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Home My WebLink About42293-Z %uFOFtoft � �Cp Town of Southold 12/18/2018 0 P.O.Box 1179 o • 53095 Main Rd 4,' Southold,New York 11971 �sxt CERTIFICATE OF OCCUPANCY No: 40098 Date: 12/18/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 809 Maple Ln., Southold SCTM#: 473889 Sec/Block/Lot: 64.4-31 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/11/2018 pursuant to which Building Permit No. 42293 dated 1/11/2018 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: one family dwelling with covered front and rear porches first floor decks, second floor decks, unfinished basement and attached garage as applied for. , The certificate is issued to Bittner,Jacqueline of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0026 1/9/2017 ELECTRICAL CERTIFICATE NO. 42293 2/20/2018 PLUMBERS CERTIFICATION DATED 1/24/2018 o eph Tuoigy ho * d Signature p�SU�Fo��c� TOWN OF SOUTHOLD BUILDING DEPARTMENT y 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#: 42293 Date: 1/11/2018 Permission is hereby granted to: Bittner, Jacqueline PO BOX 269 Peconic, NY 11958 To: Demolition of an existing single family dwelling and construction of a new single family dwelling as applied for per Trustee approval, SCHD approval, and DEC NJ letter as applied for. Replaces BP # 39825 At premises located at: 809 Maple Ln., Southold SCTM # 473889 Sec/Block/Lot# 64.-1-31 Pursuant to application dated 1/11/2018 and approved by the Building Inspector. To expire on 7/13/2019. Fees: PERMIT RENEWAL $1,036.00 Total: $1,036.00 Building I pector . �u TOWN OF SOUTHOLD 4�guFFDa�-�Q , �� BUILDING DEPARTMENT '` TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39825 Date: 6/2/2015 Permission is hereby granted to: Bittner, Jacqueline PO BOX 269 Peconic, NY 11958 To: Additions and alterations to an existing single family dwelling as applied for per Trustee approval, SCHD approval, and DEC NJ letter as applied for. At premises located at: 809 Maple Ln, Southold SCTM # 473889 Sec/Block/Lot# 64.-1-31 Pursuant to application dated 5/18/2015 and approved by the Building Inspector. To expire on 12/1/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,687.60 CO -ADDITION TO DWELLING $50.00 Total: $1,737.60 Build i A g ectar _-.. 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: V (check one) Location of Property: E30-1 M A-PL Q-3 , So Q140 1,17 House No _ Street Hamlet Owner or Owners of Property: j aC-q(,+_X:0-C i-t�Mt� Suffolk County Tax Map No 1000,Section 6 Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: CA,'Ir`ck i fi Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ r �`�Applicant Signature pf SO�Th,®l Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 •® • ao roger.riche rta-town.southoId.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Jacqueline Bittner Address: 809 Maple Ln City: Southold St: New York Zip: 11971 Building Permit#: 42293 Section. 64 Block. 1 Lot: 31 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA. Jim Sage Electric License No: 365-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 X INVENTORY Service 1 ph 300a Heat gas Duplec Recpt 93 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water GFCI Recpt 14 Wall Fixtures 25 Smoke Detectors Main Panel 2-15 A/C Condenser 2 Single Recpt Recessed Fixtures 56 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 2-20 Emergency Fixtures Time Clocks Disconnect 2-15 Switches 93 Twist Lock Exit Fixtures 11 TVSS EJ Other Equipment: 3-bath fans, 1-range hood, sauna, 8-ARC fault circuit breakers Notes Inspector Signature: Date: February 20 2018 81-Cert Electrical Compliance Form xls � I - t Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 O Southold,NY 11971-0959Dl�•C0 BUILDING DEPARTMENT TOWN OF SOUTHOLD 66 L5 D FEB - 8 2018 { �• CERTIFICATION TOWN OF S®UTg®LD Date: v i'L`A Building Permit No. a a a 3 - - 1 Owner: 1 0e'r (Please print)" Plumber. Tvs _7\—jo M� --_ - 3 b 1�-( w•� { (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 1 Q-A A-2 Z:n� ll (Plumbers Signature) Sworn to before me this Zq day of JF , 20 to JOHN P LICCIARDO NOTARY PUBLIC-STATE OF NEW YORK No. O1 L16259018 'Quolified In Suffolk County W1:6 rimltsion Expires April 02, 20�k Notary Public, &KO�7K County 20 I OF SO(/lyolo dd-1 J • ao o�ycOU�,�A TOWN -OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST- [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL- [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ' [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: '7D A4�� DATE �'� n INSPECTOR 1 �1 � • CoQ _ olyCOUMN,Nc� TOWN OF SOUTHOLD BUILDING. DEPT. , 765-1802 INSPECTION ' - I UNDATION IST [ ]- ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING] STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /1177� S DATE INSPECTOR i o�AoFso�lyol TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - - ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] F UNDATION [ ] INSULATION' [ FRAMING / T PING [ ] FINAL [ ] FIREPLACE [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � OJ DATE' fl( INSPECTOR SOF SOUry hod oho • �o c0UN1`II TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECT ON [ ] FOUNDATION IST [ ROUGH PLUMBING [ �FNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: .i . c DATE AV INSPECTOR , 1 OF SOUTy� cOUMY,� TOWN OF-SOUTHOLD BUILDING-DEPT. 765-1802- INSPECTION , [ ] FOUNDATION I ST [ ] RO H PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [, ] ELE RICAL (FINAL) [ ] CODE VIOL ION [ AULKING REMARKS: �-- 1 don DATE �� "� leo INSPECTOR ` s a 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 CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE INSPECTOR q)oo,vls? OF SO(/Tyo cou 10ct� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] 1IVULATION [ ] FRAMING / STRAPPING [ 'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ( S cS'IY��fi/V L 4 �- r �✓l v 71ti✓ C.WI yv/ /I h, coyq�s mj CM4 AU, fVAWI�VV nS �""cl C4., DATE INSPECTOR OF SOUIyOlo ...,, V � 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) [�ij ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR Siyu Liu Architect 70 Main St. Southampton, New York (631) 875-6234 Siyu Li uArch itect.com February 2, 2018 Town of Southold Building Dept. Re: Bittner Residence 809 Maple Ln. Southold Permit#42293 Dear Inspector, The construction changes in the field have been reviewed and approved. Insulation was installed per approved Recheck. Sincerely, Siyu Liu,Architect l� D FEB - 2 2018 TOWN OF SOUTHOLD r. 909 Lam. `o KYNENE"' THE EVOLUTION OF INSULATION INSULATION CERTIFICATE o D This form must be filled out and posted to comply with building code requirements. JUN 2 8 2018 Meets IRC requirements: 2006IRC-N1101.2,N1101.4,N1101.8 2009 IRC-N1 101.2,Na 101 A N1101.8 2012 IRC_-N1101.3,N1101.7,N1101.12 WELDING DEPT. TOWN OF SC'UIMOLD Tile following spray polyurethane foam product(s)has/have been installed. ❑ LD-C-50 ❑LD-R-50 ❑ MD-C-200 ❑MD-R-200 ❑ MD-R-21-0 ❑Other Please consulClnternational Building Code(IBC);Chapter 26-Plastic and International Residential Code(IRC)2006 IRC R314,2009 IRC.R316,2012 IRC R316-Foarn Plastics for specific requirements.The aforementioned Icynene spray polyurethane foam insulation systems)has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area-Insulated Aged R-Value Thickness* Attic Area(Openeell) R- 32 at 9.5 inches Sloped Ceilings R- at inches Walls(location): Exterior Walls(Opencell) I R- 13 at �� inches. Walls(location): ; R- .at inches Floors(over an unheated crawl space) R- -� at �— inches Crawl Space Perimeter R- at C T� inches Basement Walls R- F_ at inches Other(location): �— i R- at C� inches "Nominal thicknesses are representative of field,spray,-applied foam material. Jobsite.Address 18Q9 Maple Lane Southold NY, 11971 Date of Insulation Installation IMirchl6th,2018 Building Contractor Hallock Costruction Insulation Contractor lCary Insulation Insulation Contractor Phone (631)218-9350 Installed By illiam Kriz T^� INSULATION CERTIFICATE o DO NOT REMOVE Please post near electrical panel. ICYNENE Inc. 6747 Campobello • ON • i 'ZiM ,,., vii: s aQ r; �' ' " T$t't ; Ell Siyu Liu Architect D 70 Main St. D Southampton, New York DEC 1 4 2018 (631) 875-6234 SiyuLiuArchitect.com FM, Daij,r�3 TOWN OF SOU1 UG December 9, 2018 Town of Southold Building Dept. Re: Bittner Residence 809 Maple Ln. Southold Permit#42293 Dear Inspector, This letter is to certify that the structural work completed for 809 Maple Ln. meets and exceeds 2010 NYS Residential Building Code. Sincerely, Siyu Liu,Architect T op N E`—'� Situ Liu Architect 70 Main St. Southampton, New York (631) 875-6234 SiyuLiuArchitect.com October, 24, 2018 Town of Southold Building Dept. Re: Bittner Residence 809 Maple Ln. Southold Permit#42293 Dear Inspector, This letter is to certify that the roof insulation for Bittner residence is R32, and the wall installation is R13. Sincerely, Siyu Liu, Architect li I.1 . , .._ 0' . � • l�Z� • 1 1. moi- .(r( -.. v � • YOM Ma WMAR 1IN$UL ATION PER N.Y. STATE ENERGY CODB rowl _. r nul .. : ; M LAr 1 Lj r.1 •.I� alp MA V PK r a z i_.�..R..+ _iii—_ ♦R NMI M �,, • a \i,. J RE I IIOilIr 1.11 mll .'- 1�I i ��,,-u a,�,.,r� �)s�`, 4 C��311✓.�"`- �j�i�ylb i�� ..,��.�✓�lYil �• / +` l f^. `1 l� n� � - - rr TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWNO HAV Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 L� 3 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form �— 16— Contact: Siyu Liu, architect Approved 20 ----- _ Mail to: 40 Long Pond Rd. a ing River, n nm Disapproved a/c Phone: 631 875 6234 Expiration 20__Ik Building Inspector I � PLICATION FOR BUILDING PERMIT MAY 18 2015 �` April A Date 52015 INSTRUCTIONS e 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. (Signature of applicant or name,if a corporation) 40 Long Pond RD. Wading River, NY 11792 (Mailing address of applicant) State whether applicant is owner,lessee, agent,architect, engineer, general contractor,electrician,plumber or builder architect Name of owner of premises Jacqueline Bittner, 809 Maple Ln. Southold (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer na (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 809 Maple Ln. House Number Street Hamlet County Tax Map No. 1000 Section 64 Block 01 _ Lot 31 I Subdivision na 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 residential b. Intended use and occupancy residential 3. Nature of work(check which applicable): New Building Addition X Alteration x Repair Removal Demolition X Other Work $1,250,000 (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor na If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. na 7. Dimensions of existing structures,if any: Front lob, Rear 110'11" Depth 3 7'3 " Height 22'7" Number of Stories 2 Dimensions of same structure with alterations or additions: Front 108` Rear 110ill' Depth 661811 Height 331411 Number of Stories 2 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 125' Rear 2941 Depth 20611011 10. Date of Purchase 1976 Name of Former Owner E. Doebler Residential 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO X 14.Names of Owner of premises Jacqueline Address 809 Maple Ln. phone No. 631 495 3000 Name of Architect siyu Liu, Architect Address40 Long Pond Rd phone No 631 875 6234 Name of Contractor Address a Ing Iver, one No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS_ COUNTY OF ) tJ► V` l,./� being duly sworn,deposes and says that(s)he is the applicant (NarQ 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- efore me thi ay of 'VA\-6- 20 1 ct9VICKI TOTH Notary Public o ry u c Stat of New YorkSign a of Applicant No.01`f061 0696 Qualified in Suffolk County t „ Commission Expires July 28,20 j BOARD OF SOUTHOLD TOWN TRUSTEES I l SOUTHOLD,NEW YORK -� 4 � f PERMIT NO.8362 DATE: JANUARY 22,2014 ISSUED TO: JACQUELINE 13ITTNER PROPERTY ADDRESS: 809 MAPLE LANE, SOUTHOLD SCTM1164-1-31 AUTHORIZATION A S .� Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Sou0old and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on January 22.2014,and in consideration of application fee in the sum of$250.00 paid by Jacqueline Bittner and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and�ermits the following: 1 Wetland Permit to construct a 408sq.ft. addition to the southwest corner of the dwelling; expand front entry approximately 45s •f.with 34s • .porch; construct a § 227sq.ft. landward addition to existing garage; construct a 745sq.ft. rear porch; construction of two dormers on north side and widen existing dormers on south side of dwelling; and expand the 2"d story over single story portion of dwelling; and as I depicted on the site plan prepared by Siyu Liu,Architect,last dated December 20,2013 �I and stamped approved on January 22,2014. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. o � L � r W", *0f SO�rH John M.Bredemeyer III, President Town Hall Annex�� Michael J.Domino,Vice-President ~ D 54375 Main Road P.O.Box 1179 James F. King,Trustee igs� Southold,New York 11971-0959 Dave Bergen,Trustee p Charles J.Sanders,Trustee O �yTelephone(631) 765-1892 cDUNTY,� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 18, 2015 Ms. Siyu Liu 40 Long Pond Road Wading River, NY 11792 RE: JACQUELINE BITTNER 809 MAPLE LANE, SOUTHOLD SCTM# 64-1-31 Dear Ms. Liu: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, February 18, 2015: WHEREAS, Siyu Liu on behalf of JACQUELINE BITTNER applied to the Southold Town Trustees for an Amendment to Wetland Permit#8362 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated January 20, 2015, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found to be Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, 2 NOW THEREFORE BE IT, RESOLVED, that the Southold Town Board of Trustees APPROVES the Amendment to Permit#8362 to remove and reframe entire first floor and second floor of proposed two- story dwelling with attached garage while keeping-existing cellar, total 1st floor area to be 3,262sq.ft.; extend proposed attached garage landward an additional 3' for a total of 558sq.ft.; square off and slightly enlarge proposed rear porch for a total of 756sq.ft.; and square off and enlarge proposed front porch for a total of 133sq.ft; with the condition to establish and subsequently maintain a 10' wide non-turf buffer along the landward edge of top of bank; and as depicted on the site plan prepared by Siyu Liu, Architect, last dated December 28, 2014, and stamped approved on February 18, 2015. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $0.00 This is not a determination from any other agency. Sincerely, John M. Bredemeyer III, President Board of Trustees JMB/amn Michael J.Domino,President O��,OF SU[/T -Town Hall Annex 54375 Route 25 John M.Bredemeyer III,Vice-President Q P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski ® Telephone(631)765-1892 Greg WilliamsFax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 14, 2018 Ms. Jacqueline B. Bittner P.O. Box 269 Peconic, NY 11958 RE: 809 MAPLE LANE, SOUTHOLD SCTM#:i 1000-64-1-31 Dear Ms. Bittner: This letter is a follow up to the February 9, 2018 certificate of compliance inspection. Enclosed please find a copy of the February 18, 2015 Resolution regarding the amendment to Permit #8362, that stipulates as a condition that you will "establish and maintain a 10'wide non-turf buffer along the landward edge of top of bank". Please notify this office when this condition is met, at which time your project may be deemed complete. Sincerely, Michael J. Domino, President Board of Trustees MJD/dd O��QF (/j�ol Michael J.Domino,President S0Town Hall Annex 54375 Route 25 John M.Bredemeyer III,Vice-President P.O.Box 1179 Glenn Goldsmith c Southold,New York 11971 A.Nicholas Krupski a� Telephone(631) 765-1892 r . Fax(631) 765-6641 t = �`�G're n1 Fax I,� OCT - 4 2018 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 7>7 DEEPT. CERTIFICATE OF COMPLIANCE # 1510C Date: September 21, 2018 THIS CERTIFIES that the construction of a 408sg ft addition to the southwest corner of the dwelling,• removal and reframing of entire first floor and second floor of proposed two- story dwelling with attached garage while keeping existing cellar,total 1"floor area to be 3 262sq ft extend proposed attached garage landward an additional 3' for a total of 558sg.ft square off and slightly enlarge proposed rear porch for a total of 756sg.ft.• and square off and enlarge proposed front porch for a total of 133sg ft • with the condition to establish and subsequently maintain a 10' wide non-turf buffer along the landward edge of top of bank; At 809 Maple Lane, Southold Suffolk County Tax Map#1000-64-1-31 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 20, 2013, pursuant to which Trustees Wetland Permit#8362 Dated January 22, 2014,was issued and Amended on February 18, 2015 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 408sgA. addition to the southwest corner of the dwelling; removal and reframing of entire first floor and second floor of proposed two story dwelling with attached garage while keeping existing cellar, total 1St floor area to be 3 262sq ft • extend proposed attached garage landward an additional 3' for a total of 558sq_ft • square off and slightly enlarge proposed rear porch for a total of 756sg.ft.; and square off and enlarge proposed front porch for a total of 133sg.ft.; with the condition to establish and subsequently maintain a 10' wide non-turf buffer along the landward edge of top of bank. The certificate is issued to Jacqueline Bittner owner of the aforesaid property. 0 Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 AM SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790;3409 - Phone: (631)444-0365 •Fax: (631)444-0360 Website:www.dec,ny.go_v LETTER OF NO JURISDICTION February 4, 2014 Ms. Jacqueline M. Bittner P.O. Box 269 Peconic, N.Y. 11958-0269 Re: Application #1-4738-04322/00001 809 Maple Lane, Southold Sctm#1000-64-1-31 Dear Ms. Bittner: Based on the information you submitted, the Department of Environmental Conservation has determined that the referenced property landward of the 10 foot elevation contour, as showed on the survey prepared by Peconic Surveyors last revised 12/18/13, 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 jurisdictional boundary and your project (i.e. a 15' 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. Sincerely, ark Carrara Permit Administrator cc: S. Liu BOH-TW File `Scott A. Russell ,��° �� STO]Kl�MIWATIE]R� SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 °3' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET MAY 2 0 2015 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No f (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. [ ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal El[j erosion hazard area. E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date (( Drstnct NAME ` f U fA I f lA aCch i re C- L- C) w"ei i Section Block Lot 7 e_ / ****FOR BUILDING DEPARTMENT USE ONLY - **** Contact Information ON / / 6 Z n ►n rfF6pb—N—bed Reviewed By: &U — — — — — — — — — — — — — R--PrDate: �J ' IR-- Property operty Address/Location of Construction Work: — — — — — — — — — — — — — — — — — 8 Cf I` , L� L 1:1 Approved for processing Building Permit. v1 ormwater Management Control Plan Not Required. Lk,+tA D Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT- S.C.T.M.$: 1000CRAFTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) bOSUFi7�$ o 3.J 6 Stormwater Management Control Plan CHECK DIST NAME: SI VU L I U_ Section Block Lot a $ S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. � 7J 6Z3 Date �� * The applicant must provide a Complete Explanation and/or Reason for not providing p all Information that has been Required by the following Checklist] IgnnWre TTP—Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item,Please Provide Justification Herel YE NO NA If you need additiona lanations, Please Provide additional Paper. NEVErfm show all of the following items: Y �� P a. Location&Description of Property Boundaries 00 S ONTRO b. Total Site Acreage. t �� A Well not a limit c. Existing-Natural& Man Made Features within 500 L.F. v alae Construction ire Sof the Site Boundary as required by§236-17(C(2), aCka Silt Fe d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. �� 0 n$of exposed e. Limits of Clearing& Area of Proposed Land Disturbance. ve soils. f. Existing&Proposed Contours of the Site (Minimum z Intei va)s) ; 0 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. 00 -iv 1rAKi r'OL 2Qc5GTJ j. Location of proposed Soil Stockpile Area(s). 01oA k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). 0�0 M. Location of all proposed erosion&sediment control measures. ngAiNAGE iNSPECfI®NS ARE REQUIRED 2. Stormwater Management Control Plan must include Calculations showing Cxmtact MS Engineering at 765-1560 before that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 00 rainfall/storm event. that the dii'movage has been installed to Code 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 905 t0 b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) C+D -- �C�-- d. LeachingStructures (e infiltration basins,swales,etc) '� LD G rhV !j ****FOR ENGINEER G EPART US ONLY**** Additional Information is Required. Reviewed& ElStormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater- Management Control Plan is Complete. Date: JT l� SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 DD Town Hall Annex J"Paelephoone W765-1802 54375 Main Road ax(b31)765-9502 P.O.Box 1179 G, • Q roger.richert to:wn.sout�io .ny.us Southold,NY 11971-0959o��coU Y TOWN OFSOLTMOLD I� 1 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION5P �CY 5' , REQUESTED BY: Date: (o Company Name: �}'� �C'�/C- !�C - Name: License No.: Address: �G l9� ` Phone No.: C C JOBSITE INFORMATION: (*Indicates required information) *Name: r ! *Address: �`� oq *Cross Street: *Phone No.: Permit No.: '-�� Tax-Map District: 1000 Section:- _ Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 6cfo - bolo�x-e--� (Please Circle All That Apply) *Is job ready for inspection: CE--S)/ NO Rough I Final *Do-you need a Temp Certificate: YES/ NO Temp Information (if needed) Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other "New Service: Re-connec nderground umber of Meter C ange of Service Overhead Wditional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form 'Z '?: ;}_�,- ;�C:� _ `;.ate.,^� :.,.'�'=�`r rte.9,"c`-';"'• ,i�',' - - - 1 _ BU``I�LD:I'N`G: DEPfARTM'E'NT: ,:OF° ""TOWN SO'UTHOLD`: • TownNatl,Aanez`�54375 MainRoad�;t?O.^Boz 1.:179•'So'utli'old;NY 1Y:1971=0959' cMM 7`L"Telephone:(631),765=18Q2' `'Faz'(63yj= =.Date, YS. L, }:lNumbe�of Meters ;Tempofary"Certificate f�.>'rr - Yq-•3� -- yq,,-'f "k3 t"' y;'.,E`t�'' `"`-' - -�'.�� . �k`t t'�•i2. '1 �rO Sizeti N`3. �V �Pftase� tl: •.�, �, ''2f7'A��.�`,'�=' ;�'` n� M ?''t�tr.'�. Y., `(a `^• N. cs;. 'Axles°` ;QvertieadaFO' aUnderg urid'; tls GhVkT _ �� nn ct•E iistin ery�Fe O an e:of ervice��`1��`R`eco e x `S is } Is, - `,ry �.i ',�i•` ,tet,s' � .A - - s„ - k; �Q iti K. _yISSUed=,t0�' ,,, � � '�'S•Y'V�i w' _ _ _ _ _ >InstallecJ:b 4. - a"r-,.App hcatio'n forFelecfrical service a"ui"riierit°is,on:Mile=wifh,ihe.Town of'Soufhold'.Ona licanYs notification' "ittiis'insta11,t-n.s`coin^'late-`lie:own will,conduct&.,Pte'mises.��inspection'offthe:serV cerequiprnent:: >,This;venfi on is'valid`for'90 ays f' 4'e'above date: F , �QS��tJLk�o Town Hall Annex G� Telephone(631-1802 54375 Main Road o _ Fax(631)734-9502 P.O. Box 1179 CO Southold, NY 11971-0959 w BUILDING DEPARTMENT NOTICE OF. UTILIZATION.ORTRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 1 Owner: ' s .< Location of Property: Please take notice that the check a I,icable line : r. ' New residential structure Addition to existing residential structure Rehabilitation to an-.existing residential structure to be constructed or performed at the`'subject,pro'pejysreference above will atilize (check applicable line): Truss type construction(TIi) ,. Pre-engineered wood,;con truction=(PV1/) _ j bV 1. Timber construction (TO) in the follo 'ng location(s) (check applicable line): „ Floor framing, includingygirders,and beams (F). Roof framing (R)' Floor and roof framing (FR) Signature: Name (person submitting this fora;): L,N Capacity(check applicable line): wner :�zOwner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REF,QEGTIVE REt3, - ti• , t ROMAN ALPHANUMERIC - .-PiANTONE _ - -DESIGNATION.OF'CONSTRUCTION (PMS)#1.87 .r ;r '.y �` TYPE BASAD ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE . 112" STROKE t -- ._..- . --.� `.._ .._ ..'_D'ES1Ci�1Afii�N-FOR-S'[`[t�CT-ltEt'�1L :.- ---.:._--�-------- •,----_ _ ----- - --- Crf3ME +f�i N'RTAqe OF _ } •i'RUSyGNE�IS CONSTRUCTION -- "F" FLOOR FRAMING,•INCLUDING - - - GIRDERS AND B,EAMV, "R" RQOF.=FRAM-ING "FR" 61 dO 4'64W6FRAMING 101.1'7$-ILE.1'+1-1 R,(4 t 11'1CN:S[G�t CX tVljD JANCE WTH 19 W.CRR PART.12G54jq� . • •r , •, rurTosr� • i CODES otviGION EXWI E TR B:S IDENTIHGC TICK SIGN! DATE:03!08/2005 - - - NEW YORK STATE DEPARTMENT OF STATE i DIVISION OF CODE EIV FORCEM ENT AND ADMINISTRATION ,n�.�uzxeeNro's"st�t�. . ,4 • • �_ �.� ♦ .! Y' ' i i _ . ] - i "fir.,. ... � M 'f � � *� w� ` ��'.. • '�A �. -' �, 'k r .y ' r ^a.�+ � � _ � I � �� .�..iis,�-, w _ �. .� .,. ..�.'':, �`*+a.�*+�.� .. .� �,- � � r� 1 � , n , �� M�" `. i ' i s� -aw 1 . _ �� _-__ _. _ �- f _ � � II � � f ... � a � 11 '\ 2.. l\,. '*� � ' S 4 �\ r ll �, y^ 0 T �y � a _ 'V 4 -�4' _. _. e a+w .w. tpi kA ;lh �>,'t kyr •. � f" - - - •? � .. rill 4W, , qlw 40 x,` ,,_mac. .•416: �`_ �yr �r"RG•..^� *� `aTd-. - I _ ,'.,�"' ... �. .! • Y\ii�,q,_ i '� •� Y,' 9�'Ni'. M' Y �. s 7ain�..•• .�,,� r d r a4�.g � ,�,� �.� `'moi..� �►c 'gyp •'. w _ .�• ,.... -...- _ _ •ti, r.^ ��1;"'F t r ' 3. I I 809 Maple Lane Southold, NYS 1000-64-01-31 a AREA= 39, 016 SQ. FT. A4, (to tie lines FLOOD ZONE LINES FROM FIRM MAP NO. 36105CO158H v �O. REVISED SEPTEMBER 25, 2009. ov N8S• SIG' ELEVATIONS AND CONTOUR LINE ARE REFERENCED TO NGVD. OT 00, �T F O� ■ = MONUMENT = WETLAND FLAG. LANDWARD EDGE OF TIDAL WETLANDS 2sr29 DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTING, INC. SS, ON SEPT. 19, 2013 Z TEST HOLE @ ELEV 1 1 z/27/14 . 2/27/14 BY MCDONALD GEOSCIENCE F�jQ ELEV 10 MIXED SAND AND LOAMSTgNT p FRIE HYDMNT 06' l� V� 0A1 ti �oe.Ten r1Ev7 BROWN SANDY CLAY CL N \ 1�9 o \ 30 F ow' PALE BROWN FINE TO / gNTFN/yq A �•• 104' ELEV 06 MEDIUM SAND SP roo��t 0 WATER IN PALE BROWN FINE TO / \ j O' 0) 17' MEDIUM SAND SP W , / vtl RELou \ FF COR /Ui OF WMLTO 0. y MAINTAIN s'Mel DISMNCE To WATER ENCOUNTERED 10.4'BELOW O f000 GAL EPTICTANK SEPTIC SYSTEM SURFACE fa " MCASEMENT RE., LEL OH � V MIN F SLAB AROUN B'Mw IEAOIING POOI RADEA ALT DWELLING WITH IN 1 50'OF SEPTIC � .� PROVIDE oExrEEACTaNG �. SYSTEIN ARE CONNECTED TO CITY / SPACEF/ FUTURE gt aETWEEN WATER ` MAN EP. I---`� • ' Z ` �2�/ LLY `yw; r,r ,7S� �9w�oowN 1.. Vj i LEACHING POOL TO BE / 23.0 LP. 1/z AY 6� 2 rAs 4„ O S'V'MIN TO PROPERTY UNE / / 2 j �" ¢ �y' O+ 1 O'MIN.TO WATER LINE to M W.TO ALL STRUCTURE 20'MIN.TO STORM DRAIN / E.P.1r�•1•. \//'�,)� �Ir� !� 20'MIN.TO SVAMMING POOL E%1571NG �� ? \ e(Aat �'4� 0 a.MINTOSEPnCTANK J / 1 STY GARAGE `ZfJ o U/6 PROPANE LEGEND ::i I--1 I / TMX L XISTIN ® EXISTING ® 20.! ALL DRYWETLTo� 2 ®1 STORY ADDITION / \ 1 STY 11/25TGRY FRAME 10•AwAYFROM V •r� ta' HOUSE AWAY® EXISSTITNY G AWAY FRUONME —A GTI "O Ur eTA 6' SYSTEMPROP.1 20 O 1 ADDITION ACCORDING TO �8 DEEP S.C.D-H S. E TO �� =ELL J Ay REGULATION WnN3TYP 4 CAREA 1 / T 0 p OF egNK ZONE X G MNVYM' �pD A. Z� - Abandonment of existin s nitary'yslem must b W Tie Lines '•1 4,10„ comfonnance vVith depn,� en+requirement Submit 5 , completed form,W � (� as proof. S5709'00"Vy 86.30' S47'18'25"W S3 47 g3 39.25' !! LL, o �`9,GD ARC'7. TOWNU c, CREEK SUFFOLK COUN EFARTMENIPOF HEALTH SERVICES l PERMIT FOR APPROVAL 01 fgO 3S`fRUCTION F01,1 A 1 Site Plan Q I SCALE:11 a 4a-o• SINGLE FAl�iEla°1 RE t�M�Gi' t.'i �t` 030253 yQQ� ,Y 3 ® .��L' FOF NE`N APPROVE® QLLI LQ--, I,p DWEWNG p� ® t9 Min 4" dia class 2400 Min 4' dia class 2400 {• F®� MAXEMtdIJi ®� SE®R�®�iS pipe or equivalent pipe or equivalent Bittner Pitched 1/8" per It min. Pitched 1/4'per fl min EXPIRES THREE YEARS FROM DAT E Ma r _ � E, ��' R E S i D ENC E ® 809 Maple Lane n Southold,N.Y. E` ELa Siyu Liu Architect 9 v o 0 0 0 oO o 0 0 10 Long Pond Road D_ Wading Rivet,NY 11792 631 929 0480 4 e'o" Siyuliu.architect@gmail.com 0 cone, leaching rings Install (1)-1,000 gallon reinforced Install (3)-8' dia. x4' high precast precast cone. septic tank Trde _ WATER LEVEL Site Plan EIEV .6 Date Mardi.20,2014 Stale 1'=4a-(r f Proposed Sewage Disposal System Profile (NTS) R E V I S 1 o N S �` /1'�® NOTES: No. late Description N1.THE WASTE LINES FROM THE SEPTIC TANK SHOULD ENTER THE DISTRIBUTION RINGS AS HIGH AS POSSIBLE 1. W20/14 PER SCHS _ MAYp eg �� 2.USE CROSS OVER PIPES BETWEEN THE RINGS )_Qq,y CROSS OVER PIPES ARE TO BE STRAIGHT 411 DIA PVC SDR 35,WITHOUT"T" --` 6�A E AND MUST BE LEVEL,1 1/2'ABOVETHE BOTTOM OFTHE LEACHING RINGS 3 BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL S9_'a F,00. HEALTH SERVIIC�!yES oWg.No. (�"'�� ,pp�� u � 4.SLABS SHALL BE 1 2•'MIN,BELOW GRADE.SOLID CONCRETE COVER SHALL BE BETWEEN 6"TO 1 2"BELOW GRADE 3_ OFFICE O WASTEWATER ER 0@ N e 5.BOTTOM OF POOLS SHALL BE MINIMUM OF 3'ABOVE HIGH SEASONAL GROUNDWATER. • S . 1 AREA 39,016 SO. FT. N (to tie lines) SURVEY OF PROPERTY A T SO UTHOLD TOWN OF SO UTHOLD a SUFFOLK COUNTY, N. Y. 1000-64-01-31 >_ r SCALE. 1'= 40' OCTOBER 17, 2013 DECEMBER 18, 2013 (REVISION) 1_ L•�► —� W Ay RIoj-iT OF \ 20' � N85.01 0' O"E( 242.53' O 0. • Z � I O _• N W O=� IFER STANTON �� I N 1 125.00 e.c N l 0010p, � 30 L/, E �,RE�Nc N74'49 Y1rLL PIT / colt. Np. ( (IRRIGATION)❑ �C 12 \ 2 N PNZEN PSPN P� t, � S , GB 1 ONE RETWP� WATER STON VAULT a 1� w/S z ti J 1 n Q U !� • L4 CWp of BRICK WALK �.\ S a'• Z'• V -4s —� tv 6 1 cil 27. 0 • � 6�c9'AyS 1�1\ tK 1,K O :1 ��v. �1� 4y9' �l•, ro BPNK / �je $6 p of �• — ...� . 9p0 �. ... •• � � 93.53 lJ MHW572 34. 7"W FLOOD ZONE LINES FROM FIRM MAP NO. 36103CO158H 1° REVISED SEPTEMBER 25, 2009. N :��'M_-, � ^ ELEVATIONS AND CONTOUR LINE ARE REFERENCED TO NGVD. 1 � �• ■ = MONUMENT = WETLAND FLAG LANDWARD EDGE OF TIDAL WETLANDS DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTING, INC. ON SEPT. 19, 2013 j .NO�� LIC. NO. 49618 ANY ALTFRA77ON OR ADD177ON TO TH/S SURVEY IS A VIOLATION PECO C'•S'IRVEYORS, P.C. OF SECTION 72090F 774E NEW YORK STATE EDUCATION LAW. . (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77FICA77ONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 13-249 SCDHS REF # R09-14-0026 SURVEY OF PROPERTY A T SO UTHOLD TOWN OF SO UTHOLD SUFFOLK COUNTY, MY �F77-J, �' 1777711000-64-01-31 D SCALE. 1'= 40' OCTOBER 17, 2013 JA �0�� DECEMBER 16, 2016 (FINAL) Yaccari o T n SUFFOV COUNTY DEPARTF—WOF HEALTH 1.31- CEG TOWN OF SOsJTHOLD APPROVAL OFC��11 U—DRKS FOR Date_ `rho swr4e d opoW and waLar su , Gid E fts.Dada mol —� Inspeded afWw cargt,ed by ft �— WAY ba aafis1acgM FOR A IUMMU �► RIC}H'r OF o O' 242.53' SS2, " �� .. d N rL NB5.01'00"E 0O o_ l 0 N J W O 1" ,JEN N►FER StANto N N 0')1 1 qO/ 125.00' 16, 09. 3 x' 0� •499 30 E ARE i s CE G A do �41.0' N w�-PVT QST pFs �02� 1 �NN �P ( (�RRIGAT►�)❑ A 12 � P� a I �N SSPE4`00 T °3N 1 12 it 0 G�10G 0019 ' � / r�i STI 41' 23' p ry�5 gP� dL P PG ' ; i O 7 / ST2 46' 20' c� o , LPl 57' 18' 1r0'0P� // A-NOc JK/�. LP2 62' 38' / � Fac+ LP3 0 40 LANDWARD EDGE OF TIDAL WETLANDSa6\I i �1e " +� DELINEATED BY O ix _`�/^� 6 .°9;`pj l SUFFOLK ENVIRONMENTAL CONSUL77NG,2INC. /,�/' SAF lop OE B� / ,•RO ;pV°`�v ON SEPT. _ �—gOT�Q��-�-�- Ar Opp O i(j S Cf 53 O w' 52.3 fo� F-amn Q �a m mfj . ' Z yml �5 MONUMENTS 36rE7 - O Am ' — WETLANDS FLAGS .-`'6amss' FLOOD ZONE LINES FROM FIRM MAP NO. 36103C0158H REVISED SEPTEMBER 25, 2009. �� n ELEVATIONS AND CONTOUR LINE ARE REFERENCED TO NGVD. r N. . LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON PECO I/EYORS, P.C. OF SEC770N 72090F THE NEW YORK.STATE EDUCA77ON LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS AREA 39,016 SQ. FT. P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY IF SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR (to tie lines) 1230 TRA I/ELER STREET 13-249 WHOSE SIGNATURE APPEARS,HEREON. SOUTHOLD, N. Y. 11971 New York State-Insurance Fund Workers'Co,*peniation&DicubiW Benefi&SpecaalistsSince 1914 6 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(831)7584300 CERTIFICATE OF WORKERS'COMPENSATION INSURANCE AAAAAA 205473113 JNH BUILDERS INC. PO BOX 302 SOUTH JAMESPORT NY 11970 POLICYHOLDER CERTIFICATE,HOLDER .JNH BUILDERS INC. TOWN OF SOUTHOLD PO BOX 302 53095 ROUTE 25 'SOUTH'JAMESPORT-NY11970 SOUTHOLD NY '11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12303349-1 773776 ' 02/14!2015 TO 02/14/2016 5/11/1015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED-ABOVE IS.INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO._2303 349-1 UNTIL 021142016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS COMPENSATION UNDER THE NEW YORK WORKERS COMPENSATION LAW WITH RESPECT TO ALL 'OPERATIONS IN THESTATE OF NEW YORK- EXCEPT AS INDICATED BELOW, AND; WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK;STATE EMPLOYEES ONLY. IF SAID POLICY IS,CANCELLED,OR CHANGED PRIORTO 02/14/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS' WRITTEN ,NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO' THE CERTIFICATE HOLDER ABOVE NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE,FUND DOESNOTASSUME ANYLIABILITY IN'THE EVENT OF FAILURE TO GIVE SUCH NOTICE THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY'S_UFFERED,BYTHE OFFICERS OF THE E INSURED CORPORATION, PRESIDENT JEFF HALLOCK JNH BUILDERS INC (A-ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATibudNLYAND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS 'CERTIFICATE ,DOES NOT AMEND, EXTEND- OR ALTER THE COVERAGE'AFFORDED BY THE POLICY: NEW YORK'STATE INSURANCE FUND U DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https:/tWww.nysif.comfeerticartval-.asp or by calling(888)875-5790 VALIDATION NUMBER:707855574 U-26.3 o CERTIFICATE OF LIABILITY INSURANCE- DATE 511126/5 ' 05H12015 THIS CERTIFICATE IS ISSUED AS-A MAT'T'ER OF INFORMATION-ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE,HOLDER. THIS CERTIFICATE.DOES NOT AFFIRMATIVELY OR NEGAT1VELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED;BY THE POLICIES BELOW THIS'CERTIFICATE OF INSURANCE DOES-NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING.INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:-If the certifleate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms,and conditions of the policy;certain policies may require an endorsement.A statement on this ceitlf fate does not confer-rights to the certiflca holder in lieu of such endorsement(s). PRODUCER cONrAcTNAME: HcyWOOd Orenstein Cbrripasspo)nt Insurance Svcs,Inc. PHONE : (01):731-6000 F No: (866)531-5351 5018.Expressway D.South Ste.202 ADDRESS: jsmdh@cpinsurancenycom INSURER(S)AFFORDING COVERAGE NAICS Ronkonkoma NY 11779 INSURERA: UTICA FIRST IWW INSURED INSURERS: ,JNH BUILDERS INC. INsum'c PO BOX 302 INSURER D: INSURER E: SOUTH JAMES_PORT NY 11970-0302 INSURER F`: 'COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED-NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER,AOCUMENT WRH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN;THE INSURANCE'AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOVW MAYHAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY EFF POLICY EXP LIMITS LTR. TYPE OF INSURANCE POLICY NUMBER IMMID MTD X 'COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1000000 DAMAGE 10 REN i'L' X :CLAIMS-MADE F]OCCUR N PREMISES Ea occurrence $ 50,600 MED EXP(Any one person) $ 10000, A ART741778602 08222014 08222015 ,PERSONAL&ADV INJURY $ 1000000 GEN'LA GGREGATELIMITAPPLIES PER. GE4ERALA66REGATE $ 1000000 POLICY PRO-CT LOC PRODUCTS=COMP/OPAGG- $ 2000000 OTHER' AVTO140BILE LIABILITY 6Ea accideDtSWGLE LIMIT $ ANY AUTO 66DILY-INJURY(Parperson) $ ALL OWNED SCHEDULED BODILY INJURY(Peraceldent) $ AUTOS AUTOS HIREDAUiOSI-NOUR-OVVNED ATOS PROPERTY DAMAGE $ Per-accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS.MADE AGGREGATE $ DED I I RETENTION$ $ WORKERSCOMPENSATiON gTAT AND EMPLOYERS'LIABILITY ANY PROPliiErOR/PARTNER/ENECu*n Y❑NIA E.L.EACH ACCIDENT $ OFFICERIMEMSER EXCLUDED? - (Mandatory1h*0 EL DISEASE=EAEMPLOYEE $ Ifyes,desrnbe under DESCRIPTION OFOPERATIONS below E L.DISEASE-POLICY LIMIT' $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule;maybe attached E more space is required) Carpentry CERTIFICATE-HOLDER CANCELLATION SHOULD ANY OF,THE,ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED' IPI TOWN OF SOUTHOLD ACCORDANCE WITH THE POLICY PROVISIONS. 53095,ROUTE 25 AUTHORIZED REPRESENTATIVE SOUTHOLD NY 11971 O 1988,2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marksof ACORD REScheck Software Version 4.6.2 Compliance Certificate Project Bittner Residence Energy Code: 2010 New York Energy Conservation �U DEC 142018 Location: Suffolk County, New York Construction Type: Single-family _ _ Project Type: New Construction --�U1LD!!0 ax Conditioned Floor Area: 0 ft2 TOWN OF SOU7HOLD Glazing Area 27% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 809 Maple Ln. Jackie Bittner Siyu Liu Southold, NY Siyu Liu,Architect 40 Long Pond Rd. Wading River, NY 11792 631 875 6234 siyuliu.architect@gmail.com Compliance: 0.1%Better Than Code Maximum UA: 903 Your UA, 902 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 Area Assembly r Cavity Cont. U-Factor UA: qneter Floor 1:All-Wood Joistfrruss:Over Unconditioned Space 3,229 30.0 0.0 0.033 107 Ceiling 1:Cathedral Ceiling 485 32.0 0.0 0.032 16 Ceiling 2:Flat Ceiling or Scissor Truss 2,744 38.0 0.0 0.030 82 Wall 1:Wood Frame, 16"o.c. 1,880 21.0 0.0 0.057 86 Window 1:Wood Frame:Double Pane with Low-E 320 0.320 102 Door 1:Glass 55 0.320 18 Wall 2:Wood Frame, 16"D.C. 696- 21.0 0.0 0.057 33 Window 2: Metal Frame with Thermal Break:Double Pane with Low-E 114 0.320 36 Wall 3:Wood Frame, 16"D.C. 1,900 21.0 0.0 0.057 60 Window 3: Metal Frame with Thermal Break:Double Pane with Low-E 256 0.320 82 Door 3:Glass 589 0.320 188 Wall 4:Wood Frame, 16"o.c. 788 21.0 0.0 0.057 37 Window 4: Metal Frame with Thermal Break:Double Pane with Low-E 135 0.320 43 Wall 5:Wood Frame,16"o.c. 38 21.0, 0.0 0.057 2 Wall 6:Wood Frame, 16"o.c. 22 21.0 0.0 0.057 1 Project Title: Bittner Residence Report date: 12/08/18 Data filename: C:\Users\thinking\Documents\architecture\2013 or older\bittner\permit\bittner.rck Page 1 of 7 Assembly Gross r Area Cavity Cont. Wall 7:Wood Frame, 16"o.c. 113 13.0 0.0 0.082 9 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 4.6.2 and to co y with the mandatory requirements listed in the REScheck Inspection Checklist. 'c Name-Title I Signat 'e .� Date ARO A X3025`` X04` OF N��N Project Title: Bittner Residence Report date: 12/08/18 Data filename: C:\Users\thinking\Documents\architecture\2013 or older\bittner\permit\bittner.rck Page 2 of 7 REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized-in a separate table, a reference to that table is provided. Section Plans Verified- "'Field Verified - _#---_ Pre-lnsp®ction/Plan Review_ __:- - --- Complies? Comments/Assumptions &•Req-.ID-: - - --- _ - "Value _:Value - _ - 103.2 ;Construction drawings and _ ;❑Complies [PRI]1 ;documentation sufficiently ---- - -- - --- - ❑Does Not � � ;demonstrates energy code compliance for the building —_— -=❑Not Observable envelope. ;❑Not Applicable 103.2, !Construction drawings and --- -- ---_ —❑Complies 403.7 :documentation sufficiently - — -- ❑Does Not [PR3]1 ;demonstrates energy code ;compliance for lighting and i — - -- _ ❑Not Observable ;mechanical systems.Systems ..____--� _ =—'❑Not Applicable serving multiple dwelling units ;must demonstrate compliance ;with the commercial code. 403_6 _,Heating and cooling equipment is; Heating: Heating: '❑Complies [PR2]'='==;sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not !on loads per ACCA Manual J or ; Cooling: Cooling: ---_ other approved methods. cooling: Btu/hrlin �❑Not Observable Btu/hr ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2r Medium Impact(Tier 2) 1,3zi Low Impact(Tier 3) Project Title: Bittner Residence Report date: 12/08/18 Data filename: C:\Users\thinking\Documents\architecture\2013"or older\bittner\permit\bittner.rck Page 3 of 7 =section-: # Foundation Inspection Complies? Comments/Assumptions -^ Ii fte-q.lb- 303 f-i----'Exposed foundation insulation :,[]Complies [FO1112-'i protection. ;[]Does Not J Y _ ;(]Not Observable !C]Not Applicable 403.8 _;Snow melt controls. ;E]Complies ; [FO12]2—=: C-IDoes Not �pNot Observable -� ONot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) JjK=J Medium Impact(Tier 2) T3 Low Impact(Tier 3) Project Title: Bittner Residence Report date: 12/08/18 Data filename: C:\Users\thinking\Documents\architecture\2013 or older\bittner\permit\bittner.rck Page 4 of 7 . . Framing J Roug�-Iri Pok, eimed I A,fie complies? Comments/Assumptions 402.4.4 '.Fenestration that is not site built OComplies FR2011 Is listed and labeled as meeting :or has infiltration rates per NFRC Observable 1400 that do not exceed code --,E]Not Applicable �WZX.5=IC-rated recessed lighting fixtures, OComplies [FRIV---i sealed at housing/interior finish E]Does Not and labeled to indicate&It;=2.0 cfm leakage at 75 Pa. Observable E]Not Applicable 403.2.2 �All joints and seams of air ducts, -:NDComplies [FR1311 :air handlers,filter boxes,and �building cavities used as return G) :ducts are sealed. UNot Observable EINotApplicable 403.2.3 Building cavities are not used as �[]Complies tFR151-3----!ducts or plenums. []Not Observable �E]Not Applicable 463� HVAC piping conveying fluids R- R- :E]Complies IFRIIZF17��above 105 9F or chilled fluids :E]Does Not below 55 QF are insulated to R-3. bNot Observable T]Not Applicable _403.-_4__--— Circulating service hot water 1 11- R- ElComplies [FRI81 ,pipes are insulated to R-2. �E]Does Not �Uhlot Observable 403.5 �Automatic or gravity dampers are; jOComplies installed on all outdoor air T]Does Not intakes and exhausts. E]Not Observable �E]Not Applicable Additional : ' I I High Impact(Tier 1) �Mediuimlmpact(Tier 2) 1�13.1 Low Impact(Tier 3) Project Title: Bittner Residence Report date: 12/08/18 . . # Insulation Ins a�L All installed insulation labeled or :Ekornplies ;ONot Observable: ;0Not Applicable Additional : ' I I High Impact(Tier 1) Medium impact(Tier 2) [�K_J Low Impact(Tier 3)Project Title: Bittner Residence Report date: 12/08/18 Data fi|enamne: [:\Uses\thinking\Docunnents\anchitectune\2Ol] orn|der\bittner\pennit\bittne:rzk Page 6of 7 Section-]- Pla��_-.Y__�:�-_-Fleld—= =� ns Verified Verifled # Final Inspection Provisions Complies? _ Comments/Assumptions —Value - 402.4.2, :Building envelope tightness ACH 50— ACH 50= ;❑Complies 402.4.2.1 verified by blower door test result ;❑Does Not [FI17]1 :of<7 ACH at 50 Pa.This ti :requirement may instead be met ; ;[]Not Observable ;via visual inspection,in which i I ❑Not Applicable , case verification may need to ;occur during Insulation Inspection. 403,2.2 i Duct tightness via post- ; cfm cfm ;--Complies [F1411 'construction with maximum �❑Does Not w, ;leakage of 8 cfm to outdoors, or 12 cfm across systems.For ;❑Not Observable rough-in tests,verification may ;❑Not Applicable need to occur during Framing Inspection,with maximum ; , :leakage of 6 cfm across systems :and 4 cfm without air handler. 403:1:1,Programmable thermostats -- —,❑Complies installed on forced air furnaces. �----� Wi-- I]Does Not ;[]Not Observable ❑Not Applicable 403-.1E2_'-:'-!1-_,Heat pump thermostat installed ='❑Complies ; [Fl 10]2`1on heat pumps, i - �j❑Does Not - _ —____ []Not Observable ___.____ :.E]Not Applicable 403.4 T"Circulating service hot water —,,[]Complies ;❑Complies [Fll_12= 'systems have automatic or -_ ;❑Does Not _ ;accessible manual controls. --— ❑Not Observable ❑Not Applicable 4013 ,Compliance certificate posted. ❑Complies ==?❑Does Not •t ❑Not Observable —"_—`� — -- ---- []Not Applicable 3011—__= Manufacturer manuals for _ - ❑Complies [FI18j3" mechanical and water heating �❑Does Not equipment have been provided. _'_--_-__ _ '___ �__ ❑Not Observable __-_ - �____"-�_ _-- _a•�.__=❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1--=21 Medium Impact(Tier 2) 1e3..J Low Impact(Tier 3) Project Title: Bittner Residence Report date: 12/08/18 Data filename: C:\Users\thinking\Documents\architecture\2013 or older\bittner\permit\bittner.rck Page 7 of 7 .1 r 2010 New York Energy Conservadon C ruoan Code Energy Effocoency Certificate insulation.Rating • Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Glass&Door Railing U.Facfor Window 0.32 Door 0.32 Heating,&,Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments REScheck Software Version 4.6v0 w Compliance Certificate G� Project Bittner Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 27% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 809 Maple Ln. Jackie Bittner Siyu Liu Southold,NY Siyu Liu,Architect 40 Long Pond Rd. Wading River, NY 11792 631 875 6234 siyullu.architect@gmail.com Compliance. 0.6%Better Than Code Maximum UA- 902 Your UA 897 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 mmimum-code home. Envelope Assemblies Qros's Area', Go Glazin'6 ss mlily or o.. VaLtue Floor 1:All-Wood Joi stfrruss:Over Unconditioned Space 3,229 30.0 0.0 0.033 107 Ceiling 1:Cathedral Ceiling — A3o (0.yvl s 485 38.0 0.0 0.027 13 Ceiling 2: Flat Ceiling or Scissor Truss 12 4438.D 0.0 0.030 82 Wall 1: Wood Frame, 16"o.c. 1,880 21.0 0.0 0.057 86 Window 1: Metal Frame with Thermal Break:Double Pane with Low-E 320 0.320 102 Door 1:Glass 55 0.320 18 Wall 2:Wood Frame,16"o.c. 696 21.0 0.0 0.057 33 Window 2: Metal Frame with Thermal Break:Double Pane with Low-E 114 0.320 36 Wall 3:Wood Frame, 16"o.c. 2,013 21.0 0.0 0.057 67 Window 3: Metal Frame with Thermal Break:Double Pane with Low-E 256 0.320 82 Door 3:Glass 589 0.320 188 Wall 4:Wood Frame, 16"o.c. 788 21.0 0.0 0.057 37 Window 4: Metal Frame with Thermal Break:Double Pane with Law-E 135 0.320 43 Wall 5:Wood Frame, 16"o.c. 38 21.0 0.0 0.057 2 Wall 6:Wood Frame, 16"D.C. 22 21.0 0.0 0.057 1 Project Title: Bittner Residence Report date: 05/17/15 Data filename: C:\Users\thinking\Documents\architecture\2013 or older\bittner\permit\bittner.rck Page 1 of 7 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 4.6.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date D AFa�'yi a � t SA 0302 3 yOQ 9rFOF NE`N Project Title: Bittner Residence Report date: 05/17/15 Data filename: C:\Users\thinking\Documents\architecture\2013 or older\bittner\permit\bittner.rck Page 2 of 7 REScheck Software Version 4.6.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified` Field Verified # Pre-Inspection/Plan Review., Value Valu Pre Comments/Assurnptions &Req.ID 103.2 ;Construction drawings and ❑Complies ; [PR111 :documentation sufficiently []Does Not V ;demonstrates energy code ; ,compliance for the building ❑Not Observable , envelope. ❑Not Applicable 103.2, ;Construction drawings and ❑Complies 403.7 documentation sufficiently ❑Does Not [PR3]1 ;demonstrates energy code U ;compliance for lighting and ❑Not Observable ; mechanical systems.Systems ❑Not Applicable :serving multiple dwelling units ;must demonstrate compliance L with the commercial code. i. 403.6 i Heating and cooling equipment is; Heating: ; Heating: ;❑Complies [13112]2, sized per ACCA Manual S based i Btu/hr Btu/hr :❑Does Not Ion loads per ACCA Manual J or ; Coolin Cooling: 1 pother approved methods. ; g' ❑Not Observable { Btu/hr Btu/hr T❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2.1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Bittner Residence Report date: 05/17/15 Data filename: C:\Users\thinking\Documents\architecture\2013 or older\bittner\permit\bittner.rck Page 3 of 7 2010 New York Foundation Inspection Complies? Comments/Assumptions:., Energy 303.2.1 Exposed foundation insulation ;❑Complies ; [FO1112 )protection. ;❑Does Not I ;❑Not Observable ❑Not Applicable 403.8 snow melt controls. ;[ Complies [FO12]2 i ;❑Does Not ❑Not Observable ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bittner Residence Report date: 05/17/15 Data filename: C:\Users\thinking\Documents\architecture\2013 or older\bittner\permit\bittner.rck Page 4 of 7 Section plans Verified Field Verified # Framing,/.Rough-In Inspection Value Value Complies? Comments/Assumptions &Req:ID 402.4.4 ;Fenestration that is not site built ❑Complies ; [FR20]1 pis listed and labeled as meeting ❑Does Not U :AAMA/WDMA/CSA 101/I.S.2/A440 ;or has infiltration rates per NFRC []Not Observable ; 400 that do not exceed code ❑Not Applicable limits. 402.4.5 ;IC-rated recessed lighting fixtures JE]Complies ; [FR16]2 'sealed at housing/interior finish []Does Not and labeled to indicate&It;=2.0 cfm leakage at 75 Pa. []Not Observable J❑Not Applicable 403.2.2 ;All joints and seams ofair ducts, ❑Complies ; [FR13]1 .air handlers,filter boxes,and ❑Does Not building cavities used as return []Not Observable ducts are sealed. ❑Not Applicable 403.2.3 ;Building cavities are not used as ❑Complies ; [FR15]3 ;ducts or plenums. ❑Does Not J, ❑Not Observable I❑Not Applicable 403.3 ;HVAC piping conveying fluids ; R- ; R- ;❑Complies ; [FR17]2 'above 105°F or chilled fluids 1❑Does Not i below 55°F are insulated to R-3. 11-9) ; �❑Not Observable ❑Not Applicable 403.4 ;Circulating service hot water ; R- R- ;❑Complies [FR18]2 Jpipes are insulated to R-2. ;❑Does Not '❑Not Observable ;❑Not Applicable 403.5 ;Automatic or gravity dampers are IE]Complies [FR19]2; , ;installed on all outdoor air []Does Not J intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Bittner Residence Report date: 05/17/15 Data filename: C:\Users\thinking\Documents\architecture\2013 or older\bittner\permit\bittner.rck Page 5 of 7 2010 New York- Insulation-Inspection Complies? .r "Comments/Assumptions Energy,_ 303.1 ,All installed insulation labeled or ;❑Complies ; [IN13]2 installed R-values provided. T❑Does Not s ;❑Not Observable :❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) ,3 Low Impact(Tier 3) Project Title: Bittner Residence Report date: 05/17/15 Data filename: C:\Users\thinking\Documents\architecture\2013 or older\bittner\permit\bittner.rck Page 6 of 7 Section Plans Verified Field Verified• # Final,Inspection Provisions, „ Complies? ;Comments/Assumptions &,Iteq.l® 1lalue value, 402.4.2, ;Building envelope tightness ACH 50= ACH 50= ;❑Complies 402.4.2.1 !verified by blower doortest result, :❑Does Not [FI17]1 sof&It;7 ACH at 50 Pa.This flj ;requirement may instead be met ; ,❑Nat Observable ; via visual inspection,in which ; ;❑Not Applicable case verification may need to ;occur during Insulation ; Inspection. 403.2.2 ;Duct tightness via post- cfm ; cfm ;❑Complies [FI4]1 !construction with maximum , ❑Does Not 00 leakage of 8 cfm to outdoors, or 12 cfm across systems.For , ;❑Not Observable ; ,rough-in tests,verification may ; ;❑Not Applicable need to occur during Framing ;Inspection,with maximum ;leakage of 6 cfm across systems ; ! ,and 4 cfm without air handler. 403.1.1 ,,Programmable thermostats ❑Camphes ; [FI9]2 installed on forced air furnaces. ❑Does Not ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 Ion heat pumps. []Does Not i []Not Observable ❑Not Applicable 403.4 SCirculating service hot water ❑Complies ; [FI11]2 }systems have automatic or ❑Does Not accessible manual controls. []Not Observable ❑Nat Applicable 401.3 ,Compliance certificate posted. ❑Complies ; [FI7]2 ❑Does Not ij []Not Observable IE]Not Applicable 303.3' ;Manufacturer manuals for 10Complies ; [FI18]3 ;mechanical and water heating ❑Does Not equipment have been provided. ! �}• ; ❑Nat Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3,1 Low Impact(Tier 3) Project Title: Bittner Residence Report date: 05/17/15 Data filename: C:\Users\thinking\Documents\architecture\2013 or older\bittner\permit\bittner.rck Page 7 of 7 2010 New Yor Energy Conservati®n Construction Code Energy Efficiency Certificate Insulation,Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/ Roof 38.00 Ductwork(unconditioned spaces): Glass&Door,Rating U-Factor SHGC Window 0.32 `Door 0.32 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments GENERAL NOTES INSULATED CORES ALL HEADERS SHALL BE MIN.2-2"X8" IN 2"X4"WALLS UNLESS NOTED OTHER WISE,AND SHALL BEAR ON 2-2"X4" LIST OF DRAWINGS ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH STATE, MUNICIPAL, LOCAL ZONING AND BUILDING POSTS IN 4"WALLS FOR OPENINIGS OVER 5-0" CODES AND ORDINANCES HAVING JURISDICTION AND BEST STANDARDS OF CONSTRUCTION PRACTICE S- SITE PLAN/GENERAL NOTES ALL CONVENTIONAL LUMBER TO BE DOUGLAS FIR LARCH#2 /PLUMBING DIAGRAM CONTRACTOR SHALL VERIFY ALL CONDITIONS TO THE SITE PRIOR TO STARTING OF WORK. HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME.ANY ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR BLOCKING AT INTERVALS NOT EXCEEDING A-1 FOUNDATION PLAN DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT 8'-0" A-2 FIRST FLOOR PLAN o IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON MAINTAIN 2"MIN.CLEARANCE BETWEEN ALL STRUCTURAL FRAMING MEMBERS AND FIREPLACE OR CHIMENY THE PLANS,THE CONT RAIC TOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO FOLLOW MASONRY A-3 SECOND FLOOR PLAN THIS PROCEDURE, AND CONTINUE THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY ARISING THEREFROM ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH HURRICANE CLIPS A-4 ROOF PLAN 809 Maple Lane •`' ��' THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS,TECHNIQUES, VSEQUENCES OR PROCEDURES,OR FOR THE SAFTY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE INSTALLATIONS OF ENGINEERED LUMBER SHALL BE IN CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS A-5 ELEVATIONS 1 V TV p�, �lG WORK,AND S/HE SHALL NOT BE RESPONSIBLE FOR THE CONTRATORS' FAILURE TO CARRY OUT THE WORK IN Southold, 1 �r� ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ALL FLUSHINGS SHALL BE ALUMINUM A-6 ELEVATIONS 1000- 64- 01 - 31 F ACTS OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS AND/OR THE �� \ BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE"TECO CONNECTORS"OR A-7 CROSS SECTIONS 2 EQUAL AND SHALL BE CAPABLE OF HANDLING LOADS @ CONNECTION POINTS. INSTALLATIONS SHALL BE IN AREA= 39, 016 SQ. I'�r1 rJr. ?s3� � CONTRACTOR AND SUB-CONTRACTORS SHALL MANTAIN CONTINUOUS INSURANCE COVERAGES CONFORMANCE WITH MANUFACUTRERS SPECIFICATIONS A-8 CROSS SECTIONS THE ARCHITECT HAS NOT BEEN RETAINED FOR SERVICES FOR THE CONSTRUCTION PHASE DOUBLE JOISTS UNDER PARALLEL WALLS AND AROUND ALL OPENININGS A-9 CROSS SECTIONS (to tie lines) ,y z DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGES SOLID BLOCKED OR PLY CHIPS A-10 WINDOW & DOOR SCHEDULE a, THIS PROJECT.THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, FLOOD ZONE LINES FROM FIRM MAP NO'. 3610JC0158H 1h'//�4 or INCLUDING THE COPYRIGHT.THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THE ARCHITECT'S ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED PER A.I.S.C. A-1 1 STRAPPING DETAIL REVISED SEPTEMBER 25, 2009. DOCUMENTS EXCEPT BY MUTUAL AGREEMNET IN WRITING ALL DRYWALL SHALL BE U.S.G. NATIONAL GYPSUM CO. 1/2"THICK TAPED AND SPACKED THREE COATS, EXCEPT ELEVATIONS AND CONTOUR LINE ARE REFERENCED TO NGVD. FF,Q GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY NOTED OTHERWISE ON PLAN F-1 FIRST FLOOR FRAMING PLAN ® = MONUMENT '2 R T� p ALL FOOTINGS SHALL BEAI � R ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE OF 2 TONS PER SQ. FT. PROVIDE FIRE STOP PER NEW YORK STATE CODE F-2 SECOND FLOOR FRAMING PLAN •sN12 �� 9� � �° AND SHALL HAVE A MINIMUM OF 3'-0"COVER = WETLAND FLAG. LANDWARD EDGE OF TIDAL WETLANDS p 30 &' ALL WINDOWS SHALL BE PERMA-SHIELD INCLUDING DOUBLE INSULATED GLASS, INSECT SCREEN,&JAMB F-3 CEILING FRAMING PLAN ONNEA SEPT D 9B 20 3FFOLK ENVIRONMENTAL CONSUL TING, INC. / �NTFNNq 1I �`` ALL CONCRETE SHALL BE 3000 PSI CONC. @ 28 DAYS EXTENSION AS REQ'D,MANUFACTURED BY ANDERSEN WINDOWS OR EQUAL W/U FACTORS OF 0.35 OR LESS \ w/RF FFiv 1 � ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE PRESERVATIVELY TREATED LUMBER CONTRACTOR IS TO PROVIDE PROPER SUPPORT AND UNDERPINNING AS NECESSARY OF THE EXISTING F-4 ROOF FRAMING PLAN #2 \ 2j 00' AY CONSTRUCTION THROUGHOUT CONSTRUCTION OF NEW FOUNDATION AND GIRDERS E-1 ELECTRICAL PLAN TEST HOLE @ ELEV. 1 1 �� / ! a- Fo�oR C, A SINGLE OR MULTI-STATIION SMOKE ALARM SHALL BE INSTALLED IN EACH BEDROOM,OUTSIDE OF EACH 2/27/14 (0 I., >�� SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL FLOOR ALL TRIMMED AND FLUSH CONNECTIONS BETWEEN JOISTS, POa?S, OR RAFTERS TO BEAMS, GIRDERS OR BY MCDONALD GEOSCIENCE OCV` / GRA ON INCLUDING BASEMENT AND CELLAR STRUCTURAL MEMBERS TO BE FASTENED USING GALVANIZED METAL HANGERS BY SIMPSON STRONG TIE OR E-2 ELECTRICAL PLAN EELEV ILEV 10 MIXED SAND AND LOAM ��` /2 ASPNAC APPROVED EQUAL. 3' HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTDOOR DESIGNED AIR-TEMPERATURE OF 0 ELEV 7 BROWN SANDY CLAY CL. j i9' DEGREES F.AND 15 MPH WIND ALL WINDOWS ARE TO BE FIELD VERIFIED PRIOR TO ORDERING AND INSTALLATION PALE BROWN FINE TO n� D EXP A SIONF , �. W ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF THE N.Y.B.F.0 AND A 10.4' ELEV 0.6 MEDIUM SAND SP 23` W"" R04� °' W N.Y.B.F.U. CERTIFICATE IS'TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB WATER IN PALE BROWN FINE TO //��71�1�( N ° PLUMBING INSTALLATIONI TO COMPLY WITH STATE AND LOCAL CODES AND THE SEWAGE DISPOSAL SYSTEM TO 17' MEDIUM SAND SP V 7 CONVERTP TI REMOVE El I T-5 / w" T 0 /��/��2f,D OFGARAG T EXISTING EXISTING STOOP PROP2STOO1�" y"° , O MEET HEALTH DEPARTMENT STANDARDS S R C KLIVING 1 STY. GARAGE NEW PORCH n ADD(PROPSECOND - PROPSECOND / p� �.;!• WATER ENCOUNTERED 10.4 BELOW / u4 PD ANE / STORYA°DTI°" ri STORYADDTION s �� ALL WORK TO COMFORMfl TO THE RULES AND REGULATIONS OF THE NEW YORK ENERGY CONSERVATION SURFACE N I/ /r\ \ /' DRYWELL \N P CONSTRUCTION CODE.ALL GLAZED AREA TO BE DOUBLE GLAZED AND ALL EXTERIOR DOORS TO HAVE XISTIN \ TYP4 �V / REM ISTING 1 SN' \ D 11/2STOR1� N 12 �' -A ST P \ HOUSE EXISTING \5.. f.flr.el. 14.6' 13 Z, PROP.1 S Y \ \ \ G O O ADDITION _ \ ..® O y y� DW z j / i 241 - ? O P OP.2 STOO N 2ND FLR ADDmON 11119 1 �n O 8'D �+ eGn DDITION - •/j 1 2 'DEEP BEM VE RYWELL 3' VENT 3" VENT 13" VENT ' c BAI &stoop PoRC Pa ROOF i 1 3" VENT i 3" VENT 'lam azo (0 Op 0 u `� -.�-- s �. /` ® i_! I -- 1, i ___----T_l------- '---Z-1 DIAINACS IKSPEC'TIONS ARE REQUIRED I I Contact TOS Engineering at 765-1560 before BgNK ' ® z o NE x MH 13" 131, 1 Backfill,OR Provide EnCineer's Certification F`'OOD /Ij ) 1 1/2" 1 1/2 1 1/2 i 1 1/2"i 1 1/2" 1 1/2" that the dralna has been installed t0 Code. V CV PROP.\( I I i �i 1 11 EROSION&SEDIMENT CONTROLS , 0,�, n�Q I EXISTING i i I ,PROP. i I I /�, Z Q l SINK (SINK I I I I (SINK , Shall include but not be limited to: - r��, '� A well maintained Construction Entrance, p�:.DAR » `I I I EXISTING I I j�J I PROP I I � Y, y/ I I Wire Backed Slit Fencing,stablilzation& CJ �`IU Liu `�S �—T 7 ' I i W C I 1 TUB I I W.C. I eding of exposed and/or inactive soils. lV�\ 3' Line-, 3 �� q 10 PROP. O S57°09'00°,w 86 S47-18'25"W 5 47•93 EXISTING I (PROP. 7 I n JO ,39.25' SECOND IFLOOR (SHOWER r/ +'t 1 1/2" 2" 4" 2" , 1 1/2" 2" 4" 21. 0 M. BATH BATH #4 'Q y© TOWN CRE EK _ _„ _ _ I 2"___- 22 -1 r �--'- 3" j 3” I I I I I I • CALCULATION /DRAINAGE CALCULATION ; 1 1/2"1 ' 1 1/2"1 1 1 1 Bittner I 1 1/2' I 1 1/2' I 1 1/2" I 1 1/2' , 1 1/2"I 1 1/2"I 1 1/2" I LEGEND TOTAL LOT AREA TO TIE LINE=39016 SF 1 1 1/2" I TOTAL WETLAND AREA= 1432 SF I EXISTING I I I ' I I 1 I REMOVE TOTAL COVERED AREA=4682 SF I EXISTING I I I I I PROP. I EXISTING EXISTING TOTAL NON WETLAND AREA=37584 SF BASEMENT ENTRY AREA=53 SF (SINK ' I I I EXISTING PROP. EXISTING I EXISTING I (SINK I I I (SINK R E S I D E N C E ® 1 STORYADDITION 25TORYADDITION PORCH I I I I EXISTING (SINK (SINK (SINK IDW I ISINK SINK EXISTING FIRST FLOOR AREA=2522 SF I I I I WASHER I I I I I I TOTAL ROOF RUN OFF AREA=4682+53 I , EXIS NG I I EXISTIN I 4 REMOVE 809 Maple Ln.Southold,NI' o EXISTING GARAGE AREA=556 SF =4735 ��JJI I I I I I I I r^vJ I I W C I ' EXI TING EXISTING I W. I I I I I I I W.0 I W.C. C n 7 TOTAL ROOF RUN OFF =4735 X.1 67=791 C.F. I I I S 1yu Liu Architect SECOND STORY CONVER GARAGE TO PATIO I 1 I ® ADDITION LIVING AREA - EXISTING FIRST FLOOR REMOVED AREA=33 SF EACH 8'DIA DRY WELL=42.24 CF/V.F. E1'(STING PROP FIRST FLOOR ADDITIONAL AREA=446 SF TOTAL 19' OF EFFECTIVE VERTICAL FEET f E�CISTING EXISTING GARAGE COVERT INTO LIVING AREA=294 SF REQUIRED S�iOWER SfIiOWER 40 Long Pond Road,Wading River,NY 11792 TOTAL FINAL 1 ST FLOOR LIVING AREA=2522-33+294+446 FIRST FLOOR 6 3 1 929 0 4 8 0 =3229 SF (4)8'DIA 5'DEEP DRY WELL=844 C.F. 1 1/2" 2„ 4" 1 1/2" " 1 1 2 1 1 2" 1 1 2" 1 1 2" 4„ Siyuliu.architect@gmail.com ®I PHOTO LOCATION PROVIDED 2 4' / / 1 1/2' 1 1/2' / 1 1/2" AND NUMBER EXISTING SECOND FLOOR AREA=627 SF BATH #3 BATH #2 LAUNDRY LAUNDRY TACK ROOM KITCHEN PROP.ADDITIONAL SECOND FLOOR AREA= 1 265 SF BATH #1 REMOVE EXISTING POWDER 2 PROP.TOTAL SECOND FLOOR AREA= 1 892 SF TITLE PROP.GARAGE ADDITIONAL AREA=296 SF TOTAL FINAL GARAGE AREA=556-294+296=558 SF Pans PROP.FRONT PORCH=133 SF PROP.REAR PORCH=549 SF DATE OCT. 2013 PROP.PATIO=213 SF SCALE 1 /4" = 1 '-O" TOTAL FINAL COVERED AREA=4682 SF TOTAL FINAL DRIVEWAY AREA=3462 SF R E V I S l O N S 1 Site Plan TOTAL FINAL OUTDOOR BASEMENT STAIR=53 SF NO. DATE DESCRIPTION 3" FAI SCALE: 1 " = 30'-011 • 4/2/ 15 PERMIT BASEMENT FLR. CLEAN OUT 4" TO 4" H. TRAP SEPTIC TANK DWG. NO. 2 PLUMBING RISER DIAGRAM SCALE: N.T.S APPROVAL OF STORN TER IV N.OrNIEHT CONTROL P N - own dA a t, r Date: 5 2 +J e Approv d 22'-1 14" 18'-O" - - - - - - - - - - - -T - - - - - - - - - - - EXISTING FIRST FLOOR AREA 2522 SF D,o1 EXISTING GARAGE AREA = 556 SF �- EXISTING FIRST FLOOR REMOVED AREA = 33 SF PROP FIRST FLOOR ADDITIONAL AREA = 446 SF EXISTING GARAGE COVERT INTO LIVING AREA = 294 SF " PROP GARAGE ADDITIONAL AREA = 296 SF r ( I I TOTAL FINAL 1 ST FLOOR LIVING AREA = 2522 -33 +446+294 =3229 SF TOTAL FINAL GARAGE AREA = 556 - 294 +296 = 558 SF NEW GARAG E� I N PROP, FRONT PORCH = 133 SF GA 121 I I I 10] PROP. REAR PORCH = 549 SF PROP. PATIO 213 SF REMOVE EXISTING I _ WALL&DOOR I O I CO I [� 19 LLI o II (\► I O 50'-1 12„ I 12 ICP4„ 26-�„ EXISTING I 25'-2" GARAgE 5/8"TYFIE"x" GYP.BD. FINISH I cn 17,$2„ T.&S.3 COAT I 10 JOBI B'-10-" 8'-1 o-„ I I 0 -+N 22'-p3" 'md I � " I F.P.S. . ME AL I Q 0 =9 r FRAME I 16.1,4„ 6—R6 P.as 16'-34" fV I I P� CH D LE BRIDLE I O / I3' 4" 2'-1 11-' 5'-04" 4 1 r LR C Q I C / _ 9,. B,-0" 3'-1 1" 9., 4'-54" 20'-22 e El Q 1 O" 8,0„ I : /moi 10 P�1( 10 s'-,t ' 10'-14" N I 5'-0" I • i CONVERT EXISTING I I Q ]O 10 D102 cv 1 1 1 1 ] ^1N GARAGE TO : P. ; TACK ROOM I � ( f HALL 10%0"CLG. LI LEE OF SECOLl jND UP/ l- FLR / c ENLARGE UP - O" 11 =7 =I� 12'-64" Q EXITING — — — — — — — -- — — — — — — — — — — — - -7: 2880 r a m LU 1 s'-7 „ BATS �„ z 1 4'-0" IZ 78' ' � COATS/H TS I I o ,$„ / O � I IQ (� CONVERT EXISTING DOOR / ER BEDRM #2 & q'.8'T OWNER REMODEL "I I CL BATH TO EXISTING / I ^1� _ w n m / n I �� ] t BATH #2 �, FAMILY RM -ice � FOYER6'-0 1 O'-7" / 1 O'-0"CLG. N I 1 O'-0"CLG EXISTING 2 / I I LIVING O-0 CLG. °° 1 I I I cLTNG I 4B" E \ II - - -I - - - DN II /rII II 29'-10" o> a 7" ,,',O" r I I I L cy% EXISTING I � � o I I I I GREAT ROOM I I I I I CATH CLG. I I \ I I I {s it PROP. BEDFi #2 _ 7 CONV ISTING CONVERT t , CATH CLG. I — � - -1 I � BED 1 AND I I I I I I \ I I I s�.� 03025 yo`� Q a l I I I BAT I I " EXISTING LJ \\ LJ I _ FOF NES m o ( I KIT HEN TO — _L°_ J I B KFAST / \ 9 I I a K1TC�}EN -0"CLG. I I FO ER ; EXISTING \ r 1 2'54" ` I I I I 1 O-0 CLG. \ • �, I I I - - - _..... _ DINT G . .-. -- ---- - - _-..- _-... - -------- ._ _----- -------- I • I I I I Bittner j II 0 0 t Im I I I i \/D103 \ I 10 R E S I D E N C E h i I 809 Maple Ln.Southold,NY II I- - - - - - -- - - - - - - - Q II r — — — — — — — — — — Siyu Liu Architect I — — — — — — — — ❑ 1/ 1/ / 40 Long Pond Road,Wading River,NY 11792 631 929 0480 Siyuliu.architect@gmail.com TITLE Plans 5'-104" 4 "� „ _. 1 ,B,•7,,, 1 '-, N 6'-6, 14'-3" 1 -3 N 16 4 O 4" DATE OV. 2013 SCALE 114 = 1 r�Orr i 7 2',44" 75'-74„ PROP. R E V I S I O N S REAR PAT O 20'-2" PORCH I NO. DATE DESCRIPTION 1 NOV. 2014 �- 2 DEC. 2014 ® ® ® p 4/2/ 15 PERMIT LJ 14'-6" 14'-1" w FED DWG. No. 61'-9" J. T®°V°t�jrj of S.OUn OLD 29'-1" 1 First Floor Plan 02 SCALE: 114"= 1'-0" GENERAL NOTES INSULATED CORES �� kA D : ALL HEADERS SHALL BE MIN. 2-2"X8" IN 2"X4"WALLS UNLESS NOTED OTHER WISE,AND SHALL BEAR ON 2-2"X4" LIST OF DRAWINGS � ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH STATE, MUNICIPAL, LOCAL ZONING AND BUILDING POSTS IN 4"WALLS FOR OPENINIGS OVER 5'-0" 4 CODES AND ORDINANCES HAVING JURISDICTION AND BEST STANDARDS OF CONSTRUCTION PRACTICE S-1 SITE PLAN/GENERAL NOTES 11 ALL CONVENTIONAL LUMBER TO BE DOUGLAS FIR LARCH #2 lzq CONTRACTOR SHALL VERIFY ALL CONDITIONS TO THE SITE PRIOR TO STARTING OF WORK. HE SHALL /PLUMBING DIAGRAM FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME.ANY ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR BLOCKING AT INTERVALS NOT EXCEEDING A-1 FOUNDATION PLAN DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT 8 0 A-2 FIRST FLOOR PLAN § IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON MAINTAIN 2"MIN. CLEARANCE BETWEEN ALL STRUCTURAL FRAMING MEMBERS AND FIREPLACE OR CHIMENY M THE PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO FOLLOW MASONRY A-3 SECOND FLOOR PLAN THIS PROCEDURE,AND CONTINUE THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY ARISING THEREFROM ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH HURRICANE CLIPS A-4 ROOF PLAN 809 Ma p1 e Lane �O' THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS,TECHNIQUES, r y SEQUENCES OR PROCEDURES, OR FOR THE SAFTY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE INSTALLATIONS OF ENGINEERED LUMBER SHALL BE IN CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS A-5 ELEVATIONS Southold, 1 V asp � �I WORK, AND S,/HE SHALL NOT BE RESPONSIBLE FOR THE CONTRATORS' FAILURE TO CARRY OUT THE WORK IN pp>> � ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ALL FLUSHINGS SHALL BE ALUMINUM A-6 ELEVATIONS 1000— 64 — 01 — 31ACTS OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS AND/OR THE 0� \ BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE"TECO CONNECTORS"OR A-7 CROSS SECTIONS �r EQUAL AND SHALL BE CAPABLE OF HANDLING LOADS @ CONNECTION POINTS. INSTALLATIONS SHALL BE IN AREA= 39; 016 SQ. 1' 2�253� �I CONTRACTOR AND SUB-CONTRACTORS SHALL MANTAIN CONTINUOUS INSURANCE COVERAGES CONFORMANCE WITH MANUFACUTRERS SPECIFICATIONS A-8 CROSS SECTIONS Q T. .� \ THE ARCHITECT HAS NOT BEEN RETAINED FOR SERVICES FOR THE CONSTRUCTION PHASE DOUBLE JOISTS UNDER PARALLEL WALLS AND AROUND ALL OPENININGS A-9 CROSS SECTIONS (to tie lines) z ti DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGES SOLID BLOCKED OR PLY CHIPS A-1 O WINDOW & DOOR SCHEDULE /F cNo THIS PROJECT.THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, FLOOD ZONE LINES FROM FIRM MAP NO. 36103C0158H 1%11440 llcl�o\ o INCLUDING THE COPYRIGHT.THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THE ARCHITECT'S ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED PER A.I.S.C. A-1 1 STRAPPING DETAIL REVISED SEPTEMBER 25, 2009. DOCUMENTS EXCEPT BY MUTUAL AGREEMNET IN WRITING j - ALL DRYWALL SHALL BE U.S.G. NATIONAL GYPSUM CO. 1/2"THICK TAPED AND SPACKED THREE COATS, EXCEPT ELEVATIONS AND CONTOUR LINE ARE REFERENCED TO NGVD. FFA GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY NOTED OTHERWISE ON PLAN F-1 FIRST FLOOR FRAMING PLAN ® = MONUMENT o 2 w - _ ST��T0 p ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE OF 2 TONS PER SQ. FT. PROVIDE FIRE STOP PER NEW YORK STATE CODE F-2 SECOND FLOOR FRAMING PLAN WETLAND FLAG. LANDWARD EDGE OF TIDAL WETLANDS sN '��9 3 ;' AND SHALL HAVE A MINIMUM OF T-0"COVER ALL WINDOWS SHALL BE PERMA-SHIELD INCLUDING DOUBLE INSULATED NSULATED GLASS, INSECT SCREEN,&JAMB F-3 CEILING FRAMING PLAN DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTING, INC. / �NTFIV ilk F � ALL CONCRETE SHALL BE 3000 PSI CONC. @ 28 DAYS EXTENSION AS REQ'D, MANUFACTURED BY ANDERSEN WINDOWS OR EQUAL W/U FACTORS OF 0.35 OR LESS ON SEPT 19, 2013 Nq F-4 ROOF FRAMING PLAN � WiRF #2 IFN\ �2S O ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE PRESERVATIVELY TREATED LUMBER CONTRACTOR IS TO PROVIDE PROPER SUPPORT AND UNDERPINNING AS NECESSARY OF THE EXISTING �, CONSTRUCTION THROUGHOUT CONSTRUCTION OF NEW FOUNDATION AND GIRDERS TEST HOLE @ ELEV. 1 1 / o P11- 0) A SINGLE OR MULTI-STATION SMOKE ALARM SHALL BE INSTALLED IN EACH BEDROOM, OUTSIDE OF EACH E-1 ELECTRICAL PLAN BY McDONALD GEOSCIENCE 14 C0�' h, � o� � �� SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL FLOOR ALL TRIMMED AND FLUSH CONNECTIONS BETWEEN JOISTS, POSTS,OR RAFTERS TO BEAMS, GIRDERS OR BY MCINCLUDING BASEMENT AND CELLAR STRUCTURAL MEMBERS TO BE FASTENED USING GALVANIZED METAL HANGERS BY SIMPSON STRONG TIE OR GRA E-2 ELECTRICAL PLAN ELEV 1 1 O ON Asp APPROVED EQUAL. ELEV 10 MIXED SAND AND LOAM 2 HA4 3' ELEV 7 .a p/ HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTDOOR DESIGNED AIR-TEMPERATURE OF 0 BROWN SANDY CLAY CL. �� DEGREES F. AND 15 MPH WIND ALL WINDOWS ARE TO BE FIELD VERIFIED PRIOR TO ORDERING AND INSTALLATION f� 2 A 1..1, QED iI'S p V 9'.w F 1� 'i"i P FTy .'0 Nn.w r �- ,Ce �''' t i�.D COMPLY o��:f! ► f-i ALL CODES OF PALE BROWN FINE TO �n�/ D EXP SION � fR�w I,. W `— ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF THE N.Y.B.F.0 ANDA >� NEW YORK STA-'i E & TOWN CODES 10.4' ELEV 0.6 MEDIUM SAND SP 23'- ,� n '� O� O DATE: �� B.P.# ! ��4 -� +R W N.Y.B.F.U. CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB EGA n AS REQUIRED AND CONDITIONS OF �� FEE; QY: t7.ra u�— WATER IN PALE BROWN FINE TO j� N 0 PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE SEWAGE DISPOSAL SYSTEM TO NOTIFY BUILDING DEPARTMENT AT SOVTFlOC610'�iI ZB'A 17' MEDIUM SAND SP REMOVE 17'-5" / w1 n 765-1302 S A.M TO 4 PL^ FOR THE CONVERTP TI MEET HEALTH DEPARTMENT STANDARDS r� 1,5f UTHOLDT .I, Villa-BOARD EXISTING EXISTINGSTOOP '�� Q FOLLOWING IN OF GARAG T PROP 2 STODI �r , 1 STY. GARAGE NEW PORCH P / LIVING PROPSECOND ADDIPIROPSECOND / per, /kg' Z 1, FOUP•vDAT{ON - TWO REQUIRED ON WATER ENCOUNTERED 10.4 BELOW O STORYADDTION I STORYADDTION r SOLITH�LDTJ�"JNTRUSTEtS SURFACE / u/tAN P ANE \— ALL WORK TO COMFORM TO THE RULES AND REGULATIONS OF THE NEW YORK ENERGY CONSERVATION FOR POURED CONCRETE , �� 1 11 F / 8'DIAX5' P L- �� CONSTRUCTION CODE.ALL GLAZED AREA TO BE DOUBLE GLAZED AND ALL EXTERIOR DOORS TO HAVE r __._.e. ..-_,_____ N.Y.S.D-. 2o.e' DYRY4ELL Z 2. ROUGH - FRAMING €< PLUP, RING' XISTIN \\ Ai / SSTEM P STING ' STM ° 11/2S HOUSE EXISTING \�. 42 y 4. FINAL - CONSTRUCTION MUST 3. INSULATION f.flr.el. 14.6' BE COMPLETE F01� C.O. PROP ,S Y OCCUPANCY OR ADDmo \ \ o G y f ALL CONSTRUCTION SHALL MEET THE 12'- cs REOUPEP"ENTS OF THE CODES OF NE','�I DW 2414 2 / �� mm � RK STATE NOT RESFONSIE3LE FOR USE IS UNLAWFUL (� WITHOUT CERTIFICATE "\ o P DITION o 1� 10 �� DESIGN OR CONSTRUCTION ERRORS. N 2ND FLR ADDITION DDITION " \ OF OCCUPANCY G I'-9" 0`x/3 b REM VE BRYWELL'DEEP I 3' VENT 3" VENT 13" VENT ;" VENT 13" VENT EXI ING ❑4 ROOF &STOOP PORC (aI Y I _ .„ •. Opp ® -- 1 ---_ � 11 o N� X VO . �, TRUSS PLACArMl g F 7W_R7ED qk N M /V Q 1 1 1 3.. 1 1 1 1 13" I F�00o � ^ rC� 1 1/2�I 1 '/2� i 1 '/2� i 1 1/2� \ 1 1/2"' i 1 1/2ti �o PROP. EXISTING SINK 1 i !RED ARC Q -� SINK (SINK I I I I I I `i r, I 1 I I I I I I I a"'�F''41T�"1I5.i�Y.��.ar �Gj� CJ\NU UC/ C I 1 I I I PROP! IN E N' OBJ "' 9 EXISTI� G I 3 P°g ��'6C1'$.4 3S3' �T— IE,L 1GJ o� 4�1 O" VY ,�` I j W.C. iY i PT OB i I i W.C. i 1 TURP O S57°09'00„W S47°18'25"W S37 47•93 ISHISTIN j 1PROP. n 86.30 ' SECOND FLOOR 1 HOWER 39.25 TgTFOfi N�`I1�� 1 1/2" 2,. 4” 2" 2" 4" 2., ®';�'S�'��f'"�t'«�,°"'� ��`«�;��.rI�� }+R M. BATH nt T r QtJ..tl't� 1 BATH #4 I�Q f ,,}i,��n,•?,,,Y Or 7r)$-1560 ht?fOg, Backfill, _ L �'ncc 'S CertifcationTOWN that the dr,Gainve hsbeEK ibeen installed to Code. i PLUM r 1 r I I B1NG CALCULATION i i 3., i 1 3,. 1 " I "11/2"' 1 1 2"1 1 1 2"1 1 &WATEALL RLING DRAINAGE CALCULATION 1 1 2" 1 1 2" 1 1 2..I ' 1 ' ' ' I WASTE Bittner 1 1/2"1 / 1 1 1/2-1 / I / I 1 1/2 1 1 1/2 I 1 , / / , 1 1 ,� IVES NEED LEGEND TOTAL LOT AREA TO TIE LINE=39016 SF y v y y 1 1/2' I TESTI:JG BEFOF`,E COV TOTAL WETLAND AREA= 1432 SF 1 EXISTING I 1 I I 1 1 I I 1 I REMOVE COVERING TOTAL NON WETLAND AREA=37584 SF TOTAL COVERED AREA=4682 SF I 1 1 EXISTING I I 1 EXISTING 1 PROP. 1 EXISTING EXISTING 1 PROP. 1 BASEMENT ENTRY AREA=53 SF ISINK 1 ISINK 1 1 1 SINK EXISTING EXISTING R E S I D E N C E ® 1 STORYADDITION 2 STORY ADDITION PORCH 1 1 1 1 1 EXISTING ISINK ISINK ISINK IDW I ISINK SINK EXISTING FIRST FLOOR AREA=2522 SF TOTAL ROOF RUN OFF AREA=4682+53 � I EXIS NG 1 I WASHER 1� REMOVE 809 Maple Ln.Southold,NY 0 EXISTING GARAGE AREA=556 SF =4735 �J 1 {{{��J// 1 EXISTIN 1 I 1 I I I I 1 W C I �,4J I EXI TING EXISTING �77� T SECOND STORY CONVERGARAGETO PATIO TOTAL ROOF RUN OFF =4735X.167=791 C.F. 1 i W.C. I WG W.C. Si V u Liu Architect ADDITION LIVING AREA EXISTING FIRST FLOOR REMOVED AREA=33 SF EACH 8'DIA DRY WELL=42.24 CF/V.F. E�ISTING E1 ISTING 40 Long Pond Road,Wading River,NY 11792 PROP FIRST FLOOR ADDITIONAL AREA=446 SF TOTAL 19' OF EFFECTIVE VERTICAL FEET EXISTING GARAGE COVERT INTO LIVING AREA=294 SF REQUIRED SLOWER Sf<IOWER FIRST FLOOR 63 1 929 0480 TOTAL FINAL 1 ST FLOOR LIVING AREA=2522-33+294+446 (4)8'DIA 5'DEEP DRY WELL=844 C.F. 1 1 2 Yu @ Si lm.architect ail.com =3229 SF 1 1/2' 2" 4" 1 1/2' 2" 4" 1 1/2" 1 1/2' 1 1/2- 1 1/2" 1 1/2" 1 1/2' 4" I PHOTO LOCATION PROVIDED #' AND NUMBER EXISTING SECOND FLOOR AREA=627 SF BATH #3 BATH #2 LAUNDRY LAUNDRY TACK ROOM KITCHEN BATH #1 PROP.ADDITIONAL SECOND FLOOR AREA= 1 265 SF REMOVE EXISTING POWDER 2 PROP.TOTAL SECOND FLOOR AREA= 1892 SF TITLE PROP.GARAGE ADDITIONAL AREA=296 SF Plans TOTAL FINAL GARAGE AREA=556-294+296=558 SF PROP.FRONT PORCH=133 SF PLUMBER CERTIFICATION DATE OCT. 2013 ON LEAD CONTENT BEFORE PROP.REAR PORCH=549 SF PROP.PATIO=213 SF CERTIFICATE OF OCCUPANCY SCALE 114" = V-01' TOTAL FINAL COVERED AREA=4682 SF TOTAL FINAL DRIVEWAY AREA=3462 SF SOLDER USED IN WATER R E V I S 1 O N S 1 TOTAL FINAL OUTDOOR BASEMENT STAIR=53 SF SUpPLYSYSTEM CANNOT No. DATE DESCRIPTION Site Plan EXCEED 2r2'0�71 roo LEAD. SCALE: 1 " 30`-0" 4/2/ 15 PERMIT BASEMENT FLR. CLEAN OUT 4" TO 4" H. TRAP SEPTIC TANK DWG. No. • 2 PLUMBING RISER DIAGRAM SCALE: N.T.S 0 22'-1 14" DROP FOUNDATION WALL CONTINUOUS FOOTING - - - - - - - - - - - - - - - - - - - - - - I .. I ' I I I I PROP o UNEXCAVATED 0 4"POURED CONCRETE SLAB I I ON OH OVER 6"MIL.POLYETHLENE I ; U VAPOR BARRIER ON ( N +• I 4" MIN.THICK BASS=COURSE I ., a. OVER WELL COMPACTED POROUS FILL MATCH EXISTING GARAGE FLOOR IN HEIGHT I I I A o� D d Q - - - - -- - —.— , - - - - - - - � r- - PRO>T - - - - - - - - - - — UNEXCAVATED .°• I BLUE STONE OVER 4"POURED CONCRETE SLAB OVER 6"MIL.POLYETHLENE o_ I 8"POURED CONC. T I VAPOR BARRIER OVER WELL I FOUNDATION WALL COMPACTED POROUS FILL I I REINF.W/2-#5 REBAR TOP& BOTTOM ON 8X 16 POURED P CONC. FTG. REINF.W/(3)#5 �n v 111 I I REBAR,ON UNDIST.SOIL EXISTING UNEXCAVATED �j� ANCHOR&BOND WITH#5 REBAR t t� — - — — — — - — — 9 — ANCHOR&BOND WITH#5 REBAR 24"LONG @ 12"O.C.VERTICAL ` ' �. • . '.. 24"LONG @ 12"O.C.VERTICAL DRILLS"INTO FOUNDATION I — — — — — — — — —� — I iv DRILL 8" INTO FOUNDATION GROUT SOLID PROP GROUT SOLID - ------ ------- ------ 4"P.C.CONCRETE TO(MATCH NEW SEPTIC EXISTING FLOOR IN REMOVE SYSTEM ELEC HEIGHT PORTION OF EXISTING CELLAR WALL ALIGN WITH WALL ABOVE UP i i EXISTING ❑ MECH NEW MECH SYSTEM PER OWNER EXISTING i RECREATION RM ' 2•.p• ALIGN WITH CELLAR ENTRY _ REBUILD BASEMENT STAIR WALL IF POSSIBLE e EXISTING ANCHOR&B ITH #5 REBA 4"LON @ EXISTING —I 12"O. . ERTICAL CELLAR I I= —'— 8"INTO STORAGE — FOUNDATION GROUT — ED Agcy. ° SOLID �5 5\`(U U(� �� ENLARGE EXISTING 4'X4'ACCESS WINDOW OPENING TO SEPTIC 4X4 CRAWL SPACE -k– EXISTING EXISTING 2"SCREED 5�4-� 03025� ANCH R&BOND WITH CL CL #5 RE AR 24"LONG @ 12"O. .VERTICAL DRILL "INTO EXISTING Z I I I FOUNDATION GROUT CD j I SOLID CELLAR STORAGE I I • PROP F' CRAWL SPACE I I __--_..__----__--»__-.-.-._ Bittner _..____.___.__.___------_---- F, PROP L � — - - - - - - - - - 2"SCREED CRAWL SPACE z"SCREED R E S I D E N C E •• I I 809 Maple Ln.Southold,NY � I =STARTOM HERE START FROM HERE Siyu Liu Architect i*1 I — — — — — — 40 Long Pond Road,Wading River,NY 11792 i 631 929 0480 8x16 ANCHOR&BOND WITH ANCHOR&BOND WITH#5 REBAR NCHOR&BOND W[TH#5 REBAR Siyuliu.architect@gmail.com "LONG @ 12"O.C.VERTICAL 12 ANCHOR&BOND WITH#5 REBAR "LONG @ 12"O.C.VERTICAL 24 VENT I ,t REBAR 24"LONG @ 24"LONG @ 12"O.C.VERTICAL I D L 8"INTO FOUNDATION 12"O.C.VERTICAL I I DRILL 8 INTO FOUNDATION I I DRILL 8" INTO FOUNDATION GR UT SOLID 3 DRILL 8"INTO GROUT SOLID GROUT SOLID 12`x4" 24'-74" I I FOUNDATION GROUT I I I I I I TITLE I SOLID Plans PROP II PROP I •• I f I PROP I UNEXCAVATED UNEXCAVATED BLUE STONE OVER I ( DATE Nov. 2013 37'-0" UNEXCAVATED BLUE STONE OVER BLUE STONE OVER I I 4"POURED CONCRETE SLAB I I 4"POURED CONCRETE SLAB I I SCALE 1 /4" = V-0" 4"POURED CONCRETE SLAB I I OVER 6" MIL.POLYETHLENE ( •: I OVER 6"MIL. POLYETHLENE OVER 6"MIL.POLYETHLENE VAPOR BARRIER OVER WELL VAPOR BARRIER OVER WELL R E V I S 1 Q N S VAPOR BARRIER OVER WELL I I COMPACTED POROUS FILL I I COMPACTED POROUS FILL COMPACTED POROUS FILL I I I I _ NO. DATE DESCRIPTION 412115 PERMIT - - - - - — - - - - - - - - - - ---i LL - - — - - - - - - - - - - -I I- - - - - - - - - - - - - - - - - - - - �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - L.r..i �1 DWG. NO. L--1 61'-9" �1� Foundation Plan • SCALE: 1/4"= 1'-0" i 22'-1 14" — — — — — — — — — — - - - - - - - - - - - EXISTING FIRST FLOOR AREA 2522 SF Dto1 EXISTING GARAGE AREA = 556 SF EXISTING FIRST FLOOR REMOVED AREA = 33 SF PROP FIRST FLOOR ADDITIONAL AREA = 446 SF 1 1 EXISTING GARAGE COVERT INTO LIVING AREA = 294 SF 0 1 N PROP GARAGE ADDITIONAL AREA = 296 SF 1 TOTAL FINAL 1 ST FLOOR LIVING AREA = 2522 -33 +446+294 =3229 SF 1 bN TOTAL FINAL GARAGE AREA = 556 - 294 +296 = 558 SF NEW I I N GARAG EI PROP. FRONT PORCH = 133 SF ot 2 t I I 1 O t PROP. REAR PORCH = 549 SF I I I PROP. PATIO = 213 SF I I 1 1 REMOVE EXISTING I 1 M WALL&DOOR I O I W 14 b -77 :-=-- _- I 50-112„ - I I I ^ 12-04„ 25,_92„ EXISTING 25'-2" .:N GARAGE I b 5/8 IT TYAAAE"x" I d GYP.BD.FINISH 2 T.&S.3 COAT I 10 JOB I s'-104" e'-10-" I 1 Ca lx SIN " r_v_...__ I E F.P.S.C.METALn _RAN Q �_.___ _�. .__ _._.... . .__.... _._ ..._.__.._.,__. . __ .__.._ __..._._._.._ _.IF.._.._.. __._ =t 10-1 16'-114' i on 0 PR P' T # # i 16'3-., FRAME ! PORCH I' 3 w ,r_. _ D LE BRIDLE I 13' 4" 2'-1 12' 5' d 3=14' I "1,4 _.._.. 4,54 20'2z 4 LsR C Q / 9" 8'-O" 3'-11" '_9" E 5'-9" I 10,. 8,-0„ O / I I i 10 ' I � 1 to 16',11„ �� # ;(10 10,_11;, 10-11„ SADDLE - �- IN n 11 1 I STAND -........................ ra in CONVERT EXISTING I ' 1 0 10 D102 iv t 1 1 1 1 GARAGE TO 1 -Op PROP. 44 � - TACK ROOM I HALL I t o4 1O - — = -- = w.. ..... _ _— . 1 _ Ur 1 O-0 CLG. LINE OF — — - 1 i 1 ' " � ( � 2480 SECOND / -___- _ __ I i ! I I 11 I FLR / � 1 1 jj�j rl E�RGE UP O" — — — — — — — — — — - - — — — — — — —lo BENCH CUBBIE � EX TING q4 „ 2880 il1I I BA-09 1 I —4'-O" — — — — — 8 — — — — — — 4 — II p CABINET/ II I I I I I I I DESK D ONVERT EXISTING OATS/H TS 1 STORAGE 1 l 1 I I I I ( $„ Z UNROOM TO;;! REMOVE E IS ING SOC 1N -- - -- CHIMNEY - -- -..._ .. I I II o , UNDRY 1 I -_ - 6 _ il.A I ; � . $4., �I''I �t -U6.1 D OR to / i - UNDIY - 11 I- ij o I I CONVERT ITING I 0 II I� I BEDRM & p„ NER - - - - - - - - - - - \ II _ I 1 m I I � I °�' - - - - -iN ENLARGE / r'�M' E� 8r-01 r, _�4 rltt' I I I BATH TOI - ... I -- ------ I -- / EXISTING I t t 1 BA'T'i-I #2 P FAMILYR , -- - - - a r- _: 3'4„ o I I I I ._� N_.. ; FOYER LIVING 1 �N � 1 .. ..._, � -- _--� „ I I– _ I o � I 1 O-0"CL N .. _ _ _ I 1 O'-0"CLG / I � I I OD I \o 8 il EXIST NG I I � - - - - 0-0CLG. I L -- - - - - 3:-2"S a o 4 E _ — — — Q i w£— — — — — — — — — — - - 1— —I L1 �I— DN / 1 QED AR�y \ / I PROP. I— -��0, - - �- - —IT - - f - - - TI- - - - - - - - :f 31 ��\AUL►(/ /TeC1 O \ N N N .N _ d _ — / P O� S 1` - =-1 \ ® ® I - ��- - -- - -- - —1-{ — -- { -I -- -- -- -- __ N 1 p \ / 2. >4" II 1-- a -I- - - I-I -L- - -I -L � I I I I I I I I III - - - - - - - - - - - - - - EXISTING CATH CLCp. \ I �,9T� 030X5�•� GREAT R OM � 5 �Q- 1 PROP. OF NE ti .r a 'n I ;; .�„ B1=D M # .,c.; ( I 7' — — —SIA!" I — I I 1 4NVERT EXISTIIIIC� III CONVERT o \ 1 1 PROP. !'( R ` (I.€; ;'°' — T — PF20P. — 1 Q 1 1 (B� `T �I II EXISTI G CATH LG. DRM # 1 D / BEDRM #1 - I IRITCHEN a THi O N KITCHEN TO / \ 10'-0"CLG. ; I I LICRO 1 III CAB I I I I I EAKFASl I I I I I - - - - - - - - - / Q I \ = ` o oa I I 1 I I 11 1 I , ,-0„c�G 1 1 i 1__I I r FOYER EXIST1 G \ / ' t—" 4 10'-0' CLG. ---.�.__. .. .-------- ----- ---�'------ ------�— - — _--- ------------------- -------------N- — -- - --I'---I----......- -1- __._...�..--�--_-----------.......___.......-I--I---�.r},_} ...-----I_-L_ ----1--•I--_— ---i..._i---,-r -----Y---1--------__.._ �, I __...-------------------__------------- 8 , 18 -\ Bittner � ___._.__.__ \ I VF / I I I � I II II II II ISI _ _ — \� D1 .3 \ I R E S I D E N C E II II II � I II II II I I I; li , 809 Maple Ln.Southold,NY XF % — — — — — Si Liu Architect D. 1 0 32"X I GAI� D,06 ► , ',� 6 \ , o _ _.__ ._... _.- . .__ - yu N t � l I ___Q=_-----.__=.--..---- �-�--_/ 40 Long Pond Road,Wading River,NY 11792 H FO i i --- - ----- -- 63 1 929 0480 I i li a hit I S u. rc ect ail.com 3 i Yu @gm r I � � \\ TITLE I _ 10,_14„ 10'-14.. _ — Plans ., -r.._ _ - .._-- ___._ _ __._ __.-. I . __ -__ I c -_ _—. _.__._ W_ _. _: Nov. 2013 -7— U-1034" 64 15.91' I — [1:. l— l— 18'71„ 10._11„ DATE 4 4 �� 14'-8" � 1'.-0.. —� .� � k `.`.7`_`. ! # 4 4 SCALE 1 /4" -- 1 '-O" 12, ,. s I I I 75'73., I... f PROP. j_ {• R E V I S I O N S 4 [ 20'-2„ ' •�� — — — � I_-- `i NO. DATE DESCRIPTION I PORCH ! ! �_aawa .._ .__a _ r_ �_a_.aa ._._r._.: .._....._._. w__—__ _ r__. — ___ __. _. __ _ _ I _____._ �___. r—__.. _. _ _._ _ ....�_._.. .._�_.. _-�_. ___...__ .wr�...__._e_:_.�_.�_�.r-. 1 NOV. 2014 I ? _ 2 DEC. 2014 4/2/ 15 PERMIT 14'-6" 14'-6" 15'-3" 17'-0" w zm DWG. No. 2 1 First Floor Plan • SCALE: 114"= 1'-0" 201 77- I,I!II{Il,tli��,�IEI£!iiiIIEt.i.It3€€IIs#iIi,€ii..I�{t�I€iI!I£i.ii i(.Ils,Ii,IiIIli,;.IIi Ri,E„=IiIIIIIi.°{IiItxi#`��jiI�.I3�#•„ EXISTING SECOND FLOOR AREA 627 SF }I(wII�EII�StiIIlI€F 1,#ijjj{€IEIIriiII€'iIIf p€Ie(I€Ij4:{IE,`EII IIt€ipI.{pIii'i€tII£€lif!I._(6i(i,�i€€F',I',<€IIFj�II€I€E;i�r,pp,'#�,,Ii_I'diitIii�1{,:;;i€iiiI{_i,.#i1° I t It III PROP. ADDITIONAL SECOND FLOOR AREA 1265 SF PROP.TOTAL SECOND FLOOR AREA 1892 SF iiIit5IiitippIiEsE It if f iz z It i z if it it IE if J if iI t ATTIC (1€ z z ROOF 16'-1117'43-1" 16-33" 4" 2 4 3" 5'-04— 4 4 �011 3,-1- 3'-1-1" 4'-5Z 3'-1 1 5'-9" 11 3'-10„ F 0 Pz L V — — — — — — — — — — — — If if Hill 2 51.01, z I z 6�31' p 0 F 4'U7 fZNEET 77",- 7------ 5-a 4" �-6 o 6 T-37f it 3,1 -A f (o 0 91 ................ z LINE OF 66" lc\j .IiIiiIIi N CLG. 7--7�===7= i� PROP. PROP ......... b 0 M. CL CL X C11 - 9'0"CLG. z PROP 2107A — — — — — — — — - -- ....._-, z z I PROP. BATH if z 0�CLG. E3'CLG U) 0 0 I \ I I &* " Ii'6YER ELOW It 1 t M. CL !1 1; t I if it &E- 0 ROOF it it 0) f, C\I 1 2'-1 to'�6" N z it 1z 0, ............ Fn z ji if t 2�670 z ,D AR C B 1Q� tn�\ve if Q 2470 4 4 6-7" t 0 tI z ♦ If 4'-0 z U) F---i 0 OP N I., — — — — — — — —2-4�7 —Z if 0 0 N ry 9 :t� f Z L CONVERT EXISTING rATHI&6LTO/ LOFT x Iz, zz I z, ROOF f '15, tf z ............. 0301 CATH CLG. ....... it Ur 04 PROP it 7 0 —9 -M-BEDRO EXIST\ING ------ CATH CLG. RELOCATE ............................................ ztf! M. BATH TRAY CLG. BEDROOM #3 iz — ",_:----- 1,1_-1-1 i 1! ; W� ---------- CATH CLG.//I�RAY 9'0"CLG\ ...... ........ CL)*RBLV--cN I LG. 1-1---'-1...... ............... ----- ....... OWI$R z --------------- _1 6'.9— f 11! l'' 2 VF 1 16-41 1 777 2" ___':-—------- ................... _j lY =7' 16'-0-4' R E S I D E N C E �Z o o —IN 0 ........... .............. 809 Maple Ln.Southold,NY y-—-------__ _J\ LO Siyu L 4 V iu Architect 7 N 4- __YD2�02 M MI 40 Long Pond Road,Wading River,NY 11792 A ............ f 63 1 929 0480 1Z — — — — — — — — - -- — — — — — ____f _\-- — — — — — — — — — — — — — — — Siyuliu.architect@gmail.com TITLE lr- ........ Plans ................. 4 --SE! DATE Nov. 2013 OR,DECK SCALE 1 /4" = V-01' R E V I S 1 0 N S ------ ------------------ --------- -------- PATIO BELOW No. DATE DESCRIPTION I NOV. 2014 2 DEC. 2014 4/2/ 15 PERMIT < < DWG. No. Second Floor Plan 03 It 4_ I I L111 1 7 H SCALE: 114"= 1'-0" -- --- - ---.- -,-- - ----- I--- - ---- I - � , � > . I - I I t 4 � ; i I � I , I I i 1 i 1 1 �I z ! , i I I I � ! I � i : I I I t, I t I � I I :I ; � I I I I I ,"' � I I � � I t ! t � i i � I X Im .. I�- , 11 . .. I I ; I + - - , I � � t I. 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COLLAR TIES 1"X8"FASCIA WITH TRIM CONTINUOUS SCREEN VENT iv _ COPPER GUTTER&DOWN in SPOUTS TO D.W.V.I.F. 3 RE T F L C R GRADE CEDAR PERFECTION SHINGLES 5 1/2"EXPOSURE EXISTING 15#FELT CRAWL 1/2"CDX PLYWOOD SHEATHING ON SPACE 2"X6"WD.STUDS @ 16"O.C. R-21 INSULATION 2"X1 2"RIDGE Section A-A SCALE: 1/4"= 1'-0" CEDAR ROOF SHINGLES 5 1/2"EXPOSURE ON 5/4"X4" LATH OVER 15#ROOF FELT 1/2"CDX PLYWOOD SHEATHING 2"X 12"ROOF RAFTERS @ 16"O.C. 12 TECO EACH RAFTER IN CATH.AREA 91 ATTIC R-38 INSULATION - ED A F? 1 PIECE EPDM `� 5��(U LIU 1/2"CDX PLYWOOD SHEATHING 11 FT- 2"X 8"ROOF RAFTERS @ 16"O.C. - ---- - PITCH TO DRAIN T G WOOD - - ---- - - - - � k - _ - 9T 030253 yOfi FOF N � Q LOFT 5/4"X5"FLOORING Bittner ON ACQ SLEEPER W/VARIED HT. 1 PIECE EPDM R E S I D E N C E 2"X8"R.R. PITCH TO DRAIN SECOND FLOOR 809 Maple Ln.Southold,NY 7A .[ .- Siyu Liu Architect IJ 40 Long Pond Road,Wading River,NY 11792 5 1/4 x 12"LVL L 5/8"GYP. BD. FINISH T 63 1 929 0480 1EE1 Rl P El T.&S.3 COAT JOB IL 17 Siyuliu.architect@gmail.com II - TITLE 14"COMPOSITE COL. II FOYER o II Plans II BLUE STONE SLAB ON REAR _ II DATE NOV. 2013 4" POURED CONCRETE SLAB PORCH F=--j ��r�� I � REINF.W/ II — SCALE 1 /4" 1 _ rr 6X6-W 1.4X 1.4W.W.M. [111Una II ONT R E V I S I O N S OVER 6"MIL.POLYETHLENE — — — _ VAPOR BARRIER ON WELL NO. DATE DESCRIPTION COMPACTED POROUS FILL BLUE STONE SLAB ON 4/2/ 15 PERMIT 4"POURED CONCRETE SLAB REINF.W/ 8" x 4'0"POURED CONC. FOUNDATION WALL 6X6-W 1.4X 1.4W.W.M. REINF.W/2-#5 REBAR TOP& EXISTING OVER 6"MIL. POLYETHLENE #4 REBAR @ 24"O.C. 7 CELLAR VAPOR BARRIER ON WELL HORIZONTAL&VERTICAL ON COMPACTED POROUS FILL 8 X 16 POURED CONC.FTG. REINF.W/(3)#5 REBAR,ON 2-2"X6"ACQ SILL PLATE DWG. NO. UNDIST.SOIL CELLAR FLOOR ALUMINUM TERMITE SHETLD SILL SEAL INSULATION 5/8"ANCHOR BOLTS,48"O.C. 2 Section B-B (MAXIMUM V-0" FROM CORNERS SCALE: 1/4"= 1'-0" NO LESS THAN TWO PER SILL) 8" POURED CONC. FOUNDATION WALL 0 7 REINF.W/2-#5 REBAR TOP& #4 REBAR @ 24"O.C. HORIZONTAL&VERTICAL ON 8 X 16 POURED CONC. FTG. REINF.W/(3)#5 REBAR,ON UNDIST.SOIL 2"X1 2"RIDGE CEDAR ROOF SHINGLES 5 1/2"EXPOSURE ON 5/4"X4"LATH OVER 15#ROOF FELT ]2 1/2"CDX PLYWOOD SHEATHING 91 2"X 12"ROOF RAFTERS @ 16"O.C. R-38 INSULATION ATTIC G WOOD CLG 1 1 7/8"TJI FLOOR JOISTS @ 16"O.C. 3/4"PLYWOOD SUBFLOOR 4 MASTER MASTER 5/4"X5"FLOORING CLOSET BEDRM ON ACQ SLEEPER W/VARIED HT. VERIFY CEILING DESIGN IN FIELD 1 PIECE EPDM 2"X8" R.R. SECOND tLOOR PITCH TO DRAIN GIRDERFFT-T-1 11 1 11 11 11-717M 5 114 x 1 1 7/8"LVL 14"COMPOSITE COL. Q FAMILY O ROOM FRONT BLUE STONE SLAB ON REAR 4"POURED D CO CRETE SLAB PORCH REINF.W/ FIRST FLOOR OVER 6" MIL•OLYETHLENE VAPOR BARRIER ON WELL COMPACTED POROUS FILL 1 1 7/8"TJI FLOOR JOISTS @ 16"O.C. 3/4"PLYWOOD SUBFLOOR W/MIN. R-30 BATT.INSULATION 8"x 4'0" POURED CONC. V.I.F. FOUNDATION WALL REINF.W/2-#5 REBAR TOP& 2-2"X6"ACQ SILL PLATE #4 REBAR @ 24"O.C. ALUMINUM TERMITE SHEILD HORIZONTAL&VERTICAL ON SILL SEAL INSULATION 8 X 16 POURED CONC.FTG. 5/8"ANCHOR BOLTS,48"O.C. REINF.W/(3)#5 REBAR,ON (MAXIMUM V-0"FROM CORNERS UNDIST.SOIL NO LESS THAN TWO PER SILL) 1 Section C-C SCALE: 1/411= 1'-O" 12 ��RED AAC'S� 91 U Lit/ 1� CEDAR ROOF SHINGLES 5 1/2"EXPOSURE ON 5/4"X4"LATH 2"X6"COLLAR TIE @ 16"O.Cls, OVER 15#ROOF FELT Sj U302Y� 1/2"CDX PLYWOOD SHEATHING 2"X 12"ROOF RAFTERS @ 16"O.C. I Or { TECO EACH RAFTER 1N CATH.AREA R-38 INSULATION 2"X 1011 C.J.@ 16"O.C. -- N-111 I 2"X 10"C.J.@ 16' C. 1"X8"FASCIA WITH TRIM B ittner CONTINUOUS SCREEN VENT — COPPER GUTTER&DOWN 11 1 1 1 t I IR E S I D E N C E SPOUTS TO D.W.V.I.F. O O 809 Map]e Ln.Southold,NY 5/4"X5"FLOORING Siyu Liu Architect ON ACQ SLEEPER W/VARIED HT. 1vl AA IIA 11 1 PIECE EPDM M CLOSET � FASCIA WITH TRIM O CONTINUOUS SCREEN VENT 40 Long Pond Road,Wading River,NY 11792 2"X8"R.R. ;d. COPPER GUTTER&DOWN 631 929 0480 PITCH TO DRAIN SPOUTS TO D.W.V.I.F. L�jl rrrr— Siyuliu.architect@gmail.com UR ESS HO ---- - - --- - - - - -- - - - -- ----- --— TITLE 51/4x117/8"L 1=1 ❑ ❑ _ Plans DATE Nov. 2013 14"COMPOSITE COL. SCALE 114" = V-0" R E V I S 1 O N S K. NO. DATE DESCRIPTION BLUE STONE SLAB ON REAR _ _ _ _ 4"POURED CONCRETE SLAB PORCH 0 on adoon udo 00 4/2/ 15 PERMIT REINF.W/ - - 6X6-W].4X 1.4W.W.M. ❑ OVER 6"MIL. POLYETHLENE VAPOR BARRIER ON WELL DUD , I ...U COMPACTED POROUS FILL 8"x 4'-0"POURED CONC. PROP. EXISTING DWG. NO. FOUNDATION WALL CRAWL CELLAR REINF.W/2-#5 REBAR TOP& SPACE #4 REBAR @ 24"O.C. 2 Section D-D HORIZONTAL&VERTICAL ON SCALE: 1/4"= 1'-0" 8 X 16 POURED CONC.FTG. REINF.W/(3)#5 REBAR,ON UNDIST.SOIL 8e 2"X 12"RIDGE CEDAR ROOF SHINGLES 5 112"EXPOSURE ON 5/4"X4"LATH OVER 15#ROOF FELT 1/2"CDX PLYWOOD SHEATHING 2"X 12"ROOF RAFTERS @ 16"O.C. n R-38 INSULATION 12 T&G WOOD CLG.77"" T&G WOOD CLG. O 9 4 LL EI � o O 0) M. BEDROOM I SECOND FLOG BEDROOM M. BATH T&G WOOD CLG. 1"X8"FASCIA WITH TRIM CONTINUOUS SCREEN VENT - I COPPER GUTTER&DOWN — — SPOUTS TO D.W.V.I.F. I — — — _ 5/8"GYP. FINISH - _ T.&S.3 COAT JOB IN OP0 CEDAR PERFECTION SHINGLES i _ I KITCHEN 51/2"EXPOSURE --_ _ 15#FELT 1/2"CDX PLYWOOD SHEATHING ON - i ® - „ „ 2"X6"WD.STUDS @ 16"O.C. C,103 — ■ 1 1 7/8 TJI FLOOR JOISTS @ 16 O.C. FI F 00 W/MIN. 30 BATT INSULATION 3/4"PLYWOOD SUBFLOOR R-21 INSULATION QOM L IN DI IN4 — O YE V, BR A TS o ❑ ❑ BEDROOM BEDROOM V.I.F. 11 11 IFT 11 11 11 11 11 11 11 11 11 LA — — — — PROP PROP EXISTING - - - - - - - -I�- - - - - - - -� — -� — n-- - --rl - - - - - - -IT - - - - - - CRAWL I I I I I I I I I I I I I CRAWL CRAWL SPACE I I I I I I I EXISTING I I I I I I SPACE SPACE 2-2"X6"ACQ SILL PLATE TERMITE CELLAR I I I I I I SILL STEAL INSULATION EILD I I I 5/8"ANCHOR BOLTS,48"O.C. (MAXIMUMV-0"FROM S � - - - II it II II it II MATCH FLOOR HEIGHT NOL SSTHAN TWO PER SILL 8"x 4'0" POURED CONC. FOUNDATION WALL L — J L — J L — J L — J L — J L — J REINF.W/2-#5 REBAR TOP& #4 REBAR @ 24"O.C. Section F-F HORIZONTAL&VERTICAL ON 1 OX 20 POURED CONC. FTG. SCALE: 1/4"= 1,-0.. REINF.W/(3)#5 REBAR,ON UNDIST.SOIL 12 9 NU CIV CEDAR ROOF SHINGLES 5 1/2"EXPOSURE - � 03p253 Q�2� ON 5/4"X4"LATH FOF C•1 `tI J OVER 15#ROOF FELT 1/2"CDX PLYWOOD SHEATHING 2"X 12"ROOF RAFTERS @ 16" O.C. R-38 INSULATION Bittner - - - R E S I D E N C E ATTIC — 809 Maple Ln.Southold,NY T&G WOOD CLG. L Siyu Liu Architect 40 Long Pond Road,Wading River,NY 11792 631 929 0480 5/8"TYPE"X"GYP.BD.FINISH Siyuliu.architect@gmail.com T.&S.3 COAT JOB L 5/8"GYP. BD.FINISH T.&S.3 COAT JOB TITLE rte`° Plans -=IN o REAR GARAGE TACK ROOMPORCH DATE NOV. 201 3 CEDAR PERFECTION SHINGLES BATH #2 BEDRM #2 5 1/2"EXPOSURESCALE 1 /4" = 1 r-O" VERIFY CEILING DESIGN IN FIELD 15#FELT 1/2"CDX PLYWOOD SHEATHING 01�4 R E V I S 1 O N S 2"X6"WD.STUDS @ 16"O.C. FIRST FLOOR R-21 INSULATION 4"POURED CONCRETE SLAB NO. DATE DESCRIPTION 4 MILL VAPOR BARRIER 4/2/ 15 PERMIT MATCH FLOOR HEIGHT PROP 1 1 7/8"TJI FLOOR JOISTS @ 16"O.C. 3/4" PLYWOOD SUBFLOOR CRAWL W/MIN. R-30 BATT.INSULATION V.I.F. EXISTING 2-2"X6"ACQ SILL PLATE CELLAR ALUMINUM TERMITE SHETLD SILL SEAL INSULATION DWG. NO. 5/8"ANCHOR BOLTS,48"O.C. (MAXIMUM V-0"FROM CORNERS NO LESS THAN TWO PER SILL 8"x 4'0"POURED CONC. FOUNDATION WALL REINF.W/2-#5 REBAR TOP& #4 REBAR @ 24"O.C. O 9 HORIZONTAL&VERTICAL ON 1 OX 20 POURED CONC.FTG. 2 Section E-E REINF.W/(3)#5 REBAR,ON SCALE: 1/411= F-0" UNDIST.SOIL WINDOW SCHEDULE TYPE " 1 " TYPE ,r2rr TYPE "3" TYPE T'411 TYPE "5" TYPE "6" TYPE "7" a a Ll 1- 1-1 [ILL] — I- 0 0000 EAST ELEVATION 101 10 10 GARAGE FRONT ELEVATION 10 10 FOYER FRONT ELEVATION 1 1 GREAT ROOM EAST ELEVATION 1 1 GREAT ROOM REAR ELEVATION 1 1 KITCHEN REAR ELEVATION 1 1 l 1 BEDROOM#1,#2 WEST ELEVATIONO 1 1 BEDROOM #2 TACK ROOM FRONT ELEVATION 10 10 10 10 LAUNDRY/ LAUtlVD FAMILY FRONT ELEVATION 1 1 1 1 1 LIVING ROOM WEST ELEVATION 12 121 GARAGE MANUFACTURE MARVIN MANUFACTURE MARVIN MANUFACTURE MARVIN MANUFACTURE MARVIN MODEL # (3)CUSTOM MODEL # (4)CUSTOM MANUFACTURE MARVIN MANUFACTURE MARVIN MANUFACTURE MARVIN (3)CUDH 3232 (4)CUDH 32:32 MODEL # CUDH 3232 MODEL # CUDH 2426 DESCRIPTION CLAD ULTIMATE DESCRIPTION CLAD ULTIMATE MODEL # (4) CUCA 3054 MODEL # (3)CUDH 3232 MODEL # (2)CUDH 3232 DESCRIPTION CLAD ULTIMATE DESCRIPTION GLAD ULTIMATE DOUBLEHUNG DOUBLEHUNG DESCRIPTION CLAD ULTIMATE DESCRIPTION CLAD ULTIMATE DESCRIPTION CLAD ULTIMATE DOUBLEHUNG DOUBLEHUNG CASEMENT DOUBLEHUNG DOUBLEHUNG FRAME SIZE (3)3'-1 3/8" X 21- 1 'r FRAME SIZE (4)3'-1 3/B" X 2'" 1 " (3)3'"13/8" X 6`- 03/8" (4)3'-1 3/8." X 6`- O 3/8" FRAME SIZE 3`-1 3/8" X 6'- 0 3/8" FRAME SIZE 2'-5 3/8" X 5'- 0 3/8" FRAME SIZE 30" X 4'- 5 1 /8' FRAME SIZE (3)3'"1 3/8" X 6`- 0 3/8" FRAME SIZE (2)3'-1 3/8" X 6'- 0 3/8" QUANTITY 11 QUANTITY 2 QUANTITY 1 QUANTITY 1 QUANTITY 1 QUANTITY 2 QUANTITY 2 TYPE "8" TYPE "9" TYPE IT 1 O" TYPE Tr 1 1 IT TYPE " 1 2" TYPE IT 1311 TYPE " 14" 'Ll WEST ELEVATION 1 1 BATH#2 FRONT ELEVATION 2O 1 GARAGE FRONT ELEVATION &9MASTER CL. FRONT ELEVATION FOYER FRONT ELEVATION FOYER REAR ELEVATION 20 21 BEDROOM#3 REAR ELEVATION 301 REAR (FOYER 4B�9 BEDROOM#3 CL,BATH M.BATH M.BEDfROOM WEST ELEVATION e MASTER BATH MANUFACTURE MARVIN MANUFACTURE MARVIN MANUFACTURE MARVIN MANUFACTURE MARVIN MANUFACTURE MARVIN MANUFACTURE MARVIN MANUFACTURE MARVIN MODEL # CUDH 2424 MODEL # CUDH 2418 MODEL # CUDH 3226 MODEL # CUDH 2426 MODEL # (2) CUDH 3226 MODEL # (3) CUDH 3226 MODEL # CUDH TRANSOM DESCRIPTION CLAD ULTIMATE DESCRIPTION CLAD ULTIMATE DESCRIPTION CLAD ULTIMATE DESCRIPTION CLAD ULTIMATE DESCRIPTION CLAD ULTIMATE DESCRIPTION CLAD ULTIMATE DESCRIPTION CLAD ULTIMATE DOUBLEHUNG DOUBLEHUNG DOUBLEHUNG DOUBLEHUNG DOUBLEHUNG DOUBLEHUNG DOUBLEHUNG TRANSOM FRAME SIZE 2`-5 3/8" X 4'-8 3/8" FRAME SIZE 2'-5 3/8" X 3'- 8 3/8" FRAME SIZE 3'-1 3/8" X 5`-0 3/8" FRAME SIZE 2'-5 3/8" X 5'-0 3/8" FRAME SIZE 3'-1 3/8" X 5'-0 3/8" FRAME SIZE (3) 3'-1 3/8" X 5'-0 3/8" FRAME SIZE 2`"1 3/8" X 2'-3 11 / 16" \5��5�U AlRcy% QUANTITY 5 QUANTITY 2 QUANTITY 1 QUANTITY 2 QUANTITY QUANTITY 1 QUANTITY 1 Q Q 2 Y , 030253 ypQ` FOF Nti`N EXITERIOR DOOR SCHEDULE TYPE " 1 " TYPE "2" TYPE "3" TYPE "4" TYPE "5" TYPE "6" Bittner R E S I D E N C E 809 Maple Ln.Southold,NY SiYu Liu Architect 40 Long Pond Road,Wading River,NY 11792 11 \ \ \ / \ 631 929 0480 171 11 11 11 El F1 I / \ / \ / \ Siyuliu.architect@gmail.com TITLE Plans L—A Y=&� I LIHL \ \ ACTIVE \ ACTIVE DATE NOV. 2013 SCALE 1 /4 " = 1 `"O" R E V I S 1 O N S FRONT ELEVATION O GARAGE FRONT ELEVATION r FOYER D103 GREAT RM REAR ELEVATION D104 D105 FAMILY RM, REAR ELEVATION D105 FAMILY RM, REAR ELEVATION D201 D20 REAR FOYER,M.BEDRMI NQ, DATE DESCRIPTION D101 1 O REAR ELEVATION FOYER,BREAKFAST, FOYER,BREAKFAST, 4/2/ 15 PERMIT MANUFACTURE PER OWNER MANUFACTURE PER OWNER MANUFACTURE MARVIN MANUFACTURE MARVIN MANUFACTURE MARVIN MANUFACTURE MARVIN MODEL # MODEL # MODEL # CUSTOM TO MATCH OTHER MODEL # 12080 MODEL # 12080 MODEL # 12070 TRANSOM IN GREAT ROOM 12080 DESCRIPTION OVERHEAD DESCRIPTION ENTRY DOOR DESCRIPTION IN - SWINGING DESCRIPTION OUT- SWINGING DESCRIPTION IN - SWINGING DWG. NO. FRENCH DOOR DOOR DESCRIPTION " SWINGING FRENCH DOOR FRENCH DOOR FRENCH DOOR F FRAME SIZE 18'-0" X 8'-O" FRAME SIZE 6'-O" X 9'-3" FRAME SIZE 1 1 '"1 1 IT X7 T_1 1 1 /2 IT FRAME SIZE 1 1 '-1 1 IT X7 T_1 1 1 /211 FRAME SIZE 1 1 '-1 1 IT X 7'-1 1 1 /2 IT FRAME SIZE 1 1 '.1 1 " X 71- 2" A, . QUANTITY 1 QUANTITY 1 QUANTITY 12 QUANTITY 2 QUANTITY 1 QUANTITY TABLE R602.30) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS 2"x4" r31?ACF DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE o e e e o e CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OF FASTENER SPACING OF FASTENERS e ° ° ° ° ° FASTFNFI'S AS INI2ICATFt2 JOIST TO SILL OR GIRDER,TOE NAIL - REQUIREMENTS FOR ROOF COVERINGS e ' ° ' ' ° ° ' IN 5CHEt2ULF F012 38D 5112UCTUIZA MEWOfP,5 SUBJECT TO DAMAGE FROM GROUND WIND SEISMIC WINTER ICE SHIELD FLOOD 2-8D - R905.2.5 FASTENERS. ° ° , 1"x6"SUBFLOOR OR LESS TO EACH JOIST,FACE NAIL SNOW SPEED DESIGN FROST DECAY DESIGN UNDERLAYMENT HAZARDS 2 STAPLES,1 3/4 - FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR LOAD (MpH) CATAGORY WEATHERIN DEPTH LINE TERMITE TEMP REQUIRED 2"SUBFLOOR TO JOIST OR GIRDER,BLIND AND FACE NAIL 2.16D COPPER ROOFING NAILS, MINIMUM 12 GAGE [0.105 INCH (2.67MM)] SHANK HATH A MINIMUM 3/8 INCH ' e ° ° ° ° ° ° ° ° ° ° ° 8'-0"MAX (9.5MM) DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS ° • • e e ° 45#/SF i 20 C SEVERE 32"(TOP) TO HEAVY MODERATMODERATE SLIGHTTOE 1 YES F RM MAPS AND A MINIMUM OF 3/4 IN (19.1MM) INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS ' ° , e o e o 0 o e o 0 0 0 0 SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 160 16" O.C. THAN 3/4 INCH (19.1MM) THICK, THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING, FASTENERS SHALL COMPLY WITH ASTM F 1667 ° ° ° ° ° DESIGN LOADS ( TOP OR SOLE PLATE TO STUD,END NAIL 2.16D - o o e o 0 o e e e o 0 0 o PL-YWOOt2 AS NOTFI2 R905.2.6 ATTACHMENT STUD TO SOLE PLATE,TOE NAIL 3.8D OR 2.16D _ ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER. ° ° FOR NORMAL APPUCATION, ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF PATH NOT LESS THAN o o ° o , o oI ol o ° , o , DOUBLE STUDS,FACE NAIL 10D 24"'O.C. FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. WHERE THE ROOF CEILING LIVE LOAD: 2O P.S.F. DOUBLE TOP PLATES,FACE NAIL IOD 24" O.C. ARE REQUIRED.SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL (20 :12), SPECIAL METHODS OF FASTENING 2ND FLOOR LIVE LOAD: 30 P.S.F. Tor V I F-W SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-16D 1611'O.C. EXCEPTION: 1ST FLOOR LIVE LOAD: 40 P.S.F. DOUBLE TOP PLATES,MINIMUM 48-INCH OFFSET OF END JOINTS,FACE NAIL IN LAPPED AREA ASPHALT STRIP SHINGLES SHALL HAVE THE MINIMUM OF SIX FASTENERS PER SHINGLE WHERE 8.16D - THE ROOF IS IN ONE OF THE FOLLOWING CATEGORIES: 1. THE BASIC WIND SPEED PER FIGURE R301.2(4) IS 110 MILES PER HOUR (177 KM/H) OR I/2" PL-YWOOt2 WITH III *r 6 5CrF-W5 EXTERIOR DECK LOAD: 32 P.S.F. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE,TOE NAIL 3-8D - GREATER AND THE EAVE IS 20 FEET (6096 MM) OR HIGHER ABOVE GRADE. FVF-ry6" IN FV(_12 ANb FVFPY4" A-r 2 THE BASIC WIND SPEED PER FIGURE R301.2(4) IS 120 MILES PER HOUR (193 KM/H) OR INTF1?IOI?Et2GF5 SNOW LOAD 32 P.S.F. RIM JOIST TO TOP PLATE,TOE NAIL BID 6"O.C. GREATER. WIND LOAD 37 P.S.F. (120 MPH) TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS,FACE NAIL 2.1 OD - 3. SPECIAL WIND ZONES PER FIGURE R301.2(4) 2"x4" WITH 3" **8 C 2) LAYFP5 OF SEISMIC LOAD: XEMPT (R301.2.2) BUILT-UP HEADER,TWO PIECES WITH 1/2"SPACER 16D 16"O.C.ALONG EACH EDGE 5CFW5 FVFf: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - -1 I I I I I I I I I I I I I I I l 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 I I I I I I I I I I I I I I - - - - - - - - - - - - - - - - - - - - - - - F— - - - - - - - - - - - - - -r- - — — — — — - -1 I I I I I I I i I I I I I _ I I I I I —I 1 -1 r7/8Tit-SEMES F.J:@JI6-0.C.— — @J I� I R-30 INSULATION � I - N U) W a p 5 1/4X 14 LVL w a 16'—OZ" ELEC P 00 z � a V� r J J 0_ N N X X N N V (( I V 1 — — — RED At? I ��v u U& I SEPTIC 7-1 -1 til _ I I I ot�0„ 3 I I I I q 2 y Or NE I I I I I I I I J I I I I o ----------- N Bittner I I I o j - - - — — — — — � g R E S I D E N C E L — — — — — — — — — — —� I I Z 809 Maplc Ln.Southold,NY I I N0 Siyu Liu Architect — - — — — JL - - — L — - — — 40 Long Pond Road,Wading River,NY 11792 IL 11 I L - - - - - - - - - - - 631 929 0480 — — — — — — — Siyuliu.architcct@gmail.com I I I I I I I I I I I I TITLE I I I I I I I I I I I I I Electrical Plan I I I I I I I I I I I I I DATE MAR. 2015 I I I I I I I I I I i j I SCALE 1 /4" = V-0" I I I I I R E V I S 1 O N S 1 ► I I I I NO. DATE DESCRIPTION I I I I I I I I I I I I I I I I L-- - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - -� L - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � DWG. NO. i First Floor Framing Plan SCALE: 114" = V-0" 0 � _ - - - - - - - - - - - - -i- - - - - - - - - - - - - - - - - I , I I I I F I , I I I I I 1 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 I I I I I I I I I I 11 7/8 Til 360 S RIES F.J.@ 16 o.c. A, 5 1/4 x 1 1 7/8 LVL 1 jtP A r , I �'WAp o i0:1 II q , r rE I ° , IOD I � I w -- I I - 3„ 16,--g w Li i U) - - - - - - -- � I I it I 1 ,o" - - - - - - - - - - - - - L - - - - - - - - - - - - �I OD ° - - - j 06 00 1 I t I 1 � I // I I I I I 1 w 1 1 _ I ! I O i 1 1 7/8 TJl 360 SERIES F.J.@ ]6 o.c.— — — I I to I / - - \ �;-- I Hri 117/ 8 Til 60 SERIE F.J.@ 116 O.C. I � I 1 � CO I ! // ; ' x , ( 5 4" 11 r/4" SL T11 5 4" 14" . S R 5 1/4 X1 1 1/4 PS - F -- (2)31 1 ST EL IT P E vERI Y N iLu Lus oR — DRO P D IRD 3y 2 x 1j,'4"LVL - - - --E - - - I ��ED ARcyi CO 0 ® , I I I I I I I \ I ��,� 5�V U L 1� J - - - - \ 2„x8„ I I - - - - - - - - - - - I \ I I I 1 1 1” I I T \ 16"O.C. AA 0I _ - I 'LL 2x8 F. . IUIN DF N - - � - - -I W ! I �� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ / \ SHOWE N I I I w I I I m - - - - - - - - - - - - - - - - - - 141 X I t o I I I I \ I 1 N - I - m ! 1 I - --- - I - - - - , \ I T -T \ \ � � I �' ► I I I CO I � I I I � '� �' \\ ' Bittner 3 1/2"x 12"LVL I I I I I ►� I �� I I ► i I l 1 I U (] \ �/ - - - - — 1 1 7/8 TJI 360 SERIES F.J.@ 6 o.c. I I I I I I , I , \ I R E S I D E N C E — — — — — — — — — — — — 809 Maple Ln.Southold,NY a a - I i Siyu Liu Architect 40 Long Pond Road,Wading River,NY 11792 \\ 631 929 0480 12'-7" , % \ Siyuliu.architect@gmail.com 6 i 0 TITLE Electrical Plan J U CV N ° MAR. 2015 � N DATE @ SCALE 1 /4 IT ^ 1 r-O" w LL R E V I S 1 O N S 11 N N NO. DATE DESCRIPTION 16=z;�9 -— i �L 5 1/4x 1 1 7/8 LVL 5 1/4X 1 i 7/8 LVL 5 1/4x 1 1 7/8 LVL 14'-6" 14'-6" 15'-3" VERIFY ALL FRAMING DWG. NO. MEMBERS IN FIELD i Second Floor Framing Plan SCALE: 1 /4" ^ 1 '-O" 02 II I Ij II I II II I II II I II II I II II I II II I II II I II II I II II I II II I II II I II II I II II I II II I II II I II II I II II I II II I II II I II II I II II I II II I II II I II II I II II I II it I II II I II II I II II I II II I II II I II - - - - - - - - - - - - - II I II II i II - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F— J - - - - - - - - - - -- --- - - - - - - - - - - - - A F - 4- - - - - - - - - - - - - - - - - - - - - - - - - z - - - - - - - - - - - - - - - - - - - - - - - - I Al I d 0 J Ii I d 6 0 - \` \\ \x i - - -\ - - / .\ � I @) 0 _j IF, 0 2"x 10" c.i.0 16"O.C. 1 0 C E I �kE D ARO' 0 X LL U 0 NZo L 03025 b 12"..6 ' INI ER OR-R- OFN 16 'c C. VERIFY CEILING O DESIGN IN EO MASTER SUITE W I I iV \—/ I FIELD 7 0 0 11 TT /111111112 INI I r 2–X61JI — ---- a INTERI I F.R.@ Bittner - - - -- - - - - - - - - - - 160. . --'0 -0. - - - -- - - - - - - - - - 4 C - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - R E S I D E N C E 809 Maple Ln.Southold,NY 0 U 574— a a II . ....... _� i Siyu Liu Architect LZ— — — — — — - - - - — — — — —_ _-- — -- — — — — — — —/— — — — — - - - - — — — — —/— — — — — — — — — — — — — — — — — — — — --" — — — — — — — — — — — — — — — — — — — —- - - 40L Pond Road,Wading River,NY 11792 VERIFY CEILING 63 1 929 0480 DESIGN IN Siyuliu.architect@gmail.com MASTER SUITE IN FIELD TITLE Electrical Plan DATE MAR. 2015 SCALE 1 /4" = V-O" VERIFY ALL FRAMING R E V I S 10 N S MEMBERS IN FIELD No. DATE DESCRIPTION C ling Framing Plan ei DWG. No. SCALE: 1 /4" = V-O" 03 - - - - - - - - - - - - - - - -- II II II II I 11 II I II II I 11 21'x 12" R.R.@ 16"O.C. 2"x12"R.R.@ 16"O.C. I -- -- - - - -- - IL - _ - - - - - - - - - - - _j Nl o�/c A @ jA_ I I U \ 2" 12"R.R.@ 16"O.C. I- X 0 Q I@ X 12"X 1 2"R.R.R.@16"O.C. N F_ 2"x 1211 R.R.@ 16"O.x12' RID CRI( KET 12 IDG 2"x12" �Q / -- \ 2"x12"R.R.@) 161,O.C. w 030253 yOQ 1�— — — — — — — — — — — —\—\\\ 11 21'rl2'IIRIDgf 11 11 11 11 a"xl R. !.@W 1 3"O1 2"x I R 9151, 0 0 0 X 2"x12"R.R.@ 16"O.C. i i i I c0 tiA I b F O 1 I 11 NNI x ittner 4— ----------- 7 R E S I D E N C E (m N, Ld 809 Maple Ln.Southold,NY A Si yu Liu Architect / N i I .ti X L � \ I , 40 Long Pond Road,Wading Rivcr,NY 11792 631 929 0480 "K iyumarc itect gmal.com 1j_ 6"O.C. 2" 1R.R.@ x 2"R .@) 12"R.R.@) 16"0.C. _ — — — — — — — — — — 2" 1 — — — — — — — Z F I— - H TITLE FRAME FRONT TO BACK REVERSE FIRST Electrical Plan LAYOVER MAIN ROOF DATE MAR. 2015 SCALE 114" = 1 '-10" _R E V I S 1 0 N S VERIFY ALL FRAMING NO. DATE DESCRIPTION MEMBERS IN FIELD DWG. No. Roof Framing Plan SCALE: 1 /4" = 1 -0" 04