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HomeMy WebLinkAbout50578-Z �o�SOF f11j1r TOWN OF SOUTHOLD ay 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#: 50578 Date: 4/22/2024 Permission is hereby granted to: Polena, Sotir 57 Westgate Blvd Manhasset, NY 11030 To: replaces bp#43533 construct single-family dwelling as applied for per SCHD approval. Q -72 At premises located at: � ��a a 1981 August Ln, Greenport SCTM #473889 Sec/Block/Lot# 53.-6-46.10 Pursuant to application dated 12/12/2018 and approved by the Building Inspector. To expire on 10/22/2025. Fees: PERMIT RENEWAL $1,075.40 Total: $1,075.40 t Building Inspector suFF TOWN OF SOUTHOLD " cow BUILDING.DEPARTMENT TOWN CLERK'S:OFFICE Co, • o� 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#: 43533 Date: 3/6/2019 Permission is-hereby.granted to: Polena, Sotir 57 Westgate Blvd Manhasset, NY: 11030 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1981. August Ln, Greenport SCTM.# 473889 Sec/Block/Lot# 53:-6-46.10 Pursuant to application dated 12/12/2018 and approved by the Building Inspector. To expire on 9/4/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,100.80 CO-NEW DWELLING $50.00 Total: $2,150.80 Buil i pector 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: I. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant.. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00, Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. December 4th 2018 New Construction: Old or Pre-existing Building: (check one) Location of Property: 1981 August Lane Greenport House No. Street Hamlet Owner or Owners of Property: Sophir Polenas Suffolk County Tax Map No 1000, Section 53 Block . 6 Lot 46.1 Subdivision Filed Map. Lot: Permit No.- Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: N/ (check one) Fee Submitted: $ App icant Signature OFSOUTyo - - # TOWN OF SOUTHOLD BUILDING DEPTsi �ycou 765-1802 1 NSPECTION [/] FOUNDATION.1ST /�� [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .JNSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE&CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] "--FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: . 4 01 .0y W14 AeA:> - �v dt Soa6l s' Favn fl.h i� o14 to mov_e", �►'VI fps W . Ivyl • - DATE" I INSPECTOR Of SO//Typ6 # # :TOWN-OF S UTHOLD BUILDING DEPT. �y 765-1802 INSPECT 10 N [ ] FOUNDATION 1ST [' ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [/]---FIRELACE & CHIMNEY [" ]= FIRE-SAFETY INSPECTION ESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION , TRICAL (ROUGH) [ ] ELECTRICAL (FINAL) VIOLATION l V � [ ] PRE C/O - REMARKS: ( Q Vw , AMOOZ �nA/IV/ I pw . _)t CMk4 Are- & UM azt , DATE f �� INSPECTOR ho��pF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631--76S-1802 4�� INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ - ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL r t REMARKS: �✓� v� �v to DATE . INSPECTOR W1 rpm, O FRAMINGROUGH PLUMBING INSULATION PER N.Y. 8TATE ENERGY CODE Islas MEN ADDITIONAL COMMENTSo - 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 Planning Board approval FAX: (631)765-9502 Survey � SoutholdTown.NorthFork.net PERMIT NO. `� Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Exarnined- 3/tp 20 Single& Separate Storm-Water Assessment Form Contact: Approved 20 Mail to: Robert Wilson Disapproved a/c PO Box 49 Southold NY 11971 Phone: (631)504-8842 Expiration 20 4u D Btii nspec ]PIPPLICATION FOR BUILDING PERMIT DEC 1 2 2018 Date December 4th ,20 18 - NF INSTRUCTIONS VJ D.a+�Yii'f'+.7 .10 Tu^OWN() SDIPI'-UU a. s application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sign ture o applicant or name,if a corporation) PO Box 49 Southold NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician, plumber or builder Agent Name of owner of premises Sophir Polenas / (As on the tax roll.or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1981 August Lane Greenport House Number Street Hamlet County Tax Map No. 1000 Section 53 Block 6 Lot 46.10 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vacant Lot New single family residence.36-W x 36-W two story wod framed house.Full basement(Not finished)Storage at attic(Not finished.) Attached 16'x 20 garage with unfinished storage loft above.l0'x 4 covered front stoop.15 x 14 attached screened porch.21'x 14'open b. Intended use and occupancy first floor deck.Interior to include 3-1/2 baths&4 bedrooms. 3. Nature of work(check which applicable): New Building � Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front 52' Rear 36' Depth 50, Height 31'7-314"(to ridge) Number of Stories 2 8. Dimensions of entire new construction: Front 52' Rear 36' Depth 50, Height 31'7-3/4" Number of Stories 2 9. Size of lot: Front 458.93' Rear 640.37' Depth 657.95' 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated R-80 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO J Will excess fill be removed from premises? YES NO Sophir Polenas 1981 August Lane 631 504-8842 14. Names of Owner of premises Address Greenport NY 11944 Phone No. ( ) Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 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 V * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O&&C Robert Wilson being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of b�knoedge and belief;and that the work will be performed in the manner set forth in the application filed therewl E�� �E&oo Sworn to before me this 001��63�°���G30.2 t'1 day of 20 i Pp,.(P NAP- xs� ��NE N 0� tA C'&�gS\0'11 Notary Public �oM Signature of Applicant, Town Hail Annex Telephone(631)765-1802 64375 Main Road yg�gQg P.O.Box 1179 roger.richertCa own SO9. 5ol5.nV.us Southold,NY 11971-0959 s BUILDING DEPARTMENT TOWN?OF SOUTHOM APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Owner Date: December 6th 2018 Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: Sophir Polenas *Address: 1981 August Lane Greenport *Cross Street: Wells Lane *Phone No.: (631)504-8842 Permit No.: Tax-Map District: • 1000 Section: 53 Block: 6 Lot: 46.1 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) G�n�+r irttinn r,f nP�� sinole family residence with attached Garage (Please Circle All That Apply). *Is job ready for inspection: YE t NO (Rough In Final *Do•you need a Temp Certificate: YES! NO Temp Information(if.needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *'New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .8241egaest for Inspection Form • 1 76wri`Hall Annex �P c 7 � �V•. Telephone(631 1802 .54375 Main Road Fax(631)734 9502 P_ O. Box 11,79 0 --z= ' Southold, NY 11971-0959 y '�VI. • � fit, BUILDING.DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONST IOG'TiON, PRE-ENGINEERED r , wOOD CONSTRUCTION AND/OR TIMBER C0( STRUCTION Date: December'6th 2018 ; Owner_. Sophir Polenas Location of Prope[tT_. 1981 August Lane Orient NY 11944 '- Please take notice that the,.(check applicable.line):"° New'residentia{ stricture Addition to.existing residertta[ structure := Rehabilitation to an existing residential structure to be constructed.-or performed at the subject property refer@nce:above will atifize } (check applicable line): Trus'slype.construction (TT), Pre-engineered wood construction{PIN) ° V Timber construction (TO). in the following iocation(s)°(check.appiii aoNe line): Floor framing, inchAng girdefs arid beams (F) Roof frarnlhg (R) Floor and:roof framing (FR) Signature: Name�,(person submitting-thisform): r RobertWHAon 4 Capacity.(-check'ap`plicable line)- -Owner �/ .Owrrd ,rePrese`ntati e TrussResRegl5.docx Effe�clive 1/1/2015 o LL ----w— 6" DIAMETER ZEFI ECTIVE RED ROMAN ALPHANUMERIC DES'IGIIAT-IOWOF`CO-N-S RUCTlO d (PNfS) tE1II7 :HYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW Y YORK STATE .. IN. IX :REFLECTIVE WHITE '12" ST#2t"[ E' F ' GC}I,+(t�Oi+I.EtiTS 7H747 ARE OF •. '- TRUSS-CON STRU,C ""F" Ft:t?OR IyRAMt�IG,fH,CI ULtIt1,G - '. - - ROOM.PR1i�Mtt�L .. r QFR, F.,LQQRAIVD#iOUFEpAISdIRC:._::_ f-,Lr TK 1DBgp.nt A► ON, S1 t M s TAT D VIS-1 3I�[ OF CODE ENF, .0E r "= AND ADMI NISTRATC.ON' Southold Town Building Department P.O.Box 1179 'Permit#s 43533 53095 Main Rd Southold,New York 11971 Permit Date: 3/6/2019 (631)765-1802 Expiration Date: 9/4/2020 Parcel ID: 53.-6-46.10 BUILDING PERMIT RENEWAL LETTER Dated: 4/2/2024 Applicant: Polena, Sotir Location: 1981 August Ln, Greenport Work Description: SINGLE FAMILY DWELLING construct single-family dwelling as applied for per SCHD approval. A FEE OF$1075.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Polena, Sotir Address: 57 Westgate Blvd Manhasset,NY 11030 The permit listed above has expired. No-work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. t Scott A. Russell °su '� STO)KI�KWA\T)E K SUPERVISOR - Nj SOUTHOLD TOWN HALL-P.O.Box 1179 � 53095 Main Road-SOUTHOLD,NEW YORK 11971 �O �. Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET DEC 13 Z018 ( TO BE COMPLETED BY THE APPLICANT ) DOES TITIS PRGJFCT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) Q❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of-material within any parcel or any contiguous area. ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑©. D. Site preparation within 100 feet of wetlands, beach; bluff or coastal erosion hazard area. ❑Q E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map,of any watercourse. �❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and. the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to'Your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the.Building Department witfyour Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: l OOO Date DLstriM NAME: RobeqoWlson 53 6 46.1 12/4/2018 H noai Section k Lot FOR BUILDING DEPARTNXNT USE ONLY "** Contact Information (631)504-8842 Mks N b r Reviewed By: i Date: iah--b Property Address Location of Construction Work: — — — — — — — — — — — 4J —I— A processing Building Permit. — — — 1981 August Lane Dpproved for tormwater Management Control Plan Not Required. f Greenport NY 11944 Stormwater Management Control Plan is Required. f !Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) 53 06 46.16 ° Stormwater Management Control Plan CHECK LIST NAME: Robert Wilson section Block Lot S M C'P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: * The applicant must provide a Complete Explanation and/or Reason for not providing (631)504-8842 2/2/20'181�i all Information that has been Required by the following Checklist! alu THaPM,.•.N�um„. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries EROSION & Si:niMFhiT CONTROLS b. Total Site Acreage. "hall incll-ld@ —Wlt-Rot be limited to. c. Existing-Natural&Man Made Features within 500 L.F. A well maintained Censtru.ctlufl Entrance, of the Site Boundary as required by§236-i7(Cm. d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. a ion e. Limits of Clearing& Area of Proposed Land Disturbance. Seed' n or mac ire solK. f. Existing&Proposed Contours of the Site (Minimum T Intervals) On attached survey g. Location of all existing&proposed structures, roads, driveways,sidewalks,drainage improvements& utilities. h. Spot Grades&Finish Floor Elevations for all existing& On attached survey proposed structures. _ r„ 1. Location of proposed Swimming Pool and discharge ring. No swimming pool presnt or pr 'y j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). - MAR M. Location of all proposed erosion&sediment control measures. 2. stormwater Management Control Plan must include Calculations showing - ra that the stormwater improvements are sized to capture,store,and infiltrate 9 DRAINAGE INSPECTIONS ARE REQUIREb on-site the run-off from all impervious surfaces generated by a two W)inch 0�rainfall/storm event. Contact TOS Engineering at 765-1560 befor Backflll OR Provide En ' 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to t hat the drainagp has been installed to Code- a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains;etc.) d. Leaching Structures (e: .infiltration basins,swales,etc.) FOR ENGINEERING DEPARTMENT USE ONLY I I Additional Information is Required. j Reviewed& Stormwater Management Control Plan is Not Complete. Approved By: i Stormwater Management. Control Plan is Complete Date: / SMCP has been approved by the Engineering Department. FORM * SwCP Check List-TOS MAY 2014 I SHEET I OF 2 l�,tp-O lop PIPES NECK RpAD / SURVEY FOR ` (01101P\5 /� SOPHIR POLENAS PIPES CREEK L 0 T 4 oW�`uc WPt�R of s ry MAP PREPARED FOR PARADISE ISLES NGr�00 FILE No. 11881 FILED JANUARY 8, 2003 'P b SITUATE ARSHAMOMAQUE JS�Se°e TOWN OF SOUTHOLD ��ye y�oo \\ R� ` tQj,e�`� �.cJ�e\a� s° s '� F SUFFOLK COUNTY, NEW YORK oWE` H`MOH �G WP O go, �5�5 Pig N/Gt�1,° � S.C. TAX No. 1000-53-06-46.10 R �i'U*.":::�*.' �7� v � � 11��nM N � MAY 22, 2018 SCALE 1"=100' \ �\ <SBJECT'1. PROPERTY:.:.• oo\\ ���� J565 <�p�P� by ��FFER /' t i �'2� I \\ �o �E`6 Go FEBRUARY 14, 2019 REVISED PROP. BLDG. LOCATION KEY MAP \ 6� ,� 0 �� / 1 `\ \ \ �o a AREA = 330,253 sq. ft. SCALE 1"=1,000' \ ° � // 7.582 ac. SFsAO� cy o ISLAND VIEW LANE ` ° r a \ y N� N� CERTIFIED TO: 1 o�c eo'�+ I ,/ F� o a�\�+ \ \ y� DRAINAGE INSPECTIONS AR REGgWUp POLENAS yn 9� 0 Contact TOS Engineering at 765-1560 before , I \ \ G ySc� Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. o 01 I \ \ Zcro EROSION &SEDIMENT CONTROLS LU \ \ \ \ o Shall include but not be limited to: I O 2 I i \\ \\\\ \ y� � � 9x�� A well maintained Construction Entrance, Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive soils. --10 w LOT® \ `\ \ N APPROVAL OF STORMWATER MANAGEME Iu g�'2 / *TEST HOLE \ \ NOTES: p \ 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM `'P CONTROL PLAN -T Cod Chapter 236 EXISTING ELEVATIONS ARE SHOWN THUS: ro.o \, U - D. 3 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD v c O OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. Approv d by: / m C ° "l'' \ •S PREPARED IN ACCORDANCE WITH THE MINIMUM .� q oM�cE STANDARDS FOR IDS ESTABLISHED ----- --�\ �'' \ \ \ \ 0 FOR SUC I.A., twAP_PR�OiVEDANBS�ADTE D ---60--- TITLE �r y„_ s � t. -'�=pIRT ROAD \ 8� �� Thy-� COS . I \ \o TEST HOLE DATA i \ \�. \\ „0 5�`�t" .6A� i TEST HOLE AS SHOWN ON SUBDIVISION MAPao TEST HOLE DUG BY McDONALD GEOSCIENCE ON SEPTEMBER 23, 1997 \/ \ \\ \ �\\ ,°�6 EL. 8_0 \ \ / V DARK BROWN SILTY LOAM OL \ es? s \ Y. Lic. No. 50467 BROWN LOAMY SILT ML \ \ BROWN SILTY SAND WITH 10% GRAVEL SM ry' / \5 \ TO THSOSUERVEY IS AA VIOLATION�OFTI N Nathan resin iii _ 4- `5 \ SECTION 7209 OF THE NEW YORK STATE HIGHEST EXPECTED GROUND WATER .a. EDUCATION LAW. TEST WELL USGS No. d BROWN MEDIUM TO COARSE SAND WITH 10% GRAVEL SP ufl > LOT o Land Surveyor 410446072224602 S 95437 1 -, d SH COPIES OF THIS SURVEY MAP NOT BEARING n s��, THE LAND SURVEYOR'S INKED SEAL OR GROUND WATER EL. 1.0a 7,0' ,� VACANT EMBOSSED SEAL SHALL NOT BE CONSIDERED $ '�. TEST HOLE ' �c^ \\ Q\ c3 �25 TO BE A VALID TRUE COPY. ITV ,I GROUND WATER EL. -02 82, �F 111°• - CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE GRAVEL �\ TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout. LENDING INSTITUTION LISTED HEREON,AND WATER IN BROWN MEDIUM TO COARSE j �'� �`90�\ \ TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 q TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. SAND WITH 10% GRAVEL SP / \ 1 LOT THE EXISTENCE RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS 15' I I 1 1 1 DRIVEWAY AND/OR EASEMENTNT S OF RECORD, IF 1586 Main Road P.O. Box 16 VACANT 1 EASEMENT ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 a SHEET 2 OF 2 DRAINAGE SYSTEM CALCULATIONS: DETAILS ROOF AREA (HOUSE): 1,885 sq. ft. 1,885 sq. ft. X 0.17 = 320 cu. ft. SITE PLAN FOR 320 cu. ft. / 42.2 = 7.6 vertical ft. of 8' dia. leaching pool required SOPHIR POLENAS PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: [;.: 1 LOT 4 DR►u9t&r&Y `' MAP PREPARED FOR HOUSE SCALE 1 79 =40 9 ROOF,360Esq. ft X 0.173_36572gcu. ft. PARADISE ISLES 572 cu. ft. / 42.2 = 13.6 vertical ft. of 8' dia. leaching pool required FILE No. 11881 FILED JANUARY 8, 2003 PROVIDE (4) 8' dia.'X 4' high. STORM DRAIN POOLS SITUATE PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: f::1 ARSHAMOMAQUE TOWN OF' SOUTHOLD I o SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-53-06-46.10 HOUSE SCALE 1"=40' ? o I I MAY 22, 2018 1 P� FEBRUARY 14, 2019 REVISED PROP. BLDG. LOCATION 4__ PROPOSED SEPTIC SYSTEM DETAIL 1 HOUSE (NOT TO SCALE) ELEV. 12.0' FINISHED GRADE FINISH GRADE 2 1 ELEV. 10.5' ELEV. 10.0' � 1 TOP EL. 9.5' MIN. TOP EL. 8.7' 1' MIN. CLEANOUT MIN. 4" DIA. 6" °4 O P� APPROVED PIPE SEPTIC APPROVED PIPE LEACHING T 3' CLEAN fG TANK LEACHINGSAND a. O G� INV'S�: min. PITCH 1/4' min. PITCH 1/8"/1' ni INV.POOL POOL COLLAR INV. EL. 8.5'8. INV. EL. EL. 7.9' o ° �P� DISTRIBUTION POOL OF a :. :: ::•: BOT. EL. 5.2' HIGHEST EXPECTED GROUND WATER t `l �`:= ?����C��$�`..';:. 5 POOL SYSTEM ELEV. 1.0' 0`'pA :.'::::>::::. —y SEPTIC TANK 11 .... LEACHING POOLS (5) ° 6 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,250 GALLONS. ,d '� ° 'O, '�� 1 TANK; 8' DIA. X 5' HIGH (4' EFFECTIVE DEPTH) /, - 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 1. MINIMUM LEACHING SYSTEM FORA 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. kG P 5 POOLS; 3' DEEP, 8' dia. QQ 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", ATOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". 2• LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAI ° Q \ ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 5.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAIN \ 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 1 1 \ SEPTIC SYSTEM CALCULATIONS: 1. MINIMUM SEPTIC TANK CAPACITY FOR A 4 BEDROOM HOUSE IS 1,250 GALLONS. PREPARED IN ACCORDANCE WITH THE MINIMUM \ STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP BY THE L.I.A OVED AND ADOPTED 2. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. Fea�suc C &EQEW Y STATE LAND 5 POOLS; 3' DEEP, 8' dia. j 3. SEPTIC SYSTEM STRUCTURES: 4b %AF CO do 1 PROPOSED 50% FUTURE EXPANSION POOL ® PROPOSED 8' DIA. X 3' DEEP LEACHING POOL _ L, 0 o PROPOSED 1,250 GALLON SEPTIC TANK Y Lic. No. 504 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION EDUCATONZLAW.09 OFTHE NEW YORK STATE Natha orwin III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO 8E A VALID TRUE COPY. r" CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J.i Isaksen, Jr. L.S.t TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys — Subdivisions — Site Plans — Construction Layout TUTION, CERTIFICATIONS ARE NOT TRANSFERABLE. i PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS of RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11941 i SHEET 2 OF 3 ' SITE PLAN FOR STORMWATER MANAGEMENT NOTES: SOPHIR POLENAS 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION LOT 4 MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. STEEL OR WOOD MAP PREPARED FOR ` 2. PRIOR TO THE A CONTINUOUS LINEMOFCSILTNSCREENN(MAXIMUM OPENING OF ITIES, EXTRA STRENGTH FILTER FABRIC POST (TYP.) PARADISE ISLES U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING REO'D. WITHOUT WIRE MESH SUPPORT FILE No. 11881 FILED JANUARY 8, 2003 AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 10' MAX. O.C. SPACING ewc THE SCREE .SHALL BE MAINTAINED, REPAIRED AND REPLACED AS W1 WIRE SUPPORT FENCE SITUATE N; OFTEN AS'1JECESSA�tY, TO ENSURE PROPER FUNCTION, UNTIL ALL 6' MAX. O.C. SPACING ARSHAMOMAQUE DISTURBEDAREAS ARE PERMANENTLY VEGETATED. SEDIMENTS WIO WIRE SUPPORT FENCE * TRAPPED $YTHE`SCREEN SHALL BE REMOVED AWAY FROM THE — TOWN OF SOUTHOLD SCREEN TOAtS*'APPROVED UPLAND LOCATION BEFORE THE . .:� ; sCREis ROVED. Flow SUFFOLK COUNTY, NEW YORK a3 pR}O#q ;_�-_-EyCOMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, f� � A GON;11UOU5'>;ROW OF STAKED STRAW OR HAY BALES SHALL = S.C. TAX No. 1000-53-06-40.10 �� BET KED��END TO END AT THE BASE OF THE REQUIRED SILT arracH FILTER FaeRlc SECURELY NOT TO SCALE �� SCREE AT:THE BASE OF THE REQUIRED SILT SCREEN. THE BALES UPSTREAM To SIDE of POST rtS1Ii1LBE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS MAY 22, 2018 ECESSARY TO, ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED i. �\ FEBRUARY 14, 2019 REVISED PROP. BLDG. LOCATION x NAREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE /// �= _• F A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES \\�\\�\\�\\� SILT FENCE DETAILS ' SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED NOT ra scA� sB MIN. OR TO BE SUFFICIENT TO UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. KEEP SEDIMENT ON SITE r 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. .> 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. DOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO w I HAY BALES AND/OR # MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER SILT FENCING ;. 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED na ON THE PROPOSED RESIDENCE. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. OFF-SITE TRANSPORT. B. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS ._ OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF p I °y z FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. 36" HIGH POLE (Max.) q� •, STEEL OR WOOD POST Q ---------- 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE N SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW FLOW _ HAY BALES 2"x2" STAKES a` IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF (TWO EACH BALE) FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, FLOW WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE GRADE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO COMPACTED TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING BACKFILL _ DRAINAGE T-ILT BALES AND/OR PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION j\\\ `:: j\\�\\�` Sf Op INLET FENCING AND GROWTH. 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA z /\//\ :\=.:= /�\\i PLAN VIEW VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER x\ THAN 1 SQUARE FOOT IN SIZE. N / /\�� 4" X 6" TRENCH 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR �j/\ /\\/ W1 COMPACTED SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF \. / BACKFILL BALES TO BE SET OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO 1N 4" TRENCH THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, ELEVATION EXISTING OF OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR TRENCH DETAIL ROAD CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. (NOT TO SCALE) HAYBALE BARRIER ® INLETS (NOT TO SCALE) HAY BALES AND/OR SILT FENCING CONSTRUCTION ENTRANCE BASE C COMPACTED 3/4"STONE BLEND NOTES: PILING OPERATIONS OR N.O 1 D.O.T.APPROVE FILL TO 8" MIN.ABOVE EXISTING TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCK REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. GRADE To ALLOW FOR DRAINAGE TEMPORARY STOCKPILE STABILIZATION MEASURES 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. CROSS SECTION - INCLUDE VEGETATIVE COVER, MULCH, NONVEGETATIVE 3. UPON COMPLETION OF SOIL STOCKPILING, EACH COVER, AND PERIPHERAL SEDIMENT TRAPPING BARRIERS. PILE SHALL BE SURROUNDED WITH EITHER SILT TYPICAL STORMWATER UNIT THE STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH (TOPS TO BE TRAFFIC BEARING) TEMPORARY CONSTRU N ENTRANCE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. (NOT TO SCALE) AND REQUIRED PERIOD OF USE. (NO j 2 CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) 't SLOPE OR LESS OR 6"THICK REINFORCED CONC. COVER , •,;' 1 FINISHED GRADE 1,—O" .�/K STABILIZE ENTIRE PILE �, 8"TRAFFIC BEARING SLAB (max.) r WITH VEGETATION OR COVER PIPE FROM ROOF GUTTERS � '� A 8,_0. .; � � CRUSHED 3/4" — 1-1/2" STONE `Y � `L `L ALL AROUND c. No. t LEACHING RINGS Nathan win REINFORCED-PRECAST CONC. � � � 3,-0„ 4000 PSI 028 DAYS ca (min.) 4^ (min.) Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. N E Joseph A. Ingegno L.S. GROUND WATER Title Surveys — Subdivisions — Site Plans — Construction L, STRAW BALES OR SILT FENCE PHONE (631)727-2090 Fax (631)727-1. OFFICES LOCATED AT MAILING ADDRES SOIL STOCKPILE 1586 Main Road P.O. Box 16 (NOT TO SCALE) Jaesport, New York 11947 Jamesport, New York m __-_ f " SHEET 2 OF 2 DRAINAGE SYSTEM CALCULATIONS: DETAILS 'ROOF AREA (HOUSE): 1,885 sq. ft. c. 1,885 sq. ft. X 0.17 = 320 cu. ft. SITE PLAN FOR 320 cu. ft. / 42.2 = 7.6 vertical ft. of 8' dia. leaching pool required SOPHIR POLENAS PROVIDE (4) 8' dia. X 2' high STORM DRAIN POOLS PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: :::1 LOT 4 �p MAP PREPARED FOR HOUSE SCALE 1 " -40' ROOF AREA .BARN): 117 sq. ft. PARADISE ISLES 1,800 sq. ft. X 0.17 = 306 cu. ft. 306 cu. ft. / 42.2 = 7.2 vertical ft. of 8' dia. leaching pool required FILE No. 11881 FILED JANUARY 8, 2003 PROVIDE (4) 8' dia. X 2' high STORM DRAIN POOLS // SITUATE i PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ARSHAMOMAQUE ROOF AREA (SHED): 3,200 sq. ft. TOWN OF SOUTHOLD 3,200 sq. ft. X 0.17 = 544 cu. ft. SUFFOLK COUNTY, NEW YORK .a 0 544 cu. ff. / 42.2 = 12.9 vertical ft. of 8' dia. leaching pool required 4 I PROVIDE (7) 8' dia. X 2' high STORM DRAIN POOLS S.C. TAX No. 1000-53-06-46.10 HOUSE SCALE 1"=40' PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 1 MAY 22, 2018 .1 I PROPOSED SEPTIC SYSTEM DETAIL a..Q _y 1 HOUSE (NOT TO SCALE) ELEV. 12.0' d��L, 1� FINISH GRADE FINISHED GRADE ELEV. 10.0' ELEV. 10.5' ( TOP EL. 9.5' -1' MIN. TOP EL. 8.7' MIN. ,\ CLEANOUT MIN. 4" DIA. 6 v O� SEPTIC LEACHING T_ SAND CLEAN INV. EL. APPROVED PIPE TANK APPROVED PIPE POOL LEACHING a. � O G 8 7' min. PITCH 1/4"/l' min. PITCH 1/8"/1' n� INV. POOL COLLAR 1 INV. EL. 8.5' EL. 7.9' o INV. EL. 1'a : 1° DISTRIBUTION POOL OF BOT. EL. 5.2' HIGHEST EXPECTED GROUND WATER PO'��'''''"' 5 POOL SYSTEM ELEV. 1.0' .::::::: U.. pC2;.: ::: :. -y SEPTIC TANK (1) LEACHING POOLS (5) '' 6 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,250 GALLONS. 'O 1 TANK; 8' DIA. X 5' HIGH (4' EFFECTIVE DEPTH) 1. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 5 POOLS; 3' DEEP, 8' dia. 1 ._......G`E �?o'� 3. WALL THICKNESS SHALL BE A MINIMUM OF 3 A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". 2, LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) �( Q� Q ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). :y \ 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF f1/4") 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. \ 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 1 \ SEPTIC SYSTEM CALCULATIONS: 1. MINIMUM SEPTIC TANK CAPACITY FORA 4 BEDROOM HOUSE IS 1,250 GALLONS. PREPARED IN ACCORDANCE WJTH S-E MINIMUM \ STANDARDS FOR RVE4S'A 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP BY THE L.I.A. AN qq��qq� ND PTED FOR SUCH EEW (GTATE ND 2. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. TITLE AS CI •fir 5 POOLS; 3' DEEP, 8' dia, Qj� IAF T 0. 3. SEPTIC SYSTEM STRUCTURES: o� \ l9 PROPOSED 50% FUTURE EXPANSION POOL ® PROPOSED 8' DIA. X 3' DEEP LEACHING POOL s ° 0 o PROPOSED 1,250 GALLON SEPTIC TANK { �. jic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 LAW. or OF THE NEW YORK STATE EDUCATION LA Nathan Ta win III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. s CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: StanleyJ. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND Title Surveys -Subdivisions - Site Plans - Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 / �q SHEET I OF 2 lit A'O RpOg° PIPES NECK ROAD / NOTE CHANGE(S) SURVEY FOR J, / By Suffolk County Department of Health Se ices SOPHIR POLENAS } PIPES CREEK / �c17T(r L `;I-co �AQ L 0 T 4 ��_CC.•rr• _ U Oc�f-\'JGG�Pj�� �SDl`'�ryL9 12� , / N MAP PREPARED FOR l vSSS��O _ 00 PARADISE ISLES N � �'rmo FILE No. 11881 FILED JANUARY 8, 2003 oo 15P �' SITUATE s ,jy�9�� ARSHAMOMAQUE uSFSQVO �PtER � v �I o TOWN OF SOUTHOLD 4,S BO �Y 4 \ g6 rR eJc \1R0�a°-.:. , moo.�- �." I\ ° ��- s �°�' ����°a�.° \_ q' � I \ F, ,� \N�P�o� A S U F F 0 LK COUNTY, NEW Y 0 R K "� �E� ��$ °���E `.\`% ' �o`� �e"� °ao�sFS PJg`\N IGl ALD S.C. TAX N o. 10 00—5 3—0 6—4 6.10 Q r i::::;:::::::. N \ �y Ise°�\ REApA2ds `�� SCALE 1"=100' SUBJECT,.: so T eoo SPJE E E. v , MAY 22, 2018 PROPERTY:: 9� \ > JSFS oq \ ,6 0 ao c �� n a� KEY MAP \ - ° e P /' \ �9 60 a� a<JQG \ \ �o �`o �� AREA = 330,253 sq. ff. 02 � � � � � /. F9 � \ ors � 0 7.582 ac. SCALE 1 "=1 ,000' \ GSFs o �� yam I `iJ�� ` os�°E \ o �" 2� / ISLAND VIEW LANE l,C,yc ea?� a .4 .:..:':::' \ 9iy .jam o O 1'�\ CERTIFIED TO: GE 1 1 \ \ �O SOPHIR POLENAS S�1F'i Q{�GGr-al.,, '1� "-_.._9TF,p °t�``t /�' °SZ \ Z t ees�9/tar� FAi'!i g r E�4PJ� °p 9 �y °E 11E;'7i'���.�A 1-1�>s1'iVie�S � ��'O° � � \ \ G �?° "�" E'O'c a T-�k •:; +� CmP'.IHdiS"�:e.�Ce .� 9 QBTj°_�9 t 6jo' ' ` \ y` y N a �.' \ \ ate SPEC AL..Co V.. 5 i ° � PO G��` o. \ I \ \ \ \ RA �9a` Fib® '����°sA ° ems % PLAN&rp/0 j,.,-P P� I `' I \ OT pp f��J ^] 1 I �j{�,�y r nAT a��.g���y,.��9p� � may\ A y� AN.•. H 5�„�� ( �, 1. I ' // I J�iAW1 �73VFOR�►i\,:�4�,,WIr�LIYYO RBQu f�7J APPROVED Q I I BY 1 .ALm DEP TIVEEP}7' .FoFz muid OF (4 B8DP,3C9:rn5 EAMRIES THREE YEARS FRONT DATE OFAPPROVA.L � � \\ —tD n 1 od Ao � NOTES: �� o *TEST HOLEoU) q 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM O c�s�� �� ?00 EXISTING ELEVATIONS ARE SHOWN THUS: fl-Q 2V 4� 60�I 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD L�m� V °PO`-„,�. ( �' \ \ ✓ OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. �i s�J O� 3 �� \ PR gPR';p\NO PREPARED IN ACCO AN F#�YF1E . COFyR1EG CPa��GE 5"\ \ ` •S' STANDARDS FOSR�I FED $,�� D�s O- \ w FOR BY T SUCHHE US�1 BY`FVi Y012R�ST�E \ pSN/' o� O TITLE ASSOCI ION. TEST HOLE DATA \\\ \\ \\\ N 43 5�a,H 6A0 - TEST HOLE AS SHOWN ON SUBDIVISION MAP TEST HOLE DUG BY McDONALD GEOSCIENCE ON SEPTEMBER 23, 1997s' � EL. 6_0 DARK BROWN SILTY LOAM OL ^ \\ \ / \ 1 \\ BROWN LOAMY SILT ML \ \ y� ANCI S .S. ic. No. 50467 v � BROWN SILTY SAND WITH 10% GRAVEL SM \� 1 UNAUTHORIZED ALTERATION AD N 4' TO THIS SURVEY IS A VIOLATION O FF Nathan Taft Corwin III '9' / 5 \ SECTION 7209 OF THE NEW YORK STATE a / I \ EDUCATION TAW. HIGHEST EXPECTED GROUND WATER d_ .a. ❑ Land Surveyor TEST WELL USGS No. BROWN MEDIUM TO COARSE SAND WITH 10% GRAVEL SP N u� LOT 3 410446072224602 S 95437.1 -r - - d �- \ptH ;' COPIES OF THIS SURVEY MAP NOT BEARING GROUND WATER EL. 1_0 ° d �\ '1 5� „ THE LAND SURVEYOR'S INKED SEAL OR 7.0' i \ a VACANT EMBOSSED SEAL SHALL NOT BE CONSIDERED TEST HOLE �c^ \\ �\ gB5 �Z5 TO BE A VAUD TRUE COPY. " GROUND WATER EL. -0 2' �F. \ ;pZH 5 1°• CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. 8.2 !� \ ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. '•� I� IS PREPARED, AND ON HIS BEHALF TO THE GRAVEL �\ TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON,AND WATER IN BROWN MEDIUM TO COARSE TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 SAND WITH 10% GRAVEL SP / \•9L\ TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. LOT 2 I i `\ \ OFFICES LOCATED AT MAILING ADDRESS 1 THE EXISTENCE OF RIGHT OF WAYS 15 VACANT i i i I DRIVEWAY AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 EASEMENT ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 t -D0 NOT PROCEEbVITH. FRAMING UNTIL SURVEY FOUNDATION BEEMAPPRpON} APPROVED AS NOTED TRUSS PLACARDING REQUIRED DATE: B.P:# 3533 FEE: BY: NOTIFY BUILDING DEPART AT 765-1802 8 AM TO 4 PM FOR THE ELECTRICAL FOLLOWING INSPECTIONS: 1,. FOUNDATION - TWO REQUIRED INSPECTION REQUIRED FOR POURED CONCRETE 2. ROUGH.- FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST PLUMBER CERTIFICA BE COMPLETE FOR C.O. TIONON LEAD CONTENT BEFORE ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEV, CERTIFICATE OF OCCUPANC YORK STATE. NOT RESPONSIBLE FOP, SOLDER USED IN WATER DESIGN OR CONSTRUCTION ERRORS. SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1,% LEAD. <-'PLLUMBING COMPLY WITH,ALL CODES OF A: PLUMBING WASTE i,,. &.4g ATER LINES NEED NEW YORK STATE & TOWN CODES �TIG�BFQRE COVERING AS REQUIRED AND CONDITIONS OF a _W GI P minim ai eniMNG B ARD ES Blower door and ductwork testing required. Must provide Manuals OCCUPANCY OR D,J and S as per USE IS UNLAWFUL �1YS Energy Code WITHOUT CERTIFICATE OF OCCUPANCY All exterior lighting ORAINAOE INSPECTIONS ARE REQUIRED installed replaced or ' Contact TOS Engineering at 765-1660 before + Backfill,OR Provide Engineer's Certification repaired shall conform that the drainage has been Installed to Code. to Chapter 172 of the Town Code R301-22. PROTECT'ION OF EXTERIOR C71-AZI140 IN alllf-DINGG LOCATED M IN KNPDORNE PFOR15 PECION5 V4ALL BE rR0TEr.,T1FP FPOM HINPDMNE� PM5. OLA=-D OPENINCY PF4)TBr_,TI0N FOR MDR15 5W4.L MEET 11itz: POLENAS RESIDENCE X75 OFLARCE MISSILE TEST A.STM16A Ebb6OI� W IM SE6TIO SOL212,1- ISARAISE DOOR 61-AZW OPE14IN6, FROTE-CTIONR 1981 AUGUST LANE IAII PEDFZ,15 15HALL t-11EF-T THE RECUIREMENTS Of AN 1MrA.0T-rE5I!5TINo STANDARD OR ANSI/OASMA 115. (5= TAELE StLON) ORIENT N .Y. rXCEPT)ION: - MOD STFWOWV�L PANELS KITH A THICKNESS OF NOT LESS THAN Iff. ITrH AND A SP/W OF NOT MORE THAN b FEET 5HA4-L BE PERM TTE-0 r-OR OPENINS FROTECTION. EXISTING: RESIDENTIAL PANELS BALL DE PRZZ,VT A10 A7TAC.�1 To THE FRAMING' SMROWPIN5 TJ-E OF1:NINO CONTAdNINO THt FROVUCIT AITH THE OLA=D ClvtNINSP. PANELS SHALL Dt SCTIVI# 1000-53-6-46. 1 MRM�, ILLEV AS REOWREO FOR THE AWHORAISC METHOD AND !SHALL f3F- SErUREV KTH THE! AT`rA6HMr_-NT HAP=AARE rROVIDED. ATTA64MENM SHALL BE OM16ME-D TO ZONE R-8 0 7.8 ACRES RESIST THE! COMPONET ANIP CLAPPINO LOAC,*Aw VMFZMINEIP IN ArrC1ZPANxZ; A17H EITHM 7ASLt! R-5011(2) OR ACE 1, 1AIITH THr rMMA1v-_NT c0$ZfZ0&_J-I0N-#ZE.5ISTANT PROPOSED: ATTAc+4mrNr HAumcmAfm rp-a, orm Amn AN, 6Hop,5 rr_fzmANmx*rLy iNsTALI-ED ON 'THE 131I1_PIN6. ATTA0++Mr:NT IN ACZORVANOE! AITH TA13Lr F-501-2,1.2 15 MIRMITTED 1 101z BUILVIN05 NITH A MEAN RDOF HEIGHT OF 45 FEET OR LE55 THE UL11MATE 36'-0"x36'-0" TWO STORY WOOD FRAME HOUSE M-SION kl'IND SPt=, IS Ifk:lI MPH OR LESS. 1296 SQ.FT. + 1296 SQ.FT. = 2592 SQ.FT. TA15 01.2.1.2.. PqINDBORNE! OEBRIS PR07WTION ft-ASTENINIS, SCHEDULE FOR kkIO00 STRJ6nAZAL PANELS FULL BASEMENT - NOT FINISHED STORAGE AT ATTIC - NOT FINISHED 16'-0" 31 5'-81" !FASTENER TYPE 4 1=00T 6 FOOT 2 PANEL SPAN FA%NEL SPAN < PANFL SPAN 2 �<4 FOOT i 6 IF007 < FOOT ATTACHED 16'-0"x20'-0" GARAGE - 320 SQ.FT. -3'-10 ill, --3 3'-10 1 NO. 8� Noop S�REK GARAGE & STORAGE LOFT ABOVE NOT FINISHED 2 2 13A5EP ANCHOR KITH 2 16 to .... ..... ...... ---- --- --- --- .... ...... ...... INc,14 EMSET,?MENT L1ENC7TJ4 CONT. FTG. UNDER DOOR OPENING 7'-1 13" 10'-0"x 4'-0" FRONT STOOP W/ ROOF 4 No. 10 Noop 5CRX3,44 LINE OF ENTRY STOOP 5A5F-P ANCHOR KTH 2 16 12 15'-0"x14'-0" ( 2 10 SQ. FT. ) ATTACHED SCREENED 0 0 INCH L-M5tPM1EKT Lt-NrwTH PORCH 16'-0' U0 2-2X12 ACO K R STRAPPED TODEC 10" GIRD CONC.E PIERS f .4 IW..,H LAO 9rREW T ON 18" DIA CONC. FTGS. @ 01 MASED ANCHOR WITH 2 21'-0"x14'-0" OPEN, FIRST FLOOR WOOD DECK 7'-7 36" MIN. BELOW GRADE 7 2 Cl) HSE.2X12 ACO LEDGER BOLTED TO K!, =MOWMENT I.XNOTH INTERIOR TO INCLUDE 3- 1 /2 BATHS & 4 BEDROOMS W aD_X 1-5- ----- ----- T_Y7P----- ----- ------ TH15 TA5LE 15 5A5EP ON 1,50 MPH ULTI��,ATIE VINYL W1ND_NV_ Vr_-51CN IoiIND 5F=-M Al !P A 55 FOOT MEAN Root-- +421C+iT. GENERAL NOTES 4" POUR. CONC. REINFORCED I I 0 tASTIENtR5 5HALL 51-- IN5TALLt-D AT OFF05IN(a co , , RM/E 1 All work shall conform to the requirements of the Residental Code of New York W Q� LU .1 - THL State, County and Town Department Regulations, Utility Company requirements and 01 GARAGE SLAB 6 � I END5 Or kqOC[:� 5TRLICMNAL PANEL. LL �D EJ FASTENS BE 1-06AM:> NOT Lt-55 THAN best trade practises. 0 �2 _ 0 D V) _0 U I- I INCH MOM THE t--0612- Or- THL PANt-L. 2. Before commencing work the Contractor shall file all documents required by the U) 0 0 r el Building Department, pay all fees required by local agencies and obtain all required 0. ANCHOR-5 5HALL PENETRATE THROLI&H THE p EXMRIOR HALL COVERIN& PqITH AN EMOEOMENT 3ermits. 0 LENOTH OF NOT LESS THAN 2 INCHES INTO THE . The Contractor shall visit the site and verify all dimensions and the existing TONVNT OF SOU_ii&07- conditions affecting the work prior to construction. Any discrepancies which would SUILD1NO 1FRAME. 'FASTENERS SHALL E31: LOCATED interfere with the satisfactory completetion of the work described herein shall be :D NOT LE55 THAN 2 Y,., INOHr:5 MOM THE W5E 01= T reported to the architect or property owner. Do not start work until such conditions CONW;ZETE 5L.00IK OR CONCRETE, have been examined and a course of action mutually agreed upon. Failure to notify d, FANEL6 ATTA4V4EP TO MA_50NR`1' OR the owner or architect of unsatisfactory conditions will be construed as an acceptance 1 i I -5'-74 ----5'-74 _9 -3 4 4 MA50N9`r/57VCa0 SHALL M ATTA LED L15IN& of the conditions to properly perform the required work. 4. All work is to conform to the drawings and specifications of the architect and VISRATION-RZ-515TANT ANCHOR5 HAVINS AN F _1 engineer consultants. LLTIMAT7� KITHORAKAL CAFAA::�1T*r0' 01= N07 LESS 5. The Contractor is to maintain a complete and up to date set of plans on the __J BEAM LOAD FROM ABOVEjob site at all times THAN 1,500 POUNDS- 5-1/2" DIA STEEL COL. L -1 ON 3-1-3/4" GIRDER 6. The drawings are not to be scaled under any circumstances. 3-1-3/4"xl 1-7/8" LVL GIRDER 16"06" CONC. BLOCK PLINTH 11--78 LVL 3- 12" DIA SIT EL COL 3-1/2",.DIA ,.STEEL COL. ON 24"x24"02" POUR. CONC. FTG 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures 24"x24 02 POUR. CONC.FTG. 24 x24 x12" PbUR. CONC. FTG. including storage and toilet facilities,protection of existing work to remain,access to work area, hours of permitted work availability of water and electric power and all UNFINISHED CELLAR -I" I "JWr-AW AMOMS MAMPACTMM17 BY other conditions and restrictions for this particular location in order to execute the .1 SIWSON STRONS-TIE&DReCTM.MOVM W.H23A work in a careful and orderly manner with the least possible disturbance to the public. OR Ar?'KC%IW EWIVALINr AT EVERY W RAFTER TO PLATE C,0Me,_MON SOTH NVES MEN 8. The Contractor shall make the neccesary arrangements to utilities and services 00 NOT AL OK KrV%SnAPS temporarily disconnected while performing the work as required. 1-93. 3. 9. The Contractor shall provide all dimensions and cut-outs for other trades. 4 4 4" 4 59-IF,50N 5TRAONa-Tiff COWINCTOR 4 10. The Contractor shall provide proper shoring and bracing for all remaining structure &.11L."1ATOZV UAMHVs- 144D A prior to removal of existing structure. USE A KNKM 0P`THO bd - - - - - - - 1 1. Plumbing, electrical, HVAC and similar work shall be performed by licensed 4 - - - - - - 4 MLS THS 51DE W111"4 TOTN.OF POW IWO M persons who shall arrange for and obtain all required inspections. The General PROOF Contractor shall be responsible for scheduling all other inspections as required. 1 -1-3 4"x 1 L 3-1-3/4"xl 1-7/8" LVL GIRDER BEAM LOAD FROM ABOVE-// 3 7 LVL GIRDER VOLOLE TOP FLA 3-1/2" DIA STEEL COL. 5-1/2" DIA STEEL COL. ON 3-1/2" DIA TEEL COL. 12. The Contractor is solely responsible for construction safety and shall hold the 0 24"x24"x12" POUR. CONC. FTG. 16"06" CONC. BLOCK PLINTH 24"x24"02" POUR. CONC. FTG. owner and architect harmless from litigation arising out of the Contractor's failure to ON 24"x24"02" POUR. CONC. FTG. PLATETIES t-~A4rJRED BY SMPSM provide construction safety means and methods. VERIFY BILCO DOOR STRONS-TIE COWSrTOR5 Moog.No RSP* OR AFVR0S18>EWYALEW AT EVER*r env SIZE ON SITE @) TO PLATE C,2�7101 H181 KA1F`I19R5 CYO NOT ALISH NTH 5TLV 01 U) 0 L CONSTRUCTION NOTES 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. L 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. _11ZI UTILITY AREA FATE. 3. Sill plates shaill be preserved, treated wood and be installed above a 16 oz. bd NAU4 copper INSTALL 5/8" FIRE-RATED GYP.BD. OR EQUAL TO PROVIDE FIRE 6TV06 SEPARATION TO MEET CODE 4. Shingletermite siding shallsheild.conform to ASTM D 3679 and be installed in accordance Ell with the New York State Building Code and manufacturers specifications. ROOF STRAPPING DETAIL 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed 1 1 upon by an engineer and certificates shall be issued stating same. 6. Unless otherwise noted all framing and structural wood components shall be #2 or better [Douglas Fir. S� C� 7. All framing techniques and methods shall be as prescriptive design based on 36'-0" AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) or as specified in R301.2,1.1 1 `G- 8. All building envelope components shall comply with Chapter 6 of the Energy ---- ----- ---- ----- ----- ----- -- ----- -- TABLE R402A,I,I AIR 0ARRIER ANV P"*U'ATf0N INTALLATION Conservation Code of the State of New York. 9. Fireblocking shall be provided in all wood framed construction in accordance y P COVIPONr-,N. T . A!R 5AR,'RJER I MIRIA iNsu. -A-rim CRITMIA 2X12 ACO LEDGER BOLTED TO HOUSE with NYS Code R 602.8 to form an effective fire barrier between stories and 11 11 ALIONM ki!TH A-K_�I&NM KITH AIR. between the top story and roof space. CIEIL1451 AT I I I I INSULATION—— I3AF;RI1:-R 10. Protective panels shall be provided for glazed openings in accordance with I I I I V0 C4 NYS code R301.2.1.2 if they are required. > �Vnrf AL JUNCTION Or- r*0UNInAZT�_1019 CAVITIES PVTHIN 11. All portions of the new structure are designed to comply with local geographic I I / LU AN.*> SILL PLATE Td 51-- C 0 RN M R 5 ANC? Hr.A.5�ZRIS and climatic criteria as stated in the following table. 0 0 W In 0 < co < V) 0 k4ALLS 5HAI-L GEOGRAPHIC & CLIMATE DESIGN CRITERIA U) U) U q 0: 1 1 q cc 07� cc `a-5 Mr,"'10N 0!"- TOP rLATE BE %LL*10 INSULATM LLI 0 LL1 0 FOUNDATION PLAN Q- 0- 1 GROUND SNOW LOAD 45 psi AN-5) EXTERIOR- kiA.L5 TO P41TH GROUND HAVIN& UJ co 0 0 (0 Q ­ < UJ 11 WIND SPEED 0 1 - I Iret 130 MPH UJ U) BE SEAL YIIN. CR-5 POZ INICH 0 rr - - - - 1 /41' lv-0" rr - - - - - - - - SEISMIC DESIGN CATATGORY --U--Ld LU B LL < 0 0 �r cr R111A, JOIST Rl'*�-", .1011571- SHALL JOIST 514ALL CE WEATHERING SEVERE U) 0 p 2-2X12 ACQ GIRDER TYP. 1 0 FROST LINE DEPTH 36" 0 0 0REV. 2 . 18 . 190 AIICHORED TO 10" DIA CONC. P11 RS THE A'R, BARRI INSUL' ATE-LU LU I TERMITE THREAT MODERATE TO HEAVY 0 011 18" x 8" POUR. CONC. FTGS.I@ TABLE R30 1.5 DECAY SLIGHT TO MODERATE LU T-LOOR5 (INCLL0INS AR, E3ARIr- R II45TALLM VAINTAIN FERYANDIT ll" MIN, BELOW GRADE LU MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS WINTER DESIGN TEMPERATURE 11 X A.50VE 6ARA6C5 4 < X AT AN-1' EX=105= CON TACT KI'n4 TfC AS NOTED (in pounds per square foot) FLOOD HAZARD co V W CA"i L1:VEv, =1 r-L C!" INSULATION Or- SJ_'-3,7L0O*1,Z-i USE LIVE LOAD CRA4AL' SPACE KALLS, tXPOS= EART14 IN INSVI-ATIM SHALL B!,:- A 101 FOUNDATION PLAN UNINHABITED ATTICS (APPLtM5 ONLY TO UNV=H=-::> CRAAL FE:RWANENTL"r ATTAC,4=� 10 A- 102 FIRST FLOOR PLAN WITHOUT STORAGE NOT PR)0V1D= UNVrN= CRAKIL SFACES TO 1311 CO�Tj-z=;� TO CIRAP�L SF�'ACE A- 103 SECOND FLOOR P - - - LINE OF SCREEN�),PORCH ABOVE UNINHABITED ATTICS WITH 20 N1"?*H A CLASS I VA70R KA�LLS. Ir LIMITED STORAGE A- 104 EXTERIOR ELEVATI IN r-LOOIR 0 HABITABLE ATTICS SERVED 30 5HArT5 ox T 5HA775, LITIL17Y A- 105 SECTIONS WITH FIXED STAIRS PENE-TRATIONS PCNr�-iRA'nONS, ANID r'LLr__ 2 2 6 2 4 2 -7'-4 4 BALCONIES (EXTERIOR) AND DECKS 40 5RA7T5 Egdl Trl 3 6'-0" FIRE ESCAPES 40 UNCON�ITION:-.DJ FOUNDATION PL4N GUARDS 200 TO Or: Sr:ALEn SCALE AS NOTED NOVEMBER 18 2018 0- ARA65C 50:'ARATION AIR SMAL DETYS'Erli HANDRAILS 200 6ARA61: AND oress GUARD IN-FILL COMPONENTS 50 RECrESSEV LIC-44TINS S=-AL,= TO 74+41L A!R �5H-4 1T AND IS* A 101 PASSENGER VEHICLE GARAGES 50 DR'YKA" RATM f+VAC, i;zvSTr-R DooTeITHAT 1 OF 5 ROOMS OTHER THAN 40 SOOTS PENETRATE THZRW�L permifs I drafting I expediting SLEEPING ROOMS SLEEPING ROOMS 30 ENVELOPE To OE PO BOX 49 SCAL= TO %Er-LOOR. SOUTHOLD NY 11971 JOAN CHAMBERS ISTAIRS 40 1 OR- n4RYKALL 631-294-4241 TABLE R60.2.5(l) r-A5TENINC 5C HIEDULE P O L E N A S RESIDENCE I DESGRlPTIOM OF BUILDING ELEMENTS NJIIS=AND OF FA5TE�+IER Aa S°ACIN5 AND LOCATION 1 9 8 1 AUGUST LANE 4-6d BOX(2 3"X0.115')DR, T� GEILIN6 JOISTS RAFTI'Rs 5_0d B O'1 v 1m TOE NAIL ORIENT N .Y. 5-VX0151"NAILS 4-5d BOX 0 J"XD_115')OR 2 GEILINs JO15T'S 7a TOP PLATE 5-"corm(;a A"x4.IV 114 OR PeR JOIST,TOE MAIL EXISTING: RESIDENTIAL 0-I0d 50K(2�'XO.12S'),OR 5 'X0.131"NAILS GEILIN6 JOIST NOT ATTAGF•I77 TO PARALLEL fLAFiM ¢^lad Box(9'xa115')OR SCTM# 1000-53-6-46. 1 3 LAP5 ovLR PARTITIONS[too 50CVOMD Rb023.1,R502.31 5-16d cc"-ON(E Jy"X0.162");OR and Tatilo REOZS.I(a)] 4-3'scO.l51"NALS FACE NAIL ZONE R-80 7.8 ACRES CEILING JOIST ATTAC+EF0 TO I'ARA LEL RAFnTM PROPOSED: 4 (BEE-L JOINT), TABLI+R9�02 5J(4) [veo 50atlon■FWO25.1 ,WZ02Mr.^"id Tabio WZ902.5.1(11)] FACE NAIL I 4-IOd>�©x(5'ad ccMMON m'128)ala OLLAR ' 36'-0"x36'-10" TWO STORY WOOD FRAME HOUSE D TIE TO RATTER,PALL• NAIL OR X 2�. +�-1 Cs Yj"X©,14>5'j;OR c l'-82^ s RIPS STRAP TO RAT=TER 4-3•X0,I5I"WUL5 F,4GE NAIL EACH RAFTER. 1296 SQ.FT. + 1296 SQ.FT. = 2592 SQ.FT. 16'-0" 35'-82" B-Ibd BOX NAILS M�'Xo,155)OR 2 TOC NAILS ON ONE 5ID; 1 b RAFTER OR FWOr-TR�i TO i0LAT1r 5-10d GONfNfON NAULS(5'X0.14b');OR N,112 I TOE NAIL ON OPPOSITE 12'-8-" 10'-0" 13'-0" 4-I06 DOX NVX0,125");OR sloe OF FAGH RAFTEK OR 2 43•x0.151"NAIL5 TRIJISSI FULL BASEMENT - NOT FINISHED 3iOdGa-1140NWX0.14$%OR STORAGE AT ATTIC - NOT FINISHED 1 TOE NAIL 410d DOX(5'x0,125'%011k 2 ROOF RAI=TER5 TO KPet,YA.LI=Y OR Hlg'RAr7t-m5 OR 4-51x0.191"NAIL5 KOOFR rIERSTOMIN11�.M2"ROSE33EAM ATTACHED 16'-0"x20'-0" GARAGE - 320 SQ.FT. CONCRETE APRON 2-I6d COMMON(3 NIXO,162);OR TO£NAIL 2- 1-3/4"x11-7/8" LVL HEADER w 5-8'X0191' NAILS 5"1°��"""���"°'�'��JjiOR GARAGE & STORAGE LOFT ABOVE NOT FINISHED - - - - - - - - - - U) 8'-0" X T-0" OVERHEAD GARAGE DOOR Ibd COMMON(B,1$"Xa.162'J 2LF'O,G.'AGE NAIL ® o b STUD TO STUD(NOT'AT DRAl.ED WALL PMM-S) IOd(3'XO.128');CR 10'-0"x 4'-0" FRONT STOOP W/ ROOF O 8" STRUCTURAL 2-2X 12 GIRDER @ PORCH ROOF _ B"Xa.131')NAILS 16"OG'FAGS NAIL PORCH POSTS V Ad BOX fsWxO.153%OR �- „ ,- „ o L 5TUP To 5TLC7 AND A WTTIN5 5TUC75 AT INTER5LGT1N6 HALL 5,,Xoj�I'NAIL-5 12"OZ.FACE NJUL 1 5 0 x 14 IO ( 2 1 0 S Q. FT. ) ATTACHED SCREENED ' , U GARNERS(ATRr4GEb WALL PANEIS) ibd GOtM1�N X®.162'32" 15'-5" 2" -6„ 4,_12:, � 5'-74:, Q 3'-0"X6'-8" ENTRY DR. W/ " , Ib"aG:'AGE NAIL PORCH _... ..TW2 46- 7W2 4fi x<.. _.... .., . _. Ibd COMMON( AlIX0.162•) IEo"D.G.EACH EDesE FACE HAUL 2'-2-1/8"x 2'-2- /8"x N 2-18 x6'-8" FIXED SIDE LITES TW2046 TW2046 TW2046 10 BUILT-UP i�AS�R(`V TO 2"I- A R AUTH•)5'5PACZR) ��� 4+iw • ��n' 4'-07 8" RO 4'-07 8" RO FIXED TRANSOM OVER 2'-2-1/8"O'-0- /8" R.O. EACH 16d 5GX(!3y2'X0.1559 12'O.G.EAZFIE06E FACE NAIL ,- " r- " ,r�.j�►�.�ai*J:I _ - - - _ _-_ — 21 0 x14 10 OPEN, FIRST FLOOR WOOD DECK rC 'llir t* 2-1-3/4"x11-7/8" 1-3/4"x11- 8" 2-1-3/4"x11-7/8" !' II GONT1NUOL15t1EADE zToSTUD 4SdcOMMOhE(s)5"3 9.1°�I');OR TC?ENAIL Q � ��, �r wwz -1-3/4 x11-7/8" 4-10d BOX INTERIOR TO INCLUDE 3- 1 /2 BATHS & 4 BEDROOMS z HEADER TYP. �' HEADER TYP. :9+ HEADER T .� HEADER TYP. '^'COd �Q a ti FWD. RM. O '� O Ibd GCJMhHON(3J5"XO:142') Ib"OL.ET`AGE NAIL Q � 12 TOP PLATE TO Tt�'PLATE lad BOX(3"sCa.l28')r mR z0� SIN 3"X0.13I')NAILS 12"DL,FAZE NAJL co �) U b-16d COMMON(3 j'X©.16.2%OR O z O O r ,►.may 12-Ibd EiUX!B J5'Xa.l "J;Ofi. GARAGE `2 12-IOd Sax('�'x0.126,);OR T=AGB NAIL ON SAGF1!NM OF c� I N DALE TOP F'-&r!!SPLICE(''�0R SDC'e AIM¢51115MIG (UNFINISHED/UNHEATED DN 3 O O ° x� MALL LINT;5F'AVRO<2V T N 1„ 11 - -0" 2' 14'-5" � 12-3"xO.15I°NALS END JOINT(MINIMLM 24°LAP SPLICE LrNi5T1H EACH SIDE OP S RS v 4" REINFORCED SLAB 50� 2 2 o u~ U)) Y moo ui 13 DOMLF TOP PLATE SPLICE SVG'3 Da C7,OR 1I;AND 12-16d M A-%O.153') PND J[?INT) —3'-0" LAUNDRY RM. �iN O O O BRAZED MALL LINE SYAGIME r�,' 14" TJI 230 JOlsrs @ 16' O.C. \ 1'}82 ENTRY � BEDRM #1 En ao Ibd GDMrfaN(WY,"Xo.la ') 16"v,W FAQ NAL zI = o o _ x�� BOTTOM PLATE;TO JOINT,RIM JOI5T,HAND JO15T OR Z i ^ a-: u 14 Ibd BOX(a3}�j'Xa 135');OR d M N o�� ELOGICltl5(hLSi AT ERAGED Y4AU PANELS) g"Xc7,191')NJSILBr 12"O.C.FACE XkL \ \ >N w BEARIIdG WALL �N J � � CT) 5-I6d Dox(5,�'x©,I�S');OR 5 PAGH 16'Of-PAGE'NAIL Lu a BOTTOM PLATE TO JOINT,RIM J015T,HARP J015T OR 2-16d C4MMCN(B N OJ62');OR 2 UGH 16"O.G.rAGE NAIL -1-3/4"x11-7/ " +° 15 MOGKINS(AT E ytAU PANELS) 4-51XO.151"NAILS 4 EAZH IG"a,G_FACE NAIL T N HEADER _ If' z 4-Ed Box(2 "xO.l l5'))OR N o 5-1/4"x 1 1-7/8" PSL PAL PARALAM BEAM TYP. ( FLUSH) 3-Ibd BOX - — — — — — — — — — — — — — — — 4-bd C.4MMOd(ir 15"XCq.l51');OR TOE NAIL O —+° — — — — — — — Ib TOP OR BOTTOM P1 ATE TO STUP 4 0d BOX 'XO 112 )1 OR 3" DIA STEEL COL. 3" DIA STEEL COL. TO BEAM ABOVE TO BEAM ABOVE „ , 2 HEADER/4"xl1-7/8 2-1-3/4"x11 7/8" 5-16d COM(5� (3n )rOR 2-18ri COMh(r>Tt(5 X3"7fL),Ib2')t OR END NAIL HEADER T P. 5-I0d Box 0%0.125");OR 5-WX0,151"NAIL'S 2'-0"x6'-8" PDI _ _ 2' 0"x6' 8" PD `N 3-10d BOX(5"X012591 DR KITCHEN _. ;. ;.._ 11 TAP PLATES,LAPS AT GO✓RNNC�AND INTF TIONS 2-Ibd COMMON(5 x"xO 162'),OR FAGS NAIL BATHRM t 1 CLOSET g 5'XCJ,i°1 i ?o - 1 2-Est;COMMON,(2�'FXO.la3):OR - O _......._:....: ........:...:.. ....... o= b P BRACE TO EACH 3T15 AND PLATE I ); FACE NAIL O U : 2-10c'5OX M'X0 2tY' OR 7 87ARLE9 I Sa Sax xo. -are 0 2-5d COMMON(2l5"XO.15l');OR 3-1-3/4"X11-7/8 LVL W/ 2 3/4" STEEL FL. PL. ( FLUSH) 19 I'x b' sHmATHIN6 To EACH nrARJN6 2-IOd L30X(; ',xOJ2b");OR PACE NAIL --- 2 5TA9LES,I"GROHK 1690.d VIt"LON* BEARING WALL 3" DIA STEEL COL. 3" DIA STEEL COL. 5-bd Pox 'x0.115";OR TO BEAM ABOVE TO BEAM ABOVE \ 5--bdcomK' 1(i7J�"X0.191"J;OR VERIF BILCO DOOR, •-Id- } x� 5-Ivd BOX(5"Xal;zb');OR SIZEON SITE O ~ a"= 5 57APLE!5,I'YrROWN,16gaj I'LOWS d xw a V�.�, 20 1'x b"AND woo SFEATHIN6 70 EACH DEARJN6 WIDER Ti EAN 1'X G' PiGE NAIL \o �N cv w ro 4 bd BOX(2)j"Xa_I13');OR 5-5d COMMON(2.12"XO.151"),OR O 3-10d BOX M..Xc712B");OR N O - 4 STAMM,PrAlOI-!N,I a)3/"LG N O o rLOO£ xcr @ 4-5d BOX(2 4j"XO.115');OR 0 5-bid COMMON(2 A"x0.151"),DR N w 21 JOIST TJ SILL TOP PLATS OR 6IFZDEfi 5-I0d WX 0"X0.126");OR TOE NAL U) U o Q 5-5'XD:151"NAILS DINING ROOM LIVING ROOM a ad Box(.2 'X17liv) 4'O,G.TOE RAIL w Lu F cc 22 RIM JOIST,BAND JOIST OR$LOCKINS Ta SILL OR TOP p}d �t-fC%(2,Vxv.151),Ole o w PLATE(IROOr APPLIGA710N.5 ALSO) IGd BOX(?"XO.128')r OR b'O.C_TCIE NAIL x0 �w = N B"1<,0181'NAILS H0 XO, :OR 2-t.'d COMMON(2 A"X0.151%OR U°J I'X b'SLIBFLOOR OR LESS TO EACH JOIST $-IC7d BOX(3"XO.178");OR FACE NAIL 2 5TAPLES,1"CROOK I690„1 "LON5 IfV °' a ltrdMMON i%Ya'7tC'i,l ) } x0 S4 2"'�I1LP'LOOR TO JOIST aft GIRDL•f�L 2- BLIND AND FADE NAIL r x o�� 5-Ibd DOX(5 Ys'xO.lSa"J;OR w \ 2' 2"rLANKS(PLANK t BEAM-FL.OM t ROOF) AT MAC*SEARINO,FADE NAIL \o 2-Ibd COMMON(5 Jz"Xa.lb2') w 5-16d COMh'f0N 'Xa.{b2') FWG 60611E FWG 60611L S +s, 7 25 4IO BOX "xO,l2$'a;OR SAND DR RIM JOI57 70 JOIST NAIL cP„ N ¢�;x0.131 S'TAPLL"3,I}'CRDVAI OR 6'-0"x6'-1 1" RO 6'-0"x6'-1 1" RO '9�,[ 2-1-3/ "01-7/8" 2-1-3/4"x11-7/8" 2- -3/4"x11-,/8" '1OdCOMMON(4"XO.I■12");OR 52'OG-AT TOP AND BOTTOM HEADER TYP. HEADER TYP. FADE P. AMP STA 5 _ ..... ...... ...._ ..__. _..,_.. .___ ...... ...._.. IOd Dox(B"XO.128');OR 24"O.G.FACE NAIL AT TOP -0" , -�" 8'-74„ I 2'0 MILT-UP OIRDERS AND BEA•?z-,2-IMGH UJM�ER LAYERS 5"X0,131'NAILS AND BOTTOM 5TACOL�OR w AND; FADE NAIL AT ENDS ANP 0 3-ICX:eox(3"X,O.12Fi"Jp OR AT EACH SPLICE N, 5-5'?rr,3:131"NAILS 4--im BOX OPEN DECK x I 7b LCDSL'R OTRIP 9UPQaRTINb JOIST'.0R Rr�PT£R9 5-16d COMMON 0YallX016s");OR AT EACH JOIST OR RArMR, N w N w I 4-adOBOX M X0.12B");OR 'AGE NAL a a l a O ow j .151 NAILS SRID0I119 T4 JOIST 2-10d(5"XO.i^-P") +I PAID,TOE NAIL z z w d w w o � 1NPOD 57RUUTURAL PANEL5,5UHFLOO}¢ ROOF AND INTERIOR HALL'J-EAT}fIN&TO FRmme AND PARTICLE eoxmD WALL C � w 5 4l ATHINS TO FRAMIN&[5EE TAW-=R60-n-0)FOR HOOP 57KXlURAL PANEL ExT c:,K WAIL 5HEATiHINS TO K U.1.rKAMINa] O / o I ^+ r 6"" ' I'd COMMON(2)t'.' O,I5I'NAIL ORDOT' 'WALL)' b IBF o Q O x e� x (� �[ 51 C,OMMON NAIL IZ�l"XO,I51') b 12f P lad COIVIMON b 12 C M aP/ O Cd(2l'} IEC]DEFORiML73INAIL `T SCREENED PORCH � o '.�2 I Ya"- 1 Xt" I +IV UNHEATED SPACE I x L.' ^ OTHER WALL SHEATHING I ti N ANZ" IL, �\ 55 1 A'5Ti�TVRAL CELLULOSIC FIBMZBOARD DIAMETER OR I'GROWN STAPLE 46 cju, 5 b A I 5HEATHINt5 T�i LS�I-4 -D a SA TIH1Na� c,, b A 101 FOUNDATION PLAN * ��� GELIULO'�IG FIDERHO;RD A GROWN STAPLE Ib - T _.. THIhk3d DI'©METER K i9NAIL,5TAPLE A 102 FIRST FLOOR PLA �' 55 15"4YP5tJM 51-eA E VAyIAZLG, LONt31;I Y+'SGf Yf5, 7 7 n x '•, - _ . .. TYPE W OR S � - A- 103 SECOND FLOOR P d I IN*GALVANIZER RVOFIK&NAIL.;5TAPLE ltj 56 '6YP'5UM 5HF-A7F+N6 6ALVANI7I=D,I'�p'SGR,EY'Ci,TYi'£W 0R S WOOD STRJ U'TRUAL 11 15 COMBINATION SA3FLOOR,UNDERLAYMM7 TO I'RAMIN6 A- 10 4 EXTERIOR E L E VAT I 1 9n W ANP LZ55 6d (2"x0.120")NAIL;OR b 12 A- 105 SECTIONS bd COMMON(2)YXO,IV)NAIL Dd COMMON(2'XO.I51")NAIL,OR 15'-0" 5b '-1' ed CMMDRM83 PJ VXO.120")NAIL 6 12 1 ST FLOOR PLAN 1OdOM"Xd1�")Nh1L`OR ST FLOOR PLAN 5q I Jb"- I Xs" 'bid DEFORMH7(2 A'XD.120")NAIL b 12 1 /4" - 1 ►_O►► FOR 51, I mrhh ■ 25.4 mm,I Fast■ 504�i rnm,I MILE PER E-Gt./2■0.44'T misr I lcsl ■b GW3 Mr'a a.NAILS ARE SWO rH-COMMON,WX M DEr-ORME47 SHANKS EXP.EP1'WHERE OTHERKSE STATED.NAILS us rem PRAi�iI z AND 514EATHIN6 SCALE AS NOTED N O V E M B E R 18 2 018 REVISED1 . 31 . 19 GGNNEGTIait°5 SHALL HAVC MINIiMI.M AVER,46C SLNDIN5 YIELD 5TR�T45 A5 5HOWNi 80 KSI rORt 5 RANK DIA'N="M 002 INCH(2oOd caMNtON NAIL.),q0 KSI mvz SHANK DIAMETMS LARe5ER THAN 0.142 INCH BUT NOT LAR€.ER THAN 0.M IW-44,AND TOO+51 FOR SHANK REV. 2 . 18 . 19 1%5TETERS OF 0_I42 INCH OR LESS. 1 S S th STAYLG'S ARE IG E ARE AND HAVE A MIN1T�I.PM'1/16-IhK.H ON PIAA't1='TL�d,GROAN WIQTi'I. c.NAILS SHALL BE SPACED AT NOT MOIRE THAN 6 INZ-ES ON GENPER AT ALL SUPPORTS YWEizE SPANS ARE 4b INL✓-ES OR eMEATM n 102 d,FOUPt-1�TOT eYE�OOT OR¢-FOOT D'f 4-fi T FANUZ 5HALL HE APPLILP VE�.TiGALLY. ®.5PAGINO OF FA57ZNM5 NOT INGL.LCaeD IN TH15 TAO-E 5HALL HL DA51=P ON TAHL I=,R6O2,5(2). P.W-� THE:ULTIMATE L*515K AND SPEED IS 130 MPH OR LES',NAILS FOR'C ATTAGHIN5!"FOOD STRIIGTLEI•''AL PANEL ROOF SHEATHINes To DASLE END WALL FRAMIN9 5HALL EE 5PAGEV 6 INCCHU5 ON GEMTER,KIERE THE LLTiMATE DE510N A11ND 5F=0 15 ORrATM THAN IA MPH, NA1L5 FOR ATfACHINS PANEL ROOT-SHEATHING TO IKTMgl-£DIATE SUPPORTS SHALL BE BE SPADED 6 INCHES ON CENTER FOR MINIMIM 4& 2 O F 5 TART D15TANG�FRC0NI RIPC!S,EAVE5 A W rvABLB ENP WALL5;ANP 4 INCHES ON VENTER,TO GABLE ESP WALL.H;? MINo. J 677-ELM".SHCATHINS SHALL.CONFORM 70 A9TM C 1'.46 AND SHALL BE INSTALLED iN AC60'ROANCE AITH SA 255.FIBERBOARD 5HEATHINS permits draffirl E'X �diflrl SHALL CONFORM TO ASTM G 203. -- h_*SPACIN5 OF FA9TII(ER3 ON FLOOR 5FEATHIN6 EDE?:9 APPLIES TO PAWL®EM S,PPORTEP BY T'RAMI N6 MEh1-RS AND REMIREV BLOGKINS ANP AT FLOOR PERIMETk'"R5 ONLY:SPAGIN5 OF FAST R5 ON ROOF SHEATHING PANEL EDGE APPLIM TO PANII L5 --- aJrPORT_D BY FRAM"NMN7�9 AND R5MPRED BLOCKIN3.6LOGKI"OF goon OR,FLOOR SLiffA 4imo'PANPi f-DCES PERPf dDIGULAR To PO BOX 49 THE PRAMiW5 1-N NEED NOT BE PROVIDED EXCEPT AS RE@UiR.E3 BY OTHER PROVISIONLS OF THIS COVE.FLOOR PERt1METER SHALT DE J OAN CHAMBERS SOUTHOLD NY 11971 SU PPORTSP EiY FiRAMiNO NEM 5 OR 50LIP BLOGKIN5, I WHERE A R4FT'ER 15 FASTENED TO AN ADJACENT PARAll-EL CEILINS JOIST iN ACCORDA-E Wl TH THIS SCHEDULE,PR(TylDE 7SM0 TOE NAILS 6 3 1-2 9 4-4 2 4 1 ON ONlT 51PP OF TtE$RAFTCR ANP TOE NAL5 FROM THE:GEILIN6 JOI57 TO TOP PLATE IN AGGORDANcV WITH THI5 ULir.THIT TO'!"NAIL 01 THE OPPOSITE SIEM OF THE RATER SHALL NOT BE RI55UJIRED. POLENAS RESIDENCE HL�RtGAf�AtiG1ORS MNIUFAGTURED ElY 1981 AUGUST LANE StMP�.oOT15T'�Oti�-T�GGTNiGTOt�.''s mmm No,Lq�Y1a7Lv5 fO OR [VALENT AT EVERY RAFTER TO AtID68Q - C ,�NI�RA���TAL MW ORIENT N .Y. H.Mr-ME ANCHORS MAN;IPAGTt1RW BY VMPWN 59'RON6-TIE Go*wTCRS ROOM No.LSTA24 OR APPRUVE _ V=tVAL In-M AT EVERY RAPTL'R TO RILE `<MT`°N P#" A' M EXISTING: RESIDENTIAL IQIYJP�-^t, SCTM# 1000-53-6-46. 1 ZONE R-80 7.8 ACRES I PROPOSED: 36'-0"x36'-0" TWO STORY WOOD FRAME HOUSE P,It aE 5TIRZAFF1Ne PETAIL 1296 SQ.FT. + 1296 SQ.FT. = 2592 SQ.FT. 16'-0" 35'-82 FULL BASEMENT - NOT FINISHED STORAGE AT ATTIC - NOT FINISHED ATTACHED 16'-0"x20'-0" GARAGE - 320 SQ.FT. 2 1 10'-0" GARAGE & STORAGE LOFT ABOVE NOT FINISHED KMV, 'e A#CJ Ft5 MANlAGTUIEG EN 5#4PSON sneara-ne ea aEarao roxx. .............. ...........•____..._._...... ..._____-.._._._. ...._-._-..._.....--........ ......,.._-- ..... .----...____-,._...-._....__.....--......._..,-...._ _-_. ...__....__.._ ..______._ No.NE OR API'R'0Z MUVALENT AT EVERY _. RM°TE1c To MATE caNNEtn _ . 10' 0' 4' 0" FR_. _:: :::__ -_ - x - FRONT STOOP W/ ROOF ... ................. _----_:-- ROOF 15'-0"x14'-0" ( 10 SQ. FT ) ATTACHED SCREENED ...... ... ..._..... .......__ .... ._ .. ... ... .... - .... .. Affi P, PORCH PEt MAW/FAOnXZEffi sPECIunorlffi c ................ , ....... .....-... .. .... ..... ... oR APPROYEA EQ1/NAl9QT NQTALI.[t, �• I rr. 1 -0"x 14 0 OPEN, FIRST FLOOR WOOD DECK #. ,. . ...... .. TW3046 TW3046. TW3046 - TW3046 -1/8"x 3'-2-1/8"x 4' 81/2" RO 4' 81/2" RO 3'-2-1/8"x 3'-2-1/8"x N _ _ _ 4'-8-1/2" RO 4'-8-1/2" RO MAPRIOANEAW16095 -, INTERIOR TO INCLUDE 3- 1 /2 BATHS & 4 BEDROOM 3' 2 MANIRAOTUR®DY <r S 5MPS011 9TRON6-TIE r coN+fficTORS�,Ne. ''r 2-1-3/4"x11-7/8" HEADER TYP. N09A00A rpvyw r. 8'- PL. HEIGHT EOVWALEWAT k r CJERTr BERM TO U JDBT GOMIEGTtGN ( "`�.r '�-K•a piOKiNB cl: W W BOTH 9{DE9 W CI_ a- F Q UNFINISHED STORAGE 1 1 -5" 9'-�" 14'-5" t19E StMPffioN ZdAAx OR 410E OONES.TdL4 fn (n 1Ct INCREASE CO1@t0"�t RE5lSTANGE x O Ir LL w P1•M6`O .. O �w O 2-1-3/4"x11-7/8" RIDGE PasT CAP NAN PAGTUR87 ar SMlwo!! ANC NAROHhRE iNLON EOT ON v�- \- G Pt7ST GM MA"Acn•*W Err 804MM APMOVED TORS MODES.T BG6L= nE c-OMELT,7"NOOEL No.8c&a �N� = U O AS M¢C55PEGIG ATI4Y13 -I \ OR AFrW.OvW N NET O AS PIE MANXAGTIf@ffi SPEGMr ATi" Ili DOtlL1LL'PJ.IkbllE •a i AC-0 COLL" �C1.IkN RASE MANM'AGT'PW C1Y ffitl•MSON ffiTRON6-nE I J E J; ..J"'r�W9.Fb.f�A66.9R2 NSTALl.m IO'1'@i MANIFAOrURERS @j J 1' SPEG��unIX�9 aR APPRITIED ECYIMV.BIT (j) soraTueE N � LL BEDROOM #2 r BEDROOM #4 w il, .96'BB DN GRADe Mf1 i '—fN Q Oo < ... .. ..... U— � LL o Fli0 _..-__.._._._.............. - -.. ... z o o � l J a- COLUMN STRAPPING DETAIL c, 0 � � o _ x o _... ...... ........... . .. - 1 N x m Q N - RAIL TO CODE -----.___—_.___--.._.....-------------_..........--------___-- ---- .-------- ----- ----- _..--_... ......................... . . .. ........ .. ... __.._._._._..._.........._..._ _ i 2 I c WALL r 16'O.G. 3-1-3/4 x11-7/8" RIDGE w I o�� O w w SUPPORT SPAN AS NOTED f 16 6a.WIL STRAMN6 MANUFAGTUP= w h Or SIMPSON WRONG-Te 0014I5GTOR5 1 O O 1 v MCJDB,.No.G516 OR AF1kcvEn 50UtYALENT 9 2 14'-5" T N PLA I 3 1., 63„ 31.. - 1 2'-6"x6'-8" PD Rt_f kE'bT -64' 2 4 2 °°Tr°M i o j LL (A O' O w Q a I .... , .. co * FLOOR WEST LU H n LLI u LL _ Q I o fr �•" i o a O ..i. o ,._.... LLLL O +6, O o w O ,, a 1 U 8'• ; : Q : J :> U 16 ft.COIL SiRAPPW6 MANUFACTURED .. ... '� J = I } No.mPBON STRONS-TtE WRAICTORS O O Q O C -IN 16 OR APTROvwt?EflNVALEN7 STRAPPING TO Ee BEDROOM #3 BaTH1RM #2 Q gr THEM #3 :._. : > TSPIXtA TKcGDC c� > I I O o o w W UD ALL STS.I6 OG. .�..... a - . U Y K TRH t E ( � DETAIL 131' 11'-5" N 1, 0.. 1. � 10' 41. 1, N 7'-9' 1. 2 2 2 2 oI 2 - --�- - USE SIMFSOt Z-MAX OR W6 ccl+mCTOFzS IN TO WGREAS COR ROSION RROSION RESISTANCE FOR ALL MARDr1M IN UMECTiON 6'-0" a W/AGQ LLMBER. 1 ,.. y Tub WALL 5T'LOS 616Ol.. n 2-1-3/4"x11-7/8" HEADER TYP. 0:_ -!' ` 8'-0" PL. HEIGHT TW3046 TW3046 TW 2032 TW 2 32 i,e WA 283 ARCH,' : 1, -2-1/8"x 3'-2-1/8"x 2'-2 1/8"x 2'-2- /8"x 2,'"10-Si8"; X II co 4'-8 112" RO 4'-$-1f2" RO . .. .. . .,.,3-'4 ' RC3 _........................... ................_........................ „ .... - - -3' 0 7/8" RO 1 3' 0 /8" R I '-4 „ L L � L _. _ ._..__..._............... .........._....__._._.. ..................-..... ....... ......._...-.. .__...... - --- - - WM .............._.........-.---- ._------_-_----------_._.._.__. .__.._...............---............._..... I SCREEN D PORCH BELOW _ . . ..... I• j i ii SteFLOOR A"STRM'PIN6 TO Be I: I #'LOOK WSTALLIM A5 PER MA"AC 0115 DECK BELOW .........._....... .. ._....................... .. .. ........ Pt ATE NYS CODL° j SILL SPELIFIGATIONS AND . TERMITE SME ,fpr' 16 ba-STRAY TES tN:N/RAGTURM j BY 511aP50N STRONG-TiE GC7T0EGTOR,S FS7tAd>ATtGN ,•,-'. �,: ', j � : � No.C$16 OR APPFI'dYEb EQE1tVALENT. ........ . . .. I_, STRAP TO NAVE MiR 12"EEARJN6 ON THE STUD _....._.............._................. ................................._----------- _....._......_..._............_.._...............................-. ......_......._---_.__-___.______-__._..-------------- NR.AP lR�SILL RATE AT FGa/W7ATFCN- i:!.. _.................._..._....-_......................._....._.......__.____._... ....._.. Atg7 *Y45 STL ... .. ............ ... ................. .... . . ...... __ ... ............- _. .. ._..................._...... ...... „ MOM No. �f'90l1 5'T�ROIV�6T}@�•AGO t TOR3AGTURED . . APPROYFJ7 EGMJlV __..........._......_._._..... -........._..._.._.__......----..............._......._........._ rJEfit !i i BY 5 OR GAL Y,,,"Ni2"NOOKlf ANGHO4R BOLT W/m MIN�INTO G EW OF�RETE TE , _ fDUN AT- iON STRAPP1NG OF-TAIL P�ti.. : -.......... A 101 FOUNDATION PLA , . A- 102 FIRST FLOOR P _ t S ----------._..........................__.-....-_._..__.... ._.... _._....._............_........._.__ - 103 SECOND FLOOR t� LEI__._:._: b i " M{htoil -.-------------_--...--------.....---------__--_-_----.._ ...._..._.___...---...._-.._......_.........._..------. ... . ....... .......... ._. ..._._...__ � -A 104 EXTERIOR ELEV ' �`` �•'J `� _ . - NGE b± A- 105 SECTIONS BOLTS ' T STEEL'-0' ANCHOR, i 2 N D FLOOR PLAN 1 BOt.TS AT 5'-O" O.G.MAX, <� . MIN El"MM-ENT OF 1N 2ND FLOOR PLAN SCALE AS NOTED NOVEMBER 18 2018 ress 4 A 103 STAR I 3 OF 5 •`"* ermits draftingexpediting PO BOX 49 ANCHOP, 5OLT PF-TAIL JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 _ _ __ - - - . .....":... TW3046 .. . ...... ........."........-- ............... ... ................ _... ........._.._I._..."..."........... ..",- I... I I I 1-1111-1. ... .1...I.,... I.._.._._.............. ......_._... .1 .. .....1.1......... . . . . 1. . . . . I I.. ....... .._...... . _.. _ . .. . .... . 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I..... ."..__.. ._. __. .. ...._ . . .-, . - .. ..... .1 . ..__, .. .... _ . .... ... . .. .. .. . .... .. _ ... .". .... ......... ....... .._. .... ..".".". .."-_ .... .... ... . ...... .1.1.... _1..... ....".... ...._ ._._. ... . ..-. ......... ....", -.... ...._ . ... _ �� A 104 1 TART 4 OF 5 ��rm�'s ckaft:n cx�editinr SOUTH ELEVATION ( REAR ) PO-29 49 JOAN CHAMBERS s.,THoLD NY 1197 63,-z94_,-4, WEST ELEVATION (SIDE ) 1 /4" = 1'-0" POLENAS RESIDENCE 1 /4" = 1'-0" 1981 AUGUST LANE ORIENT N.Y. POLENAS RESIDENCE 1981 AUGUST LANE ORIENT N .Y. 3-1-3/4"x11-7/8" LVL RIDGE EXISTING: RESIDENTIAL SCTM# 1000-53-6-46. 1 ZONE R-80 7.8 ACRES 2X4 @ 16" QC RAFTER TIES PROPOSED: UNFINISHED ATTIC 36'-0"x36'-0" TWO STORY WOOD FRAME HOUSE 1296 SQ.FT. + 1296 SQ.FT. = 2592 SQ.FT. SOLID POST @ RIDGE SEE FLOOR PLANS FULL BASEMENT - NOT FINISHED ASPHALT/FIBERGLASS SHINGLES ROOFING FELT 112" PLYWD SHEATHING STORAGE AT ATTIC - NOT FINISHED 2X10 @ 16" OC RAFTERS 3/4" PLYWD. SUBFLOOR @ ATTIC 3/4" PLYWD. SUBPLOOR @ ATTIC ALUM. GUTTERS & LEADERS TO R-21 BATT INSULATION R-21 BATT INSULATION DRYWELLS TYP. 2-1-3/4 x11-7/8 LVL RIDGE- ATTACHED _ -r - 3} i, .�-.-�r.,T 1, } , r� r j s zxs @ 1s" GC CEIL. Jolsrs f t�. > 's<'. "4sf;;2X8 @ 161 OC CEIL. JQISTS r ;,�,,.>.,;s✓; ,}St,dr 'r,,�' rkt,.si 16' 0"x 2 0' 0" GARAGE 320 SQ FT GARAGE & STORAGE LOFT ABOVE NOT FINISHED 2X4 @ 16" OC RAFTER TIES 10'-0"x 4'-0" FRONT STOOP W/ ROOF ' ASPHALT/FIBERGLASS SHINGLES S ROOFING FELT TYP. INTERIOR PARTITION TYP. INTERIOR PARTITION 112" PLYWD SHEATHING UNFINISHED STORAGE SPACE 2X4@16" OC STUD WALL 2X4@16" OC STUD WALL 2X10 @ 16" OC RAFTERS 15,-0„x 14,-0„ ( 2 10 SQ. FT. ) ATTACHED SCREENED 112" GYP. BD. EACH SIDE TYP. 112" GYP. BD. EACH SIDE TYP. ALUM. GUTTERS & LEADERS TO DRYWELLS TYP. 1i PORCH ASPHALT/FIBERGLASS SHINGLES J� j # 5/8" FIRE-FATED GYP. 6D. / 21'-0"x 14'-0" OPEN FIRST FLOOR WOOD DECK ROOFING FELT _ @ ALL COM 10N WALLS�/ 1/2" PLYWD SHEATHING 2Y,18 @ 16" OC RAFTERS i TOP OF FL. @HSE. INTERIOR --------- OR TO INCLUDE 3 112 BATHS & 4 BEDROOMS 11-7/8" 230 TJI JOISTS @ 16" OC 11-7/8" 230 TJI JOISTS @ 16" OC 2-2X12 HEADER ON N 8" DIA .STRUCTURAL POSTS 14" JI 36 JOI TS @ i6" O. . j# 5-1/4"x11-7/8" PSL PAL PARALAM BEAM TYP. FLUSH) NEW WOOD SIDING AS PER OWNERS CHOICE I ;� NEW WOOD SIDING AS PER OWNERS CHOICE TYVEK HOUSE WRAP TYVEK HOUSE WRAP 112" PLYWD. SHEATHING 112" PLYWD. SHEATHING 2X4 @ 16" OC STUD WALLS TYP. INTERIOR PARTITION i 2X4 @ 16" OC STUD WALLS R-15 BATT INSUL. 2X4@16" OC STUD WALL 1/2" GYP, BD. @ INTERIOR ,I i 1/2" GYP. BD. EACH SIDE TYP. 5/8" FIRE-RATED GYP. BD. `{ @ ALL COMMON WALLS QD i S - 5/4x6 WOOD DECKING 5/4x6 WD. DECKING 2X8 @ 16" OC DECK JOISTS f 2X8 @ 16" OC ACC DECK JOISTS 2X12 ACQ LEDGER BOLTED TO HSE. STRAP JOISTS TO GIRDER R-30 BATT INSUL. _ -TOP OF FL. @ ESE. - - - - - 2X12 ACQ LEDGER BOLTED REINFORCED GARAGE SLAB TO HOUSE FRAME. I 2X6 ACQ SILL PLATE 3-1-3/4"xtt-7/8" LVL GIRDER - ANCHORED TO FOUNDATION 3-1/2" DIA STEEL COL. 2-2X12 ACG DECK G4 R -iR ANCHORED 24"x24"02" POUR. CONC. FTG. I 2-2X12 ACQ DECK GIRDER f TO 10" POUR. CONC.I PIEF$S SOME FOOTINGS VARY - SEE PLAN STRAPPED TO 10" CONC. PIERS I 24"x8" POUR. CONC.TTG$ 36 TGS @ i T-O" MIN. BELOW _ADE ON 18" DIA CONC. FIGS @ " MIN. BELOW GRADE F. SECTION # 2 8'-0"x8" POUR. CONC.FOUNDATION 1 /4" = 1'-0" 4" CONC. SLAB I SECTION # 1 1 /4" = V-0" REScheck Software Version 4.6.4 Compliance Certificate to Window 12:Vinyl/Fiberglass Frame:Double Pane with Low-E SO 0.340 3 SHGC:0.14 Window 12 copy 1:VinyVFiberglass Frame:Double Pane with Low•E 10 0.340 3 Project Polenas Residence SHGC:0.14 Window 14:Vinyl/Fiberglass Frame:Double Pane with Low-E 9 0.270 2 Energy Code: 2015 IECC SHGC:0.33 Location: Southold,New York Door 1:Solid 20 0.160 3 Construction Type: Single-family Door 2:Glass 42 0.270 11 11TEIT11111- Project Type: New Construction SHGC:0.26 Conditioned Floor Area: 0 ft2 Door 2 copy 1:Glass 42 0.270 11 Glazing Area 16% SHGC:0.26 Climate Zone: 4 (5572 HOD) Wall 2:Wood Frame,16"ox. 1,152 15.0 1,0 0.070 72 wa R'„�K ap°„ Permit Date: Window 15:Vinyl/Fiberglass Frame:Double Pane with Low-E 15 0.300 5 I Permit Number: SHGC:0.31 Window 15 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 15 0.300 5 Construction Site: Owner/Agent: Designer/Contractor: SHGC:0.31 1981 August Lane Joan Chambers 'Window 15 copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 15 0.3Do 5 Greenport,NY 11944 Press Start Permits SHGC:0.31 PO Box 49 Window 15 copy 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 15 0.300 5 BATHROCM n2 BATHROOM x3 Southold,NY 11971 SHGC:0.31 Window 15 copy 4:Vinyl/Fiberglass Frame:Double Pane with Low-E 15 0.300 5 SHGC:0.31 Window 15 copy 5:Vinyl/Fiberglass Frame:Dcuble Pane with Low-E 15 0.300 5 I ua SHGC:0.31 � I Compliance: 0.6%Better Than Code Maximum Lik 344 Your IJA: 342 Maximum SHGC: 0.40 Your SHGC: 0,29 Window 15 copy fi:Vinyl/Fiberglass Frame:Double Pane with Low-E 15 0.300 5 I The%Better or worse than Code Index reflects how close to compliance the house is based on code trade-off rules. SHGC:0.31 B DOES NOT provide an estimate of energy use or cost relative to a minknum-code home. rw•• . , Window 22:Vinyl/Fiberglass Frame:Double Pane with Low-E 7 0.300 2 SHGC:0.31 Envelope Assemblies Window 22 Copy 1:Vinyl/Fiberglass Frame:Double Pane withLow-E 7 0.300 2 11 A 101 FOUNDATION PLAN OFNEt�, SHGC:0.31 I ti .v Window 24;Vinyl/Fiberglass Frame:Double Pane with Low-E 9 0.300 3 I I A- 10 2 FIRST FLOOR P L _ (.1`H�J`f.`:�.2 r, BATHPOOM d i I KITCHEN PWD.RM LAUNDRY ROOM q, ',•�. -" - - - . Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,298 30.0 0,0 0.033 43 I / A- 10 3 SECOND FLOOR Ceiling 1:Flat Ceiling or Scissor Truss 1,298 30.0 0.0 0.035 45 I I / ^`� commpliance Statement: The proposed building design�described here Is consistent with the building plans,specifications,and other I A- 10 4 EXTERIOR E L EVA IPN avr; Wall 1:Wood Frame,16"o.c. 1,152 15.0 1.0 0.070 62 µm I w calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements In Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E is 0,300 5 REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. A- 105 SECTIONS SHGC:0.3117- Window 1 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E is 0.300 5 SHGC:0.31 Name- e Signature Date Window 1 copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 15 0.300 5 SHGC: co. 31 Window 1 copy 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 15 0.300 5 SECTIONS Ui SHGC;0.31 Windowcopy 4:Vinyl/Fiberglass Frame:Double Pane with Low-E 15 0.300 5 SHGC:0.31 SCALE AS NOTED NOVEMBER 18 2018 SHGC:0 Window 1 copy 5:Vinyl/Fiberglass Frame:Double Pane with Low-E 15 0.300 5 SHGC:0.31 Window 7:VinyUFiberglass Frame:Double Pane with LOW-E 9 0,300 3 ��(J►� SHGC:0.31 °""'"`"" A Window 7 copy 1:Vinyl/Fibergiass Frame:Double Pane with Low-E 9 0.300 3 105 TAKT SHGC:0.31 :°","st''°s'-F"" Window 7 copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 9 0.300 3 WindSHGCow .co PLUMBING RISER DIAGRAM Window 7 copy 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 9 0,300 3 � O SHGC:0.31 ermits draftin ex edifiin F 5 9 0.300 3 Project Title:Polenas Residence Report date: 11/21/18 Project Title:Polenas Residence Report date: 11/21/18 PO BOX 49 Data filename:C:\Users\QDust\Documents\Polenas\PolenasResChk.rck Page 1 of 2 Data filename:C:\Users\QDust�Documents\Polenas\PolenasResChk.rck Page 2 of 2 J OAN CHAMBERS SOUTHOLD NY 11971 631-294-4241