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HomeMy WebLinkAbout43038-Z c��FFaI�C Town of Southold 12/18/2018 :4 P.O.Box 1179 53095 Main Rd �'.�� �,ae►`s Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40102 Date: 12/18/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 18400 Route 25, Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-6-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/13/2018 pursuant to which Building Permit No. 43038 dated 9/13/2018 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: alteration and additions, including coverd porch and entry steps to an existing one family dwelling as applied for The certificate is issued to Roses,Dennis&Karen,Lee of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43032 11/2/2017 PLUMBERS CERTIFICATION DATED 9/17/2018n N lli m Grenjer ho ' e Signature o�saFEn TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE 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#: 43038 Date: 9/13/2018 Permission is hereby granted to: Roses, Dennis 65 Cardindal Dr Mattituck, NY 11952 To: Construct additions and alterations to an existing single family dwelling as applied for. Replaces BP# 40991 At premises located at: 18400 Route 25, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-6-1 Pursuant to application dated 9/13/2018 and approved by the Building Inspector. To expire on 3/14/2020. Fees: PERMIT RENEWAL $320.00 Total: $320.00 Building Inspector �goFFut,��oTOWN OF SOUTHOLD moo �y BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "oy . 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#: 40991 Date: 9/14/2016 Permission is hereby granted to: Roses, Dennis 65 Cardindal Dr Mattituck, NY 11952 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 18400 Route 25, Mattituck SCTM #473889 Sec/Block/Lot# 115.-6-1 Pursuant to application dated 8/26/2016 and approved by the Building Inspector. To expire on 3/16/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $641.60 CO - I ELLING $50.00 Total: $691.60 Building Inspector 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 I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. _ , ), -as- ayy(�, New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property:s �\_S Suffolk County Tax Map No__1000, SectionI S Block Lot p 1 _J Subdivision_'j, Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approv; Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ 50 Applicant Signature pF SOV�y®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 • �Q roger.richerl:Q-town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Roses Address: 18400 Route 25 city,Mattituck st: New York zip: 11952 Building Permit#: 14 Section: 115 Block: 6 Lot: 1 :e WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 28 Ceiling Fixtures 9 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures2 5 Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 26 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30A Emergency FixtureTime Clocks Disconnect 200A Switches 25 Twist Lock Exit Fixtures TVSS Other Equipment: 3- Combination Smoke/CO Detectors, 2- Bath Fans, 4- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: November 2, 2017 0-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road _ - Fax(631)765-9502 P.O.Box 1179 G•; `, Southold NY 11971-0959 AV _ BUILDING DEPARTMENT NOV 2 8 201 a TOWN OF SOUTHOLD s iJiJk IG DLr 60 'pOWN OF 50ITjjq gj'u4f EERTIFICAT-I-O-N Date: .� SIR Building Permit No. _ L110 a Owner: (PT-ease ) rint " _.____Plumber: - leaseprint) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. T_ (Plumbers Signature) -- Sworn to before me this")�& day of WkZ 'l 20� CONNIE 13.BUNCH Notary Public,State of Nevv York No.01 BU6155050 Notary Public, - _ Z'�ounty ®uafified in Suffolk County - - - Commission Expires April 14,2-90 1 I i I , a SOUjyo coulmmi� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 'A C DATE INSPECTOR �� OE SOU � ry �o� opo um,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC N [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE ICAL (FINAL) REMARKS: + Ov,Z ()Y M D f '1��V✓1 i ,Cry DATE 1114 INSPECTOR OE SOUlyolo ��'YOOUMY,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE - INSPECTOR�� SOFT OOURi'1,a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST I ] UGH PLDG. [ ] FOUNDATION 2ND [vf INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] �LECTRICAL (FINAL) REMARKS: d io fire, �'d, 0 k l k"6 Vl 1h 04so, eal� JW P70 RCA I N, r DATE 12 ?� INSPECTOR �'Af sot/4'io courm,N�' TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) � r r� � REMARKS: �" ' 4 -Cv 'p11- oil )r lox- V" coi DATE C INSPECTOR pE SObTyo�O cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) /J ELECTRICAL (FINAL) REMARKS: g,c DATE ��/ INSPECTOR x- *V sopl�o� # TOWN OF SOUTHOLD BUILDING DEPT. `ycoum, 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] GH PL13G. [ ] FOUNDATION 2ND [ IN LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 cot. roy4ri-, 0K - t v ir r„�,i N rr(/( 1 r r-b DATE Y°C INSPECTOR SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] SUL [ ] FRAMING /STRAPPING [ FIN �� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] 'CODE VIOLATION [ ] CAULKING REMARKS: z z (11 f:�MrAhr. hC*Al Z &9p rv� k�v or DATE j VL41 1018 INSPECTOR Charles W Southard Jr. Registered Architect 435 Bay Home Road Southold,New York 11971 Phone# (631) 471-5228 cwsarchitect@optonline.net January 6, 2017 D [EC�O'V[E DD Town of Southold Building Department JAN 2 4 2017 Town Hall Annex 54375 Main Road BUILDING DEPT. Southold, New York 11971 TOWN OF SOUTTHOLD RE: Renovations to Roses Residence, 65 Cardinal Lane, Mattituck Permit#40991 Dear Building Official I have examined the reinforcing bars in the footing, the wall buttresses, and the column footings, and the dampproofing on the foundation wall and top of footing and certify that this has been done in full compliance with the approved building plans &the New York State Residential Building Code, and find that all has been installed correctly. If you require additional information, please contact me. Thank you, Charles W. Southard Jr. �� 9 Registered Architect ll(^ k r 6 L }( '9j� 1430 �-oqq i Charles W. Southard Jr. Registered Architect 435 Bay Home Road Southold, New York 11971 Phone# (631)471-5228 cwsarchitect@optonline.net January 6, 2017 Town of Southold Building Department Town Hall Annex 54375 Main Road Southold, New York 11971 RE: Renovations to Roses Residence, 65 Cardinal Lane, Mattituck Permit#40991 Dear Building Official I have examined the dampproofing on the foundation wall and top of footing and certify that this has been done in full compliance with the New York State Residential Building Code, and find that all has been installed correctly. If you require additio formation, please contact me. Thank you, l Charles W. S r. �ti�,� S W'Z' Registered Architect P�,L co 1. w.SOG-'r , z � 21 YOF�'� 2'O D JAN 1 8 2011 TOWN OF SOUflIOLO A-0991 Condon E n&saftgs [P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonen g i neeri ng.com January 19, 2017 DFc�CF=OV[2 D , Mr. Mike Verity FEB 16 2017 Chief Building Inspector Southold Town Building Department 53095 Route 25 BUILDING DEQ- P.O. Box 1179 TOW"" �c.e„TMO LD Southold, New York 11971 Re:65 Cardinal Drive Mattituck Dear Mr. Verity: I inspected the rebar installed in the foundation footings and found it to be installed in accordance with the plans. I also inspected the anchor bolt installation and while not in accordance with the plans the quantity and spacing of the bolts installed are structurally adequate and acceptable. If you have any questions, please call me at 631-298-1986. Yours truly, E. ��' D �C��O `VC DD FEB 1 6 2017 EUMDING DEPT. TOWN OF SOUTHOLD i r 1 ,i 0. • �• r � r � �' FT lm� .• 11 - • 1: 1 Ilk IN5UL ATION PEA Y- J . 4VAI 10 LIN PUP IMAM e �' r/ 11 • meq_ 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 J TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 rr Survey ✓• SoutholdTown.NorthFork.net PERMIT NO. l Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application / Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Con Approved ,20 1 ail to: Disapproved a/c I l4)�- Phone:( ("I ZS Expiration ;20 D. P BuildingInspe r AUG 206 APPLICATION FOR BUILDING J;UILDINGDEPT' Date , 20 1 aOWN OF SOUTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue.a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. 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. ignature of applicant or name, if a corporation) GS cu-rJmiAL Nt. til t /qn (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (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 whJch proposed work will be-done: 5 ( �,. 11 ;Z H6—use—Number Street _ M '' "r Hamlet County Tax'Map No. 1000 Section J Block (-, Lot 0 1 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 \Q":7- �` i p c"icC b. Intended use and occupancy S 1'.3 L` ���,�y leis i N Cti,L 3. Nature of work (check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 1 ,50 o 0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor If garage, number of cars 0 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ,�y' to " Rear y p" Depth c�6'c) Height 1-1 ' U Number of Stories I _ Dimensions of same structure with alterations or additions: Front , ea `o 0 Depth a 6 O Height 1-1 , 6, Numbed tories I r Q 8. Dimensions of entire new construction: Front H 6 Rear u.1 Deptli 13`-f Height 1 -7 ' 6 ' Number of Stories �'?� 9. Size of lot: Front Rear ..Q >L . e6 ° Depth ADQ 'UML2' 10. Date of Purchase 1 ►q 1 ),001 Name of Former Owner �E�r�L 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES -NO Will excess fill be removed from premises? YES NO ✓ 14. Names of Owner of premises Qom-&jo+�, Ro�--�. Address 6,5 cr��Ji�AL >2 Phone No. La91r 15 2 i Name of Architect Address S ^TmPhone No (G31) d9K 15 K6 Name of Contractor Address i os ole Phone No. W\)';LC'I[-'s,0c'U 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--L/- * 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 IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF S being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the ow n-C V- (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. 'fRACEY L. DWYER Sworn t�vbefore me this N(DIARY PUBLIC,STATE OF NEW YORK day of 20_jj,_ NO.01 DW6306900 OUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2P)3 Notary Public Signatu e f Applicant �� • 'Scott A. Russell ` � � IM A\NA(G IE�\JUEN F SUPERVISOR U3 � ,� J SOUTHOLD TOWN HALL-P.O.Box 1179 4 �a� �a Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 .1/O J - � +t-u CHAPTER 236 ST ORIV VATER MANAGEME0e- iW ]D 2 9 2016 (TO BE COMPLETED BY THE APPLICAAUG 2 6 2016 AUG__ . DOES 'I'I-IIS PROJECT INVOLVE ANY OF `r]HEIIE 1~'O9&M DM. (CHECK ALL THAT APPLY) TOWN OF SOUTHOLD Yes No ❑ A_ Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or f illing 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 [2/ 100 feet of horizontal distance- D..' Site preparation within 100 feet of wetlands, beach, bluff or coastal erasion hazard area. ❑ED/E. Site preparation within the one-hundred-year f loodplain as depicted -- - --�-----_----------=en--E1��M�:p�-of�any-wat-e-rc--o-ursE:-------------- ------------- ---- --- - ---- - - -- - - �. . . F1 OR/F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces- if you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.0-T.M. �= 1000 Date APPLICANT: (Property owner,Design Professional,Agent,Contractor,Other) District 115 D I 1:7— ;�-1-6 NAME �E�tyr� J Section Block Lot ` r vR B 1 DiN G DLP:-RI'Mi NT USE U. I Contact Information: �(, 1 r�4 19 L S Reviewed By: _S4 ut Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. S rmwater Management Control Plan Not Required. '�M_ i(X N _�15 1 1 Stormwater Management Control Plan a Required (Forward to Engineering Department for Review) FORM ' SMCP -TOS MAY 2014 APPLICANT: S.C.T.M. #: 1000 CHAPTER 236 (Property Owner.Design Professional.Agent,Controctor,Other) bps \ 115, 016 Stormwater Management Control Plan CHECK LIST NAME. Section Block Lot w z S M C P -Plan Requirements: Provide ONE co of the Building Permit Application. Date: 4. The applicant must provide a Complete ff f not providing CGbI '1 �J j La f o� n all Information that has been Required by th bi �V "y,J Tcieylmn,Nun,Uer, fill I A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any Item, ease��r�vi e e ustificatioi el show all of the following iteiTts: If you need additional room for explanations, lease Pr vlagditlo Papel a. Location & Description of Property Boundaries b. Total Site Acreage, II GD- c Existing - Natural & Man Made Features within 500 L.F. EDI FSO of the Site Boundary as required by §236-1702). d. Test Hole Data Indicating Soil Characteristics& Depth to Ground Water. 64 not be lifnited to: e. Limits of Clearing & Area of Proposed Land Disturbance, I ' acked Slit Fencing;stabliftation f. Existing & Proposed Contours of the Site (Minimum 2'intervals) F=, ! Seedling eF exposed and7bir inactive soils. g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage Improvements & utilities, , h. Spot Grades & Finish Floor Elevations for all existing & proposed structures, , I Location of proposed Swimming Pool and discharge ring. co L 0 j. Location of proposed Soil Stockpile Areas). I k. Location of proposed Construction Entrance/Staging Area(s). 1• Location of proposed concrete washout area(s). I m• Location of all proposed erosion&sediment control measures. 2• Stormwater Management Control Plan must include Calculations showing t that the stormwater Improvements are sized to capture,store,and Infiltrate DRAINAGE INSPECTIONS ARE REQUIRED on-,iie the run-off from all Impervious surfaces generated by a two(T) inch i' Contact TOS Engineering-at 765-1560 before rainfall / storm event. R Provide Engineer's Certification 3. Details&Sectional Drawings for stormwater practices are required for approval. been installed to Code. Items requiring details shall include but not be limited to; a Erosion & Sediment Controls. I b. Construction Entrance & Site Access. c. Inlet Dt•ainage Structures (e•g,catch basins,trench drains,etc.) i d. Leach ing Structures (e. • infiltration basins,swales,etc.) I't)It USE ONLY Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Appioved By: — — — — — — — 1 =77 Stormwater Management Control Plan is Complete. Date- c3 !0 ! SMCP has been approved by the Engineering Department t I I FORM " SWCP Check List - TOS MAY 2014 SaUryDla , i Town Hall Annex Telephone(631)765-1802 54375 Main Road ax g p2 I P.O.Box 1179 G Q ro�er.richert .sown souftlold.ny.us •' Southold,NY 11971-0959 �O 1 i BUILDING DEPARTMENT TOWN OF SOUTHOLD � APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY. Date: f i Company Name: Name: (- License No.: (2- Address:Address: ' p �� C Phone No.: I- i i JOBSITE INFORMATION: (*Indicates required information) *Name: Qc)5,e_5 *Address: c ` *Cross Street: *Phone No.: / I i i Permit No.: ya _ Tax-Map District: 1000 Section: Block: Lot: *BRILF DESCRIPTION OF WORK(Please Print Clearly) i U rd/J 1 (Please Circle All That Apply) Is job ready for inspection: S NO Rough in Final *Do you need a Temp Certificate: . YE / NO Temp Information (If needed) � *Service Size: 1 Phase 3Phase 100 950 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 19 82-Request for Inspection Form �a '�s� 7r•J-'cz..„�' o��S�EEfJ(k�� Town Hall Annex Telephone(631-1802 54375 Main Road Fax(631) 734-9502 � 1L P_ O. Box 1179 Southold, NY 11971-0959,. r BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: - \� ,�--[ .- Location of Property. �, 15— ,"�_ � �ue � �. � l`lS Z Please take notice that the (check applicable line): New residential structure 0 / Addition to existing,residential sfrucfu-re ri Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) P-re-engineered wood construction (PW) ,? Timber construction (TC)'-Di-M L! i. :s I ONAL. 1_v�'A(be(L in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: - Name (person submitting this form): Capacity(check applicable line): a Owner Owner representative = TrussResReg15.docx Effective 111/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC PANTONC-- = - — —_— — DESiGNATION—OF CONSTRUCT iON (PMS) 9987 _- _ TYPE-BASED-ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE T— humom 2 MIDI. REFLECTIVE WHITE 1/2" STROKE _.-.---._.-----•------- ••:'IDESTGN 'i`POi��UCi`tfRAt -- COMPONENTS THAT ARE•OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS-AND,BEAMS'.; "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS ItsVFILt1 1ON SIGN .. CompliANCE 1/ l -I 19 WCRR PART 1,265t:-q et 0 CODES DTVI-SIo" EMPLE TRUSS IDENTIFICATION SIGN DATF-0810812005 -= NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND A D M I frI I S T RATIO N � ;U6P:cf2Tl•(ENT-d�.'t�Cf`= AND STORAGE OF ^^ TRUCTION SURVEY OF D TO THE LIMIT OF ARING SHOWN ON THE )VED PLANS. L 0 T 5 T OF ANY CONSTRUCTION ACTIVITIES, SCREEN OF 'AKED AT THEMUM LIMITOPENING OF CLEARING MAP OF TOWN ON THE APPROVED PLANS. MINED, ESTATES ED, REPAIRED AND REPLACED AS ;URE PROPER FUNCTION, UNTIL ALL NENTLY VEGETATED. SEDIMENTS FILE No. 4453 FILED SEPTEMBER 8, 1965 ,LL BE REMOVED AWAY FROM THE -AND LOCATION BEFORE THE SITUATE T OF ANY CONSTRUCTION ACTIVITIES, MATTITUCK :D STRAW OR HAY BALES SHALL HE BASE OF THE REQUIRED LT REQUIRED SILT SCREEN. THE I BALES TOWN O F S O U T H O L D ED AND REPLACED AS AS IS :R FUNCTION, UNTIL ALLOFTEN DISTURBED SUFFOLK COUNTY, NEW YORK ,ETATED. LIFE SEDIM NTSHTRAPPEDGBYUTHEUBALES S.C. TAX NO. 1000-115-06-01 )M THE BALES TO AN APPROVED E BALES THEMSELVES ARE REMOVED. SCALE 1 "=30' :SSED TWO TO FOUR INCHES INTO THE GROUND. SSED BY TRENCHING SIX INCHES INTO THE GROUND. OCTOBER 26, 2001 EMPTY INTO DRYWELLS SHALL BE INSTALLED NOVEMBER 23, 2001 ADDED SAW CUT )L DISCHARGES SHALL BE DIRECTED TO DRYWELLS. DECEMBER 12, 2001 LOCATED PORTION OF DRIVEWAY REMOVED BE CONSTRUCTED OF PERMEABLE MATERIALS AUGUST 22, 2016 ADD TOPO AND PROPOSED ADDITION 11TH DRAINAGE SUFFICIENT TO PREVENT RUNOFF 0 THE ROAD OR OFF—SITE. AREA = 25,515 sq. ft. kNCE RESULTING FROM THIS PROJECT SHALL BE 0.586 ac. : PERENNIAL GRASS, AND MULCHED WITH STRAW N OF THE PROJECT, WITHIN TWO (2) DAYS OF CERTIFIED TO: XPIRATION DATE OF THE BUILDING PERMIT, SHALL BE MAINTAINED UNTIL A SUITABLE COMMONWEALTH LAND TITLE INSURANCE COMPANY SHED. IF SEEDING IS IMPRACTICAL DUE TO CONTINENTAL CAPITOL CORPORATION JLCH SHALL BE APPLIED AND FINAL SEEDING ,THER CONDITIONS FAVOR GERMINATION � KAREN ROSES IS DEFINED AS A MINIMUM OF 85% AREA DENNIS ROSES •IGUOUS UNVEGETATED AREAS NO LARGER NOTES: VAYS SHALL BE RAISED SUFFICIENTLY AT THEIR 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM THE EXISTING ROADS, TO PREVENT RUNOFF EXISTING ELEVATIONS ARE SHOWN THUS:�M NTS FROM BEING DIRECTED OR DISCHARGED ONTO SE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, EXISTING CONTOUR LINES ARE SHOWN THUS:—— ——XX— —— — SHALL BE PLACED ACROSS THE DRIVEWAY OR F.FL. - FIRST FLOOR 1T THE ACCESS POINT ALONG THE ROAD. G.FL. — GARAGE FLOOR BUILDING CO VERA GE DESCRIPTION AREA % LOT COVERAGE STEEL OR WOOD POST (TYP.) EXISTING HOUSE T,495 sq. ft. 5.8% PROPOSED ADDITIONS 944 sq. ft. 3.7% r. PROPOSED PORCH 172 sq. ft. 0.7% FLOW TOTAL 2,611 sq. ft. 10.2% FABRIC SECURELY SIDE OF POST TOURS TO TYPICAL STORMWATER UNIT AFTER REMOVED (TOPS TO BE TRAFFIC BEARING) LOW (NOT TO SCALE) CAST IRON INLET FRAME k COVER (FLOCKHART #63518 TYPE 6840) FINISHED GRADE OR 6" THICK REINFORCED CONC. COVER 8"TRAFFIC BEARING SLAB HAY BALES 2"x2" STAKES (TWO EACH BALE) PIPE FROM ROOF GUTTERS N_ 8'-0" ACTED GRADE :ILL CRUSHED 3/4" — 1-1/2' STONE DRAINAGE b ALL AROUND INLET LEACHING RINGS m REINFORCED PRECAST CONC. " 3'-0' 4000 P51 ® 28 DAYS 3'-0" (min.) 4" (min.) BALES TO BE SET IN 4" TRENCH ELEVATION b HAYBALE BARRIER ® INLETS NI 'E v SEDIMENT&RTrk8L§ GALE) GROUND WATER e but not be limited to: DRAINAGE SYSTEM CALCULATIONS: tained Construction Entrance, ROOF AREA: 1,125 sq. ft. d Silt Fencing,stabilization & 1,125 sq. ft. X 0.17 = 191, cu. ft. exposed and/or inactive soils. 191 cu. ft. / X42.2 = 4.5 vertical ft. of 8 dia. leaching pool required PROVIDE (1) 8 dia. X 5 high STORM DRAIN POOLS PROPOSED 8' DIA. X 2' DEEP -DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: INSPECTIONS ARE REQUIRED _ )S Engineering at 765-1560 before, to!D 01 T 10 C4 fkL~ DPXI4( N A&& 15 ?%I✓Q V iPZe D if I Provide Engineer's Certification �}},�j �,�( is-n t,11� 12oex� 1--) L �o •ainage has been installed to Code. AFPROVAL.OF STORMWATER MANAGEMENT (CONTROL N -T n Cod er 236 Date: t 3 fo Approved by: 'ED ALTERATION OR ADDITION RVEY IS A VIOLATION OF 109 OF THE NEW YORK STATE Nathan Taft Corwin III LAW PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED THIS SURVEY MAP NOT BEARING BY THE LI.A.L.S. AND APPROVED AND ADOPTED SEALOR'S INKED SEAL FOR SUCH USE BY THE NEW YORK STATE LAND Land S u r v e y o r SEAL SHALL NOT BE CONSIDERED TILE ASSOCIATION. SLID TRUE COPY. OF NSjv INS INDICATED HEREON SHALL RUN 1E PERSON FOR WHOM THE SURVEY "Ilk 0 '+ D, AND ON HIS BEHALF TO THE ` Successor To: Stanley J. Isaksen, Jr. L.S. s. ANY, GOVERNMENTAL AGENCY AND Joseph A. In e no L.S. STITUTION LISTED HEREON, AND .�, p 9 9 ZIGNEES OF THE LENDING INS TI- 2TIFICATIONS ARE NOT TRANSFERABLE Title Surveys — Subdivisions Site Plans — Construction Layout ^• f PHONE (631)727-2090 Fax (631)727-1727 ENCE OF RIGHTS OF WAY {�� v OFFICES LOCATED AT MAILING ADDRESS ASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 SHOWN ARE NOT GUARANTEED. G N.Y.S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 1-535 SITE PLAN FOR KAREN ROSES STORMWATER MANAGEMENT NOTES: PAGE 1 OF 2 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION SURVEY OF MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. LOT 5 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF MAP OF U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. MATTITUCK ESTATES MAIN R O AD (N.Y.S. Rte. 25) THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL - mss -- -30 DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS FILE No. 4453 FILED SEPTEMBER 8, 1965 x30.3 _ x,mi_ -- - - - - TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE _ l - -- -- - SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE SITUA TE 30- - sp poi SCREED' IS REMOVED. MATTITUCK N 88008'20;'9.6E HO.00' EDGEMONT 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL Q� _ __ BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT -°��UTILITY POLE FOUND[ _. jj SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES TOWN 0 F S 0 U T H 0 LD FOUND CNO STOPPIGN - - - NC. MO SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS NO SLOP S�4 o.3'S 0.4' / NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED SUFFOLK C 0 U N TY, NEW YORK J� C / STOCKADE FENCE iJa oom AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE ,•I J 0.5' mzzo� OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES S.C. TAX No. 1000-1 15-06-01 000A ��� �J / �Nm SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED »- ' UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. SCALE -3O 318 0�N�6 Oj 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. OCTOBER Z6, 2001 x- 171V&Y 9" +j� a 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED NOVEMBER 23, 2001 ADDED SAW CUT ON THE PROPOSED RESIDENCE. DECEMBER 12, 2001 LOCATED PORTION OF DRIVEWAY REMOVED / W ` 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. AUGUST 22, 2016 ADD TOPO AND PROPOSED ADDITION oorn�X O �O�\v n` ST // B. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS �� I Ap.p��`O 29'bQe\�� \\ �FeNCE ROM BEING DSCHARGOR IF PAVED, BE IEDEONT/OTTHERRIOADEORUOFFISNTETO PREVENT RUNOFF AREA = 25,515 sq. ft. V 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE 0.586 ac. SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF CERTIFIED TO: hp FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, COMMONWEALTH LAND TITLE INSURANCE COMPANY 526' _ WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE 240':: 0.6::::::.x3x- VEGETATIVE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TOCONTINENTAL CAPITOL CORPORATION 1 Z . '' LOT O TIME Or YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING KAREN ROSES PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION AND GROWTH. DENNIS ROSES 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA ............ / 0i VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER NOTES: ({°� x\ ! :: THAN 1 SQUARE FOOT IN SIZE. / \ Pq TNG i 0:::::::. 1 \ I x2 5 A` lam+ A 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM p SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF \ I ...zrn EXISTING ELEVATIONS ARE SHOWN THUS: s \� OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO EXISTING CONTOUR LINES ARE SHOWN THUS:- - --XX- -- - 0 .r.........:......:......... y y Y0.0 THE ROAD. ANON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, m 30.0 / OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR F.FL. - FIRST FLOOR \ PRQP05ED 1 I }w ...::...... .... C \1 mom',.. .. G.FL. - GARAGE FLOOR STOOP z. ...::.:::::. : : CONSTF'UCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. 2 .; WERE FENCE / �oI Z ?E Yx :::::. ::::\ q ADDITION PROP. TEMPO Ry "" ASPHALT DRN AY I :.: N. IO = 2" / BUILDING COVERAGE GONSTRUGTID - -- ----- 1 - II I p 2.0'ro / WlAF7TE Wt1LL o Vt __4 o x2@ Z ENTRRNG Ln I / < DESCRIPTION AREA Y. LOT COVERAGE \ CJvtR PROH -n I"m� L" P � � m STEEL OR WOOD SPHALT WALK". .... ,- z 0 m m X54 \ J.O' I w OOD�xs I Z EXTRA STRENGTH FILTER FABRIC POST (TYP.) EXISTING HOUSE 1,495 sq. ft. 5.8% ?,y 0 m �'" u .G7-1 STEPS REO'D. WITHOUT WIRE MESH SUPPORT `\ m x 4 CONC. sIOOP- D I m to' MAX. O.C. SPACING PROPOSED ADDITIONS 944 sq. ft. 3.7% o / \ 1 M D 221 MANH LE DCOVEf Z W/ WIRE SUPPORT FENCE m m EGRESS 22.2 / S m W/O WIRE SUPPORTPFENCE PROPOSED PORCH 172 sq. ft. 0.7% �v 3 WINDOW / : � txj \ \ \ ,/ 527' - - LOW TOTAL 2,611 sq. ft. 10.2% IV \ 5X0'-� \ 26.3' - 7_1- - `� 22,t- / 2Z,2 -sem W 24 2 \ \ I Q _ HMN EY x \ \ \ A / x272 ^� \\ /23 x \ \ ��\ I x2761T - / / -- ATTACH FILTER FABRIC SECURELY \ TO UPSTREAM SIDE OF POST \\ ME l x275 0 -1777-71 / ..... FENCE l 0 //\\��\\/�\\/\\\/ SILT FENCE DETAILS ONOT TO SCALE \ \ `6(�RDEN \`Lfi STOCKADE PARALLEL TO SLOPE CONTOURS TO / C TYPICAL STORMWATER UNIT \STYE \\ I I� \� ENI FENCE NOTES: SILT FENCE SHALL BE PLACED 4' MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER (TOPS TO BE TRAFFIC BEARING) ENCE ND EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED (NOT TO SCALE) FFOU Z"I 6.3 2Z.4 SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW O Z 1 ERGREENS : O.L.N./S. CONC. MON. OFF-SITE TRANSPORT. CAST IRON INLET FRAME & COVER (FLOCKHART 063518 TYPE 6840) O.L.E./W. Z o I ` FINISHED GRADE OR 6"THICK REINFORCED CONC.1COV R � �oU �" 41 tNi N°' 1 3 3 9 2 36" HIGH POLE (MAX.) 6' TRAFFIC BEARING SLAB--,,. (maz) U1 V° o » `A/ STEEL OR WOOD POST U S 88008'20" YYFLOW HAY BALES 2"x2" STAKES PIPE FROM ROOF GUTTERS 00LOT © (TWO EACH BALE) B-0" -` FLOW 0 COMPACTED GRADE CRUSHED 3/4' - 1-1/2' STONE BACKFILL DRAINAGE o ALL AROUND stop INLET LEACHING RINGS 2 >�\\\/!/\ ;.,. .'.' � / io REINFORCED PRECAST CONC. 4000 PSI 0 28 DAYS V-0" /\ \\/� 4" X 6" TRENCH (min.) 4" (min.) W/ COMPACTED F BACKFILL BALES TO BE SET IN 4" TRENCH TRENCH DETAIL• ELEVATION o E (NOT TO SCALE) HAYBALE BARRIER ® INLETS (NOT TO SCALE) GROUND WATER DRAINAGE SYSTEM CALCULATIONS: 50' MIN. ROOF AREA: 1,125 sq. ft. OR TO BE SUFFICIENT TO 1,125 S ft. X 0.17 = 191 cu. ft. KEEP SEDIMENT ON SITE q' NOTES: I HAY BALES AND 191 cu. ft. / 42.2 = 4.5 vertical ft. of 8' dia. leaching pool required TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS < SILT FENCING REGRADING do VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. a PROVIDE (1) 8' dia. X 5' high STORM DRAIN POOLS TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. o VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT o I \� PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH p +(4 z `-✓ APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. Q ----------------- AND REQUIRED PERIOD OF USE. 2 O a o SLOPE OR LESS Of I QN� 1 STABILIZE ENTIRE PILE WITH VEGETATION OR COVER HAY BALES AND/OR SILT FENCING y %1/ 1 y PLAN VIEW UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION OF THE NEW YORK STATE PREPARED IN ACCORDANCE WITH THE MINIMUM Nathan T of t Corwin i i i EDUCATIONN LAW. STANDARDS FOR TITLE SURVEYS AS ESTABLISHED y y .ji y •11, ill 11, 14, y `L COPIES OF THIS SURVEY MAP NOT BEARING BY THE L.I.A.L.S. AND APPROVED AND ADOPTED EXISTING GRADE THE LAND SURVEYOR'S INKED SEAL OR FOR SUCH USE BY THE NEW YORK STATE LAND Lan d Surveyor 14, 14, ROAD EMBOSSED SEAL SHALL NOT BE CONSIDERED TITLE ASSOCIATION. .,` TO BE A VALID TRUE COPY. or, HAY BALES Al SILT FENCING �%a' CERTIFICATIONS INDICATED HEREON SHALL RUN r�'� r CONSTRUCTION ENTRANCE BASE OF ONLY TO THE PERSON FOR WHOM THE SURVEY . '�TC Q^ \` COMPACTED 3/4" STONE BLEND Q 4� Successor To: Stanley J. Isaksen, Jr. L.S. OR N.Y.S. D. IS PR O.T. APPROVED R.CA PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingeno L.S. FILL TO 16" MIN. ABOVE EXISTING TITLE COMPANY, GOVERNMENTAL AGENCY AND .1,. P 9 9 GRADE TO ALLOW FOR DRAINAGE LENDING INSTITUTION LISTED HEREON, AND ?' � fw STRAW BALES OR SILT FENCE CROSS SECTION TO THE ASSIGNEES OF THE LENDING INSTI- �; �_ C Title Surveys - Subdivisions - Site Plans - Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. �; PHONE (631)727-2090 Fax (631)727-1727 TEMPORARY CONSTRUCTION ENTRANCE SOIL STOCKPILE (NOT TO SCALE) THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS (NOT TO SCALE) / •, \_ 1586 Main Road P.O. Box 16 AND OR EASEMENTS OF RECORD, IF a.�,:7 j ANY, NOT SHOWN ARE NOT GUARANTEED. _: Jamesport, New York 11947 Jamesp ort, New York 11947 `��; Y.S. Lic. No. 50467 _..�� 21-535 CCDES OF TOWN CODES NE L7 I-- L-J DAT'71-L-4 FE Z,1,P-L,,,�NGEOARD BU NOTI - 765-1802 F,i,M TO 4 FV F2, FOLLOWIt,,,ri INSPECTIO�';S: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAM!NG & PLU!,1F'NG 3. INSULATION rA AJT�t -ro(-V� N) y 4b r r r,1� r F e-% 4. FINAL - CONSTRUCTION MUST UY OR BE COrj1PLETE FOR C.O. FUL ALL CONSTRUCTION SHALL MEET THE u" ,"INVil" REQUIREMENTS OF THE CODES' OF NEW ITIFICATE YORK STATE. NOT RESPONSIBLE FOR MUT CEP DESIGN OR CONSTRUCTION. ERRORS. -',NOY I T!F T77 7j—)j 7, OF OCCUP,' Y 7T Jlii it RDING REQUIRED 7 "�- Nih-'15 ?0?JN;L-, -T-Fluss PLAC El Seo I.X.3GII)c I z1t T-7�c. OL 14 (ryP PLUMBER C,[--RTI!--IC,4i-IQN TE fvT BEFORE Lv L, ON LEAD CON' PLUMBING CERTIFICATE OF 0"'3"CUPANCY —D ALL PLUMBING WASTE � -0 ''I ir,!A TER WA SOLDEP U'��- .:,,I,'`'' SUPPLY SYS TV!,- --"/A1,1N0T 14 0 --4 I ' � ` ~ � - .,.� .gyp, r.}x.w 5 ) ,i3 i L 3d d 610 -rcf- (-ryp) Rptvj I 01 T �—j to--Nu to(a 0 116 OVID 16� 4Wd 54% C-�l lid 2. 1 N k It C ell= Z640 2b3v (p01013 SLIOFM 0 W 200 �myusm 2469 Ale IL Nj rp - - 7: 7:- -Z :1 k1 07 -e IV%tru g i H AS'rOL 'SOD 10 vi \j — i J 0 ------ -1 p I bw 0 ri - I SVA N Car 000T ? "L-30 6 50 • ro 3014(0 --� 7 0 0 JA AA, NEW 4-;p%jgm0 2-19 e Rk re, CIT. I 61 E. )TI A� ED 100 w nj t qLSTA9 MPSON SPH4 I, TRAP CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GENERAL NOTES GROUND WIND SEISMIC WEATHERING FROST TERMITE DECAY WINTER ICE SHIELD FLOOD 1. OCCUPANCY CLASSIFICATION - RESIDENTIAL GROUP R-3 CONTINUOUS LOAD PATH SNOW SPEED LINE DESIGN UNDERLAYMENT HAZARDS as per AFPA WCFM-95 LOAD DEPTH TEMP. REQUIRED 2. THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND qY ROOF TO WALL WOOD FRAMING NOTES DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR Simpson Strong-Tie 2'psf 120 mph 8 SEVERE 36 in. MODERATE SLIGHT 11°F YES TO CONSTRUCTION. 1. ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH(N)WITH THE FOLLOWING H2 Connector 5-1 Od each Rafter TO TO T SI SON sent, HEAVY MODERATE MINIMUM SPECIFICATIONS: 5-10d each Stud 3. BUILDING HEIGHT-16' FB=825 PSI WALL TO WALL - FV=95 PSI LFTA Connector Typical Window and Door - - '- 4. SQUARE FOOTAGE-Existing 1,382 sq.ft.-Proposed 1,056 sq.ft. Total 2,438 FC PERP=625 PSI ,.. E= 1,600.0PSI -- -- 4-8d each Stud 5. TYPE 5-WOOD FRAMED CONSTRUCTION TO BE UTILIZED. WALL TO RIM JOIST Header Strapping Detail 2. ALL CONNECTORS,STRAPS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL. DESIGNATED CONNECTORS,STRAPS,ETC.ON THESE DRAWINGS ARE 20 Gauge Strap 4-8d each Stud Each Corner SIMPSON UNLESS INDICATED OTHERWISE. ALL CONNECTORS,STRAPS,ETC.ARE TO BE 4- P-LSrA,e 8d Rim Joist NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. ��!-_` NTS 3. ALL FLOOR SHEATHING IS TO BE'/,"CDX TYPE PLYWOOD WITH AN APA SPAN RATING OF SILL TO RIM JOIST 48/24. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO THE FLOOR JOISTS. LTP4 Connector 6-8d Rim Joist 4. ALL NON SHEAR WALL SHEATHING IS TO BE 1/2"APA RATED EXPOSURE 1 PLYWOOD AND 6-8d Sill SHALL BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE SHOWN ON THE DRAWINGS. POST TO BEAMo ELECTRICAL NOTES 5. SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR AND ACE&AC6 Connector s:",.o" Ps 10-16d to Beam-ACE 1. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A CERTIFIED ELECTRICIAq. CEILING JOISTS. 10-16D to Post 2. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL 6, BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. 14-16d to Beam-AC6 14-16d to Post ELECTRICAL CODE. 3. ALL SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH NFFA,72 AND 7, ALL WALL SHEATHING IS TO BE 15/32"APA RATED EXPOSURE 1 PLYWOOD AND SHALL BE BEAM TO WALL SI LOCAL CODES. NAILED WITH 8D COMMON NAILS 6"0/C EDGES AND 12"O/C FIELD. LUS 26(2)Connectors iMpson LSTA30 Ridg Typical Wall and INSTALL SMOKE DETECTORS IN: 3-8d to Beam Sfrap at each Rafter Sill Strapping Table 3.1 Nailing Schedule(Wood Framed Construction Manual 1995 SBC High Wind Edition,Page 110) -ALL BEDROOMS 8. DOUBLE JOISTS ARE TO BE INSTALLED BELOW ALL PARALLEL WALLS. 3-8d to Wall Detail -UPSTAIRS HALLWAY 9. WALLS ARE TO BE FRAMED WITH 2X4"STUDS SPACED 16"0/C UNLESS INDICATED Joint Description Numt>ProiNails NailS�ng_ -FAMILY ROOM POST TO FOUNDATION _. - ROOF NAILING OTHERWISE. ABU 44&ABU66 Anchorper 4. THE DETECTORS ARE TO BE WIRED TO THE BUILDING'S MAIN ELECTRICA SERVICE 12-16d to Post - r Ceiling Joist st Plate(Toe nailed) a-8d each l p Ceiling Joist to Top Plate(Toe-nailed) 4.8d per joist Ceiling Joisl to Parallel Rafter(Face-nailed) 8.16d each lap AND BE EQUIPPED WITH BATTERY BACK-LIP. 2'/z^dia.thru bolts Ceiling Joist Laps Over Partitions(Facnnailed) d each lap 5. THE DETECTORS SHALL BE WIRED SO THAT OPERATION OF ANY SMOKE GENERALNOTES 2-8d each end DETECTOR SHALL CAUSE THE ALARM TO SOUND AT THE OTHERS. RAFTER TO LEDGER BOARD BCollarT'�etoRafler(Tce-nailed) 2-tod per tie (2)L50 each side of Rafter -tBlocking to Rafter(Toe 2-e 6. CARBON-MONOXIDE DETECTORS SHALL BE INSTALLED ON EACH FLOOR F THE 1. OCCUPANCY CLASSIFICATION-RESIDENTIAL GROUP R-3 6-10d x 1 '/�" i V RimBnardroRafler(End Nailed) 2-1se eac end BUILDING IN ACCORDANCE WITH SUFFOLK COUNTY SPECIFICATIONS. 2. THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY WALL FRAMING ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO LEDGER BOARD TO WALL � • Top Plates at I Top Plate to Top Plate(face-nailed) 2-16d(1) per toot DISCREPANCIES Stud to Stud Face-near led) -nailed) 2.166dd 24 ceachslde 5/8"dia.Leg bolt-16^o/c . >kN 1j i ( ) CONSTRUCTION. into Solid Framing va Header to Header(Face-nailed) 16d 16'o.c.along edges 3. BUILDING HEIGHT-16' RAFTER TO BEAM -T7Top or Bottom Plata to Stud(End Nailed) 2-16d per N4 stud 4. SQUARE FOOTAGE-EXISTING 1,382 SQ.FT.-PROPOSED 1,056 SQ.FT.TOTAL 2,438 H7 3 8d each Rafter 3-16d per x6 stud 3-8d each Beam � • a-16d per 6 stud 5. TYPE 5 WOOD FRAMED CONSTRUCTION TO BE UTILIZED. DECK JOIST TO BEAM Bottom Plate to Floor Joist,Band Joist,End ost 2-16d(1,2) perfoot H 2.5 A 4-8d to Deck Joist or Blocking(Toe nailed) FLOOR FRAMING 4-Sd to Beam Joist to Sill,Top Plate or Girder(Toe-nailed) 4-13d per joist RIDGE TENSION STRAP 1 Bridging to Joist(Toe-nailed) 2-8d each end Blocking to Joist(Toe-nailed) 2.8d each end 1 '/," 20 Gauge Strap y/ Blocking to Sill or Topp Plate(Toe-nailed) 3-16d earl I block 6-8d each Rafter 2 Ledger Strip to Beam(Face nailed) 3-16d eac I joist Design Loads . Joist on Ledger to Beam(Toe-nailed) 3-8d per joist Band Joist to Joist(End-nailed) 3.16d per ist - Roof- Live Load -20 psf > �(y Band Joist to Sill or Top Plate(Toe-nailed) 2.16d(t) per foot ,r y - • ROOF SHEATHING - Dead Load) - 15psf -N _ -J • • Structural Panels ed (Detalsncets) 3 " N = CEILING SHEATHING - 1s' Floor Live Load -40psf - I r �'"� r 1 v Gypsum 5d Wallboard coolers 7'edge/10'field Load - 15psf ,NCr 41�. VS WALL SHEATHING -Wind Loadls- 120mph-ASCE-7 '' q p Structural Panels Bd sedge/tz•feld p 't-C�C2PAN& 1��fi��1► ldMWFRS- Method 2 �i Component and Cladding qGypsum Wallboard 5d coolers rxtge e `� t� x FLOOR SHEATHING WFCM Table 3.8 t Simpson MTS-30 Rafter Tie Detail Structural Panels �` 1'or less 8d Wedge 172'field (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is nailed 3' on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain bad path. (2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be i teduced to 1-16d nail per foot. I R D C-l' Z• Z 2x10 Zx6 C-5. t5'1 r S1 IN L V- V L�NIINvLrtA d - a.t I i t -15 CIX fS fwit 1 CT I 25'' X1.'9' [ � �'' .t.,. . �_�°� �,, , �v .--�- -- -f,- - - - - • - - - - - - - - p S%UL- " z z t Au. /6 - � I 3 • I NocZ-t-�-1 �l.�Vr�► oN - its, _ 4" Fill SLA16 ■ uN�'S�� Si°"'�" Nailinq Zones for Roof Sheathing in 120 MPH Peak Gust Wind Zone Zone 1 Zone 2 Zone 3 �, C_�� C:> � � .... � � 4, 1• ,. Field 6 O.C. 12"O.C. 4"O.C. �� �•�°",,.. �� �.� L Panel Edges 6"O.C. 6"O.C. 4" O.C. Nailing Requirements for 120 MPH 3 Sec.Peak Gust 2"Thick Roof Sheathing with 8d Common Nails FE �tt� . Roof Sheathing Nailing Details. SCALE: 118"= 1'-0"