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HomeMy WebLinkAbout34828-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34484 Date: 07/28/10 THIS CERTIFIES that the building NEW DWELLING I~Dcation of Pr~erty: 445 CENTR3kL DR (HOUSE NO.) (STREET) County Tax [4ap NO. 473889 Section 106 Block 3 Subdivision Filed Map NO. Lot No. MATTITUCK Lot 22 ( H~/~L E T ) conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 22, 2009 pursuant to which Building Permit No. 34828-Z dated JULY 1, 2009 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 ONE FAMILY DWELLING WITH CONCRETE STOOPS, COVERED CONCRETE STOOP AND ATTACHED ONE CAR GAPJkGE AS APPLIED FOR PER ZBA #6201, DATED 10/16/08. The certificate is issued to JAMES & ANTEI GATANAS ( OWNER ) of the aforesaid building. SUFFOI~KCO[~I"/DEPAIIT~ENT OF t{EALTHAPPI~O%]~I, R10-08-0096 ELEcrKICAL CERTIFICATE NO. PLI~4B~ CERTIFICATION D;{f~ 131004. 07/20/10 THO~S ~FFETONE 04/26/10 o6/28/lO ~ut~or~ature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS PERMIT NO. BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 34828 Z 'Date JULY 1, 2009 Permission is hereby granted to: JAMES & ANTHI GATANAS 22-16 STEINWAY ST ASTORIA,NY 11102 for : DEMOLITION OF EXISTING SFD & DETACHED GARAGE. CONSTRUCT NEW SFD WITH REAR DECK & ATTACHED ONE CAR GAR3IGE PER APPROVED PLANS & ZBA#6201 at premises located at County Tax Map No. 493889 Section 106 pursuant to application dated JUNE Building Inspector to expire on JANUARY 445 CENTRAL DR MATTITUCK Block 0003 Lot NO. 022 22, 2009 and approved by the 1, 2011. Fee $ 2,268.00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOVVN 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: 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. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I. 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. New Construction: ~ Location of Property: qk~ [~' House No. Owner or Ownem of Properly: Suffolk County Tax Map ~qo 1000, Section Subdivision ~-~--~.-o,..~ ~z~ ~ Permit No. '~..~ I ~ Health Dept. Approval: Fees I. 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 $15.00 Date. '-/ Old or Pre-existing Building: Underwriters Approval: (check one) ~l~ur~let Lot Planning Board Approval: Request for: Temporary Certificate Fee Submitted: Final Certificatef / ?~eck one) 'LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. 670 MIDDLE COUNTRY ROAD ST. JAMES, NEW YORK 11780 (631) 265-3075 Fax (631) 265-6057 Application No.: '~ 31004 Permit Number: 348282 Block: Lot: Section Owner: Gatanas Residence Address: 445 Central Drive Municipality: Mattituck OwnerPhone NY Agent: Double Pole Electric Address: PO Box 130 Nesconset License#: dp Agent: NY 11767 No. ITEM SIZE No. ITEM SIZE No. ITEM 104 Switches: 0 SubFeeds: 0 PoolsAbvBIo: 65 Receptacles: 0 Timers: 0 PoolslnGround: 12 GFCI Devices: 0 Transformers: 0 Pools Fitter: 6 Dimmers: 2 ACEquipmentCentral: 30 0 Pools Lights: 114 MediumBaseFixturss: 0 ACEquipmentWindow 3 CO Detectors: 0 FluroescentFixtures: 0 MotorsbyHP: 0 Disposal: 0 HID: 0 Generators: 0 Metal Halide Lamps: 1 RangeOvenCookTop: 40 1 WhirlpoolHotTub: 2 RefrigUnits: 0 DryerElectrlc: 1 Microwave: 0 WalkinBox: 4 ExhaustFans: 0 WaterHeatarElectric: 0 ExhaustUnit: 0 CeillngFans: 8 SmokeDetectors: 0 SteamShower: 1 DW: 0 TrsckLightingStrip: 0 BrsadWarmers: I Laundry: 0 ElectrlcHeat: 0 GarbageDIsp: 2 HeaflngEquipMotors: FHP 0 PumpMotor: 1 CentralvaC: 0 Exit$igns: 2 Disconnects: 0 ChandellerLIfts: 0 EmergencySIgns: 0 FutureOutlets: 0 ElevatorLifts: SIZE LOCATION OF WORK : []Basemen []FirstFIoor [] SecondFIoo [] Outside [] Addition [] Survey [] NewConst. Comments New Single Family Residence Rough 2/16/10 Final 6/21/10 Rivera ~' / Additions ~OH L~ UG [] Amp: 20~0 Phase: 1_ Volts: 24~0 WireType: (~ Conductor 2/_..Q0 # Meters: I ember/.A.E./. Electrical Certificate Certificate No. 131004 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC, THIS CERTIFIES THAT OUR LOCAL DISTRICT Certificate Issued on: 6/28/2010 INSPECTOR CONDUCTED AN INSPECTION OF THE Issued to Gatanas Residence VISIBLE PORTION OF THE ELECTRICAL INSTALLATION DESCRIBED HEREIN AND iS Address: 445 Central Drive COMPLIANT WITH THE CURRENT NATIONAL Mattituck NY ELECTRICAL CODE. Double Pole Electric PO Box 130 IAEI Certified Inspector Nesconset NY '11767 FROM :. SOUTHOLD TOWN PLANNING B~ 'O FAX NO'. : 631 765 513G May. 18 %:~01 82:19PM Pi Town Hall, 53095 Meln Road P. O. Box 1179 So.hold, NewYork 11971 Fax {516) 765-1823 Telephone (516) 765-1802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD CERTTFZ CAT I ON (please print) (please PtUM~IG &HEAllNG ENT INC. MAIN RD.. I~EAD, NY 119O1 ~1-722-9618 I certify, that the solder used Xn the water suDpl¥ system con=sins lass than 2/10 of [% lead. Sworn to before me this day of CToL . County C~~r~l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~/~..FOUNDATION 1ST [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION REMARKS: 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 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FIRE RESISTANT CONSTRUCTION REMARKS: -~7-~/~/~J ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION FOUNDATION 1ST [ ,~ ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SA~-.' [ ~' INSPECTION ] FIRE RES~TANT PENETRATION [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] F~REmTANTC0m~UC'n0. [ REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ]~ON 2ND [ ~TRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] mEREgSTAHTC4XA'TmJCT~ [ REMARKS: /~-'J-7'D ~ [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SA,-.., ~' INSPECTION ] FIRE RESISTANT PENETRATIOfi DATE "~ lq, ~ I 10. INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ~FIRE RESISTANT PENETRATION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: DATE iNSPECTOR /~, ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [~ INSULATION ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: ~ DATE ~.~ -,~--- / o i N SPECTOR _~.~, ~~.~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS~LATION [ ] FRAMING / STRAPPING [,~j~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RES~ CONSTRUCTION [ ] FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [, ~ION [ ] FRAMING / STRAPPING [/,'"] FINAL FIREPLACE & CHIMNEY [ ] F~RE SAFETY #~'EC'r,o~ ) FI,EREmT~rC0.STR~0, [ ]F~RE~S~'rJ.T~..ETRA'n0. ~tEMARKS.' ,'~ ~ DATE INSPECTOR July 27, 2010 James Gatanas 445 Central Dr. Mattituck, NY,11952 To Whom It May Concern: I, James Gatanas, owner of the home at the above address, will install sod or seed to cover the remaining property by the fall of 2010. JUL 2 8 2010 BLDG. DEPI. TOWN OF SOUTHOLO Respectfully Yours, James Gatanas TOWN OF SOUTH~ BUILDING DEPAR TOWN HALL SOUTHOLD, NY 11 TEL: (631) 765-1802 FAX: (631) 765-9501 SoutholdTown.Nortl~Fork.nct 2 2 2009 BLDG. DEPI. TOWN OF SOUIHOLD Examined "~ Approved q ,20 q Disapproved a/c BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, betbre applying'? Board of Health 4 sets of Building Plans Planning Board approval ) 7- Survey ..~q ?~ '.~ Check Septic Form N.Y.S.D.E.C. Trustees Flood Pem~it Storm-Water Assessment Form Contact: Mail to: {~w%b)a ~ Phone: &31-7.~ - ItZ~ Building Inspector APPLICATION FOR BUILDING PERMIT Date '~q-~; [ b*'~ ,20o'~ INSTRUCTIONS ,' a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or arias, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (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 ~oaa3 6~M-o~ to (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 /o6~ Block O'x-~ Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of pre .mises and intended use and occupancy of,p[oposed construction: a. Existing use and occupancy / ~-t~t,~ q,~o6-t.~ .-~JZ--~ 'i'k,.,~kz--~-tar~:i ! ! b. Intended use and occupancy ~-- Brt~,,~ ~,,,o ~,~"._ 5=:=a,~! z5, ~0J ......... ~v~t ,2, t: 3. Nature of work (check which applicable): New Building ,2q Addition Alteration Repair Removal Demolition Other Work Estimated Cost ~'~ ~ ooo Fee If dwelling, number of dwelling units If garage, number of cars / (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. Ir'business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ~.~ t-/-,l" Rear "~ '~q" Depth Height I 5' ' ¢>" Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height_ Number of Stories 8. Dimensions ofentire new construction: Front Ot~'' Rear /ff~ t_/, ,' Height ?..~ c 6" Number of Stories 9. Sizeoflot: Front ~ ~'/ Rear /~,'0' Depth ~O' Rear Depth 10. Date of Purchase Name of Former Owner I 1. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES )~ NO 13. Will lot be re-graded? YES ,,~ NO Will excess fill be removed from premises? YES__ NO,~ 14. Names of Owner of premises Name of Architect ~_~,,o~ Name of Contractor Address Phone No. Addresse. o.~,,~ 't'3 /ot~rrt~t.-Phone No Address Phone No. 15 a. Is this property within 100 feet ora 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 ora tidal wetland? * YES __ NO k:7 * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ · IF YES, PROVIDE A COPY. NO/tO STATE OF NEW YORK) SS: COUNTY OF ~ue~t., ) ~ ~'/~---'-'- being duly sworn, deposes and says that (s)he is the applicant (Name of individual' ~"-'s~gning contract) above named, (S)He is the (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 pertbnned in the manner set forth in the application filed therewith. Sworn to before me this,-'q ~_ day of ~ 20 ,~y ?' Notary Public BABETTE cORNINE Notary Public. State Of New York No, 01CO5792800 O[alified n Suffolk CountY- Commission Expr~ ~ Signature of Applicant TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER FORMER OWNER / LAND TOTAL NEW SEAS. VL. IMP. NORA~AL Acre STREET U. VILLAGE Fc]rm DISTRICT SUB. ACREAGE TYPE OF BUILDING LOT /~--~-~ BELOW FARM COMM. IND. CB. MISC. DATE REMARKS ABOVE Value FRONTAGE ON WATER FRONTAGE ON ROAD Value Per Acre illable 1 E~bKJ'+EA~ Fiv. 1'3efT~/ / 2.0' illable 2 DOCK illable 3 /oodland gampland rushland ouse Plot otol ~.E_st. Mkt. Value :tension ,~('-'~/__~ Fou n d o t ia n j Basement Ext. Walls eezeway j Fire Place ,+- irage B. Both F,oors Interior Finish Heat Porch Patio Roof Type Rooms 1st Floor Rooms 2nd Floor Dormer /ooo-/~-~-~ TOWN OF SOUTHOLD PROPERTY RECORD CARD ,,~-~ OWNER STREET /__///-7/5 VILLAGE DIST. ~SUB~ LOT FOYER OWNER N E ACR. I S W ~PE OF BUILDING :ES.~O S~S. VL. FARM CO~. CB. MICS. Mkt. VQlue ~ND IMP. TOTAL DATE RE~RKS illoble FRONTAGE ON WATER '~land FRONTAGE ON ROAD ~¢ ' ~ ~7, ' : ~ Z0 ~eadowland DEPTH ~ ~ / ~ o ' ouse Plot BULKH~D ~ta I COLOR TRIM M. Bldg: Extension Extension Extension Foundation Both Dinette Porch Basement Floors K. Porch Ext, Walls Interior Finish LR. Breezeway Fire Place Heat DR. Garage Type Roof Rooms 1st Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B O.B. Dormer Driveway Total FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 30, 2008 TO: Architecnologies (Gatamas) PO Box 93 Mattituck, NY 11952 Please take notice that your application dated May 16, 2008 For permit to demolish an existing single family dwelling and accessory garage and construct a new single family dwelling and accessory garage at Location of property: 445 Central Drive, Mattituck County Tax Map No. 1000 - Section 106 Block 3_ Lot 22 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 10,666 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states that non-conforming lots, measuring less than 20,000 square feet in total size, are allowed a maximum lot coverage of 20 percent. The proposed construction notes a total lot coverage of 23.5 percent. This Notice of Disapproval was issued based on a surve% last dated May 15~ 2008~ by John Autho)ized ~gn~ ~ Note to Applicant: Any change or deviation to the above referenced application, may require fu~her review by the Southold Town Building Depa~ment. CC: file, Z.B.A. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 30, 2008 AMENDED: July 1, 2008 TO: Architecnologies (Gatanas) PO Box 93 Mattituck, NY 11952 Please take notice that your application dated May 16, 2008 For permit to demolish an existing single family dwelling and accessory garage and construct a new single family dwelling at Location of property: 445 Central Drive, Mattituck County Tax Map No. 1000 - Section 106 Block 3 Lot 22 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 10,666 square foot lot, with two front yards, in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states that non-conforming lots, measuring less than 20,000 square feet in total size, require a minimum front yard setback of 35 feet~ and a minimum rear yard setback of 35 feet. The proposed construction notes a front yard setback of 27.5 feet (Inlet Drive) and a rear yard setback of 22 feet. This Notice of Disapproval was issued based on a survey~ last dated May 15~ 2008~ by John Metzgor~L-2g~aod-ar.,r~led on July 1~ 2008~ following an updated survey dated June 20, 2008. ~~ll~o~ed ~~at~e_~- Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. APPEALS BOARD MEMBERS Gerard P. Goehringer. Chairman Ruth D. Oliva Jan~s Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman Mailing Address: Southold Town Hall 53095 Main Road · EO. Box 1179 Southold, NY 11971 0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.north fork.net ZONING BOARD OF APPEALS TOWN OF SOUTI-IOLD Tel. (631) 765-1809 · Fax (631) 765-9064 FINDINGS, DELIBERATIONS, AND DETERMINATION MEETING HELD OCTOBER 16, 2008 ZBA # 6201 - JOHN GATANAS, Applicant PROPERTY LOCATION: 445 Central Drive, Mattituck CTM 106-3-22 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicant's property is a non-conforming 10,666 square foot lot in the Residential R-40 District, improved with a single-family dwelling and a detached garage.. The lot runs 65 feet along the south side of Central Drive, 95 feet along the east side of Inlet Drive, 90 feet along the southern boundary, and 120 feet along the eastern boundary. BASIS OF APPLICATION: Request for a Variance under Section 280-124, based on the Building Inspector's amended July 1, 2008 Notice of Disapproval concerning a new d~velling and accessory garage, after demolition of the existing dwelling. The new construction is proposed at less than the code-required minimum front yard setback of 35 feet and less than 35 feet from the rear lot line. RELIEF REQUESTED: The applicant seeks variances to construct with a reduced front yard side setback of from 35 feet to 27.5 feet and with a reduction of the rear setback from 35 feet 22 feet, at its closest points. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted, and personal inspections, the Board makes the following findings: 1. Town Law § 267-b(3)(b)(3)(1). Grant of setback variances will not have an adverse environmental effect on the character of the neighborhood or be a detriment to nearby properties. The house has two front yards and faces the street from which the setback is conforming. The property is screened by hedges from Inlet Drive on the nonconforming side. 2. Town Law § 267-b(3)(b)(2). The benefit of a larger and more inodern house in place of one that is to be demolished cannot be achieved by some ~nethod, feasible for the applicant to pursue, other than area variances. The lot is narrow and the proposed house will conform to the eastern side set back and be less than 48 feet wide. Page 2 - October 16, 2008 ZBA # 601 - John Gatanas CTM 106-3-22 3. Town Law § 267-b(3)(b)(3). The variance relief is not substantial. The setback proposed for on the second front yard is 7.5 feet, or 21% of a reduction. The proposed rear yard setback, while it is 13 feet or 37%, is the result of a new attached garage which will replace an existing accessory garage that currently exists at less than five feet from the rear lot line boundary. 4. Town Law Section 267-b(3)(b)(5). The need for a variance was self-created only so far it is a result of a decision to replace a smaller house with a larger one on a narrow lot. 5. Town Law Section 267-b(3)(b)(4). No evidence has been submitted to suggest that grant of this relief will have an adverse impact on physical or environmental conditions in the neighborhood. 6. Town Law ,~267-b. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new house with garage on his property, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Simon, seconded by Member Weisman, and duly carried, to GRANT the variances as applied for, as shown on the December 19, 2007 survey, amended June 20, 2008 by John T. Metzger, and Construction Drawing #A-l, A-4, and A-4.1 dated 7-17-08. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Oliva (Vice Chairwoman), Dinizio, Simon and Weisman. This Resolution was duly adopted (4-0). Chairman Goehringer was absent. Ruth D. bli~va, Chairwoma~ -10/7~/2008 Approved for Filing Item Number:. Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.~ THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A /{~OO /O I~ C~, ~-~/-~ STORM-WATER~ GRADINGt DRAINAGE AND EROSION CONTROL pL~_u District Section Ble~k Lot Gl=It, Il-lED BY A DESIGN PROFESSI{~NAL IN THE STATE OF NEW YORK (NOTE: A Check Mark (~) for each Question Is Required f~- 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 rumor ~realed by site clearing aed/or construction activities as wel~ as all Site improvements and the permanent creation of ~oue surfaces.) Does the Site PMn and/or Sun~ey Show Ail Proposed Drainage Structures rndicaling Size & Location? l~is Item shall include all Proposed Grade Changes aed Slopes Controlling Surfaco WaterFIowi Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involvthg more than 200 Cubic Yards of Material within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Natural Water Coume Running through the Site? rs lhis Project within the Trustees jurisdiction or within One Hundred (1 Off) feet of a Wet and or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen 051 feet of Vedical Rise to One Hundred (100') of Horizontal Distance? ~fill Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-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 Ddveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodelain gl any Watercourse? NOTE: If Any 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 Permitt EXEMPTION: Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Cordrol Plan is NOT Required! Yes No STATE OF NEW YORK~ COUNTY OF...'~....V.~'gv ~-g~ ............................... SS That I, ~-'~'/~'-~ be' dui sworn de oses and sa stha ............................................. mg y , p ' ' ' y t he/s ~e is me applicant for Permit, And that he/she is the ......... ~.S,~..~7L~... ........................................................................................................................................ 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 statemenU 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 herewith. Sworn..~....~...~t° before me this; da of ~')/~' / / ~ ~' ......................... ........... Y ....... .............. BABETTE CORNINE Notary Public, State Of New York No. 01 CO5792800 Quahfied In Suffolk County ~-------¢ommission Expire~ (Signature of Applicant) FORM - 06~07 P.O,Box 93 June 24, 2009 Town of Southold Building Department Southold, N.Y. 11971 Re: S.C.T.M. # 1000-106-03-22 Mr. & Mrs. Gatanas 445 Central Drive Mattituck, N.Y. 11952 To Whom It May Concern, As per your request the proposed Gatanas Residence will contain the following drainage system to adequately contain a 2" rainfall: Roof Area- 2533 sq.ft, x .167 = 423 cu.ft. Provide four (4) new 4' high basins to provide 600 cu.ft. Please feel free to contact our office at 631-298-1129, or mail to: Frank Notaro, R.A. P.O. Box 93 Mattituck, N.Y. 11952 Sincerely Yours, Frank Notaro, R.A. JUN 2 4 2009 BLDG. DEPT. TOWN OF SOUIHOLD BUILDING PERMIT EXAMINER CHECKLIST Applicant: ~c~C~Lv~Ol6~ t~ SCTM#1000-[0(~- ~- ~5~ Subdivision: Property Address: /¢4V ~--~ *Date Submitted:b /~2/06/O~ *Date Reviewed:Z /~/06/OC~ Estimated Cost: ~b ~ Zone: e ~ Conforming? City: ~+~ ~ PreCOs? Building Permits (Open/Expired): BP__-Z / C/0 Z- , Info: BP__ -Z / C/0 Z- , Info: BP__ -Z / C/0 Z- , Info: Single & Separate Search Required? Y orfl~etermination: REQ. Lot Size: ¢ Vd)~) ..~CT. Lot Size: REQi FroLg~ ACT. Front ~_~REQ Side ?Z~,6- ACT. Side REQ. Heigh-'l"-~..'5..5~ ACT. Heigant~%~. ~d, Project Desgription: tT~ .lk('lqC~ Waterfront? Y or 1~. If yes, water body: Panel# iq ~Flood Zone: BP -Z / C/0 Z- , Info: BP -Z / C/0 Z- , Info: REQ. Lot Cov. ODO ACT: Lot Cov. /.'5 REQ. Rear [fiD- PROP. Rear Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health.~or N-If yes, '~Bed#: (J9 *Date: J///0/0~C2*Permit#: t~d0 -03- D(J~t(Trown Septic: - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC9/II75 Y or ~-- Date: / / Permit #: Southold Trustees: Y or.~- Date: __/__/__ Permit #: Southold ZBA: ~r N- Date:/t~ //d2/~)f Permit #: ~ ~ 0/ Southold Planning: Y or/Date: /__/__ Permit #: Town Landmark C of A: Y or N~)TE: / / or NJ Letter - Notes: or NJ Letter - Notes: - Notes: - Notes: *NYS CODE Compliance (page 2): Y or N Notes: Fee Structure: Foundation: \ [o~ SF First Floor: ,~0~z~ SF Second~.Floor: [57 O SF Other: Dg4qq 0 l.-?)O~ SF Total: SF Calculation: + hfitial Fee: $ O. 00, 00 + Additional~Fee ( ~: $~ SF)-( OO0_SF)= lO0'~Y SFX$:"~'~ + Initial Fee: $ '7/)~ OD + Additional Fee ( ): $ TOTAL: ScrUff, O0 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAP~/~IC D~SIGN CRITERIA: Grounfl Snow Load: 45 Wind Speed: 120MPH Seismic D~slgn Category: Weathering: Severe ~/ Frost Depth: 36" J Termite: M~H Decay: S-M Design Temp: 11 L/ Ice Shield Underlay: YES .,/ . , Flood Hazards: USE/OCCUPANCY CLASSIFICATION: · HEIOHT/FHkE AREA: (~(49 ¢( / /'' TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERE~~ FULL FRAM1NG D ES IGN ELEMENTS HEA]DERS: lf/N WALL sTUDs:,J~/N CEILING JOISTS: ~/N FLO,OR JOISTS: ~//N LIIIVIBER SPECIES AND GRADE: DESIGN LOAD CALCULATIONS:~[N Lw : I)EX : snow: ROOF RA~TERS .~tf/N v, rIND: ~i~/N WINDOW AND DOOR SCHEDULE: -MISSLE TEST REQUIREB'IENTS: EGRESS 5.7 S.F.:/~/N LIGHT 8%: ~/N NAILING/CONSTRUCTION,,, SCHEDULE: MEANS OF EGRESS: PLUMBING RISER DIAGILAM: LOCATION OF FDLE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERT~ICATION ENERGY CALCS (~/N TOTAL COMPLIENCE? 9/N (RETURN TO PAGE ONE) __REScheck Software Version 4.2.2 Compliance Certificate Project Title: Gatanas Residence Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached '1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 16% Heating Degree Days: 5750 Construction Site: 445 Central Dr. Mattituck, NY 11952 Owner/Agent: John Gatanas 207-12 27th Ave, Bayside, NY 11360 Compliance: 15.6% Better Than Code Maximum UA: 733 Your UA: 619 Designer/Contractor: Frank Notaro Architecnologies 13405 Main Rd. P.O.Box 93 Mattituck, NY 11952 631-298-1129 architecnologies@yahoo.com Ceiling 1: Flat Ceiling or Scissor Tr~ss Wall 1: Steel Frame, 16" o.c. Window 1: Vinyl Frame:Double Pane with Low-E Window 2: Vinyl Frame:Dooble Pane with Low-E Window 3: Vinyl Frame:Double Pane with Low-E Window 4: Vinyl Fran~:Double Pane with Low-E Window 5: Vin' I Frame:Double Pane with Low-E Window 6: Vin' I Frame:Double Pane with Low-E Window 7: Yin' I Frame:Double Pane with Lo,~E Window 8: Vin, I Frame:Double Pane with Low-E Window 9: Vin' I Frame:Double Pane with Low~E Window 10: Vin Window 11: Yin Window 12: Yin Window 13: Vin Window 14: Vin Window 15: Vin Window 16: Vin Window 17: Vin Window 18: Vin Window 19: Vin Window 20: Vin Window 21: Vin Window 22: Vin Window 23: Vin Window 24: Vin Window 25: Vin Door 1: Glass Door 2: Glass Frame:Double Pane with Low-E Frame:Double Pane with Low*E Frame:Double Pane with Low-E Frame:Double Pane with Low-E Frame:Double Pane with Low-E Frame:Double Pane with Low-E Frame:Double Pane with Low-E Frame:Double Pane with Low-E Frame:Double Pane with Low-E Frame:Double Pane with Low*E ~1 Frame:Double Par~ with Low-E 4 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 1520 34OO 30 30 11 11 19 3 22 22 22 22 5 5 15 11 25 25 12 11 11 11 11 14 14 44 22 44 32 19.0 11.0 38.0 26 21.0 99 0.330 10 0.330 10 0.330 4 0.330 4 0.330 6 0.330 1 0.330 7 0.330 7 0.330 7 0.330 7 0.330 2 0.330 2 0.330 5 0.330 4 0.330 8 0.330 8 0.330 4 0.330 4 0.330 4 0.330 4 0.330 4 0.330 5 0.330 5 0.330 15 0.330 7 0.310 14 0.310 10 Project Title: Gatanas Residence Report date: 06/16/09 Data filename: \\Computer-a\office projects\GATANAS\Gatanas_rescheck.rck Page I of 7 Door 3: Solid Door 4: Glass Door 5: Solid Basement Wall 1: Solid Concrete or Masonry Wall height: 8.0' Depth below grade: 5.9' Insulation depth: 2.0' Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space Boiler 1: Other (Except Gas-Fired Steam) 80 AFUE 18 0.310 6 32 0.310 10 18 0.310 6 1689 17.0 9.0 257 1689 11.0 21.0 47 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 2007 New York 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. Project Title: Gatanas Residence Report date: 06/16/09 Data fllename: \\Computer-a\office projects\GATANAS\Gatanas_rescheck.rck Page 2 of 7 REScheck Software Version 4.2.2 Inspection Checklist Ceilings: Ceiling 1: Fiat Ceiling or Scissor Truss, R-I 9.0 cavity + R-38.0 continuous insulation Comments: Above-Grade Wails: [] Wall 1: Steel Frame, 16" o.c., R-11.0 cavity + R-21.0 continuous insulation Comments: Basement Walls: [] Basement Wall 1: Solid Concrete or Masonry, 8.0' ht / 5.9' bg / 2.0' insul, R-17.0 cavity + R-9.0 continuous insulation Comments: Exterior insulation has a dgid, opaque, weather-resistant protective covering that covers the exposed (above~jrade) insulation and extends at least 6 in. below grade. Windows: [] Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Yes No Comments: Window 2: 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 3: 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 4: 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 5: 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 6: 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 7: Vinyl Frame:Double Pane with Low-E, U-tactor: 0.330 For windows without labeled U-factors, deschbe features: #Panes Frame Typo 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: Project Title: Gatanas Residence Report date: 06/16/09 Data filenarce: \\Computer-a\office projects\GATANAS~Gatanas_rescheck.rck Page 3 of 7 · #Panes Frame Type Thermal Break?__ Yes No Comments: Window 9: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factom describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Window 10: 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: Window It: 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: Yes No No [] Window 12: 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 13: Vinyl Frame:Double Pa~ with Low-E U-factor: 0.330 For windows without labeled U-factors describe features: #Panes Frame Type Thermal Break? __ Yes Comments: 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? __ Yes __ Comments: No ~1 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: [] Window 18: 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 Yes__No [] Window 19: Vinyl Frame:Double Pane with Low-E U-factor: 0.330 For windows without ~abeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes Comments: 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 Project Title: Gatanas Residence Report date: 06/16/09 Data filename: \\Computer-a~office projects\GATANAS\Gatanas_rescheck.rck Page 4 of 7 [] 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 [] Window 22: 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 23: 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 24: 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 25: 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 Doors: Door f: Glass, U-factor: 0.310 Comments: Door 2: Glass, U-factor: 0.310 Comments: Door 3: Solid, U-factor: 0.310 Comments: [] Door 4: Glass, U-factor: 0.310 Comments: [] Door 5: Solid, U-factor: 0.310 Comments: Floors: [] Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-11.0 cavity + R-21.0 continuous insulation Comments: Heating and Cooling Equipment: [] Boiler 1: Other (Except Gas-Fired Steam): 80 AFUE 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 materials. 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 and Installation: [] Materials and equipment are installed in accordance with the manufacturer's installation instructions. [] Materials and equipment are identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. [] Insulation R-values and glezing U-factors are cleady marked on the building plans or specifications. Project Title: Gatanas Residence Report date: 06/16/09 Data filename: \\Computer-a\office projects~GATANAS\Gatanas_rescheck.rsk Page 5 of 7 ILl Insulation is installed according to manufacturer's instructions, in substantial contact with the sun'ace being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: [] Ducts in unconditioned spaces or outside the building are insulated to at least R-8. [] Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: I~ All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). L.] The HVAC system provides a means for balancing air and water systems. Temperature Controls: I~ Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] 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 cimulating system. ~1 Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: [] Cimulating hot water pipes are insulated to the levels in Table 1. 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. Swimming Pools: FI 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. Project Title: Gatanas Residence Report date: 06/16/09 Data filename: \\Computer-a\office prejects\GATANAS\Gatanasrescheck.rck Page 6 of 7 'Table I: 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. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(OF) 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: Gatanas Residence Report date: 06/16/09 Data filename: \\Computer-a\office pmjects\GATANAS\Gatanas_rescheck.rck Page 7 of 7 N rEST HOLE DA TA GEOSCIENCE I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and w/ii ab/de by the conditions set forth therein and on the to construct. Elevations referenced to an assumed datum. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A [40LATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATICg~I LAW, EXCEPr AS PER SECTION ?209-SUBDIVISION 2. ALL CEf~TIr~CATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE-IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON, AREA-10,666 SO. FT. DWE~(NG ~4i'H P~LIC I~4TE~  Cg, NT'~r. DRIVE SURVEY OF PROPERTY A T MA TTITUCK TO WN OF SOUTHOLD SUFFOLK COUNTI~, ~.. 1000-106-03-22 SCALE: DECEMBER 19, 2007 May 7, EO08 (PROP. HSE.) MAY 15, 2008 (LOT COVERAd~/ dUNE 2p~ 2008 (HOUSE) J 90. 00' LOT 165 OI~UNG Y~TH PU8UC WA[ER LOT NUMBER; REFER TO BLOCK 12 MAP OF "CAPTAIN KiDD ESTA T~, ~" FILED tN THE SUFFOLK COUNTY CLERK'S OFFICE ON ~ .INUARY 19, 1949:; AS FILE NO. 1672. VACANt' LOT COVERAGE HOUSE 1679 sq.H. GARAGE 2,17 sq. lt. DECK d STOOP 175 sq. ll. 2082 sq, lL 2082/ IC6~6 = 19.5% LOT 156 DWELL/iV~ WiTH PUBLIc WATER LOT 164 VACANT 49618 (631) 765- ~0 Lf.~A~C"~ I) 765- 1797 P.O. BOX 909 SouTHo~D, ~.x ~ ! 07--~7 HSE fl~ Ilr e144 ~) ISOC GAL CY~D~C~L SEPT~ TANK EXISTING CESSPO0~ TO B~ FILL~D ~N OR R~O DWELLING MT~ PUB/lC WA TER C~J~rTRAL PUBLIC Wd TER JV Si'REEF DRIVE SURVEY OF PROPERTY A T MA TTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY,N.Y. 1000-10~-0~-£2 SCALE: 1'--30' DECEMBER 19, 2007 May 7, 2008 (PROP. HSE.) MAY 15, ZO0~ (LOT O~tR~,,,~7 JUNF ~C~, 2'C(5 (Hr'.= /77 SEPT. 90, 200~:~..."c" -'r. '~ ~ c-r,~' VACANT TEST HOLE DA TA McDONALD GEOSCIENCE I am familiar w/th the STANDARDS FOR APPROVAL AND CONSTRUCT/ON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAM/L Y RESIDENCES and will abide by the conditions set forth therein and on the qV~ELLING WITI-j PUBUC WATER LOT COVERAGE HOUSF 1659 sq./t. DECK d STOOF 2082 Sq.l'. LOT 156 DWELLIN~ WIYH PU~UC WA T£R permit to construct. Elevations referenced to on assumed datum. The location of wells and cesspools shown hereon ore from field observaUons and or from data obtained from others. ANY ALTERATION OR ADDlllON TO THIS SURVEY IS A ~10LATION 90.00' °*2'~ t '" ....... ~" LOT 165 ~ .. >,, ,,,, O~LL/N¢ MTH /=ueuc w~m LOT 164 ~ i~ ' ~ ~ .'~ ~ .~¢.:N, KSi L~. NO. 496/8 12,70 TRA ~_~S~ET I 50UTHOLD, N.E 11971 VACANT OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAV~ ~ EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIfTCATIONS ~ ~ LOT NUMBERS REFER TO BLOCK 12 MAP OF "CAPTAIN KIDD ESTATES" FILED IN ~E SUFFOLK COUNTY CLERK'S AREA'lO,666SO.~. ~ OFF/CE ON ~.~NUARY19, 1949 AS riLE NO. 1672. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR VR4OSE SIGNATURE APPEARS HEREON. LOT AREA = 10,666 SQ. FT. NOV 4 2009 BLDG. DEPT. TOWN OF SOUI'HOLD CENTRAL DRIVE S 86'00'30"£ 65.00' //~5.00' f L=59.27' --27.5' I-I f-I 47,5' N 86'00'30"W chain I;nk 90.00' LOT NUMBER 165 -Xm 4.1'N 1.0'E 0 0 /ferlce O.2'E CERTIFIED ONLY TO: / N.Y. No. HA'ROLD F. TRANCHON JR. PENN. LIC. No. 2115-E 10-26-2009 FOUNDATION LOCATION JOEl No. 09--202 FILE No. CAPTAIN KIDD ESTATES SURVEYED FOR LOT NUMBER 155 MAP OF CAPTNN KIDD ESTATES, BLK 12 SITUATED AT MATi'iTUCK TOWN OF SOUTHOLD, SUFFOLK COUN'TY, N.Y. SCALE 1" = 30' DATE 9-28-2009 F~LED MAP No. 1672 DATE 1-19-1949 TAX MAP No. (REF ONLY) 1000-10~-3-22 DISK 2009 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P,O. BOX 616 1666 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 11792 631-929-4-695 I~.OT ~ = 10,~6 SQ. Fr. CENTRAL DRIVE S 86"00'30"£ 65.00' , . '~ / L=39.27 .~ ~ ~ ?.O'E I  17.¢ ' ' 170' ~'~ ~ I ~ ~ 23.0' ~' . ~ ' ~;: ~"~ ~ ~ ~ c .~ ;,: ( ~ liE:: LOT NUMBER 165 ' ' :: ';~ ~*:~/ ~,';~ I 4-15-2010 R~ ~ ~~:"' ~: ~m '~ 10-25-2~ FOUN~ L~ON ~~~~~ ~ No. ~-202 R~ N=. ~NN KIDD ~~~m~*~~ LOT NUM~ 1~ ~ OF ~ KIDO E~A~, ~ 12 ~~~~m~~ ~ OF S~O~, SU~O~ ~UN~, N.Y. ~E 1' = ~' DA~ 9-28--20~ R~D ~ No. 1672 ~ 1-19-1949 CER~RED ONLY TO: T~ ~ No. (~ ~L~ 1~-1~-5-22 DISK 2~ ~ROLD F. T~NCHON JR. P.C. LAND SU~EYOR // .~4~,~ ~ P.O. BOX 6~ ~,,~ [ ~, t ~,, ~66 WADI~ RNER-~R RD. WADI~ RNER. N.Y. L~. No. 0+B992 65~92~ HAROLD F. T~NCHON JR. PENN. L~. ~. 21~-E APR ~ 3 2010 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 BEQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION, 8. THE CONTRACTORB 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 OAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO TO ALL APPLICABLE CODES, 5, 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 "EXTRAS" FOR ANY AND ALL FIELD CONDITIONS / SUBSTANTIAL CHANGES SHALL BE DOCUMENTED WITH THE COST OP APPROVED BY OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK, 9. DOUBLE FLOOS 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 LQ, 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, 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, CONSTRUCTION LEGEND NEW EXTERIOR PARTITION - 2" X 6" WOOD STUD WALL W/1/2" CDX PLYVVOOD, EXTERIOR SHEATHING ( ~YVEK WRAPPED & TAPED). PROV 5" EXPOSURE VINYL "CEDAR IMPRESSIONS" BY CERTAINTEED OR APP, LQ, (TYPICAL ALL AREAS), ALL EXTERIOR TRIM AS NOTED ON THE CONTRUCTION PLANS. NEW INTERIOR PARTITION - 2" X 4" WOOD STUD WALL W/1/2" COX INTERIOR SIDE - I LAYER 1/2" GYP. BO. SCREWED/TAPED BOTH SIDES, INTERIOR TRIM - 3 1/2" SQUARE POPLAR TRIM W/OGEE "ROUTE" ON ALL DOORS/WINDOWS 6" SQUARE POPLAR BASE W/OGEE "ROUTB". ALL WINDOWS W/BO~FOM SILL, U,O,N, PROVIDE MOISTURE RESISTANT GYP, BD. (GREEN BDO FOR ALL BATHROOM WALLS AND CLGS. PROVIDE CEMENT WALL BO, FOR ALL I TILE LEGEND ~ 10" CERAMIC ~IL~'- ['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, Fo1jr21 6"I 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. INSULATION NOTES PROV, ,ADDITIONAL S/4" FOIL FACED FOAM BOARD UNDER ALL NEW CONSTRUCTION. NEW EXTERIOR WALLS', 2'X6" WOOD STUD, R-21 FOIL FA, HIGH DENSITY INSULATION BY 'CERTAINTBEO~ OR APPROVED EQUAL. NEW ATFIC/ROOF: R-38 KRAFT-FA, INSULATION BY 'CERTAINTEED~ OR APPROVED EQUAL. CRAW~ SPACE: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES iNTERIOR WALLS: R-21 DA'IT INSULATION GARAGE CEILING: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES AC/HEATING NOTES PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, PROVIDE TWO 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 ONE VAUGHN 70 GAL. INDIRECT HOT WATER HEATER, UNLESS OTHERWISE NOTED, ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, ETC,, AND ONE 275 GALLON FUEL TANK, UNLESS OTHERWISE NOTED. TVVO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS OTHERWISE NOTED, I'VVO 'RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSORS UNLESS OTHERWISE NOTED. TWO HOT WATER COILS, CEILING/FLOOR OUTLETS AS PER ENGINEERING SPECIFICATIONS, ONE RETURN ON SECOND & FIRST FLOORS. NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM, DOOR SCHEDULE FIRST/SECOND FLOOR- EXTERIOR DOORS - ANDERSON DOOR ¢ WIDTH: HEIGHT: DOOR MAT'L OPERATION: LOCATION: (~ EXT, 6'-0" 7'-0" T,B,D. LEFT FOYER ALLOW $8,500 ALLOWANCE, INSTALLED BY CONTRACTOR "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE I 1/2 HR.F.P,B.C. 'JELD-WEN CAMBRIDGE SERIES" I FOYER/BASE. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOABD CORE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTIOLEBOARD CORE SHOWE,R DO~R "FRAME,LESS" WITH BRUSH CHROME HINGES, ®EXT. I 6-1 8/5 I6,-101/21 MARVIN-6068I SL,DER I L.V,NG.OOM MARVIN - "ULTIMATE SERIES" MARVIN - "ULTIMATE SERIES" PASSAGiE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE "JELD-WEN CAMBRIDGE SERIES" SOLIB PARTICLEBOARD CORE 1 1/2 HR.,F.P,S.C. "JELD-WEN CAMBRIDGE SERIES" I GARAGE~ I 1/2 HR.,F.P.S.C. "JELD-WEN CAMBRIDGE SERIES" GARAGE DOOR - 1/2 HP MOTOR WITH TWO REMOTE CONTROLS I 1/2 HR,,F,P,S,C, 'JELD-WEN CAMBRIDGE SERIES" I BASEMENT JELD-WEN CAMBRIDGE SERIES SOLID PARTIOLEBOARD CORE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE "JELD-WEN CAMBRID~IE SERIES" SOLID PARTICLEBOARD CORE JELD-WEN CAMBRIDGE SERIES SOLID PARTICLEBOARD CORE 2ND FL. BATH SHOWER DOOR "FRAMELESS" WITH BRUSH CHROME HINGES, "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE "JELD-WEN CAMBRIDGE SERIES" SCUM PARTICLEBOARD CORE 2NDFL, BDRM. 'MELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE 2ND FL, BDRM, "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE SHOWER DOOR "FRAMELESS" WITH BRUSH CHROME HINGES, "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE ALL INTERIOR DOORS TO BE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE- COMBINATION WOOB/MDF 1-3/8" G.C, TO PROVIDE SEPERATE ALLOWANCE FOR ALL EXTERIOR AND INTERIOR HARDWARE ALL BE SCHLAGE HE. AW DUTY SATIN INIOKEL OR APP, LQ, PROVIDE SCREENS FOR ALL EXTERIOR DOORS 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" COLOR T,B.D, RECESSED DOWNLIGHTS TO BE "LIGHTOLIER" OR APP, EQ, TRIM - WHITE, NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS, DOWNLIGHTB, VERIFY LOCATIONS OF ALL ELEC, DEVICES WITH CLIENT, DUPLEX ELECTRICAL RECEPTACLE (~DBDOUBLE DUPLEX ELECTRICAL RECEPTACLE (~soDUPLEX SEPARATE CIRCUIT RECEPTACLE ~beFiDUPLEX RECEPTACLE/GROUND FAULT INTERRUPT I~FL,DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE $WALL SWITCH Sa 3-WAY WALL SWITCH 4-WAY WALL SWITCH SDsRECESSED DOOR ACTIVATED SWITCH · I~ RECESSED DOWNLIGHT (IO0W)" LIGHTOLIER" OR APP, EQ, ~ EXTERIOR RECESSED DOWNLIGHT (10OW)" LIGHTOUER" OR APP, EQ. ~ae CEILING MOUNTED JUNCTION BOX ~aB WALL MOUNTED JUNCTION BOX ~aB WALL MOUNTED DUAL SPOTLIGHT ~F NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT WITH DUAL SWITCH AT WALL. FIXTURE TO BS SUPPLIED BY OWNER. ~EF NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST FAN/LIGHT WITH DUAL SWITCH AT WALL, 'BROAN" HEAW DUTY UNIT OR APP, EQUAL. '~T NEW TELEPHONE RECEPTACLE "~ c NEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT, CONTROL BOX) <:]ST NEW STRUCTURED CABLE (TO BE WIRED TO CENT. CONTROL BOX) · sD SMOKE/CARBON MONOXIDE DETECTOR: TO BE WIRED TO CENTRAL CONTROL BOX. ~i~DB NEW DOORBELL NOTE: ALL OUTLETS IN GARAGE AREA TO BE ON A S,C, NOTE: PROVIDE ALLOWANCE FOR A GENERATOR - LOCATION T.B.D, THE FOLLOWING APPLIANCES TO BB RUN BY GENERATOR: BOILER, HOT WATER HTR., RBFR[G,, KITCHEN DH. LTS, & FOYER LT, PLUMBING LEGEND PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS · P 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 ATTENUATING INSULATION (TYP, ALL AREAS) · PROVIDE FROST FREE HOSE BIBS, HB · S SHOWER HEAD (FROST FREE SHOWER BODY) GAS LINE FOR', BBC, DRYER & OVEN: GAS TANK LOCATION AS NOTED ~G ON SITE SURVEY, WITHIN THE INNER GRASS AREA OF THE CIRCULAR DRIVEWAY, NOTIFY OWNER IN CASE OF RELOCATION, ALL SUPPLY &WASTE LINES ARE TO BE INSULATED WITH SOUND A~FENUATING INSULATION, (T~P, ALL) OWNER TO SELECT STYLES OF FIXT, INCLUDING THE FOLLOWING: SINKS, TOILETS, TUBS, FAUCETS, TUB FIXT., & SHOWER CONTROLS. FIXTURE ALLOWANCE TO BE PROVIDED TO OWNER BASED ON TYPES OF FIXTURES SELECTED, ALL FIXTURES TO BE PURCHASED AND INSTALLED BY THE PLUMBER. UNLESS OTHERWISE SPECIFIED BY OWNER (2) 4'-0" X 6'-2" 5' QTY- 3 (2) 3'-0" X 4'-10" t 4'-1 0" WEST ELEVAT,I O N WINDOW SCHEDU'LE ALL WINDOWS TO BE ANDERSEN 400 SERIES, FIRST FLOOR ANDERSEN REFER, NO, ROUGH OPENING WIDTH ROUGH OPENING HEIGHT QUANTITY MISC. NOTES CUSTOM 8L0"V,I,F, 1'-2" I TRANSOM CUSTOM 6'-1 5/8" 1'-2" I TRANSOM CUSTOM EYEBROW WINDOW: 1 PLUMBING FIXTURE LIST: BATHROOM FIXTURES: BY KOHLER 0,/ERIEY WITH OWNER) TOILETS: ClMARRON COMFORT HEIGHT TWO PIECE - K-3497-RA SINKS: THOREAU UNDEROOUNTER LAVATORY - K-2907-4U SINK FAUCETS: FORTE WIDESPREAD LAV, FAUCET - K-10272-4G SHOWER TRIM KIT: FORTE ESSENTIALS PERFORMANCE PACKAGE - K-10827-4 PROVIDE CUSTOM SHOWER PANS PROV. ALL NECESSARY PLUMBING VENTS SHOWER BODIES BY "KOHLER" PROVIDE TOILET SEATS VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE GLASS SHOWER DOORS BY OTHERS KITCHEN FIXTURE LIST: KITCHEN SINK: UNDERTONE - K-3153 FAUCET: AVATAR SINGLE CONTROL PULLOUT FAUCET - K6350 VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE, PANEl LEGEND (REFER TO TABLE 1609,1.4) PANEL SIZE REF, TMPE AND # OF SCREWS WIDTH [ HEIGHT QTY. (~) ,¢8 SCREWS @ 12" O,C, (2) 4'-0" X 6"-2" "A" HORIZONTAL - 6 VERTICAL - 18 0'-5" X 6'-2" 1 '¢8 SCREWS ~ 12" O,C, "B" HORIZONTAL - 12 VERTICAL- 10 (2) 3LO" X 4'-10" 3 "B" #8 SCREWS @ 12" O,C. "B1" HORIZONTAL - 12 VERTICAL- 12 (2) 3'-0" X 6'-4" 4 "C" #8 SCREWS ~ 12" O,C, "O1" HORIZONTAL - 6 VERTICAL - 10 ¢8 SCREWS @ 12" O,C. "D" HORIZONTAL - 12 VERTICAL - 8 (2) 3'-0" X 4'-4" 1 "D" #8 SCREWS <~ 12" O,C. "D1" HORIZONTAL - 12 VERTICAL - 10 (2) 3'-0" X 4'-4" 1 #8 SCREWS ~ 12" C.C. 'E" HORIZONTAL - 6 VERTICAL - 8 3'-3" X 4'-10" 7 "El" HORIZONTAL - 6 VERTICAL - 12 #8 SCREWS ~) 12" O,C. 'F" HORIZONTAL - 10 VERTICAL - 6 3'-4" X 5'-11" 2 ['H" #8 SCREWS ~ 12[' O.C. (2) 4'-0" X 6~-4'' "H1" HORIZONTAL - 14 VERTICAL - 12 0'-6" X 6'-4" 1 "J" #8 SCREWS @ 12" O,C. "Jl" HORIZONTAL - 8 VERTICAL - 10 (2) 2'-8" X 5~-6" 1 #8 SCREWS @ 12" O,C, "K" HORIZONTAL - 8 VERTICAL - 4 1'-9" X 5'~1" 1 #8 SCREWS @ 12" O,C, 3'-4" X 7'-2" 2 (~) HORIZONTAL - 3 VERTICAL - 12 (~ #8 SCREWS @ 12" O,C. (2) 4'-0" X 6~-0'' ,4' pTy- 2 6,,~ (2) 4'-0" X S'-O" 0'-6" X 8~-0'' NOTE: CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO ANY AND ALL CHANGES TO THE CONSTRUCTION DRAWINGS DUE TO FIELD CONDITIONS, CLIENT REQUESTS, AND OR GENERAL CONTRACTOR REVISIONS. DRAWING LIST A-N A-D A-0 A-'l A-t .1 A-2 A-2,1 A-2,2 A-2.3 A-2.4 A-3 A-4 A-4.1 A-5 A-6 DRAWING NOTES/PANEL PLAN DEMOLITION PLAN FOUNDATION PLAN FIRST FLOOR CONSTRUCTION PLAN FIRST FLOOR DECK FRAMING PLAN SECOND FL, CONSTRUCTION PLAN SECOND FL. DECK FRAMING PLAN SECOND FL. CEILING FRAMING PLAN ROOF FRAMING PLAN ROOF PLAN BUILDING SECTION BUILDING ELEVATIONS BUILDING ELEVATIONS PLMB, RISER DIAG,/NAILING SCHED. ENERGY CALCULATIONS INTERIOR/EXTERIOR TRIM: INTERIOR WlndsorONE CLASSIC COLONIAL BASE MOLDING: WOBMO01 WINDOW SILL: ,(PICTURE FRAME) VERIFY W/OWNER PRIOR TO ORDER, WINDOW & DOOR CASING: WOBB001 ~ WOOS001 CROWN MOLDING: WOOMO01 - VERIFY WITH OWNER VERIFY.W/OWNER TRIM ORDER PRIOR TO PURCHASE, ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS OTHERWISE NOTED. EXTERIOR AZEK TRIMBOARD WINDOW & DOOR TIM; PICTURE FRAME - 5/4" X 6" AZEK CORNER BOARD TRIM: 8/4" X 8" AZEK FREEZE BOARD: 8/4" X 6" AZEK FASCIA TRIM: 5/4" X 5" V.I,F, AZEK SOFFIT MATERIAL: 1/2" X 5 1/2" AZEK BEADBOARD ALL EXTERIOR TRIM TO BE PAINTED WHITE, VERIFY MATERIAL TYPE WITH OWNER PRIOR TO PURCHASE. TOWN 600.$ 00N01TIONS _v - e(~l r~0LD TOWN ZBA ..... :OLD TOWN PLANNING BOARD qOL~HOLD TOWN TRUSTEES NY.S, ~C OCCUPANCY OR USEIS UNLAWFUL WITHOUTCERTIFiCATE 0FOCOUPANCY TESTING BEFORE COVERING 4'-1 0" PLUMBINg-a" x 4'-15" ALL PLUMBING WASTE & WATER LINES NEED ~NOERWR~R8 QTY- 1 (2) 3'-0" x 5'-6" QTY- 2 3'-4" X 7I-2" NOTIFy BUILDING DEPARTMENT AT 766-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTFONS: L FQUNDATION - TWO REQUIRED FOR POURED CONCRETE -- ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C 0. · CONSTRUCTION SHALL MEET THE iNTS OF THE CODES OF NEW NSlBLE FOR RRORS, (2) 2'-8" X 5'-8" (2) 4'-0" X 6'-4" FRAMING UNTIL SURVEY OF FOUNDATION LOCATION: N~S BEEN ALi. u0NSTRUuTION SHALL PLUMBER CERTIFICA TIdN 0 E,E~I ~",'8 E-T~, ON L~D CONTENT BEFO~E 6.17.09 ~ERTIFICA TE OF OCCUPANCY I SOLDER USED IN WA TE~ SUPPLY SY~ ~s~ ~w~es AS ~NSTRU~TS OF SErviCe, CONTRACTOR'S NOTE: AFTER DEMOLITION, THE CONTRACTOR MUST INSPECT THE EXISTING STRUCTURE AND NOTIFY THE ARCHITECTS OF THE FOLLOWINGFIELD CONDITIONS: 1, ORIENTATION OF EXISTING FLOOR AND ROOF JOIST THAT DIFFER FROM THE CONSTRUCTION FRAMING PLANS. MODIFICATION OF THE FRAMING PLAN MAY BE REQUIRED, 2 ROTTED OR CRACKED EXISTING FLOOR JOIST, CEILING JOIST, WOOD STUDS OR SHEATHING, A DETERMINATION WILL SE MADE AS TO THEIR REPLACEMENT, 3, EXISTING STRUCTURAL COLUMNS THAT DIFFER FROM THE PLANS, DEMOLITION LEGEND .......... EXISTING EXTERIOR WALL -- TO BE REMOVED ~) EXISTING DOOR/WlNDOWTO BE REMOVED. ~) EXISTING DOOR/VVINDOW TO BE REMOVED & RE-INSTALLED. EX. KITCHEN EX. DINING RM. ~r ........... ~,~ ...... .m Ill ........... JIlJ REMOVE EXIST FRONT CONC. STOOP ---I---ql Ill 71] / NCLUDING SLAB, FOUNDATION & FTGS, I I Ill Ill EX. BATH II ~ ~--, I EX. BEDROOM ZZZZZ ........ t ~i Il iii -- , ~ ................ ~ ......... ~ ....... ~ ~ ........ ~--~ .............. ~--~ ......... ~ .....n r~ h r ...... REMOVE EXIST. REAR COHO. STOOP INCLUDING SLAB, FOUNDATION, & FTGS, EXISTING FIRST FLOOR PLAN APPROX. - 900 SQ. FT. FIRST FLOOR SHEATHING, ROOF FRAMING, CLG. JOISTS & ALL WALL PARTITIONS & EXIST, COHO, BLOCK FOUNDATION ~h==:========F ..................... REMOVE EXIST, ROOF SHINGLES, SHEATHING, ROOF FRAMING, CLG. JOISTS & ALL WALL PARTITIONS & EXIST, COHO, BLOCK FOUNDATION. EXISTING NORTH ELEVATION EXIST. FOUNDATION TO SE REMOVED. EXISTING SOUTH ELEVATION  REMOVE EXIST ROOF SHINGLES. :~ SHF~THING, ROOF FRAMING, CLG, JOISTS & ALL WALL PARTITIONS & - - EXIST. COHO, BLOCK FOUNDATION, EXIST. FOUNDATION TO SE REMOVED. EXISTING WEST ELEV. EXIST. FOUNDATION TO SE REMOVED. EXISTING EAST ELEV. O~0 N~-RACTO R TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CO~IENT, AND OR BENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWINGS/SPECIFICATIONS REMOVE EXIST, ROOF SHINGLES, SHEATHING, ROOF FRAMING, CLG, JOISTS & ALL WALL PARTITIONS & EXIST, CON(3. BLOCK FOUNDATION OFFICE SET 6.1 7.09 0 _0 --- Z z~-FF 0 m < (.9 1/4" = 1 '0" DEMOLITION PLAN A-D BASEMENT ACCESS DOOR: "BILCO" CLASSIC SERIES "C" W/STEEL SIDES. DOOR: 55" W, X 72" L, W/LOCK. CONSTRUCT ACC) WOOD STAIRS & HANDRAILS AFTER INSTALLATION OF "BILCO~ DOOR. PROV. 5/8 DIA X 10 L, STEEL ANCHOR BOLTS FOR SILL PL. OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO CONCRETE @ NO MORE THAN 3'-0" O,C, ~ 1~-0" AWAY FROM EACH CORNER (TYPICAL ALL NEW FOUNDATION AREAS) PROV. BEAM POCKET 9" W. x 1'-6" H, x 5" D. 4" P. CONC. SLAB - 1/8" / FT. SLOPE PROV. W.W.M. IN SLAB OVER GRAVEL TAMPED BASE. TOWARDS FLR.DRAIN, P. CONC, PAD, 29'-1" 4-0 XS-0 X 1-6 H. P, CONCRETE PAD FOR MECHANICAL EQUIPMENT. BD,(CEILING & WALLS.) ( TYPICAL BOILER RM ) 1 9" 12'-4" SLOPE - uP 12'-10" 6L5 ( SEC,"A" 17' II 200 A, PANEL BOILER SW. J REFER TO AC/HEATING NOTES ON GENERAL NOTE8 SHEET, (TOP OF STAIR). 6'-8" [ 27~ (2 OIL TANK 12'-7" III Il III II II II WlO x 45 6' I II ir ii PROV. BEAM POCl 8'-4 UP 4R, 8'-4 PROV. BEAM POCKET 5" W. x 1'-6" H. x S" D, ~47'-4" ( SEC."A" BASEMENT FLOOR PLAN PROV HAUNCH SLAB GARAGE OPENING PROV.~ L STEEL ANCHOR FOR SILL PL. OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO CONCRETE ~ NO MORE THAN 3L0" O,C, @ 1L0" AWAY FROM EACH CORNER (TYPICAL ALL NEW FOUNDATION AREAS) P. OONC. FOOTING. W/3-#FEA, WAY. (TYPICALAL~ 14'-8" PROV. DEL 2" X 6" SILL PLATE TOP OF N WALL (TYP. PERIMETER) WITH TERMf,TE SHIELD AND FIBROUS INSULATION, 8~' P, CONC. FOUNDATION WALL WITH 2'-0" W, X 1'-0"' D P, CONC. FOOTING (CONT,) W/W,W.M, IN WALL AND FOOTING, 36" BELOW FIN, GRADE (TYPICAL) 36'-10" ,4-" P. CONC SLAB - 1/8" / FT. SLOPE IN SLAB OVER GRAVEL TAMPED BASE. TOWARDS FLR.DRAIN. PROV, WATCHDOG WATER PROOFING ALONG PERIIMETER OF FOUNDATION WALL BELOW FIN. GRADE. INCLUDING PARGED JOIINT BET~NEEN FOUND. WALL AND FOOTING INOTE: C~RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUETO FIELD CO--lENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT DRAWINGS/SPECIFICATION S, OFFICE SET 6.17.09 <,,, III 0 ""Z SCALE: 1/4" = 1 '0" DWG, NAME: FOUNDATION PLAN DWG. NO.: A-0 M. BATH M, BEDROOM 16' GREAT RM. 29'-1" I ~ 9'OH 17'-1" PROPOSED PATIO 28' 6'-8" esD 14'-2" PANTRy SEC.", 5'-1 1" CE BOILER 14' -47'-4" FIRST FLOOR PLAN 8'-4" ~ -- 8'-4" 9r-10" 59'-4" 17'-8" GARAGE KITCHEN PROV, WOLF S/S O H, EXHAUST ' 10" GALV, DUCT TO OUTSIDE EXTERIOR WALL. DIINING RM. NOTE: CONTRACTOR TO NOTIFY TH E ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWINGS/SPECIFICATIONS, OFFICE SET 6.17.09 SCALE: 1/4"= 1 '0" DWG. NAME: FIRST FLOOR CONSTRUCTION PLAN DWG. NO,: A-1 FIRST FLOOR WALLS ABOVE PROV. CONT, I 1/8" X 1 1 7/8" "GP - FIBERSTRONG'~ RIM BD, EX, AREAS OF FDN, CPC. PROVIDE WATER BARRIER BET'C/EEN FOUND. WALL & RIM JOIST, (T'fP, ALL AREAS) PROV, 2-1 MICROLAM IN pLACE OF RIM BD. (TYP, ALL) PROVIDE 2- 1 3 11 GIRDER W/ 1/2" X 11" STL, PL, BET,, LAG BOLT TO BTRUCT. STL, COL, BELOW, (T'(PICAL BOTH) I I ( SEC."A" III i III dC" O,C (TYP, ALL) '/8~ WI )16" O,C, (T'Yp, ALL) III dC" O C (TYP, ALL) x 11 7/6,, w~ 6o.. II ~16 O.C, (T','p, ALL III ~16~ O,C, (TYP, ALL) III dB" O,C, (T'fP. ALL) III FIRST FLOOR DECK FRAMING PLAN THIS DRAWING IS FOR REFERENCE ONLY ONLY & IS NOT INTENDED TO BB SCALED. NOTE: ~ INDICATES BEARING POINT LOAD THIS LOAD MUST BE TRANSFERED W/ADEQUATE VERTICAL ,'BRACING. FIRST FLOOR WALLS ABOVE, (TYP,) PROVIDE 3 - I 3/4~' X 1 1 7/8" CONT. LAG BOLT TO STRUCT, RTL, COL, BELOW, (1YP~ICAL ALL) PROV, 2-1 3/4" X 1 1 7/6" MICROLAM LVL OVER ALL WINDOWS & OPGS IN PLACE OF RIM BD, (~¢P, ALL) PROVIDE 3 - I 3/4 X 11 '7/8 CONT. GIRDER, LAG BOLT TO STRUCT. STL. COL. BELOW. ("F'KPIIQAL ALL) ~RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVlSION~ DUE TO FIELD OO~IENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWlNGS/SPEOIFIOATrONS OFFICE SET 6.17.09 z _o z -FF O0 0 < q q q q 1/4" = 1 '0" FIRST FLOOR PLAN A-1.1 BATH PRDV. DRYER VENT TO OUTSIDE WALL WITH GRILLE/SCREEN, BEDROOM (SEC."A" BEDROOM 'BEDROOM 1 '-11 x I FWD; / (OPEN TO BELOW~ ~-5/'4I' THK, OAK pLANT SHELF') ( SEC."A" 51 -7L SECOND FLOOR PLAN 23'-9" 7'-10" BATH BEIDROOM NOTE, O~-RACTO R TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CO~IENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, B RAWlN CS/SPECIFICATIONS OFFICE SET 6.17.09 0 ~ DWG. NAME: SECOND FLOOR CONSTRUCTION PLAN DWG, NO.: A-2 PROV. 3 - 1-3/4" X 1 1 7/8" G.P, LAM MICROLLAM. LVL W/2- 1/2" STL, PL, S_ECOND FLR, WALL ABOVE. FIRST FLOOI PROV, 3 - 1-3/4" X 1 1 ?/8" G.P. LAM G.P, LAM LVL U ALL PART[TIONSBLK. AS RBQ'D. BELOW F,J, (TYP. ALL), LVL OVER / IN PLACE OF RIM BD, (TYP, ALL) 2 - LP, LAM PROV. CONT. ' RIM BE OF FDN, CPC. PROV. 2-1 3/4" X 11 7/8Ii MICROLAMI 'L~/L OVER ALL WINDOWS & OPGS. IN PLACE OF RIM BD, CC'dP, ALL) FIBERSTRONG" IRM BOARD. ~P,) ~ I I I ,I I I I I i I II ,, ~ % I~'' , MIICROk~M, LVL ~P,) [[ F~ pROV, 3 ~ ~ II [ ~ MIOROL~M. LVL ~P,) -BOILER FLUE ~11 MICROLLAM, LVL ( SEC."A" SECOND FLOOR DECK FRAMING PLAN NOTE; ~ INDICATES BEARING POINT LOAD THIS LOAD MUST BE TRANSFERED W/ADEQUATE VERTICAL BRACING. PROV, 3 - LAM MICROLLAM. LVL (TYP.) PROV. 3 - PL, PROV. 2-1 )LAM IN pLACE OF RIM BD. (TYP, ALL) SECOND FLR, WALL ABOVE, PROV. WELDED 1/2" STL. PLATE 4NECTION OF I-BEAMS AT THIS LOCATION PROV. 4" X 4" X 1/4" STL COLUMNS -BEAM END LOCATIONS UNLESS OTHE;RWISE NOTED, I-BEAM TO BE BOLTED TO COLUMN FIRST FLOOR WALL BELOW, Ci-YP,) PROV. 3 - 1-8/,~4" X 11 7/8" G P. LAM LVL W/2- 1/2" STL. PL. PROV. 3 - ~. LAM STL, PL, PROV. CONT, I 1/8" X 11 7/8" "GP - FIBERSTRONG" RIM BD, EX, AREAS OF EDN. CPC. NOTE' ] C~-RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT DRAWINGS/SPECIFICATIONS, I OF6F.I C7%¢ET I © III < q q q q 1/4" = 1 '0" ~ECOHD FLOO~ DECK FRAMING P~N A-2.1 PROV. ~ - 1 ~3/4" X 9~1/Z' G,P LAM MICROLLAM. LVL (TYP,) SECOND FLR. WALL BELOW, (TYP.) PROV. DBL 1-3/4" X 9-1/2" G.P. LAM MICROLLAM. LVL (TYP.) PROV 2-1 8/4" X 11 7/8" MICROLAM LVL OVER ALL WINDOWS & OPGS. IN PLACE OF RIM ED. crYP. ALL) ( SEC."A"' II 2 1/2I'' X 11 7/8" WI 60.. 2 1/2" X 11 7/8" WI 60~. -@16" C.C. (TYP. ALL) ~L~16" C.C. (TYP. ALL) 2 1/2" X 11 7/8" WI 60.. -@16" C.C. (TYP. ALL) F Ir II 2 1/2" X 11 7/8" WI -@16" O,C (TYP, ALL) PROV 3- I 3/4"Xll 7/8"G.P. LAM MICROLLAM. LVL (TYP.) PROV. MICROLL~M. LVL (TYP.) CFm.) PROV. 9 - I 3/4"X 11 MICROLLAM. LVL (TYP.) PROV, LAM (TYP.) F 2 1/2" X 11 7/8" wi 60. ~@16'r O.C, (TYp, ALL) MICROLLAM. LVL (TYP.) ,16" O.C. (TYP. ALL) II 2 1/2" X 11 7/8" WI 60., ~@16" O.O. (TYP. ALL) IJ II ( SEC."A" SECOND FLOOR CEILING FRAMING PLAN THIS DRAWING IS FOR REFERENCE ONLY ONLY & IS NOT INTENDED TO BE SCALED. NOTE: ¢ INDICATES BEARING POINT LOAD THIS LOAD MUST SE TRANSFERED W/ADEQUATE VERTICAL BRACING. PROV. 3 - 1-@/4" × 9-1/2" CP. LAM MICROLLAM, LVL (TYP.) SECOND FLR, WALL BELOW. (TYP.) PROV. 2-1 3/4" X I I 7/8" MICROLAM LVL OVER ALL WliNDOWS & OPGS. IN PLACE OF RIM BD (TYP. ALL) OFFICE SET 6.1 7.09 O0 0 < ~ m ~ m 1/4"= 1'0" SECOND FLOOF P~N A-2.2 PROV 1-3/4" X 11 7/8" MICROLLAM LVL BEAM SECOND FLR, WALL BELOW. (T~P,) PROVIDE CONT OUT 2" X 10" SUB- FASCIA (~I(P. ALL AREAS). PROV, 1-3/4" X 11 7/8" MIOROLLAM LVL BEAM ( SEC."A" 2" X 12" R R 16" O,C, 2"X 10" C T, 16" O,C, , 16" 2" X 12" R,R, R R, 2"A 12" R.R... '~ 16" O,C, 6" O.C, ( SEC."A" ROOF FRAMING PLAN THIS DRAWING IS FOR REFERENCE ONLY I ONLY & IS NOT INTENDED TO BE SCALED, NOTE: ~ INDICATES BEARING POINT LOAD THIS LOAD MUST BE TRANSFEREE3 W/ADEQUATE VERTICAL BRACING, PROV. 1-3/4" X 11 7/8" MICROLLAM LVL BEAM PROV. 1-3/4" X 14" MICROLLAM LVL RIDGE BEAM PROV. 1-3/4" X 11 7/8" MICROLLAM LVL BEAM PROV. (2) 1-3/4" X 14" MICROLLAM LVL RIDGE BEAM SECOND FLR. WALL BELOW. (TYP.'~ PROVIDE CONT. CUT 2" X 10" SUB- FASCIA (T'KP, ALL AREAS). PROV. 1-3/4" X 11 7/8" MICROLLAM LVL BEAM OFFICE SET 6.1 7.O9 0 m D < z D Z Z Z Z u u~ LU __. 1/4" = 1 '0" ROOF FRAMING PLAN A-2.3 ( SEC."A" ( SEC."A" ROOF PLAN THIS DRAWING IS FOR REFERENCE ONLY ONLY & IS NOT INTENDED TO SE SCALED. ,PROV. "LIFETII,ME" "GAF" ASPHALT IROOF SHING,LES (TYP, ALL AREAS) OVER !5 LB. PELT, (COLjO~R T.B.D.) ,PROV. WEA%HERWATCH UNDER- 'LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS). INOTE. ] O~RACTO R TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISION9 DUE TO FIELD CO--lENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONgTRUCT. CRAWlNGS/SP ECIFICATION S OFFICE SET 1 6.17.09 SIMPSON HLS5 ANGLE BRACKET DBL MICROLLAM RIDGE KANT-SAG LSTI22 OR STRAP ~ 10d X I 1/2 FASTENER JIRED FOR 16" JOIST DEPTH OR MEMBERS WITH SLOPE OF 7/12 OR GREATER), PROV. DEL, 2'1X 6I' ACC SILL PLATE (TYP,) 10" P. COHO, FOUNDATION WALL, PROV. MIN. 8" FDN, EXPOSURE ABOVE FIN, GRADE (T~P, ALL AREAS) PROV. WATER BARRIER BETWEEN RIM JOIST, PROV, 2 CONTINUOUS # 4 RE-BAR, (TYP, ALLAREAS) I SCREW THROUGH FLANGE (3) 2"X 10" WINDOW HEADER JACK STUDS CONNECTION OF WALL 'JDOW HEADER CORNER CONNECTION (EXAM PLE) CONNECTION OF RIGDE BEAM TO ROOF RAh ~ ER (EXAMPLE) FOUNDATION DETAIL PLATE TO FOUNDATION (EXAMPLE) BRACING (EXAMPLE) CONNECTION OF WALL SHEATHING ~/BS~ TO WINDOW HEADER (EXAMPLE) TRUSS/RAFTER (BPS4) TRUSS BRACING - STUD TO STUD (CS16) 10d NAILS OR 16d SINKERS STRONG-WALL SHEARWALL PICAL AT ~AAcFH CORNER) - STUD TO BAND JOIST (OS16) HEADER ANCHORAGE (LSTA18) PRE-A~I'ACHED PHD6 WITH --- 12 SDS1/4X3 SILL PLATE TO FOUNDATION -- USING USP BEARING PLATE FASTENERS (HBPS/LBPS) 11 7/8" BOX BEAM _ PLATE TO USING USP BEARING pLATE FASTENERS (HBPS/LBPS) SILL PLATE TO FOUNDATION (BP) PROV, METAL FLASHING AT ALL WINDOW SILLS. (TYP, ALL LOCATIONS) METAL FASTENER SCHEDULE ~/~)11~X~ (EXAMPLE) (ALL STRAPING TO BE ~ 16" O.C,) -- WALL STUD WALL STUD -- BO~FOM PLATE BAND JOIST -TWO- MEMBER FLOOR SUPPORT BEAM - CONNECTION OF WALL TO FLR, FRAMING SIMPSON LSTA18 STRAP WITH (12) 10d FASTENER. - CONNECTION OF BAND JOIST TO SUPPORT SIMPSON LTP4 STRAP (12) 8d X I 1/2" CONNECTION OF WALL TO FLOOR FRAMING. (EXAMPLE) CONTRACTOR'S NOTE AFTER DEMOLITION, THE CONTRACTOR MUST INSPECTTHE EXISTING STRUCTURE AND NOTIFY THE ARCHITECTS OF THE FOLLOWlNGFIELD CONDITIONS: 1, ORIENTATION OF EXISTING FLOOR AND ROOF JOIST THAT DIFFER FROM THE CONSTRUCTION FRAMING PLANS, MODIFICATION OF THE FRAMING PLAN MAY BE REQUIRED, 2. ROOFED OR CRACKED EXISTING FLOOR JOIST, CEILING JOIST, WOOD STUDS OR SHEATHING. A DETERMINATION WILL BE MADE AS TO THEIR REPLACEMENT. S. EXISTING STRUCTURAL COLUMNS THAT DIFFER FROM THE PLANS. L ~TOP OF; ND FL, C.J, 1 :d 8~_7~~'~TO P °FJ 6'-8" 26'- 11" ' I ¢~-TOP OF ~ NOTE: G,C, SHALLVERIFYTHAT THE HEIGHT OF THE STRUCTURE SHALL NOT EXCEED 35'-0" AT MIDPOINT OF TOP PITCHED ROOF NOTIFY ARCH. OF ANY CHANGES, PROV. 5/8" ACC. PLY~/D. SHEATH. (~¢PICAL ALL ROOF AREAS), :EC~ONDFL% WllXJ DOWS 2" X 12" R,R. ¢ 16" O,O, - AREAS U,O,N,) DRAIN WRAP" ALL ALL ) PROV 2-1 3/4"X 11 7/8" MICROLAM LVL OVER ALL WINDOWS & DOOR OPENINGS, (TOP, ALL AREAS) ;EOOND FL. J 2" X 6" WOOD STUDS W/1/2'1CDX PLYWOOD SHEATHING, (TYPICAL) IRST FL, WINDOW R - 21 HIGH DENSIT? FOIL FACE INSULATION, (T~P. ALL AREAS) PROV. 1/2" AC(2). PLY. SHEATHING (TYPICAL A[-L PERIMETERS) PROV CONT, 1~ 1/8"Xll FIBERSTRONGI" RIM OF FDN, CPC. PROVIDE WATER BARRIER BETV~EEN POUND, WALL & RIM JOIST. ¢I~P, ALL AREAS) :IRST FL, FIN, GRADE GRADE AWAY (TYP, ALL) PROV DBL, 2" X 6" ACC, SILL PL. WITH TERMITE SHIELD FIBROUS NSULATION (TYP. ALLAREAS) LAM GIRDER PROV, 4" - STF~UCTURAL STBCOL, COLUMN ON2~x2'xl~ P, CONC. FOOTING (TYP, ALL AREAS) SET ON UNDISTURBED ALL FOUNDATION WALLS) INSULATION, (T?P, ALL AREAS) 2" X 12" R,R, ¢ 16" O,C, ~ (TYP. ALL AREAS U.O.N.) 2" X 8" C.T. ~ 16" O,C, - ¢rYP, ALL AREAS U,O,N. PROV. S/S INTERNAL FLUE & EXTERNAL CAP, PROV. CULTURED STONE FOR CHIMNEY, TYPE T.P,D, PROV, CONT. "COBRA" RIDGE VENT (TYPICAL ALL RIDGE AND HIPS). GYP, BD. A~L EXP'OSED WALLS & CEILINGS (TY~:) 1 '6" RED OAK WD. SILL (CONT,) SD. ALL EXPOSED CLGS. 5/8"GYP, BD OVER BOILER PER CODE, 4" P. GE)NC, SLAB - I / FT, SL~ 3LAB OVER G TAMP BASE. TOWARDS FLR. SECTION "B" SET ON UNDISTURBED SOIL, (TYPICAL ALL) CLIP ANGLE (BOTH SIDES OF CONNECTION) MIN, LENGTH = JOIST /2" S SCREWS (4 PER LEG JOIST TO HEADER JOIST (EXAMPLE) ROOF SHEATING TO TRUSS TOP PLATE. DOUBLE TOP PLATE METAL HURRICANE CONNECTOR WALL SHEATING CONNECTION OF TOP WALL PLATE TO WALL STUD. SIRDSMOUTH CUT LOW END OF JOIST ONLY (EXAMPLE) STUD (3) 2'~X 10" WINDOW~ HEADER CONNECTION OF WINDOW HEADER TO EXTERIOR WALL, SIMPSON LSTA18 STRAP WITH (12) 10d FASTENER, STUDS CONNECTION OF WALL SHEATHING TO STUDS AROUND WINDOW HEADER (EXAMPLE) FRAMING TWO- rV1EMBER FLOOR -- SUPPOERT BEAM CONNECTION 'OF FLOOR FRAMING TO SUPPORT BEAM. SIMPSON LTS12 STRAP WITH (1 2) 1 Od X I 1/2" FASTENER INTO FLOOR JOIST AND SUPPORT BEAM CONNECTION OF FLOOR FRAMING~//DD~ TO SUPPORT BEAM. (EXAMPLE) NOTE: C~-RACTO R TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISION8 DUE TO FIELD CO--lENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS, PROV. "LIFETIME" "GAF" ASPHALT (TYp. ALL AREAS) OVER 15 LB. FELT, (COLOR T,B,D ) PROV. "WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BOSOM EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS). PROV. 5/4" x 6" "~ZEK" FASCIA FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP. EQ.(TYP. EXPOSED SIDES PROV, 5/4" X S' "~ZEK" FRIEZE BD, FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMiN-MOORE" PAINT OR APP. EQ.(T~P. EXPOSED SIDES) PROV, 3/4" T & G PLICWD, SUB-FLR, crc'P, ALL AREAS). PROV, 3/4" X 3" W, RED OAK WOOD FLOORING ("SELECT") AT AREAS NOTED ON FLOOR PLANS, SPRAY RAFTERS ABOVE W/BLACK PAINT. (TYPICAL ALL AREAS) PROVIDE 5" EXPOSURE - "CEDAR IMPRESSIONS BY "CERTAINTEED' OR APPROVED EQUAL. PROV 5/4" X 8" "AZEK" CORNER W 1" RECESS. REVEAL TOP & B~FM. (TYPICAL ALL AREAS), FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP, EQ. (TYP, ALL AREAS) BEVELED S" x I 1/4" BLUESTONE LEDGE, PROV, CONT, FLASHING FROM BEHIND SIDING TO B~M, FRONT EDGE OF BLUESTONE. "COLORADO" - CULTURED STONE COLOR & STYLE T.B.D PROV, 5/8" DIA, X 10" L, STL BOLTS THRU SILL FL, OF LIGHT FRAME CONST, EMBEDDED INTO COHO, @ NO MORE THAN 3'-0" O,C, & 1'-0" AWAY FROM ALL CORNERS. (TYP. ALL NEW FOUNDATION AREAS) 8" P, CONC, FOUNDATION WALL WITH 2'-0" W. X 1'-0" D. P. COHO. FOOTING CONT.) W/W.W.M. IN WALLAND FOOTING. 36 BELOW FIN, GRADE (TYPICAL ALL AREAS), PROOF WALL BELOW FIN. GRADE. INCL. PARGED JOINT BETWEEN FOUND, WALL AND FOOTING OFFICE SET 6.17.09 0 0 < SCALE: 1/4"= 1 '0" BUILDING SECTION TOP OF RIDGE FL. WINDOWS 26'-11" ~ & ~TOP OF SECOND FL, ~TOP OF FIRST FL. WINDOW 6'-8" FIRST FL, 1' FIN. GRADE (TYp, ALL) /~TOP OF RIDGE COND FL. WINDOWS 26'-5" TOP OF FIRST FL WINDOW OF FIRST FL. 1' (VARIBS) FIN. GRADE GRADE AWAY (T'r'P, ALL) PROV, CONT. "COBRA" RIDGE VENT AND HIPS), EAST ELEVATION PROV, CONC, TAPERED CAP & FIN, FLUE CAPS. PLASH AS REQUIRED. PROV', CULTURED STONE FOR CHIMNEY, TY PROV, FLUE !RNAL CAP, PROV, ROOF KRICKBT PROV. CONT, "COBRA" RIDGE VENT ND HIPS), PROV. 14" W,"ROUND" FIBERGLAS STRUCTURAL TAPERED COLUMN (TYP. ALL COLUMNS) WEST ELEVATION ZE BD. COATS "BENJAMIN-MOORE" PAINT OR APP. EQ, (TYp, BOTH SIDES) PROV." ' "GAF" ASPHALT (TYP. ALL AREAS) OVER 15 LB, FELT, (COLOR T,B,D,) PROV, "WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE Bo'FrOM EDGE OF ROOF UP 2'-0" ¢CYPICAL) ALL ROOF SECTIONS), 6" WHITE A AND PROV. ~ SPRAY RAFTERS ABOVE W/BLACK PAINT, (TYPICAL ALL AREAS) IMPRESSIONS IBY "CERTAJNTEED" OR APPROVED EQUAL. "AZEK" CORNER W/ 1" RECESS, REVEAL TOP & B~FM. (TYPICAL ALL AREAS). FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APR, EQ, (TYP, ALL AREAS) PROV IEZE BD, HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP. EQ. (TY'p BOTH SIDES) EK" WINDOW TRIM ¥ (TMp, ALL AREAS) PROV, "LIFETIME" "GAF" ASPHALT 3HINGLES (TYP, ALL AREAS) OVER 15 LB, FELT, (COLOR T,B,D,) PROV, "WEATHERWATOH" UNDER- LAYMENT ALONG ENTIRE BO~FOM EDGE OF ROOF UP 2~-0'' (TYPICAL) ALL ROOF SEC%IONS). 6" WHITE ALUMI~JUM GLarER AND [TYPICAL ALL AREAS). PROV. CONT, !K~' D BOARD 1" VENT, SPRAY RAFTERS ABOVE W/BLACK PAINT, ~PICAL ~ALL AREAS) 5" EXPOSURE - "CEDAR IMPRESSIONS BY "CERTAINTEED" OR APPROVEB E!QUAL PROV. 5/4" X 8" "AZEK" CORNER W/ 1" RECESS, REVEAL TOP & BTFM. (TY'PI CAL ALL ARIEAS). FILL ALL NAIL HO)LES AND APPLY 2 COATS "BENJAMIIN-MOORE" PAINT OR APP. EO, (TYP. ALL AREAS) BEVELED 5" x 1 1 BLUESTONE FLASHIN~ FROM BEHIND SLIDING TO S~M. FRONT EDGE OF' BLUESTONE, "COLORADO" - C~LILTURED STONE COLOR & STYLE -F.B.D. NOTE: C~RAC TO R TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISION9 DUE TO F ELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE OFFICE SET 6.1 7.09 0 ,,z,< SCALE: 1/4" = 1 '0" DWG. NAME: BUILDING ELEVATIONS A-4 FL. 10.25 /'-~I'OP OF SECOND FL. WINDOWS 26'-11" ~'TOP OF FIRST FL, WINDOW (VARIES) FIRST FL, 1' TOP OF RIDGE FIN GRADE ~AWAY (TYP, ALL) _PROV, CONC, TAPERED CAP & FIN FLUE CAPS, FLASH AS REQUIRED. PROV, CULTURED STONE L J NORTH ELEVATION ~RNAL FLUE PROV, ROOF KRICKET IECESSARY FLASHING PROV. ( 4D FL. C,J, /~-T__OP__O FS~C__QNDFLz. WINDOWS 26'-5" TOP OF FIRST FL, WINDOW 6'-8" (VARIES) FIRST FL, FIN GRADE CFY'P. ALL) L J SOUTH ELEVATION OVER 18 LB FELT (COLOR T B.D, PROV WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS), PROV, CONT. "AZEK"I BEAD BOARD SOFFIT W/SCREENED 1" VENT. SPRAy RAFTERS ABOVE W/BLACK PAINT. (TYPICAL ALL AREAS) OR APPROVED EQUAL, (TYPICAL ALL AREAS) f LL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP. EQ. (T'YP. ALL AREAS) OVER 1E LB. FELT (COLOR T E PROV, WEATHERWATCHI, UNDER- LAYMENT ALONG ENTIRE BO'%I'OM EDGE OF ROOF UP 2~-0'r (TY'PICAL) ALL ROOF SECTIONS). PROV, OONT.'IAZEKIIBEAD BOARD SOFFITW/SCREENEDI"VENT, SPRAY RAFTERS ABOVE W/SLACK PAINT.(TYPIOALALLAREAS) ,,. PROV. 5/4I' X B" "AZEK" CORNER W/ 1II RECESS. REVEAL TOP & B'TrM. (TYPICAL ALL AREAS). FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP, EQ. (TYp, ALL ARE. AS) OR APPROVED EQUAL. BEVELED 5" X I 1/4" BLUESTONE LEDGE, PROV, CONT. FLASHING SIDING TO S~I'M. SF BLUESTONE. IICOLORADOI' - CULTURED STONE COLOR & STYLE T.B,D. O~-RACTOR TO NOTIFY THE ARCHITECT OF :~NY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWINGS/SPECIFICATIONS, OFFICE SET 6.17.09 iii <,,,W < (_9 SCALE: 1/4"= 1'0" BUILDING ELEVATIONS DWG, NO,: A-4.1 GENERAL NOTES 1 FAMILY DETACHED DWELLING ZO N E 11 B MINIMUM EQUIPMENT PERFORMANCE GENE'RAL FLOOR PI AN 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 COMMO'N TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8% FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 5'-0" RETURN ON ADJACENT WALLS & CEILING. MANUFACTURED LUMBER REC. 2 LAYERS OF 5/8" 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 BETTER 16" O.C., ALL OTHER FRAMING MATERIAL TO BE #2 DOUGLAS FIR OR BE"FI-ER. 2. ALL WOOD FRAMING IN CONTRACT WiTH CONCRETE OR MASONRY TO BE PRESSURE TREATED. 3. PROVIDE DOUBLE FLOOR JO,ISTS 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 8UBFLOOR. FINISHED MATERIAL TO BE APPLIED OVER SUBFLOOR, GLUE AND SCREW PLYWOOD TO FLOOR JOISTS, 6, ALL WINDOW AND DR HDRS, TO BE MIN. (2) 2"X10" UNLESS OTHERWISE SPECIFIED. ALL IHT, HDRS. 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. 0. TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXT. GRADE PLYWOOD, PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. 11. PROVIDE INSULATION BAFFLES AT LAVE VENTS BETWEEN RAFTER. GENERAL ELEVATION NOTES 1, EXT. FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BE"P~EEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS. AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION pRACTICES. 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION & ROOF VENTS. S. 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 'ER 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 RE%/IEW.AND APPROVAL. EMERGENCY ESCAPE/RESCUE OPENINGS SECT. R310 I. 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. 6. MIN. OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MIN. WIDTH OF 36" ',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 COMPDANCEWITH MINIMUM NET CLEAR OPENING REQUIREMENTS 9 BARS, GRILLES COVERS AND SCREENS PROHIBITED UNLESS DEVICES ARE RELEASABLE OR REiMOVEABLE FROM INSIDE W THOUT USE OF KEY, TOOL OR EXCESSIVE FORCE. PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS (WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA) MAXIMUM MAXlMUN HEATING DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL 8LAB PERIMETER ;PAWL SPACE U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTF WALL R-VALUE ZONE 11B 0.45 R-38 R-21 R-30 R-10 R-9,2 FT R-38 5750 CLIMATE-SPECIFIC REQUIRED & PROPOSED PROPOSED MINIMUM NOTES: DESCRIPTION R-VALUE R-VALUE 8" P,CuNC, FNDN, WALL ON TOP OF WALLTYPE I 10" P.CONC. 9~ H, R - 10 R - 10 A CONT, FOOTING. WALL TYPE 2 2"X6" W.D.STUD R-21 R-21 2,, X 6, WOOD STUD WALL WITH 1/2 CSX PLY WD. WALL Type 3 2"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 - 38 ~AF TIMBERLINE LIFETIME ROOF SHINGLE. FLOOR TYPE I 3/4" X 11 7/8" R - 21 R - 21 3/4" X 11 7/8" TGI PRO. 660 F.J. @ 16" O.C. CEILING~fPE 13/4"Xl17/8" R-21 N/R 3/4" X l17/8" TGI PRO. 550F,J.@16"O,c, ~," P.CONO.SLAB ON COMP. FILL SLAB 14" P.CONC. R - 9,2 R - 9,2 ¢V/W.W.M. 6 X 6 REINF. NAILING SCHEDULE PRESCRIPTIVE DESIGN TABLE B,1 (AMERICAN FOREST & PAPER ASSOCIATION CONNECTION FASTENING SPACING NO, COMMON RAFTER TO TOP PLATE CrOE-NAILED)@I 6" O.C. 3 8d PER RAH I bH 2 CEILING JOIST TO TOP pLATE (TOE-NAILED) 3 Cd PER JOIST 6 BLOCKING TO RAFTER (TOE-NAILED) 2-80 EACH END 7 RIM BOARD TO RAF,TER (END-NAILED) 2-160 EACH END 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-160 :'ER FOOT 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-160 JOINTS-EACH SIDE 10 STUD TO STUD (FACE-NAILED) 2-16D 24" O.C. 11 HEADER TO HEADER (FACE-NAILED) 160 16" C.C. ALONG EDGES 12 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-160 =*ER 2 X 4 STUD 13 BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, END JOIST )R BLOCKING (FACE-NAILED) 2-160 PER FOOT 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-160 PER JOIST 15 BRIDGING TO JOIST (TOE-NAILED) 2-80 EACH END 16 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-160 EACH BLOCK 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-160 EACH JOIST 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-80 PER JOIST 20 BAND JOISTS TO JOIST (END-NAILED) 3-160 PER JOIST 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D PER FOOT 23 DIAGONAL BOARD SHEATHING 1" X 6" OR 1" X 8" 2-8D PER SUPPORT 1" X 10" OR WIDER 3-80 PER SUPPORT 24 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/10" FIELD 26 FIBERBOARD PANELS 7/16" 60 8" EDGE/6" FIELD REFER TO A,1 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS. I 1/2" #8 WOOD SCREWS ALTERNATIVE FOR OPNG. PROTECTION TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS CLIMATE AND GEOGRAPHIC DESIGN CRITERIA TABLE 301 .2 (RESIDENTIAL CODE OF NEW YORK) GROUNE WIND SEISMIC SUBJECT TO DAMAGE FROM ~ WINTER ICE SHIELE FLOOD DESIGN UNDERLAY HAZARD SNOW DESIGN FROST LINE TEMP, REQUIRED LOAD SPEED (MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY LOAD BEARING VlAP#361030166 G VALUE OF VIODERATE ZONE 11B EXPOSURE 3OIL 3.000 PSF TO SLIGHTLY TO 45 PSF CATEGORY 'B" "B .... SEVERE" 12" FOOTINGS HEAW MODERATE = 11 ° YES EFFECTIVE DATE'. 120 MPH MAY 4TH 1998 FLOORS, WALLS, AND CEILINGS OVER OUTSIDE AIR NSULATION U - FACTOR X AREA = UA DESCRIPTION R-VALUE CEILING R-38 0.31 2.17'6 SC.FT. 6?'4 INTERIOR FLOOR R-88 0.31 2,450 SQ,FT. 760 EXTERIOR WALLS R-21 0.31 5,548 SQ.FT, 1,714 TOTALAREA 13,354 SQ.FT WALLS, WINDOWS, AND DOORS NSULATION DESCRIPTION R-VALUE U- FACTOR X AREA = UA WALL R-21 Uo=0.14 4337 SQ,FT. 774 WINDOW R= .3/SQ.FT. 0.35 712 BQ.FT. 250 DOOR N/A 0.35 481 SC.FT. 168 TOTAL AREA 5530 SQ.FT. FLOORS AND FOUNDATIONS 'qSUL, INSUL. R U-FACTOR OR AREA OR DESCRIPTION DEPTH FACTOR R-FACTOR X P~R = UA BASEMENT WALL 2'-0" R-10 0,56 2,084 SQ,FT, 1,167 BRAWL SPACE 2~-0" R-19 0,56 N/A JNHEATED SLAB 4" R-4,5 N/A 2.377 SQ,FT, N/A TOTAL PROPOSED "UA" DESIGN CRITERIA AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) ONE ROOF-- 60W']%FI~;sMREoOE;N>S;~*U-4C~IOx1.53 WIND SPEED 3 23.7 36.3 -30.3 -46.4 120 M/HR DESIGN CRITERIA REF, TABLE 1609,6.2.1 (1) MAIN WlNDFOROE-RESISTING SYSTEM WIND LOADS FOR A BUILBING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba WIND LOAD ROOF HORIZONTAL LOADS VERTI,CAL LOADS VELOCITY DIRECTION ANGLE END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD OVERHANG WALL ROOF WALL ROOF WINDWARD LEEWARD WIINDWARE LEEWARD END INTERIOR · ROOF ROOF ROOF ROOF ZONE ZONE -RANSVERSE 30°<ANGLE < 45c 25.7 17.6 20.4 14.0 9.9 -15.6 8.6 -13.4 -11.6 -13.0 12O 23.7 ALL ANGLES 22.8 -11.9 15 I -7.0 -27.4 -15.6 -19.1 -12.1 -41.1 -32.7 R-3 SINGLE FAMILY RESIDENCE OCCUPANCY & HT. CLASSIFICATIONS PROPOSED MINIMUM USE REQUIRED MINIMUM REQ'D. PROPOSED ' ~ SLOPE HT./ FURRED HT· 1 ST, FLOOR KITCHEN DINING RM GREAT RM. LAUNDRY RM. FOYER BATH #2 STORAGE BATH #S ~TUDY 70 SC.ET. 70 SQ.FT. 70 SC.FT. 30 SO,FT. 70 SC.FT. N/R 30 SQ.FT. N/R 3O SC.FT. 50 SQ.FT. 417 SC.FT. 293 SQ.FT, 542 SQ.FT. 35 SQ,FT. 128 SQ.FT, 121 SQ Et. 37 SC.FT. 36 SO,FT. 68 SC.ET. 471 SC.FT. 2ND FLOOR M, BEDROOM 70 SQ.FT 328 SC.FT. 6~-8" 7'-6" N/R 9'-0" BEDROOM #1 70 SQ.FT. 223 SQ,FT. 5' 7'-6" N/R 9'-0" M. BATH 30 SQ.FT. 172 SQ.FT. 5' 7'-6" N/R 9i-0Ii M. CLOSET I N/R 42 SC.FT. 5' 7'-6" N/R 9'-0" M. CLOSET 2 N/R 42 SC.FT. 6'-8" 7~-6" N/R 9'-0" HALL/FOYER N/R 312 SC.FT. N/R N/R N/R 9'-0" BATH #5 30 SQ.FT. 73 SQ.FT, 51 7'-6" N/R 9'-0" LINEN CLOSE] N/R 22 SC.ET. 5~ 7'-8" N/R 9'-0" BATH GUEST BED. N/R 70 SQ. ET, 52 SQ.FT 287 SQ,FT, N/R N/R N/R N/R S.F. OF AREA INTERIOR ENVIRONMENT SECTION 1202.4.1 & 1204.1 USE SQ,FT. OF AREA UTE/SC.FT. AREA % 1 ST. FLOOR KITCHEN 70 SQ.FT. 141 :SQ,FT, 34% 62 SC.FT. 15% OPENABLE AREA % DINING RM. GREAT RM. BATH #1 70 SQ.FT. 70 SC.FT. 30 SC.ET. 199 SC.FT. 9 SQ,FT. 23% 26% 176 SQ.FT. 4,5 SC.FT. 21% 13"/o LAUNDRY PM. 70 SC.FT. 25 SC.FT. 20% 30 SQ.FT. 23.5% FOYER N/R 17 SQ,FT. 14% 21 SQ.FT, 14% BATH #2 30 SQ.FT. 6 SC.FT. 16% 3 SQ.FT, 8% STORAGE N/R 10 SC,ET. 28% 5 SQ,FT. 14% BATH #3 30 SC.ET. 10 SQ,FT. 15% 5 SQ.FT. 7.5% STUDY 50 SC.PT. 130 SQ,FT. 28% 91 SQ.FT. 19% 2ND FLOOR M. BEDROOM 70 SC.FT. 107 SC.FT. 23% BEDROOM #1 ~.EDROOM #2 M, BATH M. CLOSET I M. CLOSET 2 HALL/FOYER BATH #8 70 SC.FT. 70 SQ,FT. 80 SQ.FT, N/R N/R N/R 33 SQ.FT. I 70 SQ. FT, 33 SQ.FT. 40 SC,FT, 5 SQ,FT. 5 SC.FT. 45 SQ. FT. 6% 7% 12% 5% 5% 7% 9% LINEN CLOSE] N/R 5 SQ.FT. 9% BATH #4 N/R 20 SQ. FT. 19% GUEST BED. 861 SC,FT. 22% OFFICE SET 6.1 7.09 <,,' LIJ < S 0 f~0 m0 -~u_ Bb. d 1/4" = 1 '0" ENERGY CALCULATIONS A-5 FASTEST MILE WINDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3,2 (AMERICAN FOREST & PAPER ASSOCIATION 110 120 OF (FT.) STORIES: REQUIRED CAPACITY OF CONNECTION (LBS) 20 206 %- 681 291 681 SILL PLATE TO 24 260~ 355 FOUNDATION (CRAWL SPACE 2 28 314 ~ 426 OR BASEMEN'r) 32 368 A, 493 CODES, 24 206 '~13 421 291 254 421 WALL BO~-OM PLATE TO 28 260 % 355 FOUNDATION SLAB-ON-GRADE 2 32 314 : 426 55 422 561 U = CONNECTOR UPLIFT LOAD. L = CONNECTOR LATERAL LOAD (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD, (PARALLEL TO THE WALL) *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1,1,4. ~ TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CBLING DEAD LOAD OF 10 PSF(2/3 X 15 PSF). ~ TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMI~FED TO BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. ~ TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (WALLS SHEATHING WITH 7/16" STRUCT, SHEATHING A1TACHED W/8D NAILS SPACEO 6" AT PERIMETER EDGES AND 12" AT INTERMEDIATE SUPPORTS), FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY OF THE CONNECTION SHALL BE INCREASED, 'FASTEST MILE WINDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3 (AMERICAN FOREST & PA )ER ASSOCIATION 110 120 SPACING (IN,) (FT,) ~,2,~ REQUIRED CAPACITY OF CONNECTION (LBS) 12 341 ~.284 280 427 339 280 32 740 i\~ 927 RAP I ER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENTS PRESCRIPTIVE DESIGN TABLE 3.3A ALTERNATIVE TO TABLE 3 3 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS FASTEST-MILE WIND SPEED (MPH) 110 I 120 RAFTER/ CEILING JOIST WALL HEIGHT MAXIMUM ANCHOR BOLT SPACING (IN,) (FT.) SPACING (IN,) 16 8 3 3 12 10 3 4 ~10D BOX NAILS CAN SE SUBSTITUTED FOR 8D COMMON NAILS, ~WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. ~TO AVOID SPLIt-lNG, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN LA, SIDE OF A RAFTER OR CLG, JOIST WHEN FASTE~NED TO A 2 X6 TOP PL. UPLIFT STRAP CONNECTION RE~Q. (ROOF-TO-WALL, WALL-TO-WALL AND WALL~TO-FOUNDATION) PRESCRIPTIVE DESIGN TABLE 3.35 ALT. TO TABLE 3,B (AMERICAN FOREST 110 I 120 & PAPER ASSOC.) I FRAMING SPACING ROOF SPAN NUMBER OF 8D COMMON (IN,) (FT,) NAILS END OF 1-1/4" X 20 GAGE STRAP 12 3 S 16 3 4 20 3 16 24 4 32 5 36 5 7 U4 = CONNECTOR UPLIFT LOAD. L4 = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD.(PARALLEL TO THE WALL) ~TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF CEILING, D.L 10 P,S,F,), IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL SE INCREASED BY 1 NAIL AT EACH END, ZFOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS, THE TABULATED NUMBER OF NAILS SHALL BE PERMI~I'ED TO BE REDUCED BY I NAIL AT EACH OF THE STRAP FOR EACH FULL WALL ABOVE, SILL OR BOTFOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE 3,2A 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) 90I 100I 110 I 120 90I 100I 110 J 120 ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN,) SPACING (IN.) SILL PLATE TO FOUNDATION* CRAWL SPACE OR BASEMENT) 2 STORIES ALL~ 23 36 3* 19 28 WALL PLATE TO FOUNDATION* 1-3 STORIES (SLAB-ON-GRADE) 6 '~ 36 57 U CONNECTOR UPLIFT LOAD, L CONNECTOR I.~TERAL LOAD, (PERPENDICULAR TO THE WALL) S CONNECTOR SHEAR LOAD, (PARALLEL TO THE WALL) · ANCHORAGE REQUIREB TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1,1,4, ~ ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (2'79 PLF), 2ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O,O, ('731 PLF) BUILT IN ACCORDANCE WITH SECTION 'ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACr~Y OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C, (421 PLF) BUtLT IN ACCORDANCE WITH SECTION 3,4,4, SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING UPLIFT PRESCRIPTIVE DESIGN TABLE 3.25 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 SOLT CONNECTION SPACING (IN.) SPACING (IN.) SILL PLATE TO FOUNDATION* (CRAWL SPACE OR BASEMENT) 1-3 STORIES 72 72 72 72 72 72 72 72 WALL PLATE TO FOUNDATION 1-3 STORIES (SLAB-ON-GRADE) 40 33 28 25 51 42 36 32 C~-RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWINGS/SPECIFICATIONS. [~--15" ~- WALL , } 21" CLEARANCE ~-- WALL ~ TOILET, BATH AND SHOWER SPACED SCALE: 1 '=1/2" OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED, TO A 2 X 6 TOP PLATE. WALL /- WALL WALL 24" CLEARANCE IN FRONT OF OPNG. /-- WALL CLEARANCE -WALL / TOILET, BATH AND SHOWER SPACED SCALE: 1 '=1/2" C.Ol /2' FIRST FLOOR ,, TO APPROVED .O, PLUMBING RISER DIAGRAM OFFICE SET 6.17.09 <,,, III O0 0 < SCALE: 1/4"= 1 '0" PLUMBING RISER DIAGRAM