Loading...
HomeMy WebLinkAbout31544-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31373 THIS CERTIFIES that the building NEW DWELLING Date: 01/03/06 Location of Property: 1640 GRANDVIEW DR ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 14 Block 2 Lot 3.14 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 20, 2005 pursuant to which Building Permit No_ 31544-Z dated OCTOBER 20, 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 SINGLE FAMILY DWELLING WITH ATTACHED 3 CAR GARAGE & COVERED PORCHES The certificate is issued to DAVID MC ELROY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0121 12/30/05 ELECTRICAL CERTIFICATE NO. 1165467 03/18/04 PLUMBERS CERTIFICATION DATED Rev. 1/81 04/08/04 RAY BERTHOLD A ri ed S' nature �6q- !��� 3 Sa37 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used it) system contains less than 2/10 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees t ,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, Cou inercial $15.00 Date. 06 New Construction: _ t/ Old or Pre-existing Building: (check one) Location of Property: 40 (jl\r`IF"ll V1W House No. Street Hamlet Owner or Owners of Suffolk County Tax Map No 1000, Section _�_ Block _ Lot (903, I't Subdivision riled Map. _ Lot: Permit No: 31st=-DateofPerrrrit. G© a� OSS Applicant:_ q�7�L— Ul;1 6 c00 Health Dept, Approval: LS _ Underwriters Approval: _ y LS Planning Board Approval: Request for: Temporary Certificate i Fee Submitted: $ �S . x.69 5(0 Ce F_-�i3J Final Certificate: __�/ __ (check one) lijA Applicant SignaturyV 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. 31544 Z Date OCTOBER 20, 2005 Permission is hereby granted to: DAVID MC ELROY P.O. BOX 206 ORIENT „ NY 11957 for CONSTRUCTION OF SINGLE FAMILY DWELLING WITH ATTACHED 3 & COVERED PORCHES AS APPLIED FOR. (THIS REPLACES BP #27466-Z) at premises located at 1640 GRANDVIEW DR ORIENT County Tax Map No. 473889 Section 014 Block 0002 Lot No. 003.014 pursuant to application dated OCTOBER 20, 2005 and approved by the Building Inspector to expire on APRIL 20, 2007. Fee $ 2,649.00 acs, (,rpt -i1 Authorized Signature ORIGINAL Rev. 5/8/02 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 o- %tFF0j/r CO) x i �j�• o�� 41 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Q Q 1 Building Permit No. C') 79 (0 10 Owner: It '� _ \e to C -o (Please print) Plumber: ,td Please print) lead. Fax (631) 765-9502 Telephone (631) 765-1802 I certify that the solder used in the water supply system contains less than 2/10 of 1% Sworn to before me this V day of C40AW 200q Notary Public, County (Plumbers Signature) Notary Public, S?ata of New York M, nn 6 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by 390 OPERATING CORP. 1555 LOCUST AVE. BOHEMIA, NY 11716-2162, * NORTH BAY PROPERTIES 32645 MAIN ROAD CUTCHOGUE, NY 11935 Located at 1640 GRANDVIEW DRIVE ORIENT POINT, NY 11957 Application Number: 1165467 Certificate Number: Section: Block: Lot: Building Permit: 1165467 BDC: NS11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 18th Day of March, 2004. Name QTY Rate Ratine Circuit Tyne Alarm and Emergency Equipment Sensor 2 0 Carbon Monoxide Sensor 10 0 Smoke Appliances and Accessories Exhaust Fan 6 0 F.H.P. Oven 2 0 50 Amps Cooking Deck 1 0 50 Amps Dish Washer 1 0 1.2 KW Hydro Massage Tub, Residential 1 0 Furnace 1 0 Oil Pump/Motor 1 0 1 H.P. Air Conditioner 2 0 48.000 BTU Air Conditioner 1 0 36.000 BTU Air Conditioner 1 0 18.000 BTU Wiring and Devices Receptacle 93 0 General Ptupose Switch 88 0 General Purpose sea/ Fixture 71 0 Incandescent Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by 390 OPERATING CORP. 1555 LOCUST AVE. BOHEMIA, NY 11716-2162, NORTH BAY PROPERTIES 32645 MAIN ROAD CUTCHOGUE, NY 11935 Located at 1640 GRANDVIEW DRIVE ORIENT POINT, NY 11957 Application Number: 1165467 Certificate Number: Section: Block: Lot: Building Permit: 1165467 BDC: NS11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 18th Day of March, 2004. Name OTY Rate Rating Circuit Type Fixture 5 0 Fluorescent Receptacle 1 0 20 amp Laundry Receptacle 1 0 30 amp Dryer Are Fault Circuit Interrupter 7 0 15 amp Receptacle 8 0 GFCI Disconnect 6 0 60 amp Air Conditioner Service 1 Phase 3W Service Rating 300 Amperes Service Disconnect Meters: 1 2 150 cb 2 of 2 seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. PROFESSIONAL ENGINEER 1725 HOBART ROAD I PO Box 616, SOUTHOLD, NEW YORK 11971 TEL 631.7652954 • FAX 631,6143516 • e-mail: joseph@fischetti,com Date: January 3, 2006 Reference: Lot #10 Grandview Estates Southold Building Department Main Road Southold, NY 11971 Dear Sir, I have inspected the 2 story window in the Great Room on the North side of the above referenced home this date during heavy rains. I certify that there is no evidence of any leaks present. IAN 3 i 4m�tiv¢w III II wk artJm' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 1►-1$-aS '' DATE INSPECTOR /. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING [ ( ] FIREPLACE A CHIMNEY ] RouGH G. ] 1 LATION ]:I.1 ] FIRE SAFETY INSPECTION M-1802 BUILDING DEPT. INSPECTION [ UNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY DATI �. 7 765-1802 BUILDING DEPT. INSPECTION [ ] FOUN TION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLAC & CHIMNEY REMARKS: DATE INSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND FRAMING - �. [ ] FIREPLACE & CHIMNEY REMARKS: [ ROUGH PLBG. J1�% INSULATION [ ] FINAL DATE INSPECTOR Albert J.Krupski, Pres James King, Vice-Pre$i Artie Foster Ken Poliwoda Peggy A. Dickerson January 31, 2002 Mr. Paul L. Cataldo 32645 Main Road Cutchogue, NY 11935 BOARD OF TOWN TRUSTEES TOW`: OF SOUTHOLD RE: 1640 Grandview Drive Orient, NY SCTM#14-2-3.14 Dear Mr. Cataldo: The Southold Town Board of Trustees reviewed the sur: w datee, January 30. 2002 and determined that the construction of a si::gie _`ari.ii v duelling, three ear garage and driveway to be out of the Wetland jurisdiction under Chapter 97 of ti --c Tom. -n,- Wetland Code and Chapter 37 of the Town Code, Coastal Erosion. However any activity within 100' of the Wetland line an&cr seaward of the Coastal Erosion Hazard Line, would require action from this office. This determination is not a determination tom _ m' c tiler agei.cy. If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Krupski, Jr. President, Board of Trustees AJK:cjc cc: Building Department Town Hall (' COG 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 T Telephone (631) 765-1892 .W Fax (631) 765-1366 O`' BOARD OF TOWN TRUSTEES TOW`: OF SOUTHOLD RE: 1640 Grandview Drive Orient, NY SCTM#14-2-3.14 Dear Mr. Cataldo: The Southold Town Board of Trustees reviewed the sur: w datee, January 30. 2002 and determined that the construction of a si::gie _`ari.ii v duelling, three ear garage and driveway to be out of the Wetland jurisdiction under Chapter 97 of ti --c Tom. -n,- Wetland Code and Chapter 37 of the Town Code, Coastal Erosion. However any activity within 100' of the Wetland line an&cr seaward of the Coastal Erosion Hazard Line, would require action from this office. This determination is not a determination tom _ m' c tiler agei.cy. If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Krupski, Jr. President, Board of Trustees AJK:cjc cc: Building Department Albert J. Krupski, President James King, Vice -President Henry Smith Artie Foster Ken Poliwoda January 29, 2001 Mr. Paul L. Cataldo 32645 Main Road Cutchogue, NY 11935 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD RE: 1640 Grandview Dr., Orient SCTM##14-2-3.14 Dear Mr. Cataldo: Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971.0969 Telephone (631) 765-1892 . Fax (631) 765-1366 The Southold Town Board of Trustees reviewed the survey dated December 27, 109 and determined that the construction of a single-family dwelling, two -car garage, anddriveway to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code, Coastal Erosion, However, any activity within 100' of the Wetland line and/or seaward of the Coastal Erosion Hazard Line, would require action from this office. This determination is not a determination from any other agency. If you have any further questions, please do nothesitate to call. Sincerely, Albert J. Kmpski, Jr. President, Board of Trustees AJK:Ims New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New Yoric 11790-2356 Phone: (631) -444 -0365 --FAX: (631) 444-0360 May 21, 2001 David McElroy, President North Bay Properties, Inc. 32645 Main Road Cutchogue, NY 11935 Re: Application #1-4738-02870100001 1640 Grand View Drive �._ CoR8UCt single family dwelling Dear Mr. McElroy: Edn Crotty 7 JUN 12 2q,11 Based on the information you have submitted, this Department has determined that: The property landward of the topographic crest of the dune as shown on the surrey prepared by Stanley J. Isaksen, Jr., dated December 27, 1999, is beyond jurisdiction of Article 25. Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions mayinclude maintaining adequate work area between the tidal wetland jurisdictionat boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please be further advised that this letter does not relieve you of the responsibility of ontaining any necessary permits or approvals from other agencies. Sincerely,, George W. Hammarth Permit Administrator cc: Proper -T Permit Services TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET (� �t VILLAGE DIST. SUB. LOT -��at(al i�1�5c �rL TOTAL DATE REMARKS d� FORMER OWNER N E ACR. d, 9 U Lam' .sa S W TYPE OF BUILDING RES. SEAS. VL 3 13 FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS �a 1 ezPnj:t, 1 i2r�5c rrzss�� ��, 2�ri�, P :tea U O 12 2 - Tillable Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD P Meadowland DEPTH House Plot BULKHEAD Total FOUNDATION (IST • • .............. •. i� A- .�� �.: ►� -- ROUGH PLUTVMING Ili/ ���i7�►�!': � r .�����/�.�►�� ' i oil INSULATI • STATE ENERGY •D I v � '� y L:.. I///L / •. �i ;=III Li lWMENA • • IV VV 114 ur ouU IrlvLl/ BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: 765-1802 f3ulLOiNUPEP.M11 Al'PLICAIiUN CHECKLIS Do you have or need the following, before applying • APR ••• Vr pl --Board of Health PERMIT NO. sets f Building Plans Survey Check Septic Form N.Y.S.D.E.C. Examined //jO O/Approved 0 UDisapprov atc --- d��p�cr.-- Buildin spec Contact: Mail Phone: j t b - "t' I t SS a s APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall'be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what -so -ever until a Certificate of Occupan is issued by the Building Inspector. 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. A/o&H aa✓ ?APA*nEs,, IM:. (Signature of applicant or name, if a corporation) 32Q46' N&N 20, 4100VAWO', AIS 9iVo (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer general contractor electrician, plumber or builder Name of owner of premises IEJ, fIJG •tlm9" 96056 (as on the tax roll or latest deed) If 7� Builders License No Plumbers License No. Electricians License Other Trade's License No. signature of duly authorized officer T.baa..wrlr' 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 01+ Block dL Lot 03, / Subdivision 40-AkJW1e,J E5TATB3 Filed Map No. '7083 Lot _ L (Name) ?. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy. Nature of work (check which applicable): New Building d Addition Alteration Repair Removal Demolition Other Work (Description) Estimated Cost ':N6, OVO Fee I (to be paid on filing this a plication) Number of dwelling units on each floor A if dwelling, number of dwelling units If garage, number of cars Z. 1. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Rear_ -Depth �✓� Height 34' Number of Stori 2 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Dimensions of entire new construction: Front -743 Rear % 8 Depth (!fes• 6 Height 3!t Number of Stories ?— Size Size of lot: Front / Rear ( !?iO t Depth 24L19 0. Date of Purchase_ Name of Former Owner KAV" (256-56 1. Zone or use district in which premises are situated j46DWTIt L 2. Does proposed construction violate any zoning law, ordinance or regulation: 00 3. Will lot be re -graded q 2 Will excess fill be removed from premises: YESNO ON 4. Names of Owner of premises N Address Phone No. Name of Architect ?bRti Address V6&(tJ40Actr Phone No2tG9 -5;&W Name of Contractor ti bw $per u,IL Address (,�?_AD4UE Phone No. 744-051 r 5. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE QUII2ED 6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TATE OF NEW YORK) SS: 'OUNTY OF t7( � �t)L L. eA 7nh� being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, �)He is the (Contractor, Agent, Corporate Officer, etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; iat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be erformed in the manner set forth in the application filed therewith. womt�o fore me this n OCday of Com' y/ /2x00'1 Notary Public HELENE D. HORNE Notary Public, State of New York No.4961364 Qualified in Suffolk CounvA Commission Expires May 22, pOG W_ Ap�licint BUILDING PERMIT REVIEW CHECK LIS' -'I - Applicant/ Date Owners Nanie:. -e 61j, Reviewed: .2 L9 0 % Architect/ Date Engineer: Submitted: SCTN4 4: District: 1,000 Section: Block: 2 Lot: Project 1 –Su bdivision Locatioi: (/-- ID, , Name—: 6 " I i Single &, separate I Required e44. certification: (Yes / No) /J)D Req. Req. Zoninp'Districl: Lot size: Acival: (Lot coverage R0701,10posed I'l" Req. 1 j Rcq. Req. (Front Yard � Propos (Side Yard Proposed: J [Rear Yard 3D Proposed - 1-34 Project Description: tze-2" - AGENCWERMITS RF-QUIRED FOR RJI--VIEW Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation ??? Flood Zone: Notes.: I )FA A M N.A. NO YES .......... .......... Permit Number �e � m J V L ONG l SL A NDSURVEY OF SOUND ,; : LOT 10 H W. L. THISBD10SION MAP OF _. GATE L_— _.._. „; G ND VIEW ESTATES -- -- _� t_-7..... SITUATE CREST0/- —6-- ORIENT, _ 6EACly CRgVE �. TOWN OF SOUTHOLD _ SUFFOLK COUNTY, N.Y. S 43' 07' 10" E SURVEYED FOR NORTH BAY PROPERTIES, INC. N 130.0' 4 TTOM OF SLOPE O _ 12 —24 28 SURVEYED 27 DECEMBER, 1999 70P2 g!= s -- SCALE 1"--40' — 30 AREA= 40,650 SF OR 0.9332 ACRES COASTAL EROS/O/� HA A D LINE ELEVATIONS ARE IN 1929NVCD h � `O / 1943 EL. 8.28 LOT 9 PROPOSED PROPOSED /�j VACANT _ cEssPooL 507 ExPANSIO LOT 11 0�� -�. - VACANT v -- PROPOSED �� ��, l SEPTIC TANK NY 25 PROPOSED / 4 BEDROOM q W WOOD FRAME z RES. PROP. \ o 2 CAR \ \ ---- GARAGE \ 3 �C i _ IES OL 28 �� - -��� - - - 3D 22 PROPOSED 28 E WELL FD �_ FD -�_ -Pftf)PBSEb� .� 26 L 7 WELL—Y (TY24 R. 20' BO,Y b. N 4J ° 0O' W ^ A- J9.21' CONC. CURB ( MOUNTABLE ) GRAND 0 VIEW RESIDENCE 165.0 O DR VE .Z Q s TIE= 301.11 ' TM 1000-014-02-03.14 "A z FM # 7083 FILED JUN 8, 7982 ZONED R40 m 0 GUARANTEED TO 1200 GAL. SEPTIC TANK & NORTH BAY PROPERTIES, INC. FIRST FL. EL. J5 TWO 12' DEEP 6005F SIDE WALL POOLS COVENANT ABSTRACT CO. INC. TOWN OF SOUTHOLD GRADE EL. 37.0 INV. INV. 31 29.5 3' COLLAR OF 7 8' DIA. SAND & GRAVEL 1200 GAL. 12 TIP. SEPTIC TANK SAND &�qND & EL. 14.0 GRAVEL GRAVEL GUARANTEES INDICATED HERE ON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY SAND & CRA LEL IS PREPARED, AND ON HIS BEHALF TO THE 10 DIA. TITLE COMPANY, GOVERNMENTAL AGENCY, EL 8.0 LENDING INSTITUTION, IF LISTED HEREON, AND TO 7Hf ASSIGNEES OF THE LENDING INS77TUDON NOTE: REMOVE ALL UNSUITABLE MATERIAL TO GROUNDWATER ELEVATION OF 80 BACKFILL W9 TH SAND& GRAVEL pROODE A 3'-0" COLLAR OF SAND & GRAVEL AROUND BOTH LEACHING POOLS MST N DATA nsuw..o Namz°TAam Sanitary system designed by =-z'u° Joseph Fischetti, PE. I' owr wore iwu a 1725 Hobart Rd. J' wow. is wNvm,m,w�c Southold, NY 11971 m sin wa m w 631-765-2954 15' wow mr ,a 18' W NP N 9NXII 9LM SWO AIY SY{9Y 9tT 1Y) w)q N wNW /M IOIdtN fNW Y 67' NOTE 1. 27 JUNE, 2000 REVISE SE SANITARY AND WELL LOCATION. 3. TO AU Y, 2000 RE NSE SANITARY AND WELL LOCA 770N. 3. 13 SEPTEMBER, R, 0 REVISE SANITARY AND WELL LOCATION. 4. 30 OCTOBER, 1000 ADO SANITARY SECTION. 5. 30 OCTOBER, 2000 REVISE SANITARY DESIGN AND CORRECT TEST NIX£. 6. 15 NOVEMBER, 2000 REVISE SANITARY DESIGN AND CORRECT TEST HOLE. 7. 07 DECEMBER, 2 REVISE RENS£ SANITARY DESIGN . B. 26 APRIL, 2001 RENSE PROPOSED CA7ONNT 9. 21 MAY, 2001 REWSEREVISE PROPOSED STRUCTURE STRUCTURE LOCATION 10. 11 JULY, 2001 REVISE PROPOSED STRUCTURE LOCATION GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INS77TU77ONS OR SUBSEQUENT OWNERS. UNAUTHORIZED ALTERATION OR ADD17ION TO THIS SURVEY IS A NOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUC477ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. SURVEYED BY SEN, JR. Y- 11,956 VEYOR LONG ISLAND SOUND H. W L FH/5 DATE CREST OF BEACH GRAVEL S 43° 07' 10" E A/?6- TOP-1 NOTTOM OF SL�_12 _� -18 r _ _ .---0 Off_ SLOPE —COASTAL EROSJpN HAY SURVEY 0'- LOT FLOT 10 SUBDIVISIN ION MAP OF GRAND VIEW ESTATES 51TUATE ORIENT, SUFFOLK cOUNTY,ON Y. SURVEYED FOR NORTH BAY PROPERTIES, INC. LOT 11 LOT 9 VACANT h VACANT 6 17r POURED CONCRETE FOUNDA TION 2.2" 25.4' 28,x.2 .15.7' 11„ 2 "i 1.5 o N S6, 32• 9.0 167' STAKE ---- -- rac.N 43° 00' W CONC CURB ( MOUNTABLE ) GRAND OEW a �O 32 o_ '0 26 (fY-22 SURVEYED 27 DECEMBER, 1999 SCALE 1"=40 AREAD--R 40.650 SF 0.9332 ACRES ELEVATIONS ARE IN 1929NVGD 8M U325-1943 EL. 8.28 165.0' STAGE tt SET � U TfE= 301.11' DRi VE NOTE: 1 27 2 10 3. 07 4. 13 5. 30 6. 15 7. 07 g. 26 9. 22 10 1i 1/. 12. 21 2! TEST HOLE TEST HOLE R. 20' A- 39.21' TM 1000-014-02-0314 FM # 7083 982 FILED JUN 8, ZONED R40 7 - GUARANTEED GUARANTEED TO NORTH BAY PROPERTIES, iNC. COVENANT ABSTRACT CO INC. TOWN OF SOUTHOLD SURVEYED 13Y STANLEY P.O. BOX, SAKSF_N, JR. ,v,- v. - g9C856 YOR I It L ONG ISLAND SOUND y W E THIS DATE CREST OF 6�- BEA Cy GRAVEL C' e �. 0 N 130.0' coo It TTOM OF SLOPE _ i - 8 12 — --18 —24,28 TBP- Br OL'E —30 COASTAL V/EV ERO — — ON &A R WE LOT 9 o PROPOSED FM # 7083 I�D VACANT CESSPOOL —��' PROPOSED 509 EXPANSION RESIDENCE — _ _ rc ZONED R40 vn PROPOstz SEPTIC ~ 120ti°"'G7-fZ:�S TIC TANK & TANK O A A TWO 12' DEEP 600SF SIDE WALL 55' � RST FL. EL. A 35 TOWN OF SOUTHOLD GRADE EL. J7.0 PRO*DRIVEWA� INV. NY. 29.5 2 e 4 B 1 T 8' DIA. WOO \ RES. SEPTIC TANK SAND & SAND & O \ N 3\ TFST J LO IS PREPARED, AND ON HIS BEHALF TO THE Z N RAE COMPANY, GOVERNMENTAL AGENCY, LENDING INSTITUTION, IF LISTED HEREON, AND EL. 8.0 TO THE ASSIGNEES OF THE LENDING INSTITUTION. 22 PRCPOSED �- �� bb'ELL FAKE �. -� 'PRDPBSEB ip ROX , N 434 00' W CONC CURB ( MOUNTABLE J 0 GRAND 0 h u 0 165.0' SURVEY OF LOT 10 IN SUBDI NSION MAP OF GRAND VIEW ESTATES SITUATE ORIEN T, TOWN OF SOUTHOLD .SUFFOLK COUNTY, N. Y. SURVEYED FOR NORTH BAY PROPERTIES, INC. LOT 11 VACANT 3 co 32 —30 28 =� 26 (fy-24 SET TIE= 301.11' SURVEYED 27 DECEMBER, 7999 AREA= 40,650 S \ n 9332 ACRES ELEVATIONS ARE IN 1929NVGO BM 0325-1943 EL. 8.28 Ra 20' Ae 39.21' NOTEREMOVE ALL UNSUITABLE MATERIAL TO CROUNDWATER ELEVATION OF 8.0 BACKFILL WITH SANG& GRAVEL. pROVIDE A 3'-0" COLLAR OF SAND & GRAVEL AROUND BDTH LEACHING POOLS. TUT MTA er wovuc o_mm.v mA� Sanitary system designed by cmren sa Joseph Fischetti, PE, mow iwu a 1725 Hobert Rd. 1 mow �°uIr'ar LL Southold, NY 11 3 mow war AT Au».c m Arvswo a ro m 637-7b 15, crow Ar r IB' W Rlf W 9ROMN AIY SNO ' µp SMOY AI TIL% 67' wrA x mow n.( A EAW SNO 9 67' NOTE: 1.2. 10 JULY 2000 0 RE�Vf$E SANITARY RENSE SANITARY AND J. 13 SEPIEMHER, 2000 V'ADD SANT ARY AI 5. 30 OCTOBER, 2000 RENSE SANITARY 6. 15 NOVEMBER, 2000 REVISE SANITAR) 7. 07 DECEMBER, 2000 RENS-' SANITAR) CORRECT TEST HOLL CORRECT TEST HOLE. GUARANTEES ARE NOT 7RANSFERABLE TO ADOIRONAL INSRIURONS OR SUBSEQUENT OWNERS. UNAUTHORIZED ALTERATION OR ADOIRON TO THIS SURVEY /S A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 V/EV DRIVE 7 7000-014-02-03.14 z - FM # 7083 I�D zQ FILED JUN 8, 1982 C RESIDENCE — — rc ZONED R40 vn Fes, GUARANTEED TO -!3 120ti°"'G7-fZ:�S TIC TANK & NORTH BAY PROPERTIES, INC. TWO 12' DEEP 600SF SIDE WALL POOLS COVENANT ABSTRACT CO. INC. RST FL. EL. A 35 TOWN OF SOUTHOLD GRADE EL. J7.0 INV. NY. 29.5 2 3' COLLAR OF 1 T 8' DIA. I SAND & GRAVEL 1200 GAL. 2 TYP. SEPTIC TANK SAND & SAND & EL. 14.0 GRA"OL GRAVEL GUARANIEES INDICATED HERE ON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY J SAND & GRAVEL IS PREPARED, AND ON HIS BEHALF TO THE Z IO OTA. RAE COMPANY, GOVERNMENTAL AGENCY, LENDING INSTITUTION, IF LISTED HEREON, AND EL. 8.0 TO THE ASSIGNEES OF THE LENDING INSTITUTION. NOTEREMOVE ALL UNSUITABLE MATERIAL TO CROUNDWATER ELEVATION OF 8.0 BACKFILL WITH SANG& GRAVEL. pROVIDE A 3'-0" COLLAR OF SAND & GRAVEL AROUND BDTH LEACHING POOLS. TUT MTA er wovuc o_mm.v mA� Sanitary system designed by cmren sa Joseph Fischetti, PE, mow iwu a 1725 Hobert Rd. 1 mow �°uIr'ar LL Southold, NY 11 3 mow war AT Au».c m Arvswo a ro m 637-7b 15, crow Ar r IB' W Rlf W 9ROMN AIY SNO ' µp SMOY AI TIL% 67' wrA x mow n.( A EAW SNO 9 67' NOTE: 1.2. 10 JULY 2000 0 RE�Vf$E SANITARY RENSE SANITARY AND J. 13 SEPIEMHER, 2000 V'ADD SANT ARY AI 5. 30 OCTOBER, 2000 RENSE SANITARY 6. 15 NOVEMBER, 2000 REVISE SANITAR) 7. 07 DECEMBER, 2000 RENS-' SANITAR) CORRECT TEST HOLL CORRECT TEST HOLE. GUARANTEES ARE NOT 7RANSFERABLE TO ADOIRONAL INSRIURONS OR SUBSEQUENT OWNERS. UNAUTHORIZED ALTERATION OR ADOIRON TO THIS SURVEY /S A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 LONG ISLAND SOUND ELB APPROX HXL. THIS DATE _ �........ .... ELB ESTOESEAC EL B _ _ — NGRAVEC S 43'07' 10"E — ELB 130.00' EL f2 — — _ _ _ — BOTTOM OF BLUFF — a _ EL B EL pB a EL 72 EL 24 —� ----__ _ _ _ _— __ _ _ �_ _ EL iB _ — — _ '---- EL 24 ___ ____________ EL 18 _ _. — _ _ _— .----- _— N _ EL 30 p, --_ _ _—� c ---- EL 30 CN ` _ TOP OF BLUFF GRANDVIEW DRIVE i GUARANTEES INDICATED HERE ON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY, LENDING INSOTUTION, IF LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY pp, 0c)oj�j S29012OW ro 5l" WELL 1'ee'JO'W 1010' SU'00100'$ 16J 73' F6' TO WELL FR 1 PROS pH LINE (10' EASEMENT) y- N<3'00"COY/ 165.00' TIE 1. .,.._. _. . .,. .-.-..._.. _. __ - ......:,,_ .. SURVEY OF LOT 10 IN MAP OF GRANDVIEW ESTATES SITUATE ORIENT, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. Frey 7083 SURVEYED FOR: DAVID J. McELROY D4TE FILED JUN 8, 1982 TM#" 1000-014-02-003.14 GUARANTEED T0: CESSPOOLS (2) 05 ADD EASEMENT DATA, DAVID J. McELROY 22 MAR 05 ADD CONTOURS ALONG LI SOUND. TITLEWAVES ABSTRACT CO. 13 AUG 05 CORRECT MEAS. TO SANITARY. m SEPTIC TANK 04 FINAL SURVEY � � 0 9.6' � o hW. CONC 32.2' LLJ o 2 -STORY RESIDENCE 0 _ LO LE) 25.4' � 3 Z 0 m 00 r WITH BLOC CURBING tiyp M �.�1py ♦ L U f SFPhC` �pN" U. So�G, GRANDVIEW DRIVE i GUARANTEES INDICATED HERE ON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY, LENDING INSOTUTION, IF LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY pp, 0c)oj�j S29012OW ro 5l" WELL 1'ee'JO'W 1010' SU'00100'$ 16J 73' F6' TO WELL FR 1 PROS pH LINE (10' EASEMENT) y- N<3'00"COY/ 165.00' TIE 1. .,.._. _. . .,. .-.-..._.. _. __ - ......:,,_ .. SURVEY OF LOT 10 IN MAP OF GRANDVIEW ESTATES SITUATE ORIENT, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. Frey 7083 SURVEYED FOR: DAVID J. McELROY D4TE FILED JUN 8, 1982 TM#" 1000-014-02-003.14 GUARANTEED T0: 07 DEC 05 ADD EASEMENT DATA, DAVID J. McELROY 22 MAR 05 ADD CONTOURS ALONG LI SOUND. TITLEWAVES ABSTRACT CO. 13 AUG 05 CORRECT MEAS. TO SANITARY. 5 APRIL 04 FINAL SURVEY O—d t SURVEYED27 DECEMBER 1999 SCALE 1"= 40' AREA = 40,650 S.F. OR 0.933 ACRES SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEW SUrFOLK. N.Y. 77956 631-734-5835 GIS SEDtiXAND SURV�S(6R Lic. No, 4927 99C856R2 o 6� TVA 6 r '8Lc 0 II 14 x 14" Couul EAM TOP �;' / \ "/11 LAMINATED XOOD i / -fey--I,-��--ry�/��,} ( ENGNEERRIING BOY OTHERS / SYl 1 11 � —- / - -- SSR STY' I_ __ • icLp^'r 'AU TED i0 Lj'' ' 171h GEIL I n I - I AREA 4 CONC. SLAB 0 VTCB 1G"O.G. V ,1 'tnl _ 10-0" F'LATE CO� Co� (a8 GARDEN DR. W/ lob x 14' TRANSOM GOOKS W/ 1 i� - _- • ENTERTANME{I." 8 0 \\ ✓C -1)188O< .9 2222 18-11 _ _L ln�. , n FRAME 9C)-0' VENEER ' -- 81- O OII- I - Uq (3).4�x 5r -' FIX 0 - 'v �f 5 rl 8 O M5 90 8 �? \92G§FIXED GARDEN tt0 TRANSOM 41 �,I 3 -9 -OI 1 -0 �I I ✓ 1 \ / \ - � u ul Ric O' P � FAMILY ROOM ; -�IL��RF�K�ST I lo' -o" GLG. HT. 570R. ELEVA7 t1l REFER 1O REAR If) I: C] I ' 111\\\��� ,I _ ,. WINDC1ION FOR I 1 �JIYl I 14' LAMINATED FLUSH (e g WIN[X�IN SIZES I SG•I j �- I, GG WOOD BF�1Eh.(4JSG' BOTrom I 1-�- tJ SOA LOTEn Td1�" ' O'(HERS.) i - _-- - - _I--- -- -- .....�'! -I , J BY 10'-O ( INEERINCo 6 _ 1 1I� 2xlo'c.J. V e1G C,711 14"Mw. -3 ` ? 3 L-i4P. I KNEE SflgCE I 4 nFIRE _ M BELOW SrA4RLANDING I' -- C--Ae' -a �IH-_ ,,;� COMPACT REFRIG. 2 H 10-0 GLG T. L ICE Mk ER INING fSAR vv'f N�I. SINK DIS. 2"x6"'C J. 2 x 12 F I. e +` `� ly �' O 4�--OVEN W/ D- fy' BELOW �1�I1 MICRp- , <TCH ^ \ /I BATH i CLOSET 0 II `,9I II -yl t�LIVING -f- Wn./E -(n—r---�' `` Al 7 \ -� O 1'R,.�VM •� ABOVE .r 10'-d'Cl Dl STOR' GE C ul OPEN TO CATM-ORAL ISLAND _ c CEILING @ VFX, 51 K AP " GARDE DR. p / I, •_YAII S UPPER LEVEL 13G 2' 0 BAT DRS. 3 FIREPLACE �� n i(J LLQ 7 D0.. WJC�,fa45 57ARTERr E CT IC= to F, 9-(0 F-WSFi E 'WIND RAI a DR,AF'i �-� HEARTH I W. _ '' O $ 12 DIA. 7APEitEO ? LMT OP I COLUMNS\ �\\� 9MDKfi 8 O 1- -- n U PA _ PCIW0R- 12-8- 1 P RENDER e 9'-O BRIC< 71,,, ARCH1N . �B-- - - =-is X�1 L.V�L- \d \` (D.)I�3G."HICd-IG O;\�6 S0 HI vANITY� 'LA .U rr -� I (I V drGLIB 11 NI I = 0 lel, \\S 2- PLANT LE G�\�:r i5 GL 14CC: / DR. ✓ L' I4.1i Q.C. 49 l' MASTER L o, MATH o- ' 1O-O"CLl$. HT. 2-8 :2 SH VES SHLvS ,• _ r 13 I 1 ( ET fir Is MAST 71. L to -o cua_F r- - --!I S �CHEST AWE� iN' ELS 2 "12 F.J 4 SFiWR C' 11�7 CHEST- S i IY I I C. -,L SET IS 1'- 0" i4m! 1 -2 e 14 i I 2_-Cc'I 21-8" 3-41' 3 K. FLUSH 6EAhA5 -Jpl S G EST 5^� "a' J, aJ ' / I _ __j i 7� ', c}' (21(o"O. G. I/) w ,' /" -/ _- _=0 11 0 CLOSE • I m GALLERY rn I D Tt uMFO 1 12 1 T / - - . FALSE HEADER_5 L/9, OI 2112 FJ. =ni o'o.c. V C 5M0 K-4 D,ETLUID(t� , - 21filo d m �r I 1 IF io Imo. GUEST a� D GL.= FORMAL aa.W NIAT IN 0 DINING C L'ar-n�+.Jl[�1/t��.JCl'rl 3G':� - SIDE TS.# -_'� ','�} -� OR, INURSERY . TRA.ISOM _r7 10-O'CLG. HT. lo' 0"Icl HT. li F. - �I �i COvuR-DELLIPTICAL SETe 9-0" 0 FPRGH • 5RIOC PAVERS 411 (, i _19X84 FIXED 1 u 111 "I'( '11 ELLPTIG�L IET9-O 12 -CO 3-O -1-0 11 3-0 .r11 7=8 I I a I 1�-411 I 1 r 1 131'' 111 O' — --- __— 4_JZN+1E_ 90LO" VENEER - - 1Cd'O.G� Nrav R-FRIS, .itrlllllll� \ \ 3 1 Jn 't o 6� TVA 6 r '8Lc 0 II 14 x 14" Couul EAM TOP �;' / \ "/11 LAMINATED XOOD i / -fey--I,-��--ry�/��,} ( ENGNEERRIING BOY OTHERS / SYl 1 11 � —- / - -- SSR STY' I_ __ • icLp^'r 'AU TED i0 Lj'' ' 171h GEIL I n I - I AREA 4 CONC. SLAB 0 VTCB 1G"O.G. V ,1 'tnl _ 10-0" F'LATE CO� Co� (a8 GARDEN DR. W/ lob x 14' TRANSOM GOOKS W/ 1 i� - _- • ENTERTANME{I." 8 0 \\ ✓C -1)188O< .9 2222 18-11 _ _L ln�. , n FRAME 9C)-0' VENEER ' -- 81- O OII- I - Uq (3).4�x 5r -' FIX 0 - 'v �f 5 rl 8 O M5 90 8 �? \92G§FIXED GARDEN tt0 TRANSOM 41 �,I 3 -9 -OI 1 -0 �I I ✓ 1 \ / \ - � u ul Ric O' P � FAMILY ROOM ; -�IL��RF�K�ST I lo' -o" GLG. HT. 570R. ELEVA7 t1l REFER 1O REAR If) I: C] I ' 111\\\��� ,I _ ,. WINDC1ION FOR I 1 �JIYl I 14' LAMINATED FLUSH (e g WIN[X�IN SIZES I SG•I j �- I, GG WOOD BF�1Eh.(4JSG' BOTrom I 1-�- tJ SOA LOTEn Td1�" ' O'(HERS.) i - _-- - - _I--- -- -- .....�'! -I , J BY 10'-O ( INEERINCo 6 _ 1 1I� 2xlo'c.J. V e1G C,711 14"Mw. -3 ` ? 3 L-i4P. I KNEE SflgCE I 4 nFIRE _ M BELOW SrA4RLANDING I' -- C--Ae' -a �IH-_ ,,;� COMPACT REFRIG. 2 H 10-0 GLG T. L ICE Mk ER INING fSAR vv'f N�I. SINK DIS. 2"x6"'C J. 2 x 12 F I. e +` `� ly �' O 4�--OVEN W/ D- fy' BELOW �1�I1 MICRp- , <TCH ^ \ /I BATH i CLOSET 0 II `,9I II -yl t�LIVING -f- Wn./E -(n—r---�' `` Al 7 \ -� O 1'R,.�VM •� ABOVE .r 10'-d'Cl Dl STOR' GE C ul OPEN TO CATM-ORAL ISLAND _ c CEILING @ VFX, 51 K AP " GARDE DR. p / I, •_YAII S UPPER LEVEL 13G 2' 0 BAT DRS. 3 FIREPLACE �� n i(J LLQ 7 D0.. WJC�,fa45 57ARTERr E CT IC= to F, 9-(0 F-WSFi E 'WIND RAI a DR,AF'i �-� HEARTH I W. _ '' O $ 12 DIA. 7APEitEO ? LMT OP I COLUMNS\ �\\� 9MDKfi 8 O 1- -- n U PA _ PCIW0R- 12-8- 1 P RENDER e 9'-O BRIC< 71,,, ARCH1N . �B-- - - =-is X�1 L.V�L- \d \` (D.)I�3G."HICd-IG O;\�6 S0 HI vANITY� 'LA .U rr -� I (I V drGLIB 11 NI I = 0 lel, \\S 2- PLANT LE G�\�:r i5 GL 14CC: / DR. ✓ L' I4.1i Q.C. 49 l' MASTER L o, MATH o- ' 1O-O"CLl$. HT. 2-8 :2 SH VES SHLvS ,• _ r 13 I 1 ( ET fir Is MAST 71. L to -o cua_F r- - --!I S �CHEST AWE� iN' ELS 2 "12 F.J 4 SFiWR C' 11�7 CHEST- S i IY I I C. -,L SET IS 1'- 0" i4m! 1 -2 e 14 i I 2_-Cc'I 21-8" 3-41' 3 K. FLUSH 6EAhA5 -Jpl S G EST 5^� "a' J, aJ ' / I _ __j i 7� ', c}' (21(o"O. G. I/) w ,' /" -/ _- _=0 11 0 CLOSE • I m GALLERY rn I D Tt uMFO 1 12 1 T / - - . FALSE HEADER_5 L/9, OI 2112 FJ. =ni o'o.c. V C 5M0 K-4 D,ETLUID(t� , - 21filo d m �r I 1 IF io Imo. GUEST a� D GL.= FORMAL aa.W NIAT IN 0 DINING C L'ar-n�+.Jl[�1/t��.JCl'rl 3G':� - SIDE TS.# -_'� ','�} -� OR, INURSERY . TRA.ISOM _r7 10-O'CLG. HT. lo' 0"Icl HT. li F. - �I �i COvuR-DELLIPTICAL SETe 9-0" 0 FPRGH • 5RIOC PAVERS 411 (, i _19X84 FIXED 1 u 111 "I'( '11 ELLPTIG�L IET9-O 12 -CO 3-O -1-0 11 3-0 .r11 7=8 I I a I 1�-411 I 1 r 1 131'' 111 O' — --- __— 4_JZN+1E_ 90LO" VENEER - - 1Cd'O.G� Nrav R-FRIS, \ \ 1 � 4D8Qv Jn y 8 2-5''4'-0�-JI 7-10 ENGINEERING BY O ) d- ' C TS -' PEbE... All IN Cnx�o1 KOOD P126-17 R m ted t * PROVIDE ANTI -SCALD AND/OR o x1�1F.J. I I N THERMAL SHOCK PREVENTING =a0 0-0 i��o•G. ; _ - QJ DEVICES AS TO PART. 902.6(K) N.Y. STATE BUILDING CODE, -- 1 lT r- co,�rlN�o�ys 1�><"1�a✓FI.DR. ' 100 CL S1 8-91,i 3.011 101 -Co° 11-OUh FBERCERTIF/CATION - N LE D C NTENT BEFORE' I' Y.I C EN ^ r� R \ WH. t1 Di C. NTR.CRT/F CAT OF OCCUPANCY l i / THREE - CAR j SOL ER SED IN WATER " — - GA{�+>v'�E UP Y S STEM CANNOT 4"CONG. SAB XCE D 2 10 of 1% LEAD. S.C. O 3� 9' 0" CLOG. Hr. FROM > . FIxE 1 , 70P OF STEM I .- `IIl SET If copper tubing is used ` W for water distributing ri system; piping shall be l O ; RED of types K or L.only IL -m J �� S UNDERWRITERS CERTIFICATE DC w�>♦417�tl,ltt�t�tAft: ^l'Tt�wF'f7 �""1�"1A\R .1A.'rP�'SCT' P1fI'T .\. 7"7� -'\�\ C 1Cq O.C:. I i b O PLUMBING ALL PLUMBING WASTE III WATER LINES NEED TESTING BEFORE COVERING 2 - 0'141' 11 1j,,_�, L . �I p��nt 2 5 2002 --_�j�M - - PROVIDE""SMOKE-DETECTING 6 0 ALARM DEVICES 1 SET �! XED AS TO PART. 721.1 - N.Y.S BUILDING CODE. 5� 39x-16FIX. I�xs� R= Fill ELLIPTICAL FIXED EMERGENCY ESCAPE AS Lo !I SE r'C. Co' -!o, SET P-$'-ro" SETS ra'-6" REQUIRED BY PART. 714 OF P OVEDIAS NO, Y. STATE BUILDING CODE. z aR 6G FEEBW PROVIDE % HR. FIRE NOTIFY BUILDING DEPARTMENT AT I n RATED SEPARATION TO 755.7502 f AM TO 4,1111111 FOR THE .611 _ ._ 'ART. 7173 (f) (1) OF FOLLOWING INSPECTION& � E le, TWO REG 'U,IREO Y. STATE BUILDING CODE.. FORPOUAED:eoNChE1t L, ROUGH - PRAMING i PLUMBING a INSULATION . OL FINAL - CONSTRUCTION MUM BE COMPLETE FOR C.O. DO NOT PROCEED WITH ALL CONSTRUCTION 111HALL MEET THE REQUIREMENTS OF THE N.Y, FRAMING UNTIL SURVEY STATE 'CONSTRUCTION S ENERGY OF FOUNDATION LOCATION p�N NOT TRRESSPO��LE' FQR HAS BEEN APPROVED UFA NI> OR =4,;1 ' r �� >a1�rP feat¢ — -' I.. — - — - — - Il1IF1'. ` CENTE �. /�•` HEADER 13Ff.M SHOP AREA 4' CaJC. SLAB w " , 1O CLG. HT FROM � i - TOP OF STEM WALL FIE T IACCFS� . _ In W FOL R. N/ F ' -' dl DF12DING GAs L - -?=- j14;YII7�8 L.V.L. --�__ O -l0- 9-x"12 CNH. DR. I i r --i ii------ - 0 12- - LAMINATED WOOD el J I-' 0 m ENGINEERING BY O ) d- ' C TS -' PEbE... All IN Cnx�o1 KOOD P126-17 R m ted t * PROVIDE ANTI -SCALD AND/OR o x1�1F.J. I I N THERMAL SHOCK PREVENTING =a0 0-0 i��o•G. ; _ - QJ DEVICES AS TO PART. 902.6(K) N.Y. STATE BUILDING CODE, -- 1 lT r- co,�rlN�o�ys 1�><"1�a✓FI.DR. ' 100 CL S1 8-91,i 3.011 101 -Co° 11-OUh FBERCERTIF/CATION - N LE D C NTENT BEFORE' I' Y.I C EN ^ r� R \ WH. t1 Di C. NTR.CRT/F CAT OF OCCUPANCY l i / THREE - CAR j SOL ER SED IN WATER " — - GA{�+>v'�E UP Y S STEM CANNOT 4"CONG. SAB XCE D 2 10 of 1% LEAD. S.C. O 3� 9' 0" CLOG. Hr. FROM > . FIxE 1 , 70P OF STEM I .- `IIl SET If copper tubing is used ` W for water distributing ri system; piping shall be l O ; RED of types K or L.only IL -m J �� S UNDERWRITERS CERTIFICATE DC w�>♦417�tl,ltt�t�tAft: ^l'Tt�wF'f7 �""1�"1A\R .1A.'rP�'SCT' P1fI'T .\. 7"7� -'\�\ C 1Cq O.C:. I i b O PLUMBING ALL PLUMBING WASTE III WATER LINES NEED TESTING BEFORE COVERING 2 - 0'141' 11 1j,,_�, L . �I p��nt 2 5 2002 --_�j�M - - PROVIDE""SMOKE-DETECTING 6 0 ALARM DEVICES 1 SET �! XED AS TO PART. 721.1 - N.Y.S BUILDING CODE. 5� 39x-16FIX. I�xs� R= Fill ELLIPTICAL FIXED EMERGENCY ESCAPE AS Lo !I SE r'C. Co' -!o, SET P-$'-ro" SETS ra'-6" REQUIRED BY PART. 714 OF P OVEDIAS NO, Y. STATE BUILDING CODE. z aR 6G FEEBW PROVIDE % HR. FIRE NOTIFY BUILDING DEPARTMENT AT I n RATED SEPARATION TO 755.7502 f AM TO 4,1111111 FOR THE .611 _ ._ 'ART. 7173 (f) (1) OF FOLLOWING INSPECTION& � E le, TWO REG 'U,IREO Y. STATE BUILDING CODE.. FORPOUAED:eoNChE1t L, ROUGH - PRAMING i PLUMBING a INSULATION . OL FINAL - CONSTRUCTION MUM BE COMPLETE FOR C.O. DO NOT PROCEED WITH ALL CONSTRUCTION 111HALL MEET THE REQUIREMENTS OF THE N.Y, FRAMING UNTIL SURVEY STATE 'CONSTRUCTION S ENERGY OF FOUNDATION LOCATION p�N NOT TRRESSPO��LE' FQR HAS BEEN APPROVED UFA NI> OR =4,;1 ' r �� >a1�rP feat¢ — -' I.. — - — - — - Il1IF1'. I 3 O 2-2 L 5-0 1 Cn On LONER LE`/EL I OP't1�NAL� -� BATH F1YE1 lir N/NOT INCLUDED` K IN. Sq. FTG. / BRIC CHIMNEY t � � F- -T-RtS TOWS ILII 11 I c ;II.`,v�� �I I LOPE r 20,8 T- c� r, NTG I I \ 1 n E 3 ✓i=p II I I -p o19 H of °I 1-1066Y R 1. L Ip - u 9 OF Ila' =y 'n it FIVE (I LG. � - Q = I SLOPED / NOT 1 UDED\ N SQ FTG. f "C.J " L----- -- - uI 8S WALOLS . 335 II / PED cSL I 117-6 II II 0 I I —F I 1 9 F- - 5.0. T- 'IT -'-- - - - - 4 3n = V 2°(OB 2-Coa FLUSH BEAM 0 LIVING IRCX�IvI BE1LOK R�SSLOPED I WAL„ 12 1„ 12 - g� .9 LLG. NI' CATHEgRJNL CLG. SITTING °o c"T - 1 5 WOOD TRUSSE� I HEADERS I (ATOP 8' RI DGE BEAM 1 I �p RAILING I, hj 30 TO MEET HEADER , n ALL CODES BEAMS G' 8-O I� 1O,XIO"WOOD COLUMNS= 11O 141 4 0 Id, -LII _ LUsot1 -d' 0oTloM �N PL BALCONY BEAM �j'-G� CLG HT. BEAM�,N Cj MOIL& \J. -L OGrtfZ10n ' T7 PICA 12-9j1 9 ' 0d'CLG HT. co V G° 1G°O.C. v ,?ql SAREA 9' -&'r -LG. Hr. 1ar49 3O(eO 1°x4.9 FIXE4i 1,p SETC FIXED, SETC? G?q 8'-O" I SETC' -9 I I I -d am / / \ LINE. OF- LEVEL FEVE/ \ I I I �t i1 21 (a' I I _ro N I t ------ CO: K5 _ CK -1 FLaoRe 0 CHIT CHIMNEY ARRA 0 M//��E[[�D'��IIA/� J` REA::- B rA'7TIC (0- I FROM 9-O CLG. HT. �i FLURaCE I RaELOkI I 2xCo'GJ. C.H. 1 RI ERS 55 _ LO - _� R� =rI #5 W.H. - 2-06 + I LINE OF THREE _J 2xG �...J.III 1_OWER LF_YEL 24 'H _REE O - 2I_�I�� 0 —,' 5.0. 9-O�CLG .11 \ll) _. 4 3n = V 2°(OB 2-Coa FLUSH BEAM 0 R�SSLOPED I WAL„ C LLG. NI' SITTING °o c"T - AREA - —nrt q'-O'CLGHT � jl SDpX ' ETe FIXED 9 I 8-O"SET@ G- 1 1 IREDO PORCH 6 Bit 31-0, 3 -di I 13.21 L� a 3. 3_61 2 8-ra SCGLt✓l kk_,�_O I I I I I i 1 I I 0 JAN25MR _ry 91 �•7 i�ArtI�S ��G INS C>• 6 • 1010 Yy.M. tNER SILL 811 G01`1G- KLaLLS 811 — 14'. lo' I I 2u —4 1: d' z" � �_'_ a" � 4- 3 141-1o' 4" ,-I I" ol_ s � 450 I / \ U \ _ - -00 _ \ a CoIPJPEi2 $M5. r ' -I - I d -' a �✓/ — — --N — —c ;71-- � t,ROEa en a - 3o��nKl4'n 13-0 NZ 'p — -- — �- ��� a�-• _ cc�NG.61oc-K TN2ouyN°uf �v t7 Lj'd suPPOFT COL. JST. 'kti:A4ff o✓ 00 uj cd"rCl'O.I L'• L� \� �'t-G. �y '� - O M \0!!( -0 31 45 STEEL Lf r Ln 6RIc-K cHIMUEY I N �, � �I; 1'Iul I Y- 18-0 3- ro�r.7 - = 3-s I I I. G.H. II I� 1 Sal WALLS Q Sr,IP•WAY f BIRDER O HI uPI� o sl..�a s�Ms. -9 L-7� 1/ �' -r- — � 5� �c IY 2��h'w Hl G sT�OR1. I I— 7 �3�4 r1 L `3v"rt'ho�r 14 Of.E,P L J L J \ L —1... L I J �_'�➢° 12x1 -F J- F°oT11.14�1iPY.M. L --- — _ - — _ \ -p /�, n n C 12I'�0. , n 1 it - _ -i _�, ',N _j -' \�P. It�o"o•G,,`✓ 'I',, ♦- \l 13 3 :--3" 3-G _ 111 I _ j= uJ NI "-_ r -d _ a I 1 N �{tA of �- � `^ -ry / I - tfl GIRDERE.M5_ _— —_ — --I�I 0- 'tf /� 2'x 12 F. J. C� II I 1 , , 0A +OR ovH. bk• -r � \r'c IL O.G. rk -I I '�:m _ - 1 . $T6. xT-O xf*osr Ga oG p L J g I_ Lr _ . JST.L! — I r I °-'J -� Ll -J i 1 I I Co -3n 00N I�� Cn" �^ JI O' -I I I, 1 - ? N ALLOW For- lid OJF{. CA. II r / 2xII�Jr\ j4a�_. f 2u F.J. ^�I _ 3/`}11 oaop e iGr-Y Jr. -� GE L LA fZ -- — �— — — — iJ0 — — r.k �P. Jl: II 4" W . P. CONC- 5LAr — _ I — 4"6eIW.YEL FILL , O • .00•-1 POJ-YETWYLEN � W/G�G�IG•IO WM� - — - - — ef>•ICK f�.vsa5 A GONG. GTEPSJJ s. N As 4 l I -T, BRJC,6 __ ' '1 I 4=1� 13•-l0" � 10-2�� � 13-Ic TOTAL (JOTS: CLCAP. I E14,HT OF CHLLAf, v 81-p'I U�JDATIO PLAN v / cf=T .e FTv 0 I I 4 conte. GI A0. I n 1 K1 I `,Wc)��/.6ANDI 10.10 �.rr. " %2' MASTIG JT• a F•EA. -51�Pe Iro DOOR 4 ml m kOl'ri: 4L GoLuPQUS foo f coN6LL jw 'ooIIK '` al'v l 4'(otW, TYPi4&L, -jAm%52V �r N -fj n 0 I I 4 conte. GI A0. I n 1 K1 I `,Wc)��/.6ANDI 10.10 �.rr. " %2' MASTIG JT• a F•EA. -51�Pe Iro DOOR 4 ml m kOl'ri: 4L GoLuPQUS foo f coN6LL jw 'ooIIK '` al'v l 4'(otW, TYPi4&L, -jAm%52V �r N SLY I 154 it I It 1 4 I. ATTIC w • rr• -1iF'tfwl�' � � �� ����Iq�� m • ovM'gjT SNpf' DaoI�IVgg To 1NYi kFwl+irA I,j�p 1',za�,r'i� �rru.If,Fo oC Tµk, G�•Tf�fx�pl, oGIU.IF� ap�or,E; r�+E Lldla(� t�+"I. MEDIA ARF I I a Books -ry ry I I _ry CA7T' STgNE WINDOW TRIM DFEETAILe 10"- 1n B AMS QALCOD Y ore I•�•I If'1I I'♦'I I'�7 I�1.11 I'�II I'•'I I Y 1Lw HH G r0 SCALE: 3/ ii SI"AlRS RAILING �DEj'Allr to �'-, r- ��� �i� SdAP's If I j "I I�rh CORNICE pETAIL ILri- �, TRIM CT"p NTAY [ SAM - SEE —� I ----- - _ '' -�T..,=�-r---------- - -- ❑❑�l - DETAIL Io f (WITH JAN 25 2002 p. r0 EX17 wRouvr+ _ _O BASE VHE-P T ENTRY 6 / II ~ ❑� ON EITHER -O I I ,./ i SIDE OF RCH -t' 3_ $0 � I � � 36 so - NG L •���y�0\i✓y� °^� �,G,.(.; .�A�l.��o:iv,AYX��)�,,�A., ,�\,'rr�"�''����1� 4t ` "n'll jI "'''; _ �._x, :-'t+ 't'.. "r� '. M -s.." ` �h'1`•/Ai-�Y�/���� /� �� � � �,� ter, // a�ji �. . •^`Y/>c; •°.°� I`ll �, .�.';r:/,��G��i� •4 � v �'L-'�'I�C �'�6 �I Elea far ;L.,��+. _ :;,:, �, �' T.tLia.'�,k 4� - -�-�'1���`'�NN`����� ✓/,�/i � � � , 't\\U. ��,�: "Ei>s :� �' �"hEYL(�l•A`'N YJbf'I4MaUI.A IDN -� � .T' ., .^,"lk'''_jgy�l,'r�, ' � �/y .. a,. � r � f'�Olz. 17�J(�. �o���-►o� ,�. � SE�"IC�N �w 1swl�i.�,�G✓.IQ�I01�. R+4r11W+ IJO. d�I°J jUu 6Dof,+' k' 6 'SGaLE 1 3✓81� _ 1 � pu METAL JOIST HANGERS EA, SIDE 2' X 12' F.J. AT 2' X 12' 8'X6'XI/4' BASE PLATE W/ 2- 1/2' ROUND ANCH BOLTS 3 1/2' ROLJN COLUMN P 8' CMU 16' X 16' ELK. PIER (B'CMU) —'--- --- ---- IT CMU I ° 24' X 12' CONT. C C. FTG, W/ 3 - a4 R AR 24' X 24' X 12' CONC. A. WAY n 0 4REBAR A/ WAY WOOD FLOOR FOUNDATiCN DETAILS EXTERIOR WALL PIER E GIRDER HOU50 E GARAGE MARGIN POSTE FTG GARAGE EXTERIOR WINDING STAIRS USTERS )R FLUTED IBJ ARAGE DOOR -O' CONC. APRON 2' EXPANSION JOINT 2' MAX. 2' MIN. -'I ` JOIST — �HANDRAIL NO. OF TREADS WIDTH OF EA. TREAD (C) TOTAL RLN OF STAIRWAY (D) WELL OPNG FOR V -S' HEADROOM (E) CEILING. z 9-0' f 15 7 5/16' I 10 3/8' �- II' -4 $116' 350 40' 00' 14-7 9A6' 9'-O' 10-I I/4' 17 71/8, Ib 10 3/8' 13'-10' 111-7 1/16' 30 29' 00' I '-9 3/8' 10'-0' Il' -I I/4' G T 18 10 I/2' 15'-9' 11'-9' 38° 41' 00' IB' -II 0/37 6' TO 8-- 2 -TX 8' 2 -TX 6' TO 8' 4' TO 6' - STO 10' 2 - TX 10' 8' TO 10' 6 TO e' 4' TO 6' 10' TO 12' 2'- 2' X 12' 10' TO 12' 8' TO 10' r - 12' TO 16' 31/2 X 3 I/2' X 5/16' STEEL 6 X 6 /10/IW.W.a 8'X6'X1/4' BASE 3 1/2' ROUND2' 3/4' DROP (y TO HEADER 2' X 12' FLOOR JOIST OR ' ENGINEERED FLOOR TRUSS' PLATE W/ 2- STD. STL, PIPE (SEE FLOOR PLAN) ,JAN 2 5 2002 r CEDAR SIDING ( 4' TO 6' WEATHER) --= 1/2' ROUND ANCIA COLUMN THROUGH -WALL FLASHING ! I/ REATED SILL PLATE 1} SHIELD ROUND X ITV t48 , o- WEEP HOLES AT 48' O.C. NCHOR BOLTS AT BOLTS ' O.C. - 2 A. CORCIER a 1/2' WATER- PROOFING v / 'V ' I/2' EXPANSION JT.4' MIN, ( 2' DRAIN TROUGH TO 2' W.P. CEMENT PLASTER WASH SLWP PIT ___ ==– 4' ROUND PERF. PVC DRAIN W/ a3 REBAR AT , , 4' CONC. SLAB ° i 6' O.C. EA. WAY JJ 24' X IT CONT CONC. FTG, 4 MIL VAPOR' BARRIER W/ 3 - a4 REBAR CONT, TYPICAL WALL AND-C&L'L.4'1Z: SECTION II M-1 W/ EXTERIOR SIDING W/ BRICK VENEER 11 a n)* PROVIDE 8' STEM WALLSNp " FOR 1 1/2 E 2 STORY HOMES I'-4' FOOTING E REINFORCING 24' X 24' X 12' CONC. SIZE TO MEET LOCAL CODES SPOT FTG. W/ (3) a4 REBAR EA. WAY SLAB ON GRADE FOUNDATION DETAILS EXTERIOR WALL THICKENED SLAB HOUSE E GARAGE MARGIN POST E Fra GARAGE EXTERIOR GARAGE APRON METAL JOIST HANGERS EA, SIDE 2' X 12' F.J. AT 2' X 12' 8'X6'XI/4' BASE PLATE W/ 2- 1/2' ROUND ANCH BOLTS 3 1/2' ROLJN COLUMN P 8' CMU 16' X 16' ELK. PIER (B'CMU) —'--- --- ---- IT CMU I ° 24' X 12' CONT. C C. FTG, W/ 3 - a4 R AR 24' X 24' X 12' CONC. A. WAY n 0 4REBAR A/ WAY WOOD FLOOR FOUNDATiCN DETAILS EXTERIOR WALL PIER E GIRDER HOU50 E GARAGE MARGIN POSTE FTG GARAGE EXTERIOR WINDING STAIRS USTERS )R FLUTED IBJ ARAGE DOOR -O' CONC. APRON 2' EXPANSION JOINT 2' MAX. 2' MIN. -'I ` JOIST — �HANDRAIL NO. OF TREADS WIDTH OF EA. TREAD (C) TOTAL RLN OF STAIRWAY (D) WELL OPNG FOR V -S' HEADROOM (E) CEILING. z 9-0' f 15 7 5/16' 14 10 3/8' 11'-10 5/8' STEEL LINTEL FIREBRICK OR ASH DUMP — HEARTH Z SECTION 'A" mtT STAIR LAYOUT DIMENSIONS ( SEE FLOOR PLAN FOR ACTUAL NO, OF RISERS E RISER HT-) CLNG. HEIGHT FIN FIR,_TO FIN PLR. (A) NO. OF RISERS HT. OF EA. RISER (8) NO. OF TREADS WIDTH OF EA. TREAD (C) TOTAL RLN OF STAIRWAY (D) WELL OPNG FOR V -S' HEADROOM (E) ANGLE OF INCLINI! (F) LENGTH OP CARRIAGE (G) 9-0' 9'-1 1/4' 15 7 5/16' 14 10 3/8' 11'-10 5/8' II' -4 $116' 350 40' 00' 14-7 9A6' 9'-O' 10-I I/4' 17 71/8, Ib 10 3/8' 13'-10' 111-7 1/16' 30 29' 00' I '-9 3/8' 10'-0' Il' -I I/4' 19 T 18 10 I/2' 15'-9' 11'-9' 38° 41' 00' IB' -II 0/37 SLOPEf DOWN< 1/4' PER III 1111= -I�=1111' [AGAINST O NOT BACKFILL WALL UNTIL LOOR FRAMING IS PLACE. PROVIDE CONTINUOUS DRAIN TILE W/ GRAVEL AS SHOWN AT WALL. I_III TILE TO SLOPE TO = NATURAL DRAIN ALU w ZD OPAL`( u 2" X 12' FLOOR JOIST OR ENGINEERED FLOOR TRUSS' SILL 2 - a5 REBAR CONTINUOUS AT TOP OF WALL 1/2' ANCHOR BOLTS AT 48' O.0 4 m a4 REBAR - VERTICAL AT 18' O.C. I —�---a4 REBAR - HORIZONTAL AT 36' O.C. 0 I. ALL O COMPLY WITH THE LATEST AwPTB) OP THE LIN BUILDING CODE ADD ANY A ABLEea p STK OR LOCAL REG(LATI 2 THE CONTRACTOR T NOTIFY L TO CHECK O)PEPLANS AM AN)' 10RTOOMI�98TIO�HS PRIOR �� BTART OI' CONSTRUCTION. 3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS DO NOT SCALE THE DRAWINGS 4. DESIGN LOADS, ROOF 30 PSP 0-M LOAD) FLOOR 40 PSF STAIRS PSF GARAGE FLOOR 450 PSP 0000° PTJ DECKS 60 PSF ATTIC ( LIMITED STOR.) 20 PEP IF YOUR LOCAL AREA REQUIRES DIFFERENT DESIGN LOADS, CONRLT WITH A LOCAU Ao'PRRiAT ReVI Is" EER CN56 oereRM Ne THE 5. INSLLATION I W/ 17 0 GRADE R-11 R.RhB14�CE�A Ts R3 ( LML'ATED ) R-35 a THE VALUES AREA MINiMJA AND MAY BE BASEMENT WALL SECTION DAMPER ASN PIT E ` CLEAN-OUT 18' MIN. F.P. Fl -.m. W/ a4 REBAR AT 12' O.C. EA, WAY ON GRADE FOUNDATION SEE SECTION AT LEFT FOR NOTES ` 20' MIN. (TYP.) WOOD FLOOR ( SEE FDN. PL ) ` 8' CONC. BLK. FDN WOOD FLOOR FOUNDATION 7. ALL EXTERIOR WALL VID BEARING WALL OPENINGS TO HAVE HEP NOUGAT® w DEADER SCL87(AE a JOISTS THAT ARE ATTACHED TO FLLBH BEAMS ARe TO SE HANG WITH U-210 CR EOUIVALENT JOIST HUNGERS BY SI PSON STRONG TIE CA. 9. PROVIDE LEL DOUBLE AT� JO NEVE. FOR � 1 1/2 AND TWO STORY FIOAES II. LLIMBER A POB JOU( B SILO NO. 2 DOUGLAS FIR NO. 3 DOUGLAS FIR 12 =AI RMAW BAFFLES AT eAVE VENTS 13. FOOTINGS ARE TO BEAR ON !NDISTURBED 60X. DEVOID OP ANY ORGANIC MA TERIAL AND STEPPED AS REQUIRE TO MAINTAIN THE REQUIRED DEPTH BELOW THE FINAL GRADE, 14, SOIL BEARING PRESSUREEL AS6L.MTO BE 2000 PSF. 15. EXCAVATE SITE TO PROVIDE A MINIAYIM OF IS' CLEARANCE J DER ALL GIRDERS FOR WOOD ROOK POLMATION6 5 RIDGE BEAM I' X 6' COLLAR BEAM AT 48' O.C. la BCAM PoOY:CT6 IN Ia HD OONWC AIRSPACE AT SIDES A'NIT MINIhAM BEARING OF ' FT. OF IB WATERPROOI' SASEABNf W.°118 BE BACKFILLING PROV1Di A• 1. 4 RCLW( PERFORATED IM BELOW TM TVEE FOCTINB ( SEE AINBASbAR Nf SEC 19. EACH BEDROOM TO HAVE A MINK" OPENING OF 67 60. FT, WITH A M" WIDTH OP 2O' ADD A BILL LESS THA OFF THE BOOR. 20. ALL WINDOWS WIT}I1N IB' OF THE R :PD WITHIN 12' OP ANI' DOOR ARE T TEMPERED GLAZING 21. ALL TL IB AND SHOWER ENCLOSURES GLAZED WITH SAFETY GLAZING 22. CONNECT ALL SMOKE DETECTORS ( FOR LOCATION) TO HOUSE ELECTR SYSTEM ADD INTERFACE BAG" CNE WHEN ANY ONE IB TRIPPED THEY WI 29. PRO TTIC VENTILATORS W TH PORTION SPACE TD Be VEN AT LEAST 3' VE SAVE OR OC JOISTS SEE SECTION BELOW FOR ALL OTHER NOTES X 6' FASCIA 8' X 16' SCREENED VENTS OR 2' CONTINUOUS VENT AS REQUIRED 'IA E OVER-HAN --- ROOF PITCH, SHEATHING E -'", ROOFING MATERIAL AS SPECIFIED TX 4' PURLIN 15a FELT (NO'TCH BRACE 3/4') RAFTERS AT 24' O.C. T X 4' BRACIING AT 48' _ JOIST TIFFENER I' X 4' CONT. 45° MIN 2' X 4' 2' X 4' OUTRIGGER / GYP. BOARD R-30 BATT INSULATI N / - I' X SHINGLE MOULD AS SPEGD. CLNG. JST. - SEE FLR. PL/API I' X FASCIA 2' X 4' STUDS / / AT 16' O.C. VX 6' WIND BRACING 4 / 1/4' EXT. PLYWOOD I MAXIMUM ALLOWABLE SPANS FOR HEADERS SUPPORTING WC'%D FQAME VNA_LS ALLOW'AEL= SPAN OF HEADERS IN FEET FOR BEARING WALLS / 8' X 16' SCREENED VENTS LLC SPAN SEE ELEV TIONS OR T CONTINJOUS VENT OA 25 IN SIZE OF W ONE I TWO GARAGES OP W WOOD HEADERS STORY ABOVE STORY ABOVE STORIES ABOVE N!ALLS NOT BRICK VENEER W/ I' SUPPORTING FLRS AIR SPACE E BRICK OR ROOFS 2 - ZX 4' 4' 1^— 2 -TX 6' 4' TO 6' 4' I - 6' TO 8-- 2 -TX 8' 2 -TX 6' TO 8' 4' TO 6' - STO 10' 2 - TX 10' 8' TO 10' 6 TO e' 4' TO 6' 10' TO 12' 2'- 2' X 12' 10' TO 12' 8' TO 10' 6' TO 8' 12' TO 16' SLOPEf DOWN< 1/4' PER III 1111= -I�=1111' [AGAINST O NOT BACKFILL WALL UNTIL LOOR FRAMING IS PLACE. PROVIDE CONTINUOUS DRAIN TILE W/ GRAVEL AS SHOWN AT WALL. I_III TILE TO SLOPE TO = NATURAL DRAIN ALU w ZD OPAL`( u 2" X 12' FLOOR JOIST OR ENGINEERED FLOOR TRUSS' SILL 2 - a5 REBAR CONTINUOUS AT TOP OF WALL 1/2' ANCHOR BOLTS AT 48' O.0 4 m a4 REBAR - VERTICAL AT 18' O.C. I —�---a4 REBAR - HORIZONTAL AT 36' O.C. 0 I. ALL O COMPLY WITH THE LATEST AwPTB) OP THE LIN BUILDING CODE ADD ANY A ABLEea p STK OR LOCAL REG(LATI 2 THE CONTRACTOR T NOTIFY L TO CHECK O)PEPLANS AM AN)' 10RTOOMI�98TIO�HS PRIOR �� BTART OI' CONSTRUCTION. 3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS DO NOT SCALE THE DRAWINGS 4. DESIGN LOADS, ROOF 30 PSP 0-M LOAD) FLOOR 40 PSF STAIRS PSF GARAGE FLOOR 450 PSP 0000° PTJ DECKS 60 PSF ATTIC ( LIMITED STOR.) 20 PEP IF YOUR LOCAL AREA REQUIRES DIFFERENT DESIGN LOADS, CONRLT WITH A LOCAU Ao'PRRiAT ReVI Is" EER CN56 oereRM Ne THE 5. INSLLATION I W/ 17 0 GRADE R-11 R.RhB14�CE�A Ts R3 ( LML'ATED ) R-35 a THE VALUES AREA MINiMJA AND MAY BE BASEMENT WALL SECTION DAMPER ASN PIT E ` CLEAN-OUT 18' MIN. F.P. Fl -.m. W/ a4 REBAR AT 12' O.C. EA, WAY ON GRADE FOUNDATION SEE SECTION AT LEFT FOR NOTES ` 20' MIN. (TYP.) WOOD FLOOR ( SEE FDN. PL ) ` 8' CONC. BLK. FDN WOOD FLOOR FOUNDATION 7. ALL EXTERIOR WALL VID BEARING WALL OPENINGS TO HAVE HEP NOUGAT® w DEADER SCL87(AE a JOISTS THAT ARE ATTACHED TO FLLBH BEAMS ARe TO SE HANG WITH U-210 CR EOUIVALENT JOIST HUNGERS BY SI PSON STRONG TIE CA. 9. PROVIDE LEL DOUBLE AT� JO NEVE. FOR � 1 1/2 AND TWO STORY FIOAES II. LLIMBER A POB JOU( B SILO NO. 2 DOUGLAS FIR NO. 3 DOUGLAS FIR 12 =AI RMAW BAFFLES AT eAVE VENTS 13. FOOTINGS ARE TO BEAR ON !NDISTURBED 60X. DEVOID OP ANY ORGANIC MA TERIAL AND STEPPED AS REQUIRE TO MAINTAIN THE REQUIRED DEPTH BELOW THE FINAL GRADE, 14, SOIL BEARING PRESSUREEL AS6L.MTO BE 2000 PSF. 15. EXCAVATE SITE TO PROVIDE A MINIAYIM OF IS' CLEARANCE J DER ALL GIRDERS FOR WOOD ROOK POLMATION6 5 RIDGE BEAM I' X 6' COLLAR BEAM AT 48' O.C. la BCAM PoOY:CT6 IN Ia HD OONWC AIRSPACE AT SIDES A'NIT MINIhAM BEARING OF ' FT. OF IB WATERPROOI' SASEABNf W.°118 BE BACKFILLING PROV1Di A• 1. 4 RCLW( PERFORATED IM BELOW TM TVEE FOCTINB ( SEE AINBASbAR Nf SEC 19. EACH BEDROOM TO HAVE A MINK" OPENING OF 67 60. FT, WITH A M" WIDTH OP 2O' ADD A BILL LESS THA OFF THE BOOR. 20. ALL WINDOWS WIT}I1N IB' OF THE R :PD WITHIN 12' OP ANI' DOOR ARE T TEMPERED GLAZING 21. ALL TL IB AND SHOWER ENCLOSURES GLAZED WITH SAFETY GLAZING 22. CONNECT ALL SMOKE DETECTORS ( FOR LOCATION) TO HOUSE ELECTR SYSTEM ADD INTERFACE BAG" CNE WHEN ANY ONE IB TRIPPED THEY WI 29. PRO TTIC VENTILATORS W TH PORTION SPACE TD Be VEN AT LEAST 3' VE SAVE OR OC JOISTS SEE SECTION BELOW FOR ALL OTHER NOTES X 6' FASCIA 8' X 16' SCREENED VENTS OR 2' CONTINUOUS VENT AS REQUIRED 'IA E OVER-HAN --- ROOF PITCH, SHEATHING E -'", ROOFING MATERIAL AS SPECIFIED TX 4' PURLIN 15a FELT (NO'TCH BRACE 3/4') RAFTERS AT 24' O.C. T X 4' BRACIING AT 48' _ JOIST TIFFENER I' X 4' CONT. 45° MIN 2' X 4' 2' X 4' OUTRIGGER / GYP. BOARD R-30 BATT INSULATI N / - I' X SHINGLE MOULD AS SPEGD. CLNG. JST. - SEE FLR. PL/API I' X FASCIA 2' X 4' STUDS / / AT 16' O.C. VX 6' WIND BRACING 4 / 1/4' EXT. PLYWOOD / 8' X 16' SCREENED VENTS SEE ELEV TIONS OR T CONTINJOUS VENT AS REQUIRED R-19 BATT INSULATION BRICK VENEER W/ I' AIR SPACE E BRICK TIES AT 24' O.C. EA. WAY �— 2' X 12' FLOOR JOIST OR FLASHING W/ WEEP HOLES ENGINEERED FLOOR TRUSS' ( 2 PER WINDOW) ( SEE FLOOR PLAN) 31/2 X 3 I/2' X 5/16' STEEL ANGLE LINTEL W/ C BEARING ON MASONRY WALL E BOLTS[ TO HEADER 2' X 12' FLOOR JOIST OR ' ENGINEERED FLOOR TRUSS' (SEE FLOOR PLAN) ,JAN 2 5 2002 CEDAR SIDING ( 4' TO 6' WEATHER) --= THROUGH -WALL FLASHING ALUMINUM TERMITE REATED SILL PLATE 1} SHIELD ROUND X ITV t48 , o- WEEP HOLES AT 48' O.C. NCHOR BOLTS AT ' O.C. - 2 A. CORCIER a 1/2' WATER- PROOFING ° ROJR�D LALI�ryE•'I'E,O •A, ' I/2' EXPANSION JT.4' MIN, ( 2' DRAIN TROUGH TO 2' W.P. CEMENT PLASTER WASH SLWP PIT 12' X 12' GRAVEL TROUGH 4' CONC. SLAB 4' ROUND PERF. PVC DRAIN W/ a3 REBAR AT , , 4' CONC. SLAB ° AT PERIMETER 6' O.C. EA. WAY 4' GRAVEL FILL 24' X IT CONT CONC. FTG, 4 MIL VAPOR' BARRIER W/ 3 - a4 REBAR CONT, TYPICAL WALL AND-C&L'L.4'1Z: SECTION II M-1 W/ EXTERIOR SIDING W/ BRICK VENEER -IIll=III1 n)* 11 \ 11 \J-----;�� Ir •-----� ,Inn � � �_� -d' H DECORATIVE URN #•403 F * -� f ACOP NEWEL POSTS t c TOP RAIL 1140 U ARE NEWEL POSTS # 1241 �K - AT CORI`IERS ----- _ ( CUT TO LENC�I-Ff � -- BALUSTERS #1293 *_ AT 8"-9" O.C. BOTTOM RAIL � 1141 � , (4) 2'x 10 SEAMS TAPERED W001� COLUMN --i - . )11 M��' # 12 14 °...®. ° '�.• �•.;,. /CSC.. i. =TG \\ 77 TOP RAIL 41 at -1 %k BRICK EASE WALL WITH STUCCO TEXTURING . ---I 11- 4" 6A%TE9�+O. 1293 AT 8-.C. BOTTOM RAIL &RICK PAVERS OVER 4" GANG. 6LAB- BEAM I =ry =N , n =ry o � 1 1� �\ coRNi= =N LS SCALE : OVER 'E` NOTE ! BEAM. NUMBERED PIECES CORRESPOND TO FYPCN MOLDED MILLWORK. 32 WEST PENNSYLVANIA AVE. TELEPHONE TSTOWN, -1 1qB - - TELEPHONE (lli) 993 - 15<i3 TOLL FREE 1 (800) 53-1- 5349 FAX NO. 0711) 993- 378.2 I ry III FINISH FLOOR LEj/EL • a 1a `VM \\ it, " 19-O PLATE HTS / o i \ JJ G' I(a Ito°m.�• I ipX.o 21-2 FLATE HL II I Ali, ---- ---- -- ---� y — ------ —i------- 4 Q �, I I I I g 2" rt," tr.,z. I 2'•fto" 12,12:-- I- -- a I LINE Or- UPPER, FUPPER LEVEL L ICTK ElCHIMNEY i i U-IIMNEY i 4 -I—SADDLE �_ I I I I HTIII (2, 12- o I I I J I I 1�! ` L---- -- - I „dr,�,q'p'III a , ; ,y I , 2 "x t2' Iz •,z. Ill'Illh Q I �� , l, ,u l'I VIII N a Ili Ih' di I V I� IIII I 'p I LINE OF I ,III Id 1. 4-9 I UPPER LEVEL I i Lil, lip" OPLAME HT. DOPMEK I I ooF �Ll �1 1 `cw'I ,ill III ! ^ �I'I (IIII I'fili I IIII I',',,y ,!I VIII 11 I'IVII !I' Ji II I''II _HTE HT n I oL I 2a I L\1 @� I -O p1ATE Kt r ' DORMER I I I'll' I I BUILT -Up T/*R * ed�\/EL SLC>P RCT.0 I i i, „ II • - �aJ 11 ROOF DRAINS. I IIII,l• „ ,� I •o. --7 I ; II' II _ t ''L,. I, A 1�I o pLaTEHTS. JAN 2 ` 02 ,; •' r: I I -B t A•• : _RAI TAI , E Z I i I. IIII `✓ ; I' , ''° Rc� Cwii�ls' ". ' S£.c.T itl11 ® SEES ICNglk ®, IIII li °' ,e `•" :. _• j I SIM. IV 'Ij `° PLATE HTS. ;' I �'"x b' 12 .w'-. 2 ••kb4 Q.. 12., PER LEVEL--------� I�--�--7 @ t Ole- 1. 1212 ROOP.PI'1•CH.EXCEPT WHERE INOTED AT SHADED AREAS. 1. i0' -O ATE HTS. PLUNLESS HOTEL OTHERWISE . 9'- O° PLATE HTS, 3. C7 ARROWS DENOTE DIRECTION OF SLOPE (DRAINAGE). 4 ell,j �`\```\� M`` �V""1� M IN I 110101 �INNIN IM N •• RM III MIN - )11 M��' # 12 14 °...®. ° '�.• �•.;,. /CSC.. i. =TG \\ 77 TOP RAIL 41 at -1 %k BRICK EASE WALL WITH STUCCO TEXTURING . ---I 11- 4" 6A%TE9�+O. 1293 AT 8-.C. BOTTOM RAIL &RICK PAVERS OVER 4" GANG. 6LAB- BEAM I =ry =N , n =ry o � 1 1� �\ coRNi= =N LS SCALE : OVER 'E` NOTE ! BEAM. NUMBERED PIECES CORRESPOND TO FYPCN MOLDED MILLWORK. 32 WEST PENNSYLVANIA AVE. TELEPHONE TSTOWN, -1 1qB - - TELEPHONE (lli) 993 - 15<i3 TOLL FREE 1 (800) 53-1- 5349 FAX NO. 0711) 993- 378.2 I ry III FINISH FLOOR LEj/EL • a 1a `VM \\ it, " 19-O PLATE HTS / o i \ JJ G' I(a Ito°m.�• I ipX.o 21-2 FLATE HL II I Ali, ---- ---- -- ---� y — ------ —i------- 4 Q �, I I I I g 2" rt," tr.,z. I 2'•fto" 12,12:-- I- -- a I LINE Or- UPPER, FUPPER LEVEL L ICTK ElCHIMNEY i i U-IIMNEY i 4 -I—SADDLE �_ I I I I HTIII (2, 12- o I I I J I I 1�! ` L---- -- - I „dr,�,q'p'III a , ; ,y I , 2 "x t2' Iz •,z. Ill'Illh Q I �� , l, ,u l'I VIII N a Ili Ih' di I V I� IIII I 'p I LINE OF I ,III Id 1. 4-9 I UPPER LEVEL I i Lil, lip" OPLAME HT. DOPMEK I I ooF �Ll �1 1 `cw'I ,ill III ! ^ �I'I (IIII I'fili I IIII I',',,y ,!I VIII 11 I'IVII !I' Ji II I''II _HTE HT n I oL I 2a I L\1 @� I -O p1ATE Kt r ' DORMER I I I'll' I I BUILT -Up T/*R * ed�\/EL SLC>P RCT.0 I i i, „ II • - �aJ 11 ROOF DRAINS. I IIII,l• „ ,� I •o. --7 I ; II' II _ t ''L,. I, A 1�I o pLaTEHTS. JAN 2 ` 02 ,; •' r: I I -B t A•• : _RAI TAI , E Z I i I. IIII `✓ ; I' , ''° Rc� Cwii�ls' ". ' S£.c.T itl11 ® SEES ICNglk ®, IIII li °' ,e `•" :. _• j I SIM. IV 'Ij `° PLATE HTS. ;' I �'"x b' 12 .w'-. 2 ••kb4 Q.. 12., PER LEVEL--------� I�--�--7 @ t Ole- 1. 1212 ROOP.PI'1•CH.EXCEPT WHERE INOTED AT SHADED AREAS. 1. i0' -O ATE HTS. PLUNLESS HOTEL OTHERWISE . 9'- O° PLATE HTS, 3. C7 ARROWS DENOTE DIRECTION OF SLOPE (DRAINAGE). 4 ell,j e PLAW7 LEDGES �I I 11UE I BRICK. a2I I - r, 1 .1 -1 bINWCo 6AR -\ .I11] =TToN, OP 4- .II IF cc»I�^�__ _ _ -� �aPLe ,3 a! G = SINK ISI.L�ND — — (�1P w. �:f 4 \\ \� rIIIIj — 116 — Em \ (I� L I 14 1- 9j1 K17CHEN CAQ)lf-1E-rS BRICK SURRC.`WJb I Ii W11SED E AIGK 13-1C t=AMLLY ROOM _ I I PAISEDI!L__. - JI P�wELln.v 1 � _ I , , \9 SURRO ND 'I MNyTLE S1Q1 I' I 1 _ �, IIjl, 3(' F, 001 fti' l CU ry I 11 II 2F'G11,1I I I * = I II - _ _� BRICK SURRC.`WJb I Ii W11SED E AIGK 13-1C t=AMLLY ROOM _ I FLUSH MgRBL F•FFs+RTH I I' � SII MASTER BEDROOM I 91 - Ll _LI E rv� k M 2RCIy L L.AV. 0 I w.c ri CGUEST BATH MASTER san-4 'VAU 7E0 CJ:ILIN[. 9 iBRFf T wH. SI '.: lii; 1 -01 LAI �--�`-- SI7T1f-1G HALL LINT=N NE"7 BAR I%•rte II II II I�Irr_ nn, �A,� �� .9 L IW4I ra )U DO LAv. N, ° Ik 0 1I I M Ho j Kul it A I �,ec_�a.. x.xr na'i_.s - I I � _ I , , SURRO ND 'I MNyTLE S1Q1 I' I �, IIjl, 3(' F, 001 l �'.; II ;II ry FLUSH MgRBL F•FFs+RTH I I' � SII MASTER BEDROOM I 91 - Ll _LI E rv� k M 2RCIy L L.AV. 0 I w.c ri CGUEST BATH MASTER san-4 'VAU 7E0 CJ:ILIN[. 9 iBRFf T wH. SI '.: lii; 1 -01 LAI �--�`-- SI7T1f-1G HALL LINT=N NE"7 BAR I%•rte II II II I�Irr_ nn, �A,� �� .9 L IW4I ra )U DO LAv. N, ° Ik 0 1I I M Ho j Kul it A IiVIIYWM Illlllllll � 61AlIIBIIIMr1�A�rr�nnnnwl ,I&AM-4FIVE MEDIA AREA I'COK,.S- - - - ----- J -INTERIOR, CE -AILS SUiLE : 3/8:1 = 1'_d, ��sen�o�rwwrww.w�ww�•�.rwlvr•s•-iw I �,ec_�a.. x.xr na'i_.s - I I � 00 IiVIIYWM Illlllllll � 61AlIIBIIIMr1�A�rr�nnnnwl ,I&AM-4FIVE MEDIA AREA I'COK,.S- - - - ----- J -INTERIOR, CE -AILS SUiLE : 3/8:1 = 1'_d, ��sen�o�rwwrww.w�ww�•�.rwlvr•s•-iw .��w����'tww.a�s.rwr+faws�o•:+a�w �,ec_�a.. x.xr na'i_.s jAN 2 5 ZV 2 N fin 'f sl if w t 61:11 , V 2 N fin 'f sl if w t 61:11 4 I �l� Ff r i r .:I A Ir( V I_ 5. fiI� I� I� I V: I I " a I u y F 4 I �l� Ff r i r .:I A Ir( V 5. fiI� 14 - r _ x v ns,tzamrr w 0 i I I I I � I i I F I m I I l\ I I I r-- - - - - - - - - I I I I I I I I I I I I I I I I I I I I I I I I I I I I f I I L -----------. _._JI IIGLmiue Aw cnr.+�.c s,xars x v ns,tzamrr w wV SWlTdJ Ia RP/Y!A GhyP '4av WGAAHJ Naa'�W /A[L )' a v a(q wrl [_� uays•ru.a�ra+ruar lSOf14PPN9r? s a9aes®uowdua+r WA WA9 cgnc �c.r- vsvr-ua+r crY�w r�rn"- ckr+r arAafrr..wn w.vt ,)Aavw» cvrarerua+r [m nra�swnnxaaE VW 7A a, WAu�n n� d" s >ws+a�a�rcwR-carne aw wwm mwarum r.S�rtA,v.YWeeann sw+zeswse swirw _ �a)rswsas ra aWAn �rosuaaaswr CWAn Jua swrsav cEilE PA.N ANO LIrHr S, `.s„ Z SIDE LOADED CONNECTION OF MULTIPLE MEMBERS ASSEMBLY "A" ASSEMBLY "B" ASSEMBLY "C" ASSEMBLY "D" ASSEMBLY "E" ASSEMBLY "F" 2 PCS. 1-3/4" 3 PCS. 1-3/4" 4 PCS. 1-3/4" 1 PCS. 1-3/4" 1 PCS. 1-3/4" 2 PCS, 3-1/2" 1 PCS. 3-1/2 1 PCS. 3-1/2 1 PCS. 1-3/4" ELT Q = SMOKE DETECTOR AT LEAST ONE SINGLE STATION SMOKE -DETECTING ALARM DEVICE INSTALLED IN CONFORMITY WITH SECTIONS 721.1 k 1060.10 OF THE N.Y.S.U.F.P.B.0 BE PROVIDED OUTSIDE EACH SLEEPING AREA, IN EACH SLEEPING SPACE AND ON EACH FLOOR LEVEL. LOCATED ON OR NEAR THE CEILING. INSULATION NOTES: MINIMUM REQUIREMENTS TO BE PROVIDED. FIRST FLOOR R-19 BATT [6"1 EXTERIOR WALLS R-13 BATT [3.5"l ROOF / CEILING R-19 BATT [6"1 NOTE: LAMINATED VENEER LUMBER [LVL] MEMBERS TO BE 1.9E MICROLLAM TO BE MANUFACTURED BY TRUS JOIST MaCMILLAN (TJM).ALL BUILT-UP LVL MULTIPLE MEMBERS TO BE JOINED USING "NAILED CONNECTION" METHOD, TWO ROWS OF 16d COMMON WIRE NAILS *12" ON CENTER. MINIMUM BEARING = 3" EACH END. REFER TO MFG, SPECIFICATIONS FOR COMPLETE DETAILS. IMPORTANT NOTES 1. THE RECORD ARCHITECT OR ENGINEER ARE NOT RESPONSIBLE FOR PROJECT SUPERVISION, INSPECTION OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT, 2. ALL WORK SHALL COMPLY WITH THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE (NYSUFPBC]. LOCAL CODES AND ORDINANCES HAVING JURISDICTION. 3. NO WORK 70 COMMENCE UNTIL APPROVAL HAS BEEN OBTAINED FROM THE BUILDING DEPARTMENT OF THE MUNICIPAL AUTHORITY HAVING JURISDICTION AND ALL NECESSARY PERMITS HAVE BEEN SECURED. 4. CONTRACTOR AND OR RESPECTIVE SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, DISTORTIONS, AND DISALIGNMENT ACCORDING TO ALL APPLICABLE CODES. STANDARDS. GOON CONSTRUCTION PRACTICES, 5. THE ARCHITECT ACCEPTS MO RESPONSIBILITY FOR THE WORK NOT CONSTRUCTED ACCORDING TO THESE PLANS OR NOT UNDER HIS PERSONAL SUPERVISION. I I HSnpaan ovan9-,m 0 F. ly ENERGY CODE NOT c 1. THESE PLANS ARE IN STRICT CONFORMANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTON CODE DATED MARCH 1, 1991 FOR RESIDENTIAL BUILDINGS THREE STORIES OR LESS IN HEIGHT. PART 6-B II GIN. G cI.N BY IIJERIA61. RATIN. METHOD 2 FOR SLAB ON GRADE CONSTRUCTION PROVIDE PERIMITER RIGID INSULATION R-10 MINIMUM 24" LONG, PLACED VERTICALLY OR HORIZONTALLY, 3. ALL WATER PIPES IN UNHEATED SPACES TO BE INSULATED WITH 1" INSULATION FOR PIPING 1" OR LESS, AND 11f' INSULATION FOR APING 1Y." TO 2)4" DIA. 4. FIREPLACES SHALL HAVE A BUILDING PERMIT SEPARATE FROM THE "BUILDING" BUILDING PERMIT AS PER NYSUFPBC, 5 FIREPLACES TO BE EQUIPPED WITH FIRE -RATED DOORS.TIGHT DAMPER VENTING AND DAMPENED COMBUSTION AIR VENTED FROM THE EXTERIOR [150 TO 200 CFM MINIMUM] 6. TEMPERATURE CONTROLS MAY NOT EXCEED 727 FOR HEATING AND 787 FOR COOLING. 7. U -FACTOR FOR GLASS -GLAZING MAY NOT EXCEED 0.58. 8. U -FACTOR FOR EXTERIOR DOORS MAY NOT EXCEED 0.40. 9. ALL WINDOWS. DOORS, SILLS, OPENINGS. ETC, SHALL BE ADEQUATELY CAULKED. SEALED AND WEATHERSTRIPPED. 10. ALL WINDOWS AND DOORS TO BE EITHER OF THE INSULATED TYPE OR PROVIDE STORMS. 5-28-01 SUMMARY OF TOTAL THERMAL RATING IF THE TOTAL THERMAL RATING IS ZERO (0) OR GREATER, THE PROPOSED DESIGN FOR THE BUILDING ENVELOPE COMPLIES WITH N.Y.S. ENERGY -CODE. 4 EXISTING EXTERIOR BUILDING WALL - ROOF 2" V.T.R. 4' V.T.R. 4" V.T.R. 4"p V.T.R. 4P V.T.R. 3'm V.T.R. 2"p _ s 2„m 31m 3'o I3'm LAV. �2"o w l 3p 13'0 2 i 2 0 LAV. i 30 12"o ITWC 2„� I SECOND FLOOR ni 1 2 I SH IWER , ,/2p 2..P 13,P 2-P j3„P_2„9 C.O. II I II C.O, 2„� ? -I 2°� 2"o _ _ 2,9 _ 2,.P 2„P 2'P 3� 2-9 _ - I2„o LAV. I I V.ILAV. LAVV� 2" LAV. ° 2" SINK SINK m2"� kLA I WC I 13" � I WABHER WC' 0 I WASHER FIRST FLOOR 1 t/2"m TUB t t/2'0 1 1/2'Q t 1/2"p TUB I ,!/rp , 1/2O 1 1/2� C.O. Il 2"g 3'p 3'0 C.O. III 4 0 I I C.O. 2"p I 4 �,vNITARY LINE -�/ 4"0 HOUSE TRAP CELLAR SANITARY RISER DIAGRAM NOT TO SCALE 1 F1 GENERAL NOTE 1. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS W L IIS y PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. + : 2. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE J 0 V 0 SCALED DIMENSIONS. r` U 3, RECORD ARCHITECT/ENGINEER OR DESIGN CONSULTANT ARE NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR ADMINISTRATION r OF THIS CONSTRUCTION PROJECT 4. ALL CONCRETE STRENGTH [Fc] TO BE 2.500P.5.1Z IL MIN. 028 DAYS ■ 5. FOUNDATIONS AND FOOTINGS ARE SIZED FOR BEARING ON VIRGIN 0 .3 0 M SOIL AT MIN. BEARING CAPACITY OF 2 TONS PER SQUARE FOOT WITH A MINIMUM OF 3'-0' COVER. Z cc cc 6. ALL WOOD FRAMING, INCLUDING: COLUMNS,POSTS,GIRDERS.BEAMS, IY L� IM JOISTS,STUDS ETC. TO BE HEM FIR N..1 OR BETTER WITH: M� Fb= 1,200 PSI SINGULAR Fb= 1,400 PSI REPETITIVE r 7. STRUCTURAL STEEL TO BE ASTM A36,DETAILED, FABRICATED �1 AND ERECTED AS PER A.I.S C. m a B. WOOD SILLS TO BE 2-2'x6" CCA OR WOLMANIZED ANCHORED - A WITH Y:" DIAMETER x 12" LONG ANCHOR BOLTS 0 BFT. ON CENTER @ TWO BOLTS PER LENGTH, 9. ALL HEADERS TO BE SUPPORTED ON DOUBLE STUDS OR 4"x4" POSTS y UNLESS OTHERWISE NOTED [U.O.N.]. ID. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR J OPENINGS AND UNDER ALL POSTS AND PARTITIONS RUNNING PARALLEL O m TO SAME Z H. BRIDGING TO BE EITHER FULL DEPTH Tx SOLID OR 1"x3" OR 18 GAUGE O CROSS BRIDGING.* MID -SPAN OF FRAMING BAY AND NOT EXCEEDING L'i ZD 8'-0" ON CENTER, F- (n O 12 ALL HEADERS TO BE 2-2"x8"UNLESS OTHERWISE NOTED JO W 3 c 13. THE TOP AND BOTTOM OF JOISTS SHALL NOT BE NOTCHED MORE } U1 z THAN 2 INCHES. @ 3 F- fit] ^ 14. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. U > z O 5 z cD 15. ALTA WOOD FRAMING ANCHORS FOR BEAMS,JOISTS,RAFTERS,ETC.TO BE W p 0 Lp z Q, 18 GAUGE MIN. GALVANIZED STEEL MFG. BY "TECO" CO. COLUERS,WV. C7 Z 5 0 (800-638-8989) OR SIMPSON STRONG -TIE CO PLEASANTON CA, Q (800-999-5099)FOR FLUSH STRUCTURAL CONNECTORS. OfU0 16. FOR 4' POURED CONCRETE SLAB PROVIDE 6"x6' 10-10ga. W.W.M.M. OVER 0 z U � z Q N 6 MIL. POLYETHYLENE VAPOR BARRIER ON 6" WELL COMPACTED SAND AND GRAVEL FILL � 0 17. ALL CONCRETE HAUNCH FOOTINGS TO BE PROVIDED 2-05 CONTINUOUS O d cr CD q REINFORCING R005. N Q > Z 1B. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADEm Q (EXCEPT SLAB AREAS) SHALL BE DAMPROOFED WITH AN ELASTIC COAL W (V Z 3 0 7 TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT, f p 0 Ld (n 19. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND Z (n Z 0 N INTO EXISTING CONTOURS, MAXIMUM SLOPE 0 3:1. H- 0 i H- Q M Z 20, FIREPLACE FOOTINGS SHALL EXTEND 6" FROM FOUNDATION ON ALL SIDES Q 0 W z>Z. 7 AND SHALL BE 12" THICK. 0 �. O d 21. PROVIDEaa(n0 H a COMBUSTION AIR VENTS AS PER N.Y.S. ENERGY CODE, 22. AT LEAST ONE SINGLE STATION SMOKE -DETECTING ALARM DEVICE INSTALLED IN CONFORMITY WITH SECTIONS 721.1 @ 1060.10 OF THE N YS.'J.F.P.B.C. BE PROVIDED OUTSIDE EACH SLEEPING AREA. IN EACH SLEEPING SPACE AND ON EACH FLOOR LEVEL. LOCATED ON OR p' / NEAR THE CEILING. 7S. REGARDLESS OF WINDOWS INDICATED IN DRAWINGS, PROVIDE AT LEAST ONE N WINDOW IN EACH SPACE, (EXCEPT KITCHENS) FOR EMERGENCY EXITS, LL MINIMUM OPERABLE AREA= 4 SQUARE FEET WITH A MINIMUM CLEAR OPENING OF 18 INCHES AND MAXIMUM SILL HEIGHT OF Y-6" ABOVE FLOOR AT ABOVE GRADE LOCATIONS, AND MAXIMUM 4'-6" FOR BELOW GRADE LOCATIONS (BASEMENTS,CELLARS). C.Z MINIMUM AREA OF GLASS AND VENTILATION FOR BEDROOMS SHALL BE Q 8% OF FLOOR AREA FOR GLASS,AND 4% OF FLOOR AREA FOR VENTILATION 25. GLAZING IN DOORS, SHOWER DOORS @ ENCLOSURES, ADJOINING ODORS ^ AND BATHTUB DOORS AND ENCLOSURES, SHALL BE SO SIZED. v ) CONSTRUCTED, TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVLEY THE POSSIBILITY OF INJURY TO PERSONS IN THE L1J LJJ EVENT THE GLAZING IS CRACKED, SHATTERED OR BROKEN. / '- 26. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE V n I Q O O NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODEcj� [N.Y.SA.F.P.B.C,I AND ITS ADOPTED GENERALLY ACCEPTED STANDARDS. L1_ O J Z CN O 27. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED r , AS REQUIRED BY NYS CODE. CAST IRON PIPE SHALL CONFORM WITH `/ LOCAL CODE REQUIREMENTS WITH APPROVED JOINTS, PIPE SUPPORTS AND O CLEANOUTS. _1 28, HEATING AND COOLING DESIGN SHALL COMPLY WTH A.S.HA A.E. Q STANDARDS, J Q Q O 29. ELECTRICAL DISTRIBUTION SYSTEMS SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE [NEC]. P_ % ILEI LLI 30. JOISTS THAT ARE ATTACHED TO FLUSH BEAMS ARE TO BE HUNG NTH U-210 Z ` L -J --I ,� z OR EQUIVALENT JOISTS HANGERS BY SIMPSON STRONG TIE CO. I ' 31, PROVIDE FIREBLOCKING, DRAFTSTOPS AND FIRE STOPS BETWEEN ALL VERTICAL CEILINGS, ETC. 1// < z > CD w U AND HORIZONTAL CONCEALED SPACES, IE: SOFFITS. DROP CEILINGS, COVE L� J L n 32. BEAM POCKETS IN CONCRETE TO HAVE J" AIR SPACE AT SIDES AND ENDS ���WTH A MINIMUM BEARING OF 3", (3Z.' ALL WINDOWS WITHIN 18" OF THE FLOOR AND WITHIN 12" OF ANY DOOR ARE TO HAVE TEMPERED GLAZING. ��PEO ARC 34, ALL TUB AND SHOWER ENCLOSURES ARE TO BE GLAZED WTH SAFETY GLAZING. w 35. PROVIDE ATTIC VENTILATORS INTHE UPPER PORTION OF THE SPACE TO BE d x h -4 VENTILATED AT LEAST 3'-0" ABOVE EAVE OR CORNICE JOISTS, Il d'_,\ ' m !L1 JAN 2 5 2002 �' >f/yµ2 r. '+F OF MRlint FRESH AIR INTAKE DRAWN BY: EC E.F.G. B.A.F. FINISH GRADE DATE: �-y TO APPROVED MAY31,2001 SANITARY DISPOSAL SYSTEM SCALE: NORTH ARROW AS NOTED JOB NO. 01-102 DRAWING NO, 130F 13 AREA U -VALUE RATING USED A. ROOF/CEILING 4440.6 0.045 +18 6-3 B. NET WALLS 4916.9 0.0625 +321 6-1 C. GLAZING WINDOW 911.5 0.29 -171 6-1 WINDOW 0.0 0.0 �„Q- N.A. SKYLIGHTS 0.0 0.0 _p„q- N4 A DI. FLOORS 4440.6s7 0.045 +18 6-3 D2. BASEMENT/CELLAR WALLS WALL PERIMETER N.A. FEET EXPOSURE ABOVE GRADE N.A. FEET WALL U -VALUE N,A. DEPTH OF WALL U -VALUE BELOW GRADE A , INCHES N.A. N.A. D3. SLAB INSULATION SLAB PERIMETER N. A. FEET INSULATION R -VALUE N.A. N.A. N.A. E. INFILTRATION CONTROL CONDITIONED FLOOR AREA N.A. O.FT N.A. N.A. F. SOUTH FACING GLAZING SOUTH GLASS/TOTAL GLASS WA4 PERCENT GL. AREA/CROSS WALL AREA N.A. PERCENT CONDITIONED FLOOR AREA N.A. PERCENT N.A. TOTAL THERMAL RATING + 6 4 EXISTING EXTERIOR BUILDING WALL - ROOF 2" V.T.R. 4' V.T.R. 4" V.T.R. 4"p V.T.R. 4P V.T.R. 3'm V.T.R. 2"p _ s 2„m 31m 3'o I3'm LAV. �2"o w l 3p 13'0 2 i 2 0 LAV. i 30 12"o ITWC 2„� I SECOND FLOOR ni 1 2 I SH IWER , ,/2p 2..P 13,P 2-P j3„P_2„9 C.O. II I II C.O, 2„� ? -I 2°� 2"o _ _ 2,9 _ 2,.P 2„P 2'P 3� 2-9 _ - I2„o LAV. I I V.ILAV. LAVV� 2" LAV. ° 2" SINK SINK m2"� kLA I WC I 13" � I WABHER WC' 0 I WASHER FIRST FLOOR 1 t/2"m TUB t t/2'0 1 1/2'Q t 1/2"p TUB I ,!/rp , 1/2O 1 1/2� C.O. Il 2"g 3'p 3'0 C.O. III 4 0 I I C.O. 2"p I 4 �,vNITARY LINE -�/ 4"0 HOUSE TRAP CELLAR SANITARY RISER DIAGRAM NOT TO SCALE 1 F1 GENERAL NOTE 1. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS W L IIS y PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. + : 2. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE J 0 V 0 SCALED DIMENSIONS. r` U 3, RECORD ARCHITECT/ENGINEER OR DESIGN CONSULTANT ARE NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR ADMINISTRATION r OF THIS CONSTRUCTION PROJECT 4. ALL CONCRETE STRENGTH [Fc] TO BE 2.500P.5.1Z IL MIN. 028 DAYS ■ 5. FOUNDATIONS AND FOOTINGS ARE SIZED FOR BEARING ON VIRGIN 0 .3 0 M SOIL AT MIN. BEARING CAPACITY OF 2 TONS PER SQUARE FOOT WITH A MINIMUM OF 3'-0' COVER. Z cc cc 6. ALL WOOD FRAMING, INCLUDING: COLUMNS,POSTS,GIRDERS.BEAMS, IY L� IM JOISTS,STUDS ETC. TO BE HEM FIR N..1 OR BETTER WITH: M� Fb= 1,200 PSI SINGULAR Fb= 1,400 PSI REPETITIVE r 7. STRUCTURAL STEEL TO BE ASTM A36,DETAILED, FABRICATED �1 AND ERECTED AS PER A.I.S C. m a B. WOOD SILLS TO BE 2-2'x6" CCA OR WOLMANIZED ANCHORED - A WITH Y:" DIAMETER x 12" LONG ANCHOR BOLTS 0 BFT. ON CENTER @ TWO BOLTS PER LENGTH, 9. ALL HEADERS TO BE SUPPORTED ON DOUBLE STUDS OR 4"x4" POSTS y UNLESS OTHERWISE NOTED [U.O.N.]. ID. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR J OPENINGS AND UNDER ALL POSTS AND PARTITIONS RUNNING PARALLEL O m TO SAME Z H. BRIDGING TO BE EITHER FULL DEPTH Tx SOLID OR 1"x3" OR 18 GAUGE O CROSS BRIDGING.* MID -SPAN OF FRAMING BAY AND NOT EXCEEDING L'i ZD 8'-0" ON CENTER, F- (n O 12 ALL HEADERS TO BE 2-2"x8"UNLESS OTHERWISE NOTED JO W 3 c 13. THE TOP AND BOTTOM OF JOISTS SHALL NOT BE NOTCHED MORE } U1 z THAN 2 INCHES. @ 3 F- fit] ^ 14. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. U > z O 5 z cD 15. ALTA WOOD FRAMING ANCHORS FOR BEAMS,JOISTS,RAFTERS,ETC.TO BE W p 0 Lp z Q, 18 GAUGE MIN. GALVANIZED STEEL MFG. BY "TECO" CO. COLUERS,WV. C7 Z 5 0 (800-638-8989) OR SIMPSON STRONG -TIE CO PLEASANTON CA, Q (800-999-5099)FOR FLUSH STRUCTURAL CONNECTORS. OfU0 16. FOR 4' POURED CONCRETE SLAB PROVIDE 6"x6' 10-10ga. W.W.M.M. OVER 0 z U � z Q N 6 MIL. POLYETHYLENE VAPOR BARRIER ON 6" WELL COMPACTED SAND AND GRAVEL FILL � 0 17. ALL CONCRETE HAUNCH FOOTINGS TO BE PROVIDED 2-05 CONTINUOUS O d cr CD q REINFORCING R005. N Q > Z 1B. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADEm Q (EXCEPT SLAB AREAS) SHALL BE DAMPROOFED WITH AN ELASTIC COAL W (V Z 3 0 7 TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT, f p 0 Ld (n 19. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND Z (n Z 0 N INTO EXISTING CONTOURS, MAXIMUM SLOPE 0 3:1. H- 0 i H- Q M Z 20, FIREPLACE FOOTINGS SHALL EXTEND 6" FROM FOUNDATION ON ALL SIDES Q 0 W z>Z. 7 AND SHALL BE 12" THICK. 0 �. O d 21. PROVIDEaa(n0 H a COMBUSTION AIR VENTS AS PER N.Y.S. ENERGY CODE, 22. AT LEAST ONE SINGLE STATION SMOKE -DETECTING ALARM DEVICE INSTALLED IN CONFORMITY WITH SECTIONS 721.1 @ 1060.10 OF THE N YS.'J.F.P.B.C. BE PROVIDED OUTSIDE EACH SLEEPING AREA. IN EACH SLEEPING SPACE AND ON EACH FLOOR LEVEL. LOCATED ON OR p' / NEAR THE CEILING. 7S. REGARDLESS OF WINDOWS INDICATED IN DRAWINGS, PROVIDE AT LEAST ONE N WINDOW IN EACH SPACE, (EXCEPT KITCHENS) FOR EMERGENCY EXITS, LL MINIMUM OPERABLE AREA= 4 SQUARE FEET WITH A MINIMUM CLEAR OPENING OF 18 INCHES AND MAXIMUM SILL HEIGHT OF Y-6" ABOVE FLOOR AT ABOVE GRADE LOCATIONS, AND MAXIMUM 4'-6" FOR BELOW GRADE LOCATIONS (BASEMENTS,CELLARS). C.Z MINIMUM AREA OF GLASS AND VENTILATION FOR BEDROOMS SHALL BE Q 8% OF FLOOR AREA FOR GLASS,AND 4% OF FLOOR AREA FOR VENTILATION 25. GLAZING IN DOORS, SHOWER DOORS @ ENCLOSURES, ADJOINING ODORS ^ AND BATHTUB DOORS AND ENCLOSURES, SHALL BE SO SIZED. v ) CONSTRUCTED, TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVLEY THE POSSIBILITY OF INJURY TO PERSONS IN THE L1J LJJ EVENT THE GLAZING IS CRACKED, SHATTERED OR BROKEN. / '- 26. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE V n I Q O O NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODEcj� [N.Y.SA.F.P.B.C,I AND ITS ADOPTED GENERALLY ACCEPTED STANDARDS. L1_ O J Z CN O 27. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED r , AS REQUIRED BY NYS CODE. CAST IRON PIPE SHALL CONFORM WITH `/ LOCAL CODE REQUIREMENTS WITH APPROVED JOINTS, PIPE SUPPORTS AND O CLEANOUTS. _1 28, HEATING AND COOLING DESIGN SHALL COMPLY WTH A.S.HA A.E. Q STANDARDS, J Q Q O 29. ELECTRICAL DISTRIBUTION SYSTEMS SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE [NEC]. P_ % ILEI LLI 30. JOISTS THAT ARE ATTACHED TO FLUSH BEAMS ARE TO BE HUNG NTH U-210 Z ` L -J --I ,� z OR EQUIVALENT JOISTS HANGERS BY SIMPSON STRONG TIE CO. I ' 31, PROVIDE FIREBLOCKING, DRAFTSTOPS AND FIRE STOPS BETWEEN ALL VERTICAL CEILINGS, ETC. 1// < z > CD w U AND HORIZONTAL CONCEALED SPACES, IE: SOFFITS. DROP CEILINGS, COVE L� J L n 32. BEAM POCKETS IN CONCRETE TO HAVE J" AIR SPACE AT SIDES AND ENDS ���WTH A MINIMUM BEARING OF 3", (3Z.' ALL WINDOWS WITHIN 18" OF THE FLOOR AND WITHIN 12" OF ANY DOOR ARE TO HAVE TEMPERED GLAZING. ��PEO ARC 34, ALL TUB AND SHOWER ENCLOSURES ARE TO BE GLAZED WTH SAFETY GLAZING. w 35. PROVIDE ATTIC VENTILATORS INTHE UPPER PORTION OF THE SPACE TO BE d x h -4 VENTILATED AT LEAST 3'-0" ABOVE EAVE OR CORNICE JOISTS, Il d'_,\ ' m !L1 JAN 2 5 2002 �' >f/yµ2 r. '+F OF MRlint FRESH AIR INTAKE DRAWN BY: EC E.F.G. B.A.F. FINISH GRADE DATE: �-y TO APPROVED MAY31,2001 SANITARY DISPOSAL SYSTEM SCALE: NORTH ARROW AS NOTED JOB NO. 01-102 DRAWING NO, 130F 13