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HomeMy WebLinkAbout38445-Z �'~>• Town of Southold Annex 9/29/2014 F0( P.O.Box 1179 =E; 54375 Main Road t •i Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37175 Date: 9/29/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 7070 Indian Neck Ln, Peconic, SCTM#: 473889 Sec/Block/Lot: 86.-7-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this ofliced dated 10/1/2013 pursuant to which Building Permit No. 38445 dated 10/24/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered front porch and deck with outdoor shower stall as applied for. The certificate is issued to Cukor,Gregory (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-08-0050 9/22/2014 ELECTRICAL CERTIFICATE NO. 38445 7/1/2014 PLUMBERS CERTIFICATION DATED 9/9/2014 George,Berry, Jr. Autho ' ignature TOWN OF SOUTHOLD fat BUILDING DEPARTMENT TOWN CLERK'S OFFICE ��a! � gaol,•. 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#: 38445 Date: 10/24/2013 Permission is hereby granted to: Cukor, Gregory 5913 Meadowood Rd Baltimore, MD 212122436 To: Demolition of an existing single family dwelling and construction of a new single family dwelling as applied for per Suffolk County Health Department, NYS DEC and Trustee approvals. At premises located at: 7070 Indian Neck Ln, Peconic SCTM # 473889 Sec/Block/Lot# 86.-7-6 Pursuant to application dated 10/1/2013 and approved by the Building Inspector. To expire on 4/25/2015. Fees: DEMOLITION $565.30 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,248.40 CO - L G50.00 Total $ ,863.70 Buil ' g In ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: -70-10 can hreck Ia $ Poo" i.G House No. StreetHamlet Owner or Owners of Property: �'�. LtV�6 //��Gi l U k0(r' Suffolk County Tax Map No 1000, Section to Block 7 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ pplicant Signature *pF SO�jyOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road t/1 Fax(631)765-9502 P.O.Box 1179 �� roger.riche rt(a-b-town.southoId.ny.us Southold,NY 11971-0959 Q �yPAOUNV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Gregory Cukor Address: 7070 Indian Neck Lane City: Peconic St: NY Zip: 11958 Building Permit#: 38445 Section: 86 Block: 7 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat gas Duplec Recpt 65 Ceiling Fixtures 12 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 31 Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 19 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliancesr54 Dryer Recpt 1-30 Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 1-exhaust fan, 4-paddle fans Notes: Inspector Signature: Date: July 1 2014 81-Cert Electrical Compliance Form.xls Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 ��O a�� Telephone(631)765-1802 Southold,New York 11971-0959 1 `t► BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION C/Date: 6 Building Permit No. _ Wo Owner: l"'l o V-- ease print) Plumber: e<-e- (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. {Plumb 1gA8ture) Sworn to before me this_ day of , 20_� � 0A1QQ 6i Suffolk rovnBDl� //�� 340 Doenlbw3a, Notary Public, S �t�_County r w S A M U E L S & S T E E L M A N November 21, 2013 Southold Town Building Dept. Town Hall Annex ;1J Southold, NY 11971 - - NOV Re: CUKOR RESIDENCE 3 BP# 38445 Dear Sir/Madam, I have inspected the installed foundation and have found it to comply with the drawings and specifications. It has been parged appropriately as well. It is ready for installation of dampproofing. (�OF NEW Y C��.PS C. S q4 j G� EKED�RGNX� Tom a s ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631)734-6405 FAX(631)734-6407 'All -10 S A M U E L S & S T E E L M A N November 26, 2013 Southold Town Building Dept. Town Hall Annex Southold, NY 11971 Re: CUKOR RESIDENCE BP# 38445 Dear Sir/Madam, I hereby certify the foundation at the above referenced project, including the steel reinforcing and the concrete. It has been inspected and have found it to comply with the drawings and specifications. It has been parged appropriately as well. It is ready for installation of dampproofing. �P(E OF NFtV ZG�PS C. 3q��Q� DAR NX�G Tom Samuels J1�� 2013 i i! i i ARCHITECTS 2523.5 MAIN ROAD CUTCHOCUE, NEW YORK 11935 (631) 734-6405 FAX(631) 734-6407 "! � 0.11►` y0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [V r DATION 1ST [ ] ROUGH PLEIG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C -�•� . w 10 DATE 1112--2--113 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [pT FRAMIN =TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: - DATE INSPECTOR _ �I OF SOUIya TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: L7 L 1b' (-j A 00 ofDATE �' INSPECTO pF SO(/jyo� G C TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] R GH PLUMBING [ ] FOUNDATION 2ND [ INSULATION -/� �`"3� [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ IRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [Vrl6AULKI G REMARKS: 0 � DATE INSPECTOR rjv so room, TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION I FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: iax-64- DATE I N SPECTOR"' fjf 3 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRI.ICTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: r 6 DATE . I NSPECTO:Rz� i. sSOF So(/l�, /+ is TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND =LATION FRAMING / STRAPPING [ [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: c DATE INSPECTOR I WAWA 9 L� Z .:M:; FMA P Com'' ► %1'�ri � . + MEA = .9M*MMA l r I_ _I -------------- --ADDrrIONAL COMMNTS / AW�AN ' `'' ©AR .WN 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 Flood Permit Examined '20 Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expi a 5 r I j Bui nspect PLICATION FOR BUILDING PERMIT Date ,20L3 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. RMA Ezw (Signafure of applicant or name,if a corporation) iA L&� , a (Mailing address of applican State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises d tj1 UGty� a �1,t, I'�C(r' (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. (�erw W Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed w rk.will be done: 10 o v�d.ia, ,1V�cte LI Aty Pee t CJ House Number Street Hamlet County Tax Map No. 1000 Section Block Lot �0 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intndec Ilse ar}d occupanc of proposed construction: a. Existing use and occupancy k j Ixi MW IL ja b. Intended use and occupancy sa.('" 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work �./ (Description) 4. Estimated Cost 1 (000, 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 0j% Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. A/A 7. Dimensions of existing structures, if any: Front J�Ig. Rear 33 Depth Height ;10 4, Number of Stories IV?, str'�P.S Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 41 Rear :JA Depth 40 (l, Height Number of Storiesiuy vY iD0.Sej1�,� 9. Size of lot: Front I a` 5 Rear 1Z, Cq ft , Depth (C.Q 6, J 5 10. Date of Purchase Name of Former OwOwner11. Zone or use district in which premises are situated P 4o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO -vl Will excess fill be removed from premises?YES Y NO 14.Names of Owner of premises.. r Address fxF.tft l Phone No. 4o 34o cTW ( Name of Architect Address i Phone No Name of Contractor A.vk� Address Phone No. 7&S (54 c� 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 OF, T l f7UY1 n c1 K q IM (.L e S being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn tq before me thisn+,C qday of ­, 20 ATRICIA RICHARDS State of NOWAfe* IN Notary Public No. OI RISO42467 Signature of Applicant Qualified in Suffolk County Commission Expires May 30,,2MR— � I� ti BOARTOWN TRUSTEES NEW YORK r, w PERMIT NO.8293DATE: SEPTEER 18.X013 z ,Ta r ISSUED TO: GREGORY IL CUKOR PROPERTY ADDRESS: 7070 INDIAN NECK LANE3{PECONIC S `_#86-7-6 AUT14ORIZATION Pursuant to the.p�avisiona ha 2l af; ti .Town Code of the Tp n of qld and is r 2 # ordance with the Resolution of the Board of` rdoeds°adopted at the ineeting helot,n t b 13, , "anjim. . -consideration of application feeJwtI%ruin of$ 3 0 paid by Samuel 'k Steelman Archi ects an4 ,rt Mtto the Terms and Condition stated in the Resolution,the Southold Town board of Trustees ies and per►nitsthe follh Wetland Permit to demollsh e�iStiTtg dwelling and abandon existing-sanits ry`system and .: construction new two-story dwelling with an approximate footprint of 1,760 square feet; new sanitary systeni'16 be installed landw'ard}bdf divelfiAg;a line dr"t9k6d fiat'bales with,gilt°fen`c'ing td be installed prior to and during construction; installation of gutters to leaders to drywells on dwelling to contain roof runoff and in accordance with Chapter 236 of tNt`P`6*n Code;new pervious driveway; construction of a timber and vinyl approximately 12MA'long retiijoing:wall reinforced with battor..pMes to.be;located approximately 12' landward of existing bulkhead wi#x&n-ppproximately,,12'-15'rto,n on a &,side of property,and tie into neighboring retaining wall on west side; place approximately 200 cubic yards of cl b kfill behind retainin w re- a tablish.a non turf buffer on thebank hP}ween the I> t3�s t 't"'r .. Zes -S J l t Jrt"ITS :',r '�` �7 ba pax. and retaining wall; repair the exis �� { ,wide Timber stags from top of bank to retaining wall connected to a proposed 3bt. way` Q' the top of the tet?alnlnjwvMl to 2036"'Wlde'*vood t W"d stMr to the bottOt�t i�1 e ret f i ' V>S'Il�vhere it will'lbrffte t�Ca tt36b'' idlew'nik,0ay to the existing Stairs'to beach off bdlklre*d;'and-4§d,6 iWil on the site pian prepared tfy Samuels&'Steelman Architects,last dated August 23,2013 and stamped approved on September 18,2013. _ r IN WiTNC599=WW8Rt6 ,thdisaid%*&6f1t'stees hereby caltsft Its Cot-pordto Seal to affixed and,thdit presents to-be subscribed by X4114jority oftW said Board as of this date. S11F * , John M. Bredemeyer III, President �*0� S�Ujy� Town Hall Annex Michael J. Domino,Vice-President �O l0 54375 Main Road P.O.Box 1179 James F. King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G Charles J.Sanders,Trustee 'Q Telephone(631)765-1892 Fax(631) 765-6641 ,oU�' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1013C Date: July 21, 2014 THIS CERTIFIES that the demolition of existing dwelling and abandonment of existing sanitary §ystem;construction of new two-story dwelling(11 760sq ft footprint);new sanitary system installed landward of dwelling;gutters to leaders to drywells•pervious driveway, 128.6' long retaining wall with batter piles located 112' landward of existing bulkhead with 12'-15'return on east side of property,200 cy of backfill behind retaining wall and re-vegetation;non-turf buffer on the bank between the bulkhead and retaining wall;repairs to existing 36"wide timber stairs from top of bank to retaining wall connected to a 36"wide walkway to the top of the retaining wall to a 36"wide wood stair to the bottom of the retaining wall connecting to a 36"wide walkway to the existing stairs to beach off bulkhead At 7070 Indian Neck Lane, Peconic,New York Suffolk County Tax Map # 86-7-6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 22, 2013 pursuant to which Trustees Wetland Permit#8293 Dated Member 18, 2013,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing dwellinp,and abandonment of existing sanitary system;construction'of new two- story dwelling(tl 760sq ft footprint);new sanitary_system installed landward of dwelling:gutters to leaders to diMells;pervious driveway, 128.6' long retaining wall with batter piles located 112' landward of existing bulkhead with 12'-15' return on east side of property 200 cy of backfill behind retaining wall and re-vegetation;non-turf buffer on the bank between the bulkhead and retaining wall;repairs to existing 36"wide timber stairs from top of bank to retaining wall connected to a 36"wide walkway to the top of the retaining wall to a 36"wide wood stair to the bottom of the retaining wall connecting to a 36"wide walkway to the existing stairs to beach off bulkhead. The certificate is issued to GREGORY R. CUKOR owner of the aforesaid property. Authorized Signature New York State Departm%—i of Environmental Conserv on Division of Environmental Permits, Region One SUNY at Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 - FAX: (631)444-0360 Website: www.dec.state.ny.us - Alexander B.Grannis Commissioner LETTER OF NON-JURISDICTION TIDAL WETLANDS ACT September 17, 2008 Greg and Martha Cukor 5913 Meadow Road Baltimore, MD 21212 Re: Application#1-4738-03855/00001 7070 Indian Neck Lane, Peconic S.C.T.M. #1000-86-7-6 Dear Mr. and Mrs. Cukor: Based on the information you have submitted,the Department of Environmental Conservation (DEC)has determined that the property landward of the"Top of Slope"line, as shown on the survey prepared by John C. Ehlers on May 16, 2006 last revised July 16, 2008, is beyond Tidal Wetlands Act(Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661)no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area)or erecting a temporary fence,barrier,or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. incerely, Laura J. Scovazzo Permit Administrator cc: Samuels&Steelman NYSDEC, Marine Habitat Protection file(kao Scott A. Russell ���,°SUFr-� James A. Richter, R.A. SUPERVISOR Michael M. Collins P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOLTTHOLD.NY.US �'� > JAMIE.RICHTER@TQ44W SOLUIIDJ n -U� Office of the Engineer g Town of Southold OU 24 2013 STORMWATER MANAGEMENT CONTROL PLAN REVIEW-f- T ( TO BE COMPLETED BY THE APPLICANT ) n TO: ENGINEERING DEPARTMENT PLEASE ATTACH THE FOLLOWING DOCUMENTS or INFORMATION: FROM: BUILDING DEPARTMENT ❑ Copy of completed Application for Building Permit DATE: �b ` �� ❑ Stormwater Management Control Plan APPLICANT: („� (•) ��I� 7 ❑ Completed Chapter 236 Stormwater S.C.T.M. #: �; "" �/ - Review Checklist PROPERTY ADDRESS: BRIEF PROJECT DESCRIPTION: C' >t�S X i�7'ttit �c`'`� ��'�rca � art TI oc—'t r\; L ay e> e -% �,�� `.,AtvjTf� 5ySt'c'�wl �.D , i LuM rer, �786�� A �� . ** FOR EN E IN DEPARTMENT USE ONLY **** A Reviewed By: � ;f Date: Approved: i Addiitional Information Required: DATE: qj� 3 Stormwater Management Control ar APPLICANT: Plan Review Checklist - - G S.C.T.M.#: PHYSICAL ADDRESS: `rp (tl/1 Stormwater Management Control Plan Requirements Yes No NA If No or NA, Please Provide Additional Information 1.Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property boundaries b.total site acreage c. existing and natural and man-made features on and within 500 feet of the site boundary as required in §236-17(C)(2). d.test hole data indicating soil characteristics and the depth to water e.proposed limits of clearing and the total area of proposed land disturbance f. existing and proposed contours of the site(minimum 2' interval) g. location of all existing and proposed structures,roads,driveways, sidewalks, drainage improvements and utilities h. spot grade and finished floor elevations for existing and proposed structures V i. location of the swimming pool discharge ring j. location of proposed soil stockpile area(s) sn, S1 ,Q k. location of the proposed construction entrance/staging areas 1.location of the proposed concrete washout area m. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvements are sized to capture,store and infiltrate on-site the runoff from all impervious surfaces generated by a two-inch rainfall 3.Detail drawings(required for plan approval)provided for: a. erosion and sediment controls b. construction entrance c. inlet structures(e.g. catch basins,trench drains, etc.) d. leaching structures(e.g. infiltration basins, swales,etc.) f r REVISED 9/17/2013 OF SO!/lyol � o Town Hall Annex 411 Telephone(631)765-1802 54375 Main Road �ax(631)761-A512 P.O.Box 1179 Gam` Q roger.richert(cvtown.sou o .ny.us Southold,NY 11971-0959 D • �� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: C--rill c, Name: ,q F Ltz-, License No.: Address: , �j, �c /Jt,.o Phone No.. 157 JOBSITE INFORMATION: (*Indicates required information) *Name: Cf-U K��- , �/LE 6 *Address: ?0'70 2 Z,Q1,/J nJ Leo��, )025�G�n//C— *Cross Street: IZ9- *Phone No.: �(S`- /S.-Cy'Y Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) � *Is job ready for inspection: YES ('' O: Rough In Final *Do you need a Temp Certificate: ES / NO Temp Information (If needed) *Service Size: 1 P ase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect 6nderground Number of Meters an e of S rvic Overhead Additional Information: PAYMENT DUE WITH APPLICATION . . 0 r � - 1 ti 82-Request for Inspection Form tib ��t✓ 'All 0 a- S A M U E L S & S T E E L M A N October 1, 2013 Southold Town Building Department Town Hall Annex Main Road Southold, NY 11971 RE: THE CUKOR RESIDENCE 7070 Indian Neck Lane, Peconic, NY 11958 SCTM# 1000-86-07-06 We are requesting a BUILDING PERMIT for the above reference project, for the demolition of an existing house and the construction of a new two story residence with sanitary system. For your review we are submitting the following documents: 1. Building Permit Application 2. (4) sets stamped CONSTRUCTION DOCUMENTS 3. Current Survey 4. Check for$250.00 5. Storm Water Review Checklist 6. Southold Trustees permit 7. NYS DEC Letter of Non-Jurisdiction, 9/17/08 8. SCDHS permit#R10-08-0050, 8/9/13 9. Res Check energy compliance form 10. Southold Construction Permit for septic system _ ,;t� 11. Application for Certificate of Occupancy 47 Please call us with any questions or concerns. SAMUELS & STEELMAN ARCHITECTS -rk4� Thomas C. Samuels, Architect enc. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 1193.5 (63l) 734-6405 FAX(631) 734-6407 � QST HOLE � PROPOSED FOUR(4 , BY McDONALD GEOSCIENCE D 9EDRDOA'f RE51DENCE 523 44 JOE �.5'S � Ee i� TEST HOLE DATA(4110/08) o R 10 NOT TO SCALE POPOSE=D Y4ELL-fit v GRADE ELEVATION+72.0 FT. my O m ❑ 7 W z 3 FT. BROWN SILTY SAND SM a� r ❑.. '�PALE BROWN FINE TO D _ .. _ goOMEDIUM SAND SP � ? w 17 FTJ �� P Val Is tlAw' A 1 8' L N23 41' 001 A 542.4"1' — — d NO WATER ENCOUNTERED 7 SEPTIC SYSTEM a TOTAL SITE PLAN Q &� Kevi8wsr SCALE: N.T.S. ---_n - _ SITE DATA — "" ❑- .� SCTM# 1000.86-T-0 0 E�UILDING WALL GRADE LINE ELEVATION +/- 22',Q FT, - "��� :, °` �' PROPERTY: 7070 INDIAN NECK LANE d a ` ADDRESS PECONIC,NYLu EL.EV +23.0 I' MIN. 2' MAX. '� '`'� OWNER: GREGORY R.CUKOR ; 5913 MEADOW ROAD 1/411/FT. 18"/FT. T OF POOL ''~" _ BALTIMORE,MD 21212 SITE: 126,880 sf a 2.913 ac o!I SEPTIC, LEACHING 20 0 FT. D�! : ZONING: R-80 w TANK POOL. ' - SURVEYOR: JOHN C.FREERS Z IE. +20.81 IE.+ 19.15 BOTTOM OF !�/�lQ_ g IE.+2025 IE.+ 19.61 PO:)L 8.0 FT. I ,�' RIVERHEAD,NYR 1901 O Y Q 11-0 ��..� LICENSE# 50202 w 28 ft 8 fL MIN. M NO TER a �,a SN 6/06 Z t �..: ate` _ a g SEPTIC PROFILE 6#zouw Tm HA WELL e z• rte' �� ,: + � <• YORK t, T le S. i Stephen 5.N/F hell SANII , W3 06 SYSTEM _ 1511 vewY ATION, ` �` ( b Q a a• � % m o� PROPOSED WELL •�\�� % V T REGI I�p FEE NO Sp,NiTAR y11THINGRp>71U5 EXISTING YELL TO �C +21.0 5 F p0N>7 BE AE+ANE>ONM ppOL PROPOSEV POUR (4) 1 °' LOCATION MAP E�RR7oM RESIDENCE ��; ; Doi + look6A GE +22.0 I� of b m r J uT +l° ; i z :TS �T HIN Rp U5 ILII �. NO NELL 1� , I :1"m 50'-0 � 3 41 W 542 41' 0 ISO I SCDHS EXISTI NEI611BOR ML.L SITE PLAN SANITARY SYSTEM O sNEEr NO: SITE PLAN N PROPOSED SEPTIC Sy El. E L A N� (I) 1000 GAL SEPTIC TANK (ST) S DHS3GALES P PRO..IECT SITE ` _ (1) 6 FT. DIA.x 12 FT. HT. (LPI INS POOL. Icla 0 Robert RuShin 0) 6 PT DIA x 6 FT HT EXPANSION POOL. SUB MI ION �I 1t�` PR i�CL� APPROA SINGLE r,VAL,OF CONSTRUCTED WORKS FOR 5UR Y EY OF f- 1`01-Lim Date SrP 2 2 2M4 H.S..a�ri�Y RESIi;ENCE : r --- fiefSITUATE: PECO , Poo. o o a P*Sewage TOM:♦: �./�./V� tom___, ab WOWf(J�l�/`�1CsfIfIC$8t ffli'i i�@ef1 - SU�OLK COU be est FandlorOR bY Mb�Aarbnene cr oihc! +r'aund to W E kVW 1 SEP 25 2014 SURVEYED 05-16-2006 S TOPO 05-27-2008 REVI5ED 01-16-2008 rl ` omft�w FOUNDATION LOCATION 11-2 2013 �I�r�� � ' '�' i''�lD �M.3rt��ernent � 1 I GARAGE FOUNDATION - p,,,�5 I..AMIN6 3.C.D.1�S.Rffi;.a LOCATION 05-22-2014 " — R10-08-0030 FINAL 08-28-2014 SUFFOLK COUNTY TAX # stone mon.at NE. I!�$II Neck Rmd corner of Land Prorner 9 0 1000-86-7-6 of feaMlcia , GUlran N89°21'30"B 132.50' CERMI1BD TO: Gmg Cukor e• 11 o ' / \ tt • 1 \ 1 \ 1 1 \ 1 \ ryl \ t � r An i it Y { � - _---s`,'•�,/s'{ 1 - \ Cl \ \ Uj 43 _ \ l � cl 0 0 gY' t r 1 4-\ c o � .� \ ti0 y 00 it er � 69 SCALE P= 40' / e (09 f Lu 0; U ti 5GALE I"=100' O �A II O� �hwllprli.d all.rallon or addlllon to O s f the s_ ."cp tvc•Fg a Ilc.ris.e Imd wveyorS seal b O vlolalkn of se N.. oro'ioio Edxo 1,Of the New Twk Stale&I.calbn Larv.' ti Only caplemfr t/b orgYal«lhb qp— .y � ketl wlth arlyMl d t lad ew'v.yopwa'. clamped se01 shop b.cornwereQ to bs voles true opbe' 'GertHkatbrls IrwlcateQ hereon OkrH that this OO ��� �, «e�ey was pree�ee In o«waaec n tF.ex- .t LOde or R tke for Law Suv.ys odapl.d U �O �L'antl am a s—"vldM.pce tftotb shall nn only 1+-- 2S� AND SVPJ� ow l wubM" ' IaiNka° m "---t o-m.reraae to a lt—rbtk.tl— Hc JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.5M AREA = 126,880 5.F. or 2.(1128 ACRES RIVE 1]BRI;Eq ,N.Y. 11901 369-8288 Fax 369-8287 REF.0:\UwnVohn\Dropbox\06106\06-175 FINA.Lpro REScheck Software Version 4.4.4 Compliance Certificate Project Title: The Cukor Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County,New York Construction Type: Singe-family Project Type: New Construction Conditioned Floor Area: 3,240 ft2 Glazing Area Percentage: 26% Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 7070 Indian Neck Lane Greg Cukor Tom Samuels Peconic,NY 11958 5913 Meadow Road Samuels and Steelman Architects Baltimore,MD 21212 25235 Main Road Cutchogue,NY 11935 631 734 6405 Compliance� Passes using UA trade-off Compliance: 1.5%Better Than Code Maximum UA: 532 Your UA:524 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Cavity Cont. Glazing Assembly Area or R-ValUe R-Value or Door LIA Perimeter LI-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1,760 30.0 2.1 58 Wall 1:Wood Frame, 16"o.c. 752 19.0 2.1 32 Window 1:Wood Frame:Double Pane 60 0.340 20 Window 2:Wood Frame:Double Pane 34 0.340 12 Door 1:Glass 54 0.330 18 Wall 2:Wood Frame, 16"o.c. 896 19.0 2.1 40 Window 3:Wood Frame:Double Pane 69 0.340 23 Window 4:Vinyl Frame:Double Pane with Low-E 55 0.340 19 Window 5:Wood Frame:Double Pane with Low-E 24 0.340 8 Wall 3:Wood Frame, 16"o.c. 752 19.0 2.1 19 Window 6:Wood Frame:Double Pane with Low-E 108 0.340 37 Door 2:Glass 289 0.330 95 Wall 4:Wood Frame, 16"o.c. 896 19.0 2.1 40 Project Title: The Cukor Residence Report date: 09/30/13 Data filename: \\NAS\share\Office files\Common autocad files\ACTIVE PROJECTS\Cukor\Cukor Energy Calc2.rck Page 1 of 2 Gross Cavity Cont. Glazing Assembly Area or or Door UA Window 7:Wood Frame:Double Pane with Low-E 34 0.340 12 Window 8:Wood Frame:Double Pane with Low-E 68 0.340 23 Window 9:Wood Frame:Double Pane with Low-E 24 0.340 8 Door 3:Glass 21 0.330 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,760 30.0 2.1 53 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. rMBUdN 9(36 /13 Name-Title Sign ure Da Project Title: The Cukor Residence Report 09/30/13 Data filename: \\NAS\share\Office files\Common autocad files\ACTIVE PROJECTS\Cukor\Cukor Energy Calc2.rck Page 2 of 2 SUR\/E'*r OF PROPERTY 51TUATE: PECONIC FARKEP,'c-, LAND11,4(:5 TOM: SOUTHOLD X SUFFOLK COUNTY, NY SURVEYED 05-16-2006 Neck Road TOPO 05-27-2008 Stone. I-ion. at N.E REVISED 07-16-2006 clornor cl�: Lond Froryierly SUFFOLK COUNTY TAX # of Potrlr-�o Z). GuinanN89021'30"E 132.50 1000-86-7-6 1564'± CERT=D TO: Gmg Cukor cl 16 % 91 LPO s U. 5p. (> Tl (> Upo 1 mac' .11114man I* (ell lil 190 a. NOTES: STAKE FOUND of NEW MONUMENT FOUND CO ..p bear^ng a II-n.d land r.seal 1. section 930q, 2,ap the M..York 5toto Bdu tion L—' Pr-U., markeyd.1 -ark3fna 0.11 b. lj�� VU stamped Beal FEMA FLOOD ZONES ANNOTATED FROM \0 FIRM MAP # 36103CO164 C7 "CartW�tIonb lnd�td hereon ITI th�thl. 0 --y— In—rd—%k'.— . wing G.d.. Ld S-4.�d.ftd In-- �r� -1= �.�.,one shall only n of AREA 126�550 S.F. or 2.c[125 ACRES C9 00 t�the.r—Por 4 ft— pr y Is opm _d on ht�behalf to f, t. (. 1' kal agency I and IeMing I"t MIO�I and N h,ttW-CrtlPl-- tottjh. tI.Ildl are not_._b.to ddItI..I InstUtl— tp J014N C EHLERS LAND SURVEYOR 67RAPHIG 5GALE I"=501 6 EAST MAIN STREET N.Y.S.LIC NO.50202 RIVERHEAD,N.Y. 11901 369-8288 Fax 369--8287 REF:\\C.ompaqserver\prc)s\06\06-175.pro 0 50 100 150 A REVISIONS AREA DRAINAGE CALCULATIONS FOR E '� 10/8/13 �. TEST H OF NEW ROOF (DW) ALD GEOSCIENCE DRYWELL: AREA RAINFALLRUNOFF FACTOR x x BY McDON SITE DATA TEST HOLE DATA ( 4110/08) (DW) 1555 5F x (2/12 FT) x 1.0 = 509 CU. FT. NOT TO SCALE USE: (2) 8' DIAMETER x 4' HIGH POOL SCTM # 1000-86-7-6 GRADE ELEVATION + 72.0 FT. (2) 8' X 4' STORM DRAIN RING = 559 CU. FT. BROWN SILTY SAND SM PROVIDED REQUIRED PROPERTY: 7070 INDIAN NECK LANE 3 FT. 559 CU. FT. > 509 CU. FT. ADDRESS PECONIC, NY PALE BROWN FINE TO DRAINAGE CALCULATIONS FOR AREA OF NEW DRIVEWAY DW- OWNER: GREG & MARTHA CUKOR MEDIUM SAND SP DRY WELL AREA x RAINFALL x RUNOFF FACTOR 5913 MEADOW ROAD 17 FT ON 2515 5F x (2/12 FT) x 0.'7 = 2.70 CU. FT. BALTIMORE, MD 21212 Uj >- U5E: (1) 8' DIAMETER x 8' HIGH POOL (1) 8' X S' STORM DRAIN RING �= 551 CU. FT. pm©V SITE: 126,880 sf= 2.913 ac NO WATER ENCOUNTERED PROVIDED REQUIRED 557 CU. FT. > 2-10 CU. FT. �+ v��� ZONING: R-80 z � z TAL P 15TURBED AREA x,800 50. FT. 0 BU I LD I NG WALL GRADE LINE ELEVATION +/- 22'.0 FT. �n/�J I3 W FF ELEV +25.0 1' MIN. 2' MAX. SURVEYOR: JOHN C. EHLERS 6 EAST MAIN STREET 1/411/FT. I/8"/FT. TOW OF POOLf�u,A,110)j I.S Matto RIVERHEAD, NY 11901 Uj }: LEACHING 20 0 FT. ` SEPTIC 5/16/06 LICENSE # 50202 Q TANKPOOL BO OM OF m E. +20.51 IE.+ 19.15 IE.+20.25 IE.+ 19.67 - PO L 5.0 FT. z 28 ft 5 ft. MIN. - LOCATION MAP, 0 m NO TER N/F ENCOUNTERED Edward D. Dart & Judy L. Dart V W SEPTIC PROFILE GROUND WATER a W 0� J drive way Od O' W PORTION TO REMAIN. REVIEW LAYOUT F �1 a^' e� w/ARGHITEGT. FROM GARAGE TO HOUSE, C� °y PROVIDE 4" THK. GRAVEL SUB-BASE 4 2" W CLEAN SAND. z z � PROJECT 51TE Q Cl z / PROPOSED WELL _ W/UNDERGROUND L TO / BASEMENT Y"VELL EDGE OF SALT WATER ad z WETLANP5 AS DETERMINED i N/FBY EN-CONSULTANTS, INC., Q N/F High House Woods Inc. Ste 'e & Stephen S. Mi II ON JULY, II, 2005 � g. Y i Judy Dart I W -j o o e d O 3 I ulkhe rune I a = � �5 se 0 �/Wate W. W ° ANI`TA ;��e� exist'g � � � W• a N � � S23 44 30 E 1006. 55 MOD 40M _ ISM _ _ O STE �\ , . , _ � � � 1 IAY BAL 4 s Q0a G TION FENCE BA IER ' I N U). _ O - ----- - -� URING CON TRU TION B�`,', N OF - - - - - - - - - - - - - - - - - — — — - - — IV —, , I �► G � � W — i J4 p � a; (-v Iso FEST GHING a y ; , , ,�,1 , TT ------ v � NI RY LSP` R DIUS EXISTING WEL FOR �� ' �'� _ --� I�, � � +` ` ` `l �1 ' _ ,� o N° 5�our�i� wl-rI�IN — , , , 'EGO I G P E3A`I' �4Q- a°' ^GV / oo PROPOSED D YWELL FOR \ ` ` CP O DRIVEWAY S ORMWATER ; I 1,`,', �,�1� ' Q) , � A t F NEW ^. J RUNNOFF - - ---- ' I �J',' I Fa, PROPOSED �P_\So Yo C. RO OSED DOUR +22.0 +22.0 — — • . � 1I I �,l;.i; , o, SEGO DARY °� BEDROOM 51DENGE 0 o BULKHEAD ' — — — — — — — — — — — — — — — — — — 15p FEET pUN1� WIT�1 II m t _ No y��L1-5 wood -fenceLO ` _ =`� ' �i 1 ` An fence wood fence � N 23°42' 40"W 531 . 08 14N2 °47'00 W 542. 4 I `` Cn PROJECT NO: EXISTIN FOO RIN (sho'wn dottey) 1306 o � NEIGHBOR G WELL OF E 1 ST I N RE�I DENGE TO DRAWN BY: UT BE DEMOL I HED o�a�p' � SANITARY ` CHECKED BY: � - .o SY5TEMI 0 /F TCS •� o \off Patricia & Robert Rushin �(�� � 1 DATE: 0 08/23/13 o PRO SED SEPTICSYSTEM SCALE: (1) NK S n = n o 0 b ;ns (1) 8 FT. DIA. I2 FT. HT. (LP) LEACHIN49 POOL 1 40 -o V n Lane (1) 5 FT DIA x 8 FT HT (EXP) EXPANSION POOL �V` ��� SHEET TITLE: SITEP NOTF-5: �°.. _ . .. CONTRACT. PROVIDE F I N 15H SITE PLAN SCALE: 1 = 40 -0 LANDSCAPING NOT IN GRADE IN DISTURBED AREAS. TOP501 L BY OTHERS. SHEET NO: CONSTRUCTION SET GENERAL STORMWATER POLLUTION PREVENTION NOTES SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: 1. Installation of erosion control measures (silt fence barriers). 2. Existing building structure components to be selectively removed 3. Existing building structure to be temporarily raised 4. Demolition and removal of the existing building foundation 5. Excavation under the existing building for a new foundation (+/- 36" below lowest finished grade) 420 cubic yards 6. Construction of a new foundation 7. Existing building structure lowered and secured to new foundation �.. 8. Construction of the new building addition LU Z 9. Renovation of the existing building structure V 10. Installation of drainage structures and septic system0 Z 11. Installation of underground piping from gutters and downspouts to the drainage structures O 12. Filling and grading of soil above underground drainage structures and septic system C) 13. Installation of new landscaping plants, lawns and automatic irrigation system LU CL 14. Removal of the erosion control measures. UJ ., Q TOP OF GRADE m SITE DATA 6" THK GONG 5LAB W/ ACCE55 OPENING Site Area: 257,004.00 SQ. FT.+/- = 5.90 Acres (5EE PLAN5 FOR LOCATION5) Z Soil Classification: See best hole Receiving Waters: Great Peconic Bay C) Contractor: N/A d UJ POLLUTION CONTROL MEASURES J In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment ® ® ® ® ® ® ® ® ® o control measures including, but not limited to, the following shall be employed during construction: J c ® ® ® ® ® ® ® ® ® Z o ad 0 ® ® ® ® ® ® ® ® ® W A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall LU C ® ® ® ® ® ® ® ® ® O remain undisturbed. Z w ® ® ® ® ® ® ® ® ® W B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are 0 J a 3 MIN. ® ® ® ® ® ® ® ® ® a exposed. A maximum of 1 acre shall be disturbed atone time unless written permission is granted by the NYSDEC. Graded Y and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in (� accordance with the soil conversation service recommendations. W 5EE 51TE PLAN FOR DIM C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are Z completed, or if construciton on an area is suspended, the area shall be seeded immediately. Z a. Seed preparation - scarf soil if compacted, remove debris and obsticiles such as roots and stumps. Q SINGLE STORM DRAINAGE RING SHOWN P P scarify P b. Soil Amendments G Z BACKFILL MATERIAL TO BE 1. Lime to ph 6.0 — CLEAN SAND AND GRAVEL 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) c. Seed Mixtures PERMANENT STORM WATER 1. Temporary seedlings RUNOFF CONTROL MEASURE a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) installe„El[b b. Certified "Aroostook” winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in LORM DRAINAGE RING TYPICAL October/November.ALE 2. Permanent se(edlings - See Landscaping plans otf Z• D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from Q• cleared slopes. r E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. 0 r Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until W J. W Z 3 construction is complete. = a Z � W• � Ho F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The a N construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be 2 w• N WIRE FENCE W/ removed or cleaned oln a daily basis. 5 M FILTER CLOTH Q F-• m G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be BOUND HAYBALE protected from sedimlent buildup through the use of appropriate inlet protection. r) 0' H. Appropriate means shall be used to control dust during construction. LY Y k R�AIANAC6E I. Sediment barriers and other erosion control measures shall remain in place until upland disturbed areas are permanently FILTER CLOTH MIN. ,.�, E FLOW stabilized. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be 6" BELOW GRADE cleaned and flushed als necessary. ,.Y y J. The owner/operator/contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance S�P,e of NFt� METAL WIRE FENCE W/ measrues are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of NS c. & 0 � �.r FILTER CLOTH AND METAL sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. The r oft 00 POSTS IO' MAX SPACING owner/operator/contralctor is required to maintain copies of the SWPPP & General Permit on-site at all times. General Permit � `D shall be posted al all tiimes. K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and a 00 toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as shown on Site Plan allong with the placement of dumpsters to control the buildup of debris. The contractor shall periodically PROJECT NO: 1306 , ANGLE STAKE INTO clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. 00 oft PREVIOUS BALE L. The contractor must complete the construction sequence schedule in the report with start and end dates. DRAWN BY: t #41 SURFACE DRAINAGE FLOW UT 00 oftit 2" REBAR,STEEL PICKETS The contractor will report any,required modifications to the SWPPP necessitated by field conditions or construction activities to i tt�toR 2" x 2" STAKES I-1�2" the Engineer/Architect for revision of the SWPPP where appropriate. CHECKED BY: TS 2" IN GROUND DRIVE FLUSH W/ TOP OF BALES DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE DATE: 9/30/13 BOUND BALES (ABUT TO Construction materials small include building lumber and associated metal attachments, precast concrete septic/drainage AD.lOINIMS ING BALE TIGHTLY) nage SCALE: No Scale HALstructures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and siding materials, SCIL MINIMUM TO BE EMBEDDED INTO lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor paving materials. SOIL MINIMUM OF 4 AND BINDINGS 9 9 � 9 ) SHEET TITLE: PLACED HORIZONTALLY Waste materials shall include unused building materials and products, trash from construction workers meals and drinks. Project site shall have a dumpste;r that all waste marerials will be temporarily stored and dumpster shall be emptied weekly by a private SWPPP WRAP SILT PENCE UNDER HAYBALE AND DRIVE 5TAKE THROUGH. carting company. DETAILS TEMPORARY STORM WATER & NOTES RUNOFF CONTROL MEASURE 2 EROSION & SEDIMENTCONTROL DETAILS SHEET NO: 1B BIDDING & PERMITS SWPPP APPROVAL 5URVEY OF PROPERTY N 51lUATE: PECONIC PARKER'S LANDING TOWN: SOUTHOLD W E SUFFOLK COUNTY, NY SURVEYED 05-16-2006 Stone Mon. of N.E. Neck Road S TOPO 05-2-7-2008 REVISED 0-1-16-2008 Gorner of Land Fromerly N89o21'30"E 132',,_ .. FOUNDATION LOCATION II-22-2013 of Patricia D. Guinan .50' SUFFOLK COUNTY TAX # r 1564'± 1000-86-1-6 VV® C6Rr1•HM T0: dreg Oukor � I � I 1 i q 1 � \ 1 O1 Q O, 9 0 gq 9 ) m t11Lpo 15. \ \ 1 1 q-7 5 � I 1 1 I 1 I 1 I I I I I 1 1 I I I I 1 I 1 1 1 I I 1 •O I ! I ! 1 1 O !a 1 S9 1, 1 �o ! 1 1 I 03 ' 1 1 q�4� 7pO li� Ir G G I I �1 'z I 1 Q 1 1 I 1 o / � O� 4 qty ° - ��� •p .. - f, \ 9 0'Q '/ / / / / I tpo 1 1` 00 p\'��/� ' w q 1 0,00 lo I ' 'IY I I \ o i> DETAIL I 30 `� GA ' 1 \ '' N TE STAKE FOUND ^ 1� A 0� NEf?iyl / ()1` fj MONUMENT FOUND C.E// I Vnaukhorlied alFeratbn or oddW-tea _ �/`•'-_ (/� m°P bBOflllg P IL8r6ed RId 9U'VBlprb OBO O ` ` J//Q ��• ,� V f(] tolaklon of eectlan 1209,ttt.Fd ion],dF York Stake Ed t-2,n 'YJnly collas from the ori Inal of thle wrvey �t 1p marked wlkh m orgklal of tape land surveyor's \ y� - * stamped eeai wall�e�rdaratl to be valid trl,a � FEMA FLOOD ZONES ANNOTATED FROM `a'r°°• FIRM MAP # 36103GO164 G L " 1 'ertlncotlo-rnd—a od hereonsl ly that this _/. 01 y was rep ed bt dmr lhh • Gc� \� ,skthg'odaaik qce Por al- Sirveys adopted AREA = 126,880 S.F. or 2.G 128 ACRES � "J! ��0� �C) by the New Yark Slgke Assodatlon of Professional \t xv Land SorVey�ar..Said certlflcatlons shall rM only Q to the pe on for whom the surrey b p-po- �� P (1� ab on hte knhalF}a the iRle company,.9 ♦,�j � �� [,�,�` � fol agency atd IBMInj Inskltukl°n IlsFed hereonmultl Inskllutlon.�rhlfka- IQVv( �{J' flora aro rat krarofertlsle k addltlanal IratlMrmtlEuklons � V C. EHLERS LAND SURVEYOR I I_ I -� JOHN C fr / C�RAPHIG SCALE I -50 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 / mm RIVERHEAD,N.Y. 11901 / 369-8288 Fax 369-8287 REF:C:\UsersUolm\Dropbox\06\06\06--175 FOUNDATI6NLOCATION-pro 0 50 100 150 IVJ4/aa0 14aSMn 4VYN•�IdwW�gabwMPLM�de-I'A FAtOATILNIOLATILNprn ,( REVISIONS 1 r 313 ADDENDUM *2 48' 44 2'-10" 381-4" 2'-10" ASPHALT ROOFING SHINGLES ON 8" 8" UNDERLAYMENT PER SPECIFICATIONS ON b, „ 6,_ „ 4" °1'4 W THK. PLYWD. DECKING ON OOD _ 22 Lu FRAM BELOW. (`T'1'PJ ON THICK POURED WNCRZM 8" FOUNDATION WALL REINFORCED W/ 2 04 REBAR SET 12" DOWN FROM TOP OF Z -_-- -�--� -_--- i----- }-- - �- - WALL. WALL TO BEAR ON Ib WIDE x 8 _J 1?J-2xI0 _J _J (?)-2XIO _J _J (2)-2XID DEEP CONC. FOOTING REINFORCED w/ 3 --------------- --------------- -------- ------ J o�F ______________-T ---------____-- ------______-- -J -�' #4 REBAR SET 2" ABOVE BOTTOM OF W c b , T n n 1 1 FOOTING. PROVIDE DAMP PROOFING AS 1 REQUIRED BY CODE. ---- -------------- -------------- -------------- --------------- -------------- --__-- ------- �__-- _ , W Z _ .'sS "_' { Y! i �. n �• (� �•',rp • ' .Jr •X'..,,r:i' „9'w:y"•CA ksC'r i. s; ' .f'h + 4is 4 ' n •'--------- _______ _________________________________Ls, ________________________ _____________ --------- U.U. O -- ap i O I 1 20'-8" '-4" W cl) cL TIF ' 1 TYPICAL WALL BRACE i x` ; W .. �` ; DIMENSIONS W V 56SEMENT W Z 94% --- R-Iq BATT INSULATION ' I h i - ------ ----------- - BETNt!EN JOISTS ,ABOVE 6ALV. STL. WINDOW _ WELLS AT EACH WINDOWin p Jlie Q. W 0 ,uj f W6 ' i q' 10'-5" 8'-6" 12'-10" W 1 Lx • p i i i 3-1/2" O.D. PIPE COLUMN ON 30" i t . i m Z I �� !� x x12" P.C. F INC. (�TYPJ CAM PRDVIDE AD FLAWINS AND (:0UNTER FI As"INS - A ! WIOX3q I I WIOX3q ! 1 I _ 1 1 WIOX3q ,{ rx I Q ' , ----"'�— , -----T— �•— ---rte , ------- -- y = 1 _. 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I c� I '` I PH BETYI JOISTS ABOVE I I 1 = i JOINTS AT 20 I ALS. i i I `� 10 b' 10'-8" 14'--1" .a II'-5" i i i I^ i tt 4 F-• v m j 1 1 V I r- r 1p I 1 CO) N -----}-�_ ------ - i � IN PANEL . � -------- ------------------- --------- --------J L-------- ------------- — ------------- ---------� V I In ..JS ? ;, s.-"'L'!l `vs`K +►1G54jj:.T. •.�+ •~ + 'w +' !i :a .%yam+: '� .` . 1:Xr�•�•' 3. ` Y+'.'.�':%�*:r4'+�: 1 ---- ------ ---- ---- -----------i ------------- ------------ ----------i—.r----------- ---------- ----------- I I 1 ' 2x8 P.T. 1 2x8 P.T. I 2x8 P.T. ' D.J. • Ib" 0/co. D.J. • Ib' O/C. 1% CO D.J. • Ib" O/G. OF NEW y �SPS G SAS 0�� in r r —1 r r NIDE 6ALV. . WINDOW WELL 1 I I L5)-2x10 r I I . : a AT BASEMENT SHOWN. f'rYPJ Ib" SQ. x 8' DEEP :G. FT6. W/8' x ALUMINUMSEAMLESS GUTTERS AND DOWN5POUT5 n 8" P.C. PEDESTAL O LMDER5IDE OF '______ ______________ ______ ' PIPED TO DRY VeLLS, SHOWN 61 ABOVE. J ----- -------------- ----- i 018350-'�\ \ SHADED I 13'-q" 5'-b" 5'-b" 5'-b" 13'—q" 3'-8" 1 3'-10" 8" DIA, 50N011BE FILLED , PROJECT NO: 14'-2" la'-8" 14'-2" 4'-by2" W/GONG. TO UNIDER5IDE 30'-IO" b'-"1" 0711 WN BY: RJB Or �Tm AT GWJWE. CNPJ 1 2" DRAIN LINE FOR OUTDOOR �SHOVCR TO DRY WELL HECKED BY: TCS 9/19/08 ROOF PLAN FOUNDATION PLAN SCALE: 1/4" = 1' -0" SCALE: 114N = 1' -0" ELECTRICAL LEGEND _ SHEET TITLE: Q� DUPLEX RECEPTACLE OUTLET 5WITCH 6RouND FAULT INTERRUPTOR OUTLET --__ _ __ BASEMENT - SURFACE MOUNTED CEILING FIXTURE FL, , 1 f'H TELEPHONE & ROOF DiI � !1 ' TELEV15,1oN L� �11� NOV 2"1 2013 5/D SMOKE DETECTOR SHEET NO: CONTRACT & CONSTRUCTION DATE: 9/1/13 REVISIONS ©�v ICI✓ TEST HOLE SITE DATA BY McDONALD GEOSCIENCE COMPLY WITH ALL CODES OF SCTM # 1000-86-7-6 TEST HOLE DATA ( 411 U108) NEW YORK STATE & TOWN CODES NOT TO SCALE DRAINAGE CALCULATIONS FOR AREA GRADE ELEVATION + 72.0 FT. AS REQUIRED OF NEW ROOF (DW) PROPERTY: E070 CON C,INDIAN NECK LANE BROWN SILTY SAND SM S DRYWELL: AREA x RAINFALLx RUNOFF FACTOR ADDRESS PCONINY (nW) 1855 5F x (2/12 FT.) x I.O = 30a GU. FT. OWNER: GREG & MARTHA CUK R 3 FT. PALE BROWN FINE TO gam} pip ip{p1 .1 S U5E: (2) 8' DIAMETER x 4' HIGH POOL BALTIMORE, MEADOW ROAD MEDIUM SAND SP � (2) 8' X 4' STORM DRAIN RING = 331 GU. FT. BALTIMORE, MD 21212 � 17 FT �-- ----s-N Y S DFS._ Z PR01/IDED REQUIRED SITE. 126,880 sf- 2.913 ac NO WATER ENCOUNTERED 331 CU. FT. > 301 CU. FT. V ZONING: R-80 Z TOTAL D 15TURSED AREA 1,800 50. FT'. O V BUILDING WALL GRADE LINE ELEVATION +/- 221.0 FT. SURVEYOR: JOHN C. EHLERS W FF ELEV +25.0 1' MIN. 2' MAX. 6 EAST MAIN STREET a RIVERHEAD, NY 11901 1/4 /FTI/8"/FT. TO OF POOL LICENSE # 50202 SEPTIC LEACHING 2 Uj O O FT. 5116/06 m TANK POOL BO TOM OF 1E. +20.81 1E.+ 11.15 IE.+ I1.r l = PO L 8.0 FT. Z IE.+20.25 0 '_ " LOCATION MAP. 8 ft. MIN. ` I� O 25 ft m NO 1 ,4TER N/F W ENCOUNTERED Edward D. Dart & Judy L. Dart W SEPTIC PROFILE GROUND WATER a I �' � � UjW _ drifve w°y OCCUPANCY OFA „vayrwk� APPROVED AS NOTED �JSE IS UNLAWRJL DATE: 10 2l�1�B.P. 3_6 CERTIFICATE VEIL 11C ,� W FEE: /BY: OFF OCCUPANC i , `..� .,. NOTIFY BUILDING DEPARTMENT AT Q 765-1802 8 AM TO 4 PM FOR THE OR1 VEWAtY: J FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED DO NOT PROCE ER PORTION TO REMAIN. REVIEW LAYOUT F FOR POURED CONCRETE FRAMINGdTi� INC OF F{�UNDATIb)�!LJCATIOI�t F a~'yew W/ArRGHITEGT. FROM GARAGE TO HOUSEI, 2. ROUGH - FRAMING & PLUMB oy W INSULATION HAS BEEN APPRaER;.M: PROVIDE 4" THK. GRAVEL SUB-SI�SE 2" 3 CONSTRUCTION MUST CLEAN SAND. Z 4. FINAL - BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE PROJECT 51 TE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR LT L DESIGN OR CONSTRUCTION ERRORS. mn Z RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 PROPOSED WELL OF THE TOWN CODE. W/UNDERGROUND L TO BASEMENT WELL EDGE OF SALT WATER oIi z WETLANP5 AS DETERMINED i N/F II 5Y EN-CONSULTANTS, INC., a / Ste e �8c Stephen S. M I , „ ,�G ON JUL I 12008 J g N/F High House Woods Inc. � d Dart I v, o o � pLUi' BER CERTIFICATION � / Ju y d � OLU I�k/bulkhe t Ofli LEAD CONTENT BEF1�_ �5' se Waterline � w• � � W -....-RTlFlCATE OF OCCUPA CY PLUMBING --- �' ALL PLUMBING WASTE � ,� � ANITA \, . � . � � ` exist 9 I I SOLDER USED IN WA T R &WATER LINES NEED S 2 3°44 3 0 E 1006 . 55 _ _ ° 5TE w• SYSTEM CAN O TESTING BEFORE COVERING Y B 4 5l T IN,',' c9 rIT E)�CEED 2110 OF 1% G(4TION FENCE 5AIER '�I ���,' "N�°� U) v)• URI NG GON TRU TION _ = I °\`,`N, , , , `, L.I TTL o �/* — — �5� �Y L��GH,NGIUS EXISTING L FOR �� �� \ ?�'� -------a I ',`,1` I _ IT a �p 5P`N1TN� WITHIN RP0 IRRI \ \ _ _ L _��' ��',', , , a POGO 1C., '\� Pp01-5 FpU PRO OSED F R (4) �� = I� �,`,,,,' ` o i c B�tY 51 ENCS I; , ---I-------' I I, i - PROP05ED Do, ^ ^A-) PRO OSED +22.0 i I ;�',',; I e\ SEGO DARY G i-�° :� I I I\ o BULKHEAD tjo Pv — — — — , I ,ti ► , 0) / -- — `5O P�E� OUN� yll'CNI ` li i �I 1n \` � 5 `' m CC) tAoVv�LL d wood fence -L �', � i vin fence� o ' " wood fence 08' 1 '�-N 2 47 00 W 542. 47 I 11 PROJECT NO: N23042' 40' W 531 . EXISTIN Foo RIN (shown dotted!) z. � OF R G E 15TIN REiIDENGE TO NEIGHBOWELL DRAWN BY: �c�� BE DEMOL I HED I RJB 00 < 4 ,* SYSTEM 0 F TCS �Ea � Robert Rushin CHECKED BY: C'� a Patricia 8c •\ r DATE: 08/23/13 ao o Q PRO SE:D SEPT 1 G SYSTEM i SCALE: ��Lj l (1) I X000 6 SEPTIC TANK (5T) 1" = 40'-0" (1) 8 FT. DIA. 12 FT. HT. (LP) LEACHING POOL 0 b i n S (1) 8 FT DIA x 8 FT HT (EXP) EXPANSION POOL SHEET TITLE: °n Lone SPLAN. NOTES: SITE PLAN SCALE: 1" = 40'-0" LAND5CAP I NG NOT I N CONTRACT. PROVIDE FINISH GRADE IN D 15TUIaBED AREAS. TOPSOIL BY OTHERS. SHEET NO: ;I I r a i REGULATORY APPROVALS I GENERAL STORMWATER POLLUTION PREVENTION NOTES SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: 1. Installation of erosion control measures (silt fence barriers). 2. Existing building structure components to be selectively removed 3. Existing building structure to be temporarily raised 4. Demolition and removal of the existing building foundation 5. Excavation under the existing building for a new foundation (+/- 36" below lowest finished grade) 420 cubic yards 6. Construction of a new foundation 7. Existing building structure lowered and secured to new foundation 8. Construction of the new building addition UJ Z 9. Renovation of the existing building structure 10. Installation of drainage structures and septic system Z 11. Installation of underground piping from gutters and downspouts to the drainage structures Q 12. Filling and grading of soil above underground drainage structures and septic system Z V 13. Installation of new landscaping plants, lawns and automatic irrigation system W IL 14. Removal of the erosion control measures. LU a TOP OF GRADE m SITE DATA V 6" THK GONG SLAB W/ ACCESS OPENING Site Area: 257,004.00 SQ. FT.+/- = 5.90 Acres (SEE PLANS FOR LOCATIONS) Z Soil Classification: See test hole 0 Receiving Waters: Great Peconic Bay W IQ Contractor: N/A UJ C. � W POLLUTION CONTROL MEASURES J ® ® ® ® ® ® ® ® ® Q In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment ® ® ® ® ® ® ® ® ® o J control measures including, but not limited to, the following shall be employed during construction: J c ® ® ® ® ® ® ® ® ® Z o a W A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall W ® ® ® ® ® ® ® ® ® ° c remain undisturbed. Z 5 B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are0 W ® ® ® ® ® ® ® ® ® 11 a exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded ® ® \ 3' MIN. � and stripped areas shalll be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in W accordance with the soil conversation service recommendations. SEE SITE PLAN FOR DIM C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are Z completed, or if construciton on an area is suspended, the area shall be seeded immediately. Z a SINGLE STORM DRAINAGE RING SHOWN a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. in b. Soil Amendments Z BACKFILL MATERIAL TO BE 1. Lime to ph 6.0 GLEAN SAND AND GRAVEL 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) c. Seed Mixtures PERMANENT STORM WATER 1. Temporary seedlings RUNOFF CONTROL MEASURE a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) installe„EE[b b. Certified "Aroostook” winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in STORM DRAINAGE RING TYPICAL October/November. No scALE 2. Permanent seedlings - See Landscaping plans °� Z' D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from Q, cleared slopes. E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. J o o Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until W _J• W z construction is complette. t1 _ U. D W• v ,a Wto F. A stabilized constructiom entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The Co construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be 2 w• " X WIRE FENCE W/ FILTER CLOTH removed or cleaned on a daily basis. a ~ m G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be BOUND HAYBALE protected from sediment buildup through the use of appropriate inlet protection. (no H. Appropriate means shall be used to control dust during construction. SURFACE I. Sediment barriers and other erosion control measures shall remain in place until upland disturbed areas are permanently " DRAINAGE FILTER CLOTH MIN. FLOA stabilized. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be 6" BELOW &RADE " " �,. u cleaned and flushed as necessary. k J. The owner/operator/contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance OF NjEFW yo \ / \ METAL WIRE FENCE W/ measrues are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of o�Ps FILTER CLOTH AND METAL sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. The �� o r++' POSTS IO' MAX SPACING owner/operator/contractor is required to maintain copies of the SWPPP & General Permit on-site at all times. General Permit shall be posted al all times. K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and r 0'8350-1 - OR t toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as FRF�ARGN shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically PROJECT NO: 1306 ., ANGLE STAKE INTO clean up any debris acccumulated along the temporary fence and empty the dumpsters regularly. oft PREVIOUS BALEDRAWN BY: L. The contractor must conrtplete the construction sequence schedule in the report with start and end dates. +�' ®t SURFACE DRAINAGE FLOW The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to UT N�' .,� f 2, REBAR,STEEL PICKETS t tt t O 2" X 2" STAKES I-I/2" the Engineer/Architect for revision of the SWPPP where appropriate. CHECKED BY: R TS 2" IN GROUND DRIVE FLUSH W/ TOP OF BALES DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE DATE: 9130113 Y BOUND BALES (ABUT TO Construction materials shall include building lumber and associated metal attachments, precast concrete septic/drainage SCALE: ADJOINING ING BALE TIGHTLY) No Scale structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and siding materials, HALEBA I TO BE EMBEDDED INTO lighting fixtures, plumbing fixtures), gyp g g plumbing, paving SHEET TITLE: SOIL MINIMUM OF 4" AND BINDINGS 9 9 } 9 ) sum wall board, batt and rigid insulation, piping for lumbin , outdoor avin materials. PLACED HORIZONTALLY Waste materials shall incllude unused building materials and products, trash from construction workers meals and drinks. Project site shall have a dumpstelr that all waste marerials will be temporarily stored and dumpster shall be emptied weekly by a private SWPPP WRAP SILT FENCE UNDER HAYBALE AND DRIVE STAKE THROUGH. carting company. DETAILS TEMPORARY STORM WATER & NOTES RUNOFF CONTROL MEASURE EROSION MS EDIMENTCONTROL DETAILS SHEET NO: 2 NO SCALE 1B BIDDING & PERMITS SWPPP APPROVAL-.... F STRUCTURAL REVIEW BY STEVE MARESC.A, PE WIND-BORNE DEBRIS PROTECTION FOR OPENINGS 155-0-7NESTMONTU�G HIC�HWY, HAMPTON SYS, NY 11cf46 FOR V�AL.L 0f=ENI NCS PROTEOTI ON OF 120 MPH 5-SECOND Yell NO GUSTSNOT = f=HCNE 651 '725 c1400 ( MAXIMUM MEAN ROOD HE I GHT: 559 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY ° H��� EACH CLASSIFICATION • l • I SHIELD 24 FROM ED& DESIGN CRITERIA: E 51 NGLE FAMILY RE51 DENTI AL SHUTTER ASSEMBLY I ` . DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME N.T.5. •a" ° CONSTRUCTION MANUAL FOR I + 2 FAM I LY HOUSE FOR PANEL SPANS: O < 4'0 WIDE SPAN I HEIGHT PRESCRIPTIVE METHOD uj 25/5211 (5/411) APA 5PAN-RATED 48/24 SHEATHING GRADE PLYWOOD I ` (OVERLAP AROUND OPENINC75 4") l 1 • I HURRRICANE CLIP USE Or- (OVERLAP f 55-0" MAXIMUM 1 I SIMPSON H3 FIRST LEVEL W LOAD - 40 PSF. L.L. A55EMBLY: Z ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ° 1" I LIVING AREA5 - 40 P5F. L.L. #10x5" (w/ WASHERS) GALVINIZED OR 5TAINLE55 STEEL I I 51MPWN H2 HURRICANE BEDROOMS - 30 PSF. L.L. W TOP WOOD 5GREW a 16 O.G. I I o CLIP NAILED. FROM ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: RAFTER TO STUD. - FIRE AREA WIND SPEED - 120 MPH = _ #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WA5HER5) I I TYPICAL ALL RAFTERZ5 SEISMIC DE516N CATEGORY - B I•' UJ MACHINE BOLT a 12" O.G. • I 5 - ed NAILS EACH END RESIDENCE: X WE,�THERING - SEVERE Z � O ` ` I APA RATED PLYY400V TO PROVIDE 8d COMMON FR05T LINE DEPTH - 36" O V S' I EXTEND TO TOP OF TOP • Q PLATE. NAILS • 4 O.G. AT TERMITE - MODERATE TO HEAVY • I EXTERIOR EDGE OF ALL W � I SFiE,4THIN6. cf) TYPE OF CONSTRUCTION DEG,41' - SLIGHT Z a I ICE SHIELD UNDERL?�YMENT REQUIRED - YES CONVENTIONAL LIGHT FRAME WOOD W CONSTRUCTION 2 WLu II W Z " ULTIPLE SECTION ASSEMBLY: ISI- I I 1/411 TH I GK BOLTS a 200 J GENERAL NOTES -' I 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY a ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE W W l I I I i I BUILDING CODE, AND THE NEW YORK ,STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. 1 I I 1 I I To vYER L soXN& CONSERVATION CODE, AND LOCAL AIUTHORITIE5. 14. THIS STRUCTURE HAS BEEN DESIGNED IN Z BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE A&SREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY W MINIMUM 28 DAY STRENGTH OF 5000, PSI CONSERVATION CODE. = Z -SIMPSON M5T2'1 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL L^ Q I I I i I I/2" LITE - 20 GAGE 5. ALL LUMBER SHALL BE GRADE STAMPED DOUGLA5 FIR- CHANGES PRIOR TO AND DURING CONSTRUCTION. METAL STRAP ®48 - I i l '� i I OG. LARCH STRUCTURAL GRADE #2 OR BETTER. Q ERS AND TRIIMMER5 AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE °� °r4DOUBLE TOP 4. STAIRIDEANDD UBLE FLOOR O�N NG5, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. Z B LY I l l 1 I l I 2 x 6 .16" D.G. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. I I 1 I , STUDS I'7. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE SHUTTER AS S E MFAINT. - I I ,, I S. BRIDGING TO BE PROVIDED FOR ALLJ015TS AND GOAT EPDXY PA INT. ALL FASTENERS TO BE ASTM N.T.5. I I , A-325 BOLTS, 3/4 DIAMETER. FOR PANEL 5PAN5:4' OR WIDER SPAN I � I� q, FLOOR BEAMS. SPACING NOT TO EXtGEED 8.0 FT. TS AND 11 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR OBTAIN CENECESSARY O PROTECT T HEMIENGINEER 25/52" APA 5PAN-RATED 48/24 5HEATHIN6 GRADE PLYWOOD l 1 VERIFIED BY CONTRACTOR(S) PRIOR TO START OF (OVERLAP AROUND OPENINGS 4") I l , I I , �t ND NAIL �,� AND OWNER. 2x4 STRONG-BACKS @ 24" OG �. � � 4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AT ANCHOR BOLT FOUNDATION HAS PEEN DESIGNED FOR A SOIL Iq. DO NOT BACKFILL AGAINST FOUNDATION WALLS I 1 SIMPSON MST2'] BEARING CAPACITY OF TWO (2) TSF: AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. ASSEMBLY: SEMBLE PLYWOOD TO 2x4'5: # 10x5" (w/ WASHERS) GALVINIZED OR I 1 I I/2" LITE - 20 GAGE LESS THAN ITI CONTRACTOR ALL L VERIFY THAT U. PREAS METAL STRAP X48" OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL WOOD 5GREW (@12" O.G. I,�' CONCRETE SLABS TO BE COMPACTED TO q5% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 5TAINLE55 STEEL 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ NAIL SHEATHINcs TO SILL PLATE ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. cd Z . 8d NAILS ® 4" O.C. RELATIVE DENSITY. #10x5" (w/ WASHERS) GALVANIZED OR 5TAINLE55 STEEL �r .;s' 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND WOOD 5GREW ® I6" O.G. �?r�:�-,• 7. ALL HEADERS 6.0 �T IN LENGTH AND OVER TO BE � Q • -�, ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - REBAR :;< `: :° 2 x 6 SILL PLATE 5UPPORTED BY DOUBLE UPRIGHTS, q.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY Y #1O TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) Y• � ;�� AGQ TREATi=D �� W6 �;�. # BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING GORE. -� � .rn C O MACHINE BOLT 0 12 O.G. SEE FOUNDATION D ,._,. MINIMUM OF 2-2x8 OR A5 SHOWN ON DRAWING. 22, ANY ALTERATION REPAIR ADDITION OR CONVERSION TO uw� FOR DESIGN. " L 5/8" x 12' AB. ®48. OC. W J O W Z 5 �.� 8. PROVIDE FIRESTOPPING AT AtLL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE :3 W •02 ui WINDOWS - GLAZED OPENING q. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 4 Q N PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DO(OR5, WINDOWS INTERCONNECTED SMOKE ALARMS. W • N=4 IN ACCORDANCE WITH LARGE MISSILE TEST OF AND DECKS ETC.. Q I- . �CO) ASTM E Iggb AND OF ASTM 1886. PANELS 23. THE NYS GORES ALSO APPLY TO ACCESSORY CONTRACTOR MAY USE WOOD STRUCTURALTOWS. N + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. V M IN LIEU OF THE ABOVE MENTIONED WIN HOLD DOW N y `� PANELS TO BE PPRECUT RIDED. O FIT TENE OVER WOINDODE5 411 H TO CRITICAL LOAD PATH I1. ARCHITECT NOR ENGINEER 15 NOT' RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD HARDWARE PR FOR THE INSPECTION OR SUPERVISION OF ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. SHALL COMPLY NNY550 CHAPTER #2304.1.6 THIS CONSTRUCTION PROJECT. FEDERAL, STATE PANELS TO BE MAINTAINED ON SITE. LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. �P��OF MFtvY �o�Ps C. sq��p� NAILING SCHEDULE FRAMING DOTES * ~ N TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I. ALL RASMFIR-LARCH STRUCTURAL SPADE No. 2M OR 10 . PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4 11 0 DOUGLA PAPER ASSOCIATION ox.. EXTERIOR EDGE5 AND 6 d ® 12 o.c. BETTER. I NTERMEDI ATE. o SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2. ALL 5HEATHIN6 TO BE APA RATED, EXPOSURE I, 5/6" PROJECT NO: h MIN. THICKNESS OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 0711 RAFTER/TOP PLATE 5-8d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. DRAWN BY: o to ° CEILING JOIST/TOP PLATE 3-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, CEILING JOIST/PARALLEL RAFTER '1-16d (FACE NAILED) EXPOSURE I, 5/4" MIN. THICKNESS. ALL EDGE5 OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION 1-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: COLLAR TIE/RAFTER 2-8d (ea. end I-I/4" strap) TCS ROOFS - BLOGKING/RAFTER 2-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE GABLE 4. ALL HEADER5 6'-0" AND OVER SHAkLL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER o Io - - RIM BOARD/RAFTER 2-16d (END NAILED) WITH DOUBLE UPRIGHTS, W-O" AND OVER WITH x TOP PLATE/TOP PLATE 2-16d (FACE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. 9119108 o TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 15. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA a '= STUD/STUD 2-16d (FACE NAILED) _ _ S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL HEADER/HEADER Ibd (PAGE NAILED) . AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND - _- TOP or BOTTOM PLATE/STUD 2-16d (END NAILED) SHEET TITLE. - - 100< 0 45 O BOTTOM PLATE/FLOOR JOIST 2-Ibd (PAGE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB ® 8'-O" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED lo t o JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPEMlING5 ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BRIDGING/JOIST 2-8d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAMING5. BEARING POINTS AT A MINIMUM. A SINGLE 1 5/4" NOTES & h BLOCKING/JOIST 2-8d (TOE NAILED) GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 0 o Io° o OO D LEDGERSTRIP/BEAM SILLO 3-16d (FAGS NAILED) �- DOUBLE UP FRAMING UNDER ALL P05TS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF DETAILS IO < o e,5o JOIST ON L 5-16 (TOE NAILED) PARTITIONS OR AS NOTED ON DRANIN65. COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. PROVIDE 8d COMMON NAILS ® 4' 0.C,. BAND JOIST/JOIST 5-Ibd (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHfALL BE FASTENED AT HIGH PRESSURE ZONE - 6" O.G. BAND JOIST/SILL or TOP PLATE 2-16d (TOE NAILED) 41TH RATED OR APPROVED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROW5 OF 1/2" DIA. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. PLYWOOD ROOF DECKING Sd ®4 O.G. EDGES, ®8 O.G. FIELD ED EQUAL. GALVANIZED MACHINE BOLTS ® 12" O.G.. SHEET NO: IO° o <,so D STRIP SHEATHING 8d (ONE/RAFTER) PLYWOOD ALL 5HEATHING 8d e4" O.G. EDGE5, ®8" O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. W PROVIDE 8d NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD SUBFLOOR DECKING 8d ®6" O.G. EDGES, 012" O.G. FIELD BUILDING CODE AS A MINIMUM. AILL 2X6 STUD5 15. THIS DRAWING 15 AN INSTRUMENT PREPARED TO PORTIONS OF PANELS IN HIGH PRESSURE ZONES. SHALL RECEIVE 5-I00 NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE • NOTE : a = 4 FT. IN ALL GASES CONSTRUED AS A CONTRACT BETWEEN BUILDER AND NENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. COMPO owNER. CONTRACT & CONSTRUCTION � v DATE: 9/1/13 REVISIONS %a/15 ADDENDUM *2 48' 44' 5'-0" 8' a" ASPHALT ROOFING, SHIN6LE5 ON m UNDERLAYMENT PER SPECIFICATIONS ON N --R I _ -(2 -2x10 I - I �-- --- FTHK. PLYWD. DECKING, ON WOOD _J - G,IRDER L L _ b" THICK POURED CONCRE J ' TE FRAME BELOW. (TYPJ 8�� P.T. ' FOUNDATION WALL REINFORCED w/ 2 04 1 REBAR SET 12" DOWN FROM TOP OF �p x Xx WALL. WALL TO BEAR ON Ib" WIDE x 8" 2x10 P.T. 2x10 P.T. cY DEEP CONC. FOOTING, REINFORCED w/ 5 (`I P.J. o W *4 REBAR SET 2" ABOVE BOTTOM OF W 1 1 FOOTING,. PROVIDE DAMP PROOFING AS I'1 .i',II•:cx• ,L�;Y :?n(M•o-t.A:Y• .Y S: �S,rt•^Jas•'�{, 'f.: •it i's4',`5..e• • • s: V •••' .•~•.-1•:. DIMEN510N15 , , .. . s , ..,♦ :+, . •;i, =x'�: ,III REQUIRED BY GORE. �x :. � w r-------- --------------- ---------------------- ------------- O-------- Lul ------------ 20'-8" '-4" � W TYPICAL YwALL BRACE W WZ cn BASEMIENT Lu I i ------------------------- R-Iq BATT INSULATION , N i ; b - BETY%!EN JOISTS ABOVE i I J o ' G,ALV. STL. WINDOW Q ' a I y3x I WELLS AT EACH WINDOW p nUL WT _ _ W W 10'-5" 12'-10" _ I - Z Lu PE UMN ON 50" x � D.. -- --LZ r � P.C. . (T 5 AND I ' �'} I WIOXSq I r _ _WIOX3q_ I I _ I I WIOXSq � i Q ----1— — .��— I— --- +—+-- --- -- = I I I I I I I I lY1 I s. rJ , L-----J .f DG, - I i � I 'UP I I BASEMENT � � VERIFY - .. L-------------- � I ' � I 1 1 R-Iq BATT INSULATION I �•' I I ' YELLOW PINE 5T' IR BETy`4EEN JOISTS ABOVE w/ HAND RAIL. MECHANICAL I , I 1 G,ALV. M. 5TRING,ERS w/TR. AREA I H AT TOP OF ( WD. TREAD STAIR TO ORADE I I Ya I IL x �,"-- - I - i i---PROVIDE 6ALV. METAL JOISr� ^ ' = � �` �'--- �----- --- ' i .•4. i HANGERS. (TYPJ --- 4-- I 4V: 111 LI 2x8 P.T. 2x8 P.T. t I co _ - L, r------� I r--t--� I 1 r-----, _ I �'•, -, 1 i i � i io WIOXSq i i 1 •„* • I I I � J �. pp � 1 = I •` -j I I j I I 1 I I L +w , III�CCC7 • _J W J• � 3 .. --J 4" THICK GONG SLAIB L-- - I 1 I I � z W b I BASEMENT REINFORCED w/ bxb 1040 W.IW.M. I ' I 11 �� i � W• 0 I a , R-Iq BATT INSULATION PROVIDE SAW GUT NTROL I I I l�. I M 1 IFP-H-1 BETWEEN JOISTS ABOVEI 4 -AT 20' Ili VAL5. r: 1ex I O x g W• N 10'-8" 14'-7" Sa I I'-5" 1 = I i I^ i Q F- v � i � c • I I '`• i I r- r �I I 1 1 -4—I ?e I I 'I U) co) I 1 1 I i---- d-------- J 100 I MAIN PANEL L --------- „--------- ---------- --------� '"w�},. L-------- ------------- -- -06m -------------7v ------- I ?•' L: is IN?' a :!l +•,•: y-'. Y', '. t,.' v •,.. ,�a • �.r„r,�(� • I I i .r,•7,<.� v.•• IG,. ]i: '+!.`„ .•�{C•.tie'Yv.e•"rt .w :.'f•A'3l+iaT. r,:7iw•r• `j +. + ii �.,....:.a:�1^e t: r•• _,'••'••�'xY: Y-7!%• .. .' '..r�%If+w• •SL'i L ---- ------ ---- ----- -----------T ------------- -------------- --�—(------'--- —T----------- ----- ---- ----------- I — I I I � l 2x8 P.T. 1 2x8 P.T. 1 2x8 P.T. l D.J. O Ib” O/G. OF D.J. o I6” O/G. D.J. o I b" 10/G. i I ��P�� NFw Y0 �0 ' ' PROVIDE 6ALV. . WINDOW YV.LL. 1 In m � r r -i r •A I o , (3)-2x10 --I-- 17 __ AT BASEMENT SHOWN. (?YPJ L�- ---- ----6- �---�-----�_— ----- Ib" SQ. x 8" DEEPD.C. FTG,. w/ 8" x - �- - SEAMLESS ALUMINUM 8" OZ. PEDESTAL rO UNDERSIDE OF I FCST 018350- GC ------ -------------- ------ G,UTTER5 AND DOWNSPOUTS ry PIPED TO DRY WELLS, SHOWN 61 AB01/E. J SHADED ----- - ----- 1 �'� 15'-q" 5'-b" 5'-6" 3'-10" ON VIA. SOW 14'-2" 14'-2" 4'-6,V2° w/GONG. TT UNDERSIDE 30'-10" PROJECT N00711 RAWN BY: f"1'YP� 2" DRAIN LINE FOR OUTDOOR RJB IV-SHOWER TO DRY WELL I 1 TCS DA 9/19/08 A ROOF PLAN FOUNDATION PLAN1/411 SCALE: 1/4" V -0" SCALE: 114" = 1' -0" ELECTRICAL LEGEND SHEET TITLE: 0 DUPLEX REGEPTAGLE OUTLET 5AI TaH 0or, &Roum FAULT INTERRUPTOR OUTLET BASEMENT SURFACE MOUNTED CEILING FIXTURE � ROOF PH TELEPHONE 0 l-ELEV 15ION 5/5SMOKE DETECTOR SHEET NO: CONTRACT & CONSTRUCTION DATE: 9/1113 REVISIONS V22115 ADDENDUM 02 6/11/15 ADDENDUM 05 --•� i 8x12 FIR BEAM 5/8rx11rx'1r STEEL TEE. � (5) 5/4' M.B. COUNTERSUNK s PLUGGED 3/411x11' STEEL PLATE in 5x12 TIMBER BEAM PLAN VIEW W CONNECTION DETAIL Cad TIMBER BEAM SCALE: 1" = 1' -0" }' z 44'-0" 44'-0" 54'-r4/2" 8'-q" 13'-3" 13'-3" 8'-q" _ U LL 0 z �2OV25y2 �2" �2MAHOGANY TREADS w/ AZEK O U cI/ RISERS PAINTED PER SPECS. W a2ON T.L. FRAIMINb. z c ) a PROVIDE (5) 2x8 ER ON 2x6 O11 N ON PROVIDE 18" CEDAR W PLATE AT BOTTOMOF WALL OYER PERFECTIONS L W EXPOSURE ON 5 5000 BLDG. FELT r- ---------------- ---- - -- -, ON 5/8" PLYWOOD SHEATHING W ON 2X6 WOOD FRAMING w/ 1 Q FPO 12 80-4 FW6 120 -4 FVV6 1201-4 i R-14 BATT INSUL. MYPJ V Fv I — — — — — — — — ' — — — — — — I Q O 1 i i i i i i 1 (2)-2x14 r"�/ (2)-1/2"XII . PLT. DROP IH,EADER cl N 1 I I I I I I I I I I I 0. U � I I I I I I I I I III I I I I I I I I I I //�� I I I I I I I I I I I I I I I I I I I I I W (5)-2x10 M-2x10 _ 1 I I I I I I I I I I I i " i " " i u i u i u i n I u I uLu Q _ 1 1 4--I I I 4-3 I I 4-3 n 4-3 I I 4-3 I I 4-3 I I 4-3 4-3 4-3 I I 4'-7" I � I � w/ O THIS WALL, m o I I I I I I I I I 8x62 beamed aohimg above ] i i i i i i M i L�f� z ' - W/DBL. 2x4 I6 511JD xFRAM1ANG, `r I I ° 1 'n I I I I I I I I I I I W - STAGGERED To MINIMIZE SOUND � i � _ M I I I I I I I I I I I I I 1/2" GYP. BD. FINISH ON TRANSMI551 N BETYeEN ROOMS, AND 2 6 iT G Y 1 aPRUGE DE�KGING WALLS AND CEILING PAINTED "QUIET ROCKGYPSUM DRYWALL Fill PER SPEC.i'S. ( UNLESS 1 I I I I I I I I I I I I I ; jD1NINUJ/ 1R00M ! 1 - 11 OTHERWISE NOTED) _ I I I I I I I 1 1 I I I I I I I I GUE5T I I I I L�IING ROOM I 1 1 I I 1 1 WOOD 1FLTOOR 1 1 1 I V r7 i Q i i 1 1 WOOD FLOORI i i i i i i i i I i i n I1 MASTER BEDROOM #2 I WOOD FLOOR (CHANGE IN BEDROOM V ! i i-• i i i i i i i i i 1 FILING. (rYPJ OD FLOW— O • r = L� I I I I I I I I I I I 1 I I I I I I I io j O n ---- ----- 1 I I I I I I I I I I I I I dJ - --- ---1 4" v 01 - o I Ej'_sit8y2" �� 0 X 0 I ao I I I I I I I I I I I I I I I I I I 3'-5" I-Ily2 1 ( _ - m i "��f 15/8 x II IN M. TEE IV ELGED 1/;2"� P� LYWOOD -. O i BUILT-IN SWVI SEE i i i i i i (6)-2xb �� r - :21-8y2 I'-8" 10'-4" �1 dJ i I SHT. 0 7 LI111/Irb/D INC I (2)-II '7/8r 1GI�ER I I I TO 5/4" x I " ATL. PLT. � 1 i SHEATHING. I Q O 1 ELEVATION5J J I I I I I I I I I I I I I I I I I DETAIL THI N I -II5T0 TH i i i i i n i i i iNTINUE TIMBER BEAMS ---1-rt- OOTGl CENTRAL GIRDER.m 1 1 i ' 1 BUILT-IN 11 ------- 1 1-------GL. W1dd� - ------------ ____________. . _ SHELF POLE SHELF 4 POLE 3,_b„ 112 w/ 3/4"XII' i i = (3)-II-'1/8" LYL FLIAH . . OO iv --- ----- ----- iy _ O O cl n =------------ WOOD T.' 1 � HEADER � I - 0 0 --- ----- ---- _ - _ � = 1 O M. P L I _ 1 1 STAIR III" I lO ' ad - - - - -_-- -—- p �� �� I I cv i RAIlLIN6 (b)-2xb POST i Z I BATH - 1 ryo ti ryo i I ehalvt X I ; �� N Q• r - 0 6`O` WOOD FLOOR - STH O$ r j 1 1 i I ♦ O } I 1 M 48 W. PREFAB. I I n i O '� I W J• oc 3 V O M. FLOOR O A IG ESS 1 G 1 FIREPLACE. SEE 1 1 1161 CHEN `� ' z w WALK_I N I 5T IRS t ry - � o � - G 05ET - ti 1 -- i1 i F � U �\ ��� � W• 03: 2 � o x I 1 = I ----- L 0 tillIII I ' DEG NO OWN T W " x n WOOD FLOOR I 5TAIR R _ _ I I I I I H 1 n N GUST D L I II I ' ` N T� 1 �fO !, n 1 dJ DW I ME BELOW 8+� ri + I M Q ��DROOM #1 -- �1 I �� 111 I KITCHEN CABINETS BY r ---- x I =N Q F- O - 1 --- - 01 = ti� i CABINETS PLUS ! open wood -1 _ in - A WOOD FLOOR --- --- 1'� - N y. LL& below rallln 41 I -Z I/2 GYP. BO. FINISH ON __ __ i.g GUE5T ---------- - - 12 0 --cl- i 1 WALLS AND CEILING PAINTED I 1 ' 111 14'- 1 5'q 0 BEDROOM # 1 `; PER SPECS. ( UNLESS --- --- I � - i u R/Fb'- " 1 m I -' OVER G.J. i M OTHERWISE NOTED) 1 --li\ Ill 81-411 ly2 1 m • II 4" --pN-- 1`- iii - (3)-2x10 1 II I II I ' - IIIauxtu STOR• a _ ON � OC � i � '�, - 1/L ' , N KE of NF _ O _ 1 1 dJ (?�-2x10 ' q all fro ' STUDY i i O 1110 WOOD STAIR I , - P S m Q WOOD FLOOR 1 I iliry = 4 RAILING +� =n i ' ' 1 - o O FO ER- m L wooD FLooR_ = m o r * PANTR`I' 0 I � wooD Loon I 1 N WOOD FLOOR i- O cV 111 c`I _ - (2)-2x8 (5)-2x10 2)-2x8 ' 1 � BATH 1 .fl - I N Ili _ (Y i�, 350-A G< ,,,IW2 . ,�. ,, ,.,. x,: WOOD FLOOR ^�I I m ry rFR fn =n i d; LII d) o (V D W ---------i i TN2842 84-0 A 842 -- -------- I '� I n I— ——— — — —— — — —— — — — — — — — —— —— ——— —— —— —— —— — ————— — ————— PROJECT NO: TW28 10 c Tw2 310 0711 ' r------------- ---------------- ----� RAWN BY: ---- ------- ------- ------------ - , RJB -�, FRONT PORCH � . HECKED PROVIDE (5) 2 HEADER ON 2x6 I I I TCS PLATE AT BO M of WALL OYER 5/4"x4 6, ON T I i DECKING ON T ATE: %4' DECKING O TJI F.J. FRAME (3)-2x6 . POST ASED IN Ix 1 5 1 BELOW 9/19/08 AZEK AP AND BASE. PROVIDE �- HOLD 5 AT BOTH TOP ---- -- ----------- 1/411 = 19 - on AND oM. J SHEET TITLE: 3'-4" 101-111, 3'-4" 6'-O" 2�'�2�� 4'-6" 4'-6" 5'-10" 6'-011 ,��� 5Y2 so 2 2 2 —� q'-O" I I'-10" 4'-a" b'_ 2" 6'-4" 2'-O" 2'-O" 4'-6" 4'-6" 2'-0" e �.2 FLOOR 3'-o" q'_�/2" 41_0 11 gi_Ou 16'-q° PLANS 44'-O" SHEET NO: . LOOR PLANFIR T FLO R PLANCOND F _ SCALE: 114" = 11 .099 SCALE: 114" - 1' -0" 14-15 SF 11165 sr 5,240 SF TOTAL — II I • -- v mar LU w 10 amimm _• . - Lu W It Ftw -- - - - - - - - - - - - -- 00 mill -- ■ �_ r Uj a. - - - 1 1 R -a I I I- • 'PROJECT NO: Mgt I• � • a. - �� '�' ��. �� %��'� gib;+.� 0711 W - ChECKED Bill'. TCS 9/19/08 ul -- _ oil . IIS -- III W SHEET TITLE: ELEVATIONS vollorl , .ML- SHEET I- -- • — ` —--• 0 FA • 1 • Ll W • • REVISIONS %72tW/IS ADDENDUM #2 PROVIDE METAL STRAPPING AT EACH RAFTER TO RIDGE CONNECTION 0 >- THK. PLYWD. SUBFLR. BETWEEN BRACING TOP OF RIDGE W Z PROVIDE 2x4 BRACING AT 52" O/G. ui z PROVIDE ASPHALT ROOFING SHINGLES LL O CEILING JOISTS AT 16" O/G. W/ R-50 BATT ON UNDERLAYMENT PER O INSUL. (SEE FLOOR PLANS FOR JOIST SIZING) SPECIFICATIONS ON %' THK. PLYWD. DECKING ON FRAMING BELOW n W cl) IL PROVIDE HURRICANE CLIPS AND ALL Z REQUIRED STRAPPING PER CODE. W PROVIDE GUTTERS PER SPECS A5 0' SHOWN ON ROOF PLAN 4 EXTERIOR 2 W ELEVATIONS. W Z / \ Q TOP OF PLATE LINE OF RAFTERS —T BEYOND - 50TTON OF HEADER a Cj PROVIDE 2x5 LOOKOU75 AND NAILING r HEADERS ,/ GYP. BD Lu / Z 2xb V-GROOVE T46 DECKING W/ 1/211 SOUND BOARD W/ SOUND , ' ,' ' • ' , _ W BLANKET w/ WOOD FLOOR FINISH. .' •'i .•'•.. TYPICAL DOOR CASING. ` \ `.\ PROVIDE METAL FLASHING TO . / (SEE SPECS. FOR 210 Z DETAILS) `� EXTEND UP AND OVER SILL ABOVE. = p = z PROVIDE SOLDERED L.G.G. PANS /�,' /�, ' WOOD RAILING dJ UNDER ALL WINDOWS FACIN6 WATER, GUEST — �\� BUILT-UP BEAM AT BASE OF WALL. TIED INTO ROOF/WALL FLASHING BEDROOM `. �• (SEE FLOOR PLANS FOR DETAILS) �J BUILT-UP BEAM AT BASE OF WALL. (SEE 2 FLOOR PLANS FOR DETAILS) ,'' \ �` �. 4;s4 "r PROVIDE 5x12 LET INTO 5x12 1/2" AT TOP OF 5UBFLOOR PERIMETER OF ROOM _ TOP OF PLATE • TIMBER BEAMS FIR BEAMS. (SEE FLOOR PLANS F' R ODETAILS) I TOP OF PLATE f r/fin BOTTON OF HEADER PERI MOULDING AT STAIR HALL r ------- PROVIDE CONTINUOUS LINEAR LIVIJ r SOFFIT VENT W/ INSECT SCREEN. J BOTTON OF HEADER BUILT-UP HEADER F- -J / \ \ J // \\ O \\ BUILT-UP HEADERS. (SEE -cv of Z FLOOR PLANS FOR DETAILS) �' N Q• M ,. MAHOGANY TREADS W/ AZEK JpJ W r- J - aJ RISERS PAINTED PER SPECS. ON f`O � iv (3)-2x6 T.L. POST CASED IN Ix AZEK W/ T.L. FRAMING. J r GAP AND BASE. PROVIDE HOLD DOWN ;p �' g °• � STRAPS AT BOTH TOP AND BOTTOM. LLJ J' In z Ll F- \ / / crYPJi i z LL uj to MAHOGANY DECKING 4 TREADS W/ o WOOID BASE MOULDING — — — — — \\ // // AZEK RISERS PAINTED PER SPECS. ON g W. N — — — \ / , H I T.L. FRAMING. TOP OF SUBFR R LOO OP OF SUBFLOO TOP OF FOUNDATION � r DOUBLE 2xb PLATE Old — PROVIDE SOLID BLOCKING i TJI FLOOR JOISTS r SILL 5EALER ON TERMITE 5/6" x 12" ANCHOR BOLTS W/ AT BEARING POINTS AT TJI w/ R-IQ BATT INSUL. J SHIELD. r NUTS AND WASHERS AT 52" O/G. FLOOR JOISTS. (TYPa I J \ \ \ \ \ \ \ \ \ \\ \\ E OF N LVL RIM JOIST. lrrP) J ///�///// ///� ✓//////////////�\// O PS �• S9 0�, /� STEEL COLUMN AND BEAM ABOVE BABEME 1 T ' ! /' �- = cn ��- / BEARING ON P.G. FOOTING. SEE I J � FOUNDATION PLAN FOR DETAILS \ \ \ 40 THICK CONCRETE SLAB REINFORCED Ib" 5Q. x 8" DEEP P.G. FTS. w/ 8" x 8" \ \ \\ \\ \\ bx6 1O W W.M. PRG7VIDE SAW GUT I I—J YELLOW PINE STAIR P.G. PEDE5TAL TO UNDERSIDE OF ' CONTROL JOINTS AT 20' INTERVALS. J BEYOND. GIRDER ABOVE. (TYPJ \�\\/\\/\\/ / / r \\ PROJECT N0.0711 r I . . // //// // / // / • TOP OF FOOTING DRAWN BY. i Lis i \ \ \ \ \ \ v 1 RJ B 8" THICK POURED CONCRETE FOUNDATION WALL \ \ -�+ \/\/ -�+ REINFORCED w/ 2 4 REB EA SET 12"«DOWN FROM \ \ \ \ \ \ \ \\ \\ \\ %\� '\\ \\ \\ \\ \\ \� \� \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \� \\ \\ \\ \\ \\ \\ \ >/ 611 \\ \\ \\ CHECKED BY: TCS TOP OF WALL. KALL NcSTREI�NFAORR��w/31Nq BAR / // // �/ �� // // // // DEEP GONG. FO T /\/\/\/\ \/\/ /\ \/\ �\ DATE: SET 2 ABOVE BOTTOM OF FOOTING. PROVIDE \\/\\ \/\ �\/ \ 9/19108 DAMP PROOFING AS REQUIRED BY GORE. / / / / / / / / / \/\ \ \/\\/\\ \/\\/\\/\\/\\/\\/ SCALE 318.. \/\/\/�\/\/\� SHEET TITLE: \\/\ BUILL)INUECT SIONX, /i / � \ �` SCALE: 31s _ 1 -0.. . ��\\\ \\\\\,�\\/\�\,.�\. \ ,\\,\\\,\\\i�\\i\�\j\\\\\/X\./\ BUILDING \\/\\/\\/\ /\\/\\/\\/\\/\\/\\�\\/\\/\ / FOOTINGS BEYOND \ \ \ \ \ \ \ \ SECTION SHEET NO: CONTRACT & CONSTRUCTION DATE: 9/1/13