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Home My WebLink About33823-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector To~n Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-33935 Rte: 09/03/09 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1690 NORTH BAYVIEW RD SOUTHOLD (HOUSE NO.) (STREET) Co%knty Tax Map No. 473889 Section 70 Block 12 Lot 37 Filed Map NO. __ Lot No. __ subdivision (HAMLET) conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 25, 2008 pursuant to which Building Permit No. 33823-Z dated APRIL 15, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTER3~TIONS AND ADDITIONS, INCLUDING WOOD TRELLIS AND ON GRADE PATIO, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA #6117 DATED 2/7/9. ·"ne certificate is issued to 1690 BAYVIEW ASSOCIATES LLC (OWNER) of the aforesaid building. SUF~I~KCOI~YDEPARTME~FT OF H]L%LTHAPPRO~-AL N/A ELRt-i~ICAL C~TIFIC2%~ NO. 4003448 07/16/09 PLI]MB~RS CERTIFICATION DA'£~ 07/23/09 J ZEE'S PLUMBING & HEAT Rev. 1/81 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: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: I¢~ House No. Street Owner or Owners ofProperty: [6~{) /~J' ~'4~tV~/ff'44/ Suflblk County Tax Map No 1000, Section ~) 70 Subdivision Permit No. '~:~ 7-~3 Health Dept. Approval: Old or Pre-existing Building: ~ (check one) Hamlet Block O0 t ~ Lot 07 ~ Filed Map. Lot: DateofPermit. 4/[~/~0~'~ Applicant: /~.~%T ~/~/~:~; Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ '7_~, ~OO Final Certificate: .~ (check one) ~l~licant S~gnature BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by GLEN'S ELECTRIC OF El. INC BAYVIEW ASSOCIATES PO BOX 1304 1690 N BAYVIEW RD SOUTHOLD, NY 11971 JAMESPORT, NY 11947, Located at 1690 N BAYVIEW RD SOUTHOLD, NY 11971 Application Number: 4003448 Certificate Number: 4003448 Section: Block: Lot: Building Permit:. j BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Detached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on thel6th Day of July, 2009. Name OTY Rate Rating Typ~ Circuits emergency equipment Alarm and Sensor 2 0 0 Carbon Monoxide Sensor 4 0 0 Smoke Appliances and Accessories Air Conditioner 2 0 0-15000 BTU I 0 1.2 KW Dish Washer Exhaust Fan 4 0 F.H.P Furnace 1 0 Oil Miscellaneous includes house-garage-and recpticle at dock for boat Panels 1 40 4 Service Service Disconnect: 1 200 cb ServicelPhase3w Service Rating200Amperes Wiring And Devices AFCI 4 0 seal Continued on Next Page 1 of This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by GLEN'S ELECTRIC OF LI. INC PO BOX 1304 JAMESPORT, NY 11947, BAYVIEW ASSOCIATES 1690 N BAYVIEW RD SOUTHOLD, NY 11971 Located at 1690 N BAYVlEW RD SOUTHOLD, NY 11971 Application Number: 4003448 Certificate Number: 4003448 Section: Block: Lot: Building Permit: * BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Detached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the16th Day of jul),, 2009. Name OTY Rat___.~e Ratinr~ Circuits Typ~ Dimmer 11 0 120 V Fixture 6 0 Fluorescent Fixture 80 0 Incandescent Outlet 86 0 Fixture Outlet 112 0 Gen, Purpose Receptacle 1 0 20a Appliance Receptacle 2 0 20a-laundry Appliance Receptacle 12 0 GFCl Receptacle 71 0 Gen, Purpose Switch 50 0 Gen, Purpose 2 of 2 seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Town Hall, 53095 Main Road P. O. Box*1179 Soulhold, NewYork 11971 Fax (516) 765-1823 Telephone (516) 765.1802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD CERTIFICATION Building Permit No. Owner: Plumber: (please print) (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ~/ ( lumoers Signature) Sworn to before me this ~ day of -~.n Notar P /~' ~ bomm~ss~o~. £,,p~res ,.,~y 4, ID ? James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0447C Date: July 20, 2009 THIS CERTIFIES that the construction of first-floor addition and partial second-floor addition to existing dwelling, new patio areas, new sanitary system and new detached garage with a 20' non-tuff buffer installed and to be maintained landward of the bulkhead At 1690 North Bayview Road, Southold, New York Suffolk County Tax Map # 70-12-37 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated 11/9/07 pursuant to which Trustees Wetland Permit # 6782 Dated 12/12/07 was Issued and conforms to ali of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of first-floor addition and partial second-floor addition to existing dwelling, new patio areas, new sanitary system and new detached garage with a 20' non-tuff buffer installed and to be maintained landward of the bulkhead The certificate is issued to LAURIE MANDELBAUM owner of the aforesaid property. Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33823 Z Date APRIL 15, 2008 Permission is hereby granted to: for : MANDELBAUM 1690 N. BAYVIEW RD. SOUTHOLD,NY 11971 ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC, TRUSTEES AND ZBA at premises located at 1690 County Tax Map No. 473889 Section 070 pursuant to application dated MARCH NORTH BAYVIEW RD SOUTHOLD Block 0012 Lot No. 037 25, 2008 and approved by the Building Inspector to expire on OCTOBER Fee $ 938.00 15, 2009. ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [~FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUNDATION 1ST [~]~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [' ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTR _U~TION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]~JGI~LBG. [ ] FOUNDATION 2ND [~INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REM~_.RKS: ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC?TION [ ] FOUNDATION 1ST ['~] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ]ROUGH PLBG. FOUNDATION 2ND [ ]INSULATION ~STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~//.J~ ~a~_,~--~_~_~l ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ]~JNDAT~2.~i[~% [ ] INSULATION [~/J"FRAMIN~~ [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION INSPECTOR./~~.~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ~FRAMING ~T~IN~' [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECT ION [ ] FOUNDATION 1ST [,/~J~ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~~ - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR ~, ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ FRAMING / STRAPPING [ FIREPLACE & CHIMNEY [ FIRE RESISTANT CONSTRUCTION [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARK~:~ _ ' - DATE~INSPECTOR~ FISgLD INSPECTION R~I>ORT DATE CONI3/[ENTS FOLrND ATION (1ST) FO[,_%'D.~.TION (2ND) ROUGH FRAMING & LNSUL:~. l-ION PER N. Y. STATE ENERGY CODE FLN~L ADDITIONA~L C O/VlIViENTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined Approved ,20 Disappro',,ed a,c Expiranon ,20 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? PERMIT NO. 5'~t ~ '~ Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Storm-Water Assessment Form Contact: to: Phone: 73, - 4 1£5 Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,2O a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim} the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The appli~.ant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit author, zed inspectors on premises and in building for necessary inspections. (Signatur~ of ap if a corporation) (Mailing ~ddress of applicant) State whether applicant is owner, lesse ,~agent,~ engineer, general contractor, electrician, plumber or builder Nameofownerofpremises /_ ,~66~,~lC (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. House Number Street County Tax Map No. 1000 Section 7~) Block Subdivision (Name) Hamlet Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ,J'/~Ld~'(-.t"'~ /~-~,'r-'tfC.? b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Repair Removal Demolition Other Work Estimated Cost Fee If dwelling, number of dwelling units If garage, number of cars ~ Alteration/~ (Description) (To be paid on filing this application) Number of dwelling units on each floor 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear 8. Dimensions of entire new construction: Front Rear Number of Stories 9. Size of lot: Front Rear Depth Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES~/NO__ 13. Will lot be re-graded? YES NO ~/'Will excess fill be removed from premises? YES__ 14. Names of Owner ofpremises~'~'q'~r;~,~,',~ Address .J¥~, 7~',2 t Phone No. Name of Architect .,*'/,a~g~ J"t5 ~rc Address Phone No Name of Contractor Address Phone No. NO -¢ / 15 a. Is this property within 100 feet cfa tidal wetland or a .freshwater wetland? *YES Y NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERM[T/S MAY BE REQUIRED. b. Is this property within 300 feet cfa tidal wetland? * YES ~ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on properly is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF~.~ ) J~/'-~/7~'¢~ · , t~/~ ~ ~ being duly sworn, deposes and (Name of individual si~ing contract) above named, (C~ntracto¢, Agent, Co.orate Officer, etc.) says that (s)he is the applicant 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. MELANIE DOROSKI NOTARY PUBLIC, State of New No. 01D04634870 Qualified in Suffolk C0unty Commission Expires September 30,~--0 ~gnatur~,¢pplieant Mark Schwartz, AIA- Architect, PLLC p.o. Box 933 C~tdaogue, NewY~k 1~ phone: (631) 734- 4185 Fax: (631) 734 - 2110 March 25, 2008 Southold Building Depaxtment P.O. Box 1179 Southold, New York 11971 Re: Madelbaum Propoerty 1690 North Bayview Road Southold, New York 11971 (SC'rM# 1000-70-12-37) To whom this may concern: The septic system at the aforementioned premises is designed for use of a 3 - 4 bedroom residence. It is in proper working condition and has recently been pumped out. The existing system is adequate for the proposed structure. I hereby certify that the capacity is adequate and the working service of this system will not be adversely affected by the proposed addition. Please call this office if you have questions or require additional information. MandelbaumSeptic FROM : MamkSchwaptz,AIA-Amchi tect jy~?72oo8 15:53 ~31 ?~55~64 PHONE NO. Apr. 02 ~08 1B:34AM P2 $outh~ld, NY 1 ) 971 Mr. Ma?k Schwartz, A~A P, O. Box 933 Cutohogue, New York 11985 Re: ZBA #6117 -~'eg0 Bayview Associates Variance application 530*)3 Me. lr~ go~t Box ] 179 $outhold, N~ 11971~59 Transmltte(t for your reoords Is a copy of ~I Board's February 7, 2008 Findings, Deliberations and Determination, the original of wtlloh was filed today with the Town Clerk regarding the abuve application for variances, Please be sum to submit an application for a building permit with ~ree sets of maps and any other documentation (If not already filed) directly With the Building Inspector's Office. You may want t~ furnleh an extra copy of the enclosed when furnishing additional InfOrmation to the Building Depe~ment, if you have any questions, please feel free to call at anytime, Very truly yours, EncL Copies of Decision to: Buildil~g Department Town Clerk (Original for filing) 04-03-20B8 12:16 SOUTHDLD BUILDING DEPT 16317659502 PAGE2 FROM : MarkSchwartz,RIA-Architect PHONE NO. : 6317342110 Jamas Dittiz~o, Jr. Michael A, $~moo Los ic K~es ~eismsn ~N~G ~A~ OF TO~ O~ ~O~OLD ~L (~l) 7654809 ' Fax (63]) 76~.~4 Apr. 02 2888 10:350M P3 Tow~ A~n~x/~t ~oor, No~ F~ Bank 5439~ M~i~ Road (~t youn~ ~u~hoiO. NY FINDINGS, DELIBEI~TION8 AND DI~TfIILMINATION MEETING OF FEBRIJARY ?, 2005 ZB File # 6117 1690 BAYVIEW ASSOQIATE8 CTM 70-I2-07 ~INATION: The Zoning Board of Appeals ha~ viseed ~he propef~y ~nder ~U~OI,K OOU~ ~MINIST~TI~ CO~: ~is ~ppl,~a~on has bee~ referred req~ ~n~et' the Su~o~ Coun~ Adm~ Code Sme~ions A 14-14 to 23, an~ the app~cmtion is ~n~de~d a ma~ter for 1~1 d~a~on as th~ appears ~[~i~cant CO~Y'wide or ~.~mmunity ~ OF APPLICATI~; 2007 No~ of Dt~apprOV~ ~nce~nt~.propos~ ad.~ton~ B~S Ins~ctoFe Novembe~ ~, and ~ra~o~ ~o ~ e~n~ bufl~ns at ~l- 56.5 ~st ~om ~ ~o~head. ~NING CH.~EE 3~ O~ TO~ CODE (~ormer~ Chap~ tOO): ~$ Code Sect/on ~80.116.B s~*ee ~ha~: ~ b~ng= l~fl on lots t~on w~ a bu~head, ~n~ete w~, ~prap, or s~flar ~t~c~e e~et~ a=d w~h ~e a~a~=~ ~ tid~ wa~ b~e~ other ehan ~ shah ~t b~ no~ lees ~ 7~ feet ~m ~he bulkhead," T~ pr~$~ is bu~he~d The Zoni.~g Board of Appe~s be]d a pubic hearing on th~ a~bca~.on on J~nu~ 24, 2008, at which ~ime wn~n and ~al. evidence we~ p~e~,nted. Ba~d upon a~ documentarY, ~rson~ 2nepmc~on of th propertY, ~m~ RE~" Applicant prop~e~ to con~c~ a second'~rY the hng a~ 56.5 feat from b~k~ad, a~ shown on tho ~it~ plan and map~ re~ed November 26, 200~ y M~k K. 8chwmrta A.I,A. 04-03-8008 18:16 SOUTHOLD BUILDING DEPT 16317659508 PAGE~ FROM : MarkSchwartz,AIA-Apchitect / PHONE NO. : 6317342110 Apr. 82 2~8 10:36AM P4 Lk~Z)DITIONAL iNFORIVlATION: ~hs mite map al. es ehow~ ~ prol~osed conm~ct~on ~ ~ an~ un ~d~. mt a m~nimum ~tm~ncm of 48,6 feet ~m ~e b~head, o~nge in the character of the nei.gh~h~d or ~ ~e~r~e~t ~ he.by pr0pe~es, eecund-~ory addition will ~t eXten~ closer ~ the creek tha~ the e~ti~ ho~. Neither t~ one-story addison nor the proposed gsrage $etb~k ~oq~d~ a v~ano~ ~ re~ect motb~ requirements. ~. Town ~w ~26%bfS)~)(3L ~e bone~t sought by ~e app~ant, ad~ a ~e~d over an e~$~ng one.mto~ house, cannot b~ ac~mv~ by moms me.od, feasible ~ the !e{al~ cons~uction at a noncOn~inm ~¢b~ o{ 56.6 her ~om the bu~head. B. Town Law 62~7.bfS]/b~(4% No evidence h~ b~n ~ub~t~a ~ su~est:tha~ a variance ~[ r~iden~al comm~i~ will h~vm an advors~ ~pact on t~e p~c~: or ~tio~ m ~e ne~hborh~d, Grant of ~he re~ef reque~d ~ the min~um ~c2on ne~s~ ~d ade~ua~ to enable appoint ~ e~ t~ ~nefl~ cf ~ ad~on ~o ~ ~sidence, w~e p~ an~ prolog the ch~a~r of the nei~hborho~ ~d t~ health, s~e~ ~d we~a~ of the come.ry. ~OL~ON OF T~ BOAB~; I~ Coneiderml ~ 0f ~ke able ~ ~d ~ppiymi b~ ~st und~ ~ew Yo~k T~n Law ~6%B, mo~on was o~er~ ~ Member Weteman, se~n.aed by Mem~r Dazzle, and d~y ca.md, t A 3, A.4 d~d Ncvem~r 28, 200% re~sod 11/26/07 by ~rk K, S~hw~, A,L · apph~nt's ~a~ams o~ ~y ai~ m~ps, ~e not ~u~orize~ ~ez ~J~ applioa~on when non~n~ml~$ ~nder the zo~g ~. ~s at,on doe~ not =~or~ or c~t~m ~ c~eut o~ 04-03-B008 1B:iY SOUTHOLD BUILDING DEPT 16317659502 PAGE4 FROM : MarkSchwartz,AIA-ArcKitec$ PHONE NO. : 6317342110 Apr. 02 2008 10:36AM PS CT~ t~m~ m~h ~ee, ~etba~. an~ o~er ~at~ee a~ ~ ~re~ VO~ of ~e ~ard: .~: Mem~rs Oliva ~t~ Cha~wcman), Dinizio, and Wei~man. Ohstrmsn Goeh~ingez ~d M~mber Simon w~re absent, This ~lution w~ duly l~optmd Approved {or 04-03-2008 12:18 SOUTHOLO BUILDING DEPT 16317659502 PAGE5 / ///~W YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ~RMIT NUMBER I EFFECTIVE DATE Apdl 2, 2008 ,~38-03781/00001 ?r'F C,L, Y PRO M.UMBERtS) PERM IT EXP.P T,ON DATE(S) ~ J SAPP Under the Environmental Consa~aflon Law April 112013 TYPE OF PERMIT · New [] Renewal ID Modification [] Permit to Construct [] Permit to Operate [] Article 15 Title 5: Protection of Wa- ters [] Article 15, Title 15: Water Supply ID Article 15, Title 15: Water Transport ID Article 15, Title 15: Long Island Wells ID Article 15, Title 27: Wild, Scenic and Recreational Rivers [] 6NYCRR 608: Water Quality Certification [] Article 17, Titles 7, 8: SPDES [3 Article 19: Air Pollution Control [] Article 23, Title 27: Mined Land Reclamation [3 Article 24: Freshwater Wetlands · Article 25: Tidal Wetlands [] Article 27, Title 7; 6NYCRR 360: Solid Waste Management [] Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management [3 Article 34: Coastal Erosion Management [] Adicle 36: Floodplain Management [] Articles 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control PERMIT ISSUED TO Laurie Mandelbaum ITELEPHONE NUMBER (631) 765-6693 ADDRESS OF PERMITTEE 825 Kimberl¥ Lane, Southold NY 11971 CONTACT PERSON FOR PERMITI-ED WORK Mark K. Schwartz, P.O. Box 933, Cutchogue NY 11935 NAME AND ADDRESS OF PROJECT/FACILITY ITELEPHONE NUMBER (631) 734-4185 Mandelbaum Property, 1690 North Ba),view Road, Southold LOCATION OF PROJECT/FACILITY SCTM # 1000-70-12-37 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Goose Creek E:717.0 N:4547.6 Description of Authorized Activity Construct a second story addition and one story addition onto the existing single family dwelling, patio, trellis, 22 foot by 24 foot garage, and an extension to the existing pervious gravel driveway. All work shall be performed in accordance with the plans prepared by Mark K. Schwartz on 3/20/08, and stamped NYSDEC approved on 4/2/08. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable e~u[ations, the.C~erai Conditions specified (see pa~les 2 - 4.~n~anN, y,,Special Conditions included as pad of this permit. .ERM,T ¢¢M4'STRA O": J. ' SS '\ / / ~ SUNY@Stony Brook; J~0 Circle Road; Stony Brook NY 11790-3409 John ~ Wi~,land (mrpt ,,/' I / -- Page 1 of 4 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6782 DATE: DECEMBER 12, 2007 1SSUED TO: LAURIE MANDELBAUM PROPERTY ADDRESS: 1690 NORTH BAYVIEW RD., SOUTHOLD SCTM#70-12-37 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 meehng held on December 12, 2007, and in consideration of application fee in the sum of $250.00 paid by subject to the Terms and Conditions as stated in the Resolution, the ~ and permits the following: Wetland Permit to construct a first-floor addition to the existing dwelling, new flush patio areas and a new partial second-floor, new sanitary system, and a new garage, with the condition drywells and gutters are installed to contain the roof run-off, accordance with Chapter 236-Stormwater Management of the Town Code, a line of staked hay bales is installed prior to construction and maintained until the project is completed, and a 20' non-turf buffer is installed landward of the bulkhead, and as depicted on the site plan prepared by Mark Schwartz, AIA dated December 17, 2007. 1N 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. TOWN OF $OUTHOLD PROPERTY RECORD CARD VILLAGE ] DIST. I SUB. W ., · ~ ~PE Of BUILDING LOT RES. Z/~ W SEAS. LAND IMP. VL. I FARM TOTAL DATE /' Tillable COMJ~. CB. MICS. Mkt. Value REMARKS FRONTAGE ON WATER Woadland FRONTAGE ON ROAD Meadowkmd House Plot DEPTH BULKHEAD Total ~ I, COLOR TRIM M. Bldg. Extension Extension Extension ?P Porch Porch Breezeway Garage Patio Foundotion Walls Fire Place Type Roof Recreation Room Beth FloorS nterior Finish Heat Rooms 1st Floor Dinette LR. DR. BR. Rooms 2nd Floor FIN. B Driveway Town of Southold Erosion, Sedimentation & Storm-Water Run.off A88ES8MENT FOR;" I_tem Number,'_ 2 3 4 5 6 7 8 PROPERTY LOCATION: $,C T,M. #: 70 /Z . (NOTE: A Check Mark ( ,r ) for each Quesli0n is Required for a Complete Application) Will this Project Retain All Storm Water Run-Off Generated by a Two (2") Inch Reinferl on Site? (This ilem will include all run-off created by si[e clearing and/or construction activities es well es all Site Does Ihe Sge Plan and/or Survey Show All Proposed Drainage Stmclures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaferFIowl Will this Pi'oject Require any Land Filling, Grading or Excavation where there is e change to the Natural Existing Grade Involving more tllan 200 Cubic Yards of Matedal within any Parcel? Will this Application Require Land Dislurbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? THE FOLLOWING ACTIONS MAY REQUIRE THE 8UBMISSl0N OF.~ STORM-WATER, GRADINGI DRAINAGE'AND EROSION CONTROL FLAtl CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Is there a Natural Water Course Running through the Site? Is this Project wilhin the Trustees judsdiclion or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise fo One Hundred (100') of Horizonfal Distance? Will Ddveways, Parking Areas or olher Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction o a Town dghtx)f-way? Yes No Will this Projecl Require 1he Piecemeal of Material, Removal of Vegetation and/or the Construction of any Item Wdhin the Town Right of Way or Road Sou der Area? (This item 'arili NOT include the Inslalla(ion of Driveway Aprons.) 9 Will this Project Requih Si!¢ Pi( p tralJon with[ri the One Hundred (100) Year Floodplain of any Watercourse? ............ MELANIE DOROSKI N0 IARY FUULIU, ~tate ol New Yo~ FORM. 06/07 No, 01D04634870 Qualified in Su~olk Coun~ ~A~ O Commission ~ires Sep en ber3~~ NOTE: If Any Answer to Questions Onenlrough Nine is Answered with a Check Mark in the Box, aStorm-Water, Grading, Drablage & Erosion Control Plan is Required and Must be Sunmiiled for Review Prior to Issuance of Any Building Permit! EXEMPTION: Does this project mee hemnnu standardsforclassil]cafionasanAgdc m Projec? STATE OF NF.\¥ YORI(, m~e and file tl~s applica~on; dtat all sUttenmnU contra.ed in ~tis application a,e u~e to tim best of iris h~owledge mid belief; a~cl Sal the wo~k ~411 be I)eHb~m~ed in lhe re;tuner scl E~Hh m the applica:on filed S.C.T.M. NO. DISTRICT: 1000 SEC'~ON: 70 BLOCK: 12 LOT(S): ,37 I '. - / i o FIRM ZONE X ENTIRE PARCEL IS LOCATED IN COASTAL BARRIER IDENTIFIED 11-16-90 PANEL 166 ~E WATE~ SUPPL~ ~LLS AND CESSPOOL LOCAD~S ~0~ ARE F~OM FIELD OBSERVA~S AND ~ DATA ~TAIN~D FROM OTHERS, AREA: 22.527 S.F OR 0.52 ACRES ELEWnON O~rUM: USC~G UNAU~ORIZED ALTERATION OR ADDISON ~0 THIS SURLY IS A ~OLA~ON OF SEC~ON ~209 O~ ~E NEW YORK STATE EDUCATION LA~ COPIES OF ~HIS SU~Y MAP NOY BEARING ~E LAND SUR~YOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID YRUE C~ GUARAN~ES INDICATED HEREON SHALL RUN ONLY TO ~E PERSON FOR ~OM THE SU~Y IS PREPARED AND ON HIS BEHALF ~0 ~E Tl~E COMPAN~ GO~NMENTAL AGENCY AND LENDING INSTITUTION LIS~D HEREON, AND ~0 ~E ASSIGNEES OF THE LENDING INSTI~ON, GUARANTEES ARE NOT ~ANSF~ABLE. THE OFFSETS OR DIMENSIONS SHO~ HEREON FROM THE P~OPE~TY LINES ~0 THE S~UC~R~S ARE FO~ A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT ~E PROPERTY LINES O~ TO GUIDE THE ERECTION OF FENCES. ADDI~ONAL S~UC~RES OR AND OTHER IMPRO~MENTS. EASEMENTS AND/OR SUBSURFACE STRU~URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PH~ICALLY E~DENT ON THE PREMISES AT THE TIME OF SURLY surly OF: DESCRIBED PROPER~ CERTIFIED TO: SCHWARTZ; MAP OF: FILED: SITUATED AT: SOUTHOLD TO~ OF: SOUTHOLD ~ ~. ffO~C~ [.~. SUFFOLK COUNTY, NEW YORK I~ S~e~ aad ~eei~ P.O. Boz 3. Mat~tuck, New York, ~,c~ ~ 27-~30 11952 ~o~ (ss~) REVISIOflS: AR[A: 22,527 SQ. FT. (TO ~£ LZNO ~ ..' : [.. ~j..x...: ~5' 2 APPROVED AS PER TERMS / ' (,, '~:=..~/ ~~ AND CONDITIONS OF / ":~ "; -~~ . DATE ./ : ,:'~: = .~ / NORTH BAYVIEW ROAD SITE PLAN SCALE: 1" = 30'-0' UP 16R ~ 7-M/16" +/- BATH /11-7/8"T~I560 WOOD-IFS BEDROOM 3.5"X~.5" STEEL COLUMN w/ --3.~3.S'XI.0'CONC. FTG. REINFORCED w/#5 REBAR @II"OC(MINIMUM 4) LI'VIN~ FOOTING ON TO EXISTING FOUNDATION WALL (V.I.F.) ENTRY 15'-0" ~ENTER[INE) UTILITY WALL TO RAFTERS ANGLE TO OPP. SIDE I KITCHEN t~ATIq 21'-0" TO EXISTIN{ ~ ,,"r"4~'~:~ ~ ~~ COMPLY WITH ALL CODES OF * N' '~ ' ~r,,, ~TA, ~ ~ TOWN CODES APPBOYEB AS,I~ ., , .~- I. ~ ~¢ ~ ~ ~~--~~ ~;~* .~ Ii FOLLOWING1. FOUNDATIoNiNSP~CTiOHS- TWO , ~ ,~,,, __,,,, ¢, , ,~:. . ~¢"~ ,,~ , , I,__~ ~ ~ , ~!~ , ~', ~O~,TgBf' ~ '( ' .:-: '~ ~[ ............. --~" ' "~'"-:"~ ,~ .... (10.4~) I LLiOONSTRUOTION CODES OF "NEW E ...... e ~~,;~ O~ ........ '(~ ' ~¢~ .~'"1 ~ - ..~ ................. ,,¢ ,,~ EXISTING HOUSE: 233~.2 S~. FT. OR~ STATE. NOT RESPONSIBLE FOR I ~ i ~ i, ;~ /~PLUM ' ' ~' ~, ,,' ~,~ ¢o~ ALL PLUMBING WASTE & WATER LINES NEED ' ' ' ,' '%,, j~ ~, ' ~ t,~, , ' ' : ',,' , % % ~' ,~ , , ' ¢~¢ ' ~ .....~ , , , , , I''' I I '"~ I i I : I ¢ i iINTENTBEFORE .E.~.. ~ SED IN WATER ...... ~ sTEM CANNOT !0 OF ~% LEAD. ~ z .~w ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ % ~ ~ ~ / ~ L~NO BOUNDARY ~,~.~.~ .,, o~,,,~,~ ¢ S 6~ 37 20 E 100.00 ~.~, ,~, N 8g 37 20 W 120.00 5~.z~ ~ON 31t6/200~ ..................................................................... NORTH BAYVIEW ROAD ............... SCTM 1000 70 12 37 ....... ' '" SITE ..... , ............................ SCALE: 1" = 20'-0' _~ ,.o,,.~ u,~~ --~-. ~ ~"""'-*~,~¢ ~o~-m ......... NONTURFF BUFFER AS DEFINED BY SOUTHOLD TOWN TRUSTEES: / ....... ? PRE-~SEMBLED S]LT FENCE ~"'/~ ANY PERVIOUS MATERIAL ALLOWING FOR PERCOLATION OF SURFACE RUNOFF · "~,~'"" *~- INTO THE SOIL. EXAMPLES INCLUDE: NATURAL VEGATATION, WOOD CHIPS, MULCH, ~ ...... ~ ........................ GRAVEL, AND SAND. FERTILIZERS HAY NOT BE USED WITHIN THE NONTURF J .... ~ ............... BUFFER AREA ~2;%~ ......................... pERMiSSIBLE VEGETATION TO BE PLANTED IN NONTURF BUFFER AREA: ST~W BALE DIKE DETAI~ SILT FENCE D~LS ~, S-1 ~_~ NORTH ELEVATION SCALE: J/4" = ~'-0" SCALE: 1/4" = 1'-0" SOUTH ELEVATION WEST ELEVATION REVISIONS: STONE PAVERS ....... ,, , ................. ,, ,__ STONE P VERS ¢[--- . .~ ~. ~ .~.~. , ~ , ' STONE PAVERS FOUNDATZON .......... ........... 3,-~, (~ZN.) SELOW ~.A~E, ~ ~ 0 ~XZST~ CON~ZTZONS [S FOUNO TO BE LESS, ARCHITE~T TO BE NOTZFZED ZHHEDZ~TLY PRZOR TO FURTHER WOR~ TO RE-EVALUATE { ~ ~ Z EXISTING STRUCTURAL CONOITIONS. m FOUNDATION ACTUAL~L~ BE '2" THICK. NEW FOOTING DEPTH TO BE '" DEEP OVER UNDISTURBED OR 5) DZG OUT AR~ND ENTIRE FOUNDATION ("IN. 2 FEET), PROVIDE 2" TNZCK I ~-- --~ PRO]E~ NORTH ,oRT SCALE: 1/4" 1' O' COMPACTED SOIL. DOW BOARD FOAM tNSU~TION. ADHEARED TO FOUNDA~ON. ALONG THE REVISIONS · ~ ' '~ -x ,~ .......... ~ ~ d IIIm~ ~ ~ Im;~, ~ ~ ,,~ ~ ~. ~ ........ ~, ,, II II - '~ ; BEOROOM No. ~ / ',~ ' ~ ']~ ~ · ~ ': ~' ', ..... ", ', IIIIX[~ - ~,,~, ~ ~ ~ ~ ~ .,I .................... , ,~___,,_ ,, ~,~ .... 0 ~lll~lL , ~m .... I :11,1 /~o~ Dh / " ~ , ~-x ~ ~- ~ I /' ' II HI / ' " - - , Ar ,*s~ ~ r~,~ny ~ ~ ,,, 000 ,,, , ~' ~ I WELDEDTOCOLU~N ri, :' I I ~ ~ : J]~ LNDRY 2~ ~ / ~ ~ '~ J ~J BEDROOH No. 2 * , ~,m~ ( I~ ' l / ~' ~ 1 , ',,, I I/ I 1 ~ II %:1 IIIm~ ~ ~ Iml~, ~ ~ ,,~ ~ ~ ~ ........ ,, ,, II Il - % ~ BEDROOM No. 1 / ',~ ' ~ '~ ~ · , ': "', ..... ", ', ,, II~lt - m-',~, · ................... , ,~---,,- ,, .... IIIV ~ ,~ ~ ,~ ~ i~ . .,, ~ ,,,, 'X: ,, ........ ~ ,, Il I ~ ) - BATH No 1% ~ II mi m .... C~ZLZNa .......... ~m i : AT ~asa~ . } ENTRY ~ ~2 BATH ~ UTILITY ~, ~j l NDRY ~ ~= l' . - x, ~ , . ~ ~ - ~ , - '-- -~ ~ I~ I1~ II1~1~1 I 4~ mil POST WUDHS~2S (S-! 2 Mumm) I i 21'-4" lS'-O" J 21'-0" S'-O" ~'-~" _, ~). PLATE HEIGHT AT 10'-0" UNLESS OTHERWISE NOTED. CEDAR SHINGLE SIDEWALL INSTALLATION INSTRUCTIONS ~) ~NSTALL SNJN~LK~ P~n INSTALLATION ZNST~UCTIOmNS BY THE CEDAR SHAKE AND NORTH m $) ~TERIOR SHEATHING TO BE 5/~" THICK FIR CDX PLYWOOD SHINGLE BUR~U, SCALE: 1/~" = l"0' ~. oou~ u~ r~oo~ ~o~m u~ ~ ~s ~ow ~o~ ~. ~ ~omA~TO~ s~ cov~ ~ ~x~m ~,~ su~r~c~ ~m UTILITY ROOH: ~,~ ~, FT, ~. Sm~L~S S~L ~[ S~ ~ ~X~" ro ~X~" PATIO ON ~RADE: ~ 00~.0 SQ, R~. ~c~B~. ~ovm~ o~[-~O~Tm~ P~ ~T~ r~ST~Nm~ ~). ~O]NTS or Sm~L~S ~ ~ ON~ ~OU~ S~LL ~ O~S~t NOT mS REVISIONS. ~l III III I , I II I~ I, , ~ff~5~N ........ BATH ~ II I~ ~ ~ , ~ I[ La ~ ~ .... ~ (2} 1-3/~; 7-1/4 VERIFY <111~ k/ ~ I I~~ " , , .~ ~ I ,, ,: ~ II I~ f ~ BE~ ~0~ 30X54 ~ ~ ~ ~ ' ' " PULL DOWN STAIR -, III7 ~ ~ , : CEDAR SHINGLE SIDEWALL INSTALLATION INSTRUCTIONS 8'-9" 5'-5" 5'-6" , ~ ~" ~ '¢ ~ ~ ~ ~ ~ AREA: 71. INSULATE ALL EXTERIOR AND INTERIOR LIVING SPACE: 1 BENJAMIN OBDYKE OVER FELT, ~PpLY PER MANUFACTURER'S INSTRUCTIONS SCALE: 1/4" = l'-O' *).FASTENERSSHOULDBELONCENOUGHTOPENETRATEINTOTHESHEATHINGAT ,, ~ Ill lmm m, , , m I I I~ I, ,,, k, '-. [ BED ROOM ill x 7z 2 II q-* *-s *- BATH [~ ~ ~ ~ '~ .... ~ (2} t-3/4; 7-1/4 VERIFY ATTIC LOCATION ~%~ m m ~ ~ I .... I I~ /h. ~'-~"~ ~'4" ~'-*o' mil BATH /~ ~ ~ L ' ~ ' / TO Il q , ,,, ,,-, ,, * , ~'4 ,'~ , __ , I1~ > ; BEORO0~ CEILING HEIGHT: LANDING: PROJECTION: B'-9" 5'-5" 5'-6" 10'-0" 6'-1" 6'-7" REVISIONS. RR SOFFIT DETAIL SCALE: 1" = 1'-0" (TYP] 6" OH (TYP) RIDGE DETAIL SGALE: 1/2" = 1'"0" R CEDAR SHINGLE ROOF INSTALLATION INSTRUCTIONS: 2), THE CONTRACTOR SHALL COVER ALL ROOF SURFACES WITH CERTI-SpLIT 10), ALL SHIN6LE HIPS AND RIDSES SHALL BE OF ALTERNATE OVERLAP SHANESS/CERT~-SAWN SHAKES/,CERTZSNADE SHINGLES BEARING THE TYPE APPLIED AT THE SAME EXPOSURE AS FIELD OF ROOF AND WITH . PROJE~ NORTH sNAc. BE CARRIED NOT LESS TH~ ~0 UNDER THE SHINGLES. ST[P FLASHING SHALL BE USED WHERE VERTICAL SURFACES OCCU~iIN 1~), CONT~CTOR MAY USg STAPLES AS ALTERNATIVE TO NAILS. STAPLES DRAWN: MH/MS Morch 17, 2008 A-6 REVISIONS. (MIN.) Vi NT ~ ~+" STL FL, PLT.RID~E [ CONTRACTOR TO REFER TO INSTALLATION ~~-- ' ~ - -- SECTION C-C: -- SCALE: 1/~" = 1'-0" ~ .~ O ~ ~ k{MiNT ~' ~"(MIN)CONC. SLAB L"~I ~ ~'~' ADHEAR~DTOFOUNDADON, ALON~THEP~RIMETER PROVIDE 2" TRICK DOW BOARD FOAM INSULATION, ~w~ SCALE: 1/4" = - ..... ~ ~PICAL WINDOW OPENING SE~ION D-D ~o.~.~ __, __ I WIND'BORNE DEBTS PROTE~ION FOR WOOD STRU~U~L PANEL x ~ SE~ION B-B ~.:, ~,~,~ SCALE: 1/4" = 1' 0" '~* ~ ' PLUMBING SCHEMATIC [~ ~ ~/;~,~ REVISIONS: VENTING AND DRAINAGE SPECIFICATIONS N,T.S, DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE GENERAL: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A OGEE GUTTER - STANDARD 5" NOTES, J} £XECUTiON. A). DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED Horch 17, 20OS A-8 =~- '~. .~.,. ~- I~= ~ 1~2"~ ALLOWABLE HOLES - TJI Joists JOIST DETAILS ~1,~ ,~rl-I~ (~-I,~"~ ~"~ '~ ~ ,, - o.-==.~.r, Table A - End SuppoK ~;, ¢~?,,~,..~r~.o,~,~.~ ¢7' '~" ~ ~ ~ ~ '"'" ~" "~*"" ~"~ ~"~ "~" , o,...,..~,.~. ~o, >~ c ~ ~:r:°~' ~' ~""~" .~ ~o,.. ~.,, ,~,o~ ,,~ ,,.~, ,,~. ,,~,, ,,.,, ~,....~ ,~,, ~,~ · ~ [~-~ ~ ~0 ,~-~'. ,,.~, ,,.~, ,.~,, ,..~,, ~,.~.~,.~ ~.~,, ,.~ BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers Z CONNECTION OF MULTIPLE PIECES OF ~ ~/~ BEAM A~ACHMENT at BEARING FASTENING of FLOOR PANELS I ~-,,," "'~'"'I '"'°~l'"'~ "l""~l ..... ,.,.,.~.~.,~,,~,,,~,,,~,~.~.,~,,~,~.~.,,~,,.~.,~,,,~.,.,.r,,~,~,, This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. ROUND HOLE SIZE SQ IARE OR RECTANGULAR HOLE SIZE ROUND HOLE SIZE SQ IARE OR RECTANGULAR HOLE SIZE Shear blocking- Trus Joist rim board or TJi joist ~ ~l~eveled bearin~ I/~ a~Jace~t V-cut shear blockin~l- True im board ariable slope maximum V-cut shear blocking- Trus ~ Joist rim board ~ on both ~6~~ - ........ ~ ~up~ort B IRDSMOUTH CUT allowed at Iow end of joist only 2x4 one side. Use 2x4 both sides Ir joist spacin~ is ~reater blocking- Trus rim board ~d (2-1/2113 box nails at ~ll BIRDSMOUTH CUT allowed at Iow end of joist only 2x.4 block with beveled ,,,eh stlrrener on opposite side oF wel~ 2x4 one side. Use 2x~ Ir joist spacln~ is v-cut shear blockin~- True Im board (3~13 bOX nails at 2x4 block stiffeners on both sides BIRDSM. O. UTH CUT allowed at Iow end of $olst only LSTAI~ ('Simpson or USt=3 strap ~uith t~elve IOd x I-I/2" nails Strap nails: Leave minimum dls~ance b~arin~ ~late slop~ exceeOe 114" ~r roo~ LSTA24 (Simpson or USTC3 strap with t,.elve IOd x In2" nails reclulred at HSS with slopes ~reater than 5" nails; Leave 2-3/~" minimum end distance Variable slope joist hancler. Yedr~ Ilml[aw~ne, Double joist may be resulted mxc~ed~ jol~t~ ~op ¢lan~e. m irrener each side ~' TJI joist 'TJI joist rlancje must bear rullsl on plate, ~lrdsmouth cut must not I ~C~BIRDSMOUTH CUT allowed at V end of Jois, only True Joist rim board For shear Fl~ld /rim to match d~pth at outer ed~ of match ~1~[ d~[h. Filler block: I~acker block: Maximum allowable ~ttach mlth ten Install tight to V-cut IOd (3") box nails, bottom flan~e(tight 2x4 one side. Use 2x4 I~oth clinched. Use ten to top rlan~e INTERMEDIATE BEARING sides if jols~ spac~n~ Is I~d (3-1/2") box ¢lan~ hand.rs). Blocking panels or shear blocking may be ~r~at~r tha~ 24" omce~t~r. ~a[le ¢r~m Bach ~ttach specified for joist stability at intermediate Attach ~l[h 2 ro~s ~d (2-1/2") side For TJI ,, suppo~s * ,, /(3 ) box nails, ~// ~ ~//~.~.m~ m . m ~// m,.~.m ~ ///~ ~r,~ p~a~ J,,,d~ ~ ~ dr~,~ BE REFERERENCED FOR ADDITIONAL [NFORMAT[ON. ~// ~ r~red mh~n I~k~~' ~earln~ pmat~ Varlabl~ slope joist I/4" per root ~ ~x~eede I/4" per root ~ capacrt~ and A-lO_ WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS UEE THE FOLLOLUIN~ ,4PP~OVED USP MET~,L CONNECTOf~6 FOR P~OPEf~ LUIND R[E$16TANT ~ G'.OOD CONSTf~UCTION. FOLLOUJ M~,NUF,ACTUf~E'5 ~EcoM~ENDED INETALL~,TION INETf~UCTION6 TO ~,CWIEV'E M~,XIMU~ UPLIFT LO,AP C~,P,ACIT¥. KING STUDS T }ROUGH'RDGFEXHAUST ,NST~L 4'0" O C. ~% THE SPACE ~NTILATED. A~L OPEN,NG, WOOD G,RDER DN ALL OPENINGS ~ ~ ~ ~ , PROVIDE HEMMED EDGE AT ~ ' RESISTANT METAL MESH WITH MESH OFFIT I E~. PL~OOD rNSTALL 4'0" O-C' AND SO AS TO ~AiNTAiN AiR SOFFITE~ CnNNECTTO ~OOF ~ENTIEAT~ON / OVERSEARINGW~LSANDHEADERS ~ , · ~ z/~ ROOFING~PS ', TOP ~ND ~O~OM PLATE ', ,' . ,, ~ :~ ANCHOR BOLT CONNECTION OSEWITH3x3SQUAREWASHERS SIDESANDTO ~PICAL CONC. FOUNDATION. APPLY PI~STERS SILL PLATE TO FOUNDATION TTPICAL ~E~M DETAIL F WO ~ ~ ~ · ~ · ~ STEEL SEAM TO ALLOW FOR SHR~N~G~ ~EAH POCKET ANCHOR BOLT CONNECTION :OUNDATIOh 5/8" MIA. ANCHOR ECL ~UPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION t STORY 72" Dc (CRAWL SPACE OR FOUNDATION) SILL PLATE TO FOUNDATION (CRAWL SPACE OR FOUNDATION) 2 STOR(ES 3E' DC HALL SOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" DC (SLAB-ON-GRADE) T~!ROUGH-ROOF EXHAUST RIM BOARD ~ ~ RAFTER SILL PLATE(S) ~ ~ WALL SHEATHING R~FTE~5 MAINTAIN ON ALL OPENINGS ~ ~ / /~ . PROVIDE HEMMSD EDGE AT ~ ' RESISTANT METAL MESH WITH MESH OFFIT / E~. PL~OOD ~NSTALL 4'0" D.C. AND SO AS TO MAINTAIN AIR 5OFFITE~ INSTALL 4'0" O,C ~ ~ ~~ ACTION PROVIDE BLOCKING BE~EEN JOISTS THAT ARE SPICED AND CQNNECTTO ~OOF ~ENTILAT~ON / QVERBEAR~NGW~LSANDHEADERS 2ND. FL]OR WALL - ~ ~ , , ~ //~ ROOFING~PS ', TOP ~ND ~O~OM PLATE ', ,' . ,, ~ :~ ANCHOR BOLT CONNECTION OSEWITH3x3SQUAREWASHERS SIOESANDTO I/2"O~OUT (SLAB-ON-GRADE) 1-2 STORIES 57"OC ~OOf JACk5 4 VENT5 DETAIL ~' , . F WO ~ ~ , · ~ · ~ STEEL SEAM TO ALLOW FOR SHR~N~GE ~E~M POCKET WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS U~E THE FOLLOltJ[N~ OR AF'pROVF--D U$~ METAL CONNECTOR5 FOR PF~Of=ER WIND RESISTANT CONCTRUCTION+ FOLLOW MANUFACTURE'6 ~ECOMMENDE~ INCT~LL~TION INSTRUCTION8 TO ACHIEVE M~XIMUM uPLrFT RA ER-- - CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ~ JACK STUDS ~ LEDG~RTO BE CONNE~ED TO BLDg. USING ~t2" D~. BOLTS O[Ci'oE ~H W~HE~ HEADER-TO-POST/STUD CONNECTIONDECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION , ~ERS~E USPNUHBER D~CRI~ION APPUCATION LO~TION JSPNUNBE~ O~I~ON APP~ON HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION RAFTER TO PLATE/STUD CONNECTION ~ ' ~ ~ ~.r.n~...t.,t wl~h AC~. ALLHA~SH,~La~CO~UUOUSTHE~U~L~N~ ~OCA~ON USP,U~a~, 9ESCUDO, 5HALLNOTBE~SSTH~ i Z/4 NORNO~THAN 2"IN 4"-6"~ER RT1O I0-3/4"x 18ga.~DQWN ~CHOR CONNE~TO ~E~P~TE RT15 ~DOWNANCHOR ~ERTO ~TE POST-TO-DECK CONNECTION NAILING SCHEDULE CROSS SE~IONAL D~ENSION, OR ~E SHAPE SHALL ~H ~R CONNE~ OVER USE HIN. (2) 1/2~' D]A, ~LV, BOLTS ~H W~HE~ AND NUTS PRO,DE AN EQU~NT G~PPING SURFACE 8.. 12,, ~ER RT~g ~1-1/8" x 20ga. ~DOWN ANCHOR CONNE~ TO P~TE~L SmH4 ~UD PLATE ANCHOR p~TES TO ~CH STUD ROOF SH EATF lNG: ~CH ~EE JOINT DESCRIPTION NAil NAIL ~ ~ GJRDEmHE~ER ~ 20[~ POST/COLUMN ~ o o RAFTER TO I~'WALL' 3-Ed COMMON EACH POST_TO.GIRDER/HEADER CONNECTION OV~R"*R~mO~ DEC~/~ORCH RAILIN~ SPLICED JOISTS OVER HEADER/GIRDER 4x~SOUDCOLUHN PSS~/PSSE44]KC~ ~ST~PANCHOR ~PPLYTOE~HCOLUHN aLOCKING 2-BdCOMMON EACH TOE FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x CEILING JOIST TO BLDG. CONNECTION z~ 30~TS CONNE~D TO A FLUSH H~DER TO BE SUppORTED ~H H EADER/GIRDER-TO-POST CONNECTION TOP PIECE OF SIDING AND ~ -- -- ~ ~ JDINT DESCRIPTION ] CONNE~ED TO BLDG. ~16 CC ~ HININUH POST BLOC~NG FOR ]OI~ HANGER '~,, ,' ,,~ BAND JOIBT 3-16d COMMON JOISt NAtL ~GBOLT5 *" HOLLOW COLUMN UP~ I TO JOIST SZ~P~N~O~E"ODELS~RZ/2 DECK POST FTG. CONNECTION S~LLORTO"PLATE 2'~SdCOUUON FOOT TOEnAil ]OZ~ / ~D. SPLICED JOISTS OVER H EADER/GIRDER mST~LL ~ P~ HANUFA~RE'S RECOHENDA~ONS . DECWPORCH LEDGER CONNECTION USE W~H RT~0 ~WN ANCHO~ 4X4 PO~ 'AU~ OR WE~ POST / B~H ANCHOR APPLY TO EACH FOO~NG A- 12 JOINT DE$CRIPTIOt, NAIL NAIL QTY, 3PACING NOTES RAFTER TO 8'WALL' 3-Ed COMMON EACH TOE-NAIL TOP PLATE O WALL' 4-8d COMMON RAFTER CEILING JO~ST 6' WALL: 3-8d COMMON EACH TOTOP PLATE 1§~WALL:4-Sd COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - NBC LAP NAIL CEILING JOIST LAp~ AS PER TABLE 3,7 EACH FACE OVER PARTITION WFCM - SEC LAP NAIL COLLAR TIE AB PER TABLE 3.4 EACH FACE TO RAFTER WFCM * BBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER ENO NAIL RIM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAIL JOINT DESCRIPTION NAIL NAIL QTY SPACING NOTES TOP PLATE TO PER TOP PLATE ~ - 16d COMMOt, FOOT FACE NAIL TOP PLATED AT JOINTS FACE INTERSECTIONB t - 16d COMMOr, EA. SIDE NAIL BTUD TO 24" FACE STUD !, 16d COMMO D.C. NAIL 16" O.C, FACE HEADERHEADERTO 16d CDMMON ALONG EDGES NAIL TOP OR BOTTOM !- 1Ed COMMOh PER 2x4 STUD END PLATE TO STUG ~ - 1Ed COMMOi~ PER 2x6 STUD NAIL BO~FOM PLATE TO: :LOOR JOIST, BAND JOIST ! ~ 16d COMMO PER END JOIST OR BLOCKING FDOT FACE NAIL JDINT DESCRIPTION NAIL NAIL QTY. BPACIN~ NOTES JOIST TO' PER TOE JILL, TOP PLATE OR GIRDER A- 8d COMMON JOIBT NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JO~$T END NAIL BLOCKING EACH TOE TO JOIBT 2 - Bd COMMON END NAIL BLOCKING TO EACH TOE SILL OR TOP PLATE 3-18d COMMON BLOCK NAIL L~DGER STRIP EACH FACE TO BEAM 3' 16d COMMON JOIST NAIL JOIST ON LEDSER PER TOE TO BEAM 3 ' Bd COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3-16d COMMON JOIST NAIL PER SAND JOIST TO: - 1Sd COMMON FOOT SILL OR TOP PLATE TOE MAIL NYS ENERGY COMPLIANCE NOTES WINDOWS AND DOORS: WINDOW AND DOOR WITH WOOD TRIM: 1). INSULATE HEADER 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 3). SEAL BETWEEN WINDOW/DOOR .TAMS AND ROUGH OPENING WITH A CONTINUOUS BEAD OF LOW-EXPANSION FOAM. OR FOAM BACKER ROD AND CAULK. FIBERGLASS ALONE IS NOT ADEQUATE. WINDOW AND DOOR WITH DRYWALL RETURN: 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. PLUMBING AND ELECTRICAL: SEALING PENETRATIONS: ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST BE SEALED. RECESSED LIGHTS: RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS S02.[,3. INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS STANDARD OF 2.0 CFM, {ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED, THIS REQUIREMENT CAN ALSO BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS, SERVICE WATER HEATING: IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT FIRED HOT WATER TANKS, HEAT TRAPS {IF NOT INTEGRAL TO THE WATER HEATER) MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN t" IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS, TUB/SHOWER UNITS ON EXTERIOR WALLS: PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL, HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) HEAT LOSS CALCULATIONS AND SYSTEM SIZING: HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS S03.3,1, HVAC SYSTEM EFFICIENCIES: THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN EC£CNYS S03.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL MINIMUM EFFICIENCY STANDARDS. HVAC CONTROLS: CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYSS03.3.2 AND 503.3.5. TEMPERATURE CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER (FOR HEATING) AND/OR g5 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO PREVENT ENERGY CONSUMPTION {SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE HUMIDITY, HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR TEMPERATURE, ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. DUCTS AND PIPES: DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102,5.3). DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE THE INSULATED ENVELOPE OF THE HOUSE. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE R-lq RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. DUCT SEALING: DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503,3,4). ALL PORTIONS OF STUD BAYS OR ;FOIST CAVITIES USED AS DUCTWORK MUST ALSO BE SEALED. ALL CONNECTIONS AND SEAMS {EXCEPT LONGITUDINAL JOINTS THAT LOCK) MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC, TAPES MEETING UL lglA MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING UL lgIB MAY BE USED FOR FLEX DUCTS, DUCT TAPE IS NOT ALLOWED FOR DUCT SEALING, WRITTEN MATERIALS: WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3), A LABEL REFERENCE TO SUCH MATERIAL IS ALSO ACCEPTABLE. REDUCED MOISTURE: EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS~ G.C, TO CONFIRM THAT THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS. ESPECIALLY IF THERE IS A GAS RANGE. VENTILATION: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL VENTILATION RATES, KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF lO0 CFM INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF SO CFM INTERMITTENT OR 20 CFM CONTINUOUS, FOUNDATION: CRAWL SPACE: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, ACCORDING TO THE COMPLIANCE ANALYSIS. UNCONDITIONED BASEMENTS'. ~). INSULATE THE FLOOR ABOVE THE BASEMENT, REFER TO PLANS FOR REQUIRED R-VALUE. 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. 4), SEAL DUCTS IN BASEMENT. 5), SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, SUCH AS WIRING AND PLUMBING PENETRATIONS. AND WEATHER STRIPPING ON THE BASEMENT DOOR. FRAMING: SEALING BAND ~TOISTS DURING CONSTRUCTION: 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. 2). APPLY ADHESIVE TO TOP OF BAND 3'OIST AND LAY SUBFLOOR OVER. 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. 4), CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE, SEALING BAND JOISTS AFTER FRAMING {ALTERNATE METHOD): 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. 1ST. FLOOR DECK: 1). FULL INSULATE JOIST CAVITIES. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. EXTERIOR OPENING HEADERS: SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER MATERIAL IS THINNER THAN WALL CAVITY. LADDER BLOCKING FOR INTERIOR PARTITION WALLS: 1). PROVIDE HORIZONTAL BLOCKING AT 4-~" O.C. AND AS NEEDED FOR NAILERS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. 4.). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. EXTERIOR CANTILEVER FLOORWITH INTERIOR AIR SEALING: 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. 2).SEAL SOFFIT AND BAND JOIST WELL, ENOUGH TO PREVENT WINDWASHING. 3). SEAL SUBFLOOR ~OISTSWITH ADHESIVE. ~).SEALINTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING, THE BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. ATTACHED GARAGE: I).IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE CEILING WITH ADHESIVE. 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM PIPE AND DUCTS. 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. DROPPED SOFFIT ON INTERIOR WALL: USE PLYWOOD. DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TOP PLATES. INTERIOR SOFFIT ON EXTERIOR WALL: 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER, 2)1 HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE FRAMING INTERIOR SOFFITS OR UTILITY CHASES. S). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE, KNEE WALL SUPPORTING ROOF: ~). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO PREVENT WIND WASHING. 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR .TOISTS ABOVE EXTERIOR WALL PLATE. INSULATION: FULL LOFT: INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND NOT ROUNDED OR SCALLOPED AT EDGES. FILL THE CAVITY: INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. CUT AROUND OBSTACLES: INSULATION SHOULD BE SPILT AROUNDWIRES AND SMALL PIPES; CUT AROUND ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES;AND SPLIT OVER CROSS BRIDGINGIN FLOORS. NEVER STUFFINSULATION TO GETIT TO FIT. DOCUMENTATION Of R-VALUES: FACED OR UNFACED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. ACCESS OPENINGS: ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, et-c. MUST BE INSULATED TO THE SAME R-VALUE AS THE SURROUNDING AREA, CATHEDRAL CEILINGS: 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. REScheck Software Version 4.1.3 Compliance Certificate Project Title: 1690 BAYVIEW ASSOCIATES Report Date: 01123t08 Data filename: C:~,Pr0gram Files\CheclGREScheck\MANDELBAUM,rck Energy Code: Location: Construction Type: Heating Type: Glazing Area Percentage: Heating Degree Days: 2007 New York Energy Conservation Construction Code Suffolk COunty, New York Detached 1 or 2 Family Non-Electric 19% 5750 Construction Site: Owner/Agent:: DesignedContractor: 1690 NORTH BAYVIEW ROAD MARK K. SCHWARTZ, ARCHITECT SOUTHOLD, NY 11965 PO BOX 933 CUTCHOGUE, NY 11935 'Compliance: 7.6% Better Than Code Maximum UA: 647 Your UA: 598 734.4185 Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Walt1: WoOd Frame, 16" c.c. Window 1: Wood Frame:Double Panerwith Low-E Door 1: Solid Door 2: Glass Wall 2: Wood Frame, 16" o,c. Window 2: Wood Frame:Double Pane with Low. E Floor 1: Slab-On:-Grade:Heated Insulation depth: 2.0' 1416 30.0 0,0 50 830 30.0 0.0 28 1866 19.0 0,0 84 123 0:300 37 21 0.300 6 323 0.320 103 1416 19,0 0,0 73 193 0.300 58 207 10.0 159 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Name - Title Signature Date Project Title: 1690 BAYVI EW ASSOCIATES Report date: 01123/08 Data filename: C:\Program Files\CheclAREScheck\MANDELBAUM.rck Page 1 of 1 A-13 GYPSUM DRYWALL NOTES: PAINTZNG NOTES: CERAMIC TILE NOTES: WOOD FLOOI~NG NOTES: INTERTOR TRIM NOTES: / ENEF , ,L NOTE5 CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and framing details. They are intended as a construction aid, not a substitute for generally accepted good building practice and compliance with current New York State building codes· The General Contractar Is responsible far providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The Senera~ Contractor is responsible for ensuring that afl work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for censtrumion supervision and assumes no respons b ty or construct on coordinating with these plans, nor responsibility for constr~ction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. fi). Refer to the Window and Door schedule for exterior openings, 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes. 7). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, otc, · Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. · All footings to rest on undisturbed (virgin) soil. · Provide 112" expansion joint material between concrete slabs and abutting mcrete or masonry walls eccudng in exterior or unheated interior areas. 4). Any new concrete walls being attached to existing concrete structure shall De installed w~th #5 re-bar, 18" long at 12" c.c. Use approved epoxy for installation. 5). Unless otherwise noted, all slabs on grade to be 2500 p,s.i.. Concrete to be ~oured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Intedor slabs io be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with ~" maximum lifts (layers). ~). Crawl spaces to be provided with a minimum 18"x24" access opening, install one ~xt6 cast iron foundation vent for every t50 sq, ft, of area, ?). Damppreof exterior of foundation with bituminous coating as per section R406 of ~LY.S. Residential Construction Code. A 6-mil polyethylene film shaft be applied over :he below grade podion of extedor walls prior to backfilling. )). Drai~lage as per section R405 of N.Y,S, Residential Construction Code, FRAMING NOTES I). All framing techniques and methods as prescriptive design of 2008 SeC High Wind =digon Wood Fraralng Construction Manual. .~). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. gauglas Fir. 3), FIoora, walls, cedmgs and rafters to be spaced at 16 roches c.c. unless noted iotherwise. ). Unless otherwise noted, all bearing wall headers to be (2) 2xtg #2 + BTR· Doug. Fir. !Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all :penings. LVL headers to have (3)jack studs and (2) full length studs on each side of ~penings. Bearing war window si]is shall also have (2) window sill plates for 2x4 wall 3partings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs, Floors to have ceramic tile Inctalled shall be verified for proper load capacity unless noted on pans, 7). Provide 2 - 1-314" thick microlams ( height to match floor joists) around stairwell and other access openings unless o herwise no ed (typical). 8). Dormers running up roof rafters are to be supported by double raftem on either side where app cab e un ess otherw se noted. 9). Provide blocking/bridging in floor joists at 8'0 c.c.. Use solid blocking In fioorjoists under a bear ng wa Is. 10), Provide insulation baffles at Gave vents between rafters. Install draft blocking as needed. tl). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, &ply Fir COX exterior sheathing grade plywood. Plywood to cover over plates and headers. 12). Unless otherwise noted use 3/4" thick T&G PTB Fir or Advantech plywood subfloor adhered with Pt400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per rnanufacture's instructions. 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and ceilings and over furnace to have 5/6" thick type-x sheetrock· All other pads of building to have regular 1/2" sheetrock· All walls to be taped and finished. 14). All roof with a pitch less than 4:12 shall be installed with an ice & Water barrier or approved equal, Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tax termite shield or approved equal. WIND FRAMING NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: 1-t/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a cellar tie is used in leu of a fldge atrap, the number of I Od common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 2). RAFTER-TO-WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate sha~l be In accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplEt connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3,3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs bctow a floor level shall be attached with upfift connections in accordance wgh table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shah be connected te the foundation, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete LsundaUon and slab-on-grade, t5 inches in masonry block foundations, or lapped under [he plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts, Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are te be spaced between 6-12 inches from the end of a sill plate and all 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS; Type I exterior shear walls with a minimum of 7/16 inch weed structural panel on the exterior attached with 6d camion nails at 5" c.c. at the panel edges and 12" c.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" c.c. at panel ~dges and 10" C.C. in the field shall be in accordance with the length requirements specified n table 3,15a-b. ~). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalJs shall raeet the requirements of table 3.15a~b times the approphate ength adjustment factors in table 3.16. . INTERIOR SHEARWALL CONNECTIONS: permitted to be increased when and connections shall be in accordance with .>.4.4.2 and 2.2.4 respectively. )). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ,Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table 3.5, 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connec~ors shall be attached to each rafter-to-ridge along the open ceiling pad of the bulldctg. Connections to the ridge and wall shalt Pe be attached with the above requirements, t). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel. Z). Girders for deck joists to be bolted to each post with washers and nuts. Girders an concrete piers shall be anchored with proper steel connectom anchored Into concrete with a minimum 1t2" die x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing, Use a minimum 1/2" die x 8" long anchor bolt with washers and nuts, Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. 4). Deck joists to have blocking at 8'0 C.c.. 5). A minimum of 10 inch flashing shall be inetalled between the building and ledger. Ledger (o be fastened to building w~th 1/2" dia. boils with washers and nuts where needed. 6). Concrete piers shall be a minimum 6" above grade. 7). All ~oisls to be supported with hangers and anchors, Each Joist shall also be anchored to girder(s). ,. Covered Roofs shall be assembled and alnchored the same manner as a typical building. PLUMBIING NOTES 1). All water supply, drainage and venting ~o be installed as per N.Y.S. Residential Construction Code. ir,Suffolk County Health Department approval, · If wall studs, plates or joists are cut out du,ring installation for any plumbing related work, ovide adequate bracing and plates to protecl and secure the structure, Verify with the ate code and manufactu~r maximum hole size and spacing permitted. HVAC SYSTEM NOTES requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the lequipraent supplier. . HVAC subcontractor to provide final system layout drawing and submit it to the General ~ntractor and owner for final review and approval. . All electrical to be installed as per N~Y,S. Resldenflal Construction Code. · Ail electrical work shall be approved by a qualified Underwriter, · Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 I N,Y.S. Residential Construction Code. NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE 10' WALL: 4-gd COMMON RAFTER FOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TOTOP PLATE 10' WALL: 4-ed COMMON JOIST FOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SeC LAP NAil CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - sec LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - sec END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT - 16d COMMON JOINTS FACE INTERSECTIONS fA. SIDE NAIL STUD TO 2 - t6d COMMON 24" FACE STUD C.C. NAIL HEADER TO t6" C.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM ~- t6d COMMON PER 2x4 STUD END PLATE TO STUD ~- 16d COMMOh PER 2x6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST ~- 16d COMMOh PER FACE NAIL END JOIST OR BLOCKING FOOT ~EE NOTE: t,2 PLAN CC)NTENT : m CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUNDI WINDI SEISMIC FROST WINTER ICESHIELD FLOOR FRAMING: s.ow SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS IL°AB I (MPR) ICATEGORY[ tDEPTRJI i TEMP. I REGUIRED MODERATE SLIGHT TO BILL, TOP F rE OR GIRDEg ' ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: T ), OIST 2 - ~ NAIL SPACING NAil SPACING AT INTERMEDIATE SHEATHING LOCATION BL D~ ;KING ~ ~ AT PANEL EDGES SUPPORTS IN THE PANEL FIELD T ), OIST -" 4' PERIMETER EDGE ZONE ad COMMON @ 6" C.C. 8d COMMON SILLBLOoI ~'~h'l DpNG PLATETO: 3 - .~ iN INTERIOR ZONE gd COMMON @ 6" O,C. 8d COMMON ~ t2" C.C. S~,iEO LED~ ~E ~ STRIP ~ABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O,C, 8d COMMON T ~t LAM 3~1 JOIST :)~ LEDGER 3 ~ NOTES T, ) I RAM ' i THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTION~-~ED IN SCHEDULE NOTES ONLY. BAI JE JOIST T~ ), DIST 3 - 1 t ). For roof sheathing within 4 feet of the pedmeter edge of the roof. ~ncludlng 4 feet on each side of the roof peak BAN[ J )IST TO: 2 - 1 the 4 foot perimeter edge zone aftachmerds required shall be used. SILL PLATE 2). Tabulated 12 inch c.c. nail sparing assumes sheathmg attached to rafter / truss framing members with G>O.49. Roe F S H LATH IN G: For framing members with <0.42<6<0.49, the nail spacing shall be reduced to 6 inches JOINT DESCRIPTION NAIL NAIL QTY. SPACIN6 NOTES PER TOE JOISTTO: 4- gd COMMON JOIST NAIL SILL, TOP PLATE OR GIRDER BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING 2 - 5d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO; EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3 · 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3- 15d COMMON JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL OR TOP PLATE 2- 15d COMMON FOOT SEE NOTE; 1 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6" C.C. 8d COMMON ~ 6" C.C. SEE NOTES: 1,3 INTERIOR ZONE gd COMMON @ 6" O,C. 8d COMMON ~ i2" C.C. SEE NOTES: 1 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O,C, 8d COMMON @ 4" C.C. SEE NOTES; 1,3 NAIL NAil JOINT DESCRIPTION QTY. SPACING 3). Tabulated 4 Inch c.c. nail spacing assumes sheathing to rafter / truss framing members with G>0,49. For AS PER TABLE 3 8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches c.c. STRUCTURALPANEL ed WFCM-SBC' WALL SHEATHING REQUIREMENTS FOR WIND LOADS: CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING GYPSUM , 7" O,C. EDGE WALLBOARD 5d COOLERS t0" O.C. FIELD WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS WFCM - BBC 7/16" OSB 3" C.C. EDGE PLYWOOD 6d COMMON 6" C.C. FIELD GYPSUM 7" O.C, EDGE WALLBOARD ad COOLERS 10" O.C. FIELD SHEATHING LOCATION NAIL SPACING INAIL SPACING AT INTERMEDIATEI NOTES I AT PANEL EDGES I SUPPORTS IN THE PANEL FIELD I · ,, SEE NOTES' 1, 3 ( BOTH FIELDS) 4'EDGEZONE BdCOMMON@6 CC 8dCOMMON 12 CC ' ' @ ' ' NOTE: 2 ~OR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" O.C, 8d COMMON @ 12" O.C, BEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. t ). For wall sheathing within 4 feet of the corners, the 4 foot edge zone agachment requirements shaU be used. 2). Tabulated 12 inch c.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0,42<G<, the nail spacings shall be reduced to 6 inches o.c, 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. FLOOR SHEATHING: NOTE: I NAIL I NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY JOINT DESCRIPTION QTY, SPACING STRUCTURAL PANELS I 6" OmC. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. I 1I' OR LESSIsdCOMMONI12" O.C, FIELD 1), PROVIDE 5/8'"'TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. NOTES: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACG, -- 3). INSTALL t - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR, THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, Bectlon f~,o2,¢ - FII~BE~LOCKING ~EQL~If~ED is nailed 3" on-center at the panel edge to obtain higher A-15J REVISIONS, , 1ST. FLOOR P~N o SCALE: 1/4" = 1,.0, Z 2ND. FLOOR PLAN ~ ~ >- ELECTRICAL NOTES FI)CfURE CEILING BOXF habitable room, hallway, stairway, attached garage, and outdoor entrance. Exception: In habitable rooms other than k~tchens and bathrooms ~ne or more GFC[ ~ ~ ~ ~ ~ ~ ~ ~ ~ TO LIGHT FIGURE ~CE~ACLE ~ ' ~ ~ ~ ~ ~ ~ IN SAME CIRCUIT - DEEP; 3'-a" FOR I ~1 only small appliance outlet, including refrigeration equipment, in the ~tchen, I ~ pantry, dining room, broadest room, and family room. Both circuits must extend /~ to the kitchen; ~e other rooms may be sewed by one or both of them, No other ~ ' ~ outle~ may be connoted to these circuit, except a receptacle installed solely for ~8" ACCESSibLE / ' ,, , ' 3/4 TO [D[A, I an elastic clock. In kitten and dining areas, receptacle outle~ must be )aD, lied RECEPTACLE BATHROOM B~EHENT, HOLE ~N STUD I at each and eve~ counter spa~ wider than ~ in, U~L[~UEDRY'RoOM CENTER~ ~' ~ ~ ; 4. A minimum of one ~[2 wire 20-A circuit must be provided to supply the laund~ recep~cle(s), and it may have no other outlet. 5. At lea~ one recep~de oud~ must be [ns~lled in the bathroom near ~e basin and : LOWER LEVEL mu~ be provided with ground fault circuit Interrup'er 'r°te~l°m ~ 5 ~1 ~ ~ ,~ --'/ ] 6. Install ~5- and 20-A circui~ to supply three wa~ ~ power for i i eve~squarefootoffloorspace, not includ~ng garage and open porch areas,TOP O~,SW~S~ ~, / ~ ~ Providea minimum one circuit per S00 sq ~,I ALL 'WZRING TO BE COPPERBox~ T048 ~ / SW~CH BOX FORC~LE STAPLED 7. [ns~ll ~ (min.) exterior receptacle outlet in the front and rear of house, Oat]e~ ABOVE F[N~5HED TO SIDE OF STUDS, mu~ be provided with ground fault circuit interrupter protecUon and be weather(NOALUMINUM),~00, /, . ~, ~ ~ 3UN~oNCE[LZNG ~GHToF ~BLEAND ~ PER CODE t~ght. TO OUTL~S 8. A minimum of one receptacle outlet is required in basement and garage, in addition /, OUTL~ BOX to the one In ~he laund~. In a~ached garages it must be provided with ground fault ~ circuit interru~er prote~iom Additional outle~ to be in,ailed in ceiling for each ,/~ TOP OF RECEPTACLE overhead door, / ' ~2,. TO ~6,' ABOVE 9. ]n~a~l a smoke dete~or in the hallway ou~ide bedrooms or above the star,ay FINISHED FLOOR Jeading to upper floor bedrooms, intel ~ (min,) smoke detector and C~2 detector on each floor, garage and basement. NOTE In metal stud ~nstru~ion, ~bles are pa~ed through pr~ut openings In place of field-drilled holes. ~0. Dlsconne~ switches are required. ~), Provide undergound se~ice to circuit box and 200 amp se~Jce. ~ fu~her Information on ro~ldentlal requlremon~. ~ 13). Instil 1 f~n in each ~athroom with n~ window. Review plans ~lth owner / Archlte~ for additional fans to be in,ailed. ONE UGHT CONTROLLED W~H SW~CH. ONE LIGHT CONTROLLED BY SWITCH. ELE RICAL LEGEND ~4). Review plans with owner / Architect for Dimmers, 3-way switches, recessed and ORD[N~Y SINGLE POLE SWITCH PILOT LIGHT AT SINGLE POLE SW~CH additional ligh[ing, computer, cable and telephone IocaQons. LOCATION ELE~L SYHBOL ELE~ SYHBOL ELE~L SYMBOL ~ ELE~RI~L~SYNBOL Install: 30 amp d~er drcuit, 40/50 amp oven / coo~op circuit and A-C wlrlng.~ ~~ [5). I6), Review plans with owner / archite~ for heating / air zones.__ ~ OUTL~ ~ I 3-WAY S~TCH ~3 ~GHT FIGURE ~ CEILINGw/UGHTLIGHT 17). In~ll 1 wall-switch-controlled light in each walk-in closet, ~ I -- - F 111 t I _ I le). Top of receptad~ to b, 1~-15" above finished floor. ~ EXHAU~ F~ ~ 19). Top of Switch box to be ~-48" above finished flo~t. ONE LIGHT CO~ROLLED FEOH TWO FLOOR OUTL~ ~ TELEPHONE CONNEXION ~ RECESSED LZGHT O W/LIGHT~ I ONE ~GHT CONTROLLED FROH Holes for wring to ba 3/4" - ~" dia. and must be drilled in the middle of THREE LOCATIONS. ONE 4-WAY LOCATIONS. ~O 3-WAY SW~CHES : ~ 20). each ~ud. AND ~0 3-WAY SWITCHES SWITCH ~ i ~ ~BLE CONNEXION ~ CHANDELIER-~ SMOKE DETERGE ~ PHASE PHASE DBL. SW~CH $2 ELECTRZCAL SYMBOL ELECTRICAL SYMBOL ELECTRICAL SYMBOL ELECTRICAL SYMBOL OUTL CD >WAY BW *C. IX-rURE + CEILI"G W/ GHTLIGHT EXHAUST FAN ~- FLOOR OUTLET (~ TELEPHONE CONNECTION ~ RECESSED LIGHT 0 W! LIGHT SWITCH ~ CABLE CONNECTION [] CHANDELIER SMOKE DETECTOR DIMMER SWiTCh ~D .AN / COMPUTER CONNECTIOh ~' FLUORESCENT LIGH3 ~ ELECTRICAL PANE[ DBL. SWITCH 2 1/2" MIN. SWITCH -~ GFCI RECEPTACLE MAX. 4'-0"; 3'-B" ~'~ IF COUNTER IS 0 LESS THAN 20" DEEP; 3'-6" FOR ~ ACCESSIBLiE REVISIONS: ~ ~ , , ~i~ , ,, . · ~ '~' ~ ..... ~' ~ ~ ~~~. ~' ~~~ ~ .4" ~ w ~ w w ~ ~ w ~ w w w~ '" w ~ / / / ' TIDAL WETLAND BOUNDARY Z ~TORMWATER MANAGEMENT REQUIREMENTS _ ~ ~m [ ........ : ~ ' / / ~ ~ ~ DISTANCE TO DWELLING 0 ,~ ~. N G~37'20" W 120.00' .......................... ~ ......... 'U''"~' '"~: NORTH BAYVIEW ROAD I ~'~ ~ ..... SIT~ P~N m~ " ~ ............................... SCALE: 1" = 20'-0' ~ I ~ ...... ~ ..... " NONTURFF BUFFER AS DEFINED BY SOUTHOLD TO~N TRUSTEES ............... .~,~ ANY PERVIOUS MATERIAL ALLOWING FOR PERCOLATION OF SURFACE RUNOFF ~,~,~ .... ~.~ iNTO THE SOIL. EXAMPLES INCLUDE: NATURAL 'VEGATATION, WOOD CH~PS, MULCH, ~J~I~,~.~D,~%~IL,~ GRAVEL, AND SAND. FERTILIZERS MAY NOT BE USED WITHIN THE NONTURF &~" ? ~*~ ~'4 ~ ~';m~ ~ BUFFER AREA ST~W BALE DIKE D~AILS SILT FENCE D~AIL5 ?,~?,~,m,,~.~;rm~,~,, PERMISSIBLE VEGETATION TO BE PLANTED IN NONTURF BUFFER AREA: > SALT MARSH ASTER (ASTER TENUIFOLIUS) > B~C" ROSE (ROSA RUGOSA) S-1 FRONT ELEVATION z 0 SCALE: 1/4" = 1,_0,, o z 0 [- [ [ ~ ° LEFT ELEVATION , o AMENDMENT A-1 REAR ELEVATION SCALE: 1/4"= 1'-0. Z z 0 I- = - f - I >z o~ RIGHT ELEVATION o SCALE: 1/4"= 1'-0" AlVlENDMENT A-2 , REScheck Software Version 4.1.3 Compliance Certificate Project Title: 1690 BAYVIEW ASSOCIATES Report Date: 05/06/08 Data filename: C:\Program Files\Check\REScheck\MANDELBAUM AMENDMENT,rck Energy Code: 20(17 New York Energy Conservation ~' ~ H ~] I1 ~ II II ii Construction Code.q g Location: Suffolk County, New York i .~~ffi Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric _ Glazing Area Percentage: 14% ~ " Heating Degree Days: 5750 ~ ~ OwnedA_ent: Desi_ner/Contractor: :,~' ti 7IR" TTT~n wnnn T F T ~1A*'OF,O Construction Site: SOUTHOLD, NY 11965 PO BOX 933 ~ Oh1 ~'- ~ CUTCHOGUE, NY 11935 734-4185 ~ o Compliance: 1 t.7% Better Than Code Maximum UA: 889 Your UA: 520 ~ LIVING Ceiling 1: Flat Ceiling or Scissor Truss 1062 30.0 0.0 37 uN I~R e 7-q/~" +/- ~ ~ Ceiling 2: Cathedral Ceiling (no attic) 804 30,0 0.0 27o~ o - Wall 1: Wood Frame, t6" o c 1866 19.0 0.0 92 ~ ~ Window 1: Wood Frame:Double Pane with Low-E 190 0.300 57 I~ ~: · Window 2: Wood Frame:Double Pane with Low-E 56 0 330 18 - ~ , ~ ~ - - I Door 1 Solid 44 0 500 22 Door 2: Glass 42 O.33O 1 4 Wall 2: Wood Frame, 16" C.C. 1035 19.0 0.0 54 ~' !~ATN,, ,, LZ Window 3: Wood Frame:Double Pane with Low-E 90 0.300 27 - .....o~ 3 ~"X$.5'Xi O' £ON£ FTG. Window 4: Wood Frame:Double Pane with Low-E 39 0.330 13 ell"oc {MINIMUM ~-) Floor 1: Slab-On-Grade:Heated 207 10.0 159 ~ Insulation depth: 2.0' ENTl~'r' The proposed building represented in this document is consistent with the building plane, specificabons, and other calculations submitted /I with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her ~ \ knowledge, behef, and professional judgment, such plans or specifications are in compliance with this Code. Name-Title Signature Date : ESED ROOt'-'F r ....................................................... Project Title: 1690 BAYVlEW ASSOCIATES Repot[ date: 05/06/08 Data filename: C:',Program files\Check\REScheck~vlANDELBAUM AMENDMENT. rck Page 1 of 1 1ST. FLOOR PLAN SCALE: 1/4"= 1'-0' AMENDMENT A-3 V T COLAIR 3/4. T~ SUBFLOOR OVER SE~ION A-A SCALE: i/4"= 1'-0" VENT AMENDMENT = I~EIDf~OOM , ~o 2ND FLOOR P~N SCALE: 1/4" = 1'-0' 0 SECTION B-B SCALE: ~/4" = ~'-0" STONE PAVERS PROJECT NORTH I AMENDMENT I [A-2.5