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HomeMy WebLinkAbout31126-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31811 Date: 06/29/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 835 WATERVIEW DR SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 78 Block 7 Lot 12 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 6, 2005 pursuant to which Building Permit No. 31126-Z dated MAY 12, 2005 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to PETER J & DONNA M RUTTURA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2076330 02/28/06 PLUMBERS CERTIFICATION DATED 06/12/06 ARTHUR DIBARTOLOMO u or' ed S gnature Rev. 1/81 Form No. 6 TOWN OF SOUTHOL y BUILDING DEPARTMEIT`~! TOWN HALL !I 765-1802 ly lV JUN 2121 G APPLICATION FOR CERTIFICATE O O enl` :,F IOWW-O5SOUJ Tj `L This application must be filled in by typewriter or ink and submitted to th 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 2110 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April-9,1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. 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 Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. SutJE p//~~ C 6, a0ojG New Construction: Old or Pre-existing Building: (check one) Location of Property: LOATER u 1 E W yg l o*, House No. Street Hamlet Owner or Owners of Property: ?g'm(Z RuCTURq Suffolk County Tax Map No 1000, Section Block -__7 Lot ~102~ Subdivision nn Filed Map. Lot: Permit No. 3 I aL>~ Date of Permit. ~r 05 Applicant: E~ t'Zt~rTt~RF~ Health Dept. Approval: Underwriters Approval: a ~ 6 Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: pZ rj p t gnPure c4~-e... coq G 0 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. 31126 Z Date MAY 12, 2005 Permission is hereby granted to: PETER J & DONNA M RUTTURA 165 SHERWOOD AVE FARMINGDALE,NY 11735 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 835 WATERVIEW DR SOUTHOLD County Tax Map No. 473889 Section 078 Block 0007 Lot No. 012 pursuant to application dated MAY 6, 2005 and approved by the Building Inspector to expire on NOVEMBER 12, 2006. Fee $ 898.00 ut ri d ignature ORIGINAL Rev. 5/8/02 James F. King, President ~oF so~ly Town Hall Jill M. Doherty, Vice-President h~~ ~l0 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson Southold, New York 11971-0959 Dave Bergen G Q John Holzapfel Telephone (631) 765-1892 ~yCOUFax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0145C Date August 23, 2006 THIS CERTIFIES that the alterations /additions to existing dwelling, new roof on carport, rear deck, covered porch, two-car garage unheated breezeway. At 835 Waterview Dr., Southold Suffolk County Tax Map # 78-7-12 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 3/30/05pursuant to which Trustees Permit # 6112 Dated 4/20/05 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for alterations/additions to existing dwelling, new roof on carport, rear deck, covered porch, two-car garage and unheated breezeway. The certificate is issued to PETER RUTTURA owner of the aforesaid property. SEp _ 6 2,;06 Authorized Signature _1 1 &WN4 Tovm 11A, S3W MVA Road Fax (611) 765.1823 P.O. BOX 1179 Tekphass (611) 76544 S09"d, New York 119714959 ROD BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 1~48 Building Permit No. 02 ~s Owner: 4 _ - k $2 (please print) Plumber: z47Kf,f- U i e9 ~c~u ~a ?~11?~Z } ~ 14 (please print) J. I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plum rs Signature) Sworn to before me this day of , 20 d 6 Notary Public _ ounty M ~~NevlYork ~~68W/ 4 9 o s~~ dndr3TL3rL nrrLl~ss~dLIrL3 nLITC3J nrsrsssss~~~l~~~n~~~rs~rs~~n~~nrsLl~~rs~~n~ns~n~~~~n~n~l~nrs I~~CM 5 YORKT BOARD S CERTIFICATFOF COMPLIANCE THE NEW 5 O IRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 55 40 FULTON STREET - NEW YORK, NY 10038 S CERTIFIES THAT 5 51 5 Upon the application of upon premises owned by 5 rrr5+++ 5 G & S ELECTRICAL CONTR. E. RUTTURA P.O. BOX 215 835 WATERVIEW DRIVE 5 SOUTHOLD, NY 11971, SOUTHOLD, NY 11971 5 51 C5 835 WATERVIEW DRIVE SOUTHOLD, NY 11971 Located at C5 Application Number: 2076330 Certificate Number: 2076330 C~ cC~ Section: Block: Lot: Building Permit: BDC: ns11 Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 First Floor, Second Floor, Detached Garage, Outside, Attic, 5 c~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 57 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 28th Day of February, 2006. 5 5 Name TY Rate Rating Circuit Type 5 5 Alarm and Emergency Equipment 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 8 0 Smoke 5 L~ Appliances and Accessories 5 Furnace 2 0 Gas C 5 Dish Washer 1 0 1.2 KW 5 5 Cooking Deck 1 0 40 Amps 5 5 Oven 1 0 30 Amps 5 5 Hydro Massage Tub (Therapeutic) 1 0 5 5 Air Conditioner 1 0 30 Amps 5 5 Air Conditioner 1 0 40 Amps 5 5 Panels 5 1 50 4 5 5 Wiring and Devices 5 5 Outlet 72 0 Fixture 5 5 Fixture 72 0 Incandescent PCj Outlet 113 0 General Purpose sea/ S Receptacle 66 0 General Purpose 5 Continued on Next Page 1 of 2 c~ This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 o ~~~~~s~@L~~~~~~~~F~fflr3f ~~~~~~~0M~gE0R0~'L3rd3 o a nor nr~rsrnr~rss~s~s~~s~nrn~n~n~ n~:i nrs~rsrnrnrn~~~~~~~s~srs~~~I I I I ~~n~~s~n~n~~~n~n Co 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU 40 FULTTONSTT EETT- ELECTRICITY NEWYORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 51 5 G & S ELECTRICAL CONTR. E. RUTTURA 5 5 P.O. BOX 215 835 WATERVIEW DRIVE 5 SOUTHOLD, NY 11971, SOUTHOLD, NY 11971 5 C5 55 Located at 835 WATERVIEW DRIVE SOUTHOLD, NY 11971 5 e 5 Application Number: 2076330 Certificate Number: 2076330 5 5 Section: Block: Lot: Building Permit: BDC: ns11 5 rr~~~777++ ~5 Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 First Floor, Second Floor, Detached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 28th Day of February, 2006. 5 Name OTY Rate Rating Circuit Type 5 5 Switch 70 0 General Purpose 5 5 Paddle Fan 8 0 5 5 Receptacle 1 0 20 amp Laundry 5 5 Receptacle 1 0 30 amp Dryer 5 Disconnect 2 0 60 amp Air Conditioner 5 Receptacle 9 0 GFCI 5 5 Service c5 5 I Phase 3W Service Rating 200 Amperes c 5 Service Disconnect: 1 200 cb 5 5 Meters: 1 5 5 5 5 5 5 5Pa/ 5 S 2 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. 5 5 5 o rJ-cJ'PL3r@ rL3r rL3rCJrJrJrJr~r frJ~cP~PcPrJrJL3rL3 L3PL L3rL3 L3rL3 3Mr[rJ~rJ~ ftPtPcPrJrJrJ~PcJ'rJc pLpL PrJ-cJ PLjL3pLLrL3j trJ ErlrncPrla MULTI v ITECNOLOGIES ARCHMMIR8 PLAPOMM CONSIRUCnox SERVICES 13405 M® R=L Mkt. New Yak 11952 631.298.1129 fw 631.296.1128 June 26, 2006 Town of Southold Building Department Southold, N.Y. Re: Peter J. Ruttura 835 Waterview Drive Southold, N.Y. 11971 S.C.T.M # 1000-078-7-012 B.P. # 31126 To Whom It May Concern: Mr. Frank Notaro R.A. certifies the following: • As per framing inspection by Mr. Notaro, all new framing construction complies with specifications on noted on the construction drawings prepared by Architecnologies. • Insulation type applied to all new construction areas- R-38 ceiling of 2"d floor, R-21 exterior new 2" x 6" wall framing, R-19 exterior existing exterior walls, R-21 crawl space ceiling. • As per inspection done by Mr. Notaro all strapping meets or exceeds the requirements of N.Y.S. Building Code and follow specifications on construction drawings prepared by Architecnologies. • The wind load on the windows inside of the sun room does not exceed the allowable wind load design pressure. Please feel free to contact our office at 631-298-1129. A. ~T9p 02121 4Q~ OF NE~~ ITECNOLOGIES 13405 MainRwd. MYtiect. New Yet 11952 63129&1129 fm-631298.11n June 16, 2005 r _ r Southold Town Building Department 17 2005 t. i Southold, N.Y. Re: Mr. Peter Ruttura' 835 Waterview Drive Southold, N.Y. 11971 Tax Map 1000 - 078 - 07 - 12 16i" 3\\9-C,. To Whom It May Concern: This letter is to certify the following: 1) All new footings are poured at no less than 36" below fin. grade level. 2) All new poured concrete foundation walls are poured as per drawings dated May 11, 2005. 3) All required anchor bolts have been placed in accordance with specifications on the drawings dated May 11, 2005. 4) (6) new 8 `'/d' x 16'/4" flow through vent openings are cut in the existing foundation wall. 5) 2' x 3' opening is cut out between the existing house foundation wall and the new 4' poured concrete crawl space. 6) (2) new flow through vent openings are cut out in the new crawl space. 7) (4) new flow through vent openings are cut out in the new poured concrete garage wall. All flow through vents are located and cut out as per plans submitted to the Town of Southold Building Dept. dated May 11, 2005. All openings meet or exceed FEMA rements. AED A ditional questions please feel free to call our office at 631-298-1129. Q S e urs, OFNE • ITECNOLOGIES ARC1HTE(.rM PLANNM CONMLX_[-%MV1MS 13703 MdnRad, W&Mnw c, New York 11952 6312".1129 fu 631.298.1128 May 5, 2006 Southold Town Building Department Southold, N.Y. Re: Mr. Peter Ruttura 835 Waterview Drive Southold, N.Y. 1111971 Tax Map 1000 - 078 - 07 - 12 To Whom It May Concern: 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 and structural plans comply with all of New York Construction Code based on (AF&PA) for One-Family Dwelling to the best of our knowledge. If you have any additional questions please feel free to call our office at 631-298-1129. K NOT a<4~ti ,.ARC O~ Frankf a R. . dj Q~ )-6 t7 of Souryo~ f©f y • rowri TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ J INSULATION [ J FRAMING/ STRAPPING []FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: n c S y DATE 7 INSPECTOR ~o~y,OF SOUTyo~ 3110q-6 z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: mi DATE INSPECTOR R FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) y u FOUNDATION (2ND) z o ~y ROUGH FRAMING & y PLUMBING INSULATION PER N. Y. 3 STATE ENERGY CODE FINAL l 7~3 IOAL COMMENTS S - ~Z . ro V a - x Z, y - - x d ro y TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER I STREET I VILLAGE I DIST. I COUNTY TAX MAP NO. o r Llarr,~ 1tuta~ /fop e,v ?/Pad &e Sou N. J061 f h~idos W 4f r- LAND IMP. TOTAL DATE REMARKS: g b _ 66 /J / `o/y/~', daCQ, &//-iJ S-d fr4 ~CR I) /.?~°S 9.51 ~/z/fT B•f~ /~//P3 C/rnStr. ~ih aa~JJ ~/2 aao .7 6d !716 e.) 2 n r 6 f u/ 302 S/ l b -L 12z S 0 /1/1/(IQ A R ur 7w ood NER STREET VILLAGE DISTRICT SUB. LOT FORMER OWNER N E ACREAGE S W T. TYPEOF PAJILDING k' t24kCGCJ'.~ YU~_ pd ( r r,~ RES. SEAS. VL. FARM COMM. IND. CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS /L G D Lo U Ld'/ S/2 2- 2 -o 0 /Zoo e<'o'~ ('00 JAI /~.op8U" ~oaO 3/ / 6/ersr17-Y~ 2-z- /60 G~ 1.10E r ld-mp, a s 7 0 0 f n„ 1-r8 Z Z - : " a r> - Co ~efi, F~' 1 aoc O D g ING CO DI N G~ I NEW NORMAL BELOW ABOVE FRONTAGE ON WATER L /g U = L o U Farm Acrd- Value Per Acre Value FRONTAGE ON ROAD Tillable I BULKHEAD Tillable 2 DOCK Tillable, 3 Woodland Swampland Brushland House Plot Total l G ~ar- . ! VV 4 3 oar - W Bldg. 3 o X> 144 V y! oundation Both N/O xtension Basement L Floors :xtension Ext. Walls Interior Finish :xtension Fire Place Heot T ~e nt~k _ /~2 X a a 7 ( 8 Porch _ Roof Type a7'X1~ 214 S9z Porch Rooms 1st Floor U O 3reezeway Patio Rooms 2nd Floor TH Pa T- lefa" 5 a b Ij Driveway Dormer I B. 779 I, Albert J. Krupski, President Of soTown Hall James King, Vice-President 53095 Route 25 Artie Foster i JL P.O. Box 1179 Ken Poliwoda CP T Southold, New York 11971-0959 Peggy A. Dickerson G~ p~ Telephone(631)765-1892 COUNTI Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 20, 2005 Mr. Frank Notaro Arch itecnologies P.O. Box 93 Mattituck, NY 11952 RE: PETERS. RUTTURA 835 WATERVIEW DR., SOUTHOLD SCTM#78-7-12 Dear Mr. Notaro: The Board of Town Trustees took the following action during its regular meeting held on Wed., April 20, 2005 regarding the above matter: WHEREAS, Frank Notaro on behalf of PETER S. RUTTURA applied to the Southold Town Trustees for a permit under the provisions of Chapter 97 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated March 30, 2005 and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on April 20, 2005, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS, the structure complies with the standards set forth in Chapter 97 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approve the application of PETER RUTTURA for alterations and additions to the existing dwelling. Demolition of the existing roof, carport, rear deck and proposed addition of new roof, rear deck, front covered porch and two-car garage with an unheated breezeway, and all with the condition of a 25' "non-mowing" buffer, drywells and gutters are installed to contain the roof run-off, and all as depicted on the plan prepared by Arch itecnologies last dated April 27, 2005. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, G2u-~ Albert J. Krupski, Jr., President Board of Trustees AJK/Ims Board Of Southold Town Trustees SOUTHOLD, NEW YORK t~ PERMIT NO. DATE: April_. 202005 s . _ S RUTTURA. , . ISSUED TO _ PETER . . ,~ixti#vxt~a#ian _ Pursuant to the provisions of Chapter 615 of the Laws of the. State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- y titled ."REGULATING AND THE-PLACING- OF..OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS-MOM LANDS UNDER TOWN WATERS:', and in accordance wifh 'the Resolution of The Board adopted at a meeting held on 2005 and in consideration of the sum of zS.Q..:Q.o... paid by t Peter.._a.._Rut.tura...... _ of _Southold N. Y. and. subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: Welland Permit for alterations and additions to the existing dwelling: Demolition of the existing roof, 1 carport, rear dock and proposed addition of new roof, rear deck, front covered porch and two-car garage with an unheated breezeway, and all with the condition of a 25"non-mowing' buffer, drywells and gutters are installed to contain the roof runoff, and all as depicted on the plan prepared by Architecnologies last dated April 27, 2005. all in accordance with the detailed specifications as presented in the originating application. to IN WITNESS WHEREOF, The said Board of Trustees here-and by causes its Corporate Seal to be the seixedd, and : sh of presents ts. be subscribed by a majority of c~QFFQ(/r`,O FZZ-J~ ~l s~J't Peggy Dickerson Artie Foster, g' New York State Department of Environmental Conservation Division of Environmental Permits Building 40 - SONY, Stony Brook, NY 11790-2356 Am- Telephone 444-0372 Facsimile (631631) 444-0360 0 Website: www.dec.state.ny.us - Denise M. Sheehan Acting Commissioner April 1, 2005 Mr. Peter Ruttura 165 Sherwood Avenue Farmingdale, NY 11735 RE : 1-473 8-03 3 5 6/00002 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please read all conditions carefully. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, Claire K. Werner Environmental Analyst CKW/ls NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-03356/00002 Aril 1, 2005 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental April 1, 2010 Conservation Law TYPE OF PERMIT ¦ New ? Renewal ? Modification ¦ Permit to Construct ? Permit to Operate ? Article 15, Title 5: Protection of Waters ? Article 17, Tiles 7, 8: SPDES ? Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management ? Article 15, Title 15: Water Supply ? Article 19: Air Pollution Control ? Article 34: Coastal Erosion ? Article 15, Title 15: Water Transport ? Article 23, Title 27: Mined Land Management Reclamation ? Article 15, Title 15: Long Island Wells ? Article 36: Floodplain Management ? Article 24: Freshwater Wetlands ? Article 15, Title 27: Wild, Scenic and ? Articles 1, 3, 17, 19, 27, 37; 6NYCRR Recreational Rivers ¦ Article 25: Tidal Wetlands 380: Radiation Control ? 6NYCRR 608: Water Quality Certifica- ? Article 27, Title 7; 6NYCRR 360: tion Solid Waste Man merit PERMIT ISSUED TO TELEPHONE NUMBER Peter Ruttura (516) 679-3007 ADDRESS OF PERMITTEE 165 Sherwood Avenue, Farmingdale, NY 11735 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Frank Notaro, Architecnolo ies, P.O. Box 93, Mattituck, NY 11952 631 298-1129 NAME AND ADDRESS OF PROJECTIFACILITY Ruttura property, 835 Waterview Drive, Southold SCTM # 1000-78-7-12 COUNTY TOWN WATERCOURSE J NYTM COORDINATES Suffolk Southold Goose Creek DESCRIPTION OF AUTHORIZED ACTIVITY: Remove existing deck, construct addition, porches and decks to existing single family dwelling, remove existing carport and install new carport and construct garage. All work must be done in accordance with the attached plans stamped NYSDEC approved on 3/31/05. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: [tg DRESS Mark Carrara CKW io n 1 Headquarters Bldg. #40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE 1 of 4 April 1, 2005 Page TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN H*L Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 31 lab Check Septic Form N.Y.S.D.E.C. Trustees Examined? , 20 Contact: Approved S 2 20_)r::- Mail to: Disapproved a/c Phone: Expiration /r J L 207f,_ Buildin Inspector (l"JT APPLICATION FOR BUILDING PERMIT ~j Date , 44 120t-5-- MAY INSTRUCTIONS a. ,Pj~applitAli'on,MUST he completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets ~fplarts,-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 Pemlit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) i";)4nS l11 > &&k26 A"14, (Mailing address of applicant) State whether nnapplicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises -klc IZu{-w0- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer {a-w-6- e uoQo4g (Name and title o 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: `n p W~lw-\ew 1~- ~ouVDntAA, 19~( House Number Street Hamlet County Tax Map No. 1000 Section 78 Block D-?- fiLot • Ir; Subdivision Filed Map No. Lot t (Name) . _ rv J 2. State existing use and occupancy of premises and intended use and occupancy of proposed constru tioa: a. Existing use and occupancy 1btLy pauv _y A E2cy, 1,01 b. Intended use and occupancy LL~ FA?11 q GftP- 3. Nature of work (check which applicable): New Building ye f *C,t; Addition Zo_Alteration 3 Repair Removal Demolition qo. Other Work (Description) 4. Estimated Cost 1 CC7; Oon - Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars C2 . 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 6c) Rear 60' Depth S 4'6 " Height a9 l'0 Number of Stories Dimensions of same structure with alterations or additions: Front 44- 09 Rear 44' 4 Depth rn4' 1" Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 99- /J Rear_ 99. F-L' Depth C281.00' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated V, - It O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NOS 13. Will lot be re-graded? YES_ NO__?- Will excess fill be removed from premises? YES_ NO7 14. Names of Owner of premises Pi=rcea RuTTuRA Address kE- 86e~ w ew Phone No. Name of Architect PRIK~ , r1f~ Address P.o;g2jkc pyQµ ,phone No 631 a2$ 11 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ? NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. Mk-,TeES -e t7 -G. `~V-"tT a%3Ca.0t>E-l~ . 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 OF ~ being duly sworn, deposes and says that (s)he is the applicant (Name of indivi aau1 signing contract) above named, (S)He is the 4C-,jF-b L . (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 true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ~i day of 20t!~ Notary lic 1j Signature of Applicant MELANIE DOROSA NOTARY PUBLIC, State of N"YA No. 01004634870 ty Qualified S S ~ba' OpmssionEzp Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES check Software Version 3.6 Release 1 Data filename: C:\Program Files\Check\REScheck\RUTTURA.rck PROJECT TITLE: RUTTURA RESIDENCE, SOUTHOLD COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW / WALL RATIO: 0.14 DATE: 05/06/05 DATE OF PLANS: MAY 5, 2005 PROJECT DESCRIPTION: PROJECT DESCRIPTION: DEMOLITION OF EXISTING ROOF, CARPORT, REAR DECKS RELOCATION OF IST FL. WALLS, REPLACEMENT OF WINDOWS CONSTRUCTION OF NEW ROOF, EXTERIOR DECKS, DETACHED 2-CAR GARAGE DESIGNER/CONTRACTOR: FRANK NOTARO, R.A. ARCHITECNOLOGIES 13405 MAIN RD. P.O. BOX 93 MATTITUCK, NY 11951 PROJECT NOTES: *GROUND SNOW LOAD45 PSF *EXPOSURE CAT B * 120 MPH WIND SPEED *SEISMIC DESIGN CAT B *WEATHERING-SEVERE *WINTER DESIGN TEMP-ZONE I IB- 11 DEG *ICE SHIELD UNDERLAYMENT REQ'D PROJECT NOTES: -R-3 SINGLE FAMILY RES. -HT.-31'-0" FROM GRADE TO RIDGE -AM. FOREST AND PAPER ASSOC. (AF&PA) WOOD FR. CONST. -SITE PL -DEMO PL -FDN. PL -1ST FL & FR -2ND FL & FR -ROOF FR -ELEV -ENERGY -PRD -2ND FL & FR I COMPLIANCE: Passes Maximum UA = 1705 Your Home UA = 1475 13.5% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Fact _UA Ceiling 1: Flat Ceiling or Scissor Truss 1200 21.0 38.0 20 Wall L Wood Frame, 16" o.c. 2800 19.0 21.0 79 Window L Vinyl Frame:Double Pane with Low-E 15 0.350 5 Window 2: Vinyl Frame:Double Pane with Low-E 15 0.350 5 Window 3: Vinyl Frame:Double Pane with Low-E 15 0.350 5 Window 4: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 5: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 6: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 7: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 8: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 9: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 10: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 11: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 12: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 13: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 14: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 15: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 16: Vinyl Frame:Double Pane with Low-E 20 0.350 7 Window 17: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 18: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 19: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 19 copy 1: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 19 copy 2: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 19 copy 3: Vinyl Frame:Double Pane with Low-E 22 0.350 8 Window 19 copy 4: Vinyl Frame:Double Pane with Low-E 22 0.350 8 Window 19 copy 5: Vinyl Frame:Double Pane with Low-E 5 0.350 2 Window 19 copy 6: Vinyl Frame:Double Pane with Low-E 5 0.350 2 Window 19 copy 7: Vinyl Frame:Double Pane with Low-E 22 0.350 8 Window 19 copy 8: Vinyl Frame:Double Pane with Low-E 22 0.350 8 Window 19 copy 9: Vinyl Frame:Double Pane with Low-E 16 0.350 6 Window 19 copy 10: Vinyl Frame:Double Pane with Low-E 16 0.350 6 Window 19 copy 11: Vinyl Frame:Double Pane with Low-E 12 0.350 4 Window 19 copy 12: Vinyl Frame:Double Pane with Low-E 8 0.350 3 Window 19 copy 13: Vinyl Frame:Double Pane with Low-E 8 0.350 3 Window 19 copy 14: Vinyl Frame:Double Pane with Low-E 8 0.350 3 Window 19 copy 15: Vinyl Frame:Double Pane with Low-E 8 0.350 3 Floor 1: Slab-On-Grade:Unheated 1200 10.0 920 Insulation depth: 2.0' Floor 2: All-Wood Joist/Truss:Over Unconditioned Space 2870 19.0 21.0 66 Crawl 1: Masonry Block with Empty Cells 1330 0.0 10.0 253 Wall height: 4.0' Depth below grade: 2.0' Insulation depth: 2.0' Boiler 1: Other (Except Gas-Fired Steam), 85 AFUE Air Conditioner 1: Electric Central Air, 12 SEER COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed they are attesting that to the best of his/her knowledge, belief, and professional judgment, such pl ~l a in compliance with this Code. NK NOTg9'~ij, Builder/Designer o F~ F Date_-tr ~ s~qT X2121 yOQ~ FOF NE`N REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE: 05/06/05 PROJECT TITLE: RUTTURA RESIDENCE, SOUTHOLD Bldg. Dept. Use I Ceilings: [ ] I. Ceiling 1: Flat Ceiling or Scissor Truss, R-21.0 cavity + R-38.0 continuous insulation Comments: I Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity + R-21.0 continuous insulation Comments: Windows: [ ] 1. Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ) No Comments: [ ] 2. Window 2: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: ( ] 3. Window 3: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 4. Window 4: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ) 5. Window 5: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ) 6. Window 6: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 7. Window 7: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 8. Window 8: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 9. Window 9: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 10. Window 10: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 11. Window 11: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 12. Window 12: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 13. Window 13: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 14. Window 14: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 15. Window 15: Vinyl Frame:Double Pane with Low-E, U-factor. 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 16. Window 16: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 17. Window 17: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 18. Window 18: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 19. Window 19: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 20. Window 19 copy 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 21. Window 19 copy 2: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 22. Window 19 copy 3: Vinyl Frame:Double Pane with Low-E, U-factor. 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 23. Window 19 copy 4: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 24. Window 19 copy 5: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 25. Window 19 copy 6: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 26. Window 19 copy 7: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 27. Window 19 copy 8: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 28. Window 19 copy 9: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 29. Window 19 copy 10: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 30. Window 19 copy 11: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 31. Window 19 copy 12: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 32. Window 19 copy 13: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 33. Window 19 copy 14: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 34. Window 19 copy 15: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: I Floors: [ ] 1. Floor 1: Slab-On-Grade:Unheated, 2.0' insulation depth, R-10.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 2.0 ft. OR down to at least the bottom of the slab then horizontally for a total distance of 2.0 ft. Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. [ j 2. Floor 2: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity + R-21.0 continuous insulation Comments: I Crawl Space Walls: ( ] I 1. Crawl I: Masonry Block with Empty Cells, 4.0' ht/2.0' bg/2.0' insul, R-10.0 continuous insulation Comments: Applies to walls of unventilated crawl spaces. Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. I Heating and Cooling Equipment: ( ] 1. Boiler 1: Other (Except Gas-Fired Steam), 85 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1: Electric Central Air, 12 SEER or higher Make and Model Number Air Leakage: ( ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. I Vapor Retarder: [ ] Required on the warn-in-winter side of all non-vented framed ceilings, walls, and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ 1 Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating and cooling equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces (except basements) must be insulated to R- [ ] Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181 A or UL 181 B. Exception: Continuously welded 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 Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State , the Residential Code of New York State or the New York City Building Code, as applicable. I 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 circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 'F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Nou- 'rc dating Runouts 'r .lat'ng Mains and Runouts Temperature ( Fl Up to P U12 to 1 1.5" to 2.0" Over 2„ 170-180 0.5 1.0 1.5 2.0 140-160 005 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pine Sizes Pioyng System Types Ran_e Fl Runouts 1" and Less 1.25" to 2" 2,511 to 4" Heating Systems Low Pressure/Temperature 201-250 LO 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, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 LO 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 Data filename: C:\Program Files\Check\REScheck\RUTTURA.rck PROJECT TITLE: RUTTURA RESIDENCE, SOUTHOLD COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric WINDOW / WALL RATIO: 0.14 DATE: 05/06/05 DATE OF PLANS: MAY 5, 2005 PROJECT DESCRIPTION: PROJECT DESCRIPTION: DEMOLITION OF EXISTING ROOF, CARPORT, REAR DECKS RELOCATION OF IST FL. WALLS, REPLACEMENT OF WINDOWS CONSTRUCTION OF NEW ROOF, EXTERIOR DECKS, DETACHED 2-CAR GARAGE DESIGNER/CONTRACTOR: FRANK NOTARO, R.A. ARCHITECNOLOGIES 13405 MAIN RD. P.O. BOX 93 MATTITUCK, NY 11951 PROJECT NOTES: *GROUND SNOW LOAD-45 PSF *EXPOSURE CAT B * 120 MPH WIND SPEED *SEISMIC DESIGN CAT B * WEATHERING-SEVERE *WINTER DESIGN TEMP-ZONE 1113- 11 DEG *ICE SHIELD UNDERLAYMENT REQ'D PROJECT NOTES: -R-3 SINGLE FAMILY RES. -HT.-31'-0" FROM GRADE TO RIDGE -AM. FOREST AND PAPER ASSOC. (AF&PA) WOOD FR. CONST. -SITE PL -DEMO PL -FDN. PL -1ST FL & FR -2ND FL & FR -ROOFER -ELEV -ENERGY -PRD -2ND FL & FR 1 COMPLIANCE: Passes Maximum UA = 1705 Your Home UA = 1475 13.5% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value -F ctor iLA Ceiling 1: Flat Ceiling or Scissor Truss 1200 21.0 38.0 20 Wall l: Wood Frame, 16" o.c. 2800 19.0 21.0 79 Window 1: Vinyl Frame:Double Pane with Low-E 15 0.350 5 Window 2: Vinyl Frame:Double Pane with Low-E 15 0.350 5 Window 3: Vinyl Frame:Double Pane with Low-E 15 0.350 5 Window 4: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 5: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 6: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 7: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 8: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 9: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 10: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 11: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 12: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 13: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 14: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 15: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 16: Vinyl Frame:Double Pane with Low-E 20 0.350 7 Window 17: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 18: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 19: Vinyl Frame: Double Pane with Low-E 9 0.350 3 Window 19 copy 1: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 19 copy 2: Vinyl Frame:Double Pane with Low-E 9 0.350 3 Window 19 copy 3: Vinyl Frame:Double Pane with Low-E 22 0.350 8 Window 19 copy 4: Vinyl Frame:Double Pane with Low-E 22 0.350 8 Window 19 copy 5: Vinyl Frame:Double Pane with Low-E 5 0.350 2 Window 19 copy 6: Vinyl Frame:Double Pane with Low-E 5 0.350 2 Window 19 copy 7: Vinyl Frame:Double Pane with Low-E 22 0.350 8 Window 19 copy 8: Vinyl Frame:Double Pane with Low-E 22 0.350 8 Window 19 copy 9: Vinyl Frame:Double Pane with Low-E 16 0.350 6 Window 19 copy 10: Vinyl Frame:Double Pane with Low-E 16 0.350 6 Window 19 copy 11: Vinyl Frame:Double Pane with Low-E 12 0.350 4 Window 19 copy 12: Vinyl Frame:Double Pane with Low-E 8 0.350 3 Window 19 copy 13: Vinyl Frame:Double Pane with Low-E 8 0.350 3 Window 19 copy 14: Vinyl Frame:Double Pane with Low-E 8 0.350 3 Window 19 copy 15: Vinyl Frame:Double Pane with Low-E 8 0.350 3 Floor 1: Slab-On-Grade:Unheated 1200 10.0 920 Insulation depth: 2.0' Floor 2: All-Wood Joist/Truss:Over Unconditioned Space 2870 19.0 21.0 66 Crawl 1: Masonry Block with Empty Cells 1330 0.0 10.0 253 Wall height: 4.0' Depth below grade: 2.0' Insulation depth: 2.0' Boiler 1: Other (Except Gas-Fired Steam), 85 AFUE Air Conditioner l: Electric Central Air, 12 SEER COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed they are attesting that to the best of his/her knowledge, belief, and professional judgment, such pl tik a in compliance with this Code. NK NOTg9'Si~, Builder/Designer to Date s~qT 02121 ypP FOF NE`N REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE: 05/06/05 PROJECT TITLE: RUTTURA RESIDENCE, SOUTHOLD Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-21.0 cavity + R-38.0 continuous insulation Comments: Above-Grade Walls: [ ] L Wall 1: Wood Frame, 16" o.c., R-19.0 cavity+ R-21.0 continuous insulation Comments: Windows: [ ] 1. Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes ( ] No Comments: [ ] 2. Window 2: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 3. Window 3: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes ( ] No Comments: [ ] 4. Window 4: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? ( ] Yes [ ] No Comments: [ ) 5. Window 5: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ) No Comments: [ ] 1 6. Window 6: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 7. Window 7: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? ( ] Yes [ ] No Comments: [ ] 8. Window 8: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 9. Window 9: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 10. Window 10: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] It. Window 11: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 12. Window 12: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ j Yes [ ] No Comments: ( ] 13. Window 13: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 14. Window 14: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 15. Window 15: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 16. Window 16: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] ( 17. Window 17: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ) No Comments: [ ] 18. Window 18: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 19. Window 19: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 20. Window 19 copy 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 21. Window 19 copy 2: Vinyl Freme:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 22. Window 19 copy 3: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 23. Window 19 copy 4: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 24. Window 19 copy 5: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] I 25. Window 19 copy 6: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 26. Window 19 copy 7: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 27. Window 19 copy 8: Vinyl Frame:Doublc Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 28. Window 19 copy 9: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 29. Window 19 copy 10: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 30. Window 19 copy 11: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? t ] Yes [ ] No Comments: [ ] 31. Window 19 copy 12: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ) 32. Window 19 copy 13: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ) 33. Window 19 copy 14: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 34. Window 19 copy 15: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Floors: [ ] I. Floor 1: Slab-On-Grade:Unheated, 2.0' insulation depth, R-10.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 2.0 ft. OR down to at least the bottom of the slab then horizontally for a total distance of 2.0 ft. Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. [ l I 2. Floor 2: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity + R-21.0 continuous insulation Comments: I Crawl Space Walls: [ ] I I . Crawl 1: Masonry Block with Empty Cells, 4.0' ht/2.0' bg/2.0' insul, R-10.0 continuous insulation Comments: Applies to walls of unventilated crawl spaces. Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. I Heating and Cooling Equipment: [ ] 1. Boiler 1: Other (Except Gas-Fired Steam), 85 AFUE or higher Make and Model Number [ ] 2. Air Conditioner l: Electric Central Air, 12 SEER or higher Make and Model Number I Air Leakage: [ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. I 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. [ ] I Insulation R-values, glazing U-factors, and heating and cooling equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. I l Return ducts in unconditioned spaces (except basements) must be insulated to R- [ ] Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181 B. Exception: Continuously welded 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 Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State , the Residential Code of New York State or the New York City Building Code , as applicable. I Service Water Heating: [ l 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 circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non- 'rculat'ng Runouts it ,la ina Mains and Runouts Temperature ( Fl I J12 to 1" I Jp to 1.25 105" to 2.0" Over 2" 170-180 0.5 1.0 1.5 200 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pine Sizes Piping iC atm Types Range ( F) 2" Runouts 1 " and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 LO 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, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) COM~Lf WITH,^-_ NEW YORK ST4-;_ cS APPROVED AS NOTED AS REQUIRED A IGivS OF DATE: b 1I,2-b 1 B.P. u 3112 6 ~ illA SOUTHO_D i'/AN ZSA FEE: BY: SOUTHOLD TOWN PLANNING BOARD P-- NOTIi Y BUILDING DEPARTMENT AT SOUTHOLD TOWN TRUSTEES 765-18,'2 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: N.Y S. DEC 1. FOUNDI T ON - TWO REQUIRED FOP `jURED CONCRETE 2. ROUGH - FRAMING 8 PLUMBING 3. INSULATION PLUMBER CERTIFICATIOI, 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR ON LEAD CONTENT BEFORE ALL CONSTRUCTION SHALL MEET THE CERTIFICATEOFOCCUPANCY REQUIREMENTS OF THE CODES OF NEW SOLDER USED IN WATER YORK STATE. NOT RESPONSIBLE FOR SUPPLYSYSTEMCANNOT DESIGN OR CONSTRUCTION ERRORS. EXCEED 2110 OF I% LEAD. ALL CONSTRUCTION SHALL ALLPLUMBING WASTE MEET THE REQUIREMENTS OF THE & WATER LINES NEED CODES OF NEW YORKSTATE. TESTING BEFORE COVERING UNDERWRITERS CERTIFICATE REQUIRED RETAIN STORM WATER RUNOFF CERTIFICATION OF PURSUANT TO SECTION 45-IOC NAILING & CONNECTIONS OF THE TOWN CODE. REQUIRED. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE FLOOD ZONE 20 COMPLY CHATR "46" OF OCCUPANCY FL OOD D MIAGE PRE VE NTION SOUTHOLD TOWN CODE. ~p s.Q90 a SITE SURVEY SURVEY OF LOT 12 B N/F X90 / ' ,@90 PETER RUTTURA 4p ' CFO Y +o . ~o A ~Lo SITUATED AT A\+~a SOUTHOLD ~N TOWN OF SOUTHOLD ~ .7/41 SUFFOLK COUNTY, NEW YORK ,T ? / p ) ~ S.C. TAX NO. 1000-078-07-12 +7 ~ m y z Y ~ ~ 90t~ r a / / O -p O • 93 9 / vy~\ ~9 AO / ~s oa ~ / . Q yam,, ~slk5~••~ ~,a ~ n~~~ ~ ~ ~ ~ N N LOS ~ ~ A14 0~ Vol, \ rn ; s la i l~ j s (Jo \ 1 lool I \ p~ SITE AREA = 27,750 SQ. FT. OR .6371 ACRES + (p '9, /9 d NO E? Aq NON WETLAND AREA = 26.711 SQ. FT. EXISTING do PROPOSED IMPERVIOUS SURFACES = 4857 SQ. FT. K RATIO IMPERVIOUS TO NON-WETLAND AREA = 18.2% INFORMATION TAKEN FROM: SURVEYOR: NEIL GRANGE N.Y.S.L.S. P.O. BOX 893 SYOSSET, N.Y. 11791 s~9rFOF NE`Ny~Q~ 0 121 N.Y.S. LIC. NO. 049854 DWG. NO.: FILE NAME: DWG. NAME: ISSUED: DESCRIPTION: SITE PLAN 3.W0 ISSUED TO THE BOARD OF TRUSTEES I T E C N O L O G I E S A.SITE RU -SITE RE-ISSUED TO THE BOARD OF TRUSTEES ALTERATION TO RUTTURA RESIDENCE SCALE: 4.27.05 DRYWEL LS NOTED ON SITE SOUTHOLD NEW Y ^R fi PLANNNG N ITON SERVICCS 'NON- MOWING AREA NOTED ON SRE ORI/(~ 1 30' 13403 Main Road, Mattitwk, mclc, New Yodk 11952 11932 5.5.06 ISSUED TO THE BLDG. DEPT. FOR REVI 631.298.1129 fax: 631.298.1126 I _ I WpTER~IEWRIVE 0 i LOT 13 0 N/F o ~ KAPLAN L.8726 P.294 ~ I I 5 I w I I I ~ S 38° 42'40"E F E I IL_ 281.00' FL'1CE ASP l i°CHNM LIIV6 FEN.]E LN-E J'CHAIPI IT III FEI ICE -/FF1sT PRST J RAIL FENCE D 5 E. b' dl ~ ~ pT 7 LOSI I AL ILI CL v _ - - - J FE "E P. HEDGES I 0 SE RIN C CAI FAILS F eEeos ~ a ~ I GP J f CO 1 Z HS Cn 13 aG 'l I MLI ~^N - ~IS'ROOI OVERIN lb i PI f iI 4D 1 ~IP9 / I v NV I II 1I E 1 A. . _ 5 ST~IFt J E - fi 91 - FR S.NF / CLJ V IL 4 AT ATC % '~V 61I' ~CHIMI A I 19 G9 ( I r~ / ( i~^L' Q `C3 I~ ~ 1 N t o I i b e y,f n. I Q n b WALI. fl11Fi ~~TV G p E D - WOOD sTEF- ~LEI o - ~o nP c w IT oL IT P ( H G IQ a L _ w ~Iw OrsrRlcT 7000 0 oLL TORT 1 a^ OS _ - - - SECTION 078.00 w - - BLOCK 07.00 rWlDE wuoo ?o_i .s ~ LOT 072-000 FRAME RESIDENCE - - - - ,C E N/F d L F P'L F' 3 5~ _ 535 fifi IAH I 3' RAIL _ q6 - wry _ _ ( 14 GA a n' RATTURA 3\T 'RAIL ' l FIRST FLOOR 06• 1 Al DI _ n 'LEI ~ I AREA= 27. 750 50. FT. F 1 1 9.42 E) 11 OR 0. 6377 ACRES n n n ^ i _ l ~b'LP _D 1, IT f~~ 6 WETLAND 9FY 4=~, n 5 - `~E D sT~ oECF uIF I w 099 SO FT ~ L 9 y. L-( I -7 10 JL - i MH W TAl II 0 ,A wino PORCH raL y.DA--- 6H W i ]'03 WOOD PAIL ~ 36 3' ? IT rP I:. -5 ED E n~ C,. ,1_ DRIV_ ~ S,F o F~ a - RRT,CFwEL FRI E li l DH~ DIRT/GRAVEL DRIVE 0 F ct~ ° - n ' WELL n' wooD sTEFS ° So TA STOI'IE RLOGI. y,03 - CDdE nF RFI1F N d DIRT/GRAVEL DRIVE a y J Q A h 3 I PRJCAI I SMALL DICIJC TCI iFCG FLL I n r GAIiAILS L REEDS r z~_ r 1 , 'e wood F?ieL` a1HAwuin 1^ ~1 1ti IT 11-F 'E FRITTS -Ell-'h N 38° 42'40''W g'v ' W 9 W 277.5 r 277.50' R= 111.12' L= 0.87' LOT 11 N/F GREGORY L.11864 P.624 III i G~C LEGEND: ~ Yo - PROPERTY LINE SFU LAND LOT LINE DNAUIIIIODILTDIAITFRATION OR ADOITIOIITO n SURVLr MAP BEAFIII. A LrI CrD LPI10 suFV1YDR'I BEAT IS A VIOLATION OF SETTIUl fp03. SUB-DIVISION 2, Or THE NEW MTV STATE EASEMENT - TDUTATION IAVVI OPM ; IIPIG FROM TIIL ORIGINAL OF THIS SURVEY MARKID WI rrI nII oRICHEAL OI THE LANG SURWEYaR'S HIKED S AT Da HL [I[EimOl D SEAL SHALL BE CONSIDERED TO BE VALID TRUE BUILDINC GEOID, CERnrlrAI ONS IDDICATED HEREON 5IGNI1 r IHAL FIT IL FENCE - - - BORV? WA'. PREPARED ]1. ACC OR D AIINE W1111 111E I S ISTIbib CODE Or FRALIICY FOR LAND SURVEIS ADORED BY IHE NEW LORI °IAII ABGOCIATION OF PROFE5SINRIAILAND BURVEr- DRS. A IF CGT IF [CAT IOIG SIIALI RUN ONLY TO THE PERSON BRUSH LINE. TREE LINE NOTES. FAR WHOM THE SURVEY IS PREPARED. ARID ON Ell BEHALF TO DRAWN BY: I ) DRAWING IS EASED UPON AN ACTUAL FIELD SURVE! OF THE PREMISES PREMISES THE TITLE COYIPANY, GRVERNMENTAL AGENC, AND LENDING DRAWING TITLE TT~~ IIffTT{~ 1IITT1IIf~ llffl1ff EST IHIOT INN ]N TO HEREON. AND TO THE AS, GDEL Or THE n1'013f)1~43'~~'1Jl' HIC SHOWN Losiw, uI.TITNTION. ERB]In GATIDNS APE NIT TRANS- -Q kAIPHIC &°i BOUNDARY NG PERFORMED IN MARCH., =006. ALL VIS ISLE LMPROVEMENTS ARE SHOWN FERARLL Il, ADDITIONAL NSTITUTIORG OR SURSEOUFNI ~~1 ,I f` I MAJOR CONTOUR LINE 215 HEREON. 51 BEAR IRAF SHOWN HEREON REFER TO THE DEED BEARINGS. MJRS. eG (`v JL \ __Ir IF 1-1, ~ _ "~l ;ice SUM/ SURVEY CHECKED BY: J~ ELEVA IIED~E SIIOwN HEREON REFER TO THE NAVDBB VERTIiAL NAG MINOR CONTOUR LINE DATUM. SOtir°JC'HO LdD 4I PROPERIY LIEC WHOLLY WIII-IIN FL-OLONE AE IPIPVUbB ELEV. 7.1) _EV. 7. I LICENSED PROFESSIONAL LAND SUR,V ,01K SHDU`ll IH DATE: 3e:LI6E-c am/ 11'()VVN IO1F S J N ~OF SOUTHOLD MARCH 31, 2006 SPOT ELEVATION AS SHOWN ON THE CURRENT FLOOD INSURANCE RATE MAP 736103TU1-b-c DATFR MAY 4, 1'999. AE ELEVA ION. NEIL GRANGE N.Y.S.L.S. # 049854 ('1110) 526-2498 51 'HE FIRS R RL WOW ELEVATION LIES AB-VE i9C FL-9C 'DUE AE ELEVA I ~TREES ' oELiouous NroR~YUS 1 sues CFA E a ILITr IN1FaHMATIaN ,1ow1 FErEEOI ARE BASED UPON -D UPIEN RECORD IIFaRMa1)LN1 AND ARE I, GUARANTEED. OD.I®.BI©S 893, GI'I©681FT, MY 11791 S1~]F1F'bO]L][i I[',0IL7TN.ll,,l V STATE OF NEW YORK SCALE: 1" = 1F" Rye q'et N'R~ rex+L`P`"ty~r'a rA w t_ 1 ,t YJ ~9 v ~ f~$k 0` 1 d ~ vr~y~-„~ I'~1".f~ "Mr~X, t W « lF n ! 5 f ~I + m 9 f ~4~'k 1< r', I:g Fe d Sa t s J i 9 ,1 Y - 1 i ° '~.e$ V J eeeeeT: fI T` f j r• PFYOV. UFE 1ME FF~_ ,'(TYP; LLASSE S7 Ove WATCHBUP 2-0" OOP AOOP EDGE. I ' 7 12 ~ - 1D I, -,~-"I~'NfC! ' t 4 ,i f _ I 17 yam, rt L, r r 1 Ti, ) 1l 9Y" p f a ~J F t ~ t:lae ~ Y: e { y, VIT t if, T., s.,'lo IT I, 1 t (A f~ J: i r fir.,` 1 „fI J, -1:1 1 1 T, Y NNW- t AE NAVD88 ELEV. 7.1 - 5*--l PER TOP OF RN. CnRA~D. Et -F- utwtc{snNa swe. t rl:, i_(a~ 1FI `~i° t i f~} T-7 "'M T 7 - - f QF" S F~F-341!§T-fWQ S`L~ ~IK1T ELEV. = 4 3,' rr V/'2 ELEV. .O' ELEV.4.3' TC7P QF. S{ AE3 - 3," B LOWV' ELEV. 5' ELEV.5.02' ELE,W. FtN. GRADE I 1 3 - Fr kaN4*C-MC„9' ,eON CLEAN 1I} r .,~I'•'+• 'It'x.'7- tl: a z-w k; ~ r t q 1 i i FIN4SHE.fl!@ILI NNY~HED. I ry. N~LV as CQ Y. & ;4l" I»I.Gniu FINIS Eb/fiLIPNMHED. _ C TOUT 1'-Q) X KO" OP NIN iN NPXM P'. C(7NCRETE FtUND;WAkL - ; ' All. VENYS SYF'iA1.L bE A MIN. OF 2" ABOVE F GRADE. I(o LLbbU'~kb VENTyS.~ AS PER FOUND. PLAN) MAX 1 -W ABOVE SIRS;! h- - 'th_ A P I . Y L'j ME EXT ~U ~~a!(IS'nNC4 ~i?'EFUfTN'T3 uv _ u f ' R t + 1 L~ •t i I V w } d r~ G r F.. 10'_4° - NEW 4" C041VG ~ AB ON CLEAt? Y~-1' ° { 1"~ r + 13 $ COMP, F{LL:' 51110 TO BE . 7 ! FtNtSHED/BUY'iNYSi'-tEQ: . 4 y '.1 r J I P1 ~ # f r - JB J a Y If i f 4 1 f hl 4 f ~s. 3 l: n? C ri ~1 1 ,r I e 1 F7F=aO F041N0ATI0N AREA TO'REK4AIN i 9'_Srr - y ~ 4,'_W r,. 1 9 nG. T• PROV.3 PROV. 3 - # 5 REB.AFt ,l _ d l.i......... (PYPICAL (TYPICAL BOTH SIDES) ,e ~ II RC' P GUT OUT 1 O X 1'-4" F04frV~1. WIAL oo IN~tS . 6-8 CUT PUT 1'-O" X V-O" OPENINGS a IN l=7C)&TI)"1Q $40Qk L IN NEW P. CONCRETE FOUND. WALL SHALL '$MX qQ F 2" ABOVE A VEN95 ALL V ANTS' SHALL BE A MIN. OF 2° ABOVE f I r=1NLL . FRAM (14LOUVE~VJ'~'NTS AS PER FORAM 'PLAN.)- F p 9'_1" FIN. GRADE. (14 LOUVERED VENTS AS PROV. Z-a H. X 31-0" W PER FOUND. PLAN.) MAX I' a- ABOVE SLAB. PENIN© O EW CRAWL SPACE - PROV. 112" ANCHOR BOLTS i L SPACE. - r @ 3'-O^ O.G. (T-W FROM CORNER'S) 4'09 r } g 18 FOOTIMS TOTAL _ IYx D'f g e 1 x I G i,Ya - R t f_ k 4 ~ M 3 )1pr_~n 4" POURED CONC. SLAB - J or ON LEA COMPACT FILL w~ ! YF Qf ~ R: PROV. NEW 2 X 2'X 12" O. P. CONC FTGS. P ) low. F, 5'-T ATION S: "~bN 12' T . 121-91"--__~ FOUNDATION PLANT h~ z O - za ~ J-_J III u' w III III III I III III III III EXISTING DECK TO BE REMOVED IFT EXISTING 2ND. FL DECK EXISTING WINDOWS TO BE TO BE REMOVED REMOVED AND REPLACED AS - - - III NOTED VI III III _ ~ III - - ~ ~ W ~Y U~ II II - -7 ° L J II nfz z III I I I III II II I~ II III ' III III L III III EXISTING WINDOWS TO BE - -7 REIUOVED AND REPLACED AS III OO NOTED Q ~o III EXISTING DECK PING DECK I I I I III TO BE REMOVED .REMOVED J ~ ~ ~I I a Q a: I I O yw p 2 m~ U r~ b EXISTING CAR PORT 0 O ti TO BE REMOVED r 1-0 0 all I w I I n i I ~ m I I I !!;k ¢ ui o 0, l Lk EX. FIRST FLC =LOOK PLAN (DEMOLITION) EX. 2ND. FL FLOU z EXIISTING FLOOR LAYOUT TO REI T TO REMAIN AS IS. ~ `Sy TO BE REMOVED AND REPLACED FOOTPF TPRI NT = 2,400 SQ. FT. EXIIS'TIN'G ROOK RAFTERS TO BE WITH NEW (SEE A.2-2 FOR NEW R NEW ROOF FRAMING) J e N q w o NE T ~O t q9 ~ ry N B a SCALE: ' h * 1/.t~~_.I ~0' "b"Y13 NAME: 4T X212 FN E`N DEMOLITION PLAN THESE DRAWINC#S AS WE:TRUMEt{I3 OF, St;T'jVICE. ' NO SITASOLE PRI?RGRTr OF THE ARCNITE.OT. NO REVISIpN¢, DHaNCjEG ANG/OR MDpIpOATION6 SHALLBEAL% DWITH42TWRfYI'EN AUTHORIZATION SY THE ARCHITECT. ANY R PROOUOTIONi.. W PAM OR WHOLE IS iCT.Y PROHIBITED HY IAW. A .DEMO GENERAL NOTES: FOUNDATION- NOTES: D:RAV1 i RAW I NG Lf rt JBJECT TO 1 ALL WORK SHALL COMPLY WITH FEDERAL. STATE, AND LOCAL BUILDING CODES 1. BASED ON $OIL BEARING CAPACITY, TWO TON PER SO. FOOT SUBJECT TO AND ORDINANCES. INSPECTION AND VERIFICATION A.O FO O FOUNDATION PLAN 2 BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE 2 ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL. NO FOOTING !O FOOTING SHALL A.11 FIR OTHER FOOTING. '1 FIRST' FLOOR' PLAN OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND BE SET HIGHER OR LOWER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOT WORKER-SC MPENSATION CERTIFICATES AND NAMES OF ALL SUB-CONTRACTORS. STEP FOOTINGS ARE TO HAVE A 30 DEGREE MAXIMUM A.1-1 FIR 1-1 FIRST FL. OECIC FRAMING, PLAN - A.2 SE, 2 SECOND FLOOR PLAN 3. THE CONTRA TORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND 3. ANCHOR BOLTS TO BE AT LEAST 5/8" IN DIAMETER AND 1 O" IN LENGTH WITH P :NGTH WITH A A.2-1 FIR 2-1 FIRST FLOOR CEILING FRAMING CONDITIONS ON E JOB, THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS MAXIMUM SPACING OF 4'-0" ON CENTER. FROM THE DIMENSI S SHOWN. SO SECOND FLOOR FRAMING PLANS 4. ALL CONCRETE TO BE t2.3 MIX; 2500 LB. CAPACITY UNLESS OTHERWISE NOl iERWISE NOTED A,2-2 RO 2-2 ROOF FRAMING PLAN N 4. THE CONTRACTOR SHA UPPLY ALL LABOR AND MATERIAL SHOWN ON THE OR SPECIFIED. DRAWINGS UNLESS OTHERW OTED. 5. IF CONCRETE BLOCK FOUNDATIONS ARE TO BE USED, THE BLOCK SHALL BE A.3 BU 10 >0 = 1 3 BUILDING SECTION O CK SHALL BE DE )RES FILLED SOLID DEMOLITION PLAN Z'4 5. THE CONTRACTOR SHALL BE RES SOLE FOR ADEQUATELY BRACING AND ASTM-145 WITH FULL MORTAR JOINTS. CORNERS ARE TO HAVE CORES FILLED =1LLEO TWO - AA EX 4 EAST & WEST ELEVATIONS Z M PROTECTING ALL WORK DURING CONS CTION AGAINST DAMAGE, BREAKAGE, WITH REINFORCEMENT. CORES WITH ANCHOR BOLTS ARE TO BE FILLED TWO COLLAPSE, DISTORTION, AND MIS-ALLIGN ACCORDING TO ALL APPLICABLE COURSES DOWN. SEE NOTE 3 ABOVE CODES. 6. PROVIDE 0 025" ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT A.4-1 NQ 9ULATION AT ALL 4-1 NORTH & SOUTH ELEVATIONS w PERIMElL-R SILLS. A.5 EN 5 ENERGY' CALCULATIONS 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, F AND COSTS RELATED TO A.6 6 NAILING SCHEDULE & P.R.D. W „ N i THE WORK OF THIS CONTRACT U.O.N. CONTRACTORS ALL INITIATE ALL REQUIRE 7 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZEO INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CO RACT U O.N PRESSURE TREATED VOLMANIZEO OR NA "ad 7 THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES EAN AND IS RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES M THE JOB SITE. 8 ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORSEEN CONDITIONS $H BE DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT P R TO STARTING ADDITIONAL WORK Fyn 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING l PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. FOUNDATION L E~.•n W~ r ? ~nr { ~ E N D I REFER TO CONSTRUCTION DRAWINGS FOR SIZES D 10 ALL FRAMING LUMBER TO BE DOUGLAS FIR ,$2 CONST GRADE OR BETTER. - - NEW 8" POURED CONGflETE FOUNDATION WALL 11 11 THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK - REFER TO DRAWING A.3 FOR HEIGHTS. SUCH AS BU7 NOT LIMITED TO: MILLWORK, SPRINKLER SVSTEM6 AND STEEL WORK-~ L~ POURED CONCRETE SLAB WITH 6X6 10/10 W.W,M ON CLEAN- ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE PACTED FILL. V CLEAN I PROCEEDING f (rW" CONC. SLAB ON CLEAN P. L FIN I$HED/BURNISHED. . , r NNEW " CONC SLAB ON CLEAN PP. I L. FIN ISHED/BURNISHED ~ * W W I:f Q Z I : I U) SWITCH TO SE LOCATED NEXT / TO EXISTING OPENII NG / % e I .I I,?I Lij i I` ,.I . ~ NEW 4" CONC. SLAB ON CLEAN „8" P CONC. FOUN A COMP. FILL SLAB TO BF_ 22 6" FTG. PROV., s .I FINISHED/BURNISHED WALL TO EXTEND 8' HELbw r ~ ~I I W" i W.W.M. 8X6 REiwF, rN WALL ~~J M FIN. GRADE. A' HI OH TOTAL. - I;I Q ISTING AREA TO REMAIN FOUNDATION I _ I PROV. t/2 AI~OH 60LT$ ` s 1'I a 8'-Q" O.C. FROM CORNERS) PROV 3 PROV 3 - # 5 REBAR `r- - •-~;~-r",'~'j~. =-~r, °a-'-.' .,T+ - i~w (TYPICAL (TYPICAL BOTH SIDES) it II 261_8" . ~e 2'-6" PROV PROV. DUAL HAUNCH SLABS PROV. 4 - B" X 12" CR L SPA E ~(TVPII (TYPICAL) VENTS ON NEW FOU DATION I I,1 ¢ 0 r; g 03 w ws C"ll PROV 1/2" ANCHOR BOLTS (E? 3'-0" O C. (1'-O" FRO CORNERS) 0 C~ ¢0 O qN LL 4' CRAWL SPACE I. 1s s' tR FOOTINGS TOTAL yw I r h' 6'- I 4"1 4" POURED CONC. SLAG L; / ON ON CLEAN COMPACT FILL a 'o PROV NEW 2'X 2'X 12'D I ~ I Q 'LL LL P CONC. P GS (IYP.) i - 513„ l ~ „A $g a a r Cl N D a m r I 7 128- S : - PROV. NEW 2' X 2' X 12" D. 8" P. CONC. FOUNDATION P. CON NC FT( 9. (TYP.) W/ 16° X 1W D FTG. PROV. DWC#: WAt41E: ~ 0272 OQ W W.M. 6X6 REINF. IN WALL WALL TO EXTEND 3' BELOW ~ATFOFNA FOUNDATION FIN. GRADE. 1 6' HIGH TOTAL $E pRAW111101 PM '$QF SE(NICE~ PLAN E TyEBbLE A11111101 10111 OF N TpI/ipEp.~~RCHpRECT. B A4 D W W" E ii 12*7" H DWG. NO.: FOUNDATION PL :)N PLAN 8Y' AACHIIE a54Y pR WF tE IS 6(HICTLY PROH19I 0.llY LAW, ,rAVA WINDOW LEGEND: CONSTRUCTION LEGEND: JD: ELECTRICAL LEGEND: DOOR SCHEDULE: v ALL WINDOWS TO BE ANDERSEN CLAD' !GENERAL NOTES: - NEW EXTERIOR PARTITION YWD, ALL ELECTRICAL WORK TO BE IN ACCORDANCE IST.FLOOR EXTERIOR DOORS AU :DX NS WITH THE RULES AND :(S IN WINDOW SPECS WITH FEDERAL. STATE, AND LOCAL BUILDING CODES EXTERIOR SHEATHING R WICKER WRAPPED & TAPED), QUALITY EDGE SIDING At k t OW \NVI t `iSl tlvt(~ 00, R- _ - 2" X 6" WOOD STUD WALL 1/2" SIDIN DGE C SIDING REGULATIONS THE AND A CERTIFICATE FROM THE N.Y B.F.U. IS TO DOOR ID WIDTH HEIGHT MATERIA OPERATION LOCATION (SCREWED /TAPED) BE PRESENTED T TO THE OWNER OWNER AT THE COMPLETION OF THE JOB lv(Y aNANrts BY •TRU-SHAKE^ -COLOR WICKER APP. / GYP, (SCREWED n 'UGH DENSITY). NOTE. THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE iO 3'-O" 6'-8" GLASS RIGHTSWING KITCHEN QOM ANDERSEN ROUGH ROUGH t ~ CLR. PINE 5' COLONIAL BASE TRIM, 8 R-21 21 FOIL OIL FACE E INSUL. (HIGH DENSIT 1,414Ni OF WORK, THE CONTRACTORS SHALL FURNISH THE 3 1/2' WIDE CLEAR PINE COLONIAL TRIM ON ALL WINDOWS 8, DOORS >OORS NOTED, ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE O PAIR 6'-O" 6'-e" GLASS O 6068PLR LIVING ROOM REFERENCE OpO OPEE,NV+1G QTY. \\\N1 R AN1 ` AI(CHII I^2'.I WI I H COPIES OF ALL REQUIRED INSURANCE AND ALL WINDOWS TO HAVE STOOL GYP BD ELECTRICAL CONTRACTOR - )OM NUMBFrR WI0% HEIGHT +Y\K4-ff ` +"x ipflINRA TICIN t"ERTIFIC.4T'ES AND NAMES OF ALL SUBCONTRACTORS. NEW INTERIOR PARTITION- 2"X 4" WOOD STUD WALL WITH 1/2" GYP SO ISTURE NOTE. ALL SWITCHES AND RECEPTACLES TO BE'LUTRON', "DECORA" IN COLOR 33 PAIR 6'-8" GLASS DBL. SWING LIVING ROOM TW3048• 3-21/S' W-6'7/A' EQRm" +1 I I ki. x`x +N I ItAk `l VI,", Slt 1311 I. OE RESPONSIBLE FOR ALL DIMENSIONS AND I iSCREWED(fAPED) APPLIED BOTH SIDES NOTE: PROVIDE MOISTURE \ 1Ni°N k'i`1N:n ON 1'' ii".' JQ!? TY VE AFt,:.,HITECT MUST BE NOTIFIED OF ANY VARIATIONS CEILINGS. ONO DOWNLIGHT TRIMS TO BE WHITE. _ 4 PAIR 6'-0" 6'-8" GLASS _ IDOL SWING S L PORCH ® TW2B310 2.107/6' - V-* 7/8' 12 II j I RESIST GYP. BD (GREEN BO.) FOR ALL BATHROOM WALL AND CEILINGS. thlAl Yi ui' t~R Nti)t,\NS :;i'N\4VN { PROV CEMENT WALL BD. FOR ALL TILE AREAS © TW2892-2 8-718/78' 3'471W 1 Tpy1/fllfb { 1'i A" S'x \'N 1't4"V+11\'iW :+hiAll. :3UPTV.Y ALL k. ABOR AND 1AATEE4AL SHOWN ON THE INTERIOR PAINT- TO BE'SENJAMIN MOORE" U.O.N ONE COAT PRIMER ANC f PRIMER AND m- DUPLEX ELECTRICAL RECEPTACLE as 3'-O" 6'-8" GLASS RIGHT SWING FOYER HOLJGHOUT (Par, DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT 1ST.FLOOR INTERIOR DOORS T I+f ir\\\'IN? a;,1 t'Nt !'.k~:F s,111i, ia\l9SE Nl1T'EiD { TWO COATS FINISH (COLORS T B D, BY OWNER) SATIN FIN. TIIHOLJGHOIJ'f F g~ 2W000 BIGHT SWING L DOM TW2432 2-81/8', 3`-4 7/8' 4 . It it 41sNhtC \.`iV\li 1Y IAI.L EIFM?E'S6'L'N!i,<t3LE FC,C. ADEQLIATELY BRACING AND U.O.N ALL TRIM SEMI-GLOSS ~HC DUPLCX SEPARATE CIRCUIT RECEPTACLE ~FAI 6•_B. OM I(~ >M 1 CWfS6~ 2-47/8` 3'-83/8" 1 EQ~Ii1B8 I'0+1tl l'ilN\t r\7I \\ti`HK 00RINtA ()ikiTBLICTiON AGAINSTOAM4GE. BREAKAGE HARDWOOD FLOORING-SELECT Mi RED OAK 21/4"W„ 161-6. FELT-LJNDEHI. ELT.,IJNDI"HIAYMEN f $ WALL SWITCH ' - - - 1 7 2'-0" 6' B" WOOD IGHT SWING BATHROOM i ( -1 IWOOD B1FQ RO(}M1 `M 1 V TW2452-2 4+-11 18116". &-4 7/8' t ® - + Vt •VI"~:C (h;'UL\1551+`N i+N0 MISA(RiNNWNT- ACCORDING TO ALL APPLICABLE (3 FINISH COATS OF CLEAR SATIN POLYURETHANE.) I_- AW21 V-08114' 2=47Ar 2 lL o 11 0 +'+`K 11C,+`1'x,Jti::Fl•\M 1'A) L,R1t .i1- t`F.R1.1R5 VEES, AND COSTS RELATED TO ! i SUB-FLQOR-USE 3/4" THICK PLYWOOD GLUED AND NAILED VW I I { - - - -I 2ND FLOOR INTERIOR DOORS / P i61 \\'~)t itv !t 11 iVa ~O:1N 1'RAr`1 N)AAC"TOgS SHALL INITIATE ALL REQUIRED { SUB FOR TILE AREAS 70 BE SCREWED AND GLUED C`O IB JI/N( TION ROX - _ - _ _ 9 2'-61 6'-8' WOOD LEFT SWING )BEDROOM 2 O NU MOI JN I [ U 2 O TW2452-2 W-11 15/19' &-4 -d/S` z - i+ INGt1Y yam\K15++`k' ail btK r'R+~ bA~Mi*! R' 13"IT UNDER THIS CONTRACT I j CERAMIC TILE - "AMERICAN OLFAN" TILE: OR APP- EQ TILE -tU BE IN;i I'AL LI_I. (L INSTAL Ll_L1 L. MOIJN FLIJ. _ -2 1/8' 5(-o %/6' _ 2 EQRE$6 y; - 7OM f JO TWM410" 3 i1 +'+1N S1:"\: `,Y+\Ii :''d'sAl 1 Al LA~il, T:NWS KEEP TNT,: PRE~MI~qS}E'~~SpCLEAN AND IS { OVER I/2' CEMENT BOARD U.O.N, WALL AND FLOOR GROUT TO HAVE )HAVE WALL 1lINt TIC)N k§OX 10 6' 8' ~ WOOD IGHF SWING M. BEDROOM f I- tt Y1S'"+1K,: 81',11 1'\`ti RtA*0\7,l l1\ AWL i,,Lg EHSH F:lf ALt I FWR FitOM THE JOB SITE. WATERPROOF ADDITIVE MIXED IN, WOOD RIGHTSWING M. BATHR iOOM ;O CXW14-+ S-0 11Z 4'-o1/; 1 ECIIFIP.89 L* _-_/~}e:. ANI Nl;i\VNs I I i 1~ s(-isIr maATi.-l)n~'wRt=.WWR^GND ACZ HU,L 1$ REOESRkD DOWNLIOHT (I ) t IQNTUIt.ER OR API''ROVED EQUAL 1 2'-6" 6'-8" OOM Q I LXYF RICH MOUNI FD DOWNI_IGHT (100W) _ _ - - 12 PAIR 4' O" 4 6 B" WOOD LIDINC BEDROOM 2 L M 2 © TW2032 2-21/8• 3-47/8" 4 wti;wN"5;:'-r 41 N'v ;iiC: aT~'~~ `IVwa~S~ O,tROa "IS AGEnrTr~xTO U *It PLI DING LEGEND: UAI ~{i Ipt . WALT, MOl1N I LCl L. 1 . SPOT LIGHT , - _ _ . . TOTAL 34 GARAGE DOORS - Ie I A `a tkxi ! .IS * G: „t dI N iA` ii2 RI, Ai 1 -0'~ ,Y?dl3FLR A7 L VM-1LL PAR TfiTILTNS RUNNING NEW C,:EILINC3 MOUNTED JUNCTION BOX FOR RECESSED EXHAUST , 13. _3'-O" - 6'-8° WOOD -RIGFf1 S -WING- GARGAE IJ A'; INf )ICA I f 1:1 . , +.VWI\f \ k c y+%,' I'=gAMi,''Idx r")AA\ f?k °•.Yi2tIEA6.E t4ks'xL~Eia k'^3STS ATA]..L OPEIVINC~S. ^ •P OPRO'ADE N CONS R /Cf10_N PLANS) FOLLOW ALL NECESSARY I'A Y ~1N AND N'Y.S AI •.V "t fi 1+`„`.N+..'*'4tt ,"Y INiA!A".ta7 d\ 4-i titIIE=;4` t 44D NY S LI FAN/0011 F WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DLI'IY UNIT - ~ROV. i\I_i.. ON APP 1EQl1A1 14 9'-0" 61.8-woo D ELECTRIC GARAGE ~p BUILDING CODES THAT APPLY TO WORK BEING ICOMPLETFO PROV. EVIL. \l i r: OaNgENlt 1 L'•b1a,Ti R 1"i'` N5y~fpY14~i:i.^'ti F''.R V4, AM CNR BETTEyR~. y, NECESSARY DRAIN VALVES •THESE UNITS MEET OR EXCEED THE FOLLOWING DIMENSIONS + • 1141. +`ONIe kNCIA,,O 81'g9Vl.t t-NN2 I`,NL Sr+:ilE` IAt'~MMUG`, 1:OR ALLSPECIAL )t V? ~ PROVIDE IROST FREE HOSE BIBS III EXT. MOUNTED LIGHT WITH FAN 15 91-91 61-8" WOOD ELECTRIC GARAGE -CLEAR OPENABLE AREA OF 6.7 sq, ft., i \ t~L 11 N<1`a'l'tiFF\iFl11?4? la141,1\Vi+01gK a4'?gRNKL/=#i ^.+'STEW AND STEEL WORK j *HB -a, 6'-8" WOOD ELECTRIC GARAGE SMOKE) CARBON MONOXIDE OE I ECTOR. 16 9. -CLEAR OPENABLE WIDTH OF 20'. AND N!'i.Y)1141-APF4RTAL i YF7rif ARCA-11ITF07 BEFORE I ~S SHOWER HEAD `9O TO BE HARD WIRED TO CENTRAL CONTROL BOX - 1ST.FLOOR INTERIOR DOORS _ -CLEAR OPENABLE HEIGHT OF 24° - - Q T NEW TFL EPHONE RECEPTACLE --12- p, T'- ING 17 6_g WOOD LEFT SW CLOSET +UNIT TO BE ORDERED W6H A 2 1/4' GRILLE 4 NEW CABLE N RECEPTACLE TO SIMULATE A CHECK RAIL ' INSULATION NOTES: 18 3'-O" 6'-8" WOOD DBL SWING CLOSET 4 ST NEW STRUCTURED CABLE l -EXISTING EXTERIOR WALLS- 2°X4" WOOD STUD R-15 (HIGH DENSITY INSULATION INSULATION 'I t9 4'-O" 6-6" WOOD DBL SWING FOYER NEW DOORBELL oe® BY'CERTANTIEED' OR APPROVAL EQUAL. - - NEW EXTERIOR WALLS 2"X6" WOOD STUD. R-21 FOIL FA. HIGH DENSITY INSULAT SITY INSULAI-ION BY'CERTAINTEED' OR APPROVED EQUAL. - NEW ROOF- R-38 KRAFT-FA. INSULATION BY'CERTAIINTEED' OR APPROVED EQ ROVED EQ p B ti REMOVE EX. CHIMt+ VE EX. CHIMNEY. PROV. MEDIA RM. WOOD FRAMED CH FRAMED CHIMNEY W/ y 2'_$" X 1 •2,-6° INSUL FLU INSERT FACE . FLU INSERT AND STONE --_-12'_T I I s GREAT RM. i I 14'-6" X 26'-0" I I TO FOYERa SWITCHES II ~gqAAGE DR. '0` - ARAGE DR v CG~ ER I I d orI PEN I I ~ r i ~I I B I it III' TO LI aNTS I I ABOVE I ~ 1 I 10 HB ~y I i I y I -31 I I I ~I TO SWITCH I IN FOYER 1 _ _J II GFI 17 ilp,' GFB P P I- I,~%,1--1~ '~I HB ,Fm ~JB _ I 2~ ~ FWOf>DB~PLFt, JB 141 = HOT WATER STO TANK SG 9 FOYER ~ z ~ 9. I OFI°'I ~I I Ii~ q;Ij I l I.I TO PORCH ll LIGHTS I,I II, III jl~ 321_7„ i I~ ~ IdF I',I I III I I UP TO ~ 9i SWITCF C _ I I 6F Ali 'll'1 ~ i' - 9T swlrcH _ J I I D. NOTE. PROVIDE FOR ALL I ALL OO N' ~ , Iola FI G III' E' TNEW EXT PLYWOOD' ' W ' ~ a ~11,'II, ;FI , ""I SHEATHING. HE OB + _ ??B~ I I I FI' I z NT ° it III ~ ~ 1~' ~ III ~ ~ I 19'-5 ryry~E~VV P 1. I ELEC - , 12' tL ¢ 0 0 III' WOOD PROVIDE BRAZILIAN IRON PORCH ~ I 1 I DECKING OR APP EO. III E E Aq I O O! 7 2 -o x 2s'-o'I OHO I i U U U U O 0 0 0 O - - - - - PROS 2 ZONE HYORONIC * h * °w u~i w w 0 PMT COIL UNIT HER SYSTEM W/ S26 BOILER AS REQUIHED ) 1 s, X212 N~ m 0 OFNE`t'1y g g $ KITCHEN' ttl~ N 7 7 ,_6„ x 14'-6° OFFICE SET *H0 4.11.05 ,140-1 a° 27'.4" FIRST FLOOR PLC PLAN L PiRST FLOOR SITTING RM. BOILER RM. _ SQ.FT. FL 11'-6° x 1V-6° 6_0" X 6'-4° AREA = 1,670 SQ.F- GARAGE = 620 SQ. F 7 SQ. FT. dggyHy'V'~" 1 AR7- ' tlRLE'I -IQNi.N M 2 . TF PROVIDE SCREENING BENEATH D KN . Q ~ o PROVIDE BRAZILIAN IRONWOOD N DECKING OR APR EQ ~ m lr `l ?3 ~ V ~ W 2" X t O" AC F.J. ®t 6" O C, W a~ TT- lill 24" SCI. X 12" D_ ryy~ Alt P. CONC FFG. ypG. C7 ~ (TYP.) 2" X 1 O" ACQ F.J. p 16" O Cf GIRDER 2" X 10" ACQ 6" X ADO POST" (TYP 1 F.J @Y6"OC.~ 24" SQ. X 12" D PROV. 4" LALLY COL BENEATH END OF GIRDER. P CO C. FTG MP.) PROV. DBL. 1 3/4" X 11 7/8" G-P LAM 2.OE LVL GIRDER FOR REINFORCEMENT UNDER KITCHEN AREA F.J. ONLY X 10" Fc.J. 1 o. - PROVIDE BRAZILIAN IRONWOOD DECKING! R APP EQ. WY 2" X t0" ACQ F.J @16"0 . C.' &I 2" X 10' AGO o R ER z} f-~ W 6" X 6" AGO POST (fYP) 1 - C) z n I X 10' ACQ GIRD- ER ~ ,2"X10"FJ 16" O.C ' U) W L G~ X I0" ACQ F J. ~ 76" O.C 2" X 10" ACO RJ _ @ 1L C- O. +I ~a FIRM FIRST FLOOR DECK FRAMING PLAN 2"X6" WALL STUD G~ ON OF WINDOW 2"X6„ (3) 2"X 10" CONNECTION OF WIND1 2"X6" WINDOW HEADER TO EXTERIOR % O EXTERIOR WALL. WAI I- WAI I- - isanco 911 ~ SIMPSON LSTAl8 STRAF LS A18 STRAP WITH STUD STUD (12) 1 Od FASTENER. 1STENER. WALL SHEATHING-" i (3) 2"X 10" WINDOW pi III III CONNECTION OF WALL / III III SHEATHING TO WINDOW HEADER yilw yI~II HEADER ?X 8' BLOCKING 2"X6" JAOK-/ (2) 2" X 4" TOP PLATE STIUDS III ONNECTION OF WALL III SHEATHING TO2"X6"STUDS CONNECTION OF WALL SHEATHING [ -ZING D8 TO,STUDS AROUND WINDOW HEADER A' -ADER Al-1 u 9 JACK TRUSS BRACING STUDS ,CK _ (EXAMPLE) "UDS z (MTS12) BAND JOIST TRUSS/RAFTER CONNECTION OF ;TION OF WALL SHEATHING D5 FLOOR FRAMING 0 DQ TO TOP PLATE TO W I NDO\ (RPS4) WINDOW HEADER Al-1 (EXA (EXAMPLE) 2" X 10" RAFTER 0 OIL i 7 7h I RAFTER BRACING MTS12 STRAP TWO- MEMBER FLOOR KANT-SAG LSTI22 OR AP SIMPSON HL35 WITH (7) 10d X 1 1/2 FASTENER 4 SUPPORT BEAM HFA -D BRACKET TO STUD AND RAFTER CONNECTION OF FLOOR FRAMING qN Na FASTENER RIDGE (SWI H TRAP REQUIRED FOR 16" JOIST ANGLE PILE TO SUPPORT BEAM SIMPSON LTS12 WING O Q I BEAM (STRAP REQUIRED FOR 16" JOIST DEPTH O MEMBERS WITH SLOPE STRAP WITH (12) 100 X 1 1/2" FASTENER V LTS12 tp A j FASTENER STUD TO STUD OF 7/72 OR GREATER). DBL. MICROLIAM INTO FLOOR JOIST AND SUPPORT BEAM 'ORT BEAM BIRDSMOUTH CUT 4 D7 CONNECTION OF FLOOR FRAMING I 1WNAILS OR - I LOW END OF JOIST ONLY Al -1 - SUPPORT BEAM- vIING D9 LSI 18d SINKERS STUD TO BAND JOIST 2" X 10" R.R. SP d VERTICAL (CS16) Al-1 4" O.C HORIZONTAL HEADER ANCHORAGE (EXAMPLE) 10 (EXAMPLE) A O q (LSTAt 6) STRONG-WALL I f ROOF SHEA71NG TO WALL STUD SHEARWALL - - I CONNECTION OF RIGDE D1 CORNER CONE IER CONNECTION D2 TRUSS TOP PLATE y~ No a cri~c RNER) BEAM TO ROOF RAFTER Ai-1 (EXAMPLE ;EXAMPLE) Al -1 WALL STUD OF (EXAMPLE) PROV. 11 7/e" BOX BEAM * OR 0 w t- PRE-ATTACHED SILL PLATE TO PHD6 WITH - FOUNDATION (12) SOS 1/4 x 3 USING USP BEARING FASTENERS PLATE FASTENERS WALL STUDS BOTTOM PLATE (HBPS/LBPS) CLIP ANGLE (BOTH SIDES OF BAND JOIST 121 FNE`t'I .w 1 SCREW THROUGH CONNECTION) MIN. LENGTH = JOIST DOUBLE < i' - SILL PLATE TO BRACE AT EACH FOUNDATION WEB DEPTH MINUS 1/2" TOP PLATE (BP) FLANGE 8 SCREWS (4 PER LEG TWO- MEMBER FLOOR SUPPORT BEA ;UPPORT BEAM SILL PLATE TO 076"X 33 MIL FOUNDATION PROV METAL FLASHING - CONN rCTIN OF WALL. TO FLOOR METAL HURRICANE PILE SIMPSON LST l8 STRAP WITH FRAMI USING USP AT AL PLATE FASTENERS BEARING (TYPLALLI LOCCATIOINS) CONNECTOR (12) 10d FASTENER. 771-4 FRAMING OFFICE SET A ''H t 1/Any-ydp,i (HBPS/LBPS) WALL CONNECTION OF BAND JOIST TO SUPPOR T TO SUPPORT 11-09,04 SHEATING SIMPS'ON LTP4 STRAP (12) 8d X 1 1/2" x 9 Y/2^ FOOR FPL.ANNALL METAL FASTENER SCHEDULE 1 X- BRACING D3 CONNECTION OF TOP D6 CONNECTION OF WALL (EXAMPEE) Al -1 (EXAMPLE) Al -1 JOIST TC JOIST TO HEADER JOIST 04 WALL PLATE TO WALL STUD. Al -1 TO FLOOR FRAMING. A' THESE DRAWINOB AS 16M sOP BERVm (E. (EXAMPLE) Al-1 (EXAMPLE) 7NO7~ ARE TWE SOLE PROPEflTY" ARCHIT]?TeT. 'DWG. NO REIAMONS, o%ANQE9, MOOR MOOIFIOATIQNS SHALL6E ALLOWED WITHOUT WRIIRENAUTHIJRI2ATION BYTHEA 111 ECT. ANY REPRODUCTION) PART OR WHOLE IS STRICTLY PROHIBITS) 6Y LAW. j/^}\ GENERAL NOTES: CONSTRUCTION LEGEND: D: ELECTRICAL LEGEND: DOOR SCHEDULE: V\ NEW EXTERIOR PARTITION- 2" X W WOOD STUD WALL W/ 1/2" CDX PLYWD. i ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES .:I EXTERIOR SHEATHING (TYVEK WRAPPED & TAPED), QUALITY EDGE SIDING PLYWD. NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND 1ST, FLOOR EXTERIOR DOORS T ALL E SIDING REGULATIONS OF THE N Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO DOOR ID WIDTH HEIGHT DOOR ALL WINDOWS TO BE ANORFAUN CLAD AND ORDINANCES BY'TRU-SHAKE" - COLOR WICKERAPP. EQ. PROVA/2" GYP BD.(SCREWED /TAPE OPERATION LOCATION', ;RFWED RAPED) BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOH. T RIAL JO CLR. PINE S" COLONIAL BASE TRIM, & R-21 FOIL FACE INSUL. (HIGH DENSITY) ENSITY) NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE 1 3'-0" 6-e" GLASS RIGHT SWING KITCHEN IRS NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MATL. TO BE SUPPLIED BY THE - WINDOW OPEO~ 2, BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE 3 1/2" WIDE CLEAR PINE COLONIAL TRIM ON ALL WINDOWS & DOORS OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND ALL WINDOWS TO HAVE STOOL. AN EN i WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS, NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH 1/2" GYP, BD. BD ELECTRICAL CONTRACTOR O PAIR 12'-0" U-6" GLASS SLIDING _ LIVING ROOM R 3 THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND - (SCREWED/TA14ED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE JRE NOTE: ALL SWITCHES AND RECEPTACLES TO SE'LUTRON', "DECORA" IN COLOR O PAIR U-O" 6'-8" GLASS DBL' SWING LIVINGROOM LINOS. O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. A ENUEFIE :l CONDITIONS ON THE JOB THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. FROM THE DIMENSIONS SHOWN. PROV. CEMENT WALL BD. FOR ALL TILE AREAS, 4 PAIR 6'-0" 6-8" GLASS DDL~ISWING S.I. PORCH TM/8090` iJy~"J3gf1S ® TVJ283A0,2-101/8°' 4-0716' YE- - . 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE INTERIOR PAINT- TO BE `BENJAMIN MOORE" U.O.N. ONE COAT PRIMER AND DRAWINGS UNLESS OTHERWISE NOTED. TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT IMER AND 4) DUPLEX ELECTRICAL RECEPTACLE 6 3'-0" 6-8" GLASS RIGHT SWING FOYER 1GHOUT (PGR DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT 1 ST. FLOOR INTERIOR DOORS g' TW2632-2 5!-716716" 3'-4719 1 'fimkA6R , 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND U.O N ALL TRIM SEMI-GLOSS. PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, HARDWOOD FLOORING-SELECT $1 RED OAK 2 1/4"W., 151-0. FELT„UNDERLAYN ,UNDERLAYMENT tsc DUPLEX SEPARATE CIRCUIT RECEPTACLE @ 2'-e" 6-e" WOOD RIGHT SWING UTILITY ROOM Y e M ® 7W2432 Q'-6 7/8" 3'-4 716° 4 COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE ® (3 FINISH COATS OF CLEAR SATIN POLYURETHANE.) $ WALL SWITCH 77 2'-O" 6'-B" WOOD RIGHT SWING BATHROOM? O 1 O Owl as- _ 2-4-7/8" T-5 3%8. 1 EaR SS . , - CODES. 1 O TW2802-2 5'.715/10" 6'-4 7/6" 2 (TTyy^~~`Ii 6 THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO SUB-FLOOR-USE 3/4" THICK PLYWOOD GLUED AND NAILED, THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED SUB FOR TILE AREAS TO BE SCREWED AND GLUED $3 3-WAY WALL SWITCH O PAIR 4'-8" 6'-8" WObD BIFOLD _ HATHRDOM'1 O INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT rB CEILING MOUNTED JUNCTION BOX 2ND. FLOOR INTERIOR DOORS O OH AW21 2'-0 5/6" Z-4 7/e" 2 CERAMIC TILE `AMERICAN OLEAN" TILE OR APP. EQ. TILE TO BE INSTALLED 7, THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS ® OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE JSTALLED 9O 2'-6" 6'-8" WOOD LEFT SWING BEDROOM 2 QI AVE 0de WALL MOUNTED JUNCTION BOX ' QI TW2452-2 4'-1116/18° 3-47/8" 2 , RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. WATERPROOF ADDITIVE MIXED IN. 10 2'-4" 6-8" WOOD RIGHTSWING M. BEDROOM J~ Z A J~ TW3041 O• 3'-21/8" 5'-0 718" 2 EGRESS 8 ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE RECESSED DOWNUGHT (100W) "LIGHTOILER" OR APPROVED EQUAL DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO ` 1t -6" OK ~E EXTERIOR MOUNTED DOWNLIGHT (100W) 2' 6'-8" WOOD RIGHTSWING M. BATHROOM M OK CXW14'+ 3'.O 1/2" 4'-01/2" 1 EGRESS PLUMBING LEGEND STARTING ADDITIONAL WORK. 12 PAIR 4'-O" 6'-8" WOOD upING BEDROOM 2 © Tw2032 2'-21/8" 3'-4 7/8" 4 6. 6: ~i 9 DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING JS WALL MOUNTED DUAL SPOT LIGHT GARAGE DOORS TOTAL 34 PARALLEL TO THE FRAMING PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED REFER TO CONSTRUCT DRAWINGS FOR SIZES. P ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N.Y.C. AND N Y.S. INDICATED NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST N Y.S. FAN/LIGHT WITH DUAL SWITCH AT WALL "GROAN" HEAVY DUN UNIT 13 3'-1)" 6'-8" WOOD RIGHT SWING GARGAE J ALL OR APP. EQUAL. 10 ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS GRADE OR BETTER. BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV ALL NECESSARY DRAIN VALVES. - 14 9'-O" 6'-e" WOOD ELECTRIC GARAGE 11 THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK PROVIDE FROST FREE HOSE BIBS. SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK 41-16 F EXT. MOUNTED LIGHT WITH FAN - .T 16 9'-0" 6'-8" WOOD ELECTRIC GARAGE 'THESE UNITS MEET OR EXCEED ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE SMOKE/ CARBON MONOXIDE DETECTOR: T LSD TO BE HARD WIRED TO CENTRAL CONTROL BOX 16 9'-O" 6'-e" WOOD ELECTRIC G/aRAGE A THE FOLLOWING DIMENSIONS: -CLEAR OPENASLE AREA OF 5.7 6q. ft., PROCEEDING •S SHOWER HEAD -CLEAR OPENABLe WIDTH, OF 20'. AND -1 4 T NEW TELEPHONE RECEPTACLE 1ST.FLOOR INTERIOR DOORS -CLEAR OPENABLE HEIGHT OF 24" G1 D NEW CABLE TV RECEPTACLE t7 2'-O" 6'-8" WOOD LEFT SWING CLOSET +UNIT TO BE ORDERED WITH A 2 1/4" GRILLE INSULATION NOTES: 18 2'-0" 61-8" WOOD RIGHTSWING CLOSET TO SIMULATE A CHECK RAIL, d sT NEW STRUCTURED CABLE ILATION NEW DOORBELL t9 4'-0" 6'-8" WOOD DBL, SWING FOYER - EXISTING EXTERIOR WALLS. 2"X4" WOOD STUD. R-15 HIGH DENSITY INSULATION BY'CEPTANTIEED' OR APPROVAL EQUAL, oe~ - NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-21 FOIL FA. HIGH DENSITY INSULATION INSULATION BY'CERTAINTEED' OR APPROVED EQUAL. - NEW ROOF R-38 KRAFT-FA INSULATION BY'CERTAINTEED' OR APPROVED EQ --D EQ M. BEDROOM 15'-2" X 14'-6" (EXISTING) BED1 BEDROOM #4 12'-8" X 14'-6" - - PRO .NEW WOOOFRAIMED 1 2' CHIMNEY WITH INSUL FLU (E; (EXISTING) 1 O'-101, INSERT I A PROVIDE 2" X 4" SLEEPERS OVER "E.P,D.M." WATERPROOFING PROVIDE BRAZILIAN IRONWOOD DECKING OR APP. ED _B B u \ I i PROV. PULL-DOW STAIR BY S l R PIPP. Q. ` - I - - - - - SIZE T.B.D 1 I - E Cc I I r TO SWITCH / BELOW ~r t5 2a ja 0 4 jl AI TC A QFI' JB'. i y11 1 ,o I I i I O 6 ~ it l' l I S~ - PULL-ON. STAIR C - BESSLER MODEL li 826-3, 6 FT C H. g I Ia 5 R 0.-25 1/2" X 54" 7 1 I I I I I ~,II ~I C BATHROOM I I I t2 i I O I 51-011 X 71-1011 II~ III 9 IB (EXISTING) 0 18 3 i pFll I~ I I 74- ~ I ELECTRICAL LEGEND: I I 0 910, NOTE: ALL ELECTRICAL WORK TO BE IN ACCOR ANCE WITH THE RULES AND AND W . O,LL REGULATIONS OF THE NN.B.F U AND A CERTIF ATE FROM THE N,Y.B,PU. IS TO C U. IS TO D BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. , ff/Dl ~ a 7- „ L P VID ALL LIGHTING FI URES UNLESS OTHERWISE NOTE' THE OWNER SHAL RO E XT I D E NOTED, L OTHER ELECTRICAL EQUIPMENT AND MAl" 1. TO BE SUPPLIED BY THE ELECTRICAL CONTRACTOR. D BY TH - p : BY THE I N ui I i NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON'DECORA IN COLOR I I COLOR zz O.N O. DOWNLIGHT TRIMS TO BE WHITE I B I I , I DUPLEX ELECTRICAL RECEPTACLE I I) M. BATH. I I - Q 2 LL 2 81-811 X 101-6" Wl3F DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT I I I G\y~fcpE NU 9~ p O O 0 (EXISTING) 12 a 4' B" i $sC DUPLEX SEPARATE CIRCUIT RECEPTACLE U, W U. I WALL SWITCH I , li I U U U U s WALL SWITCH I 3-WAY I p 0 0 0 K - - J6 CEILING MOUNTED JUNCTION BIOX W MOUNTED JUNCTION X - - I ALL BO JB @ s~yTFapFNE~y~Q u9 _ I mm N N N - - - - W RECESSED DOWNLIGI-IT (100w) "ILIGNTOILER' OR APPROVED EQUAL - - - - .r - - mF EXTERIOR MOUNTED DOWNUGHT (100%01 W _ - _ - ' - _ - - MIS WALL MOUNTED DUAL SPOT LIGHT OFFICE SET m BEDROOM #2 - - - NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST - - - ' ~eF FAN/LIGHT WITH DUAL SWITCH AT WALL. °BROAN" HEAVY DUTY UNIT r 3 - ALE:' IIT 4. 1 1 .1.115 121-9" X 14'-611 OR APP. EQUAL,. (EXISTING) BEDROOM #3 *F EXT. MOUNTED LIGHT WITH FAN T 1 1'-2° X 15'-5° •su SMOKE/ CARBON MONOXIDE DETECTOR.. S C f01 M ' i ~N TO BE HARD WIRED TO CENTRAL CONTROL BOX SECOND FLOOR PLA 'u ( (EXISTING) DT NEW TELEPHONE RECEPTACLE ~Ep Np9~ gip I T Dc NEW CABLE TV RECEPTACLE gN~1ifi Ti.1E01.5 PMi1P>a'IR~" p yM1Tk4TVl~jcpeNg, -w...,,,., AREA = 1,200 SQ.FT. BY 7v~EA'~r1~~nfn~S~A~C~NFUYNH°BL2ATK7N .FM.aa. YJL°S:: ' Gtkmlo4E IS ETRIFTEY HI9 TE s v.W.PM9 GARAGE = 5010 SQ.FT. :T. Pa® NEW DOORBELL A.2 U7 ~ w a~ 0.~ PROVIDE 2" X 4" SLEEPERS OVER "E.P D.M." I 3/4" X 1 1 7/13" GPI-65 9~5 WATERPROOFING. PROVIDE BRAZILIAN IRONWOOD DECKING OR APP EO PROV. DBL. 1 3/4" X 11 7/8" C J W y s^ o.c~ G-P LAM 2.OE LVt HEADER ?U PROV. NEW 2" X 10" F.J ~ EEN EXISTING F J. 00 - (UNDER M. BED/BATH ONL O I x- J 1 3/4" X 11 7/8 GPI-65 - - - C J. 16" O.C PROV. DBL. 1 3/4" X 11 7/8" G-P LAM 2.OE LVL HEADER t 314" X 11 7/B" GPI-66 PROV. DBL. 1 3/4" 1 3/4" - - C J, (h) 16" O C. PROV. DBL. 1 3/4" X 11 7/8" X 11 7/8" G-P LAM P LAM G-P LAM 2.OE LVL HEADER HEADER PROV DBL 1 3/4" X 11 7/8" 1 G-P LAM 2AE LVL HEADER - ~ w c 1s" o.c ' - Z PROV. DBL. 1 3/4" X 11 7/8" G-P LAM 2 DE LVL HEADER 3- 1 3/4" X 11 7/8" MICROLAM LVL 1 3- 1 3/4_X 11 7/B~"}yM'~-ICROLAM LVL ICROLAM LVL 3- 1 3/4" X 11 718" MICROLAM LVL W/ 2- 3/8" SY€P_L R:ATP7S HEADER ABOVE GARAGE PROV. NEW 2" X YO' F J B EEN EXISTING F.J. - (UNDER M. BED/BATH ONLf - 7 3/4" X 11 7!8" GPI-65 DBL- 1 3/4" X 11 7/8" G-P LAM C.J. G 16" O.C. 2 -OE LVL BEAM PROV. DBL. 1 3(4" X 11 7/8" G-P LAM 2.OE LVL HEADER O ~ Sl-R. COLUMS BELOW - O U~p i Ill i k=I~_~ it ng LL w$ V F 0 0~ 0 _o B g FIRST FLOOR CEILING FRAMI -RAMING PLAN w 2 Q o x ~ Q ~~N K N01 Ch 0 0 0 ~G\y~ gR~'~mP z z q a w w {T U U U 0 0 S O oO 0 9TFOF NE`t'~~OQ > > y _ g w °o - ~ rp a r-m OFFICE SET SSA" 1 .~~.Q 114'=l'P" Wtt;1AMl~: IRST & SECON" OR PRAMINPt N$ THM flapn~~W~~INOS As INSTRUMENTS OF SUMCM ARE THE $OVPRO1PI RW OPTHE ARRCCHHrMCT. P y~~~~ ` iIDViICi. IJO.: NO fl6Vl$I6N5iPWEO WC oAIOI,T,m I TIO 9HAl;t BF ALL - WRI. A BV THE kfiCHR'ECT. ANN OUCTIQ.N IN P _ OR WHOLE M STRICTLY PROHI6ITFO LmL,W A.2-1 ALTERNATIVE FOR OPENING PROTECTION LL&, ~ . WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF B'-O" SHALL 13E PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609 1.4 ABD 1609.6.5 AND TABLE 1609.1 4) i TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS ~r PANEL SPAN < 2'-O" < PANEL 4'-O" < PANEL 6-O" < PANEL FASTENER TYPE 2'-0" SPAN :s 4-0" SPAN 5 6-0" SPAN < &-0" 1 112" #6 WOOD SCREWS 16 16 12 9 PANEL LI NEL LEGEND (REFER TO TAB ER TO TABLE 1609.1.4) PANEL SIZE t 1/2" #8 WOOD SCREWS 16 16 16 12 REF TYPE AND # OF SCREWS IF SCREWS WIDTH HEIGHT OTY #6 SCREWS @ 16" O C P16"OC 4 HORIZONTAL - 6 VERTICAL .6 VERTICAL-10 3'-1 O" X 6-3" NOTE. SCREWS @ 12" O.C, P 12" O.C. 9 REFER TO Al & A.2 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS. #B B" HORIZONTAL-6 1 VERTICAL - 6 VERTICAL - 8 3'-6" X 4'-7" I #8 SCREWS @ 12" O.C. p 12" O.C. 1 1/2" #8 WOOD SCREWS 12 12 C HORIZONTAL-10 VERTICAL - 10 VERTICAL - 8 6-3" X 4'-0' D 12" O.C 6-0" < PANEL 6-0" < PANEL #8 SCREWS (-W 12" DO SPAN < 8'-O" SPAN < e'-O" D HORIZONTAL - 6 VERTICAL . 6 VERTICAL - 6 3'-2" X 4'-O" 4 #8 SCREWS @ 12" O.C. D 12" O.C. E HORIZONTAL-6 VERTICAL 9-1 .6 VERTICAL - 8 3'-O" X 4'-3" 1 #8 SCREWS @16"O.C. 16" O.C. I. S _F HORIZONTAL-6 VERTICAL - 6 VERTICAL - 8 3--6"X 4'-1" 1 ."G'k #5 SCREWS @ 12" O.C. P 12" O.C. - C "D "E" "F HORIZONTAL - 12 VERTICAL l 6'-3" X 5'-11" 2 . 12 VERTICAL - 12 #8 ,H„ SCREWS @ 12" O.C. y 12" O.C. 2 _ I - HORIZONTAL-6 VERTICAL .6 VERTICAL - 6 2'-8" X 2'-11" = I, #8 SCREWS @ 12- O.C. D 12" O.C. SRI,}.!` HORIZONTAL-10 VERTICAL . 10 VERTICAL - 12 6-7" X 5'-11" 2 #8S REWS@ 12" O.C. D 12" O.C. 2 1 HbRIZONTAL - 6 VERTICAL .6 VERTICAL-10 D 12" O.C 1 - - - - #8 SCREWS @ 12" O.C i HORIZONTAL - 6 VERTICAL .6 VERTICAL - 8 3'-6" X 4'-7" ,#8 SCREWS @ 12" O.C. 9 12" O.C. 'L L HORIZONTAL-8 VERTICAL 6 VERTICAL - B 2'-1 O" X 4'-O" 4 „I„ TOTAL 33 2" x 4" ON FLAT "FLYING RAKE" Q 16° (1Y DBL. 1 3/4" X 11 7/8 1 3/4" X 11 7/8" G-P LAM G BLE E DS) LIL= RIDGE BEAM E BEAM d R d 8' X ; M FLAT OU 2" X 4" ON FLAT "FLYING E" x q 4D 16" O.C. (TYP. GABLE ENDS) N -10 Up X, I x 2" X 10" R.R. @ N@ FTIF~ D L. 1 4" % 1 } T!B' C-P I AM 16"O.C (T' 0 2" X 10" R 2" -X1 M R.R. N Ip 16" O.C. 16" O.C. (TYP) III ~f a l 2" X 10" R. R. ® 2"X 10" R. ti Q Q Y ~ J 6UX0 X0 Q 1 it zat Y BEAM 2" X 1 O" R. 16" O.C. C M[D)BL-N20X ~ UO m~O 76" O.C. (TYP qq A DBL. 2" X 12" VALLEY BEAM ~q LL LL ,2" X 10" R. R. L4 r, mu- 16" O.C. Q U ROOF FRAMING PLAN 10 ~k :k 0 Q 0 Q„ ' X srgr oz1 z+ yoQ~ ' 2"X10"RF 2" X2 1 EOF NEB - 16" Q.C. 2"X 10" R.R.@ 2" X t2" RIOGE BEAM ' 6 O . (1VR.) f t SET 7 *o C~ a R 5 O 2" X 41' M FLAT "FLYING. " KE' fl- X fal t6" O.C. WT GABLE St+tOS) ~r PROVIDE ICE 8. WATER BARRIER AT ALL RAKES, FASCIAS, VALLEYS, CRICKETS, DORMER, AND CHIMNEY AREAS PROV. 15# FELT UNDER- CONT. (TYP VENT 8) IDGE VENT BY "COBRA" OR APP. EO. LAYMENT. INCL. ALL NED FLASHINGS (T'P ALL HIPS & PAUL HIPS BRIDGE AREAS) z 2-1 3/4' 2-1 3/4" X 11 7/8" RIDGE BEAM (G-P u (G-P LAM LVL) 5/8" CDX PLYWOOD SHEATHING PROV"WEATHERWATCW UNDER- Q LAYMENT UP 2'-O" ROOF EDGE. Z ~r21 2" 2' X 12" RIDGE BEAM U PP Lf zZ ~ OF I u PROV. 40 YEAR "GAF" ASPHALT ~p PO ROOF SHINGLES. (TYP ALL AREAS) OVER 15 LB. FELT. PROV. "WEATHER z~ M WATCH" UP 0-0" OF ROOF EDGE. OG 2"%10"CJ aJ 16" O.C \T s$W r A {qqS DBL 2"X 10" HOR. Q.~ R-38 HIGH DENSITY FIBERGLAS :Fl BERGLAS (TYP, ALL) FA. INISUL (TYP. ALL AREAS) AREAS) ay 2 2" X 6" EXT STUD WAIL. PROV. 1/2" CDX PL OOD W)' YVEK Z' X 15 " C JI. @ 16" O C (EXISTIN(5) HOMEWRAP" UNDER ALL EXT. CONT. RIDGE VENT BY "COBRA." OR APP. EC J(ISTING) 2" x 10^ C J. A" OR APP. EIO AREAS) SIDING a 16" o C (TYP ALL HIPS & RIDGE AREAS) 2-1 3/4" X 11 7/8" RIDGE BEAD j (G-P LAM LVL) 3" RIDGE BEAM R-21 FOIL FA INSULATION. EX WALLS TO REMAIN IAIN - . PROV WN (EPDM) (TYPICAL ALL AREAS) DECKING G OVER OVER 3 3T DECK/4" INSUL UL BD 2" X 10" R. R, ra> R-38 HIGH DENSITY FIBERGL SffY FIBERGLAS - SLOPE 114" / 12" 3" X 1 O" F J. @ 2'-8" O .(EXISTING) FA INSUL (TYR ALL AREAS) 2.", X 4' "FLYING RAKE $^k 1 @ 6° ' ALLAREAS) X O„ R.q R R. CUT INTO 2" X NEW 2" X 10" F_J. @ 16-'0 C SISTERED AGAINST EX J AGAINST EX. (DEN ONLY) 1 O C O" R.R, @ 16" O.C. 2"X10"F 2" X 6" EXT. STUD WALL. PROV, DBL. 1 3/4" X 11 7/8" D8L 1_324 " X DFIL _ 1/2" CDX PLYWOOD W/"TNVEK FLffCH PLATE BEAM 3- 1 3/4" X 11 G-P 1 M H X 11 R HOMEWRAP" UNDER ALL TEXT 3- 1 3/4" X 11 7/8" 2" X 6" EXT STUD WALL PROV G-P LAM HEADER G-P LAM HE, 112" CDX PLYWOOD WP'TYVEK R-21 FOIL FA. INSULATION. 1/Z" GYP. BD. ALL EXP. G-P LAM HEADER SIDING "BETTER HEADER" ATES BY HOMEWRAP" UNDER ALL EXT 2" X 8"C J LVL W,/ 2- 5/8" STL. PLATES BY @ SIDING \ (TYPICAL ALL AREAS) AREAS (TYP, ALL) 16" O.C EX. WALL TO REMAIN EX W, R-21 FOIL FA. INSULATION /2" GYP. BID. . ALL EXP C EX WALLS TO REMAIN R-21 FOIL FA INSULATION a \__1 3/4" X 11 7/8^ GPI 65 F J @ 16" 04C (TYPICAL ALL AREAS) 160 W (TYPICAL ALL AREAS) AREAS ( ryP ALL) PROV, 3/ "PLY. WD. SUB. L. ATTACH F.J. TO GIRDERS W/ _ 2" X 4" INT. Sl 2" X INT, STUD TECO JOIST HANGERS -L (rY LL) 2" X 10" F J. @ WALL (TYP. A PROV 2" X 1 O" RIMJOIST _ WALL (TVA. ALL) HEADER ABOVE ALL7WINDOW & MICROLLAM 78"OC. AROUND ENTIRE PERIMETER. 2" X 10" ACO F.J @ 16" O.C. - - DOOR OPENINGS (TYP ALL AREAS) J"ROLLAM Z y} A & AREAS) WW PROV 6" X 6" RIMJOIST 2"X 6" EXT STUD WALL- PROV. ALL. PROV. LLI VEK AROUND ENTIRE PERIMETER 1/2" CDX PLYWOOD WPTWEK HOMEWRAP" UNDER ALL EXT. ALL FX EM Z i ALL . EX. FDN. TO REMA DN. TO REMAIN R-21 FOIL FA INSULATION (TYPICAL ALL AR ) ULATION PROV 10" DIA. SW / \ 091-2" X 6" ACO SILL PLATE W/ MIN 3FT BELOW GRADE BUILDING V E C 1 5/8" X 10" STL. ANCHOR IECTION BOLT BUR IN FDN @4'OC / (TYPICAL ALL) PROV. 6" X 6" RIMJOIST AROUND ENTIRE PERIMETER 8" P, CONC FOUNDATION j W/ 16" X 10" D. F-TG. PROV PROV 10" DIA. SONOTUBE W W.M. 8X6 REINF. IN WALL MIN 3FT BELOW GRADE Q 8" P. CONC FOUNDATION W/16" X 10" D. FTG PROV. O W W M 6X6 REINF IN WALL M 0 1 1 f7 EXISTING ROOF TO BE REMOVED AND REPLACED. I i _ I o ~ EXISTING CARPORT TO BE REMOVED _ w 22m & REBUILT SMALLER AS PER 20NING - REQUIREMENTS 0 00 w ~a I I~- III ~ I Ih- -di I , Ih-- -~I o ~ IL L- J ! - ui EXIISTING WINE)CL TO BE REMOVED R ¢ m ¢ = = - pE .A ¢ ¢ 0 0 _ - _ - - _ - _ _ - Fr Fp- & REPLACED NO JrzW~ ~ LLZZWFI p~ - 417 711 III PU D V U ~L EXISTING SIDING TO E REMOVED F 0 0 L ii, a I„ ,II B - &RiEPLACEd. =Jl DEMOLITION PLAN lq~~~F NE`t'~~~~ N N I I EXISTING PORCH STAIR TO = BE REMOVED & REBUILT. W g o °o OFFICE SET U a ecnt.E=: 1 1 .09.04 114"=l V EXISTING PEGS. TO BE REM V BW)LDItNG ' sECT141iV 1# DirMC7LlTIC4R1 THE6EOR AWINO6 ABiN OF$ER~!OE, PLAN ARE THF~ gg6E PROP,ERT O~,lt¢?SM6HI,f~3~q NO REVMIONS0 AN 71ON8 DV1~ ,NO.: BHAi.Y., B1f ALL2TfOl. ~O ~+l2EWRiZRd,ON S fie' GT. A ~N PARr ORWHOLCIS _OTLY PR "M pY LgW. A. V1 2' PROV. LIFETIME YEAR "GAF" ASPHALT w ROOF SHINGLES (fYP. ALL AREAS) OVER 15 LB FELT. PROV.'WEATHER WATCH' UP 2'-0" OF ROOF EDGE. O 12 10 10 ~10 Z .I U FRIO 5 lu i al I T T hit a I' I PRIME AND PROV 2 COATS - / 1 B' MAX RIDGE Hl' OF PAINT FOR AZEK TRAM 'CEDAR IMPRESSIONS"-_;' i / ATTIC 61-'10"G11 6'-4" WINDOW Hl x~ FT VINS'1. SIDING - - - ' - - 1 ~ - 12 18 SECOND FLOOR 6-6' C H w 6'-10" WINDOW HT ~i o Z~ i - ~ ~ "CEDAR IMPRESSIONS" . I 1 VINYL SIDING W w Q z GARAGE SLAB U) EAST ELEVATION cr I4" 5 -0" 7'I6„ TI 6„ / II 18, -Q 2 PROV, LIFETIME YEAR "GAF" ASPHALT ROOF SHINGLES. (TYP. ALL AREAS) OVER 15 LB. FELT. PROV. "WEATHER 1 WATCH" UP 2'-O" OF ROOF EDGE. ~o t 8 5 7'-2" c~ GARAGE SECTIC CTION (r z ATTIC S' C.H. - 6'-10" WINDOW HT- WLa W LZZ, ~..t ® L 1®~ U I- HEE 0 0OM I PRIME AND PROV. 2 COATS D OLL o' OF PAINT FOR AZEK TRIM ~ I V~ij tN~ f OJ N p 57 ~ tp 1 r 1 0 9 '`I SECOND FLOOR S'C. H. 6'-10" WINDOW HT, 2~ I ¢ a y v REO q9C KO, ~~~9~QPNNTg9y~T~ W 1 2-f!fi, w' 1 4[i6 df' * Oyu O 0 Q . r~i 1,t II I~' I~ ~l PRIME AND PROV. 2 COATS _ _ r - w¢ LO(L 8 °w OF PAINT FOR AEK TRIM- E FIRST FLOOR ~'qr oa~z~ oQ~ OO ~a m ~ m i FOFNEW~ W o tE~ r' OFFICE SET SeALr: F 4.11.04 T/a"=TO" DWG. NAME: EAST & WEST ELEVATIONS WEST ELEVATION THESEp AS iN3TFiUNiEP.IT3 qF SERVIOF, ARE THE' PROPERiY•pFj'IiE Af1.CHRECT. DWG. NO.: NOR 'pHANOE$. R,AidWFCAT70N5 SHN..LSE Ae c4Weo WmroUT EN At9itiORVAM EY THEA IS SECT ANY ROP bIU(7NON''JN PART . OR WHOLE IS STRICTLY PROHISITEp'SYLAW'. i Fri, 21 O i p~y r- 0. I 12 ~ ram "CEDAR IMPRESSIONS" zi VIN SIDING - I' - rl' u w W a a~ I N 9-~~ PROV LIFETIME "GAF" ASPHALT M dw ROOF SHINGLES. (TYP. ALL AREAS) / OVER 18 LB. FELL PROV. "WEATHER - l WATCH" UP 2'-E" OF ROOF EDGE. i I '2_ - - - 18' MAX. RIDGE HT. ATTIC - - - 6'-10" C.H. l" 8'-4" WINDOW HT. _ I I _ I SECOND PLOOR 8-6" C.H. - - - - - - e'-10" WINDOW HT ! O , i it { - r, € T L p " J i J- "CEDAR IMPRESSIONS" Z r 1 _ I VIN L SIDI G Q V~ V, c . GARAGE SLAB 1 1 I W So SOUTH ELEVATION WOOD-FRAMED CHIMNEY W/ 1 2, STONE FACE 12 L f i I _ - - ~ - I~ - "CEDAR IMPRESSIONS" - - VINYL SIDING PRIME AND Pf OF PAINT FOF 'RIME AND PROV. 2 COATS DF PAINT FOR AZEK TRIM. I I' ~ 1 r' ` I, r' I I .I I I I I I , II I ITT' II r' _ _ PROV. LIFETIME YEAR "GAF' ASPHALT T I l> ATTIC S' C.H.g - - 6'-10° WINDOW HT. Q Z / ROOF SHINGLES. (TY! . ALL AREAS) OVER 15 LS. FELT. PROV. "WEATHER WATCH' UP 2'-0" OF ROOF EDGE, I p' "CEDAR IMPRESSIONS` D 9 VINYL-SIDING FLL Z m 12 r!I! I I ~ w w~ U F=-¢ - 10~ - - - - - - II I I I I I II 0 op s la I I's 1 Is- I ~'I I II II_ L' ~ _ C CLL j w]] a I I II I I I . I. N_ Nw _O jl. ~f a SECOND FLOOR S' C. H. w O N t c !I w A N - - - 6'-10" WINDOW HT. tl! Gl PRIME AND PROV. 2 COATS I' iJt OFPAINT 'F R IKTRIM. "M 1 Q Q Ir T tC R p[ Q "CEDAR IMPRESSIONS" I 40 o a o- { -I VINYL 1DING J S 1 h `-1_tl` I EH i z z ~Z ' ED ARp w]] w w 4L :"o I w I 1 f I - _ _ ( 1 ~ rIl I~ . FIRST FLOOR ~C~ FO OO p O', .77 77 m I 'I I I r I I Id I I- 1 I v I I I f W IC16 t I~ 4 I - t., a I_I r~ m y1~~ 3 II N Ivil ~rqr o21 z~,. yoQ~ o ~ ~ N N N b OFFICE SET St ALE: Van"_pQx NORT IORTH ELEVATION 4.11.05 ow NAF: - NORTH &SOUTH ELEVATIONS TFyEgE DRAWINGS AS INSTRUMENTS OF SERVICE, Apr THE SOLE PROPERTY OF THE ARCHREOT. DWZa.NO,: NO REMSIONS, CHANGM. ANWOR MODIFICATIONS SHALL se ALLOWEa WITHOUT WRITTEN AUTHORIZATION OR WHOLECIBISTECT, ANYPRONIBYf 130=10N IN PAW Im* ~.4-1 HEATING & COOLING GENERAL NOTES: PERSPECTIVE BUILC _ CRITERIA ZONE 11 B WINDOW AREA 30% BUILDING ENVELOPE REQUIREMENTS FLOORS, WALLS, AND CEILINGS NO"TE NOTE: ,REA 30% OF GROSS EXTERIOR WALL AREA OVER OUTSIDE AIR. GENE GENERAL CONTRACTOR SHALLVERJFY 1 FAMILY DETACHED DWELLING DETACHED ONE FAMILY WALLS. - MAXIMUM ZONE 11B MODE : HEATING OR COOLING 014 HEATING GLAZING CEILING EXTEI MAXIMUM INSULATION DESCRIPTION R-VALUE U -FACTOR X AREA = UA THAT THAT THE HEI.GHT of THE STI U TC , E o 11 DOES NOT EXCEED THE MAXIMUM HEIGHT OF TOWN REQUIREMENTS HEATING DAYS =5750 ROOF CEILING 0.03t DEGREEE DAYS U-FACTOR R-VALUE R-VAL SLING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE - - DOES JALUE R-VALUE R-VALUE q-VALUE R-VALUE&DEPTH WALLR-VALUE CEILING R-36 0.31 1,310SOFT. 406 HEIG~ COINCIDENT WET-BULB TEMP = 74 INTERIOR FLOOR R-21 031 1,280 SO FT. 397 AFT SUMMER DESIGN DRY - BULB TEMP - 83 UNHEATED SLAB ON GRADE 4.5 ZONE 118 045 R-38 R-18 WINTER DESIGN DRY-BULB TEMP =11 ggSEMENT WALL a, b, 0,1 5750 38 R-18 R-Y9 R-1 O R-9,2 FT R-19 EXTERIOR WALLS R-2Y 031 2,567 SOFT. 369 RI DG AFTER FRAMING THE SECOND, FL. AND RIDGE IF MEASURES HIGHER, ADJUST. CEILINGS TOTAL AREA 1,310SO.FT ROOF ROOF PITCH AFTER NOTIFYING THP r GLAZING U FACTOR = 0.45 CEILING R VALUE = R-38 NOTE. _ ARCF ARCHITECT OF THIS FIELD CONDITION. O '0 EXTERIOR WALL RVALUE = R-21 FLOOR - ALL DECKS MORE THAN 30" ABOVE GRADE CLIMATE-Sp R VALUE = R-21 OR WALKING SURFACE BELOW SHALL BE CkTE-SPECIFIC REQUIRED & PROPOSED WALLS, WINDOWS, AND DOORS N PROVIDED WITH A MINIMUM 36" HIGH GUARD PROPO: PROPOSED MINIMUM NOTES. INSULLATION N DESCRIPTION R-VALUE U - FACTOR X AREA = UA r4 f` - TOTAL EXTERIOR WALL SO FT. = 1,510 SO FT PROV. 4" MAX. SPHERE PASSAGE DESCRIPTION TOTAL WINDOW SOFT = 550 550 SO. FF. R-VALL R-VALUE R-VALUE _ TOTAL DOOR GLASS AREA = 40 SOFT WALL TYPE 1 8" P.CONC. R-10 WALL R-21 Uo=10 14 2,567 SO FT. 359 R-10 R-10 8" P.CONCRETE WALL ON TOP OF A CONT FOOTING _ R-3 SINGLE FAMILY RESIDENCE ^9 FENESTRATION AREA = 590/ 1,510 X 100 39 WWR WINDOW R= .3 /SO FT. 0.315 550 50 FT. 11 Oc OCCUPANCY & HT. CLASSfFtCAI IONS TOTAL AREA WALL TYPE 4 2"X4" W.D.STUD R- =1,372 SQ.FT. 13 UD R-13 R-13 2" X 4" WOOD STUD WALL WITH 1/2" GYP BD. _ NEW ADDITION. WALL TYPE 3 2"X6" W.D.STUD R - 21 UD DOOR N/A o a5 40 SO FT. 10 USE R - 21 R-21 2" X G" WOOD STUD WALL WITH COX PLY WD. _ USE MIN. REQUIRED PROPOSED MIN REQUIRED, BLOREHT./F.i#® PNDPO 0 BLAPE HT. D Hf. M. ~R'Sf TOTAL EXTERIOR WALL SO FT. = 640 SO FT ROOF TYPE ASPHALT R-38 KITCHEN KITCHEN 00 BC].FT. B1 SO.FT. NOi >p' WR twN, TOTAL WINDOW SQ.FT. = 130 SO. FT. SHINGLE R-38 R - 38 GAF TIMBERLINE LIFETIME ROOF SHINGLE. BEDROOM, BEDROOM 1 TO dyo~ RT. m SQFT. tJIR T'O' ~ NA b-0" . W TOTAL DOOR GLASS AREA = 40 SQ.FT. FLOOR TYPE t. 2" X 8" ACQ N/A FENESTRATION AREA = 170 / 640 X 100 = 27 WWR BEDROOM 2 N/A N/A 2'X 10" ACO DECKING BEDROOM a BEDRODM2 mmc.F II 0 FT. NAi T6' "WR .~.0' TOTAL AREA = 460 SQ.FT FLOOR TYPE 2. 2" X 10" C.J. R - 21 BEDROOM 3 mjsd F1'. - 7" BO.PT. R-21 R-21 2"X10"CEILING JOIST ®16"D.C. FLOORS AND FOUNDATIONS BTHROOMI BATHROOM i WF MI Bq,ET. WR TQ' - NIA B'A' ~rHRoDM,a FLOOR OVER INSULLATION INSULLATION U-FACTOR OR AREA OR OUN-ROOM {2 -WrHRooM,a WR so SD.PT. -NIB 7" Nny r~.Q. - MINIMUM EQUIPMENT ROOF FRAMING 2"X10"R.R. R-36 R-38 R-38 2'X 10" ROOF RAFTERS CO 16" ON CENTER UNCONDITIONED DEPTH R - FACTOR F - FACTOR X PERWITER = UA BVN-ROOM BUWROOM{b(.j Not Ig SOFT. vw -WR yaw - - !1 WA WA 2" X 8" C.T. ® 3' ON CENTER DESCRIPTION wlNO AM 'BVN-ROM NiR PERFORMANCE ROOF FRAMING 2"X8"CT N/A b,a SLAB 4" P.CONC R - 9,2 UbIN0O+1M Bb, BOW, 205SQFI`.', ."j"M Iy R - 9,2 R - 9,2 4" P.CONC.SLAB ON COMP. FILL W/W.W.M. 6 X 6 REINF. BASEMENT WALL 6.-101. R= 9.2 0.56 778 UN.FT. 434 IAUNORr RM. IAUNDRYRM. WR 18lad Fr.' . IN" - - -1V iWR Sd1" I `b' „ EQUIPMENT CATEGORY EQUIPMENT CATEGORY MINIMUM BASEMENT WALL 4'-0" R= 92 0.66 250,UN.FT. 140 PERFORMANCE DESIGN CRITE CRITERIA UNHEATED SLAB 4" N/A N/A N/A N/A OIL-FIRED STEAM AND DOE 10 CFR PART 430 REF. TABLE R30 HOT WATER BOILERS SUBPARTS, APPENDIX N. AFUE 80% - - LE 8301.2(2) TOTAL PROPOSED UA - 574 < 300,000 BTU/H. AMERICAN FOREST AND PAPER ASSOCIATIOf• ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION ZONE ROOF > 30° - 40° X 1 53 ROOF > 30° - ROOF 130°-40° X1,53 53j:W SPEED 3 23,7 363 -303 -303 -46.4 120 MI i GENERAL FLOOR PLAN NOTES NAILING SCH G SCHEDULE CLIMATE AND GEORGRAPHIC DESIC- DESIGN CRITERIA I,~ > I DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS). PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST & P, I FOREST & PAPER ASSOCIATION TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK) 2 ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH METAL CORNER REINFORCING. CONNECTION FASTENING SPACING F NEW YORK) W TAPE, FLOAT, AND SAND (3 COSTS). NO. COMMON _ GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM - 3. WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8", FIRE RATED GYPSUM BOARD 1 RAFTER TO TOP PLATE (TOE-NAILED)(~?16" O C O C 3 Btl PER RAFTER SNOW DESIGN - FROM " WINTER ICE SHIELD AT GARAGE SIDE WITH 5'-0" RETURN ON ADJACENT WALLS AND CEILING. MANUFACTURED LUMBER REQUIRES 2 LAYERS OF 5/8", FIRE RATED GYPSUM BOARD 2 CEILING JOIST TO TOP PLATE (TOE-NAILED) WEATHERING TERMITE DESIGN UNDERLAYMENT i - 4MITE DECAY TEMP. REOUIRIE ,(/~}J 4. ALL BATH AND TOILET AREA WALLS ANT CEILING ADJACENT TO WET AREAS TO HAVE WATER 3 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 3 etl PER JOIST LOAD SPEED (MPH) CATEGORY FR DEPTH E RESISTANT GYPSUM BOARD, OF WALL TILE SET ON WONDERBOARD OR EQUAL. ;E-NAILED) (SEE TABLE 3 7) EACH LAP LOAD BEARING 4 CEILING JOIST LAPS OVER PARTITIONS VALUE OF EXPOSURE CATEGORY B SOIL 3.000 PSF MODERATE TO W (FACE-NAILED) (SEE TABLE 3.7) EACH LAP 45 PSF 120 MPH B "SEVERE" 12" FOOTINGS HEAVY MATE TO SLIGHTLY TO ZONE 118 = 11° YES -AVY MODERATE GENERAL FRAMING NOTES 5 COLLAR TIE TO RAFTER (FAr-E-NAILED) (SEE TABLE 3.4) PER LIE 6 BLOCKING TO RAFTER (TOE-NAILED) USE-16' 2-8D EACH END _ 1. ALL WALLS, 2"X4" AND 2"X&% TO BE STUD GRADE OF BETTER 16" O/C ALL OTHER FRAMING MATERIAL 7 RIM BOARD TO RAFTER (END-NAILED) TO BE #2 DOUGLAS FIR OR BETTER. 2-16D EACH END 2 ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16D PER FOOT 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLOOR JOIST SPAN DIRECTION 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) _ED) 4-1 ED JOINTS-EACH SIDE DESIGN CRITERIA UNLESS OTHERWISE SPECIFIED. 4 PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8'-O" O/C FOR ALL DIMENSIONAL 10 STUD TO STUD (FACE-NAILED) 2-16D 24" O.C. REF. TABLE 1609.6.2.1 (1) LUMBER FLOOR JOISTS. 11 HEADER TO HEADER (FACE-NAILED) 16D 16" O.C. ALONG EDGES MAIN WINDFORCE-RESISTING SYSTEM WINO LOADS FOR A SUILDINGi WITH - 5 FLOOR CONSTRUCTION: 3/4" TONGUE AND GROOVE PLYWOOD SUBFLOOR FINISHED MATERIAL TO BE 12 TOP OR BOTTOM PLATE TO STUD (END-NAILED) ZED) 2-16D PER 2 X 4 STUD ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba APPLIED OVER SUBFLOOR. GLUE AND SCREW PLYWOOD DECKING TO FLOOR JOISTS. 6 ALL WINDOW AND DOOR HEADERS TO BE MINIMUM (2) 2'X10" UNLESS OTHERWISE SPECIFIED. 13 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIS ALL INTERIOR HEADERS TO BE (2) 2"X10" UNLESS OTHERWISE SPECIFIED OR BLOCKING (FACE-NAILEID) 71ST, ENDJOIST WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS VELOCITY DIRECTION ANGLE - - I 7 PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. 2-16D PER FOOT END ZONE INTERIOR ZONE END :ZONE INTERIOR ZONE WINOWi OVER H/ WINDWAR _ . OVERH 8 ALL BEAMS TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED. 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) E-NAILED) 4-160 PER JOIST WALL ROOF WALL ROOF WINDWARD LEEWARD WINDWARD LEEWARD END INTI ,RD, END INTERIOR 9. ALL FLUSH BEAM AND JOIST INTERSECTIONS TO HAVE GALVANIZED HANGERS 15 BRIDGING TO JOIST (TOE-NAILED) 2_gp EACH END ROOF ROOF ROOF ROOF ZONE OP ZONE ONE 10 cTYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXTERIOR GRADE PLYWOOD OR 16 BRIDGING TO JOIST (TOE-NAILED) I 2-8D EACH END TRANSVERSE 30°<ANGLE g 45° 25,7' 17.6 20.4 14.0 99 -15.6 8.6 -13.4 -11.6 -1: 1 -11.6 -13.0 -41.1 -32.7 11 VPROVIDE INSULATION 13AFFLES AT EAVE VENTS BETWEEN RAFTER, 17 BLOCKING TO SILL OR TOP (PLATE (TOE-NAILED) 1ILED) 3-16D EACH BLOCK ~V 23.7 ALL ANGLES 22,8 -179 151 -7D -2741 -158 -19.1 -12.1 -4t.7 -3, 16 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST GENERAL ELEVATION NOTES 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST 20 BAND JOISTS TO JOIST (END-NAILED) 3-16D PER JOIST GARAGE TOTALS: INTER!( INTERIOR ENVIRONMENT 1 EXTERIOR FLASHING TO BE CORRECT LY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS. WALLS, 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) JAILED) 2-16D PER FOOT SECTIO 3ECTIbN 1202.4.1 & 1204.1 CHIMNEYS, PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION 22 STRUCTURAL PANELS PRACTICES 8D (SEE TABLE 3.8) TOTAL EXTERIOR WALL SQ.FT. = 1,522 SQ.FT I L 2 GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION AND ROOF VENTS 23 DIAGONAL BOARD SHEATHING TOTAL WINDOW LITE SQ.FT. = 90 SQ FT USE SO. FT. OF AREA ` T. OF AREA LIGHTING NET GLAZED VENTILA710N/SQ.Ff NET GLAZED SO. FT. AREA % APiEA % 3. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS 1"X 6" OR V X 6" TOTAL DOOR GLASS AREA = N/A SO FT 7 SO. FT. 7% 3.5 SO FT. 3.5% 2-80 PER SUPPORT FENESTRATION AREA = 90 / 1,522 X 100 = 6 WAR KITCHEN- 97 SO FT TOTAL SOFT. 1,590 SQ.FT BEDROOM 1 98 S(].FT. SOFT. 10 SO. FT, 10% 5SO.FT. 5% 1"X 10" OR WIDER 3-8D PER SUPPORT J- i BEDROOM 2 140 SO,FT GENERAL PLUMBING NOTES - 24 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD FLOORS, WALLS, AND CEILINGS BEDROOM a - os - sQ Fr. A SO,Ff 20 SO FT. 1496 10 SQ.FT. 7% OVER OUTSIDE AIR. 16 -SO FT. 19 SOFT. 18% 9.5 SOFT. 9% 25 STRUCTURAL PANELS 1 PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODE AND 8D (SEE TABLE 3.8) SOFT 7 SOFT. 16% 3.5 SQ.FT. 8% W SAFETY REQUIREMENTS 26 FIBERBOARD PANELS INSULLATION BATHROOM 1 44 SOFT DESCRIPTION R-VALUE U - FACTOR X AREA = UA BATHROOM 2 50 SQ.FT. 2. IF WALL PLATES OR JOIST ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR 7/16" 6D 3" EDGE/ 6" FIELD CEILJNG R-38 0.31 1,590 SOFT. 4913 SOFT. a SOFT. 148% 4,Sq.FT. e% EQUIPMENT PROVIDE BRACING TO THE FRAMING BACK TOGETHER 26/32" SUN-ROOM (EX.) 72 SOFT. SOFT. 60 SO. FT. 83% 30 SOFT. 41.5% 80 3" EDGE/ 6" FIELD INTERIOR FLOOR R-21 0311 705 SO.FT_ 2tIB SUN-ROOM 327 SO.FI'. 17 SOFT. 110 SO.FT. 34% 55 SO.FT 17% 4_1 EXTERIOR WALLS R-21 031 1,522 SQ:FT 4712 LIVING ROOM 205 SO FT 15 SO FT 60 SO.FT. 24% 25 SQ.FT. 12% a GENERAL HVAC SYSTEM NOTES 27 GYPSUM WALLBOARD SO COOLERS 7" EDGE/ 10" FIELD 28 HARDBOARD WALLS WINDOWS, AND DOORS LAUNDRY RM. SO Fr. BD (SEE TABLE 3.9) ' TOTALS 1,182 3QF7. SOFT. t t 60.Ff. 28% S.5 SO.FT. 13% 62 SOFT. 302 SOFT. 248% 151 SOFT. 1;044F tt LL 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND 29 PARTICLEBOARD PANELS SAFETY REQUIREMENTS BD (SEE TABLE 3.9) DESCRIPTION INSULLATION - R-VALUE U -FACTOR X AREA - UA re a 2 HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMIENTS WITH THE 30 DIAGONAL BOARD SHEATHING EQUIPMENT SUPPLIER 1"X & OR 1"X 6" WALL R-21 Uo=0.14 1,522 SO FT. 213 2-SD PER SUPPORT tlK N T ~T Z 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO GENERAL 1"X 10" OR WIDER WINDOW -LIGHT R=,3 / SOFT. 0.35 90 SOFT 32 f9F o,~ w fix CONTRACTOR, OWNER, AND EQUIPMENT SUPPLIER FOR FINAL REVIEW AND APPROVAL 3-8D PER SUPPORT DOOR N/A 0.35 N/A 31 STRUCTURAL PANELS * it i _,r fF3, p p 8D 6" EDGE/ 12" FIELD FLOORS AND FOUNDATIONS -ar~e:, " 1 f1p} EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R310 1" OR LESS ~j. f .J lGe7~1 V~~77 - _ GREATER THAN 1" 1 LID 6" EDGE/ 6" FIELD FLOOR OVER INSULLATION INSULLATION U-FACTOR OR AREA OR FpFNGgq 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM 32 DIAGONAL BOARD SHEATHING UNCONDITIONED DEPTH R - FACTOR F - FACTOR X PERIM!RER = UA 2 OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES ABOVE FLOOR X 6" OR 1" Xw 2-8D PER SUPPORT DESCRIPTION 3 NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5 7 SQUARE FEET. 1"X 10" OR WIDER 4. MINIMUM OF 5 O SOAURE FEET REQUIRED FOR GRADE FLOOR OPENINGS. 3-BD PER SUPPORT UNHEATED SLAB 4" R-4,5 N/A 885 SO. FT. NIA BASEMENT WALL 2'-2" R-4.5 N/A 97 LINIFT NIA 5. MINIMUM NET CLEAR OPENING SILL HEIGHT LOCATED BELOW ADJACENT GROUND ELEVATIONS, NAILING REQUIREMENTS ARE BASED ON WALL SHEATHIN( LL SHEATHING NAILED 6" ON-CENTER AT THE PANELEDGE - I CAI-E: d I`f F IC SET WINDOW WELL REQUIRED ALLOW FOR DOOR OR WINDOW TO BE FULLY OPENED IF WALL SHEATHING IS NAILED ON-CENTER AT EHT PANE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIRE 3 AT EHT PANEL EDGE '1 1.M04 ' DWG, AMEi. ' 6. MINIMUM OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MINIMUM WIDTH OF 36 INCHES DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAI ING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE INTERIOR ENVIRONMENT ,cH As SHEAR PLATES. (ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS). SHALL BE USED TO MAINTAIN THE LOAD PATH. H SECTION 1202.4.1 & 1204.1 H. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECT' 7 PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-1 SO NA ER CONNECTED MEMBERS, THE TABULATED NUMBER OF LIGHTING NET GLAZED NET GLAZED TO 1-16D NAIL PER USE SO. FT OF AREA SQ. FT. AREA % VENTILATION/SQ FT AREA I;NERG,Y e BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED IF IN COMPLIANCEWITH MINIMUM FOOT CALCULATIONS NET CLEAR OPENING REQUIREMENTS GARAGE 685 SOFT. 53 SO. FT 6% 31 SQ.FT 3%1 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES RELEASABLE OR REMOVABLE STORAGE 705 SQ.FT. 37 $Q FT 5% 25 SQ FT. _ 2.516 J TMEBE Dw~WINOg:,,~~gg INgTeUME S»E, Aflfc THE,80l.E RHk7PERI`l PFTN WC1. NO.: FROM INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE. 60 R 8E µNH. CRA1~I!CxiE~.vSa, ANO:Gg NS 'b .s..•R~1T WR -O TON ANLBEPAOPI'iCTfPIV IN P OR VwI.E is~crLV PnoN~6EF>34 ar1AW. A.5 RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR UPLIFT STRAP CC RAP CONNECTION REQUIREMENTS FASTEST MILE WINDSPEED (MPH) ~TO-WALL, WALL.-TO-WALL, ANC ' PRESCRIPTIVE DESIGN TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION CONNECTION REQUIREMENTS (ROOF-TO-WA i WALL-1 NALL-TO-FOUNDATION) 90 100 110 120 PRESCRIPTIVE DESIGN TABLE 3.3A ALTERNATIVE TO TABLE 3.3 (AMERICAN FOREST & PAPER ASSOCIATION) - PRESCRIPTIVE DESIGN PTIVE DESIGN TABLE 3.31BALTE" iNAVVE' TOIABLIES-1 U L S U L S U L S U L S S 1/2" ANCHOR BOLTS (AMERICAN FOREST & 4N FOREST & PAPER A88QGIATI0N 90 700 11 D 120 CONNECTION: NUMBER ROOF SPAN FASTEST-MILE WIND SPEED OF (FT) STORIES. REQUIRED CAPACITY OF CONNECTION (LBS)`.' (MPH) FRAMING SPACING ROOF SAAN NUM6i OF S'p k`OMMQN NAILS (IN.) (~T.) EN[3 OE 1-'I/4"3(20 20 58 - 681 264 - 661 206 681 291 681 681 90 100 110 120 12 2 33 A SILL PLATE TO 24 B9 325 260 358 RAFTER/ MAXIMUM ANCHOR BOLT FOUNDATION 2 28 119 386 314 4216 CEILING JOIST WALL HEIGHT (FT) SPACING (IN.) 18 2 3 3 4 (CRAWL B SEMENT) OR 32 149 447 A, 368 A,- 493 SPACING (IN.) - - 20 3 4 3 4 y 36 179 509 422 561 16 24 3 4 4 S 24 58 43 421 128 76 421 206 13 421 291 254 421 421 16 8 3 3 3 3 - 28 3 4 4 B WALL BOTTOM 28 89 170 260 358 10 3 3 4 32 4 5 _3 6 - PLATE TO FOUNDATION 2 32 119 211 374 426 36 4 4 5 7 O" :I 10D BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR 80 COMMON NAILS U4 CONNECTOR UPLIFT LOA ' WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL L,I - CONNECTOR LATERAL Lc 'OR UPLIFT I-DAD. (SLAB-ON-GRADE) 36 149 N , 263 N , - 368 N - 498 179 294 422 661 1 OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED OR LATERAL LOAD (PERPENDICULAR TO THE WALL) s ' TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN FASTENED S - CONNECTOR SHEAR LOA TO A 2 X 6 TOP PLATE OR SHEAR LOAD. (PERALLEL TO THE WALL) U - CONNFCTOR UPLIFT LOAD. TABULATED (UPLIFT REQUIREMENTS ASS PF LING ASSEMBLY IS NO SEEMSEMBLY LY IS NOT PR JIREMENT3 ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF (2(3 X 16 L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) PSF7, IF A CEILING CONNECTED TO THE ROOF ASSEMBLY." ABLY IS NOT PRESENT OR IFTHE CEILING ASSEMBLY IS NOT DF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE S = CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) CREASED BY 1 NAIL AT EACH END ACH END • ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1 1.4. FOR WALL-TO-WALL AND WALL-TO-FOUR WALL40-FOUNDATION CONNECTIONS, THE TABULATED NUMBER IR-TED TO BE REDUCED BY 1 NAILAT EACH OF THE STRAP FOR EACH ' TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF). - _ OF NAILS SHALL BE PERMITTED TO BE RI FALL WALL ABOVE. ' 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 TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (WALLS SHEATHING WITH 7/16" STRUCTURAL SHEATHING ATTACHED WITH J WITH 6D NAILS SPACED 6" AT PERIMETER EDGES AND 12" AT INTERMEDIATE SUPPORTS). FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY OF THE CONNECTION SHALL BE INCREASED. 1E 2" WALL 7 -WALL WALL WALL 15" FASTEST MILE WINDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3.3 (AMERICAN FOREST & PAPER ASSOCIATION -q„ 4~ WALL WALL W 90 100 110 120 S ~ I 30' RAFTER(FRUSS ROOF SPAN U. L" S S U L' S LC' L' S SPACING (IN.) (FT.) REQUIRED CAPACITY OF CONNECTION (LBS)"' 260 12 193 191 280 264 235 280 341 284 280 427 339 280 16 2 325 - ---421 526 P1" i 20 282 386 --500 626 3' 24" CLEARANCE pi" IN FRONT OF OFING. CLEARANCE ,RANCE TOILET, BATH ANQ _ 16 24 327 447 580 726 28 371 509 660 826 1% 32 416 570 740 927 S'Y""1~pQ:'~v~vl"EITi SPACED' SCALE: 11=1 /2' 36 461 632 820 1027 - 3" VENT ~ 3' VENT . U' = CONNECTOR UPLIFT LOAD U = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD (PERALLEL TO THE WALL) TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF) TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 070 AND 0.85, RESPECTIVELY, FOR FRAMING NOT t 1/2` LOCATED WITHIN 8 FEET OF BUILDING CORNERS 1ON Y O 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. i s owEa 6HOWBR T TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES SHALL BE ALL BE PERMITTED TO BE MULTIPLIED BY 0.80 i D 1 t2'.{ t 12' Q,^ SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS VJ B3N RESISTING LATERAL & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) .ATI IW. WC. 1/2" ANCHOR BOLTS 5/6" ANCHOR BOLTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED 14C.O.1 (MPH) (MPH) VENT C.O. a~ v6irr VENT 90 100 110 120 90 100 110 120 9MOWER ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN.) SPACING (IN.) t 1R` i SILL PLATE TO FOUNDATION' (CRAWL SPACE OR BASEMENT) 2 STORIES ALL 23 36 1 L2" t Il2'., I f/2" 3~ i9 20 e em~c W? i"INK OF P WA9'IER WALL PLATE TO FOUNDATION" 1-3 STORIES - - - - - WC a W.O. (SLAB-ON-GRADE) 6' 36 57 0 Aff~1~~ THE~.SyOLE Pj~,,~jqLj Czz~ S~igLNS, ~S MNE~ 1 11+MZ3N5 N~cyNnREVIp B4'rHEenACHIT (?MERPENDICULAR TO THE WALL) 0twH0U7ISSIM6NN@B4'L%T,';W@XR`WAD (PERALLELTOTHE WALL) 4' r if ¢ . ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4 G.O. ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PUP) C.O. ' ANCHOR BOLT SPACINGS BASEOON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3° O.C. (731 PLF) BUILT IN ACCORDANCE WITH SECTION 3AA, ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C. (421 PUP) BUILT 15" WALL o IN ACCORDANCE WITH SECTION 3 4.4 o z~ W W m W SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS r4' U U F= 0 0 0 RESISTING UPLIFT r PRESCRIPTIVE DESIGN TABLE 3.2B ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) C.O. u~ w w I 1/8" SLOPE PER 1' 1/2" ANCHOR BOLTS 5/6" ANCHOR BOLTS 4"TRAP Q -N N N_ TO APPROVED / FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED 21" SANITARY SYSTEM 0 (MPH) (MPH) ~ CLEARANCE 90 100 110 120 90 100 110 120 OFFICE SET ~ N ANCHOR BOLT FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT 11.©9.04 CONNECTION SPACING (IN.) SPACING (IN.) NAl1.Lhh40, PLUMBING RISER DIAGRAM AM :3 SCHEDULE & SILL PLATE TO FOUNDATION' (CRAWL SPACE OR BASEMENT) 1-3 STORIES 72 72 72 72 72 72 72 72 N.T.S. t~~1lkQF'~AM ' WALL PLATE TO FOUNDATION 1-3 STORIES 40 33 28 25 51 42 36 32 (SLAB-ON-GRADE) WALL