANTS PE 100 BAY ROAD ': each unit will achieve USE: (2) 6 DIA. x 2 DEEP DRYWELLS ��- 40 SF leaching area o z ARCHITECT NK UELLENDAHL L.=5.5' EL.=6.1' EL.=3.5' OFG D N85 38'40"E 4 9.42 __ m 123RC EL. 6ENTRAL AVENUE u, �, :.; s;; °. .°• o P.O.BOX 316 E EP EP 20 GREENPORT, NY 11944 EXISTING DRAIN PIP to be remov d 63 ••: .•` a•, . • °. .°: W, _ - TEL; 631-477 8624 w EST HOLE EP EP Pei ^� CD Landward Edge of Tidal Wetlands as = '',. �x. OWNER r o P CP o s Delineated b NYSDEC on May 20 011 ° =Q o 20. y y m WILLIAM H. PRICE, JR °O o = 0 2 :r+•'-,?;° :::xn :r: 4 a' _.. ;�"' 828 FRONT STREET o Q 5,CP 4 CP 10, o de k cantilever �� FLAG C ° = M GREENPORT, NY 11944 N m 9' ove grade y^ �" C� TEL 631-477-1016 a o CP CP m grade of disdurbed o � a C14 CP CP -Lj 15 L a o r r^ m I; FLAG B X .'a :Q .. ry_�� o N 63 PROP. T/O CUB EL= 6 7 ST =- >; :° ? _ -- _ a = o �' PROP. /0 CUB EL. 5.6' 6' - - FLAG A 1000 GAL PROP. WATER S RVICE PROP. PERVIOUS DRIVEWAY SECURED 6' DEEP CONC. APRO EL.=6.1' EL.=4.0'. S85 38'40"W 418. o EL.=5.4'3L - DRIVE / 28.5 PROP. STORM DRAINAGE SYS. 25 PERMEABLE CONC. GRID PAVERS FRONT YARD dedicated to ROOF RUN—OFF ,`�R p,q9 � ON 12 SUBBASE OF PEA GRAVEL LAND NOW OR FORMERLY OF CLERKE �5 UE R " TO ALLOW MOVEMENT OF STORMWATER USE: (2) 6 DIA. x 2 DEEP DRYWELLS PROP. FF EL.=14.5 �.`�' <<E�'yi a = THROUGH THE SURFACE TO REACH SAND DWELLING PUBLIC WATER �� * , o EROSION&SEDIMENT CONTROLS, o S2 Shall include-but not be limited to: Cdr 0 = o GALLEY SYSTEM A well maintained Construction Entrance, o m N N GRADE EL.=6.4' GRADE EL.=7.3 EL.=6.3' ! GARAGE EL. 6.0' Wire Backed hilt Fencing,stabilization& 021 r, EL.=5. ' MIN. 1 - MAX. 2 COVER Seeding of exposed and/or inactive soils. �� SEPTIC TANK HOUSE TRAP z o N M o GALLEY UNIT: • GALLEY UNIT: • 4.7 INV=5.5' 1000 GALLON INV=5.8' INV=6.2 000 � � o 8.5 x4.75 x2.0 deep 8.5 x4,75 x2.0 deep 10' DIA x 25H EL.=3.0' E N °' • .° ' • ' • ° • , EL.=2.7' DRAINAGE INSPECTIONS ARE REQUIRED 1� EL.=2.5 T a DATE: 07/14/2016 • `" N i Contact TOS Engineering at 765-1560 before � SCALE: 1" = 40' ELEVATION 0.5' HIGHEST EXPECTED GROUNDWAT i EL.=0.5' HIGHEST EXPECTED GROUNDWATER Backfill,OR Provide Engineer's Certification o • °' __ ~ that the drainage has been installed to Code. PROPOSED SITE PLAN Y ~ SITE PLAN REMOVE UNSUITABLE SOILS AND BACKFILL , r. ~ r r r CROSS SECTION SEPTIC SYSTEM SCTM# = 1000-43-05-10 •• WITH SANK AND,GRAVEL up #0 10•FT BELOW•GRADE • • ~ -------- I APPROVAL OF STORMWATER MANAGEMENT TOWN OF SOUTHOLD • • . •• .. NOT TO SCALE I NT SUFFOLK COUNTY, NEW YORK _ DWG, NAME CONTRO N6 -T n ode C r g Date: `l SCALE: 1" = 40' ©� DWG. NO A-3 Approved V: 31 FOUNDATION LOCATION SITUATE D [EOVE GREENPORT V TOWN OF SOUTHOLD JAN 3 0 2017 SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-45-05-10 BUILDING DEM SCALE 1"=30' TOWN OF SOLTgiOLD JANUARY 24, 2017 AREA = 42,381 sq. ft. 0.973 ac. CERTIFIED TO: GINO MENCHINI i i rI/0/F 429.43' WITEI DWEWNG N BUSES PUBUC WATER O N O W SET FOUND STAKE PIPE O N 85'38'40" E V 1.so' OUI YON 98.00' I \ I_ 14 \ ' O I N in 17.3' 10" FOUNDATION WALLS I m r 2 Co \ ml V m ::E vinic c m y mi? IL \ 1 m '�^ �i 32.0' m i fZ ----28-8 x 4.4' -+ 10" FOUNDATION WALLS � \ x O m z = A O o -° SET Z�? o u STAKE i d � rn Z w 418.20' I I I I rol i 00 to 01 O 1� 1 20.16' O ET 1 99.84' I FOUND STA STAKE N10/F PIPE CLERKS =1111 YON S 85'38'40" W , DWELLING EACH USES PUBLIC WAFER SANDROBD _ �d UNAUTHORIZED ALTERATION OR ADDITION PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan T of t Corwin i i i V TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE . BY THE L.I.USE AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND EDUCATION LAW. l TITLE ASSOCIATION. Land S u r v e y o r COPIES OF THIS SURVEY MAP NOT BEARING �Or"'t�f�;y� �.�4 THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED C' �l � ® TO BE A VALID TRUE COPY. 3, CERTIFICATIONS INDICATED HEREON SHALL RUN ti` ��f Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Q' �� Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE 3 , "' TITLE COMPANY, GOVERNMENTAL AGENCY AND !: „ � ; Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND' TO THE ASSIGNEES OF THE LENDING INSTI- t =� ' P d PHONE (631)727-2090 Fax (631)727-1727 3 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY ��/ � �1 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF � S. Lic. No. 50467 James ort, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. p i w 400 y I SURVEY OF PROPERTY L�aa rI - ~ SITUATE D ' GREENPORT OCT 2 6 2011 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-45-05-10 SEPTIC SYSTEM TIE MEASUREMENTS ' � * 1' SCALE 1 "=30' TOWN OF SOUTH®LD JANUARY 24, 2017 HOUSE HOUSE OCTOBER 2, 2017 FINAL SURVEY CORNER 0 CORNER 0 SEPTIC TANKAREA = 42,381 sq. ft. COVER 33 24 i 0.973 ac. CERTIFIED TO: COVERING POOL 17.5' 24, GINO MENCHINI LEACHING POOL 24.5' 31' I COVER 2 N/0/F 429.43' WITENKO DWELLING (A USES PUBLIC WATER O N O SET FOUND W STAKE PIPE O N 85'38'40" E � 1 so' MOL — -------r--�-12' PLASTIC DRAIN\PIPE � =—1 o ; q (2) DRYyVELLS \ SUFF®LK CCUta i V 1J�PA��f�1�R1�®� �� ®U b HEALTH �� Z _ � I Iv;Tq, uCTED � p m`fin^' 15.1' u�V-10.0 WOOD \ �1,1��1��+1e C)4~ Co 1 0 D c�n� '1.B' 5.5 STEPS A S114G FAA1il19�°RESIDENCE D S^ m Z OCT 2 0 2017 H.s.Reg.NO i m w �o M S1 \�� pate a v N �' S N 2nd STORYSSW- o o I Q�CE�R9�9�B�ISlfi 8fd� I� \ 1�a� aya4.,r sar�A Y N m z otter agefir'141 O 2.0' WOOD DECK G j�a � �1S DE� N � �tni 0Z 1t3�� " �e8v�tt3� Y ��g��r E ��° D Vl Pp c E 9P 2.0 4.4' Ia _ • • 3—��, nL Dul}m D W t Y K vD W1sOSTDEC ay \ ��IRon® gm O " �$ SET po 2 WO OUTSIDE STAKE d 2.51 SHOWER W STEPS A HOT UNDER DECK I poo LANDING, O TUB AZ O Zn 280 • SEPTIC .3 .5 •- +, 418.20' TANK CO C. APRON No 1 UNDERGROUND 0 I I PROPANE d dN 4°— TANK cover ea n c ° p; DRIVEWAY p T DRYWEI-L 1 WATER Nl�_ I e o 99 84' °° SET,, w FOUND STAKE N10/F w PIPE W cLERKE camcU YON S 85'38'40" DWELLING SANDY BE USES PUBLIC WATER ROAD UCT 1 6 2017 ^{it-1 Lsl ate- LT 1 SE'TER ^PW@CES UNAUTHORIZED ALTERATION OR ADDITION PREPARED IN ACCORDANCE WITH THE MINIMUM ' `' �" ��)s p �� E" ' ¢� ° TO THIS SURVEY IS Ai VIOLATION OF STANDARDS FOR TITLE SURV �E3T�kBLISI�ED Nathan Ta 4) t SECTION 7209 OF THE NEW YORK STATE BY THE L IA.L S. AND AP ��ED�yB PT FOR SUCH USE BY TH p,\4`'ORIQPST�D ` EDUCATION LAW. TITLE ASSOCIATION COPIES OF THIS SURVEY MAP NOT BEARING �� 'tet e ®� andSurveyor- EMBOSSED THE LAND SURVEYOR'S INKED SEAL OR 0 s/ SEAL SHALL NOT BE CONSIDERED fit` TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY q Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE h+ ` TITLE COMPANY, GOVERNMENTAL AGENCY AND - aA Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— C PHONE (631)727-2090 Fox (631)727-1727 TUTION CERTIFICATIONS ARE NOT TRANSFERABLEs87 (:} OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF ,RIGHTS OF WAY °fi/� 1586 Main Road P.O. Box 16 AND, N EASEMENTS OF RECORD, IF � � r Lic. No. 50467 James ort, New York 11947 James ort, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. -.✓� p P i I �; e Generated by REScheck-Web Software Compliance Certificate Project THE PRICE RESIDENCE Energy Code: 2010 New York Energy Conservation Location: Suffoll�County, New York Construction Type: SingleTfamily Project Type: New Construction Conditioned Floor Area: 0 M Glazing Area 31% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 100 BAY ROAD WILLIAM PRICE,JR FRANK UELLENDAHL GREENPORT, New York 11944 OWNER ARCHITECT b Compliance: 0.6%Better Than Code Maximum UA: 665 Your UA: 661 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Assembly Gross r Area Cavity cont. U-Factor UA Perimeter Ceiling: Flat or Scissor Truss 2,065 38.0 0.0 0.030 61 Skylight:Wood Frame,2 Pane w/Low-E 44 0.420 18 Wall:Wood Frame, 16in.D.C. 4,011 28.0 0.0 0.050 138 Door:Glass 152, 0.340 52 Door: Glass 252 0.320 81 Door:Glass 99 0.320 32 Window:Wood Frame,2 Pane w/Low-E 24 0.270 6 Window:Wood Frame,2 Pane w/Low-E 51 0.300 15 Window:Wood Frame,2 Pane w/Low-E 138 0.300 41 Window:Wood Frame,2 Pane w/Low-E 156 0.300 47 Window:Wood Frame,2 Pane w/Low-E 92 0.300 28 Window:Wood Frame,2 Pane w/Low-E 136 0.300 41 Window:Wood Frame,2 Pane w/Low-E 38 0.300 11 Window:Wood Frame,2 Pane w/Low-E -� r 38 0.300 11 �° Window:Wood Frame,2 Pane w/Low-E rye •U � ah 82 0.300 25 Floor:All-Wood Joist/Truss Over Uncond.Space ` 2,065 38.0 0.0 0.026 54 Project Title:THE PRICE RESIDENCE Report date: 06/11/16 Data filename: ��' Pagel of 7 Compliance Statement. The proposed building design describ a is co sistent with the building plans,specifications,and other calculations submitted with the permit application.The pro po ildi s een designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheckV r i 5. o comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title ture Da e Project Title:THE PRICE RESIDENCE Report date: 06/11/16 Data filename: Page 2 of 7 REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.2 ;Construction drawings and ❑Complies [PR1]1 :documentation sufficiently ❑Does Not demonstrates energy code ❑Not Observable compliance for the building envelope. ❑Not Applicable 103.2, ;Construction drawings and ❑Complies 403.7 documentation sufficiently ❑Does Not [PR3]1 ;demonstrates energy code ❑Not Observable I compliance for lighting and mechanical systems.Systems ❑Not Applicable ; ;serving multiple dwelling units must demonstrate compliance ( i with the commercial code. { 1 403.6 Heating and cooling equipment is: Heating: Heating: ;❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not on loads per ACCA Manual J or Cooling:g� Cooling: g: ;❑Not Observable other approved methods. ; Btu/hr Btu/hr ;❑Not Applicable ; Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE PRICE RESIDENCE Report date: 06/11/16 Data filename: Page^3 of 7 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 Exposed foundation insulation ;❑Complies [F011]2 protection. E Does Not v ;❑Not Observable ❑Not Applicable 403.8 Snow melt controls. ;❑Complies [FO12]2 ;❑Does Not V ;❑Not Observable I ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE PRICE RESIDENCE Report date: 06/11/16 Data filename: Page 4 of 7 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.4.4 ;Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable ;or has infiltration rates per NFRC ❑Not Applicable 400 that do not exceed code limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not �) and labeled to indicate&It;=2.0 ❑Not Observable cfm leakage at 75 Pa. ❑Not Applicable 403.2.2 All joints and seams of air ducts, ❑Complies [FR13]1 air handlers,filter boxes,and ❑Does Not building cavities used as return00 ❑Not Observable ducts are sealed. ❑Not Applicable 403.2.3 ;Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not J []Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids ; R- ; R- ;❑Complies [FR17]z above 105 9F or chilled fluids ❑Does Not ` below 55°F are insulated to R-3. ; ;❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ; R- ; R- ;❑Complies [FR18]2 pipes are insulated to R-2. ;❑Does Not J ;❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not J intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE PRICE RESIDENCE Report date: 06/11/16 Data filename: Page 5 of 7 Section # Insulation Inspection Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation labeled or ;❑Complies [IN13]2 installed R-values provided. ;❑Does Not J ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE PRICE RESIDENCE Report date: 06/11/16 Data filename: Page 6 of 7 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.4.2, Building envelope tightness ACH 50= ; ACH 50 = ;❑Complies ; 402.4.2.1 verified by blower door test result T❑Does Not [FI17]1 of<7 ACH at 50 Pa.This i ❑Not Observable 0 ;requirement may instead be met Evia visual inspection, in which ;❑Not Applicable j case verification may need to ; ;occur during Insulation Inspection. 403.2.2 ;Duct tightness via post- ; cfm cfm ;❑Complies [F14]1 (construction with maximum :❑Does Not leakage of 8 cfm to outdoors,or J ; 12 cfm across systems. For ; ; '❑Not Observable; rough-in tests,verification may ;❑Not Applicable need to occur during Framing Inspection,with maximum ; I leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 Programmable thermostats[FI9]z installed on forced air furnaces. ❑Does Not J IE]Complles ❑Not Observable El Not Applicable 403.1.2 I Heat pump thermostat installed 10Complies [F110]2 on heat pumps. ❑Does Not V ❑Not Observable I❑Not Applicable 403.4 Circulating service hot water ❑Complies ; [FI11]2systems have automatic or ❑Does Not J accessible manual controls. ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. i ❑Complies [FI7]2 EDoes Not J0 ❑Not Observable 4 ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies ; [F118]3 mechanical and water heating ❑Does Not J i equipment have been provided. ❑Not Observable ❑Not Applicable j Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE PRICE RESIDENCE Report date: 06/11/16, Data filename: Page 7 of 7 1 ' , Conservation2010 New,York Energy Construction InsulationEnergy Efficiency Certificate Above-Grade Wall 28.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling/ Roof 38.00 Ductwork(unconditioned spaces): Glass D•• • Window 0.30 Door 0.32 Skylight 0.42 .Heating &Cooling Equipinent Heating System: Cooling System: Water Heater: Name: Date: Comments Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport, NY 11944 t: 631.477.8624 e: frank@frankuellendahl.com August 4 2016 g ® D AUG - 5 2016 Submitted to: Building Department Town of Southold BUILDING DEPT' TOWN OF SOUMOLD Re: Building Permit Application for a new single family dwelling located in a flood zone area at 100 Bay Road in Greenport SCTM# 1000-43-05-10 Dear Damon, • This is to confirm that all walls and ceiling of the garage at grade under the proposed 2-story dweliing will provide a fire rated separation towards residential floor area as depicted on the submitted plan section A-10 where it says: .... Finish wall and ceiling with DensArmor PLUS FIREGUARD SHEETROCK.This product is in compliance with NYS code requirements. • In addition the 1St and 2nd floor will be equipped with a Residential Sprinkler System which is required by the Residential Code of New York State for structures that are considered three stories high. NYS considers the proposed structure with the garage at grade and the raised 1St and 2"d floors a 3-story structure.A detailed sprinkler design will be submitted by the General Contractor in the near future. st regards, �� ank Uellendahl, RA UTILITY ENTERPRISES,INC. ,n"Qo`c*Y 700 MAIN STREET,WESTBURY,NY 11590 �. (516)997-6300-FAX#(516)997-6345 FIRE&ICE MASTER GL48 FOR CHEMICAL EMERGENCY: Spill,Leak,Fire,Exposure,or Accident-Call INFOTRAC-Day or Night: 1-800-535-5053 THIS MSDS COMPLIES WITH 29 CFR 1910.1200 (HAZARD COMMUNICATION STANDARD)IMPORTANT: Read this MSDS before handling&disposing of this product. Pass this information on to employees,customers and users of this product. PRODUCT IDENTIFICATION DOT Shipping name: Cleaning compound,NOI. CAS NO.:MIXTURE Chemical Description: 1,2,3-Propanetriol,Glycerine UN/NA#:N/A DOT Hazard Class: Not considered as hazardous DATE OF ISSUE: 07/15 SECTION I-HAZARDOUS INGREDIENTS/EXPOSURE LIMITS Hazardous Ingredients: CAS# TLV/PEL AGENCY TYPE SARA-313(%Range) NO HAZARDOUS INGREDIENTS SECTION II-EMERGENCY AND FIRST AID PROCEDURES EYE CONTACT:Flush eyes with plenty of water.Get medical attention if any sensations persist. SKIN CONTACT:Wash off with plenty of water and soap. INHALATION: (breathing)Remove to fresh air if effects occur.Consult a physician. INGESTION: (swallowing) Remove material from mouth.Drink plenty of water.If large amount swallowed or symptoms develop get medical attention. SECTION III-HEALTH HAZARDS/ROUTES OF ENTRY EYE CONTACT: Can cause irritation. SKIN CONTACT:Unlikely to be irritant. INHALATION:(breathing) Not applicable at ambient temperature. INGESTION:(swallowing)Unlikely to be harmful unless excessive amount swallowed. SECTION IV-SPECIAL PROTECTION INFORMATION VENTILATION:Provide general and/or local exhaust ventilation to control airborne levels below the exposure guidelines. RESPIRATORY PROTECTION:Atmospheric levels should be maintained below the exposure guideline.When respiratory protection is required for certain operations,use an approved air-purifying respirator.In misty atmospheres,use an approved mist respirator. SKIN PROTECTION:Use gloves impervious to this material. EYE PROTECTION:Use safety glasses.Safety glasses should be sufficient for most operations;however,for misty operations wear chemical goggles. EXPOSURE GUIDELINE(S).TLV-TWA:10 mg/m3(mist) SECTION V-REACTIVITY DATA STABILITY:Stable INCOMPATIBILITY:(materials to avoid)None HAZARDOUS DECOMPOSITION PRODUCTS:Thermal decomposition may release acrolein. HAZARDOUS POLYMERIZATION:Will not occur SECTION VI-SPILL OR LEAK PROCEDURES PRECAUTIONS IN CASE OF LEAK OR SPILL:Clean up spill with absorbent material WASTE DISPOSAL METHOD:Do not dump into any sewers,on the ground,or into any body of water.All disposal methods must be in compliance with all Federal,State/Provincial and local laws and regulations.Regulations may vary in different locations.Waste characterizations and compliance with applicable laws are the responsibility solely of the waste generator. D ) _ NOV 1 4 2017 Page 18-409 Tse V IA, k""A- A ;.��•�3 L t UTILITY ENTERPRISES,INC. 700 MAIN STREET, WESTBURY,NY 11590 (516)997-6300-FAX#(516)997-6345 FIRE&ICE MASTER GL48 SECTION VII-STORAGE AND SPECIAL PRECAUTIONS HANDLING AND STORAGE PRECAUTIONS:No specific protective measures are required. SECTION VIII-FIRE AND EXPLOSION HAZARD DATA EXTINGUISHING MEDIA:Extinguish with water fog or fine spray,dry chemical,CO2,or a universal type foam. FIRE AND EXPLOSION HAZARD:During a fire,smoke may contain the original material in addition to unidentified toxic and/or irritating compounds.Hazardous combustion products may include and are not limited to:aldehydes,carbon monoxide. FIRE FIGHTING PROCEDURES:Keep people away.Isolate fire area and deny unnecessary entry.Burning liquids may be moved by flushing with water to protect personnel and minimise property damage.Burning liquids may be extinguished by dilution with water.Do not use direct water stream.May spread fire. SECTION IX-PHYSICAL DATA APPROXIMATE BOILING POINT(DEG F): >500 PER CENT VOLATILE: 0 SPECIFIC GRAVITY(68 F): 1.15 FLASH POINT(TCC,DEG F): 320 deg F(COC) RELATIVE EVAPORATION RATE >1 PER CENT SOLUBILITY IN 100 (ESTIMATED): WATER: VAPOR PRESSURE @20C mmHg <0.1 hPa (CALCULATED): SECTION X-OTHER REGULATORY DATA SARA HMIS SECTION 302: NOT LISTED Health: 1 SECTION 311 &312: NOT LISTED Flammability: 1 SECTION 313: NOT LISTED Reactivity: 0 TSCA All components are in full compliance CALIFORNIA PROPOSITION 65 with the TSCA inventory. NOT LISTED RCRA CERCLA Waste material would be a D001 NOT LISTED CARCINOGENICITY: NOT LISTED with NTP or IARC. NOTICE The supplier disclaims all expressed or implied warranties of merchantability or fitness for a specific use,with respect to the product or the information provided herein,except for conformation to contracted specifications. All information appearing herein is based upon data obtained from manufactures and/or recognized technical sources. While the information is believed to be accurate,we make no representations as to its accuracy or sufficiency. Conditions of use are beyond our control,and therefore users are responsible for verifying the data under their own operating conditions to determine whether the product is suitable for their particular purposes and they assume risks of their use,handling,and disposal of the product Users also assume all risks in regards to the publication or use of,or reliance upon,information contained herein. This information relates only to the product designated herein, and does not relate to its use in combination with any other material or process. Page 2 18-409 TECHNI I P? 1 " TI RE wim r1CJ, I a w- 7.7 I1,F. ola, r., 1! L. III_{full m2r.4-l-'n-lav da M n - -�rj, -iroF-=-r orr- ��j r v, 11k.,c Ic L), f 3ccr-rrT-e nre,- P t-.,FPA F;� C,,tl IF W* Yce,[IP i n o.-bea'r•cDed 4%-o ri- �ro x 0 Fre.ez.c., Proteclt io n i d MRII CTIC,NS FOR USE. Noavv Protec`Io r, to as s t r o on lmiiipr i! Fif 1:11)1,-i :;trV r u-ii i'i il, J ,IC7Fa C'u.4AGE_[IPOTEGTION VOL' FLUO)F:]ItdT j - � N � + i7+s.Ffi�°:=81'dEf?d�Ek.•,i.� ._ � .t. 1 'i TrEC'iM,+kl-C:C'gauCrr.°CC"y �v`{` ;`•li ` j ''i r I - i ! - '.,r,-r' .,rn�' y- •*ii '--°� -• "1'° ,,s; M �tl;'. . 'h.CAT , HOW TO SQE YOUR SYSTEM IF -1 I •' 1 ['tl^(- 'i" i 1 • }, ` I Ppl i- .,°s ,d, 1 ! -' '' •• ' ` - .�- ,. - .tt _,#' + ,{` + }._ ! t`r{ _,_, ,'i-' Tek+"# ' .4�lia��.•�''"�"�� U ,�'his- #' i t '# --� - .-f' � - 'u`Si"ie>„- ,. n.; '-' 'd 1 ''` _ P _zi f 'o j"+1 h t !a Sig ro p S 100 BAY ROAD GREENP®RT (NIENCHINI) Fire Sprinkler Reports for CUSTOM"ISLAND,HOMES -51~NORTH BAY'AVE EAS T P O RT11:941, -y.` AA 111111 1, k Prepared By Sentry Sentry Automatic Fire Protection 735 Flanders Road Flanders, NY 11910 APR _ 7 2017 631 7233095 03/20/17 E1MDING DEPT. TOWN O-FSO OLD y Elite Software Development,Inc. Fire-Fire Sprinkler Hydraulics Calculation Program ^ _ Sentry Automatic Sprinklers '� 'r 100 BAY ROAD GREENPORT(MENCHINI) Hampton Bays, NY 11946 % • 'S. T. Page 22- General General Project Data Report General Data Project Title 100 BAY ROAD GREENPORT Project File Name. 100 Bay Road, Greenport NY (MENCHINI) (Menchini) fiw Designed By. Sentry Date: 03/20/17 Code Reference- NFPA13D Approving Agency. Client Name: CUSTOM ISLAND HOMES Phone- 6313250095 Address. 51 NORTH BAY AVE City, State Zip Code. EASTPORT NY 11941 Company Name Sentry Automatic Fire Protection Representative: Michael Caldiero Company Address: 735 Flanders Road City And State: Flanders, NY 11910 Phone. 631.723 3095 Building Name MENCHINI RES Building Owner: GINO & CAROL MENCHINI Contact at Building LESTER WALSH Phone at Building, Address Of Building. 100 BAY ROAD City, State Zip Code GREENPORT NY Pro'ect..®ata Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 189 ftZ Maximum Area Per Sprinkler: 144 ftz Default Sprinkler K-Factor 490 K Default Pipe Material BLAZEMASTER CPVC Inside Hose Stream Allowance. 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance 0.00 gpm Sprinkler Specifications Make Reliable Model- RFC Size, .5 Temperature Rating- 155 F Vater Supply Test`®ata = - Source Of Information: SCWA Test Hydrant ID. 825074000 Date Of Test: 03/16/17 Hydrant Elevation: 0 ft Static Pressure 6300 psi Test Flow Rate 314.00 gpm Test Residual Pressure. 3700 psi Calculated System Flow Rate, 29.23 gpm Calculated Inflow Residual Pressure. 4546 psi Available Residual Pressure At 6268 psi System Flow Calculation,Project 'DA' a Calculation Mode Demand HMD Minimum Residual Pressure- 7.00 psi Minimum Desired Flow Density 0.10 gpm/ft' Number Of Active Nodes: 11 Number Of Active Pipes. 10 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers 0 C:\ \100 Bay Road, Greenport NY (Menchini)fiw Wednesday, April 5, 2017, 3.41 PM Fire-Fire Sprinkler Hydraulics Calculation Program• Elite Software Development,Inc. 100 BAY ROAD GREENPORT MENCHINI Sentry Automatic Sprinklers ( ) Hampton Bays, NY 11946 !. .; Page 3 Fire Sprinkler Input Data Node fn'pu"t Data Area Group Sprinkler Pressure Node Elev (ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate (psi) Branch Non- Flow (gpm) No. Branch Description (in) Branch Len Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 1 No Discharge ---- N/A 963 3300 000 ---- 0 000 0 0 ---- 0 0 000 2 No Discharge ---- N/A 10.55 33.00 0.00 ---- 0 000 0 0 ---- 0 0 000 3 No Discharge ---- N/A 1082 33.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 4 No Discharge ---- N/A 1645 21 00 000 ---- 0 000 0 0 ---- 0 0 0.00 5 No Discharge ---- N/A 17.21 21 00 000 ---- 0.000 0 0 ---- 0 0 000 6 No Discharge ---- N/A 2242 1000 000 ---- 0.000 0 0 ---- 0 0 0.00 7 No Discharge ---- N/A 26.25 4 00 000 ---- 0.000 0.0 ---- 0.0 000 8 No Discharge ---- N/A 38.22 4.00 0.00 ---- 0 000 0 0 ---- 0.0 0.00 9 No Discharge ---- N/A 45.46 -600 0.00 ---- 0.000 0.0 ---- 0 0 000 98 Sprinkler ---- 4 90 9 16 3300 000 ---- 0 000 0 0 ---- 0 0 000 99 Sprinkler ---- 4.90 8.64 33.00 0.00 ---- 0 000 0.0 ---- 0 0 0.00 C:\ \100 Bay Road, Greenport NY (Menchini) fiw Wednesday, April 5, 2017, 3:41 PM Fire-Fire Sprinkler Hydraulics Calculation,Program Elite Software Development,Inc. , 100 BAY ROAD GREENPORT MENCHINI Sentry Automatic Sprinklers � ;�, - � ) Hampton Bays, NY 11.946 Page 4 Fire Sprinkler Input Data Pipe 'Inof,Data Nominal Nominal Fitting Total CFactor Beg End Pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 99 1 BLAZEMASTER CPUC 1.000 0 ET 1475 1200 2675 150 98 1 BLAZEMASTER CPVC 1 000 0 T 700 5.00 1200 150 1 2 BLAZEMASTER CPVC 1.500 0 T 33.00 800 41.00 150 2 3 BLAZEMASTER CPVC 1 500 0 E 3.50 9.00 12.50 150 3 4 BLAZEMASTER CPUC 1 500 0 T 11.00 8.00 1900 150 4 5 BLAZEMASTER CPUC 1 500 0 2E 16.00 1800 34.00 150 5 6 BLAZEMASTER CPVC 1.500 0 E 11.00 9.00 20.00 150 6 7 BLAZEMASTER CPVC 1.500 0 3E 28.00 27.00 55.00 150 7 8 Backflo Prev 12.000 Loss 8 9 TYPE M COPPER TUBE 1.500 0 2ET 4500 2410 69 10 120 C-\ \100 Bay Road, Greenport NY (Menchini).fiw Wednesday, April 5, 2017, 3.41 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.. Sentry Automatic Sprinklers '' '` 100'BAY ROAD GREENPORT(MENCHINI) Hampton Baj s, NY 11946 7'Z47.1 Pa e 5 Fire Sprinkler Output Data Overall Node Grouping Output Data , Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg Node Imbalance Beg. End Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure (psi) Node (gpm) 1 99 0 1440 0.00 000 0.00 9.63 -000259 1 98 0 14.83 1 2 0 -29.23 2 1 0 29.23 000 000 0.00 10.55 000000 2 3 0 -2923 3 2 0 29.23 000 0.00 000 10.82 000000 3 4 0 -29.23 4 3 0 2923 000 0.00 000 1645 000000 4 5 0 -29.23 5 4 0 2923 000 0.00 000 1721 0.00000 5 6 0 -2923 6 5 0 2923 000 0.00 000 22.42 000000 6 7 0 -2923 7 6 0 2923 000 0.00 0.00 26.25 -006973 7 8 0 -2930 8 7 0 29.30 000 0.00 000 3822 0.06973 8 9 0 -2923 9 8 0 29.23 0.00 000 -29.23 45.46 98 1 0 -1483 14.83 000 0.00 9.16 0.00230 99 1 0 -14.40 1440 0.00 0.00 8.64 000280 C:\ \100 Bay Road, Greenport NY (Menchini).fiw Wednesday, April 5, 2017, 3.41 PM F Fire-Fire Sprinkler Hy'draulicsCalculationr Program, - Elite Software Development,Inc. Sentry Automatic Sprinklers'. ^r� i ' ' . 100 BAY ROAD GREENPORT(MENCHINI) Hampton Bays, NY 11946 ',': �_ Page 6 Fire Sprinkler Output Data Overall Pipe Output Data Beg. Nodal Spk/Hose Residual Nom. q (gpm) F L/ft Pipe-Len Dia PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len PT-(psi) (fps) Type-Grp (ft) 99 4.90 33.00 14.40 8.64 1 00 14.40 0.03705 14.75 0 991 1 0.00 33.00 0.00 9.63 1 101 1440 ET 12.00 0.000 BLAZEMASTER CPVC 150 485 0 2675 0.991 98 490 3300 14.83 9.16 1.00 1483 0.03912 700 0.469 1 0.00 33.00 0.00 9.63 1 101 1483 T 5.00 0 000 BLAZEMASTER CPVC 150 5.00 0 1200 0.469 1 0.00 33.00 0.00 9.63 1 50 000 0.02238 33.00 0.918 2 0.00 3300 000 10.55 1 598 29.23 T 800 0.000 BLAZEMASTER CPVC 150 468 0 41.00 0 918 2 000 33.00 0.00 10.55 1.50 0.00 002238 350 0 280 3 000 3300 0.00 1082 1.598 2923 E 9.00 0.000 BLAZEMASTER CPVC 150 468 0 1250 0.280 3 0.00 3300 0.00 1082 1.50 000 0.02238 11.00 0.425 4 0.00 21 00 0.00 16.45 1 598 2923 T 800 5.196 BLAZEMASTER CPVC 150 4.68 0 19.00 5.621 4 0.00 21 00 0.00 16.45 1.50 0.00 002238 1600 0 761 5 0.00 21 00 000 1721 1.598 29.23 2E 1800 0 000 BLAZEMASTER CPVC 150 468 0 3400 0 761 5 0.00 21.00 000 1721 1 50 000 002238 11 00 0.448 6 000 10.00 000 22.42 1 598 2923 E 900 4 763 BLAZEMASTER CPVC 150 4.68 0 2000 5.211 6 0.00 10.00 000 22.42 1 50 0.00 002238 2800 1 231 7 000 400 000 2625 1.598 29.23 3E 2700 2 598 BLAZEMASTER CPVC 150 4.68 0 55.00 3.829 7 Backflo 400 2625 29.30 Prev 8 12 00 psi 400 3822 8 000 400 000 3822 1.50 000 004219 4500 2.916 9 0.00 -6.00 0.00 45.46 1527 29.23 2ET 2410 4.330 TYPE M COPPER TUBE 120 5 12 0 69.10 7 246 C•\ \100 Bay Road, Greenport NY (Menchini).fiw Wednesday, April 5, 2017, 3:41 PM Fire=Fire'Sprinkler Hydraulics Calculation Program a`. _ Elite Software Development,Inc. Sentry Automatic Sprinklers 100 BAY ROAD GREENPORT(MENCHINI) Hampton Bays,.NY 11946- 7?• _ _ Page 7 Fire Sprinkler Output Data Overall Sprinkler SOutpu#Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure Density Discharge Node No Code KFactor(K) (feet) (psi) (ftZ) (gpm/ft2) (gpm) 98 490 3300 9 16 14400 0 103 1483 Sub Totals For Non-Group 144.00 0 103 1483 99 4.90 3300 8 64 14400 0.100 1440 Sub Totals For Non-Group 144.00 0 100 14.40 Totals For All Groups 28800 0.101 29.23 C:\ ..\100 Bay Road, Greenport NY (Menchini).fiw Wednesday, April 5, 2017, 3:41 PM ' Fire-Fire Sprinkler'Hydraulics Calculation Program Elite Software Development,Inc. t' 100 BAY ROAD GREENPORT MENCHINI Sentry Automatic Sprinklers ( ) Hampton Bays, NY 11946 :'rsva. ;, Page 8 Fire Sprinkler Output Summary Hydraulically'IWO'st'®emanding, Sprinkler- Node HMD Sprinkler Node Number 99 HMD Actual Residual Pressure 8.64 psi HMD Actual GPM 14.40 gpm Sprinkler'Surnmary- . Sprinkler System Type: Wet Specified Area Of Application- 18900 ft2 Minimum Desired Density. 0.100 gpm/ft2 Application Average Density 0.155 gpm/ft2 Application Average Area Per Sprinkler 9450 ft2 Sprinkler Flow- 2923 gpm Average Sprinkler Flow. 1461 gpm Flow,Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 8 - 9 ) 5 12 ft/sec Maximum Velocity Pressure ( In Pipe 8 -9 ) 0 18 psi Allowable Maximum Nodal Pressure Imbalance- 0 1000 psi Actual Maximum Nodal Pressure Imbalance 00498 psi Actual Average Nodal Pressure Imbalance: 0.0095 psi Actual Maximum Nodal Flow Imbalance. 00697 gpm Actual Average Nodal Flow Imbalance. 0.0134 gpm Overall WworkSOmmary Number Of Unique Pipe Sections- 10 Number Of Flowing Sprinklers. 2 Pipe System Water Volume 16.04 gal Sprinkler Flow' 29.23 gpm Non-Sprinkler Flow- 000 gpm Minimum Required Residual Pressure At System Inflow 45.46 psi Node. Demand Flow At System Inflow Node 2923 gpm C'\ ..\100 Bay Road, Greenport NY (Menchini).fiw Wednesday, April 5, 2017, 3.41 PM _t F 1 Fire-Fire Sprinkler Hydraulics Calculation Program , . :� RElite Software Development,Inc. Sentry Automatic`Sprinklers _{ ' '' 100 BAY ROAD GREENPORT MENCHINI Hampton Bays; NY 11946 t r.�;; _, Page 9 Fire Sprinkler Output Data "ydraulic.Supply/Dem'an'd, Graph . 100 90 80 N 70 Q 60 L 50 nL L.L 40 30 20 10 0 1 2 3 4 5 6 7 8 9 10 Flowrate(x100) gpm Supply Curve Data Static Pressure: 63 psi Test Residual Pressure. 37 psi Test Flow Rate: 314 gpm Demand Curve Data Calculated Residual Pressure 45 46 psi Calculated Flow Rate. 29 23 gpm Excess Available Residual Pressure At Calculated Flow. 17 22 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 28.89 psi C'\. .\100 Bay Road, Greenport NY (Menchini).fiw Wednesday, April 5, 2017, 3:41 PM 0014 r• �, . ., p A s4�. - ;yr.0.Ei-w"�'Pr1, � �r•e» i=7. _ tilriSe= 000(;) F AV, tw t7777`77 5 . 00 ,c" �ty r• - rf,.£k. .. ,n.«F,.^a. r$'^ •1.. `' T y'Sf.°L:.3�.m.,. , , '.'flo � 0110�qg� may,{gy 6 C MOIJ 0 40 P01=0 lid y Mp�q �g yy '�"� '[ppm} o$ g�.roo4' un j tai ;l °a I &F t3k ib xf � &4�� uije:)Alg `J^`¢;gas --e.=^^,:,.� ,. r;;�"s' °`�•''�8�� '��<'s-;?rte`;„�c�p o ou ��';�tii'.;�?r° og °ipd Gallo oll 40 VOPIOS Pat NVI VI -:)Allg 'dOAd OU , 1070j"', 3Hi m ino JHeny:o se iemo' 77 s« .� 3*'rc'+'•'kT w - �1' So'' ,;,' � "'`'y, ,� .L*• ,. , *�� may." '^ P <„y ,� a f'°°de Al 7651-1802 INSPECTION ' ` E FOUNDATION ` , , ' TION ; FRAMINGND- FOUINUA ,. APP# I FINAL - r yb ��1Ns $[ "CHIMNEY _ ; Y " _ ' $y+/'�$j §��S p$f��$��'r°M��t �y}�„ _$��$I��&p ��a[y,�{¢[ $�NMr i1{fib ¢{�� $y�, t ffi' a Y= -.i 8 @wr RIIWW' y. CO TST RWT - ., Y R 9» R 4Y tl°T PE ° £'i ,� LE s r , ..,,,waA -•,�"Y�t`,"-. °e#4 nkr W"s'".,�� •sW�� ..3+,eewa '� �ah»;�gz.j«b"C� ° ��m'+'a.t° " ! •�!'�-'�K o ' a Y W Win^"","^6"`acm" b ,, � xtr+e ,.�- 'wr "wi , f 9 � , + p , 3 a• i " max •X f ",*.4 _ Y OF$.,,,.Z �`�'jJ-`}94,4F°' �8,p ,F6 $�C, w•��w w.w+"•g �° ` , U . esidential Flat Sprinklers Ca'-U,tion r Read v ^, ' Instailation Instruttions Fort. Residential ential Fl t Concealed Sprinklers ° 0 11,4 g 13 CA RF-C4. (SIN RAQ316) -RFC s I ? I Rrc 5 SIN RA09 14r4 General Instructions `�_ L✓i:'r;r�i r��3?1 L'i;3;�'a�;�'-1� ��:.fi"t:'I�'i'ise"d$:?i�i.�� `i�Pa�s�� .° at.(p At ;, + t £"FCi isi as 4. Oo stat imt-,i1cwrt� ,afez3 in cell hwie positve rt�k,-:w in '?ha space ov , and n:'t coon,Ine ca ;goat I°(deso An o ea pfiii,jyr9 space, 5, Use the ;o? `,r Vi. AC)(RCffet W 8011?# 5)10 h� E' 63 "i"ji ndju:tlt.dP.t c1 blah C,ver Pr,wade band w;n- of x1:e r°L"tter CI o to 1;°I tfr°clockvii!3 dir'VZC60,E I Dtl R§i Approvals ._ �-.ivf` m, '1a;;Peta`1;a COa �'�9. or 032 for, w�.s(` cl t3nd i"'• "�,` ' ° wp t ;fC a1: g"$"a F C t dsi?S :�a tmTt ' }� f x C 3 6r'iiftlai*w fir « w' it s:.-f3T''P!„»t� 4 as rrSr,a �•F C ('i� i , Identification and Installation t'fir aft-to BuAe'in 2;�M lot P�:ft 3�nt. l s',94 in b ' op vown' The Reliable Automatic Sprinkler Co., Inc., 103' Fairvpevv Peak Drive =rmsicrcl, 10o% "°Y'br �� hSbli Mi`" PZ Copper gWatlow ter er Deigil NTS z Toa '��`�"ti__"'".."��`"ur�" ^)�� .,.•,. 1¢=`.'�. p.....a.., �t�."ii�rR� `r• �j",{, ra•-i•;•t•i - ,t•, -r{�,��,��"�j �.A��UIw�SL AT AS * e Ar';„ .--� P,^ �'�_'4 i 1a.77�1.`�J' 1. F A I'{'G FSI i"6�.l.3 F ,•4 :_ , ` 6-1802) i 0 i-,1r1 FOR THE „ FC�I_L�'�'r'�tIi�JC,i Ii�ISI:'EL'•i'iQi`vS: ..-„��...,,.��,.__ , .�.�„Y,•y; , „ ., �, • . !, �Ol'i`iLaATICN - `I,10 REQUIRED o�ARD FOR POURED Cuwf;C-TE . C '.�GiI - FRAI�JIIivI. Zit PLUS;PING 3. INSULATION 4. FINAL - CONSTRUC T ION MUST BE COMPLETE FOR CO. �T THE ALL CONSTRUCTION SHALL MEQ REQUIREIVIEN T S OF THE CODES 017.95V �„ YORK STATE. NOT RESPONSIBLE FOR P�'A N cy 0 f1 DESIGN-OR CONSTRUCTION E`RR-bRf S- USE IS UNLAWFUL ER c ,RTIFIGATI IV WITHOUT CERTIFICATE PLUir/IIB UPA�IC�( ON:LEAD4G0. ` QEF OF 0CC t CERTIFI�AT n�F.baC_11 SOLDER-USED'I' W MFR' SUPPLY�'SfitEJl�'i✓,�NNO�' PLUMBING EXCEE” , I—,,OF I,, . h.,., ..: _ ALL PLUMBING WASTE &WATER LINES NEED TEST114G BEFORE COVERING ,ejMM7_DiA7rE ENCLOSE POOL TO CODE FLOOD ZON UPON COMPLETION BEFORE°VIFRTER"„ CoMpLY �� H -"Nno" FLS ? ' LEC��"'� Fatjq le� TRUSS POADARDING REQUIRED %NSIP 4v DRAINAGS!NSIPECTIONS ARE REQUIRED Contj;i 'i nn,it 765-1550 before Backfill, \lit 4}v;Je Engineer's Certification that the drainage has been installed to Code. GENERAL, NOTES DESIGN CRITERIA: PROPOSED NEW 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. FE DWELLING LIVING AREAS AND DECKS - 40 PSF. WOOD DECK o ACCORDANCE WITH THE NEW YORK STATE UNIFORM SLEEPING AREA - 30 PSF. AT MAIN LEVEL BUILDING CODE, AND THE NEW YORK STATE ENERGY WIND SPEED - 120 MPH CONSERVATION CODE, AND LOCAL AUTHORITIES. SEISMIC DESIGN CATEGORY - B HOT TUB � 0 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A WEATHERING - SEVERE MINIMUM 28 DAY STRENGTH Of 3000 PSI FROST LINE DEPTH - 36" BALCONY w TERMITE - MODERATE TO HEAVY - AT BEDROOM LEVEL PRICE, 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- DECAY - SLIGHT LARCH STRUCTURAL GRADE #2 OR BETTER. ICE SHIELD UNDERLAYMENT REQUIRED YES DESIGN IN ACCORDANCE WITH AMERICAN FOREST RESIDENCE 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL PRODUCTS WOOD FRAME CONSTRUCTION MANUAL STAIR AND FLOOR OPENINGS POSTS AND PARALLEL G EE ORT NY R NP PARTITIONS EXCEPT AS NOTED ON DRAWING. FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD , U 0 ROAD WIND BORNE 10 BAY BO NE 0 - 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND w Z RI PROTECTION SCHEDULE SPACING NOT TO EXCEED 8.0 FT. DEBRIS PR OE N FLOOR BEAMS. J ARCHITECT Z AND GRADE CONDITIONS TO BE - :GREEN R00 0 6. ALL DIMENSIONS A RA PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS FRANK UELLENDAHL 0 sKnlcM START F CONTRACTOR(S) RIOR TO TAR SC EWS VER FIED BYP 16 INCH WITH 2-1 2 6 WD R IOF N 7 MI 1 3 CENTRAL U m 2 TRA AVENUE CONSTRUCTION AND ORDERING OF MATERIALS. THIS SPACING: 12 INCHES ARE TO BE PROVIDED TO COVER - o P.O,BOX 316 S BEEN DESIGNED FOR A SOIL GLAZED OPENINGS OF THE PROPOSED DWELLING GREENPORT, NY 11944 FOUNDATION HAS THE - _ — : 631-477 8624 G GRADES - TEL 0 TSF AND R OPERATIONAL ON _ CI OF TWO 2 THAT HAVE ETI AL BEARING CAPACITY DOS AND DOORS THA DON'T - EA FOR ALL WIN W A - LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT SHUTTERS OR ARE NOT EQUIPPED WITH IMPACT RESISTANT Q ., SKYLIGHT SKYLIGHT ;•:°:•e.: -.;:->::.:::.:::.:.: >: .-�_ = • -•--'=--=----'-<`. •- - --• THESE CONDITIONS ARE MET. ALL FILL BENEATH GLAZING. °; e OWNER CONCRETE SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY. MECH'L WILLIAM H. PRICE, JR WINDOW SCHEDULE SPACE 828 FRONT STREET GREENPORT, NY 11944 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE PROPOSED WINDOWS ARE ANDERSEN A-SERIES COASTAL PRODUCTS - TEL: 631-477-1016 SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER GLASS TO BE HIGH PERFORMANCE LOW-E GLASS BY TRIPLE UPRIGHTS. ALL HEADERS TO BEY MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS ROOF PLAN HARDWARE - ANVERS, SATIN NICKEL FINISH 8. PROVIDE FIRESTOPPING AT ALL LEVEL EXTERIOR COLOR: DOVE GRAY, NO EXTERIOR TRIM, ` U . PENETRATIONS INTERIOR FINISH: PRE-FINISHED WHITE Mark Size Description Quantity 9. PROVIDE FLASHING AT ALL ROOF BREAKS, ' CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS A ca.19 x$ NANAWALL FOLDING GLASS UNIT 1 �+ AND DECKS ETC.. SL73, DOUBLE IG IMPACT, LOW-E d B APW5480-ACW2650-ACW2630 - MULLED UNIT, FOYER 2 C AAN3030-3 AWNING WINDOW, KITCHEN 2 c 10, DO NOT SCALE DRAWINGS. D APW4080 PICTURE WINDOW, SW CORNER 4 1 ❑ ❑ ❑❑ ❑ 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- E ACW3050-APW3030 CASEMENT/FIXED COMBO 4 '` � - ,CD Z ENGINEER ARE NOT RESPONSIBLE FOR THE F (2)ACW2650-APW2630-APW5080, MULLED UNIT 1 �T -' INSPECTION, SUPERVISION, OR ADMINISTRATION OF G ACW2650-APW2630 CASEMENT/FIXED COMBO 3 a ,1t THIS CONSTRUCTION PROJECT. FEDERAL, STATE H ACW2650 CASEMENT - Bath 1 and 3 3 'N' ND LOCAL ZONING AND BUILDING CODE COMPLIANCE CONTRACTOR. L ACRD60 CIRCULAR SPECIALTY UNIT 1 J FWGD8080 GLIDING DOOR - BEDROOMS 3 SHALL BE THE RESPONSIBILITY OF THE K FWGD111080-3 GLIDING DOOR UNIT - MBR 1 2 At ' ' o M APW5080 PICTURE WINDOW, LR,DR, 3 g 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO N 3080 STEEL DOOR TO ROOF 1 FACILITATE CONSTRUCTION AND SHALL NOT BE P 3080 WOOD ENTRY DOOR, GLASS 1P ;A ti4�ASL o CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. DRAWING SCHEDULE � x' ' - - ��' '§�-�•e~��s z + xZ6 13. THIS STRUCTURE HAS BEEN DESIGNED IN A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES � ACCORDANCE WITH THE NEW YORK STATE ENERGY A-2 FRONT YARD SETBACKS - AVERAGING METHOD STREET ELEVATION CONSERVATION CODE. A-3 SITEPLAN Z W DATE: 06/11/2016 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL A-4 GRADE BEAM PLAN, PILES SCALE: 1/8" = V4 CHANGES PRIOR TO AND DURING CONSTRUCTION. A-5 STREET LEVEL - FOUNDATION PLAN A-6 MAIN FLOOR PLAN Y� TITLE SHEET 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE A-7 UPPER FLOOR PLAN PROPOSED 4—BR SINGLE FAMILY RESIDENCE ELEVATED ABOVE FEMA FLOOD PLANE w Design Criteria DESIGNED AND SPECIFIED BY OTHERS. A-8 ROOF PLAN ELEVATED WOOD DECK WITH HOT TUB — EXTENSIVE GREEN ROOFING SYSTEM o GENERAL NOTES A-9 CROSS SECTION A-A 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND A-10 FOUNDATION WALL DETAILS, WALL SECTION B-B DWG. NAME INSURANCE NECESSARY TO PROTECT THE ENGINEER A-11 NORTH AND EAST ELEVATIONS BUILDING PERMIT APPLICATION o A-1 AND OWNER. A-12 SOUTH AND WEST ELEVATIONS 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS A-13 PLUMBING RISER DIAGRAM p DWG. NO UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. A-14 CONNECTORS, CRITICAL PATH _ A-15 NAILING SCHEDULE, FRAMING NOTES �.-•rrrrrrr.--�rrrr rrrrrrrrrrrr,--+r'-'.--�rrr�'rrrrr rr . , r r rr+rr--�rrrrrrrrrr rrrr rrrrr rrrrr�rrrrrr�rrrrrr-�rrrrrrrrrrrrrr•r�rrrrrr--�rrrrrrrr rrrrrrrerrrrrrrrr.rrrr�rrrrrrrrrrrrr rrrrrrr rrrrrrr rrrrrr r,rrrr--•rrrrrrr rrrrr...r----�-�..rrrrrr rrrrrr,rrrrr-.-.rrrr,rr-•rrr.rrrr---�rrrrrrrr rrrrrrrr rrrr rrrrrrrr--•rrrrr rrrrrrrrrrrrrrr rrrrrrrrrrrr•••r r rrrrrr rrrrr+rrrrr w� PROPOSED r r r r r rr, r rr - r r r r rrr rrrrlrNEWrrrrrr rrerrrrr r r r r rrr r r •rrrrrDWELLING —-rrrrrrrPECONIC BAY .- r ------ ---- rrrrr rrrrr r r r r r r r N �--•r rrrrrrrrrrrrrrrrrr rr rrrrrrrrrrr rrrrrrr� � rrrrrrrr.--�rrrrrrrrrrrrrrrrrrrrrrr r� w -�rrr rrrr rrr rrrrrr rrrrr rrr rr.-- o �rrrrrrrrrrr rr rrrrrrrrr.- U -•r r r r r r r r r r r r r� � PR'CE SANDY BEACH RESIDENCE GREENPORT, NY w 100 BAY ROAD w z ARCHITECT FRANK UELLENDAHL 123 CENTRAL AVENUE o P.O.BOX 316 r GREENPORT, NY 11944 r r C TEL: 631-477 8624 -rrrrrr--r- w r r r r r r r r rrrrrrrrr.- �rrrrrrrrrr� OWNER �rrrrrrr r.�rr. � WILLIAM H. PRICE, JR r rrrrrrr.--•rr.- 828 • •rr.--�rrr r r.-�r r r •rrr rr�-rrr rr,-- FRONT r r r r,�.-,,�r r,__,r,�,-•.- � STREET GREENPOENPORT,, NY NY 11944 r r r r r r r r r r r r—r-•r r r r. r r r r r r r r r r r r AVERAGING FRONT YARD SETBACKS TEL: 631-477-1016 •.---�rrrr - -•rr.�.---�.-�rrrrrr.�.� Y r r r r r r r 36.2'+15'+13.3'+45 = TOTAL: 109.5 FEET r r r r r r r r r r r r ---•r r r r r r r r r.__.r DIVIDED BY TOTAL NUMBER OF PROPERTIES = 4 � � .�.F r r r r r r r r r r r r r r r AVERAGE SETBACK: 109.5 FEET: 4 = 27.4 FEET err rrrr fr- r r r r r r r r r r r r PROPOSED FRONT YARD SETBACK = 28.5 FEET •rrr r. Y a �� •rrrr ��q, •rrrrr -•rte ,,1��\ 4�No 'Yft at.' O •r r r r r r r r r� \`JI�`t+ 11JJ" N �-�,V� 4 r r r r r r a c� r r r CDC w a V m ca N D Z µrow O N �O DATE., 06/11/2016 SCALE: N.T.S � Y FRONT YARD z o SETBACKS (AVERAGING) N N BAY ROAD DWG. NAME E © DWG. NO ADWG. NO2 PROPOSED ' ELEVATIONS REFERENCE NAVD "88 DATUM TEST HOLE EL.=6 AREA SUMMARY NEW PROPOSED HOUSE ENTIRELY WITHIN FLOOD ZONE McDONALD GEOSCIENCE LOT AREA to tie line = co.42,381 SF DWELLING AE (EL=6) as SHOWN ON F.I.R.M. #36103CO1176H 9-20-97 LOT AREA to wetland flags ca.14,506 SF= 100.00% o BROWN LOAMY SAND SM PROP. BLDG. COVERAGE = ca. 1,828 SF = 12.60% ALL DWELLINGS WITHIN 150 FEET OF SUBJECT 2' — PROP. DECK COVERAGE = ca. 782 SF = 5.39% PREMISES ARE CONNECTED TO PUBLIC WATER 4' _ BROWN FINE TO COARSE SAND SM MAX, BLDG. COVERAGE = ca.2,522 SF = 17.99% e 5.3' — GRAYISH BROWN CLAYEY SAND SC ai PROPOSED DWELLING � PRICE, WATER IN GRAYISH BROWN RUN-OFF CALCULATION FOR 2" OF RAIN TO BE CONTAINED ON SITE 10' _ CLAYEY SAND sc ® PROPOSED DECK EXTENSION RESIDENCE ROOF AREA: 2065 SF: 100% run-off coefficient = 344 cu ft WATER IN PALE BROWN FINE SURVEY BY JOHN EHLERS, L.S. GREENPORT, NY PROPOSED GALLEY SYSTEM PROP. STORM DRAINAGE SYS, TO COARSE SAND SW DATED: MAY 13, 2015 revised UNIT SIZE: 8.5'x4.75'x2.0'DP dedicated to ROOF RUN-OFF 17. = 100 BAY ROAD each unit will achieve USE: (2) 6' DIA. x 4' DEEP DRYWELLS: 178.6 CU.FT ?> BEACHGRASS & OTHER NATIVE PLANTS 40 SF leaching area 8 J ARCHITECT Z O FRANK UELLENDAHL EL.=5.5' EL.=6.1 EL.=3.5' OFG D N85 38'40"E 49.42' - m 123 CENTRAL AVENUE °•� .,. _ o P.O.BOX 316 EXISTING DRAIN PIPE-2,= EP EP 20 ='' > °' d: ° a;° ° -_-- - GREENPORT, NY 11944 to be removed TEL: 631-477 8624 r o TEST HOLE EP EP °:. a ° "> ¢o Landward Edge of Tidal Wetlands as ''';:t ;_. -_ - OWNER o- g P CP z o Delineated by NYSDEC on May 20, 2011 ° m M _ = `. _ o WILLIAM H. PRICE, JR �- o =.� b = ,' ;: ° +°. _ � 828 FRONT STREET C3- o ,CP CP W N °' a:a `' per,"a� U) w GREENPORT NY 11944 v, Q 5 4 o de k cantilever FLAG C ° .®' ca m 10 9' ove grade y^ z �, c=,a:: �' r '_F. 3 TEL: 631-477-1016 o CP CP W _ grade of dlsdurbed _ LiJ Y 7-4 CID CID T o z a 4' - FLAG B PROP. T/0 CURB EL.= .7' - --- 63 d. e° . ? _- -- a = o �, PROP. B/0 CURB EL.=�5.6 - FLAG A '.,; °° =e ((�� 1000 GAL. BURIED & '` :a �;: -------- N " PROP. WATER SERVI E PROP. PERVIOUS DRIVEWAY n SECURED GAS TANK 's` ': o EL.=5.4' EL.=6.1' EL.=4.0'. S85 38'40"W 418. 28.5' PROP. STORM DRAINAGE SYS, o o = z Z FRONT YARD dedicated to ROOF RUN-OFF CD LAND NOW OR FORMERLY OF CLERKE USE: 2 6 DIA. x 4 DEEP DRYWELLS: 178.6 CU.FT PROP. FF EL.=14.5' .� ,1y.UAL( 'Si a = Y Y �, ( ) DWELLING PUBLIC WATER �- ��✓off/ �� , o �_ GALLEY SYSTEM - C7 VJ Z (n (n 2 GRADE EL.=6.4' GRADE EL.=7.3' T�21�� EL.=6.3' GARAGE EL. 6.0' EL.=5.4 MIN. 1 - MAX. 2 COVER � �� o o N N o SEPTIC TANK HOUSE TRAP ^ o o ^ M GALLEY UNIT: GALLEY UNIT: V=4.7 INV=5.5' 1000 GALLON INV=5.8 INV=6.2 ^ o 8.5'x4.75'x2.O'dee 8.5'x4.75'x2.0'dee2.5'H o O O ^ ^ O P P 10 DIA x 2.5 H EL.=3.0 N ° ° • ` ° EL.=2.7' c a DATE: 06/11/2016 .' t N SCALE: 1° = 40' ELEVATION 0.5' HIGHEST EXPECTED GROUNDWATER EL.=0.5' HIGHEST EXPECTED GROUNDWATER Z ° ° • • .o. PROPOSED SITE PLAN REMOVE UNSUITABLE SOILS AND BACKFILL - _ Y u to 10 BEL W iOE ° ��r- CROSS SECTION SEPTIC SYSTEM SCTM# 1000-43-05-10 � SITE PLAN •° WITH SANE) MD-GRAVEL °P FT. . 9 .0 _ NOT TO SCALE TOWN OF SOUTHOLD .. t a DWG. NAME SUFFOLK COUNTY, NEW YORK �o SCALE: 1" = 40' © DWG. NO A-3 PILING NOTES 10--71' $-$ 8'-8 8- PROPOSED 1-4> NEW PILES 12" DIAMETER CLASS ;B' CCA TREATED DECK GIRDERS TO BE (2) 3X12 CCA TREATED Rx6 p\pGONP� SOUTHERN YELLOW PINE, 25 LONG, DRIVEN TO SOUTHERN YELLOW PINE, BOLT GIRDER TO PILING I o DWELLING 20 TON CAPACITY EACH, SEAT CUT TOP OF WITH (3) 5/8 DIA. GALVANIZED CARRIGE BOLTS. �Rp,CF I o PILINGS FOR EACH GIRDER, BOLT GIRDER TO TOP OF DECK GIRDER TO BE EL. + 13.50 MSL. 4x6 Q\pGCNP `n PILING WITH (3) 5/8" DIAMETER BOLTS AT EACH CROSS BRACES: PROVIDE 4x6 CCA TREATED CONNECTION, PROVIDE PILING CERTIFICATION FOR W SOUTHERN PINE DIAGONAL BRACES, CONNECT BRACE TO PILING WITH (1) 5/8" DIA. GALVANIZED p\PC �4( SHADED PILES TO BE 10" DIA. CCA TREATED BOLT AT EACH END. NX6 BRgcF PRICE O SOUTHERN YELLOW PINE, 16' LONG, DRIVEN TO TIE BEAMS: PROVIDE 3x12 CCA TREATED SOUTHERN -- o w N 15 TON CAPACITY EACH, RESIDENCE PROVIDE PILING CERTIFICATION FOR ALL PILES PINE, CONNECT TIE BEAM TO PILING WITH v 4x6 p�AG� CpNF\ 9� W (2) 5/8 DIA. GALVANIZED BOLTS. Nq( BRAC 4X6 0\P �I POOL PILES TO BE 12" DIAMETER CCA TREATEDN m £ LINE OF m SOUTHERN YELLOW PINE, 20' LONG, DRIVEN TO 6 HOT TUB ABOVE ��60 GREENPORT, NY cn 15 PRO�DECPLANG CERTIFICATION FOR ALL PILES Nx6p\PCITY EACH, -1 Cp�P�e� �c�'�9�� 1100 BAY ROAD cli6-6 �c -417- w ARCHITECT of 'i f I-1 T T—I-T I 9 FRANK UELLENDAHL 0oQ, , m 123 CENTRAL AVENUE T-I T-17I I I I I I I -�', GREENPORT, NY 11944 P.O.BOX 316 1111-3" 131_4° lo'-4 1/4 9'-1 3/4 9'-1 3/4" 9�1 /4 TEL: 631-477 8624 W OWNER Q \ + "' WILLIAM H. PRICE, JR z 828 FRONT STREET GREENPORT, NY 11944 3 TEL- 631-477-1016 4 � 111 W ' '21 o -9 ' 4 1/2" o + I � N TOP OF GRADE BEAM �� Fi + Q Q+ Q Q+ + ELEV. +5.0 MSL + m � 8'-4" 8'-4" ' ,, _ 8'-4" ELEVATOR PIT � ELEV. +5.0' MSL o N Z N - /4" 9'-1 3/4" 9'-1 3/4" o, 4 o 0 TIT 11 I-T -7 T* T 7 -` W DATE: 06/11/2016 SCALE: 3/16" = 1'-0" -� L I-L 1--i I -I-I J + + + I- GRADE PILING Q I GRADE BEAM ,- , „ PLAN w 8-7 8-7 81-7" 8-11 G 5'-9 3 4" � � � � � � I'_ � N N II� / 4-8 4-8 �- 4-8 3 4 I � �� pWG. NAME A-4 DWG. NO 3ftx3ftxlft CONCRETE FOOTING ON 10" TIMBER PILE 4" DIA STEEL COLUMNS BOLTED INTO 2ftx2ftxlft FOOTING G E PILING / GRADE BEAM PLAN SCALE: 3/16" = 1'-0" FLOOD VENTS — — PROPOSED INSTALLATION OF FLOW–THRU VENTS NEW ACCORDING TO THE TOWN OF SOUTHOLD'S CODE10 CCp D•� @ �6 o DWELLING §148-16-B (3a) THE FOLLOWING SHALL APPLY: o W SUBSTANTIAL IMPROVEMENTS TO STRUCTURES IN FEMA _ FLOOD ZONE A WHICH INCLUDES ZONE AE-6 SHALL (2) 2X10 MCA RIM JOIST �2X�� CCPin HAVE A MINIMUM OF TWO OPENINGS HAVING A TOTAL N o NET AREA OF NOT LESS THAN ONE SQUARE INCH FORo 2X10 CCA D. PRICE EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO -� 16 �, FLOODING. i ��.@ (2) 2X10 MCA RIM JOIST @ 16 O.C. �, IS 6871 SQUARER INCHES, OPEN FLOOD MULTI-FRAME AREA ti�1� CCP o RESIDENCE STAINLESS STEEL INSULATED SMART VENTS: 816 SQ,IN. / � � " PROVIDE (4) 2 OVER 2 1540 SMART VENTS / r s s -' GREENPORT, NY BOTTOM OF SMART VENTS TO BE ELEV. + 6.4' MSL / / rcm412 CCA JOIST N 100 BAY ROAD @ 16 O.C. LINE OF HOT TUB ABOVE 6'-6" SAND xARCHITECT / C, I I' 2X10 MCA D.J. @ 16" O.C. (2) 2X10 MCA RIM JOIST FRANK UELLENDAHL m 123 CENTRAL AVENUE — — P.O,BOX 316 12'-0" 10'-2" -8 -8 81411 T-I TI 1 N GREENPORT, NY 11944 TEL: 631-477 8624 LOOD• VENTS: 32.5"x16",typ• — — FLOOD VENT — — - - - - - - - OWNER o WILLIAM H. PRICE, JR �� — - - �� •_•_•_ _•_•_ �.—._._. a 4 - - - - - - - - - - - - - - - - -" I 828 FRONT STREET " 5.5"x11-7 8" flush POWER BEAM L 2" RIGID FOAM PANELS FASTENED TO CONC. WALL ` TO~ GREENPORT, NY 11944 0 12 I %` I / I 1 $ WITH 2X3 STUDS @ 16" O.C. - TYP. 3 TEL: 631-477-1016 I , o Y O 'J -D _O — Z Z LC> CD E3 CD co ! rl � N � I � z � -1ccrl- o o 2X12 C.J. @ 16" O.C. o W o �I o < P Io ¢ w/ R-43 INSULATION % o o Q J `o W BOAT STORAGE o (IDENTICAL WITH ROOF) I °< O �, GARAGE 687 SF PITCH DOWN 2 N 4" CONC, SLAB WITH �' % _ �' 0 4° CONC. SLAB WITH o I 6X6 10/10 WWM I z m 6X6 10/10 WWM Z DD m M I /" 00 O o0 OVER COMPACTED FILL -co-- OVER 6 mil MOISTURE BARRIER OVER 6" CRUSHED STONE BASE z '1 3 '� 3 AND 2 THICK RIGID INSULATION - �; �- - � `� 3'-6" I I 22'-5" 8'-0" 5'-1" 21'-8" 10" as 0 M r - - L - - - - !- - - - - - - - - - � - - - 7 - - - - FLUSH7"x14" TRT'DPSL BEAM_ _ - r - _J - - - - - - - - - - '— — — — — — — — — — — ELT PANE— — — — — — — — — m HOISTWAYMECHANICAL SPACE o I'•• Z 53"60-1/2" I I N MECHANICAL AND ELECTRICAL MUST I N o ELEVATOR,PI-0 ;; I ALO R D AIN BE ABOVE ELEV. +8.0 MSL N o 0 ELEV, -1 -0 I 2'-0" HIGH CMU WALL - o z �co 5 8"x16" REINFORCE CONC. FTG\ - - I T T-I T I I Z DATE: 06/11/2016 O 10'41 C, SCALE: 3/16" = 1'-0" w SAND o o SAND I I I I UP TO OUSE TRAP z I L — 1ST FL. — — — — PUBLIC WATER J r-, ¢ . I ; — — I Y GROUND FLOOR FOUNDATION PLAN co r FLOOD VENTS" — — — — — — — LO OD 'VENTS J o QJ N c 6., 3 5._5, I 1'-8I' I 4' g" 4'-8" 3-4" — DWG. NAME •_ r -� r © DWG, NO Ln 12" DIA. CONC. COLUMN J L _ J • 5.5" l I-�8 ff ysh POWER BEAM 1 L — J L — J 26'_ - J L _ J L _ J 10" GR UND FLOOR LAN 2'-0" 63'-0" CALE: 3/16" = 1 -0 PROPOSED NEW 3' HIGH RAILING 3' H0 o DWELLING 1/2"x3" GALV. STEEL TOP RAIL 1/2 x3" GALV. STEEL POST @ +/-48" O.C. 5/8" dia. GALV. STEEL RAILS ® 4" CLEAR SPACING �5 ALTERNATE; METAL LATTICE RAILING SYSTEM DECK 782 SF HOT TUB w/ SAFETY COVER PRICE 1X6 TIMBERTECH DECKINGU: TWIN FINISH - v RESIDENCE N � 1'_s' N DJs sistered to each CJ in this area 6'- 10'-7" 6'-5" 61-51' 10'-7" W GREENPORT, NY = 100 BAY ROAD _ In (3) 1.75"x12" LVL GIRDER.-_—L 6x6 POST \ Z ARCHITECT o 2X10 MCA RIM JOISTS — 0 �' _ _ _ _ _ J F- — — — o pp FRANK UELLENDAHL U�factorlG01�14ACT LOW-E _ o m 123 CENTRAL AVENUE o FLOOR SUPPJJORTED o o P.O.BOX 316 — � I — - - - - - - - GREENPORT,�, - - - - - - - — - - - - TL: 6314778624 DN -0" 3'-0" 1g'-p" ! 3'-Q" 5'-0" TEL; 631-477 8624 o 0 A NonaWall Folding Glas�� Unit SL73 ❑ C �, M OWNER o ) 2 12 HEADER 5.25"x18" PSL PARALLAM HEADER 6x8 POST I F-DW-1 o Z WILLIAM H. PRICE, JR (TYP.) '- -I--- —I- I GREENPORT,828 FRONY 1194SRE4 ❑ c I TEL' 631-477-1016 1� II o ❑ 1 C1.4 I I KITCHEN I N DBRNLLJ o WOOD N N I FIREPLACE ao �I I I 0 0 0 0 0 I C-4 36" N I o 1 I m DIVING/DINING RM o m o - z �, 3 RADIANT HEAT UNDER TILES 3 � i L 11 N II(7II- _ co _ oi, 1 Y C ; Ell' FO a I n u � I I ��1A X11-7/8" LVL C.J. 0 6 O.C.-R38 INSULATION 49f-0n 2f-0 f-6 10f-0n N 6u `N 1 3 N J3 d tltl � 5.5"x11-7/8" flush POWER BEAM N sosa — WE — — — —�- C> g -5.5"x11-7/8" flush POWER BEAM �� o STORAGE � ELEVATOR 17'-10 1/2" DBL. FRAMING UNDER 2ND FL. WALLS HOISTWAY f I s 2480 2868 53 x50.5 �- 3-6 DBL. LVL FRAMING Z � �`KEGERATO AROUND STAIR OPENINGC3 7Z _ _ _ _ n � o 11-7/8 TJI 360 FLOOR JOISTS @ 16" O.C. 0 11-7/8 TJI 360 FLOOR JOISTS Q 16' O.C. 4-6 �o w/ BRIDGING I w/ BRIDGING o cooler 'i Z W DATE: 06/11/2016 TU 3080 4 1 2" ' ON UP x SCALE: 3/16" = 1'-0" MEDIA ROOM 3080 3-° VOID Y MAIN o❑ RATED DURE FLOOR tem erect-I ss Q FLOOR PLAN FOYER I o DN > L DWG. NAME Efl B 3080 A-6 ©� DWG. NO L — 3' HIGH RAILING 1828 SF 17'-8" 6,142" 7'-8"© 4 Ll�2" 8'-0" 6 ,112" MAIN FLOOR PLAN SCALE: 3/16" = 1'-0" PROPOSED m NEW DWELLING 65-0" 26'-10 1/2" g'-g" 28'-4 1/2" NJ 14'-6° 4 i1�2" 11'-0" 9'-9" 6"� 3'-0" �� 10'-5" 4 L1j' 13'-1° J6,j o U W 3' HIGH RAILING PRICE 1/2x3;; GALV. STEEL TOP RAIL 5Z8°" GLV STTEE POST OS TS@ 4"48" O.CSPACING BALCONY W 287 SF W RESIDENCE ALTERNATE. METAL LATTICE RAILING SYSTEM 1X6 TIMBERTECH DECKING TWIN FINISH ST IR WALLS, 2X6 STUDS GREENPORT, NY INSTALL BLOCKING BETW. D.Js. ., w R-23 STONE WOOL INS W N Q D o EE UP D 100 BAY ROAD 2 2x12 HEADER w G (2) 2x12 HEADER ( ) N \ 2 ARCHITECT o FRANK UELLENDAHL J❑ m 123 CENTRAL AVENUE o QE o P.O.BOX 316 r' ® GREENPORT, NY 11944 BR 4 0 TEL: 631-477 8624 OWNER MBR 1 BR 3 `+ s D MBR 2 7o WILLIAM H. PRICE, JR S D S D `4 S D 828 FRONT STREET I o o DEN _ J GREENPORT, 11944 TEL- 631-4747 7-1016 i o n Y N C N "' Co C-0 -4 /2' '-4 1/2" CID Ln 4J m ~ — \ — \ - -� - M4 " r(2) 2X10 BEAM s D L- ACJ o 4 1 2" 4' 4 1/ 2' w �7 CV S D c= "' 2680 d cn i CO z 2880 0all ❑E o RADIANT HEAT UNDER HW FLOOR o -Ii — — " N i 4'-7" 3'-8" 2880 J ELEVATOR 2'-1 BATH " N '� VF W D 6'-91 2' L HVAC J -bgnGb _ _ J ^ c H 0x55.Y, r M HVAC, N / 53 x50.5 L - - _ —10"= o 3 286E LAUNDRY �W �— � Ln z v- NO � w J o 0 ER SHFOWER 441k bench bench FOYER DN ' YOGA RM. BATH 3 N N a ° CLG.HGT.; 9'-0" BATH 1 ❑D L -.11 C oU CANOPY N = z a DATE: 06/11/2016 ❑F 6j? �p o �`z SCALE; 3/16° = 1'-0 C-1. 3= UPPER © © 0 ❑H OH 0 DRAIN PIPE I w FLOOR PLAN ,16� 6'-31$ _ 4,d12" g'-2" 4)j' 8'-0" J6" 4'-6" N t/] 2'-0"ter 35-31/2" 8'-81/2" 5-01/2" 7'-71/2" DWG. NAME 65'-0" � r �o A-7 DWG. NO UPPER FLOOR PLAN SCALE: 3/16r= 1-0 EXTENSIVE GREEN ROOF SYSTEM RUN—OFF CALCULATION FOR 2" OF RAIN TO BE CONTAINED ON SITE PROPOSEDNEW CA. 1,300 SF ROOF AREA: 2,065 SF — 100% run—off coefficient — 344 cu ft o DWELLING NOMINAL THICKNESS: 4" 1" DRAINAGE LAYER PROPOSED (4) 6'DIA. x 4' DEEP DRYWELLS 357,3 Cu.Ft. 3" GROWING MEDIUM PROFILE 3' HIGH RAILING WITH GUTTER LEADERS FOR ROOF RUN—OFF (TYP/) PROPOSED ROOF PITCH: g PER FOOT 1/2;;X3° GALV. STEEL TOP RAIL z 1/2,x3" GALV. STEEL POST @ +/-48" O.C. N PRICE 1" 5/8 dia GALV. STEEL RAILS @ 4 CLEAR SPACING �, 8 SEPARATION FABRIC PROTECTION MAT ALTERNATE, METAL LATTICE RAILING SYSTEM 2tRANULAR DRAINAGE RESIDENCE 2" EXTENSIVE SOIL MIX - C;) GREENPORT, NY BALCONY BELOW 100 BAY ROAD LEADER LEADER LEADER LEADER ARCHITECT ,,,:%°ntY.' L :4.5��a{. � °i, ..: ' •o <: • ,. 'r morA. . 3' HIGH HANDRAIL°• = , 1 nb4nr tin n a®ne'iet aar,ar raa , ® nn n �•i' b. `' >�;�rr?a;l,r>mm '4 °,a e°Qro®o®�Q°'e.o:.�. FRANK UELLENDAHL 123 CE AVENUESTORAGE ' P.O.BOX316 57= GREENPORT NY 11944SHED 41 -6 1s:6 ° TEL' 631-477 8624� a,o�8r #e$e ° e o•o>e •• • bb b4q4,rPo• ° °'; n9r Sea t5 °e•. n °4r 4ra a ,. e$$$ `$•$$ °°Dm e4 Deo o°�.'��1 W tD •.,a, 4 q;�o`g 3 gr a ® o ne e o e• ® a 4r 4r 4r° ' "' r $e$e$e$m$e• • •a• •�•, ;,.'�'°, �b�e+Ev�+maa4S ee�saome;'�aon°♦°°a ean°oeaeae°,mmma ee aoeme°+mo�Q®ameaaaam6e•eQa•aoeoaaem m•aemoyaoaemo ea.ao aaeea.a,®D ea•®a�n <�q° n r ❑ = `> ^°-�r•° •e em ae$. :_ e n®en •• t'e„a�•Os� °•°°°h •n OWN ERLUFIREPLACE F5 A WILLIAM H. PRICE, JRam n nn m8n e r D'aa 828 FRONT STREET $e$m S. m¢ n � �o m° • o ; '• � GREENPORT' NY 11944 �• '''' - °o D m 'ae a a O . = 1"� ?ooe e m ° o 0 3 '' `, om® e • . e m o e e I,r'd"-�s,e e�o�:®4oe° . s6 ° � u° °° TEL 631-477-1016 m m °ID a ep p e p s a a O d e p o 0 omeo'oeoo. °e�e 8q,oe °O� g�•:.•r°`W.•°=mH1••I,a•..r.•e•_?,'•9•'• , •;,, u. e°'o._'•e°%;gp.i.1�,f;o''Tt''�omywr�m,r'o°=e y r. _e8 e°qe 4ro�4a7r4aedn'e 4a°e.oa a�e ee°ap p®aa e a°omo°eeemaeo°maa arai/aO aaa°aa°aa:aOa SooaP.°®e•°pmaeoOe°e°a.°°e a°e•• °ooeoooo om°o'm�oom e®°oee 0e eoeae♦e0°°a e,eo° e:•I•;er••"!'=,';m,mgie;1e°r.rw,e:p`�p`'r;°®o oeo°®�oo•m gfid$oe�o®me°em°o°^°•°°°•D um°°®O °o°°°e eo '� .••eB®ao°mo°U'"3•A•�®o.1`° CD ><•°°o°,ooC4r°.r°:°ft:ot,'�i °°-••m°mIC�FOr gr $�Q o a a aa a aaa D TE GRAVEL,..' � GREENROOFING SoYSEM o° V,90, a Oo i a oemee ^r eeo°•oe°eoeem°oImoy.oes°vOo a.eeroaosm+^eBILCO HATCH, eosmy ooeoomm. te•• • .I/�J`V��Y 4^/ \\S t i1. ' , •, •f c ° ® am® m e o D ��'r'I'i�=, °o 4p ee Oe>o�. p �� .4't ♦.��,a®O�aee • . ° • °e � • O •, / Om •° m °!e®O;%i11' ri,, oOOOmemO aS __} W • }f •• V: a a a♦�e a \\\mNW�`-""--��rJJ/+.r// O 6 O O O e O l eB a a ♦ o'o am ao 80 • • 'e•, ee a a °a♦a ;T: e'� a a �a • ° W ° • a a • a a 8° p e • ° e ° e 0 0 0 O e = Syri Sr,rp{' W a ama oo ° p e n w +a • _ vy •,r. r_.:• s... e'D oaa�a m a _ uf; ° e e®�aaeoB � a�c m e• ° ee ° m ®m�♦> �ae'e A�0 a ®0000 v000 °e°o° U :ili�i�==',.• � S HOSEft q% a e. m° mao 0 °a'�= ji 1e'tAte�a wo ea oe ® °°o°aa�+�1°aom b °° am• • pM1~ea e �m °a,�° O p�p °• .. °.b��•CO odO OL�•eam�•� °v°•�op,ee.O oe�mee e Om _ .+ee•,^mep"ygrr'}�t-.�r,,;4m��e:e omm LL eao0®e0eooe oa®ee dm;o;oe 2, �`P` a, SKYLIGHT 4.il a o Og° CD °♦ r® 4,,t= m a ° gill � ` • L'8 g,..< � >ti y'v•'• � C oaaaa ,r'; ob'oee moe, e •ePidr r4�tc m m e e ooio >o ee ee s°.• 3 W a a a � r e 1��-' �� '`� ° ogee e®.gym • � O O•°e eb ° W�/� ° m' bI m•qe e-ee 0��8 O ® e b•o O®< O seas e••o®Oeoe ° "m 'rS e m oo'ai>o0 ®soo® o mee e•. a °tee eea o0 oJeo°o 000 eme °o c�a Z rr e O ° ° ° e a •, sob m0 .°o °®m° a em ee d> •• eeoee0e.eem.po teBJ'oDo�D,�° °°m °o°•m ee e•ao ° m°o oocroy:eW0 e�caoy°.+�oe oe eea ae®ee Y+�eeePo°�e.�da'9m8efl• e�p P °oMECHANICAL .4.4.4.4... ' eemeoeaeaFeovem$e•eoe°c�•eeeoeoe°zoe,= oe .':`&°JLr•t:is,••; 'i;>.,;;��e SKYLIGHT SKYLIGHT 81 o m SPACE ® :e: ,o.g�:.•,s. .. • e .�• nye open t the sky ° .eee m0aea0a aa,^;k� °e m o0 0® aa•,asp sa•",F ,= o s drem 6pe P O i o i•5°•m? �� `� r °�'e°a9T.ea 6 ? Fr••' Q cv • a r . o e e®ba O• E•,�m 4 t' ,��, ib ed ePre eP .P A -;i11, ? z p` • , e 1 • , 3' HIGH HANDRAIL COMPRESSORS "r e • e a e _ HITE GRAVEL': e m° e o =v m me♦p: e t •.�, ° zr., DATE: 06/11/2016 W '•i '? ' =1 ,pm o0 00 o ee m°co e o° . c0 • �d _ b 6-0 6 °. .` 3y_o • e m ° .o ° 1' 6' N SCALE 3/16° 1'-0 w°'' •P 6'r ';'2, e e e•o °em eeoe eo o C14' ' s .p, z • r• ry o oee •L" � • • •. yti . .. , y_ ,U.. p..•e 1 .I z' o ROOF PLAN 3' HIGH PARAPET Z DWG, NAME 31'-3" 27'-9" 65—0" o A-8 ©� ROOF PLAN DWG. NO SCALE: 3/16w-7-170 PROPOSED NEW ' - - 34 DWELLING -0 - - o EL. 35'-0" w T/0 PARAPET PARAPET U CD X VEGETATED ROOF SYSTEM 8 RQOF PITCH: Y8" PER FOOT EL.29'-10 3" PRICE T 0 /' SHEATHING HURRICANII CLIP EACH ROOF JOIST = RESIDENCE 1.75"x16' to 12" LVL C.J. @ 16" O.C. N GREENPORT, NY R-13 2 CLOSED CELL FOAM INSULATION R-30 FACED BATT INSULATION o 100 BAY ROAD o � BEDROOMSZ ARCHITECT 29'4 FRANK UELLENDAHL i123 CENTRAL AVENUE EL.19'-4 BALCONY o P.O,BOX 316 GREENPORT, NY 11944 TEL 631-477 8624 HURRICANE CLIP EACH JOIST w 2'-0° � OWNER 5.25"x18" PSL PARALLAM HEADER WIWAM H. PRICE, JR FOLDING GLASS UNIT 828 FROM STREET o GREENPORT, NY 11944 i 3 TEL: 631-477-1016 O Y ELEVATOR HOISTWAY LR/DR 4'-2 1/2" 27'-6° °o G C1 c 0 EL. 8'-6 " HOT TUB T/0 412 TIMBER GIRDER: �t ELEV. +13.50' MSL W ' w � y MECHANICAL EQUIPMENT TO BE LOCATED T/0 4x12 TIMBER GIRDER: N 7 STAIR OUTDOOR ABOVE ELEV. +8.0' MSL ELEV. +11.75' MSL , OPENING SHOWER �� to ENCLOSURE o a + � z II I I FEMA PLUS FREEBOARD co ELEV. +8.0' MSL— EL. 0'-0" I _ I ELEV. +6.0' MSL = EL. 0'-0" s ELEV. PIT" o ELEV. +3.5 MSL L — J 1 -q* I f — — L co - � o 0 z _ FR co HIGHEST EXPECTED GROUNDWATER ELEV. —5.6' MSL z W DATE: 06/11/2016 �z SCALE: 3/16" = 1'-0" CROSS 9 2 SECTION A-A o� DWG NAME CROSS SECTION A-A g A-9 SCALE:, %6" = 1'—O" ©� DWG. NO PROPOSED L UPPER FLOOR 1 HIGH RAILING ° m NEW 1/2"x3" GALV. STEEL TOP RAIL ° o DWELLING HARDWOOD FLOOR (BRs); CERAMIC TILES (BATHS) 1/2x3" GALV. STEEL POST @ +/-48" O.C. 5/8 dia. GALV. STEEL RAILS @ 4 CLEAR SPACING 3-ZONE RADIANT HEATING SYSTEM 1x6 TIMBERTECH DECKING 3/4" T&G SUBFLOOR, NAILED & GLUED BALCONY 2x10 BLOCK @ 16" O.C. �s SUBFLOOR ELEV. +25.39 MSL Z2 o U Z W1-7/8" TJI 360 F.J. @ 16" O.C. N PRICE / SOUND INSULATION 2'-0" IXI 1'-4" (2) 2x6 TOP PLATEW RESIDENCE 2x8 C.J. @ 16 O.C. ON HANGERS HURRICANE CLIPS EACH STUD TO 2x10 DECK JOIST VERSATEX BEADBOARD SOFFIT, TYP. 2X6 STUDS @ 16" D.C. GREENPORT, NY 2" CLOSED CELL SPRAY FOAM NSULATION (R-13) 2x10 TRT'D DECK JOIST @ 16" O.C. (3) 1.75"x9.5" LVL GIRDER 100 BAY ROAD 3.5" STONE WOOL INSUALTION �R-15) SISTERED TO TJI's CCQ5 COLUMN CAP MAIN FLOOR DECK ON 6x6 CCA TRTD POST W ARCHITECT CERAMIC TILES o CEDAR CLAPBOARD SIDING SINGLE ZONE RADIANT HEATING SYSTEM 9 FRANK UELLENDAHL SUBFLOOR ELEV. NAILED & GLUED �� 2xl CONT. GALVANIZED GRATE FOR DRAINAGE 0" DIA CO UMN SURROUND m 123 CENTRAL AVENUE �COMPOSITE� o P.O.BOX 316 0 MCA DECK JOIST @ 16" O.C. �=_ GREENPORT, NY 11944 TEL: 631-477 8624 11-7/8" TJI 360 FLOOR JOIST @ 16" O.C. - 2x10 MCA JOISTS @ 16" O.0 W 3' HIGH RAILING - 3' x3" GALV. STEEL TOP RAIL ° WITH R-38 INSULATION - H-2 HURRICANE CLIPS @ 16" O.C. � OWNER 1/2"x3" GALV. STEEL POST @ +/-48" O.C. 2x8 MCA SECURED TO ANCHOR BOLT 19" 2 WILLIAM H. PRICE, JR 5/8 dia. GALV. STEEL RAILS (2) #5 REBARS AT TOP OF WALL T/O FOUNDATION WALL +13.37' MSL 0 828 FRONT STREET @ 4" CLEAR SPACING 1/2" DIA ANCHOR BOLT @ 23" O.C. GREENPORT, NY 11944 ALTERNATE: METAL LATTICE RAILING SYSTEM ° TEL 631-417-1016 ° ° DECK GIRDERS TO BE (2) 3X12 CCA TREATED 21" 11ROOF 3" ANODIZED ALUMINUM DRIP CAP SOUTHERN YELLOW PINE, BOLT GIRDER TO PILING 2 :UE,WITH (3) 5 8" DIA. GALVANIZED CARRIGE BOLTS. EXTENSIVE VEGETATED ROOF SYSTEM TOP OF D CK GIRDER TO BE EL. + 13.50' MSL. 1'-0"ROOF PITCH:YPER FOOT PROVIDE WATERPROOF COATING TO " `5 � F.4 i CONC. WALL BEFORE INSTALLING — - 12 DIA. CLASS B TIMBER PILE, 25 LONG, 2" RIGID INSULATION BOARD. d 3 �_ DRIVEN TO 20 TON CAPACITY EACH a n INSTALL 2X3 STUDS @ 16 O.C. OVER M o INSULATION BOARD, FINISH WALL AND i <, co CEILING WITH DensArmor PLUS FIREGUARD `D o SHEETROCK °� o 4, 10" POURED CONCRETE WALL ' GARAGE o ROOF CONSTRUCTION MECH. SPACE E s \-1.75"xl6" to 12 LVL C.J. @ 16 O.C. - R-13 2" CLOSED CELL FOAM INSULATION FEMA PLUS FREEBOARD a R-30 FACED BATT INSULATION ELEV. +8.0' MSL a _ (2) #5 REBARS ABOVE WALL OPENING EPDM RUBBER ROOF SYSTEM - — — — — — — — — ON 3/4" CCA TREATED PLYWOOD SHEATHING ` ROOF RUN-OFF TO GALV. INSULATED LEADERS PROVIDE (42 OVER 2 INSULATED INSIDE WALL STAINLESS TEEL 1540 SMART VENTS HURRICANE CLIP EACH ROOF RAFTER TO NEW 4 REINFORCED CONCRETE SLAB BOTTOM OF VENTS TO BE ELEV. +6.25' MSL WALL STUD CONNECTION OVER 6 MIL POLY AND 2 THICK RIGID VENT OPENING: 32.5" x 16" INSULATION, ELEV. +6.0 MSL 4< N WALL CONSTRUCTION — �Im 2x6_STUD WALL @ 16" O.C. 6" CRUSHED STONE BASE #5 VERTICAL REBAR @ 12" O.C. o R-13 2" CLOSED CELL FOAM INSULATION 48 INTO STEM WALL ABOVE R-�3 STONE WOOL INSULATION a (4) #5 REBARS 5/8' CD X PLYWOOD SHEATHING " TYVEK HOUSE WRAP OR 30 FELT PAPER _ � - G � SCALE: 1/2" t V-O' 1X4 IPE SIDING (SHIPLAP) ON 1/2" LATH o 4 (2) #5 REBARS FOR VENTING G Y SECTION B—B �¢ FOUNDATION WALL (4) #5 REBARS SECTION,-8-13 E! DETAILS BOTTOM OF GRADE BEAM 6" " " #4 REBAR STIRRUP @ 24"O.C. FOUNDATION WALL - DWG, NAME ELEV. +3.0' MSL 2'-0' „ q 10” DIA. 16' LONG CCA TREATED DETAIL: 2 = I —O © DWG. NO A-10 SOUTHERN YELLOW PINE TIMBER PILE DRIVEN TO 15 TON CAPACITY EACH, TOP OF PILE ELEV. +3.25' MSL PROPOSED NEW DWELLING UXX PRICE RESIDENCE El 1:1 GREENPORT, NY 100 BAY ROAD cm >�- ARCHITECT FRANK UELLENDAHL ❑ ❑ ❑ ❑ m 123 CENTRAL AVENUE C, P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 va SE OWNER WILLIAM H. PRICE, JR 20'-0' 828 FRONT STREET GREENPORT, NY 11944 X Fr-- L�-- TEL: 631-477-1016 F- -J L - - - J L - - - J L - - - J L NORTH ELEVATION 'A cn E5 El Ell co O O e-'- DATE: 06/11/2016 /2016 HOTTU ❑ SCALE: 1/8" = l'-O" t¢ NORTH ELEVATION EAST ELEVATION DWG. NAME 9!§ A-11 it,11 DWG. NO EAST ELEVATION PROPOSED m NEW o DWELLING r7i xU QWp W PRICE E RESIDENCE STO ROOFR GREENPORT, NY 100 BAY ROAD z \,. o ARCHITECT � FRANK UELLENDAHL m 123 CENTRAL AVENUE o P.O.BOX 316 N GRNY 11944 TEL- 631-1 4718624 n OWNER � ��\ ��\: \ �\ �� \° . �r%�"''•.s t: �+ WILLIAM H. PRICE, JR 4yy^• � 828 FRONT STREET si ''� �•'f '''s'`�'"` W GREENPORT NY 11944 DRIVEWAY :�c ; ±�.µ s .A' �1 3 TEL- 631-477-1016 SOUTH ELEVATI �= �y 2 iV "Z '4 S U m DoaW N O Z HOT TUB a O 1� a DATE: 06/11/2016 30" DECK CANTILEVER SCALE: 1/8" = 1'-0° 3 SOUTH ELEVATION UNDISTURBED NATURAL HABITAT WEST ELEVATION o� DECK SKIRT WALL WEST ELEVATION DWG. NAME PROVIDE 20 MCA STUDS @ 61 O.C. g A-12 FINISH WALL WITH 1x4/CLEAR CEDAR 0424 CCAZBLOCKING OFF TIMBER 63' TO TIDAL WETLANDS Q� DWG. NO TO PLUMB UP STUD WALL CUSTUM 2868 SHOWER DOOR TO MATCH PROPOSED NEW DWELLING • J xU W U PRICE RESIDENCE EE GREENPORT, NY W 100 BAY ROAD HOSE VENT EXTEND VENT STACK MIN. 12" VENT z BIB ABOVE GREEN ROOFING SYSTEM 3" THROUGH THE ROOF TYPICAL r ARCHITECT J N G / / / FRANK UELLENDAHL / o, 123 CENTRAL AVENUE o P.O.BOX 316 �-= GREENPORT, NY 11944 TEL: 631-477 8624 - -r - -I _ - i- - � - - I- - i- _ _ iE OWNER 2"F — I2" 3" 12" 12" 13" I2' —r3"— �2" 13" 2" 3"1 2"i — � 21) WILLIAM H. PRICE, JR 828 FRONT STREET 1 BATH 11 1 1 BATH 13 I j I BATH 12 I GREENPORT, NY 11944 LAV 1 I LAV Y TEL: 631-477-1016 LAV LAV x WC I 1 WC 1 WASHER SHOWER SHOQ. WER I TUB O SHOWER �Q 3 I � w I-3" 2" 3" F2"— 12"— 2" PHNOM RM KITCIHEN o °I 4CD� z LAV I WC SINK SINK WASHER s 1 w Z C. m CA N WASTE LINES OR DUCTS' MECH. RM o TO OBSTRUCT THIS OPENING DATE: 06/11/2016 ••i `moo 'f:. ;is �d A, k' :.'t'•=� N SCALE N.T.S. r '.i5t j•i C.O. a PLUMBING y. . 4 C.O. TO S.C.H.D. RISER DIAGRAM - - - - - - - - - - -, ,- — — — — — -, r — — — — — � r - - - - -, APPROVED 'n� I I I I I I I HOUSE TRAP SANITARY SYSTEM N C4 a DWG. NAME CD A-13 RISER DIAGRAM ® DWG. NO PROPOSED ICE SHIELD UNDERLAYMENT HURRICANE CLIP m NEW TYPICAL. GREEN ROOF ENTIRE FLAT ROOF o DWELLING l J xU QW W E5 RAFTER TO TOP PLATE PRICE SIMPSON H2A HURRICANE LATERAL AND SHEAR CONNECTION RESIDENCE CLIP NAILED. FROM PROVIDE 8d COMMON WFCM TABLE 3.3 A - (PRESCRIPTIVE ALT.TO TABLE 3.3) - 10 FT WALL HEIGH RAFTER TO STUD. - 7 NAILS @ 4" O.C. AT 4—Sd COMMON NAILS //TOENAILED REQUIRED TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL l 5 — 8d NAILS EACH END SHEATHING. IN EACH RAFTER AND TOP PLATE GREENPORT, NY 100 BAY ROAD APA RATED PLYWOOD TO EXTEND TO TOP OF TOP UPLIFT STRAP CONNECTION REQUIREMENT Z PLATE. ROOF TO WALL ARCHITECT UPPER FLOOR PLAN 1-1 4" 20 GAGE STRAP W WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 36 FT ROOF SPANS FRANK UELLENDAHL / 7-8d COMMON NAILS IN EACH END OF 123 CENTRAL AVENUE 7 - 8d NAILS @EACH 1S .FL. STUD - EACH END - TYP. 1-1/4" X 20 GAGE STRAP OR HURRICANE CLIP P,O.BOX 316 ( MAX. 48" O.C.) GREENPORT, NY 11944 TEL: 631-477 8624 PLYWOOD SHEATHING UPLIFT STRAP CONNECTION REQUIREMENT OWNER TO OVERLAP BOX BEAM — TOP + BOTTOM. WALL TO FOUNDATION WILLIAM H. PRICE, JR (2) 1 1/4" WIDE - 20 GAGE WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT, TO TABLE 3.3) - 36 FT ROOF SPAN 828 FRONT STREET METAAL STTRAPS AT DOORS FOR 7-8d COMMON NAILS IN EACH END OF a GREENPORT, NY 11944 HEADER TO STUD CONNECTION 1-1/4" X 20 GAGE STRAP 3 TEL 631-477-1016 AND FOUNDATION TO STUD CONNECTION 1 1/4" WIDE - 20 GAGE. SILL PLATE TO FOUNDATION ANCHOR BOLT ETAL STRAP @ AsiMOM: CONNECTION RESISTING LATERAL & SHEAR LOADS ACQ SILL PLATE WFCM TABLE 3.2 A - (PRESCRIPTIVE ALT. TO TABLE 3.2) MAIN FLOOR PLAN TOP OF FOUNDATION 5/8 ANCHOR BOLT @ MAX. 36 O.C. OR { W 1/2" ANCHOR BOLT @ MAX. 23" O.0 SILL PLATE TO FOUNDATION ANCHOR BOLT 2 �' WRAP + NAIL STRAP CONNECTION RESISTING UPLIFT f Z ( 4 - 4d NAILS ) o AROUND SILL PLATE R.O. FOR SLIDING DOORS WFCM TABLE 3.2 B `n AT ANCHOR BOLT 1 1/4" WIDE — 20 GAGE WITH TRIPLE JACK STUDS MAXIMUM ANCHOR BOLT SPACING: 72 INCHES METAL STRAP @ 48" OC. 5 — 8d NAILS s NAIL SHEATHING TO SILL PLATE z Sd NAILS @ 4" O.C. s E o GARAGE a ° ° ° ` •� (2) #5 REBARS 2 x 6 SILL PLATE ° •°° ° ° ALUMINUM TERMITE FLASHING , 2" RIGID INSULATION - • - = o 1/2" X 12" A.B. @ 23" OC. 4" CONC. SLAB w/ 3"x3"x3/16" FENDER WASHER. a W/ 6X6 10/10WWM (max. 12" from end of sill plates) •° • °� ° °• o #4 REBAR STIRRUP @ 24"O.C. n° 5 VERTICAL REBAR @ 12" O.C. DATE: 06/11/2016 6" CRUSHED STONE BASE ° 48" INTO STEM WALL ABOVE ' ° ° - r d •. N SCALE: N.T.S. �. ° , z (2) #5 REBARS 24"X24" GRADE BEAM •b ° • ° '' •e a ° Y (4) #5 REBARS ', - CRITICAL PATH 10" DIA. CCA TREATED CONNECTORS s „ SOUTHERN YELLOW PINE PILE DWG. NAME SECTION ELEVATION CONNECTIONS og A-14 ©� DWG. NO HOLD DOWN + SHEAR CONNECTION CRITICAL PATH I • FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM PROPOSED w NEW 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED Joint Description Nail Sizes Nail Spacing o DWELLING DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING BETTER. X Rafter to Top Plate (Toe— ailed) — all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 — 8d per rafter 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Celljng Joist to Top rlate Toe—nailed n/a per joist MIN. THICKNESS OR AS NOTED. Ceiling Joist to Parallel Rater (Fa e—noiledl n/a each lap Ceiling Joist Laps ov r Partitions Face—nailed) / p 3. ALL SUBFLOORING TO BE APA RATED STURD—I—FLOOR, Collar Tie to Rafter Face—nailed) n/a per tie EXPOSURE 1, 3 4" MIN. THICKNESS. ALL EDGES OF Blocking to Rafter ( o —nailed) 2 — 8d each end N PRICE PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND Rim Board to Rafter (eEnd—nailed) 2 — 16d each end NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING 3 RESIDENCE 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fac —nailed), 2 — 16d per foot GREENPORT, NY WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Top Plates at Intersections Face—nailed) 4 — 16d joints—gach side TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud (Face—nailed) 2 — 16d 24 o.c. 100 BAY ROAD MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face—nailed) 16d 16 o.c. along edges N 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 2x4 stud z AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 — 6d per 2x6 stud z ARCHITECT 1 @ 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR 2 — 16d per 2x8 stud � FRANK UELLENDAHL CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face—nailed) 2 — 16d 2 per foot m 123 CENTRAL AVENUE o P.O.BOX 316 6. DOUBLE FRAMING AROUND ALL OPENINGS skylights, GREENPORT, NY 11944 stairs etc. ) OR AS NOTED ON DRAWINGS.( FLOOR FRAMING TEL: 631-477 8624 Joist to Sill Top Plate or Girder (Toe-nailed) 4 - 8d per joist 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Brid ing to foist Toe-nailed 2 - 8d each end OWNER PARTITIONS OR AS NOTED ON DRAWINGS, Blocking to Joist Toe-nailed 2 - 8d each end Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block WILLIAM H. PRICE, JR Ledger Strip to Beam (Face-nailed) 3 - 16d each joist 828 FRONT STREET 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Joist on Ledger to Ream (Toe-nailed) 3 - 8d per each, GREENPORT, NY 11944 WITH RATED GALVANIZED METAL CONNECTORS BY Band Joist to Joist End—nailed) 3 — 16d perjoist TEL: 631-477-1016 "TECO" OR APPROVED EQUAL. Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d per foot Y 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. ROOF SHEATHING BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS L E4 Z6 SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Structural Panels 8d 4" o.c.„perimeter zone > �a ALL EXTERIOR NAILS SHALL BE GALVANIZED. other 6 o.c. edges of 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" 9 of npa'panel o.c. interior l2 Diagonal Board Shea hin o.c. EXTERIOR EDGES AND 6 d @ 12 o.c. 1" x 6" or 1' xg8" 2 - 8d per support " 7 INTERMEDIATE. 1" x 10" or wider 3 - Sd per support 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING • 2 6 AND WATERPROOFING SHALL BE BY ARCHITECT. Gypsum Wallboard 5d 7" edge / 10" field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE o AND STUD WITH GALVANIZED HURRICANE TYPE WALL SHEATHING CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR " " Structural Panels 8d 6 edge / 12 field � TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Fiberboard Panels 3 g CLIPS AT ALL PERIMETER JOIST TO GIRDER 7 / 16" 6d 3" edge / 6" field tE t g CONNECTIONS. 25 / 32", 8d 3" edge / 6" field 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL Gypsum Wallboard 5d 7" edge / 10" field PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND Hardboard 8d 6" edge / 12'' field HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Particleboard Panels 8d 6" edge / 12" field AS PER MANUFACTURERS RECOMMENDATIONS. WEB Diagonal Board Sheathing STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 1" x 6",or 1" x 8" 2 - 8d per support o BEARING POINTS AT A MINIMUM. 1 x 10 or wider 3 - 8d per support HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHINGS DATE: 06/11/2016 RECOMMENDATIONS. Structural Panels SCALE: N.T.S. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 1" or less 8d 6" edge / 1�" field 3� GALVANIZED MACHINE BOLTS @ 12" O.C.. greater than 1 10d 6 edge / 6 field Y Diagonal Board Sheathing o Nailing Schedule 1" x 6" or 1" x 8" 2 - 8d per support o FRAMING NOTES 12° t2° 12° 12° 1" x 10" or wider 3 - 8d per support � DWG. NAME OR; TRUSSLOK CONNECTORS BY 'FastenMaster' @ 16" O.C. Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed o g A-15 mbers shall ©� DWG. NO be doubled , or alternate connectors , such as shear plates , shad be used to maintain the load path. E 2 When wall sheathing is continuous over connected members , the tabulated number of nails shat( be permitted to ts° 16° be reduced to 1 - 16d nail per foot. r a � I, I it Frank Wolfgang Uellendahl Architect i 123 Central Ave POB 316 Greenport, NY 11944 t: 631.477.8624 e: frank@frankuellendahl.com August 4, 2016 Submitted to: Building Department Town of Southold Re: Building Permit Application for a new single family dwelling located in a flood zone area at 100 Bay Road in Greenport SCTM # 1000-43-05-10 Dear Damon, • This is to confirm that all walls and ceiling of the garage at grade under the proposed 2-story dweliing will provide a fire rated separation towards residential floor area as depicted on the submitted plan section A-10 where it says: .... Finish wall and ceiling with DensArmor PLUS FIREGUARD SHEETROCK.This product is in compliance with NYS code requirements. • In addition the 1s`and 2"d floor will be equipped with a Residential Sprinkler System which is required by the Residential Code of New York State for structures that are considered three stories high. NYS considers the proposed structure with the garage at grade and the raised 1st and 2"d floors a 3-story structure. A detailed sprinkler design will be submitted by the General Contractor in the near future. Best regards, Frank Uellendahl,RA D [E(g[E0'V[2 DD AUG - 4 2016 BUILDING DEM TOWN OF SOUTHOLD SYMBOL DEVICE TEMP. QTY. O RELIABLE RFC 155 - SPRINKLER LEGEND O HT RELIABLE RFC 212 6 O PENDANT TYPE SPRINKLER HEAD , RISER UP OR DOWN FIRE MAIN LINE TOTAL: 6 �-- FIRE BRANCH LINE NOTE: ALL PIPES SHOULD BE 1 " SIZE -f- UNLESS MARKED OTHERWISE. � SHOWER Q • i 3D SPRINKLER NOTES 1 . ENTIRE DESIGN .AND INSTALLATION TO CONFORM TO NEPA 13D I 2007 EDITION O +, 2. BUILDING TO BE FULLY SPRINKLED AS NOTED 3. SYSTEM TO BE TESTED IN ACCORDANCE WITH NEPA 13D 2007 EDITION 6.4.2 4. ONLY U.L/FM MATERIAL TO BE USED 5. ALL VALVES ARE TO BE IDENTIFIED AS PER 4.6 O+ _ 6. DRAINAGE PER SECTION 7.2.1 7. ALL HANGERS TO BE INSTALLED PER 9.4.4 8. TEMPERATURE RATING OF SPRINKLERS PER 7.5.4 OR 7.5.3 9. MAXIMUM SPACING OF SPRINKLERS 220 SQ FEET 10. PIPE SIZING AS PER HYDRAULIC CALCULATIONS 11 . UNDERGROUND TO BE FLUSHED PRIOR TO CONNECTION OF YSEM -{- -- PIPING AS PER NEPA 13D G __ _ 12. ALL REQUIRE SIGNS TO BE APPROVED 13. SPRINKLER HEADS SHALL BE INSTALLED AS REQUIRED, BEING OF SIDEWALL, PENDANT OR UPRIGHT. ALL PIPING, BRANCHES ETC... SHALL BE INSTALLED WHEREVER POSSIBLE. HT a HT PIPING MAY DRAIN THROUGH MAINS. WHERE THIS IS NOT POSSIBLE PIPING SHALL BE PROVIDED WITH PLUGGED FITTINGS TO PREVENT DAMAGE. 14. TOOLS & SPARE HEADS A STOCK OF SPARE HEADS SHALL BE MAINTAINED ON THE PREMISES. SPARE SPRINKLERS SHALL INCLUDE ALL TYPES AND RATINGS INSTALLED. 15. PIPE & FITTINGS BRANCH LINES SHALL BE `SCHEDULE _10 PIPE WITH FITTINGS BOAT STORAGE GARAGE CROSS MAINS WILL BE SCHEDULE 40 PIPE WITH GROOVES 16. SYSTEM SHALL BE HYDROS,ATICALLY TESTED AS PER SECTION CONCRETE SLAB 4.3 IN NEPA 13D 2007 EI''TiON 17. MATERIAL TO BE INCLUDED ON HYDRAULIC DATA NAME PLATE WILL BE 18. UNDERGROUNODIDPIPING INCED AS RNFPA D '.JDING WHERE IT ENTERS THE BUILDING WILL BE SUPPORTED AS SPECIFIED IN NEPA 24 PERTAINING TO RODDING, CLAMPING AND THRUST ELI PAN'ELI_ BLOCKING 19. HEAT IS TO BE MAINTAINED BY TENANT AT ALL TIMES AT A o MINIMUM TEMPERATURE OF 40 DEGREES I , 1-1/2" UP — HT ROOM HT FAHRENHEIT IN ALL AREAS WHERE SPRINKLER PIPE AND FITTINGS ARE INSTALLED. 20. CONTRACTORS MATERIAL AND TEST CERTIFICATES FOR ABOVE AND BELOW PIPING ARE TO BE SUBMITTED TO G 11/2 s/ H 1 AUTHORITY HAVING JURISDICTION FOR APPROVAL. IST FL 1-1/2 1-1/2 RPz 21 , STREET MAIN IS CIRCULATING SAND SAND $ 22. HYDRAULIC NAME PLACE CARDS WILL BE INSTALLED ON RISERS -1-1/2" MAIN LINE i No. Date Title I� no _� _� — _ REVISIONS: MENCHINI 100 BAY ROAD GREENPORT , NY a SHEET TITLE: e FIRE PROTECTION DC[E�'Vr� LOWER FLOOR PLAN " D APR - 7 2017 DATE: SHEET NUMBER: 03/22/2017 BUTLDrTG DE,PT. TOV Oh•1 SOUTHOLD SCALE: FP1 DRAWN BY: 1 OF 3 EV FIRE PROTECTIONLOWER it 1-011 "� =�,, " �' �.' '' SENTRY AUTOMATIC FIRE PROTECTION 1/4 ''' 735 Flanders Road 9 ,t ., Riverhead,NY 11901 PHONE:631-723-3095 °»o FAX:631-723-1053 SYMBOL DEVICE TEMP. QTY. SPRINKLER LEGEND O RELIABLE RFC 155 13 OHT RELIABLE RFC 212 — O PENDANT TYPE SPRINKLER HEAD RISER UP OR DOWN ' milli I FIRE MAIN LINE AL: 13 �.-- FIRE BRANCH LINE NOTE: ALL PIPES SHOULD BE 1 " SIZE UNLESS MARKED OTHERWISE. HOT TUB w/ SAFETY COVER DN _. O o 1 VENTED K ITC H E N i 3-SIDED GAS FIREPLACE VJNG/DINING RM RADIANT HEAT UNDER TILES _ (� I c C� cHVAC 11AC HVAC 1-1/2" 1-1/2" c a --� 1-112 ELEVATOR � 00 , .----RISER HOISTWAY 10 � RIs 4, uP� 53"x50.5" O >- w o wine o cooler UP No. Dace rile DOWN � j REVISIONS: fV MEA ROOM i FEED FOYER IDN -- MENCHINI i 100 BAY ROAD -- - _-- --= - -- — GREENPORT , NY SHEET TITLE: FIRE PROTECTION MAIN FLOOR PLAN DATE: SHEET NUMBER: 03/22/2017 SCALE- 1/4" CALE:1/4" = 1'-0" FP2 DRAWN BY: 2 OF 3 EV FIRE PROTECTION MAIN FLOOR PLAN /4 w 111 ® r 3 [ °' M c,; SENTRY AUTOMATIC FIRE PROTECTION 735 Flanders Road 'x,3 ;a Riverhead,NY 11901 PHONE:631-723-3095 FAX:631-723-1053 SYMBOL DEVICE TEMP. QTY. SPRINKLER LEGEND O RELIABLE RFC 155 21 O HT RELIABLE RFC 212 1 Q PENDANT TYPE SPRINKLER HEAD RISER UP OR DOWN FIRE MAIN LINE TOTAL: 22 --- FIRE BRANCH LINE NOTE: ALL PIPES SHOULD BE 1 " SIZE UNLESS MARKED OTHERWISE. RUN 1" PIPE BETWEEN JOIST DRILL 1-1/2" HOLE IN JOIST 1" PIPE 1" PIPE 1"DROP NIPPLE REDUC R WOOD JOIST 16"+ PROPOSED ADJUSTABLE CEILIN CONCEALED SPRINKLER HEAD FIRE SPRINKLER WOOD JOIST DETAIL NOT TO SCALE BALCONY — _-- n - ------- -- UP --- --- ��-- --� -- FROM END OF BRANCHLINE ti SMOOTH BORE \ r—'�--- - --_--_–-'� - TEST VALVE IN CORROSION RESISTANT ® j OUTLET GIVING FLOW � I BR 4 99 READILY ACCESSIBLE EQUIVALENT TO ONE BR J �-N M R LOCATION SPRINKLER NIBR 1 B 2_ –45' GALV. j ELBOW Note: not less than 4ft. (1.2m) of exposed test pipe in warm roo beyond valve when pipe extends through wall to outside. WET TEST CONNECTION (PER NEPA 13) - -- �-- -- � . HARDENED HEX HEAD SELF THREADING SCREW 1-1/2" 1-1/2" 1-1/2" IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE O � ® -- I I O ! INSPECTOR TEST VALVE 1-1/2" ELEVATOR ® HT 0 ° BATH HVAC HVA 0 HOISTWAY C SHUT OFF VALVE 1-1/2" 53"x50.5" ��,► , I DN ® / \ I CPVC SINGLE FASTENER STRAP TYPE HANGER ® � e HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE No. Date Title V /YIN MINIMUM FASTENER SIZE ACCEPTABLE BATH 3 FOYER FI ' �G� R�' REVISIONS: BATH 1 HVAC � I a jo F11 I _ MENCHINI 100 BAY ROAD IT GREENPORT , NY I SHEET TITLE: CPVC DOUBLE FASTENER STRAP TYPE HANGER FIRE PROTECTION UPER FLOOR PLAN HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE DATE: SHEET NUMBER: h 03/22/2017 SCALE: 1/4" = 11-=0" FP3 DRAWN BY: 3 OF 3 EV FIK" E PKO""h 0 T E(";h T I L")Na" UOOPEKF L 0 to J"Rom" 0 P"LAN' If _ 10 t it �i ,f;.'4 _ S 1/4 ENTRY AUTOMATIC FIRE PROTECTION — ® � � {s �fw;. J, 735 Flanders Road , y',`' CPVC DOUBLE FASTENER STRAP TY � 11 R. 168;• Riverhead, NY 11901;_ , PHONE:631-723-3095 CPVC HANGER ..r.- "' FAX:631-723-1053 SYMBOL DEVICE TEMP. QTY. O RELIABLE RFC 155 - SPRINKLER LEGEND O HT RELIABLE RFC 212 6 O PENDANT TYPE SPRINKLER HEAD RISER UP OR DOWN FIRE MAIN LINE TOTAL: 6 �- FIRE BRANCH LINE _ __--_-- - � NOTE: ALL PIPES SHOULD BE 1 " SIZE 4/1 UNLESS MARKED OTHERWISE. SHOWER j- -- 13D SPRINKLER NOTES - - 1 . ENTIRE DESIGN .AND INSTALLATION TO CONFORM TO NEPA 13D 2007 EDITION O I 2. BUILDING TO BE FULLY SPRINKLED AS NOTED 3. SYSTEM TO BE TESTED IN ACCORDANCE WITH NEPA 13D 2007 EDITION 6.4.2 4. ONLY U.L/FM MATERIAL TO BE USED 5. ALL VALVES ARE TO BE IDENTIFIED AS PER 4.6 -f- 6. DRAINAGE PER SECTION 7.2.1 7. ALL HANGERS TO BE INSTALLED PER 9.4.4 8. TEMPERATURE RATING OF SPRINKLERS PER 7.5.4 OR 7.5.3 f 9. MAXIMUM SPACING OF SPRINKLERS 220 SQ FEET 10. PIPE SIZING AS PER HYDRAULIC CALCULATIONS 11 . UNDERGROUND TO BE FLUSHED PRIOR TO CONNECTION OF YSEM PIPING AS PER NEPA 13D 0 + 12. ALL REQUIRE SIGNS TO BE APPROVED 13. SPRINKLER HEADS SHALL BE INSTALLED AS REQUIRED, BEING OF SIDEWALL, PENDANT OR UPRIGHT. ALL PIPING, BRANCHES ETC... SHALL BE INSTALLED WHEREVER POSSIBLE. HT ® HT PIPING MAY DRAIN THROUGH MAINS. WHERE THIS IS NOT POSSIBLE PIPING SHALL BE PROVIDED WITH PLUGGED FITTINGS TO PREVENT DAMAGE. 14. TOOLS & SPARE HEADS A STOCK OF SPARE HEADS SHALL BE MAINTAINED ON THE PREMISES. SPARE SPRINKLERS SHALL INCLUDE ALL TYPES AND RATINGS INSTALLED. 15. PIPE & FITTINGS BRANCH LINES SHALL BE SCHEDULE _10 PIPE WITH FITTINGS BOAT STORAGE GARAGE CROSS VES 16. SYSTEM SHALL BNS E L HYDROSTATICALLY BE D ULE OTESTEDPIPE WASH EROOSECTION CONCRETE SLAB 4.3 IN NFPA 13D 2007 EDITION 17. MATERIAL TO BE INCLUDED ON HYDRAULIC DATA NAME PLATE HT ® HT WILL BE PROVIDED AS PER NFPA 13D 18. UNDERGROUND PIPING INCLUDING WHERE IT ENTERS THE BUILDING WILL BE SUPPORTED AS SPECIFIED IN NFPA 24 PERTAINING TO RODDING, CLAMPING AND THRUST ELT PANEL ' BLOCKING 19. HEAT IS TO BE MAINTAINED BY TENANT AT ALL TIMES AT A MINIMUM TEMPERATURE OF 40 DEGREES 1-1/2" UP—,--, MECHANICAL ROOM ® HT FAHRENHEIT IN ALL AREAS WHERE SPRINKLER PIPE AND FITTINGS ARE INSTALLED. i 0 20. CONTRACTORS MATERIAL AND TEST CERTIFICATES FOR ABOVE AND BELOW PIPING ARE TO BE SUBMITTED TO O T AUTHORITY HAVING JURISDICTION FOR APPROVAL. SAND SAND 1-1/2" H ® UP TO 1-1/2" 1-1/2" RPZ 21 . STREET MAIN IS CIRCULATING 1ST FL. _ Og 22. HYDRAULIC NAME PLACE CARDS WILL BE INSTALLED ON RISERS 1-1/2" MAIN LINE L.NDate Title no - _ __ -_ REVISIONS: MENCHINI 100 BAY ROAD GREENPORT , NY SHEET TITLE: FIRE PROTECTION LOWER FLOOR PLAN I` DATE: SHEET NUMBER: `J APR - 7 2017 03/22/2017 FP1 L��LJ,Y?T.i��jiX L�La,iaT. SCALE:1/4" = 1'-0" T0N OF S��iJTHOLD DRAWN BY: 1 OF 3 EV e FIRE PROTECTION LOWER FLOOR P SENTRY AUTOMATIC FIRE PR OTECTION 1.011 1/4 735 Flanders Road Riverhead, NY 11901 PHONE:631-723-3095 'N c�^ J %� FAX:631-723-1053 _. I SYMBOL DEVICE TEMP. QTY. SPRINKLER LEGEND O RELIABLE RFC 155 13 OHT RELIABLE RFC 212 - 0 PENDANT TYPE SPRINKLER HEAD `U✓ RISER UP OR DOWN FIRE MAIN LINE USE= TOTAL: 13 FIRE BRANCH LINE NOTE: ALL PIPES SHOULD BE 1 " SIZE UNLESS MARKED OTHERWISE. i HOT TUB w/ SAFETY COVER < DN o � VENTED _ KITCHEN GAS FIREPLACE LIVING/DINING RV [F RADIANT HEAT UNDER TILES (� - 1 cx x IE X� - WAC MJAC HVAC c 1-1/2" 1-1/2" 1-1/2" 1-112" C E:o ] \77 ELEVATOR ° U RISER UP HOISTWAY J 4 53"x50.5" xnc o wine T IN17 1-1/2" o. cooler No. Date Title DOWN I I C REVISIONS: fV — MLEDIA R00"VI I D FOYER DN - - MENCHINI 100 BAY ROAD --� - —--- --- _ -- — — --- — --------- —�--- — GREEN PORT , NY -J SHEET TITLE: FIRE PROTECTION MAIN FLOOR PLAN DATE: SHEET NUMBER: 03/22/2017 SCALE: FP2 DRAWN BY: 2 OF 3 EV FIRE PROTECTIONAIN FLOOR PLAN a " v f +� q SENTRY AUTOMATIC FIRE PROTECTION 1/ -� 10 � i 735 Flanders Road Riverhead,NY 11901 PHONE:631-723-3095 �_�— •.t:.� �,�` FAX:631-723-1053 SYMBOL DEVICE TEMP. QTY. O RELIABLE RFC 155 21 SPRINKLER LEGEND O HT RELIABLE RFC 212 1 Q PENDANT TYPE SPRINKLER HEAD RISER UP OR DOWN kZy FIRE MAIN LINE TOTAL: 22 -- FIRE BRANCH LINE NOTE: ALL PIPES SHOULD BE 1 " SIZE UNLESS MARKED OTHERWISE. RUN 1" PIPE BETWEEN JOIST DRILL 1-1/2" HOLE IN JOIST 1" PIPE 1" PIPE "DROP NIPPLE REDUCER WOOD JOIST 1611+ CEILIN PROPOSED ADJUSTABLE CONCEALED SPRINKLER HEAD FIRE SPRINKLER WOOD JOIST DETAIL NOT TO SCALE BALCONY -=Q----- - ---- - =77 UP FROM END OF BRANCHLINE I ___ SMOOTH BORE —= CORROSION RESISTANT TEST VALVE IN OUTLET GIVING FLOW BR 4 99 READILY ACCESSIBLE EQUIVALENT TO ONE \ ® LOCATION SPRINKLER MBR 1 BR 3 EDEN MBR 2 o - 45- GALV. ELBOW Note: not less than 4ft. (1.2m) of exposed test pipe in warm roo beyond valve when pipe extends through wall to outside. o WET TEST CONNECTION (PER NEPA 13) HARDENED HEX HEAD SELF THREADING SCREW 1-1/2" — 1-1/2" 1-1/2" 0 1-1/2" 1-1/2" 1-1/2" IS FURNISHED WITH THE HANGER AND IS THE OMINIMUM FASTENER SIZE ACCEPTABLE T W E-- 1-1 A 2 0 O INSPECTOR TEST VALVE 40 0 ELEVATOR ® HT � BATH 2 _ FIOISTPY SHUT OFF VALVE HVAC 53"X50.5" F►vnc l —I 0 0 _ DN CPVC SINGLE FASTENER STRAP TYPE HANGER 3 � IF 0 0 HARDENED HEX HEAD SELF THREADING SCREW ® IS FURNISHED WITH THE HANGER AND IS THE No. Date Title ILb Xj ® o MINIMUM FASTENER SIZE ACCEPTABLE ® BATH 3 j — - YOGA RM. REVISIONS: BATH 1 - FOYER ® 0 M F- ] cl-11 i- L - - _ ��r______ __ M EN CH I N 100 BAY ROAD GREENPORT , NY SHEET TITLE: CPVC DOUBLE FASTLNER STRAP TYPE HANGER FIRE PROTECTION UPER FLOOR PLAN HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE DATE: SHEET NUMBER: 03/22/2017 SCALE: 1/4" = ll-O" FP3 DRAWN BY: 3 OF 3 _ EV FIR"E PPRO08"T E('367 10 ON U rr"EwK',41 FLOOR P""'LAIK "N" ' 1/4" 11011 A SENTRY AUTOMATIC FIRE PROTECTION 735 Flanders Road �. Riverhead, NY 11901 CPVC DOUBLE FASTENER STRAP TY H i ` • , ` y �. p„� a.,� PHONE:631-723-3095 CPVC HANGER '' FAX:631-723-1053 t� - SYMBOL DEVICE TEMP. QTY. SPRINKLER LEGEND O RELIABLE RFC 155 - O HT RELIABLE RFC 212 6 PENDANT TYPE SPRINKLER HEAD RISER UP OR DOWN FIRE MAIN LINE TOTAL: 6 .-- FIRE BRANCH LINE O NOTE: ALL PIPES SHOULD BE 1 " SIZE -}- UNLESS MARKED OTHERWISE. SHOWER O + + 13D SPRINKLER NOTES 1 . ENTIRE DESIGN AND INSTALLATION TO CONFORM TO NFPA 13D 2007 EDITION O 2. BUILDING TO BE FULLY SPRINKLED AS NOTED 3. SYSTEM TO BE TESTED IN ACCORDANCE WITH NEPA 13D 2007 EDITION 6.4.2 4. ONLY U.L/FM MATERIAL TO BE USED 5. ALL VALVES ARE TO BE IDENTIFIED AS PER 4.6 ITT + 6. DRAINAGE PER SECTION 7.2.1 7. ALL HANGERS TO BE INSTALLED PER 9.4.4 8. TEMPERATURE RATING OF SPRINKLERS PER 7.5.4 OR 7.5.3 9. MAXIMUM SPACING OF SPRINKLERS 220 SQ FEET 10. PIPE SIZING AS PER HYDRAULIC CALCULATIONS 11 . UNDERGROUND TO BE FLUSHED PRIOR TO CONNECTION OF YSEM C+ PIPING AS PER NEPA 13D 12. ALL REQUIRE SIGNS TO BE APPROVED 13. SPRINKLER HEADS SHALL BE INSTALLED AS REQUIRED, BEING OF SIDEWALL, PENDANT OR UPRIGHT. ALL PIPING, BRANCHES ETC... SHALL BE INSTALLED WHEREVER POSSIBLE. PIPING MAY DRAIN THROUGH MAINS. WHERE ® HT HT THIS IS NOT POSSIBLE PIPING SHALL BE PROVIDED WITH PLUGGED FITTINGS TO PREVENT DAMAGE. 14. TOOLS & SPARE HEADS A STOCK OF SPARE HEADS SHALL BE MAINTAINED ON THE PREMISES. SPARE SPRINKLERS SHALL INCLUDE ALL TYPES AND RATINGS INSTALLED. 15. PIPE & FITTINGS BRANCH LINES SHALL BE SCHEDULE _10 PIPE WITH FITTINGS BOAT STORAGE GARAGE CROSS MAINS WILL BE SCHEDULE 40 PIPE WITH GROOVES CONCRETE SLAB 16. SYSTEM SHALL BE HYDROSTATICALLY TESTED AS PER SECTION 4.3 IN NFPA 13D 2007 EDITION 17. MATERIAL TO BE INCLUDED ON HYDRAULIC DATA NAME PLATE ®� HT ® HT WILL BE PROVIDED AS PER NFPA 13D 18. UNDERGROUND PIPING INCLUDING WHERE IT ENTERS THE BUILDING WILL BE SUPPORTED AS SPECIFIED IN NFPA 24 PERTAINING TO RODDING, CLAMPING AND THRUST ELT PANEL BLOCKING 19. HEAT IS TO BE MAINTAINED BY TENANT AT ALL TIMES AT A MINIMUM TEMPERATURE OF 40 DEGREES 1-1/2" UP MECHANICAL ROOM ® HT FAHRENHEIT IN ALL AREAS WHERE SPRINKLER PIPE AND FITTINGS ARE INSTALLED. (D 20. CONTRACTORS MATERIAL AND TEST CERTIFICATES FOR ABOVE AND BELOW PIPING ARE TO BE SUBMITTED TO 01/2" 1- �HT 1-1/2" 1-1/2" AUTHORITY HAVING JURISDICTION FOR APPROVAL. ®)I RPZ SAND SAND =IIP TO 21 . STREET MAIN IS CIRCULATING 1ST Fl. Og 22. HYDRAULIC NAME PLACE CARDS WILL BE INSTALLED ON RISERS 1-1/2" MAIN LINE No. Date Title [� REVISIONS: MENCHINI 100 BAY ROAD GREENPORT , NY SHEET TITLE: FIRE PROTECTION LOWER FLOOR PLAN DATE:D 03/22/2017 SHEET NUMBER: APP - 7 2017 SCALE: FP1 C_4' j ''f4lal.TDFd�T. DRAWN BY: 1 OF 3 EV FIRE PROTECTION LOWER FLOOR PLAN SENTRY AUTOMATIC FIRE PROTECTION —011 ar'a" 735 Flanders Road Riverhead, NY 11901 _ PHONE:631-723-3095 aen '� U) -� � FAX:631-723-1053 w ""Y -..N•. SYMBOL DEVICE TEMP. QTY. SPRINKLER LEGEND O RELIABLE RFC 155 13 OHT RELIABLE RFC 212 - a PENDANT TYPE SPRINKLER HEAD RISER UP OR DOWN FIRE MAIN LINE TOTAL: 13 --- FIRE BRANCH LINE NOTE: ALL PIPES SHOULD BE 1 " SIZE UNLESS MARKED OTHERWISE. HOT TUB w/ SAFETY COVER DH O VENTED GAS F RIDEFPDACE F N G D UN G RM RADIANT HEAT UNDER TILES x L < HVAC HVAC HVAC IE -T u u ELEVATOR RISER u® ❑ HOISTWAY p RIS53"x505' O z Q o_ �' o wine - 1-1/2" O COOIer ® No. Date Title DOWN UP REVISIONS: t'i/ ---� MFA ROOM FOYFR DN - MENCHINI 100 BAY ROAD I IF GREENPORT , NY SHEET TITLE: FIRE PROTECTION MAIN FLOOR PLAN DATE: SHEET NUMBER: 03/22/2017 SCALE: FP2 1/4" = 19-0" DRAWN BY. 2 OF 3 EV FIRE PROTECTION MAIN FLOOR PLAN � �:� 'fir'''' �_, etgr �;y', .;�'; SENTRY AUTOMATIC FIRE PROTECTION 1 /4 - 10 735 Flanders Road Riverhead,NY 11901 >� ""'<.•�- s'"" :.";'^�,�' PHONE:631-723-3095 FAX:631-723-1053 SYMBOL DEVICE TEMP. QTY. O RELIABLE RFC 155 21 SPRINKLER LEGEND O HT RELIABLE RFC 212 1 O PENDANT TYPE SPRINKLER HEAD RISER UP OR DOWN FIRE MAIN LINE TOTAL: 22 FIRE BRANCH LINE NOTE: ALL PIPES SHOULD BE 1 " SIZE UNLESS MARKED OTHERWISE. RUN 1" PIPE BETWEEN JOIST DRILL 1-1/2" HOLE IN JOIST 1" PIPE 1" PIPE XREDUCER OP NI PLE WOOD JOIST 16"+ PROPOSED ADJUSTABLE CEILIN CONCEALED SPRINKLER HEAD FIRE SPRINKLER WOOD JOIST DETAIL NOT TO SCALE BALCONY � — - UP FROM END OF BRANCHLINE SMOOTH BORE ® TEST VALVE IN CORROSION RESISTANT OUTLET FLOW BR 4 99 READILY ACCESSIBLE EEQU VALENTINTO ONE ® LOCATION SPRINKLER MBR 1 BR J DEN MBR 2 • ,-45' GALV. ELBOW Note: not less than 4ft. (1.2m) of exposed test pipe in warm roo beyond valve when pipe extends through wall to outside. WET TEST CONNECTION (PER NEPA 131 X,\, HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE 1-1/2" 1-1/2" - 1-1/2" (®) 1-1/2" 1-1/2" 1-1/2" MINIMUM FASTENER SIZE ACCEPTABLE O2 / , L • • • INSPECTOR TEST VALVE 1-1/2 ELCVATOR ® HT 0 BATH 2 HOISTWAY HVAC 53"x50.5" HVAC SHUT OFF VALVE —I 1-1/2" DN ®� XX ® O CPVC SINGLE FASTENER STRAP TYPE HANGER • 98 o e ® HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE No. Date Title ® o MINIMUM FASTENER SIZE ACCEPTABLE ® � BATH 3 ° YOGA R�1. REVISIONS: BATH 1 FOYER :0: EE 1E _ MENCHINI 100 BAY ROAD GREENPORT , NY SHEET TITLE: CPVC DOUBLE FASTENER STRAP TYPE HANGER FIRE PROTECTION UPER FLOOR PLAN HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE DATE: SHEET NUMBER: � 03/22/2017 SCALE: FP3 1/4" = 1'-0" rz Ej DRAWN BY: 3 OF 3 _ EV FIRE PROTECTION UPER FLOOR PLAN SENTRY AUTOMATIC FIRE PROTECTION 11 1 10H � ""; r•;" ! '1~ 735 Flanders Road Riverhead, NY 11901 CPVC DOUBLE FASTENER STRAP TYPE H�,N t PHONE.631-723-3095 CPVC HANGER ` .•, FAX:631-723-1053 esu a:n'��. F J:.1 Au,;;'. •.. �5