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33284-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33998 Date: 10/08/09 THIS CERTIFIES that the building NEW DWELLING Location of Property: 790 NORTH SEA DR (HOUSE NO.) (STREET) County Tax Map NO. 473889 Section 54 Block 5 Subdivision Filed Map No. __ Lot No. __ SOUTHOLD Lot 14 (HAMLET) conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 12, 2007 pursuant to which Building P~r~t NO. 33284-Z dated AUGUST 1, 2007 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED PORCHES, SECOND FLOOR DECK AND ATTACHED TWO CAR GAPQ%GE AS APPLIED FOR PER ZBA #6009 DATED 4/19/07. The certificate is issued to THOMAS J & PATRICIA A RYZUK (OWNER) of the aforesaid building. SIIFFO~K ~[~TY DEPART~T OF }~F~%LTH APPRO~rAL R10-06-0104 ELRt-i~ICAL CE~TIFICATHNO. 3058804 PLUMBERS CERTIFICATION DATED 08/14/09 GEORGE FREDRICKS 09/16/09 07/29/09 Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMEN' TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF IIIOHI~IOS JO N;601 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 bythe applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $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 Oeeupancy ~ $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 (check/one) / Hamlet Block ~'~ ~-~ Lot ] Y New ConstrUction: LoCation of Property: HOuse No. Owner Or Owners ofProperty: Suffolk County Tax Map No 1000, Section Old or Pre-existing Building: Street Subdivision PermitNo. 23 2-~5/7~.,DateofPermit. Filed Map. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Fee Submitted: $ Temporary Certificate Final Certificate: (check one) pplicant~ign~tm:e Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN O1* 8OUTItOLD CERTIFICATION Date: Building Permit No. ~ ,~ 2 0tSzq ~_~ Plumber: (Please 9rint) lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% / Sworn to before me this day of~td (.~, 20 C) C~ CONNIE D. BUNCH Notary Public, State of New York No. 018U6185050 Qualified in Suffolk County _ Commission Expires April 14, 20~-- Notary Public,~¢ ~~-~j~ County 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 PLATINUM EAST ELECTRIC TOM RYZUK 1320 KENNEY'S RD 23 NANTAUKET WAY SOUTHOLD, NY 11971, MOUNT SINAI, NY 11766 Located at 790 N. SEA DR. SOUTHOLD, NY 11971 Application Number: 3058804 Certificate Number: 3058804 Section: Block: Lot: Building Permit: 0 BDC: ns11 Described as a Residcntial 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, 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 the29th Day of J.iy, 2009. Name OTY Rate RatinA Circuits Type Alarm and emergency equipment Sensor 2 0 0 Ca[bun Monoxide Appliances and Accessories Air Conditioner 4 0 0-15000 BTU Cooking Deck 1 0 50 Amps Dish Washer 1 0 1.2 KW Elevator I 0 Exhaust Fan 7 0 F.H.P Furnace 1 0 Oil Hydro Massage Tub (Therapeutic) 1 0 Oven 2 0 40 Amps Panels 1 100 12 Service Service Disconnect: 2 150 cb ServicelPhase3w Service Rating300Amperes Wiring And Devices seal Dimmer 32 0 120 V Continued on Next Page 1 of 2 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 PLATINUM EAST ELECTRIC TOM RYZUK 1320 KENNEY'S RD 23 NANTAUKET WAY SOUTHOLD, NY 11971, MOUNT SINAI, NY 11766 Located at 790 N. SEA DR. SOUTHOLD, NY 11971 Certificate Number: Application Number: 3068804 3068804 Section: Block: Lot: Building Permit: 0 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: Basement, First Floor, Second Floor, Attached 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 theZgrh Day of Jaty, 2009. Name OTY Rate Ratin~ Circuits Type Fixture 9 0 Fluorescent Fixture 14 0 Low Voltage Fixture 149 0 Incandescent GFCl Circuit Breaker I 0 Outlet 156 0 Gert, Purpose Outlet 172 0 Fixture Paddle Fan 7 0 Receptacle I 0 20a-laundry Appliance Receptacle 2 0 30a Dryer Receptacle 24 0 GFCI Receptacle 83 0 Gert, Purpose Switch 87 0 Gen, Purpose seal 2 of 2 lhis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 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. 33284 Z Date AUGUST 1, 2007 Permission is hereby granted to: THOMAS J RYZUK 23 NANTUCKET WAY MOUNT SINAI,NY 11766 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING PER ZBA DEC. #6009 AS APPLIED FOR; FLOOD PERMIT REQUIRED at premises located at 790 NORTH SEA DR SOUTHOLD County Tax Map No. 473889 Section 054 Block 0005 Lot No. 014 pursuant to application dated JULY l~an~the Building Inspect°r t° expire °n FEBR~ 1' 2009'~ !I ~ Fee $ 2,997.20 ~ ~~ u~~Slgnaturev ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. ~' 765-1802 INSPECTION FOUNDATION 1S'~-/O //[] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAN~ON~.STRUCTION [ ] RRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR--~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ~/FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: ) [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]~F~NDATION 1ST [ ] ROUGH PLBG. [~]/FOUNDATION'/ 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: ~ -¢ [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ': EC TOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ..~] FOUNDATION 1ST [ ] ROUGH PLBG. ;/~,~_~'~t~ [ /] F~IND~ [ ]INSULATION FRAM [ ] FINAL ~ l [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION REMARKS: [ ] RRE RESISTANT PENETRATION / DATE .,~ f / / ~/~') "~ ,/~ lv/ / INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION FOUNDATION 1ST ~ROUGH PLBG. FOUNDATION 2ND ~ STRAPPING [ ] INSULATION [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT IOENETRAT/ON DATE _--'~ ---~/-- ~ ~7 - INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION DATE 7-..~ O ~ 0 ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL i FIREPLACE & CHIMNEY [ ] F~TYINSPECTION ] FIRI; RESISTANT CONSTRUC'T10N, [~'~FIRI: RESISTANT PEN~0N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU~PLBG. [ ] FOUNDATION 2ND [ ] I/NSULATION [ ] 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 [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG, [ ] FOUNDATION 2ND [ ] I~(~L~ [ ] FRAMING / STRAPPING [~/] FINA~/ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: /~-~- ~J-- C~ ~//~_ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND ~INSULATION /~; [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE 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 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Approved Disapproved a/c PERMIT NO. ~ ~2~_ ~>~q ~ BUILDING PERMIT APPLICATION CHECKLIST Expiration ,20__ Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20Z2 , a. Ttri/ss 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. fi 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 regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ' ~ (Signature of applicant or name, ifa c~rporation) ~ (Mailing aadress of applicant) ~ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises '~-kkC~'~4 ~-¢, If applicant is a corporation, signature of duly authorized officer (As on the tax roll or latest deed) (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: 7 ?0 K)c- w4 Z> tm House Number Street Hamlet County Tax Map No. 1000 Section Subdivision (Name) Block "~,~- Filed Map No. Lot Lot 3. Nature of work (check which applicable): New Building Repair Removal Demolition ~ 4. Estimated Cost ~ ~ D'/]~ . Fee State existing use and occupancy of premises and intended use and occupancy of proposed construct:ton: a. Existing use and occupancy ] ,_~T~. ~e-a//,_)~r,~ ~/74ql/..y b. Intended use and occupancy ~ .~_Ty _,.~t/zT)(~l ~. 12_P~I41L~, OtL3D~:~? t.4Y>~_. ~5)(.,~ Addition Alteration Other Work (Description) 5. If dwelling, number of dwelling units If garage, number of cars c~ (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 (~ t Rear Height / ~' ¥Z-7'~ ~_ Number of Stories /,~T'3/.. Dimensions of same structure with alterations or additions: Front Depth_ Height Dimensions of entire new construction: Front Height ,q)~/Iq" ~ Number of Stories Size of lot: Front Rear Number of Stories Rear '~; .Depth Depth ~2)/f JO Rear 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 13. Will lot be re-graded? YES .2~:, NO Will excess fill be removed from premises? YES__ 14. Names of Owner of premises-"C~ddress~C~S~.l~t~.L'.~ Phdne No. Name of Architect~t~4~ xDt3r'_~t~_tD Addressff2~l~!~L~m~hone No Name of Contractor Address Phone No. o-//..o?. 15 a. Is this property within 100 feet of a 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 of a tidal wetland? * YES NO ~a * 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) SS: COUNTY OFqlh~ot3OZ ) ~C_~,i~.o-,~'~le./4- (?-3t ._X'){ L'~,(_~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, a~104 (Contractor, Agent, Corporate Officer, etc.) (S)He is the 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. S w ° r n~l~¢f° ~lea~n;; hi s~ ~ Not~lPubll,c ltela~ Publk, $tat~ O~ N~w York ~o. 01906095328, Term Expires J.l~ I, 20 ~ 20o3 Signature of Applicant TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined ,20 Approved Disapproved a/c Expiration 20__ PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: f~~,.~ Phone: APPLICATION FOR BUILDING PERMIT /) Date~tSL4~ //_) ,20 (~)~, INSTRUCTIONS ~ ~ 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 fi.om such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of 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 regulations, and to admit authorized inspectors on premises and in building for necessary inspections. '~) (Signature o a'F'~plica~or nam-e, i-f~co-rporation) (Mailing address of ~p~i~ant)/ .... State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~--]/CIflFL~ 5ff. ~J ~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 kvill b,e done: House Number Street '~a-mlet County Tax Map No. 1000 Section ,~4/ Block ~ Subdivision Filed Map No. Lot Lot (Name) 2. State existing use and occupancy ofpr~mises ~nd intended use and occupancy of Croposed construction: a. Existing use and occupancy ~'nO~ b. Intended use and occup~cy ~ 3. Nature of work (check which applicable): New Building Repair Removal Demolition ~/, 4. Estimated Cost (;Y~c-~9~L.D.~ Fee 5. If dwelling, number of dwelling units If garage, number of cars .:>7-d/I~L- Addition Alteration Other Work (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 ~O t Rear ~t~ / Depth Height I~ %'/- '7-o £/r~7...Number of Stories / Dimensions of same structure with alterations or additions: Front Depth Height_ 8. Dimensions of entire new construction: Front ~-~ Height ' (:~ ~t~*:7--o M/~7> Number of Stories 9. Size of lot: Front /cOO * Rear Rear Depth ~t2~ t.(~ ~. Number of Stories Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated "~57-}0 d 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO __ 13. Will lot be re-graded? YES V NO __ Will excess fill be removed from premises? YES NO 14. Names of Owner ofpremls~s/~g/~z~Address/~.c-~;~0aL ~2,,V. /l?(:¢; Phone No. Name of Architec .r'~'-~flD~0 l_Yrr,%e_~ Address~Phone No ~/~;-76~'~//~2~ Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE ~EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this I /~)~"~day of ..--QO.,t,x.~:o~/~ 20 0 7 Notary Public / t' · -~' --Signature of A~pli~-ant ~- LINDI $. Notepj Public, State of New York No. 4948506 ,.,~_ .Ouplifi.ed in Su.ff. olk County., ~almml~lO" I:Koires March 20,, j/,QO U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program Al. Building Owner's Name MR. THOMAS RYZUK A2. Building Street Address (including Apt., Unit, Suit, and/or Bldg. No.) or P.O. Route and Box No. 790 N. SEA DRIVE City SOUTHOLD State NY ZIPCude 11971 A3. Property Desedption (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 1000-54-05-14 ELEVATION CERTIFICATE OMB No. 1660-0008 EXD res February 28. 2009 Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Policy Number Company NAIC Number A4. Building Use (e.g., Residential, Non-Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 41deqrees 04minutes 24seconds Long. 72deqrees 28minutes 09.7seconds [] NAD 1983 A6. Attach at least 2 photographs of the building ifthe Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) 2418sq ff b) No. of peneanent flood openings in t~e crawl space or enclosure(s) walls within 1.0 foot above adjacent grade _7 c) Total ne{ area of flood openings in A8.b 896 sqin Horizontal Datum: [] NAD 1927 A9. For a building with an attached garage, provide: a) Square footage of attached garage sq ff b) No. of permanent flood openings in tim attached garage wells within 1.0 foot above adjacent grade -- c) Total net area of flood openings in A9.b __ sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number [ B2. County Name I B3. State SOUTHOLD, TOWN OF 360813 I SUFFOLK I NY B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Date Effective/Revised Date Zone(s) 36103C0154 G 5/04/98 AE B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in item B9. [] FIS Proflld [] FIRM [] Community Determined [] Other (Describe) Bll. Indicate elevation datum used for BFE in Item B9: [] NGVD 1929 [] NAVD 1988 [] Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Othe~vise Protected Area (OPA)? Designation Date __ [] CBRS [] OPA B9. Base Flood Elevation(s) (Zone AO, use base flood depth) ELl1 []Yes []No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations ara based on: [] Construction Drawings* [] Building Under Construction* [] Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized Vertical Datum NGVD Conversion/Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor 13.6_ c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) 4.1 e) Lowest elevation of machinery or equipment servicing the building l~4.6_ (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 3.8 g) Highest adjacent (finished) grade (HAG) _9._2 Check the measurement used. (~ feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) __ __[-I feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) [] feet [] metem (Puerto Rico only) [] feet [] meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to he signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I cer~y that the intocmatlen on this Ce~fe represents my best effor~ to interpret the data available. I understand that any false statement may he punishable by fine or imp#sonment under 18 U.S. Code, Section 1001. [] Check here if cernments are provided on back of form. Certifier's Name JOHN T. METZGER License Number 49618 Title SURVEYOR Company Name PECONIC SURVEYORS, P.C Address 1230 TRAVELER ST, (P.O. BOX 909) City SOUTHOLD State NY ZIP Code 11971 Signature ~.~.~/~.~/~·.. Date 10106/09 Telephone (631)765-5020 FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 790 N. SEA DRIVE Policy Number CitySOUTHOLD State NY ZlPCnde 11971 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments GARAGE UNDER HOUSE Si~ turtle ~'~ Date 10106109 [] Check hera if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Secfior, s A, B, and C. For Items EI-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter metera. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosura) is [] feet [] meters [] above or [] below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is [] feet [] meters [] above or [] below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings pravided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is [] feet [] meters [] above or [] below the HAG. E3. Attached garage (top of slab) is . [] feet [] meters [] above or [] below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is __ [] feet [] meters [] above or [] below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? [] Yes [] No [] Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owrler or owner's authorized representative who co~lpletes Sections A, B, and E for Zone A (without a FEMA-issued or community-issued BFE) or Zone AO must sign hera. The statements in Sec~ons A, B, and E are con. ct to the best of my knowledge. Property Owner's or Ovmer's Authorized Representathm's Name Address City State ZIP Code Signatura Date Telephone Comments [] Check hera if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authol%-.ed by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. O1. [] The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or amhitect who is autho~zed by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments araa below.) G2. [] A community official completed Section E for a building located in Zone A (without a FEMA-issued or community-issued BFE) or Zone AO. G3. [] The following information (items G4.-G9.) is provided for community floodplain management purposes. Ic'4' Permit Number IG5. Date Permit Issued IG6. Date Certificate Of Cempliance/Occupancy Issued I G7. This permit has been issued for: [] New Construction [] Substantial Improvement G8. Elevation of as-built lowest floor (including basement) of the building: .Il feet [] meters (PR) Datum __ G9. BFE or (in Zone AO) depth of flooding at the building site: [] feet [] meters (PR) Datum __ Local Official's Name Title Community Name Telephone Signatura Date Comments .[] Check hera if attachments FEMA Form 81-31, February 2006 Replaces all previous editions Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORM Yes .EXE]VIPTIONS: A. Does this project meet the minimum standards for classification as an Agricultural Project. .Note: If you answered Yes to any of the above, a Storm-water, Grading, Drainage & Erosion Control Plan Is not required. .ACTIONS. REQUIRING THE SUBMISSION OF A STORM~WATER~ GRADING~ DRAINAGE & EROSION _CONTROL PLAN CERTIIqED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (A Check Mark (J) for each question is required for complete application) Will this project retain all Storm-Water Run-off generated on Site'? (This will include all mn-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Will this project require any land filling, grading or excavation where there is a change to the natural existing grade involving more than 200 cubic yards of material within any parcel? Will this application require land disturbing activities encompassing an area of five thousand (5,000) square feet of ground surface or more? Is there a Natural Water course running through the site or is this project within One hundred (100) feet of wetlands or a beach? Yes 1~o Will there be site preparation on slopes which exceed lifteen (15) feet of vertical rise to One hundred (100)feet of horizontal distance? Will driveways, parking areas or other impervious surfaces direct Storm-Water Run-off into and/or in the direction of a Town Right-of-Way? (Signature of Applicant) Sworn to b~fore me tiffs; ........ I ........... ~ /0' ...... day of...~x~( ........... 20.{~'~. L,-, ~ Il III ['t 8ota~ Public, State Of New~ ~o. 01D06095328, Suffolk Coun~ Term ~piresJuly ~,20 [( 7. Will this application require the placement of material, removal of vegetation and/or the .construction of any item within the Town Right-of-Way or road shoulder area? Crhis item does not include the installation of driveway aprons.) 8. . Will there be site preparation within the one hundred (100) year floodplain of any watercourse? Note: If any answer to questions ~ne through eight is answered with a check mark in the Box, a Storm-water, Grading, Drainage & Erosion Control Plan is required and must be submitted for review prior to issuance of any building permit, STATE OF NEW YORK, COUNTY OF..O/.).~-'Ot~ ss That I, .~C~E1 F=f--~,~. ~2X.3~.l/,Z3~..~ ............ being duly sworn, deposes' and says that he/she is the applicant for Permit, (Name of individual signing Document} is the .. ,~7- And that He/She (Owner, Contractor, Agent, Corporate Officer, etc.) Owner and/or representative of the Owner or Owner's, and is duly author/zed 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 lmowledge and belier; and that the work sill be performed in the manner set forth iu the application filed herewith. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631 ) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM To: Southold Town Zoning Board of Appeals From: Damon Rallis, Building Permit Examiner Date: March 6, 2007 Re: 54-5-14 (Ryzuk) Cc: File, Michael Verity CLARIFICATION The proposed single side yard setback on this property is 13.25 feet and the proposed total side yard setback is +/- 33 according to the survey in our files. Thank yo~- FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 19, 2007 TO: Architecnologies a/c Ryzuk PO Box 93 Mattituck, NY 11952 Please take notice that your application dated January 10, 2007 For permit to demolish an existing single family dwelling and construct a new single family dwelling at Location of property 790 North Sea Drive, Southold, NY 11971 County Tax Map No. 1000 - Section 54 Block5 Lot 1~4 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 38,561 square foot parcel in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states that non-conforming lots, measuring less between 20,000 and 39,999 square feet in total size, require a minimum single side yard setback of 15 feet, a total side yard setback of 35 feet. Following the pr~_posed construction, the dwelling will have a single side yard setback of 13 feet and a CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. APPEALS BOARD MEMBERS Jmnes Dinizio, Jr., Chairman Gerard E Goehringer Ruth D. Oliva Michael A. Simon Leslie Kanes Weis~nan http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTI"IOLD Tel. (631) 765-1809 · Fax (631) 765-9064 Mailing Address: Southold Town Hall 53095 Main Road · EO. Box I 179 Southold, NY 119714)959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 MAY 16 FINDINGS, DELIBERATIONS AND DETERMINA]'ION~,: MEETING OF APRIL 19, 2007 ZB File No. 6009 - Thomas Ryzuk Property Location: 790 North Sea Drive, Southold CTM 54-5-14 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 applicant's 38,561 square foot lot has 100 feet along the south side of North Sea Drive and depth of 381.08 feet along the easterly side line shown on survey prepared by Peconic Surveyors dated November 16, 1999 (revised 11/22/06 to show sanitary system and public water connections, and removal of the existing dwelling). BASIS OF APPLICATION: Request for a Variance under Section 280-124 based on the Building Inspector's Notice of Disapproval dated January 19, 2007, concerning demolition of an existing single family dwelling and construction of a new single family dwelling with a single side yard setback of 13 feet and a total side yard area of 33 feet (combined side setbacks). SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning reply dated February 13, 2007 states that the application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 29, 2007, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant wishes to demolish an existing single family dwelling and construct a new two story single family dwelling, as shown on the 1/8/07 site map prepared by Frank Notaro, Architect. The area variance relief is for a single side yard at 13'3" on a portion of the new dwelling measured from the westerly side lot line, and for a combined side yard area of 33'3" (when adding 20 feet for the opposite side yard). Page 2 -April 19, 2007 ZB File No. 6009 - Thomas Ryzuk CTM No. 54-5-14 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 requests a 1.9 ft. reduction in the code required 15 feet minimum setback to allow for a small closet within the new bedroom proposed on the northeast corner of the dwelling. The dwelling that existed for many years was built with nonconforming setbacks as close as 4.2 feet from the side lot line. The new dwelling is proposed to conform to all the code required setbacks after removal of the existing dwelling and deck additions, with the exception of this 1.9 ft. reduction. 2. The benefit sought by the applicant in this application cannot be achieved by some method, feasible for the applicant to pursue, other than with a variance. 3. The variance granted herein is not substantial, resulting in a 1.9 ft. reduction to allow for a closet area within the proposed new bedroom at the westerly side of the new dwelling. 4. The difficulty has not been self-created. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of new dwelling construction, 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 Goehringer, seconded by Member Weisman, and duly carried, to GRANT the variance as applied for, as shown on the 1/8/07 site map prepared by Frank Notaro, Amhitect, and shown on the construction diagrams prepared by Architecnologies dated 1/23/07. 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 action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Din/iz)b (Chairr]~, Oliva, Goehringer, Simon, and Weisman. This Resolution was duly adopted (5-0~'. / ~.,/~ ,. /~ f 1//1 )J~'es'Dinizio Jr., C~irm~i~ ~ 5//(~/2007 Approved for Filing Permit Date REScheck Software Version 3.7 Release 1 Compliance Certificate Project Title: RYZUK RESIDENCE Report Date: 07112/07 Energy Code: 2000 IECC Location: Southold, New York Construction Type: Single Family Glazing Ama Percentage: 27% Heating Degree Days: 5572 Construction Site: 790 NORTH SEA DRIVE SOUTHOLD, NY 11971 Owner/Agent: THOMAS J. RYZUK 29 NANTAUCKET WAY MT. SINAI, NY 11766 631-298-1129 Designer/Contractor: FRANK NOTARO R.A. ARCHITECNOLOGIES P.O. BOX 93 MATI'ITUCK, NY 11952 631-298-1129 Ceiling 1: Flat Ceiling or Scissor Truss: Wall 1: Wood Frame, 16" o.c.: Door 1: Solid: Door 2: Glass: Door 3: Glass: Door 4: Glass: Door 5: Glass: Door 6: Glass: Door 7: Glass: Door 8: Glass: Door 9: Solid: Dcor 10: Solid: Basement Wall 1: Solid Concreta or Masonry: Window 1: Vinyl Frame:Double Pane with Low-E: Window 2: Vinyl Frame:Double Pane with Low-E: W~ndow 3: Vinyl Frame:Double Pane with Low-E: Window 4: Vinyl Frame:Double Pane with Low-E: Window 5: Vinyl Frame:Double Pane with Low-E: Window 6: Vinyl Frame:Double Pane with Low-E: Window 7: Vinyl Frarne:Double Pane with Low-E: Window 8: Vinyl Frame:Double Pane with Low-E: W'~ndow 9: Vinyl Frame:Double Pane with Low-E: Window 10: Vinyl Frame:Double Pane with Low-E: Window 11: Vinyl Frame:Double Pane with Low-E: Window 12: Vinyl Frame:Double Pane with Low-E: Window 13: Vinyl Frame:Double Pane with Low-E: Window 14: Vinyl Frame:Double Pane with Low-E: Window 15: Vinyl Frame:Double Pane with Low-E: Window 16: Vinyl Frame:Double Pane with Low-E: RYZUK RESIDENCE 4200 19.0 38.0 71 3400 11.0 21.0 129 32 0.310 10 52 0.310 16 36 0.310 11 32 0.310 10 40 0.310 12 52 0.310 16 52 0.310 16 32 0.310 10 20 0.310 6 50 0.310 16 2200 17.0 9.0 104 34 0.330 11 34 0.330 11 34 0.330 11 34 . 0.330 11 4 0.330 1 10 0.330 3 15 0.330 5 4 0.330 1 4 0.330 1 40 0.330 13 40 0.330 13 30 0.330 10 30 0.330 10 30 0.330 10 30 0.330 10 15 0.330 5 Page lof9 Window 17: Vinyl Frame:Double Pane with Low-E: Window 18: Vinyl Frame:Double Pane with Low-E: Window 19: Vinyl Frame:Double Pane with Low-E: Window 20: Vinyl Frame:Double Pane with Low-E: Window 21: Vinyl Frame:Double Pane with Low-E: Window 22: Vinyl Frame:Double Pane with Low-E: Window 23: Vinyl Frame:Double Pane with Low-E: Window 24: Vinyl Frame:Double Pane with Low-E: Window 25: Vinyl Frame:Doubte Pane with Low-E: Window 26: Vinyl Frame:Double Pane with Low-E: Window 27: Vinyl Frame:Double Pane with Low-E: Window 28: Vinyl Frame:Double Pane with Low-E: Window 29: Vinyl Frame:Double Pane with Low-E: Window 30: Vinyl Frame:Double Pane with Low-E: Window 31: Vinyl Frame:Double Pane with Low-E: Window 32: Vinyl Frame:Double Pane with Low-E: Window 33: Vinyl Frame:Double Pane w~th Low-E: Window 34: Vinyl Frame:Double Pane with Low-E: Window 35: Vinyl Frame:Double Pane with Low-E: Window 36: Vinyl Frame:Double Pane ~dh Low-E: Window 37: Vinyl Frame:Double Pane with Low-E: Window 38: Vinyl Frame:Double Pane with Low-E: Window 39: Vinyl Frame:Double Pane with Low-E: Window 40: Vinyl Frame:Double Pane with Low-E: Window 41: Vinyl Frame:Double Pane with Low-E: Window 42: Vinyl Frame:Double Pane with Low-E: Window 43: Vinyl Frame:Double Pane with Low-E: Window 44: Vinyl Frame:Double Pane with Low-E: Window 45: Vinyl Frame:Double Pane with Low-E: Window 40: Vinyl Frame:Double Pane with Low-E: Window 47: Vinyl Frame:Double Pane with Low-E: Window 48: Vinyl Frame:Double Pane with Low-E: Window 49: Vinyl Frame:Double Pane with Low-E: Window 50: Vinyl Frame:Double Pane with Low-E: Window 51: Vinyl Frame:Double Pane with Low-E: Window 52: Vinyl Frame:Double Pane with Low-E: Window 53: Vinyl Frame:Double Pane with Low-E: Window 54: Vinyl Frame:Double Pane with Low-E: Window 55: Vinyl Frame:Double Pane with Low-E: Window 56: Vinyl Frame:Double Pane with Low-E: Floor 2: Ali-Wood JoisUTross:Over Unconditioned Space: Boiler 1: Gas-Fired Steam: 75 AFUE Air Conditldner 1: Electric Central Air: 13 SEER 15 0.330 5 34 0.330 11 34 0.330 11 34 0.330 11 19 0.330 6 19 0.330 6 12 0.330 4 12 0.330 4 12 0.330 4 12 0.330 4 12 0.330 4 12 0.330 4 12 0.330 4 12 0.330 4 24 0.330 8 11 0.330 4 11 0.330 4 3 0.330 1 3 0.330 1 24 0.330 8 9 0.330 3 5 0.330 2 5 0.330 2 5 0.330 2 5 0.330 2 5 0.330 2 5 0.330 2 5 0.330 2 9 0.330 3 9 0.330 3 6 0.330 2 6 0.330 2 12 0.330 4 4 0.330 1 4 0.330 1 4 0.330 1 4 0.330 1 4 0.330 1 4 0.330 1 4 0.330 1 2360 11.0 21.0 66 Complia~e~nt of Compliance: The proposed building design described here is consistent with the building plans~l~il~her c~alCblations submitted with the permit applicahon. The proposed building has been designed to meet the~l~lu,re~ i~E~;heck Vets,on 3.7 Release 1 and to comply w~th the mandatory requ,rements hsted ,n the REPack Insp~hecldis~ ~ I~de, ~¥~Designer ! ~ % Company Name Prdject Ne~[es:~ ~ PROPOSED 2 STY. SINGLE FAMILY RESIDENCE WITH UNDER HOUSE 2-CAR GARAGE. RYZUK RESIDENCE Page 2 of 9 REScheck Software Version 3.7 Release 1 Inspection Checklist Date: 07/12/07 Ceilings: [] Ceiling 1: Flat Ceiling or Scissor Truss, R-19.0 cavity + R-38.0 continuous insulation Comments: Above-Grade Walls: [] Wall 1: Wood Frame, 16" o.c., R-11.0 cavity + R-21.0 continuous insulation Comments: Basement Walls: [] Basement Wall 1: Solid Concrete or Masonry, 8.0' hr/6.0' bg/4.0' insul, R-17.0 cavity + R-9.0 continuous insulation Comments: Extehor insulation must have a dgid, opaque, weather-resistant protective covedng that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Windows: I~ Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: [] Window 2: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes No Comments: [] Window 3: Vinyl Frame:Double Pane wi~ Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Yes __ No Comments: [] Window 4: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors describe features: #Panes Frame Type Thermal Break? Yes No Comments: [] Window 5: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors describe features: #Panes Frame Type The~nal Break? __ Yes Comments: No [] Window 6: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 7: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type _ Thermal Break? __ Yes No Comments: [] Window 8: Vinyl Frame:Double Pane with Low-E, U-facfer: 0.330 For windows without labeled U-factors, describe faaturas: #Panes Frame Type Thermal Break? Yes __ No RYZUK RESIDENCE Page 3 of 9 Comments: Window 9: Vinyt Frame:Double Pane with Low-E, U-factor: 0.330 For windows witbeut labeled U-factor., describe features: #Panes Frame Type Thermal Break? Comments:. Yes No [] Window 10: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factor~ describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No [] Window 11: Vinyl Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors describe features: #Panes Frame Type Thermal Break? Comments: Yes__No [] Window 12: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors describe features: #Panes Frame Type Thermal Break? Comments: Yes __ No [] Window 13: Vinyl Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 14: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No [] Window 15: Vin t Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes__No Window 16: Vin t Frame:Double Pane wi~h Low-E U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes __ No [] Window 17: Vin ~ Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 18: Vin t Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 19: Vin t Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No [] Window 20: Vin ~ Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes__No [] Window 21: Vin ~ Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Then'hal Break? Comments:. Yes __ No [] Window 22: Vin ~1 Frame:Double Pane with Low-E, U-factor: 0.330 RYZUK RESIDENCE Page 4of9 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No I~1 Window 23: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Tben~nal Break? __ Yes Comments: No [] Window 24: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: I~ Window 25; Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors describe features: #Panes Frame Type Thermal Break? Yes Comments: No [] Window 26: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes No [] Window 27: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors describe features: #Panes Frame Type Thermal Break? comments: Yes__No [] Window 28: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: flPanes Frame Type Thermal Break? __ Yes Comments: [] Window 29: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors describe features: #Panes Frame Type Thermal Break? __ Yes Comments: [] Window 30: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factom, descdbe features: #Panes Frame Type Comments: No No Thermal Break? Yes __ No [] Window 31: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes__No ~1 Window 32: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeted U-factors, describe features: #Panes Frame Type Thermal Break? Comments: [] Window 33: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Comments: Yes__No Thermal Break? __ Yes No [] Window 34: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Comments: Yes No [] Window 35: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes RYZUK RESIDENCE No Page 5of9 [] Window 36: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: [] Window 37: Vinyl Frame:Double Pane W~h Low*E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: [] Window 38: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without fabeled U-factors, descdpe features: #Panes Frame Type Thermal Break? Comments: Yes No Yes __ No Yes__No [] Window 39: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without laPeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: [] Window40:vinylFrame:DoublePanewith Low-E U-factor:0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: [] Window 41: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without lapeled U-factors, descripe features: #Panes Frame Type Comments:. Yes No Yes__No Thermal Break? __ Yes No Window 42: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Window 43: Vinyl Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, descripe features: #Panes Frame Type Thermal Break? Comments: Yes__No Window 44: Vinyl Frame:Double Pane with LOW-F U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes No Comments: Window 45: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without laPeled U-factors, descriPe features: #Panes Frame Type Therrnat Break? Yes No Comments: Window 46: Vinyl Frame:Doub{e Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type __ Thermal Break? Yes No Comments: Window 47: Vinyl Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Window 48: Vinyl Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Window 49: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 Yes No Yes No RYZUK RESIDENCE Page 6 of 9 For windows without labeled U-factors, describe features: ~Panes Frame Type Thermal Break? Comments: Yes __ No Window 50: Viny[ F~ame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Window 51: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes__No Window 52: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without [abeled U-factors, d~scribe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Window 53: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Window 54: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, desedbe features: #Panes Frame Type Thermal Break? Comments: Yes__No Window 55: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes __ No Window 56: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes__No Door 1: Solid, U-factor: 0.310 Comments: [] Door 2: Glass, U-factor: 0.310 Comments: [] Door 3: Glass, U-factor: 0.310 Comments: [] Door 4: Glass, U-factor: 0.310 Comments: [] Door 5: Glass, U-factor: 0.310 Comments: Dour 6: Glass, U-factor: 0.310 Comments: [] Door 7: Glass, U-factor: 0.310 Comments: [] Door 8: Glass, U-factor: 0.310 Comments: [] Door 9: Solid, U-factor: 0,310 Comments: [] Door 10: Solid, U-factor: 0.310 Comments: Floors: RYZUK RESIDENCE Page 7 of 9 [] Floor 2: All-Wood Joist/Tress:Over Unconditioned Space, R-11.0 cavity * R-21.0 continuous insulation Comments: Air Leakage: [] Joints, penetrafions, and all other such openings in the building envelope that are sources of air leakage must be sealed. ~1 Recessed lights must be 1) Type lC ratad, or 2) installed inside an appropdata air-fight assembly with a 0.5" clearance from combustible mstedals, if non-lC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [] Materials and equipment must be identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [] Insulation R-values and glazing U-factors must be cieedy marked on the building plans or specifications. Duct Insulation: [] Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated ~3 R-6.5. Duct Construction: [] All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), masfic-plus-embedded-fa bric, or tabes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welaed and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [] The HVAC system must provide a means for balancing air and water systems. Temperature Conbols: [] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: [] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [] Insulate circulafing hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/off beater switch and require a cover unless over 20% of the heating energy is f~om non-riepletable s~Jrces. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. RYZUK RESIDENCE Page 8 of 9 Tab~ 1: Minimum Insulation Thickness ~or Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Cimulatlng Runouts Circulating Mains and Runoute Heated Water Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2~0" Over 2' 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness fo~ HVAC Pipes Fluid Temp. Piping System Types Range(°F) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Depa~nent Usa Only) RYZUK RESIDENCE Page 9 of 9 SURVEY OF PROPERTY A T SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. NO TE' ..... EXISTING DWELLING NOT SHOWN HEREON ~ = 38,56~ sq. fL I om fomhior with the SYANOARDS ¢OR APPROVAL ~ ELEVATIONS ~ &ONTO~ L~¢3 ARE REFERE~&E~ [O'~.~.V.D. AN0 CONSTRUCTION 0F SUBSURFACE SEWAGE FLOOD ffO~ ~E lea HJ DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES F&OOD ~0~ FROM FIRM ~6/0~C015~ Gad will obide by tae conditions set fort~ taere~n ond ANY AL~E~T~N OR A~T~N TO THId' SURVE~ ,~ A VIOLATION on the permit to construct. OF ~C%~N 720~ O~ TH~ ~W YORK ~;TAT[' EDGC4TION ~XC~PT AS PE~ ~ECT~N 7209 -SUBD~WSIOV ~. A&L CERTIFICATIONS HEREON ARE VALxD FOR TH~. ~P ANt. COPieS TftER~OF ONLY IF The !oCOt[On of wells and cesspools shown hereon o~e SAD MAP OR COP~S BEA~ THE ~PRE~:SED .;EAL OF T~E SURVEYOR from field observations and or data obtained from others. WHO3E Elevations ore referenced to on assumed datum. ~ =~r~p~¢~ f000-64-05- f4 SCALE: f".=50 NOV ~6, 1999 MAY 24, 2006 SEPT. 28, 2006(TEST HOLE + TOPOI NOV. 3, 2006 fR£VISIONI Nov. :':', 2006 (B 0/ Hi SUBSURFACE SEWAGE DISPO;:~4L SYSTEM DESIGN JOSEPH FISCHETTI, P,E, HOBART ROAD SOUTHOLD, N, Y. 11971 f631) 765 - 2954 PROPOSED SEICAGc DISPOSAL :; 8 POOLS WITH ~' C~c.~ ~ ~D COLLA~ ~500 GAL. PRECAST CO~,~ETE SEPTIC TANK, BOTTOM OF LEACH.~ ~00L~ BE ~' ABOVE GROf,/VD SEPTIC SYSTEM CROSSECTION ~ = 38,56! sq. fL I om fomilior with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES oho will obide by the conditions set forth therein ond on the permit to construct. The Iocotion of wells ond cesspools shown hereon ore from field observotions ond or dato obtoined from others. Elevations ore referenced to on ossumed dotum. SURVEY OF PROPERTY A T SOUTHOLD TOWN OF SO UTHOLD SUFFOLK COUNTY, N.Y. 1000-64-05-14 $CA£E: ! "=50 NOV. 16, 1999 MAY 24, 2006 SEPT. 28, 2006(TEST HOLE * TOPO) NOV. 3~ gO06 [REVISION) Nov. ?S 2006 (B o/ fl.~ OCT. $~ 2007 (FNDTN LOC.) '1 EX/STING DWELLING NOT SHOWN HER,~ ON NO TE, SUBSURFACE SEPIAGE DISPOb'A£. SYSTEM DESIGN BY, JQSEPH FIS'CHETTI~ P,E, HOBART ROAD SOUTHOL. D, N.Y. 11.971 [6511 765 - 2954 PROPOSED SEWAGe' DISPOSAL 3Yb' T'EM B POOLS WITH 3' CLEAN SAND COLLAR 1500 GAL. PRECAST COIvC.-tETE SEPTIC TANK, BOTTOM OF LEACHING POOLS TO BE ~' ABOVE GROUND ICA T£~ SEPTIC SYSTEM CROSSECTION ELEVATIONS & CONTOUR £~V~S ARE /'!EFERENCED TO N,G.V.D. FLOOD ZONE AE (et. I1') FLOOD ZONE FROM F~M 36t03C015~ G ' -- _ I ' ~/ // ~ , AnY AL T~ T~N-OR A~T~N TO THIS SURVEy IS A VIOLATION ~ff /////O~ ~,~ OF ~C~N 7209 OF TH~ ~ YORK STATE ,rjOUCATION LAW. (~' ~ ~XCEP T 'AS P~R SEC T~N 7209 -. S~tVISION ~ ' ALL CERTIFICATIONS / ~ c ~ ~M ~ ~ ~c v ~ ~P AND COPIE~ 'THEREOF ONLY ~ ' ~c ~w~ ~ vc~ HEREON ARE VAL~ FOR TH · · ' ~ SAiO ~P OS COP~S ~gAS Tn~.~PSgSSgO S~,,~ O~ r~g SUSW~OS (5~6) 765 - 5020~%~~ WHOSE S~NAT~E APPEARS HEREON. - P 0 BOX 909 ~23~ TRAVELER STREET /~o-.~-¥-..~-/~ TOWN OF SOUTHOLD I~OPERTY RECORD1 CARD .~_~ STREET VILLAGE J DISTRICT SUB. LOT OWNER COMM. IND. CB. J MISC. Est. Mkt. Valu~ ~ / N~ NO~L BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD / Tillable 1 BULKH~D 3~0' ;~>' ,' . '" - fillable 2 D~K Fillable 3 ~Voodland ~wampland 3rushland -louse Plot rotal '.xtension Ext. Walls Interior Finish :xtension i I ' "~' /D ~ Porch Roof Type ' Porch Rooms I st Flor ,reezewayj ~Z'z~ z~],~ Patio /~>?~ Rooms2ndFl~r CARY INSULATION GARAGE DOORS, [3 Urger [] For Re~aw I2 Pl~se Comment · Oommer~: (InCJdlno Oov~r) Please Reply lS5C Orvll], Dr. Bohamia NY 117181 B31.-218..~50 PhJ~ni~ I B$1-21~.9..%~ Fax W,b: w~¥w.mas~ocs.c:om ~OUTHOLD BUILDING DEPT 16317659502 08-01-0008 14:50 PRGEi 08-21-2008 14:52 SOUTHOLD BUILDING DEPT 16317659502 PAGE2 08-21-2~08 14:52 SOUTHOLD BUILDING DEPT 16517659502 PAGE3 CekcainTeed is the right choice for your business. THE RIGHT PRODUCTS. CertalnTeed him been mal~ng quality building product~ for more tbmn 100 y~r~ o~td is part of the larger building matermls eomImny in the world, Satnt-Gobain. w~ offer you a full line of ~ber ~ tn. sulatlon products to meet the n~& of your business and your customers. And even though we've b~n doing this for a long time, we're always looking [or new aM better way~ to improve our produc~ and incremse productivity. Many of our manufacturing plants are registered to I$O 9001:2000 stan&rds. 5o you know you're getting the be~t products po~lbl¢, THE RIGHT PERFORMANCE. Our fiber gl~s insulation products have t~chieved GREENGUARD® Certification for superior indoor air quality peffom-amce. This means our producLs will contrih2te very low levela of volatile organic compounds fi/OCs) and other pollutenrs to the indoor envtronmcnf. THE RIGHT DELIVERY. It~' tough for you to sell something when It§ not there. CermtnTeed delivers product when we say we wfllmOr we will credit you 3% o£ th~ invoice amount Our C,u~tomer Bill of Rtght~ guarantees it, THE RIGHT PROGRAMS, Our ultimate goal, of course, is to ddiver the absolute best p~oducts and programs ['or your business. We offer soiution~ that sLrea~n¢ i~ventory and inczntlves to THE RIGHT SUPPORT, · q~ don't just sell tmulation. We listen, We want to u~derstand ti'm unique needs or' your bus.ess in order to deliver solutions that actually work. From our Building Science department to our dtdicated sak~ reims, we work to earn your trus~ and your bustnesr~--ord~r after order, y~r after yeir. coata~ mir tedm~cal ~ Depamaem m (800) 233-8~0. ASK ABOUT OUR OTHER CERTAINTEED PRODUCTS AND SYSTEMS: llXTltiOIl: ROOFING · SIDING · WINDOW8 · FENCE · R^IIJNG * TRIM * DECKING · FOUNDATION6 ' PIPE iNTEitlOIll INSULATION · WALLG · CEILiNGG CcrmnTeed Collx~tion 1~0. Box 860 Valley Forge, PA 19~82 Colalumer: 800-782-8777 w w w,l~r~g, llOt pPiS-color Certai m 08-E1-~008 14:53 SOUTHOLD OUILDING DEPT 1631765950~ PAGE4 ~NONFLAMMABLE & NONCOMBUSTIBLE The Blow-In-Blanket® Systun, udm~ fiberibss insulation, meets H~.I-~O$O B Testing Criteria for smoldering c~nbus- tion mhd ASTM J~ ]36 ~r noncombustion. l?lme Spread: 0 SlJoo~e Developmmlt: $ [ THE POTENTIAL USES ARE UNLIMITE~ The Biow-ln-B~nk~t~ S~stem can be used · Rci~-flt and new construction-both wood and . Residential. Industrial,commercial · Metal Buildings · Interior 8ound WaDs, The Siow.Tn.Blsmket~.$yotemj~ ~K;~'Pted by. Canadian Mort~age'{~ ,m! l:lousing Cbrporation ~U790~ ~THERMAL RESISTANCE ' ASTM C.~8 ~ ~or*he m0w-~.~Bhn~ S~ ,h~ the following R. values! ~.AVAILABILITY , Only qualified contractot~ cert~ed by ~1~ In Blanket I~I~C my bmtsll the Biow.ln-Blanket~ System. AppFo~ed flbe~ are: CertutnTeed XnsulSafe®4 & Opttnm® JohM Manvlik C~nmte Pro® & SpideFTM 08-21-2E~8 14:54 SOUTHOLD BUILDING DEPT 16317659502 PAGE7 SPECIFICATION SHEET Blow.In-Blanket~ System ~low.ln-Blnnket~ Is a paMnted '.i,imalnth)n system tlmt blows .white fiberglnss insulation Into ,new comtrueflon, the flbeF Is.. 08-21-2~8 14:54 SOUTHOLD BUILDIN~ DEPT 16317659502 PAC-EG .L NONFLAMMABLE & NONCOMBUSTIBLE The Blow*In-Blanket~ System, udn8 flber~ m insuhflon, meets I.~'.1.10~0 B Testing Criteria for sanoidering combus- tion nd AS~ E 136 for noncombostion. Flame Sprudz 0 Smoke l~velopment: S THE POTEI~I'IAL USES ARE UNLIMITED The BJow.ln.Blanket~ System can be used in: steel ~.ne ~;~:i; Re~lenltlol-lm:l ,~. ~.. r~' , · Metal Buildings * U.8. . lrHmA · CC~IC I THERMAL AS'I'M C ........ ! BI Itet~ System show .$18teotlrorth~Jbw- n- an s ....... , .......... ~ AVAILABILITY ~ ~: ~ ' *' OB-B1-200B 14:53 PAGE5 N S.C.D.H.S. REF. NUMBER R10-06-0104 SURVEY OF PROPERTY AT SOUTHOLD TO~N OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-54-05-14 SCALE: 1'--~0' NOVEMBER 16, 1999 MA Y 24, 2006 SEPTEMBER 28, 2006 (TEST HOLE ~ TOPO) NOVEMBER $, 2006 (REVISION) NOVEMBER 22, 2006 (BOARD OF HEAL TH) OCTOBER J, 2007 (FOUNDATION LOCATION) AUGUST 12, 2009 (PROPOSED POOL STAKES) AUGUST l J, 2009 (FINAL) I om familiar with the STANDARDS FOR APPROVAL ~ AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide b.y the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A ~40LATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAV~ EXCEPT AS PER SECTiON 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ~OSE SIGNA TURF APPEARS HEREON. AREA=38,561 SQ. FT. SEPTIC SYSTL-'J MEASUREIvlEN lS A E ST 36.2' 3~ 1 47' 32,~_~ 2 48.5 2~'~ .? FLOOD ZONE AE (el 11) FLOOD ZONE FROM FIRM 36103C015# O 49618 765- 1797 P.O. BOX 9~ , ~o ~RAVELER ~99 SOUTHOLD, N. ×--350 APPJ:IQVED AS NOTED DATE:~ B,P.# NOTIFY B'U'IL'DING DEPOSIT AT 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4, FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.C. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQU,~,ED AND CC,~;~ TIONS OF II//AL IV// ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45-10C OF THE TOWN CODE, PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING O~,CUxA?,,JuY OR USE IS UNLAWFUL WITHOUT CERTIFICATE FLOOD ZONE ~. ,, . ,, ,,, \ OFZ)CCUPANCY COMPLY W~TH CHAPTE~4.~' k//\\ / FLOOD DAMAGE PREVENTIOBI"!./~~ ~' $OUTHOLD TOWN CODE. t ~ // : J CERTIF!CATION OF' NAILING & CONNECTIONS REQUIRED. UNOF..R~RiTERS CERTEtCATE PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF I% LEAD. SITE SURVEY MAP OF PROPERTY 11 IE EL. 1.6 EL. 4' PALE BROWN FINE TO COARSE SAND SW SITUATE: NEW SUFFOLK FIN. FLR EL. 17E, [i8.5~ PROPOSED GRADE EL 2.2' WATER IN PALE BROWN FINE TO COARSE SAND SW TOWN OF: SOUTHOLD II ~ c~ u EL. 7.5' ~ ~ ~__ _ EL. 3'WATERIN PALEBROWN FINETOMEDIUMSANDSP 1500 GAL SUFFOLK COUNTY, NEW YORK 6.8 SEPTIC'~ ~ 8'~ ~ ~- TAX No. MAP- 1000 - 54 - 05 - 14 TANK 6.3 CES~OOL__~ CERT]FI~D TO: RYZUK GRA~EWATER EL. 1.8' I ~ SURVEYED I ~/~/06 PROPOSED SEWAGE DISPOSAL SYSTEM NOTE' MACDONALD GEOSCIENCE 8 POOLS WITH 3' CLEAN SAND COLOR SUBSURFACE S~AGE DISPOSAL EL, 9' 9/15/06 1500 GAL PRECAST CONCR~E SE~IC SYSTEM DESIGN A~EA ~ 38,5~1 ~.F. TANK, BOWOMOFLEACHINGPOOLSTO By:JOSEPHFISCHE~I,P.E BE ABOVE GROUND WATER HOBART ROAD SCAkE 1"= 20' -- ~ HOLE / x '' "'2x~" I ' Z rr,' ~00 -- ~ /~ /~, ~ o ~ ~ UHAIINAUb bYb/blVl '~00%PAVINGRUN-OFF ~ . ~. ,~ j ' EMOVEDOFFICE SET ~1,800 X 0.167 = 300 OU,~,, 1 .8.07 ~ROPOS5D SITE ~ BASIN1 &2 USE (2) N~BASINS¢4 "T 300 CFVOL ~ ~ . , - REAR COVESED PORCH - ES0 S.F. - .... ~ .... ~,~, ............ A - SITE SCALE : 1/2"= 1'-0" PROV. W12 X 53 I-BEAM 29' LONG V,I,F. PROV BEAM POCKET 9 7/6" H. 13 1/2" W, 5" D, PROV. DEL, 2" X 6" SILL PLATE TOP OF FOUNDATION WALL (TYP. PERIMETER) PROV, 6" X 6" ACC. POST (TYPICAL ALL) PROV, 8" DIAM, P CONC, CASON ON TOP OF A 1 '6" X 1 '6" 10" DEEP "~%.~ "`%., POURED COHO. FTNG, (TYP, ALL) PROV, CONT, 2 - 2" X 10" ACC GIRDER BOLTED TO 6" X 6" ACC. POST (TYPICAL ALL) 10" P, CONC, FOUNDATION WALL WITH 36" W. X 1 '-0" D, P, CONC '~'. FOOTING (CONT) W/W W,M, IN ~. WALL AND FOOTING, '~-% PROVIDE 16 I /4" X 8 1/4" OPENING IN P, CONCRETE FOUND, WALL, VENT SHALL BE A MAX, OF 1-0" ABOVE FIN. SI&B, (1 VENT) MIN, 2" ABOVE FIN, GRADE (MODEL 15-40-520 V,I.F,) PROV. "WATCHDOG" WATER PROOFING ALONG PERIMETER OF FOUND, WALL BELOW FIN, GRADE. INCLUDING PARGED JOINT BETWEEN FOUND. WALL AND FOOTING (T~P ALL AREAS) PROV DEL, 2" X 6" SiLL PLATE TOP OF FOUNDATION WALL (TYP, PERIMETER) PROV. 1/2" DIA. X 10" L, STEEL ANCHOR BOLTS FOR SILL PL OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO CONCRETE @ NO MORE THAN 3'-0" O C @ 1'-0"AWAY FROM EACH CORNER (TYPICAL AROUND FOUND, PERIMETER) PROV. HAUNCH SLAB CUT OUT 18 1/4" X 8 1/4" OPENINGS IN GARAGE DOOR PANELS ALL VENTS SHALL BE A MAX, OF 1'-0" ABOVE FIN SLAB (10 VENTS) (MODEL 15-40-520 V,LF.) PROV, W.W M. IN SLAB OVER GRAVEL TAMPED BASE 54' 30I-5'' PROV 6 1/4" OPNG, IN COHO WALL PROV, 6" PVC FLOW THRU PIPE, SCREENED MIN 2" ABOVE SLAB PROV, 8" DIAM P, CONC, CASON ON TOP OF A 1'6" X 1'6" 10" DEEP POURED COHO. FTNG. (TYP ALL) PROV, CONT, 2 - 2" × 10" ACC GIRDER BOLTED TO 4" X 4" ACC POST (TYPICAL ALL) ',% 81 II II h h II II II II 9 7/8"' H 13 1/2" w, 5" D ~.,~ , 1~' L~ [ (DO NOT INCLUDE PERIMETER COHO' WALL)I I 1/2" HR, RATED F P.S.C, METAL DOOR. Ii I IJ % ILl .L%11 '1 ~1 I 9I. PROV. 4" X 4'I A(OO, POST -(TYPICAL ALL) II 471.3''- I II .66I~7'' FOUNDATION PLAN BASEMENT 2219 S.F. UP II II ALONG P RIMETER OF BELOW F~NFF GRADE. NTER PROOFING FOUND. WALL 3LUDING WALL ANIFOOTING IP-ALLAREAS) / %, PROV, 1/~" DIA X 10" L~TEEL ANCHOR ~(~NLTs%RF~T~)L~ %~iBOEqFDLDI~)~NFTR~ME II II 28'-9I' ~/10' P OONC FOUNDATION WALL WITH 36" W, X 1'-0" G. P. COHO. FOOTING CONT.) W/W W M. IN WALL AND FOOT NC, PROV. 10" STL ANCHOR BOLTS FOR SILL PLATES Of LIGHT FRAME CONST, (1/2" ANCHOR BOLTS EMBEGOED INTO CONCRETE @ NO MORE THAN 3'-0" O C ~ 1'~0" AWAY FROM EACH CORNER (TYPICAL AROUND FOUND, PERIMETER) OFFICE SET 10.31.07 ,,' 0 0 D0 D0~ ~0 ~0 ~0 · q ~ m ~ o dg ~ o ~ D~ D0 ~o ~ ~ q q o 1/4" = 1 'o" FOUNDATION P~N A-O 2" × 10" ACQ, RIM BOARD PROV CONff NUOUS 1 3/4" X 11 7/8" "GP - ~IBERSTRONG" RIM BOARD; 2- I 3/4"X 11 7/8" LVL MICROLL~M BO%FOM OF BEAM FLUSH WITH BOTTOM OF F.J. FIRST FLR WALLS ABOVE, ?ROV. CONTINUOUS I 3/4" X 11 7/8" "GP - FIBERSTRO-N~i" RIM BOARD. EXCEPT AREAS OF OPENINGS, (TYP. ALL PERIMETER AREAS). 3- I 3/4" X 11 T/8" 2- I 34"Xll 7/8 LVL MICROLLAM HEADER 2 1/2"X 11 7/8" WI 60~ ~@16" C.C. (TYP, ALL) il OF REAM FLUSH WITH BOTTOM OF F,J ; -¢16" O,C, (TYP ALL) I I'1 ~@16" O,C (TYP, ALL) ~@16" C.C. (TYP. ALL) P, LOAD "F" LOAD FROM ABOVE - 250 LBS, ~AL P. LO~D FRO~ ABOVb 2 1/2" X 11 7/8" WI 60~ ~@16" O,C, (TYP. ALL) 3~ I 3/4" X 11 7/8" LVL MICROLLAM BEAM WITH 1- 3/8" STL, pLATE V,I.F. LENGTH IN 2- I R/4" X 11 7/8" LVL MICROLLAM HEADER ' II " ", '1 'l 2 1/2" X 11 7/8" WI 60- ~@18" O.C (TYP ALL) 2- I 3/4"X 11 7/8" /LVL MICROLLAM HEADER I 3/4" X 1117/8" LVL MICROLLAM HEADER 2 1/2" X 11 7/8" WI 60~ ~@16" O.C (TYP, ALL) 2" X 10" ACQ. RIM BOARD 2 1/2" X 11 7/8" WI 60~ ~@16" O.C, (TYP. ALL) FIRST FL. DECK FRAMING PLAN 2" X 10'r ACQ. RIM BOARD PROV, DOUBLE AS REQUIRED, (TYP ALL AREAS) "--. pROV CONTINUOUS I 3/4" X I I 7/8" "GP - FIBERSTRONG" RIM BOARD, EXOEPTAREAS OFOPENINGS (TYp, ALL PERIMETER AREAS), 2- I 3/4" X 11 7/8" //LVL MICROLLAM HEADER Il '~' ~ PROV CONTINUOUS I 3/4" X 11 7/8" "GP - FIBERSTRONG" RIM BOARD. EXCEPT AREAS OF OPENINGS (7WP ALL PERIMETER AREAS) OFFICE SET 9.20,07 0 h~o ~ z D~ ~ DO ~ ou o~ o~ o~ o o q I mO'mO ~0 mO q q q q 1/4" = 1 '0" FIRST FLOOR FRAMING P~NS A-1.1 MICROLLAM HEADER BELOW F.J DECKING MATERIAL TO LAY ON SLEEPERS. BLEEPERS TO BE GLUED TO EPDM, DO NOT NAIL SLEEPERS INTO EPDM. PROV. DBL. I 3/4" X 11 7/8" LVL MICROLL~M HEADER (FLUSH) 3/4" X 8" MICRO. 16" O C (T'fP SU~4ROOM~ 3/4" X 8" MICRO. ~6" o.o ¢~P SUNROO~ LOAD P, LOAD"D"ABOVE ~242 LBS, P, LOAD PROV. 3 - I 3/4" X 11 7/8" LVL MICROLLAM HEADER (FLUSH) . LC DBL. I X 11 7/8" PROV DBL. I 3/4" X 11 7/8" LVL MICROLI-~M HEADER BELOW F,J. PROV. DOUBLE 11 7/8" F,J. UNDER ALL PARTITIONS, BLOCK AS REQUIRED. (T~P. ALL AREAS), 2ND. FL. DECK FRAMING PLAN PROV. DOUBLE 11 F.J UNDER ALL PARTITIONS, BLOCK AS REQUIRED. (T~'P ALL AREAS) DBL. I /8" LVL MICROLLAM BO%FOM OF BEAM FLUSH WITH BOTTOM OF F,J. OFFICE SET 9.20.07 zL~ m 0 o_ 0 0 z o wz ~z 5 o~ o~ 0~ , og o~ o~ og 0~ 0~ 0B 0~ 1/4"= 1 '0" SECOND FLOOR DECK F~MING P~N AREA OF ROOF ABOVE REAR PORCH PROV CONT, CUT 2' X 10" SUB FASCIA (TYP, ALL AREAS). BEAM (TYPICAL) LVL MICROLLAM BO%I OM OF BEAM FLUSH WITH 2" X 10'' _1 MICROLLAM HEADER ABOVE DOOR OPENING. OF BEAM FLUSH WITH BO~FOM OF F J, I 3/4" X 11 7 PROV, CONTINUOUS I 3/4" X 11 7/8" r'Gp - FIBERSTRONG" RIM BOARD EXCEPT AREAS OF OPENINGS, (TY'P. ALL PERIMETER AREAS) PROV 3- I 3/4" X 11 7/8" LVL MICROLLAM HEADER ABOVE DOOR OPENING '~,2 - I 3/4" X 11 7/8" LVL MIOROLLAM BO~I OM OF BEAM FLUSH WITH BO]TOM OF C,J. ~PROV CONT, CUT 2" X 10" SUB FASCIA (TYP, ALL AREAS) 2 1/2" X 11 7/8" WI 60 C.J ~16" O.C. (TYP. TRAY CEILING) 2ND. FL. CEILING FRAMING PLAN AREA OF ROOF ABOVE REAR PORCH PROV 2~1 3/4"X 11 7/8" LVL HIP BEAM (TYPICAL) BO~q'OM OF BEAM FLUSH WITH BO]q'OM OF C.J. DBL. I 3/4" X 11 7/8" LVL MICROLLAM BO~I OM OF BEAM FLUSH WITH BO]TOM OF C,J %%PROV. METAL JOIST HANGERS FOR TRAYCEILING OFFICE SET 9.20.07 · rS) (0 0 a_ T 0 ~- m ~ ~ mm 1/4"=1'0" SECOND FLOOR CLG. FRAMING P~N A-2.2 MICROLLAM BEAM IN CLNG, OF 2NB FLOOR ~'%. PROV. DBL 2"X 12" R.R %.... PROV CONT CUT 2" X 10" SUB FASCIA (TYP, ALL AFIEAS). ~ . PROV 2 - 1 BEAM (TYPICAL) PROV. I 3/4" X 14" LVL RIDGE BEAM LOAD - 670 LBS/LIN FT, WALL PARTITION BELOW (TYP,) 16" O,C, PROV, 2 - I 3/4" X 11 7/8" LVL HIP ~ BEAM (TYPICAL) PROV DBL, 2" X 12" Fi Fi, ../ ROOF FRAMING PLAN PROV. I 3/4" X 11 7/8" LVL HIP BEAM (TYPICAL OCTAGON AREA)'-... ROOF FRAMING PLAN 2" X 12" R.R 16" O C PROV, 2- I 3/4" X 11 7 HIP BEAM (TYPICAL) PROV, 2 - I 3/4" X 11 7/8" LVL HIP BEAM (TYPICAL) DBL. MICROLLAM HEADER BELOW. PROVCONT, CUT2 X10 SUB (TYP, ALL AREAS) 2" X 10" R,R, _. PROV I 3/4~'X 11 7/8" LVL HIP BEAM (TYPICAL OCTAGON AREA) OFFICE SET 9.20.07 obbl 0 0 - q q q q q q 1/4"= 1 '0" FRAMING P~N A-2.3 GENERAL NOTES 1, ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, STATE & LOCAL BUILDING CODES AND ORDINANCES, 2, BEFORE COMMENCEMENT OF WORK, THE GEN'L, CONTRACTOR SHALL FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION, 3, THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN, 4, THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO TO ALL APPLICABLE CODES. 6, THE GEN'L CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS RELATED TO THE WORK OF THIS CONTRACT. GEN'L. CONTRACTOR SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT UNLESS OTHERWISE NOTED, 7, THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED, 8. ANY "EXTRAS" FOR ANY AND ALL FIELD CONDITIONS / SUBSTANTIAL CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK, 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING, PROVIDE DOUBLE HDR, JOISTS AT ALL OPENINGS, REFER TO CONSTRUCTION DWG'S. FOR SIZES, 10, ALL FF',MING LUMBER TO BE DOUGLAS FIR #2 OONST, GRADE OR LQ, 11, ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT, SHEATHING, 12, THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK, NOTE PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE DESIGN. ALL OF THE LOAD CALCULATIONS & STRUCTURAL PLANS COMPLY WITH ALL OF NESN YORK CONSTRUCTION CODE BASED ON FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. CONSTRUCTION LEGEND /¢¢/¢/// NEW EXTERIOR PARTITION - 2" X 6" WOOD STUD WALL W/1/2" CDX PLYWOOD. EXTERIOR SHEATHING ( TYVEK WRAPPED & TAPED). SIDING - 5" EXPOSURE 'R&R". WEAVE ALL EXTERIOR CORNERS EXCEPT WHERE NOTED ALL EXTERIOR TRIM AS NOTED ON THE CONTRUCTION PLANS, NEW INTERIOR PARTITION - 2'~ X 4" WOOD STUD WALL W/ 1/2" CDX INTERIOR SIDE - I LAYER 1/2" GYP, BU. SCREWED/TAPED BOTH SIDES. INTERIOR TRIM - 3 1/2" SQUARE POPLAR TRiM W/OGEE "ROUTE" ON ALL DOORS~VINDOWS E" SQUARE POPLAR BASE W/OGEE "ROUTE". ALL WINDOWS W/BO~FOM SILL, U.O,N. PROVIDE MOISTURE RESISTANT GYP. ED, (GREEN ED,} FOR ALL BATHROOM WALLS AND CEGS. PROVIDE CEMENT WALL ED, FOR ALL AREA RECEIVING TILE, INCLUDING FLOORS, INTERIOR PAINT- TO BE "BENJAMIN MOORE" U,O.N,, ONE COAT PRIME & TWO COATS SATIN FINISH (COLORS T,B,D, BY OWNER) U.O.N. ALL TRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MILDIClDE ADDITIVE, -- HARDWOOD FLOORING - #1 RED OAK 2 1/4"W,,16LB, FELT UNDERLAY, FINISH - 3 COATS OF CLEAR SATIN POLYURETHANE (PACIFIC BRAND), SUB-FLOOR - 3/4" THICK PL~NOOD GLUED AND NAILED, SUB-FLOOR - 8/4" THICK PLYWOOD GLUED AND NAILED (TILE AREAS), TI LE LEG END (NOT APPLICABLE) 10" CERAMIC TILE - "AMERICAN OLEAN' TILE OR APP, EQUAL TILE BORDER W/20" TILE ON A 48° TO BE INSTALLED OVER 1/2" CEMENT BOARD, U,O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN, AC/I IEATING NOTES PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, PROVIDE ~VVO ZONE HEATING AND COOLING SYSTEM CONSISTING OF; ONE "BIASP 5 SECTION CAST IRON BOILER WITH RIALLO BURNER, (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED. PROV. 6~ DIA. "ZERO CLEARANCE" FLUE ONE VAIJGHN 70 GAL. INDIRECT HOT WATER HEATER, UNLESS OTHERWISE NOTED, ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, FTC,, AND ONE (GAS FIRED SYSTEM), UNLESS OTHERWISE NOTED, TVVO "RUUD" (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS OTHERWISE NOTED. · WO "RUUD' (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSORS UNLESS OTHERWISE NOTED. TWO HOT WATER COILS, CEILING/FLOOR OUTLETS AS PER ENGINEERING SPECIFICATIONS. ONE RETURN ON SECOND & FIRST FLOORS, NOTE', ADD ANTI-FREEZE TO ENTIRE SYSTEM, INSULATION NOTES PROV. ADDITIONAL 3/4" FOIL FACED FOAM BOARD UNDER ALL NEW CONSTRUCTION, NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-21 FOIL FA, HIGH DENSITY INSULATION BY ~CERTAINTEED' OR APPROVED EQUAL. NEWA~rIC/ROOF: R-38 KRA~r-FA. INSULATION ByIOERTAINTEEDI OR APPROVED EQUAL, CRAWL SPACE: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES INTERIOR WALLS: R-21 BA~F INSULATION GARAGE CEILING: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES DEMOLITION LEGEND ~ EXISTING DECKTO ........... ~TO BE REMOVED ........... EXISTING EXTERIOR WALL TO BE REMOVED EXISTING DOOR/WINDOW TO BE REMOVED ELECTRICAL LEGEND NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & REGULATIONS OF THE N,Y,B,F,U, AND A CERTIFICATE FROM THE N,Y.B.F,U, IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB, THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES, ALL OTHER ELECTRICAL EQUIP, TO BE SUPPLIED BY ELECTRICAL CONTRACTOR, ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA' COLOR T,B,D, RECESSED DOWNLIGHTS TO BE "LIGHTOLIER" OR APP, LQ, TRIM - WHITE. NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS, BOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC DEVICES WITH CLIENT, ~ DUPLEX ELECTRICAL RECEPTACLE (~f~DD DOUBLE DUPLEX ELECTRICAL RECEPTACLE ~so DUPLEX SEPARATE CIRCUIT RECEPTACLE (~eFI DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE $ WALL SWITCH Sa 3-WAY WALL SWITCH $ 4-WAY WALL SWITCH $ RECESSED DOOR ACTIVATED SWITCH RECESSED DOWNLIGHT (100W) "LIGHTOLIER" OR APP, LQ, EXTERIOR RECESSED DOWNLIGHT (100W) "LIGHTOLIER" OR APP, LQ, CEILING MOUNTED JUNCTION BOX WALL MOUNTED JUNCTION BOX WALL MOUNTED DUAL SPOTLIGHT NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT WITH DUAL SWITCH AT WALL, FIXTURE TO BE SUPPLIED BY OWNER, ~EF NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST FAN/LIGHT WITH DUAL SWITCH AT WALL, "BROAN" HEAVY DUTY UNIT OR APP. EQUAL, <~T NEW TELEPHONE RECEPTACLE 4o NEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT. CONTROL BOX) <~ST NEW STRUCTURED CABLE (TO BE WIRED TO CENT, CONTROL BOX) 0SD SMOKE/CARBON MONOXIDE DETECTOR: TO BE WIRED TO CENTRAL CONTROL BOX. [IDB NEW DOORBELL LEL~ FLUORESENT 21X 41 LIGHT FIXTURE PROVIDE ALLO~0~NA~:~JEO~R a GENERAT~OR--bOOcA~N T,B,D. THE FOLLOWING APPLIA~N BY GENERATOR: BOILER, H~Q~TEF~R., REFRIG,, KITC~N~2N~T~OYER LT, PLUMBING LEGEND PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS Op INDICATED ON CONSTRUCTION PLANS. FOLLOW ALL NECESSARY N.Y.S, AND LOCAL P~UMBING CODES THAT APPLY TO WORK 'TO BE COMPLETED. PROVIDE ALL NECESSARY DRAIN VALVES FOR WINTERIZATION. REF, TO CONSTRUCTION PLANS FOR FIXTURE TYPES. ALL WASTE LINESIARE TO BE INSULATED WITH SOUND ATTENUATING INSULATION~ (TYP., ALL AREAS) ~HB PROVIDE FROBT FREE HOSE BIBS. OS SHOWER HEAD (FROST FREE SHOWER BODY) GA~ LINE FOR: BBQ, DRYER & OVEN: GAS TANK LOCATION A~ NOTED G ON SITE SURVEY, WITHIN T~E INNER GRASS AREA OF THE CIRIOUL~R DRIVEWAY, NOTIFY OWNER IN CASE OF RELOCATION. BATHROOM FIXTURES: BY KOHLER (VERIFY WITH OWNER) TOILETS: OlMARRON COMFORT HEIGHT TWO PIECE - K-3497-F~A SINKS: THOREAU UNDERDOUNTER LAVATORY - K-2907-4U RINK FAUCETS: FORTE WIDESPREAD LAV, FAUCET- K-10272-4G SHOWER TRIM KIT; FORTE ESSENTIALS PERFORMANCE PACKAGE - K-10827-4 PROVIDE CUSTOM SHOWER PANS PROV. ALL NECESSARY PLUMBING VENTS SHOWER BODIES BY "KOHLER" PROVIDE TOILET SEATS VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE GLASS SHOWER DOORS BY OTHERS KITCHEN FIXTURE LIST: KITCHEN SINK: UNDERTONE - K-3183 FAUCET: AVATAR SINGLE CONTROL PULLOUT FAUCET - K6350 VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE. ALL SUPPLY &WASTE LINES ARE TO BE INSULATED WITH SOUND Aq~ENUATING INSULATION, (TYP. ALL) ALL FIXTURES TO BE PURCHASED AND INSTALLED BY THE PLUMBER. DOOR SCHEDULF FIRST FLOOR DOOR # WIDTH: HEIGHT DOOR MATIL, OPERATION: LOCATION: NOTE: G.C, TO VERIFY W/OWNER ALL SIZES, STYLES, TYPES, DP ALL INT. & EXT. DOOR PRIOR TO ORDER, G,C. TO VERIFY ALL SIZES, STYLES, TYPES, & EGRESS COMPLIANCE OF ALL INT. & EXT, WINDOWS PRIOR TO ORDER, WINDOW LEGEND: ALL WINDOWS TO BE ANDERSEN CASEMENT WHITE EXTERIOR PRIMED INTERIOR - BRUSHED CHROME HARDWARE, SIMULATED DIV, LT WERE SPECIFIED, WINDOW SPECS ANDERSEN ROUGH ROUGH REFERENCE OPENING OPENING QTY, PANEL NOTE: REF NUMBER WIDTH HEIGHT Q 0XW245 6'-0 1/8" 4'-5 3/8" 4 EGRESS (~) CTR51 1 10 6'-0 1/8" 1'-0 1/2" 4 TRANSOM ~ GLASS BLOCK 2'-0" 2'-0" I CUSTOM V,I,F, ~ CTR2010 2'-0 6/8" 1'-0 1/2~' 1 TRANSOM INT./EXT. TRIM: INTERIOR WindeorONE CLASSIC COLONIAL OR APPROVED EQUAL NOTE: CONTRACTOR SHALL NOTLFY THE ARCHITECT PRIOR TO ANY AND ALL CHANGES TO THE CONSTRUCTION DRAWINGS DUE TO FIELD CONDITIONS. CLIENT REQUESTS, AND OR GENERAL CONTRACTOR REVISIONS. BASE MOLDING: WOBM001 WINDOW SILL: .(PICTURE FRAME) VERIFY W/OWNER PRIOR TO ORDER, WINDOW & DOOR CASING: WOMB001 ~ WOOS001 CROWN MOLDING: WOOM001 -VERIFY WITH OWNER VERIFY W/OWNER TRIM ORDER PRIOR TO PURCHASE, ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLES~S OTHERWISE NOTED, EXTERIOR AZEK TRIMBOARD OR APPROVED EQUAL WINDOW & DOOR TIM: PICTURE FRAME - 5/4" X 6" AZEK CORNER BOARD TRIM: 5/4" X 8" ~ZEK FREEZE BOARD: 5/4" X 6" AZEK FASCIA TRIM: 5/4" X 3" V,I.F. AZEK SOFFIT MATERIAL' 1/2" X 5 1/2" AZEK BEADBOARD ALL EXTERIOR TRIM TO BE PAINTED WHITE, VERIFY MATERIAL TYPE WITH OWNER PRI~ TOP OF WINDOW FIN. FL, ELEV, QTY- I QTY- 1 (1) 4I-0', X 6'-0II (1) 4'-0" X 6'-0'I (2) 1'-2" X 6'-0" (2) 1'-3" X: 6'-0" 6'-8" 7'-9" .ill <Al> I II II QTY- 4 QTY- 2~ (1) 4'-0" X 6'-8" (1) 4'-6" X( 7'-9" (2) 2'-4'I X 6'-8" (2) 2'-4I' X( 6'-8" DRAWING LIST A-N DRAWING NOTES A-1D DEMOLITION PLAN A-0 FOUNDATION PLAN A-1 1st FL. CONSTRUCTION PLAN A-1.1 1st FL. FRAMING PLAN / DETAILS A-2 2nd FL. CONSTRUCTION PLAN A-2.1 2nd FL. FRAMING PLAN A-2.2 2nd FL. CLG. FRAME PLAN A-2.3 ROOF FRAMING PLAN A-2,4 ROOF PLAN A-3 BUILDING SECTION A-4 BUILDING ELEVATIONS A-4.1 BUILDING ELEVATIONS A-4.2 BUILDING ELEVATIONS A-4,3 BUILDING ELEVATIONS A-5 INTERIOR ELEVATIONS A-6 ENERGY CALCULATIONS A-7 NAILING SCHEDULE/ A-8 PLUMBING RISER DIAGRAM REFER TO A, 1 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS, I 1/2" #8 WOOD SCREWS E'-0" < PANEL 2'-0" < PANEL SPAN SPAN < EL0'' SPAN < 6'-0" ALTERNATIVE FOR OPNG, PROTECTION WOOD STRUCTURAL PANELSWlTH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8I-0I' SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS, PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACRMENT HARDWARE PROVIDED, ~F/~LF~R1 ~)9~4ECTI O N 1609,1,4 ADD 1609,6.S AND TABLE 1609,1.4) : TABLE 1609.1.4 ~VINDBORNE DEBRIS PRC fECTION FASTENING SCHEDULE o-u < PAN:L. =ABTENEB TYPE =ANEL SPAN ~'-0"< PANEL ¢'-0" < PANEL 6'-0" < PANEL 1/2" #8 WOOD SCREWS 16 16 16 12 .QTY- 2 [,~Ri . QTY- 2 I, 61 ,Iii Ol)Ii Ii Ii ® QTY- 3 l CONFORMING i OFFICE SET 1 SIDE YARD SI D E "~AORR~vll N G SETBACK L.6 ......................... = .............. ;~ SETBACK EL. ~A"~%~T 7.11.07 THESE DRAWINGS AS INSTRUMENTS Of SERVIC~ ] ARE THE SOLE PROPER~Y OF THE ARCHITECT, NO NORTH ELEVATION QTY- 2 QTY- 3 QTY- 1 (1) 4'-0" X 8'-0" (3) 4'-0" X 4'-8I' (2) 2'-4" X 8'-0" (4) 2'-4" X 4I-8'' z~ z nz toO coo too q q q AS NOTED DRAWING NOTES DWG. NO.: A-lq r ....... ~ ..... ~=====~.-ZZZ~-~ZZ'~=E_-di-,-~Z-_ZZ-~:EE~IZZZZZT-~-------Z~EEEE~ZZ-ZZZZZZZZTa~ II- .... ~ % ,/ II -__ZZZZZZ-ZZ-ZZZZ__~__ZZZZ__ZZZ-ZZZ E f--? ............. ~ ~ % ................................... ~ I ~ ...... ~] ,, ,L ~ '~, --- ~L J iii ~ L --- ~ .... ~L ...... ~ ! ,, . ~7,-4,, f ~ a ~ .... ~__2~_L ..... z-- ~-[ II I ~--r .................. ~ .......................................... ]= ....i i Il ~ i ,, ---_-- , i ,,~ 7.11.07 ~.~~--~-- FIRST FLOOR AND DECK TO BE REMOVED ~-' ~_dEd o · q q q SCALE: 1/4" = 1 '0" DWG. NAME: P~N A-1 D 8" P CONC. FOUNDATION WALL WITH 1'-4" W. X 1'-0" D. FOOTING CONT. W/W.W.M. IN WALL AND FOOT PROVIDE 16 I /4"X8 1/4" OPENING IN p. CONCRETE FOUND. WALL. VENT SHALL BE A MAX, OF 1-0" ABOVE FIN. SLAB. (1 VENT) MIN. 2" ABOVE FIN, GRADE (MODEL 15-40-520 V,I,F ) PROV. "WATCHDOG" WATER PROOFING ALONG PERIMETER OF FOUND, WALL BELOW FIN. GRADE. INCLUDING PARGED JOINT BETWEEN FOUND, WALL AND FOOTING (TYP, ALL AREAS) PROV. DEL, 2" X 6" SILL PLATE TOP OF FOUNDATION WALL PROV. 1/2" DIA. X 10" b STEEL ANCHOR BOLTS FOR SILL PL. OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO CONCRETE @ NO MORE THAN 3~-0~' C.C. @ 1~-0'' AWAY FROM EACH CORNER (TYPICAL AROUND FOUND, PERIMETER) CUT OUT 16 1/4" X 5 1/4" OPENINGS IN GARAGE DOOR PANELS, ALL VENTS SHALL BE A MAX, OF 1~-0'' ABOVE FIN, SLAB (10 VENTS) (MODEL 15-40-520 VLF,) PROV, @GARAGI 4" P. CONC. SLAB- 1/8" / FT. SLOPI PROV. W.W.M, IN SLAB OVER GRAVEL TAMPED BABE. PROV. 6 1/4" OPNG, IN CONC, WALL PROV, 6" PVC FLOW THRU PIPE, SCREENED MIN, 2" ABOVE SLAB PROV, 8" DIAM, P, CONC, CASON ON TOP OF A 1'6" X 1'6" 10" DEEP POURED CONC. FTNG. ('FYP. ALL) PROV, CONT. 2 - 2" X 10" ACQ. GIRDER BOLTED TO 4" X 4" ACC. POST CFYPICAL ALL) PROV, 4"X4"ACQ, POST (TYPICAL ALL) PROV. 8" DIAM. P. CONC. CASON GIRDER BOLTED TO 4" X 4" ACQ. POST (T*Y'PICAL ALL) % 30L6" --2'-11 PROV, B¢'w X 12" D 5" BEAM POCKET I II SLOPE J SLOPE PROV. IdD. E~1 231.5" pRov 5/8" F.R, SHEETROCK / WALLS & CEILINGI OF BASEMENT ARF~, / (DO NOT INCLUDE PERIMETER CONO, WALL) '1 I I '1 II 7'-10I~ 135° 11 II II 135° PROV, '~VATCHDOG" WATER PROOFING ALONG PERIMETER OF FOUND. WALL BELOW FIN. GRADE. INCLUDING PARGED JOINT BETWEEN FOUND. WALL AND FOOTING (TYP, ALL AREAS) PROV. 1/2" DIA. X 10" L. STEEL ANCHOR BOLTS FOR SILL PE OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO CONCRETE @ NO MORE THAN 3'-0" C.C. @ 1'-0" AWAY FROM EACH CORNER (TYPICAL AROUND FOUND. PERIMETER) 135° PROV. 4" X 4" ACC. POeT ~PICAL ALL) .491.2,,. FOUNDATION PLAN BASEMENT 2219 S.F. 8" P. OONC, FOUNDIATION WALL WITH 1'-4" W. X 1'-0" D. P. OONC, FOOTING (CONT.) V~V/W.W.M. IN WALL AND FOOTING. 10 BTU ANCHOR BOLTS FOR SILL PLATES OF LIGHT FRAME CONST. (1/2" ANCHOR BOLTS EMBEDDED INTO CONCRETE @ NO MORE THAN 3'-0" O,C, @ 1~-0" AWAY FROM EACH CORNER (TYPICAL AROUND FOUND, PERIMETER) OFFICE SET 7.11.07 0 0 ~g ~do z~z-¢ mo m0 ~0 1/4" = 1 '0" A-O SEC. "A" MEDIA ROOM UTILITY RM. BATH 8'-2" X 8'-2" 2L2" W, X 2~-2" H, GLASS BLOCK CXW245 BEDROOM #3 61 17' BO BO 11 '-6" ¢ , 61 BEDROOM #2 SEC. "A" LAUNDRY RM. 6'-0" X 9'-6" BEDROOM #4 12'-0" X 13'-16'' BATH 2~-2" W, X 2'-0" H ) 0W345 )CTRT010 FIRST FLOOR P~I__~N 1 ST. FLOOR MAIN DECK 2,275 S.F. 989 S.F. BEDROOM #1 OFFICE SET 7.11.07 o LI.I m 0 ~0 m0 ~0 1/4" = ~ '0" FIRST FLOOR P~N PROV, CONTINUOUS I 3/4" X 11 7/8" "GP - FIBERSTRONG"' RIM BOARD, EXCEPT AREAS OF OPENINGS. (TYP. ALL PERIMETER AREAS), 21/2" X 11 7/8" WI 60- -@16~ O,C. (TYP, ALL) PROV. CONTINUOUS I 3/4~ X 11 7/8~ "GP - FISERSTRONG" RIM BOARD. EXCEPT AREAS OF OPENINGS. (TYP, ALL PERIMETER AREAS). II FIRST FLR. WALLS ABOVE, PROV. CONTINUOUS 1 "GP ' FIBERSTRONG" RIM BOARD. EXCEPT AREAS OF OPENINGS, ALL PERIMETER AREAS). PROV, CONTINUOUS "GP - FIBERSTRONG EXCEPT AREAS OF OPENINGS. OYP. ALL PERIMETER AREAS). 8" C.C. [[YP. ALL) RIM BOARD Jlllxlll I Illl,lx¢l II(IXl~ll~l I I×l/ll I I ~lx -!!!l!!iii :~) ,II II !!(1111)11 I dill;Il II II :lib ~ od oo I, ,, II I ,, 2" X 10" ACQ. RIM BOARD 2" X 10" ACQ, RIM BOARD 21/2'~ X 11 7/8" WI 8(3- ~@16" O,C. (TYP. ALL) I I 21/2" × 11 7/8" WI 60. -@16" C.C. (TYP. ALL) I II 2 1/2"X111 7/8 W 60__ -@1o. ,p4c. crYP. ~LL) II ~1 I I // -~16" C.C. (TY'P, ALL) II 21/2" X 11 7/8" WI 60- -@16" O,C. (TYP. ALL) II 21/2"Xll 7/8"WI60- I %1 I -@16" C.C. (TYP. ALL) i 21/2" X 11 7/8" WI 60._ -@16" O,C, (TYP ALL) 21/2" X 11 ~/8",W160.. --@16" C.C. (T'CP;'ALL) PRO¥. DOUBLE I 3/4" X 11 7/8" F,J. UND,ER ALL PARTITIONS. BLOCK AS RIEQUIRED. (TYP, ALLAREAS), BOARD, EXCEPT AREAS OF OPENINGS. (TYP. ALL IPERIMETER AREAS), 2" X 10" ACQ 21/2" X 11 7/8" WI 80- -@16" O,C. (TYP. ALL) 3/4" X 11 7/8~ "GP ,- FIBERSTRONG" RIM BOARD, EXC',EPT AREAS OF OPENINGS. (TYP. ALL PERIMETER AREAS). FIRST FL. DECK FRAMING PLAN OFFICE SET 7.11.07 0 1/4" = 1 'O" FIRST FLOOR FRAMING P~S SUN ROOM (SCREENED) 10'-0" X 18L6" GREAT ROOM KITCHEN 14'-2" FWG 12068-4 DECK DINING ROOM ELEV, ~ DM-. SEC. "A" POWDER RM. LAUNDRY M. BATH 11'-4" X 1 3'-0" SWITCH 14' CL. %' 7' CTR5210~ 0X245 CTR5210 SEC. "A" 0W345 CTR?010 M. BEDROOM OFFICE SET SECOND FLOOR PLAN 7.11.07 2ND. FLOOR UPPER DECK SUNROOM 1,902 S.F. 258 S.F. 200 S.F. o Ul IJJ 0 . toO _mm too ~o~ too too m_u.__ m_u. ¥ ~ ~ o 1/4" = 1 *0" S~_O, ON~ FLOC P, PLAN A-2 DEL 1 OF BEAM FLUSH WITH DBL. I ~ OF BEAM FLUSH WITH BO]~-OM OF F.J. DBL. I 3 11 OF BEAM FLUSH WITH 2ND. FL. DECK FRAMING PLAN DEL OF BEAM FLUSH WITH BO'f%OM OF F.J. OFFICE SET 1 7.11.07 m o t.l.I 0 . 0 @ ° mO ~0 mO mO 1/4"= 1 '0" FLOOR DECK FRAMING PLAN A-2.1 OF BEAM FLUSH WITH BO"FrOM OF F.J, PROV. CONTINUOUS 1 "GP - FIBEBSTRONG" RIM BOARD, EXCEPT AREAS OF OPENINGS, CCYP. ALL PERIMETER AREAS). OF BEAM FLUSH WITH 2ND. FL. CEILING FRAMING PLAN PROV, 2 - 2" x 10" HEADER AT ALL WAILL, DOOR AND WINDOW OPGS. U.O.N. (T*FP. ALL AREAS) OF BEAM FLUSH WITH BOI~OM OF F.J. OFFICE SET 7.11.07 m 0 ~~ ~z- 1/4" = 1 'O" FLOOR CLG. FRAMING P~N A-2.2 PROV CONT. CUT 2" X 10" SUB FASCIA (TYP, ALL AREAS), BEAM (TY'PICAL) PROV CONT, CUT 2" X 10" SUB FASCIA CI~P. ALL AREAS). PROV. 2 - I 3/4" X 11 7/8" LVL HIF BEAM (TYPICAL) PROV, 2 - I 3/4" X 11 7/8" LVL RIDGE BEAM ~TY'PICAL) WALL PARTITION BELOW PROV, 2 - I 3/4" X 11 7/8" LVL HIP BEAM (TYPICAL) ~. 2" X 12" R.R, 16" O.C. =ROV CONT. CUT 2" X 1 O' SUB FASCIA (TYP. ALL AREAS), ROOF FRAMING PLAN 6" C.C. PROV, B - I 3 7/8" LVL HIP BEAM (TYPICAL) PROV. 2 - I 2 7/8" LVL HIP BEAM (TYPICAL) WALL PARTITION BELOW ¢rYP ~ PROV. I 3/4" X 11 7/8" LVL HIP ('~PnCAL OCTAGON AREA) PROV. 2 - I 3/4" X 1 1 7/8" LVL HIP (TYPIICAL) PROV CONT. CUT 2" X 10" SUB FASCIA (TYP. ALL AREAS), 2" X 12" 16" C.C. PROV. 1 3/4" X 11 7/8" LVL HIP (T~PICAL OCTAGON AREA) OFFICE SET 7 ."11.07 0 SCALE: 1/4"= 1 '0" DWG, NAME: ROOF FRAMING P~N A-2.3 ROOF PLAN OFFICE SET 7.11.07 FIN, FL. ELEV, PROM. ' PROM, 1/2" ACQ, PLY. SHEATH. ON TOP OF FOUNDATION WALL, ( TYPICAL ALL PERIMETERS) 2" X 6" WOOD STUDS PLY~VOOD SHEATHING. PROM. 2 - I 3/4'I X I 1 LVL HEADER & DOOR OPENINGS IN LIEU OF "FIBERSTRONG~I RIM BOARD. (TYP ALL PERIMETER AREAS). PROM. 6 SIDING , "CERTAINTEED" OR APP. R - 21 HIGH DENSITY FOIL FACE INSULATION. (TYPICAL ALL SURFACES). FIN. GRADE PARGE W/ CONCRETE CEMENT. (AREAS AS SHOWN ON ELEVS.). B" P. CONC. FOUNDATION WALL WITH 1 '-4" W. X 1 '-0" D. P. CONC. FOOTING CONT.) W/W.W,M. IN WALL AND FOOT NC, PROV. CONT,"COBRA"RIDGEVENT (TYPICAL ALL RIDGE AND HIPS). BBB I 3 RIDGE BEAM ~.LL AREAS) ALL ~EILINGS (TYP.) SUB-FLR. ALI PROM. ~'SELECT" WOOD FLOORING PLAN. GYP, BD. ALL & CEILINGS (TYP.) O,C. 0YP. ALL) @16" O.C. (TYP. ALL) I I "GP - FIBERSTRONG" RIM BOARB. EXCEPT AREAS OF OPENINGS. (TYP. ALL PERIMETER AREAS) PROM. FOUNDATION WALL & RIM JOIST. PROM. DBL. 2~' X 6" ACC. SILL pLATE (TYPICAL ALL AR FT1AS) BUILDING SECTION "A" 2" X 12" R.R. (~ 16" O.C. ILATION. (~¢P, ALL AREAS) PROM, , PLY, SHEATHING f,'r¢ P. ALL AREAS) OVER 15 LB. FELT, (COLOR T.B.D.) PROM. "WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE SO"Iq'OM EDGE OF ROOF UP 2'-0" ~YPICAL) ALL ROOF SECTIONS) PROM. 5 ~D APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP, EQ. (T~P, ALL AREAS) 6" WHITE ALUMINUM GU~rER AND (TYPICAL ALL AREAS). PROM, CONT. "AZ. EK" BEAD BOARD 1" VENT (TYPICAL ALL AREAS) PROM. 5" EXPOSURE VINYL CEDAR SIDING ("CEDAR IMPRESSIONS" BY "CERTAINTEED" OR APP. EQUAL. RIM BOARD 'P. CONC. SLAB-1/8"/FT SLOPE PROV. W.W.M. IN SLAB OVER GRAVEL TAMPED BASE. DBL. I HEADER. PROM. 10" DIA, SQUARE FIBERGLASS COLUMN W/APPLIED {TYPICAL ALL AREAS). PROM. CONT 2 - 2" X 10" ACC. GIRDER BOLTED TO 4" X 4" ACQ. POST (TYPICAL ALL) PROM. 8" DIAM. P. CONC. CASON ON TOP OFAI'6"X I'E~10" DEEP POURED CONC FTNG. (TYP. ALL) IOFFTI'IC1E°¢ET I d~ ICl' . q ~ q 1/4" = 1 '0" BUILD~NG SECTIONS ;L.6 20' CONFORMING SIDE YARD SETBACK 13'-3" PROPOSED NON-CONFORMING SIDE YARD SETBACK ~ ~1'-0" ABOVE GR. WATER NORTH ELEVATION TOP OF WINDOW .... --% %'7" SI FIN, FL. ELEV. BASEMENT CLNG. HT. EL. 6 [ OFFICE SET 7.1 1.07 >- m 0 0 0 m0 m0 ~0 ~0 1/4"= 1 '0" ~O~TM ELEVATIONS A-4 1'- FIN. FL. ELEV. BASEMENT CLNG. HT, 12 PROV. "LIFETIME" "GAF" ASPHALT (TYP. ALL AREAS) OVER 15 LB, FELT, (COLOR T.B,D.) PROV. "WEATHERWATCH" UNDER- EAYMENT ALONG ENTIRE BO~I'OM EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS). 12 7 PROV. CONT "COBRA" RIDGE VENT (TYPICAL ALL RIDGE AND HIPS). 6" WHITE ALUMINUM GU~'ER AND LEADERS, (TYPICAL ALL AREAS), PROV, CONT, ' BEAD BOARD SOFFIT W/ SCREENED 1" VENT, (TYPICALALL AREAS) OVER 5/8" ACC. PLYWD. BLOCKING W/CONT, RENT WHITE COIL FLASH. FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP, LQ. (TYP, ALL AREAS) PROV. 5 4" "AZEK" TRIM W/5/4" X 2" "AZEK" TRIM OVER 5/8" ACC. PLYWD. BLOCKING W/CONT. BENT WHITE COIL FLASH. FILLALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP, EC~. (TYP. ALL AREAS) BEAD BOARD OVER 5/8" ACC, PLY~VD, BLOCKING, FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP, LQ. (TYP. ALL AREAS) WEAVE ALL CEDAR SHAKE CORNERS 0~'P, ALL AREAS U,O,N,) PROV. 5 EXPOSURE VINYL CEDAR SIDING ("CEDAR IMPRESSIONS" BY CERTAINTEED OR APR, EQUAL, EL.6 PROV. NEW 2" CUSTOM VINYL CONTINUOUS 4" 'AZEK" TRIM, FILL ALL NAIL HOLES AND APPLY TWO COATS "BENJAMIN-MOORE" PAINT OR APR. LC, (TYP. ALL AREAS ) PARGE WJ CONCRETE CEMENT. ~TYPICAL ALL EXPOSED AREAS). FACE OF COLUMNS, VERIFY STYLE W/OWNER, EL, 6 LU LU LU LU 1/4."= 1 '0" SOUTH ELEVATION A-4.1 SOUTH ELEVATION OFFICE SET 1 7.11.07 pROV. 5/4." X 7" "AZEK" FRIEZE BD. PILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP, EQ. (TYP. BOTH BIDES) 12 PROV. "AZEK" LOUVER VENT W/ (T'fPICAL BOTH SIDER) 35' MAX. 9~ EL. 7.6 9I FIN. FL. ELEV. EL. 6' PROV. "LIFETIME" 'I~iAF" ASPHALT INGLES (TYP. ALL AREAS) OVER 15 LB. FELT, (COLOR T.B.D.) PROV. IIWeATHERWATOBI' UNDER- L~YMeNT ALONG ENTIRE BOTTOM EDGE Of ROOF UP 2~-0I' CCYPICAL) All ROOf SECTIONS). 4 12 PROV. CONT. "COBRA" RIDGE VENT (TYPICAL ALL RIDGE AND HIPS). WHITE ALUMINUM GU~FER AND L ALL AREAS). 4 12 PROV. CONT. 1¢II:X51~""AZEKIi BEAD BOARD SOFFIT W/ SCREENED I"VENT.(TYPICALALL AREAS) PROV, 5/4" X 4'I IIAZEK'1 FRIEZE BD. OVER 5/8" ACC. PLY~/D. BLOCKING W/CONT. BENT W~HITE COIL FLASH. FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APR. EQ. (T~P., ALL AREAS) WEAVE ALL CEDAR SHAKE CORNERS CF'CP. ALL AREAS U.O,N.) PROV. 5/4" X 10" "AZEK" TRIM W/ ~4~I X 5'1 "AZEK TRIM OVER 5/8" ACC, PLYVVD. BLOCKING W/ CONT. BENTWHITE COIL FLASH. FILLALL NAIL HOLES AND ~APPLY 2 COATS "BENJAMIN--MOOF~E" PAINT OR APR. LQ. (TYP. ALIL AREAS) PROV. 5" EXPOSU RE VINYL CEDAR SIDING ("CEOAR ItMPRESSIONS" BY "CERTAINTEED" OIR APR. EQUAL. PROV. NEW: 4" 'IAZEK" TRIM. FILL ALL NAIL HOLES AND APPLY TWO COATS "BENJAMIN-MOORE" PAINT OR APR. iQ. (TYP, ALL AREAS ) E L. 8.6 PROVIDE "OPENING IN SHALL BE A MAX. OF 1-0" ABOVE FIN, SLAB. (1 VENT) MIN. 2" ABOVE FIN. GRADE (MODEL 15-40-520 V. h F.) PROV. "OULTUREID" STONE ON FACE OF COLUMINS. VERIFY STYLE W/OWNER. "OPNIG. IN CONO. WALL PROV. 6" PVC FLOW THRU PIPE, ELEVATION BO.-OM OF ELEV. 2.8 EAST w/OWNER, VENTS SHALL BE A MAX. OF 1 ABOVE FIN, SLAB (10 VENTS) (MODEL 15-40-520 V.I.F.) EL, 0.0' 35' MAX. EL. 7.6 OFFICE SET 1 7.11.07 EL.8.5 WEST ELEVATION k~l'-0" ABOVE GR, WATER I CONCRETE CEMENT, (TYPICAL ALL EXPOSED AREAS). FIN, FL, ELEV. BASEMENT CLNG. HT, ©,-; >- LLi 0 - ~ d ~ q 1/4" = 1'0" WEST ELEVATION A-4.3 FASTEST MILE WlNDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 82 (AMERICAN FOREST & PAPER ASSOCIATION 90 100 110 120 CONNECTION: NUMBER ROOF SPAN U I L IS U I L IS u L L Is U r L I s OF (FT.) REQUIRED CAPAC TY OF CONNECT ON (LBS) STORIES: 20 58 ~ 681 264 %. 681 206 ~ * 681 291 681 24 89 % I 325% 260~ 358 SILL PLATE TO I FOUNDATION 2 28 119 886 i1 314 426 CRAWLBAsEMENT)SPACE OR -- 32 149 ~ ,A. 447 .A. 388 iA. 493 CODES. 36 179 I ~ 509 % 422 / 561 24 58 '~43 421 128 '~76 421 206 413 421 291 254 421 WALLBO OM % \ 280 \ 8S8 I pLATE TO 28 89 170 FOUNDATION 2 32 119 211 314 426 (SLAB-ON-GRADE 36 149179 ~N,~ 294253 N~ 422368 N~ 561493 U = CONNECTOR UPLIFT LOAD. L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) · ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1,1,4, ~ TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF). ~ TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0,70 AND 0,85, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS ~ TABU LATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (WALLS SHEATHING WITH 7/16" STRUCT, SHEATHING A~rACI-IED W/8D NAILS SPACED 6" AT PERIMETER EDGES AND 12" AT INTERMEDIATE SUPPORTS), FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPA,CITY OF THE CONNECTION SHALL BE INCREASED, FASTEST MILE WlNDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3,3 (AMERICAN FOREST & PAPER ASSOCIATION 90 100 110 120 SPACING (IN.) (FT') REQUIRED CAPACITY OF CONNECTION (LBS)® 12 %193 191 280 264 %235 280 341 %284 280 427 339 280 2~ 325 , I 421 526 16 24 327 __~.% 447 ~ ~, 580 ~ 726 I I 28 371 ' 509 660 826 32 416 % 570 740 927 I 36 461 % 632 820 1027 I U" = CONNECTOR UPLIFT LOAD. L4 = CONNECTOR LATERAL LOAD, (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/2 X 15 PSF}. TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0,70 AND 0,85, RESPECTIVELY, FOR FRAMINIG NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS, ~ TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO FOUNDATION CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE REDUCED BY 66 PLF (2/3 X 100 PLF) FOR EACH FULL WALL ABOVE:. ' TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN ROOF HEIGHTS OF 1 ~ FEET OR LESS, THE TABULATED VAL~UES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.80. SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE 3,2A ALTERNATIVE TO TABLE 3,2 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2'' ANCHOR BOLTS 5/8" ANCHOR BOLTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (MPH) (MPH) ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN,) SPACING (IN,) SILL PLATE TO FOUNDATION* (CRAWL SPACE OR BASEMENT} 2 STORIES ALL~ 23 36 3" 19 28 WALL PLATE TO FOUNDATION* 1-3 STORIES (SLAB-ON-GRADE) 6" 36 57 U CONNECTOR UPLIFT LOAD, L CONNECTOR LATERAL LOAD. (pERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD, PARALLEL TO THE WALL) *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1,1,4, ~ ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF), ~ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O,C, (731 PLF) BUILT IN ACCORDANCE WITH SECTION 3,4.4, ~ ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C, (421 PLF) BUILT IN ACCORDANCE WITH SECTION 3,4 4, SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING UPLIFT PRESCRIPTIVE DESIGN TABLE 3.2B ALTERNATIVE TO TABLE 3,2 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS 8/8" ANCHOR BOLTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (MPB) (MPH) 981100 [ 110 ] 120 88I 100 ] 110 ] 120 ANCHOR BOLT FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SPACING (IN.) SPACING (IN.) SILL pLATE TO FOUNDATION* (CRAWL SPACE OR BASEMENT) 1-3 STORIES 72 72 72 72 72 72 72 7;2 WALL PLATE TO FOUNDATION 1-3 STORIES 40 33 28 25 51 42 36 3~2 (SLAB-ON-GRADE) RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENTS PRESCRIPTIVE DESIGN TABLE 32A ALTERNATIVE TO TABLE 3.3 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2'~ ANCHOR BOLTS FASTEST-MILE WIND SPEED (MPH) RAFTER/ WALL HEIGHT MAXIMUM ANCHOR BOLT CEILING JOIST (FT.) SPACING (IN.) SPACING (IN,) UPLIFT STRAP CONNECTION REQ. (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO- FO U N BAIIO N) PRESCRIPTIVE DESIGN TABLE 3.3B ALTERNATIVE TO TABLE 3.3 (AMERICAN FOREST PAPER ASSDC,) I 100 I 1'0 I 120 FRAMING SPACING ROOF SPAN NUMBER OF 8D COMMON NAILS (IN.) (PT,) END OF 1-1/4" X 20 GAGE STRAP~'~ 12 2 3 3 3 15 2 8 8 4 20 3 4 3 4 16 24 3 4 4 5 28 3 4 4 5 32 4 5 5 6 36 4 4 5 7 U4 = CONNECTOR UPLIFT LOAD L4 = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD, (PARALLEL TO THE WALL) ~TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CLG, D,L, 10 P,S,F.), IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUIMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END. ~FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS, THE TABULATED NUMBER OF NAILS SHALL BE PERMI~FED TO BE REDUCED BY 1 NAIL AT EACH OF THE STRAP FOR EACH FULL WALL ABOVE, CLEARANCE /-- WALL TOILET, BATH AND SHOWER SPACED SCALE: 1 '= 1/2" L WALL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. TO A 2 X 5 TOP pLATE, WALL WALL / WALL 24" CLEARANCE IN FRONT OF OPNG, WALL CLEARANCE TOILET, BATH AND SHOWER SPACED SCALE: 1 '= 1/2" 3" VENT TO APPROVED SAN ITARY SYSTEM 4" TRAP I 1/2" I 1/: -1/8" SLOPE PER 1' 9~ C,H. I 1/2" OFFICE SET PLUMBING RISER DIAGRAM 7.11.07 0 00 0 0 SCALE: 1/4"=1'0" DWG, NAME: NAILING & PLUMBING RISER DIAGRAM A-5 GENERAL NOTES I FAMILY DETACHED DWELLING ZO N E 11 B HEATING DAYS = 5750 COINCIDENT WET-BULB TEMP, 75 SUMMER DESIGN DRY-BULB TEMP. = 85 WINTER DESIGN DRY-BULB TEMP, 6 GLAZING "U" FACTOR = 0,45 MINIMUM EQUIPMENT PERFORMANCE GENERAL FLOOR PLAN 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS). 2. ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WiTH METAL CORNER REINFORCING, TAPE, FLOAT, AND SAND (3-COATS), 3. WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8", FIRE RATSD GYPSUM BOARD AT GARAGE SIDE WITH EL0" RETURN ON ADJACENT WALLS & CEILING. MANUFACTURED LUMBER REQ, 2 LAYERS OF S/8" FIRE RATED GYPSUM BOARD 4. ALL BATH/TOILET AREA WALLS AND CLG, ADJ, TO WET AREAS TO HAVE WATER RESISTANT GYP, BB., OR WALL TILE SET ON COHO. ED. OR APP, EQ, GENERAL FRAMING NOTES GENERAL ELEVATION NOTES 1 . EXT. FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES. 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE A~TIC VENTILATION & ROOF VENTS. 3. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. GENERAL PLUMBING NOTES 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ ALL APPLICABLE CODE AND SAFETY REQUIREMENTS, 2. IF WALL PLATES OR JOISTS ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR EQUIPMENT, PROVIDE BRACING TO THE FRAMING PER ALL APPLICABLE OODES, GENERAL HVAC SYSTEM NOTES 1 . MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE EQUIPMENT SUPPLIER, 3 HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING & SUBMIT IT TO GENERAL CONTRACTOR, OWNER, AND EQUIPMENT SUPPLIER FOR FINAL REVIEW.AND APPROVAL. EMERGENCY ESCAPE/RESCUE OPENINGS SECT. R310 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM, 2, OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES ABOVE FLOOR, 5, NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5,7 SQUARE FEET. 4. MINIMUM OF 5.0 SQ. FT. REQUIRED FOR GRADE FLOOR OPENINGS. 5. MIN, NET CLEAR OPENING SILL HT. LOCATED BELOW ADJ GROUND ELEV, WINDOW WELL REC. ALLOW FOR DR. OR WINDOW TO BE FULLY OPENED. 6. MIN. OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MIN. WIDTH OF 36" (ENCROACHMENT OF 6 INCHES PERMIt-ED FOR LADDER OR STEPS), 7, PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES, 8, BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMI'~rED IF IN COMPLIANOEWITH MINIMUM NET CLEAR OPENING REQUIREMENTS, 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES ARE RELEASABLE OR REMOVEABLE FROM INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE. PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS 0NINDOWAREA 30% OF GROSS EXTERIOR WALL AREA) MAXIMUM vlAXIMUM HEATING DEGREE DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE U-FACTOR :I-VALUE R-VALUE i-VALUE R-VALUE q-VALUE & DEPTH WALL R-VALUE ZONE 118 0.46 R-38 R-21 R-30 R-10 R-9,2 FT R-38 5750 CLIMATE-SPECIFIC REQUIRED & PROPOSED ='ROPOSED MI NIMUM qOTES: DESCRIPTION R-VALUE R-,VALUE WALL TYPE I 10'~ P,OONC. 9' H, R - 10 R -' 10 8" P,CONC, FNDN. WALL ON TOP OF A CONT, FOOTING, WALL TYPE 2 2"X6" W.D.STUD R - 21 R -' 21 2" X 8" WOOD STUD WALL WITH 1/2 CDX PLY WD, WALL TYPE 3 2"X4" W.D.STUD R - 15 R - 15 2" X 4" WOOD STUD WALL WITH 1/2" GYP, ED, ROOF TYPE 2" X 12" DOUG FIR R - 38 R - 38 GAF TIMBERLINE LIFETIME ROOF SHINGLE FLOOR TYPE I 3/4I~ X 11 7/8" R - 21 R - 21 I 3/4" X 11 7/8" TGI PRO. 550 F.J. @ 16" C.C. CEILING TYPE I 3/4" X 11 7/8" R- 21 N/R I 3/4" X 11 7/8" TGI PRO, 550 F,J. @ 16" O,C, SLAB 4" P.CONC, R - 9,2 R -' 9,2 4" P,CONC.SLAB ON COMP. FILL W/W.W.M, 6 X 6 REINF, NAILING SCHEDULE PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST & PAPER ASSOCIATION CONNECTION FASTENING SPACING NO. COMMON I ~A. FTER TO TOP PLATE (TOE-NAILED)~I 6" O,C, 3 8d PER RAFTER 2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 8d PER JOIST 5 BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END 7 RIM BOARD TO RAFTER (END-NAILED) 2-1 SD EACH END 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-1 ED PER FOOT 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16D JOINTS-EACH SIDE 10 STUD TO STUD (FACE-NAILED) 2-16D 24" O,C, 11 HEADER TO HEADER (FACE-NAILED) 16D 16" C.C. ALONG EDGES 12 TOP OR BO'~FOM pLATE TO STUD (END-NAILED) 2-16D PER 2 X 4 STUD 13 BO'~FOM PLATE TO FLOOR JOIST, BAND JOIST, END JOIST OR BLOCKING (FACE-NAILED) 2-16D PER FOOT 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-168 PER JOIST 15 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 16 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-1 CD EACH JOIST 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST 20 BAND JOISTS TO JOIST (END-NAILED) 3-16D PER JOIST 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D PER FOOT 23 DIAGONAL BOARD SHEATHING 1" X 6" OR 1" X 8" 2-8D PER SUPPORT HEATING & COOLING CRITERIA ZONE 1 1 B DETACHED ONE FAMILY WALLS. MODE: HEATING OR COOLING 0,14 ROOF CEILING 0,031 CLIMATE AND GEOGRAPHIC DESIGN CRITERIA TABLE 301 2 (RESIDENTIAL CODE OF NEW YORK) GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ~'* WINTER ICE SHIELD FLOOD SNOW DESIGN FROST LINE DESIGN UNDERLAY. HAZARD LOAD SPEED (MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP, REQUIRED LOAD BEARING VALUE OF MAP#361030166 G EXPOSURE SOIL 3,000 PSF MODERATE TO SLIGHTLY TO FLOORS, WALLS, AND CEILINGS OVER OUTSIDE AIR INSULATION U - FACTOR X AREA -- UA DESCRIPTION R-VALUE CEILING R-38 0.31 2258 SQ FT. 699 INTERIOR FLOOR R-38 0.31 2258 SQ FT. 699 EXTERIOR WALLS R-21 0,31 4800 SQ.FT, 1488 TOTAL AREA 9316 SO.FT. FLOORS AND FOUNDATIONS INSUL, INSUL U-FACTOR OR AREA OR DESCRIPTION DEPTH R-FACTOR R-FACTOR X PERIMETER -- UA BASEMENT WALL 2'-0" R-10 0.56 220 ET. 123 3RAWLSPACE WALL 2'-0" R-19 0.56 -- N/A UNHEATED SLAB 4" R-4,5 N/A 2,258 SQ,FT N/A TOTAL PROPOSED "UA" 123 WALLS, WINDOWS, AND DO,ORS INSULATION DESCRIPTION R-VALUE U - FACTOR X AREA = UA WALL R-21 Uo=0,14 4800 SO.FT. 672 WINDOW R= .3 / SQ.FT 0.35 672 SQ.FT. 235 DOOR N/A 0.35 134 SQ.FT, 47 TOTAL AREA 5606 SQ.FT. DESIGN CRITERIA REF. TABLE R301.2(2) AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION ZONE ROOF > 30~-40° X 1.53 ROOF > 30~-40° X 1,53 WIND SPEED 3 23,7 36,3 -30,3 -46,4 120 M/HR DESIGN CRITERIA REF. TABLE 1609.6.2,1 (1) MAIN WINDFOROE-BESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS VELOCITY DIRECTION ANGLE END ZONE INTERIOF ZONE END ZONE INTERIOR ZONE WINDWARD OVERHANG WALL ROOF WALL ROOF WINDWARD LEEWARD WINDWARD LEEWARD END INTERIOR ROOF ROOF ROOF ROOF ZONE ZONE TRANSVERSE ]0°<ANGLE < 45° 25,7 17,6 20,4 14,0 9,9 -15,6 8.6 -13.4 -11.6 -13.0 120 23,7 ALL ANGLES 22,8 -11,9 15,1 -7.0 -27.4 -15,6 -19,1 -12.1 -41.1 -32,7 S,F. OF AREA R-3 SINGLE FAMILY RESIDENCE OCCUPANCY & HT. CLASSIFICATIONS MINIMUM REQ'D. PROPOSED USE MINIMUM PROPOSED SLOPE HT./ SLOPE HT./ REQUIRED FURRED HT. FURRED HT. 1 ST. FLOOR 2ND FLOOR INTERIOR ENVIRONMENT SECTION 1202.4.1 & 1204.1 USE SQ.FT, OF DTE/SQ.FT, NET GLAZED VENT/SQ,FT OPENABLE AREA AREA % AREA % 1 ST. FLOOR 2ND FLOOR d~ 0 ~'r z -III °V ~ q q o 1/4"=1 '0" ENERGY CALOU~TIONS/ NAILING SCHED.