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HomeMy WebLinkAbout38322-ZNo: 37388 Town of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: SCTM #: 473889 2710 Dignans Rd, Cutchogue, See/Block/Lot: 83.-2-6.2 Date: 1/20/2015 1/20/2015 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/14/2013 pursuant to which Building Permit No. 38322 dated 9/16/2013 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: alterations and additions including second floor deck and trellis covered deck, to an existing one family dwelling as applied for. The certificate is issued to Filon, Michael & Filon, Elyse (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38322 12/2/2014 PLUMBERS CERTIFICATION DATED 9/26/2014 evin Rempe Plumbing A ed ignature owl, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 38322 Date: 9/16/2013 Permission is hereby granted to: Filon, Michael & Filon, Elyse 15841 Double Eagle Tri Delrav Beach. FL 33446 To: Additions and alterations to an existing single family dwelling as applied for. At premises located at: 2710 Dignans Rd, Cutchogue SCTM # 473889 Sec/Block/Lot # 83.-2-6.2 Pursuant to application dated 8/14/2013 and approved by the Building Inspector. To expire on 3/18/2015. Fees: SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ADDITION TO DWELLING $628.80 $50.00 Total: $678.80 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. if a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. 9- r3 New Construction: Old or Pre-existing Building: (check one) Location of Property: 10 S tin C--tj T _,q0& 0 House No. Street r- Hamlet Owner or Owners of Property: AA t �-( h-�, f— ((2y� � � Ld P.j Suffolk County Tax Map No 1000, Section g , Block C> Z Lot C . Z Subdivision Filed Map. Lot: Permit No. 3g��� Date of Permit. —/ — Applicant:_ g ,Q Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ SD 1 OT") Appl,Vagf�ignature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 roper.richert(aD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Filon Address: 2710 Dignans Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 38322 Section: 83 Block: 2 Lot: 6.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement Commerical Outdoor X 1st Floor New Renovation X 2nd Floor Addition Survey Attic INVENTORY Service Only X Pool X Hot Tub Garage Service 1 ph Heat gas Duplec Recpt 53 Ceiling Fixtures 8 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 12 Wall Fixtures 21 Smoke Detectors Main Panel 200a A/C Condenser 3 Single Recpt Recessed Fixtures 76 CO Detectors 2 Sub Panel A/C Blower Range Recpt 30a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt1-30 Emergency Fixture Time Clocks Disconnect Switches 76 Twist Lock Exit Fixtures Ed TVSS El Other Equipment: 4 -paddle fans, 5 -exhaust fans, 1-30a wall oven, 6ft lighting track Notes: Inspector Signature: Date: Dec 2 2014 81 -Cert Electrical Compliance Form.xls o��QF SO!/T�o Town Ball Annex Telephone (631) 765-1802 54375 Main Road _ Fax (631)..765-9502 P.O. Box 1179 Southold, New York 11971-0959 ol�CO BUILDING DEPARTMENT TOWN OF SOUTHOLD .CERTIFICATION Date: of i0 Building Permit No. Owner: lease print) Plumber: ( /�I � S ol v� C'C (Please print) I certify that the solder used in the water supply system contains less.than 2/10 of I% lead. Swornto before me this�� day of 20� Notary Public, �sq :::C ounty CONNIE D. BUNCH Notary Public, State of New York No. 01 BU6185060 Qualified in Suffolk County Commission Expires April 14, 4(11 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 NSPECTION [/FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ [ ]FRAMING /STRAPPING [ [ ]FIREPLACE &CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ [ ]ELECTRICAL (ROUGH) [ REMARKS: ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE 110171t13 ANSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [ ] F NDATION 1ST [ ]ROUGH PLBG. [ FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ] ELECTRICALkFINAL) REMARKS: DATE � ( INSPECTOR f� Of SO//1�06 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [DOUGH PL13G.c9'�°'"-� 7UNDATION 2ND [ ]INSULATION [ FRAMING/STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR _�� �o��Of SOUryo� ��UN1'1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE A CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) f 1 CODE VIOLATION [ ] ROUGH P BING [ ] IN ATION INAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) f 1 CAULKING DATE �`� � INSPECTOR 3�3 zz� TOWN OF SOUTHOLD BUILDING DEPT. 7)v-1802 INSPEC ON [ ] FOUN TION 1ST [v] ROUGH PLBG. [ ] F NDATION 2ND [ ]INSULATION FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION f 1 ELECTRICAL (ROUGH) f 1 ELECTRICAL (FINAL) DATE � � �n INSPECTOR -AV I o of Solt '91 ni, A* TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION 1ST [ I ��PLI§G. FOUNDATION 2ND [,-fiNSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION 1IRE R�ESIST�ANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: Z 3113 DATE. INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: E [ ]ROUGH PLUMBING [ ]INSULATION [ ]FINAL C I FIRE SAFETY INSPECTION [ ] FIRE RESISTANT a¢nErnunon N� ELECTRICAL (FINAL) [ ]CAULKING DATE �Z 2 � INSPECTOR � FOUNDAMI; (IST) FOUNDATION (2ND) m 7- irdFIR �2 I ROUGH G & JRZ/ INSULATION PIM N. Y. STATE ENERGY COpE FINAL r; AjWA ._J� - • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILD'iNG DEPARTMENT Do you have or need the following, before applying? TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFo rk. net PERMIT NO. Examined 20_1:5 Approved o 20 1 :�> Disapproved a/c Expiration 20 14 AUG 2013 6;.Dr DE -PT. TOU,,,'r OF SKIHOLD Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Contact: Mail to: Phone: INSTRUCTIONS Date 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, anew permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises C -R4 �L_ .E- c�L'-1 S c 6 %-. o,J (As on the tax roll or latest deed) If applica c tior signature of duly authorize�f officer f4t,,o (Name and tib 6f corporate officer) Builders License No. R$7 to - f-{ Plumbers License No. Electricians License No._ Other Trade's License No. 1. Location of land on which proposed work will be done: -D-1( d -D t L kA� } !?—rte A4-3 Cu TRK O G vz� House Number Street Hamlet County Tax Map No. 1000 Section TC3 Block C`) Z Lot (4, - Z 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 (L.cS b. Intended use and occupancy5i�p 3. Nature of work (check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work 4. Estimated Cost '2bb . cs u a Fee (Description) (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 2- c.a-� 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. i 7. Dimensions of existing structures, if any: Front - ,� St Rear 3 �< � Depth 70 Height Number of Stories ;L Dimensions of same structure with alterations or additions: Front 38 Rear 3 8 % 11 Depth ~7& Height Number of Stories a r 8. Dimensions of entire new construction: Front 1P- 'I Rear < Depth Height Number of Stories ( 9. Size of lot: Front Rear t'3-7 Depth 2� 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NO—�<-Will excess fill be removed from premises? YES NO 14. Names of Owner of premises tic 1 c+tA!a- 4-- Address 'Phone No.cs-(. 1)"s-7 ' 31 Z Name of Architect _'`Turco t 7w Address -'ES n+ Ec�ID c-nk`- P ne No � 3R - 2AA0 Name of Contractor S,.q 6L—w- Address "CjJU`t , hone No. G; t Z9'a -ro3 (p 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESCj'Z NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES K NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO' * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the CONNIE D. BUNCH Notary Public, State of New York Corporate Officer, etc.) Qualified in Suffolk Countj o� Fr: s icet Emires Apz'il 1 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 day of 20 1 Notary Public Signatur of Applicant Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 rtcFw6� roger richenso ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 3 Company Name: Name: ,9 License No.: S — Address: Phone No.. :6 /61 S 1(0 JOBSITE INFORMATION: (`Indicates required information) *Name: �/LD A, L. El 61 YS 15� *Address: 6� 7/ 0 b 1 G MA&I S a t a11Z-110 TPC *Cross Street: S pL)NYJ BUJ - *Phone No.: (o i X73 2 1 Permit No.: ?--,, as Tac Map District: 1000 Section: Block: Lot. *BRIEF DESCRIPTION OF WORK (Please Print Clearly) /pp %© 4&Lu p( (Please Circle All That Apply) *Is job ready for inspection: YEE(/-7N19 Rough In Final *Do you need a Temp Certificate: YES NO ' Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re -connect Additional Information: Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 82 -Request for Inspection Form 08/05/2013 15:01 6317659064 ZONINGBDOFAPPEALS PAGE 01/02 SCOTT A. RUSSELL SUPERVISOR TOWN FIALL - 53095 MAIN ROAD 'Col. (63J)-765-3560 JAMES A. RICHTER, R.A. MICHAEL M. COLLINS, P.E. TOWN OF 2MOT Nt:�P YORK 11971 Fox. (631) -'>'b5 -90I5 ..�S+SZ1L1S?Ln.t�v.0 OFFICE OF THE ENGINEER 0'9 �-" 16 5A souvN of souTEloLA (To be completed by the applicant) TO: Engineering Department FROM: 71-6�( Department DATE: 3 APPLICANT, ]P� t PERMIT #: S.C.T.M #: &&4woffift t A' id�Chapwr238;s"tor'mWator BRIEF PROJECT DESCRIPTION: ��-"� w 3 S I S f S b N W S O£ a ( SNLti (� f t`10 'R' >V IM pN A- �. if A 06W VOor- 16 i NSIALL'YD/ MAI�� Lv"`� PC TIVCIN j S R e S� K�6R&jI.9W G DA 1q I WA CIA,- cru rl t, Betdv � 4v Oe ut 7/22/2013 REVISED 7124/2013 CHAPTER 236 Stormwater Review Checklist APPUCAM.- S.C.T.M. ik PHYSICAL ADDRESS: Stormwater Management Control Plan Requirements Yes No NA If No or Please Provide Additional Information 1. Pian drawn to scale of not less gm 60 feet to the inch showing: a. location and description of property boundaries b. total site acreage c. existing and natwal and man-made features on and within 500 feet of the site boundary as required in §236-17 C 2 . / d, test hole data indicating soil characbm istics and the depth to water ,,/ E,c I $ ,� t•, L 5 q..� i ,� m„µ,4 e ,� e, proposed limits of clearing Rnd the total area of proposed land disturbance ✓ N cs C_c,E,q,,�.{r. h+ �'Z-� 5S A-(. E existing and proposed contours of the site (minimum 2' interval) g. location of all existing and proposed structures, roads, driveways, sidewalks 4a bage im avemerlts and utilities h, spot grade and finished floor elevations for existing and proposed structures i. location of the swimming pool discharge o 4 3. location of proposed soil stockpile area(s) N o r -w �E l:. location of the proposed construction entrance/staging mess S 1-0 r -j C 7 1. location of the proposed conn to washout area ✓ N e �, m. location of all proposed erosion and sediment control measures 2. Pian includes calculations showing that the stormwater improvements are sized to capture, store and infiltrate on-site the runoff from all impervious surfaces enerated by a two-inch rainfall 3. Detail diary (teguired S1trl# &_a=rovaA provided for: a. erosion and sediment controls b. construiction entrance c, inlet structures (e.g. catch basins, trench drains, etc.) d, leaching structures (pg. infiltration basins, swalm, etc.) ✓ REVISED 7124/2013 ELM w - •s mar -��,�r�.a Oil Eim lin w F 11A „ „ 0 ipf � �Sv .. ,` r3 . "AL .. . ? . y A . « < 411 \ 2 r CGenerated by REScheck-Web Software NJ( Compliance Certificate Energy Code: 2010 New York Energy Conservation Construction Code Location: Albany County, New York Construction Type: Single Family Project Type: Addition Glazing Area Percentage: 15% Heating Degree Days: 6894 Climate Zone: 5 Construction Site: Owner/Agent: Cutchogue, New York 11935 Compliancei -Passes using UA trade-off Compliance: 3.0% Better Than Code Maximum UA: 533 Your UA: 517 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. Designer/Contractor: Ceiling: Flat or Scissor Truss 1630 30.0 0.0 57 Ceiling: Cathedral 640 30.0 0.0 22 Wall: Wood Frame, 16in. o.c. 3880 19.0 0.0 198 Window: Wood Frame, 2 Pane w/ Low -E 236 0.290 68 Door: Glass 336 0.290 97 Floor: All -Wood Joist/Truss Over Uncond. Space 2270 30.0 0.0 75 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web an t mply with the mandatory requirements listed in the REScheck Inspection Checklist. —tel0yy)4s ��+� k-�- g`I 22013 Name - Title Signatu Da e Project Title: Report date: 08/05/13 Data filename: Page 1 of 4 Generated by REScheck-Web Software Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Albany County, New York Construction Type: Single Family Project Type: Addition Glazing Area Percentage: 15% Heating Degree Days: 6894 Climate Zone: 5 Ceilings: ❑ Ceiling: Flat or Scissor Truss, R-30.0 cavity insulation Comments: ❑ Ceiling: Cathedral, R-30.0 cavity insulation Comments: Above -Grade Walls: ❑ Wall: Wood Frame, 16in. o.c., R-19.0 cavity insulation Comments: Windows: ❑ Window: Wood Frame, 2 Pane w/ Low -E, U -factor: 0.290 For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door: Glass, U -factor: 0.290 Comments: Floors: ❑ Floor: All -Wood Joist/Truss Over Uncond. Space, R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. 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/door jambs 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. 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. Project Title: Report date: 08/05/13 Data filename: Page 2 of 4 (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) Corners, 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: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ 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. L1 Insulation R -values and glazing U -factors are clearly marked on the building plans or specifications. Duct Insulation: Lj 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. 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). Lj 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: rl 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: Cj 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. F-1 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. Project Title: Report date: 08/05/13 Data filename: Page 3 of 4 Swimming Pools: Ll Heated swimming pools have an on/off heater switch. F1 Pool heaters operating on natural gas or LPG have an electronic pilot light. Lj 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. F1 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: 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 V). Certificate: Lj 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: Report date: 08/05/13 Data filename: Page 4 of 4 �J(2010 New York Energy Conservation Construction Code Certificate Ceiling / Roof 30.00 Wall 19.00 Floor / Foundation 30.00 Ductwork (unconditioned spaces): Window 0.29 Door 0.29 NA Heating System: Cooling System: Water Heater: Name: Date: Comments: 0 UTILITY POLE LIL 25 Wp008U�HE'D Z! But% 14 G jS LAND • Sp UI VI) S X626, D 3g CN E Dry LINE G 1 07+ n5 JUNE 25,N2 �� N WATER MARK J - M 4 - :,DOOo fk BULKH fAp — OF IAWN UwN N d- gUlX3��'•W - -- WOOD BULKHEAD OF BLUFF OF BLUFF y _43.7• x'30 2ND °0 3 W D'FCppR �'eY 16.2, o BECK � r 2?•5' 35.7• ----- C-uc>srr =r-' /0 9 6• ��CO� ti u Q � » . p ro U 0:) -LO-L( DECK) y 9 J 3.0 3.2• N O eC o, A: 'y - r Z o 2 • • rJ �. 3o q `v o 3 35.1. �u WW / V 2 N t / u Li >i W N Vrx� / CN O • Z N y~ Ike q-16 0� E O ' • /� pfd ` \ ` ., OFD/R _ • • i , ; Oma; \ ` � � - ,- _ <. ,�. ,•.�,,,.,,,.F qf- \ Lj z �• O ; In O . • r- 9 o \ N 9s •• s' \ sow oo; v 'o ' Q• PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED \ Q FOR SUCH USE BY THE NEW YORK STATE LAND p TITLE ASSOCIATION. �f OF New -(WT z +, Y.S. Lic. No. 50467 Nathan Taft Corwin III Land Surveyor Successor To: Stanley J. Isoksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plons — Construction Layout PPC NE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 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 ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. SURVEY OF PROPERTY SI T UA TE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-83-02-6.2 SCALE 1 "=30' AUGUST 5, 1999 JUNE 25, 2012 UPDATE SURVEY AREA = 44,616 sq. ft. (TO TIE LINE 1.024 ac. ON 06/25/12) CER TIFIED TO: MICHAEL G. FILON ELYSE N. FILON FIDELITY NATIONAL TITLE INSURANCE COMPANY I I r7jLC)N CUTCHOGUE, N E w ion n 1 ' APPROVED AS NOTED�v�� , DATE: B.P. # FEE: &" _ BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE 1 FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW STATE.YORK RESPONSIBLE DESIGN ORCONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AFS} .I $ �I RD SQU�,I n Tnlru_TnI toTc�s ELECTRICAL WASPE:CTION PE-nMR1'D OCCUPANCY OR USE 1S UNLAWFUL" WITHOUT OEi" IFICAlt OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. J ISSUE AFCHITECTUFRAL DRAWING &CHEDL�Lf-z: COVER i DEMOLITION PLAN A-2, FIRST FLOOR PLAN A-3 SECOND FLOOR PLAN A-4 EAST/WEST ELEVATIONS A-E, NORTH/WEST ELEVATIONS A-6 SECTIONS AND TRELLIS DETAILS A-7 DETAILS AND WALL SECTIONS A-8 FIRST FL ELECTRICAL PLAN A-9 SECOND FL ELECTRICAL PLAN A-10 1 ' APPROVED AS NOTED�v�� , DATE: B.P. # FEE: &" _ BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE 1 FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW STATE.YORK RESPONSIBLE DESIGN ORCONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AFS} .I $ �I RD SQU�,I n Tnlru_TnI toTc�s ELECTRICAL WASPE:CTION PE-nMR1'D OCCUPANCY OR USE 1S UNLAWFUL" WITHOUT OEi" IFICAlt OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. J ISSUE DATE D E 5 1 G N 10.02.12 ALL DESIGNS, IDEAS, ARRANGEMENTS, AND INFORIATION REPRESEMiD DY THIS DRAWING ARE THE PROPERTY OF STUDIO K ARCHITECTS, P.l AND LLERE CREATED, DEVELOI-ED AND EVOLVED FOR THE SPECIFIED PROJECT ON 111410. NONE OF THE DEShSNS, IDEAS AND ARRANGEMENT{ SHOULD BE USED BY, OR DISCLOSED TO ANY PER° d, FIRM OR CORPORATION FOR ANY PURPOSE U1ITHOUT A WRITTEN PERMISSION OF THIS OFFICE SCALED DU"ENSIONS SHOULD EIC VERIFIED OY THE CONTRACTOR U1H0 SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS OF TI -E J05. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DMENSIONS. CONTRACTOR SHALL NOTIFY THIS OFFICE OF ANY VARIATIONS IN DU'ENSIONS AND CONDITIONS SHOUN ON THESE DRAINNGS. SHOT DITAU.S WTH ADEQUATE DIMENSIONING AND SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL 5M -ORE PROCEEDING WITH FABRICATION OF THE REMS INDICATED. V Q� 7 w w � o LL il- KR5TO 5TAMAT0V6KI; AIA 0 AR 0011104 aS o A-4 -.q- U M N N c7 O Q) O U N Q� O� CQ � U_ V1 V o� V 17 "IN JOB NO. 1301.FIL START DATE 11.02.12 PAGES ._........_.... DRAWN BY V.S. j; ^t n D E1" f cD LEGEND EXISTING •••- OR D• • BE • • g;.;.;.;.;.o;.;.;.;. ;.;.;qg•.;.;.EXISTING WALL -TO BE DEMOLISHED NEW DOOR LOCATION li 1�1 E 1 �1II j Ilj _ I�IIIE..�11.J I. c�:,lll .JIIF WINDOW • A• DEMOLITION NOTES 1. DO NOT CONSIDER DEMOLITION NOTES TO BE ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH SPACE AND TO FULFILL THE INTENT OF T -IE WOR< INDICATED BY THE CONTRACT DOCUMENTS. BRING ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS NECESSITATED BY FIELD CONDITIONS TO THE ATTENTION OF THE ARCHITECT. 2. CUTTING AND REMOVAL INDICATED ON THE DRAWING ARE GENERAL INDICATIONS ONLY AND DO NOT NECESSARILY SHOW THE FULL EXTENTS OF CUTTING AND REMOVAL WHICH 1`1AY BE REQUIRED BY THE JOB COND IT I ONS. 3. CONTRACTOR SHALL VERIFY AND ESTABLISH EXISTING CONDITIONS AND DIMENSIONS BEFORE PROCEEDING WITH ANY PORTION OF THE WOR< 4. CONTRACTOR SHALL VERIFY LOCATIONS AND EXTENT OF STRUCTURE AND ITEMS TO BE DEMOLISHED AND REMOVE. 5. EXTENT OF DEMOLITION AND REMOVAL WORK 15 SHOWN ON DRAWINGS AND INCLUDES, BUT 15 NOT NECESSARILY LIMITED TO THE FOLLOWING± EXISTING FINISHES, PARTITIONS, DOORS, FRAMES, CEILING SYSTEMS AND EXTERIOR WALL SYSTEMS. (o. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION. -i. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL ORDINANCES AND BUILDING CODES, 8. REMOVE AND D15POSE OF ALL STRUCTURE AND ITEMS AS INDICATED. DEMOLISHED AND REMOVED ITEMS SHALL BE DISC,4RDED. TRANSPORT DEMOLISHED MATERIALS OFF OF THE OWNER'S PROPERTY AND LEGALLY D 15P05E OF THEM. > 9. CONTRACTOR 15 RESPONSIBLE FOR AND WILL HAVE CONTROL OF DEMOLITION MEANS, METHODS AND TECHNIQUES, SEQUENCES AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH TH;= CONTRACT DOCUMENTS. 10. CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION OF PORTIONS OF THE WORK INTENDED TO BE INCORPORATED INTO THE COMPLETE WOR< 11. NOTIFY THE ARCHITECTS IF UNDOCUMENTED STRUCTURAL MEMBERS ARE UNCOVERED DURING THE COURSE OF DEMOLITION. KEEP THE ARCHITECTS NOTIFIES OF THE PROGRESS OF DEMOLITION. 12. CONTRACTOR SHALL COORDINATE ALL INDICATED DEMOLITION WITH NEW CONSTRUCTION TO ENSURE PROPER LOCATION AND DIMEN51ON OF DEMOLISHED AREAS. INDOOR ARCHITECT ON ANY D15CREPANCIES. 13. EXISTING WALL FINISHES TO REMAIN INTACT, UNLESS OTHEIRW15E NOTED. WHERE DAMAGE HAS OCCURRED, OR PATCHING 15 REQUITED DUE TO DEMOLITION, PROVIDE NEW FINISH SURFACE FLUSH WITH EXISTING. 14. REMOVE PROJECTIONS, HANGERS, BOLTS, NAILS, ETC. FROM EXISTING SURFACES. PATCH ALL HOLES TO MATCH THE ADJACENT SURFACES TO REMAIN. 15. WHERE EXTENSION OF EXITING WALL SURFACE 15 NECESSARY DUE TO DEMOLITION OF EXISTING OPENINGS, AND REPAIR NEW WALL SURFACE TO MATCH ADJACENT EXISTING. 16. REFER TO FLOOR PLAN FOR EXACT DIMENSIONS (DO NOT SCALE THE PLAN) ION PLAN [DEMOLITION PLAN 5C. 114 '11011 ISSUE DATE DESIGN 10.02.12 ALL DESIGNS, IDEAS, ARRANGEMENTS, AND I.FOIQMATICN REPRESENTED BY THIS DRAWING AFM THE PROPERTY OF STUDIO K ARCHITECTS, PA. AND UERE CREATED, DEVELOPED AND EVOLVED FOR THE SPECIFIED PROJECT ON U41CP NONE OF THE DESIGNS, IDEAS AND ARRANGEMENTS SHOULD BE USED BY, OR DISCLOSED TO ANY PERSON, FIR I OR CORPORATION FOR ANY PUR-0615 WITHOUT A WRITTEN PERMISSION OF THIS OFFICE SCALED DIMENSIONS SHOULD BE VERIFIED BY THE CONTRACTOR WHO SHALL IBE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS OF THE JOB, WRITTEN DIMENSIONS 644ALL TAKE PRECEDENCE OVER SCALED DA" EN61ON3. CONTRACTOR SHALL NOTIFY THIS OFFICE OF ANY VARIATIONS M DIMENSIONS AND CONDITIONS 6HCUN ON THESE DRAWNG6. SHOT DETAILS WITH ADEQUATE DIMENSIONING AND SCALE MST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BETORE PROCEEDING WITH FABRICATION OF THE ITEMS INDICATED. pp 14-1F- ellw V Iz fin-^N--�IF it LLIw in \ V ' IIA KR5T0 STAMATMKI, AIA 0 AR 0011104 orN U QJ M N N N `B M M U cYl cel -6 ° Qj Q) Qi Lf � U � v� V o� VA,. . ......... JOB NO. 1301.FIL START DATE 11-0 I SECOND FLOOR DEMOLIT 2.12 PAGES................. DRAUJN BY v.S. I SECOND FLOOR DEMOLIT WINDOWS SCHEDULE MK I Description Window Type Remarks �i) X-1 11 WINDOW COMBINATION OF 3 EXISTING TO BE REPLACED UJ2 2'-411X 3'-ro11 CASEMENT NEW W3 6' X�'-011 SOLID WOOD NEW ENTRY DOOR W4 121011 X -11-011 FOLDING DOOR EXISTING GAR. DOOR TO BE REPLACED EXTERIOR DOORS SCHEDULE MK DOOR SIZE TYPE REMARKS O1)01MK X-1 11 FRENCH DOOR EXISTING 70 BE REPLACED MASONITE (o' X -11-011 FRENCH DOOR NEW 0003 6' X�'-011 SOLID WOOD NEW ENTRY DOOR D04 121011 X -11-011 FOLDING DOOR EXISTING GAR. DOOR TO BE REPLACED 805 ro'0" X -1'-011 FOLDING DOOR NEW D06 Syl 31011 X i'-011 SOLID WOOD NEW SINGLE DOOR INTERIOR DOOR SCHEDULE MK DOOR SIZE TYPE MATERIAL REMARKS IDI 21-B X 0I SWING MASONITE PAINTED ID2 2'-811 X 1'-0" SWING MASONITE PAINTED 03 4'-0" x •1'-0" BY PASS MASONITE PAINTED ID4 51-011 x 11-011 BY PASS MASONITE PAINTED IDS 3'-4" X -1'-011 SLIDING PLYWOOD WRAPED W/ GAL -V. Mr=TAL BARN TYPE HARDWARE DB (01-011 X 1'-0" SLIDING RECYCLED OLD WOOD DOOR BARN TYPE HARDWARE ID'1 fl - IDS 0 NOTES: O NEW 4X4 STEEL POST LOCATED OVER 3'x3'x12" CONCRETE FOOTING STEEL SCHEDULE O PAINTED STRUCTURAL STEEL POST W 12 X 30 STEEL BEAM UNDER RIDGE O3 3- 13/4" X 11�/o" LVL HEADER UJ 12 X 35 STEEL BEAM ABOVE RIDGE 4" WALL RECCESS FOR TV UJ/ PLYWOOD BACKING. (VERIFY THE SIZE OF THE TV WITH OWNER) W 12 X 22 STEEL BEAM O EXISTING CONCRETE FLOOR TO BE STAINED AND SEALED -r— _ _ W 12 X 19 STEEL BEAM ATTACHED TO EXISTING 5HAM 1 O CONCRETE STEPS C — _ _ _ — ] W 12 X 19 STEEL BEAM ATTACHED TO EXISTING 5:' -=AM O NEW STAINED CONCRETE FLOOR 80 4" RECESS FOR THE SHOWER 90 BUILT IN FURNITURE Ill- 411 .. 10 VINTAGE VIEW WINE STORAGE SYSTEM II II II 11 NEW STAIR (REFER TO DETAILS ON PAGE A-8) _______________ II TRELLIS 12 ADD CONCRETE BASE AT EXISTING c0_____________________ II __ WOOD COLUMNS (TYPII.) II I II 13 NEW DECK (REFER TO DETAILED DRAWINGS AND SPECS) II II 14 SUMER KITCHEN / BBQ I I — ' II 15 8x12 CON(. COLUMN UJ/ 4 #5 AND 03 T X12" O/C 1� NEW 6" WOOD FRAMED WALL 11 NEW TRELLIS O=1�_____________________ 1� NEW TECH WOOD COMPOSITE DECK I I 18 NEW 4" FRAMED WALL WITH R-15 HIGH DENSITY INSULATION AND 5/8 GYPSUM BOARD TO MEET II ENERGY CODE. ___—_--------------- 3 4'-6" 14'-8" 15'-10" 11 3_011 11" I1" WINE D06 DN GENERAL NOTES: - WINDOWS AND EXTERIOR DOORS TO BE WITH IMPACT RESISTANT GLASS- ( - COORDINATE ROUGH OPENINGS WITH WINDOW MANUFACTURER. - SHOWER ENCLOSURES TO FRAMELESS 1/2" TEMPERED GLASS - GLASS TO BE LIGHT GRAY TINTED 1 - INTERIOR SIDE OF THE WINDOWS SHOULD BE CASED IN WOOD AND PAINTED - BEDROOM WINDOWS OIR DOORS TO BE EGRESS. - - DOOR HARDWARE TO BE BALDWIN RESERVE RUSTIC LEVEL SET IN WHITE BRONZE WITH SQUARE ROSE - PROVIDE PRIVACY SETS AT ALL BATHROOMS AND POWDER ROOM - ALL WOOD IN CONTACT WITH THE CONCRETE TO BE PRESSURE TREATED - WALL AND CEILING TO 51811 DRYWALL (LEVEL 4 FINISH) UNLESS OTHERWISE NOTED I WALLS LEGEND ' XISTING MASONRY WALLS TO REMAIN I JIIIA A- NEW MASONRY WALLS NEW INTERIOR FRAMED WALLS , NON BEARING KXXX NEW FRAMED, SOUND INSULATED WALLS 11111711-1 ADD 2X4 FRAMED WALL UJ/ R-15 HIGH DENSITY INSULATION AND )/2 GYPSUM BOARD TO MEET CODE NEU MASONRY WALLS- SHOULD HAVE 3' CRAWL SPACE UJ/ 2X(o FRAMED WALLS (SEE DETAIL) AREA CALCULATIONS EXISTING A/C AREA -FIRST FLOOR.-...._........_.........-. 1150 S.F. NEW FIRST FLOOR A/C AREAANCLUDING BASEMENTAREA).................................................................................. 1120 S.F. EXISTING SECOND FLOOR A/C AREA-------------- 1142 S.F. TOTALA/C AREA.----------............................................................. 3412 S.F. COVERED PATIOS 4 ENTRY ....................................... .._. 40-1 S.F. TOTAL UNDER BUILDING........_......,.-..........-----_-__..---......-- 38M SF.. 9 6 N r 51-1011 1 10'-01' 11-D I � 0 O Dm2 14 O W2 j CHI DW XISTING B OOM 2 KITCHEN CATHEDRAL O O - — o a IDI � IDI O 0 1_A" ABOVE \ �4 ®®I°� OVEN IDI -i- ❑rr,, � � Iu1 DN 36" ISLAND HEIGHT ❑ \ REF ----- - p 3VX3'x12" po� ID3 POURED ❑ FOOTING '-0 3 -011 IV' 111' 2'-0" 4' 3r2g'g 11 31_/;11 41 21_011 II 1 3'X3'X12" POURED I❑� IDI FOOTING C09DN I l D _ CATHEDRAL - — � b°a I' ABOVE \ I"d 1 ° EXISTING BEDROOM 1 1D6 105 �❑y P°9 b 11 \ s 1 tr '-10'1 0 L.,'N ur I X I FOYER 0 N 3 � t 15 1_111 41_111 11_0" 5'_ ti%��-711 --I &)'MBOL.S NOTES 0 INDICATE DETAIL NUMBER DETAIL x xx INDICATE PAGE NUMBER INDICATE SECTION VIEW DIRECTION INDICATE SECTION NUMBER SECTION x xx INDICATE PAGE NUMBER l INDICATE ELEVATION NUMBER ELEVATION x xx INDICATE PAGE NUMBER INDICATE ELEVATION NUMBER MULTIPLE ELEVATIONS x xx x INDICATE PAGE NUMBER x ISSUE DATE DESIGN 10.02.12 ALL DESIGNS, IDEAS, ARRANGEMENTS, AND INFORMATION REPRESENTED DY THIS DRAWt.4 ARE THE PROPERTY OF STUDIO K ARCHITECTS, PA. AND DERE CREATED, DEVELOPED MID EVOLVED -THE SPECIFIED PROJECT ON WHI NONE OF THE DESIGNS, IDEAS AND ARRANGEMENTS SHOULD BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT A WRITTEN PERMISSION OF THIS OFFICE SCALED DI FUSIONS SHOULD W VERFIED DY TH! CONTRACTOR WHO SHALL NE RESPONSIBLE FOR ALL DMNSIONS AND CONDITIONS OF THE JOC. WRITTEN DII"ENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL NOTIFY THIS OFFICE OF ANY VARIATIONS M DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. SHOP DETAILS WITH ADEQUATE DIMENSIONING AND SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL DEPORE PROCEEDING WITH FABRICATION OF THE ITEMS INDICATED. KR5?0 SiAMAiOVSKI, AIA 1301.FIL or) d QJ M d U M ri, cn -13 cp u DRAWN BY V.S. °5 O Q-) m %-- LLI U) � 13 N O U � V� V O fli V y' 01 Rk fl - 0 KR5?0 SiAMAiOVSKI, AIA JOB NO. 1301.FIL or) d QJ M d U M ri, cn -13 cp u DRAWN BY V.S. °5 O Q-) m %-- U) � 13 N O U � V� V O V y' 01 Rk JOB NO. 1301.FIL START DATE 11.02.12 PAGES _.............. DRAWN BY V.S. NOTES: O 42" HT. KNEE WALL WITH DR)'WALL FINISH AND WOOD TOP 20 (0" SHOWER CURB (SEE DETAILS ON PAGE A -S) 3O 3- 13/4" X 1l%" LVL HEADER O ATTIC ACCESS HIDDEN DOOR (SAME FINISH AS WALL) O NEW STAIR (REFER TO DETAILED DRAWINGS ON PAGE A-8) OFREESTANDING CLAW TUB- KOHLER BIRTHDAY BATH UJ/ BALL AND CLAW LEGS O ROHL COUNTRY BATH CLAWFOOT TUB FAUCET W1 SPRAY ON FLOOR PILLAR LEGS WINDOWS SCHEDULE MK Description Window Type Remarks UJ1 r I X —11_011 WINDOW COMBINATION OF 3 EXISTING TO BE REPLACED W2 2'-4"X 3'-ro" CASEMENT NEW W3 S'—OIIX 3'-6" FIX. GLASS NEW sl X 11-011 FOLDING DOOR EXISTING TO BE REPLACED EXTERIOR DOORS SCHEDULE MK DOOR SIZE TYPE REMARKS D r I X —11_011 FRENCH DOOR. EXISTING TO BE REPLACED DO2 1 X 111-011 �&I FRENCH DOOR NEW pO3 X -1'-0" SOLID WOOD NEW ENTRY DOOR C00)4121011 X 11-011 FOLDING DOOR EXISTING GAR. DOOR TO BE REPLACED Do (0101, X 1'-011 FOLDING DOOR NEW Doo 31011 X 1'-0" SOLID WOOD NEW SINGLE DOOR INTERIOR DOOR SCHEDULE - MK DOOR SIZE TYPE MATERIAL REMARKS IDI 2'-811 X -1'-01I SWING MASONITE PAINTED I 2)12'-8" X 1'-0" SWING MASONITE PAINTED IDS 4'-0" X 1'-011 BY PASS MASONITE PAINTED D0451-0" X 11-011 BY PASS MASONITE PAINTED ID5 31-411 X 11-011 SLIDING PLYWOOD WRAPED W/ GALV. METAL BARN TYPE HARDWARE 1p6 �'-0" X 1'-0" SLIDING RECYCLED OLD WOOD DOOR BARN TYPE HARDWARE 11-011 BY PASS MASONITE PAINTED IDS O WALLS LEGEND r. EXISTING MASONRY WALLS TO REMAIN _ EXISTING WOOD FRAMED EXTERIOR WALLS NEW MASONRY WALLS NEW INTERIOR FRAMED WALLS , NON SEARING NEW FRAMED, SOUND INSULATED WALLS 0 IL MASTER LOUNGE 1-1 . 1-11 4'-(o° �E F Nth, C) Cr rT; S51D:� SECOND FLOOR PLAN sc. I/4II, j I0II ISSUE DATE DESIGN 10.02.12 ALL DESIGNS, IDEAS, ARRANGEMENTS, AND MFORMATION REPRESENTED BY TH16 DRAWING ARE THE PROPERTY OF STUDIO K ARCHITECTS, PA AND WERE CRATED, DEVELOPED AND EVOLVED FOR THE SPECFIED PROJECT ON W-0 NONE OF THE DESIGNS, IDEAS AND ARRANGEMENTS SHOULD OE USED DY, OR DISCLOSED TO ANY PERSON, FIR1 OR CORPORATION FOR ANY PUproSE WITHOUT A WRITTEN FEWISSICN OF THIS OFFICE. SCALED DIMENSIONS SHOULD DIE VERIFIED DY THE CONTRACTOR WHO SHALL BE I EOPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS OF THE JOD. WRITTEN PTIENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS CONTRACTOR SHALL NOTIFY T06 OFFICE OF ANY VARIATIONS M DMENSIONS AND CONDITIONS SHO"N ON THESE DRAWINGS, SHOP DETAILS WITH ADEQUATE DIMENSIONING AND SCALE MST BE SUBMITTED TO THIS OFFICE FOR APPROVAL DEFORE PROCEEDING WITH FABRICATION OF THE IT" INDICATED. V LIJ LLI z LIII II A A �� ��ll O UL i KR5TO 6TAMATOV5KI, AIA 0 AR 0011104 M -d U Q� c'rl cV CV cn Q) M Qj O � t/1 V o� V rN.000 ori � JOB NO. 13©1.FIL START DATE 11.02.12 PAGES ............... DRAWN BY v.8. ; FAST ELEVATION \ V , - IWa / .&4j/ u HLEVATION5 ��• 1/4"'11011 11011 ISSUE DATE DE51GN 10.02.12 ALL DESIGNS, IDEAS, ARRANGEMENf6, AND MFORMATION REPRESENTED BY THIS DR4W11,3 ARE THE PROPERTY OF STUDIO K ARCHITECTS, P.A. AND 11MM CREATED, DEVELOPED AND EVOLVED FOR THE SPECIFIED PROJECT ON WWICJ- NONE OF THE DESIGNS, IDEAS AND ARRANGEMENTS SHOULD BE USED BY, OR DISCLOSED TO ANY PERSON, FIR1 OR C.ORrORATICN FOR ANY PURF03E WITHOUT A WRRTFN PERMISSION OF THIS OFFICE, SCALED DIMENSIONS SHOULD BE VERIFIED DY THE CONTRACTOR 111WO SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS OF THE JOD. WRITTEN Dlt-1 SICN6 644ALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL NOTIFY THIS OFFICE OF ANY VARIATIONS M DIMEPISICNS AND CONDITIONS SHOW ON THESE DRAWINGS. SHOP DETAILS WITH ADEQUATE DIMENSIONMG AND SCALE MUST BE 6UBMRTED TO THIS OFFICE FOR APPROVAL DEFORE PROCEEDMG WITH FABRICATION O= THE ITEMS INDICATED. V I I I A L�/^Nj () r -^p^ /" y Z 'V KR5T0 5TAMATMKI, AIA AR 0011104 ® rrl U I `B M cfl U 1� O O V� 1-- V o� V L JOB NO. 1301-FIL START DATE 11.02.12 PAGES ................. DRAWN BY V.S. "j 0 0 sc. 1/411, 11011 F-LEVATICNS ISSUE DATE DE-51GN 110.02.12 ALL DESIGNS, IDEAS, ARRANGEMENTS, AND INFORMATION REPRESENTED BY THIS DRAWINY ARE THE PROPERTY OF STUDIO K ARCHITECTS, PA AND WERE CREATED, DEVELOMD AND EVOLVED FOR THE SPECIFIED PROJECT ON UNI NONE LF THE DESIGNS, IDEAS AND ARRANGEMENTS SHOULD BE USED BY, OR DISCLOSED TO ANT PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT A WRITTEN PERMISS!ON OF THIS OFFICE SCALED DII-EMIONS 6HOULD DE VERIFIED DY THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR ALL Pr ENSION5 AND CONDITIONS OF THE J05. WRITTEN OMENS IONS SHALL TAKE PRECEDENCE OVER SCALED DC'EJSIONS. CONTRACTOR SHALL NOTIFY THIS OFFICE OF ANY VARIATIONS IN DIMENSIONS AND CONDITIONS SWOUN ON THESE DRAWINGS. SHOP DETAILS WITH ADEQUATE DR'ENSIONMG AND SCALE MUST BE SUBMITTED TO THIS OFFICE AOR APPROVAL CEFORE PROCEEDW[ WITH FABRICATION OF THE ITEMS INDICATED. KRsro sTa�ro�ia AR 0011104 JOB NO. 1301.FIL START DATE A U I PAGES ................. \� DRAWN BY v.S. LJ Ay^-I1� j ILI 7FK- i3 1, i'•? Z lJL KRsro sTa�ro�ia AR 0011104 JOB NO. 1301.FIL START DATE 11.02.12 PAGES ................. DRAWN BY v.S. '7 i3 1, i'•? !:i/r%��' (EXISTING ROOF PITCH) 12 6 EXISTING TO F PROVIDE FLASHING AT ROOF SLOPE CHANGE (NEW ROOF EXTENSION PITCH) 12 3 2X6 AT EACH ROOF RAFTER ATTACHED WITH INDICATES TILE ROOF (SAME AS EXISTING) ON *90 HOT MOPPED ON *30 ROOF FELT OVER 5/8'1 APA 20/40 EXT. GRADE PLYWOOD NAILED ON 2X(o 6 24" O.C. (TYP.) HURRICANE CLIP AT EACH RAFTER SAME ELEVATION AS EXISTING T.B. NV COPPER DRIP EDGE ON 1X2 PAINTED TO MATCH FASCIA --P.T. 2X8 FASCIA SMOOTH FINISH- PAINTED —STUCCO SOFFIT ON MTL. LATH OVER 5/5 PLYWOOD —2-2"X(o" TOP PLATE — SEALED GEMENT BOARD ATTACHED WITH 6.6 SCREWS ON P.T. STRIPS OVER STUCCO — 2Xro 61(o" O/C. TYP. SECTION 1 r 5/8 X 1(o" A.B. e 32" O/C WITH 2'1X2" SQUARE WASHER (TYP.) COPPER TERMITE SHIELD/ SILL SEAL GRADE 2*5 TOP 45TTM. 4 *4 BARS 32" O/C VERT. SXI(" FOOTING (TOP w MIN. 3' BELLOW GRADE) 12x4x1/4" STEEL L (2) 5/8"THRUBOLTS TO POST 4 (1) 5/8" EXP. BOLT TO CONC. GAP Q EA. 61DE OF THE POST — 2X6 P.T. LEDGER WITH 5/8 BOLT COMPOSITE WOOD DECK 2X(o PT e 24" O/C CONCRETE SEATS e MAX 4' O/C 507TOM TF2EI_I 15 DETAIL: CONDITION) 0 aA A . INDICATES TILE ROOF (SAME AS EXISTING) ON M SO HOT MOPPED ON 30* ROOF FELT OVER 5/8" APA 20/40 EXT, GRADE PLYWOOD NAILS ON 2X6 tv 24" O.G. (TYP.) 2X6 RAFTERS ATTACHED WITH USP MP FRAMING ANGLES AT 2-2Xro RIDGE BEAM T4G STAINED CYPRESS CLG. � J GUT EXISTING RAFTERS NEW W 12X22 BOXED W/ DRYWALL R DETAILS 5E CT I ON 2 _ 4" X (o" STAINED CYPRESS WITH L 4x4x1/4" (3) 1/8"0x3" SCREWS TO 4X6 4 4X10 i T4G STAINED CYPRESS CLG. Na" STUCCO 4x8 STAINED CYPRESS ro" FRAMED WALL 3 2X10 OVER NEW ENTRY DOOR 'SEALED CEMENT BOARD ATTACHED WITH 8.5 SCREWS ON P.T. STRIPS ON BLOCK WALL (SEE ELEVATION) S'I G.M.U. COPPER PAN (TYP. AT EACH >=VT>=alna nnl-n=l E STEPS iRELLls pEi,4U5 AND WALL SECTIONS NTS ISSUE DATE DESIGN 10.02.12 ALL DESIGNS, IDEAS, ARRANGEMENTS, AND w-ow'IATION REPRL•6ENTED BY THIS DRAWW. ARE THE PROPERTY OF STUDIO K ARCHITECTS, P.A. AND U.ERE CIEATED, DEVELOPED AND EVOLVED FOR THE SPECIFIED PROJECT ON WHI NONE OF THE DESIGNS, IDEAS MID ARRANGCMENTS DHOULD B! USED BY, OR DISCLOSED TO ANY PERSON, FIR'I OR CORrORATION FOR ANT FURP06! WITHOUT A WRITTEN PERMISSION OF THIS OFFICE. SCALED DIMEN5I01,16 SHOULD BE VERIFIED BY THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS OF THE JOB, WRITTEN DRTlNSION6 SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL NOTIFY THIS OFFICE OF ANY VARIATIONS M DIMEN610N6 AND CONDITIONS SHOWN ON THESE DRAWINGS. SHOP DETAILS WITH ADEQUATE D IMF"ONNG AND SCALE MUST BE 6UBMITTED TO THIS OFFICE FOR APPROVAL BEFORE FTOClEDM6 WITH FABRICATION OF THE ITEMS INDICATED. w W Z UL KRSTO 5iAMAi0Y9Kl, AIA JOB NO. 1301.FIL START DATE 11.02.12 PAGES................. DRAWN BY V.S. %; /ice/r )Y PROVIDE 1/8'I SP CING AT PANEL EDGES APA 4O/2m32�" EXPOSURE 1 1 PLYWOOD SHEA1 HIN PROVIDE 2x4 BL CKI ALL PLYWOOD S AMS BETWEEN IST (3) TRUSSE NAIL SEAM w/ IOd 0 4" O/ 0 . EACH SIDE OF SEAM 1/1611 SPACE AT PANEL ENDS WOOD FASCIA (SE TYP. WALL SECTION) w/ (2) 16d TO EACH TRUSS END NAILING SCHEDULE Q EDGE NAILING • 8d 4" O.C. 02 INTERMEDIATE NAILING Sd &I' O.C. 03 BOUNDRY NAILING Sd a 4" O.C. ® CORNER NAILING Sd 4" O.C. PRE -ENG. WOOD TRUSSES 6 24" O/C (SEE ROOF PLAN) LATERAL BRACING IF REQUIRED (SEE TYP. WALL SECTION) BOND BEAM OR TIE BEAM (SEE TYP. WALL SECTION) ROOF FL** .WOOD NAILING DETAILS AND 6C�4EDULE NTS 1 Y"" ALUMINIUM RAIL 42" HIGHT ALUMINIUM RAIL (TYP) —MAX 4" DIM, (TYP) 4. FLP. SCALE: N.T.S PIPE DIA. IN INCHES MIN. SLOPE (INCH PER FOOT) 2 1/2 OR LESS 1/4 3 TO 6 I/8 8 OR LARGER 1/Iro 1.5.13 CO 211 II 2 BAR S IN< 311 UJC /8"/FT SLOPE CONNECTED TO EXISTING CO� MIN. 3" WASTE LINE 211 ALL DE61GN6, IDEAS, Amt4NWijW rr6, AND M' )WIATION REPRESENTED 5Y THIS DRAWNG ARE THE PROPERTY OF 6TLDlO K ARCHITECTS, 311 311 311 ALL DIMENSIONS AND CONDITIONS OF THE Job. URITTE4 DA'ENSIONS &WALL TAKE PRECEDENCE OVER 6CALED DA'ENSION6. CONTRACTOR 6WALL NOTFY T1416 OFFICE OF ANY VARIATICN6 N DrENSION6 AND CONDITIONS 6HOLN ON TWE6E DRAWW.6. 6HOP DETAILS WITH ADEQUATE MAX. 2" FROM F TO BOTT. RAIL —MAX 4" DIM, (TYP) 4. FLP. SCALE: N.T.S PIPE DIA. IN INCHES MIN. SLOPE (INCH PER FOOT) 2 1/2 OR LESS 1/4 3 TO 6 I/8 8 OR LARGER 1/Iro WINE 311 VTR . L ROOM Pnl11DFR 4" X 4" CONIC CURB MUDSET STONE/I'1ARBLE FLOORING TBD .• 1/8" PER FOOT MIN SL07F­01— :. A. ,d • a. • WATERPROOFING MEMBRANE AT ALL SIDES i BOTTOM - NO JOINTS .- NTS .. _"0 HANDRAIL VALL (TYPICAL) GALVANIZED =EL BRACKET PARTIAL F-LEV. HANDRAIL NTS I lZu Al IIMMI1IM =An L BE 34"-38" ABOVE �F TREAD MAX 4" DIM, (TYP) VIAND TRAIL DETAILS Y" WELDING (T STAIN STEEL SCREW 4" STEEL PLA Y" MARBLE TREDS Y4" STEEL PLAT S SIL 3" VTR NEW BATH4ROOM 21 NEW LAV I POWDER 211 ROOM CO 311 U 2" LAV Wc; SHOWER II 2 211 GO II / 311 3 D 311 311 E — 311 1/8"/FSLOPE CONNECTED TO EXISTING we MIN.. " WASTE LINE FILUr151NG 1,130t" IETRIC� NTS 00R CAS INS - 5>4� NTS 31I 5/8" DRYWALL U -CHANNEL 5/8"x3" PAINT. GRADE WOOD BASE FINISHED FLOOR n 9 UJ4 - C f f NCS CONN. 10 TA5 TA I L. NTS NTS Y" MARBLE T S EXISTING FLOOR SYSTEM�— �" WELDING (TYP UJ IOX22 STEEL I- EAM eTAIR CONNECTION DETAIL -TOP' �v� NTS NTS ST411R CONNECTION DETAIL-5TT1„I NTS Y4" STEEI II'. Y" STEEL PLATE "BASE" 6"Xro"XY" STEEL TUBE Y4" STEEL PLATE Y4" STEEL PLATE ° ° "BACK" "TREAD" O &TER ATTACH LENT IN FLAN VIEW NTS IO" TREAD 1.54" RISER I i DETAILS AND P U LUP151NG ISOMETRICS NTS LAV DATE DESIGN CLUB ROOM 211 6.6.13 PERMIT 1.5.13 CO 211 II 2 BAR S IN< 311 UJC /8"/FT SLOPE CONNECTED TO EXISTING CO� MIN. 3" WASTE LINE 211 ALL DE61GN6, IDEAS, Amt4NWijW rr6, AND M' )WIATION REPRESENTED 5Y THIS DRAWNG ARE THE PROPERTY OF 6TLDlO K ARCHITECTS, 311 311 311 ALL DIMENSIONS AND CONDITIONS OF THE Job. URITTE4 DA'ENSIONS &WALL TAKE PRECEDENCE OVER 6CALED DA'ENSION6. CONTRACTOR 6WALL 4" X 4" CONIC CURB MUDSET STONE/I'1ARBLE FLOORING TBD .• 1/8" PER FOOT MIN SL07F­01— :. A. ,d • a. • WATERPROOFING MEMBRANE AT ALL SIDES i BOTTOM - NO JOINTS .- NTS .. _"0 HANDRAIL VALL (TYPICAL) GALVANIZED =EL BRACKET PARTIAL F-LEV. HANDRAIL NTS I lZu Al IIMMI1IM =An L BE 34"-38" ABOVE �F TREAD MAX 4" DIM, (TYP) VIAND TRAIL DETAILS Y" WELDING (T STAIN STEEL SCREW 4" STEEL PLA Y" MARBLE TREDS Y4" STEEL PLAT S SIL 3" VTR NEW BATH4ROOM 21 NEW LAV I POWDER 211 ROOM CO 311 U 2" LAV Wc; SHOWER II 2 211 GO II / 311 3 D 311 311 E — 311 1/8"/FSLOPE CONNECTED TO EXISTING we MIN.. " WASTE LINE FILUr151NG 1,130t" IETRIC� NTS 00R CAS INS - 5>4� NTS 31I 5/8" DRYWALL U -CHANNEL 5/8"x3" PAINT. GRADE WOOD BASE FINISHED FLOOR n 9 UJ4 - C f f NCS CONN. 10 TA5 TA I L. NTS NTS Y" MARBLE T S EXISTING FLOOR SYSTEM�— �" WELDING (TYP UJ IOX22 STEEL I- EAM eTAIR CONNECTION DETAIL -TOP' �v� NTS NTS ST411R CONNECTION DETAIL-5TT1„I NTS Y4" STEEI II'. Y" STEEL PLATE "BASE" 6"Xro"XY" STEEL TUBE Y4" STEEL PLATE Y4" STEEL PLATE ° ° "BACK" "TREAD" O &TER ATTACH LENT IN FLAN VIEW NTS IO" TREAD 1.54" RISER I i DETAILS AND P U LUP151NG ISOMETRICS NTS ISSUE DATE DESIGN 2.21.13 DESIGN rev. 6.6.13 PERMIT 1.5.13 ALL DE61GN6, IDEAS, Amt4NWijW rr6, AND M' )WIATION REPRESENTED 5Y THIS DRAWNG ARE THE PROPERTY OF 6TLDlO K ARCHITECTS, PA AND WERE CRATED, DEVELOPED AND EVOLVED FOR THE SPECIFIED PROJECT ON {U4 NOME OP THE DF.61GN6, IDEAS AND AIRANGENENTS &WOULD 5E USED 6Y, OR DISCLO&ED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT A WRITTEN PERM1661ON OF T14I6 OFFICE. 6CALED DA'•EN6ION6 &HOIA_D SE VERFAED CY TWE CONTRACTOR WHO 89ALL E/E RE6PON6I5LE FOR ALL DIMENSIONS AND CONDITIONS OF THE Job. URITTE4 DA'ENSIONS &WALL TAKE PRECEDENCE OVER 6CALED DA'ENSION6. CONTRACTOR 6WALL NOTFY T1416 OFFICE OF ANY VARIATICN6 N DrENSION6 AND CONDITIONS 6HOLN ON TWE6E DRAWW.6. 6HOP DETAILS WITH ADEQUATE DIM WIONNG AND SCALE MUST BE 6UEMITTED TO THI6 OFFICE FOR APPROVAL BEFORE PROCEADNG PATH FABRICATION OF THE ITEMS NDICATED. Lu LL CITE JL -A -a4 I B J -u u --Il 3 UL 05T0 5TAMATMK1, AIA 0 AR 0011104 - O cr) -f CC) cV CSA cf) -�-y 0-, oi Q) `6 'QD O Z 3 Q C� N— 1L_ E3 v� E- V V Y ss'ss zr.// f gy Al JOB NO. 1302.TAN START DATE 2.21.13 PAGES C3 DRAWN BY V.S. =v LIGHTING F I XTUFRIF LEGEND H1'0, RECESSED LED DOWNLIGHT ADJUSTABLE SPOT H2N, APERTURE SHOWER DOWNLIGHT H3LrQ; RECESSED WALLWASH Hoo UP -TURN STEP LIGHT -BEAM WASH H!50 ADJUSTABLE UP LIGHT �— -� HIGH INTENSITY LED LINEAR TASK LIGHTING UNDER CAB. - DECORATIVE WALL SCONCE - DECORATIVE CEILING MOUNT PENDANT / CHANDALIER LOAD AND UNITS.�- SWITH CONTROLED OUTLET TYP. DUPLEX OUTLET e FLOOR OUTLET �CaFI GROUND FAULT OUTLET ® 220V JUNCTION BOX A/C EQUIP. NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND WEATHERPROOF OUTLET ❑ KEY PAD $ ONE POLE SWITCH $3 TWO WAY SWITCH $4 THREE WAY SWITCH S. PROVIDE GFCI BREAKERS FOR ALL BATHROOMS, GARAGE ELEC. PANEL ®-• CABLE/ DATA PORT EXHAUST FAN ® WALL MOUNT SMOKE DETECTOR siD SMOKE DETECTOR 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL PHONE JACK DOa FLOOD LIGHTS DISCONNECT I CEILING FAN A.I.C. CALCULATION L LENGTH OF CIRCUIT TO FAULT IN FEET I AVAILABLE A.I.C. AT CIRUIT C CONSTANT (FROM TABLE) v = VOLTS F■ 2 x L x I M I A.I.C.=Mxl C x V CI+F) F ■ 2 x 40 x 26,194 _ 1,146 5,000 x 240 i M 364 (I+1.146) ■ A.I.C. ■ 364 x 26,194 9,534 A.I.C. AT SERVICE DISCONNECT Is 9,534 A.I.G. RATING OF SERVICE DISCONNECT ■ 22,000 A.I.C. RATING OF DOWNSTREM EQUIP, = 10,000 GENERAL LIGHTING LOAD CALCULATION TOTAL AREA= 3412 SQJFT. TOTAL WATTAGE: 3412 X 3W = 10,236 W TOTAL WATTAGE PER PANEL: 10,236 / 2 = 5118 W PANEL "A" = 5118 W PANEL "8" = 5118 W LOAD PER WIRE SIZE " 14 BREAKER: PANEL "A": 5116 / (o (WS.014 B.) ■ 853 W PANEL "B": 5118 / 15 (WS.*14 B. ■ 342 W ELECTRICAL NOTES I. CONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND SHALL LOCATE THE METER 4 PANELS AS REQUIRED. 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT n I I START DATE W_ I I ................. MANUFACTURER SPECIFICATIONS. V.S. — — _ _ _ _ _ = a = _ ! i _ _ _ _ Ju 1. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY \ LOAD AND UNITS.�- tJ 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND i� AS PER MANUFACTURER RECOMMENDATIONS. S. PROVIDE GFCI BREAKERS FOR ALL BATHROOMS, GARAGE I I AND EXTERIOR OUTLETS AS SHOWN ON PLANS. 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS SELECTED BY OWNER ALL COUNTERTOP RECEPTACLES SHALL BE GFI OUTLETS. II. PROVIDE PRE -WIRED TELEPHONE t CABLE T.V. (DATA PORTS) AS SHOWN ON PLAN. �=JLa== 12. MAX. 12 LOADS PER CIRCUIT (LIGHT IS 1 LOAD, REC. 2 LOADS) —� - IT NOTE: ALL BRANCH CIRCUITS THAT SUPPLY 125-V,SINGLE- I PHASE,15- AND 20- AMP. OUTLETS INSTALLED IN DWELLING, UNIT BEDROOMS SHALL BE PROTECTED BY AN ARG -FAULT CIRCUIT = —H INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE INTIRE BRANCH CIRCUIT. NOTE: ALL SMOKE ALARMS ARE 120 VOLTS /9 VOLTS WITH BATTERY BACKUP AN ARE INTERCONNECTED • M \ r N1 ------------------- c,Fl� J LpJ LpJ 1� LpJ � _ ' 141 rp, N1 H1 D — — i \ FR. roll p F rp~ L O J ~rp/ I SEDFR OM 2 /HGF 1� L J L J IHi KITCHEN r I�N1 \ 4_ A L H1 H11 CSI _r0/ r rcl AFI OVEN $3 36" ISLAND _ r I czFI rpr HE IGHT L U. HI U. REF 1 — — SIH — — — r0J I I HI H1 Z r\ r, L J � �oJ N1�. H1o _ I -- I 1 \N1 \1 -- 8$4 • ' � 0 H3 I •I • I I , rLcl - L J I I r,/ \rp, IHII \, Iola oi o /N1 I I-II N3 I CI� O --- ®---- --T-- rt7 1 H1\ • •I BEDRO 1 l \ •, '• j j ' I� I I I � I ► .II r ,� .. I I I I I NI 0J� ut— Ll ----- -- ----- �cLG 1=0 ER SLOPED EXTERIOR / LANDSC. LIGHTS FLOOD LIGHTS a b o3 / L J \ WIAE ROOM H3 1-13 / LpJ I LpJ Hl • I l \ I . FIRST FLOOR ZLECTRICAL PLAN 5c, 114 II ; 110 11 ISSUE DATE DESIGN 10.02.12 ALL DE6Katl6, IDEAS, ARRAI•YaQ•ENTE, AND PFORf'IATION REFTiE6ENTED BY THIS DRAWNo ARE THE PROPERTY OF STUDIO K AICHITECTS, PA AND WERE CREATED, DEVELOPED AND EVOLVED FOR THE 6PEC14ED PROACT ON WN NONE OF THE DESr3N5, IDEAS AND ARRANGEMENTS 6HOULD BE USED BY, OR 018CL08ED TO ANY PERSON, FIRM OR COWORATION FOR ANY PUIr06E WITHOUT A WRITTEN PERMIWION OF TH16 OFFICE. SCALED DII'MNSION6 SHOULD BE VERIFIED BY THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR ALL DII.1EN610N6 MID CONDITIONS OF THE JOB. WRITTEN DIMENSIONS 6HALL TAKE PRECEDENCE OVER SCALED DA" EN61ON6. CONTRACTOR SHALL NOTIFY THIS OFFICE OF ANY VARIATIONS N DIMENDIONS AND CONDITIONS SHOW ON THESE DRAWW36. 6HOP DETAILS WITH ADEQUATE DMIEN610NNG AND SCALE MUST BE SUBMITTED TO TH16 OFFICE FOR APPROVAL DEFORE PROCEWW. UATH FABRICATION OF THE ITEme INDICATED. KR5T0 5TAMATMKI, AIA JOB NO. v START DATE W_ II II II � LI ................. DRAWN BY V.S. Ju ul tJ LL i� Q� V KR5T0 5TAMATMKI, AIA JOB NO. 1301.FIL START DATE 11.02.12 PAGES ................. DRAWN BY V.S. / 200 - AMP PANEL 'A' TYPE MAIN BUS 200 AMPS SERVICE 120 / 240 IW 3W NEUTRAL FULL MOUNTING FLUSH MAINS M.L.O. POLES: 42 A.I.G. 10,000 BRKR WIRE LOAD(KW) DESCRIPTION CKT.0 CKT,O DESCRIPTION LOAD(KW) WIRE BRKR 60/2 06 10.0 AHU 01 1 2 A/C COMP. 01 N/G "8 40/2 3 4 60/2 06 10.0 AHU 02 5 6 A/C COMP. 02 N/C 08 40/2 1 S 50/2 02 1,5 COOKTOP 9 10 OVEN 3,0 012 20/2 11 12 20/1 012 L5 KITCHEN GFI 13 14 KITCHEN LIG=HTS •853 014 15/1 20/1 012 1.5 KITCHEN GFI 15 16 CAFE REC. / LIGHTS 1.5 02 20/1 20/1 012 1.5 DINING REG 1-1 18 DINING REC / LIGHTS IB 012 20/1 20/1 012 1.5 1 WASHER 19 20 DISPOSAL 1.5 012 20/1 30/2 010 5.0 DRYER 21 22 BATH / UTILITY / HALL .853 014 15/1 23 24 WATER HEATER 5,0 010 25/2 15/1 014 .853 WINE RM REC. 25 26 MASTER LIGHTS .853 014 15/1 15/1 014 .853 WINE RM REC. / LIGHTS 21 28 MASTER LIGHTS .853 014 15/1 20/1 012 1.5 BATH ROOM GFI (1st FL.) 29 30 MASTER REC. 1.5 012 20/1 SPARE 25 26 SPARE 31 32 REFRIGERATOR 1.5 012 20A SPARE 21 1 28 SPARE 33 34 SPARE SPARE 35 36 SPARE SPARE 31 38 SPARE 39 40 SPARE SPARE 41 42 SPARE TOTAL ■ 21.106 KW TOTAL 15.589 KW TOTAL LOAD EXCLUDING A/C ■ 313OKW LOAD CALCULATIONS let 10.0 KW. 0 100% 10.0 KVA REMAINING K.W. a 405. NOZO x 0.4) 4.00 KVA 21.00 KW x 1000 W 112 AMPS 20 KW A/C HEAT 1v 65 q 13.0 KVA 240 V. TOTAL 21.00 KVA 100 - AMP PANEL 'B' TYPE MAIN BUS 100 AMPS SERVICE 120 / 240 14 3W NEUTRAL FULL MOUNTING FLUSH MAINS M.L.O. POLES: 28 A.I.C. 10,000 BRKR. WIRE LOAD(KW) DESCRIPTION CKT.0 CKT" DESCRIPTION LOAD(KW) WIRE BRKR. 15/1 014 342 REAR FLOOD LIGHTS 1 2 ' BEDROOM 03 REC 342 014 15/1 15/I 014 342 REAR GARDEN LIGHTS 3 4 BEDROOM 03 LIGHTS 342 014 15/1 15/1 1 014 342 LIVING REC 5 6 HALL REC / LIGHTS 342 014 15/1 15/1 014 342 LIVING REC LIGHTS 1 8 BATH GFI 1.5 012 20/1 15/1 014 342 FRONT FLOOD LIGHTS 9 10 BEDROOM 02 LIGHTS 342 014 15/1 15/1 014 342 FRONT GARDEN LIGHTS II 12 BEDROOM 02 REC 342 014 15/1 20/1 012 1.5 OUTDOOR GFI 13 14 MASTER LIVING LIGHTS 342 M4 15/1 15/1 014 342 GAME RM REC. 15 16 MASTER LIVING REC 342 014 15/I 15/1 014 342 GAME RM LIGHTS 11 IS I SPARE i SPARE 19 20 SPARE SPARE 21 22 SPARE SPARE 23 24 SPARE SPARE 25 26 SPARE SPARE 21 1 28 1 SPARE TOTAL - 5262 KW TOTAL - 2.136 KW TOTAL LOAD EXCLUDING A/C = 1,998 KW 1.998 KW. x 1000 333 AMPS 240 V. ELECTRICAL RISER DIAGRAM 2" P.V.C. 3- *210 TN,"" EL ME DI UNDERGROUND TO TIE-IN LOCATION 0 1/0 COPPER IN 1" P.V.G. TO GROUND ROD, FOUNDATION STEEL, t COLD WATER SYSTEM 14 EXTERIOR / LANDSC. LIGqTS �\ FLOOD LIGHTS Tr J /' \ / rO — ' MASTER LOUNGE BOOKS SECONp FLOOR ELFCTRICAL. J OF N,�ky, '072 •� ��� F�'9 AN 5C, 11411 11011 ISSUE DATE DESIGN 110.02.12 ALL MIGN6, IDEAS, ARRAWZI-IE JT6, AND WOMUTION REPRESENTED DY THIS DRAWM6 ARC THE PROPERTY OF STUDIO K ARCHITECTS, PA MID WERE CREATED, DEVELOPED AND EVOLVED FOR THE 6PECFIED P'ROAECT ON WPICI- NONE OF TFE DESIGNS, IDEAS AND ARRANGEMNTS SHOULD OE USED BY, OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WITHOUT A WRITTEN F-ER1I661ON OF THIS OFFICE. SCALED DO" IENSIONS SHOULD DE VERIFIED BY THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR ALL DR'IEN&ION6 AND CONDITIONS OF THE JOB WRITTEN DMEN61ON6 SHALL TAKE PRECEDENCE OVER SCALED DA'RNSION6. CONTRACTOR &HALL NOTIFY THIS OFFICE OF ANY VARIATIONS N DR TENSIONS AND CONDITIONS SHOWN ON THESE DRAUANGS. 614OP DETAILS WITH ADECUATE DMNSIONING AND SCALE MAT BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION OF T1E ITEMS INDICATED. KR5T0 5TAMATOV5KI, AIA AR 0011104 JOB NO. 1301.FIL START DATE 11.02.12 'I'IIIII DRAWN BY V.S. p� UL — KR5T0 5TAMATOV5KI, AIA AR 0011104 JOB NO. 1301.FIL START DATE 11.02.12 PAGES DRAWN BY V.S.