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Home My WebLink About29810-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30931 Date: 05/19/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 6155 HORTON LA SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 54 Block 7 Lot 18 .6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 15, 2003 pursuant to which Building Permit No. 29810-Z dated OCTOBER 15, 2003 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 TWO CAR GARAGE, COVERED FRONT PORCH, REAR & 21M FLOOR BALCONY AS APPLIED FOR & AS PER CONDITIONS OF ZBA #4975 DATED 7/12/01. The certificate is issued to JAMES D & DONNA M. BALDRIDGE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-99-0196 04/18/05 ELECTRICAL CERTIFICATE NO. 67295C 03/16/05 PLUMBERS CERTIFICATION DATED 04/05/05 CUTCHOGUE PLUMB.&HEATING Au riz Sicpfature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTNIENT _--- ---- TOWN HALL 765-1802 p, tett 'fin•' C'i' _ ------ -_. APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink arid submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. 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, Swinuning pool $25.001 Accessory building$25.00, .Additions to accessory building$25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$Z5 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Cotmnercial $15.00 Date. 05 —/D — 0� New Construction: V/� Old or Pre-existing Building: (check one) Location of Property: (t-.5 `G.v�_e SO tct4`d trt House No. Street Hamlet Owner or Owners of Property: J aAA.. P S (.�, a �f1 9 t.tvt&- / LSI s n, Q_ Suffolk Countv Tax Map No 1000, Section Block 07 Lot. (o Subdivision Filed Map. Lot: Pemiit No. o2- 4S'/Q12 Date of Permit._ Applicant:�_� i Health Dept. Approval: /^, l $ i at90 Underwriters Approval Ma, , Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ .2- 6t,,pZ. ApplicantSigttature c0 0g3 / A A A A A A A A ° I ,q y Electrical Inspection Certificate _ Issue Date Electrical Inspection Service, Inc. Application Number tom; q3/16/2005 375 Dunton Avenue 67295C East Patchogue,New York 11772 - (631)286-6642 I y Mr. James Baldridge 6155 Horton Lane F Southold Zip: 11971 Town: Southold !� 54 Block: 07 Lot: 18.6 Contractir: Circuits Incorporated (L) Lic. # 4408-E 4 Was examined and found to be in compliance with the National Electrical Code. _9 ■ Commercial U NV Defects E Pool IX 1st Floor A Indoor OXXl Basement ❑ Hot Tub tial E Det. Garage LX] Attic Al 2nd Floor XOutdoor E Addition U Survey itch - Receptacles Fixtures GFI Heaters A/C Fans ^" 55 47 88 29 4 - Dishwa2her Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1 1 20 1 30 1 40 Furnaie oil Gas Circulators Smoke Detector Bell Transformer mow, :i1 X 4 6 lw 1Meter A 7ps Phase UG/OH Jacuzzi Television CO Detector B1 33ldg, 1 1 d it: XK 1 Oth r Eq ripment 2air and ers 20/220V diswconnects d► 1 200amp panel with main breaker 0 0- . panel with main breaker Hugo S. Surdi • - . enerator transfer disconnect President 4 20/120 pecialty outlets I - j Rough Inspection: 12/09/2003 y-_- Inspector: Sean P. Hightower I Final Inspection: 03/11/2005 Inspector: John McMahon III !✓. _ - certificate must not be altered in any manner. Inspectors may be identified by their credentials. - 1 uxV r x _ x_ x _x :x_-uuxx_ xxuxxxux_ APPEALS BOARD MEMBERS �gpFFO(,�c Southold Town Hall Gerard P. Goehringer, Chairman h`2� QPy 53095 Main Road James Dinizio,Jr. o P.O. Box 1179 Lydia A. Tortora os Southold, New York 11971-0959 Lora S. Collins �,j • �'F ZBA Fax(631) 765-9064 George Horning �1Q1 �aSi Telephone (631) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 12, 2001 Appl. No. 4975—JAMES BALDRIDGE 1000-54-7-18.6 STREET & LOCATION: 6155 Horton's Lane, Southold DATE OF PUBLIC HEARING: July 12, 2001 FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The applicant's property is a vacant lot of 45,501.68 sq. ft. situated on the south side of Horton Lane in Southold. The dimensions of the property are 155 ft. x 307.12 ft. x 157.36 ft. and 280 ft. A private right-of-way to neighboring properties also fronts two of the property lines (to the west and south). BASIS OF APPLICATION: Article XXIV, Section 100-244B, based on the Building Inspector's May 29, 2001 Notice of Disapproval for a proposed dwelling with a location at 37.9+- feet from the front property line facing the private road (at the northwest boundary). AREA VARIANCE RELIEF REQUESTED: Applicant was disapproved in his building permit application to the Building Department for this dwelling for the reason that its location will be 37.9+- feet from one of the front property lines at its closest point, instead of the code requirement of 50 feet. REASONS FOR BOARD ACTION: Based on the testimony and record before the Board and personal inspection, the Board makes the following findings: (1) Grant of the requested variance will not produce an undesirable change in the character of the neighborhood or detriment to nearby properties. The property is a large rectangular parcel that contains three front yards as defined in the Southold Town Zoning Code. Since the code requires that the remaining yard meet the setbacks as a rear yard, this lot does not have two side yards that most lots in the neighborhood enjoy. (2) There is no evidence that grant of the requested variance will have an adverse effect or impact on physical or environmental conditions. The dwelling is proposed at setbacks greater than 95 feet from the (3) The relief requested is not substantial, resulting in a reduction for a garage entrance, 13 feet from the requirement. All remaining portions of the dwelling will meet or exceed setback requirements of the code. (4) The action set forth below is the minimum necessary and adequate to enable applicant to build a garage by attaching same to the proposed dwelling with a driveway off the easterly private right- Page 2 -July 12, 2001 ZBA Appl. No. 4975 -J. Baldridge Parcel 1000-54-7-18.6 at Southold of-way, rather than off Horton Lane, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION/ACTION: On motion by Member Dinizio, seconded by Member Tortora, it was RESOLVED, to GRANT the variance as applied for. Vote of the Board: Ayes: Members Goehringer(Chairman), Dinizio, Tortora, Collins, and Horning. This Resolution was duly adopted (5-0). This Action does not grant or create any nonconforming use, nor does this action encourage a certificate of occupancy, or any use or building in violation of the zoning code, whether such uses exist at the time of this determination or otherwise. Gerard P. Goehringer %, Chairman 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. 29810 Z Date OCTOBER 15, 2003 Permission is hereby granted to : JAMES D BALDRIDGE 1970 BAYSHORE RD GREENPORT,NY 11944 for CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH ATT. 2 CAR GARAGE COVERED FRONT PORCH, REAR & 2ND FL BALCONY AS APPLIED FOR & PER ZBA. REPL 27749- at premises located at 6155 HORTON LA SOUTHOLD County Tax Map No. 473889 Section 054 Block 0007 Lot No. 018 . 006 pursuant to application dated OCTOBER 15 , 2003 and approved by the Building Inspector to expire on APRIL 15, 2005 . Fee $ 1 , 468 . 20 Authorized Signature ORIGINAL Rev. 5/8/02 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. 27749 Z Date OCTOBER 2 , 2001 Permission is hereby granted to: JAMES D BALDRIDGE 1970 BAYSHORE RD GREENPORT,NY 11944 for CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH ATT. 2 CAR GARAGE, COVERED FRONT PORCH, REAR SUNROOM & 2ND FL BALCONY AS APPLIED FOR & PER ZBA at premises located at 6155 HORTON LA SOUTHOLD County Tax Map No. 473889 Section 054 Block 0007 Lot No. 018 . 006 pursuant to application dated AUGUST 2 , 2001 and approved by the Building Inspector. Fee $ 1 , 468 . 20 Auth ized Sic ature ORIGINAL Rev. 2/19/98 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: l l� ate' DATE INSPECTOR;. 765-1802 BUILDING DEPT. INSPECTION [ ;1F OUN ION IST [ ] ROUGH PLBG. [ NDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS• DATE INSPECT M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R0 H PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA CHIMNEY REMA KS: DATE ;�D INSPECTO i 765_1802 BUILDING DEPT. INSPECT!?OUGH [ ] FOUNDATI IST [ PLBG. [ ] FO DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE CHIMNEYt REM KS: DATE �6113 INSPECTOR 765-1802 BUILDING DEPT. IN ECTION [ ] FO DATION IST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPL � CHIMNEY REMA S: �i DATE 6 vv INSPECTO 765_1802 BUILDING DEPT. NSPECTION [ ZeFOUNDATION 1ST [ J ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY � J REM : T DATE INSPECTO NJ NAR In I oil, SPa�/L.rcMj'I M. sa_. �_' MOAM IP ��-� � - ' plyj WARN •® / / / i no TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET ice/ GAJ VILLAGE DIST. SUB. LOT FORMER OWNER 1 N Spv -W, 4F E ACR. $ W C+,( CODE DATE OF CONSTRUCTION / (,P6 3i/ fuN s �'rn+u n-ro, dua" �-cn^:<aq LAND IMP. TOTAL DATE REMARKS avo ,a.. .• c _� wd 11io q9-L /Zoo(a p 6dsko 4, dadri Aahto�83a C. ,. . 140 "> b Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total ✓ APPEALS BOARD MEMBERS UFF0J NQS /r�+ Southold Town Hall Gerard P. Goehringer, Chairman h�0 �l/y 53095 Main Road James Dinizio, Jr. P.O. Box 1179 Lydia A. Tortora I Southold, New York 11971-0959 Lora S. Collins � • *It ZBA Fax (631) 765-9064 George Horning 'lIQ! �.a% Telephone (631) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 12, 2001 Appl. No. 4975—JAMES BALDRIDGE 1000-54-7-18.6 STREET & LOCATION: 6155 Horton's Lane, Southold DATE OF PUBLIC HEARING: July 12, 2001 FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The applicant's property is a vacant lot of 45,501.68 sq. ft. situated on the south side of Horton Lane in Southold. The dimensions of the property are 155 ft. x 307.12 ft. x 157.36 ft. and 280 ft. A private right-of-way to neighboring properties also fronts two of the property lines (to the west and south). BASIS OF APPLICATION: Article XXIV, Section 100-244B, based on the Building Inspector's May 29, 2001 Notice of Disapproval for a proposed dwelling with a location at 37.9+-feet from the front property line facing the private road (at the northwest boundary). AREA VARIANCE RELIEF REQUESTED: Applicant was disapproved in his building it application to the Building Department for this dwelling for the reason that its location will 37.9 feet from one of the front property lines at its closest point, instead of the code requirement of 550 feet. REASONS FOR BOARD ACTION: Based on the testimony and record before the Board and personal inspection, the Board makes the following findings: (1) Grant of the requested variance will not produce an undesirable change in the character of the neighborhood or detriment to nearby properties. The property is a large rectangular parcel that contains three front yards as defined in the Southold Town Zoning Code. Since the code requires that the remaining yard meet the setbacks as a rear yard, this lot does not have two side yards that most lots in the neighborhood enjoy. (2) There is no evidence that grant of the requested variance will have an adverse effect or impact on physical or environmental conditions. The dwelling is proposed at setbacks greater than 95 feet from the (3) The relief requested is not substantial, resulting in a reduction for a garage entrance, 13 feet from the requirement. All remaining portions of the dwelling will meet or exceed setback requirements of the code. (4) The action set forth below is the minimum necessary and adequate to enable applicant to build a garage by attaching same to the proposed dwelling with a driveway off the easterly private right- Page 2 - July 12, 2001 ZBA Appl. No. 4975 -J. Baldridge Parcel 1000-54-7-18.6 at Southold of-way, rather than off Horton Lane, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION/ACTION: On motion by Member Dinizio, seconded by Member Tortora, it was RESOLVED, to GRANT the variance as applied for. Vote of the Board: Ayes: Members Goehringer(Chairman), Dinizio, Tortora, Collins, and Homing. This Resolution was duly adopted (5-0). This Action does not grant or create any nonconforming use, nor does this action encourage a certificate of occupancy, or any use or building in violation of the zoning code, whether such uses exist at the time of this determination or otherwise. Gerard P. Goehringer " Chairman Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 04/13/01 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Total Paid: $10.00 Name: Baldridge, James D 1970 Bayshore Road Greenport, NY 11944 Clerk ID: LES Intemal ID:29999 � . .iUL 2 9 200 . . b Eric Woodward 225 Windmill Lane, Southampton, NY 11968 Architect Phone: (631) 283-0433 Fax: (631) 287-4549 Date: 7/v2q'/03 From: PIu1 da!C054 't, - To: MikY� By: Fax Pages: Copy To: By: Subject: ��JAx' Na. (COO -5q- M1� \J T-� GF,"01 l\�-C\ VOL) T�lI'Z fLfi✓i>fz. Co/LNfft- SF2-CiZ"_ A- 11fzw * PUN-Lo fi.tr t OP rr P�a-2_,, To T/-4r4_ i.1f�PPr• za(-� 'rI40iza- -7-Xd), �ooy or PA-i�Ari 24 i -3s Z►i -33 . i F Y6)0 HA4-)(J- 417 aL)FZ stzD4S CA-t-4— 1r� c.a-«- v1 r-� A4 --Y 61-tA&klT'S. Ptil PL) D21GMAl— i4- tqrL wi A-1 ' 4` 01or 6U Ana 2" Aa P. RED $PAL�c 72 a ( N M z �� 2•to Nva bA4,DV-A Oc•t 50L)T►-10 Lp 1-10 -�x-.-A Lrt- F4c.Woao AM4 Heti- Pf. C tt W r,': i 1 •�� > ?c" > '� P—EU2A•W ArS jpE2 �� lf�p iZEV. f!'i 7-28-03 02'F Z • �• "U" Vol luou .ttId Ara. ct-a.i. �•truLLnal'is At WUUu SOLID FUFI:HORNING APPLIANCES 211-35 i 1 Fireplace oparrnC, equal•r _,e• Fireplace opening 12 in- less than 6 fe 7 20 in. Fireplace facing I 6 in. 8 in. Hearth extension requirements Figure 7-2(d) Frreplace hearth enenzian detaits. Chapter 8 Solid Fuel-Burning Appliances 84.2 Solid fuel-burning appliances shall not he installed in confined spaces. The space or room shall be of ample 8-1 Appliances. Solid fuel-burning appliances shall be sire to permit adequate circulation of heated air. Appli- listed and installed in accordance with the terms of their antes shall be so located as not to interfere with proper cir- listing. culauun of air within the heated space. Exception: Solid fttel-burning appliances listed for installation Exceptive: Unlisted appliances approved by the audoridy having in confined spaces such as alcoves shall be installed in accordance Jurisdiction shall be installed as specified in this chapter.Such instal- with the Berms of the luting and the manufacturer's instructions. latrans shall also he in trccordance with the manufacturer-s intalla- Iron instructions if such instructions specify the use of increased pro- 8-2.3 Solid fuel-burning appliances shall not be installed lertion or greater c1mrances than specified in this chapter. This in any location where gasoline or any other flammable meption shall not apply to mobile home installation. vapors or gases are likely to be present. 8-2 Location of Appliaucex. 8-2.4 Solid fuel-burning appliances shall not be installed to any residential garage. 8-2.1 Every appliance shall be located with respect to 8-3 Air for Combustion and Ventilation. Solid fuel- ` building construction and other equipment so as to permit burning appliances shall be installed in a location and man- access to the appliance. Sufficient clearance shall be main- ner to provide adequate ventilation and combustion air sup rained to permit cleaning of surfaces; the replacement of ply to permit satisfactory combustion of fuel,proper chimney air filters, blowers, motors, controls, and chimney connec- draft, and maintenance of safe temperatures. Where build- tors; the lubrication and servicing of moving parts; and the ings are so tight that nurrnal infiltration does nor provide the adjustment and servicing of stokers, if providednecessary air,outside air shall he introduced. 1992 Edition FIKEPIACES 211-33 1 n.Escarp, 2 In.Interior 2 in. 2 in. �r/ ��—✓rte—�/�� (1 2 n. I � nin Figure 7-2(b) Fireplace clearance to rnmbusrible materiel. 7-2.3 Clearance. tible material properly supported and with no combustible material against the underside thereof. Wooden forms 7-2.3.1 All wood beams,joists, studs, and other combos- used during the construction of hearth and hearth exten- tible material shall have a clearance of not less than 2 in. sion shall be removed when the construction 15 completed. (51 mm) from the front faces and sides of masonry fire- places and not less than 4 in. (102 mm)from the back Faces 7-3.2 Where the fireplace opening is less than 6 sq ft of masonry fireplaces. (0.56 m2), the hearth extension shall extend at least 16 in. (406 mm) in front of the Facing material and at least 8 in. 7-2.3.2 Spaces between headers or trimmers of combusti- (203 mm) beyond each side of the fireplace opening. ble material and masonry fireplaces shall be firestopped with noncombustible material. The material used for fire- L(305 Where the fireplace opening is 6 sq ft (0.56 m"-) or stopping shall be galvanized steel not leas than 26 gagethe hearth extension shall extend at leas, 20 in. [0.19 in. (0.483 mm))in thickness or noncombustible sheetm)in front of the facing material,and at{cast 12 in. material not more than 42 in. (12.7 mm) thick en) beyond each side of the fireplace opening. wallllillli 7-2.3.3 Woodwork, such as wood trim and mantels, and other combustible material. shall not be placed within 6 in. floor, Where a fireplace elevated above or overhangs a fl (152 mm) of a fireplace opening. Combustible material oor, the hearth extension shall also extend over the arca above and projecting.more than lot in. (38 mm) from under the fireplace. a fireplace opening shall not be placed less than 12 in. (305 mm) from the top of the fireplace opening. 7-4 Accessories. Factory-built accessories for firepiaces include such devices as fireplace heater inserts, heat 7-2.4 Accessibility. For cleaning purposes, means shall exchangers circulating air or water,etc, that may alter the be provided for access to the venting area above and imine- combustion or heating characteristics of the fireplace. Such diarely behind any movable damper valve plate in masonry accessories shall be listed and installed in accordance with fireplaces and steel fireplace units. the terms of their listing. 7.3 Hearth Extensions. Exception: Unlisted accessories that are acceptable to the author- ity having poodidton shall be permitted to be installed as 7.3.1 Masonry fireplaces shall have hearth extensions of approved and an arcordonce unth the manufacturer's installation brick, concrete, stone. Life, or other approved nonrombus- iastructiom. 1992 Edition BOARD OF HEALTHv J ( FORM NO. 1 3 SETS OF PLANS . �. . . . . . . . TOWN OF SOUTHOLD SURVEY J BUILDING DEPARTMENT CHECK # . i13.7 . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: ,� / CALL Examined.Y...`'" :. 20.0.! 77--77 ,,// MAIL TO: . . . . . . . . . . . . . . . . . . . . ' Permit No. .J.�.(.)7 Y:?� ................................... Disapproved a/c .:��: �Q .}j. 1 ...... .............. ............................................................. y �'I` + � �J APPLICATION FOR BUILDING PERMIT Date.O��/ 3. . . . . . . . 20A �. T INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wi 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this application. c. The work covered by this application my 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 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS Ley MATE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordure of the Town of Southold, Suffolk Canty, 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. �f ......a.S .. . Balo..... (Signature of applicant, or nam, if a corporation) /97Q..$0.y.Slwv:e..!?t�..�1iC?:pM.i?0.✓.`�..!V�.Il f!i[[f (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder .......... .....................................................L.......A..................................... Nam of owner of premises .-1ww.o �..��:..1� °�G�vf. .��.@kn�o�.tT!4Y.S.!................................... (as on the tax roll or latest deed) ' If applicant is a corporation, signature of duly authorized officer. ......................................................... (Name and title of corporate officer) Builders License No. ......................... Plumbers License No. ......................... Electricians License No. ..................... Other Trade's License No. .................... 1. Location of land on which proposed work will be done............................................................... ...................................... ..... .......................................................................... House Number Street � Hamlet Canty Tax Map No. 1000 Section ...�I.[......... Block !.[?........ Lot .....�t.�.... Subdivision ...................................... Filed Map No. ............... Lot ............... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .......t/.a, n...�-.@ t.............................................. b. Intended use and occupancy ..... (tiff !.e..... . ^ .: �......d..!^J.$' .!1ar....................... ,.tuum gpplicautel• fk.+ Building ....✓.... Addition . ........ Alteration ........ .. Repair ... . .... .. .. Removal ............ . Demolition ............ Other Work .................... . ... .......... (Description) Estimateu Cost .. . ......V goo................ fee ................................. ........ ..... (to be paid on filing this application) �. I' d e'ling, rumber of dwelling units ... ...... Number of duelling units on each floor .. . .. .... .... . .. If ga:-age, number of cars .......�....... .. ................... If business, commercial or mixed occupancy, specify nature and extent of each type of use... . ..... . .. .. . .... ... Dimensions of existing structures, if any: Front_............... Rear ............... Depth ...... .......... . Ileig,ht .......... . .............. [umber of Stories ...................... Dimensions of same structure with alterations or additions: Front ........ .. ..... Rear ..... ..... . .... Depth . . .. .. .............. wigfht ......... ........... lumber of Stories ............... Dimensions of entire new construction: Front . .....(e.� ...... Rear .... ........... Depth ...6 .2 .2.. height .....31... .............. timber of Stories ....?t.............. 9 Sipe of lot: Front ........... Rear .... .- . ......... Depth ....d7 / ............... D. Dare of Purchase .((.-19. .orf....... Nam of Former owner (4.!bfkk':"...... ..... 1. Zone or use district in which premises are situated ............................................... . ... . ....... . .. 2- Does proposed construction violate any zoning law, ordinance or regulation: ........................ 3. Will lot be regraded .................... Will excess fill be removed from premises: YES 6D _3a, CL:. A. oJtSricl� /9 70„ pp, � /+ 4. Flames of Owner of pre�t'ses Reiw..r-..f v. S'r........ Address .�4r$�@Jel`. AY. Ptare No. f rw.Lc- A10+0-V oL Nam of Architect tk!^.�1�.?+eSdY12iQ,S.1R-9............ Address/.0.40K 4..M.¢ftr'FAq*..... Phone No.O�PFC.-.jI'2�. . Name of Contractor ...O.W P-4^ ....................... Address ...............................Phone No. ....... ....... 5. Is this property within 300 feet of a tidal wetland? * YES .......... NO .. .. , *IF YES, SODMD TGWN TRIS1FES PEINT MAY BE MVIRED. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions rum property lines. Give street and block [umber or description according to deed, and slow street names and indicate nether interior or corner lot. f/CIL OF N3V YORK, )uNly or ..:S.u./� SS�{'17t1L... .. ... rr J 4 .. .. f. ... !3 a,[C�V'Sa.f.e:... ... . .. ... .. .. ..being duly sworn, deposes and says that he is the applicant Van of individual signing contract) hove named, is t.be . . . . . . .`? -.. .1�0�^;Tr0.C��-lr— .............. .................... ............................ .. (Contractor, agent, corporate officer, etc.) f said owner or owners, and is duly authorized to perform or have performed the said writ and to make and file this pplication; that all statements contained in this application are true to the best of his knowledge and belief; and .mat the work will be performed in the manner set forth in the application filed therewith. worn to befoceome this .............. . .... ...day of -u .20 .. Notary Public :/< '..rf..�.��:1-� .!........:..........cJL LI. •��/J a.tt�^ !�..._ _ HELENE D.HORNE ..........Lr ........ Notary public, State of Newyork /(Signature of Applicant) No.4951364 (/ Jualifined in Suffolk County nil- .'Aay 22. . ING -PERMU R -{ CHECK Applicant/ Date Owners Name: £ Reviewed: oL Q ArchitecU Date Engineer: �-0� Submitted: td SCTM #: District: 1.000 Section: Block: 7 Lot: Project55' JV ^ S Subdivision l.:ocation: Qy 11oC dame: Single& separate Required ccr0fication: (Yes/No) • Req Rey %rnting District: t� (l of size:y'�. V V Aclual: � I 1t,(ci,,,. Proposed 7/ Req. I T f1/ Req. it Req. (Fr m YArd Pro(>osedl� a 1 (Side,Yard,s Proposed: I jRear Yard , _ Proposed- wl I 7• 37 9f 3� Project cription: J AGENC $ERMi'I'S 063 tee.c_�, �e RESZUIRED FOR-REVIEWit tuber Suffolk County Health Dept. l�" _g New York State D. E. C. Town Trustees Town Zoning Board approval: 17LQ7� Town Planning Board approval: Flood Plane Elevation??? n Flood Zone: M 4 < ✓ �'� 1. , .)el 41pw �. SURVEY OF PROPERTY SITUATED AT SOUTHOLD \ TOWN OF SOUTHOLD j \ SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-54-07-18.6 MFFOLKCaUMTDEPAR7ME? OF �+ � SCALE 1"=50' f / .,% A JULY 9, 1999 pE DW FOR APPROVAL OF CONSTRUCTION FORA �' r3 ' J SEPTEMBER 2I, 1999 ADDED BUILDINGsq. ENVELOPE G FA,yMYLY RPSMENCE ONLY 3 ✓U AREA = 45,501.68 eq. f1. q r� � \ O 1.045 ac. DATE /� y etc) �' \ _ NOPlc. ,+ QI p GC' , " -` \ I. ELEVATIONS ME 9EfLKMCED To M ASSUMED WTOY FOR MAXL�IUM OF BEDROOMS o _ \ p i, _ I Xn `A EXISTING [LEVATpl6 ME 9ES,F TNIK.b9 1. I TAW; S' LO . 4' ' WICRIES i1- A 1 TD 4 K0900M NOUS[ t5 1.000 GALLONS. // Q �y \. 1 TAW; e' EaE1a. A'-a• wroE. E'-T• oECP EXPIRES THREE YEARS FROM DA'L'E OF APPROVAL OYadp ' N / Y �� : � • 3. MIMWUM LEACHING SYSTEM FOR A i TO 4 BEDII IOM HOUSE S 300 1 N 99EwY1 MFA - ✓� S ./�C/� /o S'y ° % ! op° / / \\ ` �. \ ' ,f�' IRDA3ED EXPANSION! PDOL /_ � FROFo3ED IEAEJNMo PaGL a i. `�•. \� •4� �PRop0s0 sELmc TANK 4. THE LOCATNW OF WELLS AND CESSPOIXS SHONN HEREON ME FRW HEW 093ERV1IM)NS MO/tlR DATA ONFIJNEO rAOY OTXERS. i \ 4 \ / o o TEST HOLE DATA o \ � �� \\ .0 Al / tN / % ��' \ \ \\ `�(G�- (TEST IKKE DUG BY McDa"D QFQSCIENCIF ON JUNE I. 1999) / ry ep / �` NNNt tan>w xrr0 r / 4 : V <\ . [ C .•'ICF / o o� GO '"^-.. r 0. CERTIFIED TO: <� \ M, JAMES D. BALDRIDGE •'r` „ 4 \ DONNA M. HURST COMMONWEALTH LAND TITLE INSURANCE COMPANY i \ 400 P" i ,`rS �� UH1L1YtORIZEU YiExrrroN a+ TmrtwN Nmt THE MMMw 'O° b d { 0 mrs sLwxcY a•YXNATgN a m ESTABLISHED / \ 5 4p SETION 7 t"OF TILE HEW'NNN STATE +oRN STA oi�°°aap� a �NE Mw HD N.R.H ,.� y . Joseph A. Ingego �i d QEDWSAE&VE = NE� o�THE r FM Surveyor e r0 IN A'AUG nax Land-xPr �'-� OI ,$SV CARIFIGTIONS W m 'IBIEOH s MIM e ONLY To THE � PLT60N 4YSN1 SURMty • ' -- . ..�`�•. �/ `✓ t , ' g. 6 PII MVD. NU ow 16 LNIWf TO Tllf 1rTIRE 00~. oalDaB &AOENEY ANO -'dt' ` �/ rtk Surveys - Sddivifions - SHe PANN - ConsWction Layout To THEo RI9TTIIfIION LISTED HEREON.AND TO THE ASlaNFES OF THE tEN0R6 1611- 9 Q 9" ,' ISI A r1m0N cENRHrAT10Ns ARE Nor TRM3EEwaE. '\T �.: 96 nP:- PHONE (516)727-2090 Fax (516)722-5093 THE EXISTENCE OF RIGHT OF WAYS \•�� EW _ OFFICES LOCATED AT M NG ADDRESS Mo/oR EASEMEMS or Rpm IF ANY. NOT S11DWN ME NOT GUMAMTEED. N.Y S. Lic. No 49668 One IMion re sOWP.O. Box 1931 Aqueaa". New Yolk 11931 RMe.1WW. Nn York 11901 4oe9 J - fs� SURVEY OF PROPERTY SITUATED AT SOUTHOM \ TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-54-07-18.6 m SCALE 1'=50' .ye Nag JULY 9, 1999 • $, SEP1�19ER 27, IM ADDI ED MLEMM EWBAPE .• WACi1 20, 2001 RrMM ME PLAN O AREA = 45,501.68 sq. ft. ♦� �, 1.045 oc. f / �,'o�► 1�, �\ 1. OE IONSI ARE MATIONSNOT)KNOM SH W AHM MTI81 [M181D M TAM A8[ 7M78M 1MI I S6F �IB�` •`�, 2 IROYIr smc iA1f - WME,76 mO A 1 ro . OsaODOM MDusE s 1,000 aAUD1R. �d " 1 YM-r IOMY. P-S' '/OE. A I Om � r `e S. WM111 IfAOW6 SYSTEM FOR A r ro BEDROOM 1glbF E 300 .9 n 9CEx4L MFA. G 6 �� / \•\ �� OROFOOo cvMRR11 FOOL n / ®FRormm uAmRR root ►• \ �i \ : di /,/' `\ •\I• ®FRNO F VIM: twx AND I ♦ M LOQLTION OF MiYE ND C AM r M O" MDI[011 ME FlIOY RaD , �'�\ •.`E. t. awOwwFoe MDroO eFrA anuli ner ands. 10. \ � TEST HOLE DATA y (rts Mar DIAeY Ymmw"McBYF ON ,Ov.E 2. 19")p /• +q ►/ / 4 OWN,16 an... CPO/ :,, 00. / / d ' s41ti.7E0 CERMLED TO: a JAMES D. BALDR100E ,T ¢ DOW&A M. MORME 's 4P s u Musa m smM a Mgm WMM a[�aI 'OD• M { 10 80 7111!!R A VdA01 M M OaWR�D ►� erAr1�a 1R Mp`lVllt anx F7aZE�u7C m1 OF _ Joseph A. k�geWo + ` ME "= �=- Foo Lid Surveyor 9r y r6 P� TIM %mp - 96*Am ft - 91F Mm - ONW&MGar LWOW ME im mow V� PHM (51{)71-2060 Fm (516)727-1727 M s MIR O M/8 OFFM LOOM AT MUM ADVAM ASI/06 "JIM A OI N AVIF IIII` 1107 7110811 /M IIW oYMIMI®. N.YS. lle. No. 4060 1760 IbYOGEPSIR 1931 nNERFAO, Mw Yak 11 11001 W1e nMM1, Ism n YM7 111 W1-0MS 1I 4�9 v Cs� R SURVEY OF PROPERTY SITUATED AT SOUTHOLD \ TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-54-07-18.6 SCALE 1"=50' JULY 9, 1999 q►, SEPTEMBER 27, 1999 ADDED9BUIUDING ENV ELOPE MARCH 20, 2001 REVISED SITE PIAN AUGUST 7. 2002 FOUNDATION LOCATION O� s, "q ,g �• fid\ AREA = 45,501.68 sq. ff. �N �•d� /• �o� O 1.045 ac. �g o / e� �� ,�✓ CERTIFIED TO. JAMES D. BALDRIDGE DONNA M. BALDRIDGE ,� areM S W11MI ALtaKRKY w AO9ROX PRaAVtO N ICCK6VIOH 11E wu9 W MS Uw. A a. Fwl `SE lff RK / u Joseph A. Ingegr►o 5 rA �7 w AE Now YPK UAW FOr lw d� W YORKS NF M4 d3 MUM* own w GOOM� Land Surveyor m 6E A 1 1 COP/. ' t KK4YM A9or1 i AMio rm. Sury , - Sw MWD . - qU Pb - C4r4&uctkn L%µ 11e0 ARE MIR sac NgNE (516)727-2090 Fa. (516)727-1727 OF 10100 ■ ys OFFM LOCATED AT "UNG ADDRESS AMY,XIF NW=AZMN QUA"ARAMR[IMI). N.Y.S Uc. No. 49886 MIND RQVAKE AVENUE P.O. on 1931 RNERNEAD, N.. Yank 11901 RlverrMo , New York 11901-09651 1 Cts SURVEY OF PROPERTY �1C1 SITUATED AT SOUTHOLD TOWN OF SOUTHOLD \ ' SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-54-07-18.6 j . SCALE 1"=50' \ JULY DD 1999 SEPTEMBER 27. 1999 AOOVI NUkITE ENVELOPE MARCH 7 2001 REVISED SRL PIAN , AucusT 7. zooz EouNDnnaN 1ocAnoN 1p O \ Jam\ AREA = 45,501.68 sq. ft. P i Ilf �, _ ,� 1.045 ac. f p�A,(fiP� i /� / mod O \ r0tu 06 , . mor 0 r i . AUG 15 4vnNAa9 \ .o� '2. 9T6 00. \ \\ CERTIFIED T0: \ JAMES D. BALDRIDGE A1 \ DONNA M. BALDRIDIDGE b 00 �S'00• P�� rc m ALTEP/,1 A00111d rpEr n� rlwN P %CTICN 72010 R THE IFN 1 STATE NT \` 1�i d Coll�P� Joseph A. Ingegno M 9E A V"T C9 . o Land Surveyor gEjJ�' �mrErw,oln wr.�Tm IaawT swL mn Sp y. s`YPIs10iM®r°io w Iia mails m G rm„ s«cdmdom - se. Pw"N - coAMenA Lalow N TIE A�911QE ai TIE 186NC TN1wa rnlvrATolr•ANE N6r TMROIME PHOME (516)747-4060 Fox (518)727-1727 TIL [1061[Mlx OF AIONI OF TATs nV OFFICES LOCA7m A7 EWUNG AOOAESS AIID/OR CABOOII6 OF 1650110, Y ANY, NOT LtlMll ML NOT OUANM®. N.Y.S. lic. No. 49688 1.760 D. No. AYl]AIE P.O. Box 1931 RNEAHFID, NeE York 11901 RlrMwad New Ypk 11901-0866 SURVEY OF EPPROPERTY SITUAAT SOUTHOLD �I TOWN OF SOUTHOLD e i SUFFOLK COUNTY, NEW YORK WI S.C. TAX No. 1000-54-07- 18 A o + SCALE 1"=50' JULY 9, 1999 �• ,�hA J yyti �ILMNEH 27, 1999 ADOEO BLILDING EM:EIEIFI l •C9$ '/\> �n4�jq .-, .:'(!0FOUND TICID Nei. u:n nr, 'A L ��. VAP" L.. :Gf. riN .;Kr'o'• �`f?, --.\ vN- AREA 45,501.68 sq 11. Y1 / •% �0 _ O 1.045 ac. °QP CRP % f vF!•!FAL7HSFMl!'ZL6 CP��I RSP I � � _ w'__ --� (tf' S, < �'� � -I •._ .i.. f E. it `�, � .' w E' .� •' �Cf d� � f, X00 � 00 �4 0Yfi "'W Wastewater Management s� °M c1 �- .o v� 001. c vo CERTIFIED- TO. JAMES D. BALDRIDGE DONNA M BALDRIDGE I AS �4p0 00. b1 UNVfM VED&RHAPM OF gEOfIII'N IiiEPNRfI m ACCYNIOV{.E NfN 1MYMlY i Mfna surer, is . ,q..mN a SrMnwps rte 4CIpIIRt $I1M[YS ES,1BIbE➢ �P� H�72M a 1HE NEw R 51.11 En TNE-L'AlS MD APMO.1 MCRID ° °°�aP � , MAPD - s Joseph A. Ingegno j P`'° DF AN0 SAM OF5 N,� DF �" _ Land Surveyor EYH155E0 SF..L SNyI .ql EY CYM90FML ` 11 Pf n VH1D itV[ GOP cy To mE FUSON FIM MNw THE 5wvrr NNO LFIL011IO V6IDUIION USRD m Alka. NIAFON' HE AMD Ctle 5.'w' `.i/6 N,.m - Sh Bans - ComVucfron E ygil C . GOE�tlEH1Al AO(NCY 10 1NE AS9f m Of, TF[ tEECOEG Y6T1. T. ( Lt KATg16 AIIE NOT TFANAFFIBiE PHONE (516)717-2090 Fa. (516);2'-1727 IHE UISTENGE OF RIGHT aF WAYSLXTCE5 LOCATED Al j AHD/OF EA ENENIS DF FECOWD, i7 EWl/N(' AODR(SS - ANY. NOT SHOWN AFT NOT OUAFANTEED _ _ NN YDS. LLLL N.49668 322 ROANOKE AVENUE P I. lk� 1931 RNMEAD, Newyork 11901 Rl+erfyaa, New Yank 11901-0065 DRAWING LIST A.SITE SITE PLAN ° 50'-1" A.0 FOUNDATION PLAN N A. 1 FIRST FL. CONST. PLAN A.2 SEC. FL. CONST. PLAN V e y A.3 BUILDING SECTION 0 g A.4 EXTERIOR ELEVATIONS 11 tri A.4-1 EXTERIOR ELEVATIONS h� w 50'-9" njO �Q, A.5 INTERIOR ELEVATIONS 0 U v 0O, z z r 51'_3" •\ - W r 51,_6„ U 51'-11" � SEPTIC SYSTEM Qp� & r V � (APPROVED) / /� z OQ �p �P 52'_5.. �+,s•C, � a x52'-1," V O w dL 53'_5" i (t/� X 52'-7" x 57'-11" PROPOSED DRIVEWAY i /O 4 t� x 53'-1 c i X 52'_7" q LU U -1111 72- z 6>, \ 53' � UjQ 5 x 53,_5" \` 8 -e" O x 54'-3" W PROPOSED 2- STORY LU HOU SE E O O /<11 54-10J LU x ONLEA ERCERTIF/CATION L 0- d MIENTBEFORE a G ERT/f/GATE \PNROPOSED / _ `�p\ LDERUSEDOCWg7ERCY PRorIDE z a 0 • Jv ANn 4gUBA"M YSYSTEM NOT TtlERMAIlHOCR►RlYENiTNI: ° Q. EXCEE 10 Of 1% D. B SAA W PARIOLaIt) a S P 1LTLUATEaINaloccoDc N e� � W �0 NI copper used ROVDESMORE-DETECTING �orwetOrdlstrlbuti A `2` system:PIPIngg shallLARM DEVICES - �� of types K Low TO PART,721.1 UNOERWRITERSCERT1fICATE N.Y.SBUILDINGfADE o Q �J� REQUIRED 0 DO NOT PROCEED WITH ° ° J FRAMING UNTIL SURVEY so -;;L� ° SITE PLAN OF FOUNDATION LOCATION rouffmNn AMPTO 4 vu Imsl �„ N HAS BEEN APPROVED. 1, FOUNDATION . TWO ISSIRI IEO N OFORPOUREDCONC ETS L ROUGH • FRAYING A MINEGUI S BA L D R I D G E RESIDENCE 4& INSULATION FINAL . CONIMUCTNII MW N • ,'/ /ECOMPLETEFORGA APPLIANCE ALL CONSTRUCTION SHALL MU N TOWN OF SOUTHOLD THE REOUIIIEMENTS OF THE N.%ERGY FILENAME. �n(0)ED Mow STATE OIOF CODES, NOT RUPOWISTRUCTIONI M J100 Ba SITE CUR P—1 SUFFOLK COUNTY, NEW YO R I STATEBUILDING coot omm OR CCNSTRUCTICN Immon 3,15/01 S . C . TAX No . 1000 - 54 - 07 - 18 .6 SCALE 1 /16 — 1 O OCCUPANCY OR A\ a 7/4 =7 0 .�.� o �� ( ,p�� ` -- USE IS UNLAWFUL PROVIDE V4 HR. FIRE WITHOUT CERTIFICATE DWG. NAME; O p v RATED SEPARATION TO OF OCCUPANCY PART. EBUI OF A SITE�+ G LT.LT.STATE BUILDING NGG CODE. �� PLAN a: O Q Q� PROVIDE OPENINGS FOR EMERGENCY ESCAPE A5 F �� DWG. NO.: REQUIRED BY PART.714 OF ��c� J N.Y. STATE BUILDING CODE A. SIT E GENERAL NOTES : FOUNDATION NOTES : ELECTRICAL LEGEND : 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES 1. BASED ON SOIL BEARING CAPACITY, TWO TON PER SQ. INCH SUBJECT TO NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND rti INSPECTION AND VERIFICATION. W REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N,Y.B.F.U. IS TO AND ORDINANCES uu 2. ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL. NO FOOTING SHALL BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB ^ N rel 1 W 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE BE SET HIGHER OR LOWER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING. V ~ OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND STEP FOOTINGS ARE TO HAVE A 30 DEGREE MAXIMUM NOTE THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE m O NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE >+ WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUB-CONTRACTORS 3. ANCHOR BOLTS TO BE AT LEAST 1/2" IN DIAMETER AND 1 O" IN LENGTH WITH A C ELECTRICAL CONTRACTOR. O THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND MAXIMUM SPACING OF 4'-0" ON CENTER. CONDITIONS ON THE JOB, THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR FROM THE DIMENSIONS SHOWN. 4. ALL CONCRETE TO BE '1:2:3 MIX, 2500 LB. CAPACITY UNLESS OTHERWISE NOTED O N O.. DOWNLIGHT TRIMS TO BE WHITE. 1 OR SPECIFIED. FII u 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE � DUPLEX ELECTRICAL RECEPTACLE W DRAWINGS UNLESS OTHERWISE NOTED. 5. IF CONCRETE BLOCK FOUNDATIONS ARE TO BE USED,THE BLOCK SHALL BE 0 u, $l3F1 DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT U ASTM-145 WITH FULL MORTAR JOINTS. CORNERS ARE TO HAVE CORES FILLED SOLID 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND WITH REINFORCEMENT. CORES WITH ANCHOR BOLTS ARE TO BE FILLED TWO PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COURSES DOWN SEE NOTE 3 ABOVE. rA Esc DUPLEX SEPARATE CIRCUIT RECEPTACLE COLLAPSE, DISTORTION, AND MIS-ALLIGNMENT ACCORDING TO ALL APPLICABLE Fr CODES. 6. PROVIDE 0.025" WALL SWITCH ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL $ 0 PERIMETER SILLS U 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO $a 3-WAY WALL SWITCH THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED 7, ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR u INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. PRESSURE TREATED. 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND ISB CEILING MOUNTED JUNCTION BOX RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. SMOKE DETECTOR/CARBON O 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORSEEN CONDITIONS SHALL BE FOUNDATION LEGEND : •sD CONTROL B DEFECTOR: TO BE 0 HARD WIRED TO CENTRAL CONTROL BOX I� � � DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO - T U STARTING ADDITIONAL WORK. _ EXISTING FOUNDATION TO REMAIN. \ o a 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING T 1 PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. NEW S" POURED CONCRETE FOUNDATION WALL WITH 1'6" X 1 O" DEEP v REER TO CONSTRUCT DRAWINGS FOR SIZES. FOOTINGS, REFER TO DRAWING A3-1 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST. GRADE OR BETTER. 4 ENE " POURED CONCRETE SLAB WITH 6X6 10/10 W W.M. ON CLEAN W z 0 COMPACTED FILL. J zo 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK ��yyy�yyy SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. W ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE Q PROCEEDING. O d' M .r 19' 9.. 9� EQ, EQ, EQ. t'6" X 1'6" P. CONC FOOTING ALL) � (BTTM. FFG. 36" BELOW FIN. GRADE)E) 2 -2"X1 " CCA CONT GIRDERS (T'P.) LINE OF DECK ABOVE — - M - - = QU OU z O U X@1 x@ IJ III NLL NLL II III w z Q- - - - - - - - - - - — — - - - - - - - - -- - - - - - - - - - - - - - - - - - PROV. - - - - - - - -- -- - - - - - - — - -PROV. 5/8" F.0 GYP. BE, CEILING THIS AREA OVER FURNACE EQUIP. _ -i ' PROV. 8" DIA, FLUE FOR 4" P. CON :. SLAB ON CLEAN J BASE FOR MASONRY NEW BOILER. COMPACTED FILL W/ 6 X 6 O �, M FIREPLACEABOVE. 0 W.W.M. REINFORCEMENT. LLJ PROV. 2 ZONE HYDRONIC FAN COIL '� .1. UNIT HEATING SYSTEM W/ BOILER. (D 01.7— — — r io ;, IZE BOILER AS REQUIRED.) PROV. X BOILER t, 60 GAL "SUPERSTOR" HOT WATER °ly'Ud \ \ \\ m .". 8" P CONC. FOUNDATION WWALL W/ Q `\ 60 GAL. "SUPERSTORE" — \ r U FOOTING? TYP ALLD J OT WATER STOR. TANK. \ PROV W.W.M. IN WALL. O O 3 1/2" X 11 7/8" MICROLLAM \ LVL FLUSH GIRDER / PROV. BEAM POCKET IN O FOUNDATION WALL. SIZE AS PIECE. &TAR ALL ENDS. � (n (TVP ALLAREAS) = I = \ �• — / ..I = �— ��J L _Li �� I±c'L / ''' I PROVIDE DAMPROOFING Z PROV. NEW STAIR/RAIL: OF COMPLETE FOUNDATION O PINE TREAD W/OPEN PERIMETER (TYP. ALL) a N J �:�i� RISERS. Z n m I_• — a Q 8" P. CONC. FOUNDATION Q O O i N OFQ WALL W/ 1'-6"X 10" D. - 0 F 2 0 i .P!�ROV. 2' X 2' X V D. P. r io FOOTING (TYP. ALL) Q aQ a de (P.ONC. FTG. (TYP. ALL) I1 X X r D PROV W.W.M. IN WALL. a d J X j ' RI Di Z JB o 0 ¢ v UP o F. Ir Cc al LINE OF EDGE I 4" DIA. STRUCT. STL. \\\ I- — — Z Z (5 III 2xtOCCA 31/2"X117/8" MI1CROLLAM L2x1 W W D OF DECK ABOVE. FJ @ 16"0,10, COL. BURIED ALL AREAS.) LVL FLUSH GIRD FJ ® 1fi O.C. U U m H O O O IIII i l oNw II II H I. H z D D0 It 0 N I8._9 > 0113 \ / O 0dx° 0 � � � I w m n � ¢ a < — D — I4" P CONC. SLAB ON CLEAN � S Z II II O ' COMPACTED FILL W/ 6 X 6 m W Z D L m U , , '• W,W.M. REINFORCEMENT. O Z OD ¢ FILE BA_OC PROPOSED NEW PORCH III II j P_CUR I I L - -- - - - - -- - -- - - - - - - - — - - --- - - -- — — — - SCALE: IL 31301 — III E 1/4"= 1 �0" - - - - - - -- - - - - - - - - - A . VU () U () DWG. NAME U0 U � O � 2 - 2"X t0" CCA CONT. PROV, 6" X 6"CCA POSTS O o W/SIMPSON CONNECTORS O r LINE OF EDGE o r GIRDERS. (TYP.) X OF DECK ABOVE. X@) x@J FOUNDATION (TYP. ALL) PLAN 1'6" X t'6" P. CONC.FOOTING CVP. ALL) u G EQ, 9-Q — EQ LL EQ. ALL) Vg4 DWG. NO.. (BTTM. FTG. 36" BELOW FIN. GRADE) "-� (BTX 1'6" P. CONC. FOOTING (TAP'. (BTTM. FTG. 3fi" BELOW FIN, GRAPE) y qJ��Q Int}. A. 0 FOUNDATION PLAN ° GENERAL NOTES : CONSTRUCTION LEGEND : INSULATION NOTES : DOOR LEGEND : ELECTRICAL LEGEND : NEW EXTERIOR PARTITION- 2" X 6" WOOD STUD WALL W/ 1/2" CDX PLYWD EXISTING EXTERIOR WALLS: 2"X4" WOOD STUD. R-15 HIGH DENSITY INSULATION NOTE ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE NOTE ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND til a, 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES BY'CERTANTIEED' OR APPROVAL EQUAL. UNLESS OTHERWISE NOTED. PROV. SCREEN DOOR UNITS FOR ALL EXT. DOORS. REGULATIONS OF THE N.Y.B.F U AND A CERTIFICATE FROM THE N Y.B.F.U. IS TO AND ORDINANCES EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), 6" EXPOSURE PERF WD. BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB, w 0; SHINGLES (PROV. 1 COAT BLEACHING OIL), 1/2" GYP. BD.(SCREWED/TAPED) NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION 11�� 0` 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE CUR. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY). INTERIOR DOOR-2'2" X 6'8" SOLID PINE DOOR WITH RAISED PANELING PROV NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE ^ nl rry OWNER AND ARCHITECT WITH COPIES , T ALL REQUIRED INSURANCE AND BY'CERTAINTEED' OR APPROVED EQUAL. O SOLID BRASS HINGES & SCHLAGE HARDWARE. ai WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS, NEW INTERIOR PARTITION- 2"X 4" WOOD STUD WALL WITH 1/2" GYP BD. NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L TO BE SUPPLIED BY THE = (SCREWED/TAPED) APPLIED BOTH SIDES, NOTE: PROVIDE MOISTURE NEW ROOF: R-30 KRAFT-FA INSULATION BY 'CERTAINTEED' OR APPROVED EQ INTERIOR DOOR- GE X 6'8" SOLID PINE DOOR WITH RAISED PANELING PROV ELECTRICAL CONTRACTOR. V 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. O SOLID BRASS HINGES & SCHLAGE HARDWARE. rN' CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS PROV. CEMENT WALL BD FOR ALL TILE AREAS CRAWL SPACE:PER N.Y.S. BUILDING INSULATION WITH PROPER WIRE TIES NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR 0 FROM THE DIMENSIONS SHOWN. INSTALLED AS PER .Y.S. BUILDING CODE. O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. INTERIOR PAINT-TO BE "BENJAMIN MOORE' U.O N. ONE COAT PRIMER AND 3 INTERIOR DOOR- 2'6" X 6'8" SOLID PINE DOOR WITH RAISED 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT NEW BASEMENT: R-10 RIGID FOAM 2'O" BELOW GRADE AROUND ENTIRE O PANELING. PROV. SOLID BRASS HINGES AND SCHLAGE HARDWARE. BASEMENT PERIMITER. DUPLEX ELECTRICAL RECEPTACLE DRAWINGS UNLESS OTHERWISE NOTED. U.O N. ALL TRIM SEMI-GLOSS. INTERIOR POCKET DOOR-2'4"X 6'8" SOLID PINE DOOR WITH RAISED PANELING. � O (PGRI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT U BASEMENT CEILING: R-19 KRAFT-FA INSULATION WITH PROPER WIRE TIES PROV. SOLID BRASS HINGES & SCHLAGE HARDWARE. r 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND ® HARDWOOD FLOORING-SELECT WHITE OAK 21/4"W., E. FELT INSTALLED AS PER N.Y.S BUILDING CODE. (bsc DUPLEX SEPARATE CIRCUIT RECEPTACLE u PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. INTERIOR DOOR- PAIR - 1'6" X S SOLID PINE DOOR WITH RAISED 5 U O PANELING. PROV. SOLID BRASS HINGES AND SCHLAGE HARDWARE. pi FLp-I COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE $ WALL SWITCH CODES. SUB-FLOOR-USE THICK PLYWOOD GLUED AND NAILED. PA V) SUB FOR TILE AREAS TO BE SCREWED AND GLUED. 6 INTERIOR DOOR - PAIR -2'O"X 6'8" SOLID PINE DOORS WITH RAISED PANELING 6 THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO WINDOW LEGEND : o PROV. SOLID BRASS HINGES &SCHLAGE HARDWARE. $3 3-WAY WALL SWITCH THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED CERAMIC TILE -"AMERICAN OLEAN"TILE OR APP EQ. TILE TO BE INSTALLED V tFQi INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. ® OVER 1/2" CEMENT BOARD U O N WALL AND FLOOR GROUT TO HAVE - - INTERIOR DOOR - PAIR -2'4" X 6'8" SOLID PINE DOORS WITH RAISED PANELING. , WATERPROOF ADDITIVE MIXED IN. NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE O PROV. SOLID BRASS HINGES &SCHLAGE HARDWARE. ' EJ. CEILING MOUNTED JUNCTION BOX LI � 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS UNLESS OTHERWISE NOTED RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. EXTERIOR DOOR- 21811 X 6'811 - SOLID PINE O NOTE: ALL WINDOWS TO BE ANDERSEN CLAD TILT WASH DOUBLE HUNG WITH OB PROVIDE SOLD BRASS HINGES &SCHIAGEOIJB WALL MOUNTED JUNCTION BOX HARDWARE.TH ISED PANELING. 8. ANY"E)CTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE STANDARD ANDERSEN HARDWARE. ALLOW FOR EXTENSION JAMBS FOR A 2"X6" WD. PLUMBING LEGEND : O PROVIDE SOLID BRASS HARDWAREWINDOWS. 0'X 68"ERSEN.' RECESSED DOWNLIGHT (100w) "LIGHTOILER" OR APPROVED EQUAL Ul DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO STUD WALL. COLOR TO BE WHITE. PROV. SCREENS FOR ALL EXTERIOR FRENCH WOOD DOOR-3'0"X 6"e" - FWH3068A STARTING ADDITIONAL WORK mE EXTERIOR MOUNTED DOWNLIGHT (100W) G) 19,/DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING Y AO TW21052-2 © TW2652 O TW2642 PROVIDE SOLID BRASTERIOR FRENCH S HARDWARE BY ANDE RSEN.'EN 068APLR 10 PRS WALL MOUNTED DUAL SPOT LIGHT PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. OP PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED O TVJ2642-2 OE TW2032-2 O .TW24310 JB REFER TO CONSTRUCT DRAWINGS FOR SIZES. ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY IN Y C AND N.Y.S. EXTERIOR SCREEN DOOR- PAIR -2'6"X 6'B" BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL 11 PROV. SOLID BRASS HINGES &SCHLAGE HARDWARE. NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS. GRADE OR BETTER. NECESSARY DRAIN VALVES, © TW24310-2PROVIDE 2'-6"X 6'-O" SCREENS +EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "GROAN" HEAVY DUTY UNIT N_� JI 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK PROV. FLOOR DRAIN AND 10. GAL. SUMP. 12 8'-O" X 9'-O" GARAGE DOOR. OR APP. EQUAL. P4 6 0 SUCH AS BUT NOT LIMITED TO. MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. F PAINTING NOTES : �R EXT. MOUNTED LIGHT WITH FAN I ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE - — - SMOKE DEFECTOR/CARBON NT OL ED DETECTOR; TO BE PROCEEDING. HB PROVIDE FROST FREE HOSE BIBS. so HARD WIRED TO CENTRAL CONTROL BOX S SHOWER HEAD ALL WALLS TO RECEIVE 1 COAT PRIMER PLUIS THREE COATS FINISH. Dr NEW TELEPHONE RECEPTACLE C PROVIDE BENJAMIN MOORE PAINTS THROUHOUT. SATIN FINISH ALL NEW WALLS AND CEILINGS WITH SEMI-GLOSS ON ALL DOORS &TRIM. >c COMPUTER MODEM RECEPTACLE M CONSTRUCTIONNOTES_ - p VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) 1. PROVIDE 3 1/2"W. OAK FORMED RAILING, W/2"X 2" OAK SPINDLES, SECURE AS REQUIRED TO NEW STAIR. 1 W OAK TREADS & 7 1/2" CUR. PINE RISERS. VERIFY STAIR WIDTH AND HEIGHT IN THE FIELD. H H H H J° 2. PROVIDE 3 1/2" DIA. STRUCTURAL STEEL. COLUMN BEARING ON FOOTING. AN ram - a -17 H SUNROOM H - ' � KITCHEN PANTRY GARAGE U GRI• �i ❑ =p = H �. ��N �— - 11 'O" X 16'3" 6'2" X 9'0" 23"8" X 24'0" W } uj H - - _- \- vJ Z 9 E JB p 3 3 377 3 GFIJB GFI - -- BIN r IT T - - - -I - _ - OC II m o — I T 1 $ — HD QD o 7�0�0� p � + + Do0oX'° K �J�e1z J r � / X� / X� + + --- - x ° m� - die, OPENER n@ x � X� ar - -� a@ a@ x i N6 / ° LJ �� N@ N@ m GREAT ROOM ,@) � . m . / 11 '7" X16'3" �� '\ I1 '�� II ----13 - - I / / 1 ,� PROV. z' xz' xrD. / L /J P. CONC. FTG. (TYP.) 0 FIN FP. A I - sc / 3 -2"X12"GIRDER 0 O `\ _ \ _ /� '- - --- --- �� :4" DIA. STRUCT. STL. COL. I LL B _ - - \\ - 2 2" XI1 " W DN BURIED IN FOOTING. I O 1� 3 3 3 HEADE 3 3 9 --'— \ (TYPICAL ALL AREAS) _f \ 0 FI JB \ 2 GFI F U S_ — — -�L$J iOPENER m\U L)O O O JB up 00 Ji BATHROOM -- 7 ` \ _- x x X x N � Nu ❑ F 1 L e a @7 JB UP _ it 2 \\ OL. 3 3\ CC \- L 0 -� I ____ E IT LL HEADF�1 2 / 0 i3 d U ❑ Z IZ 0 / ' . w w ❑ m p i m 0 ,D POWDER RM . J J J /' ° /X 5-0" X 7104 ❑ o m b 0 0 0 / x@ / /,e @1 ❑ ❑ 0 STUDY 'dF WALK-THRU >N� / 1 4'6" X 601 N N N 11 '8" X 1211 " - - - I 00 0 Luo DINING ROOM o N a 11'3" X 12'11 " FILE NAMIE: Ba_1CP CUR -I 2/19/01 SCALE: 1/4"_TO„ - - - - -- - - - - - / DWG. NAME: --- - FIRST FLOOR D �pc DWG. NO : PROPOSED FIRST FLOOR �nrp � pV A . 1 �UF lip % DOOR LEGEND : N CDX F� ' INSULATION NOTES_ - - - ELECTRICAL LEGEND : N GENERAL NOTES : CONSTRUCTION LEGENC_ rL'L,� 1 ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES NEW EXTERIOR PARTITION- 2" X 6' WOOD STUD WALL W/1/2" 'LYWD. EXISTING EXTERIOR WALLS: 2"X4"WOOD STUD. R-15 HIGH DENSITY INSULATION NOTE. ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE I� ~ UNLESS OTHERWISE NOTED. PROV SCREEN DOOR UNITS FOR ALL EXT. DOORS. NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND C) ANDORDINANCES. �i EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), 6" EXPOSURE PERF, WD. BY'CERTANTIEED' OR APPROVAL EQUAL REGULATIONS OF THE N.Y B.F U. AND A CERTIFICATE FROM THE N Y.B F.U. IS TO SHINGLES (PION 1 COAT BLEACHING OIL), 1/2" GNP. BID.(SCREWED/TAPED) INTERIOR DOOR- 2'2" X 6'8" SOLID PINE DOOR WITH RAISED PANELING PROV. BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. M W 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE CUR. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL (HIGH [DENSITY). NEW EXTERIOR WALLS: 2"X6"WOOD STUD R-19 FOIL FA. HIGH DENSITY INSULATION OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND BY'CERTAINTEED'OR APPROVED EQUAL. O SOLID BRASS HINGES & SCHLAGE HARDWARE. z O WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS NEW INTERIOR PARTITION- 2" X 4"WOOD STUD WALL WITH 1/2" GYP. BD NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE r>i NEW ROOF: R-30 KRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EQ. O INTERIOR DOOR-2'4"X 6'8" SOLID PINE DOOR WITH RAISED PANELING PROV NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAIL TO BE SUPPLIED BY THE (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE SOLID BRASS HINGES & SCHLAGE HARDWARE ELECTRICAL CONTRACTOR. O 3 THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND RESIST GYP. BD (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS PROV CEMENT WALL BD. FOR ALL TILE AREAS. CRAWL SPACE R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES NOTE: ALL SWITCHES AND RECEPTACLES TO BE'LUTRON', "DECORA" IN COLOR 1 FROM THE DIMENSIONS SHOWN. INSTALLED AS PER N.Y.S. BUILDING CODE. INTERIOR DOOR- 2'6" X 6'8" SOLID PINE DOOR WITH RAISED O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. u rp INTERIOR PAINT- TO BE "BENJAMIN MOORE" U.O N. ONE COAT PRIMER AND O PANELING. PROV SOLID BRASS HINGES AND SCHLAGE HARDWARE 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE TWO COATS FINISH (COLORS T B D BY OWNER) SATIN FIN, THROUGHOUT NEW BASEMENT: R-10 RIGID FOAM 20" BELOW GRADE AROUND ENTIRE U BASEMENT PERIMITER. 2'4"X 6'8" SOLID PINE DOOR WITH RAISED PANELING. 0 DUPLEX ELECTRICAL RECEPTACLE 0 V DRAWINGS UNLESS OTHERWISE NOTED U.O.N, ALL TRIM SEMI-GLOSS. 4 INTERIOR POCKET DOOR- O PROV. SOLID BRASS HINGES &SCHLAGE HARDWARE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND HARDWOOD FLOORING-SELECT WHITE OAK 21/4"W., 15LB. FELT BASEMENT CEILING R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES (DOR DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, ® (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. INSTALLED AS PER N.Y.S. BUILDING CODE. O INTERIOR DOOR- PAIR - 1'6" X 6'8" SOLID PINE DOOR WITH RAISEDW + COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE PANELING. PROV, SOLID BRASS HINGES AND SCHLAGE HARDWARE (DSC DUPLEX SEPARATE CIRCUIT RECEPTACLE qJ CODES. SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED. 4 SUB FOR TILE AREAS TO BE SCREWED AND GLUED. WALL SWITCH Z 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO Ofi PROV.INTEROSOLIID BRASS HINGES & SCHLAGEPINE DOORS HARDWAARE,WITH RAISED PANELING. �O THE WORK OF THIS CONTRACT CONTRACTORS SHALL INITIATE ALL REQUIRED CERAMIC TILE - "AMERICAN U.O.N. TILE OR APP, OR TILE TOO INSTALLED WINDOW /fit`/ \ n/ $a 3-WAY WALL SWITCH INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. ® OVER 1/2" CEMENT BOARD .O.N. WALL AND FLOOR GROUT TO HAVE V 1/ I N D O V V LEGEND : 1O EXTERIOR SOLID BRASS HA DWARE BY'ANDERSEN.068APLR WATERPROOF ADDITIVE MIXED IN. - 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE �e CEILING MOUNTED JUNCTION BOX RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. UNLESS OTHERWISE NOTED. - -- �.I 8 ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE NOTE' ALL WINDOWS TO BE ANDERSEN CLAD TILT WASH DOUBLE HUNG WITH 1016 WALL MOUNTED JUNCTION BOX H z DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO PLUMBING LEGEND : STANDARD ANDERSEN HARDWARE. ALLOW FOR EXTENSION JAMBS FORA 2"X6" WD O p STARTING ADDITIONAL WORK, STUD WALL COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. 10 RECESSED DOWNLIGHT (100w) "LIGHTOILER" OR APPROVED EQUAL J (� 9 DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING �, TW2642 O TW2642 2 7$F EXTERIOR MOUNTED DOWNLIGHT (700W) r 1 � PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS, PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED Slue WALL MOUNTED DUAL SPOT LIGHT u REFER TO CONSTRUCT DRAWINGS FOR SIZES �I' ON CONSTRUCTION PLANS), FOLLOW ALL NECESSARY N.Y.C. AND N.Y.S. O TW24310 © TW24310-2 O 10 ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST 14 1 NECESSARY DRAIN VALVES. �EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAW DUTY UNIT V1 71 THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK PROV. FLOOR DRAIN AND 10. GAL. SUMP. OR APP. EQUAL. SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. F [1a ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE (� PAINTING NOTES : F EXT. MOUNTED LIGHT WITH FAN PROCEEDING. SHB PROVIDE FROST FREE HOSE BIBS. '- 0so SMOKE DETECTOR/CARBON MONOXIED DETECTOR: TO BE in S SHOWER HEAD HARD WIRED TO CENTRAL CONTROL BOX O ALL WALLS TO RECEIVE 1 COAT PRIMER PLUS THREE COATS FINISH. DT NEW TELEPHONE RECEPTACLE m PROVIDE BENJAMIN MOORE PAINTS THROIUHOUT. SATIN FINISH ALL CONSTRUCTIONNOTES : NEW WALLS AND CEILINGS WITH SEMI-GLOSS ON ALL DOORS &TRIM. D0 COMPUTER MODEM RECEPTACLE .. t. PROVIDE 3 1/2"W. OAK FORMED RAILING, W/2" X 2"OAK SPINDLES, SECURE AS DV VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) REQUIRED TO NEW STAIR: 10" OAK TREADS & 71/211 CUR. PINE RISERS. VERIFY STAIR WIDTH AND HEIGHT IN THE FIELD. 2. PROVIDE 3 1/2" DIA STRUCTURAL STEEL. COLUMN BEARING ON FOOTING DECK 811 o" x 18'0 M . BATH U o — 12'0° X 12'10" Z } Lu - - - - �jw _ - -_ oFi - - - - - - - - - -C-- - - - - - G - - - - - - - (� z W 3 / W I C i \ I I IIII 0 I, ly \ Q MASTERX° x° i X0 X° BEDROOM N� NSI e N � N // VF NJ—� II T R OR LAUNDYCHUTEI I co 163 X 22'6" FP. \\\ 0 C ] BAoTH11 X 1ROOM F3 Q O - -- 4 __-- —_I- - ° �z-z, tz RIG EA L— - - - - I N Lu ¢ M. CL� 1�) \ �F r � _ .U ¢d DN. / / N/�� w'' 'x�I N�11 ll — N �J - G I F;O ¢U V II II 2 III F a OI ¢0 Z < W x -X U 0 p BEDROOM 0 0 BEDROOM "� " ® I /' I " �) N ; 0 0 1 / O V LINEN \ I / D D O 11'9" X12'11 " I oo sD x � oo \W I} 11'9" X12'11 " 0 Lu N Lu z z"xto" iv I z_z"xto^ o o° / RIDGE`BEAM B O I RIDOEIBEAM \ 0 0 a / 2"X 8"C T. 2"X 6" C.T! I ,- - 0) (� I ,jo O.0 I SSD @ 76' O.C.R. 2@" J i) FILE NAME I X 10' R.R. 2"X 10" R.R. 2"X 10' R.R. Bfl_2C P_CUR 16"O.C. / @ 18"nr - _�— S : 18/01 CALE - 1/4"= 1 '0" DWG. NAME. SECOND FLOOR PLAN E 9 DWG. NO.: to PROPOSED SECOND FLOOR I q ��n"'Qa„0212 ottb �'"+m „ gym N � m 0 � � w 0u ZN U z w H 1 ozo m d F�4 U a CONT. RIDGE VENT BY"COBRA" u OR APP. EO. (T/P. ALL AREAS) z 5/8" COX PLYWOOD 2"X 10" R.R i�i {�gQ7�I @ 16"O.C. A ASPHALT ROOF SHINGLE - 30 YR O GAF "TIMBERLINE" PROVIDE CONTINUOUS tcq PROV. AR-30TTIC FIBERGLAS INSULATION _ — — _ — — — RIDGE AND SOFFIT IN ALL ATTIC AREAS. 2"X 6"CT @ 16"O.0 oG� DOUBLE 2" X 1 O" BOX @�6 /o•q BEAM W/FIREBLOCK. (TYPICALALL) C 2 Oy ALUM, DRIP EDGE (TYP ALL) -z"x t10-P C J. @ te"O.0 U 2"X 10" C.J. @16P'O.0 — — — 2" X 10" C.J. @ 16"O C. PROV. CONT. VINYL SOFFIT. oY (TYP. ALL AREAS) \—R -30 W \ R-30 BATT INSULATION 2"X 6"WOOD STUDS W/5/8" (TYPICAL ALL AREAS) PROV CONT SCREENED l�1 COX PLY. SHEATHING (TYP.) SOFFIT VENT WITH VINYL VJ z R-19 HIGH DENSITY COVERING. (TYP. ALL AREAS) W FOIL FA. INSULATION 15/8" GYP. BD. ON ALL DOUBLE 2" X 10" BOX EXPOSED SURFACES BEAM BLOCK. W (TYPICAL ALL)ALL) Q 2" X 6" WOOD STUDS W/5/8" CDX PLY. SHEATHING. (TYP.) Q CJ 18LL 134 11 ]8 13 178 Q CJ 16"OC P. P "OC R-30 BATT INSULATION (TYPICAL ALL AREAS) MMJ 1e W , W ff O 0 — GRADE D O D - - - - - - - - - - - - - - - - - - - - . ( ,) LO D AWAY a 1/2"xT1 n8"LVL - - - - GRACE M: Q (CNT.) 312x117/8"LVL J)(CONT) AWAY jp C N 312°x1TJ17/6"LVL.( Z O ? F a 4" DIA STRUCT STEEL U 0 COL. BURIED IN FTG. 4" DIA STRUCT. STEEL ? (TYPICAL ALL AREAS) COL. BURIED IN FTG W .,.' '. . '•: (TYPICAL ALL AREAS) p FINAL HT. TO 8" P. CONC. FOUNDATION BE DET. BY WALL W/ 1'6" X 104' D CONTOUR ON FOOTING (TYP. ALL) SURVEY Y' ' e" POURED _• S" P. CONC. FOUNDATION " ' "' " ' ' - - Z (L G ¢ WALL W/ 1'6"X 10" D. '��. . CONCRETE Ir FOOTING (TYP. ALL) FOUNDATION 2 0' ¢ a 2'0" X 2'0"X 10" D. PROVIDE IL LL- P. CONC FTGS.(lYP) 4" P. SLAB ON 2' X 1' POURED F F 6" COMP.MP... F FIN. W LL O CONCRETE FOOTINGS (TYP. ALL) ON FIRM U C NJ COMP. FILL 0 0 In D 0 D D j co v 0 0 O a W N 0 ca O O a V1 co FILE NO BUILDING SECTION "AI) BA—BS--CUR 8/15,00 AL 1/4"= I O" DWG. NAME: Yf. BUILDING v SECTION OF IIE� DWG. NO.: A. 3 i � r^ V1 c� uu � N y�l 0 _ 0 W _ — 0 a ® ® F A F r � Zic - — o � wiz IFMIC W c5 o � REAR ELEVATION m - o Q T7 uJ m 0 J Z ' a- 03S _ mo ir LJ] ^ a 0 �l ii oo m w EE w o U U m w ] � E17 0 0 N N 0 0 0 Lu t N O O — — FILE NO.: BA_ELEV_CUR n FE ME] FEE] 8/15/00 )IMii�%? S 5� a3 ar�i'T rd E: --- "PJ " i41 1'll `lyu dia`, 1/4"= 1 'O° r �s�dir,�i�nytr~~ Ili ilrl, r _ w D G. NAME, � e PROPOSED ELEVATIONS v� �w RIGHT ELEVATION DWG. NO.. ALTERNATE # 1 A. 4 i N N .N.+ Oi 00 u T W0 O IA U � � I ir ° a FF v6 ° It - -- m Wy 'FU i J El E T - - _ - - _ -- — �3 W r cuI 0 0 FRONT ELEVATION -' i.0 co -j 00 -LEc D — -- - Cc O - - -- z T_I — In w — 3 � ml ❑ � - a 0 U w � a a f� � O E IU J1 L11 J O U m 0 0 0 - r t- Ll El D 1:1 — > -LSI_ N rq N 0 0 7T -- w ° a a o 11 c N m BA_EL_EV_CUR b��l l I�_L r =-- all s/oo TSCALE: u — DWG. NAME: – � T T PROPOSED ELEVATIONS DWG NO LEFT ELEVATION �� c A. 4- 1 � al Loll- SL"- oll-SL - Lo" ' 2!4` z21-Ib' — — T,o, ll:i4f h j 4d ir 5To�LR Ftaoe ., {.SCG: I�i.+i* GkYti-; �Pjl• 4i w� � N 5£r IwMorilaL 2. 2KIr 'CGA I ' SILL -rTT� , P1 q+,Rrw6e'% LVL Po✓ 9I 5" To. SHEcF , u S' o ♦I K (Y 7p-lD TO. � . X1-5 r rc Y T.0, FAP T' r�� 'r"" p '� ., '' 4CLrK' " t • ff g ID T.oYiTH --rFI: r-- - - - "'$,'. G�'t1/ro"l0 -d• 1. I�_A N rt,C. FL,." i . T.o PISTEPPE ILL WITH Gl.4ArL 'd'" C°'NL 4.c. r 5c" w/by4.19M. j W5 7 FNDo HERE ! v�'li IGYP 3L5/i' O I rru GoMI . i° w,w.M, w� AAvIt" I GnErE STEPPFA , v F CJ I RaI�f AN7 FgarINH Y TORM ICr i T aaoFK5E1 ! 1 T,o• r i q'4 T,DYPIr11 I I tyrolaw, 'TZPF'Eo + ff I• + AW$AMiAY I FfG I,D FNo �1CUV �'�+ Y"op-c l-'I I�C:.•TAIL �++c€ Pfrs t f5'w'k' I �"`E I I .__ TO,FTA cwt4Lywe�b T;o,FrG,=+2-2' r;FµD T- - - -- - - - M 1. 'i• T.O. 'F'�° I 8'-to+sp 1 " Ifo. FND, S'-ro'le To Kt4D a. F*lo to g'aopy I . ---- -°i>L-Lc-- - - — -- -i *te' �f, ±7rof: �f•- I C.T. r — — CIO" 2v4 HON - eeA940A n - - J� , wau..wl rw CvvE.-x 5r 'T _ _J11 ( o. FNo I q off ef.0. GTz, : I '�'ae Hur warwL 9 �wr�, Foa "T, waw ' 14,i7t'.fl'1 I 1}w NF.arE2 Locarlo.t rI f II C� px�t,L+ , hLA% 0 2 , 1.1' ,1 I> iMzrrwt�! � ?oc ' � 't R'- " f lrIYP 13 0, , ASovte As 3yiyhyi' �` 1� I 9',t} gx$ '' .. `'slt tM QF.•f•• Ft`r5 GoDB. rt Pnrs ' Tom' 1 �' .Fa d�4'' I C) _ ff .., � � I 06 f • I I � _ d, u� I Sn rG fI_o - — 1 ry le" .. ; . ' I G , a I ' ap a'-t'�" ''r: �'4'-2: r' 7 N 5(� 1 , 5 11,{ptr 4200 yrgra R:o. , °- .°10., 1 1 - 3� I _. "i' PAaewawYn r - � r M a(D N � t1 N;(�--ani ti -p•:o,G"IO Ib ° L_ k � ' �RD' .R a 7 ! - r IN1w I � a +41_pn in T1 IZ• P 1 >Y-1 I �L46 3 _ PROVIDE ANTI-SCALD AND/OR If copper Lubin is used, I F I Em PK.f u Z _ ro .h 1L 1'10. Fro IT` D - t I ' M THERMAL SHOCK PREVENTING for water distributir.rg -- ---r 9'" GcwT P.L. 7c.o8 +Zf.2Y: I r0' Grrn jp g : o = I I 1 M DEVICES AS TO PART. 902.6(K) system; piping shat.! ;;ni -� n - C` w/GrL//oKio y./Ly.M, r d- of types l( orLonly �M $ _ �• r r 4 . g t '� �- I I N.Y. STATE BUILDING CODE. - I 1 f9lW_ w IrH CLB4u FILL- I ` UNDERWRITERS CERTIFICATE �• M � — ! Qj'.i'0'/4 I ' I I I ' _ sot _4 B I° ." I I ComWNc.TR57o e. QIuT-Y REQUIRED IL"K9W rttER T-- rt 11 I ;,, - rt - ro,FµD 1 I I r To r� �" �1' '„ +t, o I LUMBER CERTIFICATION PLUMBINGRLINESN L-- 0 LEAD CONTENT BEFORE ALLPLUMBING WASTE d ,e4 K i'!• ,� 1 G�7NL ppav L J. &WATER LINES NEED I a" vKr lfnn�eLw. I - _ - _ - - _ - o c . C TIFICATE OF OCCUPANCY j — Ii a — ' SROµ TESTING BEFOflE COVERING OLDER USED IN WATER f o FrG ` N N I I ro Lo Pre" AWVF- UPPI-Y SYSTEM CANMOT [ n 1st O'-d• �' CEEDA DS IG Oc, ; I o' d' -"'t (T' ASNOIED u• ",P1211i 2W2 ;I��J 2K/ b cGA I j7j NOTIFY BUILDING DE ARTME AT u7 Y 760.1809 B AM TO 4 PM FOR THE Wopo gt� 'Z I ' r f a - t FOUNDATION • TWO REQUIRED o -( 14-4 14 4' r Iz I = FORPOUREDCONCREtE - -1 O hl I TA = ROUGH • FRAMING i PLUMBING _ _ rY0 Fta_o'•of, __ _ 1 Y I a� �,.y� �5 3 INSULATION N S I L - - - - - - -_ _ _ _ _.- - - _ _, a I N 4. FINAL • CONSTRUCTION MUST Y dqr _ d 118E P7.� Fol ALr.. Ftz., wM.L BECOMPLETEFORC.O. ,I.",� rte' . �"� ' "-" ." . , ti,: ,. o _ _ - I �\ -,(-APA ALL CONSTRUCTION THE REQUIREMENTS SHALL THE N.Y. 0 -� 2x(p 2820 Z, v a Pf43 A,"xQo" Gown. P.C • w� 2. 4+ REw N N 4' AV•10E/t3lM1 0 I 'I, I VlAu-F,.,2 /kJOFjLyErl Zk4 �p STATE CONSTRUCTION.I.ENEF;_OY _ o• ;�, d !v*" I '(,o.PIFFat ' �Sy " HI.AUh S"�/CmrtY A: YW DESIGN .09-CDNSTRUCTIONONSIBLERRORS dl h a1117 : SL79i cvfP N S'-to/i' Htir Ca.u. Wau-5 uSE Z WAS � BMW ��/ISror•tg � " r - �' r- .T r- T^ are.• - _T of 2• tt4 RE�RG .pIN>r, •Row tar I "t I 22x8 Or. aDrc „ °:' I ;:: o'�o^ I I :� d [o^ gSLa..r •r,o• f "40. 5E<0110 P� a� REQUIRED YMAR 12•ZI-01 MAr-E FIRE F -Ac.£ e4,;e StEre 4-L" 5a oo -ro. r-4o. 717.3 (6 (A)OR f31aGr.2, AW R.d FOIL 144u-0 c cvr04T. L _ — — -- — - -� COL F'rc,. Z4''r21"x12" CoNr , 9,G• FT6n N.Y. STATE BU DIN fl Z-20-0 /�v0 stt., CoL . d Ftu. N'wc. _ W13Va" o:D �xV) 40 5t4 CDL. ' - -- -- — 64(n aalL,r-40 w4&. F**w g„ ro Ip") \ 11f C (q) - 10 W GONG PIER �— — — -- — - u-mr swe q" co tr. pc , u/ .G�nll PowY caG, f P 8a5E b (3) 12`?o'w°Y I - u.1124"v 1.4`:r I V, VAPOR 3AR¢.tEK oµ lwE+..l. 1 IAwEs.) Il KIIti'g4 ro"+c. FrG of cofMPgcxsy yorL . PROVIDE SMOKE-DETECTIN OCCUPANCY OR I� Y e 1Pt. L T.O. ro f tom 4p'.3* �4a10 vrt" w�v ALARM DEVII'ES USE IS UNLAWFUL },'°' So"" *oec 3 �' P AS TO PART. 711.1 WITHOUT CERTIFICATE • h !ro"1 -7Lt:' ( '+'� T-co" k11 �,.� N.Y.SBUILDINc ';09E. aF CCUPANGY DO NOT PROCEED WITH " O( WIJ°OLt oP'Pc, o FRAMINGUNTILSURVL1 cpwl�nw �0 OF FOUNDATION LOCATION I'4 5" LP=B` �' Ilo'•B° Cv'� 4' S" 4' HAS BEEN APPROVED. DON�� 01 5 " 3o'•O" 5W" 25' 3` PROVIDE OPENINGS FOR � r EMERGENCY ESCAPE AS PEQUIRED BY PART. 714 OFr' r,n d.Y. STATE BUILDING CODE Ga(o 9" PROVIDE /, HR. FIRE RATED SEPARATION TO � tlp14.^ II 4 ART.P 4 717.3 (f) (I) OF v R X STATE BUILDING GODB ' ; , .h .n , ''t .n i. ' • u. S ,.. tl _fY�',. i, 1: I F ! -n1•vT . .., i - • .., . . _ ,.. ,, , 1 - .i ., :c,�-, r v� ti`<„.n, , v" fr,l.�ir�'r...*,d"'1•,n y i _ , ,_,�P•�',.'°T^,4-„ep �.,,. . . - ,, „,--.i"��• ^.,t^-'-, -,� , ' . , ., .,,,.i.i > .l,,;rin,. l.-.r,,;. 1'� e'l, !T:-•d-- I„fi, ^1 ,-,.�., "'"T""y"mr .ati ��ar.-v-m..,..T- .' ,. T,-',T`,.'. _�- -, - G �xv'77 ". . e — — -•tr- -.__— "-__--- .. .. -- "- - __ - - _ .. - .., .-.- , i 1` . 1 59x' Iq•'-[H'/ti 3(r Lu'-Ili 5h` 24-ZYz 3Yz '� , e 3'-og III II'/2 ¢.°. Wluxxw 4ipccQ VINGe•.r 1"IiNtO"r LJIIJWuJ 51•S'�', FA""W I ne 11 n R,I•l. ` SLI�/g'x(a�to Q.O 4'•34 '6-� Y�8 R• 3'-3' R°. 5'-314 A GENERAL NOIn �'S —' GENERAL 1. CONTRACTOR TO VERIFY ALL DBAENSION9 N THE FIELD 2 CONTRACTOR SHALL'CALL TO THE AThBITION OF THE ARCHITECT 19741 T�Ir FLN I CR GENERAL CORTRACTOR ANY d19f�0AMCES OR ERRORS IN THE DRAVANGS OR SPECIFICATIONS NNOI MWT HAVE A' BEARING ON Y+V4 THE WORN 'Me SHALLB,ftvom ,E FOR ANY OAMAGHS RESULTING Q HEG4EPnw To Do SR YI F 2 PROVE SMOKE PE'IEC101CS ACDQB4 OW TO HEY, ,STATE WILDING I ^^ 1'1"SSOL mow CAP061Y SHALL BE P-TON PER S0. FOOT MINIMUM O STURBEA SAND OR.fi11AVEl k d/�IZM. x �i 1. CONCRETE ALL NDUYUH 300P'PBI ,N SioHiF. M 4�3" 2 Zwf:ORA MINNIUM� 31A . S♦ 40 OftAMMfQS AND SMALL BE M o� 20IL0.2W 10 THICKHESS AND HEIGHT 3. FOUNDATION SHA�, BE 3oZb-2w 5Dlag DYSY I LQ?o 2(e22'ZL ( INUCATED ' I O�tHO'M AE1L NBRAi� ANP OR. fmM EACH'SET OH. a. F�I.UORSL ANP' t2' fROY RTHICK - — - � as Iac - 2'x22' - ar w . ARN�� diKl CONETE _ w a � aI'.1, �TMEF,N` SLAB MNO WALL$ RI$SALL 1 f2' 'ANt7f 7- O Not ; A' GMACE SkAB B Y;' of #El#lY4 PARE MESH R� GARAW IAEA A7SphH�il-T MIPRTE�NjA BI�a�L1 711 FXIEM. w * N N m W151P0 M UQ -- QiT SL•AbeT4 BE w2",THkk o P METALS NBaCMN Q �Nt '>k I i 8IEkT. BEA�AL COIrtDRAl +A*�'Nkl. B LESS THAN 4" sPEgFl S w 7 - Zp"Kbm" Cl Wo X11.6 I yf I^ h J` 3. FUTC1t P1.ATf$ X14 Mi 3LT9` "pp�W4S F%-ORU,'ALL f?. Fleeeor 0 00/ I WL/ L CL z SREIXnRp { tFRY' 7�PON i,1U-tf,1;1 90••32" Pb �IOc��l�: I. M17H 5T ` 8 - S p° 1 L: "" ' r4 I' a N ru s. ALL A STs LaR A >d ° S6AM W -DRBL 1 3 , - STFFENEt`A�6p�94ALT.' A °HWINT9 ' SIR pCATE1Y^ BY 3 T ".A.P. a7EEl. S%M�tMN {� _ k rh �V - ( Q.EF16A iSY , m µ 5Yi'r 14 DRoF �A�Y.HIrAi N t: A MANG 9+2, ,L BE "STMB+61P�D01)GLAS,FIR4L,A!?GH a N I 2. sA% , 1' M1/H DOUBLE v '�._ o �• _' 1 511 ° Ht�BE� �•BE, 2 % T- �1 mid- O "i,-a" .3 rSP LL to B'h'p HT(4 1�1tL"tJK J o .,, . A96r ., 01 �CLITEP GN RI•FMS . �- C ., rWh Fi•0`Y� a•P6. QEH¢YNGY h x N r h je - r• 5. ALL AAE iASTEME9 VATH RATER ro WAW '�Y ` 2p�46 I r ON'VANIIBU;I�T ,--� B OR'_APPItOYFrA EOUA} ' S. AU PRE F27� 9H7YA.BE' tv Bw ]I-fa UP ZL�,. 9 r T5 A5,INIRCATEO ' 15 T S- 11 LB%RA y,°u U �1 0- qi T• VAI TA HAT" �, �►NJJBpl1 EENIdBR m 0 I •! — \" 0� N e: .:IYIP BEAMS 1E wA'A, DOIIBk • @ _ no i! .T' D _W�f IPWP ti s. POW AW 'kFAMwwI t1F 3 o TDH "M RM �r ° WDICA7lEOP swBte eN G9 . a I-`S 10. ALL FClWT.. �' �Y FROM - -_ --_ — tILEdiN,Y'l1� T 1 rr j•FH 2L�' 1 r M 12. ALL'RAF%" GALVANIZED STEEL HURRICANE, 10'r _ To THE YD0 I 1� H TOPRI-AL VA1N •y 1 3�a CUPS ^ $INRSON H5 11t E�K1A1 •p LL� I II IP'I "'J 'L'1' V $V s L g +Z - IN N I LP'k° 3'h" L3'/� 3LBrr ?iF2o o� — 2. FLAT GauA&REwiHrtiusg Rtu.tFuNG ft-5oc o utor ee10 I Dopes I / ,rb$ �' 2822 ZSzT >H 3. E�DR wALl6 WASE piq c2P.Or ) � �• 4, BA9F]lETll ANO.t'1QR USE R-19 D6AL+NN p I ° I' i + 5. SOUw BISUI,A'GaA'a�11 BE FLOORS h ALL BEDROOM$ k BATN' = ZL d N' m IJ I I ti s II I .D v tzM. I I I I I I r LAlb HPb 32t'(f HOR ' 1111 , \ I �za Zw ) ' I 1 � ' I ' � __ _ �2b•ul I I I I � I ' � I ' I 'I I '�1 vuooa Fri w —=_—_ 5,6.x4 H+auA�eY+T I ✓•-- — _.. - __�I o 8 � HE LOWl Y CP�'A`µ y Co4wN I C-wlw.l I r. [ar4kw I pea.ua..rw ��r•O'r to. 2''re K 4.517. 1 11 FP,�-•I F"� �j I'I(�I/Z• I wr. 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"r-��-�Tl'elyt�- n _—�. • — __ _ _ . •-• --•--_•mom--•— _'-_• _ _ _ _ _ ___ _ 1 I I 1 � I 1 O.O. <9i Gj A N s • � (t,okR U 2w 10 RmGr c N 7 W - ' N i 1 ILR yipito ¢ Wcn2LR� a iaK¢I o x Vol&, llp,"oA. 16" fta" i ry mQ � J Z•2,ee vP' I �.�i W �9�'2i� , � � �.zem 4f� ,4 a"E w000�� p'GfiM(�R. ippY jla«g ok#+" PM= Rsetr♦AprrCs!o� ' DONNA & JIM BWF=E ' 1 F .. r e�,a•a: v ., .,.. �yY.F['i-'T�"`T^^;"�� --- T-e+.r*- .>„--as _ , .- _... �, _ -�s, ..--, -.,.,re fir,, ' , - . . _. _ •77771 !�f 4- ,., - , „r.,,,Y r ' / �Lphl.ltdfn , r 12- I 9 it I QW Tiff I T ! 5r, —4-1. _ l 04 SIDif. t2 12 I pYtl o � I' s = 3 10 I II 1 2 �q I ?.f_„W-L4FP well Pi 416M w tt+ l I I . - LLL ME '/ cyrf - II I I , s 44 4,4 N — I X p ` I Y ' i y e _ i pt a5ul 1.1q ILL] iP� J-r VIP. 6'�T - - - URI ii� ZF- IP7 e r-WF- cot M eZ� F4 F- Ig q,4. �C D.D, 00 0PLO& SI-0- 7-C (J4 r,& �-=Vpte�l o ii'l �4 L=s LI �MIC,4T' WW�14 Two A, 4 tt Coe.k4 -rove wl"totw Ffl ET�J RUM it IHEI ii, P"m WMM YOR F4D DONNA & JIM BALDRI FdLDGE UK so�ow N.Y. 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JI.- 0 . i./I✓1 `-- �.--- A[Chitect CHECKED 6f: EW Ilm SCALE: AS SHOWN t+"'r-t- , (� ,�.•f-� i / ISSUED DAiE: �Q L. - . 5 ^j1: ry rr I' r . ATTIC FLOOR " a" 3'-2 :Hod R I II ; 2003 , UP A SECOND FLOOR TO ATTIC I HANDRa Lr ► E2 2ND SYGODE SECOND FLOOR TO ATTIC Z — 13 RISER @ 8-3/16° p 12 TREAD @ 9-1 /2" O m 7. o l"1Ad l 3'-2j" m 6" � m SECOND FLOJJ / 4'-0" I� FIRST FLOOR TO SECOND FLOOR s -' StAI � CQ UP A t STRINGER DETAIL o ll SCALE: s" - i'-o" ffi 8 G2 �TYP o IST HavA � FIRST FLOOR TO SECOND FLOOR 3�_4j.. �' - o v+ o 51 COOP ' _. o m 0 3'-2 16 RISER @ 7- 5/8" K O m a s m a 15 TREAD @ 10" FIRST FL00 m a I 4,-6.. 4'-3" BASEMENT TO FIRST FLOOR z wo rn I p m rc S 3'-24^ 8 z m m ce 3._23,. / A Wo BASEMENT SLAB m ' UP A gg� BMST OFi HAuO �L 6Y ,DOE — BASEMENT TO FIRST FLOOR 15 RISER @ 7- 13/16" 14 TREAD @ 10 REV. DATE REVISIONS 5.1 - STAIR SECTION "A" I I 1APO tlpuolzn,ts - - - - - 4'-3" xxxxxx 13ALI�RI=>GE xxxxxxxxxxxx xxxxxxxxxxxx STAIR PLANS �'�=.. STAIR LAYOUTS SCALE: 1/2" = 1'-0" PROJECT MANADER: RICH ANDERSEN Eric Woodward DRAWN BY: RNA DRAW. Architect CHECKED BY: E.w 725 YMdmi In Suuth"tan,NY 11968 SCALE: AS NOTED —.— - - - (631) 283-0133 ISSUED DATE: n-n-az OF K:\Dnwingl,\BALDRIDGE\NEW DRAWING\SECTICIN & STAIR DETAILS.dwg, I.'.T FLC)OR, ll/lt/2002 05:30:02 PM, Rich T . - ----- - - - 314 f - - - -- - El El I li n I � axa'- - 211 HA*rM 131 I Z --- - - -- --------------- --- -- feat -( a k\ wr S -lU� l M I'/Z 5w€Sto,,lE t. � v L Mf�`71'IgR p�DRfn FP. t.1ac� 4 ' Goy cA13 I . , I S'l� 2 I (o" O.G /50T 4Wp,,fS 2.� wa , _ I u�11 'I4 D5L - I �' SuPOur-� nay owuE2 .fin 1 1 h 1 � oN 11 � — 4 � SUP PSI r 2'-n" t P1 PS q R e4 2" oasn,�a Mom CCQL Go, PWW000 --- 5J3 FL, Co w / CO tS I _ � Ak JUN tSUEt, 4-L� I�Irzfcje— - I I J ^i vn Rr� 0oF �— � ! 1�G!.Ic.K- I. . I =� `'� �-�f•�1G.� f� 2Q- �RvUC_ Cc�vu,�i I I I -- PROPOSM R69 UCH FOR DONNA & JIM BALDRIDGE � eoMN Un SGUMID N.Y. IVI I c, ({?M. Wc�JD ��1� LlV'" Fm W000 3u 4(A I�2 11=1 ` Eric Woodward mu m i wuucu: Rick AHOExscN muw. Architect a{ECKC6 Frr Ew O W W &A-V�RIM SCAM' AS SHOWN ISSUED GATE: IF -02 it El rruu x R� ! , MA�tI;2 17.tvt - \ 2" ale --- -- — —_ —_-- _ IS•, " � 2 I I �_ Atm N d — - - Iry At1GLPL � N I R1UL �I�E: T i tv -- -- __ `I/s f ` _ MA�t r=,rz- t�scrzw F P. rz t3ru x ca c s6s � �-I 2xh k�� MtL StOH.t� WIA NY�LL ��' 6dPPLHF� Pay ou�,UE¢ �` u MA z a �Ha `ur 8 8 a 70 �IT� Ire=�rasL 3 4 K 4{ n •.t . - � � 6LIp PIS -Il" t p, i �� I•D. I I I d I tM1 Int \ P� P"c W� � �_� I II�III—ll 1( +I 2�' � G�snwti HAY 07.003 !11�� S raw coorz�. 'f,0. g�Ywourl 5Jh FLS I � - 1 � I 2' rG,� a>r• � I� �i✓✓Ac��l� h-} GJ�'+�It�'}•^f- �.'Ot`LC.� 13t,F,iyp \ 1-5 •PHIS PVi(AHIk- 2 AUL, � I I � I I "�'� ��r-� � �EA.r � ' t y aUOe. 44,L X12-ick- \\ �c:?JQCSi C7I�A'W Ie�.� "�4t 0 Y� CHA,�G + as o (�. 1` ZH�. TT32He..IL Cpo�.'S1L�� OFIeM�� -- PROPOS® RIMMon MR DONNA & JIM BALDRIDGE � HORTON Un. SOOTHOW N.Y..-IVI I� ' r`i. l •l D {� }LIN G, LIVI" . RK wcoo f3uReoLc, StwE DMTA�L.u.m PROJECT Eric Woodward ORA" �MANAGER; �N ANDERSEN DRAW. Architect CHECKED BY. Ew "YrY W A.MMyr,tI INN SCALE, AS SHOWN 0 �pq m-atn Lssum oATE, t— —G 2 I I I 8•_ ,.. ATTIC FLOOR 1 6„ 3'-24 < —/z Is )4 �Ho . 111 I u A 4,_0„ SECOND FLOOR TO ATTIC I HMZRA"L. '5PZ4163F2. 2ND $Y40DE SECOND FLOOR TO ATTIC _Z 13 RISER @ 8-3/16" 12 TREAD @ 9-1 /2" , h P Ff 6„ P m 1 m SECOND FLOORe• 7 4,_5 „ 32" „ ' 4,_0„ �,rAI R- 4._6„ FIRST FLOOR TO SECOND FLOOR s -12 2 I N6 (n � Z up A STRINGER DETAIL , ~ 1I SCALP: 64 1'-0" % x o Ar-rP IST 3, o o 'bY Cooe 3._23 d FIRST FLOOR TO SECOND FLOOR $ — 16 RISER @ 7-5/8" o m ., N II N 15 TREAD @ 10' FIRST FL00 � M 4,_6,. 4'-3" BASEMENT TO FIRST FLOOR 3. a m I Lr O m 1— rc (n 3'-24" z rvoo ;:t2 3•-23.. — O � BASEMENT SLAB UP I A BMST TIT?. HAW*Q/bll 6Y cooE — BASEMENT TO FIRST FLOOR 15 RISER @ 7-13/16" _�� 14 TREAD @ 10 REV. REVISIONS REVISIONS I I I � Q, 5•Ilo-cry Aoo NGIOR.d,I < ------- STAIR SECTION "Alt 4,_3,. xxxxxx S A L LJ IZ I [_ > XxXxxxxxxxxx XXXXXXXXXXXX STAIR PLANS `o AIR L -, rt.rU -i ' - _1 -- - -- _ SCALE: /Y = 1'—O' �� PROJECT MANAGER: ruc r• -r.l Isrr� Eric Woodward DRAWN BY: 1KA Architect CHECKED BY: Ew p 225 kdmi Lane Sau mptm,NY 11968 SCALE: A:. c iu I� —_ _ (631) 283-0137 ISSUED DA7F: n- r-o^ _ cl K:\Urawm9s18ALDRIDGE\NEW DRAWING\SECTION & STAIR DETAILS.dwg, 15i FLOOR, 11/11/2002 05:30:02 PM, Rlrh