Loading...
HomeMy WebLinkAbout40986-Z SgfF04cOG� Town of Southold 7/11/2018 P.O.Box 1179 N 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39760 Date: 7/11/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 4745 Elijahs Ln,Mattituck SCTM#: 473889 Sec/Block/Lot: 100.4-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/1/2016 pursuant to which Building Permit No. 40986 dated 9/13/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING WOOD STOOP TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Shipman,Jonathan&Jennifer of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40986 02-01-2017 PLUMBERS CERTIFICATION DATED u ho ' Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT s 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#: 40986 Date: 9/13/2016 Permission is hereby granted to: Shipman, Jonathan PO BOX 1472 Mattituck, NY 11952 To: construct addition and alterations to existing single-family dwelling as applied for. At premises located at: 4745 Elijahs Ln, Mattituck SCTM #473889 Sec/Block/Lot# 100.4-11 Pursuant to application dated 9/1/2016 and approved by the Building Inspector. To expire on 3/15/2018. 1 Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $380.00 CO -ADDITION TO DWELLING $50.00 Total: $430.00 . uilding Ins for a 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 / r Date. c it�Gt n: Old or Pre-existing Building: f , ,• ,, (check one) Location of Property: 'S V�I l- /lX, 1 uG P ty House No. Street Hamlet Owner or Owners of Property: 1o4 !' SVU P WI.(L" Suffolk County Tax Map No 1000, Section 1 On Block ©9' Lot Subdivision l� Filed Map. Lot: Permit No. V Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓/ (check one) Fee Submitted: $ 5© coo Ap licant Signature oF SOUr�®� � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G .®�� �o roger.richertCa�town.Southold.ny.us Southold,NY 11971-0959 couff f 9� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Shipman Address: 4745 Elijahs Lane City: Mattituck St: New York Zip: 11952 Building Permit#: 40986 Section: 100 Block: 4 Lot. 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: T. Best Electric Inc. License No: 49446-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 12 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 25 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect 200A Switches 5 Twist Lock El Exit Fixtures TVSS Other Equipment: Change 200A Service to Underground, 3- ARC Fault Circuit Breakers. Notes* Inspector Signature: 7Date: February 01, 2017 0-Cert Electrical Compliance FormAs SOUT�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F DATION 1ST [ ] ROUGH PLBG. [ FO UNDATION 2ND [ ] INSULATION [1,.JFRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: I-rAm t ��- - - DATE INSPECTOR SOP s0 H O i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE y INSPECTOR ^t�'S bra& �ooum,��'' A* TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON [ ] FOUNDATION 1ST [ ] R GH PLSG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL I ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: '� Fifv�tm-Aki%, iin DATE O INSPECTOR OF SOUjy�lo . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 4 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE /'� ��' r INSPECTOR + OF SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON [ ] FOUNDATION 1ST [ ] OUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: IN" F 9,-m, k W S IKSV�v.1h�K, Ih DATE INSPECTOR OF SOUlyolo y o 0 m 0 ® TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) bq, ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR i Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 DEC-21 1 2016, December 16, 2016 BUILDING DFPT. TOWN OF SOUTHOLD Southold Town Building Department Town Hall Annex Main Road Southold, NY 11971 Re: Renovations and Addition to the Shipman Residence 4745 Elijah's Lane Mattituck, NY 11952 BP#40986 I hereby amend the SPECIFICATIONS for the above referenced project as follows: To achieve total R-value of R-22 in the new exterior walls, provide R-19 fiberglass batt insulation in the framed wall cavities, and R-33 foam backer insulation over the exterior sheathing and under the new vinyl siding. This application will meet the requirements of the NYS Building Code and its energy saving provisions. Respectfully submitted, Of NEW yo CSP Pg G Sq�G1Q,f Thom . S , 'P A 018350 �U FG rERED P G r I • : o • • •r • r • r I �• I • r 01 FAIA WAI kW. IMMIAWWOM it W ,WAA ���11. o .� �WNW �,'A RLQ � • • u 1 � n TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �q�r_ Survey SoutholdTown.NorthForkxet , 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 Contact: Approved 3 '20 Mail to-,m.&-wm. &- widA Yo 4Lw Disapproved a/c 11 t Phone: Expiration 20 D Building nspector , L5 15 Vis4 PPLICATION FOR BUILDING PERMIT SEP ® 1- 20% Date 3 , 20J� BUII.DING DE��PppT.�� INSTRUCTIONS a.TPY%0Ca�A�Jir'1'G��r�JS'�"�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) M M- Qd lg-:, (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises B� �V1. �� C�V MAIA� (As on the tax roll or latest eed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer Builders License No. ` °�fR�iGF.GI� $'��D -� Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on w 'ch pro o�ed ork,will,,bexdo e:•u f w Ck HouseNumber 4eet ' Hamlet -Y-- County Tax Map No. 1000 Section '' ''` };'' 4Block =c-, ,fit' : Lot Subdivision Filed Map No. Lot State existing use and occupancy of premises andin ende=kuseand oc upancy of proposed construction: a. Existing use and occupancy 1 ` b. Intended use and occupancy SA," Nature of work(check which applicable): New Building Addition V/ Alteration Repair Removal Demolition Other Work ' (Description) Estimated Cost � baa Fee oo (To be paid on filing this application) If dwelling,number,of dwelling units 1 Number of dwelling units on each floor If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. p Dimensions of existing structures,if any: Front C)c- Rear Cob(('2o ii Depth Height 161-6011 Number of Stories ©K Z !V Cad Dimensions of same structure with alterations or additions: Front ",, as lwl In Vie ``", Depth qQ I-C) Height Number of Stor` � v & F°f r=:j 1.u I Z'� QaCr®V U, i. Dimensions of entire new construction: Front oCaG r�� Rear De Height (o tC Number of Stories m�LZ �. Depth �., �; Size of lot: Front ® Rear ��Q PAWL D,"� °x 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated `'10 12.Does proposed construction violate any zoning law, ordinance or regulation? YES NO-1-11 " 13.Will lot be re-graded?YES NO /Will excess fill be removed from premises?YES-V/—NO 14.Names of Owner of�remises =M&LAddress fD 1474- fUdk hone No. �oZo Name of Architect �+�Wtf . Address Phone No CQ�( 73q bk"�- _ Name of Contractor ,8 � Address Phone No. t7lb 4-28 1 ` ,-� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED.- 16. EQUIRED.16.Provide survey,to scale, with accurate foundation plan and distances to property lines. 17.If elevation at any point on propery 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 "'1 *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) } being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the &�1f (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 LAU ,EMMT&SSICK Sworn to before me thiss NQPUBLIC-STATE OF NEW YORE. 3 I day of S` ! '20 ' ' No.01 MC6342306 Qual'if'ied in Suffolk County Not Public _ �� p y Signature of Applicant Notary My Commission Expires a ,. " , Scott A. Russell su STO][Z.MWA\T]ER SUPERVISORN I�V1[A\ISA\�G�]EI� LENT SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT ,INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑EfA. Clearing, grubbing, ,grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[G]'B. 'Excavation or f illing involving more than 200-cubic yards of material 'within any parcel or any contiguous area. ❑['C. Site,preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[91). Site,preparat ion within 100 feet of wetlands; beach, bluff or coastal erosion hazard area. [:1[3/E. Site preparation within the,one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. El[9/17. Installation of new or resurfaced impervious surfaces of 1,000 square feet or,more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes .in-kind replacement of impervious surfaces. If you answered'NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County,Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your.Building Permit Application. APPLICANT: (Propel ty Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date too p� Dstrict f NAME- �/VvL C�Z��✓° L/IS. ��A IOV �"V,p—INt, Section Block Lot ISgnaturel FOR BUILDING DEPARTMENT USE ONLY**** ContacOnformation. Mkphone Number) A,,p 6A Reviewed B • rn — — — — — — — — — — — — — — — — Date_ �� 69 'Property Address/Location of Construction Work: — — — — — — — — — — — — — — — Approved for processing Building Permit. �l.•11 1� VU Stormwater Management Control Plan Not Required. (+A Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM'-# SMCP=TOS MAY 2014 Town Hall Annex 4 O Telephone(631)765-1802 54375 Main Road �, �.gg aa P.O.Box 1179 - roger riche Q1t0`wn SOutIl0[ .n .us Southold,NY 11971-4959 BUILDING DEPARTMENT TOWN OF SOUTHOLD. APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: __rVL0 NIoVS e,S?_ Date: I Company Name: Name: 71, ® xk cam61. License No.: 9 2cl _ M E Address: 3 Phone No.: _ �. JOBSITE INFORMATION: (*Indicates required information) *Name: 5 h. ►�P M Q. nL � *Address: X17 N S E L t Tci- G . *Cross Street: ©y,�, k V 2/l LJ `Phone No.: ( I Li Permit No.: L4 p 9 Vo Tax-Map District: 1000 Section:JX Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Tia (L _0 S (Please Circle All That Apply) *Is job ready for inspection: YES/ NO. Rough in Final *Do-you need a Temp Certificate: YES/(g) b� Temp Information(if-needed) *Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other . *New Service: Re-connect Underground Number of Meters Change of Se Additional Information: PAYE DUE WITH APPLICA DD r �-s OCT 27 2016 A UO k 06jdL t1FT. 824Request for Inspection Form TOWN OF SOLTMOLID �o��aF S�UryO op Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q roger richert _ovm sout01015.ny.uS Soerthold,NSC 11971-0959 BUILDING DEPARTMENT TOVM OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION t REQUESTED BY: IoM CA.. !S is e 5T Date: Company Name: rye's7(-- , C a-(�-C-, Name: T License No.: Li -- Address: C, a,5 5 Mb(,ichn,5 1 (4 Phone No.: JOBSITE WFORMATION: {*Indicates required information) *Name: p�Al *Address: 7LA 5 EELI (a- L N K(X--T"-77 rtzC4,- *Cross Street: j ® ' U *Phone No.: _ Z456 - Permit 4S6 _Permit No.: Tax-Map District: 1000 Section: 1J)p . Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) N CUD Se,cy I C- c-) (Please Circle All That Apply) Is job ready for inspection: YES/ Rough in Final *Do-you need a Temp Certificate: Q/ NO Temp Information(If needed) *Service Size: - G6;;) 3Phase 100 - 150 200 300 350 40 *New Service: Re-connect Underground Number of Meters Cha�ngeof�Ser%W&' +Big r O LS Add i#io i Information: PAYMENT DUE WITH APPLICATION OCT 2 7 2015 BUILDING DEpr. TOWItOFSOUTHOLD B2-request for inspection Form EL S A M U E L S & S T E E L M A N August 31, 2016 Southold Building Department Town Hall Annex Main Road Southold, NY 11971 Re: ADDITION TO THE SHIPMAN RESIDENCE 4745 Elijah's Lane Mattituck, NY 11952 SCTM# 1000-100-04-11 Attached, please find the following: 1. Building Permit Application 2. Stormwater Management Work Sheet 3. (4) sets stamped CONSTRUCTION DOCUMENTS 4. ResCheck 5. Certificate of Occupancy Application 6. Check for C.O. for$50. The project includes an addition to the Living Room of the existing residence. The addition complies with the Zoning Code. The existing three bedroom residence will remain three bedrooms; no permit from the SCDHS is therefore required. Please review all materials, call with any questions, and issue a BUILDING PERMIT at your earliest convenience. Sincerely, IT44"w Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 Pt REScheck Software Version 4.6.2 Compliance Certificate Project SHIPMAN RESIDENCE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4745 Elijah's Lane, Jonathan and Jennifer M.Shipman Tom Samuels Mattituck, NY 11952 PO Box 1472 Samuels and Steelman Architects Mattituck, NY 11952 25235 Main Road Cutchogue, NY 11934 1 631 734 6405 tom@samuelsandsteelmanarchltect s.com Compliance: Passes using UA trade-off Compliance: 13.7%Better Than Code Maximum UA: 139 Your UA 120 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 Cavity Cont. Perimeter Floor 1:All-Wood Jolst/Truss:Over Unconditioned Space 448 30.0 7.0 0.026 12 Ceiling 1: Flat Ceiling or Scissor Truss 448 30.0 7.0 0.028 13 Wall 1, North Elevation:Wood Frame, 16" D.C. 210 22.0 7.0 0.039 7 Window 1:Wood Frame:Double Pane with Low-E 18 0.300 5 Window 2:Wood Frame:Double Pane with Low-E 18 0.300 5 Wall 2,West Elevation:Wood Frame, 16"o.c. 94 22.0 7.0 0.039 3 Window 3:Wood Frame:Double Pane with Low-E 18 0.300 5 Wall 3,West Elevation fireplace: Solid Concrete or Masonry:No Insulation 87 0.333 29 Wall 4,West Elevation:Wood Frame, 16" D.C. 94 22.0 7.0 0.039 3 Window 4:Wood Frame:Double Pane with Low-E 18 0.300 5 Wall 5,South Elevation:Wood Frame, 16" o.c. 210 22.0 7.0 0.039 5 Door 1: Glass 94 0.300 28 Project Title: SHIPMAN RESIDENCE Report date: 08/30/16 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Shipman\Energy Pagel of 2 Calculation.rck • 0 1� 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 comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Dat Project Title: SHIPMAN RESIDENCE Report date: 08/30/16 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Shipman\Energy Page 2 of 2 Calculation.rck SITE DATA SCTM # 1000-100-04-11 ELECTRICAL INSPECTION REQUIRED ADDRESS 4745 Elijah's Lane, ADDRESS Mattituck, NY 11952 OWNER: Jonathan Shipman Jennifer M. Shipman PO Box 1472 Mattituck, NY 11952 SITE: 43,560 SF = 1.00 AC DATE: -J FEE-- BY: �.w N/0/F ZONING: R-80 It— FELIX DEERKOSKISURVEYOR: John C. Ehlers N�.•�i�" !�DI'�� GE�r�,R�°AENT AT TOWN OF SOUTHOLD BU! OL6 East Main Street s AIM '[0 e`.yM FOR THE ui FOLL c'.,=,,!�!r Ir1SGE TI NS: l000-lol. URE Riverhead, NY 11901 1. F;''.iiJDAi!O;J - TWO REQU'r7EG AGRICULTURE LICENSE #50202 3 DATED 04-15-09 F�� POURED CCNCr�ETE 2. ROUGH - FRAMING & PLUMBING N26'02'40"W 150.00' 3. INSULATION 0 4. FINAL - CONSCOMPLETE FOR C.O.MUST o LOCATION RAP BE COMPLETE FOR C.Oo 0 ALL CONSTRUCTION SHALL MEET THE 0 o � REQUIREMENTS OF THE CODES OF NEW o N N V v9 YORK STATE. NOT RESPONSIBLE FOR Q o y W DESIGN OR CONSTRUCTION ERRORS. ' to o SITE O COMPLY WITH ALL. CODES OF �� � O �- °� NEW YORK STATE & TOWN CODES 2:I IX � a\ e Q AS REQUIRED AND CONDITIONS OF << �� Q 0 wL ,... S pt'r P ui Z OCCUPANCY OR 0 WIRE FENCE W/ J USE IS UNLAWFUL I I - I FILTER CLOTH WITHOUT CERTIFICATE OF OCCUPANCY I SURFACE FILTER CLOTH MIN. DRAINAGE Q 6" BELOW GRADE FLOW0 Tf1Se.,sA3 rlisi'".ililimIL3 RSdtUIR➢ED I ( r F � V ,1N11 d i NUft 20' SIDE SIDE TEMPORARY STORM WATER (� Y,A, iromqT,M za YARD f�lrT0'��r�ttCOO�. ETBAGK � I YAC RUNOFF CONTROL MEASURE , 1 SETBACK EROSION & SEDIMENT CONTROL DETAILS 1 1 NO SCALE I I I I I I I I I I TEMPORARY STORM WATER RUNOF CONTROL MEASURE WIRE FENCE W/ I I TEMPORARY STORM WATER RUNOFF CONTROL MEASURE Z. FILTER CLOTH SEE DETAIL I THIS I I WIRE FENCE W/ FILTER CLOTH SEE DETAIL I THIS SHEET SHEET I cnLO 1 P05ED NEW UNDERGROUND DRYWELL EXISTING SANITARY SYSTE I I FOR STORMWATER RUNOFF FROM BUILDING - (1) 1000 GAL SEPTIC TANK (ST) ( LP ' DW STRUCTURESw -J ~ � } `� - (2) 6' DIA x 6' H16H LEACHING POOL (LP) 1 22'-5" x4 I • W W x ~ a Z a W. U w v> • I M LP I a U4 I STI W. " � v, 101 I XISTIN6 FENCE Q NEIN PROPOSED NEW U DECK STRGTU ADDITION I N N 6 I POSED NEW OUTDOOR BASEMENT ENTRY "BILGO I DOOR" j EXI5TING j 1 FZESIDENCE `Ew Yo,Qz 1 5 BEDROOMS 1 ����P C, SAMo�`� EXISTING UNDER6R4U WATER LINE FROM WELL TO EXIST PORCHY5Tf �� xt,y� 6) HOUSE v / DRIVEWAY I ciII35° Q F � EXIST WALKWAY EXISTING WELL PROJECT NO: 3 p o 1602 WO/F FELIX DEERKOSKI }4- DENNIS DEERKOSKI DRAWN BY: UT TOWN OF SOUTHOLD ABERSMITH B DEERKOSKI 1000-101.-I-2.6 M z1000-100:4-10 CHECKED BY: A6RIGULTURE vii Z RESIDENCE TS 1641 FT TO MIDDLE RD (CR 48) DATE: 7/22/16 S26'02'4099E 150.00' SCALE: 1" = 20' - 0vi SHEET TITLE: E: L i SAH ' s LANE: SITE PLAN SHEET NO: r V40 1 k RL A 11%am" SCALE: V = 20'-0" BIDDING & PERMITS WIND-BORNE DEBRIS PROTECTION FOR OPENINGS NOT 3 STRUCTURAL RSV I EW BY STEVE MARESGA PE FOR WALL OPENING PROTECT 1 ON OF 120 MPH 5-5EGOND WIND (SU5T5 155-0-7 WEST MONTAUK H I GHWA`I', HAMPTON BA--I'5, NY 11114& ( MAXIMUM MEAN ROOF HFIC HT: 559 SIMPSON LSTA - 20 6A&E PHONE 651 -725 1480 RIDGE STRAP - ALL ROOF RAFTERS - �I- 2 x 6 TIE ® EACH RAFTER USE/OCCUPANCY IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA. IESHIELD NDERLA) ENT 51N&LE FAMILY RESIDENTIAL ASSEMBLY RaDF516N IN ACCORDANCE WITH AMERI OAN 7N, N.T.S. FOREST PRODUCTS WOOD FRAME IN FOR PANEL SPANS: 0 < 4'0 WIDE SPA IN GO STRUGTION MANUAL FOR I + 2 FAMILY HOUSE 23/32" (3/4") APA 5PAN-RATED 48/24 SW=ATHING GRADE PLYWOOD I HEIGHT PRE50RIPTIVE METHOD uj ALTERNATE POSITION OF �-.Q (OVERLAP AROUND OPENINGS 4") I 1 ° I HURRICANE CLIP USE MAXIMUM I - 1 51MPWN H3 RO TD SNOW LOAD - 440 P5F. L.L. z ASSEMBLY: - ATTACH I NG STRUCTURAL PANEL: FASTEN TO BUILDING w/ O #10x3" (w/ WA5HER5) GALVINIZED OR STAINLESS STEEL I I LIVING AREAS - 40 PSF. L.L. WOOD SCREW a 16" O.G. SIMPSON H2 HURRICANE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: CLIP NAILED. FROM BEDROOMS - 30 P5F. L.L. RAFTER TO STUD. - WIND SPEED - 120 MPH #10 TEE NUTS ATTACHED TO BLDG. w/ #I0)cI-I/2 ( W/ WASHERS) I I TYPICAL ALL RAFTERS FIRE AREA MACHINE BOLT ® 12" O.G. °� I 5 - Sd NAILS EACH END X SEISMIC, DESIGN CATEGORY - B R51DNG .. I WEATHERING - SEVERE z Lu \ ; I ESN p oD OQ OFT OQ° PROVIDE 8d COMMON FROST LINE DEPTH - 36" O /� PLATE. NAILS a 4" O.G. AT V . \ I EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVY Lu TYPE OF CONSTRUCTION DECAY - SLIGHT P O CSHIELD UNDERLAYMENT REGU I RED - YES = I�' GONV�NTI ON�L L I CHT FRAME WOOD E � 0 ° CONSTRUCTION I"' II D ' V 1�--- I I LTIPLE SEGTI ON ASSEMBLY: 1 I I I 1/4" THICK BOLTS @ ZOO 08 II 11 GENERAL NOTES cn I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. 5EWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY z I I I ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE O Q I I I I I BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. I PLYWOOD SHEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. P TO OVER LAP BOX 14. TH15 STRUCTURE HAS BEEN DESIGNED IN BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY W I I I I I •SIMPSON MST27 MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. 1 I 1 1/2" WIDE - 20 6A&E 5. ALL LUMBER SHALL BE GRADE 5TAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL I 1 I I I METAL STRAP ®48" OC. GRANGES PRIOR TO AND DURING CONSTRUCTION. Q I I LARCH STRUCTURAL GRADE #2 OR BETTER. 1-' Ir- 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE O 1I I I DOUBLE TOP DESIGNED AND SPECIFIED BY OTHERS. SHUTTER ASSEMBLY , I I I I ' 2 x 6 616" O.G. PLATE STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL J N.T.S. 1 1 1 1 1 1 STUDS . PARTITIONS, EXCEPT AS NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A56 WITH ONE Lij (j I I 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE A5TM FOR PANEL SPANS:4' OR WIDER SPAN I I ' 11' Id- ' FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 5/4" DIAMETER. I I I 6. ALL DIMENSIONS AND GRADI; CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 VERIFIED(OVERLAP AROUND OPENINGS 4") 1 11 WRAP + NAIL STRAP D BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER 2x4 STRONG-BACKS a 24" OG I�-' I°J - AROUND SILL PLATE 4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. 1 I 1 AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A 501L 19, DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: I I 51IMP50N MST2'7 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. I). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WA5HER5) GALVINIZED OR I 1 1✓2" WIDE - 20 6A6E LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT METAL STRAP ®48" 00. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW ® 12" O.G. I°r' CONCRETE SLABS TO BE COMPACTED TO q5% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ N'iIL SHEATHING TO SILL PLATE '> 8d NAILS ® 4" O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. Ot� Z . o #10x3" (w/ WA5HER5) GALVANIZED OR STAINLESS STEEL ''s: �; �; WOOD SCREW 16" O.G. :: t M w ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR .' 'r'sr':;:. 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21• SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND Q • :.,:< �,. ,..,. 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY ti #10 TEE NUTS ATTACHED TO BLDG. W/ #10x1-I/2 ( W/ WA5HER5) :�_r:' ACO TREATED. SUPPORTED BY DOUBLE UPRIGHTS, q.0 FT AND OVER MACHINE BOLT ® 12" O.G. '' Y'� 'y%<< BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING GORE. J Q 0 M >. .:•: SEE FOUNDATION DWG. ;^;�ti.: '; N p "w::y.::ti. „ „ „ MINIMUM OF 2-2x8 OR AS 5HOWN ON DRAWING. 0>- FOR DES16N. 5/8 x 12 A.B. ®48 00. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO OW X ,•<..:r•..-t.; w/' FENDER WASHER. 8. PROVIDE FIRESTOPPING AT ALL LEVEL W J • z w LL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT WINDOWS GLAZED OPENING �..,,� PENETRATIONS 3: NOW REQUIRE5 THAT ALL SLEEPING ROOMS IN THE W .(jmw ui PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. q. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. W •a N O 1 IN ACCORDANCE WITH LARGE MISSILE TEST OF 3:4 ASTM E Igg6 AND OF ASTM 1886. AND DECKS ETC.. L) CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 23. THE NY5 CODES AL50 APPLY TO ACCESSORY Q F- . F- N LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. co 0cn PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD PANELS TO BE MANTAINED ON SITE FADER + SILL PLATE. SHALL COMPLY W/NYSBG CHAPTER #2304.x.6 FOR THE INSPECTION OR SUPERVISION OF THIS CONSTRUCTION PROJECT, FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING GORE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. O'F N W yo�'t G,SA/I4& COG NAILING SCHEDULE FRAMING NOTES ............................�............................. Y TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" PAPER ASSOCIATION BETTERS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. o SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL 51 ZE5 I NTERMED i ATE. 2. ALL SHEATHING TO BE APA RATED, EXP05URE 1, 5/8° PROJECT NO: �hj MIN. THIGKNE55 OR A5 NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1602 RAFTER/TOP PLATE 3-Sd (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. o (10 O CEILING J0I5T/TOP PLATE 5-8d (TOE NAILED) 3. ALL SUBFLOORI�NG TO BE APA RATED STURD-I-FLOOR, DRAWN BY: CEILING JOI5T/PARALLEL RAFTER 7-I6d (PAGE NAILED) EXPOSURE I, 5/4 MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT a CEILING JOIST LAPS OVER PARTITION 7-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 2-861 (ea. end I-I/4" strap) NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOGKING/RAFTER 2-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS 4. ALL HEADERS 6-O AND OVER SHALL BE SUPPORTED RIM BOARD/RAFTER CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: o �10 2_1661 (END NAILED) WITH DOUBLE UPRIGHTS, q'-O" AND OVER WITH TOP PLATE/TOP PLATE 2-166 (FACE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. 7/22/16 TOP PLATE AT INTERSECTIONS 4-Ibd (PAGED NAILED) MINIMUM OF 2-2X8 OR A5 5HOWN ON DRAWING. STUD/STUD 2-1661 (FACE NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA a h HEADER/HEADER Ibd (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PAG I F I G GPI SERIES WOOD-I-BEAMS AND LVL TOP or BOTTOM PLATE/5TUD 2-I6d (END NAILED) AND FLOOR BEAMS A5 PER N.Y.S. GODS OR A5 NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEFT TITLE: <. ?' 100( 04,45° @ 8-O O.G. MIN. PROVIDEz, SPACE FOR AIR BOTTOM PLATE/FLOOR JOIST 2-I6d (PAGE NAILED) CIRCULATION IN ROOFS. HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED O JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGING/JOIST 2-861 (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL, OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL h BLOCKING/JOIST 2-861 (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" 6 0< ROOFS 450 BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) 7. DOUBLE UP FRAMING UNDER ALL PO5T5 AND PARALLEL LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & 100< o <,30 O Io < o L45 LEDGER 5TRIP/BEAM 5-I6d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF PARTITIONS OR AS NOTED ON DRAWINGS. J015T ON LEDGER/BEAM 3-8d (TOE NAILED) COMPONENTS SHALL BE A5 PER MANUFACTURERS DETAILS AT HIGH PRESSURE ZONE - 6" OO.G. PROVIDECOMMON NAILS o.C. BAND JOIST/JOIST 3-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. . HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TVP. BAND JOIST/SILL or TOP PLATE 2-I6d (TOE NAILED) ��� WITH RATED GALVANIZED METAL CONNECTORS BY 14ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. IOo< o <,30 0 PLYWOOD ROOF DECKING Sd ®4 O.G. EDGES, @8 O.G. FIELD TECO" .OR APPROVED EQUAL. „ STRIP SHEATHING 861 (ONE/RAFTER) GALVANIZED MACHINE BOLTS g 12 O.G.. SHEET NO: PROVIDE 8d NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING Sd ®4" O.G. EDGES, @8"' O.G. FIELD q. NAILING 50HEDULE SHALL BE AS PER THE N.Y.S. PORTION5 OF PANELS IN HIGH PRE55URE ZONES. PLYWOOD 5UBFLOOR DECKING 8d @6" O.G. EDGES, @12" O.G. FIELD BUILDING GORE A5 A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL CASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE ALL EXTERIOR NAILS SHALL BE GALVANIZED. COMPONENT A CLADDINGGON5TRUED AS A CONTRACT BETWEEN BUILDER AND PRESSURE ZONES owNER. 20'-0" 20'-0" 8' V 11 -3" 4'-8" 7'-I" 28'-I" ,& A A 5 5 ------- ------- I 1 i --- -- ' NEW WALL FRAMED w/2x6®Ib", g/8" PLYWD. PROVIDE TREATS WOOD ' STAIRS TO GRAD' i ABOVE MASONRY FIREPLACE w/RAI5ED STONE SHEATHING, EXTERIOR FINISH TO MATCH. I --- --'i i HEARTH AND BEACHSTONE FACING INSIDE PROVIDE R-22 BATT INSULATION 4 Y2" 6" THK. POURED CON0. AND OUT. PROVIDE MAKE-UP AIR VENT, GYP. BD. FINISH w O i ' 1 i FOUNDATION WAL w/#5 REBAR DAMPER, ANM CONFIGURATION FOR f I i I ®24" O/G EACH Y, w/36" SPLICE EFFICIENT O ERATION ---i AND PER 5PECIFI ATIONS, I w/LIQUID APFLIE DAMPPROOFING z (2 II-7/8 LVL HDR. --------- i I I - 1- --------------------- 1W3 56* 1W3 56* O Ir------------ ------ - ----- ----- ---- ------� r--------- I \// \ i j � % \ / j,/ / �/ �� I' — EXISTIN — — AIN TO PREVENT UNDERMINING OF °N _� \` 1 \ I -�- - -� - - - -- - - - ------- -- -- ---- ---- ---- -' ------------------- I EXISTING FOUNDATION WALL, I / � 1- / /\ u \ / \ �� REMOVE PORTION EXISTING ROOF EXISTING ROOF ' ----------------------- I i 11 i i PROVIDE NEW 8" THK. REINF. T- / ` / ! \ </\/ EXISTING ROOF TO REMAIN TO REMAIN —� – – ♦n I DUTCH WALL ON 16 x8 FOOTING / I / 4- \ x / / i BEAR NEW ROOF ON 2x10tu PLATE OVER EXISTING ROOF r '---- x \/ \i \ /" 1 J .Z K I T HEN I 1 Vi L) �\ 1\-x �/ I p I /X / I � I ' x4 5T . COL. N \ I I- I Y EXISTING \� ; x to r''� I I CRAWL SFAC.E - y o �z• //\ \ i /I / \ ' �' (3)II-7/8" LVL, U5H FRAMED I I O \ / \ / \ / �"` `� M ;\ 2 I I GE ' 1 N I INC EXISTING FRAMING ABOVE IF 7 Lu I ERAMI�.TILE . / I �: ;. , I , 08 PROVIIJE ASH,DUMP 4 I i TO REMAIN / / // OM �' -- MAKE-WP AIR to I V) A05.11 ., .., , , ,,� , y O 0 ; I Y ' I FIREPLACE A OVE I 2�x .;,:: `s �: >. % \ = / IX \/ I \ \% / I L�✓ - O !`'r:,i.,: �--- PROVIDE DIEnFENING L------------ :X1r.: /��, \ \ --------- r------------------------- O OZ z ' I FOR RAISED I-EARTH ----------- ti L------------------------- i`' I r------- ---J / / 1 - 4'-O" -- \ ,� / /` REMOVEXEXISTING00, "WAL ' i I ><: ----------- / BASEMENT STAIRS I- 1 I I \, O / I J I TG •;. PORTION�ROOI✓. SHORI=-: I I FLR. THIS I ' J NEW BULL ;D `/ �� ,/ AS REQUIRED I A ------, I � / i i i //�J , III BASE ENT I REMOVE EXISTING -N 3 "�_ `� \\� ��! REA III I ENTRY FRONT FORCM ' Q `�� I h----------- F 1 1------------a I I •"` i\ ' ` }' f 1 .f" Imo_ I - I I BASEMENT STAIR 4 dJ �" \ % \® �/ \ r / f" / I I I `-' h ,. i O x4 POST - - - - - - -I ----------- > -- - -- - - - -- i ! J 4 THK. CONCRETE SLAB O �.� - PORTION OF FULL HEIGHT = - - -- ---`----`�---�j` 'r = r I I Q I w/bxb, ,(o W.W.M REINF. 'fi I �`'4----------- ` FOUNDATION WALL r---, r---, r I I I I 1 I ' \ GL. It zI L--------------- - ------------- ----------------}------------------------ ------ :. --r-------- I1 , I \ /x / ���� Y _ r L-------- -� - ---------- \ WO D ' --�- --------- 1 2.- _.,. :�� �Y,�: � � - R-__;,:�.�_-� ------- -- - - --y. � \ 3)a V2" !- HEADER <>'.4. ,. it_ i i W {;, -_ ------- L ______________ ^�_— _____ -------------- ________ _ Il _-_------ II^ r -----___-_� r 7 I ¢ nu �L�J I I _ry 1 ' � I .'�. I I I I I - Cr� 80s4 O I --------�-1 r 1 Q I , �----------I I I I , Q I oD GL. GL.. cv N , X , I I;---------� I .. � I I 1 , (3 2x8 t`1 �r i i----------+ i i i w (Q 1 ---------A ILu p NEW ' tLLOW PINE STAIR Y4/2X4 � � 4REMOVE PORTION 16" DIAMETERS NOTUBE i- ------------------- ------------------- -i = 4 i I Q HANI7AILS, BOTH SIDES I I TO 36 BELOW RADE Lu I --------- I EXISTING FLOOR FOR NEW ' '- ------------------- ------------------- I i I I i i STAIR AND WALLS ' PROVIDE bxb . WD. POSTS FOR SU ORT OF x i `' I x i i I KID 5 ` E:KISTING nl ,cv101 -711 '� Of=EIGE STAIRS TO GRAVE m i 'm i i � - 4'—IV:2° �'-�2" 5'-�2" 3'-x'2° BA5EMENT BEDROOM I I 1 0" i i I ' ' . -'- ---- APPROXIMATE LOCATION ', I I I LJ EXIS II -------iCD I 4" D1,4METER STL. i i i I I I r------------------� Q• o >' COL. ON 24"x24"xl2" 2 41-011 �� ...1 g• o Y {> GONG. FOOTINGLJ HALL i i r� i i '' ------------------------------J L---------J L_ II 2< 11 F ----------------------------� r -----_________� rl II ;i: II = I I � z I I I I -a z LL ii ?Ii d II 11 „ GL. � W• � � � o EXISTING HOUSE SEWER " I I Q I i i i i i PROVIDE (2)2x10 MINIMUM ii W 2 W. a N i OUTFALL TO REMAIN N" Q_I i i i i i i HEADER ii D I. toM i Ii ii I r--------, r----------- ii W i i i L-, r� i ti BATH N to I I I I BATH II zII � II I I tnI I V I I ri "'' I I II I I x l l I ' I L-------------- 11 , I , TIE", VL' Y a_ --------------- r------ ----- - r I I I ,c ----_-,S -- L------- J Ll I IV I F O� GL. Go I ----------------J ---1 r- C� , X Pte. � I -----------------------' - O�� W J WELL TANK IL----------'I 'Ir r EXISTING J I I BASEMENT M�45TER EXISTING FRAMING ABOVE BEDROOM PROJECT NO: 1602 EXISTING MECHANICAL I I TO REMAIN �� KIDS DRAWN BY: EQUIP. TO REMAIN I BEDROOM T$ II CHECKED BY: II II HW DILE d i HVA MAIN ELECTRIC PANEL ii DATE: I I 7/22/16 SCALE: ;may vv ii 1/4 0 SHEET TITLE: FIRST FLOOR PLAN orm%ASEr1%11ffliqE1w1mmT PLANNE 1/4" = 1' -0" SCALE: 1/4" V -0" SHEET NO: NEW MA50NRY CHIMNEY WBEACHSTONE FACING 4 2" THK. BLUESTONE TABLE ASPHALT ROOF SHINGLES ON 50# BLDG. PAPER ON 5/4" THK. PLYIND. �j ----------------------------------------------------------- —————— —————————— —------ -——————————————- ------ ui F_ z 0 EXISTING FINISHES TO REMAIN ❑ TW3056* TW3056 ME, 01 FEI z I I 1 1 --------- O �'J M FL------- – --- -----------7------- ----------------Lj___ ------- I __ L---------- ----- -- – – ----------- -------- --------------- - S------ k LLE :1 IL------ --------------- ----- ----- ------------------------------------------ F I RST FLOOR C) 4------ ----- -------------- ---------------------------------- 14 -7— c) 5.- PROVIDE I" THK. CONC. D ----- ---- --------------fl-------#i-------------J-L-------------- STUCCO ON FOUNDATION It----- ---rr-------------i-r---- --rl----------- -------- 1v %jmTH ELEVATION1 II 11 I II II NEW !FOUNDATION BEYOND TO GRADE L) HSCALE: 1/4" V -0" 06 i i 14 L INSULATED METAL FLUE TO WOOD STOVE BELOW. INSTALL PER -------LL-------------J_L-----------L--------J-L- -------- ---1-I---IN------- MANUFACTURER 4 CODE -------------- --------LT--------------LT__L1 II r------------- ------ - - ------- --- ----S,------ L'------------ ---------- ............. I _j PROVIDE REQUIRED STEP, THRU, vi -1 COUNTERFLASHINS AT CHIMNEY 3: ---------- L----- ------J_L-------------------J_L--------------j ------- 7_4 01111momp"" ----------- 4x(o ORNA!��tjj&,hOOV BEAM 7 ---- ------ -Pool- z 5X4 ORNAMENTAL Lu BEAMS LLJ in ----------- L--------- ---------_11 ------ - --- ---ht------ - ---------- ------- ---- i Z" II II II EXISTING FIN15HrzS To REMAIN 71F. FWG 20�0-4 -- -------LV---------------j_L-------------------j_L--------------Lj--- ----- ------------------------------- --------- ---- ------ Tom 06 Z. cl) 4m �JJ ---------- in TO EXISTING-__ HALL Lu _j• CIRCUIT ------LN --------------11---- ----- ------- -------------- ---- ------- uj z H z – –I– – --rr------------- -- ------ --------- r--------------rn---. s------ X . IPE DECKING ON TREATED V400D :3 Lu. U 0� Ix cl) STRUCTURE vdPVC, RISERS, STRIN(SER ,4 N m COVERS AND DE PANELS C-4 r Lu An O% OmumTH ELEVAT1001k m SCALE: 1/411 = 1' -011 I 1 0) cl)- I -------------- ------ ------------- -------------- §-------- I I NEW FOUNDATION BEYOND I ----------------- ----------------------------------R------ I I I I 1Q1(fHF_N I I ------------------------------------ ENTR*( --------------- ------------------j 41-011 INSULATED METAL FLUE TO V400D STOVE BELOW. INSTALL PER OF 1AE ' }-Oi, 1 MANUFACTURER 4 CODNEWNEMASONRY CHIMNEY Y4/BEArH STONE 0 PAGING 4 2" THK. BLUESTONE TABLE0 p lo RE-ROOF PORTIONS FX15TIN& ROOF wl AS REGUlf;T=D B'T' NEVi ADDITION PROJECT NO: E L E (0wo" T R I C L A Y 0 U T ur"' L Am' N. EXISTING ROOF TO REMAIN 1602 --------------- -- -- - --------------- ---1/4" V -011 DRAWN BY: PVC FASCIA SOFFIT IN PVC, TO MATCH DIMENOIONS OF EXISTING TS CHECKED BY:1 ELECTRICAL LEGEND DUPLEX RECEPTACLE OUTLET SURFACE MOUNTED SPOT LIGHTPROVIDE NEW ALUMINUM GUTTER TO MATCH EXISTING AT NEW EAVES l .� �❑ �. DATE: 7/22/16 :2:2o\/ RECEPTACLE OUTLET SWITCH auADRAPLEx RECEPTACLE OUTLET DOOR SWITCH _ILIL SCALE: TW3056* TW3056* HALF HOT RECEPTACLE OUTLET 5NIT#-',H DIMMER NEW WOOD SHINGLE SIDING TO MATCH 1/4" 1' - 01111 NATER I-ROOF RECEPTACLE- OUTLET MPH TELEPHONE EXISTING ON 50# BLDG. PAPER ON r/,D" SHEET TITLE: Q@^ &ROUND FAULT INTERPupToR. OUTLET TELEVISION THK. PLYWOOD SHEATHING HIGH HAT Fix-rupz 5/V1 SMOKE DETECTOREXISTING FINISHES TO REMAIN kv HIGH HAT FIXTURE LOW VOLTAGE CARBON MONOXIDE DETECTOR DIRECTIONAL, HIGH HAT X SURFACE MOUNTED CEILINCE, FAN ------------- - -------------- ------------------------------------------------------------------ ELEVATIONS + SURFACE MOUNTED CEILING FIXTURE - 6> SURFACE mouNTED LOW VOLTAGE SPOT UNDER CABINET STRIP HALOGEN FIXTURE ===T SURFACE MOUNTED LIGHTING TRACK SURFACE MOUNTED HALL FIXTURE "A FSP-1 AUDIO SPEAKER EXTERIOR WALL MOUNTED FLOOD L16HT II EXHAUST FAN ELEVAT100L SHEET NO: SCALE: 1/4" V -0" NEW FOUNDATION BEYOND FL---------------------------------------- L----------------------------------------J W ,y r Fm Z A ASPHALT ROOF SHINGLES TO MATCH EX I STING ON 30# BLDG. PAPER ON 3/4" PLYWD. DECKING k '- PROVIDE CONTINUOUS RIDGE VENT ON 2xIO ROOF RAFTERS )1 2x10 I6" COLLAR TIES, ANCHORED SECURELY BEAR RIDGE BEAM ON STL. ANGLE zSET INTO MASONRY. PROVIDE D TO RAFTERS. _ ( MINIMUM 8" MA50NRY SEPARATION O (' FROM FLUE s _ _ R-30 BATT INSULATION. PROVIDE Y2" GYP. c V BD. FINISH ORNAMENTAL BEAMS c 08 - � V r X l /y Y y' Y y, V� V11, I k _ Z 1x6 PVC, FASCIA TO MATCH EXISTING - - - w/ALUMINI UM GUTTER RN M NTA /tt-AM5- -r - a T�1a4 DO i ,RES -1 LEC'i�RI L , ' eo6 ' Pl\Ai �`, „j _ a VINYL SOFFIT w/GONTI NUOUS VENTING I2 ASO 41 RE -L-AC =�• ,ALL 7 10 -- /�EA� 'H5`�6NE ,,FSG N6,�StON SHINGLE SIDING TO MATCH EXISTING ON 30# z � J —ILIHE RUTH DONE ,4NTLE - - 5 W � � _ _ BLDG. PAPER ON /8 PLYWD. SHEATHING ON �� �J 2x6®I6 STUDS w/R-22 BATT INSULATION AND � Y2 GYP. BD. FINISH 5L I D I NG POORw/PVC GAS I NG J�'` VQ - - CERAMIC TILE FINISH, LEVEL vi/EXISTING WOOD FLOORS, ON 2" THK. GONG. SLAB w/RAD I ANT HEATING ON 3/4" PLYWD. - = SUBFLR. ON 2x 10®16" FLOOR JOI STS - vi/R-50 BATT INSULATION / / l,py. x4 IPE DECKING ON 2x8 TREATED WOOD 08 z• FRAMING. PROVIDE JOIST HANGER OR \ _ \ _ = DOUBLE 2x6 PLATE TO N a• o LEDGER AT WALL, w/FLASHING - : = ACCOMMODATE GONG. SLAB _ Yn a 0 - UJ co IT t- - e ii .!•:. .hy• •.;:••.w• •+•v.L•• 'v',. '.r•:.r': ,+: - ( \ - TOP EXISTING FINISH FLOOR = -a z LL X\ x f \ \ �\ K\/ r BILCO BASEMENT DOOR. w, a N UJ 0 0 C9 BUILT-UP GIRDER PER PLAN k �k > k ,; : � x 'X k x �k k k` a- x \ �, VERIFY SIZE AND D to TR. WD. 51 LL w/TERMITE SHIELD :.._;: ; ATTACHMENT DETAILS a ~• " PVC RISERS 4 TRIM N N. (2)#5 CONTI N. REBAR, TO OF WALL FLUSH FRAMED GIRDER w/GALV. 3( 'JOIST NGERS x 12" ANCHOR BOLTS 32" OG w/5x5x�6 6x6 TREATED WOOD POST TO 36" METAL WASHER, 12" FRO EACH CORNER BELOW (5 RADE FOR SUPPORT OF / \ \ \ \ \ \ ,,.�'•� :;.;�:•;: \ \ \ \ STEPS TO GRADE \ 8 THK. POURED GONG. FOUNDATION WALL \ \\7A \�\�\/\:' ``•t w/#5 REBAR @24" O/C EAoH WAY, W56' SPLICE AND PER SPEC I F I ATI ONS, w/LIQUID ~'. oe hE V" yoR APPLIED DAMPPROOF I NG 5 A S M I `�T u '� -- �PROV I DE TREATED WOOD P� G• ti�� \ F �� _ „�;::'• `•:"• STAIRS TO BASEMENT � o t���, 16 5ONOTUBE w/CA5T IN-PLACE \ \ \ \ ;•.:: _ \w/HANDRAIL ONE SIDE :. .: 4 ANCHOR BOLT DECK FOUNDATION ;.��L 4 THK. GONG. SLAB REINF. w/6x6, \/ / /� � °}' WWM. PROVIDE CONTROLJO I NTS � �. ' \�11 cis 1602 y: Y• J .:. ':., :'t .•: ..; '::: .t .�:; .•;.. .r;:;' -' TCS / / / / / / / / / / / / / / HECKED BY: /,\//\ \ \ ,\//,\//\/ / / / / / � /\ / \/ \/\ 7122/16 8 x I6 POURED GONG. FOOTING SET ON / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ UND 15TURBED 501L w/(2) 5 GONTI NUOU5 REBAR \ / � X//\/\/ \ \ \ \ \ \ \ \\�\\�\ -'HEET TITLE: BLDG. "b”' U I L mu"k I No Go^ E (C' T SECTION SCALE: 1/2" = V -0"