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HomeMy WebLinkAbout34702-ZTown of Southold Annex 54375MainRoad Southold, New Yorkl1971 4/19/2011 CERTIFICATE OF OCCUPANCY No: 34905 Date: 4/19/2011 THIS CERTIFIES that the building RESIDENTIAL NEW CONSTRUCTION Location of Property: 17327 Main Road, East Marion, NY 11939, SCTM #: 473889 Sec/Block/Lot: 23.-1-14.10 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 5/1/2009 pursuant to which Building Permit No. was issued, and conforms to att of the requirements of the applicable provisions of the law. Thc occupancy for which this certificate is issued is: One family dwelling with unfinished basement, first and second floor covered porches, (including tellis), enclosed porch, second floor deck and balconies and attached two car garage as applied for. Lot No. filed in this officed dated 34702 dated 5/21/2009 The certificate is issued to Tenedios, Steve & Tenedios, Olga (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 7/27/10 R10-08-0103 8/31/10 130591 7/30/10 ski Plumbing & Heating FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34702 Z Date MAY 21, 2009 Permission is hereby granted to: S & O TENEDIOS P 0 BOX 1196 SOUTHOLD,NY 11971 for : DEMOLITION OF AN EXISTING DWELLING & CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH GAR3tGE & WR3tP AROUND PORCH PER TRUSTEES/DEC & FEMA COMPL. at premises located at 17327 County Tax Map No. 473889 Section 023 pursuant to application dated MAY Building Inspector to expire on NOVEMBER MAIN RD EM/~R~H~T Block 0001 Lot No. 014.010 1, 2009 and approved by the 21, 2010. Fee $ 3,340.40 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 This application must be filled in by typewriter or ink and submitted to the Building Dep A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, s~eets,~nd unusual natu?a~l ~)r topographic features. ~2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 f~rm). Approval of electrical installation from Board of Fire Underwriters. 4 Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $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 Pm-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 New Construction: Location of Property: Old or Pre-existing Building: House No. Street Owner or Owners of Property: ~'~---O ~ "~,.ex~. ~.~; Suffolk County Tax Map No 1000, Section Subdivision Permit No. ~q '~ O,=,~.. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~ C~), ~ Date. '$7 St/g (check one) Hamlet Block [ Lot /~, lO Filed Map. Lot: Permit. 5/~ [/O9 Applicant: Underwriters Approval: Final Certificate: Applicant Signature LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. 670 MIDDLE COUNTRY ROAD ST. JAMES, NEW YORK 11780 (631) 265-3075 Fax (631) 265-6057 Application No.: 130591 Permit Number: 34702 Block: Lot: Section Owner: Tenedios Residence Address: 17327 Main Road Municipality: East Marion OwnerPhone NY 11939 Agent: Double Pole Electric ,,~ Address: PO BOX 130 Nesconset NY 11767 Licanse#: dp Agent: No. ITEM SIZE No. ITEM SIZE No. ITEM SIZE 130 Switches: 0 SubFeeds: 0 PoolsAbvBIo: 79 Receptacles: 0 Timers: 0 PoolslnGround: 13 GFCI Devices: 0 Transformers: 0 Pools Filter: 10 Dimmers: 0 ACEquipmentCentral: 0 Pools Lights: 127 MediumBaseFixturss: 0 ACEqulpmentWindow 3 CO Detectors: 2 FluroescentFixtures: 0 MotorsbyHP: 0 Disposal: 0 HID: 0 Generators: 0 Metal Halide Lamps: 2 RangeOvenCookTop: 40 0 WhidpoolHotTub: 2 RefrigUnits: 2 DryerElectric: 30 1 Microwave: 0 WalkinBox: 6 ExhaustFans: 0 WaterHeaterElectric: 0 ExhaustUnit: 0 CelllngFans: 8 SmokeDetectors: 0 SteamShower: 1 DW: 0 TrackUghtingStrip: 0 BrsadWarmers: 2 Laundry: 0 ElectricHeat: 1 GarbageDIsp: 0 HeatlngEquipMotors: 0 PumpMotor: 0 CentrslVac: 0 ExitSigns: 6 Disconnects: 1 ChandelierLifts: 0 EmergencySlgns: 2 FutureOutlets: 1 ElevatorLlffs: ~0A LOCATION OFWORK: []Basemen []FirstFIoor [] SecondFIoo ~ Outside L~ Addition [~ Survey [] New Const. Comments New Single family Residence 7/27/10 Rivera / Additions ~OH ~ UG [~ Amp: 400 Phase: 1_ Volts: 240 WireType: Al Conductor 250X2 # Meters: 2 MemberI. A.E.I. Electrical Certificate Cert,,cate No. 130591 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. THIS CERTIFIES THAT OUR LOCAL DISTRICT Certificate Issued on: 7/30/2010 iNSPECTOR CONDUCTED AN INSPECTION OF THE Issued to Tenedios Residence VISIBLE PORTION OF THE ELECTRICAL . ;: . INSTALLATION DESCRIBED HEREIN AND IS Address: 17327 Main Road East Marion Double Pole Electric PO Box 130 Nesconset NY COMPLIANT WITH THE CURRENT NATIONAL ELECTRICAL CODE. NY 11939 IAEI Certified Inspector 11767 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. ~ t4~ ~_~ ~ (Please print) (Please print) lead. 1 certit3, that the solder used in the water supply system contains less than 2/10 of 1% (Plmnbers Signature) ~x',o ~ Io he£ore Ine this da\' of 3 ,.-~% NolaryPuhlic, 5~C~0)~ County JODY NOVAK Notary Public, State of New Yorl( No. 01NO6015287 Qualified in Suffolk County Commission Expires October 26,~ · · e~e.. ee~ · · · · ~ e e e e-. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~)~FOUNDATION 1ST ] FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY ROUGH PLBG. INSULATION FINAL FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE ~ ~-,.~o-0 c~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [~ FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE 7~- 7"--o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING ~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- [ ] FOUNDA/TJON 1ST [ ] ROUGH PLBG. ] FO~I)ATION 2ND [ ] INSULATION [~I~MING[/~--~ [ ] FINAL [ ] FIREPLACE'&"-G~IMN~N--~' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: t~ DATE INSPECTOR~/~~-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION ~FRAMING ~ [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [,~-I~'i~G~H PLBG. [ ]~I~ION 2ND [ ]INSULATION [-~R~. I~.~1_1_1_1_1_1_1_~ STRAPPING []FINAL [ "T'FIR'~PLAcE & CHIMNEY [ ] FIRE SAFETY IKION [ ] FIRERESlSTANTCONS~UCl'ION [ ] FIRERESlSTANTF~iETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [~FIRE RESISTANT PENETRATIO~N REMARKS: ~"'~~' ~/ . INSPECTOR ~, ~~'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ~)C~FIRE RESISTANT PENETRATION /~ ', DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] IN~JL~TION [~INAL [ ] ~RE SAFETY INSPECtiON DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 "~ INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I.I/NSU~N [ ] FRAMING / STRAPPING [/] FIliAL ~ \ [ ] FIREPLACE & CHIMNEY [ ] FIR~ INSPECTION INSPECTOR ]iNspECTIoN REPORT I DATE I COMMENTS //1~/ , ~ ~1 / -- -- TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined 3/aye ,20__ Approved ,20__ Disapproved a/c Expiration ,20 I Btl~. D~PT. IOY/N OF SOUTH~D PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Tmstees Flood Permit Storm-Water Assessment Form Contact: Mail to: ]/~dqj~// ~/"]6,.../~ 7"~_ Phone: ,/--/,es" Building Inspector LICATION FOR BUILDING PERMIT Date 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 areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, 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, Suftblk 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, housin~,g code, and regulars, and to admit (Signature ~ o~ ma e, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~'/k] d &~:~,~ .~/~//~'~ 'O ~ (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 LicenseNo. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: 173Z7 House Number Street County Tax Map No. 1000 Section Subdivision Hamlet 73 Block 0 [ Lot Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, com!lqercial or mixed occupancy, specif~ nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear _Depth Height Number of Stories ~¢'! i'"';iii ':~-" [1' '!:!-~' ~ Dimensions of same structure with alterations or additions' Front ii[ ................. Depth .... Height__" ....... _Numbei fl,: tor i}¢. , ,,,. !{iii 8. Dimensions of entire new construction: Front__ __ Rear [ I Depth Height .... Number of Stories ] - .t(~ii 9. Size of lot: Frofit ! -- Rear _Depth / 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~D 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 7'-i¢'~J~'~/~'~' Address Phone No..~.~tr/--~dO. ffT~oCFo Name of Architect .,,OC~,~Ir~T-~ Address Phone No ~d'~/ok>~~v'' Name of Contractor .Y' Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YE~/~NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PER,AY BE REQUIR~. -- b. Is this property within 300 feet ora tidal wetland? * YE~xNO * 1F YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFff..~ ~ ~ (Name of individual signing contract) above named, (S)He is the ,/~"~/,~~ (Contractt~r, Agent, fforporate Officer, etc.) being duly sworn, deposes and says that (s)he is the applicant CONNIE D. BUNCH Notary Public. State of New Yo~ Comm'~i~ Expires ~'~il 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 perforated in the manner set forth in the application filed therewith. Sworn to before me th/s~ ] ~4'- day of ~_a,.~ ' 200~ Notary Public BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6973 DATE: OCTOBER 15~ 2008 ISSUED TO: STEVEN & OLGA TENEDIOS PROPERTY ADDRESS: 17327 MAIN ROAD~ EAST MARION SCTM# 23-1-14.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on October 15, 2008, and in consideration of application fee in the sum of $250.00 paid by Steven & Olga 'Tenedios and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish the existing structures on the property and construct a new dwelling and detached garage, with the conditions of a line of staked hay bales and silt fencing installed prior to construction, the dwelling is to be moved back 3' to place it outside the jurisdictlon of the Board of Trustees, and as depicted on the site plan prepared by Mark K. Schwartz, AIA, last dated October 17, 2008, and received on October 17, 2008. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. Jame~ng - Absent James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosic, Jr. Town HallAnnex 54375MainRoad P.O. Box 1179 Southold. New York 11971-0959 Telephone (631) 765-1892 Fax ~631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 22,'2009 Mark Schwartz, AIA P.O. Box 933 Cutchogue, NY 11935 RE: STEVEN TENEDIOS 17327 MAIN RD., EAST MARION SCTM#23-1-14.'I Dear Mr. Schwartz: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., Apdl 22, 2009: RESOLVED, that the Southold Town Board of Trustees APPROVES the Amendment to Permit fl6973 to reduce the house footprint and shift the house location 36' to the south, and as depicted on the site plan prepared by Mark K. Schwartz, AIA last dated March 19, 2009. This is not a determination from any other agency~ Sincerely, JFK:lms Jill M. Doherty, President Bob Ghosio, Jr., Vice-President James F. King Dave Bergen John Bredemeyer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0636C Date: April 15, 2011 THIS CERTIFIES that the demolition of existing structures and construction of new dwelling; ~arage; 20'x40' in-ground swimming pool; patio on grade; and pool house At 17327 Main Road, East Marion, New York Suffolk County Tax Map # 23-1-14.10 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated September 23, 2008 pursuant to which Trustees Wetland Permit #6973 Dated October 15, 2008 and Amended on April 22, 2009 and Amended again on May 20, 2009 and Amended again on December 16, 2009 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing structures and construction of new dwelling[ garage; 20'x40' in-ground swimming pool; patio on grade; and pool house The certificate is issued to STEVEN & OLGA TENEDIOS owner of the aforesaid property. DEC PERMIT NLrMBER 1-4738-02846/00003 NEW YORK STATE DEPARTMENT OF ENVI~.ONMENTAL CONSERVATION FACILiTY/PROGRAM NUMBER(S) PERMIT Under the Environmental Conservation Law EFFECTIVE DATE January 15, 2009 EXPIRATION DATE(S) January 14, 2014 TYPE OF PERMIT · New [] Renewal [] Modification [] Permit to Constxuct [3 Permit to Operate [] Article 15, Title 5: Protection of Waters [3 'Article 15, Title 15: Water Supply [3 Article 15, Title 15: Water Transport [] Article 15, Title 15: Long Island Wells [] Article 15, Title 27: Wild, Scenic and Recreational Rivers [] 6NYCRR 608: Water Quality Certifica- tion [] Article 17, Titles 7, 8: SPDES ~ Article 19: Air Pollution Control [3 Article 23, Title 27: Mined Land Reclamation [] Article 24: Freshwater Wetlands · Article 25: Tidal Wetlands [] Article 27, Title 7; 6NYCRR 360: Solid Waste Manasement [] Article 27, Title 9; 6NYCRR 373: Hazardous W~ste Management [] Article 34: Coastal Erosion Management [] Article 36: Floodplain Managemem [] Articles 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control PERMIT ISSUED m TELEPHONE NUMBER Steven & Olga Tenedios ADDRESS OF PERIvnTTEE PO Box 1196, Southold, NY 11965 CONTACT PERSON FOR PERMn~ED WORK Mark Schwartz, Architect, PO Box 933, Cutcho~ue, NY 11935 NAME AND ADDRESS OF PROJECT/FACILITY Tenedios Proper% 17327 Main Road (Route 25), East Marion COUNTY [ TOWN I WETLAND# Suffolk Southold Lonl~ Island DESCRIPTION OF AUTHORIZED ACTIVITY: TELEPHONE NUMBER. 631-734-4185 Sound NYTM COORDINATES E: N: Demolish existing structures; construct a new dwelling, garage, porch, decks, and pervious driveway; and install new septic system. All work shall be done in accordance with the attached plans stamped NYSDEC approved on January 15, 2009. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified and .any Special Conditions included as part of this >ermit. DEPUTY PERMIT ADMINISTRATOR: ADDRESS Region I Headquarters, SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY Mark Carrara 11790 - 3409 AUTHORIZED SIGNATURE DATE ~~ January 15, 2009 Page 1 of 4 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Steve Tenedios & Olga Tenedios Policy Number .6,2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 17327 Route 25 c~y EastMarion State NewYork ZIPCode 11939 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Suffolk County Tax Lot Reference No. 1000 -- 023.00 - 01.00 - 014.001 OMB No. 1660-0008 Expires Februa~ 28. 2009 A4. Building Use (e.g., Residential, Non-Residential, Addition, Accessory, etc.) R~idential A5. Latitude/Longitude:Lat. N 4108' 24.4' Long. W7219' 11.1' HorizontalDatum: [] NAD1927 [] NAD1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number _8 A8. For a building with a crawl space or enclosure(s), provide a) Square feotage of crew~ space or enclosure(s) 2314sq ff b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade c) TotalnetareaoffloodopeningsinA8.b 2400 sqin A9. For a building with an attached garage, provide: a) Square footage of attached garage 749 sq fl b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade c) Total nat area of flood openings in A9.b 800 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number TOWN OF SOUTHOLD 360813 lB2. County Name SUFFOLK lB3. State NEW YORK B4. Map/Panel Number B5. SurEx 36103C0064 H B6. FIRM Index Date SEPT.25,2009 B7. FIRM Panel Effective/Revised Date SEPT.25,2009 Zone(s) AE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item Bg. [] FIS Profile [] FIRM [] Community Determined [] Other (Describe) Bll. Indicate elevatlen datum used for BFE in Item B9: [] NGVD 1929 [] NAVD 1988 [] Other (Describe) __ B12. Is the buildiog located in a Ccaatal Banier Resources System (CBRS) area or Othen~ise Protected Area (OPA)? Designation Date __ [] CBRS [] OPA I-lYes []No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: [] Construction Drawings* [] Building Under Construction* [] Finished Construction *A r~w Elevation Certificate will be required when construction of the building is complete. C2. Elevations- Zones A1-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/Al--A30, AFUAH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized RIENT U 325 Vertical Datum NAVD '88 Conversion/Comments Chec~ the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 9.45 [] feet b) Top of the next higher floor 12.45 [] feet c) Bottom of the lowest horizontal structural member (V Zones onty) [] feet d) Attached garage (top of slab) 10.25 [] feet e) Lowest elevation of machinery or equipment servidng the building 12.65 [] feet (Descdpe type of equipment in Comments) t) Lowest adjacent (finished) grade (LAG) t t.1 [] feet g) Highest adjacent (finished) grade (HAG) 1~.5 [] feet [] meters (Puerto Rico only) [] meters (Puerto Rico only) [] meters (Puerto Rico only) [] meters (Puerto Rice only) [] meters (Puerto RJco only) [] meters (Puerto Rico only) [] meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION '~is ceHJacaflon is to be ~gned and sealed by a land su~eyor, engineer, or architect authorized by law to ce~ elevaUon info,.mation. Certifier's Name Mark K. Schwartz License Number Title Architect Company Name Ma~k Schwa~., Amhltect Address P.O~. ~x 933. / ~,/~ City Cutchogue State NY ZIP Code '11935 Date Telephone (63t) 734-4t85 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 17327 Route 25 IFor Insurance Company Use: Policy Number Company NAIC Number City East Marion State NY ZIP Code 11939 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Cedificate for (1) community off. al, (2) insurance agent/company, and (3) building owner. Comments Signature Date [] Check hem if attachments SECTION E - BUILDING ELEVATION INFORMATION {SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E t. Provide elevation information for the following and chec~ the appropriate boxes to show wflether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is [] feet [] meters [] above or [] below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is . [] feet [] meters [] above or [] below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of thstrucfions), the next higher floor (elevation C2.b in the diagrams) of the building is [] feet [] meters [] above or [] below the HAG. E3. Attached garage (top ofslab} is .___ []feet •meters []aboveor [] below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is [] feet [] meters [] above or [] below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? [] Yes [] No [] Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's au~o[ized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community-issued BFE) or Zone AO must s~n hero, The statements in SecEons A, B, and E are co/rent to the beat of my knorr. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments r-I Check hero if atta~;hment~ SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G 1. [] The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation date in the Comments area below.) G2. [] A community official completed Section E for a building located in Zone A (without a FEMA-issued or community-issued 8FE) or Zone AO. G3. [] The following infermatlen (Items G4.-G9.) is provided for community floodplain management purposes. [ G4. Permit Number [ G5. Date Permit Issued [ G6. Date Certificate Of ComplianceJOccupancy Issued G7. This permit has been issued for: [] New Construction [] Substantial Improvement G8. Etevation of as-built lowest floor (including basement) of the building: .__.[]feet i--I meters (PR) Datum __ G9. BFE or (in Zone AO) depth of flooding at the building site: __ [] feet [] meters (PR) Datum Local Official's Name T~tle Community Name Telephone Signature Date Comments Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 17327 Route 25 City East Marion State New York ZIP Code 11939 Company NAJC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW TAKEN MARCH 3, 2010 Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 17327 Route 25 City East Marion State NY ZIP Code 11939 CornpanyNAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." SIDE VIEW TAKEN MARCH 8, 2010 Smart VENT 877- 441- 8368 www.smartvent.com INSTALLATION INSTRUCTIONS & DETAILS MODEL 1540-510 DUAL FUNCTION FLOOD AND VENTILATION VENT REV. 5-15-09 INSTALLATION INSTRUCTIONS 1. Remove vent door from vent frame. (Turn upside down, rotate bottom of door outward and slide out) 2. Prepare a CLEAN 16.25" wide by 8.25" high rough opening (approx. 1 block wide X 1 block high) for each vent. Ensure the bottom of the rough opening is no more than 12" above the finished grade. 3. Apply a bead of silicone or polyurethane adhesive around the back of the flange on the vent frame. (FIG. 2) 4. Bend the 4 steel straps to the thickness of the wall measuring from the end with the teeth (see STRAP DETAIL) 5. Insert the top straps into the top two strap slots about two clicks. 6. Insert the vent frame in the cut opening. The bent strap ends go in then up behind the inside of the wall. Push the frame tight against the face of the wall. Ensure the frame is flush and square in the opening. (FIG. 3) 7. Reach through the vent opening and click the two straps in while holding the front of the vent against the wall face. The sharp point of the straps should not extend past the front of the vent face. Install the two remaining bottom straps. 8. Re-check that frame is square and slots are clear of debris, and caulk. 9. Install the door into frame by grasping the bottom of door (with float pins down) and front (small screen in front). Slide door into frame and rotate until it is latched. 10. To open the door insert two credit cards into the float slots as shown in the diagram. This will unlatch the door for removal and cleaning. DETAILED SPECIFICATIONS: MATERIN_: STAINLESS STEEL OPERATION FLOOD'. AUTOMATIC NON-POWERED ACTIVATION AND OPERATION VENT REMAINS CLOSED AND LOCKED UNTIL ACTIVATED OPERATION AIR: AUTOMATIC LOUVERS FULLY OPEN AT 75 DEG. FULLY CLOSED AT 35 DEG. NO POWER REQUIRED INSTALLATION: SECURED W/ 4 STAINLESS STEEL STRAPS SUPPLIED HYDROSTATIC RELIEF: 200 Sq. Ft per Vent VENTILATION: 51 Sq. In. per Vent NOTE: VAPOR BARRIER ALLOWS FOR REDUCED VENTILATION REQUIREMENTS FLOOD: MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS COLORS: STAINLESS (STANDARD) EXTERIOR POWDER COATED WHITE, WHEAT, GRAY, AND BLACK (~VAILABLE) MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH BY: FEMA, NFIP, ICC, & ASCE SUPPORTIVE DOCUMENTS, TB 1-08, 44CFR 60.3(C)(5), ASCE 24-05 ICC EVALUATION # ESR-2074 Smart VENT 877- 441- 8368 www.smartvent.com VENT DOOR DETAIL DIAGRAM MODEL 1540-510 DUAL FUNCTION FLOOD AND VENTILATION VENT SILICONE/POLYURETHANE i o~ STRAPS INSTALLED, I L_J I TWO ON TOP T~/D ON -- VENT FRAME FIGURE 2 Side View = 16 1/4" R/n FLOAT SLOTS FIGURE 1 Front View SLOTS USE TWO TOP AND TWO BOTTOM BEHIND THE RODENT SCREEN, LDUVE AUTOMATICALLY OPEN AND CLOSE TEMPERATURE. NO ELECTRICITY IS NEEDED -F FIGURE 3 ~2' .Ax FRO. FINAL GRADE Side View DETAIL. _ I~ ~8 0 ~IZT~ N T CLICK iN TIGHT Tn I.~U~E ~i~ .... im ~ N TALLATIDN, I ~ SE~ ~ST s~ FO~ / SMART VENT Foundation Ftood x.x +~.-~.~ SMART VENT, ~ */-~e3 DUAL FUNTION FLO0[ =~ .,'~ 877-441-8368 m',mvezn~oNw~ WWV/.$M.~qWENT.COM MODEL 1540-510 a*= =a,~ ~ ~ ~. ~ ^ 1540-510 AUG-30-2010 14:51 From: To:76595~ P. lxl August 27, 2010 Southold Town Iluilding Inspector 53095 Main Road P.O. Box 1179 $outhold, New York 11971 Re: SCTM #1000-23- I-14.10 Bfionngloid by the Sea, Lot 6 Tenedios Tree Application #6973 Tenedios ZBA Application #6315 Tcncdios ZBA Application #6323 Tenedios ZBA Application #6407 Dear Ladies and Gentlemen: We represent the owners oflvots 4 and 5 of Brionngloid by the Sea. At yesterday's Zoning Board of Appeals Hearing, once again the applicant admitted to being an habitual vio ator of thc Town Code and the public's property rights and sensibilities, to wit: The applicant adnlitted to ~ over elearin~ its lot #6 beyond the existing limits o£clea-qng approved last year and beyond the proposed new limits of clearing, yet to be approved by the Board of Trmtees, thc Board of Appeals and the Ruilding Inspector!. The applicant's attorney arrogantly brushed aside questions as to the illegal cleating by averring that she would mk.e cam of it with the Tmstee.q...lt's no problem! I beg your pardon? Whm deal docs she have? And with whom? The applicant admitted to inslalling a~t-foot fence inl the fi'ont yard. No problem? The applicm~t has installed a ille~#! builder's adv~rti.~in~ aign ou thc southwest comer of our lot #5, north of New York State Route 25. We have no relationship with this builder, nor have we authorized its activity nor the slbm. Please actions. Zoning Board of Appeals Board of Trustees Patricia C. Moore, Esq. investigate the above blatant code violations and take all appropriate enlbrcemcnt LON'~ ISLAND S '"~.,, ,,. OUND r 25' VVIDE R.O*W* PER FILED MAP SITE PLAN SCALE: 1" = 50'-0' REVISIONS: OL PALE BRO~q FINE SAND TEST HOLE DATA PROVIDED BY: McDONALD GEOSCIENCE 09/22/2OO6 S 56°27';~0" W 300.354' PARTIAL SITE PLAN SCALE: 1" = 30'-0' PROPOSED SEPTIC SYSTEM DETAIL N.T.S. GRADE: ELEVATION: 12.5' INV. ELE. -I.0' INV. ELE. -2.Fl (EL. 11.5) (EL, 9.4J l NOTE: SOIL CONDITIONS REQUIRE EXCAVATION OF CLAY AND SILT. TO BE BACKFILLED ~UITH CLEAN SAND FOR SEPTIC SYSTEM. SEPTIC TANK LEACHING POOLS (OR EQUAL), 5URVE'r' OF LOT 6 HAP OF E~RIONN®LOII2 BT' THE SEA FILEP AUC,-,-,-,-,~ST 22, I,;1'1,~ LON® FI! F No, (~'/11 SITUATE: EAST MARION TOINN, 5UFt=OLK COUNTY, N"I' 5L~VETED: JJLY q, 2008' FOUNDATION LOGATION: JUL'r' I~, SUFFOLK (_.,OUNTT' TAX # I000 - 29 - I - 14.1 OLGA N60°~D,25,,E SOUND ( ........ LO'~ ........... '~&TE~) 245.26' 4 5 6 EAS'I MAIN 5;ri RI{}~T Rt hRH[zAI), % ~ I lg()l 369-8288 [:ax 369-8287 N.Y.S. I,IC. N(). 50202 REF \\C npaqse '~c '\pr( s\ )8\08-168 FD,\T tO('.pro NOTE--~: AREA = 77,28,4 5P OR 1.7'1 ACRE5 ®tP-.APHIC SCALE I"= .50' AJRx/E¥ OF LOT 6 "HAP OF ~IONN®LOID t~¥ TH~ ~EA" t=ILEP AUC,-U~T 22, Iq"/8, FILE No. 6"/11 51TUATE.' EA..ST MARION TOI,",IN.- 50UTHOLP 5UF:F:OLK COUNTY, I',i'Y E'JURV"£YED: ,JJL¥ ':t, 200,~ FOUNDATION LOCATION: JULY' I~, 200q UPDATE~ HAY 2], 2010, J)N~ 14, 2010 JULY 15, 2010, ~T I0, 2010 ,~U~=OLK C, OUN'i'~ TAX # I000 - 29 - I - 14.1 ?)UFFOLK COL,'N'Ih" DEPT. OF HEAd_TH P. EF. # RIO - O~ - OIO~ O]bgA $ Ob"~"~ BAY A.BS"~.~CT, hc. BAWYf_,~ TEL,~ LON® N60 °BO'25"E ISLAND SOUND t_oo? ? - 556 °2-/?JO"l,q LOT 4 LOT NOTES,: AREA = "1-'/,2,64 5F OR I.~g AGRE~ FLOOD ZONt~ ~IP--OI'~ FEI'lA FLOOI~ INE~.ANGE PATE MAP NO. ~olO~__.,O0~4PI t;e~---MIS~.D ~EPT. 2.5, 200q DRYINELL LOCATIONS A5 PEP-. t3UILE:~-R 6 EAST MAIN' STREET N.Y.S. LIC. NO. 50202 R1VERHEAD, N.Y, 11901 369-8288 Fax 369-8287 R'EF.C:\Documems and Settings\Owner\My DocumentsWly Dropbox\08\08\08-168 final map.pro E:~PTIC, DETAIL ~._.ALE I":~)' ®RAPHIG ~C, ALIE I"= .f: UP. VE¥ OF LOT "MAP OF: ~,t~.IONNOLOID B'r' Tl-I~ ~" FILED AUC,N~T 22, FILE No. E;,-lll SITUATE: P__..AST MARION TOINN: 5UF:t=OLK COUNTY, NY 5Uf~VETED: JULY q, 2006 FOUNDATION LOOATION: JULY ID, 200q UPDATE: MAY 2-/, 2010, JUNE 14, 2010 JULY I5, 20lO, AUC~)~T lO, 20lO SUFFOLK CX:~UNT~ TAX # I000 - 2~ - I - 14.1 .5~:FOLK- C.(A~TY Z)EPT. OF HEALTH RIO - 06 - 010~ BAY A~ ~'I'~J~C'~, ~c. LOT LON6 N60°~O'25,,E ISLAND SOUl, - RECEIVED OSF~FicEUFF. CO. HEALTH SERVICES OF WASTEWATER MGT. 245.26' LOT 4 5 AP--~A = -/-L264 ~F O~ I.-/-I AC, P.~5 FLOOD ZONE FROM FEMA FLOOD INf:A,~.ANC, E P. AT~ HAP NO. ~10~_.0064H P.L='v'I.~:~D E~PT. DP.¥1Nt-:LL LOC, ETlON5 A5 PER DUILDEt~, 6 EAST MAIN' STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.C:\Documents and Settings\Owner\My Documents\My Dropbox\08\08\08-168 final map.pro .E~PTIC. I~ETAIL ~'---,,ALE I"=.~)' ®RAPHIC, .,50ALE I"= 50' TOWN OF SOUTHOLD P~'~OPERTY-R~ORD CARD '-' "" "-' OWNER STREET I ?'~t-~'7 VILLAGE DIST. SUB. LOT ~ FOYER ~NER ~ ' v ~ N E ~Y ~ ~ f ~O S W ~PE OF BUILDING lES- ~ I ~ S~5' VL. · FARM CO~. CB. MICS. Mkt. Value , ~ND "' IMP. TOTAL DATE R~RKS ' illable FRONTAGE ON WATER ~ ~ /~land FRONTAGE ON ROAD [~adow~d DEPTH ~ ~ )~. ~ / ouse Plot BULKH~D ~tal Extension Extension Extension Porch Porch Breezewoy Garage Patio O.B. Total COLOR TRIM Foundation ~-~. ~_ Bath Dinette Basement ~ Floors c~_~?,.L+ ~ ~-l- K. Ext. Walls Fire Place Type Roof Recreation Room Domler Interior Finish Heat >,ooms 1st Floor Rooms 2nd Floor Driveway LR. DR. FIN. B Date 4:~ -' '-~l - I (LO File# I ~ TOWN OF SOUTHOLD COMPLAINT REFERRAL FORM Location of Complaint: Ir{ ~'-] ~J ~ ~ ~)/~.~.. SCTM ~. - ~ - I~. Prope~Owner: ~[~ ~.~g~ Phone 7~ - ~2~ NATURE OF COMPLAINT: ACTION TAKEN: Optional: Complainant: Address Report Taken By: Date Referred to Code Enforcement: By Phone__ Phone: Date Mail In Person CODE ENFORCEMENT REPORT SITE INSPECTION REPORT/DATE: ACTION/DATE: REVISIONS: OPTIONAL RESIDENTIAL ELEVATOR g. Obtain all information affecting work atjob site. Include a mmn lift nut failure will prevent uncontrolled descent. verification of field, H. The motor shall be instant reversing with a minimum of ~/4 HP r-' -[ I dimemiom, anchonng and storage. Verify voltages and outlets on capacity. ~ALK-IN CLOSET 1.02 REFERENCE~ baked to cure. ',, I BACK HALL ',, ' ~ I I ASME A18.1 L. Color shall be Jelected from manufac~urerJ Jtandard color ~hal[ be in each landing level i ~ co~ ,*. "~ ~ ...... ~~ ......... /~ ~ ~ ~ installation, WLthout removal of anv carriage .ttachin. bolts. ~" ~ : k / I I !~ ~ ~ ,.0~ ~M DESCR[~ION O. Unit must be assembled and tested in facto,y before UTILITY ROOM I~ ?~ ~, ~ ~A~ ~ ~o. 3 ~~-- ,~i ~ A' The product described herein manufactured by National P. An emergency stop switch shall be provided. ' '1-' -"1 '" ~" I ~~~LI ~ ~ '-- S" ~ ~ ~ Ve~icalPlaff°rm[iffc°n'i'ting°famachmet°werwithliffing mechanicallockwltha I~ to or within a residence. INVERSE TIM[ dimensional and wiring requirements. 2.03 ACC.SORIES 1ST, FLOOR 2ND, FLOOR ,~0~ QUALI~ ASSU~NCE Ve~icalSPECIFl[RPLEASENOTE-Duet°differentre'[dentialappli~atmn'°fPlafferm SCALE: 1'/4" = 1'-0' SCALE: 1/4" 1'-0' ~. Manufadurer: Company with not le~ than twenty (20) year, of LiRE please ~rike the optional items ~hown if not umd. ~ 12 1/2" I ~ SEE NOTE (1) unit, including all ~hall be provided at the lower level. The height and type ~hall depend  ~ cleaning of ~he unit and high that rides on ~ 28" D.B.G. ~ J PEDE~AL ~ w' ~.~,~ ~ [ REJPONS,81LI~: FLOORING FOUNDATION PrY: 6" DEEP ~ii Jla J , mbstituted and a complete description of the proposed substitufions 3,02 INSTAL~TION ~ R2 FAS*ENtNGS. W~T~C*L JOISTS MOTO~ llOv FOg CAB ~ ~ ~[~r,~ photographs of exi~fing Guide[ine~, RAIL REACTIONS ~NTmVA~ NOT TO EXCEED -- ~,, ~ R2 = 400 R2 = 450 N ALLOW m-~ W~E~ FOR O~EmN6 ~~~ O O ~2~I I L ~ ~ * EL~ATO~ DOOR (NOT GATE) TO BE ¢ ......................... steel. E. The instagation of the ve~ical plafformliffshallbe madeln n ~ ~ I (~LE TO MATCH OTHER DOORS) WITH ,,~ .......... ~*eJ ~J ,.o~ k~c~*lo~s o, c~, U~N~,~ . tubing with a minimum .120 wall thickness, instructions. shall be used in all HOI~AY WALL ~EHINb THE ,HE~KOCK. Covers shall be 1B-gauge zinc clad steel minimum. ~_~..... (]) ,m~Ak CUe AND/O~ D~AD ~ND ~t~C, ~AV NOT ~ ON ALL ~OmLS. BACKINGSHOWNABOVETOANCHORELEVATO~[AIL~RACK~,agL2 7 2010 ELEVATOR CONSTRUCTION DETAILS April 30, 2009 SHEET NUMBER' -- I~--- R1 CONTRACTOR'S FASTENtNG$. VERTICAL RAIL REACTIONS INTERUALS NOT TO EXCEED BY CAPACITY TO ALL PERTINENT BUILDING (PER RAIL) CODES FOR HOiST~X/AY 750# 950~ RATING, HOWf~AY TO ~E R1 = 150 R1 = 175 THROUGHOUT [NTIAE HEIGHT R2 = 400 R2 = 450 II II FLOORING FLOOR JOI~TS Lw N N SECTION A-A FRONT ¥1ELU E U, ILT-IN tB,A,F t E UE EPETAIL5 GENEt~,~,TOR pit 5pEC:IFIC,ATION5 DEC PHOTOB BHOTO A SUFFOLK COUNTY TAX MAP No.: 1000-23-1-14.1 DESCRIPTION: EH _OT9 F ~QTO G pHOTO H AREA: PHOTO B pHOTO C PHOTO D LOT COVERAGE: EXCAVATE: FILL: REMARKS: j ~JETLANDS: 25167.6 SQ. FT.. TOTAL LOT w/o '~ETLAND~: 10423.0 SQ. FT., %J LOT COVERAGE INC. ~7JETLANDS: 22.4 o N s&. .Bp s o u N D (TIE LINE ALONG APPARENT HIGH WATER) .~ ~PR NG HIGH WATER COASTAL BARRIER 11-. FLOOD ZONE ' ~ COAST_S..TA_~LALERosi FLOOD ZO ( D,W.i EL 15 PIT (VERIFY _OCATION IN FIELD w/OWNER) It,, (VACANT) SITE PREPERATION, \ \ \ 'N 20.8' 25' WIDE R.O.W. PER FILED MAP EXCAVATION MU~T NOT BEGIN UNTIL THE LOCATIONE OF UN DERG~.OUND WIREE. CABLES ANO PIPE5 HAVE BEEN MABKED OR UNTIL VERIFICATION FROM UTILtTY 25' WIDE R.I hW. PER FILED MAP S 56"27'30" W 300.354' .'~PPROVED BY FF~OPp. SEI~D OF TRUSTEES ': L.,V/N OF SOUTHOLD (VACANT) BEACH PARCEL PER FILED MAP INSTALL STRAW BALES AND SILT FENCING AS INDICATED (SEE ERROSION CONTROL DETAIL SHEET) POOL 2 STY. FRM. GARAGE 40.0' :..: :..,.- ,:.{ ~ ',o'/'.-,'; ':'.' ~ ':',' ~ '.:'; '7-' /: ',,',' .'.pRl.~E~6y:' '.;' ',.:' '. / LAND OF THE STATE OF NEW YORK / / NOTE; THE CROSSING OF WATER AND SEWER LINES SHALL SE AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY, IN SUCH OASES; 1 ), SEWER LINES SHALL BE LAID BELDW THE WATER LINE AND PROVIDE A SEPERATION OF AT LEAST EIGHTEEN INCHES BETWEEN THE BOTTOM OF THE WATER LINE AND THE TOP OF THE SEWER LINE; ANE 2), SEWER LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT OF CROSSING APPROVED BY BOARD OF TRUSTEES TOWN OF SOUTHOLD DATE ~fCNY ~ ~ o¢ I I S-1 STORMWATER MANAGEMENT REQUIREMENTS WHERE APPLICABLE STANDARD AND SPECIFICATION FOR ST[balg~~D SPECIFICATION FOR SILT FENCE ~.,~.~ ~ BALE DYKES HAVE AN E~IMATED DESIGN LIFE OF THREE (3) MONTHS, BY ULTRAVIOL~ 5TABILI~ OF THE FABRIC WILL DILATE THE MAXIMUM WATER ~ON DITIONS WH ERE P~TI:E APPLIES: ,EmOD THE S~LT FENCE g~V ~E U~ED ~ ~ THE ~ ~ZL~ inK, ~S mm ~HE~E: CONDITIONS WHERE P~CTICE APPLIES: -- ~~ A JILT F~NCE MAY ~" U~ED ~U"J,CT TO THE BOLLO~ING CONDITIONS' I CON~T""~OH "E"CENT ~LOPELENGTH 4',Z 125  SILT FENCE STRAW BALE AMD SILT FENCE SHALL NOT EXCEED I/2 ACK[ P~ IO0 FE~ OF FENCE: AND ADDACENT ADJACENT STEEPNESS ~EFERS TO THE ~EEPE~ SLOPE SECTION CONTRIBUTING ~PICAL RESIDENTIAL PROPER~ ~ TO THE ~RA~ PALE DIKE. 1) DLT FENCE FABRIC' THE FABRIC SHALL ME~ THE FOLLOWING PROPER~ HOUSE FOOTPRINT ~ ~ ~ ~~ ~REN~H (lbs.) gO RECOMMENDED ~N~H (PS~) ~ [WNLY SPR[~a ~W TOE-IN ST W BALE DIKE DETAILS SILT FENCE DETAILS _ 1. S~ STAKES 2. EXCAVATE A 4" X 4" TRENCH UPSCALE ~ ~ ~ mAINAa~ AaEA NO UmE THAN ,/~ Ac, ,s. ~ ~ ALONG THE HNE OF STAKES. PROPERLY INSTALLED ST~W BALE I 1. Excavate the Trench 2. P~CE AND STAKE STRAW BALES. -~ .... 3. STAPLE ~LTER NATERIAL TO STAKES 4. BACKFILL AND COMPA~ I I DRIVE BOTH POSTS , B~ MADE PROM~[Y A~ N~DED (MIN 0 A~PROXiMATE ABOUT 10 INCHES 4], MAINTENANCE R-IALL BE PRefORMED AS NEEDED AND 5) BALLS SHALL BE REMOVLD WHEN TN~ HAVE SERVED THEiK J k 4" X 4~' TRLNCH I 3. BACKFILL AND CON PA~ THE DRAINAGE, DRAINAGE [NSTAL~TION ,~.~ ~,~ EX.FATED SOIL. (FRONT EL~ATION) D~: MH / MS SOUTH ELEVATION REVISIONS: _.., .- ,, ., ,,.. , , ,, , , : , ~ ~-=~ ..... 5/4 VERSATEX NORTH ELEVATION --.~, 13'-7Y*" 17'-7 1/2" 28'-0" 7'-4 1/2" lf-7" 8'-6" 16' 6V4" TOP OF FOUNDATION: ELEVATION 12.6 REMOVABLE ,GRATE ITOP OF HOUS~ FOUNDAT]ON: EL. 11,6 (EXCEPT ~)HE~.E NOTED- V.LE.) 8'-6" ] 8'--6" ] 8'-- 51~4'' UTILITY ROOM 18'-11" 1 FOUNDATION ',~A LL HEIGHT TO MATCH HOUSE FOUNDATION I I [ 8' 6" 8'-8" 8'-6" HEIGHT 10'-8V~," (SEE CROSS GARAGE 4' -- 81/,~'' 12' 03/,." 5X, SXI/4 STEEL C~DLUMN REINFORCED w/#5 REBAR 5 -7A 12'_111A'' 15'_11A'' 9'-2"' 27'--25/B'' BUILD CUSTOM OUTDOOR KITCHEN w/GAE HOOK UP, PLUMBING AND ELECTRIC. 9'~6 FOUNDATION PLAN SCALE: 1/,:t"= 1'-0' PROJECT NORTH ACTUAL NORTH 57'-1" 14 -5V2 1Z'-1" T~230410 DEC 15'-1" CD © CD PER CODE 3 -4 4 3'-434" 8'-9Y2" 3'-3" 3'-6" 6' (3) 2XlO DF#2 HOE. 13'-1¢ {3) 1-3/4X14 ML w FI-. 7-51/2" 5'-2" [fill ITY ROOM --. (2) 14."'ML EL. HDR. PERGOLA 3/¢ STL FL, PLT. FLUSH HdADER 2-nAR P. ARAGF lS" ML HDR / 24'~0" :Z:- 11" '-9' (-8" 87'-5;A" 55 -44 11' 71/d' 16'-71/:" (-11s4" 7'-011/2" I , :1-8 ~3062-2 22' i .SBEAT_B2C~ (2) I-3/4X9-1/2 ML HEADER ENTRY HAl I 'LQ {BARREL CEILING) -- -~' . -- (2--) F__3/A_xg_I/2_MLHE_ADZ~- -- . 9T17R opE'"~ FNTRY 17 1" (2) I-3/4Xll-7,./B Mt. HEADER {BOXED tN) 62'-4" 4'_1134'' PANTRY 6'-2" 8'-7" i' i 14" DIA. F,G, COLUMN 6'-8;4" 2'-0: ¢' ' ' } , 1CT P:I /3/~D DI Alii -~/ , ,,:,":' ' ~ [ ......... SCALE:l/4"=1'-0' q ',~5~ - --- '~ '// PROJECT NORTH 7'-2"A" 4'-g" 20'--81/2" ACTUAL NORTH GENERAL CONTRACTOR TO COORDINATE MEETING WITH OV[NERS FOR APPROVAL OF ALL ROUGH ELECTRIC, REVISIONS J I L _A-4 75'- 10i/2'' 3T-1" 3'6" T-0" 6'41~'' 8'-8" 8'-8" 13'-3" & 7'--31A" 13'-6V2" 2'-10V2"I 12'-0" HIGH RAILING PARALLAM COLUMN PARALL&M -- COLUMN DECK. PROVIDE ROOF DRAIN TO CONNECT T,O DOWN TO DRY.ELLS · , 23'-f' COLUMN 10'-8" 13'-3" : / il!, '{x ..... f ;/' I"- '' J, 4'-11" ........ i 33'-6 DECK 4'-11" t 7'-1" J, T-l" 14' 2" 1/2" 17'-6" APPL~ (HEETROCK OVER 5/8II CDR ~ITG, (CONTINUE 4X6 ,\ I x 7'-01/2" 9'-7" 75'- 10V2" / oPE'~ / / / / COLUMN (3) 1-3/4XI6 ML w/(2) 3/4" 5TL FL, PLT. FL, HEADER J ML HDR. COL 17'-1" COLUMN ,, TOWER OPEN TO X ,2 · TEMPERED I PULL DOWN I' ST~ I / / x \ / 12" DIA. I \ / x ER 12'-8" PA~L~M ii/ jj COLUMN ML HEADER ,, & 5'- 5a/4'' 6 - a ;/,, 12'-111/:" 11'-4V:" 5'- 9V~' 20'-81/2'' 2ND. FLOOR PLAN SCALE: 'I/4" = 1'-0' ~) PROJECT NORTH ACTUAL NORTH GENERAL CONTR ACTOR TO COORDINATE MEETING WITH OWNERS FOR APRROVAL OF ALL ROUQ AND FI~AC PRIOR TO INSULATING AND~SHEETROCK FNG PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAD MANUFACTURER'S WARRAN~ AND SHALL BE INSPECTED TO VERIFY ALL WORK. / O DECK BELOW Ill J~ 2X10 DF#2 2ND. FLOOR DECK ROOF PLAN SCALE: 1/4"= 1'-0' ~) PROJECT NORTH ACTUAL NORTH RECESSED FLAT ROOF 34'-0" 2X PLATE~ CEDAR SHINGLE ROOF INSTALLATION INSTRUCTIONS: CONTRACTOR TO COORD~ATE REVISIONS' 1 ? L I NATURALGRADE co,c.i EIER ML HEADER r J 12" DIA. F.G, COLUMN ij PROVIDE PRESSURE TREATED SHEATHING ALONG PERIMETER HIGH RAILING ,REINFORCED CONCRETE VENT CHASE OFFOUNDATION SECTION A-A SCALE: 1/4" = 1'-0" CLEAN FIL (TYPICAL) CATHEDRAL CELUNG 12'- O~A"+/- 3' HIGH RAILING 3' HIGH RAILING (BUILT-IN) (31 2XI2 HEADE w/(2)//5 REBAR ~TEEL COLUMN 5X5X1/ 5TEEL COLUMN FJ SECTION B-B SCALE: 1/4" = 1'-0" CONC PIER EPDM OVER 1/4" AC SHEATHING lOVER 3/4" T&G MARINE GRADE POURED CONCRETE OVER COMPACTED CULTURED REVISIONS: 5/4X4MAHOGANYDECKING lJJlJI ~ ~ ~ ~ ~ II~i~A " {~XCEPT ~HERE 5HORN SECTION C-C ON FOUNDATION P~N) I~1~ ~H~i~5~II -- BFTAI/AT C~CEFTF CMAqF 3 HIGH ~ILING ~ .,:, ~... SECTION D-D SCALE: 1/4" = 1'-0" I HEIGHT TO, BE VERIFIED IN FIELD' w/OWNER AND ARCH ITECT 'PRIOR TO CONSTRUCT ON INTERIOR ELEVATION AT MASTER BEDROOM EAST WALL SCALE: 3/4"= 1'-0" DECORATIVE RAILLNG ,. · 33-~.,~ /- ', [3) 3/ 2" DIA. F G COLUMN FLLUSH BEAM 4 g'EEL COLUMN SECTION E-E SCALE: 1/4" = 1'-0" )14" TJI110 ~OOD-I FJ (D16"OC 5X5X1/4 STEEL COLUMN REINFORCED w/#5 REBAR 2X8 CL CDR Ilfi"OC ML HDR, "PC FOUNDATION DAMPPROOr E~4TERIOR OUTDOOR BBQ / COUNTER EL. 11 O' ,II NOTE; ADJUST FOUNDATION WALL HEIGHT SECTION F-F SCALE: 1/4" = 1'-0" 4 -6 X4 -6 X1-0 CONC. FTG, I;,EINFORCED w/#$ REBAR AT 11" DC e,w TOP OF SLAB TO BE FINISHED GRADE I O O REVISIONS' SE~ION G-G ~, . ,, ~, ,, ~.~~ CONCRETE STAIR w/CHEEK WALL ...... TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0" OPENING) REV/SIONS, I PLUMBING SCHEMATIC N.T.S. SHEATHING ( / II (ALTERNATIVIVE: 7/16" O,S.B,) OR GALVAN~ED R ¢[0 ~NLESS ~EeL (LESS THAN 4'-0X8'-01" OPENING) WOOD ECRUS W/ TYPICAL DOOR OPENING (LESS THAN 4'-0X8'-0" OPENING) ~1/ WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEl AS PER TABLE 1609.1.4, N,Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMII~'ED FOR OPENING PROTECTION IN ONE- AND TWO~STORY BUILDINGS, PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH AI~ACHMENT HARDWARE PROVIDED, (REFER TO SECTION 1609.1,4~ 160g.6,S AND TABLE 1609,1,4 OF N,Y.S, RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SUBS 111UTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE, ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHU'I-FERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUl~-ERS FOR INSTALLATION. DRAWN, MH/MS SCALE: JOB¢/ April 30, 2009 SHEET NUMBER: A-11 STORM WATER MANAGEMENT DETAILS ROOF N.T.S. DRY WELLS TO BE 101 MIN. AWAY FROM HOUSE / Z ,< A-12 NYS ENERGY COMPLIANCE NOTES PLLtMESIN~ AND ELECTR:IC. AL: HEATINg, VENTILATION AND ~,It~-OONDITIONIN~ (NV~,C.) VENTILATION, NECNANICAL VENTILATION TO BE iN ACCORDANCE mITM ASN~AE ~TANOARD 62-20©3 AND FOLINID~,TION: FRAMINC~: INSLtL~,TION: I REScheck So'~are Version 4,..2.0 Compliance Certificate 2007 New Yerk IE~er~r C~ser~ati~ ~4i~lm C~le Fit:let ~ Alt4~:)ll ~:O'ver ~e Stir 66 ~.'O O:O 2 ~ CaIl~J~ l: Flail CelimJ: Dr ~'l~ms~ 21G,8 3{I,.B 0.D 7T I:~ la2 32 476 11~13 134 l~.O 0,.0 ¢L~ 19.0 ~ A-13 CULTURED STONE WATER TABLE / SILL AT SIDING SCALE: N.T.S WALL VENTING DETAIL SCALE: N.T.S. TOP PLATES ROOFING CROWN 5-1/2" FRIEZE BD. 1X8 RAKE DETAIL CROWN 2-1/2" FASCIA 1X8 SCALE: 1-1/2" = 1'-0" METAL P~ATE VENT VENT PIPE DETAIL SCALE: 1-1/2" = 1'-0" TONE WINDOW WITH INTEGRAL MOUNTING FLANGE MINIMALLY EXPANDING ATJOINT$,UPEER,NEEff WINDOW SILL DRAINAGE o~.o~.,~ DETAIl . ,*,T,~,~,~,,,**, SCALE: ['~/2" = ['-0' CULTURED STONE CULTURED STONE SCALE: N.T.S. SCALE: N.T.S. W~NDOW S~LL DETAK SCALE: N.T.S. ~oo,o,,T, 6" MiN. ANCNO~ ESOLT 5P,ACIN~ 4',0' O,C, (TYPICAL) MINIMUM FOUNDATION EMBEDMENT "~ALL FOUNDATION ~ALL NOTE~: I). U~E 5/8" DIA, ANCHOR BOLTS ~/MINIMUM 8" EM~EDMENT INTO POURED CONCRETE 05" MIN, IN CONC. BLK,] w/3" SQUARE WASHER~ AND END NUT SETUP, 2) ANCHOR NOTED HEREIN ARE NOT TO BE U~ED FOR OR REPLACED BY HOLD ~,NCNO~ E~OLT DET,&IL OPENIN~ DET,&IL SCALE:: 3/4"= 1LO'' =I-I/4" =1-1/4" CEILING JOI~T 5/4X6 BACKER BOARD 1'~4" (TYP.) (ADJUST DEPTH IN FIELD FOR SOFFIT HEIGHTS TO MATCH] , BLKG. 1/2 RND. GUTTER BEAD BD. SOFFTT --5-1/2"SPRUNG CROWN 'IX6 FRIEZE BOARD COR-A~VENT VENT STRIP SIDING / DOOR TRIM CEILING JOIST SOFFIT DETAIL SCALE: 1-1/2" = 1'-0" IOARD BLKG. PORCH COLUMN II~lll=q ~ll~lll~lll: IIi~!Jll=qlll=:l ~lll:qlll~lll~ IIl::qll ~i111~ TYPICAL PORCH DETAIL III SCALE: 1": 1'-0" r- ~', IIIl:=llll~llJ=ill .~ ~ ~," ,~ .~111i~111i~11~ -. T'~ ~,llll:qlll:qlli~tll ~j ' ' ~ I:=! ~11~ I I i~ I I I::111 I:=[ I I ~ I I I:q IIl=llJ I=:111 I~ II ~ II1~ II1~ II ~ I1:~ IIl=tlll=llll=llll:= II~lll~ll~ll~!ll~ll~lli~lll~ill (SEE PLAN~) ANCHOR {~EE ANCHOR I]OLT DETAIL) FOUNDATION '~ALL A'~JA Y FROM BLDG COMPACTED CLEAN FILL TYPICAL FOUND,4TION LU~,LL 314" = I'-0" COLUMN DET,&IL 5(2~,LE: 3/4" = I'-O" $(2~,LE: 3/4"= 1'-0" 1X8 / DRAWN: MIl/MS SCALE: SEE PLAN April 30, 2009 SHEgT NUMBER. A-14 USE Tile FOLLOLUING APPROVED [.,.$p '~ -- ENDWALL DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO I SIDE OF ALL CORNERS ON HOLD DOWN BOTH BDT, PLATE OF 2ND FLOOR AND TOP ADS5 ANCHOR PLATES OF IST. FLOOR, CONNECT THROUGH = THE FLOORS TO EACH OTHER W/THREADED ROD METAL STRAP RiM BOARD BILL PLATE(S) FOUNDATION STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH JSP NUMBER DESCRIPTION APPLICATION INSTALL 4 4" - 8" LSTA24 1-1/4"x24" 2 8"- 14" LSTA30 I-1/4"x30" 18ga, STRAP AND JACK ST 2ND. FLOOR WALL 1 ST, FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH JSP NUMBER DESCRIPTION APPLICATION INSTALL 4'6" O.C 4" - 8" LSTA3§ 1-1/4"×36" 18ga. STRAP AND JACK STUD4 DN ALL OPENINGE INSTALL 4'B" O,C, 8"- 16" MSTA48 I-1/4"x48" 16ga. STRAP AND JACK STUDS SN ALL OPENINGS TYp. CONC. FOUNDATION DAMPPROOF EXTERIOR 6MIL POLY ON EXTERIOR CONC. SLAB 6 MIL, POLY GRANULAR FILL KEYWAY FOOTING DRAIN TILE -- lNG BAR TYPICAL CONC. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. CONC, SLAB 6X6 10/10 WWM COMPACT FILL rYPICAL OONC, MONOLITHIC FOUNDATION REINFORCE WITH (2) ~ REINFORCING BARS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS METAL CONNEOTOR,.~ FOR PROF~EI~ WIND RESISTANT ~ GOOD CONSTRUCTION, ~=OLkot,g MANUFACTLtRE'5 RECOMMENDED INSTALLATION INSTRL[CTION5 TO ACHIEVE MAXIMUM L~PLIFT LOAD C_.,Af=AcrT¥. KING STUDS CRIPPLE STUD HEADER JACK STUDS OCATION 0BP NUMBER DESCRIPTIO~ APPLICATION ALL OPENINGS APPLY~ ~~LE STUD RAFTER RIDGE DESCRIPTION APPLICATION ROOF LSTA24 ~ 1-1/4"x24" 2Oga. STRAP IDGE TO EACH RAF~ CRICKET AT TOP-SIDE OF HING FINISH WALL AND MOISTURE BARRIER TO LAP FLASHING AT WALL -- MAINTAIN GAP BETWEEN WALL FINISH AND ROOFING TO AVOID SOAKING PROVIDE HEMMED EDGE AT FLASHING TO FORM CHA AND SO AS TO MAINTAIN AIR GAp TO PREVENT CAPIL ACTION KEEP ROOFING NAILS OUT OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES SASE FILASHING WRAPS CORNERS, EXTENDS UNDER SHINGLES AT SIDES 4 INCHES AND LAPS SHINGLES AT BASE MIN. 4 INCHES 8,11DE LU,,ALL FL,4, NINO STEELCOLUMN CONC, SLAB COMPACT FILL CONC. FTG, MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC, FTG, RAFTER TOP PLATE, WALL STUD LOCATION USP NUMBER DESCRIPTION AC~,,~TTIO N/ 4"- 6" RAFTER RTl0 18-3'411 x 18§a, TYDDWN ANCHOR EACH RAF~r%OR RT2O 21-1/8 x20ga TYDOWNANCHOR CONNECTTO 5"- 12" RAFTER ' EACH RAFTER RAFTER TOP PLATE WALL STUD RAFTER/PLATE RTl5 ~ER¢S TYDOWN ANCHOR ~;~ %~E PLATE/WALL SPTH4 TUD P~TE ANC LA~;%% DBL. SILL PLATE TERMITE SHIELD SILL GASKET ANCHOR BOLT CONNECTION ANCHOR BOLT CONNECTION SiLL PLATE TO FOUNDATION SILL PLATE TO FOUNDATION WALL BOTTOM PLATE TO FOUNDATION _~_SLAB-ON-GRADE~ USE WITH 3x3 SQUARE WASHERS (UBP LBPS58 OR BP583 5/8" DIA, ANCHOR BOLl MAXIMUM SPACING 72" CC 38" OC 57" CC P,T. PLATE ~¢INFORCING BAR THICKEN SLABS BENEATH SEARING WALLS ANID COLUMNS, REINFORCE FOOTING WITH (2)¢¢z. REINFORCIING BARS. AT END AND NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM NOTCH EQUALS 1/4 DEPTH OF BEAM SHEET METAL / 30# FELT UNDER BEAM AT POINT OF CONTACT WITH CONCRETE OR COHO BLOCK VIS TO LEVEL BEAM 3" MINIMUM BEARING SURFACE FOR WOOD BEAM POCK. ET LEDGER RAFTER RAFTER SIZE U~?.Sp NUMBER DESCRIPTION APPLICATION 2x§-2x8 ~ OPE HANGER APPLY TO EACH RAFTER ~/LEDGER ~- ~- THROUGH-ROOF EXHAUST VENTILATION CHANNEL AS REQUIRED RAFTER5 MAINTAIN VENTILATION ATTIC SHALL BE PROVIDED WITH A MINIMUM NET FREE VENTILATING AREA NOT LESS THAN 1/150 OF THE AREA OF THE SPADE VENTILATED. ALL OPENINGS SHALL BE COVERED WITH CORROSION- RESISTANT METAL MESH WITH MESH OPENINGS OF % INCH IN DIMENSION, FIT JOIST I SCREEINED VEN1 "CONTIN. SOFFIT/EXT. PLYWOOD 5OFFITED EA, VE ROOF VENTILATION / 8OFFrTED EAVE DETAIL RIDGE CAP OF SA~ME MATERIAL AS ROOFING NAILED TO SHEATHING THROUGH VENT PRE-MANUFACTURED RIDGE VENT FOLDS KEEP SHEATHING MIN 1-1/2" OVER RIDGE TO FROM PEAK TO ALLOW FREE CONFORM TO SLOPE AIR PASSAGE OF ROOF WALLSTUD BO'Fr'OM PLATE BATHTUB DOUSLEJ, BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (21 JOrSTS. UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC WOOD BLOCKING WOOD GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS WOOD JOIS3 GIRDER/HEADER WOOD JOIST ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTSD WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. t/2" HFGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS NEOPRENE GASKET ROOFJACK ROOFING LAPS FLASHING AT SIDES AND TOP FLASHING LAPS ROOFING AT BOTTOM ROOF JACF'..$ ,~ YENT5 DETAIL TYPICAL ~EAhl DETAIL -DOORFRAME NOTCH JOIST AND ADJUST HEIGHT (WITH A NAILING PLATE IF NEEDED) TO BE APROX, 1/2" OR HIGHER THAN STEEL BEAM TO ALLOW FOR SHRINKAGE (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) SUBFLOOR SUBFLDOR JOIST STEEL BEAM STEEL BEAM PLATE (BOLTED TO BEAM} I S~-IEET NUMBER: A-15 REVISIONS: INTERMEDIATE BEARING , ~ ~//~-~,~"~ ~,~ ~ oistbearingatends edficat/ons dditinnalmstaOatlonspec~catiens, arou.d TJI ~olet =:~a0 i,.~,, 2,~ ~.o $,.~ i..~,, 2,~ ~,.~ BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers Tr~b~rStrand S.= curt.at Tru~ J=let rotectun~eatedwoodfromdirectconta't well. ~ ~/~.t~e.n J~l,,, ~ '~ / ~ TJIJOISTATTACHMENTat BEARING April 30, 2009 SHEET NUMBER' WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLo~JrN~ OR APPROVED USP METAL CONNECTOI~$ FOR PF~OPER WIND RESISTANT CONSTRUCTrON. FOLLOW MANUFACTURE'5 RECOMMENDED INSTALLATION INSTF~UCTION5 TO ACHIEVE MAXIMLIM UPLIFT LO,~ CAPAOiT"r. ..., 4"DIA. MAXIMUM : - _~) CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ~ RAFTER -- .. CRIPPLE STUD - ~. GROUN[~ WIND SEISMIC FROST WINTER ~ ICESHIELD ~ ~ LEDGER SNOW SPEED DESIGN NEATHERINE LINE TERMITE DECAY DESIGN JNDERLAYMEN1 FLOOD ...~; ~ 45 LBS. 120 B SEVERE 3 FT, MODERATE SLIGHTTO TO HEAVY MODERATE 11 NONE ~- RAFTER JACK STUDS RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG, USING il2" DIA. BOLTS ~]LB"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK ANDCOVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTIONRAFTER SIZE USP NUMBER DESCETPTION APPLICATZON LOCATION USP NUMBER DESCRIPTION APPLICATION 1 ) Unless ethentdse noted, all framing material to be #1 ACQ pressure treated lumber 5TAIF , _OCAT[ON JSP NUMBER DESEPJPTION APPLICATION 2x6-2x8 LS26 1Sga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ALL OPENINGS LSTA12 L-J/4"xt2" 20ga. STRAP APPLY TO EACH lACK STUD All fasteners, hangers and anchom to be galvin[zed or stain[ess steel. ROOF LSTA24 1-1/4"x24" 20ga, STRAF ~.PPLY OVER RIDGE TO EACH RAFTE~ 2X10 LS210 JBga. SLOPE HANGER APPLY TO EACH RAFTED / LEDGER ALL OPENINGS BT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUE 2) Girders for deck joists to be belted or anchored to each post or pier with washers and nuts -- Girders on concrete piers shall be anchored with proper steel connectors anchored MINIMUM 3). Pests supporting g~rders shall be anchored to a minimum 24"x24"x12" thick concrete ~ ~ / ~ footing, Use a minimum 1/2" die x 7" long anchor belt wBh washers and nuts. Footings Shall HANDRAILS RAFTER O ~ be 3 B. below grade. 4) Deck joists to have blocking at 8'0 c.c..  ~ RAFTER 5) F[ashlng shall be installed between the building and ledger. Lapping up ths sheathing and over the ledger. Ledger to be fastened to bulld~ng with 1/2" die bolts with washers  ~ .~.......~ POST- -~ and nuts at 16" o.c. TOP PLATE .~ TOP PLATE · ~ 7). All joists to be supported with hangers and anchors Each Joist shall also be anchored BALUBTERS to girder(s). WALL STUD WALL STUD ~ o 8) Covered Roofs shall be assembled and anchered the same manner as a typical building. 9). Use simpson hangers and anchors with Z-MAX tripple protective coatimg or equal ° =EMHANDRAILBALUSTER CONNECTIoNATTACHED TO RAFTER TO PLATE/STUD CONNECTION·~. / for any contact with ACQ. RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ~ / ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH I CONNECT EACH NAILING SCM EDU LE OF THE 5T/~RS. HANDGRZP PORTION OF ALL HANDRAILS LOCATION USP NUMBE~ DESCRIPTION APPLZCATION RAFTER/PLATE RT1E TYDOWN ANCHOR SHALL NOT BE LESS THAN 1-1/4" NOR MODE THAN 2" IN 4" - 6" RAFTER RT1O 10-3/4" × 18ga. TYDOWN ANCHOR CONNECT TO RAFTER TO PLATEPOST-TO-DECK CON N LOTION EACH RAFTER CONNECT OVER USE MIN. (2> 1/2" DIA. GALV. BOLTS With WASHERS AND NUTS ROD F S H EATH IN G: CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD CONNECT TO NAIL NAIL PROVIDE AN EQUIVALENT GPJ[PPING SURFACE B" - 12" RAFTEG I RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER I I JOINT DESCRIPTION QTY. SPACING '4OTES I I STRUCTURAL PANEL Bd WFCM- SEC 4" MAX, 4" DIA. MAXIMUM GIRDER/HEADER \ ,, ROOF FRAMING: QTY. SPACING , JOIST POST/COLUMN ~) :~ ~ Xl~ RAFTERTO 8'WALL. 3-SdCOMMON EACH TOP PLATE 18'WALL: 4-8d COMMON RAFTER TOE"NAIL ~ POST/COLUMN -~ CEILING JOIST BI WALL: 3-8d COMMON EACH ~ TOTOP PLATE 10' WALL' 4-Sd COMMON JOIST TOE-NAIL ~ /' CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SEC LAP NAIL ~ - "~' GIRDER/HEADER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM - SEC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE LOCATION I USP NUMBER DESCRIPTION APPLICATION % / I TO RAFTER WFCM - SEC END NAIL f EC /POR, CN f ILIN SPLICED JOISTS OVER HEADER/GiRDER 4x4SOL~D COLUMI~ 'BS44/PBSE44/KC4~ POST CAP ANCHOR APPLYTO EACHCOLUMN BLOCKING EACH TOE ~ 6xESOLIDCOLUMI~ 'BSE6/PBSE66/KC66 POST CAP ANCBOR APPLYTO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER 2-BdCOMMON END NAIL LOCATZON USP NUMBER DESCRZPTION I APPHCAT~ON RIM BOARD 2- 16d COMMON EACH END JOIST TO GIRDER/HEADER RTIO TYDOWN ANCHOR 20NNECT TO EACH 30I~ HOLLOW COLUMN SIMPSON STEEl/2 H,C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA, GALV. BOLTS WITH WASHERS AND NUTS TO RAFTER END NAIL o EAATNG PLATE GIRDER JOINT DESCRIPTION NAIL NAIL NOTES · QTY. SPACING TOP PLATE TO 2 - 16d COMMON PER FACE NAIL ~ TOP PLATES AT 4 - 16d COMMON JOINTS FACE WOOD J ." ?' .' INTERSECTIONS EA. SIDE NAIL ' 24" FACE ~°~ "'~ ~'"~'~ ! Dw~oF~oH;: ~ "'~0/~ ! ~~ ~'' BOTToMSTUD TOpLATE TO: 2- led COMMON '? . STUD O C. NAIL II CONCRETE PIER ~ ' ~ 16" o.c. FACE LEDGER-- GIB . · . HEADERTO lcd COMMON ALONG EDGER NAIL WOOD JOIST DIET ' "''>" HEADER ' '~ ' TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END :'?': PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL FLUSH JOISTS WITH HEADER/GiRDER BLE 2:4 PER FLOOR JOIST~ BAND JOIST. 2 - led COMMON FOOT ~~ (MINIMUM) HEADER/GIRDER-TO-POST CONNECTION END JOIST OR BLOCKING CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH Ii FOR HEADER THE PROPER STEEL CONNECTOR. OR BEAM _OCATION USP NUMBER DESCP~PTION APPLICATION LEDGER TO BE CONNECTED TO BLDG, USING ~/2" DIA, BOLTS ~16"0C WITH WASHERS II IF ABLE, SET FIR JOISTS APROX, J/4" NIGHER THAN LVL HEADERS ROD I2) BEANS PAU44 OR WE44 ~OST / BEAM ANCHOR APPLY TO EACH PIER TO ALLOW FOR SHRTNKAGE. REQUIRED -- ~11 ~ (3) BEAM5 PAU66 OR WE66 ~OST / BEAM ANCHOR APPLY TO EACH PIER FORSTU- DECK FRAMING: FLASNING TUCKED UNDER II ~ ~ JOINT DESCRIPTION NAILQTy SPACINGNAIL NOTES WOOD JOIST-- iEND DISTANCE BLOCKING TO: EACH TOE/~t' SILL OR TOP PLATE 3- 16d COMMON BLOCK -- BLOCKING -- ~1 LEDGERSTRIPTo BEAM 3-16d COMMON JOIST , . 3 - lcd CON1MON PER LAG BOLTS HOLLOW COLUMN UPLIFT BAND JOISTTOt PER TOE NAi~. ~.~_~ / . ~ ~.~ ~ SIMPSONSTRONGTIENODELSTRRt/2DECK POST FTC. CONNECTION IOIST / BO SPLICED JOISTS OVER H EADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK/PORCH LEDGER CONNECTION 6XE POST PAD66 OR WES6 POST/BEAM ANCHOR APPLYTO EACH FOOTING co~,.c~o~st~u.b~o~',,'~ .~itClilT£CTOF NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES RAFTER TO 8' WALL. 3-8d COMMON EACH 'CE-NAIL TOP PLATE ID' WALL: 4-8d COMMON RAFTER CEILING JOIST 8' WALL: 3-8d COMMON EACH TOTOP PLATE 10' WALL' 4-Sd COMMON JOIST TOE-NAIL CEIUNG JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SEC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SEC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SEC END NAIL BLOCKING EACH TOE TO RAFTER B - Bd COMMON END NAIL RIM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAil NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES TOP PLATE TO 2 - 16d COMMON PER FACE NAIL TOP PLATE FOOT TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 24" FACE STUD 2 - led COMMON O C. NAIL HEADER TO lcd COMMON 16" O.C. FACE HEADER ALONG EDGER NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUB 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FLOOR JOIST~ BAND JOIST 2 - 18d COMMON FOOT FACE NAil END JOIST OR BLOCKING NAIL NAIL JOINT DESCRIPTION QTY SPACING NOTES JOIST TO: 4 - Bd COMMON PER TOE gill. TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - Bd COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: EACH TOE/; SILL OR TOP PLATE 3 - 16d COMMON BLOCK N/~2~~,/~ ~ TO BEAM PER ! JOISTToONBEAMLEDGER 3 - 8d COMMON JOIST BANDTo JOIsTJOIST 3_ 16d CON1MON JOIST 8AND JOIST TOt PER TOE NAIL SILL OR TOP PLATE 2- 16d COMMON FOOT FIRST FLOOR INCUNED DUMP OUTSIDE C~ANOUT TYPICAL FIREPLACE SECTION FLUE LINER NOMINAL 1" AIRSPACE SMOKE HIGH FORMED- DAMPER PARGING STEEL SIDE SECTION , ^ FLUE LINER~r rq /DAMPER ~ I ~1 / \"~11 I I FRONT ELEVATION CONVENTIONAL FIREPLACE DAMPER SMOKE SHELF LINTEL TYPICAL FIREPLACE FRAMING DETAIL SMOKE ANGLE SMOKE WITH PARGING SLAB NOMINAL 1" 51DE SECTION AIRSPACE WITH NONCOMBUSTIBLE INSULATION , & FRONT ELEVATION RUHFORD FIREPLACE BACKER ROD AND SEALANT DETAIL AT CHIMNEY INSTALLATION OF WOOD FRAMING MEMBERS AT CHIMNEY SHEET METAL OR LATH SUPPORT 2" NONM~ALL[C INCOMBUS~BLE FILL BRICK CHIMNEY CONCEALED BEHIND STUD WALL FIREPROOF FILL BRICK CHIMNEY EXPOSED CHIMNEY PAN ~ETEEL30I~ HANGER STEPPED-PAN THROUGH WALL FLASHING FLOOR FRAMING AT FIREPLACE MIN. 16" FIREPLACE HEARTH EXTENSION REQUIREMENTS FIREPLACE CLEARANCE TO COMBUSTIBLE MATERIAL GENERAL CORBELING CHANGES IN DIMENSION TERMINATION WALL THICKNESS FLUE LINING(MATERIAL) INLET ASH DUMP CLEANOUT CHIMNEY CLEARANCES CHIMNEY CRICKET FOOTINGS AND FOUNDATION FLASHING FIREBOX WALLS FIREBOX DIMENSIONS SMOKE CHAMBER HEARTH AND HEARTH EXTENSION HEARTH EXTENSION DIMENSIONS FIREPLACE CLEARANCE STEEL]OIST DOUBLE HANGER TRIMMER FIREPLACES BACK TO BACK IN PARTY FIREPLACE CLEARANCE RUMFORD STYLE CONVENT'rONAL STYLE RECTANGLE FLUE UNING (MODULAR) AREA (sc~, IN,) A B T {0 ROUND FLUE LINING REVISIONS' I A-18 GENEt . L NOTE5 W ND FRAMING NOTES NAILING SCHEDULE PLAN CONTENT, : 1). RIDGE_TO_RAFTER ASSEMBLY: ROOF FRAMING: occupancy OLc~SS[F[OATION F~3 ~EF~ENTIAL 1M/4" x 20 gauge strap shall be aQached to each p,air of ra~ers m accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES ~UILDIN~ U~E ~EFI~ENTI~L D~ELLIN~ When a collar tie is used in leu of a ridge strap, the number of 1Od common nails reqmred Q~. SPACING CONSTRUCTION NOTES: ineachendofthecollartieneed not exceed the tabulated numberofBdnailsinthestrap. RAFTERTO 8' WALL: 3-Sd COMMON EACH ~UILD/N~ HEIGHT (SEE TOP PLATE 10' WALL: 4-8d COMMON RAFTERI fOE'NA'L 1), The information within this set of construction documents Is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL 5~. FT. Of CONSTRUCTION (FEE PLANS) ntent and framing details. They are intended a~ a construcbon aid, not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be tn CEILING JOIST 8' WALL. 3-8d COMMON EACH 'or generally accepted good building pra~ice and compliance with current New York accordance to table 3 3. When a rafter or truss do not fall In line with studs below, ra~ers TO TOP PLATE 10' WALL: 4-8d COMMON JOIST FOE-NAIL ~tate building cedes. The General Contractor is responsible for providing standard 0r trusses shall be attached to the wal~ top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3 7 EACH FACE ~EFIGN C~ITE~[A ~Eeo~rPTI~E A5 PE~ N.~.5. ~EFIDENTIAL ~ONFT~TION CODE ;onstrucbon details and procedures to ensure a p~fessionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SEC LAP NAIL 2OO~ 5~0 NIGH ~IND EDITION, ~OOD F~AME CONSTRUCTION MAN~L round and a weatherproof completed product, sha~l be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENT5 A5 PER FLOOR PLANS, CRC85 SECTION AND GENERAL NOTE~ OVER PARTITION WFCM - SEC LAP NAIL ~T. ~ALCONIE~ ~). The General Contractor is responsible for ensuring that all work and construcfian 3) WALL-TO-WALL ASSEMBLY: neets current federal, state, county and local codes, ordinances and regulations, etc. dali studs above and studs below a floor level shall ba attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECK5 40 Fhese codes are to be considered as pa~ ef the specifications for this building and accordance with table 3.3b. When wall studs above do not tall in line with studs below, the TO ~FTER WFCM - SEC END NAIL ~TTIC~ m/¢ ~TO~AOE I0 ;hould be adhered to even ~f In variance with the plan. ~tuds shall be a~ached to a common member M the floor assembly with uplift connecters in BLOCKING 2 - 8d COMMON EACH TOE ~TTIC5 w/ STORAGE 20 ~BO NOT SGALE DRAWINGS), 4). The designer has not been engaged for construction supe~ision and assumes ne :onne~om. Steel straps shall have a minimum embedment of 7 inches in concreteWALL FRAMING: FOUNDATION NOTES:rypelle~eriorshea~allsshallmeettherequlrementsoftable3.15a-btimestheappropriate,tOOa O ST,.*.D O ST - ,dCOUMO. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA WINTER determineintendedheightsoffinishedfloor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS:FLOOR FRAMING: s.ow !SPEED DESIGN WEATHERINGI LINE TERMITE DECAY DESIGN JNDERLAYMENT FLOOD concrete or mason~ walls occudng in exterior or unheated interior areas. 4eader])' CONNECTIONS AROUND EXTERIOR WALL OPENINGS'and/or girder connections shall be a~ached with u,li~ conne~ions in accordance SILL, TOP PLATE OR GIRDER~.m~.O 4-~d COUUO. ~O~ST~.c. ~o,"*~t ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 8x16 cast iron feundafion vent for every 150 sq. ff. of area. NOTES PER TOEI 7),DampproofexterioroffoundafionwithbituminouscoatingaspersectionR406of DECKAND COVERED PORCH NOTES: JO STO"LE eE" 3.adOOMMON gO ST iA b I THESENOTESAREONLYTOBEREFERREDTOiFMENTfONEBINSOHEDULENOTESONLY. FRAMING NOTES im concrete with a minimum 1/2" die x 7" long anchor bolt with washers and nuts. ROe F S H EATHING: For framing members with <0.42<G<0.49, th,e nail spacing shall be reduced to 6 inches o,c. 2). Unless othe~lse noted, all framlng and stru~ural wood materlal to be ¢2 + BTR. below grade, Porcheswith~veredroofsshallhave12"dfa. concrete piers fer the girders. I STRUCTURAL PANEL 8d WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WlND LOADS: Fi,, 4). e.k jo .t, to o..., C E ILI N G S H LATH IN G: S.E*TH~,e LOCATION ATNAILpANELSPACINGEDGES NAILsuPPORTsSPACINGiN ATTHEINTERMEDIATEpANEL FIELD NOTES openings. LVL headers to have (3)jack studs and (2)full length studs on each side of WALL S H EATHIN G: NOTES anchoBwhereapplicabletoallconne~ingjoists,PLUMBING NOTES 3"o.0 EDeE 3). If wall studs, plates orjeists are cut out during installation for any plumbing related work, NAIL NAIL CONT~CTOR TO PROVIDE SOIL TEST TO VERIFY 6" c.c. EDGEEXISTING CONDITIONS. alNIMU 3000 CAPACITY. I 9).Provideblocklng/bridginginfloorjoistsatS'0o.c..Usesolidblockinginfloorjoists HVAC SYSTEM NOTES LESS under all bearing walls. 1). Mechanical subcontra~or is responsible for adhearing to all applicable codes and safe~ NOTE S ~ 2), USE SIMPSON HANOERS AND ANCHORS WIIH Z-MAX TEIPPLE PROTECIIVE COATING FOR CONTACT WITH AGO. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installedELECTRICAL NOTES: members shall be doubled, or alternate connectors, I). Ln conc*al*d spac*e 0¢ stud mali~ eno partf[lone, I~cludln~ Furred ~pac~e, at the c~[lle~ eno to have regular 1/2" sheetrock. All walls to be taped and finished. 3), Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tel - 16d nail per foot. 2), At all fnterconn¢ctfone betms*n concealed vertical and horizontal spaces such as occur at torch down ~pe material over. 5), In ¢onceatod e~aces between s~alr etrfn~ers at tho top and bo%%om oF th~ run. Encloeo~ JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE 10' WALL: 4-8d COMMON RAFTER I fOE-NAIL CEILING JOIST 8' WALL. 3-8d COMMON EACH TO TOP PLATE 10'WALL: 4-8d COMMON JOIST FOE-NAIL CEILING JOIST TO AS PER TABLE 3 7 EACH FACE PARALLEL RAFTER WFCM - SEC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FADE OVER PARTITION WFCM - SEC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SEC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD 2 - t6d COMMON EACH END TO RAFTER END NAIL NAIL NAIL JOINT DESCRIPTION QTY SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: f TOP PLATES AT ~t _ 16d COMMON JOINTS FACE INTERSECTIONS EA, SIDE NAIL STUD TO 24" FACE STUD .) - 16d COMMON O,C. NAIL HEADER TO 16" O,C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM -) - 16d COMMON PER 2x4 STUD END PLATE TO STUD ) - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST ~ - 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICEBHIELD SNOW SPEED DESIGN WEATI'IERINg LINE TERMITE DECAY DESIGN JNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED HAZARDS 20LBS. 120 B SEVIERE 3FT. MODERATE SLIGHTTO TO HEAVY MODERATE tt NONE JOINT DESCRIPTION NAIL NAIL NOTES QTY, SPACING JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3- 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3- 16d COMMON JOIST NAIL PER TOE NAIL SAND JOISTTO: 2- l§d COMMON FOOT SEE NOTE: 1 SILL OR TOP PLATE SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE Bd COMMON @ 6" C.C. 8d COMMON @ 6" C.C. SEE NOTES: 1,3 INTERIOR ZONE Bd COMMON @ 6" O.C. 8d COMMON @ 12" O,C. gEE NOTES: 1 ( BOTH FIELD~ NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C SEE NOTES. 1,3 JOINT DESCRIPTIOI~ NAIL NAIL QTY. SPACING STRUCTURAL AS PER TABLE 3.g PANELS 8d COMMON WFCM - SSC 7/16" OSB 3" O.C EDGE 6d COMMON PLYWOOD 6" C.C. FIELD GYPSUM 5d COOLERS 7" O.C, EDGE WALLBOARD 10" O.C. FIELD GYPSUM DRYINALL NOTES: CERAMIC TILE NOTES: PAINT'rNG NOTES: WOOD FLOOR/NG NOTES: tNTER~OR TRIM NOTES: 1 0 r~ < -20 OPTIONAL RESIDENTIAL ELEVATOR . A. All materials and labor necessary to completethe installation of the shall be a minimum ' I lift. which in the event of 1 r~ B. Obtain all information affecting work at job site. Include a main lift nut failure will prevent uncontrolled descel~t. verification of field, H. The motor shall be instant reversing with a minimum of aA Hp II I WALK-IN CLOSET I I J. Fingh ~hall be electro statically applied powder coating, oven I I 1.02 REFERENCES baged to cure. ~ BACK HALL I I A The lift shall be designed and te~ted in accordance with NEC and ~ An upper final limit switch shall be provided. ,, ',: BACK HALL - . I I ASME A18.1 L. Color ~hal] be selected from manufadurer~ ~[andard color or ............ ~halt be in each landing level ~ ~ - ~- -~ - ~ - ~- -[-; [ - ,, ', ~ '~ ', accordance with the requirements and code adopted by the authority and on the platform. ~ J ~ , , ~ . , ', '~ ~, ~ ~ havre8 N. Unit to be equipped with the "simplex" base and carda~e - ' ' ' ' ' ' ' ' ' ' ' jurisdiction. The platform tiff shall be subject to local, city and ~tate which aEow~ the UTILITY ROOM ]L '~r ~ ' ~ % ~ ~ ~ d,mensioned to provide adequate Ii~ing height to mit the indMdual landing.  1.04 SUBMI~AL$ distribute 1ST. FLOOR PLAN 2ND. FLOOR di~e~sionalandwlringrequi,emenl,:. 2.03ACCE,,O[IE~ [ ........................... SCALE: ~/4" = ~'-0' SCALE: ~/4" = ~'-0' A. Manufadurer: Company with not less than twenty (20) years of L{~s, please strike the optional items shown if not used. < I ~ ~ ROCK mounted door and frame~ are prowded by others.) --SEE NOTE (3) I1 Ill II II II ~IL REACTIONS INTERVALS NOT TO EXCEED MOTOR. 1lay FO~ CAB :,4L ~ Jl ~ .~ ,,*,,ONe pedormance and test data, a list of projects similar in scope, and ASME A18.1 1fi0" (SECTION A A}. COMPLY ~ ~;~ L;~,¢,L photo,raph, of existin~ OCdeline,. ELEVATOR CONSTRUCTION DETAILS (SEE Apd130, 2009 StlEET NUMBER: II II FLOORING FLOOR JOISTS SECTION A-A .......... ~ .... ',', ~', ',' ',', ',', :',~ :[ ',', f, ", ~ ',', ',', l', " ',', ' . ~ / ~ ,, I ~ , ~ .................................... , ~ , , , ~ ~ ~ ~k ~ . , ~~ . ~u~oc~ .., / / .~ ~ ~ I }ST. FLOOR .... ; ~ ~~' ~ " ~ ... . , ~ ~ __ ~ , .~ ..... ~. ,/ ~ { 1~ ~. . . , N I ~ , / ~ ~= ~ . ~ ,, ,, /5~ ' .. , I ~ : ~ , j ~:~ t ~:~ i . .~ I ~ ~ ; . , ~, / / I -- ,' ~ ~ .~ ; , ~ ~ '~ I : ~ / ~ ~ ~X I ~ " ~ I ' ] I -- "x ,? / ,_ ! ; : . ....................................... i ,~ . ~ ~ 7 I .~.~. ~5 / x, 7~ ,, .~ ~.~ ~ co>~ ~,~. ,~.~ BALCONY HALL~, ~' .~.~.~ ~ -- ii I -- WALK-IN CLOSET =n BACK HALL ~, ~ / c~%. ~/ ............. ; ~l ~i I. IIII / ~ ~ ~ ~ N / x /, ,q ~q L - ~ -- _~ ~ , ~ ,, ~ , ~ '~ ' '~ .-~ ~ ~ ,-- Z .'~ k ...... L__~ . ~ / -. .... ~. ,~ ~, ~ x~ ~ ~' ~~ /[ i~ ' : . I, . / ~ ~---J-J-J-/ ~X ~ , / - L~~B ~ ~ / / ~/ .~.~. ~. _ ,~,~o.~ .......... ~.. ~ ~x ./ , . ~ .~ /~ ~ ~ ~, ~ ~ ~ ~ ~ ....... z ....... ~ ~ h I ~'~ ,I ~,' , ' ~ ' ~ i~ .;. ~ ~, , I .-- ~ , ,. . ~ ~ , -' t ', ~ I -' ~_ ~ I / / I ~ 6 I · / / : ,, 5, ,/ ,. : . J X , / ~ N · - r, i' I - , ! ~~ ~., D ~ ~ ~ . ~ %/: ~.~ j., j /, ,~ . ; ,, L'',~ _ ~ ~ . ~_ 2ND. FLOOR SCALE: 1/4" = 1'-0' / ,' X X X / /' ,',' ,,,: ,, ' ~ ~ ~ ~ ~ ~ ~ L / ',' .............. ] / / / ::- .................... , / / / ~ ~' ~ · , , , ~ ~ ,,. ....... '// / -- . , :: :,. .............. ~ .... 0 : ,', :, :: : .... x , / % / ~ , :, / ! : / :-_ - _ - , · , ,, , I ,, ~ ~ , ,, , ,, / 0 0 ROOF P~N S~LE: 1/4"= 1LO' FJSVISiONS: ELECTRICAL NOTES General Requirements 2 1/2" "~ 1. Install i wall-switch-controlled IlghUng outlet fs required m every MIN. -~ MIRROR XTURE habitable room~ hallway~ stairway, at[ached garage, and outdoor entrance. Exception: In h abitaPle rooms other than k,tchens and bathrooms one or more G FCI '~ receptacles controlled by a wall switch are permitted ,n lieu of lighting outlets. SWITCH~"~ GFCl "' <~<~ I~f(-~,~PTACLE ~-~ ~ ~ ~ ~ ~ TO LIGHT FIXTURE 2. In every k~tchen, family room, dining room, den, breakfast room, living room, GFCI sunroom, bedroom, recreation room, and similar rooms, receptacle outlets must ', E~ MAX. 4'-0"; 3'-8" RECEPTACLE ---~ ~- be installed so that no pont along the floor line IS farther than 12 fi, measured IF COUNTER IS . ~ ~61 ~, = horizontally, from an outlet, including any wall space 2 F: or more w~de and the 0 LESS THAN 20" ~ wall space occupied by shding panels in exterior walls, o, ACCESSIBLE ~ 3. A mia,mum of two #12 wire 20-A small appliance circuits are required to serve _~ -'~[~ LAVATO ~'- ~: only small apphance outlets, Including refrigeration equipment, in the kitchen, l to the I~tchen; the other rooms may be served by one or beth of them. No sther ~-- outlets may be connected to these circuits, except a receptacle installed solely for 18" ACCESSIBLE an electric clock. In kitchen and dining areas, receptacle outlets must be installed RECEPTACLE / BATHROOM BASEMENT, HOLE IN STUD at each and every counter space wider than 12 in. LAUNDRY, CENTER UTILITY ROOM - ~ - [ , 4. A mlmmum of one #12 wire 20-A circuit must be prov;ded to supply the laundry must be provided with ground fault circuit interrupter protection. -- BOLE PLATE 6. Install dE- and 2D-A circuits to supply three wat~ of power for -- Provide ~ minimum one c,rcult ~er S00 sq ft. ALL WIRING TO BE COPPER Box.." TO .B" .~ ~ //~ ~ABLE ST^ELEO 7, Install 1 (mia,) exterior receptacle outlet In the front and rear of house. Outlets SWITCH BOX FOR must be provided with ground fault circuit interrupter protection and be weather (NO ALU MIN U M) FLOOR / ~ ,~ ~ CEIUNG UGHT AND AS PE, ~OOE tight, . -- I ]UNCTION OF CABLE g, A minimum of one receptacle outlet is required m basement and garage, in addition to the one in the laundry. In a~tached garages It must be provided with ground fault circuit Interrupter protection. Additional outlets to be installed in ceiling for each 9. Install a smoke detector in the hallway outside bedrooms or above the stairway " FINISHED FLOOR leading to upper floor bedrooms. Install 1 (mia.) smoke detector and Co2 detector on each floor, garage and basement. NOTE d0. Disconnect switches are required. In metal stud construction, cables are passed through precuI openings in place of field-drilleP holes. 1~,). Provide undergound service to circuit box and 200 amp service. -- 12).RefertotheNationalElectrlcalCode{NEC)andlocalcodesfor ~o".~_~__ ~ ~ r further Information on resfdentlal requirements. SWITCH ~ GFCl ~ECEPTACLE ~ IF COUNTER IS O LESS THAN 20" DEEP; 3'-E" FOR II = ? ACCESSIBLE ~ 13). Install 1 fan in each bathroom with no window. Review plans with owner [ Architect for additional fans be Installed. I ONE LIGHT CONTROLLED WITH SWITCH. ONE LIGHT CONTROLLED BY SWITCH. 14). Review plans with owner / ArchRest for Dimmers, 3-way switches, recessed and I ORDINARY SINGLE POLE SWlnFCH PILOT LIGHT AT SINGLE POLE SWITCH additional lighting, computer, cable and telephone locations. LOCATION 15). Install: 30 amp dryer circuit, 40/S0 amp oven / cooktop circuit and A-C widng. 16). Revrew plans with owner / architect for hosting / air zones. F 18). Top of receptacles to be 12-16" above finished floor. 19). Top of Sw~tch box to be 44-48" above finished flo~r. ONE LIGHT CONTROLLED FROM ONE LIGHT CONTROLLED FROM TWO 20). Holes for wiring to de 3/4" - l" did. and must be drilled m the middle of THREE LOCATIONS. ONE 4-WAY LOCATIONS. TWO 3-WAY SWITCHES each stud. AND TWO 3-WAY SWITCHES NEUTRAL NEUTRAL PHASE PHASE ELECTRICAL LEGEND ELECTRICAL SYMBOL ELECTRICAL SYMBOL ELECTRICAL SYMBOL ELECTRICAL iSYMBOL ELECTRICAL SYMBOL ELECTRICAL SYMBOL , EXHAUST FAN ~ WALL OUTLET DECORA 4-'¢UAy SWITCH I [] DINING ROOM CHANDELIER ¢ UNDER COUNTER LIGHT uc CABLE TV OUTLET [] CEILING FAN w/LIGHT ~ ~. '; ENTRY CHANDELIER OUTSIDE WALL 5COUNCE TELEPHONE OUTLET 4 FOOT FLOURESCENT LIGHT [ ;_--]_-; _~;== ~_-==', ] PENDANT LIGHT [] SECURITY LIGHT O LAN CONNECTION ~' WATER PROOF OUTLET w/COVER (IJ)~. DIMMER SWITCH 4-WAY 8 FOOT FLOURESCENT LIGHT [ ] RECESSED LIGHT O PULL CHAIN LIGHT ~ COMBINATION Co & SMOI<E DETECTOR ~(]~ DECORA SINGLE POLE S~/ITCH $ HINGE ('DOOR) SWITCH ROPE LIGHT [- t INSIDE WALL SCOUNCE ~ GARAGE DOOR OPENER ~ - - - a FLOOR OUTLET ~ DECORA 3-~AY ~IITCH ~ KEY S~ITCH ELECTRICAL SYMBOL DECORA 4-'v'UAY SWITCH SINGLE DIMMER SWITCH HINGEDIMMER SWITCH 4-WAY ~u~~p :,~'l ('DOOR) SWITCH ., '~. ELECTRICAL SYMBOL EXHAUST FAN [] CEILING FAN w/LIGHT [---~( )~---. '1 4 FOOT FLOURESCENT LIGHT r I 8 FOOT FLOURESCENT LIGHT ~ ROPE LIGHT [- ELECTRICAL SYMBOL DINING ROOM CHANDELIER ~ ~ ENTRY CHANDELIER & PENDANT LIGHT [] RECESSED LIGHT O INSIDE WALL SCOUNCE ~ ELECTRICAL SYMBOL UNDER COUNTER LIGHT uc OUTSIDE WALL SCOUNCE (~ SECURITY LIGHT O PULL CHAIN LIGHT ~ GARAGE DOOR OPENER ~ - - - ELECTRICAL :SYMBOL CABLE TV OUTLET [] TELEPHONE OUTLET q2 LAN CONNECTION ~' COMBINATION Co & SMOKE DETECTOR ~ FLOOR OUTLET ® ELECTRICAL SYMBOL WALL OUTLET (~ GFCI OUTLET ~c~ WATER PROOF OUTLET w/COVER (IJ)~ DECORA SINGLE POLE SWITCH $ DECORA 3-WAY SWIITCH $~ REVISIONS: ......... , .... , ....... I m ~ DINING II ~ II m~ Il ~ , ',~ %/ /// / ~ WHOLE HOUSE: MINIMUM - 9 TONS ~ ~AT ~ ~ ~ ' ' ::::~==~ =,:: , .... LATENT GAIN: 15,043BTUH , , TOTAL HEAT GAIN: 108,911 BTUH , , TOTAL HEAT [OSS: 148,767 BTUH ~ T ~ == .............. , -o m l KITRHFN o ,, o ' o~ T 'N m 8ACK HAll , I ~ ~ ~ O Q ........ .:= ........ --, ~ ,, ..... ' ~ ~ ........ ~ , 12,_01/~,, 4'_7" 6,_2,, 8,_7,, ............................ 4'-8" , , , / O O '' ,' ....................................... 1ST. FLOOR P'~N ....................................... SCALE: 1/4" = iL0'' mi Il Il Il I REVISIONS: fo 13' 1" 23' 1" 22'-4" 10'-33/¢ · , __ II- i OPEN TO BELOW ~ ~]' I I I ' I I Iiii '~L ~ l l~~ -- I ~ ~ eEEOW , " ~ i I ~ ~ " ~ 1 WHOLE HOUS[: MINIMUM - 9 TONS ~EN~IBL[ GAIN: 93,868 BTUH I LATENT GAIN: 15,043 BTUH TOTAL HEAT GAIN: 108,911 BTUH TOT,[ HE*T lOSS: 4'- 5~",, 13' 3" ,',~ 9'- 7" 2ND. FLOOR PLAN SCALE: 1~4" = iL0' GENEILAL CONTRACTOR TO t"OORDINATE MEETIN 6 WITH OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC, PLUMBING DRAWN MH/MS AND HV^C PKIOR TO INSULATIN 6 AND SiLEE'rRocKiNG SCALE: 1/4"=1'-0" ~* AI~-COOLED CONDEN~IN~ UNIT ..... ~ ~ ~ ~ ~ ~ ~ D[FD~E~ P~TTE~N~ ~ITN VERTICAL AI~ NANDLIN~ UNIT CONDENSATE,,, D~IN DETAIL LINEA~ DIFFUSE~ CONNEOTION TE~MINAL,:,,,~OX,,~,, CONNECTION UNEQUAL SPLIT ~,¢ ~CT TEE ~ONNE~T[ON DETAIL , '"~' / ~TTAONED NOT ..... ~.~, ~ DUCT CONNECTION , , ~ NON-F[~E RATED ~ALL ~ETURN ~ ~"~ ~E ~E~CIB~ T~ ,.~,~,0~,,~,,~ .... , '.: ~RANCN DUCT TAKE-OFF BRANCHT DUCT,: TAKE-OFF t ~ LO~ P~ESSB~E DUCT~OR~ (UP TH~U 2" ~) "' ............................. ' · .... DETAIL5 OF THE LO~ VELOCIT~ DUCT LA%OUT .............