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HomeMy WebLinkAbout34763-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Buildin9 Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34384 Date: 06/04/10 THIS CERTIFIES that ~he building ADDITIONS & ALTERATIONS Locatio~ of Property: 11235 SOUNDVIEW AVE SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Nap NO. 473889 Section 54 Block 5 Lot 40 Subdivision Filed Map NO. -- Lot No. -- conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 28, 2009 pur~'a-t to which Building Permit No. 34763-Z dated JUNE 9, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING DECKS AND SCREENED PORCH, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOHN W WITTENBERG & WF ( OWNER ) of the aforesaid building. ~um~OLKCO~qTYDEPART~TOFH~ALTHAPPRO%WAL N/A ~CTRICAL ~KTIFICATENO. 131981C 03/26/10 ~ ~KTIFICATION DA-~-mu~ N/A o~zed ~ignature Rev. 1/81 TOWN HALL III ..-- _ 765-1802 · [~ I~ ZI ~{} APPLICATION FOR CERTIFICATE OF OCCUPAN(._ TMs application must be filled in by t~ewfiter or ink and submitted to the Building Dep~ent with mc A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial'building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by thc applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to thc applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 ] Old or Pre-existing Building: ~ (check one) No. 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. New Construction: Location of Property: Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision UermitNo.~q'~ (x~ ~-2DateofPermit. Block ~' Lot Filed Map. Lot: Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ t~.OlD Final Certificate: (check one) Appfict~nt Signatur&,,~ ~R-22-~10 08:3~q FROH:LADEMANN ELECTRIC IN ~317547206 T0:121~7495027 p,1/1 Electrical Inspection Certificate Elecb~mal Inlpe(~on Senile, Ino. ApplloIMMt Number a75 Du~m~ Avenue 131~1C East Pstahogu~, New Yod( 11772 Issued To: John Wittenberg Street: 11235 Soundview Avenue Village: Southold SeGUofl: BIoGk: Contractor. Lademann Electric Inc. (L) ZIp: 11971 Town: Southold LM: LIc.# 4141-E w Re~c/M F/x~ures CF/ HeMeM A/C FaM 9 18 17 2 2 DI~ Wa~ne~AmlM Dt)'e~AmtM Oven I~ntI~Am~ ~ Fur41~e Oil Gas CIn;uMom Smoke DetK~or Mil Tmn~fom~e 2 MiMr AmlM PMue UCYOH JsGuztl Television CO DMm~r / Other Equipment ~,ddltio~ 1 3 co-sd combo. Hugo S. $urdi President Tl~ GMt~lIGat~ must not be Mtered in ~y ms'~net, tnsp~k~s mw be ~ by ~1e¥ IN'e(M~L FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII/)ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34763 Z Date JUNE 9, 2009 Permission is hereby granted to: JOHN & BETH WITTENBERG 382 CENTRAL PARK WEST NEW YORK,NY 10025 for : ALTERATION & ADDITIONS TO AN EXISTING DWELLING AS APPLIED FOR at premises located at 11235 SOUNDVIEW AVE SOUTHOLD County Tax Map No. 473889 Section 054 Block 0005 Lot No. 040 purs,,~nt to application dated MAY 28, 2009 and approved by the Building Inspector to expire on DECEMBER 9, 2010. Fee $ 200.00 _Authorized Signature ORIGINAL Rev. 5/8/02 z TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~)~ FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FIMMING / STRAP~NG [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FII~,~kFETYI~ [ ]~T~r~ [ ]R I~ntSlSTANTIMILm~TIOH REMARKS: DATE /I- ~'~- 0 ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-18O2 INSPECTION [ ] FO~ATION 1ST [ ] ROUGH PLBG. [,,~ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRESArE:,i'INSPECTION [ ]~J~JJ~r~rr~ [ ]~j~riigrp~'g~t~o~ REMARKS: .~,~L.~ c:~--~-~ - DATE ~A~/C ~ INSPECTOR~'~/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHmMNEY [ ] ~ ~ m~ [ ]~nJmSTANT~ [ ]mEnJmsT,~T~'r~o. REMARKS: _. ~ TOWN OF $OUTHOLD BUILDING DEPT. 765-¶ 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [- ] INSULATION [ ] FRAMING / S'TRAImpING[ ] FINAL [. ]~&~'~ [ ] FJlE,SAFLJ"rYImPmc'nON [,~FmJRmmS'tANT(X)ImmJCtmN [ ] RRmlJJSTANTPmmRA110N REMARKS-' ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ~INSULATION [ ] FINAL [ ] ] FIREHESlSTAInCONS~UCTION [ ] FIIEIIEmSTANI'FENETRATION REMARKS: INSPECTOR DATE TOWN QF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork, net/Southold/ Examined Approved Disapproved a/c Expiration I ~0~, 20 I0 MAY 2 8 2009 BLDG. DEPT. ,. T~r~ 0[ ~_OTH_Ot.O PERMIT NO. ~q 7 ~ S ~-- 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 Contact: to: Ue//evdat4 Building Inspector [CATION FOR BUILDING PERMIT Date HB V ~.~ ,200~] INSTRUCTIONS , 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 fi.om 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 thc permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, ff a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~ff/ff ~ ~-~r-~/ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section Subdivision Hamlet Block d~" Lot ~ Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended nse and occupancy o f proposed construction: a. Existing use and occupancy b. Intended use and occupancy Addition t/'/ Alteration 3. Nature of work (check w~ch applicable): New Building Repair Rerdoval Demolition Other Work 4. Estimated Cost ~ ~r ~7~ Fee ~ ~7~ (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existint; structures, if any: Front Height ,~o O. ~" Number of Stories / g~ Dimensions of same structure with alterations or additions: Front ; .,~/t. Rear Depth ~"~' t--{O~ Height. ~.O.~ t Number of Stodes / 8. Dimensions of entire new construction: Front Rear i ' Depth Height Number of Stories [i L___..:._.~, 7..' .... ~ 9. Size of lot: Front 8~-~ Rear '7~'' Depth '-'~"~.'~ ( .......... 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~_- 4~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO~l/ 13. Will lot be re-graded? YES__ NO v/ Will excess fill be removed fi.om premises? YES [//No__ 14. Names of Owner ofpr...r..r..r..r..r.r<.e~mises~ol4]if[tq~t4~ Address~OZt~O/~ ]tIqt& PhoneNo. ~/.~-'q~a~,-~' Name of Architect >/~lr~d.~t~Jlg~/~l Address/~9~ gl~ ~, .~.//q, ffPhone No gg~l- ~:7:~- ~ Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES __NO I~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE gEQUIRED. 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 ~survey. 18. Are there any covenants and restrictions with respeet to this property?. * YES NO V' · IF YES, PROVIDE A COPY. STATE OF NEW YORK) ~)W]<~ ~t'~'~ being d~y sworn, d~ses ~d says mat (s)he is me a~lic~t ~me of ~hdml sing contract) above reed, ~NNIE D. 8UNC. (S)He is the ~. 01~61~5fl (Con~ctor, Ag~t, Co~mte Office, ~c.) ~ ma~ iff ~k ~. ~mi~ ~im Apa114, ~0~ ofs~d own~ or om~, ~d is d~y au~o~ to ~om or ~ve peffom~ ~e said work ~d to ~e ~d file ~s application; ~t ~ smtm~ts con~ ~ ~s application ~e ~e to ~e best offs ~owledge ~d belief; ~d ~at the work will be performed in the manner set forth in the application fried therewith. Sworn to before me this day of ~ 20 Oq Notary Public - ~rh ~Si~ture of Applicant Tow. n__°f $outhold Erosion, Sedimentation & Storm.water Run-off A88E$8MENT FOI~IM PROPERTY LOCATION: $.C,T.M. #: THE FOLLOWIH(~ ACTIOH8 MAY REQUIRE THE 8UBMI8810H OF A Section Block Lol 2 3 4 5 6 7 8 9 (NOTE: A Chock Mark (,~) for each Question is Required for a Complete Application) WIll this Project Retain All Storm'-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will Include all mn-off created by slle clearing and/or construction activities as well as all Silo Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures thdlca[ing S ze & Location? This Item shall Include all Proposed Grade Changes and Slopes Controlling Surface WaterEIow! STORM-WATER~ GRADINGt DRAINA,OE AND EROSION OONTROL Pi ,i~l CERTIFIED BY A DEEION PRrOFESSIONAL IN THE STATE OF NEW YOi~, Will this Project Require any Land Filling, Grading or Excavation where there Is a change to Ihe Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? Will this Applicalion R'equire Land Dis(urbing Activilies Encompassing an Area in Excess of Five Thousand (5,000) Square Feet o[ Ground Surface? Is there a Na[ural Water Course Running through Ihe Site? Is this Project wilhin the Trustees jurisdiction or within One Hundred (100') reel ol a Wetland or Beach? Will there be Site preparation on Exisling Grade Slopes which Exceed Fifteen (15) feet o1Vedical Rise to One Hundred (100') of Horizontal Dislance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped ~o Direct Storm-Water RumOff into and/or in the direction of a Town dght of way? Will this Project Require Ihe Placement of Material, Removal of Vegelation and/or the Conslruction ol any Oem Wilhin the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Yes No Will this Projecl Require Site Preparation within the One Hundred (100) Year Floodplain of any Wa elcourse? HOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, aS{otto.Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submiffed for Review Prior to Issuance of Any Building Permitl EXEMPTION'. Ye~s Does Ihis projecl meet the minimum standards for classification as an Agdcuftural Project? Note: if You Answered Yes to this Questlon, aStorm-Water, Gradlng, Dralnage&EroslonControIPlanlsNOTRequlred~ -- -- STATE OF NEXA; YOP~(, cou v,, .............. ss (Owner, Co~(raclor, Ageot, Corpofste OwnEr and/or r~pr~sEn~dv6 o[ d~ OwnEr of OwoEr's, ~d Js duly au~orizcd to pEr{om1 or bare p~rform~d m~e ~d file this application; d~at ~l sBteHlenB confined in ~is applicagon are ~e to ~e best of his ~owledge ~d belief; ~d ~at fl~e work will be performed m ~ae intoner set fbrd~ in ~e application filed herewi& Sworn to before hie ~is; ........... ................... of ...................... , Notary Public: ........................... FORM - 06/07 OWNER OF SOUTHOLD PERTY RE~O~D CARD "~.~ 8~ VILLAGE DISTRICT SUB. LOT ~~ ~~. ~~~. ,.. ~,~ . . IMP. TOTAL ' DATE / R~RKS - - ' Tillable '1 Tillable 2 Tillable 3 Woodland Swampland Brushland House Plot Total Acre Value Per Acre Value FRONTAGE ON ROAD DOCK 673o 'Foundation Bath / Basement ~ Floors ~)A¥~ Ext. Walls ~terior Finish Fire Place ~_ Porch Roof Type P6rch Rooms 1st' Floor Patio Rooms 2nd Floor Driveway Dormer B ,undation Both Floors nterior Finish ~ ~ , Basement - - ' Ext,"Walls :ire Place ~slon . ~' __ ~ Patio Porch P6rch Both Floors Interior Finish Heat Roof Type 1st Floor ~,oomS 2nd Floor Dormer lmm I lall Annex 5 t375 Main Road P.O. Box 1179 Soulhold, NY 11971-093!t Felephonc (631 ) 763-1802 l:ax (63 I) 7(i,3-9502 B1 IILI)ING 1)EPARTMI'2NT TOWN OF SOUTHOLD April 5, 2010 John & Beth Wittenberg 382 Central Park West, Apt 20-R New York, NY 10025 RE: 11235 Soundview Ave, Southold TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $25.00 Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) Trustees Certificate of Compliance. Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34763-Z alteration/additions Generated by REScheck Package Generator Compliance Certificate Project Title: ADDITION - WI'I-rENBERG RESIDENCE Report Date: 05/27/09 Energy Code: Location: Const[uction Type: Heating Type: Non-Electric Glazing Area Percentage: 16% Heating Degree Days: 5700 Construction Site: 11235 SOUNDVIEW AVE SOUTHOLD, NY 11971 Permit Date: MAY 28,2009 2007 New Yo~( Energy Conservation Const~'uction Code Suffolk County, New York Detached 1 or 2 Family Owner/Agent: FRANK UELLENDAHL, ARCHITECT Designer/Contractor: Ceiling: 38.0 Wall: 21,0 0,0 Window: 0,400 Door: 0.350 Floor: 19.0 The proposed building rep~esested in this document is consistent with the building plans, specifications, and other caleais8ons submitted with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements. When a Registered Design Professional has sta~nd signed this page. they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plaes o~ spesiflcat~lj~ll~ a~ r~ '/a~ ~c~l~l~ance wit h this Code. Name - 33fie ..... Date Project Title: ADDITION - WITTENBERG RESIDENCE Report date: 05/27/09 Data tiisname: Page 1 of 4 Generated by REScheck Package Generator Inspection Checklist Date: 05/27/09 Ceilings: [] Ceiling: R-38.0 cavity insulation Comments: Above-Grade Walls: Windows: Doors: [] Door: U-facfor: 0.350 Comments: Front door exempt Note: Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-factor fable in the Help Users Guide. If a door contains glass and an aggregate U-factor rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-factor to determine compliance for the door. One door may be excluded from this requirement (i.e., may hay a U-factor greater than 0.35). Floors: [] Floor: R-19.0 cavity insulation Comments: MATCH EXISTING R-19 Note: The f~or requirements apply to floors over unconditioned spaces (such as uncoedibened crawisbeces, basements or garages). Floors over outside air must meet the ceiling requirements. Note: Add an additional R-2 for heated slabs. The insulation must extend 1 ) down fi'om the top of the slab, or 2) dow~ from the top of the slab to the bottom of the slab and then horizootally underneath the slab, or 3) down from the top of the slab to the bottom of the slab and then horizontally away from the slab, with pavement or at least 10 inches of soil covering the horizontal insulation. Air Leakage: [] Joints, penetredons, and all other such openings in the building envetope ~at are sources of air leakage are sealad. [] Recessed lights am 1 ) Type lC rated, or 2) installed inside an appmpriata air-tight assembly with a 0.5" clearance from combustible Vapor Retarder: I~ Installed on the warm-in-winter side of all non-ventad framed ceilings, walls, aed doom. Materials Identification: Matadais and equipment are installed in accordance with the maflufacture~s installation instructions. [] Mafarists and equipment are identified so that compliance can be detenmined. Manufacturer manuals for all installed heating and cooling equipment and sen. ice water healing equipment have been provided. Insulation R-values and glazing U-factom am cleady marked o~ the beiiding plans of specifications. Project Title: ADDITION - WITTENBERG RESIDENCE Report date: 05/27/09 Data fllaname: Page 2 of 4 * [] Insulation is installed according to manufacturer's instructions, in substantial contact with the surfaco being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Supply ducts in unconditioned attics or o~t~de the building are insulated to at least R~. [] Return ducts in unconditioned ardco or outside the building are insulated to at least R~I. [] Supply ducts in unconditioned spaces am insulated to at least R-8. [] Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on tatum ducts in basements. Duct Construction: [] All joints, seams, and connections am securely fastened with welds, gaskets, mastics (adhesives), mastic~lus-embeddnd-fabric, or tabes. Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ~1 The HVAC system provides a means for balancing air and water systems. Temperature Controls: [] Each dwelling unit has at least one then~.ostat capable of automatically ndjusflng the space temperature set point of the laPrJest zone. Electric Systems: r~l Separate electric meters exist for each dwelling unit. Fireplaces: [] Fireplacos are installed with tight fitting non-combusflbla fireplaco doom. [] Fireplaces have a source of combustion air, as required by the Fireplace constnJcUOn provisions of the Building Code of New York State, the Residential Code of New York State or the New ¥(~k Ci~ Building Code, as applicable. Service Water Heating: ~1 Watar beaters with verticst pipe dsers have a ndat trap on both the inlet and o~tlat unlass the watar beater has an integt-al haat trap or is pert of a cirmJlaUng system. [] Circulating hot water pipes are insulated fo the levels in Table 1. Circulating Hot Water Systems: [] Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: [] Ail heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 105 dngmes F or chilled fluids below 55 degrees F am insutated to the levels in Table 2. Project Title: ADDITION - WI'i-FENBERG RESIDENCE Report date: 05/27/09 Dada filename: Page 3 of 4 · ~ ' Table I: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runoute Heated Water Up to 1" Up to 1.25' Temperature (°F) Clmulatlng Mains and Runouts 1.5" to 2.0' Over 2' 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping System Types Range(OF) Insulation Thickness In Inches by Pipe Sizes 2' Rueauts 1" and Leas 1.25' to 2.0" 2.5# to 4" Heating Systems Low Pressure/Temperature 201-250 Low Temperature 120-200 Steam Condensate (for f~cl water) Any Cooling Systems Chilled Water1 Refrigerant and 40-55 Brine Below 40 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project Title: ADDITION - WITTENBERG RESIDENCE Report date: 05/27/09 Data filename: Page 4 of 4 ,.PROZEO DATE:~ rt... # ~ FEE:~ BY* /"'"~--~*'-~ .-.-* NOTIFY BUIL~IN~ DEF'~'TML:NT ~ 765-1802 8AM i'O 4i.M FOR THE FOLLCWING INS'~ECT!'%h;$: 1, FOU~;DATION · Two REQUIREB FOR POURED CONCRETE 2. ROUGH . FRAMING & PLUMBING 3. INSULAT~CN 4, FINAL - CONSTRUCTION MUST BE COMPLETE ~(~ C.O. ALL CONSrRUCTiON SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERROR& RETAIN STORM WATER RUNOFT PURSUANT TO CHAPTER 236 OF THE TOWN CODE OCCUPANCY OR USE IS UNLAWFUL ~!!THOUT CEFrrlFICATE '-,i- OCCUPANCY CERTIFICATION OF ALL CONSTRUCT!O;'J SHALL MEET THE REQUiRE~ENTS OF THE CODES OF NEW YORK STATE. ~..REQUIRED GENERAL NOTES DESIGN CRITERIA: Ill= TO THE I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING ANEAS AND DECKS - 40 PSF. BUILDING CODE AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. CONSERVATON CODE, AND LOCAL AUTHORITIES. WIND SPEED -120 MPH 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY -B 3. ALL LUMBER SHALL BE GRAQE STAMPED DOUGLAS FIR- FROST LINE DEPTH - 36" LARCH STRUCTURAL GRADE ~2 OR BEllER. TERMITE - MODERATE TO HEAVY ~ : :j - I DECAY- SLIGHT ~ ~ ~ :: ~: _ ~ ~ I 4, PROVIDE DOUB~ HEADERS AND TRIMMERS AT ALL tCE SHIELD UNDERLAYMENT REQUIRED - YES PARTITIONS, STAIR AND EXCEPT FLOOR OPENINGS, AS NOTED POSTS ON DRAWING. AND PARALLEL DESIGN IN ACCORDANCE WITH AMERICAN FOREST J_.~ 5, BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL , F -~ -- RESIDENCE FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 Fi'. FOR I&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD 6. ALL DIMENSIONS AND G~DE CONDITIONS TO BE VERIFIED BY CONTRACTOR[S) PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. THIS WINDBORNE EXISTING SOUTH ELEVATION ~ SOUTHOLD FOUNDATION HAS BEEN DESIGNED FOR A SOIL LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT , THESE CONDITIONS ARE MET. ALL FILL BENEATH FRANK UELLENOAHL CONCRETE SLABS TO BE COMPACTED TO 95% PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS P.O.BOX 316 RELATIVE DENSIlt'. OF MIN 7/16 INCH WITH 2-1/2 ~/6 WD SCREWS, GREENPO~, NY 11944 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER TEL: 651-,~77 8624 SUPPORTED BY DOUBLE UPRIGHTS, 9.0 Fr AND OVER THE GLAZED OPENINGS OF THE PROPOSED EXTENSION BY TRIPLE UPRIGHTS. ALL HEADERS TO BE OWNERS MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. JOHN & BETH WrlTENBER6 PROV1D[ FtRESTOPPING AT ALL LEVEL WINDOW SCHEDULE 8. PENETRATIONS APT, ~SR NE'//YORK, NY ~0025 9, PROVIDE FLASHING AT ALL ROOF BREAKS, TEL: 866.-466 8765 CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS PROPOSED WINDOWS ARE ANDERSEN PRODUCTS, 400 SERIES 10. DO NOT SCALE DRAWINGS. GRILLES AS PER ELEVATIONS, FULL DIVIDED LIGHTS, 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- GLASS TO BE HIGH PERFORMANCE LOW-E GLASS ENGINEER ARE NOT RESPONSIBLE FOR THE SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS ' ~' ~~ L~ ~ ~ ~F~ . '.].~ .,-~j THIS CONSTRUCTION PROJECT. FEDERAL STATE WINDOW HARDWARE: ESTATE COLLEC]ION, FINISH: SATIN NICKEL !:!:.:ii:: ~ :::': AND LOCAL ZONING AND BU LDNG CODE COMPLIANCE DOOR HARDWARE: METRO COLLECTION: ANVERS, FINISH: SAT. NICKEL CONTRACTOR. ACCORDANCE WITH THE NEW YORK STATE ENERGY TEMPERED GLASS ALL SASHES CONSERVATION CODE. C EWH 29611 AR HINGED PATIO ODOR 1 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL D 2-~ 2846 DOUBLE-HUNG - LR, DR 2 CHANGES PRIOR TO AND DURING CONSTRUCTION. E 2-1~/2852DOUBLE-HUNG - B^S£MENT t 1ST FLOOR ADDITIONS TO A THREE BEDROOM HOU 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS. 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND j J INSURANCE NECESSARY TO PROTECT THE ENGINEER AND OWNER. 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. DRAWING SCHEDULE DATE: O5/28/2O09 A-I TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES SO~.E: NTS A-2 SFFE PLAN TITLE SHEET A-3 EXISTING FLOOR PLAN A-4 FOUNDATION PLAN Design Criteria A-8 PROPOSED 1ST rLOOR PLANA_D CROSS SECT,ON A-A :;YA/: W2.0~E' ~ iiGeneral N°tes A-7 PROPOSED SOUTH ELEVATION LLENDAHL, ARCHITECT P.O. BOX 516 GREENPORT, NEW YORK 1 owo. A-8 PROPOSED ELEVATIONS A-9 CONNECTORS, CRITICAL PATH A - 1 A-la FRAMING NOTES, NAILING SCHEDULE @~ ~G. NO SCREENED-IN PORCH DECK 176 SF 1-~ STORY 3~0 SF 1-~ STORY 3,30 SF 335.34' LENGTH OF PROPERTY DECK ~50 SF ZONING CALCULATIONS LOT AREA EXIST'G BLDG. COVERAGE ADDED BLDG. COVERAGE AREA TO BE REMOVED : co. 26,423 SF = ca. 1,378 SF = ca. 7~SF ...... : ca. 302 SF TOTAL BLDG. COVERAGE : co. 1,811 SF ALLOWABLE BLDG. COVERAGE R-40: 20% OF LOT AREA: co. 5,284 SF F---I PROPOSED ADDITION F----] DECK AND PORCH TO BE REMOVED F"-I EXISTING STRUCTURES SURVEY BY RODERICK VAN TUYL P.C. DATED: NOVEMBER 1, 1993 527.6f LENGTH OF PROPERTY JUN 8 2009 BLDG. DEPT. TOWN OF SOUTHO[D RESIDENCE SOUTHOLD ARCHITECT FRANK UELLENDAHL P.O.BOX 316 GREENPO~, NY 11944 T~k 631-477 8624 OWNERS JOHN ~ BETH WITTENBER6 ~82 CENTRAL P~K WEST APT. NEW YORK, NY 10025 PROPOSED SCREENED-IN PORCH PROPOSED WOOD DECK 176 SF DECK 150 SF I PROPOSED WOOD DECK I PROPOSED ADDITION 1-~ STORY ~]0 SF N SCALE: 1/16" =f-O" SITEPLAN SCTM# = 1000-54-05-40 TOWN OF SOUTHOLD SUFFOLK COUNIY, NEW YORK ~TE: 06/08/2009 SCALE: 1/16'= f-O" SITE PLAN A-2 @5 pwo. NO ~ ~ ADDITION ~ ~ TO THE 8-0 ~ 5-0 ~ 16-0 $'-0" 10'-0" ' BATH 2 0 , ~ I J ! RESIDENCE W , ~ =r -* ! ~ ARCHITECT I , I, ~ ~ i ~F~NK UEL~N~L ~ P.O.~Z ~16 ~ ~L: 631-477 8624 ~ ~ OWNERS SCREENED-IN DINING ROOM KITCHEN DECK ~ ~ ~OH~ PORCH ~ ' ~ N~ YORK, ~ 1~25 I ~ ~ TEL: 866~466 87~ 0 0 ~ DECK LiViNG ROOM ~ ~ IST FLOOR P~N ~='-=" ~ :='-r ~'-o" _ ~ ,'-r ~ AS-BUILT FLOOR P~N 4~'-8" ~ A - 9~ owG. NO CBSQ44-SDS2 POSI B~SE B4BEDDED f-O" DIA SONO lUBE CONC. FOOTING ~IN. SIDE COVER AROUND BASE) ~) 2XlO PERIMETER BEAM L AROUND II i I F--- ] (2) 2XlO SCREENED-IN PORCH P¥~T- -I~ (2) 2XlO PERIMETER BEAN( ~ ~_ ALL AROUND OECK~ , ~ DECK FOOTINGS i, i. TRT'D 4X4 POST ON B" DIA SONOTUBE CONCR~E PIER (MIN. 3'-¢ BELOW GRADE) TRT'D GIRDER- 218 TRT'D D. J. @ 16" O.C. ! w/ bridging DECK ABOVE ~T~T'D 4X4 POST ON 8 D~ SONOTUBE CONCRETE PIER 2X8 DECK JOIST @ 16" O.C. w/ bridging PORCH FOOTINGS TR~'D 4X¢ POST ON 12 DIA SONOTUBE CONC~ET$ PIE8 . ON 2-O X 2-0 X 1'-6" FOOTING (MIN, 3'-6" BELOW GBADE) lO'-g' VIF q TR.T'D 4X4 POST-- 8 DIA CONC, PIER EXISTING CRAWL SPACE LEGEND ~ NEW WALL ~ EXISTING WALL DEMOLITION 15' SIDE YARD TRT'D HOUSE BEAM BOLTED INTO BOX VENT PROPOSED CRAWL SPACE EXTENSION 2" RAT SLAB ~ EL.:+3'-O" 16X8 I EXT'G FOUNDATION UNDERPINNED IF NEC~ESSKRS' i~RF'f IN THE FIELD! I PROVI . i~ ~o°~3~ OPENING TO CRAWL 12' ANCHOR COLTS @ 24" O.C. EXISTING CRAWL SPACE EXISTING UTILITY ROOM ~EL.:+4'-6" PROPOSED BASE XTENSION ~lCH EXT'¢ -- TOP OF CRAWL SPACE ~ --8" CONG. BLOCK WALL ~ ~ EXISTING //~ REMOVE EXISTING ' FOUNDATION WALL 3 BASEMENTo"O'- ~ ~EL.: + EXT'G STAIR XT'G DECK FOOTINGS 5468 I II 5L¢' . UP #IN_DOW W~ELL m_N~O S_~_ BILCO DOOR ABOVE ANCHOR NEW TO EXT'G FOUNDATION , WITH 5/8" X 12' ANCHOR BOLTS @ 24 O.C. 22'-0" i ,~EL,:+5 -4 l D W ELT PANEL~ UP o EXT G o DECK ABOVE o lOJ 0 ~ EXT'G ~ DECK o ~ ABOVE I _mi 0 20' SIDE YARD STRENGTH = 5000 PSI AT 28 DAY ASTM C-94 READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON UNDISTURBED SOIL. ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. CRAWL SPACE - BASEMENT 3/4" SUBFLOOR, NAILED AND GLUED 2X10 FLOOR JOISTS @ 16" O.C. R-19 FLOOR INSULATION 2"X6" FREATED SILL 4" CONC. SLAB w/ 6X6, 10/10 WWM REINF. AT BASEMENT EXTENSION 2" CONCRETE DUST COAT IN CRAWL SPACE 8" POURED CONCRETE WALL 1'-4" X 8" POURED CONCRETE FOOTING WITH 5-#5 REBARS - 5" ABOVE4B'OTFOM8' OF FOOTING 5/8"X12" ANCHOR BOLTS @ O.C, BITUMINOUS DAMPPROOFING TO GRADE SILL SEAL TERMITE SHIELD FOUNDATION PLAN SCALE: 5/16" = 1'-0" ADDITION TO THE RE SOUTHOLD 06/08/2009 3/16' = 1'-0' A-4 ON _DWG. NO LEGEND ~ ~ ADDITION ELECTRICAL LEGEND To THE m ~ OUt. LEX RECEPT~LE OUTLD ~ CO D~ECTOR ~ 14'-0" 10'-6"~ ~ ~p WATER PR~F RECEPTACLE OUTL~ ~ TELEPHONE ~ equo~ ~ equal equal equal GROUND FAULT ~NTERRUPTOR OUTL~ ~ TENSION / ~ ~ K - -~ ~ HIGH ~T FIGURE ~ SURFACE MOUNTED CEILING F~ i ~ I ~ Y-O' HIgH ~LINO --- ~ ~ EX~ ~ SWITCH E~ERIOR SOFFIT ~ ~ I ~ ~ SC~N~D-I~PoRCH ~g~-~D~C~ ~-~ -~ ~ED~OoMEXmSTmN~ 2 ~ ~ F~OOR~C~P~CL~O0~ ~ ~,ORL,~T ,i ~ ~ ~ ~ ~ ~a~ ~ ~ ~ ARCHITECT ~ ~ CATHED~L CL~.~ i B ....... F~ // INSECT ~REEN UNDE~CKING ~ ~ ~ ~ P.O,~X 316 ~ ~ ~ EXT'~ ST~R zz CONT. H~ER: ~ m ~ ~ ~ ORE~, ~ 11944 ~ ~ ~ '~ DEN DINING AREA ~ ~ OWNERS , ~ ' H~DER:~ , ~ EXISTING EXT'G ~ JOHN ~ B~ W~NBERG ~ (~) ~,~x~-¥~ ~v~ ~ ~~ ~]~:~ KmTCHEN DECK ~ ~ c~ ,mK~.~n _~ ~ ~ N~ YORK, ~ -- DECK s'-~~, 0 0 ~; ~! ~ i;~, ~ DECK ~ 3'-0" HIgH ~ILING 4'-0" ~ ~E: 06/~/2~g - 8'-o" ~ ~ 1ST FLOOR P~N 1ST FLOOR P~N ~~'~ SCALE'. 3/16" = l'-O" O~ ~. NO I SECTION BRACKETS TO MATCH IEXISTING AT FRONT PORCH HURRICANE IA. RAFTER 2X10 BEAM 2X8 RAFTER~ Iiii STEP -- TRT'D 4X~ POST ON 8" DIA SONATUBE CONCRETE PIER 10'-0" TO MATCH EXISTINC PERFORATED PERIMETER DRAIN EXISTING DORMER (2) 1.75"X9-7/8" LVL W/ 1/2" STL. PL. FLUSH HEADER: HURRICANE CLIP RAFTER EXT'G ATTIC c 2X8 R.R. @ 16" O.C.- W~/ R-58 INSULATION T/PIN FL DR~LR EXTENSION REMOVE WALL / FOUND~ON BASEMENT EXTENSION EXISTING BASEMENT LEGEND NEW WALL EXISTING WALL DEMOLITION ROOF - ADDITION 50 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS FELT IN 120MPH REGION: 6 NAILS PER SHINGLE REQU'D SHINGLES TO MATCH EXISTING 5/8" CDX PL~OOD SHEATHING 2X8 ROOF RAFTERS 16" O.C. R-58 CLOSED CELL SPRAY FOAM INSULATION 1/2" GYPSUM BOARD ROOF OVERHANG AND TRIM TO MATCH EXISTING ADDITION TO THE ii! iii RESIDENCE SOUTHOLD ARCHITECT FRANK UELLENDAHL P.O.BOx 516 GREENPORT, NY 11944 TEL: 631-477 8624 WALL 2'X6" @ 16" O.C. 1/2" CDX PL~OOD TYVEK HOUSE WRAP RED CEDAR SHINGLE SIDING, TO MAPCH EXISTING R-21 HIGH DENSI~ BAl~ INSULATION 1/2" GYPSUM BOARD FLOOR CA 5" WIDE PINE FLOORING TO MATCH EXli 5/4" T&C $UBFLOOR, NAILED AND GLUED 2XlO FLOOR JOISTS @ 16" O.C, R-19 INSULATION FOUNDATION 5/4" SUBFLOOR, NAILED AND GLUED 2X10 FLOOR JOISTS @ 16" O.C. R-19 FLOOR INSULATION 2'X6'' TREATED SILL ~" CONG. SLAB w/ 6X6, 10/10 WWM REINF. AT BASEMENT EXTENSION CONCRETE DUST COAT IN CRAWL SPACE 2" 8" POURED CONCRETE WALL 1'-4" X 8" POURED CONCRETE FOOTING WITH 3-#5 REBARS - ~" ABOVE BOI~OM OF FOOTING 5/8"X12" ANCHOR BOLTS @ 48" O.C. BITUMINOUS DAMPPROOFING TO GRADE SILL SEAL TERMITE SHIELD SECTION A-A SCALE: 3/B" = 1'-0" OWNERS JOHN ~ BETH WRTENBERG 382 CENTRAL PARK WEST ,~r. 15R NEW YORK, NY 10025 TEL: 866'-466 8765 DA~: 05/28/2009 SCALE: 3/8' = 1'-0" SECTION A-A ©~ pw6, No BRACKETS TO MATCH EXISTING AT FRONT PORCH~ SHINGLES TO MATCH MAIN ROOF WRAPPED HEADER CUTFER 1X12 AZEK FASCIA BOARD 1X3 AZEK SKIRTING ASPHALT SHINGLES MAHAGONY BANISTER, POSTS AND HANDRAIL INSECT SCREEN UNDER oF 5/4"x6" IPE DECKING ADDITION TO THE "'Iii Iii 50'-0" ;N. 24"~iICK CRAVE~ PERFORAT;; ~ERIMETER DRAIN WITHIN WINDOW WELL TO MATCH EXISTING SOUTH ELEVATION SCALE: 1/4' = 1'-0" RESIDENCE SOUTHOLD ARCHITECT FR~K UELLENDAHL P.O.BOX GREENPORT, NY 11944 TEL: 631-477 8624 OWNERS WlFrENBERG 382 CENIRAL PARK WEST ~T, 15R NEW YORK, NY 10025 TEL: 866.-468 8765 DATE: 05/28/2009 SCALE: 1/4" = 1'-0" CONNECTORS CRITICAL PATH ~,~E A-7 DWG, NO · ~ ~ ~ ADDITION '~'/ ~ I~ TO THE : , ~ ----~~ ~L ~ ~~~ ~ ~ RESIDENCE SOUTHOLD ....... ~:.:..:.:.:, .: ...... : ..... ~ ~ ~ ~- ~ ~ ~ ~ /~ :':':':':':': ~':':':+':':':':"~ :':':':':':': ~ ~ ~ .-~ ~ ~--'- ~ ~ ~ --- ~ ~K~jARCHITECT ~ X X / '// ~~4~~ _" ' __~~ ~1 P.O,~X316 ~ X X ~ X X v/ ~= -- ~~ ~ --- ~1 GREEN~, ~ 11944 ~ / / SCALE: 3/1¢ :~~E ~ ~ , j i ~ ~ ~ , ~ ~ tt // ~ ~mv ~~~~-~ __ ===================== :::::::~:~:~ r ~ 1] ~1 I I / ,~ ~Y ~ ~ ~ --- L::::::::::::: :::::::::::::::~ ::::::::::::::~ ::':::::::':::: // ~111 ~ .- -~ , . ...... ~ ~ ...... . : ~:':'::'::':'-'::'::':::::::::'::":':':::':',~ '~~ ' - -~ ............. . .... .............-... _............. - .:.:.:.:.:.:.:. :.:.:.:.:.:-:. :.:.:.:.:.:.:.: :.:.:.:.: :.:: / ' ~ ::::::::::':::: :::::::::::::: :::::'::::::::: :::::::::':::': ~] ~: 5/16 = 1-0 :~:~:~:~:~:~:~: ~:~:~:~:~:~:~: ~:~:~::~:~:~: ~:::~:::: ~INORTH LEGATION :::::':':-:':': -.'::':':-::: '.'.'..'.'.'. b:-:~.:.'.--~ ~1 ' ' :_ ,~ NORTH ELEVATION D~I~.- SIMPSON H2A HURRICANE CLiP NAILED. FROM RAFTER TO STUD. - TYPICAL ALL RAFTERS 4 - 8d NAILS EACH END APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PLATE. 1ST FLOOR - LR, DR WRAP + NAIL STRAP ( 4 - 4d NAILS ) AROUND SILL PLATE AT ANCHOR BOLT (2) #5 REBARS CRAWL SPACE/ BASEMENT 8" POURED CONC. FOUNDATION W/ 1'-4" X 8" P.C. FTC. (3) #5 CONTINUOUS (3) #5 CONTINUOUS REBARS __ICE SHIELD UNDERLAYMENT REQUIRED - 24" FROM EDGE ROOF PITCH LESS THAN 3.5:1; REQUIRE FULL UNDERLAYMENT POSITION OF HURRICANE CLIP USE SIMPSON H3 PROVIDE 8d COMMON NAILS O 4" O,C. AT EXTERIOR EDGE OF ALL SHEATHING. HURRICANE TYPICAL. CLIP --HEADER DOOR OPENING 1/4" WIDE - 20 GAGE STRAP @ 48" OC. 4 - 8d NAILS SHEATHING TO SILL PLATE 8d NAILS O 4" O.C. x 6 S~LL PLATE ACQ TREATED. ALUMINUM TERMITE FLASHING X 12" A.B, @ 48" OC. WASHER. 12" from end of sill plates) SECTION ELEVATION HOLD DOWN + SHEAR CONNECTION CRITICAL PATH 1 1/4" WIDE - 20 GAGE METAL STRAPS FOR HEADER TO STUD CONNECTION ACQ SILL PLATE TOP OF WIDE - 20 GAGE STRAP @ 48" OC. MAXIMUM. ADDITION TO THE RESIDENCE SOUTHOLD ARCHITECT FRANK UELLENDA~L P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 B624 OWNERS ~llENBERG 3B2 CENTRAL PARK WEST ~°T. 15R NEW YORK, NY 10025 TEL: 866"-466 8765 DATE: 05/28/2009 SCALE: NTS CONNECTORS CRITICAL PATH D~G, NO ADDITION FRAMING NOTES NAILING SCHEDULE TABLE 5,1-WFCM TO THE J- Joint Description INail sizes INail spacing J 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR X ~Ra!ter [9 TaR P~te ,(,T,o,e-ggiled) T. ,Wall Height: 10 fL, Spacing 16" O.C. (Table 3.3A) 4~ 8d per ratter I BEYrER. L, ei~ing ,Jols[ to lop rla[e~ poeg~ailea) ~"/n~ per'i°'ist each lap Ceiling Joist to Parallel ~ader Lra~,e-nailed~] . Rim ~oard to Rafter (End-noised) 2 - 16d each end 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 5/4' MIN. THICKNESS. ALL EDGES OF ~_ FF~A~,'lh.,$ PL~OOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PL~OOD SUBFLOOR TO FLOOR JOISTS. ~Top ~P!a!e to Top, Plate, (Fac,eFnailed), ,, 2 - 16d .. ,per fo,ct., lop rlates at Jatersecdons, Lrace-nahea) 4 - 10d jolms-,,eocn mae 4. ALL HEADERS 6'-0" ANDOVERoSHALL,.___ BE SUPPORTED tod. to.St .d (roc ,;nai,ad) .... =-'Od c.c. RESID meaaer to Heaaer trace-no,lea) 16d 16" c.c. clang edges WITH DOUBLE UPRIGHTS, AND OVeR WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Top or Bottom Plate to Stud (End-nailed) 2- t~d per 2,~ stud SOUTHOLD ~INIMU~I OF 2-2XB OR AS SHOWN ON DRAWING. ~ - I~ ~rr ~××~ sJuu~ 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS ARCHITECT AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plate to Floor Jolst,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d per foot JJ O.C. MIN. PROVIDE 2' SPACE FOR AIR ~= FRANK UELLENDAI¢ 6. DOUBLE FRglING AROUND ALL OPENINGS ( sk~llghts, ~ois, t.to ~Silt~ .19p/~lote ~,r ,~irder (Toe-nailed) 4 - Bd par.jois[ stairs etc. ) OR AS NOIED ON DRAWINGS. tmo~mg To oo~st [Joe-no,earl 2 - 8d each eno ~B!ocFing !o J~.e'ist LT.oe-n..a, ile,a) ...... 2 - 8d each end~ OWNERS I~locmng~to bill or iop,~mte ~ ioe;-na,ea) 3 - 16d each block 7, DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL L,e.dgerb!rip, to ,Bea~m LFac, e..-noile.d,) ,, 3 - t6d each joist ~ JJOHN & BETH WlTF-.~B[R8 PARTITIONS OR AS NOTED ON DRAWINGS, amst on LeaDer to geam uoeT,nmlea) 3 - Bd per jo!s! ~J ~82 CE~ P~K W£ST ~Band Joist to Joist LE. nd-nail,ed) ,., 3 - 16d per last ~ /~T, 15R 8. ALL FLUSH WOOD CONNECTIONS SHALL B[ FASTENED ~and Jost o S I or iop Pate Toe-na~ea) 2 - 16d per foot ~l NEW YORK, NY 10025 WITH RATED GALVANIZED METAL CONNECTORS BY ~1 ~rEL:866=466 8765 "TECO" OR APPROVED EQUAL. ~c?= Structural Panels 8d 4' c.c..perimeter zone g. RAILING SCHEDULE SHALL BE AS PER THE N~¥.S. panel, 12' o.c. interior SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. DiagonaI.Boar~. Shea~,hing. 1. xB.orl x8 2-8d persuppo~ 10. PL~OOD SHEATHING TO BE NAILED WITH 8 d ~ 4" o.c. EXTERIOR E~ES AND 6 d ~ 12' o.c. INTERM£DIATE. Gypsum Wallboard I 5d I 7' edge / 10" field 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING '.~:~= h ~ AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels 8d 6" edge / 12" field AND STUD WITH GALVANIZED HURRICANE I'fPE 25 / ,~2" 8d edge / 6" field CONNECTORS BY "rEco" OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE 7" edge / 10" field CLIPS AT ALL PERIMETER JOIST TO GIRDER Gypsum Wallboard 5d 6" edge/. 12: field CONNECTIONS. Hardboard 8d 6" .<!1 I I I Podicleboord Panels Bd edge / 12 tleld 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Oio§oool Board Sheathing PACIFIC CPI SERIES WOOD-I-BEAMS AND LVL 1: x 6".or 1' x 8" 2 - 8d per suppod, PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1 x 10 or wider 3- 8d per support HEAD[RS SHALL HAVE BEARINO STIFFENERS INSTALLED AS PER ~NUFACTURERS RECOMMENDATIONS. WEB FLOC)R S~EATH NO STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND S ructura!,Ponels BEARING POINTS AT A MINIMUM./ or less 1' 8d 6~, edge ~ 1~' Deld HANDLING, STORAGE, AND ERECTION OF greaier than 1Od B edge 6 field ==,.~l SCALE: NFS COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal Board Sheaihiag RECOMMENDATIONS. 1 . x 6 .or J x o 2 - 8d per suppod, ~J FRAMING NOTES 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2' DIA. 1 x 10 or wider 3 - 8d per support ~J Nailing Schedule GALVANIZED MACHINE BOLTS @ 12" O.C.. ,.Nailing r, equ'rements ore, bo, seal.on ?,oil s`begthlng,nailed 6" ?n-cente~ at the .panel ,adage. If. wal) sh, eothing is ngile,,d o on-center ct the pane~ cage m adjoin nigner snear capockies ~ nailing regulrements TOt structural memDers snail j' be,,d, oubled , or cremate con,oectors such os s, he, ar plo!es s,h,Oll ,be, qse,d, to mgintain, the, Ioqd ,,ga, th. , , wnen wal sheathincL is continuous over connemea members, tne taau~atea numaer o7 nails snail ne permittea to A 0 12' , 12" , 12"j12' be reduced to I - ~d no per foot. g~° ~ DWG, NO