Loading...
HomeMy WebLinkAbout37740-Z S fFOLIr Town of Southold Annex 10/9/2013 �owA oG� P.O.Box 1179 54375 Main Road oy HIV Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36560 Date: 10/9/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 30 Osprey Nest Rd, Greenport, SCTM#: 473889 Sec/Block/Lot: 35.-6-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 12/27/2012 pursuant to which Building Permit No. 37740 dated 1/9/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: addition and alterations to an existing one family dwelling as applied for. The certificate is issued to Fleming T J&H B Trust (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37740 10/8/13 PLUMBERS CERTIFICATION DATED 10/4/13 Brad Piecuch J#z�4 S ignAture .fa TOWN OF SOUTHOLD 6�gUFFO(,�cOG BUILDING DEPARTMENT TOWN CLERK'S OFFICE boy . 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#: 37740 Date: 1/9/2013 Permission is hereby granted to: Fleming T J & H B Trust 602 Briar Hill Rd Louisville, KY 40206 To: construct alterations & an addition to an existing single family dwelling as applied for At premises located at: 30 Osprey Nest Rd, Greenport SCTM # 473889 Sec/Block/Lot# 35.-6-18 Pursuant to application dated 12/27/2012 and approved by the Building Inspector. To expire on 7/11/2014. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $688.40 CO -ADDITION TO DWELLING $50.00 Total: $738.40 Building Inspector o��pF SO(/j�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 oo roger.riche rt(aD-town.southoId.ny.us Southold,NY 11971-0959 OU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: H&T Fleming Address: 355 Osprey Nest Rd City: Greenport St: NY Zip: 11944 Building Permit#: 37740 Section: 35 Block: 6 Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Peconic Bay Electric License No: 46360-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 16 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors 4 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 10 CO Detectors 2 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 11 Twist Lock Exit Fixtures TVSS El Other Equipment: 200a underground service, 2-exhaust fans Notes: Inspector Signature: Date: Oct 8 2013 81-Cert Electrical Compliance Form.xls - Town Hall Annex Telephone(531).7657180.2 54375 Main Road Fax(631).765-9502 P.O.Box 1179 A Q Southold,New York 11971-0959 �' �o BUILDING DEPARTMENT TOWN OF rOUTHOLD .CERTIFICATION Date: to A/ 113 Building Permit No. 3 77y0 Owner: H d r Flemi n (Please pri t) Plumber: rI�CvC� (Please print) I certify that the solder used in the water supply system contains less.than 2/10 of 1%. lead. (Plumbers Signature) Sworn to before me this day of 0 20 CONNIE D. EBUNC;,i Notary Public,State of Nevv Yon( Notary Public, �S County No.01BU6185050 Qualified in Suffolk Cc-.: Commission Expires Arr �� SOUT,yolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: T DATE r� INSPECTOR A7);; OF SO(/r�olo i • �A cOUMY,� TOWN OF SOUTHOLD BUILDING DEPT 765-1802 INSPECT N [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE -3 INSPECTOR ���- O�aOF SOUIyo coutm,a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -�/ 74 1u��J'-7r M/ DATE INSPECTOR pF SOpjyOlo �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION-- I- FOUNDATION 1ST [ ] ROUGH P G. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: zjoc�<= � DATE INSPECTOR 3 7,7 f3f SO//lyo/_ a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLEIG. [ ] FOUNDATION 2ND [ INSULATION Q) [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL REMARKS: /3 DATE INSPECTOR . i ` OF SOUlyO o h �1y00UM'�,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH LEIG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ( UGH) [ ] ELECTRICAL (FINAL) REMARKS: Kos DATE C INSPECTOR . C � �o��OF SOUryo� com d TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ ] NSU I [ ] FRAMING /STRAPPING [ FIN L [ ] FIREPLACE & CHIMNEY [ ] FIR AFE INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �Aj� 4 171 , DATE INSPECTOR l � of so�T --- - --- — ypl � o o���0UN1'I,N`t� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ION [ ] FRAMING /STRAPPING [P FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE © l INSPECTOR . laF SOUlyolo o �COUvil TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: DATE D INSPECTOR ✓ 1' 1 1 0 • � r 1 1' • r Ir rl,�/r�, ,�� IN$UL,A77ON STATE ENERGY . 1 � LI . .. : �.: /J - ADDITIONAt CMMNTS 0 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �,,,� Survey ` SoutholdTown.NorthFork.net PERMIT NO. ,3'�7`�"U Check Septic Form • � � � � � N.Y.S.D.E.C. D Trustees C.O. Application Flood Permit Examined 20 27 2012 Single&Separate Storm-Water Assessment Form BLDG, DEPT, Contact: TOWN OF SOUTHOLD Approved � ,20�' �" to: Disapproved a/c, L " Phone: 97S Expiration 20/ Building Inspector APPLICATION FOR BUILDING PERMIT Date la �`¢ , 20/U INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoiniing premises or public streets or areas, and waterways. r c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspecto►-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 orhas not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interiiii;the"Building inspector may authorize, ill,writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The-,, applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ignature ")applicant or name, if a corporation) (M ing address of appl6 t) State whether appli ant is owner, lesse , ag;)rchitect, engineer, general contractor, electrician, plumber or builder Name of owner of premises raxy 1 mrlbl )GEM/om (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 proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 35 Block a<o Lot Subdivision C-4we.6 Filed Map No. /6 Lot / 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 1lIAI qa mN,'w 12e5, b. Intended use and occupancy '!Wa E coma! 490 3. Nature of work (check which applicable): New Building Addition ✓ Alteration " Repair Removal Demolition Other Work (Description) 4. Estimated Cost /50"0co c�� 4 fee 5� 'a `W W (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars / 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 00' Rear /ao Depth 3� Height AV Number of Stories / Dimensions of same structure with alterations or additions: Front 60' Rear W/ Depth 38� Height 22�(oi� Number of Stories /Pet 8. Dimensions of entire new construction: Front 2l/ /0 Rear 24'Po° Depth 23� Height /2 Number of Stories Z 9. Size of lot: Front /271 Rear /27/ Depth AO" 10. Date of Purchase Name of Former Owner 110H. r1E/17ffMA9✓ 11. Zone or use district in which premises are situated K-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO ✓ 60Z OlUka /4161 /26AP 14. Names of Owner of premises AZ MINci Address 1001 PYlU0• kY Phone No. 56 2- $4 3-1707 Name of Architect Xhowr /. 13WA4 Address 205 Al40 jillMy�tr�hone No 4-�V- *77- f 252 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ 'k IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO f * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on I urvey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of Nein York S: No.01 BUm1850rj0 " Qualified in Suffolk s�oa.9;sty COUNTY OF :J 'Commjssjon.E�piresApffl14,2 AM h?jq'�'r1A being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (�DS)Hethe 6,9� (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me t its day o Q. 20.1 1 Notary Public Signature of Applicant 01/01/2013 13:39 6314770973 FAIRWEATHER BROWN PAGE 01 FAIRWE,A►.THER DESIGN ASSOCIATE$,INC. ROB ERT Y. BROWN ARCHITECT P.0_ 205 Bay,Avenue Greenport,NY 11944 631.477-9752 (fax)631-477-0973 fibdaincooptonline.net np Transmittal Fnp r Date: //� l� J 'N " k BLDG.DEPT. ! To: �Q TOWN OF SOUTHOLD Re: - -- Alt Tbaxxk you, FDA Inc. RIBPC Inc It SoUlyo! Town Hall Annex 7 t [ Telephone(631)765-1802 54375 Main Road Lager. own.so o ny us P.O.Box 1179 G. Q (631)7 5q6. Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTffOLD APPLICATION FOR ELECTRICAL 1NSPECTION REQUESTED BY: Date: l t 3 Company Name: �C ��'- Name: License No.: 6 O— ME Address: a& 0C Q Phone No.: JOBSITE INFORMATION: (Indicates required information) *Name: 'Address: P71. *Cross Street: *Phone No.: Permit No.: Tax-Map District:. 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF 1N RK(Please Print Clearly) (Qf6V_V1 p„^, off' . r Oa aver c� ,ey-V Ce Y- a 0 c) A (Please Circle All That Apply) Is job ready for inspection: YES/ NO. Rough in Final *Do you need a Temp Certificate: ES NO Temp Information.(W needed) *Service Size: 1 Phase 3Phase 100 150 200 .300 350 400 Other *New Service: Re-connect Underground Number of Meters I Change of Service Overhead Additional Information: _PAYMENT DUE WITH APPLICATION 82=Request for Inspection Form "T,(�J o��OF S��ryo` Town gall Akmex 41 it Telephone(631)765-1802. 54375 Main Road N rcher cW1S}o7ggo ld.ny.USP.O.Box 1179 roger. O Southold,NY 11971-0959 Q 13UILDING DEPAMEMF TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: e Date: Company Name: '� ;-f� �7'! Name: License No.: 3 O Address: 2%k Oa_ __ Phone No.. 3 JOBSITE INFORMATION: Ond.icates required information) *Name: *Address: *Cross Street: r� *Phone No.: Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES NO. =Rough�jn Final *Do•you need a Temp Certificate: YES I NO Temp Information If.needed) *Service Size: C, 6a_se _ 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82=Request for inspection Form -_ T WN F SOUTHOLD PROPERTY RECORD . CARD OWNER STREET VILLAGE DISTRICT SUB. LOT �L/ Cis' N.iC��U l/�lY� �l�j�� �,1 �J :'r''.'`� ✓` •� ter+. ..5+�,5 ,� a' F i^ :.�' / �"t.�rt".1 aA FORMER OWNER wII , N E ACREAGE S GIp-eM.ev'l ors S W TYPE OF BUILDING 1` 6et e ntztn I "1 RES. : SEAS. VL. FARM COMM. IND. I CB. I MISC. LAND IMP. TOTAL DATE REMARKS kD G COO ..�� ,� �' �� -� T rz Lr c"5 i ( / ems Z 02-5 / �> l zC� -� 55I • I'j`1CClil . hkxc k\.00�GE 600P-;E-7v d I G DIT Y. azo- .3 (J — L-IZ17 70- 1 ..I'17/ O zpd r w 3 1.2_ABOV 813 — addi fio anck ch- Farm Acre Value Per Ac/e Value d �� ,' ,3� _ liqOr {/ . Z Tillable 13h 3 2---SG Tillable 2 Tillable, 3 Woodland Swampland Brush.land House PK-W Tata I ����, � . - ---- � �i�■Ell■■ q0����,��1��'?a�' �i� �1�'$�i j/`"`�� �LM iM1Y f Y �f.,ris�� --�■■■■�■■■��■■■■■■■■ ye y � �,.0 �r✓r _M"'t E, f _yj 'ez )%. w�.�s. �.oel�... 5 C if t -�, Y -��S I� � T 4 t y NS r�^ E�l���■■■■■�■■■■■■■■ xf FtL ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■OEM ■■■MEMO■■■■■■NONE ■■■ ■■■■■■■■■■■■■■■■■■■■ ■MOM■■■ME■■■■M■■■■■■ NINE MEMO- P2lvA -r J- GEIDEMAN l S,,co IP l „ 201 .. .......... ... Y, St.;�e LiL. Land Surveyor, i Date��,- 9 7S �1 �^ p nfing O ", QJI i o Q 35 5 ; �A�2AG Plow fin 9 o /-S 1- �am• )975 v) �} zx 2 ,4f -Fo -Parch Do-i V&) Q r .. -� �corrC, ACL 9 40► G SEA''. dNE of -"C L EA V E_s a 1 N7- I 5 - �6 P37'A 1N �.of Z MAt'IDA/- TOIIJN _. _.. WON �, c�o ' of SDUTt/D` Above' suYvey J. H_ G ELD EM AN /v Complefed t s �r ,1tP?o,senZhu// 2. ' day of v tf /998 Po- 41� C: i✓IA�P�oiv, > NEW YORK- // 5 9 S U�>o a k Co. Map 10no -D 35-O 6 -/6 � 9 01/01/2013 13:39 6314770973 FAIRWEATHER BROWN PAGE 02 Ile oj !< PRO 05EDP NG ' 2 Np 5TOKY SQ \ �%�aGeP�\ e � !!• \Z BA5ED ON 5UKVEY Or Q LOT I G 5ECT, I OF .y / �,\ "CLEAVE5 POINT" AT �A5T MAKION TOWN OP 50UTHOLDAY, 5URVMD: JUNE 23, 1998 BY J.H.GEIDEMAN SITE PLAN 10035OGAG AREA - 12,700 5Q-Fr. 5 ALE : I" = 30'-0" fLEM I N G O 1/03/2013 REScheck Software Version 4.4.3 Compliance Certificate Project Title: Fleming Addition/Renovation Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 355 Osprey Nest Road Terence and Heidi Fleming Ian Fairweather Greenport,NY 11944 602 Briar Hill Road Fairweather Design Associates Louisville,KY 40206 205 Bay Ave 502-905-5204 Greenport,NY 11944 flemingbriarhill@bellsouth.net 477-9752 fbdainc@optonline.net Compliance. Compliance:14.6%Better Than Code Maximum UA:48 Your UA:41 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or • D•• Perimeter U-Factor Floor 1:All-Wood JoistlTruss:Over Unconditioned Space — — — — — Exemption:Framing cavity not exposed. Wall 1:Wood Frame,16"D.C. — — — — — Exemption:Framing cavity not exposed. Window 1:Wood Frame:Double Pane with Low-E — — -- — -- Exemption:Glazing replacement in existing sash or frame. Door 1:Glass — — — — — Exemption:Glazing replacement in existing sash or frame. Wall 2:Wood Frame, 16"D.C. 293 22.0 0.0 14 Window 2:Wood Frame:Double Pane with Low-E 41 0.300 12 Ceiling 1:Flat Ceiling or Scissor Truss 418 30.0 0.0 15 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has beendesi ned.to meet the 2010 w York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to comply wi h;the'L t pry'equirement ted in the REScheck Inspection Checklist. t BR0;O�, Name-Title Signa a„,,:_s.:_ Date 1 �N 1 34" JO"Q,,i O F NEB Project Title: Fleming Addition/Renovation Report date: 12/26/12 Data filename: Untitled.rck Page 1 of 4 REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c. Exemption:Framing cavity not exposed. Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-22.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass Exemption:Glazing replacement in existing sash or frame. Comments: Floors: ❑ Floor 1:All-Wood JoistlTruss:Over Unconditioned Space Exemption:Framing cavity not exposed. Comments: Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Project Title: Fleming Addition/Renovation Report date: 12/26/12 Data filename: Untitled.rck Page 2 of 4 Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Ll Materials and equipment are installed in accordance with the manufacturer's installation instructions. Ll Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. Ll All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. ❑ Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. Project Title: Fleming Addition/Renovation Report date: 12/26/12 Data filename: Untitled.rck Page 3 of 4 ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. O Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions. Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Lj A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Fleming Addition/Renovation Report date: 12/26/12 Data filename: Untitled.rck Page 4 of 4 2010 New York Energy Conservation Construction Code Certificate ''Insulation Rating R-Value Ceiling/Roof 30.00 Wall 22.00 Floor/Foundation 0.00 Ductwork(unconditioned spaces): Door Rating U-Factor SHOC Window 0.30 Door CoolingHeating,& Heating System: Cooling System: Water Heater• Name: Date: Comments: FAIRWEATHER DESIGN ASSOCIATES,INC. h & ROBERT I. BROWN, ARCHITECT P.C. 205 Bay Avenue Greenport,NY 11944 631-477-9752 (fax)631-477-0973 fbdainc@optonline.net Transmittal Date: 12/27/12 To: Building Dept, to permit reviewer Re: Fleming application This is for small second story addition and interior renovation all within the footprint of the existing house. There is no septic system upgrade needed and I was told in a call made yesterday to your office that they didn't believe storm water run-off was necessary. If you have any questions,please don not hesitate to contact us. Thank yo y in, as Agent FDA RIBP Inc i 2 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES REVISIONS 04 ;~ KIN" paF Lu ENCLOSED PORCH ON SLAB L P-4 oC CONCRETE SLAB ON GRADE p -�5 0 -i-iry bapir.,q VENT 0 AN TO A P M T 9 1 N 9 Fl F T if�PA S 0 0 R 3lAY?It10 f LCCtf,KAL 9 CA)LPIKic, UPI M,u tr1l f n ru q q m"P, L }I i4ik 11 c 0 ALL(IONif RLIOTION 15HALL lvttt"-1,111, o .z o 1100TUMENT15 OF THE COOF-9 V 0 Z u- YOM ITATI: NOT NP-PPON14111 Ll FQRcz DUION OR CON�M-h AloNithficihi �40 R ET.A?I!I S T 0 Pi i'll�,VAT-r-A n U N Ff Am LU LU 0 a- 0 PURSUANT T.) CHAPTER 9N 14W 0 oOF THE TOWN CODE, EXISTING (3)2"x8" BEAM - - - - - - -=E- V 77. pm EXISTING (3)2"x8' BEAM E) E) PLUMBER CERTIFICATION u uj DIRT FLOOR ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY cnn z CRAWL SPACE U-1 PAZ GARAGE SLAB 4w > SOLDER USED IN WATER AM SUPPLY SYSTEM CANIVOT 0 EXCEED 2110 OF 1 L EA D. pow z PLUMBING r_ll z LUMB!,'lro WASTE pm ALL P mo &WATER LINES NEED pw 0 1 cl TESTING 57-FOR co"'7plN r3 • COVERED PORCH SLAB 02012 �A ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT Of SERVICE AND ARE THE PROPERTY Of THE ARCHITECT. INFRINGEMENTS WILL b BE PROSECUTED, EX15TING EXCEPT A5 SHOWN. .4 0 U N DATI ON Lu Ln EXISTING CONCRETE SLAB ON GR' Lu • SCALE:: 1/4"=I'-0 DN ENCLOSED PORCH ON SLAB 0 TO REMAIN AS 15 - REPAINT. u Ct WINDOW ABOVE NE,"WOOD STEPS O I EXISTING WDH24310 (2)?'x 10" HEADER F mom O I WINS INS OT mom ) b Ea v- "(--t PA55-THRU WDH2(;42 2 -HT. c\j AM WINDOW I CD, Z� -A TILE fl-Oco)�7, z DN OPENING I CLIENT OWNER F uj f(J%k 0 p EXISTING 15 EXISTING FLOCK BATHROOM TO 13E PATCHED > ro=-J i A� —, I" EXISTING GARAGE DOOR TO REMAIN AS ccm m AS NEC. AND 15 - REPAINT. - WALL-WALL/ c? REFINISHED (ry� MASTER �D 15T FLOOR). BEDROOM x LL-b LW-WALL Hf-IDI TERRY D EXISTING KITCHEN TO pm PEENING REMAIN AS 15 - REPAINT. NEW ARCHWAY 3 112" WITH BETTER '-3" �4 2 1, i--/� ;2--8 112" WDI-12 rp-ooml 05PKEY NEST KD. HEADER BEAM. pm od (2)2"x8"WITH NEW ARCHV,AY WITH BETTER om"" EAST MAPION, NEW YOKK Z"5TL PLATE. HEADER 5EAV,. (2)2 i, _ I &4 5 64 T3\ 0 . =-0 S N c (2)2`x8"WIlH5TL PLATE. � 7 �1��E G WALL REMOVE F— CQ G" PRE55ER PAZ* PROJECT TITLE MeM OPEN ABOVE 'po NEW STAIRCASE, GARAGE SLAB RED OAK TREADS RENOVATION ADDITION WITH PAINTED PINE �,A�5 NEW LOW BOOKCASES c RISERS. CIP IL -3--3" e& WITH DECORATIVE I ICLOSET CLOSET U-1 COLUMNS. • IL 00 0 00, LIVING ROOM TO REMAIN 4 ul 96o su,° \ 1 > AS 15 - REPAINT t REFINISH u- FLOORS. EQ DRAWING TITLE .12 r X/ 0 • O GROUND FLOOR PLAN WDH2G421 WDH2G42 -5" 3'- WDH2G42 go O eM FOUNDATION PLAN ANDERSEN ENTRY *?_0 ]k G CL WINDOW ct \MlqDow ABOVE ABOVE a? Arr BASED ON SL'rVEy OF CIA B NEW I TH. 5LUE5TONE ®pl LOT 16 SECT. I OF DATE SCALE EQ EQ PAVING5 ON EXISTING 5LA,13. 1/4"=P-0" 00 \ "1 (5 .0 "CLEAVES POINT" 0, =�-]] 7"5Q. PERMACA5T AT EAST MARION Z -a I COLUMNS. :;-ow ISSUE WDH2G42 0 r TOWN Off 5OUTHOLD,N.Y. (3) WD112G42 DEC.18, 2012 SURVEYED: JUNE 23, 1998 LINEOFOVERHANG I BY mom 13 DRAWING NO. SUFFOLK COMAP. EXISTING EXCEPT AS SHOWN . P EXTEN51ON t 10'-2 3/4" 1 1'-9 1/2" 1 -9 112" ON^ pm 1 T E PLAN 1000-035-06-I G RIDGE ABOVE5�1/ 5 1 le' VE It- � r G lO WR \R 0 U N D f LO 0 -D Apo SCALE - 1 30-0" SCALE: 1/4"=P-01 TO INDICATES NEW WALLS Pon P,'4, 1- D pm INDICATES EXISTING WAI REF. NO. NOTE: EX15TINf'- 'CE N 1 1 17 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 I G 17 155UE5/REVISIONS �A e=w v ' K M • �1 P* PIP J 3 r I� A3 A Iv r� • EXISTING 8 ENCLOSED PORCH BELOWOak C Ao ~ A4 A5004 12'-G" rr EGRESS EGRE55 CX14 CX14 pmq 9 rm O 5 I SLOPE 7 G; 6� w � — T-- - - - - � I i > TILE FLOOOR — - --- I I'- " DORMER 0 FULL HT.. WAI SC T U BEDROOM SLOPE D '� ©2012 AROUND)TUB. 3 I/2" -- - A5 ALL RIGHTS RESERVED I3G" T. �r BA HR OM I — 1'-9 1/2" ~ THESE PLANS ARE AN INSTRUMENT OF 3'-9 1/2" 2'-10 12" 2'-8 I/2" i' 14 (2) CX 13 �` THE THE 5ERVICE WILL BE PR05ECUTED. ISM EXISTING ATTIC SPACE ATTIC STRIP RED OAK FLOOIR TO SLO E �Alw f PACCE55 r MATCH GROUND FLO R CLOSET N 2 4 PANEL m A3 FINISH WITH 3 CTS. IL POLY. ��o in DN Q EQ `Z p CLOSET - OVAL MAHOGANY- RAILING WITH I-4" • D BALU5TER5. m 13 (2) CX 13 RED OAK TRI=AD5 I DORMER M�1 A5 EXISTING WITTH PAINTED PINE I SLOPE GARAGE BELOW RISERS. BEDROOM N OPEN I TO BELOW N !� 1 1'-2" F — — — — SLOPE low CLIENT/OWNER EQ O � ` cx114 2 .- EGRESS CX14 4w EGRE55 '^ HEIDI TERRY PM FLEMING po�I OSPREY NEST RD. A INDICATES NEW WALLS I LINE OF OVERHANG � EAST MARION, NEW Y RK — — — — — — — — — — — — — — — — — EXI5TING EXCEPT A5 5HOWN. B c A4 A5 SEC0N D EL00 ~ PROJECT TITLE MCI SCALE: I/4"=I'-0° A 2 I A3 � RENOVATION / ADDITION I®' • r DRAWING TITLE %I®1 r� SECOND FLOOR PLAN DATE SCALE 114"=1'-0" I55UE Yes' DEC.18, 2012 ;9 DRAWING NO. Ax low lo& ..! u II� loft C�� REF. NO. I 2 3 4 5 G 7 8 9 10 II 12 13 14 15 I G 17 ISSUES/ REVISIONS ,A �r v K moll • NEW 30 YR. DIMENSIONAL SHINGLES �1 OVER 301b. BUILDING PAPER ON ,r EXISTING SHEATHING ON ALL ROOFS. 12 1214 1A1 9[ O III h gll �� j','', FM AID I"x8"AZEK FRIEZE BD. WITH � � AZEK SOLID CROWN. Ili ',I _p" r 0 3'-4" 3'-4"Eil 3-4 — NEW 30 YR. DIMENSIONAL SHINGLES OVER 301b. -o 12 2 F- - IA PAPER ON I I BUILDINGI x6M AZEK FASCIA EXISTING SHEATHING ON " EXISTING SUNROOM � WITH 3-� SPRUNG ALL ROOFS. CROWN. NEW 18" CLEAR REPLACE EXISTING ALA5KAN 8'-0"SLIDERS WITH YELLOW CEDA — NEW 18" CLEAR SHINGLE SHINGLES YELLOW CEDAR SHINGLES NEW 6'-O" UNIT. 5-I SHINGLES O 5-1/2" EXPOSURE OVER r EXPOSURE o Uj 301b. BUILDING PAPER ON go ALL EXTERIOR WALLS. LLOVER 301b. r _ _ 'A BUILDING PAPER ON ALL RAISED P N L WOOD r� - EXTERIOR SHUTTER B I-2" BLUESTONE ON EXISTING NEW ROOFING AND SIDING WALLS. — SHUTTER FT. CONCRETE PORCH. THROUGHOUT. p NEW ROOFING AND SIDING THROUGHOUT. HI I .� FLOOR `, PORCH SLAB e "x 10"AZEK WATER TABLE WITH a"x 10" AZEK WATER TABLE WITH 7"SQ. PERMACA5T DRIP CAP. DRIP CAP. COLUMNS. rlol (0201 2 10'-2 3/4" ALL RIGHTS RESERVED FIFO NT ELEVATION I NEW BOX BAY WINDOW 51 D E ELEVATION r2 T11151 PLANS ARE AN N5TRUIVIINT Of SERVICE AND ARE THE PROPERTY Of THE ARCHITECT. INFRINGEMENTS WILL SCALE: 1)/4"=I'-0" A3 SCALE: 1/4"=I'-0" A3 BE PROSECUTED. Will , V `r • Mel Mel r A r � CLIENT/OWNER f r Mel 12 12 NEW 30 YR. DIMENSIONAL SHINGLES 41 —1 9 OVER 301b. BUILDING PAPER ON r^ H EI DI TERRY EXISTING SHEATHING ON ALL ROOFS. FLEM I NG ;~ OSPREY NEST RD. p" g„ EAST MARION, NEW YORK NEW 30 YR. DIMENSIONAL SHINGLES OVER 301b. BUILDING PAPER ON �' r� EXISTING SHEATHING ON ALL ROOFS. PROJECT TITLE RENOVATION / ADDITION _-- ---- -- NEW 18" C CLEAR M� ALA5KAN YELLOW CEDAR . YELLOW CEDAR 5HINGLES NEW 18"CLEAR ALASKAN SHINGLES NEW ROOFING AND SIDING �! 5-1/2" • EXPOSURE � THROUGHOUT. 5-I/2"EXPOSURE OVER �I 301b. BUILDING PAPER Ol'J •. DRAWING TITLE OVER 301b. ALL EXTERIOR WALLS. BUILDING r �1 PAPER ON ALL EXTERIOR EXISTING GARAGE DOOR. r�l WALLS. dell FLOOR M ELEVATION5 PORCH SLAB E31® "x 10" AZEK WATER TABLE WITH 4 DATE SCALE 1-1/4" BLUESTONE PATIO OVER a"x 10"AZEK WATER TABLE WITH DRIP CAP. I/4"=I'-0" r EXISTING CONCRETE SLAB. DRIP CAP. 155UE REAR ELEVATION GANAGE SIDE ELEVATION 4 DEC.18, 2012 R 3 ,�' A3 ' f DRAWING NO. " A3 SCALE: 1/4"=1'-0" SCPaLE: 1/4"=I'-O • pm pm oeft %w REF. NO. •7? -",- "-* "tr^,f.,^1`...t.-.nwf�S� pF I 2 3 4 5 6 7 g 9 10 II 12 13 14 .15 I G 17 IISSUES/ REVISIONS P4 l� v ' K M _ e V J c Iw�1 H e' 2"x 10" RAFTERS @ I G"O.C. 3 2"SPRUNG t" A CROWN. — _ 3 2 SPRUNG CROWN. p R-3 BA 8"WAINSCOT ram` INS LATI SOFFITS V JOISTS 2 x8'@ 16 O.G. 2"xG"STUD FRAME WALLS INTERIOR FINISH TO @ I G. O.C. WITH J" CDX PLY BATHROOM MATCH EXISTING. RATED SHEATHING, 30# • 6L� BUILDING PAPER AND R-19 BATT INSULATION. 13R15ER5 @ 8" � ALL RIG© RESERVED 2012 TREADS=9-1/2" THESE PLANS ARE AN INSTRUMENT OF TY OF LSERVICE AND ARE THE PROPERR-19 GATT \ T CT. INFRINGEMENTS WILL r THE ARCHI EINSULATION. NEW ARCHWAY WITH ;� x BE PROSECUTED. AhAFLLOOR 12BETTER HEADER BEAM. ��, pm FLOOR 4 x EXISTING 2"xG" 515TERED WITH 2"x8"JOISTS \ 2"x I G"O. AW EXISTING 2"xG"515TERED'h'ITH 2"x8"JOISTS ENTRY ��� FOYER NEW DOORWAY. \ ^j NEW CANOPY OVER 2"x6' EXISTING EXISTING N LIVING ROOM DINING ROOM BATHROOM \ � • a"x4"CENTER BEAD ( Q AZEK WANSCOT SOFFITS. EXISTING EXISTING UNRO W/CHAIRRAIL. TO REMA AS 15 NEW R-19 GATT FIREPLACE • INSULATION. p"' 7" SO. PERMACAST COLUMNS. � -- I NG" BASE W/ — - TOP AND SHOE I- "TH. BLUESTONE ON NEW WOOD MOULDING. _-- EXISTING CONC. PORCH. I FLOOR STEPS FLOOR — [:1 �I 2"x8" EXISTING 2"x8" EXISTING MCI EXISTING BASEMENT FOUNDATION EXISTING BASEMENT � � CLIENT OWNER TO REAMIN AS IS. • t 1r M� PEN 'A HEIDI t TERRY 5 E C T 1 0 N ^ FLEMING D SECTION B8 AA Imo' OSPREY NEST RD. SCALE: I/4"=I'-0" SCALE: I/4"=I'-0" I EXISTING EXCEPT AS SH WN . ' EAST MARION, NEW YORK EXI5TI NG EXCEPT A5 SHOWN . l/ 1� MGM PROJECT TITLE RENOVATION / ADDITION C r DRAWING TITLE r rNo SECTIONS r B v 00 DATE SCALE ~ 1/4"=1'-0" I55UE DEC.18, 2012 mm DRAWING NO. AA pm p- 4'�' pom Am _,:,'.`, ,l''`r .ti. Oct REF. NO. I� : :. m:f .�,�s. �, N���ywo I 1 17 1 2 3 4 5 G 7 g 9 10 I I 12 13 14 15 IG 17 155UE5/ REVISIONS ^R 4w i` v« s ..err v I � J ■m" • I� i• r^ 1 , • 2"x 10" RAFTERS @ I G"O.C. 2"x 12" RIDGE RIDGE VENT 1 3-j"5PRUNG 3-z° SPRUNG CROWN. CROWN. I I r^ - -- - - -- --- ---- ---- -- -- - ---- --- - ram\ R-3 BA 8"WAINSCOT SOFFITS I 12 1 2 MOM G r INSU TIO 9� �4 FACEED B TT '~ CX3 CX3 CX3 CX3 W CX3 UC3Lsvmi� R-30 KRAFT _ 2"x8" 16"O.C. p FACED BATT C.I, .f-- EPDM • r' JOISTS 2"x8"@ I G"O.C. r E s 2"xG"STUD FRAME WALLS _ -_-- -- `� i RUBBER 8 WAINSCOT @ I G" O.C. WITH J"CDX PLY MEMBRANE SOFFITS RATED SHEATHING, 30# ` 6 PAPER AND R-19 G• / p� \ 9 OVER y" r..� O20 12 C SLOPED PLYWOOD r ALL RIGHTS RESERVED BUILDING BATT INSULATION. \�O p BED OM � BATH I x4" CASING AWAY FROM w BEDROOM c4 ! BEDROOM � � I THESE PLANS ARE AN INSTRUMENT OF WINDOW. SERVICE AND ARE THE PROPERTY OF EXI ING OOf `L WITH BACK ✓� I- ---- /rN THE ARCHITECT. INFRINGEMENTS WILL � -- ---- __ 12" -- BAND. —� = 1"x " BASE WITH - PER BE PROSECUTED. E 5TIN TO MAI -0" _ TO MOULDING. I I'-G" _p o _ - N _ 12 EXI ING "xG" I5T N i FLOOR x I —� 4 FLOOR EXISTING 2"xG"515TERED WITH 2" 8"J0I5T5 EXISTING 2"xG"515TERED WITH 2"x8"JOISTS k NEW BEAM 34 ' � SPRUNG G'-9" PA55-THRU CROWN ON I' 1 KITCHEN WINDOW n DINING AREA GYP. BD. r 2 BATTEN. < WALK-IN TAPED MASTER EXISTING GARAGE p OPENING BATHROOM I MASTER r AZEK WANSCOT 50 FFIT5. CLOSET i 5PACKLED BEDROOM TO REMAIN A5 I5. TO REMAIN A5 I5. TO REMAIN BATHRO I ! I E 1 NEW l� T ED M R-1 9 MCI cf� AND FAINTED. GATT 4 PANEL EXISTING A5 15. :� 7"5Q. PERMACA5T I � WOOD INSULATION. COLUMNS. PON I-?TH. BLUESTONE ON EXISTING CONC. PORCH. FLOOR FLOOR FLOOR K �x s i -- ^ EXISTING 2"x8" ' -- PORCH SLAB EXISTING CkYr 'OS G ' XS XS s(x1S 'f �vr E I5TING 8"x4"WAINSCOTTING 25-0" NEW R-22 BATT A NEW R-22 BATT WITH HAI IL. INSULATION IN CRAWL ry INSULATION IN CRAWL EXISTING CRAWL JPACE. SPACE. SPACE. NEW MAHOGANY CLIENT/OWNER STEPS. EXISTING �o • BASEMENT FOUNDATION �D EXISTING BASEMENT TO REMAIN A5 15. 5ECTION--(:DD SCALE: I/4"=1'-0" r^ HEIDI TERRY EX15TING EXCEPT A5 5HOWN. FLEMING �1 OSPREY NEST RD. 5ECTION CC � EAST MARION, NEW YORK ..� SCALE: 1/4"=1'-0" EX15T1 NIG EXCEPT A5 5HOWN. r- MCI PROJECT TITLE RENOVATION / ADDITION low DRAWING TITLE _ ®I pow SECTIONS PIP /A DATE SCALE ~ 1/4"=I'-O" t/ ISSUE oA, DEC.18, 2012 L 1�M DRAWING NO. i p=4 ,\EKED AR Ir.\ f.' er,,,.° °,:A"i,'Y iIII low _. F .ri,� ,� t�r• 1 W FO "IG�N I ^I/ REF. NO. 5 6 7 g 1 2 9 10 II 12 13 14 15 16 17 3 �- ISSUES/REVISIONS 4 W II ENCLOSED PORCH ON SLAB CONCRETE SLAB ON GRADE Z �w O Ii U LUIVING ROOM/KITCHEN 5UNROOM/BATH TO — REMAIN A5 15. OPA55-THRU / 0 � BEDROOM 8"STEP WINDOW OPENING REMOVE GARAGE DOORStu DN --- _ p / �) _ 3 REMOVE 5HADED v I y� O i, , m I'I `I O� N /� WALLS AND WINDOWS. J JJlllllll�/.GLL ' REMOVE 5HEAT IN UJ BATHROOM 9ACKT0 SHEATHING. ^� a I- /^ LINEN CLOSET // \` REMOVE WINDOW LUIVING ROOM/KITCHEN/ 5UNROOM/BATH TO \ / REMAIN A5 15. V CLOSET re„I FRIG --J--- �, GARAGE 51 DE ELEVATION 3 Q a o ii I SCALE:3/1 G"=1'-0" GARAGE SLAB LUIVING ROOM/KITCHEN/ i BEDROOM BEDROOM O REMAIN 5UNROOM/IS BATH TO lo � 00 REMOVE SHADED 00 WALL5 AND WINDOWS. L,_ WALL5 VE 5HADED • / AND WINDOWS. w REMOVE SHADED `\ ✓� COVERED PORCH SLAB 1� WALL5 AND WINDOWS. \ l/,{ A \ REMOVE EXISTING ROOF STRUCTURP BACK TO REMOVE BAY WINDOWS CEILING JOISTS ON MAIN PART OF HOU5E ONLY. GARAGE ROOF STRUCTURE TO r� ;�� • REMAIN(NEW SHINGLES). JTJll 1LZZ G LINE OF OVERHANG — — — — — — — — — — — �% . \\ REMOVE EXISTING PORCH ROOF.lip, eZUJJJJI.IIIJ � — — — — � REMOVE BAY A TO BE DEMOLISHED WINDOW. TE WALL5 GROUND FLOOR 2 INDICA S SCALE:3/1 G"=Ill A5 INDICATES EXISTING WALL5 TO REMAIN _ r� (D2012 ALL RIGHTS RESERVED REMOVE WINDOWS. REMOVE WINDOW REMOVE WINDOW REMOVE ALL SIDING /FASCIA 4 TRIM. ~ THESE PLANS ARE AN INSTRUMENT OF REWOVE ALL 51DING BA5KTO SHEATHING. 2x8 - � SERVICE AND ARE THE PROPERLY OF 'A THE ARCHITECT. INFRINGEMENTS WILL M BE PROSECUTED. J 1Aof I I I f rr FRONT ELEVATION 4 ~j SCALE:3/1 G"=I'-O" ACJ s s REMOVE EXISTING ROOF STRUCTURE BACK TO •� CEILING JOISTS ON MAIN PART OF HOU5E ONLY. )•I\ �r r' CLIENT/OWNER Lu w I ENCLOSED PORCH ON SLAB - CONCRETE SLAB ON GRADE J L z O U HEIDI TERRY VENT REMOVE WINDOW REMOVE WINDOW ^ FLEM I NG REMOVE SIDING /FASCIA 4 SOFFITS. M OSPREY NEST RD. EAST MARION, NEW YORK UP S � a 0/ 51DE ELEVATION g 5 pop @) tn d O 3 A6 PROJECT TITLE - O SCALE:3/1 G"=I'-a' N 0 0 z g EXISTING (3)2"x6"BEAM RENOVATION / ADDITION EXISTING POP _ ) . _ . . �— (3)2"x&BEAM }s r�l • DIRT FLOOR IA v _ Low CRAWL SPACE j � DRAWING TITLE GARAGE SLAB _ U REMOVE EXISTING ROOF STRUCTURE BACK TO Em CEILING JOISTS ON MAIN PART OF HOU5E ONLY. i,� GARAGE ROOF STRUCTURE TO I^ z REMAIN(NEW SHINGLES). I� EXI5TING DEMOLITION IL PLANS ELEVATIONS O 5UNROOM TO REMAIN A5 15(INCLUDING ROOF). �d B REMOVE ALL SIDING /FASCIA 4 SOFFITS. � V COVERED PORCH SLAB EH 0 0 DATE SCALE REMOVE ALL 51DING BACK REMOVE A ISSUE TO SHEATHING. RE WINDOW. MOVE GARAGE DOOR. ^ DEC.18, 2012 REMOVE WINDOW POO DRAWING NO. REMOVE 51DING /FASCIA 4 SOFFITS. ^A 2x8 • D APo (T11) FOU N D A T 1 0 N �. SCALE:3/1 G`=1'-0" A6 REAR ELEVATION EIL 6 ;;yy .,.c SCALE:3/1 0'=III /� _ L •� REF. NO. 0 r\I 7 I 2 3 4 5 G 7 8 9 10 I I 12 I3 14 15 1 G 1 - 7 ISSUES/REVISIONS RESIDENTIAL GENERAL NOTES 31 . FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED MEMBRANE. I` IN"32. FLASHING AT ROOF CONNECTIONS, VALLEYS, CHIMNEYS 1. THI5 PROJECT I5 CON5TRUCTrION OF AN ADDITION TO AND CRICKETS SHALL BE ALUMINUM. CLIMATIC AND GEOGRAPHIC CRITERIA AN EXISTING FAMILY RESIDENCE, CLASSIFIED AS R-3. 33. STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS 2. THE HEIGHT OF THIS BUILDING AS DEFINED BY THE OF SLOPED AND VERTICAL SURFACES, EXCEPT STEP GROUND SNOW LOAD 20 PSF (PER FIG. R301.2 (5) RCNYS) RESIDENTIAL CODE NEW YORKC STATE IS I T-3". FLASHING AND COUNTER- AND CAP- FLASHING SHALL BE WIND SPEED 120 MPH (PER FIG. R301.2 (4) RCNYS) THE FLOOR AREA IS 1,1 29.2 SQ.FT. FOR THE EXISTING FIRST FLOOR, USED AT INTERSECTION OF ROOF AND CHIMNEY, AND SEISMIC DESIGN CATAGOKY B (PER SECT. R301.2(2) RCNYS) AND 304.9 SQ.FT FOR THE NIEW SECOND FLOOR. ROOF AND WALLS. WINTER DESIGN TEMP I I OF (PER TABLE N 1 101.2) S TYPE V(B). INDICATED INSULATION SHALL BE BATT INSULATION OF THICKNESS FLOOD ZONE ( N/A ) (PER FEMA MAP) 3. THE TYPE OF CONSTRUCTION I THE REQUIREMENTS OF THE 2007 INDICATED ON THE DRAWINGS AND SHALL BE 2-Y2 LB. FROST LINE DEPTH 36" 4. ALL WORK SHALL CONFORM'T DENSITY FIBER-GLASS BATTS CONFORMING TO THE WEATHERING PROBABILITY SEVERE (PER FIG. R301.2(3)RCNYS) RESIDENTIAL CODE OF N.Y.S.. AND THE AF rt PA WOOD FRAME SPECIFICATIONS FOR PRE-FORMED FIBROUS GLA55 CONSTRUCTION MANUAL 1995 513CHIGH WIND EDITION INSULATION. NAAMM STANDARD 51, 1b-70. DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) •tl 5. ASSUMED 501L BEARING CAPACITY. 1,500 Ib./5q.Ft. 35. INTERIOR DOORS SHALL MATCH EXISTING. ROOMS OTHER THAN SLEEPING 40 PSI (PER TABLE 301.5 RCNYS) "41 G. CONCRETE TO BE PLAIN, UNREINFORCED, 3,000 p5i. - 28 DAY TEST, 3G. NEW HARDWARE SHALL MATCH EXISTING. SLEEPING ROOMS 30 P51 (PER TABLE 301.5 RCNYS) 7. ALL FOOTINGS TO REST ON II 2" BELOW VIRGIN, UNDISTURBED SOIL. 37. GYPSUM BOARD SHALL BE EASED EDGE TYPE, ATTICS WITH LIMITED STORAGE 20 PSI (PER TABLE 301.5 RCNY5) r� J CONFORMING TO ASTM C36, AND SHALL BE ~1 8. DESIGN LOAD CALCULATION ARE BASED ON: ATTICS WITHOUT STORAGE I 0 PSI " LIVE LOAD: AS PER TABLE R,30 I .4, RESIDENTIAL CODE OF NEW YORK STATE. SHEETROCK 5W" BY U.5. GYPSUM CO. OR APPROVED STAIRS 40 PSI (PER TABLE 301.5 RCNYS) DEAD LOAD: CALCULATED A5 PER R301.3 AS PER RCNYS. EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE Y2". SNOW LOAD: 45 P51 GROUND SNOW LOAD (AS PER FIG. R301.2(5) RCNYS. 38. ALL NEW AND REPAIRED GYP. BOARD SHALL BE TAPED RIDGE SEISMIC DESIGN CATAGORY B. AND 5PACKLED THREE (3) COATS. ALL EXTERIOR CORNERS SHALL HAVE METAL CORNER BEADS. WIND UPLIFT AND EXP05UR:E CATAGORY "C", FOR 120 MPH 3 SECOND GUST. 39. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS RIDGE TENSION STRAP LOCATION LIIVE DEAD DEFLECT LIMIT AND INSTALLED WITH THIN SET ADHESIVE. ►� 40. EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN 15t FI. 410 LB 12 U3GO MOORE OR APPROVED EQUAL, APPLIED IN ACCORDANCE Ask 2nd FI. (SLEEP AREA) 3iO LB. 12 U360 WITH MANUFACTURER'S SPECIFICATIONS AND ATTIC (NON 5TORGE) 2!0 LB. 10 U3GO RECOMMENDATIONS. COLOR TO BE SELECTED. NAILING SCHEDULE ✓o ROOF 20 LB. GROUND SNOW 15 LB. U3G0 41 . EXISTING INTERIOR WALLS AND CEILINGS SHALL BE (PER AF E PA AMERICAN WOOD COUNCIL WFCM FOR CLEANED AND REPAINTED. NEW WALLS AND CEILINGS ONE AND 7W0 FAMILY DWELLINGS 1995 515C HIGH WIND EDITION) 9. ELECTRICAL WORK TO CONFORM TO RESIDENTIAL CODE OF NEW YORK STATE SHALL BE SEALED AND PAINTED. PAINTING SHALL BE TWO JOINT DE5CRIPTION NUMBER OF NAILS NAIL SPACING • • rm AND THE NATIONAL ELECTRIC CODE, AND ANY APPLICABLE LOCAL CODES. (2) COATS BENJAMIN MOORE AQUA PEARL LATEX PINTED, \' 10. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AS REQ'D BY CODE. COLOR TO BE SELECTED . ROOF FRAMING -RIDGE RD RAFTER TO TOP PLATE(TOE-NAILED) 3 PER,RAFTER 1 1 . ALL EXPOSED WATER PIPING ,AND/OR HEATING DUCTS TO BE INSULATED. 42. INTERIOR TRIM SHALL BE SANDED SMOOTH, PRIMED, CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER JOINT AND FINISHED WITH TWO (2)COATS BENJAMIN MOORE CEILING JOINT TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP 12, ALL CONSTRUCTION 15 TO BIE IN ACCORDANCE WITH PREVAILING CODES LATEX ACRYLIC SEMI-GLOSS PAINT . CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP OPEC) SEAT AND STANDARDS. 43. PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION, RIDGE STRAP(EACH END) 2 PER TIE 13. ALL WINDOWS TO BE THERMAL INSULATED LOW-E GLASS, WITH ARGON GAS. EQUIPMENT AND SERVICES NECESSARY TO PROVIDE A BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END J015T HANGER. HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES RIM BOARD TO RAFTER(END-NAILED) 2-I Gd EACH END WOOD BEAM PER WFCM SBC TABLE 2.4 14. THE ARCHITECT ASSUMES N(O RE51`05IBILITY FOR THE CONSTRUCTION AS REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, WALL FRAMING PROVIDING 6 EA. 8D COMMON NAILS jy�M MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE TOP PLATE TO TOP PLATE(FACE-NAILED) 2-I Gd PER FOOT Oak TOP PLATes AT wrERSEcrlonJs(FACE-NAILED) a-I Gd JOIST EA.51DE RIDGE IN EACH END OF 1-I/4" 20 GAGE STRAPS SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE WORK. STUD TO STUD(FACE-NAILED) 2-I Gd 24"o.C. FOR 120 MPH FASTEST WIND SPEED. 4w THERE ARE NO WARRANTIES„ NOR ANY MERCHANTIBILITY OF FITNESS 44. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, HEADER TO HEADER(FACE-NAILED) I Gd I G"O.C.ALONG EDGE5 FOR A SPECIFIC USE EXPRE555ED OR IMPLIED IN THE USE OF THESE EUIPMENT, AND SERVICES NECESSARY TO COMPLETE ALL TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-IGd,3-IGd,4-IGd PER 2x4,2xG,2x8 RE51"ECCTIVELY CROSS SECTION END VIEW PLANS. NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AS BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, - s SPECIFIED HEREIN, OR REASONABLY IMPLIED AS END JOIST OR BLOCKING( ACE-NAILED) 2-I Gd PER FOOT PON 15. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. NECESSARY TO COMPLETE THE WORK. FLOOR FRAMING DO NOT SCALE DRAWINGS. (FOLLOW DIMENSIONS ONLY. r^ 45. ALL FIXTURES, FAUCETS, ACCESSORIES, ETC. SHALL J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAMED) 4-Sd PER J015T ww !G. CONTRACTOR(5) SHALL FUPt1415H AND INSTALL ALL MATERIAL AND EQUIPMENT CONFORM TO THE NEW YORK STATE ENVIRONMENTAL BRIDGING TO JOIST( 2-8d EACH END CNSERVATION LAW WITH REGARDS TO WATER SAVING BLOCKING TO JOIST(TOEOENAILED)-NAILED) 2-8d EACH END �� 5HOWN,LI5TED, OR DE5CRIBsED ON THESE DRAWINGS SUBJECT TO BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK QUALIFICATIONS, CONDITIONI5, OR EXCEPTIONS AS NOTED. CONTRACTOR AND CON5EVATION. ALL FIXTURES SHALL BE ON THE LEDGE STRIP TO BEAM(FACE-NAILED) 3-I Gd EACH JOINT SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER J015T COMPLETE THE WORK. FIXTURES" AS PUBLISHED BY THE NEW YORK STATE BAND JOIST TO J015T(END-NAILED) 3-I Gd PER JOI5T \ 17. CONTRACTOR SHALL DO ALL,PATCHING REQUIRED DUE TO REMOVAL DEPARTMENT OF ENVIRONMENTAL CONSERVATION. BAND J015T TO 51LL OR TOP PLATE(TOE-NAILED) 2-I Gd PER FOOT OF EXISTING WORK AND/OR II1\15TALLATION OF NEW WORK. 4G. ALL WORK ON THE PLUMBING SYSTEM SHALL BE ROOF SHEATHING pill 18. ALL NEW WORK SHALL MATCIH AND MEET FLUSH TO EXISTING WORK PERFORMED BY OR UNDER THE SUPERVISION OF A 5TRUCURAL PANELS 8d (TABLE 3.8) AS CLOSELYAS POSSIBLE UNJLESS OTHERWISE NOTED. PROPERLY LICENSED MASTER PLUMBER. UPON DIAGONAL BOARD SHEATHING o ALL RIGHTS RESERVED COMPLETION, THE PLUMBER SHALL PROVIDE A SOLDER I N 1 OR I WI 2-8d PER SUPPORT \ o ° 1 19. ALL MATERIAL SHALL BE INSTfALLED IN STRICT CONFORMANCE WITH IN I o"OR WIDER 3-8d PER SUPPORT MANUFACTURER'S REQUIREMIENT5 AND SPECIFICATIONS. CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOLD. SERVICE AND ARE THE PROPERTY OF CEILING SHEATHING �� THESE PLANS ARE AN INSTRUMENT OF 20. CONTRACTOR SHALL OBTAIN4 ALL REQUIRED INSPECTIONS, APPROVALS 47. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR - - -- ✓M CATIONS, LICENSES AND GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD ��'� � AND CERTIFICATE OF OCCUPANCY. ____ /N THE ARCHITECT. INFRINGEMENTS WILL ALL PERMITS, CERTIFICATIONS, - BE PROSECUTED. 2 1. CONTRACTOR SHALL DEMOLISH PARTS OF EXISTING ROOF AS NECESSARY, INSPECTIONS A55 REQUIRED BY LOCAL, STATE, AND WALL SHEATHING STRUCURAL PANEL 8D (TABLE 3.9) �� \ _ pm AND REMOVE DEBRIS. FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE FIBERBOARD PANELS = 22. EX151TNG STRUCTURE AND 11`VTERIOR5 TO REMAIN SHALL BE PROTECTED JURISDICTION. 7/1 G" GD 3"EDGE/G"FIELD = \ ,r AS NECESSARY DURING DEMOLITION AND CONSTRUCTION. 46, FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT, 25/32" 8D 3"EDGE/G"FIELD \ �� 23. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL TOOLS, AND SERVICES NECESSARY AND REQUIRED FOR GYPSUM WALLBOARD 5d coolers 7"EDGE/ I0"FIELD NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW HARDBOARD 8d (TABLE 3.9) ^R HOOK-UP, REMOVAL, OR CAPPING OF EQUIPMENT AS NECESSARY. ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, DIAGOPARTICNAL BOARD 8d (TABLE 3.9) DIAGONAL BOARD SHEATHING 24. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND BUT NOT LIMITED TO: CONNECTIONS TO PREVIOUSLY ING'OR 1N8" 2-8d PER SUPPORT SERVICES NECESSARY TO COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED INSTALLED ELECTRICAL SYSTEMS, WIRING, LIGHTING, IN 10"OR WIDER 3-8d PER SUPPORT • BY THE DRAWINGS AS SPECIFIED HEREIN, OR REASONABLY IMPLIED AS SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION FLOOR SHEATHING NECE55ARY TO COMPLETE 1fHE WORK. EQUIPMENT, CONNECTIONS TO APPLIANCES, 5TRUCURAL PANELS PROVIDE 8x 8d COMMON NAILS IN EACH END OF 1-1/4"x ~ 25. FASCIAS, SOFFITS AND EXTffRIORTRIM SHALL MATCH EXISTING. GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND I"OR LE55 8d G"EDGE/ 12"FIELD 20 GAGE STRAP FOR LATERAL/SHEAR CONNECTION 2G. INTERIOR TRIM SHALL MATCI:H EXISTING. DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN GREATER THAN I" IOd WEDGE/G"FIELD _j AT RAFTER WALL CONNECTION (TABLE 3.35)WFCM-1395 27. FRAMING ELEMENTS: ON THE APPLICABLE DRAWINGS AND AS NORMALLY DIAGONAL BOARD SHEATHING SPECIFIED IN THIS TYPE OF PROJECT AND INCLUDING I"xG"OR I"x8" 2-8d PEP 5UPPORT FOR 120 MPH FASTEST WIND SPEED. I®1 A. ALL FRAMING LUMBER:SHALL BE GRADE STAMPED DOUGLAS FIR- CONNECTIONS TO PREVIOUSLY INSTALLED I"x I o"OR WIDER 3-8d PER 5UPPORT o � LARCH STRUCTURAL GRADE N0.2 OR BETTER. TRANSFORMERS AND ELECTRICAL DITRIBUTION � r B ALL SHEATHING TO BE APA RATED, EXPOSURE 1, THICKNESS AS INDICATED. SYSTEMS. rA C ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR, EXPOSURE 1, 49. AL WORK SHALL CONFORM TO THE REQUIREMENTS OF 3/4" MIN. THICKNESS.. THE 2007 ELECTRICAL CODE OF NEW YORK STATE,THE 00 D ALL HEADERS 0-0"AMID OVER SHALL BE SUPPORTED WITH DOUBLE NATIONAL ELECTRICAL CODE, NFPA NO, 70-1984 (NEC), UPRIGHTS, 9'-0"AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND r HEALTH CAT(OSHA), THE NATIONAL ELECTRICAL BE A MIN. OF(2)2"x8"'OR AS SHOWN ON DRAWING. MANUFACTURERS' ASSOCIATION (NEMA) AND ANY OTHER E SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR APPLICABLE CODES. IN THE EVENT OF CONFLICT, THE CLIENT OWNER BEAMS AS PER N.Y.S.. CODE OR AS NOTED @ 5-0" STRINGENT REQUIREMENTS WILL APPLY -0"O.C. MIN.. - . � / PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. 50. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL F DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC.) BEAR THE UNDERWRITERS LABORATORIES, INC. LABLEL FLOOR OR AS NOTED ON DRAWINGS. - AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH t JOIST G DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR THEY WILL BE INSTALLED. AS NOTED ON DRAWIING5. 5 1 . ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE H ALL FLUSH WOOD CODNNECTION5 SHALL BE FASTENED WITH RATED PERFORMED BY OR UNDER THE SUPERVISION OF A lrl GALVANIZED METAL COONNECTOR5 BY"SIMP50N"OR APPROVED EQUAL. PROPERLY LICENSED MASTER ELECTRICIAN. I NAILING SCHEDULE SMALL BE A5 PER N.Y.5. BUILDING CODE AS A MINIMUM. 52. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ^ H EI DI TERRY D ALL 2"xG"STUDS 5HA�LL RECEIVE 5 I Od NAILS AT SILL AND PLATE. ALL PERMITS, LICENSES AND INSPECTIONS AS REQUIRED 1� ALL EXTERIOR NAILS SHALL BE GALVANIZED. BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, AND ALL OSPREY NEST RD. J PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C. EXTERIOR EDGES ANY OTHER APPLICABLE JURISDICTION. r^ AND Gd NAILS @ 12"(O.C. INTERMEDIATE. 53. CARBON MONOXIDE DETECTORS 5HALL15E DIRECTLY PROVIDE 8x 8d COMMON NAILS IN EACH END OF 1-1/4"x MCI K ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. CONNECTED TO THE LIGHTING CIRCUITS WITH NO 20 GAGE STRAP @ ROOF TO WALL, WALL TO WALL, AND ICI EAST MARI ON, NEW YORK L ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH INTERVENING WALL SWITCH. LINE CORD-CONNECTED, DIRECT PLUG-IN, AND BATTERY POWERED ALARMS ARE WALL TO FOUNDATION CONNECTIONS (TABLE 3.38) !■N GALVANIZED HURRICANE TYPE CONNECTORS BY"51MPSON"OR APPROVED NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON J Q FOR 120 MPH FASTEST WIND SPEED. � EQUAL. FOR TIMBER(PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL EACH LEVEL ON WHICH SLEEPING QUARTERS ARE PER PERIMETER JOISTS TO GIRDER CONNECTIONS. LOCATED. 25. PROVIDE 7/I G" Th. PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND 54. SMOKE DETECTORS IN CONFORMANCE WITH THE N DOORS. PANELS TO BE LABELED FOR EACH OPENING. PROVIDE FASTENERS IN ELECTRICAL CODE OF NEW STATE AND THE RESIDENTIAL CODE OF NEW YOR YORK STATE, THE NFPA I� PROJECT TITLE ACCORDANCE WITH TABLE 11 GO9.f.4 BLDG. CODE OF NEW YORK STATE. NATIONAL FIRE ALARM CODE NO. 72-1993 SHALL BE 29. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA, IN r'®'� RENOVATION / ADDITION 30. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF/* PA WCFM-1995. EACH 5FLEEPING AREA, AND ON EACH FLOOR LEVEL. (SEE NAILING SCHEDULE) ~ vv FLOOR POP J015T r • 2'-10" y y 2'-10" 2'-10 1/4" y 2'-10 1/4" y y y 6'-2" S Ilk _ t I I" I I" I I" I I" I I" I I" I I" I I" I I" I I" I I" �9 I/2" 9" 9" 9 I/2" I !" lo° io° 11° 10° low 11� A GENERAL NOTE `I- - am, CLIMATIC RI ERIF_ � I NAILING SCHEDULE 0000NNECTION DETAILS N � o1 _ - NN WINDOW DOOR PANELS N N m I ch _ V N oC N v I _ co I _ f� "= '_ " N m - - ►\ N N I o ° o ~ DATE SCALE 2,-8„ RO II N N m I - UPLIFT CONNECTIONS , 3/IG -1 0 e I55UE N - - 1 I I I I � I o I ol• � 1 iv � DEC. 18, 2012 N z'-8 1/8" R.O. `, ` M (2) C 3 N 2'_8" R.O. DRAWING NO. - - - - - 2'_8 1/8" R ` .Q. IL N= 1 C O N N E C T i O N S DETAIL 08 WOODSCREW N (4) CX 14 (12)WDH2G42 SCALEO' A T S ED A ROUGH (1 2) WDH2642 - c� I 1/2`'f�I '[P rF taar �� �o MCI OIPENING N ; .. ,._`??-). _ PANEL DE51GN BASED ON I OG9.I - yi PANEL 2-1 12"#8 WOOD SCREWS BUILDING CODE OF NEW YORK STATE. P, +. I t r� + r^ !6"O.C. MAX. r v•r.: r• r. 7/I6"PLYWOOD PANELS @ - 3'-0" R.O. = 6'-0" R.O. * PM PANELS 1 ZES IF SPAN OF PANEL IS OVER G'-O" USE SCREWS @ 1 2"O.C. 1/2'."=1'-0" (1) 30G5 DOOR (1) 60G8 DOOR REF. NO. 1 1 17 I 2 3 4 5 6 7 8 9 1 . 0 II 12 13 14 15 1 6 17 ISSUES/REVISIONS �44W r� 1 1 e GFI 2" qp J A co i► sD ` ;"_; i 5D �- D -7-'�S7 _ IA ° A ,cr) , b Q° '° G e r^ ©201 2 r ALL RIGHTS RESERVED peol THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF /h THE ARCHITECT. INFRINGEMENTS WILL ^/q BE PROSECUTED. 1 �w A TI NG TO KEMAI N EXCEPT AS 5f-1 OWN. SECOND FLOOK ELECTRICAL 2 i SCALE: 1/4"= 1'-0" f: _ I �J VE1 xo4;' ff NT / J �I it \ vw"p A _ rr CO CLIENT/OWNER r L, r1 � M► a � �� ICI 00 --- r H EI D I TERRY FLEM I NG D ElABOVE L L \ OSPREY NEST KD. pw Ow" EAST MARION, NEW YORK 00-1 PON pop Im I / Awo ICI PROJECT TITLE � Ex. RENOVATION / ADDITION mill 11K DRAWING TITLE �I El ELECTRICAL PLANS ❑ ❑ d► EXISTING TO REMAIN EXCEPT AS 5t10WN. •� 1� oI DATE SCALE 1/4"= 1'-0" G K 0 U N D F L O O K A I5SUE A14W DEC.OG, 2012 M DRAWING NO. ELECTKICAL I T;!r 4� FFL BF� po lir PER %w REF. NO. ,�� _ I117