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HomeMy WebLinkAbout33713-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~uRTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34116 Rte: 12/07/09 THIS CERTIFIES that the building ADDITION/ALTERATIONS Location of Property: 350 KNOLLWOOD LA (HOUSE NO.) (STREET) County TaxMap NO. 473889 Section 107 Block 1 subdivision Filed Map No. __ Lot No. __ MATTITUCK Lot 19 ( HAMLET ) conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 22, 2008 purs%u~nt to which Building Permit No. 33713-Z dated FEBRUARY 29, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITION AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to FREDERICK J MIGNONE & GINA M HAND ( OWNER ) of the aforesaid building. S~FOLK~I~YDEPAR~TOF }~J~TH~P~O~-AL N/A ~'I]{IC~J~ u~KTIFICATH NO. 400714 10/27/08 PLUMBERS u~KTIFICATION DA'r~u 07/13/09 STYPULKOWSKI PLUMBING Rev. 1/81 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. 33713 Z Date FEBRUARY 29, 2008 Permission is hereby granted to: FREDERICK J MIGNONE 350 KNOLLWOOD LANE MATTITUCK,NY 11952 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 350 KNOLLWOOD LA MATTITUCK County Tax Faap No. 473889 Section 107 Block 0001 Lot No. 019 pursuant to application dated FEBRUARY 22, 2008 and approved by the "-~u~hori z ~d Si~e ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: ~ I'~ ~ I~ ~1 \~/] ~ ~[~\1 1. Final survey of property with accurate location of all buildings, property lines, topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contai 5. Commercial building, industrial building, multiple residences and similar buildi~ 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: 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 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 New Construction: Location of Property: Old or Pre-existing Building: (check one) House No. Street Owner or Owners of Property: VwC'C~ ,,,,<~l,~ D © ~q~ Suffolk County Tax Map No1000, Section i O q Subdivision PermitNo. ~'~71 "~ Z DateofPermit. Health Dept. Approval: Hamlet Block Filed Map. Lot: Applicant: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: V'/' (check one) Town H~II ~ F'.O. Box 1179 Sourhold, New York ] 1971-0959 Telcphon, (631) 765-1802 Fax (631 ) 765-~)502 BUILDING DEPARTMENT TOWN OF I~OU'rI~OLD CERTIFICATION Date: (Please p~i~t) (Please p~t) ~ I certify ti,mt the solder used irt the water supply system contains less than 2/10 of (Phmfoers Signature) Swo~ to t, efo~'e mo th~ C~'u~ yor _., 300y ~OVAK Nola~ Public, State of N~ Yo~ No. 0~NO6015287 Ouafified n Suffo k Coun~ Commiss on Exp res October 26, ~ II10HIfl0S -~0 NM01 'ld]O '9018 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by RITE LITE ELECTRIC 226 LEONA ST. HOLBROOK NY 11741 MR/MRS MIGNONE 350 KNOLLWOOD MATTITUCK, NY 11952 Located at 350 KNOLLWOOD MATTITUCK, NY 11952 Application Number: 4007714 Certificate Number: 4007714 Section: Block: Lot: Building Permit: 33713 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, Fimt Floor, Second Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 2?th Day of October, 2008. Name OTY Rate Ratine Appliances and Accessories Air Conditioner 2 0 Above 1500 Cooking Deck I 0 30 Dish Washer 1 0 1.2 Exhaust Fan 3 0 Furnace 1 0 Futura Appliance Feeder 1 0 30a-oven GFCI (Faceless) 1 0 Panels Service Service Disconnect: Service1 Phase3w Service Rating200Amperes Wiring And Devices AFCI Dimmer Fixture Outlet I 100 0 200 Circui~ ~ 11 BTU Amps KVV F.H.P Oil Amps cb 2 0 20 0 120 V 69 0 Incandescent 69 0 Fixturesea! Continued on NextPage I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by RITE LITE ELECTRIC MR/MRS MIGNONE 226 LEONA ST. 350 KNOLLWOOD HOLBROOK NY 11741 MATTITUCK, NY 11952 Located at 350 KNOLLWOOD MATTITUCK, NY 11952 Application Number: 4007714 Certificate Number: 4007714 Section: Block: Lot: Building Permit: 33713 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Fl~or, Second Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 2?th Day of Octo~r, 2oos. Name QTY Rate Rating Circuits Tv~ Outlet 86 0 Gen, Purpose Receptacle 1 0 20a-laundry Appliance Receptacle 6 0 GFCI Receptacle 49 0 Gen, Purpose Switch 46 0 Gen, Purpose Defects previously reported, as items of non-compliance, have been corrected. A visual inspection made of the exposed electrical equipment in the premises indicated found no obvious unsatisfactory condition. seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 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 [ ] RRE RESISTANT CONSTRUCTION [ REMARKS: DATE ~--// -- ~ ~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ [ ] ROUGH PLBG. [ ] INSULATION ~X~ FINAL [ ] FIRE SAFETY INSPECTION ] F1RE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE 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 REMARKS: ~/~gA~ r:~'>- ~ DATE 5713 Z_ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ~INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FiRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION ~FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ~/~ ROUGH PLBG. [ ]FOUNDATION2ND [ ]INSULATION [~ ~ STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: ~ '~-~ ~ ~ '/ / Z~ ~/ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONS?RUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: /~ ~~'~ ~ -~ "~ DATE ~ -- ~'''~ ~ ~ INSPECTOR ~ /~<~'~ ri:ELD IZNS?ECTION REPORT ~S~ATION PER N. Y. F~ ~DITION~ COUNTS - TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Approved ,20 Disapproved a/c Expiration BUILD1NG PERMIT APPLICATION CHECKLIST PERMIT NO. ~.~ ,~t_t~! ~ 2~ Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey J Check ~"~'D~o,~ l Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: APPLICATION FOR BUILDING PERMIT Date ,20 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. £ Every building permit shall expire if the work authorized bas not commenced within 12 months after the date of issuance or has not been co~npleted 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. "'~Signa/m~re of applica~r h'ame, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name ofownerofpremises Fl'd({ ~ (~i'F~&- jL{,~'F~6~Jq~ (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. 0 ',0 ~(5 C Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed.work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision Block [ Filed Map No. Lot State existing use and occupancy of premises,~and inte,n,~ed use and occupancy of proposed construction: a. Existing use and occupancy 1'~',r° S/C~? o1~ ~ b. Intended use and occupancy Nature of work (check which applicable): New Building_ Repair Removal Demolition Addition 7 Alteration Other Work Estimated Cost / ~(~/ 00(52) 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 If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of. eri&sticg structures, if any: Front ~ tl ' Height. / 3) Number of Stories Rear ~ ~ ~ Depth Dimensions of same .structure with alterations or additions: Front c_// ¢ Depth ~ ~ ~ Height ~ '~ ' Number of Stories Rear 8. Dimensions of entire new construction: Front cf / ' Rear cf / Height ~ ~ Number of Stories 9. Sizeoflot:Front [00l Rear [C,2~; Depth /2~q ~lqq'~ ~" 10. DateofPurchase /0/C2 ~ Name of Former Owner 11. Zone or use district in which premises are situated ~t 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO e2( 13. Will lot be re-graded? YES V NO__Will excess fill be removed from premises? YES /P" NO 14. NamesofOwnerofpremjses ~-~/'/~to~ Address 35~O ~'~,d/~,~cl/aPhoneNo.~ ?t I Jq8 lC/lO NameofArchitect ~-Xtff[rod ~ Cber'~/¢~/ Addressgg/~o~'q[td ~,,-d-phoneNo 62 [' ~'~ ~( c6ctl/ Name of Contractor t Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES __ NO Z · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF~odrfra/ /( ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing 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 performed in the manner set forth in the application filed therewith. I~REDERIOK MIGNONE NOTARY PUBUO STATE CF NEW YORX Sworn to before me this .~-/' ~ ! day of /~/-~ 20 dU NO, 01MI5049827 QUALIFIED IN SUFFOLK CO~;" , TEiqi.I EXPIFIE~.-qEpT. 25, 20. O~ CLERK OFFICE OF THE TOWN CLEF, I( TOWN OF SOUTHOLO THIS IS TO CEF,TIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 2q, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (:2) new forms to be used under tt~e Flood Damage Prevent regulations of the Code of the Tovf. n of ~outhold: "Floodplain Developmen.t Permit Application" [FDP(93)]]/a/nd "Certificate of Compliance for Development in Special Flood Hazard Area (C/C(93)). , £ 3 BLDG. OF_PT TOWN OF SO~J'DiO? Southold Town Clerk August 25, 1993 TO~N OF SOUTHOLD APPLICATION # PAgE I o[ 4 FLOODPLAIN DEV~,LOPMENT PERMIT APPLICATION This form is to be filled out irt duplicate. SECTIQN 1: GENERAL PROVISIONS (APPLICANT lo read and si~): 1.. No work may start until a permit is issued. · 2. The permit may be revoked if amy false statementi are made herein. 3. If revoked, all work must cede until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is L~ued. 5. The permit ',4Il expir~: if t~o work is commenced within six months of issua.nc~. 6. App[ica.nt is hereby hxformed that other permhs may be required to fuJfftll local, state a~d federal regulatory rex;luke, meats. 7. Appllcaat hereby glv~ cogent to thc Local Administrator or hi~/her rcpmscatadv¢ to make ~¢axonable iasp~c~oaz re. qulted to vcri~ compllaac~. 8. ~ THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AaND IN ATTACI-~I .F_.JqTS TO (APPLiCAix~S SiGIqATUR~-~~,~.~. ~ ~ DATE ~/Z,~/~''-~ SECTION 2: PROPOSED DEVELOPMENT (To be co_mplcted by APPLICANT) NAME ~dDDRESS TELEPHONE m'~u~rrrerrred ENGINEER PROJECT LOCATION: To avoid delay in pmce.~ing the ,pplJcado~ ple~c provide enough iMormatioa to eaxily identify the project location. Pro~4de the ~treet address, lot number or legal description (attach) and, outside urban area& the dktance to the uearext inlexsecting road or well-known [~dn:xavk. A sketch aitachcd to th~ application showing Ibc projccl location would be helpful. / FOP(93) APPLICATION PAGE 2 OF a DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT /~CTIVITY ~TRUCTURE TYPE [] New Structure '~"~d dltio n {~ffdier atto n [3 Relocation [] Demolition' [] Replacement ~¢sideuOal (14 Family) [] Residential (More than 4 Family) [] Non-residential (Floodproo£mg? U Yes) [] Combined Use (Residential & Commercix]) [] Manufactured (Mobile) Home (In Manu- factured Home Pea-k? [] Yes) ESTIMATED COST OF PROJECT 5 '~_cDC), ~ B. OTHER DEVELOPMENT ACTIVITIES: [] Excavation (Except for Structural Development Checked Above) · Fl Watercourse Alteration (Including Dredging and Channel Modifications [] Drainage Improvements (Including Culvert Work) O Road, Street or Bridge Construction O Subdivision (New or Expansion) CI [nctividuM Water or Sewer System [] Other (Please Specify) After completing SECTION Z, AJ~PLICANT should to submit form Local Administrator for ~;ECTION 3: FLOODPLAIN DETERMINATION (To be completed I~v LOCAL ADMINISTRATOR) Thc proposed development is located on FTIZM Panel No. , Dated The Proposed Development: Fl Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review k complete and NO FLOODPLAJN DEVELOPMENT PERaMIT IS REQUIRED). 0 I~ located in a Spedal Flood Hazard Area, FIRM zone d&~ignalion is 100-Yea~ flood elevation at thc site b: Fi. NGVD (MSL) [] Unavailable Thc proposed development is Ioc~ated in a floodway. I~3FM P~cl No Dated C3 Sec Section 4 (or additional mstructtoos SIGNED DATE APPLICATION PAGE 3 OF 4 SECTION ,I: ADD[TLONAL INFORMATION REOUI RED (To hc coml21cted by LQ~AL ADMINISTRATORJ Thc applicant must submit thc documents checked below be[ore thc. application cas bc processed: [Z] A site plan showing thc location oF all cristing structures, water bodies, adjacent roads, lot dimensions ~ad proposed development. [] Development plans, drawn to scale, and specifications, including where applicable: details [or anchoring structures, proposed elevation of lowest door (haduding basement), types of water resistam materials used below the [-u-st floor, detaila of floodprooFmg of u6Jities located below thc Fo'st floor and details of cndnsures below thc Durst floor. [] SubdM~ioa or other developmcm plans (If the subdi'dsioa or other developmeot exceeds 50 lots Or $ acres, whichever is the lesser, the applicant tansY, provide I.O0-year flood elevatiob, s if they are not otherwise available). rl Pla~ showing the extent of watercourse relocation and/gr landform alterations. [] Top of dew fill elevation Ft. NGVD (MSL)- [] FloodprooFmg protection level (aon-residcutial only) Ft.' bIG'VD (MSL). For floodprool'ed structures, applicant mu.ct attach oertilicatiot~ [rom registered engineer or architect. / [3 Certification from a registered cng:meet that the propor~e/dd activity ha a regulatory floodway will not result ba a_~ increase ha the height of the lt00-year flood. A copy ol' all data and calculations supporting thb Finding must also be submitted. [] Other: ~E(71'101R 5: PERMIT DETERMIHATION (To be completed b'f LOCAL, ADMIHI,,.RTR.kTQR} I h,ive determhaed that the proposed actlv~P/:. A. 13 Is B. IZl Is not ha conformance with provbions of Local Law ~ , 19 . The permit is issued subject to the conditions attached to and made part of thi~ permit. [~OX A is checked, thc Local AdmiaEtrator may Lssu¢ a Development Permit upon payment of designated [__/BOX B i~ chcck¢~d, the Local ^dmlnistralor will pro'ddt a v,,riltca summary o( deficicncic-s. AppliCator may revise and resubmit an application to the Local Administrator or may request a bearing from Ibc Bo~d of Appeals. APPLICATION PAGE 4 OF 4 APPF~'kLS: Appealed to Boasd o(Appeals7 [] Yes O No Hc~mg date: Appeals Board Decision --- Approved7 [3 Yes Conditions O No SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Comvliance [s issued'l The fotlowi~g kfformafion mu~t be provided for project structures. TI~ sec. don m~t be completed bY a registered profexsional engineer or a lice~ed land ~mweyor (or attach a certification to tiffs application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of ~he lowest floor, including basement (in Coa.~lal High Haza'rd ' Areas. bottom of lowest structural member of the lowest floor, excluding piling and cohunus) is: ~. ~4~xrv ~SL). g. Actu~ (As-Built) Elevation of floodproo£mg protection i~ FT. NGVD (MSL). NOTE: A~ny work performed prior to st~mittal of the above hafovmation ia at the risk of the Applicant. SECTION 7: COMPLIANCE ACTIOIq rTe bc completed bv LOCAL ADMINISTRATOR) The LOCAL ADMII~ISTRATOR wi21 complete thLs section a~ applicable based ou i~spcction of thc project to ensure compliance with the commtmity's Ioc~l law for flood dvanage prevention. INSPECTIONS: DATE BY DEFICIENCIES? C} YES ID NO DATE BY DEFICIENCFES? 0 YES [] NO DATE BY DEFICIENCIES? [] YES 0 NO SECTION 8: CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMIHI~VFKATOR'I Certificate of Compliance issued: DATE:. BY: Attachment B SAI{PLE CERTIFICATE OF COMPLI~-NCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD ~ AREA (o~rNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO, PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: [2] NEW BUILDING [] EXISTIN~ BUILDING [] VACANT LAND THE LOCAL ADMINISTILa~TOR IS TO COMPLETE ~ OR B. BELOW: COMPLL&NCE IS HEREBY CERTIFIED 'WITH THE REQuII:LEMENT$ LOCAL LAW # ,19 SIGNED: DATED: COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS LOCAL LAW # ,19__, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: OF OF Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM I PROPERTY LOCATION: t S.C,T.M.#~ THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Ib"--~I~ IJ STORM-WATER, GRADING, DRAINAGE AHO EROSION CONTROL eLAN District aecao, ock Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No 1 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? V (This item will include all run-off created by site clearing and/or construction activities as well as all Site -- Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Locafion? g/ This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIowl -- 3 Will this Project Require any Land Fifiing, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? 1~] -- 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of F ye Thousand (5,000) Square Feet of Ground Surface? -- 5 Is there a Natural Water Course Running through the Site? r~ is this Project within the Trustees judsdicfion or within One Hundred (100') feet of a Wetland or Beach? [~] -- 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vedica[ Rise lo F~ 6// One Hundred (100') of Horizontal Distance? ~ -- 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Stomn-Water Run-Off r~ ~./ into and/or in the direction of a Town right-of-way? ~ -- 8 Wifi this Project Require the Ptacemen~ of Material, Removal of Vegetation and/or tile Construction of any Item Wdhin the Town Right-of-Way or Road Shoulder Area? L==~..J -- (This item will NOT include the Installation of Driveway Aprons.) 9 W~l this Project Require Site Preparation within Ihe One Hundred (100) Year F oodp a n of 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 Permit! EXEMPTION: Yes No Does this project meet tho minimum standards for classification as an Agdcultural Project? Note: If You Answered Yes to this Quesfiom a Storm-Water, Grading, Drainage & Erosion Control Plan ts NOT Required! STATE OF NISV¢ YORK, -- ()WIICI altclfioI ICiJI ('s(tnl;tlJ\e <)[ thc ()wnm (>t ()~x]lcl's, and is duly autJlolJzcd to pelfimu or Il;lye peH'urmed die said wo[k and to make ;md file dns application; that all statements colmuncd m tiffs application are mm to ilK' best of bis Imowlcdge m~d belief; and fllat the work will he t)cdbrmed m tl~c nlannm scl t})llh m the application []lcc] hcrcwilh. FREDERICK MIGNONE NO3'Ar~Y PUBLIC STATE OF NEW YORK NO. 01MI5049827 r-fED IN SUFFO~ COUNTY.> FORM - 06/07 REScheck Software Version 4.1.3 Compliance Certificate Project Title: Fred & Gina Mignone Residence Report Date: 02/21/08 Data ~ename: J:\RENOVATIONS FROM PORTASLE\RENOVATIONS~HAND KNOLLWOOD LANE~hand-mignone.mk Energy Code: Location: Construction Type: Heating Type: Non-Electric Glazing Area Pementage: 20% Heating Degree Days: 5750 Construction Site: 350 Knollwood Lane Mattituck, NY 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Owner/Agent: Designer/Contractor: Axelrod & Cherveny Architects 66 Hamed Road Comrnack, NY 11725 631-864-4411 Compliance: 0.2% Better Than Code Maximum UA: 413 YourUA:412 Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Door 1: Solid Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space 1377 30.0 0.0 48 44 19.0 0.0 2 2326 13.0 0.0 149 469 0.270 127 40 0.400 16 1490 19.0 0.0 70 The proposed building represented in this document is consistent with the buitding plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the 2007 New, X~ Energy ~lonse~vation Construction Code requirements. When a Registered Design Professional h~am!~ and signed this I~e, t h.J[y are att~ting that to the best of his/her knowledge, belief, and professional judgment, such plans or st0ecificatiori~ are~in compiian~l~'withjl~ Codev JeroldAxelrod-Architect'~ \f~1,~ ~/~ _/~.~,~~( ~ *- Zl Name - Title Signat~ - ~ Date Project Title: Fred & Gina Mignone Residence Report date: 02/21/08 Data filename: J:\RENOVATIONS FROM PORTABLE,RENOVATIONS\HAND KNOLLWOOD LANE~hand-mignone.mk Page 1 of 4 REScheck Software Version 4.1.3 Inspection Checklist Date: 02/21/08 Ceilings: ~1 Ceiling 1: Fiat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Ct Ceiling 2: Cathedral Ceiling (no attic), R-19.0 cavity insulation Comments: Above-Grade Walls: Ct Wall 1: Wood Frame, 16" c.c., R-13.0 cavity insulation Comments: Windows: ~1 Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.270 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Comments: Yes No Doors: Ct Door 1: Solid, U-factor: 0.400 Comments: Floors: Flcor 1: All-Wood JoisFTruss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Air Leakage: I~ Joints, penetrations, and all other such openings in the building envelope that ars sources of air leakage ara sealed. Recessed lights ars 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 ars installed with a 3" clearance from insulation. Vapor Retarder: I~ Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. [] tnsulation R-values and glazing U-factors ars clearly marked on the buitding plans or specifications. [] insulation is installed according to manufacturar's instructions, in substantial contact with the surface being insulated, ar~l in a manner that achieves the rated R-value without compressing the insulation. Duct insulation: [] Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. [] Return ducts in unconditioned attics or outside the building ara insulated to at least R-4. Supply ducts in unconditioned spaces are insulated to at least R-8. Retum ducts in unconditioned spaces (except basements) are insalated to R-2. Insulation is not required on ratum ducts in beaements. Duct Construction: [] All joints, seams, and connections are sscurety fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics ars rated UL 181A or UL 181B. Project Title: Fred & Gina Mignone Residence Report date: 02/21/08 Data filename: J:\RENOVATIONS FROM PORTABLE,RENOVATIONS\HAND KNOLLWOOD LANE~hand-mignone.mk Page 2 of 4 Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g, (500 Pa). r~ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ~1 Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ~1 Separate electric meters exist for each dwelling unit. Fireplaces: ~1 Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have a source of combustion air, ss required by the Fireplace construction provisions of the Bu#ding Code of New York State, the Residential Code of New York State or the New York City Bu#ding Code, as applicable. Service Water Heating: ~1 Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ~1 Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: [] Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is fram non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: I~1 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F ara insulated to the levels in Table 2. Project Title: Fred & Gina Mignone Residence Report date: 02/21/08 Data filename: J:\RENOVATIONS FROM PORTABLE~RENOVATIONS~--IAND KNOLLWOOD LANE-~hand-mignone.rck Page 3 of 4 ,Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Non-Circulating Runouts Circulating Maine end Runouts Heated Water Up to 1" Up to 1.25" 1.5" to 2,0" Over 2" Temperature (°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1,0 Table 2: Minimum Insulation Thickness for HVAC Pipes Insulation Thickness In Inches by Pipe Sizes Fluid Temp. 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 Uss Only) Project 33tie: Fred & Gina Mignons Residence Report date: 02/21/08 Data filename: J:\RENOVATIONS FROM PORTABLE~RENOVATIONS\HAND KNOLLWOOD LANEV3and-mignone.rck Page 4 of 4 OWN ER STREE'~'~. '~: ~*{),. VI LLAG£ ! FORMER OWNER VL. N FARM COMM. E ACREAGE 0.4~_~) TYPE OF BUILDING JlND. JCB. J MISC. Est. Mkt. Value LAND IMP. Tillable 1 Tillable 2 TOTAL DATE REMARKS AGE BUILDING CONDITION NEW NORAAAL BELOW' ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD BULKHEAD Tillable 3 Woodland Swampland Brushland Hou.~ Plot Total DOCK OOM- i-~ ~PTER "46" FLOO,~ ~. ~ PREVENTION $OUTHOLD OWN CODE. APPROVED AS NGTED DATE~ ~.--.~, B.P. # ~.~,~__.~:~ 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION. TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4.FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.C. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF TIlE TOWN CODE, OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY U~DERI/~ffERS CERTIFIcA'rl[ REQUIRED COMPLY W~TH ALL CODES OF NEW YORK STATZ & TOWN CODES AS REQUIRED AND ~-,CNDfTIONS OF ..... ,,Nv BOARD PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. THE PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WA TER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. REF ONLY: 1000-10'7"01-019 SEC.,SHZ) JOB 10617 ~ ,. ~ 2e-IO"~ -. - 30-0" ~ 28L8 ,' 24LOz ~ . O~ 1491 , ~ ~ ,, ~.~o~. . JO0. O0 HNOLL~OOD Situated at TOWN OF SOUFHOLD Smith, June ~ Gillis SUFFOLK COUNTY NEW YORK 120 M~dford Avenue Scale: 1"= 30' Potchogue, NY 11772 Phone: 631-475-3192 Surly Certi~.d FREDE~Ic~ J. ~t6NO~fi P I DEL I Fy ~rlOH4a rifLE INS. CO. Of H ~ T/FIE ~03- ~ 7o4-54060-50FF Dates Surve~d: ~ EPTEM~ER ~,~003 AXELROD & CHERVENY ARCHITECTS, 66 HARNED ROAD, COMMACK, NEW YORK REFERENCE STANDARD W.F.C.M. 1995 HIGH WIND EDI~ION N 301.2.1,1 Wind design criteNo: the structure, structural connectors & fromTng system hove been designed to resist horizontal loads associated with 120 mph wind loads for exposure B, See wall details tar nailing end connectors, RDIO.I.I PNndo~ egr~ee opening re~.ulremen~5~ n~ ~le~ openTng flre~ floor · TA~,I~ f~.~01.2(I) GIIIviATIC, AN~2 ~EO~.APHIGAI OE~lm~N GF~.ITEI~.IA / EG~UIV,~LENT NAIUNG SCHEDULE (TABLE 3.1-AF ~ PA) 19N5 I~INON ~GINT DESCRIP1]ON I i~ OF COM~GN NAILS I ~ OF BOX N~JLS I NAIL SPACING (FOR ROOF I~USS NAIUNG-SEE OET~IL "l" AGOg) RofEer to Top Plate (Toe Nailed) 3 - 8d 3 - 1Od Per Rafter Ceiling Joist to Top Plate (Toe NaTled) 3 - 8d .3 - lOd Per do~st Ceiling Joist to Parallel Rafter (Face Nailed) 3 - 16d 6 - 40d Each Lap Ceiling dais[ Imps over PerfiUons (Face N~lled) 5 - 16d 6 - 40d Each Lop Collar Ties to Rafter (Face Nailed) 3 - Bd 2 - 1Od Per Tie WALL F~AMIN¢ Top Plate to Top Plate (Face Nailed) . 2 - 16d (1) 2 - 16d (1) Per Foot Tap Plates at intersections (Face Nailed) 4 - 1Ga 5 - 16d Joints E~ch Side Stud to Stud (Face Nailed) 2 - 16d 2 - 16d 24" O.C. Header to Header (Face Nailed) 16d 16d 16" O.C. Along Edges Top or Bottom Plate to Stud (End Nailed) 2 - 16d 2 - 40d Per Stud ROOF f~EA~IING 6" Edge / 12" Field (Int. & Per.) Structural Panels I 8d I TM 40,C. @ GABLE RANE O,H. CBUNG SHEAIHINO Gypsum Wallboard I 5d Coolers I 5d Coolers I T' Edge / 10" Field ~ALL SHEAIHING Fiberboard Panels 7/16" 6d 25/32" 8d (5) Gypsum Wallboard 5d Coolers 5d Coolers 3" Edge / 6" Field 3" Edge / 6" Field 7" Edge / 10" Field 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 8 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED ~ ~NCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBER SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR pLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. CORROSION RESISTANT 1 1 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMWFED~ CHECK 18C FOR ADDITIONAL REQUIREMENTS. ESLD~ HT) ONE ~,/a,~oN HONOXiDE ALARM IN INE~ oNE A~ T~-FAHILY P~LLIIN~, TO~HOUBD~ AND D~LLIN~ UNI~ IN ~ ~-2 LOgiT FLO0~ LEal CONTAIN~Ne ~ED~OOMS. UPLIFT ~TR.AP ~ONNEGTION f~EG~If~MENT5 (~NT'-.HE5) 24 :20 :24 11.2 qo [ ldo J IIO /20 FIREOLOCKIN@, PIREBLO~K ALL CONCEAl_ED ~JkF? OPENINg5 ~TI~AL $ HORIZONTAL) MATERIAL TO ¢O2.~(.I), fi.I) A~ 0.2). FO~ ~OOD TADLE 8.4 ~ID~f= TENDION 5TRAP GONNEGTION ~,E~UIREMENT5 DRAWN BY: AgD CHECKED BY: DATE: DATE: 1044-07 JOB NUMBER 06 65 SHEET NUMBER .~ ~IDDE STRAP DETAIL ~1~ STRAP DETAIL/ I~~ "~' ~l~ ~ ~ ~ A(DO~ OATH. ~LGD HIT~UT ~O~A~ TIE~) / ~ ~2 N~L~ MIN. IN I~" "'~- COLUMN ~O~T TOP ANCHOR ~ I ~H F~~ ) - I OUN ATION HALL u FLOR TO FLOO~ TIE~ ~OR¥ TO STOR~ GONNf=GTORS "IWPIOAL HOLI2OHN 12ETAIL AT FRAMED 'FLOOR ]ZX'I"E~IOR FOUNDATION HALL (~PARALLt~L TO _-.IOISTS) "r'r'PICAL AN6,HOR BOLT ,¢.-,STUD TO RIM JOIST TO SILL PLATE INALL TO ~,I~Et~ EI~=LOI*I C, ONhlDGTION POI¢ 5ET tDAGK I~ALL.G e~PlGAL HOL=OHN ~ETAIL AT SLAB ~,ETAIL~-u='°~'~'~ LAY-OVER OR FALDE VALLEY e ~__Tt~JNF~IN~ I2ETAIL NAIL (CONTINUOUS AT THE COLUHN FAOTEN 5HEATHINO TO HEAD, ER, PLACEO, AND // !,,V DE) BOX NAILE ~ DII O/C EACH NAY / :AD,NED TO`= PLATE TO HEADER HI3~¢ 5rHfSON 1'4DTABO 01~',Ap (INDIDE P~ '/' BLOCKING AT PANEL E~'eE5 40LDOHN5 pE~ DETAILe ~ ~/~,"ANCHOR OR EXPANEFON ~OL~ AT ALL PANEL led NAil · 24" O/C,- ~D NAIL ~ I=" O/~ AT ALL ME~E~5 NOT AT ~A~L I~I~E ~XTE~IO~ OO NE _~ALL F~AMIN~ 4-led PAOE NAILS PROM I I ~-IOD N.T.~. N.T.~. (HHEN ALl,NED) 5TP-,AP'P'INd~ DETAIL. FRAME GONNiEGTION5 N.T.~. {PENSCRIP 2x & IN TIVE METHOD) COP~IGHT AXELROD & CHERVENY ARCHITECTS 2007 06~65 T=2 F~,ONT o.,.. I IIIIJJ- _ i'i I I III I I iii II ~1111Pr]~I~F'O' ~ III IIJL~ I / ILLI III III I III II /11 irl II ~i-~ jg. [ _JLL[ III UJ JJIJL.J~: J[ Ill Ill Ill I I~'/ II I I I II/ I I II ~.JL II II d II I / II?JCL ill IIII Ill llll Ill IrJJ_JJ~L.~LLI III IlJU II II~%JL III III III Tl~lMCrfP) -- I I II II I~'/ I I II I II I II I II ILl I II I II/ I I II/ J_HJ_II~? I II!111.1.1.1 ............... ~~'"~",',,' ',',,~',',,' ',',,W,,' V,,",',,' ',',,"',',?"~A',,' ',' I Ill IJ. LLll ~lllllll ~ IIIlll~-~-~-- lid II llJU Ill I , '.Ill Ill Ill I Ill I !l Ill '--~]3 I;l~ll ,6,Nd I~ll ,N--'c~-_ II / I llTll L / , Ill Ill Ill ~ I I I ~ I '11 C]3 ~ II IIIHI III ~ III I~1 II ~ ~ ~ ~ ~ I I~[ C I I I I I I I I i ,",',, '".~ ~lll~llll ~11111~11~ ,,",' II II~L~I-~:]I lilllllllllllllllll .,,.,, . IIl t IEI ,,",' ',',,',',,",' v,,",',,'v .......... I III III IIIIIIIIIIII i~Z , , . ........... Ill T '-':--'" '-'~--: - ' _- -: ~ ----- :~- JU IIII _:.~ .~.: - --_: - -- ~_: ' ---: - _~ ' ii_Ii_ L ~ I I E 1---,~ , I I/4-" = I'-0" POOTIk~CI'r'PIGAL) ~ I RII3~E V~T AI~ V~T (1Y~)~% 15TFL~ 1ST FLI~ I 1ST PL~, --~ -h LJ R-,I~HT ELEVATION , ~-- ~1/4" = I'-©" I_ FjJ~- COPYRIGHT AXELROD & CHERVENY ARCHITECTS 2006 I/4" = I'-0" CHECKED BY; DA~: REV No. DATE: JOB NUMBER 06265 I I AI~EA "A" 2" P.6. 51.A~ ON .OD4 NIL. pOLYETHELTNE coLUM~ UN~ER NEe 3x I0 NAILE~. LA~, BOLT INTO EXIBT[N~ FOUNDATION PLAN I/4" = I'-0" / ~ ~ / F.X~ST~Ne (~ ~J / DETAIL ::1¢1 5 1~60 TO EXIBTIN~ DEL FLOOR JOISTS. po L_-I I pt=TAiL :1:1:2 I/2"= I'-0" ALL DEGK LUMBER TO BE · J ~) I-~/4'x I1-1/~," j tBI~.KF~T P. OOM tDUTL PANT DININ~ f II %%/ ENLA~E~ I~ FLOOr. PLAN ~ALL 12" F~OH TOP ~ DG~GH GF D~ILLED HOLE5 , 5ECU~ ~ITH 2x I0 ~- 16' 0~. ~PoxY. *OD TO EXT~ND INTO NE~ ~ALL D" (~PIOAL ALL CRAHL 5PACE ARI--A "A" I N~ 5T~O ~ALL CONBTI~JC, TION ~x I0 PA- I&' O.C 12 E .... ~ DXIBTIN~ ~ NE~ ~" P.O. FOUNDATION ~~L~-~. ] EX~gTIN~ FOUNDATION ~ALL ~'-m" I~' 0~. ~2 = EXIST. G2. TO DETAIL ,, 6RANL 5PAOE AREA: 405 5(2. FT. _ 2.-~ 5dL FT. REGUIRED (D ~4~. FT. PROVIDED) 150 5G. PT. ORAHL 5PAGE AREA: q5 SdL FT. = 0,6 5(2. FT, REd~UIP. ED (2! 5(2, FT. PROVIDED) lSO 5G. FT. FOL~NDATION P~ALL. DRAWN BY: ~,CD CHECKED BY; DATE: DALE: m-14.~7 NEH O6265 ] I I [ FOOTIN~ (T'~IGAL) SHEET NUMBER TYP. PLITC~ BEAH ~I'AIL. ll.,OI Ox 6 ~00~ PLAN NEH ~ ~1~ PL^~I~ -- I/4" · I'-0" NOTE: NOTE: SINGLE STATION SMOKE OETE(..,TO~-5 50UROE AN~ INTBROONNEOTION, A5 PER BUILDIN¢ VALLEY JACK GOV. PO~GH ) JOIST lB"' 0.6. EXISTI~ PJ TO PEr'fAIN HALL~ TO P~HAIN 2x ,D HIgH 16"00 M5"T'~ E~t=I:2RM 224 I0 ~LK-IN LI~N '~'-o" PAP. ALL,~ F BALooN¥ r B~,~. C,L~ E~UAL ~ ~ LAUN ~) 2x 12 M~3ET SECOND FLO0~, PLAN F:UTU~E PINISH I/4" = I'-0" LI'v'IN~ AP.tEA: 1554 SQ. FT. P4ALL LEDCENI2 KITCH~=N ¢L0¢ E, EI2R. M #2 C, LO~ COPYRIGHT AXELROD & CHERVENY ARCHITEC/S 2006 EXISTIN® FLO0~ PLAN 114"= I'-0" EXISTING LIVIN¢9 AREA: I00~ SQ. FT. DRAWN 8Y: ACD CHECKEO BY; DATE: 4'21'~ REV No, DALE: 10'14'07 JOB NUMBER 06265 SHEET NUMBER ADDITIONAL GENERAL NOTES: THE WORK UNDER THiS CONTRACT SHALL CONSIST OF ALL LABOR, INSTALLATION, MATERIALS AND EQUIPMENT REQUIRED AND NECESSARY TO PERFORM ALL WORK AS SHOWN ON ~E DRAWINGS SPECIFIED HEREIN AND AS REQUIRED DY CONDITIONS AT THE SITE: NOTIFY ALL CORPORATIONS, ADJACENT PROPERTY OWNERS, UTILITY COMPANIES AND/OR LOCAL AUTHORITIES OWNING CONDUIT, WIRES, PIPES OR OTHER UTILITIES RUNNING TO OR ON THE PROPERTY OR IN THE AREAS AFFECTED BY THIS CONSTRUCTION AND / OR OTHERWISE REQUIRED BY THE TOWN OR LOCAL AGENCIES HAVING JURISDICTION. CAP ALL ABANDONED UTILITY LINES IN ACCORDANCE WITH THE INSTRUCTIONS FROM UTILITY COMPANIES OR LOCAL AUTHORITIES HAVING JURISDICTION. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING ALL SITE AND SAFETY PROTECTION (FENCING, BARRIERS, ETC,) DURING CONSTRUCTION IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES (OSHA, ETC,) TO PROVIDE FOR THE SAFETY OF THE PUBLIC AND THE PROTECTION OF THE SITE AND BUILDING, iT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND EACH OF HIS SUBCONTRACTORS, TO VISIT THE SITE PRIOR TO SUBMISSION OF HIS BID TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. NO ADDITIONAL ALLOWANCES, OR EXTRA CHARGES, Will BE PERMITTED BECAUSE OF HIS FAILURE TO PERFORM THE AFOREMENTIONED SITE VLSI% THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS CONFIRMED BY FIELD CONDITIONS TAKE PRECEDENCE. IF DISCREPANCY ARISES BASED ON FIELD CONDITIONS CONSULT WITH ARCHITECT'S OFFICE BEFORE PROCEEDING WITH WORK OR ORDERING MATERIALS. ANY iTEM OF WORK NECESSARY FOR PROPER COMPLETION OF CONSTRUCTION, WHICH IS NOT SPECIFICALLY COVERED ON THE DRAWINGS OR IN THE SPECIFICATIONS, SHALL BE CONSIDERED INCLUDED IN THIS WORK AND SHALL BE PERFORMED IN A MANNER DEEMED GOOD PRACTICE OF THE TRADE INVOLVED. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ANY EXISTING DRYWELLS, CESSPOOLS, SEPTIC TANKS AND UBLITIES, UNDERGROUND PIPING OR STRUCTURES THAT MAY INTERFERE WITH NEW WORK OR DEMOLITION AND TO PROTECT SAME FROM ANY DAMAGE. THE REPAIR OF ANY DAMAGE DUE TO NEW CONSTRUCTION OR DEMOLITION IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 28. ALL WOOD BEAMS BEARING ON MASONRY SHALL HAVE A MINIMUM BEARING OF 4" AND SHALL BE PROVIDED WlTH METAL SHIELDS. 29. ALL WOOD BEAMS BEARING ON STEEL SHALL HAVE A MINIMUM BEARING OF 2". 30. DOUBLE ALL FRAMING AROUND ALL OPENINGS UNLESS OTHERWISE NOTED. 31, PROVIDE AND INSTALL ALL FIRE STOPPING, CATS, BLOCKING, ETC, AT EXTERIOR WALLS AND BEARING WALLS AND AS REQUIRED BY CODE AND/OR JOB CONDITIONS AND IN ACCORDANCE WITH STANDARD ACCEPTABLE PRACTICE. 32. ALL NEW WINDOW AND DOOR OPENINGS SHALL HAVE STUDS TRIPLED ON JAMBS. THE INNER TWO STUDS SHALL BE CUT TO RECEIVE THE LINTEL OR HEADER OVER THE OPENING AND SHALL EXTEND IN ONE PIECE THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DEMOUTION, EXCAVATION, CARTING, REFUSE AND THE LEGAL DISPOSAL OF SAME AS REQUIRED TO ALLOW FOR NEW CONSTRUC~ON AND REMOVAL OF ALL DEBRIS FROM THE SITE. §. DISPOSE OF ALL (IF ANY) HAZARDOUS MATERIAL OR ASBESTOS IN AN APPROVED MANNER AS REQUIRED BY FEDERAL, STATE AND LOCAL AGENCIES (INCLUDING THE EPA). 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY rTEM OF EXISTING CONSTRUCTION THAT IS TO REMAIN OR THAT IS DAMAGED DURING NEW CONSTRUCTION. ¢VERHANO PULL CHAIN PLATE 5HFFTR~N ~ENINO T~P= 11. 12. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OR THE WORK OF THE GENERAL CONTRACTOR, OWNER OR ANY OTHER SUBCONTRACTORS NOR SHALL HE GUARANTEE THEIR PERFORMANCE. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY CHANGES TO THIS PROJECT MADE BY OWNER, GENERAL CONTRACTOR OR ANY SUBCONTRACTOR OR MATERIAL SUPPLIER UNLESS PROPERLY AUTHORIZED, IN WRITING, BY THE ARCHITECT. 13. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK SINCE THESE ARE SOLELY THE GENERAL CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE GENERAL CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF ACTS OR OMISSIONS OF THE GENERAL CONTRACTOR, SUBCONTRACTORS OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. 14. THE GENERAL CONTRACTOR SHALL PROVIDE FOR ALL PROPER BRACING, SHEETPILING, SHORING, DE-WATERING, ETC., AND THE PROTECTION AND SUPPORT OF THE EXISTING AND ADJACENT STRUCTURES AND TREES THAT ARE TO REMAIN. PRO, DE FOR ALL UNDERPINNING AS REQUIRED DUE TO FIELD AND PROJECT CONDITIONS. 15. 16, 17. 18, 19. 20, 21. 22. 23. 24. 25. 26. 27. THE GENERAL CONTRACTOR SHALL CONFIRM AND VERIFY EXISTING BEARING CONDITIONS BEFORE PROCEEDING WiTH THE WORK. THE ENTIRE WORK SHALL BE ACCURATELY FRAMED PLUMB, LEVEL AND TRUE, WELL SPIKED AND NAILED AND ANCHORED TOGETHER TO FORM A RIGID STRUCTURE AND TO INSURE EVEN SETTLEMENT AND SHRINKAGE THROUGHOUT. ANY DAMAGE TO ANY EXISTING PAVEMENTS (INCLUDING PUBLIC STREETS) OR STRUCTURES TO REMAIN MUST BE REPAIRED TO THEIR ORIGINAL CONDITION OR REPLACED BY THE GENERAL CONTRACTOR AT NO EXTRA COST TO THE OWNER, ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR INSTRUCTIONS. RESECURE AND PROPERLY SUPPORT ALL EXISTING FRAMING AND ALL OTHER CONSTRUCTION THAT MAY BE AFFECTED BY NEW CONSTRUCTION. REMOVE AND REPLACE ANY AND ALL DAMAGED, ROTTED OB OTHERWISE UNSOUND FRAMING. REPLACEMENT FRAMING MUST BE OF PROPER SIZE AND BEARING TO SUPPORT ANY AND ALL LOADS IMPOSED. PATCH ALL FLOOR, WALL AND CBLING AREAS AFFECTED BY NEW CONSTRUCTION FLUSH TO MATCH EXISTING UNLESS NOTED OTHERWISE INCLUDING REPLACEMENT AND REPAIR OF ALL TRIM, FINISHES, ETC. BRACE ALL FOUNDATION WALLS AS REQUIRED PRIOR TO BACKFILLrNG. JOIST HANGERS, HOLD DOWN CLIPS, ETC. SHALL BE SIMPSON STRONG-TE CO., INC., OR APPROVED EQUAL (SECURED WITH ANNULAR NAILS, ETC. AS PER MANUFACTURER'S SPECIFICATIONS) FOR ALL FLUSH STRUCTURAL CONNECTIONS. PROVIDE SADDLE-TYPE, HEAVY DUTY BEAM HANGERS AS REQUIRED. ALL EXTERIOR CONNECTORS, FASTENERS, ETC. SHALL BE STAINLESS STEEL. PROVIDE WELDED STEEL CONNECTIONS FOR ALL FRAMING HANGERS, ETC. AT STEEL BEAMS, COLUMNS, ETC, ALL WOOD FRAMING SHALL BE CONSTRUCTED AND INSTALLED AS PER "NATIONAL DESIGN STANDARDS FOR WOOD CONSTRUCTION", LATEST EDISON, ALL STRUCTURAL WOOD FRAMING, UNLESS OTHERWISE NOTED, SHALL BE MINIMUM HEM FIR NO. 2 OR BETTER WITH BASE DESIGN MINIMUM Fb 850 PSI; Fv = 75 PSI; Fc (PERP) = 1,250 PSI; E = 1,300,000 PSI (SEE PLANS FOR ADDITIONAL NOTES AND REQUIREMENTS). ALL LUMBER SHALL BE PROPERLY SEASONED AND SHALL 8E NEW UNLESS OTHERWISE APPROVED BY THE ARCHITECL ALL LUMBER SHALL BE FREE FROM KNOTS, SHAKES, ROT, FUNGUS, OR OTHER DEFECTS. ALL NEW ROOF JOISTS, HEADERS AND TRIMMERS AND OTHER HORIZONTAL WOOD MEMBERS SHALL BE SET WITH THE CROWN EDGE UPWARD. 33. 34. 35. 56, 37. B8. Bg. 40, 4-1, 42, 43. 45. FROM LINTEL OR HEADER TO BEARING BELOW. THE OUTER STIJD SHALL RUN IN ONE PIECE FROM SILL TO TOP PLATES. NO STUD SHALL BE CUT TO RECEIVE PIPING LARGER THAN 1-1/2" IN DIAMETER. iF TRE RUNNING OF PIPES REQUIRES THE CUTTING OF PLATES, PROPER PROVISION SHALL BE MADE FOR TYING TOGETHER AND SUPPORtiNG ALL STRUCTURAL MEMBERS AFFECTED BY SUCH CUTTING, ALL JOISTS SHALL BE CROSSBRIDGED WITH SOILID BRIDGING AND/OR 5/4" x 3" BRIDGING AS INDICATED AT MID-SPAN OR INTERVALS NOT TO EXCEED 8'-0" O.C. AND SECURELY NAILED AT EACH END. BRIBGrN6 SHALL NOT BE NAILED UNTIL AFTER PARTITIONS ARE IN PLACE. PROVIDE SOLID BRIDGING BETWEEN JOISTS OVER GIRDERS AND PLATES OF BEARING PAR~lllONS. METAL BRIDGING STRAPS MAY BE SUBSTI~JTED AND INSTALLED ACCORDINGLY. PROVIDE NEW WOOD HEADERS MINIMUM (2) 2";<8" AT INTERIOR WALLS (NON-BEARING) AND (2) 2"x12" AT EXTERIOR AND iNTERIOR BEARING WALLS WITH SOLID BEARING STUD SUPPORTS AT ALL NEW WINDOWS, DOORS, AND OPENINGS AS MAY BE REQUIRED BY EXISTING CONDITIONS AND NEW CONSTRUCTION UNLESS OTHERWISE SHOWN OR NOTED. PROVrDE NEW FULL THICK INSULATION IN ACCORDANCE WITH NEW YORK STATE ENERGY CONSERVATION CODE REQUIREMENTS AT ALL EXISTING EXTERIOR WALLS AND ROOF ENVELOPE AREAS EXPOSED DURING NEW CONSTRUOTION. ALL PLYWOOD SHEATHING SHALL BE EXTERIOR GRADE C-D EXTERIOR, I~pE 1 EXPOSURE. APA STRUCTURAL (GRADE STAMPED) UNLESS OTHERWISE INDICATED. EXPOSED PLYWOOD SOFFITS SHALL BE A-C GRADE EXTERIOR, TYPE 1. PROVIDE METAL DRIP FLASHING OVER ALL WINDOWS AND DOORS AS REQUIRED. PROVIDE AND INSTALL 1/2" GYPSUM BOARD (MINIMUM), (TYPE "X" AS NOTED), TYPICAL ALL WALLS AND CEILINGS, UNLESS OTHERWISE NOTED. ALL GYPSUM BOARD SHALL BE TAPED AND SPACKLED (B COATS). THE GENERAL CONTHACTOR AND ALL SUBCONTRACTORS SHALL BE RESPONSIBLE TO REVIEW AND COMPLY WITH ANY AND ALL SECTIONS OF THE RESIDENTIAL, ELECTRICAL, PLUMBING, ETC. CODES OF THE STATE OF PEW YORK, LATEST EDITION. T~E MOST RESTRICTIVE REQUIREMENTS SHALL GOVERN. THE GENERAL CONTRACTOR IS TO PROVIDE AND ALLOW FOR NEW FLOOR FINISHES THROUGHOUT. - COORDINATE WiTH OWNER. PROVIDE FOR ALL NEW PLUMBING, PIPING AND/OR REPIPING AND EQUIPMENT AS MAY BE REQUIRED. THE CONTRACTOR MUST ALLOW AND PROVIDE FDR ALL NEW AND EXIS~NG PIPING (GAS, WATER, ETC.) AS MAY BE REQUIRED. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA FREE FROM ACCUMULAllON OF ALL WAST MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS. AT THE COMPLETION HE SHALL REMOVE HIS WASTE MATERIAL AND RUBBISH FROM THE PREMISES AND SITE AS WELL AS ALL HIS TOOLS, CONSTRUCTION EQUIPMENT AND SURPLUS MATERIALS AND SHALL CLEAN ALL GLASS SURFACED AND LEAVE THE WORK "BROOM OLEAN". THE GENERAL CON]RACTOR SHALL KeeP TO A MINIMUM ANY INTERRUPTION IN SERVICES TO THE EXISTING BUILDING. COORDINATE IN ADVANCE, ANY REQUIRED INTERRUPTION WITH THE OWNER. F-=-~---F- KNOLLI IOOO LAN = PLOT PLAN N.T.S. I ~ / - / l 4 'O0"E I00.00' 00.00' WATER NOT~: PIPE ALL LNADE~5 DI~OTL~ TO PR~H~I I 12 U~E ONE IO'-O" DIA. POOL (I) I0' DIA.x ~'-8" HIgH EOLl~ I'%~LL DONE-- IO~."/ ~.U. (2) I0~ DIA.x ~'-0" 50LID I,%ALL PIN®= 410.~ ¢.,LJ. FT. TOTAL 51'~ 06265 3AoF3 COPYRIGHT AXELROD & CHERVENY ARCHITECTS 2006 JOIST DETAILS  Bbcklng eJ T~TIe rim joist- Must have l~" minimum joist bearing at ends For infarmatiofl on Isterd Trus Joist rim board ~ Musihave l~"minimumjoist bearing atends Web stiffeners required each side et E1W i17/a" - 20" joists; 6" diameter maximum for g~" joists or for blocking ponds less than 12" nst cut flanges. 4'-O"length of ~"reinforce~ent on one side at E2, both sid~ at E3 8" diameter maximum hole for 11~" - 16" joists; 6" diameter blocking panels less than 12" long. Do not cut flanges. flanges with 8d (~") 6'-0" length of joist reinforcement end filler block. Use 4'-0" length with g~" and 11~" T3~® joists. Web stiffeners required if sides of hanger do not laterally support at leest ~" of T~T~ joist top flange Hanger height must be a minimum of 60% ofJolst deplh BEAM and COLUMN DETAILS BEARING AT WALL Column Filler block: Nall with ten ~ ndls, clinched. Use ten 16d (3~") box nails from each side with 3~" T$~~ joist flange widths. Use fifteen nails with TJte Backer block: Install joist depths greater than ~longe 16". ~ (tight to bottom flange ] //~ ~ with face mount / ~hangers). Attach w~tk ~J~--~,~ ten lOd (3") box flails, ~ clinched when possible. ~ ~ ~Backer block ~ - ~th sides of web with single ~ TJr~ ~oists BEARING FOR DOOR OR WINDOW HEADER 5trap per code if top plate is not continuous blocking panels less than ~Lgmr long. Do not cut flanges. Attach T~TZ~ joist' reinforcement to joist web with 3 rows 1Od (3") common nails at 6'" afl-center, clinched. Use g rows with 9~" amd 11~" Not for use with 3~ " TJl® Joist flange widtlls BEARING AT CONCRETE WALL Protect wood from direct contact with concrete BEARING AT COLUMN Verify Parallame PSL or TimberStrand· LSL column capacity and beam bearing length. Trus ~Toist literature, BEAM TO BEAM CONNECTIO~ Top flange banger mount hanger [~ See current Trus Joist literaturefor framing connectors CONNECTION OF MULTIPLE PIECES OF TOP-LOADED BEAMS ta/~'' Width Pieces; · Minimum of 2 rows 12d (3~") nails et 12" o.c. · Minimum of 3 rows 12d (3Y4") ndrs at 12" o.c. for above {minimum 0.128" x 3") ~ :~ 3~2" Width eieces~: ~ / · Minimum of 2 rows ~" bolts at ~: / ELEVATED BEAM ON COLUMN BASE COLUMN BASE COLUMN CAP ~?q Optional FASTENING OF SHEATHING INSTALLATION TIPS · Subfloo? adhesive will Improve floor per~rmance, bu[ may not be requlrod. Load bearing or shs~r wall above (must stock over wall below) Blocking panel - 2x4 minimum ®$ Flush bearing plate . overhang permitted at beam. ®® with one 8d (g~") common EXTERIOR DECK ATTACHMENT Structural ex,clear Flashin Allowable load is 325 lbs (A$D) and 515 lbs (LSD) ~r~" dbmeter lag bolt one side et both sides et E6 INTERMEDIATE BEARING NO LOAD BEARING WALL ABOVE Web stiffeners required each side at B3W Blocking pesel~ may be requi~ed with shear wails above or below-see detail B1 Nail Trus Zoist rim bogrd to blocking with connections equivalent schedule Attach rdnforcement to joist top and bottom flanges with one 8d Blocking panel between each connections nguivdent to decking schedule. reinforcement on one side at E7, both sides at EB Apply subfloor Option #1: contact suffaces..~ /~[ end blocks installed at ,~ ~ ~ /~/~( Iocotioesusing ~ ~ '~ ~ ~ ~ ~ sfrappingi~tdleda?~ ~ ~ ~ jolt s~n locations using r ~ ~ two ~" screws per joist directly applied ceiling Load from above squash blocks Use 2x4 minimumsquash blocks to transfer ladd fromeboveto bearing plate below Nail through 2x_, woad b~cker and T~T~e joist web with 2 rows lOd {3") common nails at 6" Blocking on-center, clinched. Use 16d (3~") n~ils with 3~" T,l~e joist fl~nge widths. d backer WEB STIFFENER ATTACHMENT Three 8d (B,~") box nails, clinched :3~") box nails ~t 3 joist flange widths) See sizes bdow. W WEB STIFFENER 5IZl ~,u~,,~" x 2~" minimum 1~" ~" x 2~6" minimum 2~6" 1" X 2~6" minimum 3Y~" 2x4 Tightfit .~ Ml~olrar~ LVL Typical . . SJlelltl aer. System Use B1 or B2 at intermediate bearings with load hearing wail from above Deck Ledger 5ce ALLOWABLE HOLE5 This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. ALLOWABLE HOLES - TJI® Joists Minimum Distance from Inside Face of Any Support Ia Nearest Edge of Hole For other load conditions or hula configurations not Included In this labia, refer to Ti-Beam= software or contact your Trus Joist representmlve, ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE JOIST )£pTH TJlalProm ALLOWABLE HOLES - Beams and Headers ROUND HOLE CHART TJI® JOIST ATTACHMENT AT BEARING BEAM ATTACHMENT AT BEARING HANGER BACKER BLOCK SIZES DOUBLE Tile JOIST FILLER SIZES WARNING  Joists are unstable until braced laterally Bracing Includes: to walk an joists until braced. WARNING NOTES: DO NOT stack building materials on unsheathed Joists. Lack of proper bracing during construcgon can result In serious accidents. Under normal condglons If the following guidelines are observed, accldente will be avoided. 1. InStall all blccklng, hangers, nrn boards and rim Joists at Tile Joist end suppons. 2. Establish a permanent deck (sheathing), nailed to the mst 4 ~et uf joists at me end of the bay or braced end wall, 3. Sa[ely strut lines of lx4 (rninlmum) must be nailed to a braced end wall or sheathed area. 4. Shoaling must be properly nailed [o eauh TJI= joist before ~ddlMonal loads r~n be placed on Ihe system. 5. Ends of cantilevers require strut lines on both the top and boMom flanges. 6. TJI~ joist Sansas must remain straight wlmln a [olerance of Y~" ~om ~ue alignment. COPYRIGHT AXELROD & CHER~NY ARGHI~CT0 2006 DRAWN BY: ACO CHECKED BY: SHEET NUMBER AXELROD & CHERVENY ARCHITECTS, 66 HARNED ROAD, COMMACK, NEW YORK R 301,2,E1 REFERENCE STANDARD W.F.C.M. 1995 HIgH WIND EDITION Wind design criterra: the structure, structural connectors & framing system have been designed to resist horizontal loads associated with 120 mph wind loads for exposure B. See wall details for nailing and connectors, load) TABLE RDOI.2(I) OLIMATIC ANN) GEOGRAPHICAL [PESI~N CRITERIA ~ROUND ~lind SEISMIC SUBJECT TO DAh4A®E FR¢~ HINTER ICE SHIELO FLOOD LOAO 5PEE~ (mph) OAT~O~ ~EATHERIN~ ~EPT~ TE~MIT~ ~EOA~ TEMPf ~E~UIREP I10 MPH 96" MOOE~ATB SLIGHT TC 5ER 5EOTION AR~ME 5¢e Noo~not:~ CEb,C Pot LTnE~I In~t:~ll~tgon r~ uTrSm~nNs. NAILING SCHEDULE (TABLE 5.1-AF & PA) 1995 EDISON JOINT DESCNrP1]ON R0a¢ FRAMING (FOR R0a¢ 1RUSS NAJUNG-SEE DETAIL "l" ABOVEI Rafter to Top Plate (Toe Nailed) Ceiling Joist to Top Plate (Toe Nailed) Ceiling Joist to Parallel Rafter (Face Nailed) Ceiling Joist laps over Partitions (Face Nailed) Caller Ties to Rafter (Face Nailed) I # OF OONMOR NAILS I ~ 0¢ BOX NAIL5 J N~JL SPAG/Ng WALL BANING Top Plate to Top Plate (Face Nailed) Top Plates at intersections (Face Nailed) Stud to Stud (Face Nailed) Header to Header (Face NaNed) Top or Bottom Plate to Stud (End Nailed) 3 - 8d 3 - l Od 3 - 8d 3 - l Od 3 - 16d 6 - 40d 3 - 16d 6 40d 3 - 8d 2 1Od 2 - 16d (1) 4 - 16d 2 - 16d 1 Bd 2 - 16d Per Rafter Per JoTst Each Lap Each Lap Per Tie 2 - 16d 5 - 16d 2 - 16d 16d 2 - O) Per Foot Joints Each Side 24" O.C. 16" O.C. Along Edges Per Stud ROOF SHEATHING I I IS" Edge / 12" Field (Iht' ~ Per') Structural Panels 8d 1Od 4" O,C. @ GABLE RAKE O.H. CEIUNG SHEAINING Gypsum Wal[board I 5d Coolers I 5d Coolers J T' Edge / 10" Field WALL SHEAIHIN6 Fiberboard Panels 7/16" 6d (3) 3" Edge / 6" Field 25/32" 8d (3) 3" Edge / 6" Field Gypsum Wallboard 5d Coolers 5d Coolers 7" Edge / 10" Field NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING I$ NAILED B INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBER SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR pLJ~TES, SHALL BE USED TO MAINTAIN THE LOAD PATH· CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. NOT~=D: THE MEE, HANLCAL 5¥STEM 5HALL BE INSTALLED IN AOCOF~.DANCE ~IITH PRE-PA~ (FACTORY MANUP.) FIRBpLAQE TO iNSTALLED A~ PBR MANUF. INSTA~ ATION INS~UGTION5 AND R-lO04, R-[¢~2 (MANUF, FLUE). P~OVIPE INSTALLATION MANUAL TC ~L E~ED ~T ~R PIFIN~ TO BE IN~D HITH HIN INFLATION. ~L ~P~ HEATI~ ~ TO B~ IN.L, A5 ~R SECTION ONE OAm~ON ~ONOXlOE ALARH IN N~ ONE ANO T~O-FAHILY TABLE ~.4 FP~AME 5PAOIN~ (INGHES) 24 (FEET) 24 24 Iq RIIP~E TENSION 5TRAP CONNEOTION RE~UIF~EMENT5 DRAWB BY: ACD (~ CHECKED BY: GC ~ JOB NUMBER 06 65 SHEET NUMBER RIDSE STW,.Af:::' DETAIL \ \ ATTIC., 2ND FLOOR, ~OOP. TO FLOOt~_ TIE~ IST FLOO'R. ,, FOUNDATION ,gPJ~ pLAN EXTERIOR. ®AW...A®~5 HALL W, ID®E STR, AF' DETAIL ® [CONC;RJET~= SLAB) / / / / / ~LUf,4N POST TOP ANC, HO~, ~LUf, dN POST BOTTOIvl ANC,.HOR, 5~XTERIOR FOUNDATION HALL (~)~,PENDIC.,ULA~.~ TO JOISTS) T"r'F:'IC.,AL HOLDO.HN DETAIL HOLDO.HN DETAIL AT UPPER 5TORY DHEAt~, I@IALL TO ¢IRDIER BELOIN CONNECTION FOP. SI~T E~A~,kC INALL5 ,CF( 4x f::'O~CH t~,OO~: - ~p NAIL ¢ ¢2" o/c~ AT ALL PANEL J~ NAIL ¢/~ I~/~-" ~D CORNER P4ALL FF~Ah'II N® (~N.T.5. EXTE~IO~ /dALL HEA~ER CONNECTION PADTEN DHEATHIN~, TO HEADER., PLATED, bV Do DOX NAILD , ,II O/C, EAE, H PtAy :AD.NED TOP PLATE TO HEADER 'MO ~0~5 OF r&D 51N~R NAIL5 ~ DI' O/O ~LOCKIN~ AT PANEL EPEE5 ~ ~A~O~ ~oo~ OP~NrHC T'r'F'ICAL 5AP-.ASE PORTAL L ~9HEN NOT ALigNED /'~ITH WAFTER, CONNECT KIN~ 9TUD5 TO TOP PLATE ;N~.AP I-I/4" 20 ~A. ~AL%.'. COIL 5TRAP OVE~ TOP O~ TOP PLATE AND STP-.,APPI N® IPETAIL FO~-, P~AMF: CONNECTIONS N.T.5. DRAWN BY: 3HECKED BY: GC DATE: 4-21-0~ (PERSCR P T VE COPYRIGHT AXELROD & CHERVENY ARCHIIECTS 2007 JOB NUMBER 06~65 SHEET NUMBER I I I I Ff~ONT ELEVATI ON 11'4"= I'-0'~ STEP FOOTIN~ DETAIL I/2" = I'-0" I I i I oo~'N TO ~ EXlSTINO FOOTING OYPICAL) -- I¢" HIN, LENGTH I-3 RImE VENT (T~) 4" ~lNgO~l ~ mlH ('r'cP) ~ 12 F LIEEOF LEFT SII:::7'E ELEVATION 1/4" = I'-0" VENTS LINE OF 1ST ~ICHT S I/4" = I'-0" F II:::>E ELEVATION LINE OF EXISTIND LINE 1ST FLR ST~S TO e~oE. P~,ov~gE HANOP~AILG BOTH 51OE5, ELEVATION COPYRIOHT AXELROD & CHERVENY ARCHI1ECTS 200 )RAWN BY: 3HECKED BY: ~EV No, DATE' 10-144)7 0G~65 lo, 3 I I I I NEI~I cSRAI,NL ~PAGE ~REA "A" r--n I J LO~ HOOD FLU5H DAP. ALLAH AREA "B" 2" P.G, 5LAB ON FOUNDATION PLAN 6RA,dL 5PACE AREA / FLOOR JOIDTS, 1__2 EXIST. BASEMENT NOTE H: ~i~,ILL INTO EXIDTING FOUNDATION HALL 12" F~Oi'4 TOP' ~ ~OTTOM OF Nt~W WALL ~ 5~T ~5 ~0I~5 INTO D~.ILLIED HOLIES ¢ 51EGt)~E WITH EPOXY. ~0~ TO ~=XTSN~ INTO N~W HALL ~l' (TYPIGAL ALL NEW HALL GONN~GTION~) NE, q 2x [0 F J- TOP TO BE FLUSH NEH FJ TO N, EST ON EXISTINC= t DXISTIN~ (2) FJ ~ I?ETAIL FT. REQUIRED (~ GQ. FT. PROVIDED) 6RAHL 5PACE AREA: 405 5G. FT. 150 5dL FT. 6RAHL 5PACE AREA "D" CRAWL 5PAGE AREA: ~5 5<2. FT. DO 5G. FT. - 0.8 5G. FT. REi2UIRED (2 5G. FT. PROVIDED) E,/4"= I'-0" PLANKIN~ · ETAIL 11,2"= ILO'' ALL BEE, F. LUi~BER TO BE (2) 2x I0 AC~ LOPI I~OOD 6OR eR,~E (TCPIE,AL) ~RKFST ROON PAP. ALLAH HPR J PANT -- pO~T~ To D'ININ~ ROOM FOYER ¢2) 2x IO HPR r ii ADDITIONAL LI'v'IN~ AREA: 4,~D 5G. FT. TOTAL LI"ClN® AREA: 2&24 B~. FT. 12 RIO~E VENT fi~P) IAIALL I EXISTIN~ FOUNDATION !AIALL LAUN RO0~ BEI~RM #2 II'T/¢ TJI (25:2)JOIST I& O, 1 I I__ EXIST. BASEMENT l,rP. I'I.ITC, N ~ I::~'~I'All- ____&EGTI ON N.T.5. ~ ~ I/4" = I'-O" BY: CHECKED BY: GO DATE: DATE' SHEET NUMBER ROOF PLAN HATF~H~P A~ INI~.ATE5 AREA df= ONE RC,¢f= DULLY C/DP-, ANOTHER L~R ROOF T# ~ BUILT FIRST (~) INDIGATF~ 5:F4~R ,¢f= RC6:f=5 TO ~ ~UILT fflR~T 2xlO HIP RAPTER ~-~0) BATr5 DININ~ ~.OOM Pot~c,H EXISTI~ PIALL TO DE REMOVED LIVIN¢ NEIN C.,RAHI- 5LAB EXISTIN5 PJ TO P4~MAIN ~IALL5 TO REMAIN EXIST. BASEMENT (~ SECTION 114" = I'-0" NOTE: 5iN®Lt= STATION 51viO~t= DETEC, TO~,~ TO OONPO~ TO OODE SECTION ~0~.2.10.2 AND ~O~.2.10.D FO~ PO~E~ 50URGE AND INTE~OONNEOTION. FI~E-STOP ALL OHIHNE~ OHA&E5 A& PE~ BUIL~IN~ OODE 5EOTION 11~.2.1 2x 45~K5- lb" 0,6. TOP FLUSH I~ITH EXISTINg, COAT 1LO'' HD, HT, 1'-0" HI2. HT. 2x 8 LIN 2x I0 HOE 8 HJGH GJ I&"OO BI=OpM (2) 2x I0 EGUAL HICL k4ALK-IN .INEN :'-o" BAL~,ON¥ UPPID~, -~ ~ ~AL CL~ PAP. ALLAH HPR-- (2) ,2x ~, 3-1/2"X q-I/2'~ FARALLAH HDR ID'-O" BATH ® J-AUN SECOND FLOOR PLAN IAIALL LEI::)®END FUTURE FINISH 1/4" = I'-0" LIVING A~,EA: 1554 SQ. FT. ¥ LIVIN¢ l~OOM 4~ © FLOOR PLAN PO~.C.,H O0~65 ADDITIONAL GENERAL NOTES: THE WORK UNDER THIS CONTRACT SHALL CONSIST OF ALL LABOR, INSTALLATION, MATERIALS AND EQUIPMENT REQUIRED AND NECESSARY TO PERFORM ALL WORK AS SHOWN ON THE DRAWINGS SPECIFIED HEREIN AND AS REQUIRED BY CONDITIONS AT THE SITE: 1. NOTIFY ALL CORPORATIONS, ADJACENT PROPERTY OWNERS, UTILITY COMPANIES AND/OR LOCAL AUTHORITIES OWNING CONDUIT, WIRES, PIPES OR OTHER UTILITIES RUNNING TO OR ON THE PROPERTY OR IN THE AREAS AFFECTED BY THIS CONSTRUCTION AND / OR OTHERWISE REQUIRED BY THE TOWN OR LOCAL AGENCIES HAVING JURISDICTION. CAP ALL ABANDONED UTILITY LINES IN ACCORDANCE WiTH THE INSTRUCTIONS FROM UTILITY COMPANIES OR LOCAL AUTHORITIES HAVING JURISDIC~ON. 2. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING ALL SITE AND SAFETY PROTECTION (FENCING, BARRIERS, ETC.) DURING CONSTRUCTION IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES (OSHA, ETC.) TO PROVIDE FOR THE SAFETY OF THE PUBLIC AND THE PROTECTION OF THE SITE ANB BUILDING. 5. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND EACH OF HIS SUBCONTRACTORS, TO VISIT THE SITE PRIOR TO SUBMISSION OF HiS BID TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. NO ADDITIONAL ALLOWANCES, OR EXTRA CHARGES, WILL BE PERMITTED BECAUSE OF HIS FAILURE TO PERFORM THE AFOREMENTIONED SITE VISIT. 4. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. 5. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS CONFIRMED BY FIELD CONDITIONS TAKE PRECEDENCE. IF DISCREPANCY ARISES BASED ON FIELD CONDITIONS CONSULT WITH ARDHITECT'S OFFICE BEFORE PROCEEDING NTH WORK OR ORDERING MATERIALS, 6. ANY ITEM OF WORK NECESSARY FOR PROPER COMPLETION OF CONSTRUCTION, WHICH IS NOT SPECIFICALLY COVERED ON THE DRAWINGS OR IN THE SPECIFICATIONS, SHALL BE CONSIDERED INCLUDED IN THIS WORK AND SHALL BE PERFORMED IN A MANNER DEEMED GOOD PRACTICE OF THE TRADE INVOLVED. 7. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ANY EXISTING BRYWELLS, CESSPOOLS, SEPTIC TANKS AND UTILITIES, UNDERGROUND PIPING OR STRUCTURES THAT MAY INTERFERE WITH NEW WORK OR DEMOLITION AND TO PROTECT SAME FROM ANY DAMAGE. THE REPAIR OF ANY DAMAGE DUE TO NEW CONSTRUCTION OR DEMOLITION IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DEMOLITION, EXCAVATION, CARTING, REFUSE AND THE LEGAL DISPOSAL OF SAME AS REQUIRED TO ALLOW FOR NEW CONSTRUCTION AND REMOVAL OF ALL DEBRIS FROM THE SITE. 9. DISPOSE OF ALL (IF ANY) HAZARDOUS MATERIAL OR ASBESTOS IN AN APPROVED MANNER AS REQUIRED BY FEDERAL, STATE AND LOCAL AGENCIES (INCLUDING THE EPA). 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY ITEM OF EXISTING CONSTRUCqON THAT IS TO REMAIN OR THAT IS DAMAGED DURING NEW CONSTRUCTION, 11. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OR THE WORK OF THE GENERAL CONTRACTOR, OWNER OR ANY OTHER SUBCONTRACTORS NOR SHALL HE GUARANTEE THEIR PERFORMANCE. 12. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY CHANGES TO THIS PROJECT MADE BY OWNER, GENERAL CONTRACTOR OR ANY SUBCONTRACTOR OR MATERIAL SUPPLIER UNLESS PROPERLY AUTHORLZED, iN WRITING, BY THE ARCHITECT. lB, THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCqON MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK SINCE THESE ARE SOLELY THE GENERAL CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE GENERAL CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF ACTS OR OMISSIONS OF THE GENERAL CONTRACTOR, SUBCONTRACTORS OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. 14. THE GENERAL CONTRACTOR SHALL PROVIDE FOR ALL PROPER BRACING, SHEETPILING, SHORING, DE-WATERING, ETD,, AND THE PROTECTION AND SUPPORT OF THE EXISTING AND ADJACENT STRUCTURES AND TREES THAT ARE TO REMAIN. PROVIDE FOR ALL UNDERPINNING AS REQUIRED DUE TO FIELD AND PROJECT CONDITIONS, 15. THE GENERAL CONTRACTOR SHALL CONFIRM AND VERIFY EXISTING BEARING CONDITIONS BEFORE PROCEEDING WITH THE WORK. 16, THE ENTIRE WORK SHALL BE ACCURATELY FRAMED PLUMB, LEVEL AND TRUE, WELL SPIKED AND NAILED AND ANCHORED TOGETHER TO FORM A RIGID STRUCTURE AND TO INSURE EVEN SETTLEMENT AND SHRINKAGE THROUGHOUT. 17. ANY DAMAOE TO ANY EXISTING PAVEMENTS (INCLUDING PUBLIC STREETS) OR STRUCTURES TO REMAIN MUST BE REPAIRED TO THEIR ORIGINAL CONDITION OR REPLACED BY THE GENERAL CONTRACTOR AT NO EXTRA COST TO THE OWNER. 18. ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR INSTRUCTIONS. 19. RESECURE AND PROPERLY SUPPORT ALL EXISTING FRAMING AND ALL OTHER CONSTRUCTION THAT MAY BE AFFECTED BY NEW CONSTRUCTION. 20. REMOVE AND REPLACE ANY AND ALL DAMAGED, ROTTED OR OTHERWISE UNSOUND FRAMING. REPLACEMENT FRAMING MUST BE OF PROPER SIZE AND BEARING TO SUPPORT ANY AND ALL LOADS IMPOSED, 21, PATCH ALL FLOOR, WALL AND CEILING AREAS AFFECTED BY NEW CONSTRUCTION FLUSH TO MATCH EXISTING UNLESS NOTED OTHERWISE INCLUDING REPLACEMENT AND REPAIR OF ALL TRIM, FINISHES, ETC. 22. BRACE ALL FOUNDATION WALLS AS REQUIRED PRIOR TO BACKFILLING. 25. dOIST HANGERS, HOLD DOWN CLIPS, ETC. SHALL BE SIMPSON STRONG-TIE CO., INC., OR APPROVED EQUAL (SECURED WITH ANNULAR NAILS, ETC, AS PER MANUFACTURER'S SPECIFICATIONS) FOR ALL FLUSH STRUCTURAL CONNECTIONS. PROVIDE SADDLE-TYPE, HEAVY DUTY BEAM HANGERS AS REQUIRED, ALL EXTERIOR CONNECTORS, FASTENERS, ETC. SHALL BE STAINLESS STEEL. PROVIDE WELDED STEEL CONNECTIONS FOR ALL FRAMING HANGERS, ETC. AT STEEL BEAMS, COLUMNS, ETC. 24, ALL WOOD FRAMING SHALL BE CONSTRUCTED AND INSTALLED AS PER "NATIONAL DESIGN STANDARDS FOR WOOD CONSTRUCTION", LATEST EDITION. 25. ALL STRUCTURAL WOOD FRAMING, UNLESS OTHERWISE NOTED, SHALL BE MINIMUM HEM FIR NO, 2 OR BETTER WITH BASE DESIGN MINIMUM Fb 850 PSI; Fv = 75 PSh Fc (PERP) = 1,250 PSI; E = 1,500,000 PSI (SEE PLANS FOR ADDITIONAL NOTES AND REQUIREMENTS), 26. ALL LUMBER SHALL BE PROPERLY SEASONED AND SHALL BE NEW UNLESS OTHERWISE APPROVED BY THE ARCHITECT, ALL LUMBER SHALL BE FREE FROM KNOTS, SHAKES, ROT, FUNGUS, OR OTHER DEFECTS, 27. ALL NEW ROOF dOISTS, HEADERS AND TRIMMERS AND OTHER HORIZONTAL WOOD MEMBERS SHALL BE SET WITH THE CROWN EDGE UPWARD. 28. ALL WOOD BEAMS BEARING ON MASONRY SHALL HAVE A MINIMUM BEARING OF 4" AND SHALL BE PROVIDED WITH METAL SHIELDS. 29. ALL WOOD BEAMS BEARING ON SfEEL SHALL HAVE A MINIMUM SEARING OF 2". 30. DOUBLE ALL FRAMING AROUND ALL OPENINGS UNLESS 01~ERWlSE NOTED, 51. PROVIDE AND INSTALL ALL FIRE STOPPING, CATS, BLOCKING, ETD, AT EXTERIOR WALLS AND BEARING WALLS AND AS REQUIRED BY CODE AND/OR JOB CONDITIONS AND IN ACCORDANCE W~TH STANDARD ACCEPTABLE PRACTICE. 52, ALL NEW WINDOW AND DOOR OPENINGS SHALL HAVE STUDS TRIPLED ON JAMBS, THE INNER TWO STUDS SHALL SE CUT TO RECEIVE THE LINTEL OR HEADER OVER THE OPENING AND SHALL EXTEND IN ONE PIECE FROM LINTEL OR HEADER TO BEARING BELOW, THE OUTER SI1JD SHALL RUN IN ONE PIECE FROM SILL TO TOP PLA IZS. 35. NO STUD SHALL BE CUT TO RECEIVE PIPING LARGER THAN 1-1/2" IN DIAMETER. IF THE RUNNING OF PIPES REQUIRES THE CUTTING OF PLATES, PROPER PROVISION SHALL BE MADE FOR TYING TOGETHER AND SUPPORTING ALL STRUCTURAL MEMBERS AFFECTED BY SUCH CUTTING. 54. ALL JOISTS SHALL BE CROSSBRIDGED WITH SOLID BRIDGING AND/OR 5/4" x 3" BRfDGING AS INDICATEO AT MID-SPAN OR INTERVALS NOT TO EXCEED 8'-0" O.C. AND SECURELY NAILED AT EACH END. BRIDGING SHALL NOT BE NAILED UNTIL AFTER PARTITIONS ARE IN PLACE. PROVIDE SOLID BRIDGING BETWEEN JOISTS OVER GIRDERS AND PLATES OF BEARING PARtiTIONS. METAL BRIDGING STRAPS MAY BE SUBSTITUTED AND INSTALLED ACCORBINOLY. 35. PROVIDE NEW WOOD HEADERS MINIMUM (2) 2"x8" AT INTERIOR WALLS (NON-BEARING) AND (2) 2"x12" AT EXTERIOR AND INTERIOR BEARING WALLS WITH SOLID BEARING STUD SUPPORTS AT ALL NEW WINDOWS, DOORS, AND OPENINGS AS MAY BE REQUIRED BY EXISTING CONDITIONS AND NEW CONSTRUCTION UNLESS OTHERWISE SHOWN OR NOTED. 56. PROVIDE NEW FULL THICK INSULATION IN ACCORDANCE WITH NEW YORK STATE ENERGY CONSERVATION CODE REQUIREMENTS AT ALL EXISTING EXTERIOR WALLS AND ROOF ENVELOPE AREAS EXPOSED DURING NEW CONSTRUCTION. 37, ALL PLYWOOD SHEATHING SHALL BE EXTERIOR GRADE C-D EXTERIOR, TYPE 1 EXPOSURE, APA STRUCTURAL (GRADE STAMPED) UNLESS OTHERWISE INDICATED. EXPOSED PLYWOOD SOFFITS SHALL BE A-C GRADE EXTERIOR, TYPE 1, 58, PROVIDE METAL DRIP FLASH[NO OVER ALL WINDOWS AND BOORS AS REQUIRED. 39. PROVIDE AND INSTALL 1/2" GYPSUM BOARD (MINIMUM), (TYPE "X" AS NOTED), TYPICAL ALL WALLS AND CEILINGS, UNLESS OTHERWISE NOTED. ALL GYPSUM BOARD SHALL BE TAPED AND SPACKLED (B COATS), 40, THE GENERAL CONTRACTOR ANB ALL SUBCONTRACTORS SHALL BE RESPONSIBLE TO REVIEW AND COMPLY WITH ANY AND ALL SECTIONS OF THE RESIDENTIAL, ELECTRICAL, PLUMBLNG, ETC. CODES OF THE STATE OF NEW YORK, LATEST EDITION, THE MOST RESTRICTIVE REQUIREMENTS SHALL GOVERN. 41. THE GENERAL CONTRACTOR IS TO PROVIDE AND ALLOW FOR NEW FLOOR FINISHES THROUGHOUT. - COORDINATE W~TH OWNER. 42. PROVIDE FOR ALL NEW PLUMBING, PIPING AND/OR REPIPINQ AND EQUIPMENT AS MAY BE REQUIRED. 45. THE CONTRACTOR MUST ALLOW AND PROVIDE FOR ALL NEW AND EXISTING PIPING (GAS, WATER, ETC.) AS MAY BE REQUIRED. 44. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA FREE FROM ACCUMULATION OF ALL WASTE MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS. AT THE COMPLETION HE SHALL REMOVE BIS WASTE MATERIAL AND RUBBISH FROM THE PREMIISES ANB SITE AS WELL AS ALL HIS TOOLS, CONSTRUCTION EQUIPMENT AND SURPLUS MATER~IALS AND SHALL CLEAN ALL GLASS SURFACES AND LEAVE THE WORK "BROOM CLEAN". 45. THE GENERAL CON.ACTOR SHALL PEEP TO A MINIMUM ANY INTERRUPTION iN SERVICES TO THE EXISTING BUILDING. COORDINATE IN ADVANCE, ANY REQUIRED INTERRUPTION WITH THE OWNER. 4,1 Z PLUMBING RISER DIAGRAM SCALB: N.T.S. ql°4q'OO"E PLOT PLAN NTB F--.NOLLI,'NOO]:? LANE \0¢ .00' ALT= bp= ,OAP. D E-D= OP-ILINO ~AM g.LO= g.EILINO g.OL= g.~;A-UMN DP= DR= DOOR EX= EXISTIN~ ~XT= EXTERIOR I=AI= N~,~OH ALP-. INLET FNP= FOUNPATI~q PT= FOG- OR ~EET PT~= VO6~IN~ ~L= ~A~ ~PF~= ~IR~ER H~= INT= [N~IO~ ~IN= ~INI~U~ #= POUND OR NUMPER OM= ¢V~RHAN~ Pg.= PULL g.lflAIN PL= PLATE P-.R= ROOf= RAFTER 50: ~HEETP-Z2g.K dTCENIN~ TFJ'vlP= TEMPEP-.EP TOD= TOP Cf= 51_A~ ~ 5UbPLOOP-IN¢ T O.WL= T~;P ~2= WALL TYP= 7~'(P'IE-AL w/= WBqd w/o= WV= WOOD WL---- WAll WWM= W~VEN WIRE MIN. NOTE, PIPE ALL LEA~EP.O I21REGTLY TO DP.¥1.1ELL p. oOr'(p Iq"l'~ 5~. I=T~<2B_ RAIN= 444.'15 OU. VT, (I) LO' OlA.x B-8:' ,HIGH SOLLI? INALL DONE= 108,'1 CU. FT. (2) IO' DIA.x ~'-O' 5OLID ~IALL RINds= 410.~ ~'U. PT. TOTAL 51~ GU. PT. I00.00' 00.00 4~fRAWN BY: CHECKED BY: tEV No. DATE: JOB NUMBER 06;36,5 SHEET NUMBER 3Ao, 3 COPYRIGHT AXELROD & CHERVENY ARCHITECTS 200[ JOIST DETAILS Blocking Web stiffeners required each aid®et E1W 8" diameter maximum hole for 11~" - 20" Joists; 6" diameter ~" joists or for blocking panels less than t2" long. Do not cut flanges. Frus Joist rim board closure Web stiffeners required if sides of hanger do not laterally support at least ~" of T,TI® ~olst top flange Hanger height must be a mfolmum of 60% of jotet depth BEAM and COLUMN DETAILS BEARING AT WALL True ~Toist rim board or blocking for lateral Column BEARING AT CONCRETE WALL Protect wood from direct contact with concrete Must have l~" minimum Joist beaHng at ends 4'-0"length of ~"reinforcement on on®aid®atE2, both sid~at E3 True ,Toist rim board ~" joists or for blocking panels less than 12" long. bo not cut flanges. Attach reinforcement te joist top and bottom flanges with 8d (g~") common nails center. When reinforcing both sides, stagger nails to avoid splitting. Filler block; Nail with ten 10d (3") box nails, clinched. Use ten 16d (3~") box nails from each side with 3~" Td~e joist flange widths. Use fifteen nails with T,TIe Backer block: IestelJ joist depths greater than tight to top flange [6". ~ (tight to baltom flange / ////t ~ith face mount ~/~ tan ~0d (3") box nails, ~cllnched when possible. ~ ~ ~Backsr block ~ both sid~ of web with single ~ T~~ ~oists BEARING FOR DOOR OR WINDOW HEADER 5trap per code if top plate is not continuous BEARING AT COLUMN Verify Parallele PSL or TimberS,rande LSL column capact~' end beam bearing length, True Joist literature. BEAM ON COLUMN BASE COLUMN CAP FASTENING OF SHEATHING For information on lateral load capacities, refer to current Tres Joist rim board fit®refute. Must have 1~ " minimum Joist bearing at ends Load bearing or shear wall above (must stack over wall below) glockingponel Web stiffeners required each side at B]W end ~W 6'-0" length of joist reinforcement and filler block. Use 4'-0" length with and 11~" TJIe joists. 11~" - 16" joists; 6" diameter blocking panels [ess than 12" bna. bo not cut flanqes. Attach TJIe joist jo rows with gY~" and H~" T,T:e joists. Not for use with 3~/~" TJle Jolst flange widths Attach reinforcement to joist top and bottom flanges with one Bd (2~z") common one side at ES, both sides et E6 Flush bearing plate permitted at beam, EXTERIOR DECKA~rACHMENT 5,ructur~lexterior Fleshi~ ledger ~" diameter leg bolt True Joist rim board Allowable load is 325 lbs (ASh) and lbs (LSb) per ~" diameter Jag bait BEAM TO BEAM CONNECTION Top flange hanger CONNECTION OF MULTIPLE PIECES OF TOP-LOADED BEAMS 1~"' Width Pieces: · Minimum of Z rows 12d (3~") nails at Z2" a.a. · Minimum of 3 rows 12d (3~") nails et I2" o.c. for ~4" and deeper beams · Nailed connections require an additional row of nails when nell size is smaller than specified ~ above (minimum O.lgS" x 3"> //./</ :~ eMinimumafZrows~"bolts~t ~: ~ Additional naging or bolling may ae ~qul~d with sld~loaded multiple member ELEVATED COLUMN BASE gOptional non-shrink rout INSTALLATION TIPS · Subfloor adhesive will Impreve floor performance, but may not be required, · When jo)sis are doubled at non-load beadng parallel Typical . SJlenlRoor. System Load from above squash bloc~ INTERMEDIATE BEARING NO LOAD BEARING WALL ABOVE Web stiffeners required each side at B3W Blocking panel~ may be required wi,fl shear wails above or below-sec detail 81 A,tach reinforcement to joist top and bottom flanges with one 8d board,o blocking wi,h to decking schedule Blocking panel between each joist. Nail to top plate with connections equivalent to decking schedule. reinforcement on one side a, E7, bo,h sides at EB Apply subfloor adheslvetaah contactsurfaces b~cker end brocks installed at ~ joist span locations using two gd (g~") ~,, box nails, Iypical 1W L ax_ strapping installed ~t ~3 joist span locations ®sing two ~,i" screws po, di~tly ~pplied calling When specified on the layout, - one or mom of the three bracing opfions shown must be lnsteged Use BJ or B2 at Intermediate bearings with load bearing wall from above 5~e ALLOWASLE HOLES Use 2x4 minimum squash blocks to transfer load from above to bearing plate below Nell through 2x_, wood backer end T~'Ie joist web with 2 rows lOd (3") common nails at 6" Blocking on-center, clinched. Use 16d (3~") nails with 3~" T~e joist flange widths. WEB STIFFENER AITACHMENT Three Bd (g~") box nails, clinched (Three 16d (3~") box nails at 3 l~,, T~Ti® ~olst flange widths) See size~ below. / Deck Ledger Attachment W NEB STIFFENER SIZE ~" ~" x 2~" minimum ~" ~" x 2~" minimum 2~" 1" x B~e" minimum 3~" 2X4 LIJ n~a.n;:ffermance ~r ~:nMgl:rollam® LVL ALLOWABLE HOLES - TJI® Joists Minimum Distance from Inside Face of Any Suppo~ to Nearest Edge of Hole ROUND HOLE SIZE ALLOWABLE HOLES - Beams and Headers ROUND HOLE CHART ofb~m ~,, · For unlfon~ly loaded beams only, · Rectangular holes are not allowed, g Holes In canUlevera require additional analysis, HANGER BACKER BLOCK SIZES · TJl®/ProTM IgOTS, Iml and 250Jols~s:~" (~2" mln. length} · TJle/Pm~ 130 and 350joists: 1" net 02" lin lengfll) · TJlelProTM 550 Joists: 2Y~ (12" min. length) DOUBLE TJI® JOIST FILLER SIZES · T Jla/Prom 150 joleb~: 1~" net (24" mln, length) · TJI®/pm~' 10CFI'S and 2§0 Joists: 2x_ (24" min. length) · TJ~/Prom 130 and 350 Joists: 2x_ + ~" sheathing (24" min. length) · TJl®/ProTM 550 jails: Two 2x_ (24" min. length) · 18" er 20" T Jla/Pro~ 350 Joists: 2xl 2 +~" shealhing (24" min. length) · 18" or 20" T Jla/ProTM 550 Joists: Two 2x12 (24" min. length} TJI® JOIST ATTACHMENT AT BEARING BEAM ATTACHMENT AT BEARING WARNING  Joists are unstable until braced laterally Bracing Includes: DONOTallowworkers . str~tLine~ · Rim Jol~t to walk on Joists until braced. DO NOT steck building materials on unsheathed joists. WARNING NOTES: Lack of proper bracing during construction can result In serious accidents. Under normal conditions If the following guidelines are observed, accidents will be avoided. This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. COPYRIGHT AXELROD & CHERVENY ARCHITECTS 2006 )RAWN BY: CHECKED BY: OATE: DATE: ~HEET NUMgER