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Home My WebLink About34351-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Buildin9 Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33816 Date: 07/08/09 T~IS CERTIFIES that the building ALTERATION Location of Property: 1025 ALBACORE DR GREENPORT (HOUSE NO.) (STREET) (HAMLET) Co~t¥ Tax ~ap No. 473889 Section 57 Block 1 I~t 14 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 16, 2008 pursuant to which Building Permit No. 34351-Z dated DECEMBER 17, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTER EXISTING SCREENED PORCH TO A SUNROOM ON AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to MICHAEL & CAROLEE LEVISON (OWNER) of the aforesaid building. S~f~)I.~C~DI~%~YDEP~RqT~TOF~qT{APPRO~L~ N/A Rr.RC~rKIC~%L ~TIFIC3%7~NO. 4025644 05/28/09 PLU~4BERS CK4{TIFICATION I~A'r~m N/A Rev. 1/81 BL~G, D~PI. IO~N OF $OUTHOtD AI'I~ Fo~m No. 6 TOWN OFSOlY~'~OLD ~un.D]NG D~I~~ 765-1892 ~ATION FOR C~R'I*I~CAI'~ OF OCCUPAHCY For new bm'lding or mew use: 1. Final survey of property with accurate locaiion of all buildings, propg~ lines, streets, and unusual retinal or topographic fcaturgs. 2. F,~! Approval from Health ~ of wat~ supply and ~-w~agn~lispo~ ($-9 form). 3. Approval of electrical installation fioaa Board of Fh-~ Underwriters. 4. Swom ~t,-a~a~t from plumbea' c~d~n~ that the solder used in system conminn less than 2/I 0 of 1% lead. 5. Commercial building, industrial builai.~ multip~ ~aidmcm and ~mi~.~ buil~ ..a ~ a oeaifica~ of Code CompUancc fi-om architect or en~neer responsible for fl~ buil&in_~ 6. Submit Planning Board Approval of completed site plan ~lui~ma~-~ B: For existing buildings (prior to April 9, 1957) non-conformlng uses, or bm'ldi~gs and "pre-exisfin~ hnd ~: 1. Accurate survey of prope~y showing all prolm~ lin~, sm~s, building anttunuSual natural or topographic features. ~' 2. A pml~dy ~omplete~i application and eom~nt to ~ aign~d by the applicnmt. I~ a.~catc of Oc~.~moy is denied, the Building ~or shall state ~ masons th~e~r in writing to the applicant. C. Fe~s .1. Certificate of Occupancy - New dwelling :fO,5.00, Aaai~ions to dwelling $25.00, Alterations to dw~'l!in~ Swimming pool $25.00, Accessory building $25.00, Additions to acccss6ty building $'25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-~isling Building - $100.00 : ' 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Resid~ial $15.00, Commercial $15.00 New Cous~mction: Location of Property: Old or Pre-existing Building: v/ (cheek one) House No. Street ~uffolk County Tax Map No 1000, S~:.tion ~7 Block Subdivision ~ Filed Map. PcrmitNo. ~'~1 -~ DatcofPcrmit. ]~/17/Oae Applicant: i Lot / ~ Health'Dept. Approval: .Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~9~-~'~ Und~wxiters Apptovah Final Certificate: v'/ (cheek one) Applicant Signature James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. 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 # 0439C Date June 19, 2009 THIS CERTIFIES that the enclosure of the screened-in porch, gutters, leaders and drywells At 1025 Albacore Dr.., Southold Suffolk County Tax Map #57-1-14 Conforms to the application for a Trustees Permit heretofore ~ed in this office dated 10/24/08 pursuant to which Trustees Wetland Permit #701 lA Dated 12/10/08 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 enclosure of the screened-in porch, gutters, leaders and drywells. The certificate is issued to MICHAEL LEVISON owner of the aforesaid property. Authorized Signature BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD Of FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR, MICHEAL LEVISON P.O. BOX 215 1025 ALBACORE DR SOUTHOLD, NY 11971, SOUTHOLD, NY 11971 Located at 1025 ALBACORE DR SOUTHOLD, NY 11971 Application Number: 402ss44 Certificate Number: 402s644 Section: Block: Lot: Building Permit:* 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: First Floor, sun room,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 the28¢h Day of May, 2009. Name QTY Rathe Ratine ~jr~lli~ TYp~ Wiring And Devices Fixture 1 0 Incandescent Outlet I 0 Fixture Outlet 15 0 Gen, Purpose Paddle Fan 2 0 Receptacle 1 0 GFCI Receptacle 12 0 Gen, Purpose Switch 6 0 Gen, Purpose seal 1 of I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall Annex 54375 Main Road P.O. Box 1179 Southaid, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 7011A Date of Receipt of Application: October 24, 2008 Applicant: Michael Lev/son SCTM#: 57-1-14 Project Location: 1025 Albacore Drive, Southold Date of Resolution/Issuance: December 10, 2008 Date of Expiration: December 10, 2010 Reviewed by: David Bergen, Trustee Project Description: To enclose the existing screened-in porch and add a drywell with gutters and leaders. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the $outhold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by James A. Richter, R.A., last dated August 1, 2008, and received on October 24, 2008. Special Conditions: None. Inspections: Final inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the $outhold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. James F King, President Board of Trustees JFK:eac FORM NO. 3 TOWlq 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. 34351 Z Date DECEMBER 17, 2008 Permission is hereby granted to: MICFLAEL LEVISON 1025 ALBACORE DRIVE GREENPORT,NY 11944 for : ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES #701lA at premises located at County Tax Map No. 473889 Section 057 pursuant to application dated DECEMBER Building Inspector to expire on JUNE 1025 ALBACORE DR GREENPORT Block 0001 Lot No. 014 16, 2008 and approved by the 17, 2010. Fee $ 200.00 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY ] RRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ] IN,,SI~LATION [~'~NAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RE$1ST~ PENETRATION INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUnd4 PLBG. [ ] FOUNDATION 2ND [/.>~NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT C~0NSTRUCTION[ ] FIRE RESISTANT PENETRATION REMARI~$: ~ 'DATE ~//~//~ ~ , .SPECTOI~ ~--" ~- .~./'_ / / / /'-/ -7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION '[~FOUNDATION 1ST [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: /4~,._ ~9]d[ ~ ]9~- ~ JAMES A. RICHTER R.A. ~ 705 FRONT STREET ~ GREENPORT, NY 11944 April 4, 2009 BOUTHOLD TOWN BUILDING DEPT P. O. BOX 1 l'7CJ c:~OUTHOLD TOWN HALL SOUTHOLD~ HEW YORK ] ] ~=~'7 ~ Re: Building Permit #: 34351 Levison Residence 1024 Albacore Drive Southold, New York 11971 Gentleman: I have completed a site inspection of the new footings, framing and strapping for the above referenced project. I have also witnessed the excavation for these new footings. As per my last site inspection, it appears that the installation of all new footings and metal strapping anchoring the framing to the foundation has been completed in accordance with the requirements of the Residential Building Code of the State of New York. If you have any additional questions regarding this matter, please do not hesitate to contact my office. Fr~x.~ INSPECTIONRIg~ORT DATE CONIiVlNNTS ROUGtt FRA1V/ING & PLLriVXBING n~.t~T~O~ P~R r~. ¥. ST~T~ Er~R~Y CO~ ADDITIONAL C01VXtV/m~T$ TOWN OF SOUTHOLD BUILDING I~EPA[ITMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined Approved Disapproved a/c Expiration 200 ~//?, 20 / 0 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. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: Building Inspector APPLICATION FOR BUILDING PERMIT ,'., I 6 ~ 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. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for re ,m/<~ or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, )~ous]ng code, a~ations, and to admit authorized inspectors on premises and in building for necessary inspect~ //~//~,rZ ( ~r ~gf~tur~e Of applicant Or name' if a cOrpOratiOn) (Maili~ ~ddrcs~ of a~licant) State whether applicant is owner, lessee,~Tarchite~ct,~ngineer, general contractor, electrician, plumber or builder Name of owner of premises ,~}C ~/~. ~:L- L F- I,}t SO1''[ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License Location of land on which proposed work will be done: House Number /1(~/~/~__~-_2 County Tax Map No. 1000 Section ~ Subdivision Hamlet Block [ Lot /~ Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy (J~e%~ t2~,¢-°r~L- b. Intended use and occupancy ~e~ ~D~:~ ff~t_ Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cos?~-~ ~/~7~) Addition Alteration ,~ Other Work (Description) Fee (To be paid on filing this application) If dwelling, number of dwelling units -~ Number of dwelling units on each floor If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front '70 t Rear ~d) I .Depth ~ .t~ ~ ) Height ~ Number of Stories Dimensions of same structure with alterations or additions: Front ~::~¥v[~ Rear Depth. Height. Number of Stories Dimensions of entire new construction: Front ~ ~ Rear .Depth Height Number of Stories Size of lot: Front [ ~.~"~ Rear [ ~)1 Depth / 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~<~- /'~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ~.. 13. Will lot be re-graded? YES__ NO ~ Will excess fill be removed from premises? YES__ NO 14. Names of Owner of premises F[c.#6~. !_¢¢t5o~4 Address Name of Architect Address Name of Contractor Address /oZ~Phone No. Phone No Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 su~ey, to scale, with accurate foundation plan ~d distances to prope~y lines. 17. If elevation at any point on prope~y is at 10 feet or below, must provide topo~aphical data on su~ey. 18. Are there ~y coven~ts ~d restrictions with respect to this prope~y? * YES ~ NO ~ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY O ~P-~s: being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH (S)He is the .. ?..9. ,0..!_8~U6,1,~0,,50 , (Contractor, Agent, Corporate Officer, etc.) Corem ss~0n Exp~re~ ~ri114,~/,.)~ 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. Sworn to before me this t ] b Dt4q day of.J.~ ~ 20Z~ Notary Public Signature of Applicant REScheck Software Version 4.1.2 Compliance Certificate Project Title: Leiblein Addition Report Date: 03/10108 Data fllename: CADocuments and SettingsVUI Ussrs~Documents~etblein Additlen~.eiblein Ene~jy Calcs.rck Energy Code: 2000 IECC Location: Southold, New York Constmcflea Type: $1rtgle Family Glazing Ama Percentage: 13% Heating Degree Days: 5572 Construction Site: Owner/Agent: C~'npllance: 3.1% Bwiter Titan Cede Maximum UA: 129 Your UA: 125 Ceiling 1: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 429 21.0 0.0 21 725 13.0 0.0 52 96 0.340 33 429 21.0 0.0 19 C~nptiance Statement: "l~e proposed building desiG~ described here is ~o~-',=,tstent with the building plans, specifications, and other calculations submitted with the permit applldatfon, The pro~ building has ~sset the 2000 IECC requirements in REScheck Versmn 4.1.2 and to comply with the mandato~j requirements I Name-Title Cheoidist 7/~, Project Title: Leibleln Addition Page 1 ~f 4 Data fllename: CADocuments and Settings~JI U ssrs~,Docu ments~Leibtein AdditionV_eiblein Energy Celcs. rc~ Repot date: 03/10/08 Bldg. ~tension ~tension COLOR Foundotion Basement Ext. Walls Extension Fire Place Type Roof Recreation Room i Breezeway ~arage Patio Fatal' Dormer Driveway ,/ Bath Floors Interior Finish Heat Rooms 1st Floor Rooms 2nd Floor Dinette LR. DR. BR. FIN. B. ~./_/y TOWN OF SOUTHOLD PROPERTY RECORD CARD-~~/I//4-~ OWNER STREET /~ 2-~ VIL~GE DIST. SUB. MER owNER ' N [ *c~._. I ,~1 S W ~PE OF BUILDING RE~.' ~/~ S~S. VL. FAro COMM. CB. MISC. Mkt. f o ~ . ~ o, / ~ /n /~ ¢ mhz ~/~, . ~ ~. ~ /~ ~ ~ , 'i~ I / B~ILDING CON~IO~ / N~ NOR~L BELOW ABOVE FARM Acre VQlue Per Value Acre Tilbble 1 ~ilbble Tillable 3 Woodland I~h t Swamplond FRONTAGE ON WATER ' Brushland FRONTAGE ON ROAD / House Plot DEPTH BULKH~D Total D~K . Town of $outhold Eros;on, Sedimentation & Storm-Water Run-off ASSESSMENT FORM /~y~) OPROPERTY LOCATION:~ 1 S.C.T.~. ~ THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF ii District Section Block Lot STORM-WATER; GRADING; DRAINAGE AND EROSION CONTROL p" au CERTIFIED BY A DESIGN PAOr=aSIONAL IN THE STATE OF NEW Item Number:, (NOTE: A Chec~ Mark (~) for each Questiml is Required for a Complete Application) Ye~s N._~o 1 Will this Project Retain All Storm*Water Run-Off Generated by a Two (2") inch Rainfall oe Site? (This item will include all mn-off created by site cleadng and/or construction activities as well as ail Site Improvements and the permanent creation of Impe~ious surfaces,) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This item shall include all Proposed Grade Changes and Slopes Contmlting Surface Watad:lowl 3 Will this Project Require any Land Filling, Grading or Excavation where them is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? 5 6 Is there a Natural Water Course Running Ihrough the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100'} feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fitieen (15) feet of Vedical Rise to One Hundred (100') of Horizontal Distance? 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? 8 9 Will this Project Require the Placement of Material; Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item wilt NOT include the Installation of Driveway Aprons,) Will Ihis Proiect Require Site Preparation within the One Hundred (100) Year Floodplain 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 Permlfl EXEMPTION! Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requlredl __ __ STATE, OF NE,W YORK, .r~_. H I'T--~_., C N CONNIE D. BUNCH And that be/she s the .~.'~.. ....... ~ .... ~ 0ta~y PublicLStateofNeWy0rk · ~oq:~ ofr, c~.~.~ qua!ifim:lin. Suffolk. Cmlnty _ Owner and/or representative of the Owner of Owner's, and is duly authorized to peffo~l~ ~l~&°xPe~f~l~g~ll~/e~ja~.,.,.ork and to make and file this application; that all statements cont,xined in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; Notary Public: FORM - 06/07 NOTE: This Site Plan was taken from a survey C A N A Lprepared by the office of Nathan Taft Co,win III, ?%,. . ~~ ~~ ~/~ . D~INAGE CALCU~TIONS To~I D~INAGE Requi.d: ~12 ~.F, x 0.1666 C.F. ' ~~71~~""' 8' ' A LEACH NG POOL ' 42 Cub c Feet Ired. Foot I .~c.~. ~ ~c.~.~v.~. - ~.~v.~.: ' " ,..s., I USE ONE 8' DIAMETER x 4' DEEP L~CHING POOL ~ UN~R R TIF~CATE ' ~u -~-i v r .',~ '?' ' ~,~ -~ I ~ 2. ROUGH ~ Ft~,~:,,k ,~-'~-L' / ~ ALL CONSTRU:;T?)H SHALL MEET ~ ~ ~~~o.O'DESIGNYORK STATEoR ~ONSTRUCT!oNNOT RES¢ONS~3U: ~ ~ RETAIN STORM WATER RUNOFF / /PURSUANT TO CHAPTER 236 / ~.~,'"~ OF~UETOW~ CODE. SITE PLAN' "' ' .... 32'. 0- EXISTING 5/8" ASTM 307 GRADE 60 THREADED L ANCHOR BOLTS AT 48" O.C. GROUT TO EXISTING 8" FOUNDATION (SIMPSON LBPS 112) i ~ ~ n I ~ . ~A~UT ~ RE~OVE~iSiTNGieOi, :RE~S~BTHiSAR~ ~ ~ ~PR~IDE N~b' x 16" C~NCR~TE DOTING A~D A 2x8 F~ OR~OISTS~16" C. EXISTING FOUNDATION 2 l 8 LEDGER - SPIKE TO BOX DOUBLE FLOOR JOISTS BELOW TO REMAIN B~M WITH 1/2" DIAM~ER PA~LLEL PARTITIONS ABOVE ~oo ~O~T~ ~,~- o.~. FOUNDATION PLAN Scale: 1/4" = 1'-0" 32'. 0,, EXISTING Equal ~ Equal ~ Equal ~ Equal 3 - 2x10 Header 3 - 2x10 Header ~4' ~ = 2'~" x 6'~" ~ POCKET DOOR - . OFFICE " DEN CLOSET ~ NEW Opening With = ~ 6'/2 - 2x10 Header. / ~lSTl~O 8U~l~O ~XlSTl~O ~lT~ ~lSTl~O ~t~o~a,~ TOP OF EXISTING PLATE _ EXISTING RAFTERS, ROOF DECKING EXISITNG SCREEN WA~L CONSTRUCTION TO BE REMOVED TO ACCOMMODATE NEV/CONSTRUCTION. SAW CUT AS REQUIRED - ............. EXISTING FINISH TOP OF EXISTING FOUNDATION FI.OOR G~'ONG GRADE CROSS SECTION"A-A - DEMOLITION PLAN Scale-' 1/4" = 1'-0' BATT NEW 6- R= t9 KRAFT FACED INSULATION. INSULATION TO REMAIN L E]OSTING ROOF DECK TO :.' '.'.~.'. ~.'.'. 7.'.'. 7.:.'. 7.:.'. 7.:.'. ~:.:.'.'/',. :.'.;'.-.'. 7.:. 7.: .'h".'. 7.:~'.~.:.'.~".~.'. 7.".'.~'.:.'.'.".~.'. 7.: '. ~.".'. 7.:~'. ".~'. ~"."' 7.:.'. 7.~'.. SA~c1NoCMI~MoDIE~TS~EINN L~i~'~I~IGL~-B ~ ~ ~ ~ 2 - 2 X 8 TREATED PLATE. ' ADJUST HEIGHT AS NEEDED TO ALIGN NEW ~ 5'8' A ST. 307 GRADE 60 THREADED L ANCHOR REEX[~]I: G 3x t 0 RAFT E R SECTION DETAIL # 1 SECTION DETAIL # 2 ~ ~; TO~ OF EXISTING PLATE INSLULTION. TYPICAL BATT INSULATION i~ ~~~.~ NEW SIDING TO MATCH EXIS'I'ING ~ ~ ON TYVEK ON t~2' EXTEmOH .~/ WI 6' R= t9 KRAIFT FACED ~ zo GRAD. ~YWOOG SH~ATHIHO DATr IHSVL~TIOH N~ ~4 STAOO£R~G NEW ~ STGDS TYPICAL i~ STUDS 0 t6' O.C. W~6' ~ W~ 6' R= 19 KRAFT FACED TOP OF EXISTING FINISH FLOOR BEYOND ~,' FOUNDATION ' 0 .,~ CROSS SECTION. DETAIL "A.A".: Scale: 1/4" = 1'-0' FF PROPOSED NORTH ELEVATIONS Scale 118" = 1' - 0' PROPOSED EAST ELEVATIONS Scale 1/8" -- 1' - 0" FF PROPOSED WEST ELEVATION Scale 1/8" = 1' - 0" Drawing: A5 WIND-BORNE DEBRIS PROTECTION FOR OPENINGS FOR WALL OPENING PROTECTION OF 120 MPH 3-SECOND WIND GUSTS (MAXIMUM MEAN ROOF HEIGHT: 35') SHUTTER ASSEMBLY FOR PANEL SPANS: 6 < 4'-0" WIDE · 23/32- APA SPA.-.ATED 48/24 SHEATHING GRADE PLYWOOD , I h' (OVERLAP AROUND OPENINGS 4") (I ASSEMBLY: I Io. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ · ~4' I # 10 x 3 (WI WASHERS) GALVANIZED OR STAINLESS STEEL IWINDOW / DOOR HEADER S "~/~ · WOOD SCREW @ 16" D.C. I-' · ALTERNAT VE FASTENER FOR SHUTTER TO BUILDING' ~ ~'· # 10 TEE NUTS ATFACHED TO BLDG. WI # 10 x 1/2 (WI WASHERS) · MACHINE BOLT @ 12" D.C. ~ MULTIPLE SECTION ASSEMBLY: 2X4 COLLAR TIES IN UPPER 1/3 OF~ ~ SHUTTER ASSEMBLY ROOF ~ 16" O.C, N.T.S. I ROOF RAFTERS TO WALL STUDS I ~:~ i~~ II r;,~ ~ FOR PANEL SPANS· 4"-0" OR WIDER '"~-~'~' OF, -~" x 20 Ga. STRAP ,6" D.C. OR 'LDO' [,f/ !~-~ ;: .'~ (OVERLAP AROUND OPENINGS 4") USP RTl0 OR SIMPSON LTS16 - ii '~.. I I ',!~. FI 2x4 STRONG BACKS @ 24" O.C. NAILS PER MANUFACTURER. ~_ rI . ~1 I I.. ~1 !1 ASSEMBLY- I I ' . ~- I {/ 1). PREA~SEMBLE PLYWOOD TO 2x4's # 10x3" (W/WASHERS) STUDS TO STUDS ~ SECOND FLOOR ~ II !~' I' 4 - 8d COMMON NAILS IN EACH END ~/' !1 L~ !1 GALVANIZED OR STAINLESS STEEL WOOD SCREW @ 12" D.C. OF, -~" x 20 Ga. STm~. ~--~ ~L.k.. i; ,I I . 2). ATFACHiNG STRUCTURAL PANEL: FASTEN TO BUiLDiNG Wi SIMILAR e GABLE END WALLS. ~d:' I, ~'F' # 10X3" (W/WASHERS) GALVAINZED OR STAINLESS STEEL ~ '1./ Ii WOOD SCREW @ 16" D.C. STUDS TO BOX BEAM & FOUNDATION ~ ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 4 - 8d COMMON NAILS IN EACH END ~ # 10 TEE NUTS ATTACHED TO BLDG. W/# 10 x 1/2 (WI WASHERS) WRAP UNDER SILL OR USE USP MP4F OR I FLOOR MACHINE BOLT @ 12" O.C. SIMPSON LTP4 PLATE 32" D.C. JOIST 5/8" ANCHOR BOLTS ¢~ 48" O.C. WlTH3"x [:~ ~' WINDOWS ' GLAZED OPENING 3" SLOTTED SQUARE WASHERS - - USP/$1MFSON LBPS 5/8". ~b ~ PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. ALL STRAPPING TO BE ~ IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM 1886. GALVANIZED ASTM GRADE 33 CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. MINIMUM. Typical PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED. PATH FASTENERS TO BE DESIGNED TO ALIGN WITH WINDOW JACK POSTS, HEADER + SILL PLATE. HOLD DOWN, SHEAR CONNECTION + CRITICAL LOAD PANELSTO BE MAINTAINED ON SITE. LABEL LOCATIONS OF EACH PANES. ALL CONNECTIONS SHALL COMPLY WITH NY STATE BUILDING CODE CHAPEER # 2304.9.6 R310.1.t ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. 24" MINIMUM CLEAR OPENING HEIGHT, 20' MINIMUM CLEAR OPENING WIDTH, 44" FINAL INSTALLED STAIRWAYS, HANDRAILS, GUARDS SHALL BE INSTALLED IN FULL CONFORMANCE WITH THEIR RESPECTIVE CODE SECTIONS. ARCHITECT IS NOT RESPONSIBLE FOR THESE INSTALLATIONS..4~ R314 STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF A~pH~T ROOFINEi THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS THAN 31.5 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 2T INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. THE MAXIMUM RISER HEIGHT SHALL BE 8.25' AND THE MINIMUM TREAD DEPTH SHALL BE 9' IN CONFORMANCE WITH R3t4.2 MINIMUM HEADROOM SHALL BE 6'-8'. ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH SECTION R303.4. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112 INCH GYPSUM WALLBOARD. (NOT N~iUNGSC~EDULE.MINiMUMS.^F&pAWFCMF~FER R315-1 HANDNAILS HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES AND 3E INCHES,sHA~.L '' CONTINUOUS THE FULL L'NOTH OF RESPECTIVELY, MEASURED VERTICALLY FROM THE NOSING OF THE TREADS SHALL BE PROVIDED ON AT DESCRIP¥~N ' GALV COMMON NAILS # NAILS ~LAJL SPACING TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SHEATPIINGGFLUS~AND FLYINGG~.BCES 12~ mPh ' SHEATHING - a/PERIMETERZON£ BdSd 4'O.C. EDGE, 4'O.C*FIELO 6*O.C. EDGE, 6-0.C FIELD~~~ WA~'I'(R~ FOUNDATION WALLSTHATNETAIN EANTH AND ENCLOSE USEABLE SPACE LOCATED SELOW GEADE SNALL BE TYPICAL WALL SECTION COMPLIANCE WITH RESIDENTIAL COODE OF NEW YORK STATE DATED JANUARY 1, 2007 ENERGY CODE COMPLIANCE STATEMENT AND INSTALLED WITH NO PEN ETI:{ATI DES SEALED OR GASKETED TO PREVENT A JR LEAKAGE INTO THE UNCONDI33ONED BY USING W.F.C.M. WOOD FRAME CONSTRUCTION MANUAL 1995 EDITION USING PRESCRIPTIVE SPACE. VAPOR RETARDER TO BE ON THE WARM-IN-WiNTER SIDE OF ALL NON-VENTED CEILINGS, WALLS & FLOORS. DESIGN METHOD. USE 2z" DIAMETER x 12" - "J" BOLT @ 4'q~" D.C. into FOUNDATION WITH 4" x 4" x 1/2" ~U, TE~U,~S IDENTIFICATION: MATERIALS AND EQUIPMENT MUST BE IDENTIFIED SO THAT COMPLIANCE CAN BE B.P* PLATE OVER SILL PLATE. USE 1-1/4" x 20 GAGE STRAPS @ EACH JOINT. SILL PLATE TO FIRST DETERMINED AND MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND CODE. DUCT INSULATION TO CONFORM WITH SECTION 503. HEATING AND CCOMNG P~PING INSUL~ON TO FLOOR WALL STUDS, I st FLOOR WALL STUDS TO 2nd FLOOR WALL STUDS, WALL STUDS AND TOP CONFORM TO SECTION 503 PLATE TO ROOF RAFTERS AND OVER RIDGE AT EACH RAFTER OR 2x6 COLLAR TIE IN UPPER THIRD ASPHALT SHINGLES FOLLOW NAILING SCHEDULE R905.2.6 MINIMUM 6 FASTENERS PER SHINGLE, ROUEN OPENINGS. MULLIONS. TEMPERED GLASS LOCATIONS BEFORE ORDERING WINDOWS & COORS AND BEFORE INTERIOR WALL) BUILDING CODE - TABLE R301.2 (2) WINDOWS TO MEET D.P. RATING OF 40 MINIMUM. W~NO BORNE DEBRIS REGION. AREAS WITHIN HURRICANE PRONE REGIONS WHERE mE BASIC WIND SPEED IS EQUAL To OR GRE*TER ~. 42° M,LES PER .OUR. R~,.2.,.2 ,.'~.~ P.E~URE. WIND BORNE DEBRIS REGIONS SHALL HAVE GLASSED OPENINGS PROTECTED FROM WINDBORNE DEBRIS. GLAZED TABLE '1609.'1.4OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1 ~ AND OF ASTM E 1886 REFERENCED THEREIN. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF ?/16 INCH ,eND A MAXIMUM WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS''b'= BEPRECUTTOCOVERTHEGL^ZEDOPENINGSWlTHATrACHMENTHAROWADEPROVlDED. ATFACHMENTSSH~J_L BE FASTENER SPACING (inches) 2~# 8Wood per ho#r - 0.44 ~s. U (~J ~ 4' n=t3 nAl-r INSULATION ~-J~J~r~ ~ N, SIDING a. This table is bas~ o. a maximum wind .pee~ (~-.eco.d gust) of t30 ~-~ n~ ~l / EXI"ING ON ~YVEK ON b. Fastene~s shall be installed at opposlng ends ~f ,e --od sb~cturalpanel. ~ \ s,~,,,,G. TABLE R301.5 ?o~ o~ new Sub.ocr MINIMUM UNIFORMLY DISTRUBUTED LIVE LOADS to ALIEN WITH Existing (in pounds per square foot) Exterior balconies 60 Passenger garages 5O Attics without storage b ,e 10 INSULATION GRADE Attics with storage b ,e 20 Rooms other than sleeping rooms 40 ; - 2 X S TREATED PLATE ON SILl. SEAt_ Sleeping rooms 30 Guardrails and handrails d 200 load or a 3g~-poa.d ¢onceetrated load acting over .. area ~f 4 sg.are SECTION DETAIL "B" d, A single concentrated load applied in any direction at any point along FASTENER SPACING (inches) FASTENER Panel 2 Feet _~ 4 Feet _~ 6 Feet _~ TYPE Span Panel Panel Panel ~ 2 Feet Span Span Span _- 2 Feet _~ 6 Feet _~ 8 Feet Screws 16 t6 12 9 Screws 16 t6 t6 12 USE LIVE LOAD Exterior balconies 60 Decks f 40 Passenger vehicle garages a 50 a Attics without storage b,e 10 Attics with storage b ,e 20 Rooms other than sleeping rooms 40 Sleeping rooms 30 Stairs 40 c Guardrails and handrails d 200 ~0 ~ ~OUP. FIOLD 84 3O O, E 53.85 / / / / / // // / / / / / / HI.. STORy FRAME / / NOTE: N Y S. Lic, No. 50467 SURVEY OF LOT 33 MAP OF SOUTHOLD SHORES FILE No, 5855 FILED AUGUST 29, 1963 SITUATED AT ARSHAMOMAQUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-57-01-14 SCALE 1"--20' OCTOBER 14, 2008, AREA = 22,450 sq. ff. 0.515 ac. CERTIFIED TO: MICHAEL LEVISON CAROLER LEVISON ELEVATIONS SHOWN ARE REFERENCED TO N.G.V.D. 1929 DATUM THE EXISTENCE OF RIGHTS OF WAY AND/OR F.~,SEMENT$ OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Nathan Taft Corw~n III Land Surveyor PHONE (651)727-2090 Fax (631)727-1727 ~B-3~