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HomeMy WebLinkAbout35129-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 4/23/2012 CERTIFICATE OF OCCUPANCY No: 35553 Date: 4/20/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: SiNGLE FAMILY DWELLING 4295 BAY SHORE RD GREENPORT, Sec/Block/Lot: 53.-6-24 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this ofliced dated 4/14/2009 pursuant to which Building Permit No. 35129 dated 11/5/2009 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: one family dwelling with covered entry, sunroom and outdoor shower as per ZBA #6159, dated 6/16/08. The certificate is issued to ROBERT & STEPHANIE SWING (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 1/26/11 RI0-05-0101 12010, 35129 9/30/11 12/23/09, 4/19/12 Todd Dawson ~t~rize~ Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PER~IT NO. 35129 Z Date NOVEMBER 5, 2009 Permission is hereby granted to: ROBERT & STEPHANIE SWING 96 GUN CLUB RD NORTHPORT,NY 11768 for : RECONSTRUCT SEASONAL SFD TO YEAR ROUND WITH ADDITIONS PER NYSDEC, TRUSTEES#7043, ZBA#6320 AND APPROVED PLAIqS AS APPLIED FOR. FLOOD PERMIT REQ'D at premises located at County Tax Map No. 473889 Section 053 pursuant to application dated APRIL Building Inspector to expire on MAY 4295 BAY SHORE RD GREENPORT Block 0006 Lot No. 024 14, 2009 and approved by the 5, 2011. Fee $ 846.40 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. 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 fi'om Board of Fire Underwriters. 4. Sworn statement from plumber certifying tbat the solder used in system contains less than 2/10 of I% lead. Commercial buildh~g, h]dustrial build0~g, multiple residences and shnilar buildings and h~stallations, 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 tile applicant. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to tile applicant. C. Fees I Certificate of Occupancy New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $5000, Accessory building $50.00, Additions to accessory building $50.00. Businesses $50.00 2. Certificate of Occupancy on Pre existing Building- $100.00 3. Copy of CertificateofOccupancy- $.25 4. Updated Cellificate of Occnpancy - $5000 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Date. Location of Prope~y: Old or Pre-existing Building: (check one) House No. Street Hamlet ~-5 Block L Lot =¢ Filed Map. Lot: Permit No. '3 5{ ~ Date of Permit. Applicany: Health Dept. Approval: Underwrite~ Approval: Planniag Board Approval: Request for: Temporary Ceaificate Owner or Owuers of Property: Suffolk County Tax Map No 1000, Section SuBdivision Final Certificate: (check one) Applicaut Signature 88/23/2811 10:44 6317656135 G S ELEC PAGE 81/81 APR 20 ZOI DLDG DEPT· TOW,~; ~F SOUTHOLD + ~CTRICAI. INSP[CTOR$.in¢. 40 Nottingham Ddve, Middle Island, NY 11953 Telephone: 631 495 8138 · Fax: 631 980 6455 - E-Mail: SBEIGSl~gmaiLcom CERTIFICATE OF ELECTRfCAL COMPLtANCE Applicant: Rough In Inspection Date: Application No.: Ga~ Ele~rJeal Centraelmr December 2~ ,2009 12010 · Ce~tifJcate No.: Final Inspection Date: Building Permit No.: 12010 December 23,2009 County Tax Map No.: 1000 053 06 024 This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not afl. er the final inspection date above: Owner: Robert Swing Site Location'. 4295 Bay Shore Rm~l, Greenport~ NY 11944 Owner's Add.ss (if (t~fferent): [] ReSidential ~ml indoor [] Basement [] Setvl~e [] Shad [] Commercial [] Outdoor [] Firat Floor [] Po~l [] Hottub [] New [] Renovation [] Second FJoor [] Attic [] Garage ~J Addi'aon' ~J Suwey Olher: ._? ~_?n..~ ........ INVENTORY M~in P~nel [:)~onned ......... Al~ollanoaa ........... i GFOI ReC~t Single Raept .Range Racpt Twit L0ck ~ Heat ~m~roen~ i ........ ! ~ mook i ............ : Exit F~ures O~er F-qu~mmr~ 10oa ove~ he~d, tammra~y, con~u~lon ~ervk~ The electrical.work and/or'equipment described above were inspected and appear to be in compJlance with local, state and national electrical code requlrement~ and t-bls office. .Applicants G&S Elect~cal Contractor 'Inspected By: Roger Rtehert Licanse No.: 578E &34 MS,-ME Date Of Certificate: Jan 04,20'10 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 ro,qer, richert~,town.southold.n¥.us BUILDING DEPARTMENT TOWN OF SOUT}IOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Robert Swing Address: 4295 Bayshore Rd City: Greenpod St: NY Zip: 11944 Building Permit #: 35129 Section: 53 Block: 6 Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ Service 3 ph Hot Water GFCl Recpt Main Panel AIC Condenser Single Recpt Sub Panel A/C Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures I~I HID Fixtures [~] Wall Fixtures ~l Smoke Detectors Recessed Fixtures ~ CO Detectors Fluorescent Fixture ~.~ Pumps Emergency Fixtures~ Time Clocks Exit Fixtures [~ TVSS 200a underground service, 3 paddle fans, 2 exhaust fans, 3 ARC fault circuit breal Notes: Inspector Signature: Date: April 19 2012 81-Cert Electrical Compliance Form.xls Town Hall, 53095 Main Road P.O..Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD 6 7 9 T(l!'~t'i OF SOLJTHOED CERTIFICATION Building Permit No. Owner: ~©[c::~-.CJ~ Plumber: (Please print) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this (Plumbers Signature) dayof f4'.~f_t~/'q. 20i 2_ PENNY BEDELL No~ Public. 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 RESISTANT CONSlllUCTION [ ] FIRE RESISTANT PENETRATION DATE ~//~ INSPECTOR_~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~'J~~TION l ST [ ] ROUGH PLBG. [ ] F. OONDATJ~q~q~ [ ] INSULATION '~'~[~//FRAMIN/S~__~NG ~ ]FINAL C~[ ] FIREPLACE & CH#INEY_~" [ ] FIRE SAFETY INSPECTION [ ]FmERmSTJm'comTRUCTm~ [ ]Fm~RESmST~TmmF..ETm~TmO. REMARKS: ,~._.~ ~,_ ,o,_~ / DATE _~//~///~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-¶ 802 INSPECTi ON [ ] FOUNDATION 1ST [~;~ROUGH PLBG. [[ ~~iND:~I;N~N~NG [[ ]] IF~::LLATION [ ] FIREPLACE & CHIMNEY [ ] FIRE SA,..-,,~ INSim-CTION [ ]FmEnKms'rANTC(mSTRUCfl()N [ ]RRER~,b'TANTi~XL:'m~'rtON DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]R~IGN PLBG. [ ] FOUNDATION 2ND [~/] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR 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 C~::~,)~. eM~-e~_c--4,-._.,.~ DATE ''~'~ 7-' // INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS~;A~N ,' [ ] FRAMING/STRAPPING [ "]"FINAL (: [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSpECTI(~IN~ [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRI~~UGH) [ ] ELECTRICAL,(FINAL) DATE _ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [,~] F~ [ ] FIREPLACE & CHIMNEY [ ] FiRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE~;, fllCAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ j~FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~/]~ELECTRICAL (FINAL) REMARKS: TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. north fork. net/Southold/ Examined Approved Disapproved a/c Expiration PERMIT NO. ,2o q / BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following,, befora applying? Board of Health X/ ' 4 sets of Building Plans , ~"~-~'~ Planning Boar~apPmval Survey ~' / ~.~ 5 / c~q ~.~ Check d Septic Form ~" N.Y.S.D.E.C.Trustees Contact: Ma. to: 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 3 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 lnspoctor issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months at, er 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 in,rim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ora 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 BLDG. OEPT. TOWN OF SOUTHOLO ordinances, building code, housing code, and regulations, and to admit ~r necessary inspections. I (Signature of applicant or name~ if a corporation) · ' ' (Hailing address'dfa~plic,~nt) State wheth~ [ppltcam ts owner, lessee, agent architect engineer, general contractor, electrician, plumber or builder Nameofownero× efpr mises ~l~-2~'1. "~'~ (As on th tax roll or latest deed) ~ · (.As.on,hq t~ 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. I. Location of land on which propos, ed work will be done: HouseNumber Street County Tax Map No. 1000 Section Subdivision (Name) FdedMapNo. t , Lot , r ~ 2. a. Existing use and occupancy State existing use and occupancy of premises and intended use and occupancy of oroposed construction: b. Intended use and occupancy 3. Nature of work (check which applicable): New Building_ Addition ~-, Alteration Repair Removal Demolition Other Work ~ (Description) 4. Estimated Cost ~--~&'~- ~' ~ Fee 5. If dwelling, number of dwelling units If garage, number of cars - (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 -e~t Rear '-~ ~,~ Depth d'~'~ "EI' Height ~ !._~. Number of Stories 1 Dimensions of same structure with alterations or additions: Front '~ ~' ' Rear '~ ~ Depth ~t I'-~" Height L.:;2~ L~ v Number o~ I'~- 8. Dimensions of entire new construction: Front Height ,~, t 9. Sizeoflot: Front 10. Date of Purchase _,e- l 1. Zone or use district in which premises are situated Rear ~:~ ~' Rear "7 -~ Depth I ~:~¢:2 ! Name of Former Owner -- 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. NamesofOwnerofpremises ~ ~-~,~::; Addressl-'~'~"F~f~-~' I(~o~eNo. Name of Architect ~<,-~ ~.L~ ,,-[-,,,~-.~, ~ ~- ~'":q ~ Address~Phone No ~ ,~. [ ~2.~ Name of Contractor - ~'-e-~-,//~',o~'~,~ Address ~ ~ ' Phone No. 15 a. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YES ~/" NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS,'MAYrBE.~"QU.,IP, ED. .. b. lsthlspropertyWlthln300feetofatldalwetland?*YESV/ NO~ ~/] ~ ,~1 16. Provide survey, to scale, with accurate foundation plan and distances t~ert~s~ ~q[ 17. Ifelevation atany point on property isat 10 feet or below, must provi~el top~:fllim' l--data:io~.~y. STATE OF NEW YORK) SS: COUNTY OF ) Na(Nam '~'~ [~'~t ,~.~' being duly sworn, deposes and says that (s)he is the applicant e of individual signing[contract) above named, (S)He is the ,~'~ (Contral~or, 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 true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this/~ ' :0o /7- Notary Public ignature of Applican] BARBARA FL 'rANDY No. 01TA6086001 Qu~ll~d In Suffolk Count~, t ' TOWN OF SOUTHQLD BUILDING DEPARTMENT TOWN HALL · SOUTHOLD, NY 11971 TEL: (651) 765-1802 BIJILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before a0plying.'? Board of Health 4 sets of Building Plans plmning Board iq~oval FAX: (631) 765-9502 Survey _X www. northfork, net/Southold/PERMIT NO. Check X S~c¥orm N.Y.S.D.E.(~. -- Examined ,20 ~ Approved ! /- ,20' ~' ~ '~ ] Mail to: Disapproved a/c ~ Io,~'1~ ' [ ~ ~ / P,O, Box 2003: Brid~hamntm. NY 11932 7'-°/' I t~ I I / Pho.~: c6~nSaT-S~6o Expiration [ / ,20 k/~k/// '~ ~ ATION FOR , I~ISTRUCTION$ b: Plot pl~ ~.wi~$ Io~tio~ of lot I~1 of I~ilaln~ o~ lmani~, ~i~tio~hip to ~ljoining c. TI~ wink ~ov~xl by thi~ ~pli~l m~ not I~ ~mm~xl I~ff~ is~o~ of B~i!l&ng i~mit a ¢~rtific~ of or h~s not I~m compk~l ~,thin 18 mon~ from ~h ~ Building Zo~ ~ of ll~ To~ of 8onihold, Sntfolk Co~t~, ~ ¥o~ Rcsul~fiom, for tl~ ~anofion of I~!1~ ~litio~, or ~ orf~ ~mo~l m' d~noliOo~ ~ I~a~.. d~,il~t TI~ ~pli~ P.O. Box2003: Bridm:~muoi~m NY 11932 State whctigr applicant is owner, Icss¢~, agent, ~ eagimm, gem, mi conlractor, electrici~, plumb~ or builder AGgl~r Name of owner of premises If applicant is a coq~oratiou, si~n~ of duly aulhoriz~ offic~ (Nm and title of coq~me officer) Builders License No. Plumbers License No. ElecUicinns Liceme No. O~h~r Trad¢'s Lic~nm No. 1. Location of land on which proposed woik will be done: 4295 Bay Shorn Road Hous~ Number Strut N/A Hmnl,:t County Tax Mnp No. 1000 Seclioo 0~3 Block~ Subdivision ~Peconic Bay Esta~ _ Filed Map No ~) Lot 024 11~4 Lot 78 3. Nature of work (caheck which applicable): Now Buildiag Repair Removal Demol/fion 4. Estimated Cost $100.000± Fcc 5. If dwe. llin~ manl~r of dwelling units If gamga, numl~r o~ cam Addition X Oma'Work (Descripaon) (To be paid on filing this application) Number of dwelling units on each floor N/A 6. If business, omanggial or mixed occupancy, specify nature ~d cxlent of each type of use. N/A Height < ~2' Number of Sto~e$ One {1} Sto~ Dimensions of same structure with alterations or additions: From 46' * P. aar 46' :E Depth 41' · Height < 32' Number of Sto~ One fl I 8. Dingnsions of eattim new construction: Froat 46' ± Rgat 46' * Height < 32' Number of Stories Qn~ ~1} Story 9. Size of lot: Front 40.64' (west lin~V180.0' (south line`; Rem' 75,0' 10, Date of lhn'chnse N/A Nnn~ of Former 0wne~ 11. Zoac or usc district in which premises mc s~_, _~ R-40 12. Does proposed comtmotioo violat~ any goalnE law, ordi~ or regulation? YES X NO 13. Will lot be ~-gra~d? YES__~Jror *~im~ NO Will occess fill be removed from premises? YES __ 14. Nmnes of Owm~ of premises Robe~ Swim~ Addr~,~s 96~ Clab Road: Na~mo~ NY 11768 N~ae of Archite~t ~ Add,ss H/A Nang ofC. onlra¢~ N/A Address N/A 15 a. Is this prope~d within 100 fe~t ofatidal w~iand or a fmshwat~ welland? *YES. · IF YES, soLrI~IOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this pmpe~y within 300 f~'t of a tidal w~and? * YES X NO__ · IF YES, D.E.C. PERMITS MAY BE REQUIRED. 17. ff¢levafion at any point on pml~Ry is at 10 fi~ or bdow, must provide to~a~hioal damon sm~voy. STATE OF NEW YORK) SS: COUNTY OF $~FFOLK D~pth 41' :1: Depth 180.0' (maximum'; N/A NOX Phone No. (631', 371 - 9789 Phone No N/A Phone No. N/A NO X DIAN~ IC WASSICK - Snlfolk Environmental Con~ Inc. being duly sworn, d~ and says flint (s)he is the ~t AO~tT (~, A~nt, Coqx~ om~, etc.) ~ame of individual signing aSovc named, (S)H¢ is Sworn to b~om me this Public Matthew O. Ivans Notary Public of New York No. 01N6053859 Qualified in Su~oJk Coun~ Commission Expires Janua~ 22, 2007 'S~'gnatum of A~lieant - FORM NO. 3 TOWN OFSOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: March 27, 2008 TO: Suffolk Environmental Consulting (Swing) PO Box 2003 Bfidgehampton, NY 11932-2003 Please take notice that your application dated March 5, 2008 For permit for additions and alterations to an existing single family dwelling at Location of property: 4295 Bay Shore Road, Greenport, NY County Tax Map No. 1000 - Section 53 Block 6 Lot 24 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 10,063 square foot lot, is not permitted pursuant to Article XXIII Section 200-124, which states that non-conforming lots, measuring less than 20,000 square feet in total size, require a minimum single side yard setback of 10 feet, a total side yard setback of 25 feet, and a total lot coverage of 20 percent. Following the proposed construction, the single family dwelling will have a single side yard setback of 5.7 feet, a total side yard setback of 11.5 feet, and a total lot coverage of 26 percent. This No~s issued based on a survey by John Metzger, LS~ last dated March ~x,....~,'-utho rime d S~ature Note to Applicant: Any cha-'gag~ar~?iation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 2, 2009 TO: Frank Notaro For: Robert Swing P.O. Box 93 Mattituck, NY 11952 Please take notice that your application dated April 14, 2009: For permit for reconstruction and additions at: Location of property: 4295 Bavshore Rd., Greenport County Tax Map No. 1000 - Section 5~3 Block 6 Lot 2~4 is returned herewith and disapproved on the fbllowing grounds: Per ZBA grant#6159 the applicant received relief based on plans dated 9-14-07, the building department received plans dated 1-28-09, which show a reconstruction of the dwelling with a height increase to conform with FEMA regulations. This would be a deviation from the original relief granted. Pursuant to Walz#5039 such reconstruction would thus constitute an increase in the degree of nonconformance. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 NOTICE OF DISAPPROVAL TO: Frank Notaro For: Robert Swing P.O. Box 93 Mattituck, NY 11952 DATE: June 2, 2009 Revised: July 31,2009 Please take notice that your application dated April 14, 2009: For permit for reconstruction and additions at: Location of property: 4295 Bayshore Rd., Greenport County Tax Map No. 1000 - Section 5~3 Block _6 Lot 2~4 Is returned herewith and disapproved on the following grounds: Per ZBA grant#6159 the applicant received relief based on plans dated 9-14-07, the building department received plans dated 1-28-09, which show a reconstruction of the dwelling with a height increase to conform with FEMA regulations. This would be a deviation from the original relief granted. Existing dwelling is being demolished and rebuilt, survey shows side yard of 0.1 fuot and total side yard of 6.1 feet. Pursuant to Article XXIII, Section 280-124, nonconfurming lots less than 20,000 sq. ft. shall be required to meet the tbllowing setbacks; minimum side yard of 10 feet with a total of 25 feet. Furthermore, according to Article XXI1, Section 280-116 (B), which states "All building or structures located on lots upon which a bulkhead ...exists... shall be set back not less than 75 feet from the bulkhead." Survey shows a setback of 31 feet +/- from the bulkhead. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. APPEALS BOARD MEMBERS~ Gerard P. Goehringer, Chairman Ruth D. Oliva James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 Mailing Address: Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 JUN 2 5 2O08 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 16, 2008 Southo[d ]'oWB Clerk ZB # 6159 - Application of Robert Swing Property Location: 4295 Bay Shore Road, Greenport CTM 53-6-24 Waterway: Shelter Island Sound at Peconic Bay SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued a reply dated May 28, 2008 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter- community impact. LWRP DETERMINATION: On August 15, 2005 a letter was been submitted to the Board of Trustees by the Town LWRP Coordinator under Code Chapter 268, confirming reviews and stating the proposed construction of a second- story addition to the existing single-family structure is consistent, based on the information provided with the Assessment form, as well as records submitted to the department that a new septic system will be installed and a French drain will be installed along the southern side yard of the property, and establishment of a non'disturbance buffer along the landward side of the existing wood bulkhead. Based on the above, it is the decision of the Board of Appeals that the proposed construction, with a new septic system and French drain along the southern side yard of the property proposed to be installed, and establishment of a non-disturbance buffer along the landward side of the existing wood bulkhead, for this current request (amended since the 2005 Page 2 - June 16, ZBA # 6159- Robert Swing CTM 53-6-24 plan) to construct an addition on the west (front yard) side of the home, is consistent. PROPERTY FACTS/DESCRIPTION Applicant's single-family dwelling is located on a non'conforming lot of 10,063 square feet bordered by Island View Lane, Bay Shore Road, and Shelter Island Sound. BASIS OF APPLICATION: This is a request for Variances under Section 280-124, based on the Building Inspector's March 27, 2008 Notice of Disapproval concerning a proposed (westerly) addition and alterations to an existing (nonconforming) dwelling with a single side yard at less than 10 feet, total side yards at less than 25 feet, and lot coverage exceeding the code limitation of 20%. The property is nonconforming with 10,063 square feet lot. Following the proposed construction, the single family dwelling will have a single side yard setback of 5.7 feet, a total side setback of 11.5 feet (5.7 and 5.8 feet), and a total lot coverage of 26.4 percent. AREA VARIANCE RELIEF REQUESTED: The applicant is requesting setback variances for a single side yard of 5.7 feet and a total side yard of 11.5 feet. The applicant also needs relief from the 20% lot coverage limitation allowed by law, as this is a request is for a maximum of 26% lot coverage (26.4% with the addition and remaining walk included on the calculation), as shown on the Peconic Surveyors, P.C. survey map amended April 8, 2008. the size of the addition approx. 17.5.feet by 36.2 feet wide. ADDITIONAL INFORMATION: The applicant stated he originally wanted to place the addition as a second-floor above the original dwelling, but the application was turned down by the NYS Department of Environmental Conservation. Therefore, the applicant proceeded to file applications with this amended plan for an addition to the dwelling at the front adjacent to Bay Shore Road. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law .q267'b(3)(b)(3)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a determent to properties. The applicant wishes to enlarge his home for more living space. His home is in keeping with the neighborhood. The lot is only 10,063 square feet, of which only 6,834 square feet is upland area and very small. The addition as proposed fits in with the character of the neighboring community, Page 3- June 16, ZBA # 6159 - Robert Swing CTM 53-6-24 and as a result will exhibit mere conforming setbacks at 5.7 feet on the southerly single side, and 11.5 feet on the total sides, since the existing dwelling is only one foot from the property line. 2. Town Law ~267-b(3)(b)(3)(2). The benefit sought by the applicant cannot be achieved by some method feasible to the applicant to pursue, other than an area variance because the property is pre-existing, non-conforming with respect to the Zoning Code and is land is reduced in size, as a result of wetlands along the eastern border adjacent to Shelter Island Sound. Due to the NYS DEC's denial of the original proposal, the applicant's only choice is to build on the front of the house, which will give more protection and a greater setback from the wetlands, and downsizing the overall side yard setbacks, reducing the amount of non-conformity with respect to zoning. The preexisting lot coverage is 19%, where 20% is the maximum permitted. In order to conform to the code, only 30.2 square feet would be permitted. Therefore the applicant must seek a variance for relief for any addition. 3. Town Law ~267-b(3)(b)(3)(3). The amount of relief requested is not substantial because: The side yard setbacks of the new addition are more conforming, greater than the existing nonconformity of the dwelling. The new setbacks will be 5.7 feet instead of the one foot setback, and the total side yards will be 11.5 feet instead of the original total side yards of 6.1 feet. The lot coverage is 6% over the allowable 20% which is not substantial because the building lot area is smaller than the square footage of the entire lot size, after deducting the wetland area from the lot size calculations required by the Code. 4. Town Law §267'b(3)(b)(3)(5). The variance granted herein is not substantial because of the non-conforming size of the lot and the applicant's trying to stay as close to the difficulty in placing a more livable home in a quite small area. 5. Town Law §267-b(3)(b)(3)(4). Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a more spacious home, while preserving and protecting the character of the neighborhood. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Oliva, seconded by Member Weisman, and duly carried, to Page 4 - June 16, ZBA # 6159 - Robert Swing CTM 53'6-24 Grant the variances, as applied for, shown on the April 8, 2008 amended survey prepared by Peconic Surveyors, P.C. and Architectural Plans A-l, A-2, A-3, A'4, last dated 9'14-07 by Architecnologies. Any deviation from the variance given such as extensions, or demohtions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Goehringer (Chairman), Oliva, Dinizio, Simon and Weisman. Thi~,esbT~-~wa~,~h~g adopted (5-0). // ~Ge~'~d P. Goehrin~er, Cihair~n 6/~,/2008  ...-.'"'Approved for Filing / Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 Mailin~ Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 http://southoldtown.northfork, net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 NGS, DELIBERATIONS AND DETERMINATION MEETING HELD October 22, 2009 ZBA File # 6320 - Robert Swing, Applicant Property Locat on 4295 Bay Shore Rd., Greenport CTM # 1000-53-06-24 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the state's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODF: This application was referred as required under the SuffolK County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter- community impact, PROPERTY FACTS/DESCRIPTION: The subject property is a 10,063 square foot parcel as shown on the Survey prepared by John T. Metzger L.S. dated July 13, 2009. The property is improved with a single-story frame house and a frame shed. The property has a bulkhead that run.~ along Shelter Island Sound to the East. The property abuts Bay Shore Road to the West;Island View Lane to the South, and an adjoining property to the North. BASIS OF APPLICATION: Requests for Variances under Sections 280-11'6B and 280-124, based on the build'?g Inspector's July 31, 2009 amended Notice of Disapproval concerning a deviation from tfie plans approved under ZBA #6159, requesting a height increase of the dwelling, which rei, c, onstruction is: (1) less than 10 feet from a single side yard, (2) less than 25 feet total combined side yards and (3) less than 75 feet from the bulkhead. LWRP: TOWN C~DE CHAPTER 268: A letter dated October 2, 2009 from Mark Terry, LWRP CoordinatOr, addressing the variances requested, made the recommendation that the proposed a(}tion is CONSISTENT with the Policy Standards and therefore is CONSISTENT witl~ the LWRP. FINDINGS OF FACT · iSage 2 of 4 - October 22, 2009 ZBA File # 6320 - Robe,~ Swing, Applicant Property Location: 4295~ay Shore Rd., Greenport CTM # 1000-53-6-24 The Zoning Board of Appeals held a public hearing on this application on October 1, 2009, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant requests authorization from the Board for the deviation of the Finished First Floor Elevation, regarding proposed Plans for an addition and a!terations submitted, modified from that approved under ZBA File # 6159 for reconstruction': in place and in kind of the pre-existing nonconforming single-family dwelling. The rec6nstruction of the pre-existing dwelling requires the following code setback requirements: (1)~ single s~de yard less than 10 feet, (2) less than 25 feet total combined side yards, and (3~ less than 75 feet from the bulkhead. ADDITIONAL INEORMATION: The applicant and property was granted under ZBA File #6159, an area v~riance for total lot coverage of 26.4% and a single side yard setback of 5.7 feet, a total sidle yard setback of 11.5 feet for a proposed addition and alterations to this pre-existing non-~onforming one story frame house. Due to FEMA requirements, the finished first floor ~f the pre-existing house and proposed construction must be raised 2 feet. This deviation fr0~m the proposed plans approved under ZBA #6159 has required the applicant to com~ before the Board for this application, requesting approval for these changes, also in~ place and in kind of the pre-existing nonconforming dwelling under reconstruction. REASONS FORiBOARD ACTION: On the basis of testimony presented, materials submitted and per~onal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Grant of the variances will not produce an undesirable change in the cl~racter of the neighborhood or a detriment to nearby properties. The reconstruction of~'~the~., pre-existing dwelling and the proposed addition fits in with the character of the n~ighboring community. 2. Town Law §2b'~7-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, fe~ible for the applicant to pursue, other than area variances. Due to FEMA requirements the ~pplicant is required to raise the finished first floor of the pre-existing non- conforming dwelling by 2 feet which consequently results in a reconstruction of the whole dwelling. Due to FEMA requirements the applicant is also required to raise the proposed addition finished ~rst floor elevation by 2 feet, which will require an authorization from the Board for the deviation from the approved plans of raising the finished floor height under ZBA file #6159. ~Fhe dwelling exists, and will remain, in its pre-existing non-conforming location and any r~construction or alteration will require a request for an area variance. 3. Town Law §267-b(3)(b)(3). The authorization of the Board to grant the deviation in height on the pro~sed plans is not substantial because the addition is still within the Code's height requiremer~t~. Although the variance requested for the side yard setback with respect · F;age 3 of 4 - October 22, 2009 ZBA File # 6320 - Robert Swing, Applicant Property Location: 4295;Bay Shore Rd., Greenport CTM # 1000-53-6-24 to the 'reconstruc~bn of the pre-existing dwelling is substantial being less than 1 foot, and substantial with a,iI bulkhead setback at 31 feet, the change in height by two feet is not substantial with regard to these setbacks, it continues to be substantial. 4. Town Law §267-b{3)(b)(5). The difficulty has been self created with respect to the submittal of the prOposed construction on revised plans. The applicant's lack of knowledge of the governmental agency, FEMA, and its jurisdictions and requirements with respect to FEMA Building Codes has resulted in the re-evaluation of the application by the Board of ZBA file #6159 under the applicant's request for changes. Had the applicant been knowledgeable of:~he FEMA jurisdictions and requirements with respect to his property and proposed addition,:'I then these FEMA requirements may have been addressed under ZBA file #6159 and th~ need to appear before the Board again may have been avoided. The difficulty has not been self created with respect to the side yard setback and bulkhead setback for the ~ reasons noted under ZB^ File #6159 related to the pre-existing nonconforming loCation of the dwelling. 5. Town Law §2~-b(3)(b)(4). No evidence has been submitted to suggest that variances to maintain a sin~ie side yard setback of less than 1 foot and a setback of 31+/- feet from the bulkhead to th'~ pre-existing non-conforming dwelling after reconstruction in place and in kind in this residential community will have an adverse impact on the physical Or environmental co~itions in the neighborhood. 6. Town Law §267-b. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a proposed addition, alteration and reconstruction of ~is pre-existing dwelling, while preserving and protecting the character of the neighborhood !and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test un,hr New York Town Law 267-B, motion was offered by Member Schneider, seconded by Cha~.~man Goehringer, and duly carried, to GRANT the ~,~riances as applied for, as shown on the amended Survey by John T. Metzger dated JU~, 13, 2009 and the Architectural Plans A-1 dated 6-29-09, A-0 and A-3 dated 9-10-08 revi§ed 7-28-09 by Architecnologies, subject to the following Conditions: 1. The applicant {~hall abide the decision(s) Granted in ZBA File #6159 alonq with thos~ modified in this de~:ision and shown on the above-noted diagrams/plans. 2. Applicant shat1 install a dR/well system(s) capable of receiving and dispersing underground all waste water from the proposed outdoor shower, as per the requirements of the Stormwater DrAinage Code of the Town of Southold. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. · Page 4 of 4 - October 22, 2009 ZBA File Cf 6320 - Rober~ Swing, Applicant Property Location: 4295~Bay Shore Rd,, Greenport CTM # 1000-53-6-24 Any deviation fm~ the variance given such as extensions, or demolitions which are not shown on the aPplicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are e~ressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that doff~ not increase the degree of nonconformity. Vote of the Boar~d: Ayes: Members Goeh~(Chairman), Weisman, Simon, and Schneider. (Abs~t was Member H~~/.~dopted 4-0. ..~'e~ P. G-C0ehring~r, C-hair. an 10/_~o/2009 i~:, ~'pproved for Filing ;i BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6978 DATE: OCTOBER 15, 2008 ISSUED TO: ROBERT SWING PROPERTY ADDRESS: 4295 BAYSHORE RD.~ SOUTHOLD SCTM#53-6-24 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on October 15, 2008 in consideration of application fee in the sum of $250.00 paid by Robect Swing and subject to t Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits tl following: Wetland Permit to construct an addition to the landward side of the existing dwelling, containing 627 sq.ft+/-, removal of the existing septic system and replace with updated sanitary system within the front yard, installation of a retaining wall (surrounding the sanitary system) measuring 118'+/- in length X 1.3' in height, installation of a French drain along the southern side yard property boundary and establishment of a 5' wide non-turf buffer along the landward side of the bulkhead, and a depicted on the survey last dated April 8, 2008. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a raajority of the said Board as of this date. sew vOmc PEH1M'IT NO./'~ ,43 ISSUED TOi RO~ER~F SWI~IG ' - PRO~...~i,RTY~ ADDRESS:. . · 4295 BAYSHORE ROAD, SOUTHOLD Pursuant to the provisions of Chapter 275 and/or Chapter 11 t of the Town Code of the Towia of SouffiUld~.afld~,i~.~acc~rdance wi~:~ho g~s~lUg~!)-qf the~ Bo~rd.~f Trust~cs ~.~, ~e~. at the ~eeting held on Mm~kt ~jl0~t. a~d m.,e,0nskd~.,oa of4~ptthcotmO,f~ m ~he sum of ~/id 8~t~ and subjoct tothe Terms and Condiiion; ~:~t~d in ~ ~(~Olhtio, authorizes and permits the following: ' ' ' ~: :-~. '~etland Perm[/to construct au ad:dtfi'mt t0 t~/~ lalldWard S/ali~i~/the eXi~tl~'~'dweWu~ ~.ontamin~ ~27 sqaare feet, removal of the existing septic system and replace within an upllated~l~flts~ withi~l~, the front yard., installation of a retaining wall (surrounding the sanitary' system) measuring 118' m I~ifi/fl~ L3~e ~.h~el~l/t, mstallati/~f ~]Ft~n~[/dral/l Slong.;the~oiath~-r~#~p~[~4-W .bpundary and establish ment of a 5' non-tUrf buffer along the landward:g~ilt o! the the existing floor ptaCes and first-floor joists; raise the existin'g dwelling'~ i~ g~the S/tili~ion'of two that vren~4l ~ .~.~n~mqrij~atterN ~.e,~d~,.s ~a~sd~d~dts///'~ ins~ll~t6' ~ ~iiS~f ah~l in acCordance with (~h~pter.~6 of th~To~h'(~0~e~$~5~ Water ~tdoff~' aii~l~ k~'delflC~d 6nrta* site plan prepared by Architecnologies last dated January 6, 2009, and I~eceiYed oll ~a~datwj. Z~, 2009. : 11~.~,S,$ ~F, ~(he ~i~.Board~og ThlstO~ h~'by oaase~ '~s, :Co~p~rat~ ,$~ai t~ ~b~ affLxed~ .and these p~e~h/s ~-beg/ll~r~/kH/~ll mitJ/~ of~th~gaidsB~ard~as,O~,~)~. , ~ , <, BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7244 ISSUED TO: ROBER~ DATE: 2010 PROPERTY ADDRESS: 4295 SCTM#53-6-24 ~LDG. DEP~ ~ OF SOUTHO[D AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on 2010 in consideration of application fee in the sum of $250.00 paid by Robert Swing and subject to : Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and the following: ' Wetland Permit to demolish the existing one-story (966 sq.fl.) with the existing foundation to remain; add three (3) courses of concrete block to the existing foundation to comply to FEMA flood regulations; construct a new 1 ~ story dwelling on the existing foundation/footprint including a loft/storage containing 580 sq.ft.+/-; construct an addition to the landward side of the existing foundation/footprlnt~contalning 627 sq.ft.+/-; remove the existing sanitary system and replace with an updated sanitary system within the front yard, install a retaining wall surrounding the sanitary system measuring 118'+/-X1.3'+/- high, install a French drain along the southern side yard property boundar~ establish a 5' wide non-turf buffer along the landward side of the bulkhead, with the condition of a driveway, which is not to encroach into ~he Tbwn Right-of-Way, and a line of staked hay bales and silt fencing is installed prior to construction activities and maintained throughout construction, on the survey prepared by John T, Metzger receiv~l on January 26, 2010 and stampe~approved on FebruarY 24, 2010, and plans prepared by Frank Notaro, Architect received'on January 26~ 2010 and stamped approved on February 24, 2010. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. James F. King, President Bob Ghosio, Jr., Vice-President Dave Bergen John Bredemeyer Michael J. Domino Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0740C Date April 12, 2012 THIS CERTIFIES that the demolition of the existing one-story dwelling; construction of new 1 ½ story dwelling on existing foundation with second-story loft/storage; addition to landward side of foundation; removal and replacement of sanitary system within front yard with surrounding retaining wall; pervious driveway; on-grade patio; and 5' wide non-disturbance buffer. At 4295 Bayshore Rd., Grecnport - Suffolk County Tax Map #53-6-24 Conforms to the application for Trustees Permit heretofore filed in this office Dated 1/26/10 pursuant to which Trustees Wetland Permit #7244dated 2/24/10 was issued and Amended on 3/21/12 and conforms to all of the requirements and Conditions of the applicable provisions of law. The project for which this certificate is being issued is for The demolition of the existing one-story dwelling; construction of new 1 ½ story dwelling on existing foundation with second-story loft/storage; addition to landward side of foundation; removal and replacement of sanitary system within front yard with surrounding retaining wall; pervious driveway; on-grade patio; and 5' wide non-disturbance buffer. The certificate is issued to ROBERT SWlNG owner of the Aforesaid property. Authorized Signature i ew YOrk State Department of Environmental Conservation Division of Environmentsl Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631) 444-0365 , FAX: (631) 444-0360 Webslte: www. dec. state.ny, us PERMIT MODIFICATION Alexander B Gmnnls Oomml~lon~- September 24, 2008 Mr. Robert Swing 96 Gun Club Road Northport, NY 11768 Re: Permit # 14738-03490/00001Mod 4295 Bay Shore Road, Southold SCTM # 1000-053-06-024 Dear Mr. Swing: Your recent request to modify the above permit has been reviewed pursuant to Uniform Procedures Regulations (6NYCRR Part 621). It has been determined that the pmpesed modifications will not substantially change the scope of the permitted actions or the existing' permit conditions. Therefore, the permit is modified to authorize: The installation of a 118' foot retaining wall to surround the sanitary system which will be backfilled with 80 cubic yards of clean sand to elevate sanitary system above groundwater, and the installation of a french drain along the soutbem side of the property. The following special conditions are being added: 1. The placement of fill shall be limited to areas 75 feet or greater from the landward edge of the bulkhead. 2. The stormwater treatment system must be inspected twice yearly at 6 month intervals and cleaned at least once per year before June l't, or as per manufacturers specifications. The permittee shall keep a written log of all inspections and service and shall submit a copy of each annual log by December 31st of each calendar year to the Region 1 Office of Marine Habitat Protection, SUNY ~ Stony Brook, 50 Circle Road, Stony Brook, New York 11790-3409 Attn. Compliance. New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY ~ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 · Fax: (631) 444-0360 Website: www,deo.nv.aov Alexander B. Grannis Commissioner PERMIT MODIFICATION October 15, 2009 Mr. Robert Swing 96 Gun Club Road Northport, NY 11768 Re: Permit #1-4738-03490/00001 4295 Bay Shore Road, Southold SCTM#1000-053-06-024 Dear Mr. Swing: The Department of Environmental Conservation (DEC) has reviewed your request to modify the above referenced permit in accordance with the Uniform Procedures Regulations (6NYCRR Part 621). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the ex!sting permit conditions. Therefore, the permit is hereby modified to authorize: The construction of a second story loft, and raising the existing dwelling 24 inches, as per the survey prepared by Peconic Surveyors last revised 7/13/09. This letter is a modification to the odginal permit and must be available at the job site whenever authorized work is in. progress. All other terms and conditions remain as written in the original permit. Sincerely, Permit Administrator cc: MHP Architechnologies file NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03490 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: ROBERT SWING 96 GUN CLUB RD NORTHPORT, NY 11768 (631) 273-5800 Facility: ROBERT SWING PROPERTY 4295 BAY SHORE RD ISCTM#1000-053-06-024 SOUTHOLD, NY 11971 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Town of Southold Facility Principal Reference Point: NYTM-E: 720.584 NYTM-N: 4550.844 Latitude: 41004'44.2.' Longitude: 72°22'27.0" Authorized Activity: Demolish and existing dwelling; construct new dwelling. All work shall be done according to the plan prepared by John Metzger last revised on April 14, 2010. Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-03490/00002 New Permit Effective Date: 5/6/2010 Expiration Date: 5/5/2013 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: MARK CARRARA, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOKI50 CIRCLE RD STONY BROOK, .NY 11790 -3409 Authorized Signature: ~ Date ~ / ~ / .2oro Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Page 1 of 5 ~b/~b/ZO±~ II:4Z b~l-444-U~bU NYSDEC R1 PERMITS PAGE 02/08 NI~W YORK STATE DF_~ARTMENT OF EaNWIRONMENT~L CONSERVATION Facility DEC ID 1-4738-03490 PERMIT Under'the Environmental Conservation L.a.w,(ECL) permittee and Facility Information Permit Issued Toa ROBERT SWING 96 ~UN CLUB RD (63 I) 273-5800 ..~ ~'~ ' Facility: 4295 BAY SO~O~, Facility. Loca~:' in SOUTHOLD in SIJISfOLK COUNTY Village: Town of Sou~010 Fn¢ffity Prlm~al Regerena~ Point: NYTM-E: 720.584 ~-N: 4550,844 Latitude: 4t°1M~44.2!' Longitude~ 72022'27.0.' Authoriz~.~' ' Activity: Demolish and existing dwelling; construct new dwelling. a, cordbag to the plan prepared by Jotm Metzger last reVised on' April. 14, .2010. Permit Authorizations Ti~ Wetlands - Under Article 25 All worksh~l~,bedone By ~eptanee. of mia permit, the permittee agr~ that the tma~ait i~ contingent upon strict co.ce wRh. the IgCL~ all appUeable regulations, ~nd' all conditiona included as part of PentaX,. ' ' ',F, Permit Adml 's~p~': ~ (2 ' 11~ R~ 'onal P '~ A~nistrator Address: :iL 1~I ~ ~D~I.: IeJ~Olg/'q 1 HI~AD~UAR 1 tSR~ ' - SUN~ @ STONY BROOK[50 CIRCLE RD STONY BROOK, NY 11790 -3409 Authorized Signals: ". ~ Permit Components , ,""" · NATURAL.RESOURCE PF_IIMIT coNDITIONS ~orO '1. GENERAL CONDITIONS, APPLY 'TO A I,~1: AUTHOR r/RD pERMiTS NOTIFICAIION OF OTH]~ PERMrITEE OBLIGATIONS . ' Page 10f 5 ~5/8B/2010 11:42 B31-444-O3BO NYSD£C R1 PERMITS NEW YORK STATE DEPARTMENT OF glCVIRONM~NTAL CONSERVATION Facility DISC ID i-4738-03490 , 03/08 NATURAL RESOURCE PERMITcoNDITIONS -Apply. t0the Fonowing .. Permits: TIDAL WETLANDS x. State May Require Site Restoration ff upon the expiration or revocation' of this permit, the projea hereby authorized 'has not'been completed, ilae applicant shall, without expense'to the State, and to Such· extent and in such tim~ and manner as the Depa!'tinent of EnVironmental Consarv~ition maY require, remove all or any portion 6f the ullcomplete.~ }~.~,~t~d restore the site to its fomler condition. No ctmra shall be made a~alnst ~-/~g/t/i.'i~ Pew York on acco~:~ ~uch rellloval or alteration. 2. Notice o][ Commerl~ht At ]e4~t 48 hoUrs pri°r to comnlericerllent of ~}~i~,oject the perlllittee and contractor shall ~ and remm th~ top portion of'the enclosed notification fori~ng that they are fully aware 0~d understand all terms'and Conditions of.this permit. Within 30 d~!.oi conlplet/on of project, the.~tom portion.gf thc form must also be signed and returned, along with pl~. ,,o. graPh$ Of · · . :? · · . · . . ~t~ . 3. 'Esta~l~h vegetated· Buffer T° protect the values of the tidal wetlands, a permanellt vegetl~.. ' · buffer ~ shall be established. There shall be no disturbance to the Itatutal'vegetation or topogi~hy within.!~ area.extending ~ linear felt'landward of the tidal wetland boundary.. 4. N,~ Changes to Septic System This permit docs' not imthoiize any altcrafi°n, expansion or reply,' emcnt, of existing Septic systems.. . esCape into any.w.,e,i .d~,~...o.,,,f., New York State nor shall washings from ready-mixed c~ trucks, imx~¢.i!ii~ other devices, be ~t~,~,o.. onter any wetland or waters. Ollly watertJl~; ~ · water fomls shall be used. Wet conc~a,~6.., 'not be poured to displace w~.'~ the forms ~ 6, No Construction Debris m i~etland or tdjacent Area ~y ~s orexcess material from. c0n~ction of this project shall be completely remOVed from'the adjacent.area (upland) and rcmo~;e~'" to all a~ved upland area.for disposal. NO debris is perniit~ed in wetlands and/or protected buf~ 7. N~,,,iSttU'banee to Vegetated Tidal W~t]allds..Thole Shall be no distUrbance to vegetated tic~ ii. Storag~f Equipment, Materials. The storage o£ construction equipment and materials ~hll be. confined wifft~tl the Projc, ct work area and/or upland areas greater than 50 linear feet f~om t~'tidal 9. Clean Fill Only.":.'.~J. fill shall consist of clean sand, gravel, or soil (nOt asphal~,,,~, flyaSh, broken concrete or demolition" s).' . · 11. Seed, Mulch Disturbed Areas All sreas of soil dismlbance resulting'from tkis project shall'be ' seeded with an appropriate, per~'nmal grass, and mulched with Straw immediately uP°n completion of the project, within t~VO day~ of final grading, or bythe expiration of the l~rmit, whichext'r is first. NEW YORK S?ATE DI~PARTM~qT OF ENVI~oNMENTAL CON~ERYATION Fac~y DEC ID 1.t4738~90 .. ' ': 12. Tidal Wetlaild covenant ..The ~er~ttee' shall incorporate thc att~hed Covenant (or Dcpmtment-approved language) to the dee~ i:or the l~oNerty where the project willbe'?onducted ahd file it with the'Clerk of SUFFOLK County'within 30;days of the effective date of this permit.. This deed covenant ghall nan with the land into perpetuity. A copy of:the covenanted deed or other accept,able proof of record, along with the number, assigned to this permit, ahall be submittedwithin 90 days of the effective date of this permit to NYSDBC ~ .~I~"1 HEADQUARTERS , .u%%,%!1 SUNY .,~.~¢~5NY BROOK]50 CIRCLE RD . a,~, · STO~.I~'i~ROOK, NYH790-3409 ' ' ' "[%11' · · 13. State N..o}Liable for Damage The State of New York shall in no caSe be liable for an~gc or ..structure or wcck heroin authonzext.which ma3' be caused by or result from futur*i~perations e r the State for the conservation ~ imPr°vemem of navigation, or for other purpo~ and no shall aCcrue from any such damage. .qans All set, ratios.authorized by this penmt must be m'smct conformafi~¢ ~y the applicant or applic .ant'$. agent as part of the permit aPPlica~n. plans Were prepared by John Metzger last revised on 4/14/2010 and stamped NYSD~.. is. . ,' " ........ :..,.A,.!teratlon of Work. If futilre operations by the State of .hof Environmental Conscrvatton ~Lhtl~l cau~ monable'obstructi~¢ fr~ rmvi~atibn ! ! i position'~,~cture or work herein authorized, 'or if, in ~,~fffi~51i of ~c of a a's or flood flows or endanger the bealhii,'.~..or welfare oi ~le of the State, or cause ~ ,, m:tton ct ~e natural r~sources o~ the.~tate, the owner may ce orasren'vy the iJepertment,~ rem ! ~ rlter the Structural work,· obst~u~tions, or hazards caused thereby without expense to the and ~ Upon the expiration or'rev0~ation of this permit, the.structure, fill, excavati°n, or oth~ jjr' . I~ , authorized shall not be COmpleted,' the ownem,i shall, withq~ State, 'and to sUCh ~xtent and in such.time and manner as th..c, Deparm~nt of . I~ made agiiinst the State of New York on account..of any such removal or alteration. ,,'~ll~:'' ' ' 16. Preeauflo~}Agmn.st Contamination,of.Waters All necessary precautions shall ~.1~ ~en to · preclude contamm~pn .of any wedand or. waterway by suspended solids, sediments, ~ls, solvents; · .:lubricants, qaoxy tearful pants, e°%ret¢, ieackate or any.0ther enviroment~.~ieterious materials Page 3 of 5. NEW YORK STATI~,D~,PARTMENT OF ENVIRONMENTAL CoNsERvATI°N Facility DFC ID 1-4"/38~03490 GENERAL CONDITIONS,- Apply to :ALL Authorized Permits: 05/UU ' I. Facility InsPeCtion by The.Department The permi~ site or faciliiy, including reievant records, is, · subject.to inspcction at reasonable hours and. inter~als by an authoiiz~d representative of the Department of Eg. vff0nmental Conservation (th~ D~partment to ~no whvt. her tho Permitte~ is complying with tiffs pvrm~t and thc ECL Such r~lt~tlt~ ~ ~[~ ~ i~mdcd pu~uant to ECL 71~ 0301 The permittee shall ~de a person to accompany the Department's representat~l~ ..~ng an'inspection to the permi! ar~l~i'enrequeSted by'the.Deparm~nt.. ' . ' · .. "~:;~i~i~It,. "' A copy of thi~:i~xm/t, including all referenced maps, drawings and sP0:ial c°nditi°ns, rnusl't~e available for insPec~ by the DePartn~nt at all times at the project site or ~acUity..Failure to produc~Py of the perm)t?Upon request by a Department representative is a violation'of tl~s permitl " .: ':' . . ~ .. · ' ' . il, ' 2.. Re~nship Of thisYermit to. Other Department Orders and Determinations. Unless provi~ for by the Department, issuance of this.pemlit doe~ not modify, Sup~ede or remind any Or d~,-mination previously issued by the Depat. tment or' any of the terms, conditions 6r requirementS, con,~ned in such order or ck~termination.' ' ' ' ' ' ' ' separate written .,a,~*x~a/~arancnt. for permit renewal, modification or transfer'of ~ petit. ~,~.. ,~l~gCa~ion mUst incXu~t}~..o.,nm or suPPlemental intomatton the ml~a~i~ui~. · An~ ~ai, modification or transfer grani~':l~,!~ Departmont mus~ be in wr~':;:~t~bmlssion of a ~Iicatlons for nmt renewal, modificauon or transt~ar~.t~ be suhm~,~ pp pe ... ............... Regional p~rmit Ad ' i:, NYSDEC REGION' 1 HEADQUARi.0.iiS ' ' · ;. · ' !ill. SUNY. @ STONY BROOK]50 CIRCLE RD , I' ' "~! ,,$,.TONY BROOK/NY11790 -3409 ' ' .~f" days befor~t~t exInralaon for the following pen~it authotizalions: Tidal Wetlands. S- Permit Moil., Caaom, Suspensions and Revocations by the Department The Dela~t' a.l m~Len~ll7 false or mac]~:~ statements m the perrmt applieatioR,~flsuppomng papers; . D. rmmre vy me penmttee to comply w~m 8ny terms or ¢onomon$ o! ~e permit; ' · ' c. exceeding the scope Of the project as described in the Petrolt applicati0~; · d. · newly discovered material information or a material change, in envir°nmental c0nditions, relevant technology or applicable law or regulation, since the issuance of tho'exist/ng permit; I Page fi Ofl~ e. noncompliance with pr%iously'issued permit condiduns, orders of m~ commlssioner, any ptov~si°% of thc Env~xonm~tal ConservattoJa Law or regulations Of.the Department related to the permi~re.A activity.. Item 6. Permit Tra-~fer. Permits ,a~ transferrable unless stx~ifically.proh~bited by smmt¢,,~gulation or anothor Perro~t, ~ondiO. on, Applications for'permit transfer should be submitted ]?nor to act~ml transfer o~ owncrslxip. NOTIFICATIO~TOF OTHER PERMITTEE OBL O " Legal ResPonsibility add Agrees to Indenmitlcafion state or fe~Leral agencies, expressly agrees to it~demnify anc~ hold. har~.~,s the ental Conservation 0£ the State ~fNcw York, its r~sentatives, and a§ents ( ~ for all cl~ims~ ~uitS, actions, and damag%,'to the ext~ent attributable to the ' qi,~,' mmmuns m connccuon w~th the pc~'n~tte~ s undertaking o~ actmtms ~n . with, or nd mmntcnance of, the facility or fatalities authonzed by the ~t whether m ~ m compl~an~ With the ~ms and'condi~iuns of,the permit.: This indemnificat~0n do~ no~ ex~ to any claims, suits,,actions~.o~ damages to the extent at. bumble'to DEC's own negligent or mtent~o.,d.~l acts or 9n~ss~ons,.,or, to any cla~s, sm~s, or scrams naming the DEC and arising under under fed~i or ~t~liW.. ' * ." . .......... Xtem B: P,e.,~qs Co~tractors to Cemp~.~. Pernut . r, ~.~. ' The pe~ ~$ ~esponmblc for.reforming ~ts m~t contractors, employ~ ~J~ and ~ss~s of their ~on$ibility to.comply With this penni't, including'~'$1Yee~~;~hilg acting as.the · '~, · . ... .: . . . · .... .. perl~ s agent with respect to the permitted actiwtles, and such persons'shall b~ subject to the same sancuo~ for wolat~ons of thc Enwronmontal Conservanon Law as those presenbexl.for the perrmttee. Item C: ~mittee Res ,i~. ~nsible for Obtaining,Other Required Pernuts Item D: No RI~ to Trespass or Interfe~ w~ RIparian Rights This pornmt docs/~,,c~vey to the p~rrmttee.any nght to trespass upon the lanOs o~ interfere the riparian rights of oth~ !n order to perform the pennittecl work nor does. it authorize the i .~,r~t of any rights, title; orint~-r~t jn real or personal property held or vcstcat in a person not.a~a~y to the ' ' Page 5 of 5 NEW YORK STATE DEC PERMIT NUMBER 1-4738-03490/00001 FACILITY/PROGRAM NUMBER(S) DEPARTi~ENT OF ENVIRONMENTAL CONSERVATION PERMIT Under the Environmental Conservation Law I EFFECTIVE DATE Janua~ 26,2007 EXPIRATION DATE(S) January 31, 2012 TYPE OF PERMIT · New [] Renewal [3 Modification [] Permit to Construct [] Permit to Operate [] Article 15, Title 5: Protection of Waters [] Article 15, Title 15: Water Supply E~ Article 15, Title 15: Weter Transport [] Article 15, Title 15: Long Island Wells [3 Article 15, Title 27: Wild, Scenic and Recreational Rivers [] 6NYCRR 608: Water Quality Certification PERMIT ISSUED TO Robert Swin~l [3 Adicle 17, Titles 7, 8: SPDES [] Article 19: Air Pollution Control [] Article 23, Title 27: Mined Land Reclamation [3 Article 24: Freshwater Wetlands · Article 25: Tidal Wetlands [3 Article 27, Title 7; 6NYCRR 360: Solid Waste Management [] Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management [] Article 34: Coastal Erosion Management [] Article 36: Floodplain Management [] Articles 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control TELEPHONE NUMBER (631)273-5800 ADDRESS OF PERMI'~i'EE 7 Windsor Lane, East Northport, NY 11731 CONTACT PERSON FOR PERMITTED WORK Suffolk Environmental Consulting, P.O. Box 2003, Bridgehampton, NY NAME AND ADDRESS OF PROJECT/FACILITY 11932-2003 SCTM # 1000-053-06-024 ITELEPHONE NUMBER (631) 537-5160 4295 Ba~/Shore Road, Southold COUNTY I TOWN Suffolk Southold DESCRIPTION OF AUTHORIZED ACTIVITY: IWATERCOURSE Shelter Island Sound NYTM COORDINATES Construct a one story addition adjacent to the western side of the existing single family dwelling. Install new septic system. All work must be done in accordance with the attached plans stamped NYSDEC approved. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. Region 1 Headquarters, SU~Y @ Stony Brook, 50 Circle Road, John A. Wielap/] (JRt,) I Stony Brook, NY 11790-340~ AUTf~)RIZEI~ SIGNATURE ~anuE I ~4-' ~- ~ a, 29, 2007 Page 10r4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and/or protected buffer areas. 2. Any debris or excess material from construction of this project shall be completely removed from the adjacent area and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands or protected buffer areas. 3. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 4. All areas of soil disturbance resulting from the approved project shall be stabilized as per the specifications of the appr°ved plans immediately following project completion or permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 5. The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 6. All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales / silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 7. If seeding is impracticable due to the time of year, a temporary mulch shall be applied and final seeding performed at the earliest opportunity when weather favors germination and growth, but not more than six months after project completion. 8. All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 9. All fill shall consist of "clean" sand, gravel or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 10. Necessary erosion control measures e.g., staked haybales, silt fencing, etc. are to be placed on the downslope edge of any disturbed areas. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 11. Roof runoff shall be directed into dry wells a minimum of 75 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 12. Driveways and parking areas shall be constructed of NYSDEC approved pervious materials. 13. Sanitary systems (bottom of the tank and leaching pools) shall be located a minimum of 2' above seasonal high groundwater. 14. The permit holder shall incorporate the attached Covenant (or similar language) to the deed for the propertywhere the project will be conducted and file it with the Clerk of Suffolk County within 30 days of the effective date of this perm it. This deed covenant shall run with the land in perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days and prior to commencement of any regulated activity at the site to; NYSDEC, Marine Habitat Protection, SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409, Attn: Compliance. DEC PERMIT NUMBER 1-4738-03490/00001 PAGE 2 of 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5), 24, 25, 34 AND 6NYCRR PART 608 ( TIDAL WETLANDS) If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former conditic)n the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. Any material dredged in the conduct of the work herein permitted shall be removed evenly, without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 5. There shall be no unreasonable interference with navigation by the work herein authorized. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, rem ove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 7. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301,302, 303, 306 and 307 of the Clean Water Act of 1977 (PL 95-217) provided that all of the conditions listed herein are met. 8. At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. 9. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by: Suffolk Environmental Consulting Inc. last revised 9/27/06. DEC PERMIT NUMBER 1-4738-03490/00001 PAGE 3 of 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, . and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the perm it whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals byan authorizec~ representative of the Department of Environmental Conservation (the Department) to determine whether the is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Parfait to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal, modification or transfer of this Such application must include any forms or supplemental information the Department requires. Any renewal modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Contro~ (APC) and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 General Condition 4: Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the pen"nittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER 1-4738-03490/00001 IPAGE 4 OF 4 I~-S~ HOLE DATA: DARK DROWN SANDY LOAM DROWN SANDY OLAY' SWING property U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name MR. ROBERT SWING A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 4295 BAY SHORE ROAD City SOUTHOLD State NY ZlPCode 11971 A3. Property Description (Lot and Block Numbem, Tax Parcel Number, Legal Description, etc.) 100O-52-06-24 OMB No. 1660-0008 Expires March 31, 2012 A4. Building Use (e.g., Residential, Non-Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 41DEG 04MIN 49.1SEC Long. 72DEG 22MIN 31.5SEC Horizontal Datum: [] NAD 1927 [] NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawispace or enclosure(s): a) Square footage of crawlspaca or enclosure(s) 1588 sqft b) No. of permanent flood openings in the crawispece or enclosura(s) within 1.0 foot above adjacent grade c) Totat net area of flood obenings in AS.b 1076 sqin d) Engineered flood openings? [] Yes [] No A9. For a building with an attached garage: a) Square footage of attached garage __ sq ff b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b __ sq in d) Engineered flood openings? [] Yes [] No SECTION B- FLOOD INSURANCE RATE MAP (FIRM)INFORMATION B1. NFIP Community Name & Community Number I B2. County Name I B3. State SOUTHOLD, TOWN OF 360813 I SUFFOLK I NEW YORK B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9 Base Flood Elevation(s) (Zone 63103C0519 H Date Effechve/Revised Date Zone(s) AO, use base flood depth) 9/25/09 AE EL 6 B10. indicate the source of the Base Flood Elevation (BFE) data or base flood depth enterad in Item Bg. [] FIS Profile [] FIRM [] Community Determined [] Other (Describe)_ Bll. Indicate elevation datum used for BFE in Item B9: [] NGVD 1929 [] NAVD 1988 [] Other (Describe) S12. Is the building located in a Coastal Barder Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date __ [] CBRS [] OPA [] Yes [] No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: [] Construction Drawings* [] Building Under Construction* [] Finished Construction *A new Elevation Certificate will be required when construction of the building is (~mpiste. C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, Vl-V30, V (with BFE), AR, AR/A, AR/AE, APJA1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized Conversion/Comments __ Vertical Datum NAVD 88 a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 5.0_ b) Top of the next higher floor 1(3.0_ c) Bottom of the lowest horizontal structural member (V Zones only) _._ d) Attached garage (top of slab) _._ e) Lowest elevation of machinery or equipment servicing the building 1(3.0_ (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 5.1 g) Highest adjacent (finished) grade next to building (HAG) Z.9 h) Lov~st adjacent grade at lowest elevation of deck or stairs, including _._ structural support Check the measurement used. [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rice only) [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data availeble. I understand that any false statement may be punishable by flee or imprisonment under 18 U.S. Code, Section 1001.[] Check here if comments are provided on back of fo~m. Were latitude and longitude in Section A provided by a licensed land surveyor? [] Yes [] No Certifier's Name JOHN T METZGER License Number 49618 Title LICENSED SURVEYOR Company Name PECONIC SURVEYORS PC Address 1230 TRAVELER STREET City SOUTHOLD State NY ZIP Code 11971 Signature ~ .~ ~ Date 06/03/2011 Telephone 631-765-5020 ~,'/ 'c.J / d FEMA Form 81-31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 4295 BAY SHORE ROAD Poticy Number City SOUTHOLDState NY ZIPCode 11971 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Signature ~ '~'~'X/.~.~. Date 06,0312011 [] Check hers if attachments SECTION E -"BUI(.DING ELEVATI'OI~I,4~ORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A 0NITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rice only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is [] feet [] meters [] above or [] below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is [] feet [] meters [] above or [] below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Itams'8 and/or 9 (see pages 6-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is __.__ [] feet [] meters [] above or [] below the HAG. E3. Attached garage (top of slab) is [] fe~t' [] meters [] above or [] below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is [] feet [] meters [] above or [] below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? [] Yes [] No [] Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized rspresentative who cempletas Sections A, B, and E for Zone A (without a FEMA-issued or cemmunity-issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E ars correct to the best of my know~Te. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments [] Check here if attachment~ SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and Gl. [] The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authodzeq by law to certify elevation information. (Indicate the source and date of the elevaflon data in the Comments arsa below.) G2. [] A community official cempleted Section E for a building ~ocated in Zone A (without a FEMA-issued or community-issued BFE) or Zone AO. G3. [] The following information (Items G4-G9) is provided for community floodplain management purposes. I C'4' Pen'nit Number r~5' Date"e~it'ssaed IG6. Date Certificate Of COmplianco/Ocoupancy Issued G7. This permit has been issued for: [] New Construction [] Substantial Improvement G8. Elevation of as-built lowest floor (including basement) of the building: __ __ [] feet [] meters (PR) Datum __ G9. BFE or (in Zone AO) depth of flooding at the building site: [] feet [] meters (PR) Datum __ Gl0. Community's design flood elevation [] feet [] meters (PR) Datum __ Local Official's Name Title Community Name Telephone Signaturs Date Comments FEMA Form 81~31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg, No.) or P.O. Route and Box No. Policy Number 4295 BAY SHORE ROAD City SOUTHOLD State NY ZIP Code 11971 Company NAIC Number If using the Elevation Certificate i:o obtain NFIP flood insurance, affix at least two building photogr,,aphs below accord,!ng to the instruc,!ions for Item A6. Identify all photographs with: date taken "Front View" and "Rear View' and, if required, Right Side View and "Left Side view.,, f submitt ng more photographs than will fit on this page, use the Continuation Page, following. 4295 BAY ! city Building Photographs Continuation Page Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number Company NAJC Number If submi on the preceding page, affix the additional photographs below. Identify all ~ "Rear View*; and, if required, "Right Side View* and "Left Side View." Suffolk County - Preliminary Digital Flood Hazard Data Report Page 1 of 1 Flood Information Report Overview Hap Flood Information Special Flood Hazard Area (SFHA) The areas subject to inundation by the 1% annual chance (100-year) flood. Structures located in the SFHA that carry a mortgage loan backed by a federally regulated lender require flood insurance. Base FIo~d Elevation (BFE) Re elevation shown on the Flood Insurance Rate Map for Zones AE, AH, Al-A30, AR, AO, Vl-V30, and VE that indicates the water surface elevation resulting from a flood that has a one percent chance of equaling or exceeding that level in any given year. Lowest Adjacent Grade (LAG) An estimate of the elevation of the lowest ground touching the structure. To be removed from the SFHA, the lowest adjacent grade must be at or above the Base Flood E~evetlon. Highest Adjacent Grade (HAG) An e~timate of the elevation of the highest ground touching the stTucture. Zone Descriptions AE, Al-A30 Areas with a 1% annual chance of flooding and a 26% chance of flooding over the life of a 30-year mortgage. In most instances, base flood elevations derived from detailed analyses are shown at selected intervals within these zones. The Federal Emergency Management Agency (FEMA) maintains information about map features, such as street locations and names, in or near designated flood hazard areas. The information herein represents the best available data as of the effective date shown. TO obtain more detailed information in areas where Base Flood Elevations (BFEs) and/or floedways have been determined, users are encouraged to consult the FEMA Map Service Center at 1-800-358-9616 for information on available products associated with this FIRM panel. Available products may Include previously issued Letters of Map Change, a Flood Insurance Study report, aed/o~ copies of this map. Requests to revise flood information in or near designated flood hazard areas may be provided to FEMA during the community review perled. Disclaimer: Re data provided through this application and any reports generated from the application are provided for informational purposes. It shall not be used to determine flood insurance rates or purchase requirements. PROFILE Date: 4/15/2009 Address: 4295 Bay Shore Rd, GREENPORT, 11944 CounW: Suffolk Stnte~ New York I~G: it.3 (feet) HAG: 5.5 (feet) FLOOD INFORMATION PROPOSED FiRM Panel: 35103C0159H SFHA: Yes Zone: AE BFE: 6 Floodway: NO EFFEC'r~VE SFMA: Yes LINKS http://www FEHA.gov http://www Icma.gov/business/nfip http://www floodsmart.gov CONTACT Address: Region 2, 26 Federal Plaza, New York, NY http://www.suffolknyfloodmaps.com/report.htm 4/15/2009 /~oo--~-.~-~.~,d TOWN OF SOUTHOLD PROPERTY RE~ORD CARD OWNER STREET L/'Zq~ ~ES. S~S.~,~/-6 VL FA~ COMM. CB. MISC, Mkt. Value ~ND IMP. ~ TOTAL DATE REMARKS II ~ ~ 2 ,~ ~ ~ 7 .~ 6~/d/'' ~ AGE BUILDING CONDITION ~ ~/~7 ~/~ N~ NOeL BELOW ABOVE FARM Acre Value Acre Per Value Tillobl~ ~oodl*nd Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD Hous~ Plot DEPTH t ~otal DOCK L Bldg. ,~ ~/ .~ ~ (tension (tension ' arch arch reezeway ,arage aria ).B. 'oral COLOR TRIM Foundation ~ .~ ~ent Ext. Walls / (t~'~) Fire Place Type Roof reation Room Bath Fleors nterior Finish Heat Rooms 1st Floor Rooms 2nd Floor LR. DR. BR. FIN. B. ~BUILDING PERMIT EXAMINER CHECKLIST Applicant: Architect/Engineer: SCTM# 1000- ~ :5 - ~ -~,~Cf/ Subdivision: Property Address: t{OQ~ /~SL/~/ / Building Permits (Open/Expired): m, BP -Z / C/0 Z- , Info: 8ingle & Separate Search Required7 Y or~eternfiuation: ~Q. Lot Size: ~D ~ ~ ~ ACT. Lot Size: ~Q. Front ACT. Front ~Q Side ACT. Side *Date Submitted: 5/ //~06/O~*Date Reviewed:~//~06/O~ Estimated Cost: Zone: - Conforming ? City: Pre COs7 / ~ ) BP -Z / C/0 Z- ,Info: , Info: ~ BP -Z / C/0 Z- , Infig: REQ. Lot Coy. ~ ACT. Lot Cov.~ .~ REQ. Rear PROP. Rear REQ Height ACT. Height If yes, ,v a t e r~md y4.~_ ~15.0( ~Panel#, ~ tq{,~ :d Zone~l ulkhead/Bluff Distance: ADDITIONAL APPR~ ~LS R~UIi~;D SuffolkConn,yHealth¢~rN-lfyes.*Bed~:_~'~ *l)ate~ , / ) - If no, certilicalion required: Y or N Received: Y or N By: Sou,holdT,'ustees~-l)ale: ~/Z~Tl'ermitfl: ~orNJ Sonlhold ZB~or N- I)alc:/P/~/~;9 Pcrmi, ,,: ~-Notes: Southohl Planning: ~ oral)ale: / Permit fl: - Notes: Town Landmark C orA: Y TE: / *NYS CODE (mnphance (page 2): 5 o N Fee Strncture: Calculation: First Floor: . Second Floor: . If)iL{? si; Other: ~{B~2 SF 2. ( Total: SF + hfitial Fee: + Additional Fee ( ): SF)- ( _SF)= SF X $ =$ + Initial Fee: + Additional Fee ( ~[Oo3 ): TOTAL: NEW YORK STATE CODE COMPLIANCE CHECICLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Weathering: Severe__ Desigu Temp: 11 ~/ Ice Shield Underlay: YES ,~_ Flood Hazards: USE/OCCUPANCY CLASSIFICATION:_ }~ HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: ~t~-5-~-----..~_ ,,, DESIGN CRiTERiA: ENGINEERED;I~".(:iRIPTIV~)_. EULL FRAMING DESIGN ELEMENTS: ~ Wind Speed: 120MPIt__ Seismic Design Category: B FrostDepfl~: 36" /' Termite: M-LI '"-' Decay: S-1H IIEADERS: Y/'N WAI,L STUIIS: Y/N CEiLING JOISTS: Y/N FLOOR JOISTS: ) ~ y~ LU~llER SPECIES ~1 DESIGN LOAD CAI A~ULATIONS: (~;1] >- DEII. S: Y/N I,~(~()17 IOkl;TERS: Y/N 1AVE: Y/Iq I)I£AI}: Y/N SNOW: Y/N NI21SMI(': Y/N V,'INI): Y/N WINI)OW AN D D( )()R SCHED[ [I,17: I~;(¢I{ESS 5.7 S.F.: I,IGHT 8%: ~/N VENT 4 %: NAIL~G/CONSTRUCTION SC, HEDUI,E:~¥~ MEANS OF EGRESS: LOCATION OF ~IRI~ PROTECTION E()U1PMENT: Y/N ERII] It,Al I©l : ENERGY CA LCS: ,~(?N TO~IAL COMPLIEN(L. Y/N (RETIlILN '10 PAGE ONE) :Town_ __°f SouthoId Erosion, Sed,mentation & Storm-Water Run.off ASSESSMENT FORM PROPERTY COCA. ON: $.C.T.N.~ THE FOLLOWING ACTIONS MAY REQUIRE THE SU~tMa~=~,ON OF fi Dis~dm Section ~ Lot CERTIFIED BY A DESIGN PROFE8810NAL IN THE STATE 0~(~- - ~. ;-~ -- Item Number: (NOTE: A Check Mark ( ~r ) for each OuesUoa Is Required ~- a Complete/~oplication) Yes Wilt this Pmjent Retain All Stom~,-Water Run-Off C-,enemted by a Two (2') inch Rainfall en Site? (This item writ include all mn-off created by site clearing end/or censtructice a~vlfias as weft as all Site v Improvements and the permanent oreeUon of Impe~'tous sudacas.) Deed the Site Plan end/or Survey Show Ail Proposed Drainage Slructums Indicating Size & Location? ~// r'~ This Item shall InClude all Proposed Grade Changes end Slopes Controlling Surface Waten~lowi -- Will this Project Require any Land Filling, Grading or Excevaljen when there is a cl~nge to the Natural r~ Existing Grade Involving mom than 200 Cubic Yards of Material within any Parcel? Will this Applicaiten Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? ~ -- Is there a Natural Water Course Running through the Site? r~ is this Project within the Trustees jurisdiction or within One Hundred [100') teet of a We and or Beach? ~ I Will there be 8ire pmparafton on Existing Grade SIooes ~ich ~xcaed Fifteen (1 S) t~t of Ve~c~l Rise to rI~ One Hundred (100') of Hodzoutal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be 8loped to Direct Storm-Water Run-Off r~ into and/or in the direction of' e Town right.of_way? ~ v__ Will this Project Require the Place~nent of Material. Removal of Vegetation and/o~ the Constructio~ of any item Within the Town Right-of-Way or Road Shcolder A~as? ~ -- (This Item will NOT Include the Installation of Driveway Aprons.) Will this Project Require Site P~eparation within the One Hundred I100) Yea~ Floodplain of ~n¥ Watercourse? r~ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any Building Perm~ EXEMPTION! Yes Does this p~oject meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to thts Question, a Storm-Water, Grading, Dnalnage & Erosion Control pisn is NOT Requifedl v/ STATE OF NEW YORK, ~ t ~ COUNTY OF ...~....?...!. &.~ .......... SS That~,-~:.~i~......~..~...~.~...~.. ........... being duly sw~m, depos~ and says that he/she is the applicant for perLmr~ ~ (Name of individual signing Ooc~illel~t) And that he/she is the ...................... ...~...~...~..2.~. ......................................... Owner and/or representative of the Owner of Owners, and is duly anthofized to perform or h~-.~ and to make and file this application; that all statemen~ contained in this application are true to the that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; da of ............................................... ~ ..~...~..-...r..w.s ...................... ~0.c~ q uuli : ............. FORM - 06107 (Signature of Applicant) TO WI'/ CL~ILK OFFICE OF TI4E TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 2~;, 1993: RESOLVED that the Town Board of the two (2) new forms to be used under tlte of the Code of the To~n of Southold: / Application" {F©P(g3)}, frond "Certificate Special Flood 1lazard ,~r'ea [C/C(g3)}. Town of Southold hereby adopts Flood Damage Prevent regulations "Floodplain Development Permit of CompJiance for Development in Judith T. T~r'ry Southold Town Clerk August 25, 1993 APPLICATION PAGE I Q[ 4 TOWN OF SOUTHOLD FLOODPL,adN DEVELOPMENT I-'ERMFI' APPLICATION This form is to be filled out in duplicale. SECTION I; GENERAL PROVISIONS (APPLICANT to read an__jdjj~ 1. bio work may start tmdl a permit is issued. 2. The permit may b~ revoked ff au',, falsc statemcnti arc made hcrcha. 3. If revoked, all work m~t c~a/e ~mtil permit k re.ksucd. 4. Development shall not b¢ used or occupied until a Certifical¢ of Comptlamc~ is issued. 5. Thc permit will expirf, il rio work is commenced withi~ six mootbs of issuance. 6. Appticz~t is hereby kfformed that o¢her permits may be required to fztlfdl loc:d, state a_ad federal rcgulatoo' rcquiremen{s. ?. Appliczut hereby gives comsent to the Local Admkd.strator or his/her repr~¢ntafiv~ to make ie~oaable 12si~cfioms required to verify complls~. 8. I, THE APPLICANT, CERTIFY THAT ALL STATEMaENTS HEREIN AND IN AT'l'ACI-IME. N1% TO oz. TRUE .*mrD ACCURATE. . mc 'noN'to THE Bss'r OF (APPLICANT'S ,SIGNATURE) '~---""-'~· ~ ' DATE h/t SECTION 2; PROPOSED DETVELOPMENT fTo bc co~_.~plctcd bY APPLICA/'U[3. NAME APPLICANT BUILDER AZ) DRF~S$ TEL1EpHoNE PROJECT LOCATI O&!: To avoid delay ba prooe..sMn§ thc appticadoa, please, provide enouvh infor'madou, to casLiy idcutff)' thc project Iocadom Provide Uae street addrc.~_% [ol number or legM d¢.scfip~ion (atlach) :md, outside ttrb~m areas, the distance to the. neares~ inte. rscclLng road or wall-known L~dmark A sketch a(tachcd to Oxls application showing thc project [ocadoo would bc bclphd FOP(9]} APPLICATION PAGE ] OF 4 DESCRIPTION OF WORK (Check alt appbcnblc boxes): A STRUCTUP.~&L DEVELOPMENT &CTIVITY [3 New Structtu'e [] Aildifion ,~ii~AJter orion [] Rdocatinn ~il Dem61hioff [] Replacement ~TRUCTURE TYPE Residential (1-4 Family) [] Residential (More than 4 Family) Noo-rcsidendal (Floodproo/Lug? [] Yes) [3 Combined Use (P. exidential & Commerci~d) [] Manufactured (Mobile) Home (In Manu- factured Home Park.'?. [] Ye~) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: [] Fdl [] Mining [] Drilling [] Grading [] Excavation (Except for Structural Development Checked Above) · E] Watercourse AJteration (Including Dredglng and Channel Modifications 0 Drainage. lmprovemen~ (Including Culvert Work) 0 Road, Street or Bridge Construction g] Subdivision (New or Expar~iou) U] fndividnal Water or Sewer System [] Other (Plca_~e. Specify) completing SECTION Z, .&PpLlCA24T shouJd subralt farm to Local Administrator (or review. SECTION 3: FLOODPLAIN DETERMINATION fTo be completcdJ2v LOCAL ADF, fINI~TRATOR, i Thc proposed development Ls located ou [zER2v{ Panel bio.___ Tb.e Proposed Development: , Dated [] I~ NOT located in a Spexlal Flood Hazard Asea (Notify the applicant that the appficatiou review ix complete and NO FLOODPLAIN DE ~x,r~LoPN'{ENT PEItLMIT IS REQUIRED). 0 Is located in a Special Flood Hazard ,,M-ca, FIRM z~n¢ dexignation is 100-Year flood elevatiou at thc site is: F~. NGVT) (MSL) 0 U on vaiJablc Thc proposed dcvctopmcnl is located in a goodway. FBFpvt ?~cl Ho. Dated O ~cc Section 4 for ,~dditlonal inslrucl;ans SIGNED DATE APPLICATION PAGE 3 OF 4 SECTION 4: ADOIT_IONAL INFOPoM^TION RE~UI RED (T9 hc completed by LOC/,i-ADM INIS'TRAT__~Q~J Thc appLicazJt must submit thc documenls ch¢ckcd below before thc appiJca0og c.an bc processed: A site phm sbovrLng the location of all cxbtLng struc~uzcs, water bodies, adjacem roads, lot dimensions and proposed development. [] Development plans, drawn to scale, and spedficatkor~, including where applicable: details for ~mcbadng structure.s, proposed elevation of lowest floor ([ndud[ng b~emeat), types of water resistant materials used below the Fa'st floor, details of floodproo£mg o( ufl~ties located below the Ftrst floor and dotMl.s of enclosures below thc first floor. Al~o, [] Subdivision or othor development pta.ns (If the subdivision or other development exceed.s 50 lots qr .5 acres, whichever Ls the lesser, 0~e applicam must provide 100-year Nood clevatiohs il' they are not othc~",v/s~ available). [] Plans showing the extent of watercotmse relocation and/gr landform alterations. [] Top of new f'dl elevation Ft. NGVD (MSL). Floodproofing protection level (non-residential only) Ft,: bIG'VD (MSL), For floodproo£ed structures, applicant must attach certificatior~ from registered engine.er or azchitect. / Certification from a registered engmecr that the propo*-e/d activity ha a regulatory floodway v,4ll not result ha a_~ hacrease i~ the height of One lO0-year flood, a copy o[ all data and c.Mca.datiot~s supporting thks ['mdkng must also be submitted. [] Other: ~Eq:TIQI'q ,5: PERMIT DETERMINATION [To ~c completed bY LOCAL I have determined that the proposed activity:. B. [] Is not La conformance with provision~ of Local Law ~ , 19 attached to axed made. part of thix permit. SIGNED , · The permit is issued ~ubject to thc condiflom [[L.~B~_X_~j~_c~hc~ckcd, tbc Local Administrator may issue a Dcvc. lopmcnt Permit upon paym¢ol o( desi~cnatet II'B~)X B i~ checked, thc Local AdminJstralor wiJl provide a v~'i(ten summ:~r7 of deficiencies. Applic2mt ma revise anti resubmit ~ apptic~alion ia thc Local Administrator or may request a bearhag Irom ibc Board of Appeals APPEALS: Appealed to Board of AppcMs? L-} Yes [] Ho Hca,ring date: Appeals Board Decision--- Approvcd'~ C] Ycs Coaditioms []No APPLICATION PAGE 4 OF 4 · .SECTION 6: A.~-BUTLT _ELgVATION.~ ('Fo be submitted bv APPLICAMT before Certificate of Compliance b is~ucd~ Thc follo,,.~ing iMormadon mu~t be pro¼dcd for projca strlactttr¢l;. T~ ~cc6on m~t be completed bY a registered professional engineer or a kiccased land suaweyor (or attach a ccrtLficadon to this application). Complete I or 2 below. L Actual (As-Built) Elcvadon of the top of ~hc lowest floor, indudlng basement (in Coastal Fli~rh Hazard Areas, bottom of lowest structural member of the lowest floor, cxdudlng piling and columns) is: ~r. NO'V~ O, aSL). :L Actual (As-Built) Elevation of floodprooFmg protection is FT. NGV'D (MSL). NOTE; Any ,~ork pcrformcd prior to su'~mktal of thc abovc inlormation is at thc risk of thc Applicant. / .~ECTION 7: COMPLIANCE ACTION {'To bc co~Jctgd by LOCAL ADMINISTRATOR'} Thc LOCAL ADM[bi[SWRATOR will complete tkis section a_5 applicable based oa h:~p¢cdon of the project to ensure compliance with thc community's local law for flood damage prevention. [HSPIECT1ONS: DATE BY DEFICIENCIES/ [] YES E] NO DATE BY DEFICIENCFES? [] Y"F~q [] NO DATE BY DEFICILENCIES? El YES Lq NO SECTION 8: CERTIFICATE OF COMPLIANCEffI'9 be comple{ed by LOCAL ADMINI~;TRATOR'I CertW, catc of Comptiancc ~ued: DATE; BY: kttachmemt B CERTIFICATE OF CO~PLI~[CE Development in a Special Flood Hazard Are~ TOWN OF SOUTHOLD CERTIFICATE 0 F CO MP LIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD F~d~U~) A_RJ2,A (OVW'qER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE-' [] NEW BUILDING [] EXISTING' BUILDING [] VACANT LAND LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: COMPLL4.NCE iS HEREBY LOCAL [,AW # I 19 SIGNED: CERTIFIED WITH THE REQUIREMENTS DATED: OF COMPLL4.NCE IS HEREBY CER.TIFIED WITH TILE REQUIREMENTS OF LOCAL LAW # .... 19__, .kS MODIFIED BY VARIANCE # DATED ' SIGNED: DATED: C/C{93) Suffolk Environmental Consulting, Inc. Newman Village, Suite E, 2322 Main Street, P.O. Box 2003, Bridgehampton, New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson, M.S., President March 5, floo8 Building Department Southold Town Hall P.O. Box 1179 Southold, NY 11971 Re: Situate: SCTM #: SWING Property {295 Bay Shore Road; Town of Southold, NY lOOO - o5~ - o6 - o2~ To whom it may concern, This Firm represents Mr. Robert Swing, owner of the above referenced property, who wishes to construct an addition to the existing dwelling thereon. In that this proposal will apparently require variance relief from the Zoning Board of Appeals, please note that this office requires a Notice of Disapproval for same. Consequently, please find attached: 1) Town of Southold Building Permit Application; Survey of subject property, prepared by PECONIC SURVEYORS, P.C., last dated February 1{, ~2008, indicating the existing and proposed conditions thereon (two E~ copies); and $) Check in the amount of$5o® to cover the requisite fee. By way of this correspondence, kindly forward a Notice of Disapproval directly to this office. If you have any questions, or require additional information, please don't hesitate to contact me. Thank you as always for your attention and consideration. Sincerely, attachment cc: R. Swing Suffolk Environmental Consulting, Inc. Newman Village, Suite E, 2322 Main Street, P.O. Box 2003. Bridgehampton. New York 11932-2003 (631 ) 537-5160 Fax: (631) 537-5291 Bruce Anderson, M.S., President March 20, 2008 Building Department Southold Town Hall P.O. Box 1179 Southold, NY 11971 Re: Situate: SCTM #: SWING. Property · 295 Bay Shore Road; Town of Southold, NY 1000 -- 055 - 06 -- 02~ To whom it may concern, As you are aware, this Firm represents Mr. Robert Swing, owner of the above referenced property, who is pending a Notice of Disapproval from your Department with respect to our request for variance relief from the Zoning Board of Appeals. With respect to your request for lot coverage over subject property, please find attached: 1) Revised Survey of subject property, prepared by PECONIC SURVEYORS, P.C., last dated March 18, 2008, indicating the required information (two ~2~ copies). By way of this correspondence, and on behalf of Mr. Swing, kindly forward the requested Notice of Disapproval directly to this office. If yon have any questions, or require additional information, please don't hesitate to contact me. Thank you as always for your attention and consideration. Sincerely, Matt D. Ivans euc. cc: R. Swing ITECNOLOGIES October 30, 2009 Town of Southold Building Department Southold, N.Y. 11971 Re: Robert Swing Jr. 4295 Bay Shore Rd. Southold, N.Y. 11971 SCTM#1000-053-06-024 To Whom It May Concern: Enclosed please find the following; 1. Permit modification from the D.E.C. 2. Town Board of Appeals determination. Please feel free to contact our office at 631-298~1129. Sincerely Yours, Frank Notaro, R.A. ITECNOLOGIES PO.Box 93 March l 1.2010 Building Department Town of Southold 53095 Main Road P.O. Box 1179 Re~ Mr. Robert Swing 4295 Bay Shore Road Somhold, N.Y 11971 S.C.T.M # 1000-053-06-024 To Whom It May Concern: Attached please find a copy of the foundation as built survey prepared by John Metzger and the Trustees resolution. If you have any additional questions regarding this request please give us a call at (631) 298-1129. Please send all correspondences to: Frank Notaro P.O. Box 93 Mattituck, N.Y. 11952 'Ihank you, Frank Notaro R.A. ITECNOLOGIES P.O.Box 93 December 21,2011 Building Department Town of Southold 53095 Main Road P.O. Box 1179 Re~ Mr. Robert Swing 4295 Bay Shore Road Southold, N.Y 11971 S.C.T.M # 1000-053-06-024 To Whom It May Concern: This letter is certifying that the adequate for the gas fired hot water heater as residence are Frank Notaro-Architect If you have any additional (631) 298-1129. Please send all correspondences to: Frank Notaro P.O. Box 93 Mattituck, N.Y. 11952 Thank you, give us a call at Frank Notaro R.A. ITECNOLOGIES P.O.Box 93 Janu~ ~. 20~2 Building Departmem To~< of Southotd 53095 Main Road P.O. Box 1179 Re: Mr. Robert Swing 4295 Bay Shore Road Southold, N.Y 11971 S.C.T.M # 1000-053-06-024 To Whom It May Concern: Attached please find a copy of the revised foundation plan revised to show the corrected flood vent clearance to all grades and slab. If you have any additional questions regarding this request please give us a call at (631) 298-1129. Please send all correspondences to: Frank Notaro P.O. Box 93 Mattituck. N.Y. 11952 dAN - 6 202 BI DG DEPI TOWtN OF ~ ' Town ~ Annex 54375 Mira Road P.O. Box 1179 Souihold, NY i 1971-0959 Telephone (631) 765-1802 BUILDING DEPARTMF. aN'T TOWN OF solyrHol.n APPLICATION FOR ELECTRICAL INSPECTION ~Y: y Name: Date: *Name: *Address: *Cross' Street: *Phone No.: Permit No.: Tax Map District: No.: ~'-'~'X - ~ Phone No.: ~ /~, JOBSITE INFORMATION: (*!ndi~tes required information) ,,q 1000 Se~ion: . %~ Block: 6 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Lot:~ (Please Circle All That Apply) *la.job ready for inspection: *Do you need a Temp CedJficate: Temp'lnformation (If needed} · (~)/NO ~gh In~' Final ~______~.'/NO *Service Size: ' ~ 3Phase t00 150 i~ *New Service: Re'connect ~ Number of Meters 300 350 400 Other Change of Service Overhead PAYMENT DUE WITH' APPLICATION *% Town Hall Annex 54375 Main Road P.O. Box 1179 Southold~ NY 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF SOLTTHOLD Janua~ 24,2012 Frank Notaro PO Box 93 Mattituck, NY 11952 ~,/~E: Swing, 4295 Bayshore Road, Greenport ~_..OTE: Need Final Elevation Certificate from surveyor because of Flood Permit TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: ~'~pplication for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00 . Final Health Department Approval. Plumbers Solder Certificate. (Ail permits involving plumbing after 4/1184) __ Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 35129-Z reconstruction and additions TEST HOLE DATA: L$' DARK BROWN SANDY LOAM 2. S' BROWN SANDY OLAY' 0.2' BROWN FINE TO COARSE AND WITH HEdVY GRAVEL 6.8' WATER IH BROWN F/NE TO OOARSE SANO PAROEL AREA --' I0,062 AOJ. Proposed Addition--] Approximate location of J existing septic system ] ~o ~, .mov.a) lAND HIP O~'MARTINO EXISTinG % ADJACENT LOT COVERAGE Hou~ (t Story): Bulkhead/Ret~/ning Wzl~: TOTAL: 1, 0,57.0 sq. ft. 4`~ PROPOSED % AI~/ACEIqT LOT COVERAGE Hous~ 0 Story): Proposed Addition: TOTAL: Coverage over Lot: POOLS ,~. O 'DIAMETER L ~ S~A££ 1~$0o Suffolk Enviranmmt~l Comalth~$ Ine. TEST HOL~ OATA E7~ 5.0' N CONCRETE RETAINING WALLS ALL CONCRETE 4,000 ps/ AFTER 28 DAYS MINIMUM ALL REBAR ASTMA-615 GRADE 60 FOO~TNGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS Of' ALL FOOTINGS ARE TO BE INSTALLED A MINIMUM OF 3' BELOW GRADE UNLESS OTHER~SE INDICA TED. SOIL SIDE OF WALLS AND FOOTINGS ARE TO BE COATED Ik1TH BITUMINOUS FOUNDA T/ON COA TING. CONTROL JOINTS ARE TO BE SEALED ON THE SOIL SIDE aP THE WALL I~TH A FLEXIBLE MEMBRANE COATING OR SHEET PRODUCT- W.R. GRACE FOUNDATION WATER PROOFING SYSTEM. om familiar with the STANDARDS FOR APPROVAL AND CONSTRUCI70N OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wefts and cesspools shown hereon ore from field observations and or from data obtained from others. Elevations referenced to N.G.V.D. ANY ALTERA170N OR ADDITION TO THIS SUR~-Y IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LA~ EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VAIJD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES 8EAR THE IMPRESSED SEAL OF THE SURVEYOR F~rlOS~ SIGNATURE APPEARS HEREON. AREA-10,063 SO. Ff'. II L t consOL ~OINT ~C*TAIL-POUREZ) _ I~.,,~,,,,.~ (N.~S.) ,. ~ ~/ . ~~ ~E CON.ACTOR IS TO ~RI~ ALL MEASUREMEN~ ~ .~ ~..~ IN ~E ~EtD AND ANY DISCREPANCIES ARE ~ BE ~' ~ ~ ~ ~ . '~ GHT 'TO ~E A~N~ON OF ~E ENGINEER ~ 3~2 ~ '°RIOR ~ CONS~UC~ON. R~T~NW= ~ ~C~ [N. ~S.] NOTE: ALL SURROUNDING DWELLINGS I*4THIN 150' HAVE PUBLIC WATER CON--WAI-L COf~W,'~.L ~ ~/2 sro~Y BLu~'rON, E pA170 S.C.D.H.S. REF ~ R10'05-~0101 SURVEY OF PROPERTY A T ARSHAMOMOOUE TOWN OF $OUTHOLD SUFFOLK COUNTY, N.Y. 1000-53-06-,84 SCALE: 1"--,~0' JANUARY 29, 2008 FEBRUARY 14, 200~ (ADDITIONS) MARCH 8, 2008 (REVISIONS) MARCH 18, 2008 (LOT COVERAGE,) APRIL 8o 2008 (LOT COVERAGE) ,JANUARY 12, 2010 (FOUNDATION LOCATION) dUNE $, ~011 (PINAL) ,18~00' GRADING PLAN SEPTIC SYSTEM /~ LEACHING POOLS 8' x DEPTH W/TH ,~v/s~.,, ~.~:~ ~ z' ,~' SAND COLLAR (SW,) ' ~ "~ ~ LgACHW~ PO0~S: SEP17C SYSTEM DESIGN BY: CONDON ENGINEERING, P.C. 1755 SIGSBEE MA T?7 TUCK 651- P.O. BOX 909 12~0 TRAVELER S SOUTHOLD, N.Y. 11971 08-104 7E~T ~ DA 1.5' ~,0' I+ COtVCR~i[ RETAINING WALLS ALL CONCRETE 4,000 ps/ AF[ER 28 DAY~ MINIMUM ALL REBAR ASrld A-615 GRADE 60 FOO17NGS ARE TO BE /NS1-ALLED ON UNOISfURBED I4RGIN SOIL. 7HE 80~'TOMS OF ALL FOO17NG5 ARE TO BE INS`[ALLED A MINIMUM OF .7' BELOW GRADE UNLESS O[HERMSE INDICA T~D, SOIL SIDE OF WALLS AND FOOTING5 ARE TO BE C04TED F~ TH BI lUMINOUS FGUNDA IION COA TING. CONIROL JOINTS ARE rO BE SEALED ON [HE SOIL SIDE OF [HE WALL }ff[H A FLEXIBLE MEMBRANE COA~ING OR SHEEr PROOUCr- ~R. GRACE FOUNDAtiON WATER PROOFING SYSTEM. RETAINING tYALL S~.. 2TION IN, T.S.) NOTE: ALL SURROUNDING £ ~LLINGS WI~ilN 150' HAVE PUBLIC WATER SURVEY OF PROPERTY A T ARSHAMOMOOUE TOWN OF SOUTHOLD SUFFOLK COUNTY, iV. Y. 1000-53-06-24 SCALE: 1'=20' JANUARY 29, 2008 Feb. 1~7, 2008 (addilio~s) EL. 4, g' BW EL. 4, N85'40'JO'W 180.00' I om fqmilior with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES qnd will ob/de b.y the conditions set forth therein ond on the permit to construct. The /ocoUo~ of wells and cesspools shown hereon ore from field observotions ond or from doto obtoined from others. Elevotions referenced to N.G.V.D. ANY ALTEPABON OR ADDll~ON TO [HIS SURVEY IS A ~IOLAflON OF SECnO~V 7209 OF [HE NEW YORK STATE EOUCAnON EXCEPT AS PER SEC170N 7209-SUEDI[4SION 2. ALL CER17FICA rlONS HEREON A,?E VALIO FOR [HIS MAP AND COP/ES '[HEREOF ONLY /F SAID MAP OR COP/ES BEAR [HE IMPRE$S£O SEAL OF '[HE SURVEYOR ~lrtOSE S/GNA TURE APPEARS HEREON. AREA=lO,063 SO. FF. /VD VIEW SEPTIC SY$TEM GRADI,"~ PLAN I- I000 C,4,L. CYLINDAIC,qL 8,~ *' 3..3' L/~'O%P 3' SA/~'~ COLLA~ ,'S~~ SEPTIC SYSTEM DESIGN BY COJVDON ENGINEERING, P.C. 175;.~ $1GSBEES ROAD MA TTITUCK ~ N~.k~?l~ (631) 765-5020 >~~~797 P.O. BOX 909 r ~2~0 TRAVELER S[REE'[ ~ I N iii CCdCRE~5 RETtJNINC WAU. S /ILL C©NCREIE 4, D©O psi ,~F£ER 2~ DA~ MINIMUM ALL REBAR ASL~ A-515 Cf~DE ~0 FOOT/NOS ARE TO OE INSD~LLED ON UNDIS~RBED VI,CChV ~OIU D~E UOFfCMS OF ~LL FOO17NC5 ARE ~0 BE INSIAL~ED A Mlfd/JUM OF 3' b'ELOW CH/DE UNLESS Of HER~SE IND~CA fFD SOIL SIDE OF WALLS AND FOOTINGS ARE [0 BE COA~D ~1 fH BI ZU&FINQUS FOUNDA iTON COA TING. CONTROL JOINTS ARE ~0 BE SEALED ON [H[ ~l OF 7HE WALL ~ TH A FLEXIBLE MEMBRANE COA lING OR SHEEr PRODUCT- ~R. CRACE F~JNDA [1~ WAfeR PROOFING S~TEM. REI-AINING WALl. (N.~,S.) SCDHS Ref.~ RIO-05-OIOI SURVEY OF PROPERTY A T ARSHA)JOMOOUE TO ~tN OF SO UTflOL.O SUFFOLK COUNTY, ]%: Y. 1000-53-06-24 SCALE: I'=20' JANUARY 29, 200d ~'=b. 14, 20U~ (uJdlliu~l L 0 T CO VERA GE LOT /,REA= ~-, ',- '~, ' ~ ~ sq./L A.~LA U, I.~ ._AND, . 08~4 IT,Y/STiNG - IZ4~ ~q. ll/~3,~Zf4 sq./L= 19.7% , ',, ,',:/'C ~ ',:D- ALL SURROUNDING D,,~.LLING5 ~7~IIN 150' HAW PUL~IIC WAII'R I om f~mflk~r w/tn the STANDARDS FOR APPROVAL AND CCA!STRUCTION OF SUESURFACE SEWAGE DISPOSAL S'FSTE,'~S FOR SiNCLE FAM/LY RESIDENCES end ~v,T/ shade Dy ~he condih'ons set forth therein odd on perm~[ to construct. The loc~Uon of we/Is and cesspools shown hereon are from hdd observot/ons ~nd or from doto ,,obto~hed from others. Elevatiors referenced to N.C.V.D. ANY .tLTE~AEON CR ADDISON TO ~n'/S 5URz~Y I~ A ~OLA~Otl OF SLC'YXJ,~ Y2U9 CF ,'TdE ,'~// fCIC' SIAL- ~ DU'A ,'~C,V LAz'Z ~XCr?[ AS PE/< S~CDr~N 720~-SbZ~,,'3P/:]'/]:: / IL/ Ck.'~L'$/C'ATION~ HEPLDN /.,:;E VALID FOR Th/b MA? AhJ c ?~,',' :' L.~? ~C'F Ol'.ri_y IF SAiD ~,IA/~ C,'? CCY','ES 9EA,q ~E ,',~JFn'E&b.L~ Z,/z~L Oi HiE 5UkV~ YCR A u--A:,,-,,063 /SL/,/V:V "~_7"/ :Ilk t; PUBLIC ~,*/ 7'L~R ~V 5'7:q 7T /-/; o~-,,, y.. ~r. D/-?IC// GY 08-104 TEST HOLE DATA ~.$. EL ~5 DAI~ ~ SANDY N LOT COVERAGE LOT AREA . 10053 SO. FT. AR~A OF' UPLANDS - 7503 £XISTING COVERATE £XIS77NG DWEiLIN6 - I0~0.$ SOFT CONCRETE WALKS & SHOWER 18~ SO. FT. cov=. D~LL~G ~ ADDISON & R~A~G WALK 1809 ~PI~s ~:REE YE~ FROM DA'~E OF APPROVAL ~cA~'~Ti~ INSPECn~ RE~I~ "1 ~ ~n~TARY SYS~ I NO~: ALL SURR~NDING D~LUN~S ~IN 150' HA~ PU~C WA~R Abandor~ent e f exist[sg sar :~:~y system must be in completed fora WWM- 0 ¥~ as proof. I om familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon ore from f/eld observations and or from data obtained from others. Devotions referenced to N.G.V.D. ANY ALTE~A}70N OR ADDITIOR TO THIS SURt4~Y IS A VIOLA~70N OF S£CT701~ 7209 OF TH£ NEW YORK STATE £DUCA~70N LAP~ EXCEP? ~, PER SEC~ON 7209-SUSOtVlS/ON 2. AlL C£R~7F/CATIONS HEREON ARIE VALID FOR THIS MAP AND COPIES TH£REOF ONLY IF SAID MAP OR CORTES BEAR 'THE IMPR£SSED SEAL OF THE SURV1~YOR THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO TH£ AT'T~NTION OF' THE ENGINE'ER F.?IOR TO CONSTRUC~ON. / SEPTIC SYSTEM I ' lO00 C~4L. PR~C~$T CYL~ff~CAL EE~TIC TANR 8'P ~ 3.3' ~ ~ $- ~A~ POOLS ~ . ~' ~ ~ 3' ~ COLLAR 4.2' GRADING PL4N SURVEY OF PROPERTY AT ARSttAMOWOOUE TOWN OF SOUTHOLD SUFFOLK COUNTY, I Y,. 1000-63-0~-24 ~CAI,~. 1~20' JANUARY 29, 2008 FEB. 4, :2009 (REVISIONS) MARCH 6, 2009 (Revisions) 180.00' \, ~. LIC. NO. P.C. '631) 765- LOT cOVERAGE LOT AREA · 10065 SO. FT. AREA OF UPLAND~ - 7503 £XISTIN6 cOVERA6E CONCRETE WALK~ ~82 SO. FT. . · EXIoTING ~0 ' 1?.BH PROPOSED COVERAGE DWELL~G & AD~T~N & RE~G WALK 1809 SO.FT. N SDEU APPROVED AS PER TCp~ AND ~' * , r ', (NOT ON PILES 85 CU. YDS. OF FILL REOUIRED THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUC~ON. / A T ARSHA JOMOOUE TOFN OF SOUTHOLD SUFFOLK COUNTY, N.K 1000-53-06-24 SCALE: 1 ~20' JANUARY 29, 2008 FEB. 4, 2009 (REVlSION$I MARCH 6, 2009 (Revidonsl JUNE 16, ~009 (e4dlfl~s] JUNE 29, 2009 (oddlltOn$) JULY 13~ 2009 (LOFT & ATTIC) I am familiar with the STANDARDS FOR APPROVAL. AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on permit to construct. The location of wells and cesspools shown hereon ore from field observations and or from data obtained from others. Devotions referenced to N.G.V.D. ANY ALTERATION (H~ ADDITION TO THIS SURVEY IS A VIOLAIION OF SECITON 7209 OF THE NEFF YORK STATE EDUCATION ExCEP? PER SECTION 7209-SUaDl!4SION 2. ALL CERTIFICATIONS. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR 'THE IMPRESSED SEAL OF THE SURVEYOR WHOSE mGNA TURE APPEARS HEREON. ATTIC AB01~ NOTE: ALL 5URROUNOING I00' ~ ~ , ~.~EN L~T A8 iSLAND VIEW LANE  ~ SEPTIC SYSTEM ~ I - IOOO 6AL, 'PR~CA$T CyL~AL S~PDC T4NK ' 5-'~A~ POOLS ~ · z u~ WITH 3' the ~ ~ C~L~ , - ~ .... ~ . j ~ P.o. aox ~u~ LEACHING POOLS ~ '~ ~ ~2~0 TRAVELER STRE~ (5') 8' ¢ . 2' DEPTH N~ [ ~ 50UTHOLD~.K I~971 N LOT COVERAGE LOT AREA ' 10065 SO. FT. AReA 01:' UPLAN~ = 7503 EXIST~I6 cOVERA6E EXISTIN6 DWELL~ * 1~0.5 SO~ ' 14J~ c~TE WALKS & 182 SO~T. . . Z. 4~ EXIST~ CO~ PR~O~D COVERA~ DWELL~G Z A~T~N & RE~ WALK 1809 SO. FT. I am familiar with the STANDARDS FOR ,4PPROVAL. AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of we/Is and cesspools shown hereon are from field observotions and or from dora obtained from others, referenced to N.G. V_O_ _ ANY ALTERAI~ON OR ADDITION TO THIS SURVEY IS A [,IOLA TION OF SEC170N 7209 QF THE NEW YORK STATE EDUCABON LAW. £XCEP] ~ PER SECTION 7209-SUSDIWSION 2. ALL CERTIFICATION~ HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR 'THE IMPRESSED SEAL OF THE SURVEYOR RNOSE ,SIGNATURE APPEAR5 HEREON, AREA-lO.063 SO. FT. I~E CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENI1ON OF THE ENGINEER PRIOR TO CONSIRUCBON. A 'Z' AKbWAMUMUUU TOFN OF $OUTHOLD SUFFOLK OUNTY, N.K 1000-53-06-24 SCALE: I ~-20' JANUARY 29, 2008 FEB. 4, 2009 (REVISIONS) &lARCH 6, 2009 (Revisions) dUNE 16, 2009 (aE~llons) dUNE 29~ 2009 (additions) JUL Y 13, 2009 (LOFT & ATTiC] NOTE: ALL SURROUNDING DIf~J.L~IC.5 tffTHIN, 150' NAVE PUSUC WATER 75' HOUS& o4'~ LI~IT$ OF WORK IS AND VEW SEPTIC SYSTEM * I ' I000. C~4L. *PRECAST cYLINDRICAL SEPTIC TANK 8'e " 3.3' ~ DEPTH 5-'LEACHIN~ POOLS 8'e · 2' DEPTH MTH 3' SAN~ COLLAR GRADING PLAN LEACHING POOL S (5') 8' ¢ *' 2' DEPTH WOOD .WALL TO I~TA~I FILL 180.00' \. ,JUL 28 2oo9 ~ Z (6:1) z65- P.O. BOX 909 12.]0 TRAVELER STREET SOUTHOLD, N.Y. 11971 49618 765- 1797 08-104 TEST HOLE DA TA N CDNC, P~ P~ETAINIIVG WALLS ALL CONCRETE 4,000 psi AFTER 28 DAYS MINIMUM ALL REBAR ASTM A-615 GRADE 60 FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOI7NGS ARE TO BE INSTALLED A MINIMUM OF J' BELOW GRADE UNLESS OTHERWISE INDICA TED. SOIL SIDE OF WALLS AND FOO77NGS ARE TO BE COATEO WITH BITUMINOUS FOUNDATION COA77NG. CONTROL JOINTS ARE TO BE SEALED ON THE SOIL SIDE OF THE WALL WITH A FLEXIBLE MEMBRANE COA~TNG OR SHEET PRODUCT- WR. GRACE FOUNDA170N WATER PROOFING SYSTEM. CONTROL dO~NT DETAIL-POURED CONCRETE RETAINING WALL (N. r,s.) 5 R~ W · 18' OC '~ ~ ~f ~- THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS I N\'~ II IN THE FIELD AND ANY DISCREPANCIES ARE TO 8E o. 5 m,~B,~ BROUGHT TO THE ATTEN?70N OF THE ENGINEER r--- 3'-2' -~ PRIOR TO CONSTRUCTION. RETAINING WALl SECTIOt. NOTE: ALL SURROUNDINC DWELL. GS WITHING 150' HAV~ PUBLIC WA pROP05~ coNCRETE wAIL S.C.D.H.S. REF ~ R10-05-0101 SURVEY OF PROPERTY A T ARSHAMOMOOUE TO OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-58-06-24 SCALE: 1'=£0' UANUARY 29, 2008 FEBRUARY 1#, 2008 (AOOIUONS) MARCH 6, 2008 (REVISIONS) MARCH 18, 2008 (LOT COVERAGE..) APRIL 8, 2008 (LOT COVERAGE) JANUARY 12, 2010 (FOUNDATION LOCA 170N) I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. Elevations referenced to N.G.V.D. ANY ALTERA~70N OR ADDITION TO THIS SURVEY IS A V~OLAHON OF SEC?70N 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF rile SURVEYOR WHOSE SIGNATURE APPEARS HEREON. AREA-10,063 $0. FT. coNCRETE FoUNDA ~ON TOP OF FoUNOAIION EL 9.2' NBO '40 ~ 0 "w 1,5'LAND VIffW LANA' ~' ~'~'1 (PUBLI~ ~rER IN STREET) 180.00' 6'RADING /:LAN SEPTIC SYSTEM ~. x,~,wov~ [I] 1,000 GAL CYLINDRICAL SEPTIC TANK F.~. ~. ~'~--~ imP~ [5] LEACHING POOLS 8' x 2' DEPTH WITH .,.~~~o~~__~ '~~~' ~. ,, J' SAND COLLAR (SW) '[ ~ l~ Ir~' ~ LEACHING POOLS, [5] 8' DIAME~R x 2' DEEP EL 1.~' ~ MAR BLDG. DEPT. TOWN OF SOUTHOLD SEPTIC SYSTEM DESIGN BY: CONDON ENGINEERING, P.C. 1755 SIGSBEE~ MA TTI TUCK .,'L~lc~ I4E~' ' ECON C r rJ (631) 765-~~ ~ ~-1797 P.O. BOX ~9~'vee~ 0~ ~2~o TRA VELER~ ~ ~ n~ SOUTHOLD, N.~ 11971 ~~ REScheck Software Version 4.2.1 Compliance Certificate Project Title: Swing Residence Energy Code: 2007 New York Energy Conservation Location: Construction Type: Heating Type: Glazing Area Percentage: Heating Degree Days: Construction Site: 4295 Bay Shore Rd, Southold, NY 11971 Non-Electric 16% 5750 Construction Code Suffolk County, New York Detached I or 2 Family Owner/Agent: Rober~ Swing Jr 96 Gun Club Rd. Northport. NY 11768 Designer/Contractor: Frank Notaro Architecnctogies 13405 Main Rd. PO,Box 93 Mattituck, NY 11952 631-298-1129 a rchitecnologies@yahoo.com Compliance: 4.8% Better Than Code Maximum UA: 540 Your UA: 514 Crawl 1: Solid Concrete or Masonry Wall height: 3.0' Depth below grade: 2,0' Insulation depth: 3.0' Inside below-grade depth: 1.0' Floor 1: All-Wood Joist/Truss:Over Unconditioned Space Wall 1: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Double Fane with Low-E Window 2: Vinyl Frame:Double Pane with Low-E Window 3: Vinyl Frame:Double Pane with Low-E Window 4: Vinyl Frame:Double Fane with Low-E Window 5: Vinyl Frame:Double Fane with Low~E Window 6: Vinyl Frame:Double Pane with Low-E Window 7: Vinyl Frame:Double Fane with Low-E Window 8: Vinyl Frame:Double Pane with Low-E Window 9: Vinyl Frame:Double Pane with Low-E Window 10: Vinyl Frame:Double Pane with Low-E Window 11: Vinyl Frame:Double Pane with Low-E Window 12: Vinyl Frame:Double Pane with Low-E Window 13: Vinyl Frame:Double Pane with Low-E Window 14: Vinyl Frame:Double Pane with Low-E Window 15: Vinyl Frame:Double Fane with Low*E Window 16: Vinyl Frame;Double Pane with Low-E Window 17: Vinyl Frame:Double Pane with Low-E Window 18: Vinyl Frame:Double Pane with Low-E Window 19: Vinyl Frame:Double Pane with Low-E Window 20: Vinyl Frame:Double Pane with Low-E Window 21: Vinyl Frame:Double Pane with Low-E Window 22: Vinyl Frame:Double Pane with Low-E Window 23: Vinyl Frame:Double Pane with Low-E 1565 1%0 0,0 1565 2567 6 6 6 6 25 25 15 15 15 15 15 15 9 9 9 18 7 9 9 11 9 19.0 0.0 21,0 O0 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0,330 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0330 0.330 0.330 0.330 0.330 0330 130 74 122 2 2 2 2 8 8 5 5 5 5 5 5 3 3 3 6 4 2 4 3 3 4 3 Project Title: Swing Residence Repod date: 02/19/09 Data filename: \\Computar-a\office projects\SWING JR\SWING RES CHECK_2,19.09 rck Page I of 7 Window 24: Vinyl Frame:Double Pane with Low-E Window 25: Vinyl Frame:Double Pane with Low-E Window 26: Vinyl Frame:Double Pane with Low-E Window 27: Vinyl Frame:Double Pane with Low-E Door 1: Glass Door 2: Glass Door 3: Solid Door 4: Glass Ceiling 1: Flat Ceiling or Scissor Truss Boiler 1: Other (Except Gas-Fired Steam) 80 AFUE Air Conditioner 1: Electdc Central Air 13 SEER 9 9 9 7 54 19 20 19 1650 38.0 0.330 3 0.330 3 0.330 3 0.330 2 0.310 17 0.31g 6 0.310 6 0,310 6 0.0 50 The proposed building represented in this document is consistent with t~e~gp--/~ iflcations, and other calculations submitted fork Energy Conservation Construction they are attesting that to the best of his/her .~..h~ i s Code. Project Title: Swing Residence Report date: 02/19/09 Data filename: \\Computer-a\office projects\SWiNG JR\SWING RES CHECK_2,19.09.rck Page 2 of 7 REScheck Software Version 4.2.1 Inspection Checklist Ceilings: [] Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: Above-Grade Walls: Wall 1: Wood Frame, 16" c.c., R-21.0 cavity insulation Comments: Windows: [] Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 2: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes __ Frame Type Thermal Break? Comments: Yes__No [] Window 3: Vinyl Frame:Double Pane with Low-E, U-factor: 0,330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Comments: Yes No [] Window 4: Vinyl Frame:Double Pane with Low-E, U-factor: 0 330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 5: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Comments:. Yes No [] Window 6: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No [] Window 7: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factars, describe features: #Panes Frame Type Thermal Break? __ Comments: Yes No [] Window 8: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No Window 9: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: Project Title: Swing Residence Report date: 02/19/09 Data fllename: \\Compuler-a\office projects\SWING JR\SWING RES CHECK_2.19.09.rck Page 3 of 7 #Panes Frame Type Thermal Break? Yes No Comments: [] Window 10: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No F~1 Window 11: Vinyl Frame:Double Pane with Low-E, U-factor: 0,330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 12: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 13: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 14: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 15: Vinyl Frame:Double Pane with LOW-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 16: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Comments: Yes No [] Window 17: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Comments: Yes No [] Window 18: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type . Thermal Break? Yes Comments: No Window 19: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U4actors, describe features: #Panes Frame Type _ Thermal Break? Comments: Yes No [] Window 20: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? -- Comments: Yes No [] Window 21: Vinyl Frame:Double Pane with Low-E, U-factor: 0,330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No Project Title: Swing Residence Report date: 02J19/09 Data filename: \\Computer-a\office projects\SWiNG JR\SWING RES CHECK_2 19.09.rck Page 4 of 7 Window 22: Vinyl Frame Double Pane with Low E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 23: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes_ No [] Window 24: Vinyl Frame:Double Pane with Low-E, U-factor: 0330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 25: Vinyl Frame:Double Pane with Low-E, U-factor: 0330 For windows without labeled U-factors, describe features: #Panes Frame Type Therma~ Break? Comments: Yes No Window 26: Vinyl Frame:Double Pane with Low4E, U-factor: 0.330 For windows without labeled U~factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No Window 27: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Door 1: Glass, U-factor: 0.310 [] Door 2: Glass, U-factor: 0.310 Comments: [] Door 3: Solid, U-factor: 0.310 Comments: [] Door 4: Glass, U-factor: 0310 Comments: Floors: [] F~oor 1: Ali-Wood Joist/Truss:Over Unconditioned Space, R-19,0 cavityinsulation Comments: Crawl Space Walls: Crawl 1: Solid Concrete or Masons', 30' ht / 2.0' bg / &0' ext. insul / 1.0' inside bg depth, R-11.0 cavity insulation Comments: Applies to walls of unventilated crawl spaces. Heating and Cooling Equipment: [] Boiler 1: Other (Except Gas-Fired Steam): 80 AFUE or higher Make and Model Number: [] Air Conditioner 1: Electric Central Air: 13 SEER or higher Make and Model Number: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed Recessed rights 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 Project Title: Swing Residence Report date: 02/19/09 Data filename: \\Computer-a\office projects\SWING JR\SWING RES CHECK_2.19.09,rck Page 5 of 7 Vapor Retarder: Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment are installed in accordance with the manufacturer's installation instructions. [] Materials and equipment are identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. insulation R-values and glazing U-factors are clearly marked on the building plans or specifications [] Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: [] Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. [] Retam 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, [] Retam ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on retain 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 Iockthg-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 fitting 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 Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe dsers have a heat trap on both the inlet and outlet unless the water heater has an integra~ heat trap or is part of a circulating system. [] Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: [] Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: [] All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 105 degrees F or chifled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Swing Residence Report date: 02/19/09 Data filename: \\Computer-a\office projects\SWiNG JR~SWING RES CHECK_2.19.09,rck Page 6 of 7 ' Ta'ble 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 Temperature (°F) Up to I" Up to 1.25" 1 5" to 2.0" Over 2" 170-180 05 1 0 1 5 20 140-169 05 05 1.0 1.5 100-139 0.5 0.5 05 1 0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Tamp Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(OF) 2" Runouts 1" and Less 1.25" to 20" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0,5 0.5 0.75 1 0 Brine Below 40 1 0 1.0 1.5 1.5 NOTES TO FIELD: (Building Depar{ment Use Only) Project Title: Swing Residence Repod date: 02/19/09 Data filename: \\Computer-a\office projects\SWING JR\SWING RES CHECK_2 19 09.rck Page 7 of 7 _ GRADE DUE TO RAISED SANITARY. IN-FLOW/OUT-FLOW BMARTVBNT (TYP. ALL) (APPROX, 1200 SC), FT, ?TOTAL BO~FOM LOCATED 1 ABOVE fINIBHBD FLOOR. BIABtO BE NO MORE THEN 12I~ BELOW FINIBHED GRADE. 1 7' (TYP, All) PROV, IN-FLOW/OUT-FLOW SMARTVENT (TYP, ALL) (APPROX. 1200 SQ. FT,') 7 TOTAL BO~FOM LOCATED 1" ABOVE FINISHED FLOOR, SLABTO BE NO MORE THEN lB" BELOW FINISHED GRADE, EQ, 14~-4" EQ. 9 -1 0"- IN-FLOW/OUT-FLOW SMARTVENT (TYP, ALL) (APPROX. 1200 SC). FT.) 7 TOTAL BOB-FOM LOCATED 1" ABOVE FINISHED FLOOR. SLAB TO BE NO MORE THEN 12" BELOW FINISHED GRADE, NEW CONCRETE FOUNDATION. 36'-1" V.I,F. 7'-4" PR . BI' CONCRETE THROUGHOUT NEW / 10'-11" 1 0' 11' 7'-1 I W/3 - ¢5 EA. WAY, (TYPICAL ALL) EX. CRAWL SPACE TO REMAIN, PROV. 3II CONCRETE SLAB THROUGHOUT EXISTING, NOTE: TOP Of CRAWL SPACE SLAB TO BE 1'-0" OR LESS TO BO%FOM OF INFLOW/OUTFLOW OPENINGS. [TYP. ALL) 14' 3'-9" V.I.F. I__ 1 6'-10" )ii X 1'--(~I' D, P, CONC' FOOTING, W/ 3 ' #5 EA, WAY. FOUNDATION PLAN 1 4'-10" 23' 1 1 '-4" TO IN-FLOW/OUT-FLOW OPENINGS IN AREAS AFFECTED BY RAISED GRADE DUE TO RAISED SANITARY, IN-FLOW/OUT-FLOW SMARTVENT CCYP. ALL) (APPROX, 1200 SC), FT.) 7 TOTAL BO]TOM LOCATED 1" A]~OVE FINISHED FLOOR, SLAB TO BE NO MORE THEN 12" BELOW FINIBHED GRADE, (TYP, ALL AREAS) P, OONC. W/3 - ~5 EA. WAY. CRAWL SPACE 1 0'-1 1" X 1 1 '-6" DRAWL SPACE. PROV. BEAM POCKET E"W.x 1~-4" H, X 5" B, IN-FLOW/OUT-FLOW SMARTVENT (TYP. ALL) (APPROX, 1200 SQ. ET.) 7 TOTAL BOTTOM LOCATED 1" ABOVE FINISHED FLOOR. SLAB TO BE NO MORE THEN 12" BELOW FINISHED GRADE. PROV, 1/2'I DIA, X 10" b STEEL ANCHOR BOLTS FOR SILL PL, OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO CONCRETE @ MO MORE THAN B'-0" O.O, @ 1~-0" AWAY FRiOM EACH CORNER (TYPICAL ALL NEW FOUNDATION AREAS) NOTE: ~-~RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CO~IENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE L CONSTRUCT, DRAWINGS/SPECIFICATIONS. OFFICE SET 9.10.08 DWG, NAME: PROPOSED FOUNDATION PLAN DWG. NO.: A-0 PROV, 1°" DRAIN PIPE CONNECTE TO IN-FLOW/OUT-FLOW ¢ IN AREAS AFFECTED BY RAISED GRADE DUE TO RAISED SANITARY, IN-FLOW/OUT-FLOW SMARTVENT (TYP, ALL) (APPROX, 1200 SO, FT,) 7 TOTAL BOTFOM LOCATED 1" ABOVE FINISHED FLOOR, SLAB TO BE NO MORE THEN 12" BELOW FINISHED GRADE, PROV. 3 ADDITIONAL COURSES OF S" CONCRETE BLOCK W/RE-INF, ~ CF(P, ALL) 1 7' E NEW CONCRETE FOUNDATION. 36'-1" V.I.F, 15' :~.. L 10' 11" IF PROV, 1'-4 1/4" W, X 8 1/4" H, IN-FLOW/OUT-FLOW SMARTVENT (TYP, ALL) (APPROX. 1200 SQ, PT,) 7 TOTAL BO~FOM LOCATED 1" ABOVE FINISHED FLOOR, SLAB TO BE NO MORE THEN 12" BELOW FINISHED GRADE. EQ. 1 4'-4" EQ. 9'-10" PROV, 1'-4 1/4" W. X 8 1 IN-FLOW/OUT-FLOW SMARTVENT (TYP, ALL) (APPROX, 1200 SC, PT.) 7 TOTAL BOttOM LOCATED 1" ABOVE FINISHED FLOOR. 8LAB TO BE NO MORE THEN 12" BELOW FINISHED GRADE, 10' 11' 7'-8"/III '~ = 7'-1 1" 5'-1 (TYPICAL ALL) Ex. CRAWL BPAOE TO REMA'N. 3'-9" V.I.F. -- 6'-10"- 0" V.I,F P. CONC. FOOTING. W/ 3 - #5 EA. WAY. FOUNDATION PLAN 23' 1 1 '-4" ~W/OUT-FLOW OPENINGS IN AREAS AFFECTED BY RAISED GRADE DUE TO RAISED SANITARY, XE' IN-FLOW/OUT-FLOW SMARTVENT (TYP. ALL) (APPROX. 1200 SC, FT,) ?TOTAL BoTroM LOCATED 1" ABOVE FINISHED FLOOR, SLAB TO BE NO MORE THEN 12" BELOW FINISHED GRADE. 8" CONCRETE BLOCK W/RE-INF, (TYP, ALL AREAS) W/8 - ¢5 EA. WAY. CRAWL SPACE 10'-11" X 11'-6" ACC:ESSPANELTO CRAWLSPACE. PROV. 1'-4 1/4" W, X S 1/4" H. IN-FLOW/OUT-FLOW SMARTVENT (TYP. ALL) (APPROX. 1200 SQ, FT,) 7 TOTAL BO~I'OM LOCATED 1" ABOVE FINISHED FLOOR. SLAB TO BE NO MORE THEN 12" BELOW FINISHED GRADE. PROV. 1 )" L. STEEL ANCHOR PL, OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO CONCRETE @ NO MORE THAN 3'-0" C.C. ~ 1~-0" AWAY FROM EACH CORNER 0'YPIOAL ALL NEW FOUNDATION AREAS) NOTE: C~-RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CO~IENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWINGS/SPECIFICATIONS. OFFICE S 9.10.08 0 ~0 ~0 m ~0 q q q q SCALE: P~O~OS~D FOUNDATION P~N A-O PROV. 10" DRAIN PIPE CONNECTED TO IN-FLOW/OUT-FLOW E IN AREAS AFFECTED BY RAISED GRADE DUE TO RAISED SANITARY, FLOOD VENT - (TYP. ALL AREAS) (APPROX. 1200 SQ. FT. - 7 TOTAL) VENT BO'f-rOM INSTALLED 1' MAX. ABOVE FIN. CONG. SI=AB & NOT MORE THAN 1' ABOVE FINISH ED GRADE, (TYPICAL ALL AREAS) 17' PROV. 2 ADDITIONAL C El" CONCRETE BLOCK W/RE-INF, (TYP. ALL) PROV. 1'-4 1/4"W, X8 1/4" H, IN-FLOW/OUT-FLOW "SMARTVE NT" FLOOD VENT - (TYP. ALL AREAS) (APPROX. 1200 SO, FT, - 7 TOTAL) VENT BO%I'OM INSTALLED 1' MAX. ABOVE FIN, GONG, SLAB & NOT MORE THAN 1' ABOVE FINISHED GRADE. (TYPICAL ALL AREAS) EQ. IN-FLOW/OUT-FLOW "SMARTVENT" FLOOD VENT - (TYP. ALL AREAS) (APPROX. 1200 SQ, FT. - 7 TOTAL) NEW CONCRETE FOUNDATION. 36'-1" V.I,F. 7'-4" pRiVy, 3" CONCR~FE ~LAE THR(~UGHOUT NEW AREA. · I FI tJ"lI! '-h .... .......... II 1 0'-1 1" iii 1 0' T 1  1 ACCESS OPe. / I 7'-1 1" '" : 5'-1 1 "!-- II 11' EX, CRAWL SPACE TO REMAIN, PROV. 3" CONCRETE SLAB THROUGHOUT EXISTING. FOOTING. W/43 - ¢~'5 EA. WAY, (TYPICAL ALL) ii / I I NOTE: TOP OF CRAWL SPACE ~ SLABTO BE 1'-0" OR LESS TO BO'~FOM OF INFLOW/OUTFLOW I I OPENINGS, (TYP. ALL) II 3'-9" V.I.F. 1 4' P, GONG, FOOTING. W/ 3 - #5 EA. WAY. FOUNDATION PLAN 14'-10" EQ." 23' 1 1 '-4" TO IN-FLOW/OUT-FLOW OPENINGS IN AREAS AFFECTED BY RAISED GRADE DUE TO RAISED SANITARY. IN-FLOW/OUT-FLOW "SMARTVENT" FLOOD VENT - (TYP. ALL AREAS) (APPROX. 1200 SQ. FT. - 7 TOTAL VENT BOTTOM NSTALLED 1' MAX. ABOVE FIN. CONG. SLAB & NOT MORE THAN 1' ABOVE FINISHED GRADE, (TYPICAL ALL AREAS) CONCRETE BLOCK W/RE-INF, ('r~P, ALL AREAS) P. CONG. FOOTING. W/ 3 - #5 EA, WAY. CRAWL SPACE 1 0'-1 1" X I 1 '-6" FO CRAWL SPACE. PROV, BEAM POCKET IN-FLOW/OUT-FLOW "8MARTVEN1 FLOOD VENT - CF'CP. ALL AREAS) (APPROX. 1200 SQ, FT, - 7 TOTAL) VENT BO~FOM INSTALLED 11 MAX, ABOVE FIN, CONG. SL~B & NOT MORE THAN 1 ~ ABOVE FINISHED GRADE. (TYPICAL ALL AREAS) /.~ PROV. 1 0" L. STEEL ANCHOR HT FRAME CONSTRUCTION EMBEDDED INTO CONCRETE @ NO MORE THAN 3'-O" C.C. @ 1 '-0" AWAY FROM EACH CORNER (TYPICAL ALL NEW FOUNDATION AREAS) NOTE: O----~RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CO--lENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWINGS/SPECIFICATIONS, JAN - 6 2012 l OFeF.'lCo.Eo2ET 1 III z -Fr 0 0 DWG, NAME: PF~OPOSED FOUNDATION PLAN DWG. NO.: A-O JAN 3 0 2009 FLOOR PLAN EAST ELEVATION NORTH ELEVATION WEST ELEVATION SOUTH ELEVATION PROPOSED SECOND FLOOR LOI- I PLAN BEDROOM ~'~1 KITCHEN PORCH PROPOSED FIRST FLOOR PLAN M. BEDROOM OFFICE SET 9.26,08 A-1 EAST ELEVATION WEST ELEVATION //~H ELEVATION A-3.1 GENERAL NOTES 1, ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, STATE & LOCAL BUILDING CODES AND ORDINANCES, 2, BEFORE COMMENCEMENT OF WORK, THE GEN~L. OONTRACTQR SHALL FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAME8 OF ALL SUBCONTRAOTOR,~ INVOLVED IN THE CONSTRUCTION. 8. THE CQNTI=~CTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON TH~ JOB, THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN. 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED, 8, THE CONTRACTOR SHALL SE RESPONSIBLE FOR ADEQUATELY BRACING eND PROTECTING ALL WORK pURING CONSTRUCTION AGAINST DAMAGE, REAKAGE, COLpAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO TO ALL APPLICABLE CODES. 8 THE GEN'L. CONTRACTOR 8HALL PAY FOR ALL PERMITS, FEES, & COSTS ~tELATED TO THE WORK OF THIS CONTRACT. GEN'L CO~TRAOTOR SHALL INITIAT~ ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THJB CONTRACT UNLESS OTHERWISE NOTED 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE pREMISES ~yLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBS SH CREATED THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED, S. ANY "EXTRAS" FOR ANY AND ALL FIELD CONDITIONS / SUBSTANTIAL CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL ~ARTITIONE RUNNING PARALLEL TO THE FRAMING. PROVlD~ DOUBLE HDR. JOISTS AT ALi OPENINGS. REFER TO CONSTRUCTION DWG S. FOR SIZES. 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #S CONBT, GRADE OR LQ. 11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT, SHEATHING, 12. THE CONTRACTOR SHALL pROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK SUCH AS BUT NOT LIMITED TO: MILLWQRK~ SPRINKLER SYSTEMS AND STEEL WORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT PRIOR 1'O PROCEEDING WITH THE WORK. NOTE PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE WE CERTIFY THAT THE DESIGN CRITERIA lB DONE PER PRESCRIPTIVE DESIGN. ALL OF THE LOAD CALCULATIONS & STRUCTURAL PLANS COMPLY WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON { AP&PA ) · FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. CONSTRUCTION LEGEND NEW EXTERIOR PARTITION - 2" X 6" WOOD STUD WALL W/1/2" COX PLYWOOD, EXTERIOR SHEATHING ( TYVEK WRAPPED & TAPED). PROV, 5~' EXPOSURE VINyl "CEDAR IMPRESSIONS" BY OERTAINTEED OR APP, ED, (I~PICAL ALL AREAS). ALL EXTERIOR TRIM AS NOTED ON THE CONTRUCTION PLANS, NEW INTER~OR PARTITIQN- 2" X 4" WOOD STUD WALL w/1/2" COX INTERIOR SIDE - I LAyER 1/B" GYP. BB, SCREWED/TAPED BOTH BIDES, INTERIOR TRIM - S 1/2" SQUARE POPLAR TRIM W/OGEE "ROUTE" ON ALL DOORS/WINDOWS 6u SQUASH POPLAR BASE W/OGEE "ROUTE". ALL WINDOWS W/Bo~roM SILL, U,O,N, PROVIDE MOISTURE RESISTANT GYP. SD. (GREEN BDO FOR ALL BATHROOM WALLS AND CLGS. PROVIDE CEMENT WALL BB. FOR ALL ALL TRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MILDICIDE HARDWOOD FLOORING * #1 RED OAK 2 1/4"W ,15LB FELT UNDERLAY FINISH - 3 COATS OF CLEAR SATIN POLYURETHANE (PACIFIC BRAND) 86B-FLOOR - 3/4" THICK pLyWOOD GLUED AND NAILED, SUB-FLOOR - 3/4" THICK pLyWOOD GLUED AND NAILED ('TILE AREAS) CARPET TO BE SELECTED AND PURCHASED BY OWNER. TILE LEGEND FC'PR 10" CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EGUAL TILE BORDER W/20" TILE GNA 48" TO BE INSTALLED OVER 1/2" CEMENT BOA~Di U.O.N, WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. ~ S" X B"' CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQUAL. TILE BORDER W/20 TILE ON A 48 TO BE INSTALLED OVER 1/2 CEMENT BOARD~ U.O.N, WALL AND FLOOR GROUT TQ HAVE WATERPROOF ADDITIVE MIXED IN, iNSULATION NOTES pROV. ADDITIONAL 8/4" FOIL FACED FOAM BOARD UNDER ALL NEW CONSTRUCTION, NEW EXTERIOR ,W~ALLS 2"X6" WOOD STUD, R-21 FOIL FA, HIGH DENSITY NSULATION SY OERTA~NTEED~ OR APPROVED EQUAL. NEWA'FFID/R~)OF: R-38 KRAFT-FA, INSULATION By'CERTAINTEEB'OR ~.PPROVED EQUAL. CRAWLr SPACE: R-S1 KRAFT-FA. INSULATION WITH PROPER WIRE TIES NTI~RIOR WALLS: R-S1 BAI~ INSULATION GARAGE CE [~ NC: R~21 ~RAFT-FA. INSULATION WITH PROPER WIRE TIES AC/HEATiNG NOTES PER REQUIREMENTS sy NEW YORK STATE RESIDENTIAL CONSTRUCT ON, PROVIDE 'i%'vO ZONE HEATING AND COOLING SYSTEM CONSISTING OF: ONE "BIASI" S SECTION CAST IRON BOILER WITH RIALLO BURNER, (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED, PROV. 8" CIA, "ZERO CLEARANCE"~ FLUE ONE VAU~HN TO GAL. INDIRECT HOT WATER HEATER, UNLESS OTHERWISE NOTED. ALL NECESSARY PIPING, CIRCULATORS~ CONTROLS, ETC., AND ONE 275 ~.~LLO.N, FUEL TANK, UNLESS OTHERWISE NOTED. TWO 'RUDD (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS OTHERWISE NOTED, TWO "RUDD" (SIZE TONAGE AS RE, GUlPED) 18 SEER CONDENSORS UNLESS OTHERWISE NOTED, TWO HOT WATER COILS, CEILING/FLOOR OUTLETS AS PER ENGINEERING SPECIFICATIONS, ONE RETURN ON SECOND & FIRST FLOORS. NOTE: ADD ANTi. FREEZE TO ENTIRE SYSTEM, ELECTRICAL LEGEND NOTE; ALL SLECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & REGULATIONS OF THE N,Y. BF,U. AND A CERTIFICATE FROM THE N.Y.B.F.U. 18 TO BE PRESENTED TO THE OWNER AT THE COMPLETION OP THE THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES, ALL OTHER ELECTRICAL EQUIP, TO BE SUPPLIED BY ELECTRICAL CONTRACTOR, ALL SWITCHES AND RECEPTACLES TO BE ~LUTRON', "DECORA' COLOR T,B,D. RECESSED DOWNLIGHTS TO BE "LIGHTOLIER' OR APP, EQ, TRIM - WHITE, NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. DOWNUGHTS, VERIFY LOCATIONS OF ALL ELEC, DEVICES WITH CLIENT, (iD DUPLEX ELECTRICAL RECEPTACLE ~DD DOUBLE DUPLEX ELECTRICAL RECEPTACLE [DSC DUPLEX SEPARATE CIRCUIT RECEPTACLE ~)GFI DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT (~FL DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE ~ WALL SWITCH 4.~-a 3-WAY WALL SWITCH e4 4-WAY WALL SWITCH mbs RECESSED DOOR ACTIVATED SWITCH ~ RECESSED DOWNUGHT (100W) ~ LIGHTOL~[ER" OR APP, EQ, ~'E EXTERIOR RECESSED DOWNLIGHT (IO0W)" LIGHTOLIER" OR APP, EQ, ~EF;f COMBINATION RECESSED DOWNLIGHT (10OW) "WATERPROOF W/ -"- RECESSED EXHAUST FAN LIGHTOLIER"' OR APP. EQ. RECESSED DOWNLIGHT (IO0W)" LIGHTOIJIER" OR APP, EQ, W/WATERPROOF COVER ~'Ja CEILING MOUNTED JUNCTION BOX ~Ja WALL MOU~,ITED JUNCTION BOX ~JB,iA,WALL MOUNTED DUAL SPOTLIGHT ~j NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHIT B/FWlTH DUAL SWITCH AT WALL, FIXTURE TO BE SUPPLIED BY OWNER. ~F NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST FAN/LIGHT WITH DUAL SWITCH AT WALL, "BROAN" HEAVY DUTY UNIT OR AFP. EGUAL. <~T NEW TELEPHONE RECEPTACLE ~c NEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT. CONTROL SOX) <~ST NEW STRUCTURED CABLE (TO BE WIRED TO CENT. CONTROL BOX) ~ISD SMOKE/CARSON MONOXIDE DETECTOR: TO BE WIRED TO CENTRAL CONTROL BOX. ~J~Ds NEW DOORBELL 4OTE: ALL QUTLETS IN GARAGE AREA TO BE ON A S,C, NOTE: PROVIDE ALLOWANCE FOR A GENERATOR - LOCATION T.B.D. THE FOLLOWING APPLIANCES TO BE RUN BY GENERATOR: BOILER, HOT WATER HTR., REFRIG,, KITCHEN DN. LTS. & FOYER LT. PLUMBING LEGEND I~p PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS [NDIOATE~ ON CONSTRUCTION pLANS, FOLLOW ALL NECESSARY N:Y.S. ANI~ LOCAL PLUMBING CODES THAT APPLY TO WORK TO BE COMPLETED, I~ROVIDE ALL NECESSARy DRAIN VALVES FOR WINTERIZATION, REF, ,TO CONSTRUCTION FL&NS FOR FIXTURE TYPES. ALL WASTE LINES ARE TO BE INSULATED WITH 8OUND A~-ENUATIING INSULATION (~YP. ALL AREAS) ~HS PROVIDE FROST FREE HOSE BIBS. SHOWER HEAD (FROST FREE SHOWER EODY) GAS LINE FOR: SBQ, DRYER & OVEN: GAS TANK LOCATION AS NOWED ON SITE SURVEY, WITHIN THE INNER GRASS AREA OF THE CIRCULAR DRIVEWAY. NOTIFY OWNER IN CASE OF RELOCATION. ALL SUPPLY &WASTE LINES ARE TO SE INSULATED WITH SOUND A~'ENUATING INSULATION, (TYP. ALL) OWNER TO SELECT STYLES OF FIXT. INCLUDING THE FOLLOWING: SINKS, TOILETS, TUBS, FAUCETS, TUB EXT., & SHOWER CONTROL,S. FIXTURE ALLOWANCE TO BE PROVIDED TO OWN~ES BASED ON TYPES OF FIXTURES SELECTED, ALL FIXTURES TO BE PURCHASED AND INSTALLED BY THE PLUMBER, UNLESS OTHERWISE SPECIFIED BY OWNER DEMOLITION LEGEND ........... EXISTING EXTERIOR WALL TO BE REMOVED EXISTING DOOR/WINDOW TO BE REMOVED DOOR SCHEDULE FIRST FLOOR- EXTERIOR DOORS - ANDERSEN/THERMATRU DOOR # WIDTH: HEIGHT DOOR MAT~L, OPERATION: LOCATION: (~ 3~-0'' 6L8" MASONITE (S,C,) DEL. SWING WASH./DRYER ~) 6'-SII MASONITE (S,C,) LEFT ELEC. CLOS, (~) 3'-0" 6~-8'' MASONITE (SC.) DSL, SWING M. BED CLOS. INTERIOR/EXTERIOR TRIM--].' INTERIOR WlndsorONE CLASSIC COLONIAL BASE MOLDING: WOBM001 WINDOW SILL: ,(PICTURE FRAME) VEBIFY W/OWNER PRIOR TO ORDER, WINDOW & DOOR CASING: WOES001 , WOOD001 CROWN MOLDING', WOQMS61 -VERIFY WITH OWNER VERIFY W/OWNER TRIM ORDER PRIOR TO PURCHASE. ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS OTHERWISE NOTED, EXTERIOR AZEK TRIMBOARD WINDOW & DOOR TIM: PICTURE FRAME - 5/4" X 6" AZEK CORNER BOARD TRIM: S/4" X 8" AZEK FREEZE BOARD: 5/4" X B" AZEK FASCIA TRIM: 5/4" X S" V.I.F. AZEK SOFFIT MATERIAL; 1/2" X 5 1/2" AZEK SEADBOARD ALL EXTERIOR TRIM TO BE PAINTED WHITE, VERIFY MATERIAL TYPE WITH OWNER PRIOR TO PURCHASE. REFER TO A,1 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS, I l/E" #8 WOOD SCREWS E'-0" '< PANEL 6'-0" < PANEL 2'-0" < PANEL SPAN SPAN '< 8'-O" SPAN < 6'-0" ALTERNATIVE FOR OPNG, PROTECTION WOOD STRUCTURAL PANELSWlTH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8'-0" SHALL BE PERMI~FED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH A~I'AOHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609,1,4 ABC 1609,6,5 AND TABLE 1609,1,4) TABLE 1609.1.4 WINDBORNE DEBRIS PRO--STeEPLE POR WOOD STRUOTRAL PANELS PANEL SPAN 2LO"'< PANEL WOOD SCREWS 16. 4'-0" <6PANEL 6'-0" <2PANEL ALL CONSTF]b(;i iL. ~ CJ l,%L Mb~zT TI-hE REQUIf ~Fh/E,; !1'$ 07 THE OODES OF N,,%¢ ','C'7,,',: STATE. UNDERWRITERS OERTIFICA'~ REQUIRED WINDOW SCHEDULb ALL WINDOWS TO BE ANDERSEN 400 SERIES, FIRST FLOOR ROUGH ROUGH ANDERSEN REFER, NO OPENING OPENING QUANTIT~ MISC, NOTES WIDTH HEIGHT ~ WDH 2646-2W 5'-4 1/4" 4'-8 7/8" 2 D,H, PLUMBING FIXTURE LIST: BATHROOM FIXTURES: BY KOHLER (VERIFYWITH OWNER) TOILETS: ClMARRON COMFORT HEIGHT TWO PIECE - K-3497-RA SINKS; THOREAU UNDEROOUNTER LAVATORY - K-2907-4U SINK FAUCETS: FORTE WIDESPREAD LAV, FAUCET - K-10272-4G SHOWER TRIM KIT: FORTE ESSENTIALS PERFORMANCE PACKAGE - K-108ET-4 PROVIDE CUSTOM SHOWER PANS PROV. ALL NECESSARY PLUMBING VENTS SHOWER BODIES BY "KOHLER" PROVIDE TOILET SEATS VEBIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE GLASS SHOWER DOORS By OTHERS KITCHEN FIXTURE LIST' KITCHEN SINK: UNDERTONE- K-3183 FAUCET: AVATAR SINGLE CONTROL PULLOUT FAUCET - K6350 VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE, PANEL LEGEND (REFER TO TABLE 1609.1,4) PANEL SIZE REF. TYPE AND # OF SCREWS WIDTH r HEIGHT QTY, #8 SCREWS ~ 12" O,C, 4'-0" X 5~-4" 'A' HORIZONTAL - 10 VERTICAL - 8 2'-1" X 5~-4" 2 #8 SCREWS @ 12" O.C, "B" HORIZONTAL- 2 VERTICAL - 6 2'~8" X 4~-2' 1 ,~IB SCREWS @ 12" O,C, "C" HORIZONTAL - 6 VERTICAL - 6 3'-2" X 4~-4' 2 #8 SCREWS @ 12" C.C. PLUMBER CERTIFICATION ON LE~ CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED ''~ SU?HL Y SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. PLUMBING AIL PLUMBING WASTE & WATER LINES NEED TESTING BEFOR~ COVERING RE'TAlfl STORN~ WAFER R'd~O~F PURSUANT TO CHAPTEB 236 OF THE TOWN CODE. CER [:[: ;-;ATION OF NAILING "' CONNECTIONS .... ! HRED. FLOOD DAMAGE PREVENTIC)N $OUTHo~ D TOW - - N CODE, OCCUPANCY OR USE hS UNLAWFUL V, !THOUT CERTIFICATE 0F 0CL, dPAN{'Y APpR0~VFJ) AS NOTED 765-1802 8AM '~0 4PM &)R THE NOTE: CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO ANy AND ALL CHANGES TO THE CONSTRUCTION DRAWINGS DUE TO FIELD CONDIT~-ONS, CLIENT REQUESTS, AND OR GENERAL CONTRACTOR REVISIONS, DRAWING LIST A-N A-D A-0 A-1 A-1.1 A-1,2 A-2 A-3 A-3.1 A-5 A-6 DRAWING NOTES/PANEL PLAN DEMOLITION PLAN FOUNDATION PLAN FIRST FLOOR CONSTRUCTION PLAN 1 ST. & 2ND. FL. DECK FRAME. PLAN ROOF FRAMING PLAN & ROOF PLAN BUILDING SECTIONS BUILDING ELEVATIONS BUILDING ELEVATIONS FLUB. RISER DIAG./NAILING SCHED. ENERGY CALCULATIONS 4'-2"blff~--~lH QTY- 2 3'-2" X 4'-4" QTY- 3 OFFICE SET 1 1.28.09 LU Z 00 DWG. NAME: DRAWING NOTES DWG, NO.: A-N CONTRACTOR'S NOTE AFTER DEMOLITION, THE CONTRACTOR MUST INSPECT THE EXISTING STRUCTURE AND NOTIFY THE ARCHITECTS OF THE FOLLOWINGFIELD CONDITIONS: 1. ORIENTATION OF EXISTING FLOOR AND ROOF JOIST THAT DIFFER FROM THE CONSTRUCTION FRAMING PLANS, MODIFICATION OF THE FRAMING PLAN MAY SE REQUIRED. 2. ROllED OR CRACKED EXISTING FLOOR JOIST, CEILING JOIST, WOOD STUDS OR SHEATHING, A DETERMINATION WILL BE MADE AS TO THEIR REPLACEMENT. 3, EXISTING STRUCTURAL COLUMNS THAT DIFFER FROM THE PLANS. DEMOLITION LEGEND ..... EXISTING EXTERIOR WALL TO BE REMOVED EXISTING DOOR/WINDOW TO BE REMOVED. EXISTING DOOR/WINDOW TO BE REMOVED & RE-INSTALLED. EXIST. SUNROOM TO BE REMOVED. INCLUDING FLOOR AND FIREP~CE, REMOVE EXIST. FRONT CONC. STOOP INCLUDING SLAB, FOUNDATION, & FTGS, REMOVE EXIST. KITCHEN CABINETS & FLOORING, Z Z Z 7- %%Z.Z.%~_ E E ~Z Z ZZZ Z---_-_-_ ___~EEEE%ZZZZZZZ-' @ REMOVE EXIST. GYP. BD FLOORING FLOOR SHEATHING. CHECK EXISTING FLOOR JOISTS & GIRDERS AND RELPACE AS REQUIRED. (TYp. ALL AREAS) ,? REMOVE EXIST. REAR CONC. STOOP INCLUDING SLAB, FOUNDATION, & FTGS, I ...... ~ al II EXISTING OUTDOOR SHOWER TO ~ I ~' II II BE REMOVED. FLOOR PLAN NOTE: i O~RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. REMOVE EXIST. ROOF SHINGLES, SHEATHING, ROOF FRAMING, CLG.~ ~_ JOISTS & ALL WALL PARTITIONS TO EXIST, CONC. BLOCK FOUNDATION, M ............ ~ Fa Fa IlL_La_iII m~_~a_Jmm ~L_La_2m ~==== ======~ EAST ELEVATION REMOVE EXIST. WINDOWS STORE SLIDER STORE & RE-INSTALL AT NEW LOCATION. CH.CH REMOVE EXIST, ROOF SHINGLES, REMOVE EXIST, WINDOWS STORE I- z c q JOISTS & ALL WALL PARTITIO NS TO ~zza EXIST, CONC, BLOCK FOUNDATIOIN, EXIST. REMOVE EXIST. CONCRETE, PAD STEPS & FOOTINGS. WEST ELEVATION 1 5'-5" REMOVE EXIST SHEATHING & ALL ROOF REMOVE EXIST. CEILING JOISTS & PROTECT EXIST,SPACE BELOW. REMOVE EXIST. WINDOWS, STORE & RE-INSTALL AT NEW LOCATION. REMOVE EXIST. SIDING, WINDOWS .......... j I & TRIM AS NOTED. CHECK FOR ANY ~- b IF--F ql--~l I II FI ....... ROTFED SHEATHING & REPLACE NECESSARY, ~- F ......... ql L=~_L J~ L Jl q %_ JI I AS III"'' ~" I I- NORTH ELEVATION REMOVE EXIST. ROOF SHINGLES. SHEATHING 8[ALL ROOF FRAMING. REMOVE EXIE~T. CEILING JOISTS & PROTECT EXI,ST.SPACE BELOW. ................................ >- 99]TTFF~~ SOUTH ELEVATION OFFICE SET 9.10.08 LLJ DWG. NAME: I DEMOLITION I PROV 1'-41 X8 1 IN-FLOW/OUT-FLOW SMAR1WENT ¢PfP, ALL) (APPROX, 1200 SO, FY,) 7 TOTAL BO%f'OM LOCATED 1" ABOVE FINISHED FLOOR. SLAB TO BE NO MORE THEN 12" BELOW FINIBHED GRADE. 1 7' PROV. 8" CONCRETE BLOCK W/RE-INF. CFYP. ALL) EQ. 14'-4" EQ. '-4 1/4'~ W. OUT-FLOW (TYP, ALL) ,NEW CONCRETE FOUNDATION. 36'-1" 13'-9" V.I.F. 1 5L V'I'F'I __ ~ NE~W CRAWL SPACETM PROy. 3" CONCRETE,SLAB THR(~UGHOUT NEW AREA. L 7'-8" ,rT,_ ~/~ 3'}5" q)JB 10' 11' 7'-8 / ~ * 7'-11 I W/3 - #5 EA. WAY. '/ 0-YPICAL ALL) EX. CRAWL SPACE TO REMAIN, PROV. 3" CONCRETE SLAB THROUGHOUT EXISTING, II II' 1 4I- 3'-9" V,I.F. 3" V.I.I 16'-10" P, CONC, FOOTING, W/ 3 - #5 EA. WAY. FOUNDATION PLAN 14'-10" EQ." 23' 11 '-4" PROV. ' IN-FLOW/OU'T-FLOW SMARTVENT I(TY'P. ALL) (APPROX, 1200 SQ. FT.) 7 TOTAL BO'~f-OM LOCATED 1" ABOVE FINISHED FLOOR, SLABTO BE NO MORE THIEN 12" BELOW FINISHED GRADE, 3URSES OF CRETE BLOCK W/RE-INF, (TYp. ALL A'R EAS) W/ 3 - #5 EA. WAY. CRAWL SPACE 10'-11" X 11 '-6" PROV, 3~ W ACCESiS PANEL TO CRAWL SPACE. FROV. BEAM POCKET 5~ W. x 1'-4" H, x ,5" D. PROV. × 8 1/4~' H, IN-FLOW/OUT-FLOW SMARTVENT (TYP, ALL) (APPROX, 1200 SC, PT,) 7 TOTAL BO~FOM LOCATED 1" ABOVE FINISHED FLOOR, ISLAB TO BE NO MORE THEN 12'" BELOW FINISHED GRADE. PROV. 1/2" DIA X 10" L, STEEL ANCHOR BOLTS FOR SILL PL. OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO CONCRETE @ NO I~ORE THAN 3'-0" C.C. @ 1'-0" AWAY FROMI EACH CORNER (TYPICAL ALL NEW FOUNDATION AREAS) NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWINGS/SPECIFICATIONS, OFFICE SET 9.10.08 SCALE; 1/4" = 1 'o" DWG. NAME: PROPOSED FOUNDATION PLAN DWG. NO.: A-0 LOFT/STOR. 3"--.- -- 9'-1" 12'-4" '13'-7" 12'-4" FORMED RAIL, POSTS & SPIND ~-LIINE OF LOFT FACE d 3'-2" -OPEN TO BELOW~ 19'-4" INSULATED 6'-5" 7'-11" PROV. 5' DIA. METAL SPIRAL STAIR. FACTORY WHITE FiNIISH W/OAK TREADS AND RAILING. PROPOSED SECOND FLOOR LOFT PLAN PROPOSED LOFT AREA ---- 300 SQ.FT. 20'- 1" 43'-5" BEDROOM #1 KITCHEN SUNROOM 22'-1" EQ. -- 9'-1 ( 14'-4" PROV, PREFAB. FIREPLACE WITH 18" DIA. ZERO-CLEAR FLUE. GAS/WOOD BURNING BY GREAT RM. NOTE:. ¢ INDICATES BEARING POINT LOAD THIS LOAD MUST SE TRANSEERED W/ADEQUATE VERTICAL BRACING. PROV. 12" W."TAPERED ROUND" FIBERGLASS STRUCTURA[ (TYPICAL ALL COLUMNS). V.I.F. PORCH 3'-0" X 7'-4~' 36'-1" THK. BLUESTONE / CHISLED EDGES. PROV. RANDOM STONE SLATE PATTERN INLAY ON TOP DECK AREA. 13'-9' JB -- JB __ ~Jb LL~E Of LOI ABOVE CATHEDRAL OLG LINE OF WALL ABOVE -I 10'-11" 15' 3'-10" -19'-4" X 6" "IPE" IRON- WOOD DECK & STEP, _ 3'-1" = - 1 6'-1 0" PROPOSED FIRST FLOOR PLAN EXISTING HOUSE AREA 990 SQ.FT. PROPOSED TOTAL AREA = 1,600 SC.FT. NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. BEDROOM #2 1 7' :OAT__ROD & WD. SHELF ABOVE. ( ~YP. ALL CLOS.) BATH/MUD RM. ~X 6" "IPE" IRON- WOOD DECK & STEP. 41 '-4" V.I.F. M. BATH 6r-0u X 9'-6" VINYL M, BEDROOM 11 '-2" PROV, 4I-0I, X 4'-0" X BI-0Ii H, SHOWER ENCLOSURE. FRAME TO BE 4Ii X 4" CLR. CEDAR POSTS AND STUDS. ENCASE W/"AZEK" BEAD BOARD & CASING. 3' W. SELF-CLOSING GATE AT FRONT. PROV. 3' W. CATCH BASIN. OFFICE SET 9.26,08 ~,&LL BE ALLOWED W/O WRI%C~N ,&LrCH ORI~T,O N DWG, NO,: A-1 1/4"= 1 '0" J~SED --IRST & SEC. FL 3ONSTRUCTIOh PLAN PROV. FIRE-STOP/BLOCKING < 8'-0" O.C, (T'YP. ALL AREASi, PROV. DBL. 2" X 6" ACQ. SILL PLATE, WITH TERMITE SHIELD FIBROUS INSULATION PROVIDE 2 - GIRDER, STL, COL. BELOW. (TYPICAL ALL) PROV. DBL. 2" X 6" ACC. SILL PLATE. WITH TERMITE SHIELD FIBROUS INSULATION FRAME. W/5/4" A 6" "IPE" IRON- WOOD DECK ABOVE. PROV. CONTINUOUS I 3/4" X 1 1 7/8" RIM BOARD, EXCEPT AREAS OF OPENINGS, (TY'P. ALL PERIMETER AREAS). PROV. 2-1 3/4" X 11 7 G.P. LAM LVL (TYP BELOW EXCEPT ARE ALL PERIN IRON- WOOD DECK ABOVE. PROV. FIRE-STOP/BLOCKING 8'-0" C.C. (TYp. ALL AREA= / )NTINUOUS13/4"X117/8" % 21/2" X117/8" W160. L ~ 21/2"X117/8"W160. :~I~IHONG" RIM BOARD, -~16" O.C, ~P. ALL) ~ ~ I I ~ -~16" O,C. ~P, ALL) WALL BELOW ~PICAL) [ ~ I % '1 I PROV. 2-1 3/4" X 11 7/8" ~16" C.C. ~p. A~) I I FIRST FLOOR DECK FRAMING PLAN THIS DRAWING IS FOR REFERENCE ONLY I ONLY & IS NOT INTENDED TO BE SCALED, NOTE: B INDICATES BEARING POINT LOAD THIS LOAD MUST BE TRANSFERED W/ADEQUATE VERTICAL BRACING. FIRST FLOOR CEILING FRAMING PLAN THIS DRAWING 18 FOR REFERENCE ONL~Y ONLY & IS NOT INTENDED TO BE SCALED, NOTE: C~RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. (TYP, ALL WINDOW & OPENING LOCATIONS), PROV. FIRE-STOP/ BLOCKING < 8'-0" C.C. (TYP. ALL AREAS). OFFICE SET 9.10.08 III Z LU U. ~- ~ SCALE: N,T.S, DWG. NAME: FIRST DECK FRAMIN( PLAN DWG, NO.: A-1.1 WALL BELOW (TYPICAL) PROV. 2 - I 3/4"X 14" G P. LAM LVL RIDGE BEAM PROV CONT, CUT 2" X 10" SUB FASCIA (TYP, ALL AREAS), PROV. I - 1 3/4" X 11 7/8" G P, LAM LVL RIDGE BEAM PROV CONT. CUT 2r~ X 10" SUB (TYP, ALL AREAS). PROV. 2- "X 14"G P. LAM BEAM WALL BELOW ROOF FRAMING PLAN ITHIS DRAWING IS FOR REFERENCE ONLY ONLY & IS NOT INTENDED TO BE SCALED, NOTE: · INDICATES BEARING POINT LOAD THIS LOAD MUST BE TRANSFERED W/ADEQUATE VERTICAL BRACING. ROOF PLAN NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. OVER 15 LB, FELT (COLOR T PROV. WEATHERWATCH,, UN LAYMENT ALONG ENTIRE BoTroM EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS). ] ILl 1/4"= 1 '0" DWG. NAME: ROOF PLAN & ROOF PLAN DWG, NO,: A-1 2 SIMPSON HL.35 ANGLE BRACKET DEL MIOROLLAM RIDGE KANT-SAG LSTI22 OR 1 STF~AP 110d X I 1/2 FASTENER FOR 16" JOIST DEPTH OR MEMBERS WITH SLOPE OF 7/12 OR GREATER). CORNER CONNECTION (EXAMPLE CONNECTION OF RIGDE BEAM TO ROOF RAh ~ ER (EXAMPLE) TRUSS/RAFTER (RPS4) TRUSS BRACING 10d NAILS OR . 16d SINKERS STRONG-WALL SHEARWALL PICAL AT ~AoFH CORNER) PRE-ATTACHED PHD6 WITH 12 SDS 1/4 X ~A~TENERS <1' SILL PLATE TO FOUNDATION -- USING USP BEARING PLATE FASTENERS (HBPS/LBpS) STUD TO STUD (CS 18) (0S16) ~ ANCHORAGE (LSTA18) PROV, 11 7/8" BOX BEAM LL PLATE TO USING USP BEARING PLATE FASTENERS (HBPS/LBPS) SILL PLATE TO FOUNDATION (BP) PROV. METAL FLASHING AT ALL WINDOW SILLS, (TYP. ALL LOCATIONS) METAL FASTENER SCHEDULE (EXAMPLE) (ALL STRAPING TO BE ~ 16" O,C.) W~~ALL STUD WALL STUD BOTTOM PLATE BAND JOIST / /~ TWO-MErVTWO- MEMBER FLOOR SUPPORT BEAM / ~CONNECTION OF WALL TO FLR. FRAMING SIMPSON LSTA18 STRAP WITH CONNECTION OF BAND JOIST TO SUPPORT SIMPSON LTP4 STRAP (12) 8d X 1 1/2" CONNECTION OF WALL TO FLOOR FRAMING, (EXAMPLE) ROOF TRUSS SIHEATING TO TOP PLATE. CLIP ANGLE (BOTH SIDES OF CONNECTION) MIN. LENGTH = JOIST WEB DEPTH MINUS 1/2" JOIST TO HEADER JOIST ~/D4'%.~ (EXAMPLE) DOUBLE TOP PLATE METAL CONNECTOR WALL SHEATING CONNECTION OF TOP WALL PLATE TO WALL STUD. PROV. DBL. 2" X 6" ACC SILL PLATE (TYP,) 10" P. COHO. FOUNDATION WALL, PROV. MIN. 8" FDN. EXPOSURE ABOVE FIN, GRADE (TYp. ALL AREAS) PROV, WATER BARRIER BETWEEN FOUNDATIION WALL & ACQ. RIM JOIST, PROV· 2 CONTINUOUS # 4 RE-BAR, CFYP. ALL AREAS) STUD WALL SHE&TI- (3) 2"X 10" WINDOW HEADER % JACK STUDS DF WALL SHEATHING TO WINDOW HEADER OF WALL SHEATHING TO 2"X S" STUDS r NOTE: C~-RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO F ELD lCONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT· D FiAWI N GS/S P EOIFICATIO N S, FOUNDATION DETAIL PLATE TO FOUNDATION ~A-3J (EXAMPLE) X- BRACING (EXAMIPLE) CONNECTION OF WALL SHEATHING TO WINDOW HEADER (EXAMPLE) PROV. "LIFETIME" "GAF" ASPHALT ROOF SHINGLES CFYP. ALL AREAS) OVER 15 LB, FELT, (COLOR T.B,D,) PROV. 'NVEATHEBWATOH'~ UNDER- LAYMENT ALONG ENTIRE BOTt'OM EDGE OF ROOF UP 2'-0" CFIYPICAL) ALL ROOF SECTIONS), PROV. 5/8'r ACC, PLY. SHEATHING crYPICAL ALL ROOF AREAS), 2"X10"HEADERABOVE ALL OPENINGS CFYP. ALL AREAS) 2"X 12" R,R CFYP. ALL AREAS) PROV, "LIFETIME" "GAF" ASPHALT ROOF SHINGLES (T~P. ALL AREAS) OVER 15 LB, FELT, (COLOR T,B.D, PROV. "WEATHERWATOH~ UNDER- LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2'-0" CFYPIOAL) ALL ROOF SECTIONS). PROV. OONT, SOFFIT t CFYPICAL ALL AREAS) PROV. "TYVE (TYp, ALL). PBOV. 6" EXPOSURE CEDAR R&R CEDAR SIDING, PRO~V. 2 COAT8 CLEAR CABOT BTAINI W/MILDICIDE 2" X 6" WOOD; PROV. FIBERGLASS STRUCTURAL COL. CTYPICAL ALL COLUMNS). V.I,F. FIN. PROV. CONTINUOUS 11 'GP - FIBERSTRONG" RIM BOARD, EXCEPT AREAS OF OP~ENINGS. (TYP. ALL PERIMETER AREAS), PROV. WATER PROV, DBL. 2" X 6" AC(Q. SILL PLATE, WITH TERMITE SHIELD FIBROUS INSULATION cr(P, ALL) PROV. 2 ADDITIONAL COURSES OF 8" CONCRETE BLOCK W/ RE-INF, (TYP, ALL AREAS) LVL MICRO, 2" X 8'~ BLOCKING 2" X 4" TOP PLATE "COBRA" RIDGE VENT ALL RIDGE AND HIPS). PROV. 2 - I 3/4" X 14" G.P. LAM 4" P. COHO. TAMPED BASE· PROVIDE 4" STRUCTURAL STEEL P. COHO. FOOTING CF'dP.) / 2"X 10" C,d, (~,16" C.C. crY'P, ALL) & CEILINGS CFYP.) - 3/4" X 10" CONT. STEEL FL, PLATE. PROV. 1 - 4" X 4" STRUCT. STL, COL, AT BOTH END TO FOUND· BELOW,(FLUSH BEAM) IRAL STAIR, FACTORY WHITE FINISH W/OAK TREADS AND RAILING, PROV. 3~4'r T & G PLYWOOD SUB-FLR, (TYP. ALL PROV, 3/4" X 3" W. RED "SELECT" WOOD FLOORING AT AREAS NOTED ON PLAN, 1i II SECTION A-A HIGH DENSITY FOIL FACE ¢FYp. ALL AREAS) .~U~rER AND AREAS), X 6" "AZEK" FASCIA ED, NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP. EQI, (T~P. ALL AREAS) PRGV. CONT, CONT. 'AJZEK" BEAD BOARD (TYPICAL ALL AREAS) PRDV, 1/2" ACC. PLY, SHEATH· ( TYPICAL ALL PERIMETERS) =ROY, 3 - LAM 12" R.R, k~ 16" O.C, (TYP ALL AREAS) PROV, CONT. CUT 2" X 10" SUB FASCIA CFYP. ALL AREAS), PROV. 2 - I 3/4" X 11 7/8" "GP LAM" LVL HEADER ABOVE ALL WINDOW & DOOR OPENINGtS CFYP, ALL PERIMETER AREAS), X 4" OLR. CEDAR POSTS AND STUDS, ENCASE W/"AZEK" BEAD BOARD & CASING. 3' W. SELF-CLOSING GATE AT FRONT. PROV, 3" W. CATCH BASIN. PROV, 8" CONCRETE BLOCK W/RE*INF, (TYP. ALL AREAS) PROV. WATCHDOG WATER PROOFING ALONG PERIMETER OF FOUND. WAL[~ BELOW FIN. GRADE. INCLUDING PARGED JOINT BETWEEN FOUND. WALL AND FOOTING STUD ;RAMING RAFTER BRACING MTS12 STRAP WITH (7) 10d X I 1/2 FASTENER TO STUD AND RAFTER. BIRDSMOUTH CUT LOW END OF JOIST ONLY (EXAMPLE) (3) 2"X 10" WIN DOW HEADER CONNECTION OF WINDOW O EXTERIOR WALL. SIMPSON LSTA18 STRAP WITH (12) 10d FASTENER, JACK STUDS CONNECTION OF WALL SHEATHING ~-/DsNx~ TO STUDS AROUND WINDOW HEADER (EXAMPLE) LOTION OF FLLOOR FRAMING TO SUPPORT BEAM, SIMPSON LTS12 STRAP WITH (12) 10c~ X 1 1/2" FASTENER INTO FLOOR JOIST AND SUPPORT BEAM CONNECTION OF FLOOR F,'RAMING//"~ TO SUPPORT BEAM., (EXAMPLE) OFFICE SET 9,10.08 THESE DRAWIN(3S AS INSTRUMENTS Of SERVICE, ARE THE SOLE pROpERTY OF TH~ ARC HITE:OT NO Z LLI 0 Z -- W 0 ~ q ~ c __. ~: 1/4"= 1 '0" DWG. NAME: BUILDING SECTION DWG. NO.: A-2 PROV. CONC. TAPERED CAP & FIN. FLUE CAPS. FLASH AS REQUIRED. ROV. CONT. "COBRA" RIDGE VENT (TYPICAL ALL RIDGE AND HIPS). 25'-9" ~--TOP OF RIDGE (V.I.F.) C.H.C.H. ¢'~TOP OF FIRST FLOOR PROV. "LIFETIME" "GAF" ASPHALT OVER 18 LB. FELT, (COLOR T.B.D.) PROV. ~WEATRERWATOH'~ UNDER- LAYMENT ALONG ENTIRE BO'Iq'OM EDGE OF ROOF UP 2'-0" (7~¢PICAL) ALL ROOF SECTIONS), FRIEZE "AZEK" CONT, CROWN BELOW, 6" JMINUM GUTTER AND (TYPICAL ALL AREAS). PROV. CONT "AZEK" BEAD BOARD SOFFIT W/SCREENED 1" VENT (TYPICAL ALL AREAtS) r. 5II EXPOSURE VINYL CEDAR SIDING ("CEDAR IMPRESSIONS" BY "CERTAINTEED" OR APP. EQUAL. EAST E LEVATI O N 25'-9" TOP OF RIDGE (V I F ) ¢~-TOP OF ATTIC FL. 1' ~-GRADE PROV. CONT. "COBRA" RIDGE VENT (TYPICAL ALL RIDGE AND HIPS). PROV. CONC. TAPERED CAP & FIN. FLUE SH AS REQUIRED. PROV. CULTURED STONE Y OVER 1/2'~ CONCRETE BOARD. PROV. "LIFETIME" "GIAF" ASPHALT ROOF SHINGLES (T~P. ALL AREAS) OVER 15 LB. FELT. (ICOLOR T.B.D.) PROV. '~dEATHERWATCH" UNDER- LAYMENT ALONG ErNTIRB BOTTOM EDGE OF ROOF UP ,2'-0" (TYPICAL) ALL ROOF SECTION,S). PROV. 3/4" x 6" "AZE~'(" FRIEZE PROVIDE I 1/2" "AZEIK" CONT. CROWN BELOW. 6" WHITE ALUMINUtwI GUTTER AND (TYPICAL ALL AREAS). 5/8" ACQ. PLTWD. BLOCKING W/CONT, BENT WHIITE COIL FLASH. FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP. EG. (TYP. ALL AREAS) EXPOSURE VINYL CEDAR SIDING ("CEDAR IMPRESSIONS" BY '~CERTAINTEED" OR APP, EQUAL. WEST ELEVATION (EXISTING WINDOWS) iNOTE: C~-RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS. CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. OFFICE SET } 9.10.08 LLJ Z DWG. NAME PROPOSED BUILDING ELEVATIONS A3 PROV. CULTURED STONE FOR CHIMNEY OVER CONCRETE BOARD, ~-TOP OF RIDGE (V.I.F,) ROOF SHINGLES (TYp, ALL AREAS) OVER 15 LB, FELT, COLOR T.B,D,) PROV, WEATRERWATCH" UNDER- LAYM ENT ALONG ENTI RE BO~IFOM EDGE OF ROOF UP 2'-0" (T~PICAL) ALL ROOF SECTIONS), 25'-9" ~TOP OF A~FIC FL. 8' ~TOP OFSECOND FL, LOFT, ~-TOP OF LOWER WINBOW j~TOP OF FIRST FLOOR i,, ¢~'GRADE 8.5 PROV. i BEAD BOARD WHI 3UTTER AND )ERS, (TYPICAL ALL AREAS), SOFFIT W/SCREENED 1" VENT (TYPICAL ALL AREAS) 5" EXPOSURE VINYL CEDAR SIDING ("CEDAR IMPRESSIONS" BY ~'CERTAINTEED" OR APP. EQUAL. PROV. tNER ED. NG W/CONT, BENT WHITE COIL FLASH, FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP. EQ. (TYP. ALL AREAS) SOUTH ELEVATION TAPERED CAP & FIN, FLUE REQUIRED. 25'-9" /~TOP OF RIDGE (V.I.F.} I 6'i8" cTOPOFSEOONDFL. LOFT. ~ cGRADE (TYPICAL BOTH SIDES) 2'-0" MIN. PROV, CONT."AZEK"SEAD BOARD PROV, CONT, "AZEK" BEAD BOARD 6" WHITE ALUMINUM GU~FER AND) , (TYPICAL ALL AREAS), PROV. CONT. "AZEK" BEAD BOARD, SOFFIT W/SCREENED 1" VENT (TYPICAL ALL AREAS) RE VINIEL CEDAR SIDING ("CEDAR IMPRESSIONS" BY "CERTAINTEED" OR APP. IEQUAL NORTH ELEVATION (EXISTING WINDOWS) INOTE: C~RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS, OFFICE SET 9.10.08 [IHR~r~ DRAWiNeS ^S 'NSTRUMENTS OF SERV,CE, ] III ~ k 0 u-I ~, o ~ o l 0 m ~o0 SCALE: 1/4" = 1 '0" DWG, NAME; PROPOSED BUILDING ELEVATIONS A-3.1 GENERAL NOTES I FAMILY DETAOHEB DWELLING ZONE 11B HEATING DAYS _-- 5750 COINCIDENT WET-BULB TEMP, ~= 73 SUMMER DESIGN DRY-BULB TEMP, ~ 83 WINTER DESIGN DRY-BULB TEMP, = 6 GLAZING "U" FACTOR -- 0.45 OEIUNG "R" VALUE = 0.45 EXTERIOR WALL R VALUE = 0,45 FLOOR "R" VALUE -- 0,45 TOTAL EXTERIOR WALL SQ,FT, = 5,548 SQ.~-T', TOTAL WINDOW SG,FT, = 607 SQ,FT, MINIMUM EQUIPMENT PERFORMANCE GENERAL FLOOR PLAN NOTES 1, DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS), 2, ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH METAL CORNER REINFORCING, TAPE, FLOAT, AND SAND (3-COATS), 3, WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8", FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 5'-0" RETURN ON ADJACENT WALLS & CEILING, MANUFACTURED LUMBER RED, 2 LAYERS OF 5/6" FIRE RATED GYPSUM BOARD 4, ALL BATH/TOILET AREA WALLS AND CLG, ADJ. TO WET AREAS TO HAVE WATER RESISTANT GYP. BD,, OR WALL TILE SET ON CONE, SD. OR APP. ED. GENERAL FRAMING NOTES 1, ALL WALLS, 2"X4" AND 2"X6", TO BE STUD GRADE OF BEarER 16" O,C., ALL OTHER FRAMING MATERIAL TO BE ¢2 DOUGLAS FIR OR BE"ri'ER, 2 ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. 3, PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLR, JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED, 4. PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8'-0" O,C, FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS, 5, FLOOR CONSTRUCTION: 3/4" T, &G, PLYVV'OOD SUBFLOOR, FINISHED MATERIAL TO BE APPLIED OVER SUBFLOOR, GLUE AND SCREW PLY'WOOD TO FLOOR JOISTS. 6, ALL WINDOW AND DR, HDRS, TO BE MIN. (2) 2"X10" UNLESS OTHERWISE SPECIFIED, ALL IHT, HDRS, TO BE (2) 2"X10" UNLESS OTHERWISE SPECIFIED, 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS, 8, ALL BMR, TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED, 9. ALL FLUSH BM, AND JOIST INTERSECTIONS TO HAVE GALVANIZED HGRS, 10, TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXT, GF~DE PLYWOOD, PLYWOOD TO SPAN OVER ALL PLATES AND HEAD'ERS 11, PROVIDE iNSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTER. GENERAL ELEVATION NOTES 1. EXT. FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BET'WEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES, 2, GENERAL CONTRACTOR TO PROVIDE ADEQUATE A~I'IC VENTILATION & ROOF VENTS, 3, PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. GENERAL PLUMBING NOTES 1 , PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ ALL APPLICABLE CODE AND SAFETY REQUIREMENTS, 2, IF WALL PLATES OR JOIST8 ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR EQUIPMENT, PROVIDE BRACING TO THE FRAMING PER ALL APPLICABLE CODES. GENERAL HVAC SYSTEM NOTES 1 , MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SAFETY REQUIREMENTS, 2, HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE EQUIPMENT SUPPLIER, 3, HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING & SUBMIT IT TO GBNERAL CONTRACTOR, OWNER, AND EQUIPMENT SUPPLIER FOR FINAL REVIEW,AND APPROVAL, EMERGENCY ESCAPE/RESCUE OPENINGS SECT. R310 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM, 2, OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES ABOVE FLOOR. 3. NET CLEAR OPENING SIZE TO SE A MINUMUM OF 5,7 SQUARE FEET, 4, MINIMUM OF 5,0 SO, FT, REQUIRED FOR GRADE FLOOR OPENINGS, 5. MIN, NET CLEAR OPENING SILL HT, LOCATED BELOW ADJ GROUND ELEV, WINDOW WELL RED, ALLOW FOR DR, OR WINDOW TO BE FULLY OPENED, 6. MIN. OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MIN, WIDTH OF 36" (ENCROACHMENT OF 6 INCHES PERMI"ITED FOR LADDER OR STEPS), 7, PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES, 8. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMI~'ED IF IN COMPLIANCEWlTH MINIMUM NET CLEAR OPENING REQUIREMENTS, 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES ARE RELEASABLE OR REMOVEABLE FROM INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE, PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS (VV~NDOW AREA 30% OF GROSS EXTERIOR WALL AREA) MAXIMUM MAXlMUrv HEATING DEGREE DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE ZONE 115 5780 0,45 R-38 R-21 R~30 R-10 R-9,2 FT R-38 CLIMATE-SPECIFIC REQUIRED & PROPOSED 9ROPOSED MINIMUM NOTES: DESCRIPTION R-VALUE R-VALIUE WALL TYPE I 10" P,CONC. 9~ H. R - 10 R - 10 B" P.OONC. FNDN, WALL ON TOP OF A CONT. FOOTING WALL TYPE 2 2"X6" W,D,STUD R - 21 R - 21 2" X 6" WOOD STUD WALL WITH 1/2 CDX PLY WD, WALL TYPE 3 2"X4" W,D.STUD R - 16 R - 15 2" X 4" WOOD STUD WALL WITH 1/2" GYP, BD. ROOF TYPE 2" X 12" BOUG FIR R - 38 R - 38 GAF TIMBERLINE LIFETIME ROOF SHINGLE, FLOOR TYPE I 3/4" X 11 7/8" R - 21 R - 21 I 3/4" X 11 7/8" TGI PRO, 550 F.J. ~ 16" O,C, CEILING TYPE I 3/4" x 11 7/8" R- 21 N/R 1 3/4" X 11 7/8" TGI PRO, 550 F.J. @ 16" O,C. SLAB 4" P,CONC. R - 9,2 R - 9,2 4" P,CONC,SLAB ON COMP. FILL W/W.W.M, 6 X 6 REINF, NAILING SCHEDULE PRESCRIPTIVE DESIGN TABLE 3,1 (AMERICAN FOREST & PAPER ASSO~CIATION CONNECTION FASTENING SPACING NO. COMMON 1 RAFTER TO TOP PLATE (TOE-NAILED)~I 6" O.C, 3 8d PER RAFTER 2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 8d PER JOIST 6 BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D BACH END 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-15D PER FOOT 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16D JOINTS-EACH SIDE 10 STUD TO STUD (FACE-NAILED) 2-16D 24" O,C, 11 HEADER TO HEADER (PACE-NAILED) 15D 16" O,O, ALONG EDGES 12 TOP OR Bo%roM PLATE TO STUD (END-NAILED) 2-16D PER 2 X 4 BTU D 13 EO~-OM PLATE TO FLOOR JOIST, BAND JOIST, ENDJOIST OR BLOCKING (FACE-NAILED) 2-16D PER FOOT 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-10D PER JOIST 16 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 16 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILEB) 3-16D EACH BLOCK 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST 20 BAND JOISTS TO JOIST (END-NAILED) 3-16D PER JOIST 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D PER FOOT 23 DIAGONAL BOARD SHEATHING 1" X 6" OR 1" X 8" 2-8D PER SUPPORT 1 ' X 10" OR WIDER 3-8D PER SUPPORT 24 3YPSUM WALLBOARD ED COOLERS 7" EDGE/ 10' FIELD 26 FIBSRBOARD PANELS 7/16" 65 3" EDGE/6" FIELD 25/32" 8D 3" EDGE/6" FIELD 27 ,,~YPSUM WALLBOARD SD COOLERS 7" EDGE/10" FIELD 30 DIAGONAL BOARD SHEATHING 1" X 6" OR 1" X 8" 2-8D PER SUPPORT 1" X 10" OR WIDER 9-3D PER SUPPORT 61 STRUCTURAL PANELS HEATING & COOLING CRITERIA ZONE 11B DETACHED ONE FAMILY WALLS. MOBE: HEATING OR COOLING 0.14 ROOF CEILING 0.031 CLIMATE AND GEOGRAPHIC DESIGN CRITERIA TABLE 301 .2 (RESIDENTIAL CODE OF NEW YORK) GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ~'" WINTER ICE SHIELD FLOOD SNOW DESIGN FROST LIN~ II DESIGN UNDERLAY. HAZARD LOAD SPEED (MPH} CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP, REQUIRED LO~LO G EXPOSURE ~/Vr~LAL UnE~Or:,F~ MAP#361030166 G 45PSF CATEGORY "B .... B" "SEVERE"~ / MODERATE TO SLIGHTLY TO 120 MPH HEAVY MODERATE ZONE 1 15 ~- 11~ YES EFFECTIVE DATE, ~//,~ ,,CD/,/ MAY 4TH 1998 FLOORS, WALLS, AND CEILINGS OVER OUTSIDE AIR, DESCRIPTION INSULATION R-VALUE U - FACTOR X AREA = UA CEILING R-38 0.31 2,176 SQ.FT, 674 INTERIOR FLOOR R-38 0.31 2,450 SQ.FT, 760 EXTERIOR WALLS R-21 0,31 5,548 SQ.FT, 1,714 TOTALAREA 13,354 SQ,FT, FLOORS AND FOUNDATIONS INSUL. INSUL IU-FACTOR OR AREA OR DESCRIPTION DEPTH R-FACTOR ~ ~ PERIMETER = U~A BASEMENT WALL 2'-0" R-10 0,56 2,084 SQ,FT 1,167 WALLS, WINDOWS, AND DOORS INSULATION DESCRIPTION R-VALUE U- FACTOR X AREA = UA WALL R-21 Uo=0,14 4337 SQ,FT, 774 WINDOW R= ,3 / SO.FT. 0.35 712 SQ,FT, 250 DOOR N/A 0,35 481 SO.FT. 168 TOTALAREA 5530 BO.FT. DESIGN CRITERIA REF. TABLE R301.2(2) AMERICAN FOREST AND PAPER ASSOCIATION ( AF&PA) WOOD FRAME CONSTRUCTION ZONE ROOF > 30"-40° X1.63 ROOF > 30°- -46,4 23,7 36,3 -30.3 40° X 1.53 WIND SPEED 3 12O M/HR DESIGN CRITERIA REF. TABLE 1609.6.2.1 (1) MAIN WlNDFORQE-RESISTING SYSTEM WIND LOABS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS VELOCITY DIRECTION ANGLE END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD OVERHANG WALL ROOF WALL ROO~F WlNDWARE LEEWARD ¢VlNDWARE LEEWAR__D END INTERIOR_ ROOF ROOF ROOF ROOF ZONE ZONE TRANSVERSE 30°<ANGLE __< 45' 25.7 17,6 20,4 14,0 9.9 -15.6 8.6 -13.4 -11.6 -13.0 120 23,7 ALL ANGLES 22.8 -11,9 15,1 -7.0 -27,4 -16,6 -19,1 -12.1 -41,1 -32.7 R-3 SINGLE FAMILY RESIDENCE OCCUPANCY & HT. CLASSIFICATIONS PROPOSED USE MINIMUM REQUIRED PROPOSED MINIMUM REDID, SLOPE HT,/ FURtRED HT, I ST. FLOOR KITCHEN 70 SQ,FT, 417 SO,FT. GREAT RM. BATH #1 70 SQ.FT. 70 SQ,FT. 3O SQ,FT, 293 SQ. FT. 542 SQ. FT. 35 SC.FT. LAUNDRY RM. 70 SO,FT. 128 SQ.FT, FOYER N/R 121 SQ,FT, 2ND FLOOR M. BEDROOM 70 SO,FT. 328 SQ,FT, 61-5" 7'-6" N/R 9'-0I' BEDROOM #1 70 SC.FT. 223 SC,FT. 5' 7'-6I' N/R B'.0I' BEDROOM #2 70 SQ,FT, 245 SO,FT. 6'-5' 7I-6'' N/R 9'-0" M, BATH 30 SQ,FT 172 SQ,FT, 5' 7'-6" N/R 9'-0" M. CLOSET I N/R 42 8Q,FT, 5' 7L6' N/R 9'-0" M, CLOSET 2 N/R 42 SQ,FT, 6'-8" 7'-6" N/R 9'-0" HALL/FOYER N/R 312 SQ,FT, N/R N/R N/R 9'-0" BATH #5 30 SQ,FT, 73 SQ,FT 5' 7'-6" N/R 9'-0" LINEN CLOSET N/R 22 SQ,FT, 5~ 7~-6" N/R 9'-0" GUEST BED. 70 SQ. FT. 287 SO,FT. N/R N/R N/R 9'-0" S.F. OF AREA INTERIOR ENVIRONMENT SECTION 1202.4.1 & 1204.1 USE SO.FT. OF LITE/SO,FF. AREA 1 ST. FLOOR KITCHEN DINING PM, GREAT RM. 70 SO.FT. 70 SQ.FT, 7O SQ,FT, 141 SQ,FT, 189 SO.FT. 34% 92 SO.FT. 23% 176 SQ,FT, 26% 4,5 SQ FT, 2O% 30 SO.FT. 14% 21 SQ,FT, 15% 21% BATH #1 30 SO.FT. 9 SO,FT. 13% LAUNDRY RM, 70 SO,FT. 25 8Q.FT, 23,5% FOYER N/R 17 SQ.FT, 14% 2ND FLOOR BATH #4 GUEST BED. N/R 70 SQ. FT, 2O SQ FT. 56 SO,FT. 33% 73 SQ. FT. 15% 17 SO.FT. 14% 17 SQ,FT, 26% 20 SQ,FT, 12% 2 SO.FT. 12% 2 SO.FT. 14% 23 SO, FT, 16% 7 SO.FT. 19% 22% OFFICE SET 9.10.08 ILl z SCALE: 1/4"= 1 '0" DWG. NAME: ENERGY CALCULATION,~ DWG. NO.: A-5 FASTEST MILE WlNDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3,2 (AMERICAN FOREST & PAPER ASSOCIATION 110 120 OF (FT.) STORIES, REQUIRED CAPACITY OF CONNECTION (LBS) 20 206 ~. 6il 291 881 24 260 358 SILL PLATE TO FOUNDATION 28 314 ~ 426 CRAWL SPACE 2 OR BASEMENT) 32 368~ ,A, 493 CODES. 24 206 413 421 291 254 421 WALL BOqq'OM ~, PLATE TO 28 260 388 FOUNDATION 2 32 314 426 3LAB-ON-GRADE U CONNECTOR UPLIFT LOAD. L CONNECTOR LATERAL LOAD, (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD, (PARALLEL TO THE WALL) "ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1,4, ~ TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF), ~ TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMI~rED TO BE MULTIPLIED BY 0,70 AND 0,85, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. ~ TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF 0HALLS SHEATHING WITH 7/16" STRUCT, SHEATHING A~TACHED W/8D NAILS SPACED 6" AT PERIMETER EDGES AND 12" AT INTERMEDIATE SUPPORTS), FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY OF THE CONNECTION SHALL BE INCREASED, FASTEST MILE WlNDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3 3 (AMERICAN FOREST & PA ~ER ASSOCIATION 110 120 REQUIRED CAPACiTY OF CONNECTION (LBS) 12 341 %284 280 427 339 280 16 24 380 N 726 32 740 927 36 820 % 1027 U~ = CONNECTOR UPLIFT LOAD, L4 = CONNECTOR LATERAL LOAD, (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF (2/3 X 15 PSF}, ~TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMI"[q-ED TO BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS, ~ TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS, WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO FOUNDATION CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMI~ED TO BE REDUCED BY 66 PLF (2/3 X 100 PLF) FOR EACH FULL WALL ABOVE, "TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES SHALL BE PERMI%FED TO BE MULTIPLIED BY 0.80. RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENTS PRESCRIPTIVE DESIGN -ABLE 3,3A ALTERNATIVE TO TABLE 3.3 AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS ~- (FT.) IGHT CEILING JOIST WALL HE 16 8 =ASTEST-MILE WIND SPEED (MPH) 110 I 120 MAXIMUM ANCHOR BOLT SPACING (IN.) 3 3 3 4 ~10D BOX NAILS CAN BE SUBSTITUTED FOR SD COMMON NAILS, ~WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED, 'TO AVOID 8PLI%FING, NO MORE THAN 2 TOENAILS 8HALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CLG. JOIST WHEN FASTENED TO A 2 X6TOP RE UPLIFT STRAP CONNECTION REQ. (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) PRESCRIPTIVE DESIGN TABLE 3,3B ALT, TO TABLE 3.3 (AMERICAN FOREST 110 [ 120 & PAPER ASSOC.) I FRAMING SPACING ROOF SPAN NUMBER OF 8D COMMON (IN,) (FT,) NAILS END OF 1-1/4" X 20 GAGE STRAP 12 3 3 16 3 4 20 3 4 16 24 4 5 28 4 5 32 5 6 SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3,2 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2I' ANCHOR BOLTS E/SI' ANCHOR BOLTS FASTEST-MILE WIND SPEED (MPH) FASTEST-MILE WIND SPEED (MPH) ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN,) SPACING (IN.) SILL PLATE TO FOUNDATION* DRAWL SPACE OR BASEMEN~ 2 STORIES ALL~ 23 36 3~ 19 28 1-3 STORIES WALL PLATE TO FOUNDATION* (SLAB-ON-GRADE) 36 6~ 57 U = CONNECTOR UPLIFT LOAD. I = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) S : CONNECTOR SHEAR LOAD (PARALLEL TO THE WALL) *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1,1.4, * ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOOKED ROOF AND/OR FLOOR DIAPHRAM8 (279 PLF), ~ ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3I' C.C. (731 PLF) BUILT IN ACCORDANCE WITH SECTION 3,4,4, ~ ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C, (421 PLF) BUILT IN ACCORDANCE WITH SECTION 3.4.4, SILL OR BOTFOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING UPLIFT PRESCRIPTIVE DESIGN TABLE 3.2B ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTSI FASTEST-MILE WIND SPEED FASTEST-MILE WIND SP~EED (MPH) (MPH) MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR B(OLT ANCHOR BOLT FOUNDATION SUPPORTING: SPACING (IN,) SPACING {IN,) CONNECTION SILL PLATE TO FOUNDATION* 1-3 STORIES 72 72 72 72 72 72 72 72 (CRAWL SPACE OR BASEMENT) WALL PLATE TO FOUNDATION 1-3 STORIES 40 33 28 25 51 42 36 32 (SLAB-ON-GRADE) NOTE: CONTRACTOR TO NOTIFYTHE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS, /,~1h4'~-wALL WALL WALL I~'L1 ?,~- WALL 24" CLEARANCE ~ 21" IN FRONT OF OPN~LEARANCE I /WALL TOILET BATH AND SHOWER SPACED SCALE: 1'=1/2" I~1 5"/- WALL 'U 21" CLEARANCE TOILET, BATH AND SHOWER SPAC!ED SCALE: 1 '= 1/2" ~-- WALL 3' VENT % SECOND FLOOR FIRST FLOOR SLOPE PER 11 PLUMBING RISER DIAGRAM N.T.S. ~1/v8" SLOPE PER 1' TO APPROVED ~4SANITARYTRAr~~ ?SYSTEM I OFFICE SET I .28.09 III Z SCALE: 1/4" = 1 '0" DWG. NAME: PLUMBING RISER DIAGRAM DWG. NO.: A-6