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HomeMy WebLinkAbout43689-Z �oOS11ffUL,f�oGy Town of Southold 8/16/2021 o P.O.Box 1179 o • ,� 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42242 Date: 8/16/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 38030 Route 25,Cutchogue SCTM#: 473889 Sec/Block/Lot: 85.-3-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/16/2019 pursuant to which Building Permit No. 43689 dated 4/30/2019 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: additions and alterations, including unfinished basement, covered entries, covered porch and attached garage to existing single-family dwelling as applied for. The certificate is issued to Krupski Jr,Albert of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0127 5/10/2021 ELECTRICAL CERTIFICATE NO. 43689 6/12/2021 PLUMBERS CERTIFICATION DATED 4/13/2021 dy Pkuknbing&H ting t riz ignature o�gufFot,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT y. z 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#: 43689 Date: 4/30/2019 Permission is hereby granted to: Krupski A Albert 2790 Skunk Ln Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 38030 Route 25, Cutchogue SCTM # 473889 Sec/Block/Lot# 85.-3-8 Pursuant to application dated 4/16/2019 and approved by the Building Inspector. To expire on 10/29/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,039.60 CO -ADDITION TO DWELLING $50.00 Total: $2,089.60 Building Inspec or 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 9 r jj Date. !tQ l 1 New Construction: Old or Pre-existing Building: V (check one) Location of Property: g©3 �{ -i{4. (� No u (U House No. I� Street Hamlet Owner or Owners of Property:Akyt U�n Suffolk County Tax Map No 1000, Section Block �j Lot Subdivision r�2 Filed Map. Lot: Permit No. —J✓� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: E Request for: Temporary,Certificate Final Certificate: V/ (check one) Fee Submitted: $ �1 Applicant Signature DD APR 1 7 2019 Building Department Application TOWN OF SOUTZ, AUTHORIZATION (Where the Applicant is not the Owner) I, A kid- vu ( residing at �7q 0 %A.1-aWl (Print property owner's name) (Mailing Address) r do hereby authorize (Agent) SWl� to apply on m behalf to the Pp Y Y Southold Building Department. (Owner's Sign tune) (Date) A( t �(Irum�(, . (Print Own is Name) oF so�P�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 c®l1NTV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Albert Krupski Jr Address: 38030 Route 25 city:Cutchogue st: NY zip: 11935 Building Permit# 43689 Section: $5 Block. 3 Lot: $ WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool X New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 62 Ceiling Fixtures 13 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 21 Wall Fixtures 14 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 62 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO $ Transformer UC Lights Dryer Recpt 30A Emergency Fixture Time Clocks 1 Disconnect 2 Switches 62 4'LED 6 Exit Fixtures Pump Other Equipment. Hood, Fridge, Gas Oven, W/D, DW, Gas Heater in Garage Notes: New Two Story House w/ Basement and Walk-up Attic Inspector Signature: tr Date: June 12, 2021 S.Devlin-Cert Electrical Compliance Form.xls OF SO(�ryOl Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q roper.rich ert(G-town.south old.ny.us Southold,NY 11971-0959 Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Krupski Address: 38030 Route 25 City Peconic St. New York Zip- 11958 Building Permit#. 43689 Section. $5 Block. 3 Lot 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only X Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures LI TVSS Other Equipment- 200a underground construction service Notes, Inspector Signature: Date: July 16 2019 81-Cert Electrical Compliance Form As , 16 so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ' Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD OER11FICATI®_N Date: Building Permit No. 1 Owner: / e L' (Please print) Plumber•, i` t✓ /�e i/ le e-p as print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this 9 day of 20 'L 9 ROBERT F MARKS NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6364702 Qualified in Suffolk County MyCommission Expires 09-18-2021 Notary Public, aunty ho�aOF 50U1'yo� * # TOWN OF SOUTHOLD BUILDING DEPT. `ycoul m, 765-1802 INSPECTION �b l [ ] 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) [ ] CODE-VIOLATION [ ] CAULKING REMARKS: DATE I6 INSPECT011 " q BOE SOUIy # * TOWN OF SOUTHOLD BUILDING DEPT. oo765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. 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[ ] F UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STR [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]-FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O MARKS_: n( V�19*4, 4/ 4T. J 6 �i �o vil IVp or c,TvP DATE 3lla I�� INSPECTOR40 o�'oF so�lyo �I o 2,< # # TOWN OF SOUTHOLD BUILDIfIG DEPT. `ycourme�` 765-1802 : INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ` [ ] FOUNDATION 2ND [ ] ,INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- FIRE NSPECTION- FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION Net ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS_ : Z, al d l . dor _ core S-cm an 9' Al 1A hx oM o DATE 0 INSPECTOR lgf so yO� Ll Sb 0 IZ*- —�� * # TOWN--OF SOUTHOLD�BUILD!lIING DEPT. °`yrournr '' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. 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A - 1 FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY`- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: 0 aLx /0 2 No te Wz IN 4 OY-0—ItY W _I, �A® � `�' 1 Al DATE eLI2,a INSPECTOR ' }�# TOWN OF SOUTHOLD BUILDING D 765-1802 � 41 1N.SPECTIONOozi w ��l [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ '] FOUNDATION 2ND [ ] XSULATIOWCAULKING' . 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[ ] FOUNDATION.2ND [ ] AISULATIOWCAULKING [ ] FRAMING/STRAPPING [VI FINAL ge. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION , [' ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ° av 40 � r �N DATE lK Yk INSPECTOR Hampton Home Performance (631) 594-7101 PO Box 866•Bridsehampton, A1Y 11932 DATE: 8/05/2021 TEST#_08052021BI Blower Door & Duct Leakage Testing Letter Home Address Tested: . , 38030 RTE 25 Peconic,NY Y z,.,� 1; Test(s) Performed: Blower Door(basement volume Vexcluded) ACHso = CFMso x 60/volume of conditioned pace A = 5.9 `r ACHso = 3,431c/m50 x 60min/hr /3.4,848 cuff'= 5.9 ACHso Test(s) Performed: Blower Door,,-(basement volume included & door ope "' ._. ACHso = CFMso x 60V volume`'of conditioned space AC o= 4.2 ACHso = 3,799cfm`s�6 z 60min/hr 153,658 cuft = 4.2 ACHso Pete�Uargo RESNET Certified HERS Rater #2344429 BPI-DOE Certified Quality Control Inspector(QCI) BPI Certified Multi-Family Building Analyst BPI Certified Energy Auditor Building Performance Consultant Energy Star Partner Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY.-1193 I �� 631 734 6405 D JUL 1 0 2020 BUILDING DEPT. July 8, 2020MOLD Southold Southold Town Building Department Main Road Southold, NY 11971 Re: KRUPSKI RESIDENCE BP# 43689 I have inspected the insulation installation, and found it in compliance with Code, the approved ResCheck, and my construction documents. I hereby authorize drywall to be installed. Thank you, st, O N � � O Tom Samuels Samuels and Steelman Architects 25235 Main Road, Cutchogye, NY 11935 631 734 6405 May 26, 2020 Southold Town Building Department JUN 3 2020 Main Road Southold, NY 11971 Re: KRUPSKI RESIDENCE 13P#43689 1 have inspected the rough plumbing installation, and found it in compliance with code and my construction documents. I hereby authorize insulation to be installed. Thank you, 0 ELS 0 rIS "r Tom Samuels Krupski Project 38030 main road, Peconic, NY, 11958 • 1 y -4 v+: F a. h I 9 5'! i A A o.7I y w Krupski Project 80 • . d Peconic, NY, 11958 /pr r i T � _ yq Y /R r fb 3 1 , Y A s i o f O� Apt � s 40 �r 8 r r a d� A' 0 � 4p, 4p 4P i • . a FOUNDATION (IST) WO I ---------------------- ��. ►PLUMBING 'll'it ,; ROUGH FRAMING& jj� �� INSULATION PER N.Y; 8TATE ENERGY CODE m s �I• r �i riff �- 11,WN r WLYWO r • MOM oil �� � � :� ''���t � � � � ►� ;i ,� .,� rte, �' J' TOWN OF 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 l Planning Board approval FAX: (631)765-9502 Suryey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees j C.O.Application Flood Permit Examined �—,201 i Single&Separate I Truss Identification Form Storm-Water Assessment Form Contact: Approved W ,20 Mail to: Disapproved a/c //�� � Phone: Expiration D ,20 D, Building Inspector Q DAPPLICATION FOR BUILDING PERMIT 1 6 ?019 APR � Date rLQ � � 520 INSTRUCTIONS k° • a. Thies �" � � )Tcompletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plany,�rate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with alll applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. I V i (Signaturapplicant or name,if a corporation) i �— (Mailing addr of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As oh the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer i (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. eq Q �i 1. Location of land on which pr6pgsed Al-be cane,, {c �m fly -r'i 1� '7 t ��� i j ' 4,r7 r �r:of t,ta„�lt„PZ'ul'Y1�A . �C lis r House Number Street , = '� '�'��' 1 .t, { f4amlet County Tax Map No. 1000 'Sectioft .r g'. r;' �; Lot 0 1 Subdivision Filed Map No. Lot _ 2. State existing use and occupancy of premises and i tend d useCnd o cupancy of proposed construction: a. Existing use and occupancy ��'j {'l�.i e�kote> b. Intended use and occupancy 'S m'�r' 3. Nature of work(check which applicable):New Building Addition V/ Alteration V Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 8 Number of dwelling units on each floor If garage, number of cars i 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. WA 1 �f If t 7. Dimensions of eiistin� structures, if any: Front­0 Rear ' 5))40 Depth 4 Height­jNumber of Stories Jon Dimensions of spme (structure with alterations or additions: Front -D Rear Depth 61 � Height Number of,S't6tJes­-,i;4 8. Dimensions of entire new construction: Front Rear Height Number of Stories 9. Size of lot: Front Rear *1W, 90 Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated A C 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V1 13. Will lot be re-graded? YES NO /Will excess fill be removed from premises?YES V NO 14. Names of Owner of premises 5 2 Address U,LI�Mq-ttOi Phone No. Name of Architect SWAtj, Address UZU%Z L Phone No (OL� 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 BEEQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ✓on * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) r k,,i� L( e being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contra tor,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 appli rmmitb LAUREN M MCKISSICK Sworn to before me this NOURY PUBLIC-STATE OF NEW YORK day of 20 I No.®1MC ----�. Qualified in SuifoOk Notary Public My Commission Expires ay 2090e f Applicant d Scott A. Russell ,��°s" '� STORA1 WA\T)ER SUPERVISOR � 1M[A\1\A\(GrlEl�ul[]El�.T SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold ' CHAPTER 236 - STORMWATER MANAGEMEN (TO BE COMPLETED BY THE APPLICAN ! APR q V - DOES n-US PROJWr HWOLVE ANY of THE L011P � 4 Y i (CHECK ALL THAT APPLY) .y } ;)! Yes No TO - D ?;f [!]❑ A. Clearing, grubbing, grading or stripping of land whiabv90 WClm>l OLD— than 5,000 square feet of ground surface. ❑® B. Excavation or f filling involving more than 200 cubic yards of material within any parcel or any contiguous area. j. _]E] C, Site preparation on slopes which exceed 10 feet vertical rise to + 'i 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal 1 erosion hazard area. !; ji El E. Site preparation within the one-hundred-year floodplain as depicted i; on FILM Map of any watercourse. [E]E] F. Installation of new or resurfaced impervious surfaces of 1,000 square +` {� feet or more, unless prior approval of a Stormwater Management - - - !I- -----------Control Plan-was received by the Town and the proposal includes"- -- i; -- - - -- in-kind replacement of'impervious surfaces. - H 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 witE—your Building Permit Application. S.C.T.M. �: 1000 Dares ' APPLICANT: (Property Owner,Design Profeastonal,Agent,Contractor,Other) ,( District 'ii NAME Tom Samuels 85 3 8 4/25/19 tv Section Block Lot FOR BUILDING DEP;MENT-USE ONLY t 631 734 6405 i Contactlnformatwti;� (/ i } ':i'Reviewed By: €€ ,!- — — — — — — — — — — — — — — — — 1 Date: I Property Address/Location of Construction Work: - t'1 38030 Main Road :. i Approved for processing Build ng Permit, ! ❑ S ormwater Management Control Plan Not Required. 6/(Forward — — — — — — — — — — — — — — ;. P@COnIC, NY 11958Stormwater.Management Control Plan is Re ulred.d q to Engineering Department for Review) � FORM SMCP-TOS MAY 2014- --_-_______.___�.._._ -• --- -- --_— _ _ �__---------__-�_^- ____�_ APPLICANT: S.C.T.M.#: 1000CHAPTER 236 iPtoPettP Owner,Design Ptofessional,Agent,Contractor,Other) ---- —--.-_... —M— �OSUFFQk' 85 3 8 Stormwater Management Control Plan CHECK LIST NAME. Tom Samuels Section Block Lot S M C P -Plan RequiremenmProvide ONE copy of the Building Permit Application. PI.X MA 16 Date: A% �lC The applicant must provide a Complete Explanation and/or Reason for not providing 7346405awp_u I _. 4/25/19 01 all Information that has been Required by the following Checklistl Ig(11h7Ie dcpM1afl�NumLm I 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here, show all of the following items YE NO NA If you need additional room for ex ianations, Please Provide additional Paper. a. Location&Description of Property Boundaries X0 b. Total Site Acreage. X Shall include but nut be ffinited ' c. Existing-Natural & Man Made Features within 500 L.F. A well maintained Ion Entrance, of the Site Boundary as required by§236-17(00. X Ire Backed Siltencing, st a i iza Ion d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. x Seeding of expose and/or inactive soils, e. Limits of Clearing&Area of Proposed Land Disturbance. x f. Existing& Proposed Contours of the Site (Minimum Z hitervaW Flat site, spot elevations shown g. Location of all existing& proposed structures, roads, X driveways,sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& X O proposed structures. 1. Location of proposed Swimming Pool and discharge ring. I r X o Swimming Pool j. Location of proposed Soil Stockpile Area(s). HXH k. Location of proposed Construction Entrance/Staging Area(s). 0 1. Location of proposed concrete washout area(s). X M. Location of all proposed erosion&sediment control measures. =0 DRAT 2. Stormwater Management Control Plan must include Calculations show7ng Con ARE RE that the Stormwater improvements are sized to capture,store,and inf iltrate Ba igineering at 765- on-site the run-off from all impervious surfaces generated by a two(2'9 inch X eEngineer's certipeat- rainfall/storm event. th;ltge has been in� jun 3. Detalls&Sectional Diawings for stormwater practices are required for approval Items requiring details shall include but not be limited to - - a. Erosion& Sediment Controls. x b. Construction Entrance& Site Access. X existingsite entrydriveway c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) X 0 d. Leaching Structures (e. .infiltration basins,swales,etc.) X not required I ** FOR ENGINEERING PARTM T USE ONLY �" - Additional Information is WMFS®U� ��� F ;►; Reviewed& I Stormwater Management Control Plan is Not Complete. fApproved By: — — — — — — — — — — — — — — — — — — — — — — — i I Stormwater Management Control Plan Is Complete. I� Date: Z Y I SMCP has been approved by the Engineering Department.1, FORM * SWCP Check List-TOS MAY 2014 o�oSufFOlRco� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 y�j01 �a0� Telephone (631) 765-1802-FAX(631).P_&9502 Temporary Certificate # Date ..�ccL4' 2019 Customer Name Reu I Electrician Name lP4T,4tu &NIT— Address 9ao'5 0 Z� �A�Lt Phone G��- 7 4 5- 7 e-mail CGG L�[rGI.0 a-maillie W711-144 Z ae �Cicp� Phone License# -se fog r Size 1,10 A Phase Overhead Underground 25= #of Meters I Remarks #of Underground Laterals 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for da date above. Authorized by BUILDING DEPARTMENT-Electrical Inspector �O 21 2021 TOWN OF SOUTHOLD c = Town Hall Annex- 54375 Main Road - PO Box 1179 �- u Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(@.southoldtownny.Qov - seandlc'i@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6/21/21 Company Name: NA-work completed by family. Brandon Lake Name:Albert J Krupski Jr License No.: email: kkrupski17@gmaii.com Phone No: 631-942-7325 ❑I request an email copy of Certificate of Compliance Address.: 38030 Main Road, Peconic, NY 11958 JOB SITE INFORMATION (All Information Required) Name: Albert J Krupski Jr Address: 38030 Main Road, Peconic, NY 11958 Cross Street: Skunk Lane Phone No.: 631-942-7325 Bldg.Permit#: 43689 email: kkrupski17@gmail.com Tax Map District: 1000 Section:85 Block: 3 Lot: 8 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Full gut and renovation Full gut and renovation Full gut and renovation Check All That Apply: Is job ready for inspection?: ❑✓ YES F-1 NO ❑Rough In ❑✓ Final Do you need a Temp Certificate?: ❑YES ❑✓ NO Issued On 6/21/21 Temp Information: (All information required) Service SizeF-11 Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service ❑ Service Reconnect ❑Underground [:]Overhead #Underground Laterals ❑1 2 ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.x1sx ��SUFFOL,I- BUILDING DEPARTMENT- Electrical Inspector `O TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 CD C/> - Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr Er southold town ny.gov --- seand(csoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: \O�I Vl Vt M ' S Name: License No.: email: Address: �7 P,0S Phone No.: S A-1A JOB SITE INFORMATION (All Information Required) Name: LY Address: Maw) vii C. Cross Street: I C Phone No.: 31 4 2� Bldg:Permit#: 3(,tg� email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: "YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued,On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected- Underground - Overhead — -- #-Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ec9 Req Q� for InsC n Form.xls PERMIT# t Switches ! i � � I �1 Outlets ti a GFIs Surface I \M c , Sconces HH's vik t � 9*f,91 ,,K9t C UC Lts Fans Fridge l HW Exhaust i I Oven �.C)U �� �� Dryerj,[,/"A " Smokes DW �. Service Carbon �, Micro Generator Combo / Coo top - Transfer AC AH Mini 00 V Special: Commentsl\A1,j,04- 0, o' 0 C- 00 e-A I VJ9 1A I J � y Tom- rn °�` Town Hall Annex �;r(n� . Telephone(631)765-1802 54375 Main Road - __-—_ ___ -- Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION. PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: �'l (b I (q Owner: �V()O Location of Property: �o mo Pw Please take notice that the (check applicable line): New commercial or residential structure Addition to existing ceffwnefek"r residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in thefo owing location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: �:Ftm S Name (person submitting this form): -1 ©1M am el'r/. Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 Samuels and Steelman Architects 25235 Main Road, Cutchogue, MY 11935 631 734 6405 April 16, 2019 Building Department Town Hall Annex Main Road Southold, NY 11971 Re: ADDITIONS & RENOVATIONS TO THE KRUPSKI RESIDENCE 38030 Main Road, Peconic, NY I hereby apply for a Building Permit for a renovations and additions project at the Krupski Residence. Attached documentation includes the following: 1. Building Permit Application 2. Four (4) sets stamped DRAWINGS 3. Owner's Authorization L446t.d, "('Uef- 4. Notice of Utilization of Truss Construction 5. Suffolk County Department of Health Services Permit 6. Southold Town Sanitary permit 7. Storm Water Management Work Sheet 8. RES Check Compliance Certificate 9. Application for Certificate of Occupancy Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. Thank you, —r&A - I Tom Samuels Architect enc. SITE DATA SCTM # 1000-85-3-8 EXISTING TWO 5TORY PROPERTY: 38030 ROUTE 25 ��� HOUSE TO BE RENO\/ATED ADDRESS PECONIC NEW YORK 11958 op PROPOSED NEW OWNER: ALBERT J. KRUPSKI JR. SANITARY SYSTEM 2790 Skunk Ln Cutchogue, NY 11935 TWO STORY ADDITION SITE: 851,232.09 SQ. FT. = 19.5416 ACRES Uj i © ZONING: AC EXISTING FARM 5TAND EXISTING SHEDS TO REMAIN SURVEYOR: Peconic Surveyors 3 PO Box 909 1230 Traveler Street Uj Z ' Southold, NY 11971 ti�6 EXISTING BARN LICENSE # 49618 I DATED: April 28, 2015 As Ask j BLDG & FE.4.6'W EX 1 ST I NG BARN Uj EDGE OF FIELD z LOCA TION MAP Uj w � Q 2 cn U_ 2 Uj 0 2 LO fSITE O\ OtCN °0 Z �7 N Q B o W y v� O 2 o s 2 W 0 0 0 w V w w 2 = o m LL Q o Cw: 242 .1 13 Z ` r� V 06 Z- n co <. M � EXISTING IRRIGATION WELL -� �• a o (A M Z o —FUEL TANK ON GONG. 5LA�B w –' = Q Z LL W• ui U, c Q h O ° C W N = M U cn (A• 9 9 LL_ IZ 0 0 Uj 00 w w N/0/F o� NEW yQ� STOUTENBURG j 111 nb<N D1II35flA � e+.. r r > 4-. ,,,, � ,.y }° t..x.I Ist.,. ��Ov IIi j corny'fcn 1-1 an, 0 r; c.Wpy r.mhr..nom.r�L r- r+5 d.c-7n«,`('ul.,n i K A 11n la"S..ifl Sul., lilt 0 � COMPIC:--�i f��' �.y�'�� c7 as Proof. PROJECT NO: w 01806 0 w o DRAWN BY: w o UT CHECKED BY: TS LO a DATE: SUMFOLys:COUNTY 1=�Z.t V� T:!77 ! c� EAI h;� .���;czS11/26/18 N/O/F I I'17 s. =.I 10 ^Y 017 (_CFd',a-1:L d:,€e9 Oi?A SCALE: Z1" = 100' - 0" FILIPP N, ' u ... _ I :l�Pd 7 t''1q SHEET TITLE: /', €)_�Ottntea-» F z . I101-*� , :D'1'7,f,' tY. OVERALL S EXP11- "STIgREEYE.AP.SFf,0:;,1:�PtT1-:0FAPIIR0VAL SITE PLAN SHEET NO: i' v ..ccL.:jF.r.ti E No EDGE OF FIELD EDGE OF FIELD 11 c rE , vrmqh LAIN ; S68'00'60"W 478.80' SCALE: 1 " = 100'-0" PFE FLE a TOWN OF SOUTHOLD DEVELOPMENT RIGHT EXIaTIN6 RESIDENCE ' I T E A W RESIDENCE FF EL +28.6 v GRADE LINE ELEVATION +25.8 1 A GLEAN OUT SCTM # 1000-85-3-8 Q GRRADE LINE ELEVATION ±25.8 cTl I' MIN. 2' MAX. �-- /. PROPERTY: 38030 ROUTE 25 ADDRESS PECONIC NEW YORK 11958 I/4"/FT. I/8"/FT. TOP OF POOL 24.25 � � OWNER: ALBERT J. KRUPSKI JR. TANK LEACHING 2790 Skunk Ln POOL / EXISTING m o Cutchogue, NY 11935 IE. +24.8 IE. +24.0 BOT OF POOL 18.25 NEIGHBORING WELL m \ SITE: 851,232.09 SQ. FT. = 19.5416 ACRES IE. +24.5 IE. +25.012 / rn GROUND WATER o X ZONING: AC 3' MIN ,� N/o/F o D SURVEYOR: Peconic Surveyors Uj L Keil Otto Florists Inc c Y O 30 E Gate Dr, Box SEPTIC PROFILE / Huntington, NY 11743-5199 —' 12030 Traveler Street >" (N.T.S.) 38145 Route 25 z (n Southold, NY 11971 1000-85.-2-16 X m LICENSE # 49618 / DWELLING/FARM WITH WELL o DATED: April 28, 2015LU Z cn TEST HOLE Uj N/O/F NO SCALE ' /North Haven Trust BY MARK McDONALD GEOSCIENCE $� SOUTHOLD NEW YORK 11971 Attn: Anthony Sages , EXISTING UTILITY 5 945 Fifth Ave Apt 17D, TEST HOLE DATA 8 / 13 / 18 ELEV. + 25.7 POLE �' / New York, NY 10021 LU iU) 38920 Route 25 M 1000-85.-3-12.2 0.5 FT. BROWN LOAM OL �N�. FARM, NO WATER / ABOVE GROUND y,O. _ ¢ EXISTING UTILITY 0 ��J N O PRO P05 LINES \J��Q 3 FT. BROWN SILT ML m ��U Pp��� m �� ME R ,���� PROPOSED NEW SEPTIC SYSTEM BROWN FINE N 0 F •���%�� PROPOSED V EW 161 / FOR A 5 BEDROOM RESIDENCE 9 FT. TO MEDIUM SAND SP / / j UNPERGROU - 1500 6AL SEPTIC, TANK (ST) Pindar Vineyards LLC j��{G PU3LIG WATER LINE e �`� % - CLEANOUT C/O Herodotus Damianos ti �' / - (2) 8' DIA x 8' HIGH LEACHING POOL (L 17 FT. PALE BROWN FINE SAND SP 591A Bicycle Path --I g�` / - FUTURE LOCATION FOR (1) 8' DIA x 8' COMMENTS: NO WATER ENCOUNTERED Port Jefferson Sta, NY 11776 LP HIGH LEAGHIN6 POOL (EXP) O 37645 Route 25 \ �` O / TEST HOLE BORING......NC 1000-85.-2-15 EXP TEST HOLE EL +25.* O DWELLING/FARM WITH PUBLIC WATER EXISTING WELL �' O ` �0�� _ �'h pLP LOCATION OF EXISTING SANITARY �+ IN BASEMENT �0 NEW SYSTEM TO BE ABANDONED - V TO BE �% DRIVEWAY REMOVED AS REQUIRED ' 24.4+ ABANDONED 25.8 " �o O +25.7 "'in RFS I DENCM A 5 BEDROOMS, TWO STORIES WITH BASEMENT PROP E �a FIRST FIN FLR ELEV +26.6 PARKIN TOTAL GROSS FLOOR AREA 3,01010 SF ,4 ITIO �' RE OIL TANK IN BASEMENT +26.5 0 N +23.01 E5 G '' z• EXISTING FARM 5T D �o a• M NO SAN I TARY - s- 26.5 IRRIGATION WATER - 05E BIB / y`, mss, -� a o SEE SHEET #1 FO OGATION OF WELL nR� Ty. .. XISTING SHADPROPOSED NEW UNDERGROUND W J• 3TOTAL GROSS OOP. AREA- 840 SF 24.5+ . DJN DRYWELLS FOR STORMWATER ? W a NO WATER OR SANITARY �, A RUNOFF FROM BUILDING 5TRUG RE5 W. W +23.01 TOTAL GROSS FLOOR M = a AREA '75 5F ,1,0 g W. N = a DA EX 1 ST I NO CGARAC� �c ,y A 2+5'i' 10 5' NO WATER OR SANITARY a ~ k TOTAL &ROSS FLOOR A- 629 SF . n nix u �. x f T} ! EXISTING TORA&r 13UILDI �� oF r�cw�o , k NO WA R OR SANITARY s C. s, , �'�_ TOT &ROSS FLOOR AREA 1'141 SF � ' DRIVEWAY \ 201 �, G� 18 EX I ST I NG ARDOR_ E y k ��� EXISTING BARN NO WATER OR SANITARY -`�` k >`� NO WATER OR SANITARY TOTAL &ROSS FLOOR AREA- 13'7 SF -�_ x ' TOTAL &ROSS FLOOR AREA- 1,'140 SF PROJECT NO: 1806 DRAWN BY: UT S CHECKED BY: AXI STI NCS FARM BU I LD I NG NO WATER OR SANITARY1 , r, � n; O TS 43 TOTAL 6RO55 FLOOR AREA- 71 5F x DATE: 11/26118 SCALE: u . 1 = 20' - Off ' SHEET TITLE: co 61� ENLARGED CN X 1ST 1 NG BARN SITE PLAN NO WATER OR SANITARY TOTAL 68055 FLOOR AREA- 1,5141 5F N k SHEET NO: �� BLDG. � SCALE: 1 " = 20'_0" � Y r rY > SCDHS SUBMISSION EXISTING RESIDENCE REVISIONS: 4/25/19 � RESIDE_NGE FF EL +28.6 + 2 16/21 AS-BUILT V GRADE- LINE ELEVATION 25.8 S I TE DA TA GLEAN OUT SCTM # 1000-85-3-8 Q GRADE LINE ELEVATION ±25.8 I- N I' MIN. 2' MAX. PROPERTY: 38030 MAIN ROAD ADDRESS PECONIC NEW YORK 11958 I/6"/FT. TOP OF POOL 24.25 SEPTIC LEACHING OWNER: ALBERT J. KRUPSKI JR. --� �, ` 2790 Skunk Ln TANK POOL / EXISTIN6 o Cutchogue, NY 11935 IE. +24.8 IE. +24.0 BOT OF POOL 16.25 NEIGHBORING WELL m \ SITE: 851 232.09 SQ. FT. = 19.5416 ACRES IE. +24.5- IE. +25A2 / ''I ' GROUND WATER m 13.6' 8' � � ZONING: AC 11 le3' MIN / o C SURVEYOR: Peconic Surveyors LLJ .Y SEPT1(','0* PROFILE N PO Box 909 L / N/0/F -� 1230 Traveler Street U O (N.T.S.) Keil Otto Florists Inc Z o Southold, NY 11971 >_ 30 E Gate Dr, cn NY 1 1 743-51 99 > �' LICENSE # 49618 TOP OF EXISTING GRADE / Huntington, o� DATED: April 28 2015 CAST IRON FRAME AND DOVER TO 38145 Route 25 n P Uj Z GRADE (AS REQUIRED) 1000-85.-2-16 TRAFFIC SLAB (SEE / DWELLING/FARM WITH WELL PLANS FOR LOCATIONS) TEST HOLE _ � } N/o/F NO SCALE ® ® ® ® ® ® ® ® ® \ �g North Haver. Trust BY MARK McDONALD GEOSCIENCE A N ® ® ® ® ® ® ® ® ® = DRAINAGE BASIN FOR ��. Attn: Anthony Sages SOUTHOLD, NEW YORK 11971 SIZES SEE SITE PLANS p� 945 Fifth Ave A t 17D, z POTS INC UTILITY q New York, NY 10021 Uj p � � 3' min ® ® ® ® ® ® ® ® ® } / F TEST HOLE DATA 8 / 13 / 18 ELEV. + 25.7 z 0. } ® ® ® ® ® ® ® ® ® BACKFILL MATERIAL \ 38920 Route 25 q) z ® ® ® ® ® ® ® ® ® TO BE GLEAN SAND �C, 1000-85.-3-12.2 0.5 FT. BROWN LOAM OL d 0 ® ® ® ® ® ® ® EK ® AND GRAVEL / ABOVE 6 ND ��� FARM, NO WATER - ® ® ® ® ® ® ® ® ® gr EXI5TIN UTILITY p OBJ LIMIT OF N O INSTALL LINE ��'P CLEARING 3 FT. BROWN SILT ML m GROUND WATER ��V \ NEY'4 WA R Pp\\� 15,800 SF m -- - - - - - - - - �� ME R CONSTRUCTED SEPTIC. SYSTEM BROWN FINE ,���jti�- INSTALLED 3�' 6:, F� �� ,/ FOR A 5 BEDROOM RESIDENCE 9 FT. TO MEDIUM SAND SP PERMANENT STORM WATER +�` UNDERG U �p �p - 1500 GAL SEPTIC, TANK (5T) RUNOFF CONTROL MEASURE PUBLIC TER LINE / - CLEANOUT - (2) 8' DIA x 6' HIGH LEACHING POOL (L 17 FT. PALE BROWN FINE SAND SP STORM C)RAINAGE RING TYPICAL N O F I,�• ` ­% + 5.6 - FUTURE LOCATION FOR (1) 6' DIA x 8' COMMENTS: NO WATER ENCOUNTERED 1 NO SCALE / / � � HIGH LEACHING POOL (EXP) Pindar Vineyards LLC LL IN (Exp) TEST HOLE BORING......NC TEST HOLE EL +25.'7 V C/O Herodotus Damianos ASEMENT I -� DRYWELL W/ CAST IRON GRATE :3 '- 591 A Bicycle Path ANDONED 2�' INLET AT DRIVEWAY Port Jefferson Sta, NY 11776 O DRIVEWAY O 37645 Route 25 pS S✓ L LOCATION OF ABANDONED DRAINAGE CALCULATIONS C U LAT I O N S 1000-85.-2-15 / / s,, PRE-EXISTING SANITARY SYSTEM Q1 24.4+ AREA OF RESIDENCE DW-A Q. D�/ELLING/FARM WITH PUBLIC WATER DRY WELL AREA x RAINFALL )x RUNOFF FACTOR �. DW A �\ :tk /" ?. 5•-r 6x8 . ENLARGED RES 1 DENGE (DW-A) 2,939 5F x (2/12 FT.) x 1.0 = 490 GU. FT. 4x8 "; ..,X + 5.6 ( 5 BEDROOMS, TWO STORIES USE: (3) 8' DIAMETER x 4' HIGH POOL GRAVEL (3) 8' X 4' STORM DRAIN RING = 506.7 GU. FT. WITH BASEMENT PROVIDED REQUIRED FIRST FIN FLR ELEV +25.6 �NS a, AREA 506.7 C.U. FT. > 410 CU. FT. TOTAL GROSS FLOOR AREA 3 990 SF AD (TIO ' g In heOIL TANK IN BASEMENT AREA OF DRIVEWAY (DW-C) DRY WELL AREA x RAINFALL x RUNOFF= FACTOR *1s✓. -15 1,4aO 5F = y ( ) x (2/12 FT.) x O.7 I'74 GU. FT. N USE: (1) 5' DIAMETER x 6' HIGH POOL +23.9 •"� (I) 5' X 6' STORM DRAIN RING = 253.4 GU. FT, otS Z i �J Ci ,_ Oi ?SYK;Yx. N PROVIDED REQUIRED EX 15TI NG FARM 5 - D '. �o 253.4 GU. FT. > 1"74 GU. FT. c� QLn NO SANITARY IRRIGATION WATER - OSE BIB ^ , i RECEIVED -� �• Y � o SEE SHEET #1 FO OGATION OF WELL i Y EXISTING SHED !� � w & 3 K TOTAL GRO55 OOR AREA- 840 5F 24.5+ +23.9 NO WATER OR SANITARY �� 4x8 BAR ]. 1 2029 w• N W o Q Z LL TOTAL 68055 FLOOR n c� v X AREA '75 SF' �0 8U C3. HAt.TH SERVICE. N M rw 2', <t �p / aw A EXISTING GARAG 0rFIC� C"1,w.k,,T 4x8 S V11tATF_n Pt�Ea r NO WATER OR SANITARY ? / x Y X TOTAL GRO55 FLOOR A- 629 5F N . � . k Y LIMIT OF EXISTING �TORA&E n�3 /� CLEARING I ' ` of Re 15,600 5F BU I LD I p� NO WA R OR SANITARY Co' fps C. TOT 68055 FLOOR AREA- 119 SF1 ® G j \ / I° AY 2 5 2021 i�RIVEWAY \ EXISTING ARBORS � r���X 1 �y`� EXISTING DARN 'r o . ..�� 1, y ; NO WATER OR SANITARY NO WATER OR SANITARY ' TOTAL GRO55 FLOOR AREA- 13"1 SF yn� .amu � TOTAL GROSS FLOOR AREA- 1,7740 SF PROJECT NO: 1806 DRAWN BY: / v� UT / EX15TI NG FARM BU I LD I NG {*'X '' uy> CHECKED BY: NO WATER OR SANITARYx „` O TS TOTAL GROSS FLOOR AREA- '11 5F xY, t,, DATE: ���� '` T 3/9/21 4 SCALE: s`aa FaL�, 4 ,�- �` _ 1 - 201 - 011 ,nfr`%K{` .fa`'Sw �T x 1X` �' Hv pVIC SHEET TITLE: T},. r_on Data MAY 0 e. _2021 �.,L.,_�<rw.,r .. {• AS-BUILT �O .Y t27 , r ' Lt '2'S Pte_ w•3II dfor C.o u,. ' Co be saIsfar-tory FOR A IAMIyaj' � c i:_r,a�erscias �'.FV� b„on � SEDRoa �f�� SITE PLAN EXISTING BARN NO WATER OR SANITARY Crai TOTAL 68055 FLOOR AREA- 1,5-19 5F g KnePPer, PE., Chief SHEET NO: Am BLDG. ,��i L0 SCALE: 1 " = 20'-0" kx n Z n �x SCDHS AS-BUILT SITE PLAN RE-Scheck Software Version 4.6®4 Compliance Certificate Project KRUPSKI LAKE RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,402 at2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 38030 MAIN ROAD ALBERT KRUPSKI TOM SAMUELS PECONIC, NY 11958 2790 Skunk Ln SAMUELS AND STEELMAN Cutchogue, NY 11935 ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NY 11935 631 734 6405 �§;^. r x. ��Y �X9x .r '+� zL �d.• ik'Ina�' �'o, ��M�;>x, Fa�.t, b... & . �°Sq, Compliance: 17.5%Better Than Code Maximum UA: 570 Your UA: 470 Maximum SHGC, 0.40 Your SHGC: 0.32 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 77717 06vity conc., Floor 1 first floor:All-Wood Joist/Truss:Over Unconditioned Space 1,777 19.0 7.0 0.035 62 Floor 2 second floor:All-Wood Jo ist/Truss:Over Unconditioned Space 574 19.0 7.0 0.035 20 Ceiling 1 second floor: Flat Ceiling or Scissor Truss 1,625 30.0 7.0 0.028 46 Ceiling 2 first floor: Flat Ceiling or Scissor Truss 174 30.0 7.0 0.028 5 Ceiling 3: Flat Ceiling or Scissor Truss 73 30.0 7.0 0.028 2 Ceiling 4: Cathedral Ceiling 479 30.0 7.0 0.027 13 Wall 1 north elevation first floor:Wood Frame, 16" o.c. 292 15.0 7.0 0.048 11 Window 1:Wood Framw:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 2:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 2 copy 1:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Door 1: Solid 21 0.370 8 Wall 2 north elevation second floor:Wood Frame, 16" o.c. 265 20.0 7.0 0.040 10 Window 4:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 5:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Project Title: KRUPSKI LAKE RESIDENCE Report date: 04/16/19 Data filename: ,\,NAC\chnrP\nffiro filpc\('nmrnon Documentc\Ar TI\/F P1.R( JECTC`ICnupcl-Ar-nerrp Pala ! of Calculation.rck Ass' e a e Wall 3 north elevatin second floor:Wood Frame, 16" o.c. 203 15.0 7.0 0.048 8 Window 6:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 6 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Wall 4 south elevation first floor:Wood Frame, 16" o.c. 25 15.0 7.0 0.048 1 Wall 5 south elevaton first floor:Wood Frame, 16" o.c. 331 20.0 7.0 0.040 12 Window 8:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 8 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 10: Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Wall 6 south elevation second floor: Wood Frame, 16" o.c. 98 15.0 7.0 0.048 5 Wall 7 south elevation second floor: Wood Frame, 16" o.c. 291 20.0 7.0 0.040 9 Window 11:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 Window 11 copy 1:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 Window 13:Wood Frame:Double Pane with Low-E 7 0.300 2 SHGC: 0.33 Window 14:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 14 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 14 copy 2:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Wall 8 east elevation first floor: Wood Frame, 16" o.c. 206 20.0 7.0 0.040 6 - Window 17:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 17 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 19:Wood Frame:Double Pane with Low-E 7 0.300 2 SHGC: 0.33 Window 19 copy 1:Wood Frame:Double Pane with Low-E 7 0.300 2 SHGC: 0.33 Door 2: Glass 20 0.300 6 SHGC: 0.27 Wall 9 east elevation first floor:Wood Frame, 16" o.c. 373 15.0 7.0 0.048 15 Window 21:Wood Frame:Double Pane with Low-E 7 0.300 2 SHGC: 0.33 Window 22: Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 22 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Door 3: Solid 20 0.370 7 Wall 10 east elevation second floor:Wood Frame, 16" o.c. 194 20.0 7.0 0.040 6 Window 24:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 24 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Wall 11 east elevation second floor:Wood Frame, 16" o.c. 168 15.0 7.0 0.048 7 16 0.300 5 Project Title: KRUPSKI LAKE RESIDENCE Report date: 04/16/19 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Krupski\Energy Page 2 of 3 Calculation.rck r.ross Area-- Assembly or Cavity Cont. U-Factor UA Window 26 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Wall 12 west elevation first floor:Wood Frame, 16" o.c. 373 15.0 7.0 0.048 14 Window 28:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 29:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.33 Window 29 copy 1:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.33 Window 29 copy 2:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.33 Window 32:Wood Frame:Double Pane with Low-E 8 0.300 2 SHGC: 0.33 Window 32 copy 1:Wood Frame:Double Pane with Low-E 8 0.300 2 SHGC: 0.33 Window 32 copy 2:Wood Frame:Double Pane with Low-E 8 0.300 2 SHGC: 0.33 Wall 13 west elevation first floor:Wood Frame, 16" o.c. 203 20.0 7.0 0.040 4 Door 4: Glass 108 0.300 32 SHGC: 0.27 Wall 14 west elevation second floor:Wood Frame, 16" o.c. 337 15.0 7.0 0.048 14 Window 35:Wood Frame:Double Pane with Low-E 7 0.300 2 SHGC: 0.33 Window 35 copy 1:Wood Frame:Double Pane with Low-E 7 0.300 2 SHGC: 0.33 Window 35 copy 2:Wood Frame:Double Pane with Low-E 7 0.300 2 SHGC: 0.33 Window 38:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 38 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Na a-Title Signatu Dald Project Title: KRUPSKI LAKE RESIDENCE Report date: 04/16/19 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Krupski\Energy Page 3 of 3 Calculation.rck ©rc S A�4 mA4- EKI5TIN& RE5IDENGE 1 REVISIONS: w -RESIDENCE FF EL +28.6 4125/19 2/16/21 AS-BUILT v GRADE LINE ELEVATION +25.8 SITE LD"ATA lu CLEAN OUT SCTM # 1000-85-3-8 0 GRADE LINE ELEVATION ±25.8 /5/21 FRONT STEPS 0 I' MIN. 2' MAX. �- �� PROPERTY: 38030 MAIN ROAD 1/4 /PT. / I/8 TOP OF POOL 24.25 /� ADDRESS PECONIC NEW YORK 11958 OWNER: ALBERT J. KRUPSKI JR. SEPTIC TANK LEACHING X 5 INC \ 2790 Skunk Ln POOL -4 o \ Cutchogue, NY 11935 IE. +24.8 IE. +24.0 BOT OF POOL 18.25 NEIGHBORING WELL m m SITE: 851,232.09 SQ. FT. = 19.5416 ACRES IE. +24.5-1 IE. +25A2 m GROUND WATER o A ZONING: AC 3' MIN / Z o 0 SURVEYOR: Peconic Surveyors �C SEPTIC# PROFILE N 0 F �(n PO Box 909 O / / 1230 Traveler Street (N.T.S.) Keil Otto Florists Inc Z O Southold, NY 11971 moon TOP OF EXISTING GRADE 30 E Gate Dr, cn / Huntington, NY 11743-5199 y LICENSE # 49618 38145 Route 25 0 n DATED: April 28, 2015 Uj Z CAST IRON FRAME AND COVER TO 1000-85.-2-16 C GRADE (AS REQUIRED) DWELLING/FARM WITH WELL TRAFFIC SLAB (SEE / PLANS FOR LOCATIONS) TEST HOLE Uj J } N/O/F NO SCALE ® ® ® ® � ® ® ® ® � \ �g /North Haven Trust BY MARK McDONALD GEOSCIENCE Q d1 U1 ® ® ® ® � ® ® ® ® DRAINAGE BASIN FOR X 5 G U I D��' ? Attn: Anthony Sages SOUTHOLD, NEW YORK 11971 SIZES SEE SITE PLANS 5 P TEST HOLE DATA 8 / 13 / 18 ELEV. + 25.7 Z 0 / New Fifth Ave 1 0021 D� O ® ® ® ® ® ® ® ® POLEUj Z � } 3 min ® ® ® ® � ® ® ® ® } BACKFILL MATERIAL \ -� 38920 Route 25 �u '� 1000-85.-3-12.2 0.5 BROWN LOAM OL wSe � 0 � ® ® ® ® '� ® ® ® ® � TO BE GLEAN SAND � � �� ? � ® ® ® ® ® ® ® ® ® AND GRAVEL VE G ND ��N FARM, NO WATER - ® ® ® ® ® ® ® ® ® ¢ EXISTIN TILITY �JG' IMI 04 O NSTALLE LINE ��P� CLEARING 3 FT. BROWN SILT ML m Z p \ NEW WAKR ��J\� 13,800 5F m GROUND WATER - - - - - - - V�� ' \ Q ��' \ 7rINSTALLED R `��` ONSTRUGTED SEPTIC SYSTEM BROWN FINE 3-I' 0 <v FOR A 5 BEDROOM RESIDENCE 9 FT. TO MEDIUM SAND SP PERMANENT STORM WATER +\j UNDERG U 4p�o� / - 1500 GAL SEPTIC TANK (5T) RUNOFF CONTROL MEASURE jy\ t=uBLIc LINE �- EANOUIT - (2) 8 DIA x 8' HIGH LEACHING POOL (L PALE BROWN FINE SAND SP STORM CIRAINAGE RING TYPICAL \ + 5.8 , / - FUTURE LOCATION FOR (1) 8' DIA x 8' 17 FT. 1 NO SCALE N/0/F 12' 0 HIGH LEACHING POOL (EXP) COMMENTS: NO WATER ENCOUNTERED SEMENT 1 TEST HOLE EL +25.71 TEST HOLE BORING......NC v Pindar Vineyards LLC EXP C/O Herodotus Damianos RYWELL GA '-' 591A Bicycle Path ANDONED 2�� K/ ST IRON GRATE INLET AT DRIVEWAY O Port Jefferson Sta, NY 11776 \ ' DRIYEwAY DRAINAGE CALCULATIONS 37645 Route 25 NEW FRONT OOP p`' S; L OGATION OF ABANDONED 1000-85.-2-15 + / /STEPS HANDRAIL \ / 6- PRE-EXISTING SANITARY SYSTEM 24.4 AREA OF RESIDENCE DW-A �. DWELLING/FARM WITH PUBLIC WATER DO�jB DRY WELL AREA x RAINFALL )x RUNOFF FACTOR / 7. . NLARC5ED RESIDENCE (DW A) 2,01301 SF x (2/12 FT.) x 1.0 4010 GU. FT. 4x8 �` , . + 5.8 5 BEDROOMS, TWO STORIES U5E: (3) V DIAMETER x 4' HIGH POOL GRAVEL (3) 8' X 4' STORM DRAIN RING = 506.1 GU. FT. �; ,y . WITH BASEMENT �kr PROVIDED REQUIRED xr SNS AREA FIRST FIN FLR ELEV +28.6 �. 506.1 GU. FT. > 40110 GU. FT. TOTAL CROSS FLOOR AREA 5,41410 SF OIL TANK IN BASEMENT 1 in lied 3 s, . , x ,., .� ( AREA OF DRIVEWAY (DW-C) \O v W DRY WELL AREA x RAINFALL x RUNOFF FACTOR +2'✓- %"\� +26.5 (DW-B) 1,4x0 SF x (2/12 FT.) x 0.'1 = I'74 GU. FT. N USE: (1) V DIAMETER x 6' HIGHI POOL +23.9 EGJ C,�`z i (1) & X 6' STORM DRAIN RING = 253.4 GU. FT. 06 Z EXISTINS FARM ST D O � ti N PROVIDED REQUIRED LO NO SANITARY \ 253.4 GU. FT. > 114 GU. FT. N Q IRRIGATION WATER - E BIB SEE SHEET #1 FOR CATION OF WELL mss, y o 0 TOTAL GROSS F OR AREA- 840 SF DRI Y `: w J• L z 3 X 24.5+ NO WATER OR SANITARY Dw A a z LL +23.9 TOTAL GROSS FLOOR �yz 4x8 W. � ? o y AREA- '75 57Lu. a N °o M XISTING G6R6CGF 4x8 NO WATER OR SANITARY Q ~ TOTAL GROSS FLOOR A A- 6201 5F . T X LIMIT 4 T f OF X ,. 6 ' ---�X 1511 NCS 10RACGE r: 3` •S CLEARING 15,800 SF BU I LD I OF NEN/ NO WA OR SANITARY co,P �.S C. �o,2 / TOTS GROSS FLOOR AREA- I'79 SF ,� G ;,.•. �'�„onp cry DRIVEWAY \ :, , >r X241` n �h 098350-A X I ST I N6 ARBOR \ X 1 ST I NG BARN NO WATER OR SANITARY h` `x NO WATER OR SANITARY TOTAL GRO55 FLOOR AREA- 1517 5F TOTAL GRO55 FLOOR AREA- I,"140 SF PROJECT NO: 1806 MN, X :.} �f DRAWN BY: r' UT X I STING FARM BUILDING ` *.' CHECKED BY: `Jr NO WATER OR SANITARY Tie >T `1 1� TOTAL 6RO55 FLOOR AREA- 11 5F ✓"> ° '}:' < Y;;X ITS DATE: 3/9/21 SCALE: - - Off - ' SHEET TITLE: AS-BUILT XI STING BARN SITE PLAN NO WATER OR SANITARY TOTAL 6ROSS FLOOR AREA- 1,5'79 SF N 52.3' SHEET NO: L H, rc 3Zj) i LO SCALE. 1 - 20 -011 SCDHS AS-BUILT SITE PLAN 811 REV 15 1 ONS 12" DIAMETER CONC. PIER TO VIRGIN 11/1. 51_y 1 %/Idl WINDOW WELL, BEARINS, FOR SUPPORT OF OPEN PORCH PIERS, AS BUILT PORCH ABOVE r-- —— —— — BASEMENT HOPPER WINDOW (TYP.) -- -- ----- - -- - ---- ---- ----- - 10"x24" POURED GONG. FOOTINrz, SET ON PROVIDE CAST IN r —7- PLACE 67ALV. STIRRUP uj 5/a" x 12" ANCHOR BOLTS 652" Or, H/Bx5x5/f& THK.41:)uprz;v roNc,,//i/LAS/X/ he METAL WASHER, 12" FROM EACH CORNER Ln GRADE : PZEINFORGED/YN4 x6w2AX2., 1kNM NEVq INTERIOR VNIALL5 ABOVE 5HONN DOTTED 10" THK. x el'-O" TALL POURED CONC. lu FOUNDATION WALL W#5 REBAR @12" /r=X" IN(/5IST VERTIOAL/24"O/C HORIZ., vq/56" SPLICE AND 12"x12" CONC. PEDESTAL PEP, SPECIFICATIONS, WLIOUID APPLIED vql(4)#4 REBAR \\')X DAMIFFROOFIN& uml z X L— — — — I N POURED CONC. WELL FOR .if. X, x N F E&RE55 FROM BASEMENT J/ 5(b"x3b"x12" POURED CONC. ir X FOOTING N/(4)#4 REBBAR, Imu EACH WAY L --up t_j L c -or LI \ -# r- ———— FOOTPRINT OF EX15TIN& HOUSE SHOWN L orl" I E mom ftm D' E T_Am I L -7 _j vq/DIAC70NAL HATCHING. LIFT AND SUPPORT 4'-0" CL D_ NTS EXISTING HOUSE DURING EXCAVATION AND um] R x EXISTING L X6 R� INSTALLATION OF NEW FOUNDATION -EXI E 5" THK. POURED GONG. FOUNDATION WALL 7 _7 A/#5 FEBAR @2411 0/0 EACH vqlBb" x 5PLI(�E AND PER SPECIFICATIONS. PROVIDE BASEMEN/ STEP INTOP X' x tu 8"xlb" FOUNDATION WALL W(2)1*5 REBAR FOUNDATION HALL tu F!, II \ ` � �` \ m_ `� I t - -- -- -- -- ---- -- ---------- -- -- I \ � -� EXISTI�IC� bxb\"GfRD R ` J I :;�:� .r.;.;sF•. •,,:;�' ': -fi• -:,.<r :�',:h.,:' ,:Ci SEE TYPICAL 5'-II" % \ \ dJ \/ ` \x, DETAIL _j XK ILL _j �z -1 (5)2xb,HEADER J UI AREA 1. PROVIDE COMPACTED FILL ABOVE -4- --ill n fz 4" THK. POURED GONG. SLAB (5).2x8+EADER REINFORCED v4/(5x6-2Ax2.cI MM X K (14 PROVIDE 4000# CONCRETE \LU =X tu 't + 1< , / (5)2x E 5T4 6, xe, &R'DE 10 v Ln LL __j x L J, -/7 J X > V --j > -1 i II 10" Z. > 261 K\/1 w, cl) <. x STEP IN TOP f p"" —j ::T 1 F_ FOUNDATION WALL L_J N X\ ---- - ----- ----- -- --- I -- -------I iv Z' L"- 0 w M 2XI0 D.J. 1 3 ST B Al (5) ui U_ —— — — —— —— —— ———— — ————— C4 w hx.., to 0 4 Lu x A ON 50"x30"x12" GONG. TR. AD. JOIST5 2xa@lb" TR. )ND. J015 5— M L_ __J 5-1/2" O. V. STL. COLUMN L _J L_ _J _ __ 7 . I 11011 FOOTING (TYP) Q ~. u :2 (f) cn- 51 1:2'-1 OJ:/2 d) -oil T x x --- ------- ---I X� ry j =kr j ally " I ' I I x (5)2xlO TR. 1,60. (5):2xlO TR. 1-0. (2)2xlO v4l(1)5 L .— _J L__ —T r-- -?Ld AREAPW' DRAIN --- ---- -- ---- e ---- -- ---- -- O� lff:w�-o CONNECTE-D TO DRYIAELL r, S A 4— O 1 4- 4" THK. POURED GONG. SLAB _j MM UP iN I REINFORCED vi/(5xb-2.c1x2.c1 �I _0 cl C) C GONG. 5 IRS FROM GRADE DOWN TO BASEMENT LEVEL (2)2XIO V41(0914"XC61" 11-7/8" T-11/560 01(oll F. J. PROJECT NO: L _j 1806 5x5 FLUE FOR BOILER, T THRU CHIMNEY TO ROOF DRAWN BY: TS DIEFFENIN& FOR CHECKED BY: FLUSH HEARTH ABOVE DATE: j 4/16/19 SCALE: (4):2xIO TR. 1,'0. - 011 1/4 1 ——— ———— ———— — SHEET TITLE: xy _j F - --- -- - - - loll FOUNDATION _611 41 PLAN 11-011 V-611 -11-011 61-611 1. 1:21-011 201-011 41-eill 7r SEP SHEET NO: v9 A FOUNDATION I BASEMEN ""I"' L , ,, r,TA; ; ;,. _..�'No SCALE: 1/4" V -0" F.J.u M I b—'s 45 D01% r 60 1 tiET REVISIONS: GENERAL STORMWfi►TER POLLUTION PREVENTION NOTES 4/25/19 PERMANENT STORM NATER RUNOFF CONTROL MEASURE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE IT An' Aa C Li 11A Development activities for this project will consist of: ( r �,f'ir 1. Installation of temporary erosion control measures(silt fence barriers), see detail 1 &2 p `'" 2. Clearing of brush, trees and landscaping in areas shown on Site Plan py�� I I 3. Demolition of existing structures and associated building components o SCTM # 1000-85-3-8 APR 2 6 11 4. Excavation for the new foundations (+/- 3 ft below finished grade) EXISTING TWO STORY PROPERTY: 38030 MAIN ROAD 5. Construction of the new foundations, and building structure n ..._.,,. ... 6. Construction of underground electric and utility lines from the utility � HOUSE TO BE RENOVATED ADDRESS PECONIC NEW YORK 11958 g y y pole to the buildings � <5NZ TOWN Off'SO �T"�.. J 7. Construction of a new underground water line from the road to the residence O� PSeQ�o PROPOSED NEW OWNER: ALBERT J. KRUPSKI JR. 8. Installation of the septic system P I 5ANITARY SYSTEM 2790 Skunk Ln Cutcho ue NY 11935 9. Installation of on site drainage'structures (permanent storm water runoff control measures), see detail 1 '� �� g � 10. Installation of underground piping from gutters and downspouts to the drainage structures PSQP�-a TWO STORY ADDITION SITE: 851,232.09 SQ. FT. = 19.5416 ACRES UJ he 11. Filling and grading of soil above drainage structures Q La 12. Construction of new walkways ZONING: AC 0 13. Construction of new driveway and parking areas including grading and driveway surfacing 14. Installation of new landscaping plants, lawns as required EXISTING FARM STAND EXISTING SHEDS TO REMArIN SURVEYOR: Peconic Surveyors 3 15. Removal of the temporary erosion control measures PO BOX 909 01 1230 Traveler Street UJ Z SITE DATA - EXISTING BARN Southold, NY 11971 Site Area: 851,232.09 SO. FT. = 19.5416 ACRES �'j`L LICENSE # 49618 13 Receiving Waters: PECONIC BAY D I DATED: April 28, 2015 Contractor: N/A j BLDG & M P U) POLLUTION CONTROL MEI\SURES IT.a.s'w 61� o�• EXISTING EARN hia In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment control measures including, but not limitedlk E LU EDGE OF FIELD LOCATION AK to, the following shall be employed during construction: 0 A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means)and shall remain undisturbed. o B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are exposed.A maximum of 1 acre shall be Y 2 disturbed at one time unless written permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding Z 0 0 9 0�2UJ as required. Seed mixtures shall be in accordance with the soil conversation service recommendations. C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are completed,or if construction on an area is 6�oc w Zen suspended, the area shall be seeded immediately. a. Seed preparation -scarify soil if compacted, remove debris and obstacles such as roots and stumps. w O <92 b. Soil Amendments OQ- 1. Lime to ph 6.0 W 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre(14 lbs/100 sq. ft.) QLO c. Seed Mixtures U ��,• ITE 1. Temporary seedlings p co CO a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) Q N b. Certified "Aroostook"winter rye(cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in October/November. N I eRj�C 2. Permanent seedlings-See Landscaping plans ,, F D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from cleared slopes. W I N E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. Sediment barriers shall be installed along the limits of disturbance priorto the start of construction and shall be maintained until construction is complete. F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The construction entrance shall be maintained until the site is permanently stabilized.Any sediment tracked onto public roads to be removed or cleaned on a daily basis. cn W 2 G.All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be protected from sediment buildup \ a m () through the use of appropriate inlet protection. Z ~ O H.Appropriate means shall be used to control dust during construction. 0 \ Q W > �- I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be cleaned and flushed as necessary. W 0 o J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must be performed every seven calendar ( LL_ _w Z = Y days and immediately after periods of rainfall greater than one half inch. Maintenance measures are to include, but are not limited to, cleaning of recharge J basins, sediment traps and drywells, cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. li O I LLZ K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and toxic and hazardous waste, as well as p Q � Q Z U) sanitary sewer and septic system regulations. Temporary fencing shall be erected as shown on Site Plan along with the placement of dumpster's to control the buildup Z m LL_ LL of debris. The contractor shall periodically clean up any debris accumulated along the temporary fence and empty the dumpster's regularly. Q O The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to the Engineer/Architect for revision of the Z SWPPP where appropriate. _ p U ad Z- DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE I Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and EXISTING IRRIGATION WELL rigid insulation, piping for plumbing, outdoor paving materials. F o 0 Waste materials shall include demolition materials from the existing building structure, unused building materials and products, trash from construction workers meals \ Q �- W _J• w Z w X and drinks. Project site shall have!a dum ster that all waste materials will be temporarily stored and dum ster shall be emptied week) b a private carting company. 2 p FUEL TANK ON GONG. SLAB a Z LL 1 p p Y p p Y Y p 9 = W � � Lj • � M v Q v, p `4 W• N 2 M 50'MIN GOMMRGIAL 'J0'MIN IEIVERnAL EXI5TING EXISTING 9 0 M C GROUND '-O" PAVEMENT I W w W W 0 0 . 4• 0 Q •t• W W I rJ111-T1�. -111 1-I - FILTER MOUNTABLE BERM N/0/F 4 2" STONE OR CLOTH (OPTIONAL) STOUTENBURG RECYCLED CONCRETE PROFILE o`��G SAMUFC�� cD aP���\ !!O'MIN GOhAMCRGIAL �`•n'"'. � 0' MIN 1�GIDBdTIAL ' U W I tV •L . • d• .�' • , 0rZ PROJECT NO: ` LLI 1806 EXISTING ' , �•'. • :; W ;t ,:: DRAWN BY: Ld UT 3 N CHECKED BY: N TS 12' MIN. O1r: MATCH "': ' ''': u'� ^ DATE: 4/16/19 ADJACENT ROAD WIDTH N/O/F I SCALE: PLAN FILIPPETTI Z 1" = 100' - 0" (DIITLIZED CONSTRUCTION ENTRANCE SHEET TITLE: 10' MIN. STABILIZED CONSTRUCTION ENTRANCE NOTES: OVERALL 1. Stone size - use 2 inch stone, or reclaimed or recycled concrete equivalent. SITE PLAN 2. Length -not less than 50 feet(except on a single residence lot where 30 foot minimum length would apply). 3. Thickness -not less than six(6) inches. I 4. Width -twelve (12) foot minimum, but not less than the full width at points where ingress or egress occurs. Twenty-four(24)foot if single entrance to site. ti 5. Geotextile -will be placed over the entire area prior to placing of stone. 0) SHEET NO: G. Surface water•-all surface water flowing or diverted toward construction entrances IY shall be piped beneath the entrance. if piping is impractical, a mountable berm with 5:1 ~ slopes will be permitted. \ Z EDGE OF FIELD EDGE OF FIELD 7. Maintenance - the entrance shall be maintained in a condition which will prevent tracking or flowing of sediment onto public rights-of-way, all sediment spilled, NPL A N_ Ot Z J S68'00'00"W 478.80' dropped, washed or tracked onto public rights-of-way must be removed immediately. W N/0/F 8. When washing is required, it shall be done on an area stabilized with SCALE: - 0�'-011 f stone and which drains into an approved sediment trapping device. - U PFEIFLE 9. Periodic inspection and needed maintenance shall be provided after each rain. CL TOWN OF SOUTHOLD DEVELOPMENT RIGHT EXISTING RESIDENCE REVISION RESIDf:NGE FF EL +28.6 4/25/19 LUGRADE LINE ELEVATION +25.8 v WIRE FENCE W/ SITE DA TA w GLEAN OUT FILTER CLOTH SCTM # 1000-85-3-8 Q GRADE LINE ELEVATION ±25.8 N I' MIN. 2' MAX. SURFACE t� FILTER CLOTH MIN. 6" ` PROPERTY: 38030 MAIN ROAD a I/4"/FT. BELOW GRADE D pyii'�`GE � ADDRESS PECONIC NEW YORK 11958 �� TOP OF POOL 24.25 SEPTIC I/8 /FT. OWNER: ALBERT J. KRUPSKI JR. TANK LEACHING •�� �� �� ��/� �, 2790 Skunk Ln POOL �/\ �/,// EXISTING m o Cutchogue, NY 11935 IE. +24.8 IE. +24.0 BOT OF POOL 18.25 NEIGHBORING WELL �m \ OPOSED CONSTRUCTI N I 851 2 2 = IE. +24.5- IE. +25.012 TEMPO ARY STORM WATER / m ENTRANCE IN FOOTPRIN OF SITE: 3 .09 SQ. FT. 19.5416 ACRES GROUND WATER RUNOF CONTROL MEASURE o PROPOSED DRIVEWAY SEE z ETAIL 1 ZONING: AC 5 MIN EROSION & SEDIMENT CONTROL DETAIL SURVEYOR: Peconic Surveyors .,c S E P T I(.. PROFILE 2 NO SCALE N/0/F g`� PO Box 909 v o / Keil Otto Florists Inc o 1230 Traveler Street 0 (N.T.S.) 30 E Gate Dr, Z cn Southold, NY 11971 TOP OF EXISTING GRADE / X m LICENSE # 49618 Huntington, NY 1 1 743-51 99 D -D Uj Z 38145 Route 25 g _' DATED: April 28, 2015 CAST IRON FRAME AND COVER TO 1000-85.-2-16 co &RADE (AS REQUIRED) DWELLING/FARM WITH WELL TRAFFIC SLAB (SEE PLANS FOR LOCATIONS) N5TALL TEMP RARY / SILT FENCE LONG LIMITS OF STURBANGE TEST HOLE Uj N/0/F NO SCALE ' � /North Haven Trust BY MARK McDONALD GEOSCIENCE ® ® ® ® ® ® ® ® ® \ g� A N ® ® ® ® ® ® ® ® ® DRASNSEE BASIN FOR Attn: Anthony Sages SOUTHOLD, NEW YORK 11971 SIZE., SEE SITE PLANS EXISTING UTILITY 5 P TEST HOLE DATA 8 / 13 / 18 ELEV. + 25.7 z 0 � / 945 Fifth Ave Apt 17D, J ® ® ® ® ® S ® ® ® \ POLE Q New York, NY 1002.1 Uj z 3 min ® ® ® ® ® ® ® ® ® >(y BACKFILL MATERIAL i° 38920 Route 25 to z ® ® ® ® ® ® ® ® ® 0. TO BE GLEAN SAND �� 1000-85.-3-12.2 0.5 FT. BROWN LOAM OL Ike d 0 ® ® ® ® ® ® ® ® ® AND GRAVEL / ABOVE G UND FARM, NO WATER ® ® ® ® ® ® ® ® ® EXI5TIN UTILITY p �J LIMIT OF N O Ey LINECLEARING 3 FT. BROWN SILT ML N NEW WA R p� �� 15,800 SF m GROUND WATER _ ME Q'Py��� PROP05ED NEW SEPTIC, SYSTEM BROWN FINE PROPOSED �'�o FOR A 5 BEDROOM RESIDENCE 9 FT. TO MEDIUM SAND SP PERMANENT STORM WATER +\jJ� UNDER6ROU - ISoO GAL SEPTIC TANK (5T) RUNOFF CONTROL MEASURE PUBLIC TIER / - CLEANOUT ti - (2) 8' DIA x 8' HIGH LEACHING POOL (L 17 FT. PALE BROWN FINE SAND SP STORM C)RAINAGE RING TYPICAL �' +25.8 - FUTURE LOCATION FOR (U 8' DIA x 8' COMMENTS: NO WATER ENCOUNTERED 1 N/0/F LP II H16H LEAGHIN6 POOL (EXP) NO SCALE Pindar Vineyards LLC EXISTI WELL O t TEST HOLE EL +25.7 TEST HOLE BORING......NC .. C/O Herodotus Damianos I ASEMENT V EXP DRYWELL W/ CAST IRON GRATE 591A Bicycle Path O TO BE p .n�- / INLET AT DRIVEWAY Port Jefferson Sta, NY Route 25 11776 ABANDONED \��� \0 �'� LP GRAVEL LOCATION OF EXISTING SANITARY DRAINAGE CALCULATIONS O DRIVEWAY.' _ 1000-85.-2-15 + / .\0 ST '� SYSTEM TO BE ABANDONED "�� 24.4 0 o AREA OF RESIDENCE DW-A DWELLING/FARM WITH PUBLIC WATER y y syr - /�, DAB REMOVED AS REQUIRED DRY WELL AREA x RAINFALL )x RUNOFF FACTOR A +25.7 �fh 6x8 - - DW A .".. X ' % RESIDrENGE: (DW A) 2,01501 5F x (2/12 FT.) x 1.0 - 4010 CU. FT. 4x8 5 BEDROOMS, TWO STORIES USE: (3) 8 DIAMETER x 4 HIGH POOL 225).8 (, WITH BASEMENT (3) VX 4' STORM DRAIN RING = 506.7 CU. FT. L PROVIDED UIRED 'n FIRST FIN FLR ELEV +28.6 RE'Q PARKING 506.-1 CU. FT. > 4010 C.U. FT. < AREA TOTAL 6RO55 FLOOR AREA 5,990 SF A ITO OIL TANK IN BASEMENT AREA OF DRIVEWAY (DW-C) OPOSED STAGING AREA DRY WELL AREA x RAINFALL x RUNOFF FACTOR o IN FOOTPRINT OF PROPOSED (DN-15) 1,4x0 5F x (2/12 FT) x 0.7 = 174 GU. FT. k OPSOIL N DRIVEWAY USE: (1) 8' DIAMETER x 6' HIGH POOL +25.01 ' ES STOCK NSTALL TEMPORARY SILT FENCE (1) VX V STORM DRAIN RING 255.4 GU. FT. otS Z AXI STI N6 FARM ST D O yr` X '"" PILE N ALONG LIMITS OF D15TURBANCE 2 PROVIDED REQUIRED ?\ r' \0 AREA 255.4 CU. FT. > 1'74 GU. FT. � QLo NO SANITARY 26.3 400 SF IRRIGATION WATER - OSE BIB k; mss, ONCRETE WA5HOUT AREA -j M• o T SEE SHEET #1 FO OGATION OF WELL / �✓- o TOTAL 68055 OOR AREA- 840 SF 24.5+ DRI YX I ST I N6 SHAD w A w '�• W Z W a NO WATER OR SANITARY PROPOSED NEW UNDERGROUND a z LL +25.01 y�, 4x8 DRYWELLS FOR STORMWATER � W• W " M D C TOTAL GR055 FLOOR a N � W. AREA- '75 5F \ ,yp' RUNOFF FROM BUILDING 5 TURES C L o a EX 1ST 1 NC 6ARA6 M NO WATER OR SANITARY x INSTALL TEMPORARY 2 l > TOTAL GROSS FLOOR A- 6201 SF Y • SILT FENCE ALONG LIMITS t� cA OF D 15TURBANGE 2 < w� LIMIT of EX I STING 70RAGE 3 CLEARING 15,600 5F ti BU I LD I r�Ew NO WA R OR SANITARY °F Y°�,� C' Sqn'(/^ 7711L 6RO55 FLOOR AREA- 1'19 5F c�cA , a 17RI1/�WAY \ 201, ��....�'��- � EX I ST I N6 AF,50R� .. �:. X�u ,�" EX I ST I N6 BARN NO WATER OR SANITARY x' f" 4 NO WATER OR SANITARY ` TOTAL &ROSS FLOOR AREA- 15'7 5F _�' ti Y. .v( TOTAL GROSS FLOOR AREA- 1,'140 SF PROJECT NO: "x 1806 ;. DRAWN BY: 'K k�w` '(X�yxJ'((Ty�� U T EXISTIN6 FARM BUILDING J CHECKED BY: NO WATER OR SANITARY : <` f 0 TS •/ �� TOTAL 6RO55 FLOOR AREA- '11 5F Y I / ✓ X xr Y aY��Yl 1 > x hT SCALE: > s 1" = 20' - 0V1 .x �' SHEET TITLE: hh~yyX0y" ` yXJ(i 00 ENLARGED N EX 1511 NCS BARN SITE PLAN NO WATER OR SANITARY TOTAL 6RO55 FLOOR AREA- 1,5'79 5F N 5:2.5' SHEET NO: X. Y111-T, 014 [ xr� uti P L BLDG. SCALE: 1 " = 20'-0" Z ✓hj . ".r k BUILDING PERMIT & BIDDING ad SITE DATA P`'ePP�O� SCTM # 1000-85-3-8 EXISTING TWO STORY PROPERTY: 38030 MAIN ROAD HOUSE TO BE RENO\/ATED ADDRESS PECONIC NEW YORK 11958 APPRO ED AS NOTED P�QQ�o� PROP05ED NEW OWNER: ALBERT J. KRUPSKI JR. DATE:-� 3' 2790 Skunk Ln D B.P. Blower door g' P SANITARY SYSTEM C tc ogue, NY 11935 NOTIFYFEE: �bgY rnd ductwork �� PSQQ�� TWO STORY ADDITION SITE: 851,232.09 SQ. FT. = 19.5416 ACRES Uj BUILDING DEPAR t0( AT Blower required. P O � 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: ZONING: AC O1. �,. EXISTING FARM STAND EXISTING SHEDS TO REMAIN SURVEYOR: Peconic Surveyors 3 FOUNDATION - TWO REQUIRED FOR POURED CONCRETE PO Box 909 2. ROUGH - FRAMING & PLUMBING 1230 Traveler Stree1111811111 4) t 3. INSULATION Southold, NY 11971 LLJ Z '�6 BARN LICENSE # 49618 4. FINAL - CONSTRUCTION MUST EXISTING��,� BE COMPLETE FOR C.O. I ALL CONSTRUCTION SHALL MEET THE DATED: April 28, 2015 Must Manuals REQUIREMENTS OF THE CODES OF NEW as ecoc & YORK STATE. NOT RESPONSIBLE FOR D,J and S as per FBLDGE 4.6 W DESIGN OR CONSTRUCTION ERRORS. �+ Energy 61� �oG EXISTING BARN 13 woo NYS En�'r�J Code � EDGE OF FIELD L 0 Alm I (A 1 D" IR MR MAP Uj0w w w ' \ � 20 COMPLY WITH ALL CODES OF a Q 0 IUj Z3 � 2 NEW YORK STATE & TOWN CODES 2 AS REQUIRED AND CONDITIONS OF All exterior lighting 1 0 I X�� c w installed, replaced or 0 <� t`epaired shall conform 4591 +f 9-P KING BOARD to Chapter 172 oQ S0dTHeb TRUSTEES C-f the Town Code Q- _ I�-�vs-BEC____- Q � ITE \ � room Q rn eR�OC PLUPv1BER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY Z v Q- OCCUPANCY OR SOLDER USED IN WATER 62 � y .v USE IS UNLAWFUL SUPPLYSYSTEM CANNOT WITHOUT CERTIFICATF EY.CEED2/fOOF 1!LEAD. o a m 0 z o � J F OCCUPANCY o 0 0 0- w Ld Z = IMBiNG AlLL*PLUMBINIG WASTE O : L '&WATER LINES \ Q TftTING BEFC <DRAINAGE INSPECTIONS ARE REQUIRED m Zo � Q O Contact TOS Engineering at 765-15601 before Backfill,OR Provide Engineer's Certification that the dralnage has been installed to Code. Z O v Z- ELECTRICAL I N Q INSPECTION REQUIRE® LL EXISTING IRRIGATION WELL �• o M Fire reparationLl Q0 O requlrcd as per Z o —FUEL TANK ON GONG. SLAB w -�' LLJZ Z a NYS Cade � Q LL W• c=i2 Wof Q � O � W• r = . M U r- TRUSS PU:CARDINa F:"�Qu,R::D Q i"'• U 0 o tq to I w w � U 0 0 Ld w I 0 0 LAJ 0 N101F STOUTENBURGOF �F _Imo'}- g�P C. Si �i M jo 0133`0A�s� 0 U- PROJECT NO: 1806 W o w DRAWN BY: w o UT CHECKED BY: TS �' `O DATE: 4/16/19 N/0/F Z I SCALE: ILIPPETTI 1" = 100' - 0" SHEET TITLE: OVERALL SITE PLAN i SHEET NO: 0 0? EDGE OF FIELD EDGE OF FIELD Nz J S68'00'00"W 478.80'Umm j I I` Em P FLR A o; SCALE: 1 " = 100'-0" PFE FLE TOWN OF SOUTHOLD DEVELOPMENT RIGHT EXI57IN6 R-5IDENGE wRE51DENCE FF EL +28.6 I ' IE r%Am" 1% V GRADE LINE ELEVATION +25.8 I A. iz GLEAN OUT A GRADE LINE ELEVATION ±25b SCTM # 1000-85-3-8 IN. 2' MAX. PROPERT� ADDRESS 38030 PECONICIN ROAD NEWYORK 11958 I/4"/FT. I/8"/FT. TOP OF POOL 24.25 \ OWNER: ALBERT J. KRUPSKI JR. 5EPTIG LEACHING N�, 2790 Skunk Ln TANK POOL IE. +24.8 IE. +24.0 BOT OF POOL 18.25 • EXISTING 9:o \ Cutchogue, NY 11935 NEIGHBORING WELL m m IE. +24.5 IE. +23.92 'T' SITE: 851,232.09 SQ. FT. = 19.5416 ACRES m GROUND WATER O X ZONING: AC 13.8' 8' 3' MIN / N/O/F Z > Keil Otto Florists Inc 00 SURVEYOR: Peconic Surveyors � SEPTIC � ®F' L E 30 E Gate Dr, � N PO Box 909 i / Huntington, NY 11743-5199 -' 1230 Traveler Street O (N.T.S.) 38145 Route 25 z Southold, NY 11971 / 1000-85.-2-16 LICENSE # 49618 S� DWELLING/FARM WITH WELL o -1 DATED: April 28, 2015 cn Uj Z v, Val TEST HOLE Uj N/0/F NO SCALE ' /North Haven Trust BY MARK McDONALD GEO�SCIENCE � . Attn: Anthony Sages SOUTHOLD, NEW YORK 11971 EXISTING UTILITY 5 945 Fifth Ave Apt 17D, TEST HOLE DATA 8 / 13 / 18 ELEV. + 25.7 POLE / New York, NY 10021 Uj \ in 38920 Route 25 1000-85.-3-12.2 0.5 FT. BROWN LOAM OL ABOVE GROUND <v� FARM, NO WATER EXISTING UTILITY OJT A N O PROPOS LINES \J� Q 3 FT. BROWN SILT ML m \� NEW m g_O ME R ,`��` PROPOSED NEW 5EPTIG SYSTEM BROWN FINE �n/F �- FROP05ED �<vJh � FOR A 5 BEDROOM RESIDENCE 9 FT. TO MEDIUM SAND SP N� \%J� UNDERGROU�:EN �p �p - 1500 GAL SEPTIC TANK (5T) Pindar Vineyards LLC \ PUBLIC WATER LINE '� - CLEANOUT C/O Herodotus Damianos V .—�" - (2) 8' DIA x & HIGH LEACHING POOL (L 17 FT. PALE BROWN FINE SAND SP 591A Bicycle Path --I �, +25 8 I - FUTURE LOCATION FOR (1) & DIA x 8' V of COMMENTS: NO WATER ENCOUNTERED Port Jefferson Sta, NY 11776 �� LF HIGH LEACHING POOL (EXP) 37645 Route 25 O 1 TEST HOLE BORING......NC .. 1000-85.-2-15 V EXP TEST HOLE EL +25.-1 '— DWELLING/FARM WITH PUBLIC WATER O EXISTING WELL \per" IN BASEMENT \ OLP LOCATION OF EXISTING SANITARY 0 �0 O NEW 5YST1=M TO BE ABANDONED - 0 / TO BE ST DRIVEWAY REMOVED AS REQUIRED � 24.4+ ABANDONED 25.8 . .y.•���� O �O, �p (- ��� � l` Ra, +25.7 ��n RES I DENGE r 25.8 ( 5 BEDROOMS, TWO STORIES WITH BASEMENT ��" FIRST FIN FLR ELEV +28.6 PROP E PARKIN TOTAL &ROSS FLOOR AREA 3,gg0 SF aj I TI O RE OIL TANK IN BASEMENT F n +26.5 °o xi5 N +23.9 06 Z EX 15TI NG FARM ST D � \0 N Q• M O NO SANITARY - y �6 h ` 26.5 IRRIvATION WATER - OSE BIB ` Li SEE SHEET #I FO OGATION OF WELL >DRI Y EXISTING Sf�E17 TOTAL GRO55 OOR AREA- 840 5F 24.5+ ~ o } NO WATER OR SANITARY a w J• _ Z +23.9 TOTAL 6RO55 FLOOR A = w' M AREA- 75 5F ,y0 a C o /gyp EX I STING GARAG w. C-4 = M NO WATER OR SANITARY Q F-' TOTAL &ROSS FLOOR A- 629 5F cA co V), s r EX 15T1 NG TORAGE s, \ BUILDI �� or- NF / a NO PYATOR OR SANITARY lb s C. f. . TOT &ROSS FLOOR AREA- 179 SF DRIVEWAY / EXISTING ARBOR\ x. ;;gin; ;,4;v EXI5TING BARN ; NO WATER OR SANITARY r { `;,^ NO WATER OR SANITARY J� TOTAL GRO55 FLOOR AREA- 151 5F --�_ >: TOTAL C 055 FLOOR AREA I,'f40 5F PROJECT NO: yu`11/: / X 1806 DRAWN BY: UT EXISTING FARM BUILDING CHECKED BY: <1 NO WATER OR SANITARY TS � TOTAL 6RO55 FLOOR AREA- '11 5F X'' DATE: 4/16/19 SCALE: 1 = 20' - 011 { O n SHEET TITLE: r. ENLARGED co EXISTING BARN SITE- -PLAN NO WATER OR SANITARY TOTAL GROSS FLOOR AREA- I,519 SF N 52'3 SHEET NO: LA Q) BLDG. N SCALE: 1 " = 20'-0" ° ,i N ` y` Z BUILDING PERMIT & BIDDING :2:21-011 L- - - - -- - J --------------------;e BASEMENT HOPPER WINDOW (TYP.) --- - ---- - - -- --- - - - - - - - - - PROVIDE CAST IN F PLACE QALY. STIRRUP Lu 5/a" x 12" ANCHOR BOLTS &52" 00 iN/5x3x5/f6 4u,THK.,PDURED rONr,.,SLAB./ REINFORCED /(bxb-2.clx2.c1 MM METAL WASHER, 12" FROM EACH CORNER GRADE NEW INTERIOR WALLS ABOVE SHOWN POTTED 0 10" TH<. x at'-O" TALL POURED CONO. In LL AV, Itu -tX15TIN6 F.J. FOUNDATION WALL vq/#5 REBAR @12" VERTICAI-1:24"01r, HORIZ., vilB&" SPLICE AND 12"x12' GONG. PEDESTAL PER SPECIFICATIONS, WLIGUID APPLIED vql(4)#4 REBAR 'S DAMPFROOFIN6 uj z x x 10"x24" POURED CONr-.. FOOTING SET ON X JU 14 UNDISTURBED SOIL H/(5)#5 CONTINUOUS OY:2 REBAR 5(b"x3e>"xI2" POURED GONG. FOOTING Y4/(4)#4 REBBAR, ui EACH NAY r L kxtsnNs hxL le-jRD L FOOTPRINT OF EXISTING HOUSE SHOWN 'L -J L'— _j 1"w"hIER Dtz i AIL- vi/DIA(90NAL HATCHING. LIFT AND SUPPORT K. I , , I LL IL EXCAVATION I I L -- --+ NTS EXISTING HOUSE DURING AVATION AND uj INSTALLATION OF NrzYi FOUNDATION -ExI5TIN6 bx6'157IRDER, goof— 5" TH< POURED CONC. FOUNDATION WALL Ylq/#5 IREBAR @24" 010 EACH kNA"(, v4/36" x x 5PLI(:�E AND PER SPECIFICATIONS. PROVIDE tt < x 5ASE��ENTCJ P IN TOP tu 95"xlb" FOUNDATION WALL vq/(2)1t5 REBAR FOUNDAT10N WALL X tu - - -- - -— — — — — — — — ——--- - - - - - - - -- ' EXISTING 6x(o 69IRDER . ...........................................T . - - -- -- -- - - -- - - - - - ----—— — —— — SEE TYPICAL :2 DETAIL 1V:2'. r + X, L& r X Ju /(B):2xe, HEADER fo wig. L 0 UP AREA PROVIDE COMPACTED FILL ABOVE IL L L/L I I -1\ , ':. m Lp (5)2xb HEADER 4" TH<. POURED GONG. SLAB X REINFORCED Yq/bx(5-2.cIx:2.cf MM x PROVIDE 4000# CONCRETE I `:'i I O O Lu �zp -j ' EXISTING bx(5 '&If;ZDER 10 D.J. L L -i L I IE'-J x > V 11011 IL z- :261-011 x STEP IN TOP tu I F FOUNDATION K,6%LL 1:3 r Lu _j I t, / T --- - - -- - - - -- - -- - - - - - (5)2XIO D : . I I y J. NIOX'30 5TL. BEA 5TLj ml UJ 0 UJ —— — — —— cq Ln 0 L -J 3-1/2" O. D. 5TL. COLUMN L J L J L -i W. ON 50"x50"xI2" GONG. 1� :2x8@1b- TRjND. ,jOISTS pmgo-, TR. WD. 'JOI57s FOOTING (TYF) ik1l a loll %Z x '" j a'-Y2" I II X x --- -- -- - - - - - J (:2)2xlo W(05/4"Xcl" (5)2xI0 TR. VV. ).Wb TR. ......... t'- L AREANA" DRAIN c CONNECT=-D TO VRYY�ELL cl 4- 4" TH<. POURED r-,ONr-,. SLAB UP REINFORCED Yi/(5x6-2.qx2.q kNNM Ell GONG. 57AIR5 FROM GRADE DOWN TO BASEMENT LEVEL (:2)2xlO Xcl 11--7/511 TJI/Bbo 016 =TL71 PROJECT NO: L -J 1806 5x8 FLUE FOR BOILER, THRU CHIMNEY TO ROOF DRAWN BY: TS DIEFFENIN& FOR bI 'y I FLUSH HEARTH ABOVE — — — CHECKED BY: 31— — — —L DATE: i U.; 1 4/16/19 I -- -- - - — —— SCALE: L -J (t)L Y(4)2xI0 TR. 1A0. I I I I I L- — — — —— - /4 —I- -- - - - - -- -- - - SHEET TITLE: 13 L- -- -- - - -- - FOUNDATION 2 L ;1 41- PLAN 511 :201-011 41-511 SHEET NO: L Z t" UUND A% T100% SCALE: 1/4" V -0-- All, �L11014-- I 3'-5y2" B_by2 6' 3" � 4y:2 EN RY PO OH GUT INTERIOR FINISHES OF EXISTING TW2 42 TW 442 TW 442 WALLS TO REMAIN. PROVIDE AIR SEAL AT JOINTS, R-15 BATT INSULATION, AND Li GYP. BD. INTERIOR FINISH >� - z o c() I `}Q " R.R. EXISTING WALL FRAMING w/NEW =ry FINISHES INSIDE AND OUT C-'4GUEST WOOD_, FLOOR 4 2x8®I6 G.J. Z WOOD FLOOR i IL ' - ? o - y x (V IU'\ Lu FOOTPRINT OF EXISTING HOUSE SHOWN w/DIAGONAL HATCHING. LIFT AND SUPPORT EXISTING HOUSE DURING EXCAVATION AND ' z c0 II c0 22'-0" m r INSTALLATION OF NEW FOUNDATION o 'd I� -011 -611 a \ 0 101M LOWER WALL FLA TE, FOR ALIGNMENT OF Q BAT}-} TOP OF NEW FLR. F MING w/EXISTING D I N I N&I a ROO � 3'-0" 4'-3y2" N TW 442 TW 4 D FLOOR N NEW 2x6®I6" EXTERIOR WALL FRAMING It tV w/5/a" PLYWD. SHEATHING, SHINGLE SIDING, =N AIR SEAL, R-21 BATT INSULATION AND (4)2x6 CASED POST w/POST �p INTERIOR FINISHES X CLAMPS TOP 4 BOTTOM (TYP) / 4-8 LAM — — — — - - - - - - - - M LVL <' j N GL NIt I V Q Lu ,J m I � L �I _ v- - No z ' WOOTi FLOOR' - `� -- - - Q O <L U Lu (AIL &ARAGE y p - 4" THK. POURED GONG. SLAB I o �u - '0 ? REINFORCED w/6x6-2.�tx2.q WWM � � O — GL PROVIDE 4000# CONCRETE - - M x <T GHEN = o ::' = o m WOOD FLOOR N - 1 s ' Lu O /8 PROVIDE TYPE X GYP. BD. I r' - ON CEILING AND WALLS FOR x I ''' � , , ,' � ONE HOUR FIRE RATING - -- -- - pi I oZS Z O I -1 Q �o is cn Q• I (2)2x4 POST TO _, +�p� � N-i- �� In In eh I E ABOVE _ Y R DG _ I ; I= 000 _ J � �' o } _ III 7�i �+ W w z 3 r. LL _ — r - -- -- / _ W w D — — — r TRIPLE JACK 5TL D5 TO = +� W 2-Ily2 FOUNDATION BEL W I I o I i = M TI 1 3._ :2 4y:2 6-�y2 I� �I V ��J� I 6-II Q �• U o o � +8 I , - cn cn m I I 2x8®16" G.J. o = + I O O 2xlo PL. ON 1110OYi� �o ti�A I ON 40; O ROOF ABOVE ` I IN WOOD FLOOR j j I n EAMIL`I' " 24s" . o 4'-3y2" �- (4):2xg CASED POST w/POST p O -j I Cathedral Cefl.n ON t�I V WOOD FLOOR 9 GLA TOP � BOTTOM (TYP.) I tL 7/1 1:21-011 N w o xa®I6 v � 2x10®I6" R.R. r 2xlo®I6" R.R. - o PROJECT NO: 1806 W PROVIDE METAL RAILING AT DRAWN BY: AREAWAY STAIRS, PER CODE TS IN O I1ry1�' .fl FIREPLACE AND 411 O l W8x18 5TL BM CHECKED BY: CHIMNEY 4x4xY4" STL M x COL. TO RIDSE DATE: - 4/16/19 - 4x4>4" 5TL LIVp SCALE: COL. BELOW – — n - = 1 - 011 (3)1-1/2" YL — — — — — — — y. SHEET TITLE: — TW3 410* TW3 410* DN • FIRST I/ FLOOR ye" 2-1y22�-12� 3'_by2„ 3'-10" IO11 PLAN 6'-6" 7'-O" 6'-(ll 12'-0" la'-I lY2„ O PROVIDE SIMPSON HDUZ HOLD DOWNS SHEET NO: VIC F I %me 0 L 0% R P L A Im SCALE: 1/4" = l' -O" 20'-0" r GUT INTERIOR FINISHES OF EXISTING TW30410* TW30410* WALLS TO REMAIN. PROVIDE AIR SEAL AT JOINTS, R-15 BATT INSULATION, AND (2)2X1 HDR.' GYP. BD. INTERIOR FINISHLu <I O a� Z Iy z RUBBER MEMBRANE ROOFING EXISTING WALLS TO BE REMOVED ' — W OD FLOOR I s ' I ON /4" PLYWOOD I . I SHOWN DOTTED. REMOVE EXISTING STAIR AND INFILL FLOOR TO MATCH IL queen I As ANN, EXISTING FRAMING TOjREMAIN FOOTPRINT OF EXISTING HOUSE SHOWN 1I LI- _ z / uj w/D I AGONAL HATCHING. LIFT AND SUPPORT ; ' III — I_ _ ' NI EXISTING HOUSE DURING EXCAVATION AND I - +moo" x INSTALLATION OF NEW FOUNDATION o w 101-011 , ui -a A o C°OFAMIL.Y. N _ ,'-bye" I - y2" 15_ BEDROOM 1VJ 442 TW 442 I t- WOOD FLOOR I GL. WALK-IN CLOSET (X o I I Vis_ 0 ®,o+ I I� WALK-IN C OSET +q)/ C� O o V 2' A k -, - _ I D 'UP x : SOV Q � 0+ ., \ _ 'y _ _ _ _ (2)2x10 RIDGE A VE _ _ \\, �I I — FLOOR '� — N � �° m I I x � ISO � D00 kinRDGEABOVE rL J OL - -L4- MST M M g =a I I o• - - _ woOD F OOR _ e MA 'TER SATS wooD FLOOR � o Z- ,. - _ x REMdVE ATTR TAIR— —� _ �1 I Ie4 OR inI I J 2 INFIILL FMIN6 4 FIN'15H _< G i IN. W qu�,en I I _ Z R. x r-1 (3)2x10 HDR. -3W- LJ a M V' TW2636—TWTW 019 2636- N30410 10* TW30410* MLV- 2)2x4 POST TO 10'-0" M IDGE ABOVE " Q F— U RUBBER MEMBRANE ROOFINGI I `I2�� `*12�� N N- ON 5/4" PLYWOOD i Q I LJ i LL - - - -- - - - - - C. SFtr off" ' W RR iu r-1 LJ I open t0 I PROJECT NO: I 1= M I L_Y 1 sos DRAWN BY: TS j ROOM CHECKED BY: I DATE: 4/16/19 SCALE: .m 1/4 = 1 . 011 SHEET TITLE: SECOND FLOOR PLAN SEuulmu VLO" U' R "rm* LAN- SCALE: 1/4" = V -0-- SHEET NO: BOWL'") "PERMImlo r."LET r � ®s EXI5TING ORNAMENTAL WINDOW TO REMAIN, PREPPED AND PAINTED ADDITION EXISTING EXAMINE EXISTING BUILT-IN GUTTERS, AND ADVISE ARCHITECT AND OWNER OF CONDITION AND uj NECESSARY REPAIRS .5C L ATTIC FLOOR U10 ASPHALT SHINGLE ROOFING ON 30# FELT ON 3/4" PLYWOOD OR EXISTING 3 ROOF DECKING uj Z mll CEDAR SHINGLE 51DIN6 ON g/8" PLYWOOD OR EXISTING SHEATHING TW2442 TW2442 TW30410* TW30410* r + RUBBER MEMBRANE ROOFING ON 5/4" O i PLYWOOD uj N SECOND FLOOR WOOD FRAMED PORCH COLUMNS IL AND BEAM w/PVG CASING uj EEOTW2442 TW2442 TW2442 NEW FRONT DOOR IN EXISTING OPENING w/EXI5TING CASING 4 TW2442 TW2442 CORNICE TO REMAIN IL F I RST FLOOR . GARAGE SLAB LATTICEVINYL PEN SPACE .) BELOW DECKS (TYP I I I - -- -- -- -- ---- -- - - - - - - -- - - - - - --� NEW FOUNDATION BEYOND I I = I I I v I I I 0- I I BASEMENT SLAB IN 0 R o"I m H r E L RE V I"1p t� TrX in10 Ift I SCALE: 1/4" = V -0" 08 Z EXI5TING — ADDITION ,� coV ,. / Q• 17 O1 r � J �• Y a � m O O M W J• w z W Q ~ a z w W• ? c a C4 In ASPHALT SHINGLE ROOFING ON 30# W' N = M FELT ON 5/4" PLYWOOD OR EXISTING Q ROOF DECKING ' -- N N ATTIC, FLOOR I - T --___C 4 _ _ NEW VINYL GLAD WINDOW5 PER 5PEG5, _, of n•.. NEW MA50NRY CHIMNEY w/TWO FLUE5. - TW2o3 PROVIDE BRICK EXTERIOR FINISH. BRICK �- TW2636 TW2636 METAL' I ALDRIP CAPABOVE, TYP ILL AND +� P�^�C s�' o� SELECTION BY OWNER TW30410* TW30410* TW30410* J ASPHALT SHINGLE ROOFING ON 30# 6 4 `4 r ,-`� v) FELT ON 3/4" PLYWOOD OR EXISTING ROOF DECKING . f`, o , - o SECOND FLOOR �,, fL 3501 , or -I L r r PROJECT NO: TT7T_ T WOOD FRAMED PORCH COLUMNSI Ll 1 HOG - - _ AND BEAM w/PVG GA51NG DRAWN BY: -IRL FIF - --- TW2442 TS TW30410* - 11 CHECKED BY: r J _ _ II STEEL GUARD RAIL AT DATE: OPEN STAIR AREAWAY _L 4/16/19 FIRST FLOOR , SCALE: TT GARAGE SLAB 1 SHEET TITLE 0 NORTH $s I I I r = = == 1 1 1 I-- - - - - - - - - - -- - SOUTH VEW FOUNDATION BEYOND ELEVATIONS I I I I E BASEMENT SLAB I I I I I-— ——— -I I I SHEET NO: u T %J I L L t VA' SCALE: 1/4" = V -0" ASPHALT SHINGLE ROOFING ON 30# FELT ON 3/4" PLYWOOD OR EXISTING _T_ ROOF DECKING ui MASONRY GH I MNEY w/BRI GK FAG I NGT O Y L ' Ix8 PVC FASCIA BOARD, TYP. C m �. ATTIC FLOOR r 1 x I O PVC FRIEZE BOARD, TYP. Z CEDAR SHINGLE SIDING ON 5/a" NEW VINYL GLAD WINDOWS PER SPECS, Y4/%x4" PVC CASING, 2" PVC, SILL, AND PLYlrI00D OR EXISTING SHEATHING TW30410* TW30410* TW30410* TW30410* METAL DRIP GAP ABOVE, TYP. -� RUBBER MEMBRANE ROOFING ON 5/4" PLYWOOD I uj SECOND FLOOR PVC, Ixb FASCIA, SOFFIT, AND Ixb FRIEZE BOARD (TYP) N1=`W FRONT DOOR 8 SIDELIGHTS, SEE SPECS El 1� 203 NEW ANDERSEN WINDOWS w/5/4" x4" PVC, CASING AND SILL `15a_ TW30410* TW30410* ❑ TW30410* TW30410* O" -1'-O" OVERHEAD OOR FIRST FLOOR �ZI _ r I I Z I I I NEW FOUNDATION BEYOND Aft LINE OF EXTERIOR BASEMENT STAIRS. V LOCATED IN AREA WAY ' I ( -L i - - - - - - - -- - - -- -- - - - ---- - -- -- - NEW FOUNDATION BEYOND O I I I V BASEMENT SLAB A 1" E L E Nuf A 10 SCALE: 1/4" V -0" EXISTING ADDITION 06 Z- V/ Q• C, CD ,^ -j LlO M W 'J• w Z w F- Q Z LL W. U n wU� Q r m W• N S M EXISTING ORNAMENTAL WINDOW TO I T TL- N N• REMAIN, PAINTED MASONRY CHIMNEY w/BRICK FACING - -- T ATTIC, FLOOR TZ T ® ® ® PAF - c, qPM C. S r0 203 TW203 203 TW30410* TW30410* 3 c � RUBBER MEMBRANE ROOFING ON /4 "(:� G� PLYWOOD `r Ail. F— I cn SECOND FLOOR ��' o �i � ---- PROJECT NO: - WOOD FRAMED PORCH COLUMNS 1806 711-11-111 — CW 35 1 CW 35 --1 AND BEAM w/PVC CASING BY: DRAWN TW2442 TW210410 TW210410 TW21041077 TS -- - -- FGR 610* _L ICHECKED BY: CEDAR SHINGLE SIDING ON 5/a' DATE: PLYWOOD OR EXISTING SHEATHING 4/16/19 FIRST FLOOR SCALE: _ 1/411 = 1' - 0" SHEET TITLE: I I I I I I EAST & I I I I i I I I I I I I I I I L_ .J L_ _j I LJ L__j L_ _j L_ .J I I W E S T I NE:W FOUNDATION BEYOND I I I I 1 =LEVATIONS I I I I I I I I BASEMENT SLAB I I I I I SHEET NO: W E S T E L E V AP" IN SCALE: 1/4" = V -0" lot " REVISIONS uj O 3 Lu z CONTINUOUS VENT ASPHALT ROOF SHINGLES ON 30# _ _ ALIGN NEW RIDGE w/TOP OF EXISTING FELT UNDERLAYMENT ON 5/4" PLYWD. — DECKING ON 2x10 R.R. uj 2x8®Ib" COLLAR TIES w/AIR SEAL 12 d BATT INSULATION PER SPECS N MASONRY CHIMNEY CONTINUOUS VENT ATTIC, ui BUILT-UP FLITCH PLATE RIDGE BEAM PER PLANS, SUPPORTED AT CHIMNEY ASPHALT ROOF SHINGLES ON 50# FELT UNDERLAYMENT ON %" PLYWD. DECKING ON 2xIO R.R. ' w/AIR SEAL BATT INSULATION 1 l Y� GYP. FINISH ON I I � - a WALLS '7 O CEILING (TYP)� UNDERSIDE EXISTING FASCIA% 1 ; - 1- EmOm BEAR PORCH ROOF RAFTERS ON '1 , f 2x12 PLATE ON PLYWD. ROOF DECK 1 `-. I I VINYL GLAD WINDOW PER PLANS AUL - EPDM RUBBER ROOFING ON APPROVED w/g/4"x4" PVC CASING $ 2" SILL = 1 I I III 12 1 ! I UNDERLAYMENT, ON g/4 PLYWD. DECKING _ O Ll ON 2x8 R.R. l GLO E ET �STER1o �tEl�Room t_ `1 PROVIDE Y�" GYP. BD. FINISHES � -� CEDAR SHINGLE SIDING ON 30# ON WAII_LS CEILING ,.r BLDG. PATER ON %" PLYWD. ,*,r SHEATHING ON 2xb®I6 STUDS, w/AIRSEAL 4 BATT INSULATION V FINISH WOOD FLOOR ON 5/4" I I _ PLYWD. 5UBFLR. ON TJI FRAMING w/INSULATION NEW/EXISTIN6 SECOND FLR. o / \ CONTIN0005 ALUMINUM LEADER ON / \ Ix8 PVG FASCIA AT ROOF EDGE. I A 1 A k A PROVIDE VENTING AT SOFFIT lt V TYPE 'X' GYP. BD. FINISH Ix PVC GF,31N( ON BUILT-UP BEAM ON WALLS d CEILING FOR I -ILLI I � - HR. FIRE RATIN( V-G = FAMILY ROOM PORCH CEILINGS PER 5PEG5ROOVE PVC PANELING ON i ^ (ALV. STL. GUARD RAIL _ N Q• � MAHOGANY DECKING ORIENTED ANCHORED SECURELY t- PERPENDICULAR TO FACE OF cV DOOR FROM GRADE To IN GONG. L J o Y HOUSE, PER SPECS ON TREATED ' GARAGE Q MASONRY WOOD FRAMING GARAGE ° WJ . FIREPLACE MAHOGANY TREADS ON STAIRS OVERHEAD GARAGE = W• ¢ N r, FRAMED w/TREATED WD. PROVIDE DOOR PER SPECS W• PVG STRINGER COVERS AND RISERS N = y = NEW/EXI5TIN6 FIRST FLR. Q 5 / / %' i /� t 4 THK. GONG SLAB REINF. _ y: 1' „, r A �'' z k w/bxb, #4/#4 MM N NEW GARAGE SLAB \ \ \ of':a:. ''L'L>- 6r•v+; 5 >:r i / dx v/. / , TJI ®Ib FLOOR FRAMING PER .�_' "} / -:•:: / ,' . PORCH PIERS PER FOUNDATION PLAN' ,,-, / FOUNDATION PLAN. PROVIDE L E AIR SEAL BA INSULATION PER SPECS ;t:';��, 2" THK. RIGID UNDERS . t I LAB % 8 THK. GONG. FOUND / ATION WALL, ,� / / = ''z,�.. •% , \'/ ,I _ / .•�'• INSULATION PER SPECS ' REINFORCED w/#5 REBAR ®24 o% �E n EACH WAY. PROVIDE LIQUID APPLIED �:• ,% /' 1- s S '/\ / X DAMPPROOF I NG PER SPECS ,;; \\. '\ • ;.;.�. / \ 'MASONRY OR \ FRy T ( cn \ :�}�!• " " 18 x10 GONG. FOOTING \ ,\ ..,,• 'TIMBER STAIRS - • . / - \ EASEMENT M;,.; REINFORCED w/(3) 5 REBAR" �- • / � / ':(�s':: ifs, ..:.,. / \ / /' / :'il%.7i.�:':1' �.. �_-3, �,•._ DOOR IN STEEL o ;\ rt L 1011THK. GONG. FOUNDATION WALL, � 3 BUCK ;a.:• REINFORCED w #5 REBAR ®24 o c / \ '-- \ '\ �\ '\'�\ / '•IY` '4 � EACH WAY. PROVIDE LIQUID APPLIED DAMPPROOFING PER SPECS // •/ N:/+. a ,.n:• /" - � / / - • 4 THK. GON SLAB REINF. / / -: / /. , PROJECT NO.: °: w/bxb #4/#4 WWM / \ /' 1 806 /. DRAWN BY: ....... ... ..,. .. v'e i \ \ a.. .�.. ate: .r'' .�j-..' ;' TC -11 Gi. i r \ \ 1' ;ntir;in r... 24 x10 GONG FOO INC . . T \ / <, � CHECKED �/ BY: .•Y"''Y REINFORCED w 3 5 A �.' :lt'tfri. / "- / 1 REB R , / II \ 2 THK. RIGID UNDERSLAB i, % \ / , RT /\ �� i" �INSU AT /' , / \ %� L ION PER 5PEG5 \ �i /' '\ i �/ DATE: n it . / /. '4 THK. SLAB AT AREA WAY 2 MIN.' / / / i \: / /' /' � , i 4/16119 / % \ \, /, �\ \' :BELOW BASEMENT SLAB. PROVIDE \ \\ \ \ \\ \ \ \ % / \ \ \\ \ \ ;\ BRAIN AS SHOW IN PLAN i / \i \ � i SCALE: " 1r \ � SHEET TITLE: / \i / i / / i' \ /. BUILDING G SECTIONS ' 10 U L D (r.71" (1.5 B U LD [ H %7 10 N-I SHEET NO: SCALE: 3/8" = V -0" SCALE: 3/8" = V -0" r � LL STRUGTuRAL R�VI�W BY STEVE MAR�SGA, P� IND-BORNE 'DEBRIS PROTECTION FOR OPENINGS FOR MALL Ofi�N I T�IC� PROTEGTI ON OF 120 MPH 5-SEGO1�D Yell ND GUSTS 15a-0-7 Y�I�ST MONT�UK H I G�I�I�Y, ��MPTO1� �3�YS, 1�Y 110146 ( MAXIMUM MEAN ROOD +��16�T: ���) 51MP50N LSTA - 20 GAGE PHONE 631 -720 �4a0 RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY ° NVEWTIE DF EACH RAFTER CLASSIFICATION . DESIGN CRITERIA : ' i \ ICE SHIELD UNDERLAYMENT S I N6LF_ FAM I LY RFES I DENT I AL SHUTTER A S%Cr1 E M B LY - REQUIRED - 24 FROM EDGE DE516N IN AC,C,ORDANGE WITH AMERI GAN N.T.S. ,a ° FOREST PRODUGT5 WOOD FRAME FOR PANEL SPANS: 0 < 4'O WIDE SPAN I C,ONSTRUC,TION MANUAL FOR I + 2 FAMILY HOUSE 10 41, O 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOODI HEIGHT PRE5CRIPTIVE METHOD >- (OVERLAP AROUND OPENIN65 4") IALTERNATE \ 1 HURRICANE CLIP IUSE OF 55-0" MAXIMUM 3 ASSEMBLY: 1-' 1 I 51MPSON H3 GROUND SNOW LOAD - 45 PSF. � ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDIN6 w/ FIRST LEVEL - 40 PSF. L.L. #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I I LIVING AREAS - 40 PSF. L.L. ui WOOD SCREW ® 16" O.G. - 51MPWN H2 HURRICANE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I ( " CLIP NAILED. FROM � BEDROOMS - -90 PSF. L.L. #10 TEE NUTS ATTACHED TO BLDG. w/ #IOxI-I/2 ( W/ WASHERS) I I RAFTER TO STUD. - WIND SPEED - 150 MPH MACHINE BOLT @ 12" O.G. a� I 58a AILS EACHND SEISMIC, DE516N CATEGORY - B I WEATHERING - SEVERE woo \ 11 I Q - E�i�ODTOP OF TOP PROVIDE PROVIDE 8d COMMON FR05T LINE DEPTH - 36" � I PLATE. NAILS ® 4" O.G. AT - i TERMITE - MODERATE TO HEAVY' EXTERIOR EDGE OF ALLSHEATY f 1 TYPE OF CONSTRUCTION DECAY - 5L16HT GONVENTIONAL L I6HT FRAME AOOD ICE SHIELD UNDERLAYMENT REG2UIRED - YES 1 GONSTRUGTION uj I1 LTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS @ 2' OG 11 II GENERAL NOTES I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY I I I 1 ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE I I 1 I I CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. PLYAOOD SHEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. 16NED IN BEM�RoPt+ BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 14 ACCORDA. THIS NCE STRUCTURE HAS THE N W YORK EN SSTATE ENERGY 1 I I I MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. 1 1 I I 1 1 1 5IMP50N M5T27 AMk 1 1 I/2" WIDE - 20 6A6E 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL METAL STRAP ®48" OC. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. I l 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE SHUTTER ��S S E M B LY I ' 1 I I DOUBLE TOP STAIR AND FLOOR OPENINGS, P05T5 AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. D 0 2 x 6 ®16" O.G. PLATE I 1 I 1 I STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. I7. ALL STRUCTURAL STEEL TO BE A5TM A36 WITH ONE N.T.S. I 1 I I 1 GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM Ie FOR PANEL SPANS:4' OR WIDER SPAN 1 , I ' S. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND A-325 BOLTS, 3/4" DIAMETER. V FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. 23/32" APA SPAN-RATED 48/24 5HEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 411) WRAP + NAIL STRAP I I I VERIFIED BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER � 2x4 STRONG-BACKS ® 24" OG 1 - AROUND SILL PLATE CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. I� I�' AT ANCHOR BOLT 4 - 8d NAILS FOUNDATION HAS BEEN DESI6NED FOR A SOIL 11, DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: I 1 SIMPSON MST271 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. I). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR I 1 I/2" AIDE - 20 &ASE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT I METAL STRAP ®48" 00. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20, PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD 50REW ® 12" O.G. I,�' CONCRETE SLABS TO BE COMPACTED TO a5Y AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ t D NAIL. .NAILLSAa 411OG. SILL PLATE RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. ca Z , a #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL 4- WOOD SCREW ® I6" 0.0. '�t: ,': T•'..r;:r :: -1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21, SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ALTERNATIVE FASTENER FOR SHUTTER TO BUILDIN6: 2 - #5 REBAR :i^.. s' 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY Q # ':E;;°� ; pGQq�D, SUPPORTED BY DOUBLE UPRIGHTS, ct.0 FT AND OVER r #10 TEE NUTS ATTACHED TO BLD6. w/ IOxl-I/2 ( W/ WASHERS) :.••{. Y -- MACHINE BOLT ® 12" O.G. " 7'' BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING GORE. .J Q �:. :;,. SEE FOUNDATION DWG. :-X �, L MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. O>-" FOR DE516N. :::..•: 5/Fr x 12 A.B. ®48 or-.. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO Lou X W -� • Z Q w/ FENDER WASHER. 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT =a z LL WINDOWS GLAZED OPENING ' •�'..tri'. PENETRATIONS NOW REG2UIRE5 THAT ALL SLEEPING ROOMS IN THE W 002 w q. PROVIDE FLASHING AT ALL ROOF BREAKS HOUSE BE UPGRADED WITH HARD WIRED Q'u) a c PROTECTION I5 REQUIRI=D FOR ALL GLAZED AREAS. CHIMNEYS SKYLIGHTS EXTERIOR DOORS WINDOWS INTERCONNECTED SMOKE ALARMS. w • N o I ACCORDANCE T RG T O A5T1M E IQa6 AND OF ASTM 188(b. AND DECKS ETC.. 23. THE NYS CODES ALSO APPLY TO ACCESSORY Q F- . um CONTRACTOR MAY USE WOOD STRUCTURAL PANELS �p� IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DO DOWN '�" SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. N c� PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH Ii. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD PANELS ITO NI M�N ?JA(:,K OSTSITE HEADER + SILL PLATE. SHALL COMPLY W/NYSBG CHAPTER #2�04.�.6 FOR THE INSPECTION OR SUPERVISION OF LABEL LOCATIONS ON �:AGH PANEL. THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RE5PON51 B I L I TY OF THE CONTRACTOR. OF r�Ew YC�`i \�, G,S/Vn',? C c� NAILING SCHEDULE FRAMING NOTES °f TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPEDc1��'�� DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4 o.c. EXTERIOR ED6ES AND 6 d @) 12" ox.. y° iTF o BETTER. INTERMEDIATE. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" PROJECT NO: In MIN. THICKNESS OR AS NOTED. 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1806 RAFTER/TOP PLATE 3-16d (TOE NAILED) AND WATERPROOFING SHALL BE SPECIFIED BY ARCHITECT. 0 "' 100 GEILIN6 J0I5T/TOP PLATE 4-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY: CEILING J0I5T/PARALLEL RAFTER 8-16d (FACE NAILED) F-XF05URE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT a GEILIN6 JOIST LAPS OVER PARTITION 1-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKINb. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-I0d (ea. end ;-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOCKING/RAFTER 4-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS 4. ALL HEADERS 6 -O AND OVER SHALL BE SUPPORTED o CIo- RIM BOARD/RAFTER 4-16d (END NAILED) CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: WITH DOUBLE UPRIGHTS, Q-O AND OVER WITH TOP PLATE/TOP PLATE 2-Ibd (FACE NAILED) CONNECTIONS. 4/16/19 TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A a o STUD/STUD 2-16d (FACE NAILED) MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h HEADER/HEADER I&d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL NTS TOP or BOTTOM PLATE/STUD 3-16d (END NAILED) AND FLOOR BEAMS A5 PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: o o ® 8-O O.G. MIN. PROVIDE 2 SPACE FOR AIR to o X45 BOTTOM PLATE/FLOOR JOIST 3-16d (FACE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB o BRIDGING/JOIST 2-I0d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, 5TIFFENER5 SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL h BLOGKIN6/JOIST :2-10d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" GABLE ROOFS BLOCKING/SILL orTOP PLATT= 3-16d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & o Ion o (45 O 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF 100< o <,so LEDGER 5TRIPBEAM 4-166 (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. JOIST ON LEDGER/BEAM 3-16d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE 8d COMMON NAILS ® 4' O.G. BAND JOIST/JOIST 3-166 (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT H16H PRESSURE ZONE - 6" O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOI5T/51LL or TOP PLATE 3-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. O PLYWOOD ROOF DECKING 8d a4" O.G. EDGES, o8" O.G. FIELD "TECO" OR APPROVED EQUAL. 100< E <,50 GALVANIZED MACHINE BOLTS @ 12" O.G.. SHEET NO: STRIP SHEATHING Sd (ONE/RAFTER) PROVIDE Sd NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL 5HF-ATHING 8d (P4" O.G. ED6E5, ®8" O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS Of: PANELS IN HIGH FRE55URE ZONES. PLYWOOD SUBFLOOR DECKING 8d ®6" O.G. EDGES, a12" O.G. FIELD BUILDING CODE ASA MINIMUM. ALL 2X6 STUDS 15. TH15 DRAWING IS AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. BUILDING PERMIT/BIDDING