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Home My WebLink About35083-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 12/5/2011 CERTIFICATE OF OCCUPANCY No: 35315 Date: 12/5/2011 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 850 BLUE MARLIN DR SOUTHOLD, SCTM #: 473889 Sec/Block/Lot: 57.-1-30 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/11/2009 pursuant to which Building Permit No. 35083 dated 10/20/2009 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 addition with covered porch on an existing one family dwelling as applied for. The certificate is issued to Monteleone R Revoc Trust (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 11/1/11 35083 10/28/11 ~ut~ Priz~lUmbing & Heating FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35083 Z Date OCTOBER 20, 2009 Permission is hereby granted to: for : R MONTELEONE REVOC TRUST 15 OAK LANE BROOKVILLE,NY 11545 CONSTRUCT ADDITION AND INTERIOR ALTERATION (BATHROOM) TO EXISTING SFD PER APPROVED PLANS AS APPLIED FOR. at premises located at 850 BLUE MARLIN DR SOUTHOLD County Tax Map No. 473889 Section 057 Block 0001 Lot No. 030 pursuant to application dated SEPTEMBER 11, 2009 and approved by the Building Inspector to expire on APRIL 20, 2011. Fee $ 200.00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTItOLD 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 follosving: A. For new building or new use: 1. Final survey of propestY with accurate location of all buildings, pml~rty lines, streets, and unusual natural or topographic features. 2. Final Approval from Health D~pL of water supply and sewerage-disposal (8-9 form). 3, Approval ofel~:*xical installation from Board 6fFire Underwfitem. 4. 'Sw.om statement from plumber codifying that the solder used in system contains less than 2/I 0 of 1% lead. ~ 5. Commemial building, industrial building, multiple residenees and similar buildings and installations, a certificate of Code Compliaace'from architect or engineer responsible for the bnilding~ 6. Submit planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) don-conforming us~S, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusu/~rl natural or topographic features. 2. A properly Qogmpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimmirig pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00,. 2. CeFtifieate 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 $15.013, Commercial $15.00 Date. New Construction: Location of Property: ~ House No. Own6r or Owners of Property: Suffolk .County Tax Map No 1000, Sex:tion Subdivisi°n Permit No. 3z-)~-'~ .~'3 Date of Pelmit. Old or Pre-existing Building: Street % '~ Block Health Dept. Approval: Filed Map. Applicant:. IJndemtriter~ Appmvah Planning Board Approval: Request for: Temporary Certificate Foe Submitted: $ (O (check one) Hamlet Lot Lot: Fina! Certificate: / (check one) Town Hall Annex 54375 Main Road P.O~ Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (63 I) 765-9502 roger r chert~town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To; R Monteleone ~,ddress: 850 Blue Marlin Ddve City: Southold St: NY Zip: 11971 Building Permit #: 35083 Section: 57 Block: 1 Lot: 30 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: SITE DETAILS Office Use Only Residential ~ Indoor [~ Basement ~ Service Only ~ Commedcal Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Wall Fixtures Ill Smoke Detectors Main Panel AIC Condenser Single Recpt Recessed Fixtures I 61 CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixturel I Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures [~J TVSS Other Equipment: I exhaust fan Notes: Date: Oct 28 2011 81-Cert Electrical Compliance Form Town Hall 54375 M~.n Ro~d P.O. Box ll79 Southold, Ncw ¥onk 11971-09,59 Telephon~ (63 ! )765-1802 F~x (~31 ~ 76~~9502 BLm .DI~G DEPARTMH~r TOWN OF SOUTHOLD CERTIFICATION Buikli~g Permk Ixlo. ~0~ (Please pri~ Plumber: ~- K-~'~(Please ~( Ct t't-~ f'a(Jk i~' ~print) lead. I certify that the solder used in the water supply system contains less than 2/10 0'f 1% Sworn to b~fore me this I ~ clayof ;~- , 20 l ( Notary eubli~~ ~ [.~.._County TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FoUNDATION 2ND [ ] INSULATION ~FRAMING / STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION fiRE RESlST~'I' C(X4S'I~JCT.~ [ ] fiRE RESISTANT PENETRATH)N DATE INSPECTOR~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: [ ~/~"ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO~GH PLBG. [ ] FOUNDATION 2ND [ L ]~ISULATION [ ] FRAMING / STRAPPING [ ~ FINAL [ ] FIREPLACE & CHIMNEY [ ] fiRE SAFETY INS~ECTmN [ ]FIRERESlSTANTC0NSTRUCT~0N [ ]F~RERES~TAInFENETRAI~ON REMARKS: ~C/~~ ~'.~ DATE 765-1802 / INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ FIRE RESISTANT CONSTRUC'rlON [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) ! ~,~ELECTRICAL (FINAL) REMARKS: DATE ~ INSPECTO~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 / INSPECTION [ ~ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION 3 ya TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F~NDATION 1ST [ ] ROUGH PLBG. [~/~ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION REMARKS: ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FO~)ATION 1ST [ ] ROUGH PLBG. [ ~/OUNDATI~ [ ] INSULATION FRAMIN~/~S~I'RAPpI~ N~ [ ]FINAL FIREPLA~NEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCT~ [ ] RRE ~?TANT I]F. NETRATION REMARKS: ~/~'~-~ ~ ~ :~/~//~ ~/~/// ' _~ · DATE J FOUNDATION (lS~ ..................................... ROUGH F~G & ~L~ I ~r~ . ~S~ATION PER N. Y. STATE E~RGY CODE F~ ~D~ION~ COUNTS TOWN OF SOU1 BUILDING DEP/ TOWN HALL SOUTHOLD, NY TEL: (631) 765-1~ FAX: (631) 765-9~ SoutholdTown.N¢ SEP 11 2009 0221 BLDG. DEPT. rthFork.~N o~ solt~WlIT NC Examined ?//a0 ,20 d?~/? Approved Disapproved a/c / d//-~/, 20 (7~?' Expiration ,20// 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 Assess~nent Form Contact: Mail to: Phone: Building Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date ~&~ .-~-, , 20 ~ a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of Clans, 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 fbr 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. *"~i/a~"o f a~pl~lic~-.or n~a~e-, i~a corporation) l- (Mailing address of a'~plicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If avplicant is a corporation, signature of, duly authorized officer (Nakne 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 propose,d wo(k will be done: House Number Street Hamlet County Tax Map No. 1000 Section ,5' '7 Block d31 Lot ._Wd) Subdivision '.-5oct~k, old ~_gkto ~ Filed Map No. ,3 ~ Lot ~ State existing use and occupancy of premises and intended useland occupancy of proposed construction: a. Ex~stlng use and occupancy b. Intended use and occupancy Nature of work (check which applicable): New Building. Repair Removal Demolition Other Work Estimated Cost If dwelling, number of dwelling units If garage, number of cars Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor ~ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ~-1 ~ Rear ,h/~~- ' Depth Height C2 ~,~ Number of Stories Dimensions of same structure with alterations or additions: Front ~to~-' Depth ,_92~, Height q;~' Number of Stories 8. Dimensions of entire new construction: Front zazo)- ' Rear Height c--2,9~,' Number of Stories Size of lot: Front 10. Date of Purchase I 1. Zone or use district in which premises are situated Rear ~ 0~9 ~ Depth Name of Former Owner ¢ ~t"J,q (~b( Rear Depth 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 o[premiscs tcV~K_ t~oa'[r-I CAddress. lSc~.krm~--~L'tt~°°v""~'l~(}ne No. (~tO ~,'-z'/- ~43T7 Name of Architect ,..~rOJd ',.zTJ-g..~eI ( Address ~Ta_ fla,;~ ,.g~. -Sodata'~o'~e No 0)04 -ODA 0 Name of Contractor 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 ora 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 · IF YES, PROVIDE A COPY. NO ~ STATE OF NEW YORK) SS: COUNTY OFt-~oIK_ ) ~Cz-~},-L~]--~v0, ~J~ ~"~P&_~L~U'L_ being duly swom, deposes and says that (s)he is the applicant (Name of indi¥idual signing contract) above named, (S)He is the /~&tk-P- ,-) (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. Sworn to before me thist-' , _~'~ day o f (~IA4 ~k,'~ 20(5~ //~/~ Sig~at~pplicaht ~/ Board Of $outhold Town Trustees SOUTHOLD, NEW YORK PERMIT NO. ~68~ ................... DATE: .D.~mb~L..~.~, ISSUED TO .......... ~:.~...~:.~...~ .o.~.e.~ ........................................................ Authorization Pursuant to the provls~ons of Chapter 615 of the I~ws of the State of New York, 1893~ end Chapter ~ of the ,L~. ws of the State of New York 1952~ end ,the Southold Town Ordinance en- titled "RE~ULATIN~ AND THE PLACIN~ OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, ~RAVEL OR OTHER MATERIALS FROId LANDS UNDER TOWN WATERS:" and in scoordance with the Resolution of The Board adopted at a meeting held on D~cembe~.. 18 19. ~..., and in consideration of the sum of $..Z50~)0 paid by ................. ~o~.~ell~...Me~r. ia~...o~, behe~C ..05 l~r.,...~o~x~eleo~ ............ of N.Y. and subject to the Terms and Conditions I~sted on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: To cover existing concrete porch and steps with timber Square off porch by addding 8' X ~5' timber .deck. Install two sets of timber access stairs. Also 8' X 12' deck landward of ~et;s existing bulkhead and 3' X 60' walkway between decks- all in a~cordance with the detailed Spec~¢ations as presented ;n the or;cj;nating appllc~ti0n. IN WITNESS WHEREOF, The said Board of Trustees here- by causes, ifs CorPorate. S?I fo be affixed, and these presents fo be subscribed by a malor,ty of the said Board as of this date. New York State Department of Environmental Conservation Division of Environmental Permits Rm 121, Building 40-SUNY Stony Brook, New York 11790.2356 Telephone (631) 444-0365 Facsimile (631) 444.0360 Denise M. Sheehan Commissioner LETTER OF NON-JURISDICTION Ms. Rosemary A. Monteleone 15 Oak Lane Old Brookville NY 11545 Dear Ms. Monteleone: September 6, 2006 NYSDEC # 1-4738-00570/00009 Monteleone Property 850 Blue Marlin Drive Southold NY SCTM # 1000-57-1-30 Based on the information your agent has submitted and additional Department information, the New York State Department of Environmental Conservation has made the following determination. The portion of the referenced property landward of the l0 foot elevation conto, ur interval on a natural gradual slope, as shown on the survey prepared by Joseph A. Ingegno last revised on 8/21/06, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in acc~. rdance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661) no permit is reqmred under the Tidal Wetlands Act. Please be advised, however, that no construction, ~ oedu~mld~..n.tation, .or..disturbance of a~..~y kind may take place seaward of the tidal wetlands jurisdictional es, as ln~.lcated above, w~thout..a perrait. It is your responsibility to ensure that all necessary pre?utions are taken to. pr. event any sedimenta~on or other alteration or disturbance to tl?.e ground surxaee or vegetation w~thin Tidal. Wetlands jurisdiction which may result from yo.ur, project. Such preeantions may inelu .de maintaining adequate work area between the tidal wetland jurisdictional ,boundary and y, ou.r .project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, Da~flcr, or l'lay oale DcI'm. Please be further advised that this letter does not relieve yot necessary permits or approvals from other agencies, j / Dep~ CC: Land Use Ecological Services, Inc. Marine Habitat Protection file ny L !eland ~ ~it Administrator REScheck Software Version 4.3.0 Compliance Certificate Energy Code: Location: Construction Type: Heating Type: Glazing Area Percentage: Heating Degree Days: Construction Site: Compliance: Maximum UA: 96 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Non-Electric 13% 5750 Owner/Agent: Monteleone Southold, NY Your UA: 86 Designer/Contractor: ar Design Studio architect pc 87a Main Street Southampton, NY 11968 Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Window 2: Wood Frame:Double Pane with Low-E Window 3: Wood Frame:Double Pane with Low-E Window 4: Wood Frame:Double Pane with Low-E Window 5: Wood Frame:Double Pane with Low-E Door 1: Solid Wall 2: Wood Frame, 16" o.c. Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space Furnace 1: Forced Hot Air 78 AFUE Air Conditioner 1: Electric Central Air 13 SEER 225 19.0 0,0 11 304 19.0 0.0 12 15 0.350 5 15 0.350 5 15 0.350 5 20 0.350 7 14 0.350 5 20 0.330 7 304 19.0 0.0 18 225 19.0 0.0 11 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements, When a Registered Design Professional has;s,~rs mped and signedl[l~s's page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specj~cations are in coml~lia~ce with this Code. ar Design~Studio architect pc [[ .j~ jy~..~] Name - Title i~.~re v Date Project Title: Report date: 10/19/09 Data filename: Untitled.rck Page 1 of 4 REScheck Software Version 4.3.0 Inspection Checklist Ceilings: Ceiling 1: Flat Ceiling or Scissor Truss, R-19.0 cavity insulation Comments: Above-Grade Walls: i~ Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: ~1 Wall 2: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: [] Window 1: Wood Frame:Double Pane with Low-E U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes No Comments: [] Window 2: Wood Frame:Double Pane with Low-E U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes No Comments: Ct Window 3: Wood Frame:Double Pane with Low-E U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes No Comments: [~ Window 4: Wood Frame:Double Pane with Low-E U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes No Comments: ~1 Window 5: Wood Frame:Double Pane with Low-E U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes No Comments: Doom: [] Door 1: Solid, U-factor: 0.330 Comments: Floors: [] Floor 1: Ali-Wood Jois'JTruss:Over Unconditioned Space, R-19,0 cavity insulation Comments: Heating and Cooling Equipment: r~l Furnace 1: Forced Hot Air: 78 AFUE or higher Make and Model Number: [~ Air Conditioner 1: Electric Central Air: 13 SEER or higher Make and Model Number: Project Title: Report date: 10/19/09 Data filename: Untitled.rck Page 2 of 4 Air Leakage: ~l Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights are 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials, if non-lC rated, fixtures are installed with a 3" clearance from insulation, Vapor Retarder: ~1 installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification and Installation: F-I Materials and equipment are installed in accordance with the manufacturer's installation instructions, [] Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. [] Insulation R-values and glazing U-factors are cleady marked on the building plans or specifications. 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 are insulated to at least R-4. [] Supply ducts in unconditioned spaces are insulated to at least R-8. [] Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [] The HVAC system provides a means for balancing air and water systems. Temperature Controls: [] Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate electric meters exist for each dwelling unit. Fireplaces: [] Fireplaces are installed with tight tiffing non-combustible fireplace doors. [] Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Cede of New York State or the New York City Building Code, as applicable, Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system, Circulating Hot Water Systems: [] Circulating hot water pipes are insulated to the levels in Table 1. Heating and Cooling Piping Insulation: I~ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Swimming Pools: All heated swimming peols have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Project Title: Report date: 10/19/09 Data fllename: Untitled,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 Mains and 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 Fluid Temp. Piping System Types Range(OF) Insulation Thickness in Inches by Pipe Sizes 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, Refdgerant and 40-55 0.5 0.5 0.75 1.0 Bdne Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project Title: Report date: 10/19/09 Data filename: Untitled.rck Page 4 of 4 -~ Town of $outhold Erosiml, Sedimentation & Storm.Water Run-off A~$ESSMENT FORM ~ LOCA'flo~ LC.TJL l: TIlE AC~110~8 MAY REG4HRE THE BUIMISIIOfl OF A i°°o g"'7 Ol .2~' ' - mm NU,.b.c * p,'OTG: No 1 2 3 4 6 7 9 Is ~ts Pm~e~t ~Nn ~m Tmat~n ~i~on ~ wV~ln One Hundred (10~) lee( d a We~nnd ~ Beach? One H.,,~,~I (This Item will NOT In~u~ the InMMlat~t of Ddvevmy Apr°ns.) Will I1,,.~ Pro/~cl Re~ Site P~ will~n th. O~e Hund~d (I00) Year FI~ d any Wa~,~:~,qe? Y~ No STATE OF ~ YOl~. ' ~ ., ............................... ~ ~or ~ of~ ~ ~s, ~ b ~ ~ m ~ ~ ~ ~ ~ ~ ~ ~d ~ ~t ~ ~rk ~ ~ ~o~d ~ ~ ~n~ ~ f~ in ~c ~p~ ~ ~&. ................. ~.~.~ ........... ~_._~.}~....~r. ......... ..................................... FORM - 06/07 N~ Pub~, ~.m 0f N~ v~ Q~lifl~ in Su~lk ~ T~m ~pi~s ~m~r 31r 2011 Town Hall Annex $4375 Main Road P.O. Box 1179 Sou~hold, NY 11971-0959 Telephone (631) 765-1802 ro.qer, richert(~,~ (wn~!~oT~So~ nV. us BUILDING DEPARTMENT TOWN OF SOUTHOLr~ APPLiCATiON FOR ELECTRICAL ~NSPECT~ON REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: Date: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: ,~? Block: (' Lot: *BRIEF DESCRIPTION OF WORK (Please Print Cleady) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed]. *Sen/ica Size: I Phase 3Phase YES / NO Rough In YES / NO Final 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead ~, PAYMENT DUE WITH APPLICATION *New Service: Re-connect Additional Information: 82-Request for Inspection Form BUILDINGPERMITEXAMINERCHECKI,IST *Date Submitted: / /06/07 *Date Reviewed: / /06/07 Applicant~[~ ~, ~-~('~_~3/~.~tq ~c~v~ Owner: ~_ . /~/d~O~(.3~ ~'~l/'~:~C -/'-/f~ Architect/Engineer: '~6 lho&cJ~,._~-.a.cc~, / SCTM# 1000- ~ '~ - / ~ ~) Subdivision: Estimated Cost: ~d O d 0 Zone: ~ q/~ Conforming? Property Address: J>'~ ~/t~/'~f/r~ ~)r'c- City:~a ~ ~ /~ Pre COs? - Building Permits (Open/Expired): BPY~&/~0 Z-~nfo: ~ BP/~/C/0 Z-~fo: ~ BP~-Z / C/O Z- , Info: BP ~ -Z / C/O Z-~, Info: BP ~-Z / C/O Z- , Info: Single & Separate Search Required? Y o~termination: ~Q.~tSize: ~ ~ ~ v ACT. ~t Size: ~ ~ ~.~tCov. ~V ACT.~tCov./~. ~Q. Front ~ ACT. Front ~ ~ ~Q Side/~ACT. Sid~~Q. Rea ~ PROP. Rea~ ~Q. Height ACT. Height. / ,/,; ./, , c t waterfron~ Y or N? ' ~ If yes, water body: Panel~ Flood Zone: Bul~ead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y or N- If yes, *Bed#: *Date: / / *Permit#: - If no, certification required: Y or N Received: Yor~k__Ry~ /____~ NYS DEC: PRE-DEC 9/1/75 Y oF N - Date: / / Permit #: r N~_~tter Southold Trustees: Y or N- Date: __/ / Permit #: o NJ~tter-Notes: Southold ZBA: Y or N- Date: / / Permit #: - Notes: Town Septic: Y or t - Notes: Southold Planning: Y or N - Date: /__/ Permit #: -Notes: Town Landmark C of A: Y or N DTE: Notes: ~_.,/ _(~<~ / / *NYS CODE Compliance (page 2): Y or N Fee Structure: Calculation: Foundation: SF 1. ( SF)- ( SF)- SF X $ =$ First Floor: SF + hfitial Fee: $ Second Floor: SF + Additional Fee ( ): $ Other: SF 2. ( SF)- ( SF)= SF X $ =$ Total: SF + Initial Fee: $ + Additional Fee ( ): $ TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRiTERIA: Ground Snow Load: 45 Weathering: Severe__ 'Frost Depth: 36"__ Design Temp: 11 __ Ice Shield Underlay: YES __ USE/OCCUPANCY CLASSIFICATION: HEIGI~IT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTiVE FULL FP,2AMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N CEILING JOISTS: YfN FLOOR JOISTS: YfN LU1M[BER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N L~IVE: YfN DEAD: Y/N SNOW: Y/N SEISMICi Y/Iq xfirIND: WD,IDOW AND DOOR SCHEDULE: · MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: ¥/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING I(ISER D[AGILAM: Y/N LOCATION OF FIRE PROTECTION EQUIJqx{ENT: Y/N TRUSS DESIGN: Y/N CERTIYICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPL1ENCE? Y/N (RETURN TO PAGE ONE) Wind Speed: 120MPH__ Seismic Design Category: B Termite: M-H Decay: S-M Flood Hazards: GLILD ERS: ¥/N ROOF RAFTERS: TOWN OF $OUTHOLD PROPERTY RECORD CARD ES. ~ S~S. VL FA~ COMM. CB. MISC. Mkt. Value q~ NOeL BELOW ABOVE .~ I ~ :ARM Acre Value Per Value I liable 2 oodl~nd ~Nl~nd FRONTAGE ON ROAD ~tol D~K COLOR TRIM ¸ ¥, :.xten si~/-"~ -~xtensio/n~ Extension Porch Breezeway ~aroge Patio Total ,5'0o Foundation 3asement Ext. Walls Fire Place Roof Recreation Room Driveway Floors Interior Finish Heat Rooms 1st Floor Rooms 2nd Floor Dinette DR. BR. FIN. B. EXISTINO LOT COVERAOE DAT~ DESCRIPTION AREA % LOT COVERAGE HOUSE (INCLUDING FRONT SLATE STOOP 1,489 sq. ff. 6.$9% CHIMNEY & BAY WINDOW) WOOD DECK & STEPS 748 sq. ff. 5.21% WOOD WALK 258 sq. ff. 1.02% / \ \ \ ~o~ (~ NOTES: 1. ELEVA E) E) 2. FLOOI FLO01 ZO~ ZOh DR. P SURVEY OF LOT 9 TEST HOLE DATA ?dAP OF '~- ~ :,'~- .... C'r)~ SOUTHOLD SHORES FILE No, 5853 FILED ON AUGUST 29, 1963 ~-,~ ..... ~ ~ ~ SITUATED AT ~ D ARSHAMOMAQUE ~ow~ o~ so~o~ ~ SUFFOLK COUNTY, NEW YORK ~ ........ ~ ~ ~.c. ~x .o. ~ooo_._o~_~o ] -- SCALE 1"=20' ~ , ~k ~ ~ ~ '[~. ~ ~ ~x~sr~,~ co,mu, u,~s ~,[ s.ow, ~.us ........... ~o~o~ ~o~ fo~ ~ ' .............. Land SE rveyor TEST HOLE DATA EXISTING LOT COVER, AGE DATA ADJACENT LOT AREA = 25,296.52 sq. ff. DESCRIPTION AREA % LOT COVERAGE HOUSE (INCLUDING FRONT SLAI~ STOOp 1,489 sq. ft. 6.S9~ WOOD DECK & STEPS 745 sq. fl, 3.21~ WOOD WALK 258 sR. ft. 1.02% WOOD DECK 100 sq. ft. D.45~ BRICK WALK 88 sq. ft. 0.35% DRIVEWAY 2,487 sq. ft. 10.68~ TOTAL EXISTING 5,150 sq. ft. 22.11~ PROPO,gED LOT COVERAGE DATA ADJACENT LOT AREA = 2S.296.52 sq. ff. EXIST. HOUSE WITH PROP. ADDITION 1.718 sq. ff. 7.37~ PROPOSED STEPS SS sq. fl. 0.23% EXIST. DECK & STEPS 748 sq. fi. 3.21% EXIST. WOOD WALK 258 sq. fl. 1,D2% EXIST. WOOD DECK 100 sq. ff. 0.43% P/O EXIST. BRICK WALK 69 sq. ff. 0.50~ DRIVEWAY 2,487 sq, ff. 10.66% TOTAL PROPOSED 5,413 sq, fl. 23.24% / +/ 0 0 NOTES: I% '-% %1 \ i SURVEY OF LOT 9 MAP OF SOUTHOLD SHORES FILE No. 3853 FILED ON AUGUST 29, 1963 SITUA TED A T ARSHAMOMAQUE IOWN OF SOUTHOLD SUFFOLK S.C. TAX COUNTY, NEW YORK No. 1000-57-01-30 SCALE 1 "=20' FEBRUARY 24, 2006 MAY 18, 2006 ADDED PROPOSED ADDITIONS AUGUST 21, 2006 ADDED TOPOGRAPHICAL SURVEY SEPTEMBER 1, 2006 REVISED TO SHOW PROPOSED 4 BEDROOMS JUNE 19, 2009 REVISED PROPOSED ADDITION AREA = 23,296.52 sq. ff. 0,555 ac. EXISTING ELEVATIONS ARE SHOWN THUS: 5~ EXISTING CONTOUR LINES ARE SHOWN THUS: 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 5610~C0159 ZONE AR: BASE FLOOD £LEVATIONS DETERMINED ZONE X*: ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM G AREAS OF 500-yEAR FLOOD; AREAS OF IO0-YEAR FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM IO0-YEAR FLOOD. LEGEND: EXISTING LEACHING POOL EXISTING SEPTIC TANK PROPOSED 6' DIA. X 3' FOR ROOF RUN-OFF DEEP DRYWELLS WITH GUTTER LEADERS DRAINAGE SYSTEM CALCULATIONS: PROPSED ADDITION ROOF AREA: 280 sq. ff. 280 sq. ft. X 0.17 = 48 cu. ff. z~8 cu. ff. / 22.3= 5 vertical ff. of 6' dia. PROVIDE (1) 6' dia. X 5' high STORM DRAIN le~ching pool required POOL THE EXISTENCE OF RIGHTS OF WAY AND~OE EASEMEN?S OF RECORD~ IF ANY, NOT SHOWN ARE NOT GUARANTEED. N Y,S, Lic. No, 50467 Nathan Taft Corw n III Land Surveyor PHONE (631)727-2090 Fax (631)727-1727 G F H E I EXISTING DINDING EXISTING KITCHEN EXISTING GARAGE EXISTING FOYER 6'-10" 15'-0" 12'-0" 42'-0" EXISTING PORCH ROOF FIRST FLOOR PLAN SCALE 1/4" = 1'-0" D T M AN N EXISTING LIVING 1S'-O" EXTEND PORCH ROOF & S 0 N S NOTES: GROUND SNOW LOAD = 45 PSF WIND SPEED = 120 MPH EXPOSURE CATEGORY = B SEISMIC DESIGN CATAGORY = C WEATHERING = SEVERE FROST LINE = 56" TERMITE = MODERATE TO HEAVY DECAY = SLIGHT TO MODERATE WINTER DESIGN TEMP = 11 AIR FREEZING INDEX = 599 ICE SHIELD UNDERLAYMENT = YES FLOOD HAZARDS = 1998 FIRM MAPS LIVE LOAD = 40 PSF DEAD LOAD = 20 PSF ROOF UPLIFT LOAD: PERMITER EDGE ZONE = 57.2 PSF INTERIOR ZONE = 29.6 PSF WALL SHEATHING SUCTION LOAD: EDGE ZONE = 29.1 PSF INTERIOR ZONE = 24.6 PSF USE/OCCUPANCY CLASSIFICATION = SFD HEIGHT = 26'-10" FIRE AREA: FIRST FLOOR = SECOND FLOOR = TYPE OF CONSTRUCTION = TYPE V ALL FRAMING LUMBER TO BE DF#2 DESIGNED BY PRESCRIPTIVE METHOD C 0 N T R A C T 0 R 15'-0" EXISTING HOUSE FOUNDATION EXISTING PORCH 12'-0" 42'-0" NEW CRAWL SPACE 15'-0" PLUMBER CERTIFICA 2N LEAD CON'"- TIOA ~RT/FIC'A ~,;~ ~E~T,,,,BEFORE u~- ~CUPANc) ~OLDER USED IN W~ ~ FOUNDATION PLAN SCALE 1/4" = 1'-0" OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIF!?, OF OCCUPAN,?7 UNDERWRITERs CERTIRc,~ REOUIRED AI, I. OONSTR APPROVED FOLLOWING r''c ' FOR POui L , RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE T~' , ~DD~. NO. DATE REVISIO~ WARNING DRAWING TITLE PLANS PROPOSED ADDITION MONTELEONE BLUE MARLIN DRIVE SOUTHOLD ar design studio architect pc 87a main ~treet apt 3a tel 631204.9210 fax 631.204,6208 donald Jewell architect southampto~ new york 11966 e mall dJewellamh@hamptena,com OTION SHALL tEMENTS OF T) I;~ ALL PLL'~MEING WASTE OT'-'~ %I'~;'mTON OF NA FL." J EcTIONS 18 OCT 09 1 OF4 TAO1-ALL 0540 G F H E I D T M A N N S N S C O N T R A C T O R EXISTING BEDROOM EXISTING BEDROOM II EXISTING MASTER BEDROOM " EXISTING HALL II II -- II EXISTING BATH ~ I I I I NEW F3RCH LE_: a5 L~_--_a; 42'-0" EXISTING PORCH ROOF EXTEND PORCH ROOF SECOND FLOOR PLAN SCALE I/4" = 1'-0" NO. DATE REVISION WARNING DRAWING TITLE PLANS PROPOSED ADDITION MONTELEONE BLUE MARLIN DRIVE SOUTHOLD al' design studio architect pc donald Jewell architect 87amalnslTeet apt~a eoUthlmpten newyodcllg~8 tel 631.204.9210 fax 631.204.9208 e mall dJewelllrch@hamptena.com 18 OCT 09 OF4 TA01-ALL 0540 F H E I D T Ivl AN N EXISTING HOUSE NEW PORCH ' ! NEW 2X6 ~) 16" OC ON EXISTING PORCH FTG NORTH ELEVATION SCALE 1/4" = 1'-0" & S O N S ALL MATERIALS AND COLORS TO MATCH EXISTING HOUSE EXTEND EXISTING PORCH ROOF NEW 2X6 ~16" OC ~NEW 8" CONC FDN ON 8" X 16" CONC FTG WIN 3'-0 BELOW GRADE C 0 N T / / / R A C T O R EXISTING HOUSE WEST ELEVATION SCALE 1/4" = 1'-0" NO, DATE REVISION WARNING DRAWING TITLE ELEVATIONS PROPOSED ADDITION MONTELEONE BLUE MARLIN DRIVE SOUTHOLD ar design studio architect pc donald lewll Irchltect 87a main street apt 3a iouthampton new york 11968 tel $31.204.g210 fax 631.204.9208 e mall dJewellarch@hamptona.com 21 JUN 09 20Fi TAO1-ALL 0540 G F H E I D T M A N N &: S O N C O N T R A C T O R EXISTINO 5" VTR ROOF 2ND FLR. ASPHALT SHINGLES TO MATCH EXISTING $0# FELT ~" CDX ROOF SHEATHING 2X10 RAFTERS @ 16"0C R-20 FIBERGLASS BATT ¢2" SHOWER RISER DIAGRAM NOT TO SCALE 4" 1ST FIR. ~'EXISTINO WASTE LINE 6" FASCIA ,1/4" CDX PLYWOOD W/LINEAR EAVE VENT SIDING TO MATCH EXISTING HOUSE TYVEK HOUSE WRAP ~" CDX SHEATHING 2X6 @ 16"0C R-20 FIBERGLASS ,v2" SHEETROCK BATT NEW CONCRETE WALL FINISHED FLOORING ~" CDX SUBFLOOR R-20 FIBERGLASS BATT 2X10 @ 16"0C 2X6 TREATED SILL ON 8" ALUMINUM TERMITE SHIELD I FEXISTING CONCRETE WALL ON SILL SEAL ANCHOR BOLTED @ 4'0C PREFORMED WATERSTOP 8" CONC FDN WALL ON 8X16 CONC FOOTING MIN $'-0 BELOW GRADE CONCRETE WATERSTOP SCALE 3/4" = 1'-0" 2" CONC HOUSEKEEPING SLAB 12 4 ATTIC NEW STUDY NEW CRAWLSPACE SECTION SCALE 3/4" = 1'-0" I / / I I / / Ii I /i / I/ I / / // / // // / // / // / // / /I / // / // / // / // / // / // / // / // / // / // / :~' / I / / / / / / EXISTING HOUSE NO. DATE REVISION WARNING DRAWING TITLE ELEVATIONS PROPOSED ADDITION MONTELEONE BLUE MARLIN DRIVE SOUTHOLD ar design studio architect pc dOfllkl Jewell architect 87s main street spt 3a southampton new york 11968 tel 631.264.9210 fax 631.204.9208 e mall dJewelfarch@hamptons.com 18 OCT 09 TAO1-ALL 0540 NO. DATE REVISION SIMPSON STRONG TIE H2.5 SIMPSON STRONG TIE H2 (To be used if sheathing does not overlap fop plate) DISTANCE AND STRAP SIMPSON STRONG TIE LSTA-24 SIMPLIFIED WALL SHEATHING PRESSURE & NAILING ZONES WALL SHEATHING NAILING SCHEDULE Straps Installed every 4' ZONE 5 ZONE 6 FIELD 12" O.C. 12" O.C EDGE 6" O.C. 6" O.C, ALL ,12" EXT, PLYWOOD WALL SHEATHING TO BE SECURED WITH 6D COMMON NAILS 2" X 11 Y2" GA.. PATTERN AS INDICATED ABOVE. DOOR AS N TOP PLATE HEADER INSTALL "SIMPSON STRONG-TIE" LSTA @ EACH END OF HEADER ~ JACK STUDS TYPICAL DETAIL @ degree = 0.009 rod. EXTERIOR HEADER Note: a= 4 feet in all cases SIMPSON STRONG IUT11 Tie SIMPSON STRONG Tie IUT11 (with web stiffener) WINDOW GLASS WINDOW SILL HEADER STUD SHEATHING NAILS AT BOTTOM OF HEADER NAILS AT TOP OF HEADER PLYWOOD STORM PANEL SHUTTER DETAIL tiNG TO ~LA~ TOP @ 4" O.C. 0 6" O.C. FASTENERS AS NOTED IN SCHEDULE ABOVE PLYWOOD AS NOTED VERTICAL &: HORIZONTAL STIFFENER Z' sub~or to joist or ~er, olind and face nail Sole plate to joist or olocklng, face nail 1" x 6~' sheathing to each Leanng, face n~Jl 5/16 - 1/2 6d C~mmon Nail (Subloor, Wall) S 12 ad Cemrrcn N~I 19/32 - 1 8d Cemmc~ Nail S 12 I 1/8 - 1 1/4 10 C~ft~rrloq Nail ~r S 12 8d De~ormed Nail DESCRIFqlON OF BUILDING MA~RIALS SPACING OF FAS~NERS Edges (inches) Intenmadiate 8uppoffs c,e (inch~ 1/2" RagUar ce[Iolosle I1bedx~am sheathing '~2'r Structural celIulosat ~1 herL~ sheathing common n~]l staple 18 ga., 1 t/2 Io~lg For SI: 1 Inch=25.4 mm, 1 Foot--304.8 mm, 1 Mile P=r Hoar-l.609 km~n a. All nails ~re smooth-common, box or deformed shanks except where otherwise stated. Na~ls used for Ex,ming and sheathing connections shall have minimum average bendb~g yield s~xengdis as follows' 80 ksi (551 Mpa) for shank diameter of 0.192" (20d Common Nail), 90 ksi (620 Mpa) for sha~k dimaeters larger than 0.142" but not l~rger than 0.177" and 100 ksi (689 Mpa) for shank dimaeters of 0.142" or less. b. Staples ~re 16 gage wife and have a midimum ?/16-inch on diameter crown width c. N~ils shall be spaced at not more than 6 inches, on center at all supports where sp~ns ~re 48'inches or greater, d, Four-foot-by-8-footor4-foni-by-9-footpancls shafl be applied vertically, e. Spacing of thstenors not included in this table ~hafl be based on Table R602.3(1). f, For regions having basic wthd speed of 110 mlpb or greater, 8d d~fonned nails shall be used for attaching plywood and wood s~xucmral panel roof sheathing to framing within n~inlmum 48-inch distance from gable end wafls, if mean roo£height is more than 25 f~et, up to 35 feet maximum, g, For regions having basic wind speed of ~00 mph or less, nafls for at'aching wood structural Panal roof sheaththg t° gable end wall framing shall b~ spaced 6 inches on eentar, When basic wLnd speed is greater than 100 mph, nails for atta~lfing p~nal roof sheadiing to intermediate suppor~s shall be sp~ced 6 inches on center for minimum 4S-nich distance from ridges, eaves and gable end walls, and 4 inches on center to gahl[e end walls; and 4 thebes on cenmr to gable end wall framing, h, Gypsum sheathing shall con form to ASTM C ~79 and shallbe installed ~n a~¢°rdanee with GA 253' Ftheth°ard sheathing shall conform to ASTM C 208. i. SpAcing of fasteners on floor sheathing panel edges applies to panel edges supported by flaming members and at all floor perhneters only. SpAcing of fasteners on roof sheathing p~nal edges applies to psnel ~dges supported by framing members and at all roof plane perimeters. Blocking of roof ~r floor sheathing panel edges p~rpendicnlar to the framing members shall not be reqaired except at intersection of adjacent roof plrmes, Floor and roof perimetar shall be supported by frying members or solid blocking. WARNING, / / DRAWING TITLE DETAILS COMPONENT AND CLADDING PRESSURE ZONES NUFLGERS INDICATE NAILING ZONES ZONE ~ I ZONE 2& ZONE ~1 ZOHEAI [FIELD J3" O.C. lEDGE I 4" o.c. ALL ~" EXT, pLYWOOD WALL SHEATHING TO BE SECURED WITH 8D COMMON NAILS - 2-~" I0-~" GA. - PATTERN AS INDICATED ABOVE FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL NEMBERS" - TABLE R-602.5 (I) OF THE RESIDENIAL CODE OF HEW YORK STATE. TABLE R501.2.1.2 WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS (a,b,c,d,) FASTENER SPACING 6f FASTENER 4 foot Pane~p, an__ TYPE Panel :Span Panel Sgon ~ 4 foot ~ 6 foot ~< 8 fOOT 2 Yz" #6 16'" 12" 9" Wood Screws 2 Y2" #S 16" 16" 12" Wood Screws This table Is based on 120 mph wind speeds and a 33 foot mean roof height. b. Fasteners shall be Tnsfalled of opposing ends of the wood structural panel. c. Nails shall be lOd common or 12d box nails. d. Where screws are attached to masonry or masonry/stucco, they shall be attached utilizing vibration resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. R301.2.1.2_ Internal ~ Windows in buildings located in wind-borne debris regions shall have glazed openings prefected from wind-borne debris or the building shall be designed as a padlally enclosed building in accordance with fha "Bulldlna_ Code of New York State, Glazed opening protection for wind-borne debris shall meet fha requirements of the Large Missle Test of ASTM E lg96 and of ASTM E 1886 referenced therein. 'r ar design studio architect pc donald Jewell architect Use Live Load Exterior balconies 60 Decks 40 Passenger vehicle garages 50 Attics without storage 10 Attics with storage 20 Rooms other than sleeping rooms 40 Sleeping rooms 50 Stairs 40 Guardrails and handrails ZOO 87a main street apt 3s southampton new yolk 11968 tel 631.204,9210 fax 631104.6206 e mill djewellamh@hImptons,com 1/2" PLYWOOD PANELS ANCHOR TOP VIEW three-second gust wind velocities of Figure R~01.2(4) shall be conveded 2X4W/3' fo fastest mile wind velocities using Table R301.2.1.3. SIMPSON POST CBSO TABLE R 501.4 Exceotlon: Wood structural ponds with o minimum thickness of ~6 inch MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS end o m~xlmum span of 8 feet sho!l be permifled for openin,g , , (In pounds per square foot) protection in one and two story buiidmgs, Panels shell be precuf to , cover the glozed openings with oflachmenf hardware provided, Affachmenfs shall be provided in accordance with Table R301.2.1.2 or shall b.e designed to resist the compone, nfs and cladd,!ng, loads . FRONT VIEW determined in accordance wlth the prowsions of the Bulldlna Code of . ~/~ ,~woo.. -.= onE501'2'1"~ WEnd soeed conversion. When referenced documents ore basedfastest mile wind speeds, the GENERAL CONDITIONS 2) 3) 4) The contraetor is responsible for checking all dimensions and conditions on the job. Where conditions prevent obtaining dimensions they should be checked by engineer. Construction contractor and his subcontractors agree that in accordance with generally aneepted construction practices, constmetion contractor and ins subcontractors will be reqmred to assume sole and complete responsibility for job site condittons during the course of construction of the project mcluding safe~ to all persons and property and that this requirement shall be made to apply continuously and not be lhnltod to working hours. Contractors agree to defend, indemnify and hold design professionals harmless from any and all liability, real or alleged, th connection with the performance of work on this project. All work performed by the contractors shall conform to the requirements of local, municipal, state and federal laws as ,,veil as any other gnvemthg requirements, whether or not specified on drawings or in specifications. Contractor to be responsible for required inspection(s) of ins work. The conttactors shall notify the amhiteet/engineer immediately if he cannot comply with the work called for on the drawings. 5) The contractors shall notify the architect/engineer nfany discrepancies between the drawings, notes, specifications and field conditions before commencing any work and request clarification. Contractor to verify new work with survey. 7) 8) Contractor shall be responsible for cutting, fitting or patcinng to complete the work or make the parts fit together properly. The contractor shall be fully responsible for the removal or replacement of damaged or defective material or poor workmansh/p. They shall replace or rapalr as directed by the architect/engineer, all such damaged or defective materials, which shall appear within a period nftwo years from the date nf substantial completion nfthejob. 9) The contractor(s) shall remove all rubbish, waste materials and surplus materials that are a by-product o ftheir work 10) Contractors shall provide all necessary protection for his workers. 11) The construction drawings and specifications are supplied to illustrate the design and the general type alt construction desired and are intended to imply the finest quality of construction, material and workmans[hip throughout. 12) The conttaetor(s) shall maintain a currant and complete set of consttuetkin drawings on the alte durlng aJl phases of construction for use by all trades. 13) No abangns or modifications to the work shall be mede without approval of the owanr and/or arehiteet/engineer. Failure to obtain this approval shall cause the contractor or sub-contractor to assume fall responsibility for subsequent modification nfthe work required by owner or any regnlatory authority. 14) The arehiteet/angineer assumes no responsibility for construction means, methods, techniques, sequences, or procedures or for safety precautions and progress in conjunction with the work. There are no warranties,, nor any merchantability of fitness, nor a specific use expressed or implied in the use of these plans GENERAL NOTES LOCATION L/VE LOAD DEAD LOAD L.L. DEFLECTION First Floor 40 PSF 10 PSF 1/480 Second Floor 40 PSF 10 PSF 1/360 Decks & balcony 45 PSF 10 PSF 1/360 Porch (enclosed) 40 PSF 10 PSF 1/360 Attic (non-storage) 10 PSF 5 PSF 1/240 Ceilings w/plaster 40 PSF 20 PSF L/360 Roof (w. fin. alg.) 45 PSF snow 15 PSF 1/240 Roofing (no rm. cig.) 45 PSF snow 10 PSF Id240 Ceiling beam sizes may have to be increased for storage attics. 1) Wood frame dwellings to be designed th accordance with American Society of Civil Engineers, Minimum Design Loads for Buildings and Other Strueturas - ASCE 7-98. Wind speed to be used is 120 mph. Exposure B category to be used for urban, suburban or wooded and Exposure C to be used for open and shoreline areas. 5) Concrete shall be air-entrained with an air content not less than 5% or more than 7%. 6) Concrete sltunp shall not be more than 5". Engineer has approval to reject concrete if slump is larger than specified. 7) If concrete is delivered in an outdoor temperature lower than 40 degrees F it should be heated to insure that it will arrive at the job site having a temperature of not less than 60 degrees F or greater than 85 degrees F. 8) If it looks as though the temperature of the ambient air will fall below freezing for 3 consecutive days, cold weather concrete specifications will need to be followed. Contact Engineer if this is going to occur. 9) The addition of any Mmixturas to concrete shall be approved by the Eagineen 10) Two concrete strength test cylinders, 6" in diameter by 12" shall be taken from each tick delivery unless otherwise approved by the Engineer. 11) All rebars to be grade 60 KSI steel and shall be free nf rust, scale and dirt. 12) All rebars shall be securely tied in place and Mequately supported All tabor splices to be minimum 40 bar diameter. Rebar shall be eontthuous through comers with splices located not closer than 3' fi.om eomem. 13) All footings are to have their rebar placed no closer than 3" to the supporting soft. 14) No weight shall be placed upon footings or walls until 7 days after placement or by engineer's approval. 15) Inepeetinn of all rebar work to be done by Engineer print to placement nf concrete. 16) Concrete pours over 9' shall be thoroughly consolidated by suitable means during placement using a mechanical vibrator. 17) Back filling against foundation shall not take place until first floor is anchored to foundation. Backfill material shall be clean sand. 18) All footings to rest on virgin undisturbed soil. If soft is disturbed, mechanical compaction to 95% relative compaction in soil liits not exeeedfag 6". 19) Concrete wall design assumes backfill is well drained. 20) Anchor bolts to be ~" by 12" ".r' shaped located 6' O.C unless otherwise noted and a maximum of 12" from all comers. Provide not less than two (2) anchor bolts on any one sill. Anchor bolts to have nut and washer tightened to sill. Washers shall be a minimum of 3/16" x 2" x 2" square plate washers. 21) Concrete to be 3000 PSl ~ 28 days. Compressivestrengthtoststohafakenforeanhday'spourexceedfag5 cubic yards. One specimen tested (~ 7 days and two specimens ~ 28 days. 22) Damproofmg/Waterproofing tu ha provided on all thundetion walls and footing base that comes fa contant wtth soil. 23) Provide (2) #5 rehars continuous reinforcing at top of all foundation walls. Set rebars into concrete with an embedment of 3" fi'om the top and inside edge and 3" from each other unless otherwise shown. 24) Provide (2) ~5 rebars continuous reinforcing in wall footings placed 3" from soil and 4" from outside footing edge unless otherwise shown. 25) (2) #5 rabars to be placed on all four sldas nf window and door openings and other large openings. Each end nfthe #5 tabor to extend 2' beyond the opening. 26) Stepped footing not to exceed 1' vertical for every 2' horizontal. Rehar to continue through stepped footings and bent through steps. 27) Pilasters to be 12" wide x 4 ½' deep and contain (2) #5 rebars vettieally tied to fuodng rebar and top of wail reban Vertical bars to be 2" off faslde edges. 28) All steel columns to be bolted to footings. 29) Concrete slab confroljoints to be 1/4'"depthnfslabandnotexeeedmorethan20' center tucenter spacing. 30) Steel column top plate to be minimum ~" thick and cover all supporting members. 2) Easthquake Use Group I, Site Class D, Seismic Design Category B. These plans are designed to meet or exceed the reqmrements of the New York State Building Cede. Wtten building in other jurisdictinns, variations or Mjustments may be required. Verify any such requirements with local code or enforcement offieem 3) The arcintect/engineer's certification applies only to this plan's conformance to the New York State Building Code. 4) Glazed openings must be protected with glass, certified to meet the large missile test (impact-resistant) or with stmetoral shutters with atmchment hardware provided. 5) Use Town of Southampton TEK specifications for fireplace construction. 6) Elecmcal work shall conform to national aleetrical code (latest edition) and any applicable local codes. A minimum nfone (1) smoke detector shall be provided in bedroom areas and shall be hard wired and battery backup. 7) Contractor to verify all dimensions before starting. 8) If header sizes are not shown contractor to contact architect/engineer. 9) Do not scale drawngs. Follow dimensions only. 10) Contraetor to verify to architect/engineer if lead basM paint, asbestos, mold or other hazardous substances are present before starting work. 11) Any alteration, repair addition or conversion to an existing dwelling requiring a building permit requiring a building permit requires that all sleeping rooms in the house be upgraded with hard-wired and lntorconneeted smoke alarms. FRAMING NOTES 12) Contractor is responsible for all flashings. 1) All headers to be (2) 2x12, unless noted otherwise. 2) Double floor joists shall be located under all pamllal partitions unless noted otherwise. 3) All framing lumber to be Douglas Fir #2 or better in an S-Dry condition. 4) Ail floor joists must be restrained at the ends to prevent rotation by either a rim joist, end blocking or joist hangers supporting the depth of the joist. 5) Ail walls over 8' high to be blocked ~ mid-span. 6) Exterior wall ply to cover rooftop plate completely and be nailed with 8d common nails 4" on center along the upper top plate. 7) Floor plywood to be glued and r~fted to finer joists 4" on edges and 6" in field with 8d nails. 8) Ail roof and wall plywood to be nailed with 8d nails 4" O.C. on edges and 6" in the field unless otherwise noted. Nail hems shall not penetrate surface nf plywood. Nail Guns need to be set to the proper pressure. 9) Exterior plywood shall be continuous over all plate to plate and plate to rim board interfaces and may butt together at mid-depth on rim banrd Exterinr plywood to nm eonfinuous fi.om sill plots over rim joist to studs. L shaped plywood to be placed around upper window and door comers. 10) Interior shear walls to be ½" plywood both sides, nailed with 8d nails 3" O.C. on edges and 6" in field unless otherwise norM. il) All shear walls to be constructed with plywood sized as shown in drawings with all edges bineked. 8d common nails to be used ~ 3" O.C. all edges and 6" in field. All exterior columns to have continuous galvanized metal straps from girder below to girder above. Straps to be Simpson CS 16 and connected with (8) 10d common nails each end. 13) Grade proper~ 5% in first 10' from the building. Elsewhere the site to be sloped away at 2% ENERGY NOTES. 1) Tins construction conforms to Residential Code nfNYS, Chapter I 1 and the Energy Conservation Construction Code of NYS. 2) Model Energy Code compliance method and inspection checklist, enclosed using MECcheek software type Ve~alon 3.5 Release 1, KEScheck So~wara. 3) A minimum of 1" air space shall be provided between the insulation and roof sheathing. CONCRETE SPECIFICATIONS 1 ) Interior and exterior footings, slabs, and walls shall be 3000 PSI concrete. 2) Foo'angs below columns to be 24"x24"x12" unless otherwise noted. 3) Contractor to verify soil beanng capacity to be not less than 4000 PSF. No footings are to be cast on uncontrolled fill, loose soil, organiz material, frozen ground, mud, clay or other unsuitable materials. If any of these situations are present it should be brought to the attention &the engineer. 4) Contrac~cor to verify gsound-weter level If level is above floor the arcintect/englneer should be contacted. 12) Ail exterior columns to have continuous galvanized metal straps from girder below to girder above. Straps to be Simpson CS 16 and eonneated with (8) 10d common nails each end. 13) Columns resting on concrete tu be connected at the hose concrete with a Simpson Post Base fastener and the top with a Simpson type Post Cap. 14) When engineered floor I-Joists are used, nm joists to be Timberstmnd 1-1/4 LSL rim board or 1 ¼ Microlarn LVL. Fastening nf plywood to top of rim joiats to be 8d nails 6" on center at a minimum nf 3/8" from plywood floor edge (not including tongue or groove). 15) TJI Joists tu have solid blocking and web atiffeners, when above walls or posts stt directly above. 16) Web stiffenem to be ~ on TJI 150 joists, 5/8 on 250 joists and 1 on 350 jo sts with a minimum width of 2- 5/16". 1/8" gep to be le~ at the tup between stiffener and flangn ofjoist. 17) Two or three Mierolam LVL s shall be connected with 3 rows of 16d nails 12 O.C. Four Miarolam LVL s shall be bolted with 2 rows of ~ bolts ~ 12 O.C. 18) Do not bevel cut I-Joist beyond the inside face of support. 19) Full width engineered lumber can be substituted for (2) or (3) members of the same type lumber. 20) First floor I joists to have (4) 10d nails installed in its' bottom flange to the double 2x6 sill plate. 21) Contractor verifias that he has reviewed the lnstalletion guide for the engineered wood products for this project. 22) Hangers are shown on plan. Contmetors to consult architect/engineer ifhangnr is not shown in drawings. Contractor verifies that he has reviewed Simpson "Wood Construction Connectors" catalog for fastening details. 23) Contraetor to provide roof vantftation net open ama equlvalent to 1/300 of the attic floor area provided a vapor retarder is inetallM on the warm side of attic ventilation. 24) Contractor to provide crawl space ventilation openings to be not less than 1/1,500 of the under floor area where a vapor retarder and openings placed to provide cross ven~.ilation. Ventilation not required when ground surface is covered with an approved vapor retarder, the perimeter walls are insulated and the space is conditioned. 25) Ceilingjoistsusedorcollarbeamstobenailedwith(8) 10dcommonnallsatthejoistrafterconneetion unless otharwise shown. 26) Web stiffeners to be installed on cantilever TJI's ~ support points 27) Floor to floor tension ties (Simpson LFTA) to be installed every 4' around house perimeter holding second floor studs to first floor studs. Tension ties to be located on each side nfdoor or window openings over 5' and within 4' from all comers unless otherwise shown. (8) 10d nails to be installed at each end. 28) All roof milers to be connected to top plate with Simpson H2 or/t2.5 hurricane ties. 29) All post widths to be as wide or wider than multiple member width that it is supporting. 30) All deck ledgers to be TREATED 2x material. Ledgers to be attached with 3/8" lag bolts 12" O.C. top and bottom and located not closer than 2" from top edge. 31) 2x6 strong backs (2) on all ceding joists 8' O.C., unless the eeftmg is an engineered floor I-joist. 32) Splices of top plates shall not be closer than 6'. Studs to fall under all splices, top and bottom. 33) AIl gnble end walls to be balloon framed unless otherMse shown. 34) Double LVL's or dimensioned lumber shall be installed around all fireplace, stair openings and skylights with connector hardware. 35) Cathedral or vaulted ceilings to have air-venting baffles on underside nfronfrunning continuous from soffit to roof vent. 36) All crickets to have minimum pitch nf%' per foot. 37) Joist hangers shalI be used on all flush homers. 38) All fi.aming on or nearweter simuldbe fastened with galvanized eommonnalls. 39) Ail sill plates that sit on concrete to be double 2x6 TREATED Fastening nfrim board to sill to be 10d toe nails 6" on center. 40) Blocking to be installed every 4' on concrete walls where the firsl floor joists are running parallel to the foundation wall. The plywood floor is to be nailed into this blocking. FOUNDATION PILING NOTES 1 ) Pile notching not to exceed 50% of the pile cross sectional area. 2) Shimming of girders with shims larger than ¼" shall not be allowed. 3) Diagonal bracing shall have an end distance of 7 bolt diameters ~md an edge distance of 1.5 bolt diameters. 4) All bolts and washers for piles and bracing to be %" hot dipped g~alvanized or stainless steel washers to be installed on both head and thread ends. 5) Bolt locations for all girders shall have an end distance of 4 bolt minimum diameters Edge distance shall not exceed 4 bolt diameters at the top nftim girder and 1.5 bolt diameters at the bottom of the girder. 6) All work to conform to Coastal Construction Manual FEMA 55. Third Edition. 7) Ail girders are to be 3"x12" TREATED Southern Pine double notched into plies with aA" galvanized bolts thru pilings. Bottom of girders to be at or above base flood elevation. 8) 3"x6' TREATED Southern Pine diagonal bracing is to be provided at a ration of one brace per piling - to be installed as directed by ar¢intent/engineer in the field. 9) All pilings are to be 1.0 PCF TREATED Southern Pine with minimum 8" diameter tip and 12" diameter butt. Elevation (~ bottom of pfte to be not less than- 10' MSL. Certificate from a licensed engineer to show minimum bearing of 20 tons per pile. 10) Ail fastening hardware to be hot dipped galvanized or stainless steel (includes Simpson connectors). 11 ) No piles are to be placed further than 12' fi.om each other. 12) Isolation joints to be provided between slab and pftings. 13) Bottom of grede beams to be above base flood elevetion. 14) All pftes to be driven to a 20-ton miinmum load capacity and eertifind by a licensed engineer. FOUNDATION DRAINAGE 1) All drainage stone to be %" clean stone. 2) Drainage pipe to be 4", 2000 psi perforated polyethylene drmn pipe with holes on one side. 3) Filter fabric to be M/raft 140 NS or approved by Engineer. 4) Cleanotus as shown on the drawings to be brought above grade & capped just below finished grade with robber cap. Clean outs to be located 1' before 90 degree bend. 5) Brig sand backfill 3" to 4" above grade to allow for settling. Add 4" native sod to top at end of job. 6) Pumps to be checked & tested twice per year 7) Site to be sloped away fi.om home ~A" per foot for 10'. 8) Foundation wall waterproofing to be Tuff-N-Dry with drainage board (Warm-N-Dry). NO. DATE REVISION WARNING DRAWING TITLE NOTES ar design studio architect pc donald Jewell architect 87amalnet~et apt3e southampton new yod(11968 tel 631.204,6210 fax 631.204.9208 e mall dJewellarch@hamptone.com Nlo 1