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Home My WebLink About34089-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34268 Date: 04/09/10 THIS C~TIFIBS that the building ADDITION Location of Property: 3065 CR 48 MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 141 Block 2 Lot 14.1 Subdivision Filed Map NO. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 6, 2008 pursuant to which Building Permit No. 34089-Z dated AUGUST 6, 2008 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 SECOND STORY ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to VIRGINIA A & MICHAEL H TYLER (OWNER) of the aforesaid building. SUFFOLK COUNTYDBPART~NTOF HKALTHAPPROVAL N/A EL~-£KICAL C~-rIFICATE NO. 2074349 12/14/06 I~L~ERS C~KTIFICATION DA'r~ 04/18/07 ROBERT VAN ETTEN Rev. 1/81 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 DepL 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. Cmnmercial 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 Plam~ing Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accesso~7 building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Ce~lificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Tempolary Certificale of Occupancy - Residential $15.00, Conm~crcial $15.00 New Constnmtion: f _ Old or Pre-existing Building: LocationofProperty: ...~O(~"' ~"~at- ~ House No. Street Owner or Owners of Property: ~ ~ ~ ~; ~ Suft~lk Connty Tax Map No 1000, Section / ~/ Subdivision ~ ~%%~j PennitNo. ~l ~ ~ Dale of Permi~. Health Dept. Approval: __ Planning Board Approval: Date. 03/30107 (check one) Hamlet Blook Ooo 9_, t. ot pi'.-/, c>c / Filed Map Lot: __ Applicant: Undem,riters Approval: Request for: Temponu) Cerlificate Fee Submitted: $ Final Certificate: (check one) ~~gnature~ Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone(631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit Owner: Plumber: Date: (Please print) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sxvom to before me this ,//-'~'~ dayof~ , 20 (57 / Notary Publi~o~ty Plumbers Signature) BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by VIRGINA TYLER PO BOX 1253 MATTITUCK NY 11952 VIRGINA TYLER PO BOX 1253 MATTITUCK, NY 11952 Located at Application Number: Section: Block: Described as a 3065 RT 48 MATTITUCK, NY 11952 2074349 Lot: Residemia11200-1799 square ft. Certificate Number: 2074349 Building Permit: ...., ~ BDC: ns11 occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, 2 nd floor addition, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the ]4th Day of December, 2006. Name OTY Rate Rating Circuit Type Alarm and Emergency Equipment Sensor I 0 Sensor 3 0 Appliances and Accessories Air Conditioner 1 0 30.000 Air Handler 1 0 Exhaust Fan 1 0 Steam Unit~Sauna 1 0 30 Wiring and Devices Outlet 20 0 Fixture 20 0 Outlet 26 0 Receptacle 17 0 Switch 12 0 Dimmers 1 0 Paddle Fan 3 0 Disconnect I 0 60 amp Receptacle 2 0 Carbon Monoxide Smoke BTU F,H.P. Amps Fixture Incandescent General Purpose General Purpose General Purpose Air Conditioner seal GFCI Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NeW YORK BOARD Of FIRe UNDeRWRITeRS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by VIRGINA TYLER PO BOX 1253 MATTITUCK NY 11952 VIRGINA TYLER PO BOX 1253 MATTITUCK, NY 11952 Located at 3065 RT 48 MATTITUCK, NY 11952 Application Number: 2074349 Certificate Number: 2074349 Section: Block: Lot: Building Permit: BDC: ns11 Described as a Residential 1200-1799 square fi. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, 2 nd floor addition, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 14th Day of December, 2006. Name QTY Rate Rating Circuit Type seal 2 of 2 This ceRificatemaynotbe altered in any way and is validated only bythe presence of a mised seal atthe location indicated. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34089 Z Date AUGUST 6, 2008 Permission is hereby granted to: VIRGINIA A TYLER PO BOX 1253 MATTITUCK,NY 11952 for : 2ND FLOOR ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. REPLACES EXPIRED BP # 31222 at premises located at 3065 CR 48 County Tax Map No. 473889 Section 141 pursuant to application dated AUGUST Building Inspector to expire on FEBRUARY MATTITUCK Block 0002 Lot No. 014.001 6, 2008 and approved by the 6, 2010. Fee $ 150.00 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31222 Z Date JUNE 22, 2005 Permission is hereby granted to: VIRGINIA A TYLER PO BOX 1253 MATTITUCK,NY 11952 for : SECOND FLOOR ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 3065 CR 48 Cottnty Tax Map No. 473889 Section 141 pursuant to application dated JUNE Building Inspector to expire on DECEMBER MATTITUCK Block 0002 Lot No. 014.001 7, 2005 and approved bythe 22, 2006. Fee $ 150.00 Authorized Signature Rev. 5/8/02 COPY 765-18O2 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ R~OUGH PLBG. []/FOUNDATION 2ND [ ] INSULATION / [~/] FRAMING [ ,,~ FINAL [ ] FIREPL~.CE & CHIMNEY [ ] FIRE SAFETY INSPECTION REM~F KS.~ ~ ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ~>~.INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING ~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAI-,-,'( INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRB RESISTANT PENETRATION REMARKS: ~' ~ ~ INSPECTOR DATE "~ -'/(~'- o 7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION ROUGH PLBG. INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PF. NEIRATION q--l-/':' DATE iNSPECTOR '~'~ ITECNOLOGIES April 3, 2007 Town of Southold Building Dept. Southold, N.Y. Re: BP#: 31222Z Mr. Michael Tyler 3065 Rt. 48 Mattituck, N.Y. 11952 SCTM: 1000-141-02-14.001 Attn: Mr. George Gilier, Per our original instructions from the client, the 2"~ floor space on the West side of the structure was designed as and remains as attic space only. This being the case GYP Board on the inner face of the attic space should not be required, all adjacent walls adjacent to the attic space have 1/2" GYP Board. The Hurricane Shutters for the 2"~ floor are on site for your inspection. If you have any additional questions please feel free to call our office at 631-298-1129. Notaro R.A, TOWN OF SOUTHOLD BUILDINC~DEffARTMENT TOWN HA~L SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. Examined / Approved t~["~ 2~20 ~ ~ Mail to: Disapproved a/c Phone: Expiration [ ¢~,, 20 ~ Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Contact: APPLICATION FOR BUILDING PERMIT , '~[~ ~ ' Date ~}.~¢ '~ 20 G~. ~ , ~: ,, INSTRUCTIONS This application ~ST be completely filled in by t~ewfiter or in i~ ~d sub~tted to the Build~g ~spector with 4 sets of plans, acc~ate plot pl~ to scale. Fee according to schedule. b. Plot pl~ show~g locmion of lot ~d of buildings on presses, relations~p to adjoin~g presses or public streets or areas, ~d wate~ays. c. The work cover~ by ~s application my not be co~ced before issu~ce of Building Pemt. d. Upon approval of tbs application, the Build~g hspector will issue a B~g Pemt to the applic~t. Such a pemt shall be kept on the premses available for inspection ~oughout ~e work. e. No building s~ll be occupi~ or used in whole or ~ p~ for ~y p~ose w~t so ever ~til ~e B~lding ~spector issues a Ce~ificate of Occup~cy. L Eve~ building pe~t sh~l expire if &e work au~ofized has not co~enced withn 12 months after the date of issuance or ~s not been completed within 18 months ~om such ~te. If no zomg amm~ents or other re~latio~ affecting the prope~y have been enacted in the ~tefim, the Building ~spector may authorize, in writing, the extension of ~e pemt for an addition six months. Thereafter, a new pemt s~ll be required. ~PLICATION IS HE,BY M~E to the Building Dep~mem for the issuance of a Building Pemt p~su~t to the Buil~ng Zone Ordin~ce of the Town of Southold, Suffolk Co~ty, New York, ~d other applicable Laws, Ordin~ces or Re~lmions, for the cons~ction of buil~ngs, additions, or akemtions or for removal or demolition as herein described. The applicant a~ees to comply with all applicable laws, ordin~ces, building code, housing code, ~d re~lations, and to a~t authorized inspectors on presses ~d in building for necess~ insp~tions. (Signature of applicant or ni~ne, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~-~ ~-%. ~-~,o~. 4 ~I~Gq~DIA (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. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision (Nme) Block 0~_ · Lot Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy of proposed const~ct~o~: a. Existing use and occupancy ~t~ooV¢ ¢-fi-~ ~ [-'/ / %-c~!. 'k')co~. tX.~ ~.%(,~. b. Intended use and occupancy ~D_t t~,l~ ~/¢lq\l-~// l c~. ~v-7 3. Nature of work (check which applicable): New Building Addition Repair Removal Demolition ~ Other Work Alteration (Description) 4. Estimated Cost ~(0~t'rcX% . Fee (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. D~mensions. of existing, ,, o structures, if anv.~. Front/4~t.~i t~ t Rear .~, t,./~ Depth Height /~v~ -r~ Number of Stories / ' Dimensions of same structure with alterations o/' additions: Front Depth c9-~ '~[C~ '~ Height 8. Dimensions of entire new construction: Front Rear _Depth Height Number of Stodes 9. Size of lot: Front t '~ ~ Rear [00t Depth ! ~ ~ . ?) ~ , 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 ofpremisesN~t~ Name of Architect Name of Contractor Address~26,% ¢rhg. [4h~lTOOJ{~ Phone No. AddressP. o. fx~c/r&'{q~-r~r~xac. Phone No ~o~ _~qc/g_ I~ . Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a fi'eshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES__ NO ~/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. Y 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. STATE OF NEW YORK) SS: COUNTY OF_~_~ ~0 ~ '4{9t %'~,~:~-~3~'V>. being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~2 ~4k ~- ~ (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 this '/-~'~ dayof ~l',~ ,, ~. 20 t',~/Notary Public John M. Judge NOTARY PUBLIC, State of New YOf8 No. 01JU6059400 Qua f ed In Suffolk Countv . Commission Exp res May 29, 20 ~ ~- Signature of Applicant ITECNOLOGIES PLANNING CONSTRUCTION SERVICES June 7,2005 Southold Town Building Department Southold, N.Y. Re; Mr. & Mrs. Michael & Virginia Tyler 3065 Rt. 48 Mattituck, N.Y. 11952 S.C.T,M # 1000-141-02-14.001 To Whom It May Concern: Per requirements by New York State Residential Construction Code we certify that the design criteria is done per prescriptive design, All of the load calculations and structural plans comply with all of New York Construction Code based on (AF&PA) for One-Family Dwelling to the best of our knowledge. If you have any additional questions please feel free to call our office at 631-298-1129. Sincerely Yours, Unk Notar'o ~ Oum g~ 05 03:~p FRANK NOTARO 631-g98-11~9 p.1 G I E S June 22. 2~5 Building Depa~ment ~ t ~ ;' .~ 5~ ~," Town of Southold, N.Y. '.....L~(~ ./ RE: Mike Tyler '"',-/ 3085 Rt. 48, Mattituck, N.Y. 11952 TM#: 1(X~0-141-02-14.001 As per our phone conversaMon on Wednesday, June 22, 2005, this letter is to certify that the existing 3-bedroom Tyler residence will remain a 3-bedroom residence after completion of the second-floor addition And removal of one downstairs bedroom closet. That existing first floor bedroom will become an office/study space with no closet. If you have any additional questions/concerns, please do not hesitate to call our office At 631.298.1129. Thank you for your time and considerat~u.q, Fr~n*,. Notaro, R.A. ~ November 29, 2005 Southold Town Building Department Southold, N.Y. Re: Mr. & Mrs. Michael & Virginia Tyler 3065 Rt. 48 Mattituck, N.Y. 11952 S.C.T.M # 1000-141-02-14.001 To Whom It May Concern: As per New York State Energy Code and the accompanying RESCHECK energy calculations, the Tyler Residence passes all applicable energy codes with R-19 insulation applied in all exterior (2" x 6" stud) walls, and R-30 insulation applied in all ceiling areas. If you have any additional questions please feel free to call our office at 631-298-1129. Sincerely Yott.~ Frank Notaro~ Permit # Permit Date REScheck Software Version 3.7 Release 1 Compliance Certificate Project Title: TYLER RESIDENCE Report Date: 11 ~29~05 Energy Code: Location: Construction Type: Heating Type: Glazing Area Percentage: Heating Degree Days: Construction Site: Permit Date: MAY 31,2005 New York State Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Non-Electric 13% 5750 Owner/Agent: Michael Tyler Designer/Contractor: Frank Notaro, R.A. Architecnologies 13405 Main Rd. Mattituck, NY 11952 (631) 298-1129 Architecnologies@yahoo.com -'lTl Ceiling 1: Flat Ceiling or Scissor Truss: Wall 1: Wood Frame, 16" o.c.: Window 1: Vinyl Frame:Double Pane with Low-E: Window 2: Vinyl Frame:Double Pane with Low-E: Window 3: Vinyl Frame:Double Pane with Low-E: Window 4: Vinyl Frame:Double Pane with Low-E: Window 5: Vinyl Frame:Double Pane with Low-E: Window 6: Vinyl Frame:Double Pane with Low-E: Window 7: Vinyl Frame:Double Pane with Low-E: Window 8: Vinyl Frame:Double Pane with Low-E: Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space: Air Conditioner 1: Electric Central Air: 10 SEER Boiler 1: Other (Except Gas-Fired Steam): 80 AFUE 803 30.0 4.0 25 2011 19.0 4.0 91 10 0.350 4 10 0.350 4 19 O.350 7 19 0.350 7 19 0.350 7 25 0.350 9 32 0.350 11 136 0,350 48 1079 30.0 4.0 31 page, they are attesting that to t e bes compliance with ,this Build any TYLER Statement of Compliance: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this best of his/her knowledge, belief, and professional judgment, such plans or specifications are in Name Date Page lof5 DEMOLITION OF EXISTING ROOF, CONSTRUCTION OF NEW 2ND STORY FRAMED RESIDENCE. *GROUND SNOW LOAD - 45 PSF *EXPOSURE CATEGORY B '120 MPH WIND SPEED *SEISMIC DESIGN CATEGORY - B *WEATHERING - SEVERE *WINTER DESIGN TEMP. -ZONE 11B - 11 DEGREES *ICE SHIELD UNDERLAYMENT REQUIRED PROJECT NOTES: -R-3 SINGLE FAMILY RESIDENCE -HEIGHT- 27'-0" FROM GRADE TO RIDGE -AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAM CONSTRUCTION TYLER RESIDENCE Page 2 of 5 REScheck Software Version 3.7 Release 1 Inspection Checklist Date: 11/29/05 Ceilings: [] Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity + R-4.0 continuous insulation Comments: Above-Grade Walls: Wall 1: Wood Frame, 16" o.c., R-19.0 cavity + R~.0 continuous insulation Comments: Windows: Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes -- No [] Window 2: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Window 3: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type _ Thermal Break? Comments: Yes__No [] Window 4: Vinyl Frame:Double Pane with Low-E, U-factor; 0.350 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes__No [] Window 5: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No [] Window 6: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No Window 7: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes Comments: No [] Window 8: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes No Comments: Floors: [] Floor 1: Ail-Wood JoisbTruss:Over Unconditioned Space, R-30.0 cavity + R~.0 continuous insulation Comments: TYLER RESIDENCE Page 3 of 5 Air Leakage: Iml Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. I--I Recessed lights must be 1} Typo lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible matedals. If non-lC rated, the fixture must be installed with a 3" cfaarance from insulation. Vapor Retarder: [] Required on the warm-in-winter side of all non-vented framed ceilings, wails, and floors. Materials Identification: [] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [] Materials and equipment must be identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided, ~1 Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [] Return ducts in unconditioned attics or outside the building must be insulated to R~. [] Supply ducts in unconditioned spaces must be insulated to R-8. [] Return ducts in unconditioned spaces (except basements) must be insulated to R- E] Return ducts in unconditioned spaces (except basements) must be insulated to R-2. . Insulation is not required on retum ducts in basements. Duct Construction: [] AI~ joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapos and mastics must be rated UL 181A or UL 181E. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate electric meters are required for each dwelling unit. Fireplaces: [] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system, [] Insulate circulating hot water pipes to the levels in Table 1. Clrculatthg Hot Water Systems: [] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non~iepletable sources. Pool pumps require a time cl~ck. Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. TYLER RESIDENCE Page 4 of 5 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non.Circulating Runouts Circulating Mains and Runouts Heated Water Temperature (°F) Up to 1" Up to 1,25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140~169 0,5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping System Types Range(°F) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1,0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0,5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) TYLER RESIDENCE Page 5 of 5 Permit Number Checked By/Date REScheck Compliance Certificate New York State Energy Conservation Construction Code RES checkSoflware Version 3.6 Release 1 Data filename: C:~PROGRA-I\Check~REScheck\TYLER.rck PROJECT TITLE: TYLER RESIDENCE COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW / WALL RATIO: 0.20 DATE: 05/31/05 DATE OF PLANS: MAY 31, 2005 PROJECT DESCRIPTION: DEMOLITION OF EXISTING ROOF. CONSTRUCTION OF NEW 2ND STORY FRAMED RESIDENCE. DESIGNER/CONTRACTOR: FRANK NOTARO, R.A. ARCHITECNOLOGIES P.O. BOX 93 13405 MAIN RD. MATTITUCK, N.Y. 11952 PROJECT NOTES: *GROUND SNOW LOAD -45 PSF * EXPOSURE CATEGORY B * 120 MPH WIND SPEED *SEISMIC DESIGN CATEGORY - B *WEATHERING - SEVERE *ICE SHIELD UNDERLAYMENT REQ'D PROJECT NOTES: -R-3 SINGLE FAMILY RESIDENCE -HT. - 31'-0" FROM GRADE TO RIDGE -AMERICAN FOREST & PAPER ASSOC. (AF&PA) WOOD FRAME CONSTR. -SITE PLAN -DEMOLITION PLAN -FIRST FLOOR PLAN -2ND FL. PLAN -2ND FLOOR FRAMING/ROOF PLAN -BUILDING SECTION -EXTERIOR ELEVATIONS -ENERGY CALCULATIONS -PLUMBING RISER DIAGRAM COMPLIANCE: Passes Maximum UA = 168 Your Home UA = 105 37.5% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value l~-¥alue U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 803 38.0 21.0 14 Wall 1: Wood Frame, 16" o.c. 736 21.0 30.0 17 Window 1: Vinyl Frame:Double Pane with Low-E 10 0.350 4 Window 2: Vinyl Frame:Double Pane with Low-E 10 0.350 4 Window 3: Vinyl Frame:Double Pane with Low-E 10 0.350 4 Window 4: Vinyl Frame:Double Pane with Low-E 19 0.350 7 Window 5: Vinyl Frame:Double Pane with Low-E 19 0.350 7 Window 6: Vinyl Frame:Double Pane with Low-E 19 0.350 7 Window 7: Vinyl Frame:Double Pane with Low-E 25 0.350 9 Window 8: Vinyl Frame:Double Pane with Low-E 32 0.350 11 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1079 30.0 21.0 21 Furnace I: Forced Hot Air, 78 AFUE Air Conditioner 1: Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer RESeheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE: 05/31/05 PROJECT TITLE: TYLER RESIDENCE Bldg. Dept. Use [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity + R-21.0 continuous insulation Comments: Above-Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-21.0 cavity + R-30.0 continuous insulation Comments: Windows: 1. Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ] No Window 2: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes Frame Type_ Thermal Break? [ ] Yes [ Comments: ] No Window 3: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes Frame Type. Thermal Break? [ ] Yes [ Comments: ] No Window 4: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes__ Frame Type Thermal Break? [ ] Yes [ Comments: ] No Window 5: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes__ Frame Type. Thermal Break? [ ] Yes [ Comments: ] No Window 6: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factom, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Window 7: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ]No [ ] 8. Window 8: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 ]Yes[ ]No [ ] [ l [ ] [ ] [ I [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] For windows without labeled U-factom, describe features: # Panes Frame Type Thermal Break? [ Comments: Floom: 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity + R-21.0 continuous insulation Comments: Heating and Cooling Equipment: 1. Furnace 1: Forced Hot Air, 78 AFUE or higher Make and Model Number 2. Air Conditioner 1: Electric Central Air, 10 SEER or higher Make and Model Number Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, the frxture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment must be installed in accordance with the manufacturer's installation instructions. Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to R4. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R- Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 18lA or UL 18lB. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight firing non-combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat ',rap on both the inlet and outlet unless the water heater has an integral heat trap or is part o£a circulating system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/off`heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 °F or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimumlnsulation ThicknessforCirculatingHotWaterPipes. Insulation Thickness in Inches bv Pine Sizes Heated Water - ' t' Circulatinn Mains and Runouts Temperature ( F/ Un to 1" UP to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 I00-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thicltness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches bv Pioe Sizes pinine System Types B. an~e / F/ 2" Runouts ~ 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) /ooo-/~×-a _/~./ KOWN OF SOUTHOLD PROPERTY REC:ORD CARD OWNER ~. STREET ~1~)/~.~ VILLAGE DIST. SUB. LOT ~P~- ~,l~:~-~CigLJ S W TYPE OF BUILDING illable FRONTAGE ON WATER [eadow~ DEPTH ~ V, Iou~ Pier ~ . , BULKH~D oral 141.-2-14.1 3/05 Extension Extension Porch ~.~ Garage Total " LOR Foundation Basement Ext. WalEs Fire Place Type Roof Recreation Room Dormer TRIM Bath Floors Interior Finish Heat Rooms ]st Floor Rooms 2nd Floor Driveway J Dinette LR. DR. BR. FIN. B 'l'o~n llall Anne× 51373 Main Road I'.(). Box 1179 Sottdlold, NY 11971 09,59 Tclcphonc (631) 765-1802 I tx ({31) 71,-.), 02 BI !ILl)lNG I)EPARTMI~;NT TOWN OF $OUTHOLD Building Permit: 34089-Z April 5, 2010 Michael & Virginia Tyler PO Box 1253 Mattituck, NY 11952 RE: 3065 CR 48, Mattituck TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: __ Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. __ A fee of $25.00 (STALE DATED) ~--~C~"z~-r,~ Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/'1/84) Trustees Certificate of Compliance. Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. 2"d floor addition Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD !st NOT'iCE July 10th, 2008 Virginia & Michael Tyler P.O. Box 1253 Mattituck, N.Y. 11952 RE: 3065 ER 48 (2"~ Floor Addition) SCTM # 141.-2-14.1 Dear Mr. & Mrs. Tyler, Please be advised that your Building Permit # 31222 issued ,Tune 22nd, 2005 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $150.00; that time we can schedule an inspection by one of our Building Inspector's. Tf you hove any questions, please call us at 631-765-1802. Respectfully, 50UTHOLb TOWN BUILDING DEPT. 24' R. POOL ALCOVE GR. (EXISTING) 24' EXISTING GARAGE. S.75° 15' 50" W. SURVEY OF PROPERTY SITUATED AT MATTITUCK, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX NO. 1000-141~2-14.001 I - STORY PROp. FOOTPRINT 48* MIDDLE ROAD C.R. 48 138' Z(~ U.i)' SITE PLAN 24' R. POOL ABOVE GR. (EXISTING) S.75° 15' 50" W. SURVEY OF PROPERTY SITUATED AT MA'Iq-ITUCK, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX NO. 1000-141-02-14.001 SCALE: 1' = 20' EXISTING EXISTING 1 PROP. 138' MIDDLE ROAD C.R. 48 DRAWING LIST A. DEM A.1 A.2 A.2-1 A.3 A.4 A.5 A.6 DEMOLITION PLAN 1ST FLOOR PLAN 2ND FLOOR PLAN FRAMING PLANS BUILDING SECTION EXTERIOR ELEVATIONS ENERGY CALCULATIONS PLUMBING RISER DIAGRAM EXISTING ROOF/CEILING TRUSSES TO BE REMOVED, SOUTH ELEVATION · II ' '®1 EXlSTIN(~i WALL TO BE REMOVED FOR NEW STAIR II ON II III III . FIRST FLOOR PLAN ALL 6ONSI'RUO'~ION sHALL ~'THE REQUiREM~I'iTS OF ~HE PLUMBING ALL PLUMBING WASTE & WATER LINES NEED ~TING BEFORE COVERING OCCUPANCY OR USE IS UNLAWFUL WITHOUT CEg'l IFICATE OF OCCUPANCY APPROVED AS NOTED DATE:~B.P. ~ ~/~ FEE:_/~' BY:~ NOTI~ BUILDING DEP~ 765q~ 8AM TO 4PM FOR THE FOLLOW~G IN~EC~ION& 1. FO~DAT~. ~O RE~B~ FOR ~URED CONCR~ 2. ROUGH * FRYING ~ ~G 3. fNSULATI~ 4.FINAL - CONSTRUCTION MUST BE COMPLETE - OR 60. ALL CONSTRUCTION SHALL MEET THE '¢BERCERTIFIOATION REQUIREMENTS OF THE CODES OFNEW ~D CONTENT BEFORE YORK ST^?E, NOT RESPONSlBLB FOR :ICATEOFOCCUPANCY DESIGN OR CONSTRUCTION ERRORS. DER USED IN WATER ou/ L Y SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. RETAIN STORM WATER RUNOFF~ PURSUANT TO q .- E FtON 45-I 0C OF THE TOWN CU0E. NAILING & CoNNLC REQUIRED- o m W rr A. DEM GENERAL NOTES 1, ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES AND ORDINANCES 2, BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS, 3, THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN, 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE CODES S, THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO THE WORK OF THIS CONTRACT, CONTRACTORS SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. 7 THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. 8 ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO STARTING ADDITIONAL WORK, 9 DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING, PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS, REFER TO CONSTRUCT DRAWINGS FOR SIZES, 1 $. ALL FRAMING LUMBER TO BE DOUGLAS FIR ¢2 CONS,, GRADE OR Bb I I ER, 11, ALL EXTERIOR STRAPPING TO BE BENEATH EXTERIOR SHEATHING, 12, THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE PROCEEDING CONSTRUCTION LEGEND NEW EXTERIOR PARTITION- 2" X 6" WOOD STUD WALL W/1/2" CDX PL~'WB EXTERIOR SHEATHING ( TYVEK WRAPPED & TAPED), QUALIq~ EDGE SIDING BY '¢FRU-SHAKE" - COLOR WICKER APP, ED, PROV. 1/2" GYP. BU.(SCREWED/TAPED) CLR, PINE 5" COLONIAL BASE TRIM, & R~21 FOIL FACE INSUL (HIGH DENSITY0, 3 1/2" WIDE CLEAR PINE COLONIAL TRIM ON ALL WINDOWS & DOORS ALL WINDOWS TO HAVE STOOL. NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH 1/2" GYP. (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE RESIST GYP. BD (GREEN BDO FOR ALL BATHROOM WALL AND CEILINGS, PROV CEMENT WALL DB, FOR ALL TILE AREAS INTERIOR PAINT- TO BE "BENJAMIN MOORE" U,O,N. ONE COAT PRIMER AND TVVO COATS FINISH (COLORS T,B.D, BY OWNER) SATIN FIN. THROUGHOUT U,O,N, ALL TRIM SEMI-GLOSS. HARDWOOD FLOORiNG-SELECT ¢1 RED OAK 2 1/4"W., 15LB. FELT, UNDERLAYMENT, ($ FINISH COATS OF CLEAR SATIN POLYURETHANE.) SUB-FLOOR-USE 3/4" THICK PLYWOOD GLUED AND NAILED. SUB FOR TILE AREAS TO BE SCREWED AND GLUED, CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP ED. TILE TO BE INSTALLED OVER 1/2" CEMENT BOARD U.O,N, WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN, ELECTRICAL LEGEND: NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE N,Y,B,F,U. AND A CERTIFICATE FROM THE N,Y.B,F,U, iS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB, NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE NOTED, ALL OTHER ELECTRICAL EQUIPMENT AND MA~I 'b TO BE SUPPLIED BY THE ELECTRICAL CONTRACTOR. NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRtON', "DECORA" IN COLOR O,N,O- DOWNLIGHT TRIMS TO BE WHITE I~ DUPLEXELECTRICALRECEPTACLE I ~ I DOIUBLEDUPLEXELEC. REOEPT (~eF~ DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT ~SC DUPLEX SEPARATE CIRCUIT RECEPTACLE $ WALL SWITCH a 3-WAY WALL SWITCH '~JB CEILING MOUNTED JUNCTION BOX ~jB WALL MOUNTED JUNCTION BOX ¢ RECESSED DOWNLIGHT (100w) "LIGHTOILER" OR APPROVED EQUAL ~E EXTERIOR MOUNTED DOWNLIGHT (100W) mjb WALL MOUNTED DUAL SPOT LIGHT '-VZI~EF NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST FAN/LIGHT WITH DUAL SWITCH AT WALL. "SROAIN" HEAVY DUTY UNIT OR APP, EQUAL, ~F EXT, MOUNTED LIGHT WITH FAN 0sD SMOKE/CARBON MONOXIDE DETECTOR; TO BE HARD WIRED TO CENTRAL CONTROL BO)(( <~ T NEW TELEPHONE RECEPTACLE ~ E NEW ETHERNET RECEPTACLE <~ ST NEW STRUCTURED CABLE [~DB NEW DOORBELL II tll tl -- --I GARAGE DOOR I OPENER PLUMBING LEGEND: PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED ON CONSTRUCTION PLANS), FOLLOW ALL NECESSARY N.Y.C, AND N,Y,S. BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV ALL NECESSARY DRAIN VALVES. ~iHB PROVIDE FROST FREE HOSE BIBS, SHOWER HEAD INSULATION NOTES - EXISTING EXTERIOR WALLS· 2"X4" WOOD STUD. R-15 HIGH DENSITY iNSULATION BY 'CERTANTIEED' OR APPROVAL EQUAL. - NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-21 FOIL FA HIGH DENSITY INSULATION BY 'CERTAINTEED' OR APPROVED EQUAL, - NEW ROOF: R-38 KRAFT~FA, INSULATION BY 'CERTAINTEED' OR APPROVED ED. DOOR SCHEDULE: 1 ST, FLOOR EXTERIOR DOORS DOOR ID WIDTH HEIGHT DOOR OPERATION LOCATION MATERIAL ~ 2'-4" 6'-8" WOOD RIGHT SWING M, CLOSET ~DBL [2) 2L4' 6'-8'I WOOD DEL SWING DEN AREA WINDOW LEGEND: ALL WINDOWS TO BE ANDERSEN CLAD, WINDOW SPECS ANDERSEN ROUGH ROUGH REFERENCE OPENING OPENING QTY. NUMBER WIDTH HEPGHT OW OW 24* OW TOTAL 8 II III III II PROV. POSTING FOR BEAM ABOVE fit ~1 S%AI RWAY WIDENS T(O S' CLEAR INSIDE PFROV. POSTING FOR BEAM ABOVE OIPEN RAILING UP TO SECOND FLOOR II III III II FIRST FLOOR PLAN LU rr DWG. NAME: FIRST FLOOR PLAN A.1 [GENERAL NOTES 1, ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES AND ORDINANCES, 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS, 3, THE CONTRACTORS SHALL BE RESPONSISLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN. 4, THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE CODES, 6 THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO THE WORK OF THIS CONTRACT, CONTRACTORS SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT, 7, THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. 8. ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO STARTING ADDITIONAL WORK, 9, DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING, PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS, REFER TO CONSTRUCT DRAWINGS FOR SIZES. 10 ALL FRAMING LUMBER TO BE DOUGLAS FIR ~'~2 CONS., GRADE OR BE~'ER, 11, ALL EXTERIOR STRAPPING TO BE BENEATH EXTERIOR SHEATHING, 12, THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE PROCEEDING. CONSTRUCTION LEGEND,' __ NEW EXTERIOR PARTITION- 2" X 6" WOOD STUD WALL W/1/2" CDX PLYWD, 777T/7~ EXTERIOR SHEATHING ( TYVEK WRAPPED & TAPED), QUALITY EDGE SIDING BY "TRU-SHAKE" - COLOR WICKER APP. EQ PROV, 1/2" GYP. BD,(SCREWED/rAPED) CLR, PINE 5" COLONIAL BASE TRIM, & R-21 FOIL FACE INSUL, (HIGH DENSITY). S 1/2" WIDE CLEAR PINE COLONIAL TRIM ON ALL WINDOWS & DOORS ALL WINDOWS TO HAVE STOOL NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH 1/2" GYP. MD, /(////((~ (SCREWED/~APED) APPLIED BOTH SIDES, NOTE: PROVIDE MOISTURE RESIST GYP. MD, (GREEN BD ) FOR ALL BATHROOM WALL AND CEILINGS, PROV CEMENT WALL BD FOR ALL TILE AREAS. INTERIOR PAINT- TO BE ~'BENJAMIN MOORE" U,O.N. ONE COAT PRIMER AND TWO COATS FINISH (COLORS T,B D. BY OWNER) SATIN FIN. THROUGHOUT U O,N, ALL TRIM SEMI-GLOSS ~ HARDWOOD FLOORING-SELECT ¢1 RED OAK 2 1/4"W., 15LB, FELT. UNDERLAYMENT, (3 FINISH COATS OF CLEAR SATIN POLYURETHANE.) SUB-FLOOR-USE 3/4" THICK PLYWOOD GLUED AND NAILED, SUB FOR TILE AREAS TO BE SCREWED AND GLUED, __ CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQ TILE TO BE INSTALLED OVER 1/2" CEMENT BOARD U,O,N, WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. ELECTRICAL LEGEND: NOTE: ALL ELECTRICAL WORK TO BE IN AOOORDANC~ WITH THE RULES AND REGULATIONS OF THE N,Y.B,F,U, AND A CERTIFICATE RROM THE N.Y,B,F,U IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE NOTED, ALL OTHER ELECTRICAL EQUIPMENT AND MA'CB TO BE SUPPLIED BY THE ELECTRICAL CONTRACTOR. NOTE; ALL SWITCHES AND RECEPTACLES TO BE 'LUTR,ON', "DECORA" IN COLOR O.N.O,, DOWNLIGHT TRIMS TO BE WHITE (~ DUPLEX ELECTRICAL RECEPTACLE I (~j) I DOLJBLE DUPLEX ELEC. RECEPT. (~6F~ DUPLEX REOEPLTACLE/GROUND FAULT INTERRLJPT (~sc DUPLEX SEPARATE CIRCUIT RECEPTACLE $ WALL SWITCH $ a 3-WAY WALL SWITCH ~JB CEILING MOUNTED JUNCTION BOX '~JB WALL MOUNTED JUNCTION BOX '~ RECESSED DOWNLIGHT (100w) "LIGHTOILER" OR APPROVED EQUAL ~E~'E EXTERIOR MOUNTED DOWNLIGHT (100W) '~JB WALL MOUNTED DUAL SPOT LIGHT "~EF NEW CEILING MOUNTED JUNCTION BOX FOR REICESSED EXHAUST FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROANI" HEAV'¢ DUTY UNIT OR APP. EQUAL, ~[~F EXT, MOUNTED LIGHTWITH FAN OsD SMOKE/CARBON MONOXIDE DETECTOR: TO BE HARD WIRED TO CENTRAL CONTROL BOX <~ · NEW TELEPHONE RECEPTACLE '~ E NEW ETHERNET RECEPTACLE <~ ST NEW STRUCTURED CABLE [][38 NEW DOORBELL HVAC NOTES -EXISTING SYSTEM: 1-ZONE 275 GAL FORCED HOT AIR S1YSTEM TO REMAIN -CONTRACTOR TO VERIFY SIZE AND CONDITION OF EXISt-lNG SYSTEM. CONTRACTOR TO DETERMINE SIZE OF NEW SYSTEM, ANID SHALL SIZE AS REQUIRED. -NEW 2ND FLOOR TO HAVE ITS OWN ZONE. SYSTEM TO DIE INSTALLED IN ATTIC, CONTRACTOR TO BE RESPONSIBLE FOR ALL RIEQ'D. r/ ELECTRICITY AND DUCTWORK. , PLUMBING LEGEND PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED ON CONSTRUCTION PLANS), FOLLOW ALL NECESSARY N,Y C. AND N.Y S. BUILDING CODES THAT APPLY TO WORK BEING COMPLETED, PROV, ALL NECESSARY DRAIN VALVES, ~iHB PROVIDE FROST FREE HOSE BIBS, ~lS SHOWER HEAD DOOR SCHEDULE: 1ST. FLOOR EXTERIOR DOORS DOOR ID WlDTF HEIGH' DOOR MATERIAL OPERATION LOCATION (~) 2'-4" 6'-8" WOOD RIGHT SWING M. CLOSET ~ 2'-4" 6'-8" WOOD RIGHT SWING M. BATHROOM STORAGE 6'-4" X 20'-0" 19'-6" 1 6'-6" WINDOW LEGEND: ALL WINDOWS TO BE ANDERSEN CLAD, WINDOW SPECS ANDERSEN ROUGH ROUGH REFERENCE OPENING OPENING QTY, NUMBER WIDTH HEIGHT G I OW 14' 2'-4 7/8" 4'-0 1/8'r 3 4~ 0W24' 4'-9" 4~"0 1/8'' 3 ~) OW 135-3* 7L1 7/8" 3'-5 3/8" 1 Q OW 145-3* 7,_1 7/8" 4'-5 3/8" ~ TOTAL B M. BATH 12'-7" X 7'-10" 2'-1 1" F (bF 12'-8" 81 M. CLOSET 6'-0" X 7'- 10" M. BEDROOM 16'-6" X 11 '-6" bbl 0o :1 31'-1 1 "= DEN 16'-6" X 19'-6" SECOND FLOOR PLAN AREA = 803 SQ, FT. A2 PROV. 2" X 4" ON FLAT "FLYING RAKE" AT ALL GABLE ENDS {T~P,) PROV I 3/4" X 11 7/8" G-P PROV I 3/4"X 11 7/8" G-P "RIMBOARD" RIM JOIST SECOND FLOOR FRAMING PLAN PROV. 2" X 4" ON FLAT "FLYING RAKE" AT ALL GABLE ENDS (TYP.) ,,., 2" x 12" R.R, @ 16" O.O. CPCP,) ~ PROV. I 3/4" X 11 7/8" G-P PROV, 2" X 4" ON FLAT "FLYIN~ RAKE" AT ALL GABLE ENDS PROV, DBL, I 3/4" X 11 7/8" G-P LAM Oo Z>- Az DBL I 3/4" X 1 1 7/8" G-P LAM PROV, 2" X 4" ON FLAT "FLYING RAKE" AT ALL GABLE ENDS (TYP.) ROOF FRAMING PLAN BBb I 3/4" X 11 7/8" G-P LAM DWG. NAME: SECOND FLOOR FRAMING PLAN DWG. NO, A.2-1 PANEL LEGEND (REFER TO TABLE 1 609.1 .4) #8 SCREWS @ 12" C.C. HORIZONTAL 3 VERTICAL - 4 PANEL SIZE #8 SCREWS @ 16" O.C, ORIZONTAL - 7 VERTICAL- 5 2 NOTE' #8 SCREWS @ 16" O.C, HORIZONTAL- 5 VERTICAL- 5 5'-8" X 5'-0" 3 #8 SCREWS @ 16" C.C. ,111 IIIII "D" IIIII :IlL JIlL JilL_ REFER TO A. 1 & A.2 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS. I 1/2" #8 WOOD SCREWS 6'-0" < PANEL 6'-0" < PANEL 2'-0" < PANEL SPAN SPAN < 8~-6'' SPAN < 6L0" ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8'-0" SHALL BE PERMI'~-ED FOR OPENING PROTECTION IN ON AND TVVO STORY BUILDINGS, PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH A~rACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609 I 4 AMD 1609,6.5 AND TABLE 1609,1,4) TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS PANEL SPAN _< 2'-0" < PANEL 4'-0" < PANEL 6'-0" < PANEL FASTENER TYPE NOTE: ALL STRAPPING TO GO BENEATH EXTERIOR SHEATHING, CFYPICAL ALL) TRUSS BRACING TRUSS/RAFTER D TOP PLATE (RPS4) lCd NAILS OR -- 16d SINKERS 3" C.C. VERTICAL 4" O,C, HORIZONTAL STRONG-WALL SHEARWALL PICAL AT ETNA ~ H CORNER) PRE-AR'ACHED PHDCWlTH 12 SDS 1/4 X ~A~TENERS 3 SILL PLATE TO FOUNDATION -- USING USP BEARING PLATE FASTENERS (HBPS/LBPS) STUD (0S16) BAND JOIST (CS 16) (LSTA18) 78" BOX BEAM SILL PLATE TO FOUNDATION USING USR BEARING PLATE FASTENERS (HBPS/LBPS) SILL PLATE TO FOUNDATION (BP) PROV, METAL FLASHING AT ALL WINE)OW SILLS, CFYP. ALL LOCATIONS) METAL FASTENER SCHEDULE ~/~)11"k~ (EXAMPLE) KANT-SAG LSTI22 OR PSON LSTA21 STRAP RIDGE / /WITH (16) 10d X I 1/2 FASTENER BEAM ~ / / (STRAP REQUIRED FOR 16" JOIST ~,,~~ DEPTH OR MEMBERS WITH SLOPE oD ~ PT~1H2~ R GREATER), 2" X 10" R,R CONNECTION OF RIGDE ~//D1'%.~ BEAM TO ROOF RAFTER (EXAMPLE) X- BRACING (EXAMPLE) I SCREW THROUGH BRACE AT BACH FLANGE 0,75" X 33 MIL 2" X 12" RIDGE SEAM 2'~ X 4" "FLYING RAKE" ON ALL GABLE ENDS PROM. LIFETIME "GAF" ASPHALT ROOF SHINGLES. ~YP. ALL.a OVER 15 LB. FELT. PROM "WEATHER WATCH" UP 2'-0" OF ROOF EDGE. CONT, RIDGE & HIP VENT BY "COBRA" OR APP, LQ. (TYP, ALL AREAS) 10" C,J. @ 16" O,C, 12" HDR //~1//2" GYP BD ALL / / E×POSE A EAS./' PROM. #1 OAK FL, (REF, PLAN FOR LOC,) PROM, 3/4" PLY, WD, SUB, FL. DEL - I 2/4" X 11 7/8" G-P LAM PROM, LIFETIME "GAF" ASPHALT ROOF SHINGLES. (TYP ALLAREAS) OVER 15 LB FELT. PROM, "WEATHER WATCH" UP 2'-0" OF ROOF EDGE. R-38 HIGH DENSITY FOIL FA INSUL (TYP, ALL CEI,LINGS) INSUL INTERIOR PARTITIONS 2" x 12" F,J, @ 16" O,C. EXTEND CHIMNEY TO 24" UP @ 10' AWAY FROM ROOF. 2" X 6" WOOD STUDS W/ 1/2" CDX PLY SHEATHING, (TYP,) R-21 HIGH DENSITY FOIL FA INSUL, CI-¢P, EXT. PARTIONS) PROM. 2" X 10" CONT, RIMJOIST (T'(P. ALL AREAS) RIGHT SIDE SECTION STUD WALL (3) 2"X 10" HEADER SHEATHING TO WINDOW HEADER I OF WALL SHEATHING TO 2"X 6" STUDS JACK STUDS CONNECTION OF WALL SHEATHING TO WINDOW HEADER (EXAMPLE) SIMPSON HL35 ANGLE BRACKET DEL MICROLLAM HEADER CORNER(EXAMPLE) CONNECTION CLIP ANGLE (BOTH SIDES OF CONNECTION) MIN, LENGTH -- JOIST WEB DEPTH MINUS 1/2" 6 SCREWS (4 PER LEG JOIST TO HEADER JOIST (EXAMPLE) (3) 2~rx 10" HEADER CONNECTION OF WINDOW EADER TO EXTERIOR WALL, SIMPSON LSTA18 STRAP WITH (12) 10d FASTENER. 2" X 8" BLOCKING RAFTER BRACING UTS12 STRAP WITH (7) 10d X I 1/2 FASTENER TO STUD AND RAFTER. BIRDSMOUTH CUT LOW END OF JOIST ONLY (EXAMPLE) JACK STUDS CONNECTION OF WALL SHEATHING TO STUDS AROUND WINDOW HEADER (EXAMPLE) JOIST T~CVO- MEMBER FLOOR -- SUPPORT BEAM CONINECTION OF FLOOR FRAMING TO SlUPPORT BEAM, SIMPSON LTS12 STRAP WITH (12) 10d X I 1/2" FASTENER INTO~ FLOOR JOIST AND SUPPORT BEAM CONNECTION OF FLOOR FRAMING ~ TO SUPPORT BEAM. (EXAMPLE) ROOF __ TRUSS ~ DOUBLE TOP PLATE METAL HURRIC CONNECTORWALL SHEATING SHEATING TO WALL STUDS ",C/ALL STUD -- WALL STUD BO~rOM PLATE BAND JOIST ~-- 'TWO- MEMBER FLOOR SUPPORT BEAM ~-CONNECTION OF WALL TO FLOOR FRAMING SIMPSON LSTA18 STRAP WITH (12) 10d FASTENER, CONNECTION OF BAND JOIST TQ SUPPORT SIMPSON LTP4 STRAP (12) 8d X I 1/2'~ CONNECTION OF TOP WALL PLATE TO WALL STUD. CONNECTION OF WALL TO FLOOR FRAMING. ~A1-1] (EXAMPLE) III nr SCALE: 1/4"=1'0" DWG NAME: BUILDING SECTION DWG, NO,: A.3 SIDING TO MATCH EXISTING PROV. LIFETIME "GAF" ASPHALT FRONT ELEVATION I)1 SIDING TO MATCH I ~,,~ " RIGHT SIDE ELEVATION LEFT SIDE ELEVATION / ROOF SHINGLES, ~P, ALL AR~S) OVER 1~ LB, FE~T. PROV, ~BTHER ~--~ ~~ UP~O"~R~FBGE, : ~/4"= ~ ~0" ~ ' ~ ~~ -- DWG. NAME: ~ .' ..... '. : .'... : . . ,..: ~~ EXTERIOR '.." ' h '"'. "' , ~ ." '" , '... "'.." ."::'. ':'". "'".'' ";' ",;" "',,. ." ELEVATIONS REAR ELEVATION ..~,~ ~w,.~ ~,,~,.u.,,,, o,,,.v,o~, .w~..o.: GENERAL NOTES: I FAMILy DETACHED DWELLING ZONE 11S HEATING DAYS = 5750 COINCIDENT WET-BULB TEMP = 73 SUMMER DESIGN DRy- BULB TEMP = 83 WINTER DESIGN DRY-BULB TEMP = 6 GLAZING U FACTOR = 0,45 CEILING R VALUE = R-38 EXTERIOR WALL R VALUE = R-13 FLOOR R VALUE = R-19 TOTAL EXTERIOR WALL SQ PT, = 2011 SQ,FT, TOTAL WINDOW SQ.FT, ~ 290 SC.PT, TOTAL DOOR GLASS AREA = 76 SQ,FT, FENESTRATION AREA = 366 / 2011 X 100 = 18 WWR TOTAL SQ,FT AREA = 1,882 SQ,FT, MINIMUM EQUIPMENT PERFORMANCE EQUIPMENT CATEGORY EQUIPMENT CATEGORY MINIMUM PERFORMANCE OIL-FIRED STEAM AND HOT WATER BOILERS DOE 10 CFR PART 430 < 300,000 BTU/H, SUBPART B, APPENDIX N. AFUE 80%b,d' HEATING & COOLING CRITERIA ZONE 11B DETACHED ONE FAMILY WALLS, MODE: HEATING OR COOLING 0,14 ROOF CEILING 0,031 UNHEATED SLAB ON GRADE 4.5 BASEMENT WALL a,b, 0.1 CRAWL SPACE WALL I0 06 PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA MAXIMUM MAXIMUM HEATING DEGREEE DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE U-FACTOR R-VALUE B-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE ZONE 11B 5750 0.45 R-38 R~21 R-21 R-10 R-9,2 FT R-19 CLIMATE-SPECIFIC REQUIRED & PROPOSED PROPOSED MINIMUM NOTES: DESCRIPTION R-VALUE R-VALUE WALL TYpe I 2"X6" W,D STUD R - 21 R - 21 2" X 6" WOOD STUD WALL WITH CDX PLY WD. WALL TYpe 2 2'X4" W.D STUD R - 13 R - 1B 2" X 4" WOOD STUD WALL WITH 1/2" GYP. ED, ASPHALT ROOF TYPE SHINGLE R - 38 R 38 GAF TIMEJERLINE LIFETIME ROOF SHINGLE, FLOOR TYPE 2" X 12" R - 21 R - 21 2" X 12" F.J, @ 16" O.C, CEILING TYPE 2" X 10" N/R N/R 2"X 10" C; J ~ 16" O,C CLIMATE AND GEORGRAPHIC DESIGN CRITERIA TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK) GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ~¢ SNOW DESIGN WINTER ICE SHIELD LOAD SPEED (MPH) CATEGORY WEATHERING FROST LINE DESIGN UNDERLAYMENT FLOOD DEPTH TERMITE DECAY TEMP. REQUIRED HAZ~,R D LOAD BEARING VALUE OF EXPOSURE CATEGORY B SOIL 3,000 PSF~ MODERATE TO SLIGHTLY TO MAP # 361030166 G 45 PSF 120 MPH B "SEVERE" 12" FOOTINGS HEAVY MODERATE ZONE 11B = 11" YES EFFECTIVE DATE: USE-16" MAY 4TH 1998 FLOORS, WALLS, AND CEILINGS OVER OUTSIDE AIR, DESCRIPTION INSULLATION R-VALUE U - FACTOR X AREA = UA ROQF R-38 0,31 1232 GQ, FT. 382 INTERIOR FLOOR R-21 0,31 603 SC,FT. 249 EXTERIOR WALLS R-21 0.31 786 SC, FI' 229 TOTAL AREA 2659 SC.FL WALL WALLS, WINDOWS, AND DOORS DESCRIPTION INSULLATION R-VALUE U - FACTOR X AREA = UA R-21 UO=0,31 736 SC,ET. R= .3 / SC,FT. 0.35 96,6 SQ.FT, TOTAL AREA 833 SC.FT. WINDOW 229 33.8 DESIGN CRITERIA REF. TABLE R301.2(2) AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION Z,;NE ROO;;, 0°-40o 120 M/HR GENERAL FLOOR PLAN NOTES 1, DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS}, 2, ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH METAL CORNER REINFORCING, TAPE, FLOAT, AND SAND (3 COSTS), 3. WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8', FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 8'~0" R~URN ON ADJACENT WALLS AND CEILING, MANUFACTURED LUMBER REQUIRES 2 LAYERS OF 5/8", FIRE RATED GYPSUM BOARD 4, ALL BATH AND TOILE~ AREA WALLS ANT CEILING ADJACENT TO WE~ AREAS TO HAVE WATER RESISTANT GYPSUM BOARD, OF WALL TILE SET ON WONDERBOARD OR EQUAL. GENERAL FRAMING NOTES 1, ALL WALLS, 2"X4" AND 2nx6", TO BE STUD GRADE OF BE~FER 16" O/C ALL OTHER FRAMING MATERIAL TO BE #2 DOUGLAS FIR OR BETTER, 2, ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED, 3, PROVIDE DOUBLE FLOOR `JOISTS UNDER ALL WALLS PARALLEL TO FLOOR JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED, 4, PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8'-0" O/C FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS, 5, FLOOR CONSTRUCTION: 3/4" TONGUE AND GROOVE PLYWOOD SUBFLOOR FINISHED MATERIAL TO BE APPLIED OVER BUBFLOOR. GLUE AND SCREW PLYWOOD DECKING TO FLOOR ,JOISTS, 6, ALL WINDOW AND DOOR HEADERS TQ BE MINIMUM (2) 2"X18" UNLESS OTHERWISE SPECIFIED, ALL INTERIOR HEADERS TO BE (2) 2"X10" UNLESS OTHERWISE SPECIFIED. 7, PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. 8, ALL BEAMS TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED, 9. ALL FLUSH BEAM AND `JOIST INTERSECTIONS TO HAVE GALVANIZED HANGERS. 10, TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXTERIOR GRADE PLYWOOD OR 7/16" OSB PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. 11, PROVIDE INSULATION BAFFLES AT LAVE VENTS SETVVEEN RAFTER. GENERAL ELEVATION NOTES 1 , EXTERIOR FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES, 2, GENERAL CONTRACTOR TO PROVIDE ADEQUATE A~-IC VENTILATION AND ROOF VENTS. 3, PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. GENERAL PLUMBING NOTES 1 , PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODE AND SAFETY REQUIREMENTS 2, IF WALL PLATES OR `JOIST ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR EQUIPMENT PROVIDE BRACING TO THE FRAMING BACK TOGETHER GENERAL HVAC SYSTEM NOTES 1, MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALLAPPLICABLE CODES AND SAFE"PC REQUIREMENTS 2, HVAO SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE EQUIPMENT SUPPLIER, 3, HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO GENERAL CONTRACTOR~ OWNER, AND EQUIPMENT SUPPLIER FOR FINAL REVIEW AND APPROVAL, EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R310 1, MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERy SLEEPING ROOM, 2. OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES ABOVE FLOOR, 3, N~q' CLEAR OPENING SIZE TO BE A MINUMUM OF 8 7 SQUARE FEET, 4, MINIMUM OF 8.0 SQAURE FEET REQUIRED FOR GRADE FLOOR OPENINGS, 5, MINIMUM NET CLEAR OPENING SILL HEIGHT LOCATED BELOW ADJACENT GROUND ELEVATIONS, WINDOW WELL REQUIRED ALLOW FOR DOOR OR WINDOW TO BE FULLY OPENED. 6, MINIMUM OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MINIMUM WIDTH OF 36 INCHES (ENCROACHMENT OF 6 INCHES PERMI~I-ED FOR LADDER OR STEPS), 7. PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH ,EXCEEDS 44 iNCHES 8, BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED IF IN COMPLIANCEWlTH MINIMUM NET CLEAR OPENING REQUIRE,MENTS 9, BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES RELEASABLE OR REMOVABLE FROM INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE. NAI LING SCHEDULE PRESCRIPTIVE DESIGN TABLE 3,1 (AMERICAN FOREST & PAPER ASSOCIATION CONNECTION FASTENING SPACING NO COMMON RAFTER TO TOP PLATE C-CE-NAILED))@16'I C.C. 3 8d PER RAFTER 2 CEILING JOIST TO TOP PLATE (TOE-~,~AILED) 3 8d PeR JOIST 3 CEILING `JOIST TO PARALLEL RAFTER (FACE-NAILED) (SEE TABLE 3,7) EACH LAP 4 DEILING JOIST LAPS OVER PARTITIOINS =ACE-NAILED} ,,(SEE TABLE 3,7) F~CH LAp 5 DOLLAR TIE TO RAFTER (FACE-NAILED) (SEE TABLE 3,4) PER LIE 6 3LOCKING TO RAFTER ¢-OE-NAILEBI) 2-8D EACH END 7 RIM BOARD TO RAFTER (END-HAlLE[DJ 2-16D EACH END 8 TOP PLATE TO TOP PLATE (FAOE-NA,ILED) 2-16D PER FOOT 9 TOP PLATE AT INTERSECTIONS (FAC;E-NAILED) 4-16D JOINTS-EACH SIDE 10 STUD TO STUD (FACE-NAILED) 2-16D 24" C.C. 11 HEADER TO HEADER (FACE-NAILED) 16D 16" O C. ALONG EDGES 12 TOP OR BO%FOB PLATE TO STUD (END-NAILED) 2-16D PER 2 X 4 STUD 13 BOil'OM PLATE TO FLOOR JOIST, BAND JOIST, END JOIST OR BLOCKING (FACE-NAILED) 2-16D PER FOOT 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-16D PER `JOIST 19 BRIDGING TO JOIST (TOE-NAILED) 2-9D ~AOH END 16 3RIDGING TO JOIST (TOE-NAILED) 2-9D EACH END 17 3LOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK 18 LEDGER STRIP TQ BEAM (FACE-NAILED) 9-16D ~ACH JOIST 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST 20 BAND JOISTS TO JOIST (END-NAILED} 3-16D PER JOIST 21 BANE) ,JOIST TO SILL OR TOP PLATE ¢'FOE-NAILED) 2-16D PER FOOT 22 STRUCTURAL PANELS 8D (SEE TABLE 3,8) 23 DIAGONAL BOARD SHEATHING 1" X 8" OR 1" X 8" 2-8D PER SUPPORT 1" X 10" QR WIDER 3-8D PER SUPPORT 24 ,,~YPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD 25 STRUCTURAL PANELS 8D SEE TABLE 3.8) 26 FIBERBOARD PANELS 7/16" 6D 3" EDGE/6" FIELD 25/32" 8D 3" EDGE/6" FIELD 27 GYPSUM WALLBOARD SD COOLERS 7" EDGE/10" FIELD 28 HARDBOARD 8D (SEE TABLE 3,9) 29 PARTIOLEBOARD PANELS 8D (SEE TABLE 3,9) 30 DIAGONAL BOARD SHEATHING 1" X 6" OR 1" X 8" 2-8D PER SUPPORT 1" X 10" OR WIDER 3-8D PER SUPPORT 31 STRUCTURAL PANELS 1" OR LESS 8D 8" EDGE/ 12" FIELD GREATER THAN 1" 10D 6" EDGE/6" FIELD 32 DIAGONAL BOARD SHEATHING 1" X 6" OR 1" X 8" 2-8D PER SUPPORT 1" x 10" QR WIDER 3-8D PER SUPPORT NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANELEDGE. IF WALL SHEATHING IS NAILED 3" ON-CENTER AT EHT PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITI,ES, NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE DOUBLED, OR ALTERNATE CONNECTOR~, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL SE PERMI~I'ED TO BE REDUCED TO 1-16D NAIL PER FOOT DESIGN CRITERIA REF. TABLE 1609.6.2.1 (1) MAIN WlNDFORQE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba WIND LOAD IROOF HORIZONTAL LOADS VERTICAL LOADS VELOCITY DIRECTION ANGLE END ZONE INTERIOR ZON END ZONE INTERIOR ZONE WINDWARD OVERHANG WALL ROOF WALL ROOF WINDWARE LEEWARD ¢VlNDWARE LEEWARE END INTERIOR ROOF ROOF ROOF ROOF ZONE LONE R-3 SINGLE FAMILY RESIDENCE OCCUPANCY & HT. CLASSIFICATIONS MIN. REQUIRED PROPOSED 1 ST FLOOR DE N N/R 323 SC, FT N/R 7'6" 8' O" 10'-0" HALLWAY N/R 14 SQ.FT, N/R 7,6,, N/R 8'-0,r M, BEDROOM 70 SQ,FT, 204 SQ,FT N/R 7'6" N/R 8'~0" M, BATHROOM 30 SC,FT. 47 SQFT, N/R 7'8I' N/R 8'-0" M. CLOSET 70 SC.PT, 98 SQ.FT N/R 7'6" 8'=01' 10'-0" INTERIOR ENVIRONMENT SECTION 1202.4.1 & 1204.1 SCALE; 1/4"=1'0" DWG, NAME: ENERGY CALCU L~TIONS DWG, NO. A.5 FASTEST MILE WINDSPEED (MPH) RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR UPLIFT STRAP CONNECTION REQUIREMENTS r~ PRESCRIPTIVE DESIGN TABLE 3.2 (AMERICAN FOREST 8, PAPER ASSOCIATION CO N N ECTIO N REQ U IR E M E NTS (ROG F-TO-WALL, WALL-TO-WALL, AN D rtl 90 100 110 120 PRESCRIPTIVE DESIGN TABLE 3.3A ALTERNATIVE TO TABLE 33 (AMERICAN FOREST & PAPER ASSOCIATION) WA L L-TO-- FO U N DATIO N ) OF (FT.) FASTEST-MILE WIND SPEED I I I O STORIES' REQUIRED CAPACITY OF CONNECTION (LBS)~ (MPH) ERAMING SPACING ROOF SPAN NUMBER OF SD COMMON NAILS FOUNDATION 2 28 119 386 314 426 CEILING JOIST WALL HEIGHT MAXIMUM ANCHOR BOLT (CRAWL SPACE OR SPACING (IN,) (FT,) SPACING (IN.) 16 2 3 3 4 BASEMENT) 32 149 A. 447 .A, 368 .A. 493 20 3 4 3 4 Z CODES, 36 179 % 509 % 422 % 561 ~ 16 24 3 4 4 5' ' WALL BOq~-OM 16 8 3~ 3 3 28 3 4 4 5 PLATE TO 28 89 170 260 ~. 358 10 3 3 4 32 FOUNDATION 2 32 119 211 314 426 56 4 4 5 7 (SLAB-ON-GRADE) 36 149 265 ss5 N~.~ 493 11 OD BOX NAILS SHALL BE PERMI~FED TO BE SUBSTITUTED FOR 8D COMMON NAILS. u4 - CONNECTOR UPLIFT LOAD ' WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL L4 179 2B4 422 561 OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED, CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) ~ TO AVOID SPLI~q'ING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN FASTENED U = CONNECTOR UPLIFT LOAD. TO A 2 X 6 TOP PLATE, s CONNECTOR SHEAR LOAD+ (PERALLEL TO THE WALL) L = CONNECTOR LATERAL LOAD, (PERPENDICULAR TO THE WALL) ' TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF (2/3 X 15 TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMINGi NOT OF NAILS SHALL BE PERMI~FEB TO BE REDUCED BY I NAIL AT EACH OF THE STRAp FOR EACH LOCATED WITHIN S FEET OF BUILDING CORNERS. FULL WALL ABOVE FASTEST MILE WlNDSPEED (MPH) SPACING (IN.) (FT')16 ~ REQUIRED CAPACI~r' OF CONNECTION (LBS)~¢'' 3' 12 '%~98191280264 ~ 2S0341 ~ 28042731392802. 328 421 526 / ~'~ ', 5'-11" . / % Z0 20 282 386 500 626 "~ F'-' = 8'_1 1" _- 3,_8. · -- U" = CONNECTOR UPLIFT LOAD --- 5'-4" . I I i I I S = CONNECTOR SHEAR LOAD, (PERALLEL TO THE WALL) ~t (~ ~ / ~ TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF). = 3'-7" CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE REDUCED By 66 PLF (2/3 X 100 PLF) FOR EACH FULL WALL ABOVE,15 OR LESS, THE TABULATED VALUIES SHALL BE ' yLLJ PERMI I I ~:O TO BE MULTIPLIED BY 0.80, /,~ / ~--' SILL OR BO-I-I-OM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3,2 (AMERICAN FOREST & PAPER ASSOCIATION) FASTEST-MILEWlNDSPEED FASTEST-MILEWINDSPEED TOILET BATII AND SHOWER SPACF (MPH) (MPH) ~ ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN.) SPACING (IN.) (CRAWL SPACE OR BASEMENT) 2 STORIES ALL~ 23 36 WALLRLATETOPOUNDATION* . STOBIEB ' Iq,,..! (SLAB-ON-GRADE) 6a 36 57I I I l U CONNECTOR UPLIFT LOAD.~ I L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) ~I I s = CONNECTOR BHEAR LOAD, (PERALLELTOTHE ALL) l'" , ~ ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF).I -- ~ ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O,C. ("731 PLF} BUILT ! I ~/~' ? 0 0 0 u SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS / _'z'~ D RESISTING UPLIFT /- -U~- ..... '--~I L C,O.I 4 ...... LU ~ ~; (MPH) (MPH) 1/8" SLOPE PER 1' ¢' U ,~, ssi ool'ot o sol ool-ol so TO EXISTING I ANCHOR BOLT FOUNDATION SUPPORTING, MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT SCANITARY SYSTEM SCALE, CONNECTION SPACING(IN.) SPACING(IN.) ~--~i b,._ 1/4"= 1 '0" PLUMBING RISER DIAGRAM WALL PLATE TO FOUNDATION 1-3 STORIEsDIAGRAM (SLAB-ON-GRADE) 40 33 28 25 51 42 38 32 ' N, T. S · THESE DRAWINGS AS INSTRUMENTS OF SERVICe:, DWG. NO.: NO REVISIONS, CHANGES, AND/OR MODIFICATIONSiN PART A 6 SILL OR BO-FrOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE 8.2A ALTERNATIVE TO TABLE 3,2 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS 5/S" ANCHOR BOLTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (MPH) (MPH) ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACINS (IN.) SPACING (IN.) SILL PLATE TO FOUNDATION* CRAWL SPACE OR BASEMENT) 2 STORIES ALL~ 23 36 SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING UPLIFT PRESCRIPTIVE DESIGN TABLE 3.2B ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (MPH) (MPH) ANCHOR BOLT FOUNDATION SUPPORTING, MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SPACING (IN.) SPACING (IN,)