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HomeMy WebLinkAbout42778-Z s� �p coGy µ Town of Southold 9/24/2019 P.O.Box 1179 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40721 Date: 9/24/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 6300 Wickham Ave, Mattituck SCTM#: 473889 Sec/Block/Lot: 107.40-9.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/24/2018 pursuant to which Building Permit No. 42778 dated 6/12/2018 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: ADDITIONS AND ALTERATIONS INCLUDING COVERED PORCHES TO AN EXISTING ONE FAMILY DWELLING,AS APPLIED FOR The certificate is issued to Vinbar Realty Corp G of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42778 08-04-2019 PLUMBERS CERTIFICATION DATED 08-23-2019 land Burner *-vice Auto ' e Signature Mote TOWN OF SOUTHOLD Sao BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy. • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42778 Date: 6/12/2018 Permission is hereby granted to: Vinbar Realty Corp 450 Snug Harbor Rd Greenport, NY 11944 Y, To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 6300 Wickham Ave, Mattituck SCTM #473889 Sec/Block/Lot# 107.-10-9.1 Pursuant to application dated 5/24/2018 and approved by the Building Inspector. To expire on 12/12/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,100.40 CO -ADDITION TO DWELLING $50.00 Total: $1,150.40 Buil i nspector 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00, Additions to accessory building$25.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. May 23rd 2018 New Construction: Old or Pre-existing Building: V (check one) Location of Property: 2230 Mill Lane Mattituck House No. Street Hamlet Owner or Owners of Property: Vincent Clapps Suffolk County Tax Map No 1000, Section 107 Block 10 Lot 9 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 60 Applicant Signature OF SO(/ry®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Vinbar Realty Corp Address: 6300 Wickham Ave city:Mattituck st: NY zip: 11952 Budding Permit# 4277$ Section: 107 Block. 10 Lot 9.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric Inc License No: 1005-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 52 Ceiling Fixtures 28 HID Fixtures Service 3 ph Hot Water GFCI Recpt 13 Wall Fixtures 5 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt 2 Recessed Fixtures 47 CO Detectors Sub Panel 60A A/C Blower 2 Range Recpt 40A Fluorescent Fixture 3 Pumps 3 Transformer Appliances Dryer Recpt G8S Emergency Fixtures Time Clocks Disconnect 2 Switches 52 Twist Lock Exit Fixtures Combo SD/CO 3 Other Equipment Fridge, Micro, Hood, Dual Fuel Oven, Gas Dryer/Washer, DW, Bath Exhaust Fan-3 Notes. Inspector Signature: Date: August 4, 2019 S Devhn-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road 1 ' Fax(631)765-9502 P.O.Box 1179 RISS Southold,NY 11971-0959 y BUELDING DEPARTMENT TOWN OF SOUTHOLD A U 3 2 2019 CERTIFICATION Date: 2 3-- Building Permit No.,— Owner: C''J OLIS (Please print) Plumber: 6� 316es(Please print) print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. umbers Signature) Sworn to before me this f CAMILLE NOBLE day of 20 NOTARY PUBLIC,STATE OF NEW YORK No. 01 N06122973 Qualified in Suffolk County Commission Expires Feb,2B,28 Notary Public, Count-ysl. 0 I IL �� a0F 50UT # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION --— [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL'(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ; - r DATE !S INSPECTOR SOUIh°� # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R MARKS: Alm DATE 0 INSPECTOR �o�aOF SOUP, # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,N�'' 765-1802 INSPECTION [FOUNDATION 1ST [ ] ROUGH PLSG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: oA® og. ve 0-00, f , DATE INSPECTOR O��Of 50Ulyo # # TOWN OF SOUTHOLD. BUILDING DEPT. `IOU 765-1802 INSPECTION '- `[ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 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 O INSPECTOR OF SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. coutm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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 INSPECTORS, SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. u765-1502 INSPECTION, [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [XAREISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ICAL (FINAL) CODE VIOLATION [ NG REMARKS: k og-/ Vke�,VIVA yi kiAnc-ZA () w /((Qtti IQr �N wo, J - r VVIP, - Cisvr/� DATE INSPECTOR OP SOUly�lo - °� # TOWN OF SOUTHOLD BUILDING DEPT. `y'OUR", 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ,ROUGH PL13G. [ ] FOUNDATION 2ND [ ] J4SULATION [ ] FRAMING /STRAPPING ' [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: f)6 D6�0_,; ovi 2A rw .Am - ' 2/ 1/401 J-4;A' fet UMVS COUA4:5 4nd << A441 Colo&- v wl� m 14 i2loA �. DATE ANSPECTOR SOF so hod o� * # TOWN OF SOUTHOLD BUILDING DEPT. courm, - 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL 4-' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Cc 0 40Awl�cv DATE INSPECTOR 14 UF SOUIyOIo �Z-7 78 # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) [ ] CODE VIOLATION [( ] CAULKING REMARKS: .lwA-c--- l& MZ4TZa& DATE 11 INSPECTOR Flanders Burner Service, Inc. 301 Brookhaven Ave 3 Flanders, NY 11901 631369-3634 Certification Date: Building Permit No : AUG 3 2 2019 Owner: `V e Plumber I Certify that all plumbing in the above Residence has been tested and free from all leaks (Plum rs Signature) t �t CAMILLE NOBLE Z� Sworn Before me this Ctl NOTARY PUBLIC,STATE OF NEW YORK No. 01N06122973 Qualified in Suffolk County day Of 20 Commission Expires Feb 28,20 /� ins, Notary Public, County,-�✓f LIQ Flanders Burner Service, Inc. 301 Brookhaven Ave Flanders, NY 11901 ; (631) 369-3634 flabu2@gmail.com AUG 3 2 2019 ✓1 Sq]]N To Whom It May Concern On this Date, we installed and tested the Gas line to 30 psi X 2 hours with no change of pressure. Address: V c vv, ( ( ( S 0 'A�Gts got 011 ( Lr\j A44-4'i L)e-lc N l IES ;Li Any Questions please feel free to call me at 631-831-0908 Thank You President Alfre pe ✓ l i .111 k MW s _, �Ir ---------------------- 'FOUNDATION (2ND) OWv A.71ATm, woe i ROUGH FRAMING& PLUMBING 14 INSULATION PER N.Y-. STATE ENERGY CODE IMAIII r � L...=. ..ilai _moi i A, Aloft 11 • , WHEARAW A!_: c •lam, !�, : .:.' � a<� r Wi�ll: Mr,r-1/2,I V�T.Ap fib _ Lf : � LIM& VRA, AWJ r• TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWNIIA�L Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E C Trustees C.O.Application Flood Permit Examined 20A Single& Separate Storm-Water Assessment Form Contact: Approved 201 Mail to: Robert Wilson Disapproved a/c L PO Box 49 Southold NY 11971 Phone. (631)504-8842 Expiration ,20 nspector D -'' � ICATION FOR BUILDING PERMIT MAY 2 4 201 Date May 23rd 720 18 INSTRUCTIONS a. This apWatidON ,�.� Mpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, ac'1��� ale. 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. (Si ature pplicant or name,if a corporation) PO Box 49 Southold NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Agent Name of owner of premises Vincent Clapps (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposedworkwill Ibe done: 2-2W (4 -Jb'0 Mei a 1 C,[L I,�1� � Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 107 Block 10 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family residential Remove Plaster and all interior was on 1st and 2nd floors&add new insulation and gypsum board Replace all existing single pane windows as per plans Construct one story and two story 1ritions on east side of house and add new entry addition on North Remove 110 sq ft of extsfng 1st story on east Repair ad b. Intended use and occupancy replace existing porch framing and su4 ce on 475 sq ft covered porch Roofs to remain Interior renovatrons Include relocating 1st floor powder room,new kitchen new stair case to 2nd Poor and addin new bathroom Cat 2nd Floor.Install new aas-fired heating system.New Electric vnnng and fixtures including smoke det.to meet current code Add new covered porch @ southeast 3. Nature of work(check which applicable): New Building Addition Alteration Repair y/ Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 36'4" Rear 9'-1" Depth 61'-3" Height 27'-3-1/2" Number of Stories 2 Dimensions of same structure with alterations or additions: Front 38'-1" Rear 31'-5" Depth 57'-7-112" Height 27'-3-1/2" Number of Stories 2 8. Dimensions of entire new construction: Front 38'-1" Rear 31'-5" Depth 57-7-1/2" Height 27-3-1/2" Number of Stories 2 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated AC 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO V 2230 Mill Lane 14. Names of Owner of premises Vincent clapps Address Mattituck NY Phone No. (631)504-8842 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NOV * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Robert Wilson being duly sworn, deposes Caned yS tb%LWs&e is the applicant (Name of individual signing contract)above named, Notary Public,State of NOW York No.01 BU6185050 (S)He is the Agent Qualified in Suffolk County (Contractor,Agent, Corporate Officer, etc.) ommisston Lxpires " rl�� „ 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 to before me this a day of M ow. 20/ P—N S �45 � Notary Public Signa of Applicant Scott A. Russell ®§u � ST01KI��1 WA\T]E K SUPERVISOR MA INN AG1EM I E N I F SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold d � CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TMS PROJFC ' INVOILVF, ANY OF Tll-f]E FOLLOWING: Yes No (CHECK ALL THAT APPM ❑� A. Clearing, grubbing, grAding or stripping of land which affects more than 5,000 square feet of ground surface. ®❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑❑ 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, 4 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. (Property Owner,Design Professional.Agent.Contractor,Other) S.C.T.M. 1000 Date District NAME. RobertWilson 107 10 9 5/23/18 Section Block Lot Z504-8842 *�*FOR BUILDING DEPARTMENT USE ONLYontact Informatwa n �p (Td,ph—v—b�) Reviewed By: — — — — — — — — — — — — — — — — ( C - - - - _ _ _ _Date Property Address/ Location of Construction Work: _ — — — _ — _ Approved for processing Building Permit. 2230 MIII Lane Stormwater Management Control Plan Not Required, Mattituck NY Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 i S�FF�K� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 = • Southold, New York 11971-0959 p� Telephone (631) 765-1802 - FAX (631) 765-9502 Ol roger.rich ert(cb-town.southo Id.ny.us APPLICATION FOR ELECTRICAL INSPECTION EQUESTED BY: Date: - ompany Name: ^f9 r!6c) aL l E AFC:_I ltl✓ ame: ZS rL/C_C—__ 'sense No.: /c��S l�h email: ,�� C�S�r CJ A A�1�C_csr►'L ddress: (pier.v\ �• SGL=—i-lc31d 117 hone-No.: 6::),3( 7G 7 OB SITE INFORMATION: (All Information Required) game: A.A f, Kt*ql/i co r ddress: olc2 go MdUg, du IJ :rocs Street: ,hone No.: :I€tg.Permit#: '4a?l`Z A email: ax Map District: 1000 Section: 101 Block: to Lot: �� 1 ;R1EF DESCRIPTION OF WORK(Please Print Clearly Z,_ wIR_c t•1Dy%jE - GoNV-er-T PCU CC e-P, SeR-VIGC.. i Vv-'c1ER roy Of-e cl —r6 r" 0 'Ircle All That Apply: job ready for inspection?: YES NO Rough In Final lo you need a Temp Certificate?: YES / NO Issued On 'emp Information- (All information required) �oo -ervice Size©O 1 Ph 3 Ph Size- 01 ®' A #Meters Old Meter# few Service- Fire Reconnect- Flood Reconnect-Service Reconnecte - Underground Overhead Underground Laterals 1 2 H Frame Pole Work done on Service? C YJ N kdditional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs �, ,F-01 K Town Nall Annexes elf sS Telephone(631-7802 54375 Main Road 1 � .-�= 4 Fax(631)734-9502 P- O. Box 1179 - cs� Z= #; Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER COKSTRUCTION �~ Date: May,23rd 2018 ? Owner:, Vincent Clapps' Location of Property., _ 2230 Mill Lane Mattituck NY . Please take notice that the (check applicable line)' - New residential structure, Addition to existing residential s(ruc�ure :7 Rehabilitation to ane)istingesidential structure ; to be constructed.-or perforrned at the s.qbjpct property rei'i wee above Wil rttilize (check applicable line): y Truss type construction (TT) Pre-engineered wood construction{Pl(U) Timber construction (TC). in the followEng iocation(s)(check applicable line): Floor framing, Induftg girders and beams (F) - Roof framing (R) Floor and roof framing (FR) - t Signature: Name.(person subrriitting this form): ' RobertWlson o Capacity(check applicable line): Owner Owner representative T. T'russResReQl5.d0cx Effective 1hp-015 4 7 C"L�Y��° _ �`,.=�c'.��-�"-sr:�,��=�;�' ��u��r�� �-•— �rr� �.:' �:��s acc�z�'IL�:"`-c��£�:��"",•�`«.`�•,�.;;. - 6" DIAMETER ZEFL.ECTIVE REO -----ROMAN ALPHANUMERIC . .,'PXafi i Ofq' _ ` '" 'flES�csf+l;�C7I'ORI-OF'CflfitS3RI3Ci IE�td (PM5) #187 r"'�� TYPE BASED ON SECTION 602 OF THE BUILDING CODEDF NEW YORKSTATE 2" MIN. REFLECTIVE WRITE . , 112" 15TRGfKt CONitaCIRrmy-s'rHAT ARW OF TRUSS CQHSTRU4�TIOii "F" FLOOR FRAMING;IN,CGUDING ' • - GIRD R;� Afl lBBEl1fllS ''R— ROOF PRAMING ' "FR" FLOOR AND RODF' AMIRiS' •' OCIPLL AD 140rTOSME 'APONSIGN JATEPW2005 NEW YORK STATE DEPAT 'ENT` �OF ST'AT� [ DIVIS[O,N OF CODE ENFORCEMENT AND ADMINISTRATION' d REScheck Software Version 4.6.4 Compliance Certificate Project Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: ' New Construction Conditioned Floor Area: 0 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: v a ,'rt• `il.d""k•��`>°' i�i:yy;,^, ��;:,�,.�t ,:,E:s''. °';'s;n. ,,.�,;';h+; ��'.�»® ��.a;' ^,'w.,..1. ",. •vr.;ta ^>.�i;4,k:'•�,'r=,0 0 e ..Q D Cy •?'�"°'`ry;+�S,i,i '�'r. `sy.'�lf,"�w:'ti�a��.':ii<� M:vSfi R, .YaniF'. ,or�+k•[Z:�1', _ 1",a a S,C �i'` .;:Vit. "�..'.'t,. ..(" 'Y•`-':r�, and.e�.•iF;';U,_,� Compliance: 4.9%Better Than Code Maximum UA- 346 Your UA: 329 Maximum SHGC: 0.40 Your SHGC: 0.29 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 Assembly or pCo;"t' Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 893 21.0 0.5 0.045 40 Wall 1: Wood Frame, 16"o.c. 1,351 19.0 0.5 0.058 62 Window 15:Wood Frame:Double Pane with LOW-E 15 0.300 5 SHGC: 0.30 Window 15 copy 1:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 15 copy 2:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 15 copy 3:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 15 copy 4:Wood Frame.Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 15 copy 5: Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 15 copy 6:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 1 Window 15 copy 7:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 15 copy 8:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 15 copy 9:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 15 copy 10:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 15 copy 11:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Project Title: Report date: 06/07/18 Data filename: C:\Users\QDust\Documents\TothPequash\ClappsResChk°rck Pagel of 2 Gross Area. Cavity Cont Assembly or '* U-Factor UA Perimeter Window 15 copy 12:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 15 copy 13:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 29:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.30 Window 29 copy 1:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.30 Door 1: Solid 20 0.160 3 Door 1 copy 1: Solid 20 0.160 3 Door 1 copy 2: Solid 20 0.160 3 Wall 2:'Wood Frame, 16" o.c. 893 19.0 0.5 0.058 42 Window 1:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.30 Window 1 copy 1:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.30 Window 1 copy 2:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.30 Window 1 copy 3:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.30 Window 1 copy 4:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.30 Window 1 copy 5:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.30 Window 1 copy 6:Wood Frame:Double Pane with Low-E 13 0.300 .4 SHGC: 0,30 Window 1 copy 7:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.30 Window 9:Wood Frame:Double Pane with Low-E 13 0.310 4 SHGC: 0.25 Window 9 copy 1:Wood Frame:Double Pane with Low-E 13 0.310 4 SHGC: 0.25 Window 9 copy 2:Wood Frame:Double Pane with Low-E 13 0.310 4 SHGC: 0.25 Window 9 copy 3:Wood Frame:Double Pane with Low-E 13 0.310 4 SHGC: 0.25 Window 13:Wood Frame:Double Pane with Low-E 6 0.290 2 SHGC: 0.31 Window 13 copy 1:Wood Frame:Double Pane with Low-E 6 0.290 2 SHGC: 0.31 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,151 21.0 1.0 0.042 48 Compliance Statement: The proposed building design ibed here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The ropo building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandato equire nts listed in the REScheck Inspection Checklist. 1 Name-Title DEF y° Signature Dath UJ w F 7 �. ROF�SS10 Project Title: Report date: 06/07/18 Data filename: C:\Users\QDust\Documents\TothPequash\ClappsResChk.rck Page 2 of 2 SURVEY OF PROPERTY SITUATE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 107- 10-09 SCALE 1 "= 100, OCTOBER 28, 2017 TOTAL LOT AREA = 1 ,204,247 sq. ft. 27.646 ac. CER TIFIED TO: TOWN OF SOUTHOLD STEWART TITLE INSURANCE COMPANY MILL LANE ONE, LLC VINBAR REALTY CORPORATION ABSTRACTS, INCORPORATED (0- - O 00N c�rL v' 170 v.0 ti I(�.� , �aoe, �66\\A off\\ �G�'�„c.o� �f4'�o•� 1b I <�•' ��• �� J.�off, 1�'1. a$6 to\\ s .2, � Cp �O• e °y �� \ 'u' oG 1� SV�� \\ V 370 IVO '.(1 •���,55: i O�co'V 7TH\ , ' p�Y RESERVE AREA `\ e 130,680 sq. ft. \\ 3.000 ac. + cF % �O 370 e 10;pFOc \ 0,-11 V .i \ .s O.. d ul o �y�o -o •�. �o \ 'Q, O �``\ 001J DEVELOPMENT RIGHTS EASEMENT AREA 1,073,567 sq. ft. 24.646 ac. J,0 s 1 \ }j•� J \ \ QP \ \ \ G O� ``•\ Gov � f \ ` A C \ yiy \, G •C O zl� 000\` .off �p�?• ,( ,rr I �` 00 r yo,� J Vk�O Fa'°�• OO � �� G• Gp� /_O• O� V 1� �O v° PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FORE SUCH USASS1AE Vt-ZHEsNEW YORK STATE LAND TITL -� 4, —`� 36• y N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION TI ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 I . - 11 � I . I � I . . . lm�w- � . q)_--��p I . I . 1 I . . . . � '' . . � 11-01, I EXIST. 33x63 . . . U ... . . _ ADDITION / ti REPL. W/ WDH 2852 \ / \ �/ _: \\ kmoid (e;Wl - - 0\ . 54.. 52.. -104„ +6���� 9�AF+\ ... .................._... . F0 _ � _ _ _., \\ . I /' LINE OF NEW PORCH ROOF -__ ______v _ _ /�+5�1 +E \ __ LINE OF EXIST. 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STRUCTURAL---------_-,_-_-------------„--„--„-„--_--,--. /: I ji I ! _11.11___..._..*"....__..__. _.__._-._._____--1111___..--,-,__-____-_____--- _-.----_________. _,___-____.._.___,,_-11.11_ o _11_1_,.___-__,- ,_.__,--_____.__ --_.____.__-_..._._ _-_._______.,__--_-____---_-.-._.1111. _-._.___..____.....__. i . 1111.. _.._.._.._....._._.... .................... _ _ -....----.._... __..............................._.................__ __=-_ I w O 1111.1111.... ............-__._---.............-.1.111._.....::.........____-..._...-__._____.:7..._........ --1111..1111._..,-.. 1111 I. ¢ -- 1111---_..FIBS GLASS COLS FASTENED TO DECK FRAMING BELOW.__,,.__,..--.._1111 -,-1111_- __.ABOV .................... FIBERGLASS COLS FASTENED TO DECK FRAMING BELOW TYP.__-1111---11111111_-1111--1111-- I ( !, _.._.................__. ....-. _.__.___..._ ......,.___..._. � __.�,.---�..-.-1111-11111111---...,__.___. ___._______-- -___.._._.. _._._.___. ,_.,.,_._----.--- .._.__._.._____.-._----- ; 1 ¢ f ; 1 i ; : ; I ; ....._.......------..._._.._______________-...------- ------... a. � - ___.._-.._..------....__. _..-,--_._..-.,-------._-_-..-----.._.---,..__.-,---- ,___-____...____.---- ____-.._...____ - - - - - --..-1111.. - - _._._.......... ... - .. -¢ 1....._._..._._.._----------------------- ---1111-- - - 1111 -- 1111 - _,-.�- - -1111-- - ! : I NEW ROOF OVER COVERED PORCH BELOW -� J ; ;I «._-......_.. _......_.._.__.................._.......-...1111. __................ ..... ... ..... w m m......--- -._.._.. -,....._...----__.- 1 1111 .. .. ...........1111 _...._.__......._ _._...__..__ 1 - I. . -.__.,•,.,__-.___. ____.__._,...-._....,___,_-_ __-...._............................._1,_--.... .._.__._.._...._...__. .___...._._---__...._..._........._.._.-I m 1111_. _�.. . 1111_. �............_........................ _..._.........._.._..__...........----..........._.__...._.........__ - ------_...__._._._....._1111---1111------------___.._.._. 1111... N m (........_............_....__..__..__..._._..............._...._._... I T F V R _1111 _ ,__......_..__..._._.._. _. _...._._........................._......_...__............_.._.......... : ; 1 1 EX S ROO O ER PO CH BELOW 1 1 _. ..................................� 'I-,1111 1111.... _ _.1111 ... ....... 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I \Q O I � 1111_/( I I ; ; a I I. : - _._.1111 ..�._. ....... ._.. ............................. I � 1111_--1111__•_1111--1111.1111__- .------1111-_ 1111 ! I ! I ! ! ! I ( I .I I _._ 1111 �' ¢ 3.-.....-----:::=11_ ......... .._............_.._......._..............�.-.111 _,.._ -- - - - .. --- _ .1111 .�...........�........ ......._..�.....__......... ................_..........................-1111.. .�.. 9 __1111.1111 .. ...............__..._ 1111..__....._._. __... .........__..........__.._.._�_._. __._ .. _-- -1111---- 1111-- --- - . --_ 1 -- - _.�_.�__..._............................_................_.._....... _......_...1111._.� . . ..- .._..... .... _ _ ,_ _,__-__--------_....._______..._________.._._.._.__.._...._... • •�=-: :-::=--_____:�::-_-:::--1111.-:--_.-_..._.._.._:1:111 - - . - - - - �. -cT � - / ! ! ! .! 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I! 1 I 1 1. 1 ; ! 11 11 _. _111.1.. --- -- - _.. _..__._._._.... - -1111_ - ---- ----- --_ 1 EI I T - ....__.............._....._.....__-1111---_. 11111111 .. 1 2 6 OCC L. JOS S.- -. ........._ 1111_ _1111... .- --- - - - - -__-_---- - __- - -- - - 1111-- 1111_ I I I � I I L ! i; I i :i ,; l I. ! i1 �.ADDIT!ON --....w' p O _ W---- - A E W Ud I -...-...- - - - - -11111111-1111.- 1111.-1111.- - - - I -11111111 - - - � - _ �:. 1111 - I II, i5ot LE J CKS 1 Em EN W NDO S U I _.........._ . 1 _._..... _._....__...._-`-'- m --..__._... -- - 1111.. - - - 1111..-......_...__....... ....--- -_-1111.._ .__....... ____._.._ ---------------1111--1111--_---....._ .�_................_ ------------------_........... ...........-----------------------...___-------.�. 1111... F. - 1111- - -----...----------------------------------1111--11111111--._,___._._---� I i � .I I 1 I I; :I NEW CX145 EGRESS NEW CX145 EGRESS , NEW CX145 EGRESS 1 . l i 1 - .._..... 111,1 ... -1111_.. --- - - - __..._..... - 1111. I i I! TRIPLE\'ACKS @ EA. END x = - -................- - I ( _...._......_.......- _ - - ;1 -1111_-1111.. ............... ......` ._.__._..__._._...__A._...._......._________..._._..._--..-__._._..._.„_. __ .. - .�______.__._-- __ -. 1 ' : I I I 11 '! 11 ;I Nit N -___1111-_ ......W/ SIM. DH. GRILLE.::::: _ ..W/ SIM. DH. GRILLE\,.._.. _7._. Y..W�...SIM. DH._GRILLE' :i ! _ 1111._- :..:'::' __ .:: ::':' \ r N O I, , I, :1 - ! __....__..WDH 2852... WDH 2852. WDH 2852... . WDH 2852..... ........................ ................ _....... 1111... ......... _.-..._-_..__.._..._..__._...__...... --- ..._._...._1111 ii O ___ 1I I I ' ' 1 it l I I I - -2'-8"x4'15-3/8" RO.__...1111------1111--1111--.____2'-8"x4'-5-3/8" RO__ 2'-8"x4'-5-3/8" RO - - - - tzio I i ' 1 i I i 1 , I I ;! II 1I� J I - - - - - 1111 I I 2-1-3/4"x11-7 8" HEADER TYP. 0 ST. 33x6 ! ! I I ! 11 !I w I - I 1 REP W/WDH 28 I ! I ! i I i I I� i II 1 ( !! 3,. U / -3/4"x11-7/8" LVL HEADER TYP. ! 1 ! I 1 I 1 IN I I ! li iI !� I� 2'-73„ 2_7 \ I I I II I 7,_22„ L( 7,_22., p ao ADD NEW FAUX P STS & ! I I 1 i i I 1 1 ( ji ' !! li 11 II j 4 4 \ I / ( II I I ! I = x I I' :{ ! 11 !' I O I N N 1/2 WALLS TOM C ST. ! I I I I li { i I I I w 1 / I I I! 8'_0 I I I I i Ii Ii Iii !1 it III .+°� \ / I I Z 1I II I N9- I I I I I: ! I I 0 \ I / ! !� I I ! x I I i i Ii i m ` ` I11 w I I _ I I 1 i I 'i `:I' I li NOTE: 'L \ / I I a s I 11 1i i11 N I f r� ! 1 I i I11 { ! I 1{ 11 EXISTING HOUSE HAS 3 BEDROOMS I m ' i I I ! 1 I LT Y I I I 1 Jai I I i Ili 1I I (;; I \ LL 1 !I II D !! I o Q m }a I I / > ! I ; I I j !I I 11 I PROPOSED HOUSE HAS 3 BEDROOMS \ I / ( 1 : O I I !' W I F- J I !! I :I 1 I :I I! O 1 '' 2x8 ROOF RAFTERS @ 16" OC w m o I I I N u l I I i I I I II ! i1 ;, I O m ¢ l !� 1 I i Ii 1 j I l 1' Iii !I ! 1 ;I I ¢ ic) w I I in � 1 l l l i I I 11 l i ( a BEDROOM #2 I v I 1 O I , w I W I U) m N Q 1 I ,!11 1 11 11 \ / _ 11,11_ -._ I a2} m ! 11' l I I . 2x8 CEIL. JOISTS @ 16" OC 4 Q x 4 III 1 I ' ! 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PORCH ROOF ~w-_......--- -__�..- �-- -- - --- -. ... \ ------ ..__ 111 _ LINE OF ROOF - 2'2-1/8"x 33 x 66 � 1111 _.._._._...._.............._-----...._....-----..._......._____..____..__..____...-------___._..___....................-----._....--....__.....__...._ -_,.-_____-------_-.___�.._..__.___....._..-__..__.__._________..__.-._________.•. _..._..__.____.__....._,._._........_.........._-_..._.___._______.._.....___.---"__-____...__.__..._.-1111.--1111_. __.,___.__._,_._____._ I J1 - - - - - - -3'�77FTTO- - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1111.___ FIRST FLOOR PLAN ® ��---1111--.--1111_..--. -- ___.____._.._. 4.25.18 1/4" = 1'-0" • . REV. 5.12.18 REV. 7.15.18 - - -. EXISTING FLOOR PLANS VERIFY INTEGRITY OF EXIST. PORCH GIRDER. IF COMPROMISED REPLACE WITH: NEW 2-2X12 ACQ DECK GIRDER TO BE FASTENED TO AND BEAR DIRECTLY ON POSTS � - � ' NEW 2-2X12 ACQ DECK GIRDER TO BE FASTENED TO AND BEAR DIRECTLY ON VERIFY INTEGRITY OF EXIST. FOUNDATION IF COMPROMISED REPLACE WITH: // \\ NEW 4X4 ACQ POSTS ANCHORED TO 10" DIA CONC PIERS ON 22"x8" FTGS. NEW 4X4 ACQ POSTS ANCHORED TO 10" CIA CONC PIERS ON 22"x8" FTGS. / 7 51„ ._51„ .-51.. - -101,- - - -_,. o - I'T, 1Ot-" - - - - - . { -101., 7 �_,, - \ _ _ _ -� - 4- - f� - - - - � ~ I----4---__ - N - - - - - - - - � - - - - - - - � _l� - - - - 1111 - - A - r - 1111 - � � - 1111 - - - - - - - - - - / / O - .. / F_ / w O / / 1 w naav S VICE _ _ -_ _ _ 0 _ _ _ _ ELEC. < W r'I _ __ CLAPS RESIDENCE DESIGN LOADS ( LIVE LOADS LBS PER SQ. FT. I = . o w � II 2230 MILL LANE EXTERIOR BAL I60 21'-0" W � U) Q ( 1 M ,- -_ . . 2'_5}" 2.3' D' ,' MATTITUCK N .Y. DECKS CON ES 40 m ADDITION w 0 1 1 -1 to N EXIST. 6X6 GIRDER ON 4X4 POSTS - N ATIICS WITHOUT STORAGE 10 NEW 2X12 ACO LEDGER BOLTED TO HOUSE FRAME W/ 3/8" DIA EPDXY COATED FASTENERS ® ® I ( I1 ATTICS WITH T - - - - - - - VERIFY HAT EXIST. LEDGER IS ADEQUATE AND REPLACE STAGGERED AT 16" OC MIN. TECO DECK JOISTS TO LEDGER -__ _ - - NEW FOUNDATION WALL TO ALIGN W/ EXIST. AS NOT D. _ = S ORAGE 2 0 --- --- -- -- -- --.. ___ - --- ---- __- --- ----- -_ --- ----- --- --- F I___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EXISTING• SINGLE AMILY RESIDENCE �I ROOFS (GROUND SNOW LOAD) 20 EXIST. FOUNDATION WALL & FTG. i "_ _ _ 1111 _ - _ _ - _ _ = _ _ _ '�' `_ _ _ � aQ l I/ _ _ - SCTM# 1000- 1 07- 10-9 ROOMS OTHER THAN SLEEPING 30 REMOVE EXIST. BILCO DOOR I o O Uw � 7'-6" I I 1- - - - �1 ZONE AC 2 7.3 8 ACRES' STAIRS 40 ( _ ` - - _ - - I ch vU ~ I 2X8 @ 16" OC DECK JOISTS I I 11 I I L _ _ _ _ _ _ _ �� <Z o 1 w I i o GUARDRAILS 200 Z = = � 1 1 I _1 M 1 U) co I I - II II PROPOSED: . I. a NOTE: NEW FINISHED FLOOR ABOVE MUST ALIGN W/ EXIST. FLOORS a � NOTE: ALL EXIST. FLOOR JOISTS & SILLS TO BE EXAMINED FOR I LL U I LI o .6. �. 10._x. I • I O VERIFY THIS DIMENSION PRIOR TO SETTING FOUNDATION HEIGHT 3 w SPLITS & DAMAGE AND NEW JOISTS ADDED AS NEEDED o a I I I k REMOVE PLASTER @ ALL INTERIOR WALLS ON 1ST & 2ND �-� i QO 3 v �I- - - -�I- - D ECEU /[E i. w o o I I L =__- - - - - - - FLOORS & ADD NEW INSUL. AND GYP. BD. I i o w , � `_ I I REPLACE ALL EXIST. SINGLE PANE, WOOD FRAME WINDOWS r z EXIST. GIRDER TO REMAIN AND ADD NEW EXIST. GIRDER TO REMAIN AND ADD NEW I X w 4 U 3 w i s O 3-1-3/4 x11-7/8' LVL ON NEW 3" DIA. 3-1/2 x5-1/4 LVL ON NEW 3" DIA. I a w w o w °x° / T -I EXISTING SECOND FLOOR PLAN W/ NEW AS PER PLANS q 1 ;; I NEW 2-1-3/4"x11-1/2" LVL GIRDER ON 1 STEEL COLS TO 18"x18"x8" CONC. FTGS STEEL COLS TO 18"x18"x8" CONC. FTGS w J ¢ ¢ = 1 UG 1 Q 2018 U NEW 3" DIA STEEL COLS ON 18.08"x8" I l x I CL I ¢ O o Q w N \ / I 1 3.10.18 1/8" . V-0" CONSTRUCTION ONE STORY AND TWO STORY ADDITIONS ON 1 . , I � POUR. - - FTGS. x -- -_ -_ __ _ - _ _ _ - _ _ o ~ w I EAST SIDE O HOUSE AND NEW ENTRY ADDIT ONO TH n ( - !- - -I w 1-- )- - - ¢ 0, � ,n m 0 zo F I N N O R 1111 - - - - - - o I � 1 o - - - - I ( O 1111 - _J - r 7 " . 7 - _l - � n o ow U 1 I - -I- -{- - - - - -I -{ - - - - - - 1 I I REMOVE 1 10 SQ. FT. OF EXIST. 1 STORY ON EAST. D MP-DTG Dr, . • ( m - Z 1 I LL L J L J - - - 1111 -1 -I- - -I I Z Ua - - - - - - -I -0-i - - - - - - �" 200a I i = Tn,"'jj r�'ie'i.,�77 U 1 1 1 EQUAL EQUAL J L - _J 1 3 U o ° ° Z d 1 REPAIR AND REPLACE EXIST. PORCH FRAMING AND SURFACE -'1LD -5 _5_„ _5 „ -_! m W W v o a z 1 ( 4 4 4 REMOVE EXIST I _ I Q , Z o 0 1 I I 1 ON 475 SQ. FT. COVERED PORCH. ROOFS TO REMAIN. rIN CHIMNEY x O LL w V 1 �I o o uNE of EXIST. WALL a x (fr - I 1 w � Q - o I i 1 1 INTERIOR RENOVATIONS TO INCLUDE RELOCATING 1ST FL. I 'I X �- - - - - - - - - -� 1 u STAIRS TO BE REMOVED - 11 - i o o o W o o '1 � I I POWDER ROOM, NEW KITCHEN,NEW STAIRCASE TO 2ND FL. 3 - - - - - I SUPPORT 6X6 & NEW LVL ON QP_PLAT_E QF_\__I _. ;, I I c7 I 0 w " m Q o / 1 1 & ADDING NEW BATHROOM @ 2ND FL. O U N D AT I O N PLA N 1 W J 11- t.___ 1111. 1111 __ _ _ __1111. __ ,n o = o o z1 w ¢ N NEW 5-1/2" DIA. STEEL COL. TO NEW v1 ¢ 0 w F w U 1- z L J 1 1 z a I I - - - - - @ 24"x24"02" CONC. FTG. I J II W 06 1 0 o fr o o ` I�I� INSTALL NEW GAS-FIRED HEATING SYSTEM: 1 i -�-REMOVE EXIST. CRAWLSPACE FOUNDATIONS - - - - - _ 11 Q I J ¢ � Lr � o I I NEW ELECTRIC WIRING AND FIXTURES INCLUDING SMOKE I I - -_ -_ - - - - z I 3 I ° U X " X Z DET. AND CO2 DET. TO MEET CURRENT CODE. 1 S T FLOOR PLA N ;� I - - - - - - - _ � I 1 1 1 I i�1 X \ I- _ � � I -� II o ( W 0 0 0 0 0 I I f ;1 ADD NEW COVERED PORCH @SOUTH-EAST. NE 2-1-3/4"x11-1/2'• LVL GIRDER ON m ADD NEW 2-1-3/4"x 11-7/8" LVL GIR ER ¢ n tIJE 3" CIA STEEL COLS ON 18"x18"x8" U) f-: ADD NEW 2-1-3/4"x 5-1/4" LVL HEADEf2 1 RO R. CONC. FTGS. I Q n ( ( 1 I ADD NEW 2-1-3/4"x 5-1/4" LVL HEADER 0 I O F m a mm a I I . I. . 1 I - � r - � - - - - 13I- I �- - _ I o1QQ w - wa IIr 2ND FLOOR PLAN I o � Q FOUNDATION PLAN I I L J L J IW1 W 1 0 u_ LL I I N3'-8' 2'-5" 2'-8} I -51, �, 51„ 51„ l I I 3 0 3 3 I EXIST. 1ST FLOOR 886.3 SQ.FT. 4.27.18 1/4" = V-0" I ,: . I 4 4 4 \ I I I Z z / T DEMO. @EXIST. 1ST FL. 110 SQ.FT. I I 1111 _ _ - _ _ 1111 _ _ EXIST. I I EXIST. 2ND FL 656 SQ.FT. . REV. 5.12.18 ( I EXIST. FOUNDATION WALL FTG. \ I - - - - - - - - 1 1 1 1 - - - - - - J EXIST. COVERED PORCH 476 SQ.FT REV. ' � . p REV. 7.19.18 L - - - - - - C V O I ¢ I 1. 1 1 1 1 0 _ - I a I , I IZI o I I o I I PROPOSED 1ST FL (W/ ADDITION) 1205 SQ.FT. r I I I W I w I r Y NOTE: EXISTING PORCH ROOF FRAMING TO REMAIN rIV "I. � I U I ,n w DECK STRUCTURE, DECKING & SUPPORT COLS. I I M PROPOSED 2ND FL (W/ ADDITION) 945 SQ.FT. - - _ _ _ _ NEW CELLAR I I ISI NEW CRAWLSPACE o I 1 6 o U WILL BE REPLACED AS NEEDED I I PROPOSED NEW COVERED PORCH 145 SQ.FT. ,��- ,, ress m 1 " r 8" POUR. CONC. WALL ON 1 .¢ I I31 8" POUR. CONC. WALL ON O I I LL O I I `"? o A 1 0 1 16"x8' POUR. CONC. FTG. I -- - _ 1 w1 6"x8" POUR. CONC. FTG. 11. t, I ( SIZE 'C' BILCO DOOR I x 1 z @ �_ I I ;. I (VERIFY SIZE W/ OWNER)I`1 1 I I I N I ,, /Lu> @ 1 -4" -„}" ,3'-6'i" 3'_2�. u•-e21" N 1 . . . r /I f I I � - - - - - --j - - - - - - - - - - --- - - - - - - - - - - - N - - - - - - - - - - - - - ----VNT x START I / rI __jI 1 OF 3 ,. N W NIT. ' . .. 4. _ _ _ _ _ - _ _ _ - _ _ _ A 101 FOUNDATION, 1ST & 2ND FL. PLANS ermits drafitin ex editin . . .. . : r - - - - - - - - - - - - - - - -�. _ _ _ _ _ _ _ __ _ _ _ _ _ _ 1 1 '_ EXISTING FIRST FLOOR PLAN A 102 EXTERIOR ELEVATIONS PO BOX 49 - - -- -- -- -- ---- -- - -- -- --- -- --- --.. ...--- ---- �_--- ---_- ----- --- _- .--- - -- -- -- - -- --- --- --- ---- - - -- - ---_ -- -- -- -- -- -- - 7'-1 02„ _ - _ -7-1�2 - - - 3.10.18 1/8" - V-0" I__ -_ - ____ - ._- - -_ --. .-- .- _� A 103 SECTIONS & NOTES JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 II I . NEW'ADDITION EXISTING ROOF NEW ROOF . 1111-- --- --- - EXIST. - - - ........_......."........_ .........11..1.1..... .... ...- EXISTING ROOF- ---- -- -- -- 1111 - _...........111 _-................--------1111 1111-....__._....__...- _......__.._........_.._.........................-...-._-.......................................................-1111.. - - EXIST. --]--.----..---..------------­­.... 1 4 . . ------ ----------------.,........._..........._......". -------------- --------------------.--------------- 111-1"_. --- - ---- \ _------_-_------------------------- -------------- -- ---•--------"".-__ -.-".- \ - 1111-_.."_.-_-- \ -- NEW HARDIPLANK T NEW HARDIPLANK ......................"............................-..-............_........._. _-.........._ ................-...._-.-._._..�.... ..........-----------.._.........-....._.._.......-1..1.11__.._.. ................... .11 -1.1 1...-..._.... 11.1.1-1.1-1--....---... __............._�................----__�-..__....-.�_. .__.-...�._..._.._�_._-..............-1111.-1111--_..�__-..__. _-......----.........._.._..---.._..---...__-----.... .. 1111_ _. .. _. 1-111 SIDING SIDING EXI ]33 I EXIST x S XST. 33x6 S 33 6 __-......__........_....._._...__......�......_.._...................... . _... _........ .............. ........................_.. - _....... ..........._..........._........._.... \ �.....__.................................................._...._. ...._.........................-...-.................................._.........._ _.........._.._............_.............._.........__........_......_._. \ 1-1-��......._.-,........._-..........__ `\ I—-- L. W 46 R W/ DH 6 R W/ DH 6 .........111.1.......... .._...._........... ............................_--...._-_....__.._ _.--._._-._._.._....--_...........-................... ....._........... _....__........ ........._-...-...._........_..._...................._...N CX 14 G S-----..._.....................-----.._.-.-.._..._.._............... ..........1......1.-..._.._... ---- ......---.......1.11•--------..---..........N CX1 G 5..........._........................._-----....N CX1 G _S_...._.. EM E M _.....-..._-._. ......-1 - _--. I...............__..-_--.1.111-......-....-.......... EXIS 33x I "Ill - .._....__......_..........._._.. ..__........... ......_..............._...._........._ _._.. 1-1-111111 _._....._. _._.._..........._._................._......... -......................-...._................._............ 111111.W M. R E......_................._.......................... IM. W M. - GR E L W WDH 46 G W GR E _- - -- --....._...... - ---_... __ - 1-111 1-111_. _. ------ -- _- ---------------- - --- ._.._._.-_._.__...---.. ------------------------ -- 1-111 --- t:-ul ::L�� ---- _ - ------------------------__._._..__.. -----..-..--------_..._--- ;--=--- - --1111-- -- - -- --- -----1-1-- .- 1-1-1-1-...-=1-11-1-___'1-11-1 - -1111 - ...--------...................._---...._. _..----------1-1 .._--_.._�....... _.......-"...------....-- 1111.. _.. _--_ - ---EXIST. PORCH ROOF---. ='------- 1111-- --- --------- EXIST. PORCH ROOF- -------1111._.-.._ _ -__-_..--. - NEW PORCH ROOF= ■ - - 1111-- --- --------,--- - - ----- `-- -- _`_... - --- `- ----- _........ - -- -- --- 1111-- .._-.1-111-1-111_-_.1111- --_----1111- --- -- --- -------------------------------------------------------------.1--.....---- -- - - •1 111--------- ----------1111-- 1111-----111-1..--------------------------___.._...----1111----------1111-- 1111------------1111-1111 ----- ----------1111-- --.....-- -- -1111 -111----.----- 1111-1111-- -1111- ----- - - 1111 -----1111 -- _. 11 . 1111- ._ . 1111.- 1111. _ 1111-. 1-1-11 EXIST. BA WINDOW - """""""""-' XIST. BAY WINDO . ...... ... ... 11111-1 .._ __..._......__............_...-_._.---.-11 _.-111-11111-.........._.............._..-- 1-111. ID -- ----------------------.----1111 ---------------11-1-1 _ - - - --------------------...._._..--- ._.............. ---------- ---------- -------------------- -._...----------------------------- -- ----------------------- ------------------_1111. - - ... - . 11 ... ....11....................................E T. RODE IR ER STRAPPED TO NEW 8" IA. ST UCTU ...,,.,.,......,..,....,-..,.,..,,..,.,,.,......... EXIST. ROOF GIRDER STRAPPED TO NEW 8" DI TRUCTURAL z _ 1111 1-111----- ------__..._............... ...1-111 1111._ .__..........---_. _........._.._.__ ------ F __ F RGLA S C L FASTENED TO DECK FRAM( G BEL W TY . FIBERGLASS COLS FASTENED TO DECK FRAMIN B LOW TYP. -.1111.1.1.1................_.1.1.1.1...................... _1..11...._....1._. _�._.........................-.1.1.1.1................. ­................... .1-1-11-... ------ --.11.---._.._...__ ...--...--------.- -------_ --------..-...-... ----- ..�.- -------.---- W - NEVNE TR -. JE 2 5 3 'x 6 8" --- ---------------_EXIS 33x6 �- __. KIST. 3 63.----...---_-- -- ---- E -- ----------- 11-1-1-1-....................... _------------ _---------.._.11.11 DO -------------- _.._......____.........1111__----- REP TRY OR -.. ............._._.........., 111-1- . DH 852 .._......_-. .. RE W/ 2852 ..1-........111---..... -1 ........- 1111--,...._...-- . -.._......._. 1111 _ ..-.. _.. _ .. D _.. 1-111-- 1111 __._-.1111.. ......__........_........ E L1 . _.........._ . . ............... _........_.......---__..........-............_...._..... 1-11-1 __..__..._.._...... _......... _ ._ NEW PORCH RAILINGS TO COD 1111..._...-......_............ _._..._... - ......_... - .. _._..... __....__........ -- __ 1111 1-1-11..-_ 1111. _. . --. . _ - _ - 1111 - - _. XIST. 33x6 XI T. 3x6 . S 3 1111•-•-1111--11.11----1111- 11 -_...�-----1111-- L. W DH 2..._..............--------_____._.._ -----....---__-------- E L W/ DH 2 5 --__........---1111.. _...._....-..______ 0 . -..MIH ...-.......................__.............11._11-11--......._...._ .1.1 11. ....1 .--111.-1111.-...................-..... __.-_.........I.-...............1-1...............11... . ........----.......1.1._.1.1._....-.. .......1.................... 11 __...-.....--.-............... Ifl]� � .1.111..........----1_111..-1 11 __. ... ... -_. - - 1- - -- ----....-...-.._..---............ -.._._..-_............---........I......._�........--- .1.. ._.............1-........1----.... "__-..--..-1111.- - -- ...__.._..... - - - - = -1111.. :: = - - - _..._._..__..-...--......_.__-_-....----..__....__...._._......_....-. _ 1111 ... 1111 .. __ - 1111. 1111. _.. __.__.._.._......_._._ _..---_......-----........__-_........-----... _..---__......_.._............ -.__._.._....__ _.___.._.._-1111--- - I V �==l E���� - ..........-_......._.--._..._....._--_.._..........-........1--,---_111-1 ... .. .. .. _ 1-11 -1.1. .........-.1.1.1...._....1 .. .. . 1-11 1_.. .......-......_.. ........_._.......................-.-_.................-.........................._....._.......................... .. ......................................... .1.111............. - 1111 . . ... I I-I II..-..1.11..1......_.._.._.............-..................1.111-1.1_.11. ...._............._.-_- _..._...1111.. . _ _. .. ... -. ._ .. _. -. 1111 ... �1 ­11 _.................11-------------._.._._--------- - _- _-- -----------------------------------------------------1-1; -- ----1-1-1-1-__-_--- 1--_--------------I...-....-111-.....1----.-----------------------------------1 -----1 ...1- --- - _ - --- .---- D NEW PORCH STRUCTURE (AS NEEDED) & NEW DECKING -------._--. I I 1 I I I I I 1 I I NEW 2-2X12 AM DEICK GIRDER TO BE FASTENED TO BEAR DIRECTLY ON I NEW BILCO DOOR F- �i I I I I 1 1 I I 1 1 1 I I I I I 1 I I I � VERIFY SIZE W/ OWNER II I I I I I I I I I I 11 I I I I I I I I I I I I I I I I - NEW 4X4 ACQ POST ANCHORED TO 10" DIA CONC PIERSION 22"x8•' FTGS. 1 ` -�� -�-1 E 1-1 1-1-E -�E E�-� -'�I I E'='1 I E'- :1 E'_' I I I I E�-�-1 E�-�I E�-�I C�-�I - - - - - - - - � I I I 1 I I I I I I I I O - - - - - - - - I I I I 1 I I I EXISTING CELLAR FOUNDATI6N 1 NEW CELLAR FOUNADTION I I I I I I I I I 1 ` . J I I I I I I I I I I I I I I I I I I I I N - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - -I - - - - - - -1 -I - - - - - - - - - - - - 1111 - - 1- - I- - - = - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - L - = - - = _ - - - - - - - - - - - - - - - - _ - - _ - - - :�i -- - - - - _ - - - _ _ _- - - -- - - - - - - - = - - - - - - - - - - - - - - - - - = - - - - � N WEST ELEVATION SOUTH ELEVATION 4. 13 . 18 1 /411 = 1 '-0„ 4. 13 . 18 1 /4" = 1 '-0" . ­ . � u NEW ADDITION _EXISTING ROOF 1....1...........-11.11..... .........1.11...1.. .... ....-- ...........1......- ---- ----_._-_-.-..___.-.-...............-.........__....._�.._..-..........._-------------_-----...._..-...---...._.---1 ----_---------------"1-.111---------------------- ......................... ............_ . .....-...........-.............................................................................-...-...-..._.-............._..- _._._.._..........._..__......_......_..-..__......-......_.... 1-111.. - _......-_.._.__.._.. - - - - ----------. _........-.._........ ..............._.._..�.._.-_-.._._... ..._.-..._._..-_.1 ---- _-._11-11_-..........--- ---11-11--------1111_--- _......- _ _.�........ -._..........__.................._..........._._....-.............._.........-......__............._......--1111-.-�_..--- 1-111-_---- _.._............... ...................._.................................. }N �s yb Wec -. __..-_... _1- ------ _ -. _...................... EXIS 33x _....--------. _..._._...__.....�...�......__.._..-------........-��-............_......_..�..__.1-111_...._..__ ­...­­.­..q �. .._.._..._1111.. 1-111 _....................._..�.........................._...1111.. \ d\ ....................................................... .............-1.......................__..............I � � � __.-_..---........__-.-.._............._......__...-._.._..._.......--.-._..--1-...--111-111-11-.. 1. . -._..._..11.1.._.-...-.................. ----.--------._.....----.......-----___.._._.._...._--------I......._._._- _. L. W W DH 146------- -------------------.."..-----------.._-------........_...___--------- 11-1 ------------------------------------------------------.. z -- - ..-_-_.._......_....__._.._._...._...... ._...._._.. _...._..._....... - ..-1111--- W. .. .Y.YV........ N- .. ....... . . .... ... .. ...«--- 111`1... _... -^- .... _ ._...-1-11-.......- 11111- ..... .........-.................................. ... .........-...._......_ ......-...................................-......................_._............_..-.....__..-----------. .._..._---............_.........._......__...__....-_......_..__........-....._...._...._............_ -_......._.............._.I...__._.. ....-.......111_...._....1. .._.. .............-._11.1.1.-..-.-.._..... _. 1111 - -... -- -N X1 _. C G S 1111 XIST. 33x6 XIST 33x6 EXIS 33x , I rr _..__._._._..._...._-....----.......-- -------- ------ --------------------..-...._-.._-_--.------------------..-...............---..- ........._.111-1. .------- --.. ....11-11------.. _............... ............_._.----.--_....__._...._._._._......."..- ----...__..-_---_---_.....---------------------------------.......----------- --------- - - --- -- R W/ DH 6 R W/ DH 6 L. W WDH 46 W M. GR E _ .." _ O .. ................_... _......_ .__._....... ........................._....-1111... __............. ...................... ...................._...._................._..._..._.................. .. . _... _....._.............._......---........_.. - _._.._..__.......... ----- - ..-11-_11....---.....-1......1........ - ---- ----------- --------- =1 =- ------------- - -- ...........qq.....q.... - - --:::111111:1111 I 0 ..............-"""' "' -NEW ROOF OVER FIRST FLOOR ADDITION_ - --------- - --- - 1-11-1- ------ --- _- _11-1-1:_.::_--------------- - -- -- -1111-- _1-1-1-1-_ --- 11-1-1-_____ -_ -- 11-11-__11-1-1 _- --------=--111-1-- -111-1-- --- -1-1-11--------1111_- 11-1-1- ----- -- - 'EXIT PORCH ROOF- '- --- - n�� < NEW ROOF @ ADDITION- -- -- - - -- - - -- -- - -- ------ -----1111-- 1111-- 1111 --1111---- --- - --- ------------------------- _ 1111--- -- Ill .> I11 I--....q.q.--..qq-ql......-­­...­­­....I.I.-------I---q,-,q,q.q-.-.q''�.�--�-...q..--..�--...--....-..---...............I.q....ql-.,.-..,..ql-.q..-qq.,q�qqq.-qlq.-q.--q�q.-q....­q.q­­­­­.............----...-.........,...-.,�.''.qq,q.,q.q,.q..........q........­­q.q­­­q----q............­..­­­­­........1--------1-----------..-q...­­­....q.......­­... I..........-.1-.........I...�.......q------ll..................I.......q....�..�,-,�--.-,"��--,--qlq.q.lq.-qlq.-.q---Iqqql.."qqlql.q.ql.q.q.v'I......­­­­........-q-1.1.1-1-1--l-l--1-1-1--1.1-.......-1...-.1--lq-----.1.1.1....1-1-...................I.-----------I-q-1-1.1-1.1-1......I.I..--,...-,-�-.qq�-.q.q.q---.q.-.q..q.q,q..q.q.-q--q.q...........ql-q.q..........--1................-1..............................................1q­q­­-ql �..­­­­. -- -- -- --------- ---------------------....---------......---....--- _.. -----------------------....-------._......._. __.....-...._.._........__....._------------------.----------------"...._...----__--------- ------------------ ------ --- ........__._._.......................__........ .......__........_-.........._.......... ............._..........._................................ __......... - - - ........... _.....--.-....................-..._...." ..".._............... ................... ............. ._.......__........ 1_.1 1. ........_..._.. ............... _..__._....---- _-_--....-.__..--..._............--.--.........-_..............----------..-.....-------------------------------- .............._................ 1. 1-111 _...... ................_.._.-..-..._.........-.�_....._�-..-._..........._....�.._...1-111.__.......�.....�......�...-........__...........................__............._.............................-.........................-.............._.............-....�................-1111-.........��....._..._._.............._..._......._ N W N W ............... -....._..__..-.............-----.........--.................................................................__.......-.........-....... ---__.-...."_..-....-__-.-.........._.-._.-_...._.......I....- _...._.._...._..-._.........._..-_.-.-.._...-....._.......-...-................._..--------------_-.-......._..-----._.-.....-..-___---------------- .............._-�..----_.....--1111-.-......._-11-11-_.- DH 203 DH 203 -.._..-...._.�..-.._...--....-_-_--------.._.....-..-.....__._...........---_.._..._._....._.............--.._..__.._._-......-..-..-.__..-.�--�..-�.-....-__._.....--.._......._---_.._.....".---..._-_-__..._....-_....---................__......._....__._...__......_.._.._.._-.._....-...-_--------�.._.....-_.-...........__....--1111-.. � � _-_ - . .. 1-111- � _ - W ----__...---_.._..._.__---------_----------------------.._..--------___.-----__._..__..------ NEW HARDIPLANK ------ N W XIST. 3x63 - --------.. ------1111-------.._.__._..__.._1111____-__....---------------------- NEW - --- NEW --•--1.1.11 � ----1111--_------------- __-_-----.___._______.__� 1-1111111------__._..__..____ _ _ ----1111--_ --1111--__.__._..... _.__._..._..."---------------------------_...----.._..----.._..----....----._.._.....__._------�.._ H 2 2 -- -----.......------------------ � .......___._.........._......_._._....._.. SIDING __ _.------------------------------•------------------_.-_______._..._-___.,._._._-------•---- WDH 2 2 WD 85 WDH 2852 R W/ DH 2 1111-.. ..................._........_.._._.....-.__.�..........._......._...................................... 85 _..... . ... 1-111.... ...................... 1111 .. ................. ._ .._......_.... �..._.. _..........._. __ x 00 ..... -._...__. _...-------__...---.......-.----._...-..............................................._.1-.11 _._.-._ _..-.._........-_._.__..._---.........._..._..._........._._......._.._....-1 ___._... - ....._.......................-._-.-...........-......._...............-.....-.._..._.._._-11 .__.._...._.__._.-. ............................._......._............._...._._...1.111.............-- 1. .. 1.1.11.111..1_...........-.. _............._..............._._.._................_...........-..................-. 1-1...11 _...._...----_1 - .11- -_..._........_....�......_---....................._................................. - - 1111-----1111_- ____..._.__...._.._ _ - ... 1-111..11 11 _..._....__.._ ---- - ------ 1111-1111-- -----._.--1--_--_ -.--_-._.---------- ---1111 11 _ -- --- --.-....__.._... 1111- --- -- - - -- --- - -- - 1111- N POR H RA I S T CODE --.-- I O COD _ _ _ . _ _ _ _ __ . ---q.----------- -----.-_-_-_----- -_."._..-- .____ ---- - -11-11---I-,-----''-- _____ _____-_------_-__--_-----__. __-_ __-__-__-______-_------..-_---...-__-_---------__-_----._-_----____-___-----_--­­---__-_----q---............................_ q ____11-1-1_-_-----___--_-_- ......._ _ ___1-1-1-1-___ ........... _ _-_-_.._ , __ . . - .. .. Euj W - h I - -- - - - _......... _ ...__..--_-1-11-1-__---_ _ _ .-__........... ..._...._........_..... ...................... _ . - _ _ __ . .. - . 1..11.1 .-............... ...... __ . .. ..._...._ _.... ___........__........_................-__ . _. . .-_ ..__....................................................._........................-- -__ - .._.........- _ _ _ .....- . ... ........................ �__... __--11-__ .. _ _ . . ....1-1..._ 1.1.................._... .-._._..� ..._...__- - __ __-.. -._-."-._...._----_-1-......._-.__.._.�.._--_ -..-._.. NEW PORCH STRUCTURE AS NEE D & NEW DECKING ... ... .........--..--.._.._..._--_--------1111---..._-__.. __ _ __.._....---._...------.._._........._-111-1-...-.. ._-�.....__--. __. 1111... ._ ..............�..................................................._................................_. �... . 12 CANTILEVER KITCHEN NEW KITCHEN PORCH @ _ ...__._._ .-.._ _........._.._�...._..._..__.���._..........�................................._..........-_...._...._....................�....-1111.._..�-..��............._.._._...............__.........._...._..._..._............._......_....-....--..._......_...._... .�...._._-. ._. I NEW BILCO DOOR I I I 11 (VERIFY SIZE W/ OWNERI I I I I I I I I I I I I 1 II I I NEW CRAWLSPACE FOUNDATION I ( 1 I - �- I I I I I I I I NEW CRAWLSPACE FOUNDATION I C - I C - I IIC (� I I I- - - 1111 - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1111 - - I L -f I I I I I- - - - 1111 - � f - - - -- -- - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1111 - � I NEW CELLAR FOUNADTION NEW CELLAR FOUNADTION 7 EXISTING CELLAR FOUNDATION I I I I I I i I I I I I I I I 1 I . A 102 1 1 I I I I I I I ______ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = _ _ = � 2 OF 3 EAST ELEVATION NORTH ELEVATION , .• 1111.. 4. 13 . 18 1 /4 - 11-01, 4 . 13 . 18 1 /4 - 1 -0 r� ,. ,• REV. 7.15.18 REV. 7.15.18 'z 1) `>;:: permits. I START draffing. I expediting IP. . . . TASL.E 8602.50) R301.2.2.FW40TFZTIC;N GAF OPENINr7S. EXTMOR 6LAZINS IN IBUIL.,'1 [NGS LC.)CATED IN NEW ASPHALT/FIBERGLASS SHINGLES FA5TENIN6 SGHDUL� WIf�78C�RF PED RIS RESIC INS'SHALL.. BE PROTEGTEP FROM WINPL3C;)RNl x•°15. ROOF FELT E T�o� 6LAZ'E17 OFENINO TION PL`s �'ll� MOM5 SHALL MEET TITS NEW 2-1 PLYWD. SHEATHING I DESCRPTIONOFEULDIN6B_ENIENTS -�A " , `-+P+�►'ts ATI .. NEW 2-1-3/4"x11-7/8" RIDGE TO ALIGN W/ EXIST. " or=FAsTersle 31RI NIS GAF THE E.AR95€ MISNLE 'IST Or,STM€ Igsl6 AND ASTM E I i AS ROOF OJMWANE AWAIORS M~ACTUR c►]BY MWIVNIM 114 M5GTI0N 5CL2.1.2.1.OA 6t¢ 6I t71 ITS PROTECTION rOR SIMPSON STRO1416-Te ~T 4-6d DOX f2 "x0.118')0K fig-No.LSOMIA U210ORRAPPRO JR5 NI RM I3EERIS SF+ALL MET THE REOUIR I-VIM 01-7 AN IMrA0T4M51511N5 EXIST[ RIDGE & RAFT S I BLocc4Q 5 BETWEEN CEILINe JOIST5 OR RAFTERS 5.6d COMMON(215"X0.191"Ji OR TOE NAIL $a1NVAIJI AT EVERY iRAFT&R TO RIPM To Top PLATE 9-106 BOX tl&)(0.1215%OR CON0GiTION M!_H RAFTERS DO NOT 09-LIONSTANDARD OR ANSIJ'DASMA IIS. �� TACE BEI-ON) 3-5,xo.ISI"%N1.5 FPTI CSN: NEA ATTIC @ AD (TION 4-md BOX f2 J")87.1139OR 4#1RRTGANIE ANGWbRS 114AWA4TURM19'5 ?40t= STRUGT 1RAL PANEL■5 WITI4 JA 1I410<NMS OF NOT LESS THAN 36 IWi,H At V 1$1 2X8 RAFTE RS @ 6" OC 5-mml GorrW4oN(zn"X0151");OR PER Jolsr,TM NAIL SIMPSON STRONIS-ME CONSCTORS SPAN OF NOT MOF' TI+J'I X b FEET SHALL BI? MR.MITTEQ FOR OMNIN6 PROTECTION. 2 CEILINS JOISTS TO TOP PLATE MODEL.No.LSTA24 OR APPROVE 11-10d BOX(2&'XO.126')i OR VWwALm AT evew RAFTm TO Rom 'PAW--LS S S IAL L BE ' GU7 AND AOT'/ CHEF TO THE I RAMI 45�OUNPIN5 THE 2X6 @ 16' OCG BLE LL F MING 5,5'X0.151'NAILS 401414%7ION p4M Rig OF';NIN6 GONTAININS THE PRMUCT YAIIT'H THE OLAZM OPENINO.PANELS 5HALL 55 2X4 @ 16' OCP RTITIO TO F DGE EX 3TING A IC aEILINs JOIST NOT ATTAG 412mo TO PARALLM RAFTER. 4-106 BOX f5'X0.u5')OR PREDRILL9ED AS REQUIRED FOR THE l�lA�AN+�G1FiOR.A.6E METHOD AND SHALL TSE�SEC•I.JI= ee 5 LAPS OVEK PARTITIONS(D 5"BORE RD029.1.R00.2.92 5-16d r-oMMON(s J4x0.1627,OR FADE NAIL WITH TI-!.AT rAC44MTW'1�RE PRD Y IDED. A.TTACRMtENTS SHALL M DM I6NED TO and Table RD013.1 K 4-6'90.151"NAIL5 . RESIST THE !'.C7MIPONET AN17 OLAP[[" LOAM PETE14VINM IN A000RPAN6E! WITH GEILINs JOIST ATTACHED TO PARALLEL RAFTER EIT}'L�?.TAJ9LE I�-Mol= OP.ASS 7,r WITH Tl•��ANLNT>�' 3If�I-RESI'3TAA1T rABLERmozw0r) 3/a PLY . SUB L. [STING " PLAN FLOOR[ � (14M JOIKT),[aw 5ectla►�RRAL71S.1<RD01S5.1 3141 Table 8901.5.1(177] PAGE NAIL ATTACHMENT I� '�II�1"1. ,1�� /'++'^�.�HQI� P1A1`�NTI-+t'r I�"1'ra�w.I"� ON TI"I� R-3 BAT INSUL BUIL VINE. aATTAC FM5NT'IN AOC ANX WITH TABLE It �.I."Z I5 �1`+I�Tf�27 PflR ADD R 21 BAT INSUL 4-10d BOX(3'XO.I28'9 OR BUIL DINSS NITlr4 A MEAN R.00P Htl6f4T OP=45 FEET OR LESS}"al"' THE ULTIMATE 1-3/4"0-1/2" TJI CEILING JOISTS @ 16 s GOLLAIR TIL"TO RATTER,PACE NAL OR I K,"X 209a. 9-10d 001` N f3A..XO."..),OR FACE NAIL F.Y.tt RAFTER >�SI6N ,WINt7 ��9, IS 1� MI°I°I CSR L.L . RIDGE 5TRAF TO RAf=TM 4-61X0.I5I""L5 �y ry rr7� 5-16d I30X NAILS f5 I' oK 2 Tac �`ON Omm 51". TABLE X1.2.1•+G= WINL7El+b m t7EI=311R15 PRoTmTiom rA51"ENImq ADD NEW 2-2X8 HEADER & NEW CEIL. TO ALIGN W/ EXIST. 3-Icad GOIMMaN NAILS(3•X0146%Oft AND I TOE NAL ON OPPOSITE �/•L I i��■• L■ f.1/•t/+�9+•ti C,l .y f •,f7,ry A Il �',f• A ^*! �, DOUBLE JACK STUDS I ADD NEW 2-2X8 HEADER & 6 1�7oF TIRtJ55 TO PLATE 4-106 DOX 113'90.12811 OR BSE OF EACH 1RAPfi9R OR SCHEDULE FOR �f 000 :J 1 RU 1 RAL A L DOUBLE JACK STUDS @ EXIST. 4-104 DOX wa90. ��I I I WINDOW OPENINGS �A5TENER 5PAC:INc5 NEW AW281 WINDOW �+ ��•�'�jj,��■��■. ■�.�,� �1 �.■� x 1 NEW BEDROOM NEW BATHRM. NEW NEW I t1-REMOVE EXIST. PARTITION WALL 4-16d(9 J"X0.199')OR 1"A.IL/Sr"�l+■+ 5 1 APPA & VETAIL A�j'1"EN f$ "I"'t"p� 4 r 6 � HALLWAY STAIRCASE TO EXPAND EXIST. BEDROOMS 5-IOd COMMON(8'XO.14H6%OR Toe NAIL �+p�,y' EXISTING PARTITION - ADD NEW 4-I0d BOX(O'x0,120"h OR PANEL SPAN 'C PANEL- SPAN 'C PJANEL SPAN NEW 2X6 @ 16" OC STUD WALL ' 49'X0.191"NAL@ d ¢,r F(:�L'3T 'C,� T"C.]+QT R-19 BATT INSUL. 112" GYP. BD. I I EXISTING PARTITION - ADD NEW 7 ROOF RAF'1ER5 TO RI176E,VALLEY OR OF RAi'fER5 OR i4 �T ROOF RAFTERS TO MINIMLM 2"RIME BEAM 5-16d BOX 03 J")0-1957 OR ASPHALT/FIBERGLASS SHINGLES 112" GYP. ' 7-[dad COMMON(s N'X0.162');OR TOe NAIL NO. 80 'p 6c"Re i a-Ie7d BOX(!a"X0.118"Jl OR ROOFING FELT � I ADD NEW 1/2" GYP. BD. & R-19 5.0'XO.OX M"V. DA"SEP ANCHOR WITH 2 16 ICO �' 1/2" CDX PLYWD. ' WALLlrl1'IEpMEhTT1 'T1-1 2X12 LEDGER BOLTED TO I BATT INSUL. @ EXT. WALLS. lad COMMON C3K"X0.167') 24'OL.FAGS NAIL p ,.,r,� � HOUSE FRAMING 6 STUD TO STUD NOT AT BRACED WALL PAM-5) IDd(5'Xo.ON fbOR � NO. ICJ HOOP 5O� FLOOR ADDITION NEW EXISTING WFLOORING I6 O.G FACE MI1L 2X8 @ 16" OC RAFTERS @ 1ST I I EXISTING 3/4" SUBFL. wxomv)WAJLS 5A5W ANS hdTH 2 16 12 11-7/8" TJI 360 FL. JOISTS @ 12" OC EXIST. FL FRAMING EX T. FL. F MING X8 @ 16" OC CEIL. JOISTS 16dBox(aA'%0.I55)iOR I r�I I" NEW 3-1-3/4"x9-1/2" LVL HEADER BEYOND EXIST. BEAM & POSTS 'R STUD To STUD AND AEUTTITdG 5TLt75 AT INTEfR5EGT1NfS WALL 'S",8{0781'NAILS 12"OL.PACs"NAIL CORNERS(Ar BRALr�WALL PASMI-V I6d COMMON(3K"X0.162') 16"0.6,PAGE NAL m vrma1010"'•'f"•''"-'"'mr"'� V TECO CEIL JOIST & �onarRam-necOr<axralasa+oOn. ,i.,t, INCH L■JA9 SC"eRELN FL. JOISTS TO NEW 16d COMMON('375"X0.162.7 16"O.G.EAGw EveE FACE NAIL No. as AA+A En TO PL TE CG r�fvxitT. ASIr� TI1 Ij 1� I�7 5-1/4"x18" 2.OE PARALAM l'�+� NEW 2X4@16"OC WALL 10 EULT-UP ItAPM(2'TO 2"W,4V R WITH)5'$PAC-PJ 44 Box 012'X0,155") 121140.e..EAe H EDGE FACE MAIL INCH LioMENT I IN5,i'N W/ 1/2" GYP. BD. BOTH SIDES EXIST. COVERED PORCH 5--6d BOX(2 Xi'xo113"J,ORWon } ADD NEW COLUMNS AND 11 CONTINJCU5 He,Apm To 5TU0 45d G014119DN(2 K"X0.1'51'):OR TOE NAIL 4101 BOX(+510.125 HARDIPLANK SIDING DECKING. 1, m415 TA5LM IS 5A5ED ON I6O MFO ULTIMATE NEW KITCHEN NEW LAUNDRY RM. NEW PWD. RM NEW HALLWAY. NEW If`i EXIST. LIV. RM. POST Cigt:Gro 'mocn 51 o 613-a/* �y,Rr�, TYVEK HOUSE WRAP ADD ANCHORS & STRAPPING 166 Gc>4 MON O N X0.162'7 w"oz.PAGE NAIL nrnateQft NT f,To■�MO AL04T erases+ IPE51�1 K[SIP.•' 5P 12 AND KD A 55 P�OOT MEAN F.00� S ftI-Wvlpra;0%OFMMATI6ED 1/2" PLYWD. SHEATHING STAIRS I TO EXIST. FRAMING TO MEET TO" IOdBOXfb"X0.126%OR As l•etaw.iPAcne■ts:e�cimunar6 11IE1t k'}Ta 2X6 @ 16" OC STUD WALL EXISTING 2X4 WALL op CURRENT CODE. IZ 12"oz.FACE NAL ADD NEW 1/2" GYP.BD. 9^Xv.131•)MALS < �sy'►A�yr�S,TMER f fSHA.L.L INSTALL=7,A,°1"`1�'P 5INO 112" GYP. BD. @ INTERIOR 6-Ibd COMMON(3�'X0.162')F OR WCORATIy43oft" y '•X^"f LJ�LL, 5 GOP THE�Y.I1,�C�7C�7O'' TRLI' TURAL PANEL. R-19 BATT INSUL. BOTH SIDES DOUBLE nor PLATE SPLICE FOR SOC's WITH 5L'19MIC 12-Wd BOX(815'Xo.l�"7;OR 4■4 I ` '`%.' 1=A5TENER5 �5HALL M U C.ATEO NOT LM5 VAN 12-Iod BOX(9•)O0.126%OR FAce NAIL ON EACH SIDE OF „ NEW FLOORING EAFAaW WALL LII+E 5PAGINe 4 25' rr f .�ti 12-9"x0.191"NAILS END JOINT fMINI1EA 24"LAP ING.rF i Mt THE EDtSL THE PANEL. { 3/4" PLYWD. SUBFL. SPLICE LEN51H EACH 510E Or ,,� ♦��+•f��1�y�, NEW FIN. FL. TO ALIGN IS L'Im.IOINT) H~Acnr�BT ,r<, L'^,,, AIS"IVM1 5I"1A,LL PENETRATE t"IE �I-I Tl"1 2X10@ 16" OC FL. JOISTS W/ EXIST. DOLM-E TOR'FI..ATE SPLICE WrWs ro,11,OR 5,All, 12-16d 1%8" 0.ID5') e r r,,° °"r• � �IE?R' W,+�L f:,Q'V1='1@IfiJ6' fAIITi'} AN EMBEDMENT R-30 BATT INSUL. 98"1.60 WN.L uN1:SFAGINS t�' M25A oR APrRQVW9MWALOV AT ff�vty B&W ,, 1-ENtFi # NOT LESSTHJAN 2 INCHES 1N1"( T$'IEE - - - 16d COMMON('515"X0.162'1 Ib"oz.FACE NAIL 1D°�Doy„yT� r, ` `wao.cgNe EWILDIN15 FRAME. FASTENERS 5+4A L. EE WC.ATED EXIST. 6X6 GIRDER EXIST. 6X6 GIRDER 14 EK7TTOFrP1ATETUJOINT,RIM JOIST,UAW JOIST OR I6dBOX0611X0.1351),OR yes rsa+y++•xca,oeeo�srofey }�Q"{i"�rC,,,E55 Ty}�}A,Nn�',�y'"+�A ICS Ht-=5 pM�OM THE I!V6r- OF 71-C ADD NEW 2-1-3/4"x 11-7/8" LVL GIRDER ADD NEW 2-1-3/4"x 11-7/8" LVL GIRDER BLOCKING(NOT AT BRACED WALL PALS) 5^X0.191')NAILS 12"O&.FACE NAL 'fa nr�tAet GORMSRNi RhTANce GGING� L.'rR-�rRw+'f•. i/I'���'I'wT . PLL f K•a MR ALL nes+ 'y 5-16dBOX(5Ya'XO.I55'1;OR 5MACH 16.Of..I-AGENAIL d. IOANEL-5 AATTACHCP TO MASONRY OR NEW 2-1-3/4"x11-1 2" LVL GIRDER ON EXIST. CERAMIC BLOCK EXIST. CERAMIC BLOCK EILTTTOM FLATS Til JOINT.RIM J015T,oANP J015T OR 2-16d COMMON(812"X0762')i OR 2 EACH 16"O.G.PAGE NAIL " NEW 3" DIA STEEL OLS ON 18"x 18"x8" FOUNDATION WALL FOUNDATION WALLS 15 MoGKIN35(A7 BRACED WALL PANELS) 4-9'X0.15i"NAL9 4EACH 16"oz.FAGS NAZI rosTONNEGTOAP P�MOUMt V. -Wa- ronr c�'wwrncniepe erl"WN �A /1 AI�+1�T4.Lr�+�i �+TT�4.. 077 ATirwc� V�lal�' etw�fsT�cor ra�MoasKo.eGa�-v� sM nECA*#41!rT0KyM-Cft N,.006--,yr POUR. CONC. FTGS. NEW 3" DIA STEEL COL. aR AMPOVED EaWALEW 66rALLM a■Arrwo+m 6MIYAffIr 00TALM V115RATN N-RM15TANT ANCHORS HA`�PIN(S AfAI 4-6d BOX f2 "XO.II5'h OR Ad FM oWWAr.TML59IWMATI" AS PeawwAxAc*IwrsSFW0`rA�.Ti0N& Yr SUPPORT 6X6 & EW LVL ON T P PLAT F ON 18"x18"x8" FTG. 3-Ad BOX(3)2'xo.135')rOR OA7!llRri.u�.clow �� U1..TIMATE INI'17HORAAWAL. C�APJAGITY OF NOT 1.-E S NEW 8" POUR. CO FOUNDATION WALL 46d COMMON f2K"X0.181');OR TOE NAIL ON 16"x8" POUR. INC. FTG. TYP. NEW 5-1/2" DIA. TESL COL. T NEW 4-IOd BOX('1•X0.170"Ji OR (' fgu�+sAeE swarAcn1l�eY SMI•'60q emONs-`TIE "�•}THAN 1 1,/ Pi�.�+L1I1I1.+'. 16 TOP OR=rrrOM PLATE TO SNP 4S'x 0.1351 NALS ~i 1 I-'9;anw.naa OR OS�A JMT a �T 24"x24"x12" CONC. FTG. aplww.Saftft NEW CELLAR EXIST. CELLAR 5-16d BOX(5 Jj"XO.175%ORNAIL I J vmx"e■AveKK 2-166 OR GGR4FMON(3 ri"XO.I67')i 9-I0d BOX M"90,120");OR - 5-51X0.01"NAILS I ? •. 3-197d@OX(5"X0.128"11 OR NEW 4 POUR. C SLAB 1 OI i I 11 TOR MATes,LAPS AT CORNERS AND IKTEQSEGTIOFLS 7 ?•-IM COMON M X%4.162'),OR FACE NAIL I , .. 59190.161"NAILS I 5-Dd BOX 2 'X0.115"11 OR ,..a 2-6d COMMON f2Y,"X0,1151');OR 1 I y 16' 1'BRAGS TO EACH STIED AND PLATE 2-I0d BOX M%0.128•')i OR FACE NAIL COLUMN STRAPPING DETAIL 7SrAMFSl%' .. SECTION # 1 � 2-6d CM OMON(2)Y"x0.P3I•),0R t 5 . 16 . 18 1 /4"= V-0" 11 1•x 6'SI-EWAR N&TO EACH WAN& 2-IOd roX(8'X0.170"1.OR FADE NAIL 2 5TA I:5,r'G wvft 16go,J 74"LOMP3 3-641 130X 'x0.119",OR 5-66 COMMON(`114"X0.191"J;OR 5-1041 BOX(5"X0,126");OR --------------------------------- a 5TAPL.e5,I'Y.KOWK 169aJ 5711'LONS 20 1•X O"AND WIDER SHEATHINS TO EACH BEARIN95 WIDER THAN 1'X 6' PAGE NAIL . 46d BOX(2 J..Xo_113%OR 8-bid COMMON(2 X"X0.151"1:OR . 5-[Lad BOX M'x0.1215");OR - - - KIRRIGAIE ANCHORS MANJFAcTUREv ey 4 STAPLES.1"GRONi{169&J "LONE 6I"_X*5TMON6-T"!wmer_tal9 MOO&W.H2-%A FL.om WALL.STUDS i♦Is,D.G. OR ARTROVTD ECAWALINr AT EVERY 46d eox(7 3"X0.1191):OR RAPIER TO PLA'E GONeFTION 30714 slues 100 71 JOIST 187 SII),TOF PLATE OR GIRDER 5-10d GOMI=IION(275"X0.191'7;OR TOE NAL Do NOr A6J611 N"STt1D5 3-IOd 60X(5"XO.IZ6'7;OR 8 9'X0.181"NA15 16 Aa.COR.STRAP'PINIS MANIPAC t"M 6d BOX(2 A'XW159 4'oz.Toe NAL BY SIMPSON STRO46-TIE C 2MUMORS BAND MCT7R No.C6t6 OR APPROV®EOW VAL Nr sMP50R1 slRaN6-TIC GLWiGTOR 27 PLATE JOIST, API�LIGATIOM ALW)ST OR BLOCKIKS TO SILL OR TOP IOd BOX XO:2')j ORII'7:OR 6'Of..TOE NAL wnz 70 5e u5eo STUD 5"X0.191'NAILS RAFTER ALICl6 WTN STA bd DOX OK 2-6d COMMON X .R3 191'),OR e+aTT>aa4 PLA IMLs TMS INGC TM AA t 23 I'X 6'SI.MFLOOR ORI TO EA 1.10167 5-IOd BOX(Wx0.126"7;OR FADE NAIL RIM7041ST• TOTAL OP POUR 1Niv 1 1 STAPLES,I"GRoHK I69o.J 7"LO1•!9 0 , [Rom 24 s"Sl1BPL00R TD JDI3T OR 980618 3-166 BOX 0 Jg7tO.l3s'7,OR Dau9t a BLIND AND FAGS NAIL TOP PLA ; �� I ATTIC 2-16d COT•1140N CO N"90.161') 25 2"PLANKSM- a BEAM-FLOOR 9 ROOF) 5-16d BOX(612'X0.155");OR AT EACH MAR",FACE NAIL 2-1ed COMMON(3!2xo 167) -4nty TLATE TIE'S MAttIPAGTURID BY sMP30N ' dUd �� STRONG-TIE OONtGGTOM M Oft No.R"-'P4 5-16d ' .16219OR APPInZYM E WVALIW AT EVERY 57W X11 Iie 16 ;BAND OK RIM J0157 TO J015T 410 DOX(8"X0.17&'7:OR M"�R)OGT TO PLAM COM15 �' * AW&4 W M STUD / // c7f01 i RAFTERS 00 Nor 48'X0.181"NNL5,0R E�C7 NAL 2ND FL. 4-5-X 1493.STAPLC5,I'GROYVN 20d C0144014(4")6O.In29,OR 32'O6.AT TOP Aid?SUrrOMST .. +! AND 9'TAGdBRl:D + UR7s e 16'O.G. mss. 16' OR 74"O.G.FADE NAIL AT TOP 50X "X0.2 IOL fm )< AND BOTTOM 5TA66eRM GN 36 do.COIL ST10,10"i MANJFAGTWRED DEL �NALB I < 21 6UILr4JP sIRDER5 AND 5EM15,2-[NCIH LLMMM LAY l'M 8"X0,191'NAILS OPP051M 51= By 3MP50N STRt7Ns-TSE GONNiGTCRS .. AND- MONo.0616 OR APPROVW 1*.dlIVALENr �gTRAll"No TO ae INTO MATES 2-20d COMMON f4"X0.147').OR FAGe NAIL AT E1Qa':+AND INSTALLED A5 PER MMt)PAC1UReS 41 5-1041 @OX(8X0,110'71 OR AT EACH SPLICE SR'CIPIGATIONS AND NYS CODE ed kMA 5-mIxo IDI"NAILS WALL 51111175 6 t6`OL. WW STUDS I 4-I6d Box(a Ji'X0.135')pR 211 LEDIsI'R STRIP,uPPORTINB JOISTS r.R RA1'1iR9 B-led C X4MON 0X"X0.10111,OR AT EACH J015T OR RATRR, FLOOR STR��!IPPIId1� �i,.1 AIL - _ � � � (� � 1 ST FL. 4-lod BOX(51X )0 120",OR FACE NAIL I 4-9'90-131 NAL@ ROOF STRAPPINF DETAIL - - - 2r BKOOING TO J015T 2-IOd M,,Xo.120") EACH END,TOE NAL Wicov 57mrTURAL FANEL56 5LIDFLOOR,ROOF AHD INTE'RIOK WALL 5FHEATHIK9 70 MAMINS AND FARTICI.E BOARD WALL 5HEATNNO TO FRAMING[SPE TABLE R6079f%FOR WOOD 57MZTUKAL PAWL EXTERIOR WALL 54EATWKS TO HALL FRAMIN51 9O "- ' and COMMON(112 XO I I'Jf[AIL( L OC1R YYALL) 6 12F USE arrsON Z+TAx OR HDa""ID-110" 3MDN 1 �,,,.I• and GOMNAIL(2 JS"x0751') 6 128 FOR tHcr RIESISTo� I WYA"U#1159k �"',t ''LE ' ..4'.1. � AI BARRIER �e+�tP' INSULATION I` TALLA"` 0NI I[Jd COMMON(9'7(0.146"7 NA11.K OR 6 12 WALL STL096 is•OG, 151 1 "-14" 6d(2)2'X0.151')DEFORMED NAIL OTHER WALL SHL•ATHINs CELLAR i I a1I�4 I it..► I iT 3 '13 CRITERIA NCS TE: .�a"�,�,.�. 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RESIDENTIAL COVE. d 140,'GALVANIZED ROOFING NAIL STAPLE Yr gy PLATE- w a 'R5 •THE FUEL (5A5 'SYSTE'M9 SHALL BE INSTALLED IN AC".CORDANCE WITH THE R.EGUIREMENT5 CSF CHAPTER 24 OF THE Sus 96'OYMM*r-AT14 N6. eALVAN1727,I W sG V-k S%TYPE W OR S T ' ,�pa•y � ANa ILL 'F" DE C`OR AN �. �''4+w" �C:15 LNT�RNATI'r�NA.L R��It�I�NTIA.L CODE. � �. WOOD STRLR57RMAL F S cOMSINATION 9UBFLOOK R1NDEf II�YMEHT TO PRAMINs ry r- `- M. _ :H_� PLUMBING RISER DIAGRAM M �Ki'AND Uma bdd GOTMP'10N(31)6"XXO.I I*)NAIL OK 6 12 UNCTION 07 TOP PLATE BM T"VLL*I' INSULATM I y� Od COMMON(1'X0.151')NAIL,OK 6 12 TtRAPFtN6 7178@ AN:;l' ;..1J"A, I .I� L: T I '� MAT ". .IAL 'r' 4F I il'Y 90 715 -I ad=FORMfs3(2 X X0.120')NAIL FLd.R,IR INSTALLED A6 PER MANUFACTURES lad (M")O 146")NAII.t OR 6 12 e�L PLJ► sPEG,FtGAt1GWs AND Nr9 cooE I'�~ CONSTRUCTION NOTES GENERAL NOTES sm 11i"-I A,, 3sd WJE C2 J5'xrs.l2cr'J'NAIL TERMITE SHE J'f I6 On.STRAP'TIES 114ANPACTLRID 91'SR•fPSON STRONiD-TIE GOHIiGTO}L'i t.w• y#� �,�5 SHALL f �,,yr ,yam q i,�e FOR SI.1111th■2594 mm,I Farak.304b mm,I MILE PER HOUR.0..441 mhi I ksl•6.0431- n ItC.RIIDAnG1i Na.C616 OR A"%OVN'1 MoIVAL914T. RIM JOIST T ,I[R JOIST 1�>:�i.� I1�) x■,I6d�'�TI i"Ift"7L+.� � 1. All work shall conform to the requirements of the Residental Code of New York STRAP W A w.vE SIL LAT AT rxt TT!crura T A R. BARRIER. INSULATED g g Artt�wea�ufaeRsfu.PLAT;:ATFaufmwnaN. s �"" 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. rade. State, Count and Town Department Regulations, UtilityCompany requirements and a.NAILS ARE SMO0T1i-GQMMdN,BOX OR DEFORM®SHANKS EIfCEPf'WHERE+OTHI?RWISE 97"760.NAILS USED FOR FRAMING AND sIaEATFIM6 Y P 9 p Y q L.OMNIZTICMSHALLHAVEMINIMLMAV'E'RAGEBCNDflJ6YIELDSTRE45THSASaWj*N,GorrMIMR-_HANKDIAMrreROF0-142IWH(so6 � I r"srL.r9t'A(R)rt6n.A'rEMAJIJFAGTUi�D � �,1y��}� � y �9 J4. N� l:��F +��1;,p R �r1� ,q �,� l4,I�ll 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. best trade practises. I LAP RESIDENCE COMMON NAL),40 K51 FOR SFWNIr DIAL 1ETER5 LARN,ER THAr4 0.647 INeH BUT NOT t ARSt'R THAN O.l7i INCH,AM7 100 KSI FOR SHANK BY s STRONG-TIE GONEGTORS MODE[ Na. r"L (I I�CL.6ALe/I1'MC7 I AI i'�u Id.+€"� I 5 i AL L MAINTAIN INTA 16`i MA#Tl`' P 04AWTERSOF0.142INGHORLEss• Li"ORAPFRa�mutVALMT 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. 2• Before commencing work the Contractor shall file all documents required by the` o.5TAFLES A1RE 16 i9A W_HIR)=AND HAVE A MINIMM 1/16-INCH OK DIAM 7LIK GROAN WIDTH. _-!� � : AT .ANY � ��" "�,"�" I�"u"i ""�"`�"'� copper termite sheild. 2230 MILL LANE a.NAILS SF1At1 BE SPACED AT NOT TNORE'11+"x6 INCHES ON cevTL-R AT Al.l s6JAPORrs HJR SPANS ARE 46 INGFEs oRSFtEAT13i. Xxi2'HPOKIe's A$1c+M&X.T Building Department, pay all fees required by local agencies and obtain all required d.FOLK-fOOrBY6FOCJT OR410OTBY4FOOTPANEL55HALL Afi"LIEaVERT1GALLY. 'i�`O`O� I ' I "I 1. I +► Or- ' ���.. , 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance permits. e.5PAGINS OF FA5TE'NDR5 NOT INCILbeD IN THIS TABLE 5HALL Ce DA51 P ON TAHLI!8600.5 W. � -w T MSN daM M"a INTO GOWA-VIE R.WHERE'TFE ULTIMATE DMI"HIND SPEED Is 150 MPH OR LESS,NAILS FOR ATTACHING Yk70v STRUCTURAL PANEL ROOF SHEAT44INS TO -WITHIN 6-17"OF EACH END OF PLATE c with the New York State Building Code and manufacturers specifications. ' 6A5LE 1V WALL FRAMINO SHALL.M 5FAGED 6 INGHM ON CENTER K-C RE THE A. TIMA7E V1=51AN WIND 5F=0 15 ORM471M THAN 190 MFH, �()UN�ATION 5'�'I�AFFINIS DETAIL �p.�� y,�; +�. ���/� 3. The Contractor shall visit the site and verify all dimensions and the existing M ATT I T U C K N . NAILS FOR ArrA661INC PAWL ROOF'SHEATHIN&TO MEI'V WDIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON CENTER FOR MMMJM 48 INC � � CS=.ACE "LLS � `" EAVR 1'i'7 It`b IN Nva F I N SPALLBE 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed conditions affecting the work prior to construction. Any discrepancies which would Y. V45TANCZ I=RROM WDOM eAVE5 AND 6ASLE ENP WALL%NO 4 IN+H ON CENTPR TO ONAX END WALL IPP.AMKO 51'PSUWr SHP.�IHINF SHALL CONFORM To ASTM G 15401 AND SHALL Be INSTALLED IN ACCORDANCE KITH 5A 765.FIBERBOARD'9FEATHIN45 � " Up on by an engineer and certificates shall be issued statin same. ca1NFORwrTOAsmGao6 I�AFFLIM5 ONLY T �� �« �R�1�t���..�' ATTAC«�i � interfere with the satisfactory completetion of the work described herein shall be 6. Unless otherwise noted all framing and structural woo components shall be k SPACING.OF#-ASTENER3 ON FLOOR SHEATHIN6 EDSES APPLIES To PAINT-ROSES SPP0'RTED BY PRAMTIB MENER.'RS AND RIMUIR ED '�,y � reported t0 the architect Or property owner. DO not start work until such conditions) BLOCKING AND AT fLOOR Pf'RIHETER5 ONLY,SPAGIN6 OF FA5TEWRS ON ROOF SHEATHN6 PANEL 617565 APPLIES TO PANEL y6 �� i � �,.+" �I� Cs " TO ° .�� SPACE:- #2 or better Douglas Fir. SUPPORTED BY rWAMIN9 MENEBRS AND ICOUIRED BLOGQW15.BLOCKING OF ROOF OR FLOOR 5HGAT141NG PANG.TOMS MRPPNDIGULAR 70 Ir.75'"/"S`<.+/'i�.� THE FRAMINS tMEMf3ER5NEW NOT BE FIRoVIDED EXZ-EPT As REWIREU BY OTHER PROVISIONS OF THIS CODE.FLOOR PERI►•E-rER SMALL BE KITH A 'LASS I VAPOR ; I' LL,@. Ir ►rir : ''q'Rei■+"' 7. All framing techniques and methods shall be as prescriptive design based on have been examined and a course of action mutually agreed upon. Failure to notify sum-oRTEDSY FRAMINGMEtMseR5ORSOLID15LQzQN0. 1@s MITI. AF&P Wood Frame Construction Manual for One and two FamilyDwellings (WFCM) the owner or architect of unsatisfactory conditions will be construed as an acceptance WHERECiN RAFTER�15 F AND Tce NAL PAS MOM e"ILLNO[JOS 701 TOP FLA-M IN� � KP4 TH15 5C�Lt.TDE Se TOAD tNNL1�a6 IDI �° IR301.2.1.1 g of the conditions to properly perform the required work. THE ainpeMT8 SIDE OP THE RATER SHALL NOT Be RESUIRED. Or as specified in SECTION OI 'T SI'IA.r'-`TS, I TILIT*" 8. All building envelope components shall comply with Chapter 6 of the Energy 4. All work is to conform to the drawings and specifications of the architect and TnoN PENETRATIONS, ANOrLZ Conservation Code of the State of New York. engineer consultants. 5. The Contractor is to maintain a complete and up to date set of plans on the v ' -. . SNI .I- 9. Fireblocking shall be provided in all wood framed construction in accordance J g ry with NYS Code R 602.8 to form an effective fire barrier between stories and job site at all times NOTES 5/a"®x12"STEEL ANCHOR ��• ITNIOAI: 6. The drawings are not to be scaled under any circumstances. i BOLTS AT S'-O' O,C MAX between the top story and roof space. TO BE SCALED 10. Protective panels shall be provided for lazed openings in accordance with 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures MIN EhiB1:1?MENT OF'T" p p g including storage and toilet facilities,protection of existing work to remain,access to NYS code 8301.2.1.2 if they are required. work area, hours of permitted work,availability of water and electric power and all I6'A � S ARA�+tAT'ION I AIR SEAL B " - "'�+I 11. All portions of the new structure are designed to comply with local geographic � '.. :. other conditions and restrictions for this particular location In order to execute the " and climatic In the follow) mac criteria as sng table. work in a careful and orderly manner with the least possible disturbance to the public. t !�IOITI 8. The Contractor shall m ke the neccesar arran ements to utilities and services ' �� 5 :. GEOGRAPHIC & CLIMATE DESIGN CRITERIA Y g � � T#'1 J"'4dI'*e TI °IT 'i 1 temporarily disconnected while performing the work as required. I A a:xc: GROUND SNOW LOAD 45 ps 1 9. The Contractor shall provide all dimensions and cut-outs for other trades. A103 a CRYKALL■ RAT,"k "i```• WIND SPEED 130 MPH 10. The Contractor shall provide proper shoring and bracing for all remaining structure •..4 c. „ ,,. ,AC FC-645TER � SEISMIC DESIGN CATATGORY g prior to removal of existing structure. S 0 i. WEATHERING SEVERE 1 1. Plumbing, electrical, HVAC and similar work shall be performed by licensed ermits draftin @x editin 130079 FMET1ZATt ' ! FROST LINE DEPTH 36" persons who shall arrange for and obtain all required inspections.The General ENVELOPE TO _ TERMITE THREAT MODERATE TO HEAVY Contractor shall be responsible for scheduling all other inspections as required. � ,.�„ PETAL „�. �� TO SUR DECAY SLIGHT TO MODERATE 12. The Contractor is solely responsible for construction safety and shall hold the ! PO BOX 49 WINTER DESIGN TEMPERATURE 11 owner and architect harmless from litigation arising out of the Contractor's failure to JOAN CHAMBERS - NY 11971 "� 6 631-2931-29 4-4241 FLOOD HAZARD AS NOTED provide construction safety means and methods. - 19 - - __ - ---- -- ---_ lfoaj 11-01!__ EXIST. 33x63 ..-,.,,.,.- .. . - _:. ADDITION .'\ / REPL. W/ WDH 2852 \ _ F54„ ---6'-52,. -104,.__7 /\...5+6�,L 9�AF+\ -- =- \,\ I , .......... ­­­­ \\\�\ - I? _..-.._..-_1-................ 12 . . 11-1--l....- LINE OF NEW PORCH ROOF __1111_m .. . /�\y\\ AGO+s�\ .1.111_. u). _ _ LINE OF EXIST. PORCH ROOF / /EXIST. Y WINDO BELOW\' ``�` - -- - ® o .._...._....... 1111.__.._ ® ti ® o 1. - L?, / / , �"': \ r............_..-_ -- -- - - - - ee _ ,.- = = -- -"- - - - - - - - - - - - - - - - / / -..: \\.� \' - 11.11. -- _11_ _11- .....,... z 1J❑ �" IP 8s J❑. �. __11_____11_. ___._.__.............. _____.. ._. ...._ ____.____.______._____.._________-..__._.__..___._. ______..__._-__111.1_...__ __.___-_1111__. /� _.` \\\ __1111.._Z _.......__.- __. __._. 1111 c' ¢p ... ... .......... Z_.._ _ ._._..- .1...1 I ,; .. ..11.11.. 1111..1111....-. ' . ..- ___ . .,_.%._ ,,, ... "� .. 1..1..11 -.. ,.,. .. ..... 111.,,_.1-,.". .. .. _1111.._ _ r_,.-_- :-{--:,; - - - - - :\ - --.--.i _ __. 1_1_11. 1111 .. - 1111 _..._ ... - 11.11 ..... ._ .. -..w Ud w @ RAIL TO CODE / ... _ _. _1111 1 \\___......_..-._--__...-- -. .. _ _ . _111__1_._. _.............. _.. __...._._... ....__....__........-_._...._..._...._.._.......___. .._.........._.__._... .. _.._ ... ._ -..II -- _ _._. _1111. _.I 1 I' '."::,. .....,.._. ........................................ 111_1_ -. - 1111._._ 1111.. .._ _1111... _..."j'.: _.._ i I: EX IS 3x63�� .-.. 1111 ._. -_1111. .. .. .. ........ ........._....... ...... .. .. - .. .-. .. .. .. .... .... ._.- - - - - - - - -..- ------" - ----- -.. -._..------------- - - - - - - - - - - 1 ,! !I ....._..........._.__.... .. _. 1111 .................. _. - -"--..._.._..... . 1111..-. I ;, ; i.:_. -"-' I ''----- ---------'-'--- - ---- -----.11_11-------.._._ .._.. -------.__---.., .. ..._1111_.. ._....._..111_1_. ................. 1_111_._.. O I ' ! I i „ ---- - -- --. -. _ - - 11.1 1. _ 11.11-11.11... _............. 111.1...- -- - I 6 1 ! `I i I 1 I - ---_ ...-----------------------1__111..----" ----RAIL TO CODE ----- -... __----1111_------------------------ EXIST. BEAM _---- ------------_111_1__ I ij! - -- - --.._. _-'-------' ---- -'-'--------'-'---_1111,. ! :, _ _.I i m m ( _.,_,.._.......... I - - - - - - - - - - - - _.............. _1111.. _.............. ..,. .......... _ I RE 84 I I - -1111 -- , _._......._ _.._..............._---.......:-_. _ 11.11. .-:.-.........._... . .........._ r.: !' -- ------ -----------------------------------------------_---------...__........,._11__11_.._-_.. .._........__.._ .. _11___11..---- _._ _..._............._....._.....__._...__......__...__._............_...... - 1111. ... . NEW 2-2X12 ROOF GIRDER STRAPPED TO NEW 8" DIA. STRUCTURAL w n j _ I li I .. 1111.._._........ ELEC. SERVICE EXIST. ROOF GIRDER STRAPPED TO NEW 8" DIA. STRUCTURAL . I ± " 'I f : 1. _1111. 1 ______-----_11_-1._._..___..._._.._...._.-111_1.. I ._..........---...._.._........_.......... ....._ _1111. O _... j: :! ( I --- _..........................___......_ . .__- _.._._1111... _.. ._. ._. _. I - - -- -- - _- i I i F- .�, .. ............... ..........__....._..._...._..................._ 1111.. .. ,. 1,;: ; ..._..,._,..,_,.,_"............................----.___._.....,._........_..._......_....._..._... ._. ..._.... ._.. .. 1111._. 1111. . .-.. , . --- :; .- 1111. 1111-. _... ..................-.___. .. __._..---,.,__"_- -' --'_-' .._-.._..._ _._ ._. 1111.__.... ........._.__.........._.....__........._._......__.._......... 1111.. _ - -- - -------......._..__ .._.._...-------.-1111..-----------. 1111. 11____1.1. tr j I _ 1111 _.. --"- -- 11.11_ . .._.. �. m._...1.. _ __.....FI�RGLASS COLS FASTENED TO DECK FRAMING BELOW_.._........_..__......_..._LL.0 ;I ,; 11 _��..._......__._.._.._._____..__... ___..__________________r":r- :.. "j ! ± 1 -,.. - ._.ABOVE.. _.,__._ .....FIBERGLASS COLS FASTENED TO DECK FRAMING BELOW TVP._.__.__._...1_-_11_1-....._......_._..__.-__. ; _ ._.._ _1111 - ----._-_1.1__11. _. -__ ___1.1__1__1.__._.---_........ __..----_-.- .__.. _.. _.-.------___ _1111- -- I ! I \ ¢ f . I I -- --- - ----- --------- E a a ! ------ ........................_.._.._...__......___......_.._...__....... .-_........_.......... ....... -.. ._...._... .... ... ........m -1111.. .......... . -...... ..-.. ! I' NEW ROOF OVER COVERED PORCH BELOW 11 J _1111 .. .................... .......... 1111_..._.._.___.____.._......_...-1111.-.. .._._- .___1111.__ I i \ - I ! ( I i :, I _ --_ ____ - 1, ao 6° I r °° ..-.--. ---_1111._ .... . .. . ................ - ____ c - f' 1 I I I, !i ...r..:.:.::::::.:..: - -- ... _ --- - ...-- - .._. __....._..__.._.. - -- M N \ N "EXIST. ROOF OVER PORCH BELOW" -- !I Ij jI 1 _........._._..- __1111_._ ._ ....-------.....-...._.........__...._._......._...__ ! -- - ---- - 1_1.11. -- - - _................ -- __... ..................LL .,L....__. ...._....__........ ...._.........._......_......._ .._ . . . .. .._ _................_...........................__..__....__......_. I --------.__ _-.--------------.-_.---........__.------- -....... ..- --"- "-- -111 _1.-- -1117-------'--- ""-------- -'o co - II, 1 . _.. 1111 .. „ I II \�� O U c �' ! : ! ( it i ' - .-_ __:,-, x - _ I _ . , . .. I I I Ili _.........._.__........... 2 _... -_.___._......................_...._.......... __..._,1::_.__ ....,....:.....,._.:. --__._._._... _1111. 1111._1111.__.._............... _ _.._......_.._____._.........._1.111._-_111_1..._ I � y _-_..__...__........._........................ +\0 _1111 . . .. _ 1111. 1111 .. _ _ 1111.. .. 1111. . _.._..__._ I ,' .' ::..- " - 1 � z � i jIi I , : \ / O U (D. .._ i : ! i; I; .i _ _. ..._.1711. ❑ ❑ ... 1111 ._ ... .. 1111 ..1111 ...111. 1 .._. .. .. ... -. .. ;I .._ -1111.1111 _1111.._1111._ ._....__............_....-_.........._1111_11.11.__... ._ , 1 ' .,- ,.,. _1111.._ __... 1111._1.11 1................_......... ......._ 1111-__11_11.-1111.._....__......__... 1111..._...__.. . A __11_11_.._11.11............... ...._.. .._ , ...---_._...._..__.._.__._1111.... _ _.__..-.. / :I 3 � � ; I I t! . I O 1111..._ 1711 1111.. I li : . ...--'---........__ 1111_...__..._.....__ 1111............. .. v , 1111... .. .. _ _.. -,..r- \ I \.r 1111._::::": _._,.,=- - - 1111.. - ... - I: _ .......................................1111_........_. .......... ............_. ..- 1111............_......_......_...... \. 9 ( ;( III .. ........... ... . a ( .. .. .. X 11777711_-__._......._....__.. ..- ._ _11_11 ... .,. . __... ......... ... ........-----_.._ i _.__..__1111.1111....... ........_......... ---7777--- --' --'-'--..-77"77-'-"--`7777--- -7777--. .- _ ._. - ---� -- -.._. 7111 __. . U - -- --"--__._.__ _. ...___1111-------"--------------------..__....----------------------------�--------7777._..._....___._...----.._._ I I I 1111_,__............ .. _... ._.___..-------...__._ ----7777-- 7.1177777--.__.._7111.. _ .. � m 'i ! �j p i I i ! !II I II ! (n� LL m�- 'I I I i,) l i ._-. _.._."__, -"............._...... .........._..__.._..__„---_.._-.__.- . .__... .+o------ ------------- ------ -- ; iI a I , I ! \ - --- - - - ----.._...._... - _1111 - ----- - -- - -- - I I: : I F ! ! !±; :; !I :j x 7111... 2X 6 OC ROOF RAFTERS 1, -- .., - \ __... _. .._.. ... J SITTING RU/STORAGE ""'"'""'-_" . g - ------------111-1117..._....-----7777--..._...__._...---- ...-_____ ...._..... --- -----------7777-- - i I L. _.,..... ._............................._.._...,.,............_...... ..._ . . w i I I C; -..... ... . _ . . _.. . 7111 iI( - .. ADDITION W W... I I 1 i 2 16 OC CEIL. JOISTS-____ .\ ._ __- -_ __ ... @ _. .. .. / O : ; : : ;. ............ ......... _ --- --.. ... . ...- ------------------------ ---------------------------------------------.. I' o -_ JOISTS-----0000 Lb A K ; I : I 1: I, 77 77 -7777 - - - 7777 - - - - - - - - - - - - - - - - - OCf€� J C S-BETWEEN WINDOWS Ga ; ! ': I. ! ;' I m m :w::/``_: :... .11 1 ._ I i ! I ;j {Ii j _--..-,.._-._...._.._.-__-1_____111._._. ..... .. .... ._...__......__............._.. 1.1.11_ .. , i I i : . I I -"- _'.NEW__ CX_145 EGRESS "' NEW_ CX 145 EGRL�SS NEW CX145 EGRESS' Oi _............_............_ .. _ -...._........_........___.._11_1__1._._-__._1__111.._-__._.._....._ m I . ; : ! !I i i ! I - -- -"------------------, .,_-- - 7111..___ .. _. _ I , TRIPLE' A (O , : I; - -- - - - - - :I li I .. � .. .. .71_11 1111. _ ........ : CKS @ EA. END x m I : . , . ._. . _ __ -- -- !i _.._...__. ...._.. - -........._7 ..„_.. 1111. .... .. ................. _ _ _.. . .... ......... . - _. ...__._...__ .- ,.. / : . I ! !i I - W/ SIM DH GRILLE-------------,-1111.__._.7711_ W/ SIM DH GRIL W/ S M...DH GRILLE !' i i! I N N Q I I 0 ; WDH 2852....., WDH 2 52......._... WDH I _ i 8 2852 WDH 2852 _1.111. __._..... .. 1111. I! 2'- "x4'7 /8" RO . i I , I , : ; , ....2'-8"x4'-5-3/8" RO......__......._..._ _.2'-8"x4'-5-3/8" RO . 8 5-3 ! II : :: I 1 o ; t i E 'i! 'i !' W i' I I I '! Ili I` 2-1-3/4"x11-7 8 HEADER TYP, g EXIST. 33x63 r , I ! ; ; . ! ! ! 1-3/4"x11-7/8" LVL HEADER TYP. I I o ; 1 I p / ; II! NEW J : ' ' : : I ± ±;! i ii I; I 6 REPL. W/WDH 2852 I : i :. I; I I ' I 'I ;' iI i \ IP ;I. I - - I ;: i . , : I , . . I' I : I I ,2;. 73„ 2' I ,, CELLAR 7 22 �L Q 7-22 O ADD NEW FAUX POSTS & j 1 I ! " I Il! I! !I I! I i 4 4' \ o I / I j�':, i j I I P;�t DOOR I X I I I I h i :I x / ` ;11, I i, i O r I w c\ N 1/2 WALLS TO MATCH EXIST. I it i' : Ii I I, I w ! I I m ( I I li l I : 11 0 I r I j I I i 8' 0., -0" i I, ;i !I i? I: \ / C7 i' I i 1 I 1 l i I'I I I I I (i ji I w I ( i I ;; "+ \ / Z I! iII ;i' I 1 i s �I 0 ! - I I, Q i it N > x I I 'I I I' I: 1 ==r J 1. I j I w ! N O OTE- 'l.� i' In ¢ I it; i \ I ! i I ±! I � I I �I' . Q �I I I I I II !I ! i w I' 1 Iii 1 li! I I TI A BEDR M I ' EXIS NG HOUSE H S 3 00 S ¢ � ,II LL I I i J N I I i o '1, O ) F}(( LL! i II : CC LC ±i ( ! fIN ! it I Q ENTRY . I I' B R M 1 w I 1l J d l O I 1 1 I I I IIi I; I j, , i! ! I PROPOSED HOUSE HAS 3 ED 00 S ! I ; i ( I: I m J i! I In I! a I'I IIi ! ;' 2x8 ROOF RAFTERS @ 16" OC I w N m i i i` ! ! ""\` I O III ❑ 1'-Il ch I 1 1 i I l i m BEDROOM #2 v i I Z Yi I I' I,; l i' I U ,i I I li �I' N I' I 7777- - - -� I I N � J 1 li• I 2x8 CEIL. JOISTS @ 16" OC 4 1 0"x6'-8" D u o I ;; - I I i i; i I I I l !I i 7777 - I. I; (' 3 m x= ( I I , I I! I;I LI \ I / - C7 x= is I w co - � wI I i1. i1' ;i ! l z m❑ m !' If I I!; t I L V X m 1 I ' I 11 2. J S a ! 11 X ! is S I S O \ I'I ;I; \ U! i W x I LL l N !'' + � I II iil O O I o l iII. I I` I p i I II o � rn� o ; + v 0 O a ij I 3 8, - c. i ( ( j;J ii i! I 'O I o X I i I: , Ii; .m 6 x \ �. i !i : i w w ADD W 3-1-3/4"x9-1/2" LVL J w J i iII 'w iil i!: R M #1 8' wJ II ! ; 1 I I fIN (V CLOSET m LL a \I ; I ® ! I m I, ! ;, a BED 00 ti I l u) LL !' ±I I Z ; i I (: I:! I J I ! w �! i i I u 2-1-3/4"x7-1/7" FL HEADER w J M - a w X O 0 LD i 1 Z i > I m J i I � i ill I i _ I I! _ II w I t o I o ww i i o i ! J - - - - - it REMO XIST. WALL x i I j i� U ! 1 , 3 O -L ___ -� X Z W 1 ! I! ! ;N I w N I! I I I m __ N I i :H Y - - - - ❑! W 1; i I 'l - - - - p - - I I - II ;❑ � LL � � ; ❑ i! I ! Ii N � ± :± ❑ Q N II !I I I I'! a - - 3' 0" 3' 0" Lu I x 4" 1 " T I CEILING JOISTS 1 p REM V ❑ 1 / x9 /2 J CEL G JO S S 6"OC I ± I ----�- O E 3 r i. @ I l I, 0 H � �� I to , Y 4' "x I F - a i iii 0 8" B OLD .•� O I i'I l! '.I j D. 1 Ii oo ;li a I" II _ I I EXIST. - j I ! i; i� � w - I x I LL RE-USE TUB Z i II I I i � !J ;w- � J W Ii II - w DN. RI I x¢ 11 7 8" TJI 360 FL. O CHIMNEY ❑ ± i N m O _. ____ _.__ _ _i�tiI i i ii -_ !I0 I: Oy� i` I! o: I:I o II I 7777- -- - - - - -I7�- T 1 F__' �_ J 1 1 I I i - - - - - +-OLosEr- ctosEr �i iI I' \� Ii ( 2-1 3/4"x11 7/8" RIDGE TO ALIGN W/ EXIST. n I; `� i 8' MA i" r1 ❑ 1 I N (... _ Q it m a I : I li I , o N ; I N v r( v ± I i 11 \ O 1-4-- __7777- 1: i! i I' ii ! - � I II I I: (: i i I !' o 't I O w - - I i w� O 6`4c6'-8" I y I I W I �} ( .J ! i, t �I': . LAUNDRY RM Il.-.-" U I I i m I' I i � 1 a ; i i i .I , I it ±> ! t- F 1= ,1i Ij! 1 EXIST. BEAM ON i ! I I I I i 0 i'( w ¢ J I I l i I - - - - I I I; I !: I Z w m ii I I {i - - - 7777 - - III =� !! ® ® I II I I LL ❑ { _ - - - - - - - Y X P T N HAN I' - - - - I I EX ST. 6 6 OSS O C GES +-N I C7 �.� 'I 3 W.C. N I 1 0 Z U f I. - - - I O X Lu W Ia n I > !I D Z N 1 3' 0" II..._. � i II I I� ! i a � N I I �ro i `¢ I' "w 0 x I` il: 1 z I' I' ( I I I I l � I i ii (D I ®i ATH #2 3 i B ¢ 1 O 1 N - a w N j O I ! z O x r'w (; I I REMOVE EXIST. WALLS I ; ! I I i LL = a x I J� I' J 11 i > C) : ! 1 I N i LL i I I! ❑ a } x! = I 0 l 11 7/8' TJI 360 JOIST a 'f w M .m ! ! ! ! O ! ` I I li i i I. I ! > I I ; I F- lbZbCZ'lEl 3 I �❑ ! 11 I ! W 1 ! ! 1 1 z ii ! LL y t"� I !! !, i.! lj I'! o I 1 OwUco 0 m 0 F_ II (11-- 12" OC I ': @ I I U I r \ i I i ! it 0 7 ;❑ it I h' � � LL m 3 z z I o i I �❑ O � I I: POWDER RM. + m - - - U ( ! ! i! - ¢ SIN J ul X _` j U ! i i --___.. _ C� ¢ O X r \ !! 1 . PANTRY - - O x ! I: i I i - <+ �'' /I _ i w n p - m a - - i O I I O w I ! t ; loo / w i a a a I I : i ! ! 6 x LL I e I � : ; ' 11 : ' I _.. I \= I LL a I w; ( ;) , I i ( II _ .\ �G, _ ! w I I 1 1 I. I J - ' 3'-4 ¢ w , I I :! I I I ! I i I' z x3 if') ¢ i N) ' P m z ao z o : , : I : ! I i I .I 1"I:... h w F BEDROOM #3 �>;w i i:i I �4J ► Q W w 0 LL ! ! 1 ; : ! ! ' ' IQ I API VEDASN II CI !. Z ► I ; ±I 0 OTED I �</ - „ O a LL J ; ! I ; ! I - i ( !;; r 36 48 C7 I Ii1 J - -O LAV. J z @OJ LL I 1 1 : ! ! ? ❑ z; ! I , ! ii t� z LFII¢ ! : N n P LL O O I 1 ::". O SH R w - [�'w P II x\ / I ® I i I i �; !!! q 1111... ! l J QI= �± iIj :I i1i _ \e ! ! ! I a DAT ; .... w I l �/ � j m: 1 B P. fes! ! !III (D BATH #1 O U { 1: I I I I I �\ L N N iII II € I; \ o I ! I U 1 I i' I; I II iI : I i x -�- ° I i ! i I ! w Y !! ! it __"_ "....r_:_1111_--E., X I ! I ti rIN z I FEE d III II w I I ql / I LL ! ii ! ' : --71.71. ! I - I ± a } 11 } u) u) w: ! I BY: ;!; i I I x i t a I ; , i O Ii EXIST. LOCATION N O \ _ I S C O ❑i F ±- x X i l l I I S w S jl ; . I I - . I F I I I ! 1117--__.._._.____.---7.17.1- .____-___--7111 II I INS B4D2434 1D1534 DISHw24 B1D1534' B4 2434 O W W VERIFY ON SITE I ! ; I I ; I t I ; I NOTIFY BUILDING DEPAR NT : 'I , - I I @ 1 I I � Q ; I , . , ! Q. ! AT -6" o' -6" is I _ : i , ; ❑ 1 .I I ,._,.-------------.. _..---- we we I I wl w _ 3„ 6 1 ! , : wF ± A Y( + II; I1! 765 1802 P �! TO FM FO -/ - o o I- - ❑ c7 ❑ 4 ! : ; , ! I ! R !I' WINDO I i I f Ii IIi '...___..,,_-,.-.,_..,.__.._..._....-_._ ±' -} I 4 i . . : ILL ❑ THE :: .......- -.._ O I I I I ( ii' I ! l -) - l- - ¢ ¢ EXIST. 3x63 I I ! i I : ! ' ; LL w: I I _._..__._......_.-........._._. 0 L� VEIRIFY ON S7E i I j ;f! _1___11_1_ i 1 W WI REMOVE EXIST. WALL ; i 1 ; : I : ' a FOLLOWING INSPE ' I' ........." ____.._ __._.....-._ __..[_.- \ 1I' ! ! I I !! I i:I !I ,;;- L �,�`!� L W 1 vfa3s wz43 _I o o - 1- ! w2a3s = _ - - - _ _ REPL. W/ DH 2852 I i ¢ w 1 V,Kl11�• 1-3/4"x11-7/8" L L HEADER TYP. f j' i E) it - - �` 1, _ - .. " . - 1:11 .. ,>.. \a ;\... I) I :; 'Ii - - - - - - - ��; FOUNDA; �N I - !1 1'I REQUIRED 3-1-3/4"x1 -7/8" -- -- - !II 1 I I I a: ................... .. .. 1111. . .. 1111. .. :r 1 I ' ! HE \ ± : , : i , , LL, 1 }"" 1 NEW WDH 2846 NEW W H 2846 NEW W 2876::' i I: !i, TRIPLE JACK STUDS @ / -' ! : w D COMLETE NEW CX 145 EGRESS -""-"""" ""-"- FOR POURE 1 I I .,-"-,- i�, _:-='-- 71._11 I \. : : 99 f 4LI EA. SIDE OF OPENING TYP. : : I : . : ; J. ! }- - - - - - - -I EQUAL EQUAL i ' := i t" W/ SIM. DH. GRILLE' ('II !1 ! I I ' :I NE OF ROOF 2. ROUGH '- FRAl.4` ! : ; I ; , I I : 1 : - M f I: . -... 1.., .,. .,- -1.,.,,,.",,., _,"...... ............. ... ..... .. ' 314 M - - - - - -- - - - - - - - -- 7777 - - 7777 - - - - - �NDIi zIl3 z-Wna 20.32- \. I o PLU GING - -:- i ! •=1- - - - _ - - - - = I Ij ( '! O w / ! O. ;. ; : B�c4-5 3�8=f40= ! I !1 111. F i. I ; 1L O 2ND LO01 I ...._ - - 22-1/8 x O \ ; w 13. INSULATION 1 I I i ! '! :, ,- ! / -----__--1 ; I : ' , 1 0 1n: I :.. I : I i !:! 1111.._. _ 1117--- _ 1111._ ._._.......... ... .. ... .. ... 1111. .. ... ... ; I !i i I i ! q_ R U ..---777 --.--_------------------------------------------------------------ U. . VERIFY ON ITE I i i - _ 11.11. 7777---- - - --------------- 3 7/8 O ❑ / \: , I ( ! 1 0 i ! _ : I! ?.: ; II ' -{" - - - i I -------------111.1-_--__------. _-- I 4. FINAL CONSTR 7111- " ; LL g! I I tJC' �E1 MUST w I � W / ---------------------------------------...,--------......._­.­_.­.­1.,.,------------------- --- I I , BE `! `T ;i I ! 1n � / �. I , i I 1 COMPLETE 11i ,A• I I : J ...1111.,,-11111.11 .1.1 11 1 1 11 _ i i i O I / Q -"-------- -- n w: : ( I ) _.. _1111 .. o i •I J _, O° .._...............--__......_..._,-_-----.___._.._....-........_,.-.,._.,.,.--.._..___..,__,.,_..,_......---....__._-...._11_._...1___1,_-.,_._ : xm` : 1 `! _____. ,-11__11-._._ .,. __. _.-...,..,.......__•.._,,. !I i '1I: , p U / +s w LL I ALL CONSTRUCTION .'MALL MEET THE P3.ACAR02:3a R_qU'� T�� ECOND FLOOR PLAN i FIRST FLOOR PLAN ..11.11................. ,, , I _-.11 ____. _ _.- . ___._-.___w_..__ .. ._,___.._.._____.__ _. 8.. I i _.,--_..,..,__.11.1.___1.-111.1,._---1111.11.111111.1.......... . ..................................... .............. . . . REQUIREMENTS OFTH .CODES OF NEW = - I I' I ! \ : , , . I REO 4.3 0.18 1/4., 1, 0.. (; : ! :.-:_:.OI ,,,.,.,.,.-111.1,.____,:___-:_-- . ::_ --11 .- .._. : _.............. .... ...... ..... . I EXIST ROOF OVER PORCH BELOW I !i , , I I: 4.25.18 1/4 = 1 -G I 1,. ............. . 111.1 \. : YORK STATE. NOT RE^PONSIBLE FC+R ...- . - _...____11_ ._........ ._. _1111--........_....... __........_...._._ _1111 ; zo 1- __ . _ 1111_.._...._.. ...-__.._ ._.._.._....._.. 1 1 RAIL TO CODE_._..__ _. 1 : w�,.�.".:...... ......._.,.�..-..�..M...,..".M...�__..--W....,..,__,:....:.,,..-.:.,:.._....,»»......"......._..............»-,»...»u,»:,...,.„,»,».,.,,w.»"1111.. �,.,,...,.»...,..,.., .......:..,.....,. REV. 5.12. 18 /1-/ 2 _- -- ----- __ _ DE IGN OR CONSTREI . 1 I __ I S T1�V ERRORS RICA _1111_1._._. _ ISI . - - , - - - - - - 7777- - - - / _ ----------- - - -- _ ----.I- - _........ ..111--- - ----_--- ELECT - L li I :1111 �- -- -- --- 7777 --- -_ _ NEW WINDOW -O _1111 - '__ "a" , - - - . ,,. _ . ,.._',,::.n: .. , 1.11:1.,:,,:: 1_-----,.1..111--1 „ / 33 x 66 LINE OF EXIST. PORCH ROOF ." Hw LL \ INSPECTION REQUIRED PLUMBING, I 11 �I 7 .- __-- -----_ __. _1111--------------- --------_____-_._ 1177--7777-- _.----.1_____111...__._ _,-----7777--- 7777. _ -_7777---7777-7777----- - - - - -- - - - - �- - - - ® - ALL PLUTASi�dG�sdASTE s'-o" °....._........_.._.z a .. _.. _1111... _ &,WATER LINES NEED CO!l�:�LY WITH .L �,pCES OF TEs71t�?a �EFARE CO��vRING NEW YORK " , r WN C ODES �S REQUIRED AN® NDITIONS OF EXISTING FLOOR PLANS VERIFY INTEGRITY OF EXIST. PORCH GIRDER. IF COMPROMISED REPLACE WITH: v "` =` NEW 2-2X12 ACQ DECK GIRDER TO BE FASTENED TO AND BEAR DIRECTLY ON POSTS ` „ /� _ NEW 2-2X12 ACQ DECK GIRDER TO BE FASTENED TO AND BEAR DIRECTLY ON VERIFY INTEGRITY OF EXIST. FOUNDATION IF COMPROMISED REPLACE WITH: U ' // \\ NEW 4X4 ACQ POSTS ANCHORED TO 10" DIA CONC PIERS ON 22"x8" FTGS. NEW 4X4 ACQ POSTS ANCHORED TO 10" DIA CONIC PIERS ON 22"x8" FTGS. " / -- -- - - -- - -- - - ������w r 1.. Iw.Y Mi.vv1 I �1 i� U _ 1 1 1 - - -101,- - - o - - - - 7 --102 - - - - - -1021 Y, . . Lv ' 52„ 54„ _52" 4 � �\ I / �_ - - - - f -11 - - - - -� 7777 - 2 N - - - 7777 - - - - 7777 - - - - - � - - - - `_ - - - - - - - - - - - - - - - - - - - - - -s- - - - 777777 77 -7777 -- n ` Jill / T / `� J/ ELEC. sERvcE - - - - \ J/ u) 0 o J/ t\ r (/ UCCUP`ti �"� �� CLAPS RESIDENCE DESIGN LOADS ( LIVE LOADS LBS PER SO. FT. 1 r o ELEC. . o ABOVE EI - - - - -"-- m - - - - wo 1 o m I j ' � �` „( [ �t; `, �' 2230 MILL LANE EXTERIOR BALCONIES 60 w : `) X � I I V'I�'�IOJ C z- T,� KATE = 2.-Sa. 2 3 D-, MATTITUCK N .Y. DECKS 40 @ w ¢ @x D , I , I N EXIST 6X6 GIRDER ON 4X4 POSTS W - I I r OI �/GCUPj' ; ,V t ATTICS WITHOUT STORAGE 10 NEW 2X12 ACQ LEDGER BOLTED TO HOUSE FRAME W/LEDGER DIA EPDXY COATED FASTENERS ® ® I ( EXISTING: SINGLE FAMILY RESIDENCE ATTICS WITH STORAGE 20 - - VERIFY THAT EXIST. LEDGER IS ADEQUATE AND REPLACE STAGGERED AT 16" OC MIN. TECO DECK JOISTS TO LEDGER NEW FOU±DATION WALL TO ALIGN W/ EXIST. AS NOTED. EXIST. FOUNDATION WALL & FTG. 1� L ` ,'j - - - __ -______=_--___== == - - 7777 ROOFS (GROUND SNOW LOAD ) 20 I _ I / f 3ERCF" II SCTM# 1000- 107- 10-9 LL 1 � n' {�, TEN RE - N ROOMS OTHER THAN SLEEPING 30 I I- - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I ! REMOVE EXIST'BILCO DOOR o J N \ �I/ �f i •"iD `��' _.'_ - - I SIZE 'C' BILCO DOO 1X I IX '� 7'-6" E., tr-jCATEp o cc�JPAI - - _ _ �I ZONE AC 2 7.3 8 ACRES STAIRS 40 I (VERIFY s!zE w/ OWN )I" L_ -- 77 7 7- - - " Mui I I C p, t'f I : 11 II GUARDRAILS 200 2X8 @ 16" OC DECK JOISTS _ t ! I-- -- -- - - - �- L - 7777 - - I�� ¢z OI 1 w - .i .'R USI-- I r. . x I W 1 r-I� I C%• I II 11 m � � M o PROPOSED: I- --- ---""- 7777 --- --"- --"- --" l NOTE: NEW FINISHED FLOOR ABOVE MUST ALIGN W/ EXIST. FLOORS Q NOTE: ALL EXIST. FLOOR JOISTS & SILLS TO BE EXAMINED FOR I LL m n Ejx„ri -'-� ��1 ° ! u s 0-1 ' VERIFY THIS DIMENSION PRIOR To SETTING FOUNDATION HEIGHT � x a ( I I REMOVE PLASTER C, ALL INTERIOR WALLS ON 1ST & 2ND I w SPLITS & DAMAGE AND NEW JOISTS ADDED AS NEEDED I ❑ L_ -- _11- - - -I I- _ '-0" zp � F_ z I I -- L_ -s_ _ _ _ -_, __ -_ FLOORS & ADD NEW INSUL. AND GYP. BD. a o w 21'-0" o i x w � ~ � I RETAIN STCRP:^ ``,! TE. ry ` err REPLACE ALL EXIST. SINGLE PANE, WOOD FRAME WINDOWS Z EXIST. GIRDER T) REMAIN AND ADD NEW EXIST. GIRDER TO REMAIN AND ADD NEW } w U U � w I I ADDITION x C7 J w / FlRSLANT TO G 'AF_ • W/ NEW AS PER PLgNS O 3-1-3/4"x11-7/f' LVL ON NEW 3" DIA. 3-1/2"x5-1/4" LVL ON NEW 3" DIA. 0 ❑ LL ¢ w : - ± I -'i -v EXISTING SECOND FLOOR PLAN I 1 STEEL COLS TO 18"x18"z8" CONS. FTGS STEEL COLS TO 18"x18"x8" CONS. FTGS w � ❑ J N ` 3.10.18 1/8" - V-0" CONSTRUCTION ONE STORY AND TWO STORY ADDITIONS ON . GL I a Q ❑ Q LL N / OF THE TOWN CGDE. _ -- _ ____ -cf) I J I _ ___ ___ __. -_ _. _ -_ _-_ __ ❑ : I u) NEW 2-1-3/4"x11-t/2" LVL GIRDER oN X Q - - -' � D z I-I ! EAST SIDE OF HOUSE AND NEW ENTRY ADDITION ON NORTH. LL T--(- --- - - - U n O I I a O NEW 3" DIA STEEL COLS ON 18"x18"x8" - - - -- -, - r , N -- - - - - r= - - - _ __0___ -U w� � ❑ o co I I I I POUR. CONS. FTGS. T z ° o - - 1 \ o a Q c5 W I I I ( REMOVE 1 10 SQ. F I. OF EXIST. 1 STORY ON EAST. I � � - -I � - - - - - I -'- - -i 1 ❑ @ 7777 - � - - - - � Y � O0LL EQUAL-EQUAL p O LL p I l d I B1tower do®T REPAIR AND REPLACE EXIST. PORCH FRAMING AND SURFACE I - a - - - I I - 4 4 - - - - - - Lt_ -1 L J L _ J � 2 o p ❑ � o ON 475 SQ. FT. CO'✓ERED PORCH. ROOFS TO REMAIN. REMOVE EXIST ¢ 1 L J L J I _ O LL w o O I I 1 and ductwork 1., 1 1 � 1(V CHIMNEY X o LLU � _a j ( INTERIOR RENOVATIONS TO INCLUDE RELOCATING 1ST FL. -5- -5-" -5-" ! testing required.@ 4 4 4 O LINE OF EXIST. WALL & � Be`Jj I � � H w ¢ � ❑ I ( L11Ted. z c) 71 ' STAIRS To BE REMOVED : - ( X I ❑ LL z : I ! POWDER ROOM, NEW KITCHEN,NEW STAIRCASE TO 2ND FL. wl - - - _ - L _ _ _ _ _ _ ___ I I o SUPPORT 6X6 & NEW LVL (.',N[T7 of=�__ _1 c�, `� - ( (DI o w = 0 0 0 / I I1 11 & ADDING NEW BATHROOM @ 2ND FL. FOUNDATION PLAN ! z W L- - - - - _ _ ! i NEW s-vz" DIA. STEEL CO_ To NEw g I X LL I z c D o l -� INSTALL NEW GAS-FIRED HEATING SYSTEM. z I I I @ 24"x24"x12" CONC. FTG.7 I J I w oa ❑ U O Ir O w \ L--1 �ggnval5 ! l ( ; -l---REMOVE EXIST. CRAWLSPACE FOUNDATIONS I I I- - - vl 0 J I F- ¢ LL ❑ LL ¢ P,ljust - ff I Q o Z LL ° I I lye pTo�d� � NEW ELECTRIC WIRING AND FIXTURES INCLUDING SMOKE I I I rn - - - - -I I- _ _ _ _ - _ Z II Z c W Y w Q I I PeT DET. AND CO2 DET. TO MEET CURRENT CODE. I , _tY _ _ _ ? � o wo LLww � D,IandSrz ST FLOOR PLAN I I IJ' X I- - J - - - 11 ! Q ❑ Q I 1 �lyS Ene* ;S'Code ADD NEW COVERED PORCH @SOUTH-EAST. m m ADD NEW 2-1-3/4"x 11-7/8" LVL GIR ER a w m 1 I I cwi ! ml �I ADD NEW 2-1-3/4"x 5-1/4" LVL HEADEf�-1 ( (I ADD NEW 2-1-3/4"x 5-1/4" LVL HEADER D ! JU � u - a 1 I 11 ;_�. l - - - -� F: W N _W Q I I 2ND FLOOR PLAN ❑ w LJ 1 f I~: ! I ~ INw ZNZ � I ! I I Iw; W I N (D LL N u- a 1191 It!"ii 8 2`5 ez. EXIST. 1ST FLOOR 886.3 SQ.FT. 1 I Q I I ._,exterior ug 1 ` I I I \ I I z ' L ' z / %tci a�r.d or DEMO. @ EXIST. 1ST FL, 1 10 SQ.FT. - - - - - - -- - - - - - - - - -rvE - --- ----- --- --__-- - -----d---- ----_ `n'--urJrT -- -- - - It1S . t,�"Cojjf cr - EXIST. 2ND F L 656 SQ.FT. __ __ _ __ __ 1 EXIST. I + e• EXIST. FOUNDATION WALL FTG. ACCESS � Crede"• L.. - - - _ - _ - - - - _ _ - _ _ _ _ _ _ _ J � f✓I rePa ,�,.�►v,�"^Z Ll EXIST. COVERED PORCH 476 SQ.FT I - - - - - - EW FOUNDATION WALL TO ALIGN W/ EXIST. ( • I 1 ! ' I_ I I to ��Q�s!n O e LINE OF WINDOW BUMP-OUT ABOVE -1 THIS WALL TO ALIGN W/ EXIST 2X8 @ 16" OC FL JOISTS I o I I ,•��e PROPOSED 1ST FL (W/ ADDITION) 1205 SQ.FT. P')RCH ROOF FRAMING I ! w (VERIFY LOCATION ON SITE) I I ! Y NOTE: EXISTING PORCH ROOF FRAMING TO REMAIN I j -I� PROPOSED 2ND FL (W/ ADDITION) 945 SQ.FT. I NEW CRAWLSPACE I - U G DECK STRUCTURE, DECKING & SUPPORT COLS. c? ress o z WILL BE REPLACED As NEEDED I I PROPOSED NEW COVERED PORCH 145 SQ.FT, pF NE FOUNDATION PLAN I . , '""11, I 8" POUR. CONC. WALL ON I I ° o I I �� �oE_/�I\ 101 ! 16"x8" POUR. CONS. FTG. I 1 A 4.2 7.18 1/4" = V-0. I ± i I w - I I V-4. •_1,� IT-6j- 8 a ' 1 ) s� REV. 5.12.18ART ' ' - - - - J I w --- , 4 �- .. �11'', Vq W 1 OF 3 �� I VENT - I- - -N- - - - / L _ _ _ - _ _ _ / A 101 FOUNDATION, 1ST & 2NDA s draftingexpediting - \ - - - - - - - - - 00- � _ _ - _ _ _ _ - - - - - \�` 1 EXISTING FIRST FLOOR PLAN A 10 2 EXTERIOR ELEVATIONS F S'-0" _- _ 7'-101" - - - -7-10-" _ __ _ _� 3.10.18 vs = 1.0 Q/0 p ? PO BOX 49 =� _ NEw ADDITION 2 ROFESS� � JOAN CHAMBERS SOUTHOLD NY 11971 A 103 SECTIONS & NOTES 631-294-4241 II TABLE R602.5(1) R301.2.2. PR,CiT'EC.TIHGPI OF GyPENMS. GXTERT4')R 6T.AZIhtHS 1#V f?U#LDINE.fi LOCATED lh1 NEW ASPHALT/FIBERGLASS SHINGLES I=ASTEKIN5 SCHEDULE Nfl MEW,*'REOICINS SHALL. M PROTECTED Y'4INPBORNE PMRJS. ROOF FELT I DESCRIPTION Or EI IN6 ELEMENTS IU'MBER AND <Hp,G 5PAGM&AND LOCATION ISLAZE17 OPENINIa FRHOT�GTION,FOR WI Ot T�T3 5 5RALL NEE''THE 1 E 2-1CDX PLYWD. SHEATHING �FASTt NEW 2-1-3/4"x11-7/8" RIDGE TO ALIGN W/ EXIST. ROOF REOUIR)NIE .At� q^�15 MMS OF TLMISSILE TEST OF ASTM E IAND ASTM E IbM AS HURRICANE AWAIORS MANUFACT1JRED BY MODIFIED IN SECTION 501.212.t.6ARRA6E DOM O1'MINS PROTECTION FOR 4-6d BOX(2 7aO.113 J OK SIMPSON STR WIS-Te GONNWGTORS BLAGKINS BErWEEK CEILING 4PI575 OR RAFTERS !I COMMON(2)5"X0.191"j)ORIINo.Ls�rl�lo aR WBORNE DEi3RIa "5HALL.MEET'THE R OUIREMENTS OF AN IMP AC � T- 15TING EXISTI RIDGE & RAFT S TO TOP P.A,rr 9-104 BOX(2A'xo.lad');OR TOE NAIL ECIUAVALENT AT EVERY RAPT®R Til RHDtSr:° iNSTANDARD OR ANSI/WASMA IS, (SPE TABLE Bt"LON 5 5'X0,151"NAILS C:OMECTjON MHE9+f RAFTERS DO NOTALISIN E>0CLITlOI : NEVATTIC @ ADE(TION 4-6d BOX(2 J"x17.119')OR HJMCANE A0404ORS MANJFAGTi RED BY KDOD S✓T TtF_AL PANELS P41'1 14,fit THCA04MJ 07 NOT 1.05-5 THAN 'Xo IV4+1 AND A 2X8 RAFTE 3S @ 6. O 5-bd GUMIo 1 Cr J5"x0.131");OR $IMPSON STRONIS-rE C4X�IBGTOR'S 2 CEILING JOISTS TO TOP PLATE PER JOIST,TOE NAIL SPAN OF NJT MORE 74AN 8 FEET SF"IALI- #3E FERM117TED FOR N[N�7iT"t."]N.. 3-I0d BOX(9 A'x0.1289:OR M017E1 No.L5TA24 OR APPROVE 91 NAILS 11SWtVALENT AT EVERY RAFTER TO RIpELC PA FI-6 5HALL IE PTa.E'GUT ANTI A7TAG7-L712 TO TFE FRAAMII40 r. JRfROtMfN5 TIC 2X6 @ 16OCG BLE LL F MING CADtfeCTION104194 RAFTERS ALJe9N CIPET11N'16 CONTAININdRS TT'M PROIPLICT A171`I THE (BLAZE©OPtNIN 5.PANELS SHALL TSE 2X4 @ ts' OC P RTITIO I TO FDGE E I TING A IC CEILING JOIST NOT ATTAGdEQ TO PARALLEL RAFTER, 4-106 BOX(Cf'x0.113•)OR PREDRILLED AS RECURED FOR THE ANC+MA6E MET140D AND SHALL IE SECURED B LAPS aVIE R PARTITIONS[we 5"Von►R502,211.1,RIII 5-16d GOMMCON(5)fi"XOJ&2");OR PACE NAIL and Table 880961(4n 4d7co.151"NAJLS H11111-4 THE!ATTACHMENT+FA1�lAtZE PRa7Al117�7_ ATTPHI� t`tT'3 SHALL BE t7�Ifit�C7 TO RESIST THE C'OMPONET AND CLAPPING LOAFS PE'TET 41NEV IN AGGORPANGE WITH CEILING JOIST ATTACHED TO PARALLEL RAFrE¢ EIT'I- TAN..'!RS01.2M OR A's..JO -T WIT4 THE PPf:M{+ATAtI 4. 0R:R0SION+1-R.ESI5TANT 4 (HEIS JOINT), TABLE RJ5029.0r) PAGE NAIL ATTAGfIMT?'NT 14ARDWARE PROVIDED AND ANCH " PMS tMTAI,EMTLY INSTALLED ON THE" 3/4 PLY" . SUB L. ISTING " PLAN FLOORI ["o SeGtlOrt 8809'.3.1,RD09.93 and Tdaie 8502,5.1('r)] R-3 BAT INSUL T�)ITPIN5. ATTACWENT IN AC. ,ORPAWe KTH TABLE 8,'501.2,12 15 MITTED FOR 4-I0d Sox(5'x012&")OR ADD R 21 BAT INSUL ca LAR TIE To RAFTER FAGS NAIL OR I Ys°X E!.►ILS7IP165 W17tF A MEAN t IE16d IT 4�s FST OR 1-�J 71'IE ULTIMATE 1-3/4"x9-1/2" Til CEILING JOISTS @ 16"OC B COLLL�STRAP TO RAFTER �° 9-lod COMMON(3 A X0.1481);OR FADE NAIL EM.H RAFTER 4-s'Xa.lal"NAILS tSt6ht�+tlC«ID QED, IS 180 MI'H C LES. 3-16d WX NAIL5(a 1'x0,135")OR 2 TOE NAILSON ONE SIDC TABLE 12.W1.2.11.2- NitvscmNE oEmR15 PRoTEC.TICIQ FASI"mNe, ADD NEW 2-2X8 HEADER & NEW CEIL. TO ALIGN W/ EXIST. I i ADD NEW 2-2X8 HEADER & 6 RAFTER OR RDOP TPL)M TO PLATi" 3-10d COMMON NAILS C3'Xv.IAL'J;OR AND I TOE NAIL ON OPPOSITE DOUBLE JACK STUDS DOUBLE JACK STUDS @EXIST. 4106 BOX(5.7w.12e°),OR src7E of>:AGH RAFTER OR SCHEDULE FOR Y'VIrJ"t^,JC? 5TfZ3.10TURAL PANELS 4-3'XO.I3I"NAI1_5 7var-al ��^"''{ � PETAL �} I WINDOW OPENINGS IV 51 I APPINC7 PETA � �A�T�1� �AGIi� NEW AW281 WINDOW 4-Ibd(.7 i"xa1s9'}aR NEW BEDROOM NEW BATHRM. NEW NEW REMOVE EXIST. PARTITION WALL 5-Iod COMMON W90.146%OK 7M NAIL FASTENM TYPE 4 FRO" 6 FOOT HALLWAY STAIRCASE I�- 4-IOd WX M1XO.I2V7,aR PANEL r s y { i't°AT+IEI_ 5f'AN vI PAI+IEL- 5}�AN EXISTING PARTITION - ADD NEW I I TO EXPAND EXIST. BEDROOMS 4D'X0.191"NAILS NEW 2X6 @ 16" OC STUD WALL T 1ROOF RAP ERS TO R1D'a>=,VALLEY E HIP RAFTERS OR <4 FOOT <_6 1"'(�OT � b FOOT R-19 BATT INSUL. 112" GYP. BD. EXISTING PARTITION - ADD NEW ROOF Pw ^TO MINIT4I.M 2"RIDGE REAM 9_I6d BOX(e j"Xa.195'j OR p r`��� p� # 2-I6dC4144ON(5A"XD.1629;OR TOP NAIL NO, G+' 7TtirC?P �f K..W ASPHALT/FIBERGLASS SHINGLES 1/2" GYP. BD. I I NG FELT rADD NEW 1/2" GYP. BD. & R-19 gO�wt�I���J=� BA�p KTH 2 I�7 IO � ROOFICDX PLYWD. `J WALL IN(:-eH ELSE "ENT LEN07I4 2X12 LEDGER BOLTED TO 1 BATT INSUL. @ EXT. WALLS. led COMMON(3)4"X0162,) 24.or.PALE NAIL HOUSE FRAMING I I NEW 3/4" WOOD FLOORING ON 6 STUD TO SILO NOT AT BRACED WALL PANELS) loaf(3'X0.126%OR NO. IO P400P 5C4RZY'1 2x8 @ 16" OC RAFTERS @ 1ST LA EXISTING 3/4" SUBFL. 16"O.C.FACE NAIL FLOOR ADDITION 3"x0131')NAILS E3A5W ANC+IOR WITH 2 16 I: � EXIST. FL FRAMING EX T. FL. F MING i 11-7/8" TJI 360 FL. JOISTS @ 12" OC ' 6d WX(5A"X0.I53%aR INCH EMP LENT L�T1-I X8 @ 16" OC CEIL. JOISTS. STIP TO 5TLP ANP A@UTTIN6 5TLt75 AT INTLTiNS WALL 12"OL.PACE NAILX EXIST. BEAM & POSTS 4 CzRNEa5(AT ERACEbWALLPANELS) 3"X0,131'WAILS TECO CEIL JOISTS & rNEW1-3/4"x9-1/2" LVL HEADER BEYOND 16d GOMMO.(S)rj"X0.162•j 16"O.G.FACE NAIL HLOWC.H!ANGIORS NNH;FACTt"1EO er51 WRO46-r&GOW�TCRS gyros. .4 IT"�.+H LAD 502'I�,IN FL. JOISTS TO NEW 166 COMMON 19 A"X0.162') Ib"o.G,.EAc,H Eve FActc NAIL. N°"!"°R AoWAFMK To MA GOtlFL l' 1 ASI � TH I;�j [115I� 5-11/4"x18" 2.0E PARALAM lO 9U LT-JF HEADER(I To 2"W-AMR.r4l)4 WACZR Ibd Box O JVxww,1 12"Of_EACH EDGE FACE NAILNEW 2X4@ 1 6"OC WALL INCH EMBEDMENT LEI%*Tt W/ 1/2" GYP. BD. S_bd BOX M A•XO_II5"J;OR 4 6d cOMMCJ4d(2K"X0.131•),OR TOE NAIL RGOP BOTH SIDES EXIST. COVERED PORCH II 4:OTHTNJOL15 REAPER TO STUD 4-I06 WX(5'x0125^ ADD NEW COLUMNS AND C]" TH15 TABLE IS $A5W ON 180 T`''iPH ULTIMATE HARDIPLANK SIDING DECKING. POMC HAN11!'MMM . .W-2 N NEW KITCHEN NEW LAUNDRY RM. NEW PWD. RM NEW HALLWAY. NEW IN EXIST. LIV. RM. 166 COMr4aN LSA"X0.162') 16"OG.PACE NAIL l3TRON6ORAPPROYMB MMM IT aTAW". TYVEK HOUSE WRAP ADD ANCHORS & STRAPPING S A MAMPA4MMS LEln IMTAW" DEIGN wpND 5P P AND A 53 TOOT MEAN Rd�JO'� ASPe4NAH<nACTutEssPEUPunoNs 2X6 PLYWD. SHEATHING EXISTING 2X4 WALL STAIRS j TO EXIST. FRAMING TO MEET 12 TOP PLATE To TOP PLATTE IOd BOX(5"X0.128')p OR 1'EEI AaF1T. 2X6 @ 16" OC STUD WALL 3"Xo 131')NAILS 12"az"FACE NJVL co CURRENT CODE. s 117. I~ASTEhIET� SHALL BE 1NSTAL.LED ATC3PfsNa'SINS 1/2" GYP. BD. @ INTERIOR ADD NEW 1/2" GYP.BD. b-I6d CVKmosl(3)j'x0.162')}OR 0W.ORATN9011.001 '♦r ' ENDS ii THE NOOD D 5TR1k,0TLPAL PANEL. R-19 BATT INSUL. BOTH SIDES DOUBLE TOP RATE SPLICE POR FAC'"A-02 WITH SEISMIC, 1'22-10d Sox(s Xo 4a�;OR FACE NAIL ON EAGN 51t'7!=OF 4" r�'�r FASTEMERS SHALL M LOCoATED NOT LMS THISAiAI ERAGEP WALL LITE SPACING<2.ri' 12-3"X0.191"NAILS END JOINT(MINIMLM 24"LAP ,.r rr INCH MOM THE EMSE � '1'}.IE PANEL. NEW FLOWDNSUBFL. SPLICE LENGTH EACH SIDE OF { 3/4" NEW FIN. FL TO ALIGN I'S EPLL7 JOINT) AGnA Or 1 s ✓ G. ANCHORS SHALL. FVZTRA,T£ THROUGH THE! 2X10@ 16" OC FL. JOISTS 1701,113LE IVP PI..ATE SPLICE %D D,CSR ,AND 12-16d(5 A"X0.155') DHaPSCN&TRona-neST BRACED WALL LII SPAC•INS k25' I M.5^OR APMN� rA rr EXTERIOR. Y+IALL COVET INC WITH AN EMBEDM�lT R-30 BATT INSUL. EXI VWMALMr ATs,, L TT-T OF NOT )..ESS THAN 2 INCHES INTO THE evew OEM TO166 ctx'4M4o14(5A"x0.162•) 16"or-.FAGS NAIL `1D1&T 'r `AGQDia""" $UTLI�iNC FRAME FAST'1=NER5 c.JHAII LOCATED 1 > EXIST. 6X6 GIRDER EXIST. 6X6 GIRDER 14 aOfrOMPLATETOJOINT,RIM.ID15T,HAfd�,LO157taR IadBox(3!5"xo.la5'),oR 1�rrr t tE �p.�Ir,`� �a� �_1 ADD NEW 2-1-3/4"x 11-7/8" LVL GIRDER ADD NEW 2-1-3/4"x 11-7/8" LVL GIRDER ELOGKINrt's NOT AT ERAe�+WALL PANELS) 9„x0,131')NAILS IV'O.C.FAGS NAIL "arc X-Mm&MtOOs M51STANCE lrih✓T11/f^.55 THAyN�,rr2lt�j,r�1C7�t4,II Tpig.t, M THE Wt�.J'E 01= 1 HE POR ALL NARDYVRE m com ncN NLOOM .+ONC.f`ETE BLOCK <./R CUR TE, 5-I6d Box(3 Js'Xo,l'35');OR 3 FAOH 116.OZ.TAGS NAIL `v A46 15 HOTfCX4 PLATE TO JOINT,RIM JOIST, J015T OR 2-16d GO"-'ON 0&X0.162');OR S 12= C 16"Or--AGE NAIL d, F�'a1�Ii*Ltwi ATTAr+HW TO MA, II�"'( OR NEW 2-1-3/4"x11-1/2" LVL GIRDER ON EXIST. CERAMIC B OCK EXIST. CERAMIC BLOCK PoTCAP t4 'Acn�ers"*ion �,tA� � ./ ��. rs��A� �.�f �9.� NEW 3" DIA STEEL OLS ON 18"x18"x8" FOUNDATION WALL ELOCKIN6(AT ERAG�WALL PANELS) 4-S'x0_I91"NAILS 4 EAGhI 116"o.G_FADE NAIL DTRalb-ne cOnrccTao KOM Na arW071"M� !'OD7�'��'''GTtl1°®��''�"-i01'i I-f.�7(r�7%f•.I/57UCe!"^.iOr SHALL M ATTACH U151N�' � FOUNDATION WALLS OR AITROVW HOWA.ET 14WALLID TIE&Ca+N � ®O-" POUR. CONC. FTG NEW 3" DIA STEEL COL. 4-Sd 509(9 "X0.11&•),OR AS PERNANFAGTURGSSPEGIPIGAnON9 A6PC<WIKPAGTUIRSSPEGIFIGATWl19 VIBRATIG7I�E-RMTSTA1°dT AA�#GHC7R5 'NA'`,1'1M,C AT"1 •.: - S-I6dBox MOR OCUBEF.J.Meet CCU �� SUPPORT 6X6 & EW LVL ON T P PLAT F ON 18"x18"x8" FTG. -- ___-&4 COMMON(2K"X0)51'):OR TC7E NAIL UN..TIMATE WIT�tDRAY'+I�►AI.. C+A`PAC17Y OF NOT LESS NEW 8" POUR. CONP. FOUNDATION WALL 4-IOdBOX MX0.128'7;OR ¢�I"NaASEFw+rACTu sYS"r'°NSTRaN�nE 5+ ON 16"x8" POUR. NC. FTG. TYP. NEW 5-1/2" DIA. TEEL COL. T NEW 16 TOP OR BGTTOM PLATE TD 5TUP 4-5'X 0151 NAILS SMG unae !ffiTAVW�A MAN.PAGTL THAN N,5C3t7 PC71)ND'S. 24"x24"02" CONC. FTG. 3-16d Box(s 3" •175'J+on .,a.�;, NEW CELLAR EXIST. CELLAR 2-I6d GOMHON(3&X0.16.2');OR END NAIL 1,I i I 9-10d BOX(3"X0.126");OR 1-511 NAILS 9-10d BOX M"x0.128")HDR ( 1 t ' NEW 4" POUR. CO SLAB IT TOP PLATES,LAPS AT CORNERS AND INTUR5W710N5 2-16d COMMON M A''XO 162');OR PAGE NAIL I I ♦ . I I I I I .. F==] '3-5'X0.151"NAILS I 1 h 5-bd BOX(2 I19";a1R I I LLLJ 7-Qd COMMON(2)5'X0.131'):CJR Ib I BRACE To EACH SND AND PLATE 2-10d BOE f9'7aO.i98");OR PAGE NAIL z STAPLES 1�• COLUMN STRAI INC DETAIL i - --- SECTION # 1 Bo X0. :OR 2-15d COMMON C2 A"Xo191•);OR ( 5 . 16 . 18 1 /4"= 1 H_ HT 19I,X 6'SHEh7HIN5 To EACH EF1lPJNG 2-10lOd L9OX(3'X0.0.12&");OR FACE NAIL 2 5'rAPII rtmoI$L I6gaJ W LONG 3-6d DOX 2 'XOJI31:OK 9-Dd coMNKJN(2A"Xa.191"J;OR 5-lod BOX 15"X0.126"j;OR 5 5TAPL.E5,I"CRoWI$169*J W LONG 20 I'X b"AND WIDER SHEATHINS TO EACH BEARING WIDER 7HAN 1'X 8' TACE NAIL 4-8d BOX(2 kwai is%OR 11-"GOA, O (2)j"X0.151");OR 5-IOd BOX(3"x0.128"),OR 4 STAMM,I"GRCNN,490.)%"LONE FLOOR 511` 90 ST'RON9-TE GONAWTORS KOPM No.14"A WALL S 4-66 BOX(2 4"X0.115');OR TUDS•IM 0L. OR RVAP RAFTER TO PLATE GON4MIJON DOTH 597M"CH Arr1EMVALFM AT EVERY 91 JOIST TO SILL,TOP FLATS OR GIRDER9S�Dd CaMMOK(2 jfi"XO.151"j;OR DO ALIGN WR1F 9TIA5 -10d BOX M'x0.128");OR TOE NAIL 9-5'X0.151"NAIL'S 16 Ba.COL STRAPRNG MW,}'AGI E117 bd BOX(2 Y40.115') W O.G.Tar 14AIL CC 91M'90N WRON9-TE Gt"earr?RS RIM.10157,BAND JOIST OR BLOCKINS 70 SILL OR TOP 6d x,4011(2)5'XO.1S1'7:OR MOCK NO'CSS*OR APrW`OVW toUtVAi. fT 3tfPyGN 3TFtOht[9+ilE GGNHiGTpR 2a PLATE(.ROOT-APPLICATIONS ALSO) IDd BOX f5"Xa_I98')r OR 6.O.G.TOE NAIL "FHTz TO BE U8=INNS! - 9"X0.191'NAILS RAFTER ALN"MTN STUD ",ro"„ PDX XO. :aR VOT OM USE A MNIMR4 OF 14M17 6d 2-Dd CA74MM(2 K"x0151•);OR RIM JOIST TOTAL MILS r T149 SI HT14 � A 1 23 1'X 6'SLLOOR OR LESS TO EACH JOIST 3-I0d D (3 OX "XO,12&1 OR FACE NAIL I i 2 STAPLE5,I"GRGw9J.169aj a4"LONG ROOF j '} 9 24 2"9UBF'100/!TO JOIST OR GIRDER -I&d Box(3,1�'Xa.135'7;OR Bi-IND AND FAG.E NAIL MXISL.E TOP PLA 1 � 2-16d GOMMON(3&XO.162) < 1 ATTIC t 2S 2"PLANKS(PLANK! BFJ4M-FLOOR t ROOFS 5-6d DOX(9 4'X0.1s ");OR AT EACH 1 ARM6,FAGd=NAIL 2-lbd CG'MtMON 0 A"XO 1629PLATE TIES.WLIFACTUMP BY SIMF 5014 APPWVO V 7 WAVALEW AT[VERY VW % i , 5-6d CCOMMON 'XO 162' 1,).00O8 JD15" t 70 PLATE 001041111 8H RAF'TERB DO NOr 4-10 Bax(5"x0.128'7:OR 26 BANP OR RIM JOIST To-0157 4-5 XO.151"WAILS;OK END NAIL } , ALIGN MATH STUD 4-5'X 14go.'STAPLES,j'CROWN- RAIL EACH LAYLK A5 and COMMON(4"x0.102'7;OR 52'00.AT TOP ANO,BOTroM �'t STATS r 16'O AND 9TAeeMRrD z IOd BOX 0"X0.128');OR 24"O.G.FAGS NAIL AT TOP 27 E ILT-UP ORDERS AND DEAF45,2-INCH LLR 1BER LAYERS 9"x0.191'NAILS AND DrJ1TOPH 5TA6CHERLE7 aN 16 6a.COIL STRAP PINS MAMPAGTU M DY S MPSON SIRON&ME CONNECTORS �. )445 AND_ MODEL No.CAVO OR APTRGVW MAYALENT I 2-20d COMMON(4"X0.142'):on PAGE NAIL AT V05 ANP �TAL LE AS PER MA%III ES k+Ta PLATES 5-10d EOX(h"X0.128"),OR AT EACH SPLICE SPEGtPICATiONS AND NYS CODE 9-D'XO.IDI"NAILS WALL 6nV5.16'OL. N4To 6Od(,yA(L j 4-16d BCJX 115> (15JI3 0.162 FLOOR .5TRA_P_PING 1��,41L 223 LED6L'R STRIP&UPPDIiTM6 JOISTS 018 RAP'TEIa& 4-16d COMMON O1211.Ib2"J;OR AT EACH JOIST OR RATTER .. 4-lad WX(J'x012a");OR FACE NA I_ 1ST FL. 4-5'x0.151 NAILS R00F 5 1 R A(-P1N6 DETAIL 2R BRIDGING TO JOIST 2-I0H M,,X0.1781 EACH IND,TOE NAIL ' - I_ - I� J Y,000 57F"TURAL PANLL5,SMF-1_001 ROOF AND INTERIOR WAdl SHLA71r+U48 TO FKAMINS AND PARTICLE BOARD WALT _ SHEATHING TD FRAMIN&(SEE TABLE R6o29(%)FOR Woo&57FaXTU RAL PANEL r_T IaR WALL 51 TO MALL FRAMINs] SCJ v"-A' bd COMMON(2"NO.119')NAIL(SLETLOOR,WALU P Dd COMMON(2 A''XO.IsI')NAIL I(ROOT) 6 12 - I J usE sIM'=saN z++Aac OR 1 NDC,COiHSCT171t5 I 311 '74,"-r 136 GOMMON NAIL(2 Ad'Xo.1519 6 12P TO R ALL E aORROsIN OtM1,A� FOR ALL FVJ�7MEA1�IN GONNE:TION W/A0Q LLMR. TABLE �y y�yr�wy } BARRIER # �Ry q�R} �y+fir g } lad rCMMOH(3"xa.l4b")NAIL,,DR 6 12 WALL.SI0 16,04. TABLE 'f�t+"Ti 2.4.1.€ a II 3..1A," RI 'E'kSr✓ INSULATION INTAI.,L A11 bd(2 'X0.151')DEFORM NAIL. o",.opo,... OTHER WALL 9HMAT HIRE }ALyR. A,y #},,p,1L NOTE-. .Ea."EMENie 59 I A'57%ZTWAL CELLULOSIC TIBERBOARD DIAME70I OK I'CROMN 57APLE 16 4p, 5 6 - H "I I I IsuLTIm O'ITMA I w✓ I E-. �s E" CELLAR 5H(rA1}IIN6 > / #{,'mss ATTIC, �4�, �* „5710.JGTLIRA{_C->_,r�II SIG PIBE�OARD DIRT ,ORI GROOMN& All 16 9., 'S 6 { H8'41 X^y f"„� �F'1d.iells;;J � NIT , I6NAl -THE PLLIMBIN& SYSTEM SHAD BE INSTALLED IN ACCORDANCE IATITH THE REOUIREMEh1fi5 OF GHAPfiERS 25'-32 0 �T„I,,s II , THE 2015 INTERNATIONAL R:E5IDENTIAL CODE. I '6ALVAMZE7 RiOOFING NAIL,57AM-F .. -.,,-„�..,...-.�.'.-..,• -THE MECHANICAL SYSTEMS 5LIALL BE IN5TALLEi. IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTERS 12.23 OF 95 A"6YT SUM 5HEA7}4INSd 6ALVANI=P,I A"LONG;114'5GREW5, 7 7 3SOTTIG7H't►'CIL TYPEWaR5 RIMJo48T JLNICSTION g" r' '�AAT1 L ,CAVITI Y'�I'�HIN THE 2015 INTERNATIONAL RESIDENTIAL, CODE. d 1 3C,'GALVANIZED ROOPIN6 NAIL:57OR S ell SILL. PLATE E TO BE 5.64 RUE-: ,AL'�L�' HEADERS 36 Lu'GYf*s1R'I 9HF1tTHING 7 7 -THE FUEL GAS SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE REC' JIREMENTS OF CHAPTER 24 OF THE 6ALVANIZIsi,I Yp'SGRF1"LS,TYPE W OR S a WOOD 5779L571UJAL PMgL.9 COMBINATION&t.6FioOR UNDCRIJAYMENr TO FRAMIPIG i5c_ s OF FRAILLS SHALL 2015 INTERNATIONAL RESIDENTIAL LODE. PLUMBING RISER DIAGRAM 91 %4'AND LESS 9-d COMMON &90.151')7NAIL NAIL vR 6 12 BE:- r- ,,Y 1jqWL . '" 6d COMMON(3'XO.I51'7 NAIL;OR ISL AN:� E T RI P'"LL TIC IF31TH MATERIAL H. )AN 98 7i'-I' 8d CCrOR1I Ih A'XO.12a")NAIL 6 12 OO PLCSOR I,1 l LLE&AS IR A Tod COMMON(!-'X0.148'7 NAIL4 OR 6 IZ SU.L P'L.A:7L"•� SfW11 LCA IO T!R M NYS C'Mi@5 L I_EI N. I 3 �'Sn INC,#4 SPISGIFIGAAcT ED I4Y5 GaDE CONSTRUCTION NOTES GENERAL NOTES 8d DEFORME9?(2 K'X0.120")NAIL TBtMITE!INE �p✓" 16 t'Ja.STRAP TIM hN.M1FAGTURED f�5. ;,P (./'y A.,�/�,p RIM � �/y SHALL � FdR 51,I Rich■25.4 mm,I Fact.304ti mm,I MILE PER hIOI.R"0.447 mhs;I ICSI.6.&45 MPa Aj ( EYC SMIPSON STROR AF CONlEGTORS RIM JOIST I C"i JOIST SHALL INC RI JOIST S7-TC"LL M No.0816 ON APFT"OYED EGIRVALENT. STRAP TO HAVE MN 12'EBARINS ON THE STUD 1. All work shall conform to the requirements of the Residental Code of New York a.NAILSARESMOOTH-COMMON,EOXORDEFORMEDSHANKSEXGEMEREOTHERKSESTATED.NAILSUSEDFORPRAMINGANDSHEA7NN6 AND MAP UOMSILL MATE ATFOIJPOATIOIH. TE AIIZ BAR- RtER INSULATED 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. State, County and Town Department Regulations, Utility Company requirements and G4294ECTONS SHALL HAVE MINIKIM AVERAGE BENDINS YIELD 5TRENSTH5 A9 SHOWY,80 K51 PM&HANK DIAMET'WKOr 0.142 INCH(tad 111 SrL,BEARING PLATE HANUPACT I 2. Poured concrete shall have a minimum psi of 2 800 at 28 days unless noted. CLAPS RESIDENCE r.oMMoN NAILS,ao KSI FOR SHAW DIAMETERS LARoM THAN o.142 IWH SUr Aar LARsER THAN OT11 INGHH,AND 100 K51 FOR SHARK. BY 9 • DTRLN4-TIE GOMECTORS MODEL No. ,P P y best trade practises. DIAMETERS OF 0.142 INCH OR LESS LISP*09 APPROVEDEaWAL>_NT FLOORS (IINC�LLVIN � AIR. �A I�R: INSTA I"�a�AI'I�'1"pAIN 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. a SrAPLM AIRF W SAM All AND HAVE A MINIMUM 7n6-IIc aN DIAMETER GROrw NC". # � �y. � #� /� .( 2. Before commencing work the Contractor shall file all documents required by the ') ^/ c.NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS PO4ETM SPANS AM 4b ING-ES OR 6RIMATER. %'x12'HOOK.&ANCNOR BOLT AZOVC ...5 4€ AT J' N 7 .C..' t $w.+✓' EI�� �i'�✓'`�,A�r�`T st�g1TH T copper termite sheild. [, L 3 O MILL LANE aI.FOLR­Po0TDYIIOR4-rooTL3f4-POfJrPANI91_55IW.LEEAPPLIEDYERTIGALLT' -s5'-o'oz, �+ �rj'���(�! Building Department, pay all fees required by local agencies and obtain all required e.SPACING of FA57L:N R5 NOT INCLUDED IN THI5 TABLE 5NA-L.M DA5>n ON TACLP RbC 5 W. 'PVT`MIK EMB01MENT INTO CONGIR!_7E A�� V FL �� II�I�UL,�A'r`It l ( I �� �A.Ii.II l� 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance P.WHERE TI$UL.11MATE DE?SIsN WIND SPEED Is IEC MPRH OR LESS,NAILS FOR AT7AGH4IN5 A900 S7RllGTUR.AL PANEL ROOF SHI ILTHINs ro -MaTHIN 6A2'OP II END OF PLATE � permits. SABLE VmV WALL FRAMING 5HALL EL 5PACE46 INGHr5 ON CENTER.MtlCRlo 7HC 1,11-IMAM WDION WIND SPED 15SREAT@R THAN 150 MPH, with the New York State Building Code and manufacturers specifications. N .Y.NAILS POR ATTACH INC PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL EE BE SPACED 6 INCHES ON CENTER FOR MINMJM 46 INC �4Ut A'LTICIN 5TRA IN6 I'a�TAIL SPACE ,L � ( 3. The Contractor shall visit the site and verify all dimensions and the existing M ATT I T U C K N . DISTANCE PROM RIP€iES EAVES MID 6AELr E74P WALLS;AND4INGFHE5 ON CZNNrEK 706AELE FNP WALL MWIN6. Com. LS CSM EARTH IN IN'S TION ST'1+�'ALL 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed conditions affecting the work prier to construction. Any discrepancies which would g fi7•P9lR4 SHHEA7HING SHALL C,OWORM To ASTM G 15Rb MID SHALL Me INSTALLED IN ACCORDANCE WITH 5A 559.FIB1:MOMM SHEATHING V�:�LI �« +� •�P'/,y �;: ,k^ ' E31LIF, 'r C$�C?4../.h9�Pit'°1L,1+7"1 4 A'T"�'.a'i.y*11 A u on b an engineer and certificates shall be issued statin same. interfere with the satisfactory corn letetion of the work described herein shall be SHALL CONFORM TO ASTM G lob. 1 4d C♦Y CR-AK.AP . 9' i..P"h.1�3A j C- �A lr J^1 i !/'�!'Ir Hit ie/ p Y 9 g IT.&PAGING OP FASTENERS ON TLOOR SHEATHING EDGES APPLI EB T7 PANEL�SUPPORTED BY PRUAMING MEM®ERS AND Ria Jn�"c, W. Unless otherwise noted all framing and structural wood components shall be Y p BLOGKW&AMP ATPLOORPMHErERSONLY.5PAGIN6OFFASTENERS,ONROOF SHEATHN&PANELEpaE$APPLIES ToPANM_E:7aES UNWENTM 6RAK_ SPACM TO BE 6OVZFMt> TO C �+r' _ ,As(S1-- #2 or better Douglas Fir. reported to the architect or property owner. Do not start work until such conditions 511PPORTfD BY rW_&XINe MfMEmPIS AND REQUIRED BLOGCIN6.BLOCHUN6 or,WDor OR FLOORSHEATHINO PMIS-fpsm FITRPENDICILA R TO SPACE) � t�� p 7. All framing p g have been examined and a course Of action mutual) agreed upon. Failure t0 notify THE PRAMINIS MEMBERS NEED NOT EE P'ROV PM7 EMO*r A5 R OIIR'EY7 EY OTHER PROVISI&Z of 1145 CODE.FLOOR PERIMETER SHALL BE Eil• A CLASS S I �I.W,Lrr J. I� '1AI(�'I"` ,VIV= g techniques and methods shall be as prescriptive design based on Y g p Y SUPPORTED aY FRAMING MPM EIINS OR 5OL112 ELGIVQN6. IT,MIN. VAPOR. I WHERE ARAFrER 15 FASTENED TO AN ADJACENT PARALLEL CEILINS JOIST IN AOGORDAWGE WITH THIS SCHEDULE,PROVIDE TWD TOE NAILSyI E,� ..T}�AR R I -'�; AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) the owner or architect of unsatisfactory conditions will be construed as an acceptance ON ONE 51D1<aP TH•E Rk9T AND TGE NNL5 PROM THE CEILING JOI5T To TOP PLATE IN ACCORDANCE WITH THI5 SGPEvLLt.THe TOTE NAIL 271 THE OPPOSITE 51DE OF TIRE RATER SHALL Nor BE RM21 RED, '`� or as specified in R301.2.1.1 of the conditions to properly perform the required work. SECTION VXT BJH TSP U ITILIT7` 8. All building envelope components shall comply with Chapter 6 of the Energy 4. All work is to conform to the drawings and specifications of the architect and .< PMMIZAnoNs FM-NEMArONS, AND FLUE- Conservation Code of the State of New York. engineer consultants. 9. Fireblocking shall be provided in all wood framed construction in accordance 5. The Contractor is to maintain a complete and up to date set of plans on the f 5HAT T job site at all times 5/8"mxl2"5T>=�A,NGFfDR with NYS Code R 602.8 to form an effective fire barrier between stories and NOTES HULI"�AT B,iQA O.C. U�fC�ITIAHI between the top story and roof space. 6. The drawings are not to be scaled under any circumstances. MIN EMB®#,IENTOF'T" To 131:_ ALEX) 10. Protective panels shall be provided for glazed openings in accordance with 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures gs,. NYS code R301.2.1.2 if they are required. including storage and toilet facilities,protection of existing work to remain,access to 1 AARACDE SEPARATION AIR SEAL '5�T'i ��l work area, hours of permitted work,availability of water and electric power and all 11. All portions of the new structure are designed to comply with local geographic other conditions and restrictions for this particular location in order to execute the OARACC- A and climatic criteria as stated in the following table. work in a careful and orderly manner with the least possible disturbance to the public. " ``' C:CA,I ITIC `AIt7 8. The Contractor shall make the neccesar arrangements to utilities and ser =' GEOGRAPHIC & CLIMATE DESIGN CRITERIA Y g S A C EESSE � �..1&'fTING � '�`O 1••11 AlZ TIC -IT AND IC. temporarily disconnected while performing the work as required. � 0 E Y ��. 11 1 a i GROUND SNOW LOAD 45 ps1 9. The Contractor shall provide all dimensions and cut-outs for other t ,tee; . �, D WIND SPEED 130 MPH 10. The Contractor shall provide proper shoring and bracing for all re i ks rubtnr,4� O w SEISMIC DESIGN CATATGORY B prior to removal of existing structure. Wit. FI WAC &5 I C -R BOOTS THAT 3 O F 3 RT ' WEATHERING SEVERE 11. Plumbing, electrical, HVAC and similar work shall be performed -lac nsel ", 115 draftin eX edltln " SOOTS .MATT- T#4 +SAI., FROST LINE DEPTH 36" persons who shall arrange for and obtain all required inspections.The (Tai ral ' J Z Contractor shall be res ginspectionsG /' " F - >I.. T� TERMITE THREAT MODERATE TO HEAVY responsible for scheduling all other as ��.d.,L �, • PO BOX 49 ANCHOR, $ I..?' r'y /fi�� � TO �R DECAY SLIGHT TO MODERATE 12. The Contractor is solely responsible for construction safety and s 6D� e 07 5 JOAN CHAMBERS SOU OX 4 NY 11971 i1(V L�4./ J.r !'1 OR ,��� WINTER DESIGN TEMPERATURE 11 owner and architect harmless from litigation arising out of the Contractor's ��XP_-SS 0 FLOOD HAZARD AS NOTED provide construction safety means and methods. 631-294-4241