Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
33635-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34255 Date: 04/05/10 THIS c~KTIFIES that the building ADDITION & ALTERATION Location of Property: 2260 DUCK POND RD (HOUSE NO.) (STREET) County Tax Map No. 473889 Section 83 Block 4 Subdivision Filed Map NO. __ Imt NO. __ CUTCHOGUE Lot 2 (HAMLET) conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 28, 2007 pursuant to which Building Permit No. 33635-Z dated JANUARY 17, 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 ADDITION AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to UMBERTO & ROBIN FASOLINO (OWNER) of the aforesaid building. S UFP~)I~KCOI31~l"fDEPAR~OFIIF~%LTHAPPR0%r~-L R10-07-0094 ~.Rt-£KIC2%L C~KTIFICATH NO. 4005539 CERTIFICATION DA'i'~U 06/06/08 RICHARD FREY 03/25/10 08/06/09 Rev. 1/81 ~No. 6 TOWN. O-F SOUTHOLD BUILI~ING DEPARTMENT TOWN HAL1. 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 therefbr in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Location of Property)~_ ,,2 2 GeD Old or Pre-existing Building: (check one) House No. Street Owner or Owners o f Property:)~. d ~q tSt2~ {c~ Suffolk County Tax Map No 1000, Section Subdivision Permit Nq:[? ~'3.=5~, 362- Health Dept. Approval: Date of Permit. Block q Lot Filed Map. Lot: Applicant: Underwriters Approval: Hamlet Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one) Applicaut Signature BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREP-i ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by HUBBARD ELECTRIC ROBIN & UMBERTO FASOLINO 178 HUBBARD AVE 2260 DUCK POND RD RIVERHEAD, NY 11901, CUTCHOGUE, NY 11935 Located at 2260 DUCK POND RD CUTCHOGUE, NY 11935 Application Number: 4005539 Certifi(~ate Number: 4005539 Section: Block: Lot: Building · ns11 Permit: BDC: Described as a occupancy, wherein the premises system consisting Residential electrical of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Attic, 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 the6th Day of August, 2009. Name Rate Circuits Type 9._Y Rating Appliances and Accessories Dish Washer 1 0 1.2 KW Exhaust Fan 3 0 F.H.P Oven 2 0 6.8 KW Wiring And Devices Fixture 27 0 Incandescent Outlet 27 0 Fixture Outlet 47 0 Gen, Purpose Paddle Fan 4 0 Receptacle 6 0 GFCI Receptacle 30 0 Gen, Purpose Switch 29 0 Gen, Purpose seal 1 of l This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Town Hall, 53095 Main Road P.O. Box 1179 Soufllold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. '_~ Ow=r: (Please pi'in0' - - (Please print) lead. I ce~ntify that the solder used in the water supply system contains less than 2/10 of 1% Sworn to before me this day of ~,.,.,.~... 20 0% Notary Public, ~K~..~xx,. __C0unty AU CIA WALKER Nota4y Public, State of New YoflL No. 01WA6153064 Qualified in S4Jffolk Coufl~/ ~:~mission Expires Sept. 25,~.._~x~ 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 TEE WORK AUTHORIZED) PERMIT NO. 33635 Z Date JANUARY 17, 2008 Permission is hereby granted to: for : UMBERTO FASOLINO 2260 DUCK POND RODiD CUTCHOGUE,NY 11935 ADDITIONS & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 083 pursuant to application dated DECEMBER Building Inspector to expire on JULY 2260 DUCK POND RD CUTCHOGUE Block 0004 Lot No. 002 28, 2007 and approved by the 17, 2009. Fee $ 560.80 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION OUNDATION 1ST [ ] ROUGH PLBG. OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] fiRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: /~'~ ~ ~'~ DATE _~ . //'/---it ~- __ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ~/]'FOUNDATION 2ND [ [ ]FRAMING / STRAPPING [ [ ]FIREPLACE & CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [~ R~OUGH PLBG. [ ]F~DATION2ND [ ]INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~,~?~ ~ ~- DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUNDATION 1ST [,~]' ROUGH PLBG. ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY REMARKS: ~~/' [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE L ff ? TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. ~)~' INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE iNSPECTOR.-/'~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]~q,SU~TION [ ] FRAMING / STRAPPING [~/] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA,-,- ~,f INSPECTION [ ] F~ RE~_.C0flST,UCTI0fl [ ] F~Rm mlmsmst,~l't mlLm~'rm~ REMARKS: ~ ~:'~/~~ ~'0 ~ ~- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ] FRAMING / STRAPPING [~FINAL ~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE /~ ~.~, ~s~'sc~o~ m, oR~r'1 D,t~S I CO~S FO~ATION (1ST) ~ ...................................... ~-1~- ~ /~ ~ ~ ~. ~ o~ ~ /~/~/~ ~ ~S~ATION PER N.Y. ~ ~ STATE ENERGY CODE D ~DITION~ CO~ENTS ' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 1'1971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. Approved '/I 7' 20~ Mail to: Disapproved a/c Phone: Expiration 7 / [ 7,20 07 Building Inspector BUILD1NG 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: ~'~ T ~ A ATION FOR BUILDING PERMIT \!'~, Date ,20 ~ "~ INSTRUCTIONS a. This application MUST bc 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. Thc work covered by this application may not bc 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 thc premises available for inspection throughout thc work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until thc Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after thc 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 thc interim, the Building Inspector may authorize, in writing, thc extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to thc Building Zone Ordinance of thc Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for thc construction of buildings, additions, or alterations or for removal or demolition as herein described. Thc 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 /4/~/~e~.n'Z~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section Subdivision (Name) Hamlet Block O~[ Filed Map N% Lot (.>'2_. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~. ~'ro~-~ ~,~ri~.a- ~-A,~,-~' t4 .~i"r~c~-'h b. Intended use and occupancy Z- :m'x>,~! .,, o 3. Nature of work (check which applicable): New Building_ Repair Removal Demolition ,)~ 4. Estimated Cost qf~ 7,5~, O'C)C) . *" Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition ~(- Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height ~-- ~' '- 7" Number of Stories Rear ~q'Y" Depth Dimensions of same structure with alterations or additions: Front 7~' 2~" Rear 7 g'~3" Depth ~Z'/:," Height. 2 -¢' - "/" Number of Stories Z- 8. Dimensions of entire new construction: Front Rear Height Number of Stories 9. Size oflot: Front /(.o(..).~31 Rear il~C>.~' Depth 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 ~ re-graded? YES'J,)~ NO Will excess fill be removed from premises? YES NO/X] 1 3. Will lot be 14. Names of OWner of premises ¢4o.,. ~,~oi~o Address ¢M-~.oD~.~ Phone No. lv'~l- 75¥- 7~¥~_ Name of Architect ~z.~,o},. ~ Address4Pot~, *1~ rt,vrnr~4PhoneNo ¢~ Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater 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. 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.~ ~,,. ) ~'/~ld. J~ ~,~/..-_s~7~O being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the &r2,g to 1~ (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 tree 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. Swor~o~efore me tl~,s_ _ ~ (ZKO dayof~~ 20 0'4- BARBARA H. TANDY Notary Public, State Of New York No. 01TA6086001 Qualified In Suffolk Count~ Commission Expires 01/13/20 / J- Signature of Applicant TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET c~ (~; f~ VILLAGE DIST. SUB. L°T Umber,-~. O~ER OWNER N E ., ACR. J ll~SO(I'QO ~AO, S W ~PE OF BUILDING f RES. ~ (~ S~S. VL ~ FARM CO~. CB. MICS. Mkt. Value ~ND IMP. ~OTAL DATE ~ R~RKS / Tilloble FRONTAGE ON WATER W~lond FRONTAGE ON ROAD ~ ~ Meadowl~d ~,&; ()'~) DEPTH ~ House Plot ~ ~ ~ ~) BULKH~D Total -~ ~ I J ~ 0 0 /~ %¢. (. ,2 83.-4-2 8/07 83-4-2 4A)l Foundatio~ Basement Ext. Walls F ire Place Pool Floors Interior Fin ish Heat Attic Patio Rooms 1st Floor Driveway Rooms 2nd Floor Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. #: District Section Clock Lot THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER; GRADING; DRAINAGE AND EROSION CONTROL pLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK, Item Number: (NOTE: A Check Mark ( 4~) for each Question is Required for a Complete Application) Yes No 1 2 3 4 5 6 7 8 9 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all mn-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall inctude all Proposed Grade Changes and Slopes Controlling Surface WaterFIow! Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Pamel? Will this Apptication Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Natural Water Course Running through the Site? is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there he Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Veflical Rise 1o One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct SIorm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? NOTE: ffAny Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building PerrniI! EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agdcul{ural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requlredl -- -- ~ STATE OF NEW YORK, COUNTY OF .._,~4.~.~t,.~;,, ............. SS That I, ....~....~..~...~...........~...!~.4a~,.~.. ................................. being duly sworn, de'poses and says that he/she is the applicant for Pemfit, (Name of individual signing Document) And that he/she is thc ............ ..,~.....~....'~....~ ............................................................................................................................. (Owner, Contractor, Agent, Corporate Officer, etc) Owner and/or representative of the Owner of Owner's, 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 tfis knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to befo~q:~me this; .......... .~.....~..W...~ ................. day of .~.~.~...., ,0...0...~ . Notary Public: ........... .~. ~..~~ .... Notary Public, State Of New York No. uYfA°0660~i FORM - 06~07 Qualified In Suffolk County Commission Expires 01/13/20 (Signature of Applicant) REScheck Software Version 4.1.3 Compliance Certificate Project Title: Fasolino Residence Repoff Date: 01/22/08 Data filename: C:\Program Files\Check\REScheck\FASOLINO RES CHECK.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Constrdction Type: Detached I or 2 Family Heating Type: Non-Electric G~azing Area Percentage: 27% Heating Degree Days: 5750 Construction Site: 2260 Duck Pond Road Cutchogue, NY 11935 Owner/Agent: Robin & Umberto Fasolino 2260 Duck Pond Road Cutchogue, NY 11935 Designer/Contractor; Frank Notaro Amhitecnologies 13405 Main Road Mattituck, NY 11952 (631) 298-1129 Compliance: 4.7% Better Than Code Maximum UA: 171 Your UA: 183 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 Window 9: Vinyl Frame:Double Pane with Low-E Window 10: Vinyl Frame:Double Pane with Low-E Window 11: Vinyl Frame:Double Pane with Low-E Window 12: Vinyl Frame:Double Pane with Low-E Window 13: Vinyl Frame:Triple Pane Window 14: Vin Window 15: Yin Window 16: Vin Window 17: Yin Window 18: Vin Window 19: Vin Window 20: Vin Window 21: Vin Window 22: Vin Window 23: Vin Door 1: Glass Door 2: Solid I Frame:Double Pane with Low-E I Frame:Double Pane with Low-E ,I Frame:Double Pane with Low-E ri Frame:Double Pane with Low-E ,I Frame:Double Pane with Low-E ,I Frame:Doubta Pane with Low-E ,I Frame:Double Pane with Low-E ,I Frame:Double Pane with Low-E ~1 Frame:Double Pane with Low-E d Frame:Double Pane with Low-E Floor 1: Ali-Wood JoisFTrass:Over Outside Air Crawl 1: Solid Concrete or Masonry 968 19.0 38.0 16 968 110 21.0 29 18 0.330 6 18 0.330 6 18 0.330 6 5 0~330 2 5 0.330 2 5 0.330 2 15 0.330 5 15 0.330 5 15 0.330 5 8 0.330 3 15 O.33O 5 15 0.330 5 7 0.330 2 3 0.330 1 8 0.330 3 6 0.330 2 6 0.330 2 10 0.330 3 10 0.330 3 10 0.330 3 13 O.33O 4 13 0.330 4 8 0.330 3 20 0310 6 25 0.310 8 236 21.0 0.0 10 236 0.0 17.0 12 Project Title: Fasolino Residence Report date: 01/22/08 Data fi[ename: C:\Program Files\Check\REScheck\FASOLINO RES CHECK.rck Page 1 of 7 Wall height: 3,5' Depth below grade: 2.1' Insulation depth: 3.5' Inside below~Jrade depth: 0.0' Boiler 1: Other (Except Gas-Fired Steam)80 AFUE Air Conditioner 1: Electhc Central Air13 SEER The proposed building represented in this document is consistent with the built with this permit application. The proposed systems have been designed I Code requirements. When a Registered Design Professional h knowledge, belief, and professional judgment, such plans or s and other calculations submitted Energy Conservation Construction ~' are attesUng that to the best of his/her ~ Code, Date Project Title: Fasolino Residence Report date: 01122108 Data filename: C:\Program Files\Check\RESchecti\FASOLINO RES CHECK.rck Page 2 of 7 __ REScheck Software Version 4.1.3 Inspection Checklist Date: 01/22/08 Ceilings: [] Ceiling 1: Flat Ceiling or Scissor Truss, R-I 9.0 cavity + R-38.0 continuous insulation Comments: Above-Grade Walls: [] Wall 1: Wood Frame, 16" c.c., R-11.0 caviiy + R-21.0 continuous insulation Comments: Windows: Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 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: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 3: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes Comments: No [] Window 4: Vinyl Frame:Doubts Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 5: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 6: Vinyl Frame:Doubts Pane with Low-E, U-factor: 0330 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: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No Window 8: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No Window 9: Vinyl Frame:Double Pane with Low-E, U-factor: 0,330 For windows without labeled U-factors, describe features: Project Title: Fasolino Residence Report date: 01/22/08 Data filename: C:\Pregram Files\Check\REScheck\FASOLINO RES CHECK.rck Page 3 of 7 #Panes Frame Type Thermal Break? Yes No Comments: [] Window 10: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Comments: Yes__No [] Window 11: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 12: Vinyl Frame:Double Pane with Low-E, U-factor: 0330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: _ Yes No [] Window 13: Vinyl Frame:Triple Pane, U-factor: 0,330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 14: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No Window 15: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 16: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Comments: Yes __ No [] Window 17: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 18: Vinyl Frame:Double Pane with Low-E, U-factor: 0,330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thern3al Break? __ Comments: Yes No [] Window 19: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes __ No [] Window 20: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 21: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes NO Project Title: Fasolino Residence Report date: 01/22/08 Dat~ fllename: C:\Program Files\Check\REScheck\FASOLINO RES CHECK.rck Page 4 of 7 o [] Window 22: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factars, describe features: #Panes Frame Type Tbemnal Break? Comments: Yes No [] Window 23: Vinyl Frame:Double Pane with LOW-E, U-factor: 0.330 For windows without labeled U-ractars, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes No Doors: [] Door 1: Glass, U-factor: 0.310 Comments: [] Door 2: Solid, U-factor: 0.310 Comments: Floors: [] Floor 1: All-Wood JoistJTruss:Over Outside Air, R-21.0 cavity insulation Comments: Crawl Space Walls: Crawl 1: Solid Concrete or Masonry, 3,5' ht / 2.1' bg / 3.5' ext. insul / 0.0' inside bg depth, R-17~0 continuous insulation Comments: Applies to walls of unventilated crawl spaces. Extedor insulation has a rigid, opaque, weather-resistant protective covedng that covers the exposed (above~jrade) insulation and extends at least 6 in. below grade Heating and Cooling Equipment: [] Boiler 1: Other (Except Gas-Fired Steam): 80 AFUE or higher Make and Model Number: [] Air Conditioner 1: Electdc Central Air: 13 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 are sealed. Recessed lights are 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible matadals. If non-lC rated, fixtures are installed with a 3" clearance from insulation. Vapor Retarder: Installed on the warm-in-winter side of all non-ventad framed ceilings, walls, and floors. Materials identification: [] 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 coolthg equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are cleedy marked on the building plans or specifications, [] Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: [] Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. [] Return ducts in unconditioned attics or outside the building are insulated to at least R~4. [] Supply ducts in unconditioned spaces are insulated to at least R-8. [] Return ducts in unconditioned spaces (except basements) are insulated to R-2. insulation is not required on return ducts in basements, Duct Construction: All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embeddedrfabric, or tapes, Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Project Title: Fasolino Residence Report date: 01/22/08 Data filename: C:\Program Files\Check\REScheck\FASOLINO RES CHECK.rck Page 5 of 7 Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g (500 Pa). ~1 The HVAC system provides a means for balancing air and water systems. Temperature Controls: [] Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ~1 Separate electric meters exist for each dwelling unit. Fireplaces: [] Fireplaces are installed with tight fitting non-combustible fireplace doors. [] Fireplaces have 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 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. [] Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ~1 Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Fasolino Residence Report date: 01/22/08 Data fllename: C:\Program Files\Check\REScheck\FASOLINO RES CHECK.rck Page 6 of 7 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heat6d Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" Temperature (°F) 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 10 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping System Types Range(OF) 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) Project Title: Fasolino Residence Report date: 01/22/08 Data filename: C:\Program Files\Check\REScheck\FASOLINO RES CHECK.rck Page 7 of 7 Umberto C. Fasolino 2260 Duck Pond Road Cutchogue, NY 11935 Town of Southold Building Department Southold, New York To Whom It May Concern: I wish to extend our existing Building Permit ~-- ~-~" for a period of 6- months. If you have any questions or concerns, please feel free to contact either myself or my wife Robin at 631-734-7142 Yours truly, Umberto C. Fasolino o LOT I ,~_ DWELLING -/ $~'~ ' :? S $9'00'00' E DRAINAGE PARK AREA TEST HOLE 1/05/07 ' B Y McDONALD ~EOJC/ENC. E H.S. REF. NO. 90-S0-125 O~IELL 160.53' SEMEN T we// /n rear' LOT 3 , ~ Apo ~ el ~ 39'00'00' ~ /60.~3' --~ DUCK POND HO~D ~/ ~,~ VACANT NEW SEPTIC SYSTEM 7 BEDROOMS I- 1750 GAL.PRECAST ROUND SEPTIC'TANK--- 2- LEACHING POOLS 8 FT. ~ x I0' DEEP EXISTING SEPTIC SYSTEM TO 8E REMOVED IN ACCORDANCE WITH SUFFOLK COUNTY HEAL TH DEPT. REOUIREMENTS NO TE' SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN BY' JOSEPH FISCHETTI, P.E. HOBART ROAD SOUTHOLD, N.Y. 11971 (651) 765 - 2954 AREA = 40,133 sq. ft. The locations of wells and cesspools shown hereon ore from field observations and or fram data obtained from others. ANY AL TERA TION OR ADDITION TO THIS ~IRVEY I$ A VIOLA TION OF SECTION 7Z09 OF THE HEW YORK STATE EDUCATION LA~/. EXCEPT AS PER SECTION ?~09 - SUBDIVISION ~.. ALL CERTIFICATIONS HEREON ARE VALID FOR TI'IlS MAP AND COPIES THEREOF ONLY F ~41D MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR II'HOSE $1GNA TURE APPEARS HEREON. I am lam/liar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set lorth therein and on the permit to conslrucf. % SUR VE Y OF LOT2 "MAP OF WOODBINE MANOR" FILED DECEMBER 15, 1986 FILE NO. 8239 A T CUTCHOGUE TO WN OF SOUTHOLD SUFFOLK COUNTY, N Y 1000 - 83 - 04 - 02 Sca/e: 1" = 40' OCT. ~, ~990 (B.O~) Jut Y ~ ~91 (FOUNOA nON) JUL Y 8, ~92 (F~L) ~ Y ~ ~7 (A~N) NoV. ~, 2007 (~y ~ell ~ / (631) 765 - P. O. BOX 909 1230 TRAVELER SOUTHOLD, N. Y. 11971 1797 · 87- 468 H.S. REF. NO. 90-S0-125 PARK AREA 0 39'00'00' E DRAINAGE D WEL LING ~ ~' O~tEt. L LOT 2 160.53' EA SEMEN LOT 3 w611 zn rear' ' OWEZLI~/6 · DUCK POND ROAD TEST HO~E 1/05/07 'BY McDONALD GEOSClENCE NEW SEPTIC SYSTEM 7 BEDROOMS I- ~ / ~, CGAL.PRECAST ROUND SEPTIC TANK 2- LEACHING POOLS 8 FT. ~ x I0' DEEP EXISTING SEPTIC SYSTEM TO 8E REMOVED IN ~CCORDANCE WITH SUFFOLK COUNTY HEAL DEPT. REOUIREMENTS LOT2 "MAP OF WOODBINE MANOR" FILED DECEMBER 15, 7986 FILE NO. 8239 NOTE, ~ ,'. A T CUTCHOGUE SUBSURF,~CE sew,~Ge DISPOSAL ~~ TOWN OF SOUTHOLD SYSTEM DESIGN BY' JOSEPH FISCHETTI~ e.e SUFFOLKCOUNTS HOBART ROAD SOUTHOLO, N.Y. nS7~ 1000 - 83 - 04 - Scale: 1"= AREA = 40,133 sq. ft. ~ ~ ~o (a.o.~) shown hereon ore from field observolion, = Y . =, ,A~N) and or from data obtained from others. ANY AL TERA TtON ~ A~T~ TO r~ S~VEY ,S ~ VIOL4 T~ ~ ~C~ 7209 ~ ~ ~W Y~ STATE EDUCATION L,,. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOP ONLY IF' SAID 1~AP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. I am lamiliar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the cohdilion$ sel Iorll~ therein and on f~e perm/f lo con$lrucl. C SOt~VEYORS, P.C. (631) 765 - 5020 FAX f631) 765 - 1797 · P. O. BOX 909 I~$0 TRAVELER STREET SOUTHOLD, N.Y. 11971 87- 468 140' LOT I -- ~ S 39'00'00' E I ,' '~149 PAR/~° AREA SCDHS ReL# R10-07-0094 DRAINAGE 160.5,3' ~r e~ ~o ~ EASEMENT well tn r~.r .DUCK POND TEST HOLE d NEE SEPTIC SYSTEM 7 BEDROOMS I- 1750 GAL.PRECAST ROUND SEPTIC "TANK 2- LEACHIN6 POOLS B FT. # x I0' DEEP EXISTING ~PTIC SYSTEM TO BE REMOVED IN ACCORDANCE IffiTH SUFFOLK COUNTY HEAL TH DEPT. REOUIREMENTS ~YEEA~ TION OR ADOITION TO THIS SURVEY I$ A VIOLA TION ~0~ OF THE Nff~l YOI~ STATE EDUCATION LAI~. 160.53' ~r STK ROAD VAC-.~tNT ~ ' SURVEY OF LOT2 "MAP OF WOODBINE MANOR" NOTE, b%IBSURFACE $E~/AC.E DISPOSAL ~YSTEM DESI6N mY, ~OS~PH r~cn~rrl, P.e. ~ SUFFOLK'COUNTY, HOBART ROAD I 1000 83 O4 O2 SOUT~LO, n.Y. IIB71 ' I'~~ - - - ,es. ~e~- ~9~ I - ~' v~o ~ Scale. 1" = 40< ---- - i . I ~ ~, 1987 AR~ - 40,~ sq. ft. I I ~ ~, ~so (a.o~ shown hereon ~e Irom field observalion~5~a~;,~S I ~' ~ r I r NOV, ~, 2007 ~ry w~ Il On8 or i om ED o oMoined ~ om ofhers. ~T. ~ ( , ~ JAN. 29, SOlO fi/fid) FEB. ~% ~o (revision MAR~ 15~ PER SECTION ?~EO~ - SUBDIVI$10N 2. ALL C~RTFICA TIONS ~ V~AF~ ~~ C~S ~YF ~ ~$ ~ ~ ~ ~AL ~ ~ ~VEY~ STREET 11971 I am lamlllor ~vltb 'the STANDARDS FOR AEPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES end will abide by fha conditions set forlh lherein and on the Merrell 1o conslrucf. FILED DECEMBER 15, 1986 FILE NO. 82~9 A T CUTCHOGUE TOWN OF SOUTHOLD ~ECONIC SURVE (631) 765 - 5020 P. O. BOX 909 1230 TRAVELER SOUTHOLD, N. Y. 87- 468 GENERAL NOTES 1 FAMILY DETACHED DWELLING ZONE 11B HEATING DAYS = 5750 COINCIDENT WET-BULB TSMP, = 78 MINIMUM EQUIPMENT PERFORMANCE 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-COATS). 3. WALLS COMMON TO GAP, AGE AND HOUSE TO HAVE A LAYER OF 5/8% FIRE RATED GYPSUM BOARD AT GARAGE BIDE WITH 5~-0" RETURN ON ADJACENT WALLS & CEILING, MANUFACTURED LUMBER RED, 2 LAYERS OF 5/6" FIRE RATED GYPSUM BOARD 4, ALL BATH/TOILET AREA WALLS AND CLG, ADJ. TO WET AREAS TO HAVE WATER RESISTANT GYP, BD,, OR WALL TILE SET ON COHO, BD, OR APP, ED, GENERAL FRAMING NOTES 1. ALL WALLS, 2"X4" AND 2"X6", TO BE STUD GRADE OF Bb I I ER 18" C.C., ALL OTHER FRAMING MATERIAL TO BE ¢~2 DOUGLAS FIR OR BE'~I'ER. 2, ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED, 3, PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS pARALLEL TO FLR, 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" T, & G, PLYWOOD SUBFLOOR, FINISHED MATERIALTO BE APPLIED OVER SUBFLOOR, GLUE AND SCREW PL'~VOOD TO FLOOR JOISTS, 6. ALL WINDOW AND DR. HDRS. TO BE MIN, (2) 2"X10" UNLESS OTHERWISE SPECIFIED, ALL IHT, RDRS, TO BE (2) 2"X10" UNLESS OTHERWISE SPECIFIED, 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS, 8. ALL BUS, TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED, 9, ALL FLUSH BM. AND JOIST INTERSECTIONS TO HAVE GALVANIZED HGRS, 10, TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EX-'T, GRADE PLYWOOD. PLYV,/OOD TO SPAN OVER ALL PLATES AND HEADERS, 1 1. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTER, GENERAL ELEVATION NOTES 1, EXT. 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~I'IC VENTILATION & ROOF VENTS, 3, PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS· GENERAL PLUMBING NOTES 1, PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. 2, IF WALL PLATES OR JOISTS ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR EQUIPMENT, PROVIDE BRACING TO THE FRAMING PER ALL APPLICABLE CODES, GENERAL HVAC SYSTEM NOTES 1 , MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2, HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE EQUIPMENT SUPPLIER, 3, HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING & SUBMIT IT TO GENERAL CONTRACTOR, OWNER, AND EQUIPMENT SUPPLIER FOR FINAL REVIEW,AND APPROVAL. EMERGENCY ESCAPE/RESCUE OPENINGS SECT. 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, NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5,7 SQUARE FEET, 4, MINIMUM OF 5,0 SQ. FT, REQUIRED FOR GRADE FLOOR OPENINGS, 5. MIN. NET CLEAR OPENING SILL HT. LOCATED BELOW ADJ GROUND ELEV. WINDOW WELL REC. ALLOW FOR DR, OR WINDOW TO BE FULLY OPENED. 5, MIN, OF 3 SQUARE FEET IN HORIZONTAL DIMENSION, MIN, WIDTH OF 38" (ENCROACHMENT OF 6 INCHES PERMITTED 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 REQUIREMENTS· 9, BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES ARE RELEASABLE OR REMOVEABLE FROM INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE, PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS (VVINDOWAREA 30% OF GROSS EXTERIOR WALL AREA) MAXIMUM MAXlMUK, HEATING DEGREE DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE U-FACTOR R-VALUE R-VALUE R-VALUE ReVALUE R-VALUE & DEPTH WALL R-VALUE ZONE 11B 0,45 R-38 R-21 R-30 R-10 R-9,2 FT R-38 5780 CLIMATE-SPECIFIC REQUIRED & PROPOSED PROPOSED MINIMUM NOTES: DESCRIPTION R-VALUE R-VALUE WALL TYPE I 10" P,OONC. 9' H, R - 10 R - 10 3" P.CONC. FNDN, WALL ON TOP OF A CONT. FOOTING, WALL TYPE 2 3"X5" W,D,STUD R - 21 R - 21 2" X 6" WOOD STUD WALL WITH 1/2 CDX PLY WD. WALL TYPE 3 !"X4" W,D.STUD R - 15 R - 15 2" X 4" WOOD STUD WALL WITH 1/2" GYP, BD, ROOF TYPE 2" X 12" DOUG FIR R - 38 R - 88 GAF TIMBERLINE LIFETIME ROOF SHINGLE, FLOOR TYPE 3/4" X 11 7/8" R - 21 R - 21 I 3/4" X 11 7/8" TGI PRO. 550 F.J. @ 16" O,C. CEILING TYPE 3/4" X 11 7/8" R- 21 N/R 1 3/4" X 11 7/8" TGI PRO· 550 F·J. ':~ 16" O.C, SLAB 4" P,CONC. R - 9,2 R - 9,2 4" P,OONC,SLAB ON COMP, FILL W/W,W,M. 6 X 6 REINF, NAILING SCHEDULE PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST & PAPER ASSOCIATION CONNECTION FASTENING SPACING NO. COMMON I RAFTER TO TOP PLATE (TOE-NAILED)@16" O,C. 3 8d PER RAFTER 2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 8d PER JOIST 6 BLOCKING TO RAFTER (TOE-NAILED) 2-80 EACH END 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-1 ED PER FOOT 9 TOP PLATE AT INTERSECTIONS (FAOE-NAILEB) 4-165 JOINTS-EACH SIDE 10 BTU D TO STUD (FACE-NAILED) 2-16D 24' O.C, 11 HEADER TO HEADER (FACE-NAILED) 16D 16" O,C, ALONG EDGES 12 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D =ER 2 X 4 STUD 13 BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, END JOIST OR BLOCKING (FACE-NAILED) 2-16D PER FOOT 14 JOIST TO BILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-16D PER JOIST 15 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 16 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-15D EACH BLOCK 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-80 PER JOIST 20 BAND JOISTS TO JOIST (END-NAILED) 3-16D ~ER JOIST 21 3AND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-1 ED PER FOOT 23 DIAGONAL BOARD SHEATHING 1" X 6" OR,1~r X 8" 2-5D PER SUPPORT 1" X 10" OR WIDER 3-8D PER SUPPORT 24 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/10" FIELD 26 FIBERBOARD PANELS 7/16" 6D 3" EDGE/6" FIELD HEATING & COOLING CRITERIA ZONE 115 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 0.05 CLIMATE AND GEOGRAPHIC DESIGN CRITERIA TABLE 201 ,2 (RESIDENTIAL CODE OF NEW YORK) GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM "'~ ,I WINTER ICE SHIELD FLOOD DESIGN UNDERLAY, SNOW DESIGN FROST LINE HAZARD LOAD SPEED (MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP, REQUIRED LOAD BEARING VALU 5 OF MAP#361030166 G EXPOSURE SOIL S,000 PSF MODERATE TO SLIGHTLYTO ~ FLOORS, WALLS, AND CEILINGS OVER OUTSIDE AIR. INSULATION U- FACTOR X AREA = UA DESCRIPTION R-VALUE CEILING R-36 0.31 2,176 SQ,FT, 674 INTERIOR FLOOR R-36 0,81 2,450 SO.PT, 760 EXTERIOR WALLS R-21 0,31 5,548 SQ,FT, 1,714 TOTAL AREA 13,354 SO.PT, i ,!, 7u- °0 m 0 0 < q SCALE: AS NOTED CWG, NAME', DRAWING NOTES DWG, NO.: WALLS, WINDOWS, AND DOORS INSULATION DESCRIPTION R-VALUE U- FACTOR X AREA = UA WALL R-21 Uo=0,14 4337 SQ FT 774 WlNBOW R= ,3 / SQ.FT, 0,38 712 SQ,FT, 250 DOOR N/A 0,35 481 SO,FT. 168 TOTAL AREA 5530 SQ,FT, FLOORS AND FOUNDATIONS INSUL, INSUL U-FACTOR OR AREA OR DESCRIPTION DEPTH R-FACTOR R-FACTOR X PERIMETER -- UA BASEMENT WALL 2'-0" R-10 0,56 2,084 SO,PT 1,167 DFLAWLSPAOE WALL 2'-0" R-19 0,56 -- N/A UNHEATED SL~B 4" R-4,6 N/A 2·377 SO,PT N/A TOTAL PROPOSED "UA'_' 1,167 DESIGN CRITERIA REF. TABLE R301.2(2) AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION ZONE ROOF > 30°-40° X 1,53 ROOF > 30°-40° X 1.53 WIND SPEED S 23,7 36.3 -30.3 -46,4 120 M/HR DESIGN CRITERIA REF. TABLE 1609.6.2.1 (1) MAIN WINDFORCE-RESISTING SYSTEM WIND LOADS IFOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Bm I LOAD ROOF HORIZONTAL LOA',DS VERTICAL LOADS WIND VELOCITY: DIRECTION ANGLE END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD OVERHANG WALL ROOF WALL ROOF WlNDWARB LEEWARD A/INDWARE LEEWARB END INTERIOR ROOF ROOF ROOF ROOF ZONE ZONE R-3 SINGLE FAMILY RESIDENCE OCCUPANCY & HT. CLASSIFICATIONS PROPOSED MINIMUM USE REQUIRED PROPOSED MINIMUM REQ'D. 1 ST. FLOOR KITCHEN 70 SQ.FT, 417 SQ.FT, 8'-8" 7'-6" N/R 10'-0" DINING RM. 70 SQ.FT. 293 SQ.FT, 5'-8" 7'-6" N/R 10'-0" GREAT RM, 70 iQ,ET, 542 SO,BT, ~ATH ¢1 30 SO.BT. 35 SO,ET, 6~-8' 7'-6" N/R 10L0" LAUNDRY PM, 70 SO,BT. 128 SO,BT, 6'-8" 7~-6'' N/R 10'-0" FOYER N/R 121 SO,BT, 6'-8" 7'-6" N/R 10'-0" BATH ¢2 30 SO,PT, 37 SO,PT, 5' 7~.6'' N/R 10~-0" STORAGE N/R 36 8Q.FT, 6'-8" 7'-6" N/R 10'-0" 2ND FLOOR I 287 SO.FT. USE KITCHEN I DINING RM. GREAT RM. BATH LAUNDRY RM. FOYER S.F. OF AREA INTERIOR ENVIRONMENT SECTION 1202.4.1 & 1204.1 1 ST. FLOOR 70 SO,FT. 70 SQ.ET. 70 SO.FT. 3O SQ.ET. 70 SQ,FT. N/R 141 SQ,FT, 189 SQ,FT, 9 SO.FT. 25 SQ. FT. 15% 21% 13% 17 SQ.FT, 14% BATH ~¢-2 80 SO,FI-, 6 SO.FT. 8% STORAGE N/R 10 SO.FT. 14% BATH ¢3 S0 SO.FT. 10 SO.FT. 7,5% STUDY 50 SQ.FT. 130 SQ.FT, 19% 2ND FLOOR REQUIRED CERTI OF OCCUPANCY OF , 0W. C0, OFFICE SET 12.28.07 ,PLUMBING ALL PLUMBING WA~E [THESE DRAWINGS ~ INSTRUMENTS OF & WATER LINES~ED m AR~ ~s SOL~ PRO,E~ OF THS A~T ~N 0F - ......... "~~~~NNECTIOI ~DER USED IN WA T~R ALL CON~ ~':. ~UPpL Y SYSTEM CAN~T THE REQUIRc~.',~'.fF.¢ O~ i'HE PROM. CONT, 2 ~ 2" X 8" ACQ. ACQ. POST (TYPICAL ALL) PROM. 4" X 4" ACQ. POST (~(PICAL ALL) ~ EX[BITING CONCRETE FOUNDATION WALL, POINT LOAD ON EXISTING FOUNDATION FROM ABOVE EXISITING FOUNDATION- UNDER POINT LOAD ABOVE PROM, 8" DIAM. P, CONC, CASON ON TOP CFA 2'X 2' 10" DEEP POURED CONC FTNG. (TTP. ALL) / EXISITING CONCRETE / FOUNDATION WALL. UNDER POINTLOAD ABOVE IN EXISITING GARAGE. PROM. 8" DIAM. P, CONC. CASON ON TOP OF A 2' X 2' 10" DEEP POURED OONC. PTNG, (TYP, ALL) FOUNDATION PLAN PROM 8"DIAM. P, CONC. CASON 8" P. CONC. FOUNDATION WALl WITH 1 '-4" W X 1'-0" D. P CONC, FOOTING (CONT.) W/W.W M, IN WALL AND FOOTING, 3'-10" PROV, DBL. 2" X 6" SILL PLATE TOP OF t~CP, PERIMETER) PROV. '~WATCHDOG" WATER PROOFING PERIMETER OF FOUND, WALL BELOW FIN. GRADE. INCLUDING PARGED JOINT BETWEEN FOUND, WALLAND FOOTING (TYP ALLAREAS) 10" × 1 '-0" VENT W/SCREEN PROV, 1/2" DIA, X 10" L, STEEL ANCHOR BOLTS FOR BILL PL, OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO CONCRETE @ NO MORE THAN 3'-0" O,C. @ 1'-0" AWAY FROM EACH CORNER (TYPICAL AROUND FOUND. PERIMETER) 24'-2" CRAWL SPACE PROV, ALT PRICE FOR FULL HEIGHT BASEMENT (TYP, NEW PERIMETER) 3" P CONCRETE SLAB ON CLEAN REINFORCEMENT. (TYP. ALL AREAS) DBL. ACQ. 2" X "PLATE 8" P. WALL FOOTING (CONT.) W/W,W.M. IN WALL AND FOOTING, 7'-9" 23'-4" 36 FROM GRADETO BASE OF FO~q-ING EXISITING CONCRETE FOUNDATION WALL, F,J, JOIST HANGER (TYPICAL) EEXISTING F,J. TO REMAIN EXISITING FOUNDATION PROM. CONT. 2 X 10 HEADER BLOTBD TO FOUNDATION WALL ~E~ISITI NG CONCRETE FOUNDATION WALL, FIRST FL. DECK FRAMING PLAN CONT. RIM JOISTI NEON F.J. TO BE FLUSH WFFH EXISTING F.J, OFFICE SET 12.28.07 ~ , 0 < 0~ ~m 0 1/4" = 1 '0' PROOPSED FOUNDATION P~N A-O GENERAL NOTES 1, ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, STATE & LOCAL BUILDING CODES AND ORDINANCES, 2, BEFORE COMMENCEMENT OF WORK, THE GEN~L CONTRACTOR SHALL FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION, 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATION8 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 TO ALL APPLICABLE CODES. E, THE GEN'L, CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS RELATED TO THE WORK OF THIS CONTRACT. GEN~L. CONTRACTOR SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT UNLESS OTHERWISE NOTED. 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. B, ANY "EXTRAS" FOR ANY AND ALL FIELD CONDITIONS / SUBSTANTIAL CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK, 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR, JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG'S. FOR SIZES, 10, ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST, GRADE OR SQ. 11 ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT, 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 PRIOR TO PROCEEDING WITH THE WORK, ELECTRICAL LEGEND NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & 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, THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES, ALL OTHER ELECTRICAL EQUIP, TO BE SUPPLIED BY ELECTRICAL CONTRACTOR, ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA'r COLOR T,B,D. RECESSED DOWNLIGHT8 TO BE "LIGHTOLIER" OR APP EQ, TRIM - WHITE, NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS DOWNLIGHTS, VERIF¢ LOCATIONS OF ALL ELEC, DEVICES WITH CLIENT, DUPLEX ELECTRICAL RECEPTACLE DOUBLE DUPLEX ELECTRICAL RECEPTACLE DUPLEX SEPAP, ATS CIRCUIT RECEPTACLE DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT WALL SWITCH 3-WAY WALL SWITCH $4 4-WAY WALL SWITCH RECESSED DOWNDGHT (10OW) "LIGHTOLIEB" OR APP. CEILING MOUNTED JUNCTION BOX WALL MOUNTED JUNCTION BOX NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT WITH DUAL SWITCH AT WALL FIXTURE TO BE SUPPLIED BY OWNER. NOTE 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 & STRUCTURAL PLANS COMPLY WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON ( AF&PA FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE, INSULATION NOTES PROV, ADDITIONAL $/4" FOIL FACED FOAM BOARD UNDER ALL NEW CONSTRUCTION, NEW EXTERIOR WALLS: 2"XE" WOOD STUD, R-21 FOIL FA. HIGH DENSITY INSULATION BY ~OERTAINTEED~ OR APPROVED EQUAL, NEW ATTIC/ROOF: R-38 KRAFT-FA. INSULATION BY 'CERTAINTEED" OR APPROVED EQUAL, CRAWL SPACE: R-21 KRAFT-FA, INSULATION WITH PROPER WIRE TIES INTERIOR WALLB: R-21 BA'TT INSULATION GARAGE CEILING: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES TILE LEGEND [CT1 I 10" CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQUAL. TILE BORDER W/20" TILE ON A 4S" TO BE INSTALLED OVER 1/2~ CEMENT BOARD, U,O,N, WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDrTIVE MIXED IN, ~ 6" X S" CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQUAL. TILE BORDER W/20" TILE ON A 45" TO BE INSTALLED OVER 1/2" CEMENT BOARD, U,O,N. WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN, PLUMBING FIXTURE LIST: BATHROOM FIXTURES', BY KOHLER (VERIFY WITH OWNER) TOILET' OlMARRON COMFORT HEIGHT TWO PIECE - K-3497-RA SINK: THOREAU UNDEROOUNTER LAVATORY - K-BS07-4U SINK FAUCET: FORTE WIDESPREAD LAV, FAUCET - K-1027E-4G SHOWER TRIM KIT: FORTE ESSENTIALS PERFORMANCE PACKAGE - K-10827-z PROVIDE CUSTOM SHOWER PAN PREY. ALL NECESSARY PLUMBING VENTS SHOWER BODIES BY "KOHLER" PROVIDE TOILET SEATS VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE GLASS SHOWER DOORS BY OTHERS CONSTRUCTION LEGEND /////i//~ NEW EXTERIOR PARTITION - 2" X 6" WOOD STUD WALL W/ 1/2" CDX PLY'WOOD, EXTERIOR SHEATHING ( TYVEK WRAPPED & TAPED), SIDING - 5" EXPOSURE "R&R". WEAVE ALL EXTERIOR CORNERS EXCEPT WHERE NOTED ALL EXTERIOR TRIM AS NOTED ON THE CONTRUCTION PLANS,, I'/t?////~ NEW INTERIOR PARTITION - 2" X 4" WOOD STUD WALL W/1/2" CDX INTERIOR SIDE - I LAYER 1/2" GYP BB. SCREWED/TAPED BOTH SIDES, INTERIOR TRIM - :3 1/2" SQUARE POPLAR TRIM W/OGEE "BOUT~" ON ALL DOORS/WINDOWS 6" SQUARE POPLAR BASE W/OGEE "ROUTE". ALL WINDOWS W/BO%TOM SILL, U,O,N, PROVIDE MOISTURE RESISTANT GYP. DB, (GREEN ED,) FOB ALL BATHROOM WALLS AND CLGS, PROVIDE CEMENT WALL ED, FOR ALL AREA RECEIVING TILE, INCLUDING FLOORS, INTERIOR PAINT- TO BE "BENJAMIN MOORE" U,O,N,, ONE COAT PRIME & TWO COATS SATIN FINISH (COLORS T,B,D, BY OWNER) U,O,N, ALLTRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MILDIOIDE ADDITIVE. ~ HARDWOOD FLOORING - #1 RED OAK 2 1/4"W,,15LB. FELT UNDERLAY, FINISH - 3 COATS OF CLEAR SATIN POLYURETHANE (PACIFIC BRAND) SUB-FLOOR - 3/4" THICK PLYWOOD GLUED AND NAILED. SUB-FLOOR - 3/4" THICK PLYWOOD GLUED AND NAILED (TILE AREAS). F¢~5~ CARPET TO BE SELECTED AND PURCHASED BY OWNER, PLUMBING LEGEND PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED ON CONSTRUCTION PLANS. FOLLOW ALL NECESSARY N,Y,S, AND LOCAL PLUMBING CODES THAT APPLY TO WORK TO BE COMPLETED, PROVIDE ALL NECESSARY DRAIN VALVES FOR WINTERIZATION, REF, TO CONSTRUCTION PLANS FOR FIXTURE TYPES. ALL WASTE LINES ARE TO BE INSULATED WITH SOUND A"Fi'ENLJATING ~NSULATION (T'Yp, ALL AREAS) ALL SUPPLY &WASTE LINES ARE TO BE INSULATED WITH SOUNID ATTENUATING INSULATION, (TYp, ALL) PROV, UNDERGROUND 428 GAL PROPANE TANK OUTDOOR BBC LINE MAIN LINE TO HOUSE TO SERVICE: V,I,F W/OWNER DOOR SCHEDULF FIRST FLOOR- EXTERIOR DOORS - ANDEBSEN/f'HERMATRI I DOOR # WIDTH: HEIGHT: DOOR MA"PL. OPERATION: LOCATION: I EXISTING BEDROOM WINDOW SCHEDULE ALL WINDOWS TO BE ANDERSEN 400 SERIES, FIRST FLOOR ROUGH ROUGH ANDERSEN REFER, NO, OPENING OPENING OUANTIT MISC, NOTES WIDTH HEIGHT 1 8' EXISTING BEDROOM L EXISTING STU DY FIRST FLOOR PLAN 2253 SQ. FT. EXISTING AREA 533 SQ.;'- ~. PROPOSED AREA 2786 SO.l- I. TOTAL AREA 3'-10" C~RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO F ELD CONDITIONS, CLIENT, AND OR GENERAL CONTF~CTOR WHICFI DIFFER FROM THE AC/H EATI N G NOTES PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, PROVIDE ONE ZONE HEATING AND COOLING SYSTEM CONSISTING OF: ONE "BIASI' 5 SECTION CAST IRON BOILER WITH RIALLO BURNER, (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED, PROV, 8" DIA, "ZERO CLEARANCE" FLUE ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, ETC,, AND ONE 275 GALLON FUEL TANK, UNLESS OTHERWISE NOTED, ONE "RUDD" (SIZE TONAGE AS REQUIRED) 18 SEER AIR HANDLERS UNLESS OTHERWISE NOTED. ONE "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSERS UNLESS OTHERWISE NOTED, NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM. CONTRACTOR TO VERIFY SIZE OF EXISTING BOILER IF COMPATABLE - I HEATING ZONE FOR ADDITION TO BE TIED INTO EXISTING 8'-11" .r 6" X 1 9'-6" KITCHEN X 1 9'-6" 23'-4" LU <m O0 m D < ~0 1/2": 1 ~0" PROPOSED FIRST FLOOR P~N GENERAL NOTES 1. ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, STATE & LOCAL BUILDING CODES AND ORDINANCES, 2. BEFORE COMMENCEMENT OF WORK, THE GEN~L CONTRACTOR SHALL FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. 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 TO ALL APPLICABLE CODES. 6, THE GEN'L CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS RELATED TO THE WORK OF THIS CONTRACT, GEN'L, CONTRACTOR SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT UNLESS OTHERWISE NOTED, 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. 8, ANY "EXi-RAS' FOR ANY AND ALL FIELD CONDITIONS / SUBSTANTIAL CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK, 9, DOUBLE FLOOR JOIST8 ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR, JOISTS AT ALL OPENINGS, REFER TO CONSTRUCTION DWG'S, FOR SIZES, 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR ¢2 CONST, GRADE OR EQ, 11, ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT, SHEATHING, 12, THE CONTRACTOR SHALL PROVIDE SHOP DRAWING8 FOR ALL SPECIAL WORK SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEM8 AND STEEL WORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK, ELECTRICAL LEGEND NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & 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, THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FI)CrURES, ALL OTHER ELECTRICAL EQUIP, TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. ALL SWITCHES AND RECEPTACLES TO BE 'LUTBON', '~DEOORA" COLOR T.B.D. RECESSED DOWNLIGHTS TO BE "LIGHTOUER" OR APP. LQ, TRIM - WHITE, NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC DEVICES WITH CLIENT, (~ DUPLEX ELECTRICAL RECEPTACLE (~DD DOUBLE DUPLEX ELECTRICAL RECEPTACLE (~sc DUPLEX SEPARATE CIRCUIT RECEPTACLE (~)GR DUPLEX REOEPTACLF~/GROUND FAULT INTERRUPT $ WALL SWITCH Sa 3-WAY WALL SWITCH $4 4-WAY WALL SWITCH RECESSED DOWNLIGHT (100W)" LIGHTOLIER" OR APP, BO. CEILING MOUNTED JUNCTION BOX WALL MOUNTED JUNCTION BOX NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT WITH DUAL SWITCH AT WALL. FIXTURE TO BE SUPPLIED BY OWNER, OEP NEW CEILING MOUNTED JUNCTION BOX ,,F, OR RECESSED EXHAUST FAN/LIGHT WITH DUAL SWITCH AT WALL, BROAN" HEAW DUTY UNIT OR APP. EQUAL, NEW TELEPHONE RECEPTACLE NEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT, CONTROL BOX) NEW STRUCTURED CABLE (TO BE WIRED TO CENT, CONTROL BOX) I~lsl~ SMOK~/OARBON MONOXIDE DETECTOR: TO BE WIRED TO CENTRAL CONTROL BOX, NOTE 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 & STRUCTURAL PLANS COMPLY WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON ( AF&PA ) FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE, INSULATION NOTES PROV. ADGITIONAL 3/4" FOIL FACED FOAM BOARD UNDER ALL NEW CONSTRUCTION. NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-21 FOIL FA, HIGH DENSITY INSUlJ~TION BY ~CERTAINTEED' OR APPROVED EQUAL, NEW A~FIC/ROOF: R-38 KRAFT-FA. rNSULATION BY'QERTAINTEED' OR APPROVED EQUAL. CRAWL SPACE: R-21 KRAFT-FA, INSULATION WITH PROPER WIRE TIES INTERIOR WALLS: R-21 BA~F INSULATION GARAGE CEILING: R-21 KRAFT-FA, INSULATION WITH PROPER WIRE TIES TILE LEGEND ~ 10" CERAMIC TILE - "AMERICAN OL~AN" TILE OR APP, EQUAL, TILE BORDER W/20" TILE ON A 45" TO BS INSTALLED OVER 1/2" CEMENT BOARD, U,O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOE ADDITIVE MIXED IN. ~ 6" X 6" CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP, EQUAL, TILE BORDER W/20" TILE ON A 45° TO BE INSTALLED OVER 1/2" CEMENT BOARD, U,O,N, WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN, PLUMBING FIXTURE LIST: 3ATHROOM FIXTURES, BY KOHLER (VERIFY WITH OWNER) FOILET: ClMARRON COMFORT HEIGHT TWO PIECE- K-3497-RA 3INK: THOREAU UNDERCOUNTER LAVATORY - K-2907-4U 3INK FAUCL~F, FORTE WIDESPREAD LAV, FAUCET - K-10272-4G SHOWER TRIM KIT: FORTE ESSENTIALS PERFORMANCE PACKAGE - K-10827-4 ~ROVIDE CUSTOM SHOWER PAN ~ROV, ALL NECESSARY PLUMBING VENTS ~HOWER BODIES BY "KOHLER" 'ROVIDE TOILET SEATS tERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE ~LASS SHOWER DOORS BY OTHERS CONSTRUCTION LEGEND NBN EXTERIOR PARTITION - 2" X 6" WOOD STUD WALL W/1/2" CD~X PLY~NOOD. EXTERIOR SHEATHING ( TYVEK WRAPPED & TAPED) SIDING - 5" EXPOSURE "B&R". WEAVE ALL EXTERIOR CORNERS EXCEPT WHERE NOTED ALL EXTERIOR TRIM AS NOTED ON THE CONTRUCTION PLANS, NEW INTERIOR PARTITION - 2" X 4" WOOD STUD WALL W/1/2" CD)< INTERIOR SIDE - I LAYER 1/2" GYP, ED. SCREWED/TAPED BOTH SIDES INTERIOR TRIM - 3 1/2" SQUARE POPLAR TRIM W/OGEE "ROUTE" ON ALL DOORS/WINDOWS 0" SQUARE POPLAR BASE W/OGEE "ROUTE", ALL WINDOWS W/BO~FTOM SILL, U.O.N. PROVIDE MOISTURE RESISTANT GYP. ED, (GREEN ED.) FOR ALL BATHROOM WALLS AND CLGS. PROVIDE CEMENT WALL ED. FOR ALL AREA RECEIVING TILE, INCLUDING FLOORS, INTERIOR PAINT- TO SE "BENJAMIN MOORE" U,O,N,, ONE COAT PRIME &TWO COATS SATIN FINISH (COLORS T.B.D. BY OWNER) U.O.N. ALL TRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MILDI(~IDE ADDITIVE, HARDWOOD FLOORING - ¢1 BED OAK2 1/4"W.,15LB, FELT UNDERLAY. FINISH - 2 COATS OF CLEAR SATIN POLYURETHANE (PACIFIC BRAND). SUB-FLOOR - 3/4" THICK PLY~NOOD GLUED AND NAILED. SUB-FLOOR - 3/4" THICK PLY~NOOD GLUED AND NAILED (TILE AR~,S). CARPET TO BE SELECTED AND PURCHASED BY OWNER, PLUMBING LEGEND PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED ON CONSTRUCTION PLANS. FOLLOW ALL NECESSARY N.Y,S, AND LOCAL PLUMBING CODES THAT APPLY TO WORK TO BE COMPLETED, PROVIDE ALL NECESSARY DRAIN VALVES FOR WINTERIZATION, REP. TO CONSTRUCTION PLANS FOR FIXTURE TYPES. ALL WASTE LINES ARE TO BE INSULATED WITH SOUND A%FENUATING INSULATION (TYP, ALL AREAS) ALL SUPPLY &WASTE LINES ARE TO BE INSULATED WITH SOUND ATTENUATING INSULATION, (TYP. ALL) PROV. UNDERGROUND 425 GAL PROPANE TANK OUTDOOR BBC LINE MAIN LINE TO HOUSE TO SERVICE: V,I,F W/OWNER DOOR SCHEDULE FIRST FLOOR- EXTERIOR DOORS - ANDERSEN/THERMATRU DOOR ¢ WIDTH' HEIGHT DOOR MA'TL, OPERATION: LOCATION: ~) 4'-0" 6'-8" MASONITE DEL SWING BED, ¢¢3 OL, (~) 2'-6" 6"8" MASONITE LEFT BEDROOM ~¢4 [I Il' WINDOW SCHEDULE ALL WINDOWS TO BE ANDERSEN 400 SERIES. FIRST FLOOR ANDERSEN REFER, NO, ROUGH OPENING WIDTH 4'-4 1/4" 4'-4 1/4" ROUGH OPENING HEIGHT 4'-0 7/8" 1 '-0 1/2" 3'-0 1/8" 5'-0 7/8" 3~-0 1/8" 3'-5 3/8" 7/8" QUANTITh¢ 3 MISC. NOTES TRANSOM ANGLE BAY UNIT 4 D.H, EGRESS 2 2 3'-8 7/8" 2'-S 1/8" INOTE: O~-RACTO R TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO F ELD CO~IENT, AND OR GENERAL AC/HEATING NOTES 3'-10" L II 12'-2" 3'-10" BEDROOM #3 12'-10" X 1 7'-6" (PROPOSED) --¢¢ [Sa~J ~su 5'-6" 12'-8" EXISTING BEDROOM II II SEC,OND FLOOR PLAN 2,821 SQ. h I. 18'-9" 121-4'' BATH 8'-10" X 9'-8" (PROPOSED) 12' +/- 1 28'-11" -I 52'-1" 8'-10" 7'-10" 41 BEDROOM #2 12'-0" X 13'-11" (PROPOSED) DEN 1 1 '-3" X I 1 '-8" (PROPOSED) BEDROOM #1 12'-0" X 18'-1" (PROPOSED) l. OF 1FI2'C2E8'°S7ET i © O0 0 cc~ 0 < z z SCALE: DWG. NAME: PROPOSED 2ND. FLOOR P~N ERAL NOTES 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 (RPS4) TRUSS BRACING 16d SINKERS 4" O.O STRONG-WALL SHEARWALL PICAL AT ~r'l~ H CORNER PRE-ATFACH ED 12 SDS 1/4 (CS 16) SAND JOIST HEADERANCHORAGE PROV, 11 7/8" BOX BEAM SILL PLATE TO DOUBLE GIRDER. (BP) REF. TO A-3 FOR PILING TO GIRDER CONNECTION. METAL FASTENER SCHEDULE (EXAMPLE) (ALL STRAPING TO BE ~ 16" O,C,) PROV, METAL FLASHING AT ALL WINDOW SILLS, (TYP. ALL LOCATIONS) RIDGE KANT-SAG LSTI22 OR , 10dX I 1/2 FASTENER IIRED FOR 16~' JOIST DEPTH OR MEMBERS WITH SLOPE OF 7/12 OR GREATER}. R.EI CONNECTION OF RIGDE BEAM TO ROOF RAFTER (EXAMPLE) I SCREW THROUGH FLANGE X- BRACING (EXAMPLE) WALL STUD CONNECTION OF WALL HEADER CONNECTION OF WALL NG TO 2"X 6" STUDS JACI STUDS CONNECTION OF WALL SHEATHING TO WINDOW HEADER SIMPSON HL35 ANGLE BRACKET DEL, MICROLLAM CORNER CONNECTION (EXAM PLE) ALL WORK SHALL COM PLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES !. 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 SUB-CONTRACTORS. NO JOIST HANGERS ARE TO BE USED TO CONNECT STRUCTURAL BEAMS TO BEAMS. 3/8" GUSSET PLATES WITH BOLTS ARE TO BE USED IN LIEU OF JOIST HANGERS TO MAKE CONNECTION8 IN THESE AREAS, ALL JOISTS STILL USE JOIST HANGERS TO A%FACH TO BEAMS AT ALL FLUSH CONDITIONS IN TYPICAL FASHION PROV. EPDM RUBBER ROOFING PROV, LVLMI @ @16" O,C,¢ 2" X 12" BEAM ROOF FRAMING PLAN & D ETAI LS 12" R.R, _2" X 12"~ %%%~PROV. 2 - I 3/4" X 16" RIDGE BEAM NOTE: -DENOTE BEARING POINT LOAD THIS LOAD MUST BE TRANSFERED W/ADEQUATE VERTICAL BRACING PROV. 2 7/8" LVL MICROLLAM (BO~FOM FLUSH WITH C.J ) ~PROV, I - I 3/4"X 11 7/8" LVL MICROLLAM VALLEY BEAM PROV. I - I 3/4" X 11 7/~" LVL MIOROLLAM RIDGE BEAM PROV. 1- I 16" RIDGE BEAM VALLEY BEAM CLIP ANGLE (BOTH SIDES OF CONNECTION) MIN, LENGTH -- JO[ST t MINUS 1/2" 8 SCREWS (4 PER LEG JOIST TO HEADER JOIST (EXAMPLE) (2) 2" X 4" TOP PI-&TE E" X 8" BLOCKING -- 2" X 10" RAFTER RAFTER BRACING MTS12 STRAP WITH (7) 10d X I 1/2 FASTENER TO STUD AND RAFTER. BIRDSMOUTH CUT LOW END OF JOIST ONLY DIST G 7~VO- MEMBER FLOOR SUPPORT BEAM CONNECTION OF FLOOR FRAMING TO SUPPORT 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. STUD HEADER CONNECTION OF WINDOW IIOR WALL. SIMPSON LSTA18 STRAP WITH (12) 1 Od FASTEN ER. JACK- STUDS CONNECTION OF WALL SHEATHING TO STUDS AROUND WINDOW HEADER ROOF SHEATING TO TRUSS TOP PLATE. STUDS DOUBLE TOP PLATE METAL HURRICANE CONNECTOR WALL SHEATING CONNECTION OF TOP WALL PLATE TO WALL STUD. WALL STUD -- WALL STUD BOTTOM PLATE BAND JOIST 4DER FLOOR SUPPORT BEAM NG SIMPSON LSTA18 STRAP WITH (12) 10d FASTENER, ~- CONNECTION OF BAND JOIST TO SUPPORT SIMPSON LTP4 STRAP (12} 8d X 1 1/2" CONNECTION OF WALL TO FLOOR FRAMING, OFFICE SET 12.28.07 >- °0 ~ m D <° U_ toO 1/4" = 1 '0" ROOF FR/KMING PLAN A-2.1 EXISTING BEDROOM STEEL 11" ' ' , ' , ' , ' , ' , ' , ' . ' . ' ' , ' , ' , ' .:1 18'-5" 11" BACH END, QTY - I - "D" - 11 ~' X 17'-7" X 1/2" THICK 2ND EXISTING STU DY It 1If tl EXISTING BEDROOM FLUSH WITH F.J. PROV, KNEE WALL BRACING PROV, STRUCTURAL STEEL COLUMN TO FOOTING IN GARAGE I WITH 2 - 2/4 STEEL PLATES C 2-13 11 LVL MI' FLUSH WITH F,J. FLOOR DECK FRAMING PLAN PROV. CONTINUOUS I 1/8" X 11 7 "GP - FIBERSTRONG" RIM BOARD, EXCEPT A~EAS OF OPENINGS, (TYP, ALL PERIMETER AREAS), AS REQUIRED ~2- ! 3/4"X !! 7/8" LVL MIOROLL~M WITH I - 1/2 STEEL PLATE D TO REPLACE EXISTING HEADER LVL MICROLLAM FLUSH WITH F.J, 7/8" NOTE, CONTRACTOR TO NOTIF¢ THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR QENEFIAL CONTRACTOR VVHICH DIFFER FROM THE PROV, CONTINUOUS 1 1/8" X 11 FIBERSTRONG" RIM BOARD, EXCEPT AREAS OF OPENINGS. (TYP ALL PERIMETER AREAS), %~ - I 3/4" X 11 7/8" LVL MIOROLLAM WITH 2 - 1/2" STEEL PLATES "A" (FLUSH WITH FLOOR JOISTS) 3- I 3/4"X 11 7/8" LVL MICROLLAM WITH 2 - 5/8" STEEL PLATES "B" (FLUSH WITH FLOOR JOISTS) . PROV, 3 - I 2/4" X 11 7/8" LVL M]CROLLAM ~PROV, KNEE WALL BRACING AS REQUIRED "~2 - 1 8/4~' X 11 7/8" LVL MICROLL~M (BELOW F.J .) NOTE: -INDICATES BEARING POINT LOAD THIS LOAD MUST BE TRANSFERED W/ADEQUATE VERTICAL BRACING OFFICE SET 12.28.07 1/4" = 1 '0" 2ND. FLOOR DECK FRAMING P~N A-2.1 a PROV, 5/8" ACQ, PLY, SHEATHING {TYPICAL ALL ROOF AREAS), (TYPICAL ALL RIDGE AND HIPS). I 3/4" Z 1 6" LVL MICRO RIDGE SEAM R - DENSITY FOIL FACE (TYP. ALL AREAS) :12 -- SUB-FLR. ,,(T~ .p. A~ ~ PROV. 3/4 X 3" ~:R~ OAK ~ ~ '- ' GYP. BD. ALL EXPOSED WALLS & CEILINGS (TYP. GARAGE) PROV. 'rT'~VEK DRAIN WRAP" (TYP ALL], 6" WHITE ALUMINUM GUTFER AND LEADERS. (TYPICAL ALL AREAS). ,REAS) DBL. 1 41CROLLAM HEADER. PROV. KNEE WALL HT. TO SE DETERMINED IN FIELD PROV. 10" DIA. SQUARE FIBERGLASR tTY'P J CAL ALL AREAS), FIN. GRADE PROV, KNEE WALL HT, TO BE DETERMI D IN FIELD EXISTING SLAB TO REMAIN FRONT ELEVATION ~TRAOTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD O~IENT, AND OR GENERAL /cOoN STRUOT. ID RAWIN G S/S PEOIFICATION S,J 10'-4" V.I,F. I OF 1FI22E8.27ETI LLI' 0 °© tr ~ 0 0 < __. 1/4"---- 1 '0" SECTIONS I 12" RII~E'1 3'-6" 10" L lO"O,¢, j 8' 1 ~l ~-___NEW FLOOR HEIGHT 1' ! 12"F,,~. _~-TOP OF 1 ST FL, WINDOW J 9' 6'-6" .~?_¢,4AT_?H EXISTING FLOOR L lO ~J EXISTING ROOF TO REMAIN PROV, "LIFETIME" "GAF" ASPHALT ROOF SHINGLES (TYP, ALL AREAS) OVER 15 LB. FELT, (COLOR TO MATCH EXlSITNG) PROV, '~NEATHER- WATCH" UNDERLAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2'-0" [¢YPICAL ALL ROOF SECTIONS), 12;~ RIDGE ! ~ / 3'-10" I,±_.?o,_L,~.:~. i lO" FRONT ELEVATION 1 0'-4" V.I ,F. NEW VINYL SIDING TO MATCH EXISTING. FASCIAS, SOFFITS, CORNER BRDS. WINDOW TRIM TO MATCH EXISTING PROV. "LIFETIME" "GAF" ASPHALT ROOF SHINGLES (TYP, ALL I OVER 15 LB, FELT, (COLOR TO MATCH EXISITNG) PROV. "WEATHER- WATCH" UNDERLAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP NEW VINYL SIDING TO MATCH EXISTING. FASCfAS, SOFFITS, CORNER BRDS. WINDOW TRIM TO MATCH EXISTING OVER 15 LB, FELT, fCOLOR TO MATCH.EXISITNG) PROV,I ' '~WEATHER' ENTIRE BO%FOM EDGE OF ROOF UP 2'-0" (TYPICAL ALL ROOF SECTIONS). TOP OF SHED DORMER WINDOW "~ 1 0'-4" V.,F. EXISTING SIDING TO REMAIN LEFT SIDE ELEVATION NEVV VINYL SIDING TO MATCH EXISTING. FASCIAS, SOFFITS, CORNER SRDS. WINDOW TRIM TO MATCH EXISTING NOTE: ~RACTO R TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD OFFICE SET 12,28.07 LI.J 0 LU LU LU ~, q q 1/4": 1 ~0" PROPOSEF BUILDING ELEVATION,~ A-4 TI, 12" R]DGE~ 3'-6" 1 0" [ .1~)" C,d.. d I f,~-TOP OF UPPER WINDOW l_ ~'~NEW FLOOR HEIGHT 1', I (~TOP OF LOWER WINDOW TOP OF FLOOR TO C--MATCH EXISTING FLOOR 10'F J,. TOP OF SHED DORMER WINDOW-h_ FI~0V. "LIFETIME" "GAF" ASPHALT ROOF SHINGLES (TYP, ALL AREAS) OVER 15 LB, FELT, (COLOR TO MATCH EXISITNG) PROV, "WEATHE WATCH" UNDERLAYMENT ALONG ENTIRE BOSOM EDGE OF ROOF UP 3'-1 0" ~o"c.a. " 10" 1 0'-4" V.I ,F. PROV. "LIEETIME" "GAF" ASPHALT ROOF SHINGLES (TYP. ALL AREAS) OVER 15 LB. FELT, (COLOR TO MATCH BISITNG) PROV "WEATHER- NEW VINYL SIDING TO MATCH EXISTING. FASCIAS, SOFFITS, CORNER BRDS, WINDOW TRIM TO MATCH EXISTING PARGE W/CONCRETE CEMENT. [~ 12" RIiDGE ~ 12" F J. TOP OF LOWER WINDOW -'1_ [ RIGHT SIDE ELEVATION EXISTING ROOF SHINGLES TO REMAIN EXISTING ROOF SHINGLES TO REMAIN EXISTING SIDING TO REMAIN REAR ELEVATION EXISTING ROOF SHINGLES TO REMAIN OFFICE SET 12,28,07 0 ~m zO < ~o~o~ q q PROPOSED BUILDING ELUATIONS A-4.1 GENERAL NOTES 1. ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, STATE & LOCAL BUILDING CODES AND ORDINANCES, 2. BEFORE COMMENCEMENT OF WORK, THE GEN'L. CONTRACTOR SHALL FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. 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. ELECTRICAL LEGEND NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & REGULATIONS OF THE N.Y.S 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, THE OWNER SHALL PROM[DE ALL SURFACE MOUNTED LIGHT FIXTURES, ALL OTHER ELECTRICAL EQUIP. TO BE SUPPLED BY ELECTRICAL CONTRACTOR ALL SWITCHES AND RECEPTACLES TO BE ~LUTRON~, "DECORA" COLOR T,B,D. RECESSED DOWNLIGHTS TO BE "LIGHTOLIER" OR APP ED. TRIM - WHITE, NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. DOWNUGHTS VERIFY LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT. NOTE INSULATION NOTES PROM. ADDITIONAL 3/4 FOIL FACED FOAM BOARD UNDER ALL NEVV CONSTRUCTION· NEW' EXTERIOR WALLS: 2"X6" WOOD STUD. R-21 FOIL FA. HIGH DENSITY INSULATION BY CERTAINTEED QR APPROVED EQUAL, NEVVA~FIC/ROOF: R-38 KRAFT-FA. INSULATION BY 'CERTAINTEED' OR APPROVED EQUAL CRAWL SPACE: R-21 KRAFT-FA, INSULATION WITH PROPER WIRE TIES INTERIOR WALLS: R-21 BA~T INSULATION GARAGE CEILING: R-21 KRAFT-FA, INSULATION WITH PROPER WIRE TIES TILE LEGEND PLUMBING FIXTURE LIST: CONSTRUCTION LEGEND DOOR SCHEDULF FIRST FLOOR- EXTERIOR DOORS- ANDERSEN/I'HERMATRU DOOR # WIDTH: HEIGHT: DOOR MAT'L. I OPERATION: LOCATION; (~ 2'-4" 6'-8" MASONITE I POOKB KITCHEN ~ 2'-10" 6'-8" MASONITE : RIGHT E, I. K. (~) 2'-6" 6'-8" MASONITE i LEFT CLOSET (~ 2'-6" E'-8" MASONITE I LEEr BATHROOM (~) 2'-6" 6'-8" MASONITE I RIGHT BEDROOM ¢1 (~ 2'-2" I E'-B" MASONITE I BEET BED, #1 Cl. I I ® 2,-6,, 16'-si' MASONITE RIGHT BEDROOM ¢2 WINDOW SCHEDULE ALL WINDOWS TO BE ANDERSEN 400 SERIES, FIRST FLOOR ROUGH ROUGH ANDERSEN REFER. NO OPENING OPENING QUANTIT~ MILO, NOTES WIDTH HEIGHT ® TVV 20310 - 2W 4I-4 1/4" 4'-0 7/8" 3 DH. ~ TWT2010 - 2W 4I-4 1/4" 1'-0 1/2" 3 TRANSOM ~ 30-013-20 5'-9 1/8" 3'-2'I I I ANGLE BAY UNIT I (~ ! TVV 210410 3I-0 1//SIi 5'=0 7/8~ 5 D.H, EGRESS I CASEMENT (~ OX 15 2'-8" ! 5'-0 7/8" 2 CASEMENT (~ OW 135 2I-4 7/8" I 3'-5 3/8" 1 CASEMENT ~ ~20~6 21--2 1/EIi 3L4 ~/8II I D.Hi ~ I TWT2010 2'-21/B"1'-E1/2" I ~T~SOM NOTE, ~RACTO R TO NOTIFY THE ARCHITECT OF ANY AND ALL Rb~/ISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT DRAWINGS/SPECIFICATIONS., AC/H EATING NOTES PER REQUIREMENTS BY NEVV YORK STATE RESIDENTIAL CONSTRUCTION, PROVIDE ONE ZONE HF~TING AND COOLING SYSTEM CONSISTING OF ONE "BIASI" 5 SECTION CAST IRON BOILER WITH RIALLO BURNER, (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED. PROM, 8" DIA, "ZERO CLEARANCE" FLUE ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, ETC., AND ONE 275 GALLON FUEL TANK, UNLESS OTHERWISE NOTED, ONE "RUUD" (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS OTHERWISE NOTED, ONE "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSORS UNLESS OTHERWISE NOTED. NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM, CONTRACTOR TO VERIFY SIZE OF EXISTING BOILER IF COMPATABLE - I HEATING ZONE FOR AUDITION TO BE TIED INTO EXISTING PLUMBING LEGEND PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED ON CONSTRUCTION PLANS, FOLLOW ALL NECESSARY N.Y.S. AND LOCAL PLUMBING CODES THAT APPLY TO WORK TO BE COMPLL~FED, PROVIDE ALL NECESSARY DRAIN VALVES FOR WINTERIZATION, REF, TO CONSTRUCTION PLANS FOR FIXTURE 7~PES, ALL WASTE LINES ARE TO BE INSULATED WITH SOUND A~FENUATING INSULATION (T~P, ALL AREAS) ALL SUPPLY &WASTE LINES ARE TO BE INSULATED WITH SOUND A~rENUATING INSULATION, (T~CP, ALL) PROV. UNDERGROUND 425 GAL PROPANE TANK OUTDOOR BBC LINE MAIN LINE TO HOUSE TO SERVICE: V,I,F W/OWNER EXISTING BEDROOM IF 3"9" 3'-6" 1 8'-9" SECOND FLOOR PLAN 2,821SD.FT. BATHROOM 8'-10" X 9'-8" (PROPOSED) IEXISTING DWELLING = 3480 SQ, FT. EXISTING DWELLING + Pq:FO~S~D--ADDITION = PERCENTAGE CHANGE = 30% 4505 SQ. Pi. 18' 3'-10" ;'-7 i 12'-2" 12' 3'-10" 12'-8" 52'-1" 4[ BEDROOM #3 12'-10" X 17'-6" (PROPOSED) BEDROOM #2 12'-0" X 13'-1 1" (PROPOSED) DEN 11 '-3" X 11 '-8" (PROPOSED) BEDROOM 12'-0" X 18'-1" (PROPOSED) 28'-11" OFFICE SET 12.28.O7 O0 0 < ~__ m ~ q o ~ o q o 1/4"= 1 '0" PROPOSED 2ND. FLOOR P~N A-2 RIDGE 1~-8, [~c<~J~ ulP PER WI N B OW i 6'-8"¢--NEW FLOOR HEIGHT ~,~'TOP OF LOWER WINDOW TI__lOP OF FLOOR TO MATCH EXISTING FLOOR PROV, "LIFETIME'~ "GAF" ASPHALT ROOF SHINGLES t'TYP, ALL AREAS) \-% OVER 15 LB. FELT, (COLO,~ TO MATCH EXISITNG) PROV. WEATHER- \ ~--~- WATCH" U NDERLAYMENT ALONG ~ ~ ,Z~ 6'-5"[ 10'-4" V. IF. NE'CC VINYL SIDING TO MATCH FE AX~S~IIANs~,'SOFFITS, CORNER BRDS. [ 12" RIDGE J ~,, TOP OF LOWER WINIDOW-"/_ RIGHT SIDE ELEVATION PROV, "LIFETIME" "GAF" ASPHALT OVER 15 LB, FELT, (COLOR TO MATCH EXlSITNG) PROV, "WEATHER- WATCH" UNDERLAYMENT ALONG ENTIRE BO~-OM EDGE OF ROOF UP 2'-0" (TYPICAL ALL ROOF SECTIONS), NEW VINYL SIDING TO MATCH EXISTING. FASCIAS, SOFFITS, CORNER BRDS. WINDOW TRIM TO MATCH EXISTING EXISTING ROOF SHINGLES TO REMAIN PARGE W/CONCRETE CEMENT, (TYPICAL ALL EXPOSED REAR ELEVATION NOTE; C~-RACTO R TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO F ELD EXISTING ROOF SHINGLES TO REMAIN EXISTING SIDING TO REMAIN OFFICE SET 12.28.07 J © C/LU D < ~ o · a0 e0 ~0 1/4"= 1 '0" PROPOSED BUILDING EL~ATIONS