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Home My WebLink About34543-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-34175 Rte: 01/26/10 THIS C~KTIFIES that the building NEW DWELLING Location of Property: 7425 NASSAU POINT RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 118 Block 4 Lot 2 subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 30, 2009 pursuant to which Building Permit No. 34543-Z dated MARCH 30, 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 1ST & 2ND FLOOR DECKS, COV PORCHES, SCREENED PORCH, ATTACHED 3 CAR GARAGE WITH ARCHED WALKWAY, OUTDOOR SHOWER, SPA WITH POND AS APPLIED FOR. Tgae certificate is issued to MICHAEL R & ROBIN S DREWS ( OWNER ) of the aforesaid building. SUmMOI=K ~DII~Fl"f DEP~/~11~FT OF D~AL~{ APPRO~-AL R10-06-0050 01/14/10 BL~TRICAL C~KTIFIC2%TH NO. 3053550 09/30/09 PLD~ERS ti~KTIFICATION DA'r~O 08/24/09 KEVIN REMPE PLUMBING Rev. 1/81 TOWN SOUTItOL 765-1802 / APPLICATION FOR CER~ICA~ O~ OC~. ~s epplimtion m~t be filled in By t~ewrit~ or i~ ~d ~b~tt~d to ~o B~ D~a~t w~ ~ following: A. For new building or new use: I. Fin-al survey of propc~y with accurat~ location of all building% propcxty lines, strata, and unusual natural or topograpl~c features. 2. Final Approval from Health Dept. of water supply and sewea-age~-diaposal (S-9 form). 3. Approval of electrical installation from Board of Fire Und~n'iters. 4. Sworn statcrhcat from plumber certif3Ang that lh~ solder used in syatern contains less than 2/10 of ] % icad. 5. Coramerc~al building, industrial building, multlple reaidcaces cad similar buildings and installations, a certificate of Code Compliance from architec~ or engineex respon~bl¢ for tl~ building. 6. ,~]uhmit Planning Board Approval of complied site plan r~luiremm~ta. B. ~r exis~ng bui~dings (pri~r t~ Apri~ 9~ ~957) n~n~c~nf~rn~ng uses~ ~r bui~dings and "pre~e~sting~ ~nd use$: I. Accurate survey ofplopcrty showing all prope~y lines, strcv',s, building and unusual natural or topographic 2. A properly completed apphcation and consent ~o inspect signed by the applicant, ff a C,~tificat¢ of Occupsncy is denied, the Building Inspector slmll slate the reaso:~ therefor in writing to the applicant. C, Fees 1. Certi~cat~ ~f ~ccu~an¢y ~ New dw~Ni~g ~25~ Add.t~t~ to dw~ing $25.(}~ A~terat~ua to dwellin~ $~5~ ~w~na'ai~ poo~ ~25.~. ~so~ ~uilding $25.~, Additio~ to acc~so~ buildlng $25.~ ~usi~esses $50.00. 2. Ce~fieatc of Occupancy on Pr~xizting Building - $1~.00 3. ~py of Ce~ificate of Occupancy - $.25 4~ Up,ted Ce~ifi~te ofO~upancy - $50.00 5. Tempora~ ~c~% fieatc of ~eupancy - ~idcatial $15.00, Co~ereial $15.00 / Date. ' I / New Constmcfio~3: Location o~ Propexty: v Old or Pre-existing Building: (check one) House No. S~t Hamlet Owner or Owners of Property: Suffolk County T~ Map No 1000, Section [/ ~ Filed Map. Lot: Health Dept. Approval: Planning Board Approval: geq t for: Temporar Certificate Fee lgubmitteA: $ ~ 5, Undenvrite~ Approval: Final Ceflificate: L//'~(check one) BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. MICHAEL DREWS P.O. BOX 215 7425 NASSAU POINT RD SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 Located at 7425 NASSAU POINT RD CUTCHOGUE, NY 11935 Application Number: 3053550 Certificate Number: 3053550 Section: 118 Block: 4 Lot: 2 Building Permit: 32534 BDC: ns11 Residential Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Spa, 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 the 30th Day of September, Name QTY Rate Rating Circuits Type Alarm and emergency equipment Generator permanent installation 1 0 0 Sensor 2 0 0 Carbon Monoxide Transfer Switch 1 0 0 Appliances and Accessories Air Conditioner 6 0 Above 15000 BTU Dish Washer 2 0 1.2 KW Exhaust Fan 11 0 F.H.P Furnace 2 0 Oil Oven 2 0 30 Amps Pool / Spa Bonding 1 0 Pool / Spa Circulator Pump Motor 4 0 20 Amps Pool Heater I 0 spa Gas Range 1 Gas 0 Panels 1 100 t7 Service Service Disconnect: 2 200 cb seal Continued on Next Page 1 of 3 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,1OO38 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. MICHAEL DREWS P.O. BOX 215 7425 NASSAU POINT RD SOUTHOLD, NY 11971, CUTCHOGU E, NY 11935 7425 NASSAU POINT RD CUTCHOGUE, NY 11935 Located at Application Number: 3053550 Certificate Number: 3053550 Section:Il8 Block: 4 Lot: 2 Building Permit: 32534 BDC: ns11 Residential Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Spa, 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 the 30th Day of September, Name OTY Rate Rating Cimuits Type ServicelPhase3w Service Rating400Amperes Wiring And Devices Dimmer 61 0 120 V Fixture 2 0 Fluorescent Fixture 82 0 Incandescent Fixture 141 0 Low Voltage GFCI Circuit Breaker I 0 Lighting Track 152 0 ft Multi Outlet System 25 0 ff Outlet 219 0 Gen, Purpose Outlet 225 0 Fixture Paddle Fan 10 0 Receptacle 3 0 20a-laundry Appliance Receptacle 3 0 30a Dryer Receptacle 22 0 GFCl Receptacle 117 0 Gen, Purpose Switch 124 0 Gert, I~l!~13bse Continued on Next Page 2 of 3 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 100:38 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. MICHAEL DREWS P.O. BOX 215 7425 NASSAU POINT RD SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 7425 NASSAU POINT RD CUTCHOGUE, NY 11935 Located at 3053550 Application Number: 3053550 Certificate Number: 118 4 Lot: 2 Permit: 32534 BDC: nS11 Section: Block: Building Described as a Rasidential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Spa, 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 the Day of 30th September, Name QTY Rate Rating T'fioe Circuits (Swimming Pool): This certificate covers compliance at the date of inspection only. Because of unusual environments it is advisable to have frequent test and/or repairs made by a qualified person. seal 3 of 3 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 Annex 54375 Main Road P.O. Box 1179 Sou~hold, New York 11971-0959 Telephone (631) 765-1802 Fax (63 ! } 765-9502 BUILDING DEPARTMENT TOWN OF $OUT~OLD CERTIFICATION Building Permit No. %~ ~0 ~ Owner: '~ (Please print) Plumber: ~_s~ t o.t ~n tn__ (Ple~e pr~ I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this ~L/¢'''~ day of ~¢, 20 ~C5 Notary Public, '~~ture) 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. 32534 Z Date DECEMBER 1, 2006 Permission is hereby granted to: MICHAEL R DREWS SH~RT HILLS,NJ 07078 for : DEMOLITION OF AN EXISTING SIN~T.~ FAMILY DWELLING AND CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC, TRUSTEE AND SCHD at premises located at 7425 NASSAU POINT RD County Tax Map No. 473889 Section 118 pursuant to application dated NOVEMBER Building Inspector to expire on JUNE Fee $ 3,685.40 Block 21, 2006 1, 2008. CUTCHOGUE 0004 Lot No. 002 and approved by the Rev. 5/8/02 ORIGINAL 28E~5 Main Ri)ad · POBox 933 · Cl~tchoguc. NY 11935 631.734.4185 I x~x~x~mksarchiwct.com November 02, 2009 Southold Town Building Department Main Road P.O. Box 1179 Southold, New York 11971 Michael and Rob'm Drews 7425 Nassau Point Road Cutchogue, New York SCTM#1000-118-04-02 To Whom this may Concern, The as-built BBQ area is defined as hardscape and has been constructed as per the amended plans that were approved by the building depa~ h~ent. Please call this office if you have questions or need any additional information. Mark Schwartz TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~)<~ FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~'~ ~- ~/--~ 7 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ~FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ''~ -- / .-a ~7' INSPECTOR---~- ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] RRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION REMA~RKS: --~o'//~ ~ \d'r~o/ DATE //'-'15-~-o7 iNSPECTOR ~--~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [,-~ROUGH PLBG. [ ] FIOUNDATION 2ND [ ~/~ FRAMING / STRAPPING [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: , -_ -/~.~..~ _ ~ INSPECTOR~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ,~(~UGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION ! DATE ~~.~0~2 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ~-~INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] INSULATION [/~ FINAL ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE ! INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [ ] FRAMING / STRAPPING ~]~FINAL /~; [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [~ FINAL ~: [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: ~ ~-/'><' ~ DATE / ~&/--/o INSPECTOR FIELD INSPECTION REPORT ~ DATE [ COMMENTS FOUNDATION (2ND) STATE ENERGY CODE p TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined I ,20 / Approved t2/i , 20 Disapproved aJc PERMIT NO. ,_2~ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees C°ntact :Mail to: .~/~4~ , 2tLit/~j~;~ ~td]n~"Inspector Phone: APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date ,20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of 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 COlmnenced 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 applicant agrees to comply with all applicable laws, ordinances, building code, housin~ code, am ~'gulations, and to admit authorized inspectors on premises and in building for necessary inspections. / ~/~ ./ t ~plicant or-----'~e, if a corporation) (Mailin address of applicant) State whether applicant is owner, lessee, agent, (~hitect, engineerv4~eneral contractor, electrician, plumber or builder Nameofownerofpremises /~.[G~L~ ~/~(~/AJ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Ndrnber~ Street Hamlet County Tax Map No. 1000 Section Subdivision (Name) //A Block 0 ~' Filed Map No. Lot Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S//[~' ¢ ~' /'~ '~7/¢ f~ ~'t~ -J' b. Intended use and occupancy 3A/t~/~ Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Addition Alteration Other Work Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height. Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories ,~ 8. Dimensions of entire new construction: Front Height Number of Stories Rear .Depth 9. Size oflot: Front ~-~ ~ (JRe~ar ~/~2 Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated t~ 4 O 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 premises2 YES .~X/ NO 14. Names of Owner of premises Name of Architect ~,~'/t5 Name of Contractor Address Address Address Phone Phone Phone No. 15 a. Is this property within 100 feet cfa tidal wetland or a freshwater wetland? *YES ~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS.,..MAY BE REQUIRED. b. Is this property within 300 feet cfa tidal wetland? * YES .fi{-__ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) COUNTY OF ~-~: ~//~/~ ,~/L/tLc.~ ~- ~_~being duly sworn, deposes and (Name of individual signing contract) above named, says that (s)he is the applicant (S)He is the (Contract~r~orpomte Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swom to before me this ~).k~'V day of ~.~ BARBARA ANN RUDDER Notre'/Public, State of New York No. 4B55/t05 Qualified In Buffolk County.~/.~ Commission Expires April 14, ~tC( '~~ature of A[~]icant TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined ,20 Approved Disapproved a/c ,20 Expiration ,20 PERMIT NO. BUILD1NG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planmng Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: /~,~/Z" ,~t~',.~/'~ Phone: Building Inspector PPLICATION FOR BUILDING PERMIT Date ~9(///d~( ,20__ INSTRUCTIONS apletely 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 applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regu~tions, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent engineer, general contractor, electrician, plumber or builder Name of owner of premises /~/~ff'~(~ ~/ ~.4J ~~J t (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. Location of land on whic~h..proposed work.will be done:,.~ , .~_, House Number Street Hamlet Block O¥ Filed Map No. County Tax Map No. 1000 Section Lot ~2 Subdivision Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ,5'/,A,t~E[ /'v,d,,q-//C~7 ~ b. Intended use and occupancy ,ff",4~4'~ Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cost Fee If dwelling, number of dwelling units If garage, number of cars ~t1~ Alteration ~.,--,-'. · (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If busi, mhSs.~commercial or mixed o, qccupancy, specify nature and extent of each type of use. 7. Dimensions ~exist~ng structures, if any: Front Re~ Depth Height Number of Stories Dimensions of same structure w~th alterations or additions: Front Depth Height Number or'StOries 8. Dimensions of entire new construction: Front Rear He ght Number o~ 9. Sizeoflot: Front / Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated f 4O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ~, NO__ 13. Will lot be re-graded? YES__ NOx Will excess fill be removed fi.om premises? YES 14. Names of Owner ofprer~ses ~)/~ff.~/f Address Name of Architect ,3 ~/7t7,,~,~/"~_ Address Name of Contractor Address 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES'NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERM!TS/MAY BE REQUIRED. b. Is this property within 300 feet ora tidal wetland? * YES~_ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. ~ NO Phone No. Phone No Phone No. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ~)~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: t ,,- t~/~ fi'- ~_ being duly sworn, deposes and says that (s)he is the applicant (Name of individual sigmng contract) above namedv (S)He is the H//~ C f/~/t~q~/~~ ~ ~ (Contr~tor, 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 dayof 20__ Notary Public James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghesio, Jr. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 F~x (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0514C Date: January 25, 2010 THIS CERTIFIES that the demolition of existing and construction of new dwelling with gutters, leaders to drywells, and one 10'xl0' deck area on grade landward of bulkhead At 7425 Nassau Point Road, Cutchogue, New York Suffolk County Tax Map # 118-4-2 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated 7/14/06 pursuant to which Trustees Wetland Permit # 6430 Dated 8/23/06 was issued and Amended on 8/19/09 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 existing and construction of new dwelling with gutters, leaders to drywells, and one 10'xl0' deck area on grade landward of the bulkhead The certificate is issued to MICHAEL & ROBIN DREWS owner of the aforesaid property. Authorized Signature James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0515C Date: January 25, 2010 THIS CERTIFIES that the removal of existing stairs and replace with new 4' wide set of stairs with a 4'x8' platform, with the use of grated materials on the stair decking and platform At 7425 Nassau Point Road, Cutcho~ue, New York Suffolk County Tax Map # 118-4-2 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated 8/21/08 pursuant to which Trustees Wetland Permit # 6970 Dated 9/17/08 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of existing stairs and replace with new 4' wide set of stairs with a 4'x8' platform, with the use of grated materials on the stair deckin~ and platform The certificate is issued to MICHAEL & ROB1N DREWS owner of the aforesaid property. Authorized Signature BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK DATE: pERMIT NO. _6430 ISSUED TO: MICHAEL AND ROBIN DREWS. PROPERTY ADDRESS: 7425 NASSAU POINT ROAD~ CUTCHOGUE_ SCTM#118-4-2 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 Au_~gust ~006_, and in consideration Of application fee in the sum Of $25~.0 00 paid by -- -- and subject to the Terms and Conditions as Stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland permit to demolish the existing residence and construct a new residence 71.3' from the existing bulkhead and one 10'X 10' decking landward of bulkhead, with hay bales during construction, drywells to contain runoff, and all as depicted ~ by Mark K. SO~wartz revised August 28, 2006. · affixed, IN WITNESS wHEREOF, the sa~d Board of Trustees hereby causes ~ts Corporate Seal to be and these presentS tO be subscribed by a majority of the said Board as of this date. New Y~;rk State Department of Environmental Conservation Bu;Id~ng 40 - aUNY, 6to~y Brook, Now Yo~ 11790-2356 Tok~ho~'m ($~61 Joh~ P. Cah~ LETTER OlV NO~X[/~.I~DICT/ON -TIDAL WETLANDS D~a: Ap~l 23, 1999 Paul A. Caminiti, Esq. Caminili & Gibbons. L.LP. 5d075 Main Road Cot. BecL-vtith Avenue P.O. Box 846 Southold, New York 11971 1.4738-02275/00001 Emte of Thomas Losee 742~ Nassau Point Road Cutchogue on Little Pecontc Bay SC'TM No. 1000-! 1.8-4-2 De. Mr. Caminifi: B~ed on the information submitted, the New York State Department of Environmental Conservation has determined that the property landward of the bulkhead, constructed prior to 9/20/77 and greater than 100 fL in length, as shown on the aurvcy pr~oaxed by Roderick Van Tuyl, P.C dated 7/I 5/76. is beyond Article 25 jurisdietion. Therefore, in ae..oordance with the current Tidal Wetlands .Land Use Regulations (6NYCRR Pan 661 ) no peffnit is required under the Tidal Wetlands ~ Please be advised, however, that no ~onstruction. sedimentat/on, or disturbance of~y kind m&y take place seaward of the tidal wetlands jurisdictional boundsW, as indicated above, without a petmiL It is your responsibility w ensure that all neces~vy precautions are taken to prevent any sedim,mlation or other alteration or disturbance to the ~l'ound saffaoe or vegetation within Tidal Wetlands jutisdiotion which may result ~om your project. Suoh preoautioris may include maintaining adequate work area betwean the tidal wetland jurisdwtional boundsxy and your project (i.e. a 15~ to 20' wide construction area) or erecting a ~emporary fence, bemer, or hay bale berm. Please be ~urther advised thai this letter does not relieve you of the responsibility of obtaining n~essary permits or approvals from other age~loias. Very truly yours.~ . ~.~ Permit Administrator Catherine A. Mesiano, Catherine Mesiano Inc., 12 Mill Pond Lane, E4t~! Monohes, NY [ 1940 Bureau of Marine Habitat Protection, NYSDEC File DMG FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 17, 2009 TO: Michael R. & Robin S. Drews C/O Mark Schwartz, Arch. P.O. Box 933 Cutchogue, NY 11935 Please take notice that your application dated February 11, 2009: For permit for construction of deck and platform accessory structures at: Location of property: 7425 Nassau Point Rd., Cutchogue, NY County Tax Map No. 1000 - Section 118 Block 4_ Lot 2_ Is returned herewith and disapproved on the following grounds: The construction of the accessory structures, on this non-conforming 39,032 sq. fi. lot in the R-40 District, is not allowed pursuant to Article XXII, 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." The survey shows a setback of 0+/- feet from the bulkhead for the proposed deck and 18 +/- feet for the proposed platform. 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 Ruth D. Oliva, Chairwoman Gerard P. Goehringer James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman 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 http://southoldt own.north fork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 ° Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 14, 2006 RECEIVED JAN 1 2 2O07 Soufhold Town Clef} ZB File No. 5929 - MICHAEL and ROBIN DREWS Property Location: 7425 Nassau Point Road, Cutchogue CTM 118-4-2 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. PROPERTY FACTS/DESCRIPTION: The applicants' property consists of a lot area of 39,043 sq. ft. with approximately 101 feet along the eastedy side of Nassau Point Road and lot depth of 403 feet (387,51 ft. variable). The property is improved with a single-family dwelling and fronts along Little Peconic Bay. BASIS OF APPLICATION: Zoning Code Sections 280-116 and 280-124 (100-239.4B and 100-244 based on the applicants' request for a building permit, and the Building Inspector's May 31, 2006 Notice of Disapproval, concerning a proposed new single-family dwelling. After demolilion of the existing building, the new dwelling will be proposed with setbacks at less than 75 feet to the bulkhead and less than the code-required 15 feet on a single side yard. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffoik County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning reply dated November 24, 2006 slates that the application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: TOWN CODE CHAPTER 95 {'268) LWRP DETERMINATION: A Determinalion of Inconsistency was issued on August 14, 2006 under Chapter 95, Waterfront Consistency Review of the Town of Southold Code and Local Waterfront Revitalization Program (LWRP) standards. The applicants are requesting a setback variance for a new dwelling, after demolishing the existing dwelling. The existing dwelling is only 63.3 feel from the bulkhead and 78~3 feet to the dwelling building line. The new dwelling will be 71.3 feet from the bulkhead, measured from the proposed new deck and 80.8 feet to the new dwelling building line. Grant of variance relief will substantially increase the nonconforming setbacks that presently exist. Ali new construction will be required lo conform to the Zoning Code minimum standards applicable to this property, pursuant lo a building permit and other agency approvals before commencing any construction activities. Adequate drywells must be installed at or greater than 100 feel from the watarfronl. The applicants are proposing several drywells and a new sanitary system al least 100 feet from the bulkhead along the waterfront. It is reasonable to eliminate to a large degree the setback nonconformity, and to dramatically improve or replace the existing sanitary system, to obtain the greatest reasonable degree of conformily with the Zoning regulations under New York Town Law and Southold Town Codes. The amount of relief requested under Zoning Code Section 280- 124 is minor, for a 3,7 ft. reduction in the code-required 75 ft. setback from the bulkhead. iS'age 2 - December 14, 2006 ZB File No. 5929 - M. Drews CTM No. 118-4-2 FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on November 30, 2006, 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 REQUESTFr): The applicants propose to build a new dwelling, after demolishing the existing dwelling that has existed since the 1940s. The relief requested is as follows: (al for a setback of 71.3 feet from lhe bulkhead to the new deck and 80.8 feet to the new dwelling building line, at its closest points, and (bi for a side yard setback reduction 10 feet for the purpose of building a new stoop area on the north side as shown on the September 13, 2006 site plan prepared by Mark K. Schwartz, AIA. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant is planning to construct a new dwelling, after removing the existing dwelling with deck areas. The new dwelling will be 71.3 feet from the bulkhead instead of the 75 ft. minimum required setback, and is proposed to be in line with the neighboring waterfront homes, with the garage on the street side. The existing home is presently 63.3 feet measured from the bulkhead Io the open, unroofed deck. The new open deck construction will be 71.3 feet, which is an 8 fl. minimum, reducing the degree of nonconformity to a great extent, requiring 3.7 ft. setback reduction from the code-required 75 ft. minimum from the bulkhead. The side yard will also be reduced to allow for a new stoop, at 10 feet from the property line at its closest point, and the opposite side yard is proposed to be conforming at a minimum of 20 feet. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant Io pursue, other than an area variance. 3. The variance granted herein is the maximum the Board will approve in this application. 4. The relief requested has been self-created, based on applicant's desire to build a new dwelling. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical ar environmental conditions in the neighborhood. The applicant's construction activities must conform to all other agency permits and conditions al" approval thai apply to this parcel. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicants to enjoy the benefit of a new 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 under New York Town Law 267-B, motion was offered by Member Goahringer, seconded by Member Weisman, and duly carried, to GRANT the variance as applied for, as shown on the September 13, 2006 diagrams A-l, A-2, S-1, and May 10, 2006 diagrams A-3 and A-4, prepared by Mark K. Schwartz, AIA, subject to the following condition: That the new one-stoP/deck and two-story balconies remain open to the sky, with the exceotion of the open porch on tho easterly side of the open deck area. contiouous to the livinq are~. Any deviation from 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 F~ge 3 - December 14, 2006 ZB File No. 5929 - M. Drews CTM No. 118-4-2 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 o~er features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimls in nature for an a~terat~on that does not increase the degree of nonconformity. The above ZBA condition shall be wdtten into the Building Inspector's Cerlificate of Occupancy, when issued by the Building Department. Vote of the Board: Ayes: Members Dinizio, Oliva, Goehringer, Simon, and Weisman. This Resolution was Ruth D. Oliva 12~2:~i~06 Approved for Filing BAY i.T__T_'_~I' ................ < , 71.3' O "----4 ~' 75' SETBACK FROM B~LKHEAD SETBACK NEIGHBOR'S HOUSE IS APROXIMATELY 11' CLOSER TO BULKHEAD THAN EXISTING HOUSE (NOT DECKS) 10' SETBACK S 82,;'0'0" W 387.51' ~l UT~.~OLE ............................................... ...... c5 ................ _44~_ ~ STAIRS TO BSMT PORCH SCREENED PORCH APPROVED 2 STORY FRM. HSE. ARCHED WALK THROUGH PROPOSED GARAGE EXISTING TREE TO BE EVALUATED IN FIELD FOR LOCATION AND ~ ROOT SYS~M NEW DRIVEWAY I ¥,~-.~r~ TRm:~ , REMOVE "-,~EXISTING N 82°0'0" E 403.88' TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER FORMER OWNFR, STREET VILLAGE W DISTRICT I SUB. LOt LAND SEAS. I VL. IMP. TOTAL FARM DATE COMM. IND. CB. I MISC. AGE BUILDING CONDITIOh NEW NORMAL BELOW ABOVE Farm Acre Value Per Acre Value Tillable 1 Tillable 2 Tillable 3 Woodland Swampland B rushland,~,, ,,, ~_~_ House Plot Toro I Breezewa Garage Foundation Basement Ext. Walls Fire Place Porch Porch Patio Driveway / Bath Floors Interior Finish Hec~ Attic Rooms 1st Floor Rooms 2nd Floor Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 Mailing Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 BOARDOFAPPEALS ILl ltl IIII · Tel. (631) 765 18~ Fax (631) 76~90~ ~ FINDINGS, DELIBE~TIONS, AND DETER~~;s~'~o, n MEETING HELD JULY 21, 20~ ~'~"m SOUTH0[D _ ZBA FILE # 6282 - MICHAEL and ROBIN DREWS Applicants PROPERTY LOCATION: 7425 Nassau Point Road, Cutchogue CTM 118.4-2 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 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 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 non.conforming 37,923.94 square foot lot in an R-40 Residential Zone District, with a 100.04 feet along the high water line of Peconic Bay, 101.05 feet fronting along Nassau Point Road, and 374.64 feet along the northerly property boundary, and 384.59 feet along the southerly prgperty boundary. It is improved with a single family dwelling as shown on the March 1, 2006 survey, with nbtations added September 26, 2007 by Nathan Taft Corwin III, licensed land surveyor. BASIS OF APPLICATION: Requests for Variances based on an application for a building permit and the Building Inspector's February 17, 2009 Notice of Disapproval for construction of deck and platform accessory structures at less than the code.required minimum of 75 feet from the bulkhead adjacent to Little Peconic Bay. LWRP DETERMINATION: A Letter dated June 19, 2009 confirming inconsistency was submitted to the Board of Appeals under Chapter 268, Waterfront Consistency Review of the Town of Southold Code and Local Waterfront RevitalizatiOn Program (LWRP) standards. A denial of the requested relief for the proposed 10 ft. by 10 ft. at-grade deck with zero foot bulkhead setback, and conditioning the relief granted by following the recommendations of the LWRP coordinator and Suffolk County Soil and Water District Technician (see letter dated June 8, 2009) would bring the proposed action into grater consistency with the LWRP. RELIEF REQUESTED:. The applicant proposes to demolish and replace an existing landing and stairs leading from the top of the bank on the subject property to the beach on Little Peconic Bay. The proposed new stairs include a 4 ft. x 8 ft. landing with built-in bench at 17.8 ft. from the bulkhead and a 10 ft. x 10 ft. platform/deck with a zero setback from the bulkhead. Page 2- July 21, 2009 ZBA File # 6282 - MICHAEL and ROBIN DREWS, Apl)Hr. ants CTM tt8-4-2 new stairs include a 4 ft. x 8 ft. landing with built-in bench at 17.8 fL from the bulkhead and a 10 fL x 10 ft. platform/deck with a zero setback from the bulkhead. ADDITIONAL INFORMATION: Upon visual inspactJon by members of the Zoning Board of Appoaie, it was observed that there were new alterations not appnadng on the map submitted by the architect for the application before us for deck and spa areas encroaching into the north and south side yards, REASONS FOR BOARD ACTION: On the basis of testimony ~, matadaie submitted and personal inspections, the Board makes the following findings: 1. Town L.aw~_~26'Z-b(3)(b)(3](1). Grant of ffJo re#of for the proposed 4 ftx 8 ft .stair landing and built In bench will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Other properties in the neighborhood along Peconic Bay contain eccaenory landings that make ascending and descending the stairs to the beach along the bluff easier. A small temporary reating area is e reasonable amenity that will cmota minimal land disturbance. 2. Town Law .~-b(3}ib)(2). The benefit sougM by the applicant cannot be achieved by some method, feasible for the applicant' to pursue, other than an area variance because the code requires a 75 fL estbuck from the bulkhead for accessory structures and the proposed landing and at grade deck must be located adjacent to the stairs leading to the beach. 3, Town Law .~4~3)(bX3). The variance as applied for with regard to the 10 fL by 10 fL deck on-grade is substantial since it is on a fiat sandy plateau covered with native grasses at zero distance from the bulkhead, and a 100% variance from the minimum code requirement of 75 feel The variance as applied for on the 4 ft. by 8 fL lending midway along the pmpcead staircase is also substantial because the proposed bulkhead setback ia 18fL which is a 76% variance. 4. Town Law .~67-b(3Xbt{5). The difficulty has been self-greeted since the applicant could have replaced the existing deteriorated stairs with a code compliant eat of stairs that would not have required a variance. 5. Town Law §267-b(3ifb)(4}. No evidence has been submitted to suggest that a variance for stairs and landing In this reaidenUal community will have an adverse impact on the physical or environmental conditions in the neighborhood. The Board of Appeals seeks to minimize dieturbenca to the natural vegetation along the elope of the subject property and finds that the benefit to the applicant of the proposed 10 fL x 10 fL at-grade deck is outweighed by the potonflal detriment to the environment of an accessory structure located on the bulkhead with a zero setback. 6. Town Law §267-b. Grant of relief for the proposed stairs and landing hi the minimum action necesesry and adequate to enable the applicant to enjoy the benefit of comfortable access from the top of the bank to the beach, whib preaerving and protecting the character of the neighborl~x)d and the health, safety and welfare of the cammunlty. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, A) Motion wes offered by Member Weisman, seconded by Cheimmn Goehrlngsr, and duly carried, to ZBA File # 6282 - MICHAEL and ROBIN DREWS, Applicants CTM 1t8-4-2 DENY the variance as aoulied for conceminA the proposed 10 ft. by 10 fL at-grade deck as shown on the architactural drawings dated Feb 27, 2009 labeled sheets A-1 through A.4 prepared by Mark K. Schwartz, Architect, Vote of the Board: Ayes: Membere Goehringer (Chairman), Simon, Weisman, and Schneider. This Resolution was duly adopted (4.0); and further B) MoUon was offered by Member Weisman, seconded by Chairman Gcohringer, and duly carried, to GRANT the variance as aouiled for conceming only the 4 fL x 8 fL landing and bench as shown on the architectural drawings dated Feb 27, 2009 labeled sheets A-1 through A.I,- prepared by Mark IC Schwartz Architect, subject to the followina CONDITIONS: 1. No Certificate of Occupancy for the stairs and landing shall be Issued by the Building Inspector until a new Not]ca of Disapproval has been Issued for the new alterations to deck and spa areas encroaching into the north and south side yards; and ~2~.A 10 fL landscaped buffer be esta~ished landward of the "top of slope" line and planted with Indigenous, drought tolerant, vegetation similar to that found within the immediate proximity of tho parcel. Vegetation shall be installed in sufficient densities to achieve ninaty41ve (95) percent ground · -~ cover within .two years of installation; and ..~ _3.~Re-vegatation with native plants and grasses of diatu..rbed areas caused by the pmpneed ~ constmctiou must be completed after the consl~uction Is flnmhed (as soon as pcoaible) and prior to Issuance of a Certificate of Occupancy. That the above condltious be written into the Building Inspector's Cerifficate of Occupancy, when issued. Any devl~on from the vadance given such as extensions, or demolitions which am not shown on the applicant's diagrams or survey sits maps, am not authorized under this application when involving nonc~ under the zoning code. This action does not'authndze or condone any current or future use, setback or other feature of the subject pmpsgty that may violate the Zoning Code, other than such uses, sethaclm and other features as are expressly addressed In this action. The Board reserves the right to sub~ituto s slmiler design that is de minimls in nature for an slteretlon that does not Increase the degree of nonconformity. V,ota of the Board: Ayes: Members Goehringer (Chairma~fl/~-~n~l/~"'~ier. N~: Member S~mon, This Resolution was duly adopted (3-1)~ 82'00'00" E ,, N (cLEAR LOT 5~ 574.64' $B4.59' NOTES: 1. ELEVATIONS ARE REFERENCED TO N,G.V.D. 1929 EXISTING ELEVATIONS ARE SHOWN THUS:'.' EXISTING CONTOUR LINES ARE SHOWN THUS: 2. MINIMUM SEPTIC TANK CAPACITIES 1 TANK; 8' DIA. 5' LIQUID DEPTH 3. MINIMUM LEACHING SYSTEM FOR A 2 POOLS; 8' DEEP, 8' dia. ~ PROPOSED EXPANSION POOL ~ PROPOSED LEACHING POOL (~) PROPOSED SEPTIC TANK DATUM FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. 5 BEDROOM HOUSE IS 400 sq fl SIDEWALL AREA. 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND BACK- FILLED WITH CLEAN SAND, IN ACCORDANCE WITH S.C.D.H.S, STANDARDS. 6. EXISTING HOUSE, DRIVEWAY AND ALL STRUCTURES TO BE REMOVED. 0 WNED SURVEY OF LOT 56 AMENDED MAP "A" OF NASSAU POINT BY NASSAU POINT CLUB PROPERTIES, FILE No. 156 rILED AUGUST 16, 1922 SITUA TED A T NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-118-04-02 SCALE 1"=20' MARCH 1, 2006 APRIL 4, 2006 ADBEg SITE PLAN MAY 9, 2006 REVISED SITE PLAN INC. AREA = 37,925.g4 sq. ft. (TO qq[ LINE) 0,871 ac. CERTIFIED TO. MICHAEL DREWS ROBIN SUFFOLK COUN'I~* DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVA]L OF CONS~UC~ON FOR A ~GL~ FA~L~ ~FOENC~ APPRO~D L ~S ~EE ~AKS FROM DA~ OF .PROVAL TEST HOLE DATA TNE EXISTENCE OF RIGHT OF WAYS Joseph Land LIC, NO, 49668 Ingegno ;urveyor PHONE (651)727-2090 Fox (631)727-1727 N 8To0'O0" $ BTo0'O0" TM (cL~AR~,~ ' LoT ._ LOT 0 WNED 574.64 384.59 SURVEY OF LOT 56 AMENDED MAP "A" OF NASSAU POINT BY NASSAU POINT CLUB PROPERTIES', INC. FILE No. 156 FILED AUGUST 16, 1922 STI'UA TED A T NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-118-04-02 SCALE 1"=20' MARCH 1, 2006 AREA - 37,923.94 sq. fi, fl) lit LINEJ 0.871 CC. CEf~TII;'IED TO MICHAEL DREWS ROBIN SAGON NO TES 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DAIUM UNAUTHORIZ/D ALTERATION OR ADDITION lO THIS SURVEy iS A VIOLATION OF Joseph A. Ingegno Land Surveyor 26-053 OWNED SURVEY OF LOT 56 AMENDED MAP "A " OF NASSAU POINT BY NASSAU POINT CLUB PROPERTIES, INC. FILE No. 156 FILED AUGUST 16, 1922 SITUATE NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-118-04-02 SCALE 1"=20' MARCH 1, 2006 APRIL 4, 2005 ADDED SITE PLAN MAY 9, 2006 REVISED SITE PLAN JANUARY 3, 2006 RELOCATED PROPOSED HOUSE MARCH 7 2007 FOUNDATION LOCATION SEPTEMBER 26, 2007 STA{E SOUTH PROPERT" LINE & 75' SETBACK FROM BULKHEAD JULY 15, 2009 FINAL SURVEY AREA = 57,924 sq. ff. N 52'00'00" E 30 O' S 82°00,00" LOT (cLEAR pOLE 574.64' 584.59' NO TES. 1. CERTIFIED TO' MICHAEL DREWS ROBIN SAGON ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECOEB, IF ANY, NOT SHOWN ARE NOT GUARANTEED. NYS bc No 50457 Nathan Taft Corwin III Land Surveyor PHONE (§31)727-2090 Fox (651)727 1727 26-053( STORMWATER MANAGEMENT REQUIREMENTS WHERE APPLICABLE STP, AW BALE DTKE DETATLS STRAW BALE AND SILT FENCE PRE-ASSEHSLED STLT FENCE SiLT FENCE DETATLS STANDARD AND SPECIFICATION FOR STRAW BALE DIKE 2, EXCAVATE A 4" X 4" TRENCH UPSEALE ALONG THE UNE OF STAKES, STANDARD AND SPECIFICATION FOR SILT FENCE DEF[N]IT'ZON; PURPOSE; ~NDERWRI~RS CERTIFICA3~ CERTIFICATION OF ' R~QU(RED NAILING & CONNECTIONS APPROVED AS NOTED REQUIRED. FREe ~,~"~ BY: ~_~?::~q& OCCUPANCY OR NOTI 'LDING DEPARTMENT AT USE ISUNLAWFUL 76~-,.,M TO 4PM mR TNE WITHOUT CERTIFICATE FOLL 'NSPECTIONS: ~. F. .a- TWO REOU,RED OCCUPANCY F~ :E~ CONCRETE - OF 2. P' FRAMING & PLUMBING 4. ' !STRUCTION MUST PLUMBER CERTIFICATION E _ FE FOR C.O. ON LEAD CONTENT BEFORE ALL E ,U;TION SHALL MEET THE CERTIFICATE OF OCCUPANCY RE(' ~TS OF THE CODES OF NEW ¥C E. NOT RESPONSIBLE FOR SOLDER USED IN WATER DE~- ,R CONSTRUCTION ERRORS. SUPPLYSYSTEMCANNOT EXCEED 2/10 OF 1% LEAD. " * " TO BE INSTALLED AROUND COMPLY WITH ALL CODES OF IANAGEHENT) NEW YORK STATE & TOWN CODES ~ REPLACED ALL CONSTRUCTION SHALL AS REQUIRED AND CONDITIONS OF MEET THE " PROS'E£TIS£OMPLETED /~J ~ SOUTHOLDTOWNZBA CODESOFNE~ · , / SOUTHOLO TOWN PLANNING ~OARD I'..-~'~TZ,~' S 0'0" W ~'7.5 l' /~ SOUTHOLDTOWNTRUSTEES f~TE ~J i~BB ~ ............... DRIVEWAY TO HA¥~E ~' EXISTING DRIVEWAY .-" BELGIUM BLOCK -- '~. N 8200"0" E 403.g~' / r , I ' ~'J SCREENED PORCH: 3q~ SQ. FT. , "-.---., WINDS, LOGGIA: 285 SQ. FT. HOUSE DRAIN~AGE: SIDE PORCH: &l SQ. FT. STOOP: 2q SQ. FT. TO BULKH~D T~N ROOF AREAS: :5~02 SO. FT. WALK THOUGH: 1~ SQ. FT, ' / ' GARAGE: fl12 SQ. FT. ;,/¢:~//<~ xt~2',; ,, AT [00~ WAT'ER RUNOFF = e02 CU. FT. //x~ , .x '/./~ , , / .'-/~,.., , ~-8'DIA. X4'DEEPDRYWELLS {67&CU. FT.) LOTCOVERAGE:13.l~ /¢¢ ' ¢ ...... 2 - ¢' DIA. X ~' DEEP DRYWELLS (676 CU. FT.) SITE PLAN SCALE: 1" = 20'-0' RETAIN sTORM WATER RUNOFF PURSUANT TO SECTION 45'10C ' OF THE TOWN cODE' COMPLY WITH CHAPTER "46'~ FLOOD DAMAGE PREVENTION 6OU,~THO!..D'TQWN C°DE. PLUMBING ALL pLUMBING WASTE & WATER LINES NEED T~EsTING BEFORE coVERING DO NOT PROCEED WITH FRAMING UNTIL SURVEY 'OF FOUNDATION LOCATION HAS SEEN APPROVED. REVISIONS m I STONE CULTURED STONE NORTH ELEVATION SCALE: 1/4" = 1'-0" EAST ELEVATION SCALE: 1/4" = 1'-0" ROOFSHINGLES STONE TIMBER BRACKETS STONE HEAVY DUTY SQUARE 5-1/2"VINYL£ROWN WEST ELEVATION SCALE: 1/4" = 1'-0" SOUTH ELEVATION SCALE: 1/4" = 1'-0" STONE STONE 2ND. FLOOR PLAN SCALE'. 3/16" = 1'-0' BEDROOM No 1 FAMZLY ROOM KITCHEN DINING ROOM 1ST. FLOOR PLAN SCALE: 3/16" = 1'-0' FOUNDATION PLAN SCALE: 3/16" = 1'-0' = ~ A-3 (TO VERIFY) SYSTEH TO COVER 1--. , EXPANSION EXPANSION )FURNACE) m 2 -- i-R/4X1E biL FL. READER! (FURNACE) gXg CONE PIER wy CULTUREDSTONE 24X2+X12 CONC FTR 0 BATH No. WINDOW SILL HEIGHT 12'-1 1/2" 40'-1 1/2" ARCHED WALK THRU MECHANICALS: ---WATERLINE PRO]ECT NORTH FOUNDATION PLAN SCALE: 1/4" = 1'-0' q) FLOOR TO BE TILED, GARAGE J , , · STEEL DECKING GENERAL EXECUTION GENEFRAL CONTRACTOR TO COORDINATE DRAWN: NH/MR SHEET NUMBER: A-4 w/MOTORIZEI~ RETRACTABLE D CK SYSTEM TO C 0 ~/E~ R DECK (TYPICAL) L 0 ]12XtEBBtD G COLUMN I A I POST I I ~_ 1-B/HX16 ME FLUSH ~EAD£~ I 12X12 SQ COLUMNS ON CUBTOM BLT-IN STEEL COLUMN(~ 12'-1 1/2" PORCH ARCHED OPENING -- S - 1-3/6Xtt-77S~d~E~DER z___Z_-_-ZZ' [ Z Z Z Z Z Z Z Z Z --']~[ - ~ml~DINING ROOM KITCHEN, ,, ~ ~, FL HOB. ~ ~' L ~ , 2 - 1-3/4X1+ ML HEADER - [ZZZ ZZ ZZZ] [ ~'-o" LIVING ROOH mm ,m [ ~m~ e 7-s/~ */- ~ ENTRY 3 - 1-3/~X16 HL FLUSH HEADER R,D, STL HNGR* TO SUPPORT MIN., POWDER ROOM _LAUNDRY LIBRARY BATH No. 1 POST PAVER APRON TO BE" ""~-6 DEEP TRENCH DRAIN AT GARAGE 1ST. FLOOR PLAN SCALE: 1/4": 1'-0' 11'-1 1/2" 6'-10 1/2" w/CAP + ABOVE (is STE_E_L _~£Kd [NGLE NOOK POST ABOVE ~ 2'-11 1/2" E'-S 1/2" STOOP I 6" FLAIRED OUT WALL UP WALL q'-O" +/- PROJE~NORTH < ~VINBSPACE. SS~SBQ. E . / ) BARABE!~EHBQ. FT~"~ m i ........ i ~ , CD ~'-2-~/+" CD: CD ~. .~, ~_ ........................................... - , ~- .........................................~ ~ ~~ ~ ~ - ' F-~c~C~.~ ~ ~ _ .... ~ ~ ~,~2~Zi-] ~ ~ -~ m ..... ~.~. ,~, .- ¢ ' ' , ~ ~- o~v ~,~ . - , ~ , ,~ ..... ~ .... ~ , ~ , ~ .... .~ ~ J / ~ ~ ~ ~y+ , , ,, , ~ ~ /. ~ , ~ , .. ~ ~ ~ ~o ~ ~-~ ~ ........ ~ ~ ~ .......... I ~ ~ - ........... ~ X/ ~ ~ [ ~ ,, ~ ~ ~ / I I ~ I [ ~ ," ', -- ~ BAT~o. B ( / l ~ ~ -- " ~ ~ :- ~Z~"~" N SITTINm ROOM / ~1 I I J ~ ,~ ~ - -~ ~ - - ~ ~ ~ ~ ~ ; ~ < = , ,, ., /~ J I i I I / ~ ~, ~ ~ .' .... _._i.'E_- .... - '-- , ~..~ ~ · [ ,, 411 ~ll L, / ~llllrllllllll] ~% ~ . , ~, ..... ~ : = , / ,, ......... : ~1 I Iu~ Il ~'~ ,' ~=~,=~,~e'~ ~ ~ / k , . ~ ~ , ~ ~ o ~,~,, , - ~ ~% , LAUNDRY / LINENS I I ( % - V~IIIF ~ ~- 2x~o or,~ FL HD. - J~ ~ ~ ~ ~ ~l ~ ~ a APPLICABLE, PAOVIDE DEBRI-PROTECTION PANELS WITH FASTENING ~ o 0 J I IU ~~~~ ~ I ~¢,~,,0:~ , ~ ~ BATH NO. 3 '~_ _ . ~ , , I I ~ [ ~ 1. 1, ~x/ Il ......... ,WlC~ ~ ,, , ~ ~, ~ ' /~, ;.: · -~.~, 50'-0" :-..~' ~ DRAWN MH/MS A-6 IMAT£H SOFFIT} I ~ ~,'o..~ :;'~' ~ '/:c-.~ , ,, ~=~u ~ ~ . ............................ ~ ........... t-' ~ ......................... ~ ~ ...................... ~ .... 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USE WITH ALL RECOMENDED ACCESSORIES BY MANUFACTURE WHERE SUCH AS ROOF ~ACKS. CHIMNEY OPENINGS ~ .................. ~. / ....... ~ ~ ~ / . ~;~ ~ ] ~H .............. m m . /// .-' / N) INSTALLICEANDWA~ERBARR~ERAROUNDPERIMETEROFROOF. UNDERLAYMENT / ----~ .'~ ............... /j..~ ......... __2222ZZZZ 172 r ~/ ~ ~ ~ m m- ........... // / .-' / 2 SHIN6LES TO BE INSTALLED OVER UNDERLAYMENT BY SUPPLLIER ON ~" THICN TO ~P TO BE MIN 2'-0" INSIDE STMD-L~ING SPACE ~/ -*~'L' ¢ / 2x,n n,,, .m I [ , I +. 1/2 ROUND 6U~ERB TO BE INSTALLED ~H DOWNSPOUT, ALL WATER RUNOFF COATED COPPER OVER UNDERLAYMENT MATERIAL. ,, , ,, ' ~ '- .......... 1 .... , , , , ~ .................................... , ,~N~ ~¢~,- ,_,-,,..~,,,,~. ~, ' ' Z-O"OH. '~1 SCALE: ~ ~'*~ ~ ~ J N~vember 10,2006 A-7 FL GZRDEB~ RIDBE VENT 3' HIGH WEATHER BEST RAILINGOVER S/4X~ MAHOGANY o j II (S' MIN BELOW GRADE) F.G, / FOAM SILL STEEL SIRDER PLATE 2XlO DF#2 2XlO OFe2 2X A£Q SI 12 PC FOUNDATION DAMPPRO~F EXTERIOR RIDGE VENT 3/~"SUBFLOOR INTO BEDROOM CEILING SPLAY 2X4 PLATE SPLICETOGETHER ROOFRAFTERS -- PT PLYWOOD OVER WI4X4~ ~T~L G]RBER', 1 SECTION SECTION WALL TO SPLAY O~JT 20"Xi2"CONC FTG, W/2- ~5 REBAR RIDGE VENT (MINi REVISIONS. m m COFFERED C EZI-IN S 3'-0" HIGH 10" P£ FOUNDATZON DAMPPROOFEXTERIOR F STAIR WELL. SECTIO~ ? ~~_~ SECTION~ ~; ~C_ '~' lO" PE FOUNDATION IAMPPROOF EXTERIOR L HEADBR r 3/4" SUBFLOOR COFFERED CEI~NG I r ML HEADER w/3/~" STEEL FL. PET, (ALT Wi4X2~ STEEL BEAM) 2 - 1-3/4X14 ML RIDGE BEAN LANDING 3/4"RUBFLOOR SECTION G-G SCALE: 1/4" = 1'-0" TRAP N,T.S. 2X10 DF~2 STORAGE ROOM L, RDR TO DODE P~TCB) FOUNDATION 2 - 2~8 A~Q SILL PLATE SECTION F-F SCALE: 1/4" = 1'-0" IO"PCFOUNDATION DAMPPROOFEXTERZOR SECTION E-E SCALE: 1/4" = 1'-0" I I A-10 WINDOW SCHEDULE LOCATION: DEN, DNG, RM. INGLENOOK BATH No. l, BATH NO. 2 BATH No. 1, LNDRY, PANTRY,, BATH No, 2 LIBRARY ENTRY, POWDERROOM, GARAGE, MUD RM. MUD RM., GARAGE GARAGE KITCHEN INGLENOOK KITCHEN MASTER BATH MASTER BATH MASTER BATH MASTER BATH MASTER BP. CLOSET BATH No. 6, BED RM. No. S, ATTIC BATH No.S BEDROOM No.S BEDROOM No. 5 ATTIC ENTRY (IND. FLOOR) SITTING ROOM, 2ND. FLOOR HALL SITTING RM., MEDIA RM,. BATH No. 7 MEDIA ROOM BED RM, NO, 4, MEDIA RM, MASTER BEDROOM MASTER BEDROOM ATTIC ATTIC ATTIC BASEMENT BASEMENT BASEMENT PORCH PORCH PORCH DINING ROOM MANUFACTURER: CATALOGUE NO, DESCRIPTION: GRILLE: ,TAMS: NOTES: WUDHT3212 TRANSOM 2WlH MARVIN <OVER> G-R/16" 3" MULL BETWEEN UNITS WUDH3226 DOUBLE HUNG 2WlH MARVIN WUDH3018 DOUBLE HUNG 2WIH MARVIN WUDH201+ DOUBLE HUNG 2WlH 6-q/16" MARVIN WAWN2828 AWNING (VENTING) 2WIH 6~q/16" BATH No. 1 ~ 2 WINDOWS TO BE TEMPERED MARVIN 2 - WUDHS228 DOUBLE HUNG 2WIH VERIFY 3" MULL BETWEEN UNITS (SPLAYED WALL) MARVIN WFELP2456 OVAL WINDOW 2WIN 6-q/I6" ENTRY ~ POWDER RM, TO BE VENTING STAIR WINDOW TO BE TEMPERED MARVIN WUDHS226 DOUBLE HUNG 2WIH MARVIN 2 - WAWN4828 AWNING (VENTING) 4W2N 6-Q/16" 3" MULL BETWEEN UNITS 30deg., 18" PRO,TECTION: MARVIN CUSTOM BAY WDW. TRANSOMS: 1'-5-3/8" HIGH <OVER> 2WIH-SWIN-IWZH 6-R/16" PROVIDE CABLE SUPPORTS WCMIO4OL-WCMP4040-WCMIO40R 2W2H-SWIH-2WIH AND HEAD AND SEAT BOARD MARVIN 2 - WUDNSOIS DOUBLE HUNG 2WiFI 6-q/16" 3" MULL BETWEEN UNITS CUSTOM TRANSOM 1'-5-3/S" HIGH TRANSOM 2W1N MARVIN <OVER> 6-q/lC" 3" MULL BETWEEN UNITS WCMI040 R CASEMENT 2WIH MARVIN WCM2440 L CASMENT 2W2H 6-~/16" TEMPERED GLASS MARVIN WCM2440 S CASEMENT 2WiH 6-M/1~" TEMPERED GLASS MARVIN WCM2440 R CASEMENT 2W2H 6-Q/lC" TEMPERED GLASS MARVIN WCM2440 2W LR CASEMENT 2W2H 6-~/16" TEMPERED GLASS MARVIN WUDH24-16 DOUBLE HUNG 2W1H 6-R/16" TEMPERED GLASS MARVIN WAWN2428 AWNING (VENTING) 2W2H MARVIN WUDH2416 DOUBLE HUNG 2WiH G-q/16" TEMPERED GLASS MARVIN WAWN282S - WCM2856 L - WCM2856 R AWNG, {VENING) - CSMT, - CSMT. 2WIH-2W2H-2W2N 6-Q/16" 3" MULL BETWEEN UNITS MARVIN S - WCM28S6 LLLRR CASEMENT 2WIN 6-~/16" 3" MULL BETWEEN UNITS MARVIN MARVIN PT2 MARVIN RT2 <OVER> WCM28SG L -WCM2856 S -WCM2856 R WCM24S6 2WLR I' RAD, 1/2 CIRCLE w/SPRINGLINE ROUND TOP PICTURE WINDOW 2'-4"XS'-6",14"RAD. 1/2 CIRCLE w/ SPRINGLINE CASEMENT-CASEMENT - CASEMENT 2W2H 2W2H 2W2N-2W2H-2W2H 2W2H MULL BETWEEN UNITS CASEMENT MARVIN WCM24S2 2W lR CASEMENT 2WIH 6-q/lC" TEMPERED GLASS OVER SITTING PM, ~ MEDIA RM. STAIR MARVIN WUDH2420 DOUBLE HUNG 2W1H 6-R/I6" MARVIN 2 - WUDHB226 DOUBLE HUNG 2W1N 6-R/16" 3" MULL BETWEEN UNITS MARVIN WCMP6072 PICTURE WINDOW VERIFY 4W~H VENTING w/HIDDEN SCREEN (SPLAYED WALL) MARVIN WCMP~072 PICTURE WINDOW 2W4H VERIFY VENTING w/HIDDEN SCREEN(SPLAYED WALL) MARVIN WCMP6036 PICTURE WINDOW ~.WiH 6-q/I6" (PRICE ALTERNATIVE AS VENTING) MARVIN WCMP6048 PICTURE WINDOW 4WSN 6-R/16" (PRICE ALTERNATIVE AS VENTING) MARVIN WCMP6060 PICTURE WINDOW 4W4H 6-~/16" (PRICE ALTERNATIVE AS VENTING) MARVIN CASEMENT BASEMENT HOPPER DOUBLEHUNG 5'-0" WIDE X 1'-8" TRANSOM <OVER> 5'-0" WIDE X S'-IO" HIGH PANEL (2) 3'-0" WIDE X 1'-8" TRANSOM <OVER> S'-O" WIDE X 5'-10" HIGH PANEL 12'-5" WIDE X 1'-8" TRANSOM (5) <OVER> 12'-5" WIDE X 5'-10" HIGH PANEL (5) 1-5/8" HIGH TRANSOM PICTURE WINDOW ANDERSEN WCM2848 2W LR MARVIN 2820 2WiN 2W1H 4WIH 3W1H BW1W 4W1W 4WSH WUDH3226 CUSTOM SCREEN TRANSOM / PANEL: MAHOGANY FRAME w/BRONZE SCREEN CUSTOM SCREEN TRANSOM / PANEL: MAHOGANY FRAME w/BRONZE SCREEN CUSTOM SCREEN TRANSOM / PANEL: MAHOGANY FRAME w/BRONZE SCREEN 10" IO'1 CUSTOM TRANSOM <OVER> WUDHP605$ MARVIN BOX IN 2X ACQ FRAME IN CONCRETE FOR WINDOW BOX IN 2X ACQ FRAME IN CONCRETE FOR WINDOW BOX IN 2X ACQ FRAME IN CONCRETE FOR WINDOW, TEMPERED GLASS 3" MULL BETWEEN UNITS PROVIDE GLASS STORM PANELS PROVIDE GLASS STORM PANELS 3" MULL BETWEEN UNITS PROVIDE GLASS STORM PANELS $" MULL BETWEEN UNITS VENTING PICTURE MARVIN WINDOW SPECIFICATIONS: LOW-E II GLAZING w/ARGON, DESIGN PRESSURE UPGRADE (WHERE APPLICAPLE), 1-I/S"' WIDE SIMULATED DIVIDED LITE (SDL) w/SPACER BAR, WHITE ,TAMB LINER, 6/4-"X4" FLAT CASING, 2" EXTENDED THICK SILL. PRIMED INTERIOR AND EXTERIOR. HARDWARE FINISH TO BE OIL-RUBBED BRONZE, PROVIDE CHARCOAL ALUMINUM SCREENS FOR ALL WINDOWS GENERAL CONTRACTOR TO REVIEW AND CONFIRM ALL SIZES AND GRILLE PATTERNS. SUPPLY WINDOW LIST WITH SHOP DRAWINGS ON ALL WINDOW ASSEMBLIES TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING. STORE WINDOW UNITS IN AN UPRIGHT POSITION IN A CLEAN AND DRY STORAGE AREA ABOVE GROUND AND PROTECT FROM WEATHER. BEFORE INSTALLATION, V'ERIFY OPENINGS ARE PLUMB, SQUARE AND OF PROPER DIMENSIONS AS REQUIRED BY MARVIN. ASSEMBLE AND INSTALL WINDOW UNITS ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND REVIEWED SHOP DRAWINGS, INSTALL SEALANT AND RELATED BACKING MATERIALS AT PERIMETER OF UNITS OR ASSEMBLIES IN ACCORDANCE WITH SECTION 07 M2 O0 ~IOINT SEALANTS. $ DO NOT USE EXPANSIVE FOAM SEALANT!!! INSTALL ACCESSORY ITEMS AS REQUIRED. PROTECT WINDOWS FROM DAMAGE BY CHEMICALS, SOLVENTS, PAINT OR OTHER CONSTRUCTION OPERATIONS THAT MAY CAUSE DAMAGE. QUALITY ASSURANCE PROGRAM GENERAL CONTRACTOR TO CONTACT SUPER ENTERPRISES (RAY SERRRANO, TECHNICAL CONSULTANT, AT 1- O0- -MARVIN, EXT. 1-213 (E-MAIL: rserrnno@supermervin.com) 2 - 3 WEEKS PRIOR TO INSTALLATION OF WINDOWS AND DOORS FOR QUALITY ASSURANCE INSPECTION. EXTERIOR DOOR SCHEDULE LOCATION: SYM.: MANUFACTUIREB CATALOGUE No.: DESCRIPTION: GRILLE: .TAMS: NOTES: DEN 100 MARVIN WSFDi2068 OXXO SLDG. FR. DOOR 2WSN MUD EM., NORTH ENTRY 101 SIMPSON 7081 (IG) 3/0X7/0 SGL. DR, 2WIN 6-q/16" MODIFIED w/GRILLES 8/~" OAK SILL GARAGE 102 SIMPSON 7081 3/0X7/0 SGL, DR, 2W2H 6-q/16" MODIFIED w/GRILLES STANDARD SILL 1/4'-3/0-1/4X7/0 MODIFIED w/GRILLES ENTRY 1DS SIMPSON 4790(IG)-7081 (IG}-47qO(IG) ENTRY DOOR w/ SIDELIGHTS 1WSH-IW2H-IWSN 6-~/16" 8/4"OAK SILL 3" HULL BETWEEN UNITS WUIFDT2016-WUIFDT601 G-WUIFDT2016 TRANSOM NONE-4W1H-NONE DINING ROOM 104 MARVIN <OVER> 6-q/16" S" MULL BETWEEN UNITS WUIFDI06~ O-WUIFD6068~ XXR-WUIFDI068 0 STAT DR.-DBL FR. DR,-STAT DR. IWSH-2WSN-IWSH WUIFDT2016-WUIFDT6016-WUIFDT201G TRANSOM NONE-4W1H-NONE LIVING ROOM lOS MARVIN <OVER> 6-q/l~" 3" MULL BETWEEN UNITS WUIFDIOG80-WUIFD6068 XXL-WUIFD206$ 0 STAT DR.-DBL FR, DR.-STAT DR. 1W3H-2W3H-IWSR LIVING ROOM 106 MARVIN WUIFDSO68 XL SINGLE FRENCH DOOR 2WSH GARAGE 107 CLOPAY RESERVE COLLECTION 8X8 OVERHEAD DOOR (SEE ELEVATION) 6-q/16" PROVIDE ELECTRIC OPERATOR w/REMOTE ~ KEY PAD BEDROOM No, 2, BEDROOM No, 3 1DS MARVIN WUlFDI070 O-WIAFD6080 XXR-WUIFD2070 0 STAT DOOR-DBL ARCH DOOR-STAT DOOR 2WSH-IWSN-2WSH 6-Q/16" STAT DOOR HEIGHT TO BE ADJUSTED BY MFGR. TO MATCH LEG HEIGHT OF ARCH DOORS MASTER BEDROOM lOq MARVIN WUIFDS06~ XXL DBL. FRENCH DOOR 2WSH VERIFY (SPLAYED WALL) BASEMENT 110 THERMATRU FG65 LeR 3/0X7/0 SGL FIBERGLASS DOOR 3WSH 10" BOX IN 2X ACQ FRAME IN CONCRIETE FOR DOOR PORCH 111 CUSTOM SCREEN TRANSOM / PANEL: S'-O" WIDE X 1'-8" HIGH TRANSOM <OVER> SW1H MAHOGANY FRAME w/BRONZE SCREEN B'-O" WIDE X 6'-10" HIGH DOOR - 6-q/16" PROVIDE STORM PANEL INSTALL MARVIN DOORS AND WINDOWS WITH MARVIN SILL GAURD INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. VERIFY R/Os WITH SILL GAURD!H INSTALL A SILL NOSE SUPPORT BLOCK UNDER SILL IF THE EXISTING OPENING DOES NOT EXTEND OUT FAR ENOUGH TO SUPPORT THE SILL. FABRICATE FROM TREATED LUMBER AS SUGGESTED, APPLY A GENEROUS AMOUNT OF SEALANT ALONG UNDERSIDE OF TNB SILL AS SHOWN, INTERIOR DOORS TO BE TRUSTILE BRAND, MODEL No, TSBO00., DOORS ARE MDF 5-PANEL DESIGN, I-S/4" THICK AND 7' HIGH. DOORS SHALL HAVE A SCOOP PANEL WITH OG BEAD. DOORS ARE PAINT GRADE. PROVIDE PRIMED ,TAMBS w/EASED EDGE DOOR STOP. ALL INTERIOR PREHUNG DOORS SHALL HAVE S HINGES PER DOOR. HINGES ARE TO BE EMTEK OIL RUBBED BRONZE BALL BEARING HINGES. DOOR HARDWARE SHALL ALSO BE EMTEK (STYLE AS PER OWNER), NO SUBSTITUTIONS UNLESS OTHERWISE APPROVED BY THE OWNERS AND ARCHITECT. MARVIN DOOR SPECIFICATIONS: LOW-E II GLAZING w/ARGON, DESIGN PRESSURE UPGRADE (WHERE APPLICAPLE), 1-1/8" WIDE SIMULATED DIVIDED LITE (SOL) w/SPACER BAR. 6/4"X4" FLAT CASING, PRIMED INTERIOR AND EXTERIOR, HARDWARE FINISH (INCLUDING HINGES) TO BE OIL-RUBBED BRONZE. HINGES TO BE 4X4 AND AD~TUSTABLE. DOORS SHALL HAVE BEIGE WEATHERSTRIPPING AND BRONZE SILL. ALL LOCKS TO BE KEYED ALIKE PROVIDE COMBINATION STORM AND SCREENS w/CHARCOAL ALUMINUM SCREENING FOR ALL DOORS GENERAL CONTRACTOR TO REVIEW AND CONFIRM ALL SIZES AND GRILLE PATTERNS. SUPPLY WINDOW LIST WITH SHOP DRAWINGS ON ALL WINDOW ASSEMBLIES TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING. STORE DOOR PANELS FLAT ON A LEVEL SURFACE IN A CLEAN DRY STORAGE AREA. CONDITION DOORS TO LOCAL AVERAGE HUMIDITY BEFORE HANGING, BEFORE INSTALLATION, VERIFY OPENINGS ARE PLUMB, SQUARE AND OF PROPER DIMENSIONS AS REQUIRED BY MARVIN. ASSEMBLE AND INSTALL DOOR UNITS ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND REVIEWED SHOP DRAWINGS, SET DOOR SILLS IN FULL BED OF SEALANT, INSTALL BACKING MATERIAL, AND SEALANT AT HEAD, SIDE ,TAMBS, AND AS SPECIFIED BY MANUFACTURER. $ DO NOT USE EXPANSIVE FOAM SEALANT!H INSTALL ACCESSORY ITEMS AS REQUIRED. PROTECT DOORS FROM DAMAGE BY CHEMICALS, SOLVENTS, PAINT OR OTHER CONSTRUCTION OPERATIONS THAT MAY CAUSE DAMAGE. sPROTECT SILL FROM DAMAGE BY CHEMICALS, SOLVENTS, FAINT OR CONSTRUCTION TRAFFIC. BASEMENT: INTERIOR DOOR SCHEDULE LOCATION: SYM.: MANUFACTURER: CATALOGUE No IDESCRIPTION: 2'AMB: NOTES: BATH No. $, MECHANICALS, BASEMENT 220 TRUSTILE TS§O00 2/6~7/0 SINGLE DOOR 4-Cl/16'' EXTERIOR GRADE / FRAME, MAHOGANY w/INTERLOCKING WINE CELLAR 221 SIMPSON 8821 2/6X7/0 SINGLE DOOR 6-~1/16'' WEATHERSTRIPPING, DOOR SWEEP AND THRESHOLD BASEMENT 222 TRUSTILE TSSO00 5/0X;7/0 DOUBLE DOOR 4-q716" w/BALL CATCHES ~ DUMMY KNOBS APPLIED 1ST. FLOOR: LOCATION: SYM,: MANUFACTURER: CATALOGUE No.: DESCRIPTION: 3'AMB: NOTES: HALL CLOSET 200 TRUSTILE TSSO00 2/0X7/0 SINGLE DOOR 6-9/16" BATH No. 1, BATH No. 2, POWDER RM. 201 TRUSTILE TSSO00 2/6X7/0 SINGLE DOOR ~-q/16" LIBRARY, MUD RM, LAUNDRY ROOM 202 TRUSTILE TSSO00, 2/6X7/0 SINGLE DOOR 6-q/16" (HALL) BASEMENT STAIR 203 TRUSTILE TSSO00 3/OX7/O SINGLE DOOR 6-q/IG" w/WEATNERSTRIPPING~DOORSWEEFAPPLIED LIBRARY 20-f TRUSTILE TSSO00, ~/OX7/O DOUBLE DOOR ~-fl/16" w/BALL CATCHES ~; DUMMY KNOBS APPLIED HALL 205 TRUSTILE TSSO00 4/0X7/0 DOUBLE DOOR 6-fl/16" w/BALL CATCHES ~: DUMMY KNOBS APPLIED MUD RM,, ENTRY 206 TRUSTILE TS5000 S/OX7/O DOUBLE DOOR 4-R/IQ" w/BALL CATCHES ~ DUMMY KNOBS APPLIED BATH No. 1, PANTRY 207 TRUSTILE TSSO00 2/6X7/0 SCL. PKT. DOOR 6-q/16" w/GRANT 1200 SERIES TRACK ~, HARDWARE DEN 208 TRUSTILE FLZBO0 5/0X7/0 DBL. PKT. DOOR 6-q/16" 15 LITE FRENCH DOOR, 1-3/4" THICK w/GRANT 1200 SERIES TRACK ~ HARDWARE 2ND. FLOOR: LOCATION: SYM,: MANUFACTURER: CATALOGUE No.: DESCRIPTION: ,TAMB: NOTES: 45 MINUTE FIRE-RATED, STEEL ,TAMS MEDIA ROOM 20Q TRUSTILE -rssooo 3/0x7/0 SINGLE DOOR 6-q/16" w/SELF-CLOSING HINGES, PROVIDE KEY LOCK MASTER BATH, MASTER BR CLOSET, BEDRM. No. 2, BEDRM. No. 4, BEDRM. No. 5, 210 TRUSTILE TSSO00 2/6X7/0 SINGLE DOOR 4-~/16" BATH No, 3. BATH No. 4, BATH No. 5 MASTER BED RM,. BEDRM. No. 2, BEDRM, No. 3, BEDROOM No. B, 211 TRUSTILE TSSO00 2/6X7/0 SINGLE DOOR BATH No. 6, BATH No, 7. LNDRY. / LINEN RM,, SITTING RM., MASTER BATH, HALL BEDROOMNo. 5 212 TRUSTILE TSSO00 2/6X7/O SINGLE DOOR 6-R/IQ" w/ WEATNERSTRIPPING ~ DOOR SWEEP APPLIED MEDIA ROOM 213 TRUSTILE TSSO00 S/OX7/O SINGLE DOOR BEDRM. No, 2, BEDRM, No. + 214 TRUSTILE TSSO00 5/0X7/0 DOUBLE DOOR 4-q/16" w/BALL CATCHES ~ DUMMY KNOBS APPLIED BEDROOM No. 3 215 TRUSTILE TSBO00 S/OX7/O DOUBLE DOOR G-9/16" w/BALL CATCHES ~ DUMMY KNOBS APPLIED SIMPSON DOOR SPECIFICATIONS: LOW-E GLAZING, DESIGN PRESSURE UPGRADE (WHERE APPLICAPLE), 1-1/8" WIDE SIMULATED DIVIDED LITE {SDL) w/SPACER BAR, 5/4"X4" FLAT CASING, PRIMED INTERIOR AND EXTERIOR. HARDWARE FINISH (INCLUDING HINGES) TO BE OIL-RUBBED BRONZE. HINGES TO BE 4X4 BALL-BEARING. ALL LOCKS TO BE KEYED ALIKE WITH MARVIN DOORS PROVIDE COMBINATION STORM AND SCREENS w/CHARCOL ALUMINUM SCREENING FOR ALL DOORS GENERAL CONTRACTOR TO REVIEW AND CONFIRM ALL SIZES AND GRILLE PATTERNS. SUPPLY WINDOW LIST WITH SHOP ORAWINGS ON ALL WINDOW ASSEMBLIES TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING. BEFORE INSTALLATION, VERIFY OPENINGS ARE PLUMB, SQUARE AND IOF PROPER DIMENSIONS AS REQUIRED BY MARVIN. ASSEMBLE AND INSTALL DOOR UNITS ACCORDING TO MANUFACTURER"S INSTRUCTIONS AND REVIEWED SHOP DRAWINGS. SET DOOR SILLS IN FULL BED OF SEALANT, INSTALL BACKING MATER~IAL, AND SEALANT AT HEAD, SIDE ,TAMBS, AND AS SPECIFIED BY MANUFACTURER. · DO NOT USE EXPANSIVE FOAM SEALANTH! INSTALL ACCESSORY ITEMS AS REQUIRED, PROTECT DOORS FROM OAMAGE BY CHEMICALS, SOLVENTS, PAINT OR OTHER CONSTRUCTION OPERATIONS THAT MAY CAUSE DAMAGE. ~,PROTECT SILL FROM DAMAGE BY CNEMICALS, SOLVENTS, PAINT OR CONSTRUCTION TRAFFIC. INTERIOR DOOR SPECIFICATIONS: ALL INTERIOR DOORS ARE TO BE 1-3/4" THICK. DOORS ARE PRIMED MDF. INSTALL WITH PRIMED ~-AMBS TO MATCH. ALL PREHUNGS TO HAVE A MINIMUM OF 3 HINGES PER DOOR. HINGES TO BE 4-x~ AD,TUSTABLE HINGES. ALL HARDWARE, UNLESS OTHERWISE NOTED, SHALL BE EMTEK. FINISH TO BE OIL-RUBBED BRONZE. CARE, HANDELING AND STORAGE INSTRUCTIONS: ALL DOORS SHOULD BE HANDLED WITH CLEAN GLOVES TO ELIMINATE DIRT AND OIL FROM THE SURFACE OF THE DOOR FACE. BARE HANDS CAN LEAVE SOIL AND OIL STAINS. LIFT OR CARRY DOORS. DO NOT SLIDE DOORS ACROSS ONE ANOTHER, DOORS ARE NOT TO BE DELIVERED TO 3'OB SITE OR INSTALLED UNTIL CONCRETE FLOOR, FOUNDATIONS AND PLASTER OR DRYWALL WORK IS COMPLETED AND FULLY DRY. DOORS MUST BE ALLOWED TO FULLY ACCLIMATE TO AVERAGE J'OB SITE FIUMIDITY CONDITIONS FOR AT LEAST 72 HOURS PRIOR TO INSTALLATION. DOORS SHOULD BE STORED FLAT ON A LEVEL SURFACE IN A DRY, VENTILATED AREA. PLACE DOORS ON A PIECE OF PLYWOOD OR CARDBOARD TO PROTECT F~CE OF BOTTOM DOOR. TWO 2X4'S SHOULD BE PLACED AT 12" FROM THE TOP AND BOTTOM OF DOOR AND ARE 2X4 SHOULD BE EVENLY SPACED IN THE MIDDLE. USE AN OPAQUE COVER TO KEEP CLEAN, BUT ALLOW AIR CIRCULATION, · DO NOT LEAN DOORS AGAINST WALL, IF DOORS ARE STORED FOR LONG PERIODS OF TIME (LONGER THAN 3 DAYS), DOORS MUST BE SEALED (ALL SIX SIDES AND HARDWARE CUTOUTS). · DO NOT STORE DOORS IN DIRECT SUNLIGHT. NEVER STORE DOORS OUTSIDE EXPOSED TO THE ELEMENTS. ONLY STORE THE DOORS IN AN ENCLOSED BUILDING WITH AN OPERATI(DNAL AND BALANCEO HVAC SYSTEM. DO NOT SUB2'ECT DOORS TO EXTREMES OF HEAT AND/OR HUMIDITY, RELATIVE HUMIDITY SHOULD NOT BE LESS THAN 2S% OR MIORE THAN B5%. FIELD FINISHING: PRIOR TO APPLYING PAINT TO THE SURFACE OF THE DOOR IT SHOULD ~E CLEAN AND ALL NAIL HOLES SHOULD BE FILLED, SMALL NAIL HOLES MAY BE PRESENT AND MUST BE FILLED PRIOR TO FINISHING. APPLY ONE OR MORE COATS OF SEALER AS REQUIRED, SANDING BETWEEN COATS. PAINT SHOULD BE APPLIED WITH THE DOOR IN A HORIZONTAL POSITION TO ELIMINATE TNB SOLVENTS EVAPORATING TOO QUICKLY LEAVING AN INCONSISTENT FII~ISH, APPLY TWO COATS OF TOP COAT, SANDIN IN BETWEEN. ~ DO NOT FINISH DOORS THAT HAVE OBVIOUS DEFECTS. SUPPLIER SNO~ULD BE CONTACTED IMMEDIATLY ONCE RECOGNIZED. INSTALLATION: ONLY INSTALL DOORS IN A CLOSED-IN BUILDING WITH OPERATIONAL HIVAC. RELATIVE HUMIDITY INSIDE TNB BUILDING SHOULD NOT BE LESS THAI~ 2B% OR EXCEED 55%. ALLOW DOORS TO ACCLIMATE TO THE TEMPERATURE AND HUMIDITYOF THE INSTALLATION LOCATION BEFORE FITTING AND HANGING (MINIMUM OF 72 HOURS OR LONGER WHEN HEAT AND/OR HUMIDITY EXTREMES EXIST COMPARED TO STORAGE LOCATION), REVISIONS: I November 10, 2006 SHEET NUMBER A-11 LEGACY REPORT NER-480 Reissued June ~, 2004 ICC Evaluation Servicer Inc. Www, icc-es.o rg Legacy report on the 2000 Internaitonal Bulidlng Code®, the 2000 International Residential Code~, the BOCA~D NaBonal Building Codelt 999, the 1009 Standard Building Code~ and the 1997 Ui~lform Building DIVISION: 0?--THERMAL AND MOISTURE PROTECTION Section: 0T14O--Ruld-Applled Waterproofing EVALUATION SUBJECT: TREMCO BARRIER SOLUTIQN~, INC. TUFF-N-DRI® EXTERIOR FOUNDATION WATERPROOFING MEMBRANE REPORT HOLDER; Tremco ~arrler SoJattons, Inc. 6402 East Main St., Suite 20'1 Reynoldaburg, OH 43065 vccr¢/.t uff-n-drLcom 1.0 SUBJECT Tremco Barrier Solu~ons Tuff-N-Dfi® Exterior Foundaben Waterproofing Membrane. 2.0 PROPERT~ FORWHICH EVALUATION IS SOUGHT Foundation Waterproofing Material. 3.0 DESCRIPTION Tremco Barrier Solutions, inc Tuft-N-Dri waterproofing membrane is a spray-applied feUndstion waterproofing material bomposed of polymet-mod~[ed asphalt in a water cartier that cures to a monolithic, elastomerlc mambrabe. TUtf-N-Drl is a spray-appliedwaterproofing that is Installed to a thickness df 63 mils (40 mils dry) on the exterior of below-grade D3unda'don walls, The material is available In 55-galtan drums, having a density of 8.1 pounds per gallon. Storage shall be above 50°F. Shelf life is a maxi- mum of 12 months, 4.0 INSTALLATION TUtf-N~Dd is demgned for use on exterior, below-grade, foundation walls. It as applied only by a Trernco Barder Solutions, Inc. selected waterproofing contraster~D ensure proper Installation. The instellaiton shall costorm to the manufactureOa Inatructtana, revised April 2000, and this reporb Apamer material Isnot required pnor te appllcaben of the rnatenal, and Immedlato back~ll pressure, after application, Is not necessanL prevent proper placement and bending. Wall lies shall be holes shall be peto hod with a nonshrinking grout or asphalt mas~c, whh nonshrinking grout preferred for large defects TUtf-N-Dn shall only be applied when heatod to between beckifiting Is 16 to24 hours; lower air tern peratures require units, the rate shall be 25 sq. ft./gal and for concrete masonry un~, 20 sq. fUgal, Tuff-~Dri is permitted to be rich, TUtf-N-Dd is limited te no more than 15 days expo- sure to sunlight prior to backifl]lng. 8.0 IDENTIFICATION Each container shall bear the manufact~ro~s name, a~dress, and produst name and the NES evaluation report number. 6.0 EVIDENCE SUBMITTED 0.1 Tremco Barrier Solutions, Inc. Tuff-N-Drf~ Watarpr~of~ lng Membrane Detailed Apphcat~on Insftuctions, revised April 2000~ 6.2 Repoft of tests on Tuff-N-DrP by DL Laboratones, Report No. DL-SgT0-R, dated July 13, 1992: I Film thickness I Tensile strength and elongation I Durab[I¢~ I Water-vapor ~ransm~ssion I Water solubility I Adbesion In peel I Hydroststlc pressure I Low-~mperature flexibility ] Crack bndglng Page 2 of 2 0.3 Data on DL Laboratories, dated December 30, 1992. 6.4 Letters, dated November 23, ~992 and January 1993 8.5 Report of tests on TCY-NA3ri~ by DL Laboletones, Report No. D2~8980, dated January 14, 1993 Ability to remain In place Plow resistance Adhesion In peel Hydrostatic pressure Low temperature flexibility and crack bridging Weight loss Hardness 7,0 CONDITIONS OF USE The ICC"ES SubcommtCee for ~e National Evaluation Service finds t~t Tremc0 Barrier SolU6Ons Tuft-N-DfC Exterior Foundation Waterproofing Membrane is an alto naive mat~na] to that specified in the 2008 Interne- ttcnal Butldli~g Code~, the 2000 Internafioda~ ~eeldentlaf Sfandard Suildin(~ Codee and the 1997 Uniform Buik~lng 7.1 Application shall be by a Tremco Barrier Solutions, Inc. selected waterproofing contractor. 7;2 Installation shall conform to the manufacturers instructions, revised Aprd 2000 and this report. A copy of these instructions shall be an the jobsite at all times. 7.3 Air temperatures of at least 29°F are required during 7,4 When the backfill material contains angular stone or sharp objests~ prstest~on beards shall be provided 7,5 ppor to application over cendrete walls, all holes and recesses resulting from ~e removal cf form bas shall be sealed with a bituminous material or other ap- proved moth,ti or mateital. 7,0 Following appll~tio~, t~e mstorial shall not be posed ted ect sun ght~or mom than ~5 days. 7.? BefOre application, all walls shall be prepared for waterproofing In accordance with the a ppllcable cede. 7.6 This mpod is subject to periodic re-exarnlna~on. For informatLon on the current status of this report, corn ~act the ICC-ES MOISTURE OUT. CONFIDENCE IN': Your local Barrtar Solutions Cmnfracfor. REScheckSoft~are VersiOn 3.7,3 Compliance Certificate Project ~lle: Drews House NYS ENERGY COMPLIANCE NOTES WINDOWS AND DOORS: PLUNBING AND ELECTRICAL: HEATING, VENTILATION AND AIR-CONDITIONING IHVAC} FOUNDATION: FRAMING: INSULATION: REVISIONS. g = A-12 ATF[C SECOND FLOOR E LINER FIRST FLOOR CLEANOUT TYPICAL FIREPLACE SECTION SMOKE FIRECLAY ~ ' X/ F FLUE IJNER~ r1 SMOKE CHAMBER ~ HIGH II I II I i I iiI " '''' L: FRON'F ELEVATION CONVENTIONAL FIREPLACE /SMOKE CHAMBER LINTEL SMOKESHELF T DOOR BASE FOUNDATION TYPICAL FIREPILACE FRAMING DETAIL STEE~L ANGL.E SMOKE WITH PARGING BIDE 5ECTIO'N DAMPER FRONT ELEVATION RUMFORD FIREPLACE ANCHOR iONCR~TE DETAIL AT CHIMNEY CHIMNEY CP~CKET INSTALLATION OF WOOD FRAMING MEMBERS AT CHIMNEY BRICK CHIMNEY CONCEALED BEHIND STUD WALL BRICK CHIHNEY EXPOSED CHIHNEY PAN STEPPED-PAN THROUGH WALL FLASHING HANG£R FLOOR FRAMIN,G AT FIREPLACE FIREPLACES BACK TO BACK IN PARTY FIREPLACE MIN. FIREPLACE HEARTH EXTENSION REQUIREMENTS FIREPLACE CLEARANCE TO COMBUSTIBLE MATER[AL GENERAL CORBELING CHANGES IN DIMENSION TERMINATION WALL THICKNESS FLUE LINING (MATERIAL) IN LET ASH DUMP CLEANOUT CHIMNEY CLEARANCES CHIMNEY CRICKET FOOTINGS AND FOUNDATION FLASHING FIREBOX WALLS FIREBOX DIMENSIONS SMOKE CHAMBER HEARTH AND HEARTH EXTENSION HEARTH EXTENSION DIMENSIONS FIREPLACE CLEARANCE 2" INTERIOR FIREPLACE CLEARANCE RUMFORD STYLE NVEN ONAL TYLE s~ s4/2" s 1/2"3/4,, AREA A B T (SO, IN.) AREA REVISIONS A-13