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Home My WebLink About31473-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY Rr-T AM197cFi1 Date: 10/01/08 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: MIDLOTHIAN AVE FISHERS ISLAND (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 9 Block 7 Lot 8.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 22, 2005 pursuant to which Building Permit No_ 31473-Z dated SEPTEMBER 26, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ALBERT H GORDON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL, ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 3004580 04/25/08 08/26/08 RAVINO PLUMBING ut rizeJ Signature ' Form Na 6 - TOWN OF SOUTHOLD I' � BUILDING DEPARTMENT TOWN HALL I�' ■IAi 2 ,,__,.j ;�, 765-1802 0 APPLICATION FOR CERTIFICATE OF OCCUPANC�' - TJw_.._=.c TiVL� This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9,1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $25.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. .f iO�DB New Construction: Old or Pre-existing Building: (check one) Location of Property: M 10 1, Or H /A rl A V C= r/ S/fF'R S ..rSL A'wD House No. Street Hamlet Owner or Owners of Property: F} L. 13 eA 7— /-1. & G R D o .✓ Suffolk County Tax Map No 1000, Section O O cl Block 7 Lot 00,T, 00 1 Subdivision Filed Map. Lot: Permit No. 3 1 y 7.3 Date of Permit. 2 6 o Applicant p, /3RooM —f%of� �✓Ri4 MT�Sti c Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ .Z S C /Fit i . - y F. lel' a'we"ewr' r4=,c5 —Underwriters Approval: — /-4rr.w>oA-y —, fl�p� x)'rv9 Final Certificate: V'� (check one) FPR /A(, P 13ACIO M—.�iovS.tewit�/Gff�'f/iJLvc Applicagt $i �e 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. 31473 Z Permission is hereby granted to: ALBERT H GORDON 10 GRACIE SQUARE NEW YORK,NY 10028 for : Date SEPTEMBER 26, 2005 ADDITIONS AND ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR at premises located at MIDLOTHIAN AVE FISHERS ISLAND County Tax Map No. 473889 Section 009 Block 0007 Lot No. 008.001 pursuant to application dated SEPTEMBER 22, 2005 and approved by the Building Inspector to expire on nrtnory 0c �nn� Fee $ 588.00 ORIGINAL v. 5/8/02 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 seta of Building Plans TEL. (631) 765-1802 Planing Board approval FAIL: (631) 765-9502� Survey 31 Lf=TCS www. northfork.nett uthokl/ PERMIT NO. Check Septic Form N.Y.SDB.C. 9 r 2 }^ Tniateea Examined 20 Contad: a= 20—= Building 1 22M t APPLICATION FOR BUILDING PERMIT Date , 20 6 S - INSTRUCTIONS a. I his application MUST be completely filled in by typewriter in 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 m the premises available for inspection throughout the work. e. No building shall be occupied o used in whole or in part for my purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Lawn, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal m 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 promises and in building for necessary inspections. � (Signature of applicant or name, if a corporation) 70 Rae C (Mailing addieea of appB State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or b IF V cant is a nature of d I authoriz� officer �� B,,�,�� Y II -ti res 'C aaitt (Name tie ofce ) Builders License No. i 3 O (a 1 RT - Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on County Tax Map No. 1000 proposed work will be done: WE Hamlet /0/A Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy proposed construction: a. Existing use and occupancy 1 Q(nl.£ 1iM1�1.1 D-C1061�F b. Intended use and occupancy Ste (olz �74ri11c-4 C�.SI DEr.SC� 3. Nature of work (Fheck which applicable): New Building Addition Alteration Repair ✓ Removal Demolition Other Work �yr (Description) 4. Estimated Cost f j 100 DBd Fee cfl ISD (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars &( L 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Al A- t 7. Dimensions of existing structures, if any: Front—10L . S ear I b 1p . S Depth 2.' Height 2a r Number of Stores1 7 2- r I Dimensions of same structure with alterations or �ddtions: Front I I • S Real Depth 42-1 Height Z$ Number of Stories 2 2 8. Dimensions of entire new construction: Front �5� Rear Z5 _t Depth �S " Height 13'—I01/z" Number of Stories 1 9. Size of lot: Front 3DO Rear 2$'>t Depth S%5 10. Date of Purchase 9 l Name of Former Owner 11. Zone or use district in which premises are situated k 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NOVI- 13. Will lot be regraded? YES_ NO V Will excess fill be removed from premises? YES_ NO V G/a Mdlo "dXi E5a 1 Z ' a 14. Names of Owner of remises ( /dl Address � v Phone No. Name of Architect Address IU IJIcJ• U tJra..•b rYhoneNo Name of Contractor Address 1.21��a8hone No. 2 - No 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BFREQUIRED. b. Is this property within 300 feet of a tidal wetland? • YES_ NO • IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at my point on property--prroppeerty is at 10 feet or below, must provide topographical data on survey. CPW STATE OF?FEVCr %K} " `SS: COUNTY OFMA/_v1yS IXyl^ y i�hU(J 4tryt \ being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner ad forth in the application filed therewith. Sworlp i ore me chis A _day of t s` 20� otary lic �a,,•_1.�\� �.L.Vt11 lu FIELD INSPECTION REPORT DATE COMMENTS , FOUNDATION (IST) -------------------------------------- ----- - ---- FOUNDATION (2ND) FOUNDATION oAwl-.44w.D �C 2 % -- -- } f U - z ROUGH FRAMING & PLUMBING y l _ INSULATION PER N. Y. STATE ENERGY CODE 44 — "3 -- -- - FINAL ADDITIONAL COMMENTS - - d - z O -._._--- A ------ - -T, r J z _ �y x d b o�srrrrrsrsrrt nrr�nrn��s�s�rs�r�rss��r��n��s�lrnLs��L3ns�L3rL3Ir ss�r�r�ss��L.n�ns�sL.r3 �o+ 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 S5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 ZELEK ELECTRIC CO. ALBERT GORDON 5 5 187A BOSTON POST ROAD MIDLOPHIAN ST. OLD LYME, CT 06371-1384, FISHERS ISLAND, NY 06390 5 5 5 5 MIDLOPHIAN ST. FISHERS ISLAND, NY 06390 Located 5 5 C5 at Application Number: 3004580 Certificate Number: 3004580 5 ns11 Section: Block: Lot: Building Permit: BDC: 5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 5 Basement, First Floor, Second Floor, Third Floor, Outside, 5 A inspection the limited to devices and wiring to the extent detailed 5 5 visual of premises electrical system, electrical herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 25th April, 2008. 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of Name QTY Rate Rating Circuit Type 5 5 Alarm and Emergency Equipment 5 5 5 Cj Sensor 5 0 Carbon Monoxide Appliances and Accessories 5 5 Exhaust Fan 5 0 F.H.P. Cj Dish Washer 1 0 1.2 KW Cj 5 Oven 1 0 40 Amps 5 5 5 Pump Motor 1 0 1 H.P. Furnace 1 0 Oil 5 5 Wiring and Devices 5 Outlet 87 0 Fixture 5 c5.1 Fixture 79 0 Incandescent 5 fj 5 Fixture 8 0 Flourescent Outlet 178 0 General Purpose 5 C5� rj Receptacle 113 0 General Purpose e5 5 Switch 75 0 General Purpose 5 5 5 Receptacle 1 0 20a Laundry Receptacle 1 0 30a Dryer 5 seal Receptacle 15 0 GFCI 5 Continued on Next Page 1 of 2 5 c� This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 o s�� s�srn��ss� ��s�s��ss��s��TO o 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 ZELEK ELECTRIC CO. 187A BOSTON POST ROAD OLD LYME, CT 06371-1384, Located at MIDLOPHIAN ST. FISHERS ISLAND, NY 06390 Application Number: 3004580 Section: Block: Lot: ALBERT GORDON MIDLOPHIAN ST. FISHERS ISLAND, NY 06390 Certificate Number: Building Permit: 3004580 BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Third Floor, Outside, 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 25th Day of April, 2008. Name OTY Rate Rating Circuit Tvoe Service 1 Phase 3 W Service Rating 400 Amperes Service Disconnect: l 400 cb Meters: 1 sea! 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. C Town Hall, 53095 Main Rood P.O. SM 1179 SOuthold, New Yak 11971.0959 BUILDING MAATMENT TOWN OF SOUTHOLD CERTIFICATION Date: c Building Permit No. Owner: It L�(`Q (Please print) Plumber: I©n\ a3 l' -A) 0 (please print) Fax (631) 765.1923 Teh96aw (631) 763-iM2 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ST.4-rE—ot= NO -U Yo I "Irs �� C'DuNT'p oi= SOFFot_x ' Sworn to before me this '& s day of , 200ff I �' I ✓I Notary Public,(k County MARY 8 PANKIEWICZ Notary PublicSUte of New York 6104 267950 Commission Expires 4l �o�ao ro Qtwf�ad �- �oll� C,pun� REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release 2 DATE: 06/12/06 PROJECT TITLE: Gordon House at Fishers Island Bldg. Dept. Use [ ) [ ) [ ) [ ) Ceilings: 1. Ceiling 1: Cathedral Ceiling (no attic), R-19.0 cavity insulation Comments: 2. Ceiling 2: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: Above -Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-17.0 cavity insulation Comments: 2. Wall 2: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: 1. Window 1: Wood Ftame:Double Pane with Low -E, U-thctor. 0.350 For windows without labeled U -factors, describe Eatutes: # Panes_ Frame Type Thermal Break? [ J Yes [ ] No Comments: 2. Window 2: Wood Frame:Double Pane with Low -E, U -factor. 0.350 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: 1. Door 1: Glass, U-fictor: 0.350 Comments: 2. Door 2: Glass, U-fictor: 0.350 Comments: Floors: 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Heating and Cooling Equipment: 1. Boiler 1: Other (Except Gas -Fired Steam), 87 AFUE or higher Make and Model Number 2. Air Conditioner 1: Electric Central Air, 12 SEER or higher Make and Model Number Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the warm -in -winter side of all non -vented famed ceilings, walls, and floors. Materials Identification: Materials and equipment must be installed in accordance with the manufacturer's installation instructions Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals $r all installed heating and cooling equipment and service water heating equipment must be provided- Insulation rovidedInsulation R -values, glazing U -factors, and heating and cooling equipment efficiency must be clearly marked on the building plans or specifications. Dud Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to R4. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R- Retum ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. Dad Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). The HVAC system must provide a means br balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable ofautomatically adjusting the space temperature set point of the largest zone. Electric Systems: ] Separate electric meters are required for each dwelling unit. Fireplaces: ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. ] Fireplaces must be provided with a source ofcombustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is pan of circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from nondepletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 T or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table l: Minimum Insulation Thickness for Circulating Hot Water Pipes. Heated Water Non -Circulating Runouts Circulating Mains and Runouts 2.0 Tempe acute ( F) 170-180 Un to 1" 0.5 Un to 1.25" 1.0 1.5" to 2.0" Over 2" 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. insulation Thickness in Inches by Pipe Sizes Piping System Types Ranee( F)F) 2" Runouts 1" and Less L25" to 2" 2"5, to 4" Heating Systems Low Pressure/Temperature Low Temperature Steam Condensate (for Eed water) Cooling Systems Chilled Water, Refigerant, and Brine 201-250 1.0 1.5 1.5 2.0 120-200 0.5 1.0 1.0 1.5 Any 1.0 1.0 1.5 2.0 40-55 0.5 0.5 0.75 1.0 Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Dcpatmmt Use Only) Permit Number RFScbeck Compliance Certificate Cheeped By/Date New York State Energy Conservation Construction Code REScheck Sollware Version 3.6 Release 2 Data filename: C:\Program Files\Check\REScheck\Gordon House at Fishers Island Revised June 2006.rck PROJECT TITLE: Gordon House at Fishers Island COUNTY: Suf61k STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non -Electric WINDOW / WALL RATIO: 0.24 DATE: 06/12/06 DATE OF PLANS: 06/15/06 PROJECT DESCRIPTION: Upgrades to existing heating and exterior envelope Mudroom Addition DES IGNER/CONTRACTOR: Jonathan P. Butler AIA LLC/ H.P. Broom Housewright Inc. COMPLIANCE: Passes Maximum UA = 1032 Your Home UA = 1030 0.2% Better Than Code (UA) Ceiling 1: Cathedral Ceiling (no attic) Ceiling 2: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low -F, Door 1: Glass Wall 2: Wood Frame, 16" o. c. Window 2: Wood Frame:Double Pane with Low -E Door 2: Glass Floor 1: All -Wood Joist/ russ:Over Unconditioned Space Boiler 1: Other (Except Gas -Fired Steam), 87 AFUE Air Conditioner 1: Electric Central Air, 12 SEER 0 Gross Glazing Area or Cavity Cont. or Door iffimtl,¢ �r ue SLC Victor UA 3629 19.0 0.0 189 560 30.0 0.0 19 4276 17.0 0.0 205 816 0.350 286 264 0.350 92 945 19.0 0.0 47 139 0.350 49 20 0.350 7 2891 19.0 0.0 136 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belied and pro ssional judgment, such plans or specifications are in compliance with this Code. Date .,_ Js�TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE. DIST. SUB. LOT E ACR. FORMER OWNER N : S r ' / Wr TYPE OF BUILDING SI-1SEAS. VL. FARM COMM. CB.MISC. Mkt. Value ✓ ✓ " LAND IMP. TOTAL DATE REMARKS jT P �> S6 Uxcr�5 1 1p, 2oD '/ pfi� �-Colp61, He.4.2tpe--Is per C� I S GC7 Z3 BC�CJ zo B'7 II d �l%l --BPdI l a/ - Cole flt MUai'Mfo�xis.�w�ll n9-FC/�D.OG D o t1 a 2 0 2(P -� Slt[73 Gl cid i }iooS t if tefa t ons So© o Boa " 2 $Op to i7 q 4 3/5-18 �e Dices 9 P# ;k 1 /0 AGE /� BUILDING CONDITION 10119OS !3� 31535 n- 1a eS SP-►*' IS7F1/ (iTjtCunApooj* {tinct. NEW NORMAL BELOW ABOVE FARM Acre Value Per Acre Value Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total DOCK OWNER STREET VILLAGE DIST. SUB. LOT FORMER OWNER N E ACR„ S W TYPE OF BUILDING ES SEAS. VL. .ARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS S70 e o iso AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Acre Value Tillable 1 Tillable 2 Tillable 3 Woodland Swampland Brushland House Plot FRONTAGE ON WATER FRONTAGE ON ROAD DEPTH BULKHEAD Total DOCK F1 ''f V 1 MONS■■ MMM ■ONE ■■■■■■■■■■■■ ■N■M■■MMO■■■HIMEN■M■M■■■M■■■ ' MEN ■ !__VE M IMM■M■MM■M■M■M a . , ■■■■■■�MINUMENgiS■■■■■■■ MEN ■■ _ _ . _ _ ■�I ■■ON■MEMS ■if■■rl■e■■■■■■■■■■■■■ ME12002MUMMIMMEMEMEM MEN ■■■■■ ■!■■®■■■■■■■■■■■■ M. Bldg. Foundation BasementFire .. .s1 , Place ype Roof �� .. ..®Rooms 2nd Flod F1 ''f BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: APPLICANT: DATE SUBMITTED: SCTM#DISTRICT: 1,000, SECTION: �BLOCK:, LOT: SUBDIVISION: iu ADDRESS: -CITY: 1=7 ZONING DISTRICT: &CONF RMING? BUILDING PERMITS OPEN/EXPIRED: PRE : YY P bj-�8Pv// Z r0 Z- •—INFO BP - z— , • ' -- -Z / C/o Z , INFO /I -Z / C/0 Z- ,INFU SINGLE & SEPARATE CERTIFICATION -REQUIRED NOTES: LOTS 40,000SF -100-24. Lot recognition.(CREATED before June 30, 1983), UNDERSIZED LATS FROM JAN.1997 100-25. Merger.(A nonconforming at any time after 7/1/8 REQ. LOT SIZE: REQ. FRONT_ REQ. REAR dl - ACT. LOT SIZE -3,4 t PROP. FRONT, PROP. REAF PROJECT DESCRIPTION: ESTIMATED PROJECT WATERFRONT? LO DESCRIPTION: BULKHEAD? DISTANCE? 9 --LOT COV.,10 b ACT. LOT COV. SIDE ACT. SIDE REQ. HEIGHT PROP. HEIGHT APPROVALS REQUIRED SUFFOLK COUNTY HEALTH D YES or TOWN SEPTIC RECEIPT: Y or SE TIC CE. NEW YORK STATE DEC: PRE -DEC 9/1/75 YES or/ SOUTHOLD TOWN TRUgiEES: YES , TOWN ZONING BOARD APPROVAL: YES o TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE (SPLIA): YES # , ,-FLOOD ZONE: 3ED #): DTE: / / PERMIT #: CATION: Y oV115— DTE DTE: DTE: PERMIT #: PERMIT #: PERMIT #: PERMIT #: �— NEW YORK STATE CODE COMPLIANCE (SEE PAGE 26 or NO NOTES: o� FEE STRUCTURE: FOUNDATION: SIT FIRST FLOOR: ;5id 6 SF SECOND FLOOR/2'Y-o SF OTHER: SF INTT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( 3/U SF)- ASF) SFX $ ,3d % S7) +$ _ 6EK 2. _SF)- (_SF)= SFX $ =$ +$ +$ _ $ 3.( _SF).�(_SF)= SFX $ =$ +$ +$ _ $ yG FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-Hdecay: S -M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N-- DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: YIN LOCATION OF FIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) M 630 ►�C M9 2' . Pir5t Floor MCw? {� 6 � � L�N(D y l* 4„ !owm 3" a'' Plumbing Riser Diagram @ Mud Room Apciltion Plumbing Kew Diagram cQ Mud Room Addition* Kjtdvn FI SF SA. PA II CT Id NAGER 'J 1 I `fir SIIdVU f 11lt 11L I uu ORAL PI, HITFLTORA SCALE 1" MAP REFERENCES 1.) PLAN OF PROPERTY OF MR. AND MRS. ALBERT H. GORDON; FISHERS ISLAND, NEW YORK; SCALE: 1"=40 FT.; CHANDLER & PALMER, ENGR'S; OCT. 1958 N07LY 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN. 'rHE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN Al..' `NAY. 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR, 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION "PROS" 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 009, BLOCK 7. LOT 8.1 6.) TOTAL AREA = 3.863 ACRES 7.) SITE IS LOCATED IN R-80 ZONE. 8.) BASE FOR LEVELS: APPROXIMATE NGVD 1929 9.) LOT COVERAGE = 3%. LEG= N/F NOW OR FORMERLY (TYP.) TYPICAL SF SQUARE FEET 1P WATER SHUT OFF WATER VALVE n RETAINING WALL ¢/ FENCE iWWI TREELINE W WATER LINE u BURIED UTILITIES 40 20 0 40 GRAPHIC SCALE IN FEET _qaT 12 �E ,m m E N � N OPm F Oi N � 0 N r E a q t Z O .Q Ld O CL 0 ry 0- a u 1— o a pj in mo c3 0 O Z O O 0m z w Y 3 v m o w ¢ x DATE; 05/30/2006 SCALE; 1" = 40' SHEET 1 OF 1 Li Q Za Z O 0 O � � O 0 0'^ "d Z V U z a w w a = a a z z I o U vgi U — a aIt W S S m LLi Q U QZ W U O �E ,m m E N � N OPm F Oi N � 0 N r E a q t Z O .Q Ld O CL 0 ry 0- a u 1— o a pj in mo c3 0 O Z O O 0m z w Y 3 v m o w ¢ x DATE; 05/30/2006 SCALE; 1" = 40' SHEET 1 OF 1 ABBREVIATIONS Plumbing Riser Diagram @ Mud Room Addition GRAPHIC LEGEND EARTHWORK EARTH 1 POROUS FILL/ GRAVEL CONCRETE _ CAST IN PLACE LF. LINEAR FOOT ® AT LL LIVE LOAD A.B. ANCHOR BOLT MASONRY A/C AIR CONDITIONING MAX. MAXIMUM A.F.F. ABOVE FINISHED FLOOR M.C. MASONRY COURSE A.H.U. AIR HANDLING UNIT MECH. MECHANICAL ALT. ALTERNATE MET METAL ALUM. ALUMINUM MIN. MINIMUM APPROX. APPROXIMATE MISC. MISCELLANEOUS B.C. BRICKCOURSE M.O. MASONRY OPENING BD. BOARD N. NORTH B.O.F. BOTTOM OF FOOTING N.I.C. NOT IN CONTRACT BLKG. BM BLOCKING BEAM N.R.C. NOISE REDUCTION COEFFICIENT O N.T.S. NOT TO SCALE C.B. CATCH BASIN 0) C.J, CONTROL JOINT 0/A OUTSIDE AIR CLG. HT. CEILING HEIGHT O.C. ON CENTER CLO, CLOSET O.D. OUTSIDE DIAMETER CUR. CLEAR OF. OUTSIDE FACE G.M.U. CONCRETE MASONRY UNIT OH. OVERHEAD COL. COLUMN DPP• OPPOSITE CONC. CONCRETE OZ. OUNCE CONT. CONTINUOUS ~# 0 O COORD. COORDINATE PART PARTITION C.T. CERAMIC TLE PL. PLATE C.L. CENTERLINE P,LAM. PLASTIC LAMINATE DIA. DIAMETER PLYWD. PLYWOOD DIM. DIMENSION PR. PAIR D.L. DEAD LOAD PTD. PAINTED ON DR. DOWN DOOR Q.T. QUARRY TILE DS. DOWNSPOUT SHEET DWG. DRAWING R. RISER (RADIUS) Scale: AS NOTED R/A RETURN AIR E. EAST R.D. ROOF DRAIN E.J EXPANSION JOINT REF. REFRIGERATOR EL. ELEVATION REINF. REINFORCING FLED. ELECTRICAL REO'D REQUIRED ELEV. ELEVATION REV. REVISION E.P. ELECTRICAL PANEL RM. R.O. ROOM ROUGH OPENING EQ EQUAL R.V. ROOF VENT EQUIP. EQUIPMENT R.W.L. RAIN WATER LEADER EX. /EXIST. EXISTING EXP. EXPANSION S. SOUTH EXT. EXTERIOR S.F. SQUARE FOOT SHE. SHEET F.D. FLOOR DRAIN SIM. SIMILAR FIN. FINISH SQ. SQUARE FIN. FL. FINISHED FLOOR SS. STAINLESS STEEL FIXT, FIXTURE S.T.C. SOUND TRANSMISSION COEFFICIENT FL FLOOR STL. STEEL F.O. FACE OF STOR. STORAGE FT. FOOT OR FEET STRL STRUCTURAL F.T.R. FINNED TUBE RADIATION T. TREAD GA. GAUGE T & B TOP AND BOTTOM GALV. GALVANIZED T. & G. TONGUE AND GROOVE G.C. GENERAL CONTRACTOR TEL. TELEPHONE GL GLASS ( GLAZING TEMP. T.O.F. TEMPERED TOP OF FOUNDATION GWB GYPSUM WALL BOARD T.V. TELEVISION GYP. BD. GYPSUM BOARD TYP. TYPICAL H.B. HOSE BIBB U.N.O. UNLESS NOTED OTHERWISE HT. HEIGHT V. VENTILATION I.D. INSIDE DIAMETER VERT. VERTICAL INSUL. INSULARON VEST. VESTIBULE INT. INTERIOR V.I.F. VERIFY IN FIELD JST. JOIST W. WEST JT. JOINT W/ WITH W.C. WATER CLOSET KIP (1,000 LBS.) WD. WOOD KIT. KITCHEN W/O WITHOUT WP. WATERPROOF L LIGHT W.S. WALLSLEEVE LAM. LAMINATED WSCT. WAINSCOT LAV. LAVATORY WWF. WELDED WIRE FABRIC Plumbing Riser Diagram @ Mud Room Addition GRAPHIC LEGEND EARTHWORK EARTH 1 POROUS FILL/ GRAVEL CONCRETE _ CAST IN PLACE • CONCRETE Jonathan P. Butler AIA LLC 14 West Lane CONCRETE/ OPRECAST CAST STONE MASONRY BRICK Revisions: CONCRETE BLOCK OD ZONE N fi- SAND/MORTAR/ PLY WI II GFT A P TER "46" r,„ ; ENTION GROUT/PEAS R STONE STONE 1 STONE 2 WALL DESIGNATION EXISTING NEW METAL STRUCTURAL STEEL WOOD gRLOppDCCGH LUMBER—SOLID ® FINISHINWC,ONNTERMITTENT PLYWOOD INSULATION ....... iiiiiiii■■.■■mRIGID INSULATION mm�oo■on SAFE INSULATION no■oo■oon FIRE SAFING EXISTING TO BE REMOVED DOOR DESIGNATION IT _ II O I EXISTING NEW EXISTING TO BE REMOVED DETAIL/DRAWING TITLE 1 TITLE 1/6"77 BUILDING SECTION INDICATOR SECTION NUMBER A23 SHEET NUMBER WALL SECTION INDICATOR SECTION NUMBER A3.1 SHEET NUMBER DETAIL INDICATOR SECTION NUMBER 1 _ SEC170N NUMBER A3.1 \ 1 SHEET NUMBER I 1 / ' A3.1 — JI SHEET NUMBER \� / INTERIOR ELEVATION INDICATOR ELEVATION DATUM MARK ELEVATION NUMBER FIRST FLOOR 1 EL 0-0' A4.1 SHEET NUMBER REVISION IMnlcaTnR WALL TAG DOOR TAG 0 DEMOLITION KEYNOTE NUMBER V OR WINDOW TAG 0 GENERAL NOTES BUILDING DATA: RESIDENTIAL R—BD SINGLE FAMILY HOME BUILDING HEIGHT: 2B'-0" BUILDING AREA: 5.760 SF (TOTAL) 2,542 SF (LARGEST FLOOR) BUILDING CONSTRUCTION: LIGHT FRAME WOOD CONSTRUCTION THERMAL REQUIRMENTS COMPLY WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE GENERAL NOTES The Contract Documents consist of the drawings, the project manual, and the General Conditions of the Contract for Construction of a Small Project, 1993, AIA Document A205. All work shall be in accordance with the New York State Residential Cade. The Contractor shall maintain a current and complete set of Contract Documents at the site during all phases of construction for use by all trades. The Contractor shall review with the Owner and Architect the scope of demolition prior to commencement of work to determine what elements of the existing Installation, If any, should be salvaged for the owners further use. The Contractor shall remove from the site as part of demolltion all mechanical, electrical and plumbing fixtures and materials rendered supernumerary by the project. The Contractor shall review architectural and structural documents prior to commencement of construction, and provide bracing, shoring or reinforcement as required to maintain integrity of the existing installation. The Contractor shall review all documents for coordination prior to commencement of construction. For example, coordinate positioning of floor joists with location of recessed lighting. The Contractor may propose to the Architect substitutions or modifications to the contract documents. The Contractor may not make substitutions or modifications without the approval of the Architect. Such approvals by the Architect must be in writing when the Architect deems the impact on cost, quality, schedule or design intent to warrant. All dimensions are to the outside face of stud at exterior walls, and to the finish face or centerline of interior partitions, unless otherwise noted. All new exterior partitions shall be Type 1 and all new Interior partitions shall be Type 2, unless otherwise noted. All doors shall be located 6" from face of wall or located on center of room, unless otherwise noted. Do not scale drawings. Larger scale drawings shall govern over smaller scale SITE MINIMIZE DAMAGE TO LANDSCAPING DURING REQUIRED TRENCHING REPAIR TRACKS LEFT BY HEAVY EQUIPMENT REPLACE LOAM, AND RESEED GRASS AS REQUIRED TO REPAIR SURROUNDING LANDSCAPE TO ORIGINAL CONDITION ARCHITECTURAL PROVIDE 5" WALL AND 10" FLOOR AND ROOF INSULATION (1319, R30) PROVIDE ROOFING FELT WATER PROTECTION OVER SHEATHING FLASH WINDOWS AS PER MFG. WARRANTY RECOMMENDATION INSTALL SHINGLES PER CEDAR SHAKE & SHINGLE BUREAU RECOMMENDATION WALL SHINGLES SHALL BE 18" #1 YELLOW CEDAR METAL FLASHING AT FASCIA / DRIP EDGE SHALL BE 16 GA LEAD COATED COPPER PROVIDE ICE & WATER MEMBRANE OVER ROOF PANELS (TO MIN. 24" INSIDE OF EXT'R.WALL.) ROOFING SHINGLES SHALL BE 18" #1 RED CEDAR SHINGLES PROVIDE CEDAR BREATHER UNDER ROOF SHINGLES PER MFG, RECOMMENDATION PROVIDE CONTINUOUS RIDGE VENT by "VENT —A—RIDGE" or EQUAL SOFFITS TO BE 3/4"x5" T&G #3192/0232 AS MFG. BY "WNSOR ONE" OR EQ. WINDOW TRIM BOARDS TO BE 5/4 X 6 AZEK FASCIA TD BE CLEAR CEDAR PROVIDE HARDWARE AS SPECIFIED BY ARCHITECT OR AS SCHEDULED STRUCTURAL GENERAL: SEE DRAWING A3.1 FOR STRUCTURAL NOTES ENGINEERED DESIGN IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE ELECTRICAL BY OTHERS GENERAL: PROVIDE COPPER WIRING PROVIDE OUTLETS & SWITCHES PER NATIONAL ELECTRICAL CODE, CONFORM TO ALL LOCAL & STATE ELECTRICAL CODE REQUIREMENTS RUN EXPOSED WIRING IN RIGID CONDIUT PLUMBING BY OTHERS GENERAL: PROVIDE COPPER TUBE FOR WATER SUPPLY LINES PROVIDE ABS PLASTIC FOR WASTE LINES (BLACK). CAST IRON FROM SEC. FLR. PROVIDE ABS PLASTIC PLUMBING VENT SYSTEM CONFORM TO NEW YORK STATE PLUMBING CODE MECHANICALBY OTHERS GENERAL: CONFORM TO NEW YORK STATE MECHANICAL CODE WAPRO:�DASNOTEDDATE:B.P. #��LmY12_C FEE:SM ✓ BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 A TO 4 P FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED DRAWING LIST FOR POURED CONCRETE ' ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST GENERAL BE COMPLETE FOR C.O. Att CTION SHALL MEET THE G1.1 GENERAL INFORMATION SHEET REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 1 of 1 AD.1 A0.2 AO,3 A1.0 A1.1 A1.2 A1.3 AL4 A2.1 A2.2 A2.3 A2.4 A3.1 A5.1 A5.2 PLOT PLAN PREPARED FOR ALBERT H. GORDON BY CME Associates Engi erl�rl�MPLY WITH ALL CODES OF FYE YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWNZBA SOU'FHOLDTOWN PLANNING BOARD L FIRST FLOOR DEMOLITION PLAN SECOND FLOOR DEMOLITION PLAN SOUFHOLD TOWN TRUSTEES CO ATTIC DEMOLITION PLAN —� N•Y,S.DEC FL( BASEMENT FLOOR PLAN SO FIRST FLOOR PLAN SECOND FLOOR PLAN ATTIC FLOOR PLAN ROOF PLAN EAST ELEVATION SOUTH ELEVATION WEST ELEVATION NORTH ELEVATION :1111U1NQE.9iNIb1P[? WINDOW DETAILS DOOR DETAILS E1 1 FIRST FLOOR ELECTRICAL PLAN E1.2 SECOND FLOOR ELECTRICAL PLAN 'UNOEPIMP"'"rERTIRCATE� c...... J WALL TYPES ALL CONSTRUCTION SMALL ,MEET THE REQUIREMENTS OF TWfi! CODES OF NEW YORK,$TAM PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLYSYSTEMCANNOT EXCEED 2/10 OF 1% LEAD. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE; OF OCCUPANCY PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING ONE LAYER 1/2' GYPSUM WALLBOARD APPLIED AT INTERIOR OF 2X6 CERTIFICATION OF ❑1 WOOD STUDS 16' D.C. WITH R19 ICYNENE INSULATION IN CAVITY. CEDAR NAILING & CONNECTIONS SHINGLES OVER 19 9 FELT OVER 1/2" EXTERIOR GRADE PLYWOOD REQUIRED. 2 ONE LAYER❑F 2X4 GYP O.C.1 AL0AD NAPPLIED TO EACH SIDE OIN CANTY. WOOD STUDS A / /2 " FIBERGLASS ❑ ONE LAYER 1/2' GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 2X6 WOOD STUDS AT 16' O.C. W/ 5 1/2" FIBERGLASS INSULATION IN CAVITY. ❑ONE LAYER 1/2" GYPSUM WALLBOARD APPLIED TO 2X4 WOOD STUDS 4 AT 16" O.C. W/ 3 1/2" FIBERGLASS INSULATION IN CAVITY 5077 t U e Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: OD ZONE N fi- PLY WI II GFT A P TER "46" r,„ ; ENTION "i UIC I7 .J✓•A �JDE. M� w 4_0 a) C: J co V, Z V/ /��/�� W O V LL 0) M p '�^^ V! Q C/) 0 N U) 0 0 � 1:11) UL ' )^ U) 0 C: ~# 0 O '0-0O L. 0 O IV_ CL 5� G Drawing Name: GENERAL INFORMATION SHEET Drawn By: CN Scale: AS NOTED Date: August 17, 2005 Drawing Number: G1.1 41 EXISTING BRICK WALL A 2'-0" X 4'-0" BLUESTONE PAVERS --\ FIRST FLOOR PLAN 1/419 = 1 r -Orr PROJECT NORTH GENERAL NOTES: 1. REFER TO SHEET G1.1 FOR GENERAL NOTES. ion But er Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: TM W 4-0 -00 C: Ccn o—�� C/)L p z O �m� .2 •- (Q LL O Ca CU O Cn Q (n O N U) O U cn C =SIL •O c -0O " O ado CC Drawing Name: FIRST FLOOR PLAN Drawn By: CN Scale: 1/4" = V-0" Date: August 17, 2005 Drawing Number: qEM FMIAI Fount ria E8 SECOND FLOOR PLAN 1/411 = 1 r -Orr q0 0 PROJECT NORTH GENERAL NOTES: 1. REFER TO SHEET G1.1 FOR GENERAL NOTES. on 13-ute Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: T� W Q) C: J }, CU ., ti O U) UZ C N O O m �_ C C6 LL CA cu Q) CU O � V! Q vi O CU U) o 0 U) C Z ) LL .O C: -0o � L O Q � O CO Drawing Name: SECOND FLOOR PLAN Drawn By: CN Scale: 1/4" = T-0" Date: August 17, 2005 Drawing Number: ...:: . — ...... .... -- — ... ....... ...... .........,. .,1,,,1,x,, ....,. ..,. llll ,...„. .�If11 I I�":'I,III,.LI:r.i11111 1111,1 ;. 1'I i Ill .IJI11 ...I111 I 1 �� I T III illl l° �r�ll L El ll�i'.1 1 II�IIIr Iff` r I ,J I,I i' 11 II !, 1 y 1 ,", 1 1 II I1 II 111 ,'r 1111 '. II 11: I IC ..I I "�I r1`��I'l l 1111'11111 rr l,, l: ll� i,.I,I II�.,l1. 1 .DI :I III III 1 1 11 li 1 i I II.I II 1 111 III .1.11 ILIi'1 I II 111 III ll, J II 1 .LII I 11 Ili ll I) ;;I�ilI'If': I' f, f11, l:"I'I, 1 �I ll 'I ., L." 1. 1_... - _ LIII. 1 1 .I 1 III 111 f ,,I-11 I, 1111.111 111E I, 'L 111 LI '1 lfll 1..;`I'IlJ L :1.11'',, 1 .I'.... •"il. rf'1f11, 11 �Illllli�'. I. I; 11111 J. ,f 11_,1 ;-r.I l 111,11 I1.y: 11 1 �. ,1 'ill 11111. �L-�. 1- 1 1 I rr r . I. - I rr_L�"— EAST ELEVATION 1/411 = 19-011 �;I 10'-0" 5ECOND FLOOl ELEV. 71-9" BEDROOM - 5/4 X 4 PAINTED W/1" 1 IT .-1 ...L i.i it I I I j, 11'. II 11 I: If I]II If 111'I 1U 1], 1 if1IIl I[ j11�11 11.JI.,," II III III,I,III 11111111111 1 1 I,�I'1111 1 i `fCllli�,LL111I1 'f, 11�IIIIII.:'l: I llllll.,ll;lil1 111,1 !, ,11IIIIIIIII"�I,1.'. .I . ll .I.I,. II; 1i-' III �.II 11 LL'11 I I'.'.,, ,.III or 1f 1.1..�.1..11.1;11'_li��:ll II-t. .1 J ii I11 1LJ ' Y,I II II .1,..'1111111 'J:,III .n T'.i1' 1l. -,I 1'I'1.�.1111� rIr �1'I;II111...;I VIII RED CEDAR SHINGLES EXISTING TRIM, PAINTED 5/4 X 4 TRIM, PAINTED (TYPICAL ALL WINDOWS) ELEV. 19'-G" ATTIC RED CEDAR SHINGLES ELEV, 10'-0" 5ECOND FLOOl ELEV. 71-9" BEDROOM - 5/4 X 4 PAINTED TRIM W/1" BULLNOSE CEDAR SHINGLES ELEV. 0'-10" FIRST FLOOR ion But e Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: Drawing Name: EAST ELEVATION Drawn By: CN Scale: 1/4" = 1'-0” Date: August 17, 2005 NORTH ELEVATION 1/411 = 1'-0" ELEV. 19'-G" ATTIC ELEV. 10'-0" SECOND FLOOF, ELEV. 7-9" IMR. GORDON5 ROOMJ� L� ELEV. 0'-0" FIR5T FLOOR h ELEV. -(2' - G") 5UMMER ROOM GENERAL NOTES: 1. REFER TO SHEET A2.1 FOR TYPICAL NOTES. ion But er Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: Drawing Name: NORTH ELEVATION I Drawn By: CN Scale: 1/4" = V-0" Date: August 17, 2005 Drawing Number: J A204 II III II II III II I. II II II II II II I"II II SPEED I I I I I I"I TERMITE II II I. I a I I II II II SIMPSON HSA HURRICANE TIE ® EACH RAFTER, EACH END WOOD TRIM TO MATCH EX. 1X4 PTD. WOOD APRON - 1/2" PTD, GYP BOARD - WOOD BASE 3/8" CT FINISH FLOORI 1 1/8" CONCRETE BED 3/4" PLYWOOD SUBFLC 2X1D RIDGE ATTACH RAFTERS TO EXISTING WALL BEYOND W/ 2 16D NAILS AT EACH STUD RED CEDAR SHINGLES OVER CEDAR BREATHER 5/8" COX PLYWOOD SHEATHING R30 FIBERGLASS INSULATION 2X8 RAFTERS ® 16"O.C. 2X6 CEILING JOISTS 116" D.C. II II 12 9 1/2 " TJI 230 1 JOISTS ® 16" O.C. DOUBLE P.T. SILL STAGGER JOINTS 5/8" DIA. ANCHOR BOLTS ® 4'-0" O.C. AND 1'-0" FROM CORNERS 10" CONC, FOUNDATION WALL DOUBLE 2X6 WALL PLATE CROWN MOULDING EL B'-6 1 4" T.O. PLATE 1" WOOD SOFFIT W/1" CONTINUOUS VENT AND SCREEN 5/4 TRIM 1" BULLNOSE 5/4 TRIM -1X4 TRIM 2X6 HEADER SCHEDULED WINDOW 2X6 FRAMING ® 16"O.C. 5/44 TRIM (TYP) ,--ALASKAN YELLOW CEDAR SHINGLES 15# FELT �1/2" COX PLYWOOD �R19 INSULATION EL 0'-.0."..... FINISHED FLOOR PRESSURE TREATED WD TRIM m rJ 14 =,_��-1111_1111= o Illallll-lH =1111- APPROXIMATE GRADE w _ a TERMITE SHEILD xe p 2 -#4 CONT. TOP AND BOTTOM OF WALL, TYP. 4" CONCRETE SLAB " RENT W/6x614 WWF VAPOR8 BARRIER ,. 0 � O 44„ 10„ 4, SECTION @ MUDROOM ADDITION 3/411 = 11-011 DIA. PERIMETER DRAIN 2 DOUBLE P.T. SILL - TERMITE SHIELD - 5/8" DIA. ANCHOR BOLTS ® 6'-0" D.C.- AND 1'-0" FROM CORNERS 8" CONC. FOUNDATION WALL 2 -#4 CONT. TOP AND - BOTTOM OF WALL, TYP. 12 H. BUILDING DESIGN LOADS STRUCTURAL DESIGN CRITERIA PER MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ASCE 7-98. CLIMATE AND IDEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP A FLOOD HAZARDS SPEED WEATHERING FROST LINE DEPTH TERMITE DECAY a 120 MPH C (EXEMPT) SEVERE 1 42" MODERATE TO HEAVY I SLIGHT TO MODERATE -11 YES N/A 1 6% ±1.SX 3/4' EXTERIOR SLAB DN GRADE I 4000 sl e 1 .45 1 7% ±1.5X H. BUILDING DESIGN LOADS STRUCTURAL DESIGN CRITERIA PER MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ASCE 7-98. CLIMATE AND IDEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP ICE SHIELD UNDERLAYMENT REQUIRED FLOOD HAZARDS SPEED WEATHERING FROST LINE DEPTH TERMITE DECAY 45 PST 120 MPH C (EXEMPT) SEVERE 1 42" MODERATE TO HEAVY I SLIGHT TO MODERATE -11 YES N/A SECTION AT DINING ROOM 3/411 = 1'-011 Y a EL BOTTOM OF A EXISTING FOOTING N o O O O O O Z -1 a i�� FOOTINGS AND FOUNDATION WALLS 3000 sl 2-10d ,50 E: w o ±1.5X 3/4' TYP MAX. STEP WIDTH TO MATCH EXISTING FOOTING UNLESS NOTED OTHERWISE. LELEVATION BOTTOM OF NEW FOOTING A CUT BACK ANY PROJECTION THAT MAY EXISTING (IF REQUIRED) EXISTING RIM BOARD EL 10'-0" FINISHED FLOOR DOUBLE 2X6 WALL PLATE 2X6 FRAMING 5/4 CEDAR TRIM 1" CEDAR BULLNOSE 5/4 CEDAR TRIM 2X12 HEADER t" x5" Hlx6" LONG U STEEL U BRACKET W/24' BOLTS (4" gage) T, WOOD BEAM STRUCTURAL COLUMN TO MATCH EXISTNG i" SS COUPLING NUT ON i" SS THREADED ROD INSIDE COLUMN PROVIDE NUT AND WASHER TO U BRACKET AT TOP AND EMBED 12" INTO CONC FOUNDATION -RED CEDAR DECKING �LNISH�D �,LOOR FINISHED FLOOR SIMPSON LUS26 JOIST HANGER 2X8 JOISTS ® 16" O.C. 10" SONOTUBE W/ 1-#5 VERT ........E�....-(4,-0 ) 1. DESIGN LIVE LOADS A. FIRST FLOOR: 1. DEAD LOAD: 10 PSF 2. LIVE LOAD: 40 PSF B. ROOF: 1. DEAD LOAD: 15 PSF 2. SNOW LOAD: PSF Pg- 45 PSF Pf=.7Ce Ct I Pg = 7x1.Oxl.Oxl.Cx45 = 32 PSF Ps= 1.Ox Pf= 1.002 = 32 PSF C. WIND: V= 120 MPH EXPOSURE= C (ASCE 7) SF 79 g P pS,F �9 12 32 PSF 26 PSF FOUNDATIONS 1. ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL MATERIAL OR ROCK STRUCTURAL FILL HAVING AN ALLOWABLE LOAD-BEARING VALUE OF 4000 POUNDS PER SQUARE FOOT MIMIMUM. REINFORCED CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES (A.C.I.) SPECIFICATIONS FOR STRUCTURAL CONCRETE (A.C.I. 301-99) 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS PER ACI 318-99 AND SHALL BE TYPE -1 NORMAL WEIGHT CONCRETE WITH A 28 DAY COMPRESSIVE STRENGTH (f'c) AS LISTED BELOW. CONCRETE MIX PROPORTIONS SHALL BE DETERMINED ON THE BASIS OF FIELD EXPERIENCE OR TRIAL MIXTURES IN ACCORDANCE WITH A.C.1.318, SEC. 5.3 LOCATION NAILING SCHEDULE f'c w/c AIR CONTENT MAX A55 SIZE FOOTINGS AND FOUNDATION WALLS 3000 sl 2-10d ,50 6X ±1.5X 3/4' BASEMENT SLAB UN GRADE 1 3000 sl 1 .50 1 6% ±1.SX 3/4' EXTERIOR SLAB DN GRADE I 4000 sl 4-16d 1 .45 1 7% ±1.5X 3/4' 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS ASTM A615 - GRADE 60. REINFORCING FOR WELDING TO STRUCTURAL STEEL (IF REQUIRED) SHALL BE ASTM A706. WOOD 1. ALL FRAMING LUMBER SHALL BE DRY (19% MAXIMUM MOISTURE CONTENT) DOUG -FIR. PRESSURE TREATED SOUTHERN PINE SHALL BE USED FOR GROUND CONTACT, SILL PLATES, OR EXTERIOR USE. GRADE 2x4 STUD STUD 2x6 STUD STUD 2x6 PLATES #2 2x8 JOISTS OR RAFTERS #2 2x10 JOISTS OR RAFTERS #2 2. PROVIDE 1"x4" CROSS -BRIDGING FOR ALL WOOD JOISTS AT 8'-0"oc. MAXIMUM SPACING AND 2x SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND PARTITIONS. 3. WHERE FRAMING CLIPS OR JOISTS HANGERS ARE USED, NAILING SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. 4. PLYWOOD NAILED TO FRAMING SHALL BE SPACED 4"oc AT EDGES, 10"oc AT INTERMEDIATE SUPPORTS UNLESS SHOWN OTHERWISE. 5. ALL OPENINGS SHALL BE FRAMED WITH DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. ELEVATION A SECTION UNDERPIN EXISTING FOOTINGS WITH 2500 PSI CONCRETE. INSTALL UNDERPINNING IN 3'-0" WIDE SECTIONS. SEQUENCE OF INSTALLATION TO FOLLOW DETAIL ABOVE, ALLOW 48 HOURS BETWEEN POURSOAND Q AND POURS O AND O3 TYPICAL UNDERPINNING DETAIL � Jt rNO SCALE 2-20d AT ENDS AND AT EACH SPLICE PLYSUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING): 3" MIN IF 1/2" AND LESS 8d INTO ROCK 5/8" - 3/4" 10d NOTES: SCHEDULE BASED UPON COMMON WIRE NAILS. LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER IS ACCEPTABLE. COMMON WIRE NAIL DIAMETERS fid 0.113" 8d 0.131" 10d 0.148" 12d 0.148" 16d 0.162" 20d 0.192" Jon Bute Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: Tr W -1--i a) C: J }� co ., V/ L Z O w O fA m C V_/ Ica L. LL. L. U) O Q U) O N C =ALL .O C: O O -0 � O Q 0O CC L Drawing Name: BUILDING SECTIONS Drawn By: CN Scale: AS NOTED Date: August 17, 2005 Drawing Number: NAILING SCHEDULE CONNECTION NAILING JOIST TO SILL OR GIRDER, TOE NAIL 3-8d WOOD I -JOIST TO WALL PLATE 2-10d BRIDGING TO JOIST, TOE NAIL EACH END 2-8d SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc TOP OR SOLE PLATE TO STUD, END NAIL 2x4 2-16d 2x6 3-16d 2x8 4-16d EXISTING WALL AND FOOTING TO STUD TO SOLE PLATE, TOE NAIL BE UNDERPINNED 2x4 4-Bd 2x6, 2x8 5-10d DOUBLED STUDS, FACE NAIL 16d AT 24"oc DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d CONTINUOUS HEADER, TWO PIECES 16d AT 16"oc ALONG EACH EDGE CEILING JOISTS TO PLATE, TOE NAIL 3-8d CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d 2" MIN. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d DRYPACK CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 4-16d RAFTER TO PLATE, TOE NAIL 3-8d � UNDERPINNING TO BE BUIILT-UP CORNER STUDS 16d AT 24"oc 2500 PSI AVERAGE BUILT-UP GIRDER AND BEAMS 20d AT 32"oc AT TOP STONE CONCRETE. AND BOTTOM AND STAGGERED ELEVATION A SECTION UNDERPIN EXISTING FOOTINGS WITH 2500 PSI CONCRETE. INSTALL UNDERPINNING IN 3'-0" WIDE SECTIONS. SEQUENCE OF INSTALLATION TO FOLLOW DETAIL ABOVE, ALLOW 48 HOURS BETWEEN POURSOAND Q AND POURS O AND O3 TYPICAL UNDERPINNING DETAIL � Jt rNO SCALE 2-20d AT ENDS AND AT EACH SPLICE PLYSUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING): 3" MIN IF 1/2" AND LESS 8d INTO ROCK 5/8" - 3/4" 10d NOTES: SCHEDULE BASED UPON COMMON WIRE NAILS. LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER IS ACCEPTABLE. COMMON WIRE NAIL DIAMETERS fid 0.113" 8d 0.131" 10d 0.148" 12d 0.148" 16d 0.162" 20d 0.192" Jon Bute Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: Tr W -1--i a) C: J }� co ., V/ L Z O w O fA m C V_/ Ica L. LL. L. U) O Q U) O N C =ALL .O C: O O -0 � O Q 0O CC L Drawing Name: BUILDING SECTIONS Drawn By: CN Scale: AS NOTED Date: August 17, 2005 Drawing Number: IMPACT ZONE 3 STORM PLUS CLAD ULTIMATE DOUBLE HUNG AND CASEMASTER WINDOWS BY MARVIN W/ INSULATED LOW E II - ARGON CUDH3032 _ CUDH3032 CUGH3032 Tempered Tempered Tempered 00 I CUDH2422 CUDH2422 CUDH2422 CUDH2422 Wi6 W17 W18 W19 0 H 0 CUDH2420 CUSTOM CASEMENT CUDH2420 EGRESS 0 CUDH3C20 ....................... ...........,, E3 rm CAM CUSTOM OPERABLE R.O. 1'-4" X 2'-10 3/4" W59 El CUDH3020 E4 CR1 I R.0.3'-6" X 1'4 W60 8 CUDH3020 Tempered ........ .. ............ Efl CUDH3228 W4 LINE OF EXISTING HEADER, CUGH2O14 Tempered CUDH3226 CUDH1618 EGRESS W29 W30 CUDH3226 W46 CUDH16160 F1 0 CUDH1616 CUDH2416 CUDH1616 CUDH2628 CUDH2628 C17OH2628 CUDH2628 CUDH262B CUDH2428 WS W6 W7 W8 W9 W10 10 W11 W12 W13 CUDH2628 W20 4� El CUDH2628 W31 W32 W33 W34 0 CUDH3226 CUDH3226 EGRESS .... ........... ......... .. ......... ......... CAM CUSTOM R.O. 1'-4' X 2'-10 3/4° Wfi1 El CUDH3228 CUDH3228 W22 W23 LINE OF EXISTING HEADER CUDH3226 WDH1624 CUDH1624 W35 W36 W37 CUDH2O26 CUDH3226 CUDH2O26 CUDH3226 EGRESS ..... ........... ........ ............ ........... E9 W50 W51 E2 LINE OF EXISTING HEADER CUDH3226 EGRESS ................... .- CAWN283fi Ll CUDH2428 CUDH2828 W14 14 W15 CUD113032 CUDH3032 CUDH3032 Tempered Tempered Tempered W24 W25 W26 El ® D1 CUDH2014 CCM3240 CCM3240 CUDH3020 CUDH3020 EGRESS EGRESS ......... ............. ._.................. ............ ......... ..............,, .. ......... .,,.,, .............. Wag W39 W40 W41 W42 El CUDH2O16 1. CACIRL CACIRR R.O. 2'-3" X 2'-3° R.O. 2'-3" X 2'-3" CUGH2420 CUSTOM CASEMENT CUDH2420 EGRESS .............. ... _.......... ..... ... ., ............................ ............................................................................................................. W54 W55 55 W56 W57 W58 OEMA1177-71 F11 El CUDH3012 CUDH3012 CUDH3012 CUDH2O12 CUDH2620 CUDH2O12 W62 W63 W64 W65 65 W66 ; FF91F CUDH3012 CUGH3012 CUDH3012 CUDH3226 EGRESS W67 67 W68 W69 on Bute Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: W -111'" -00 C j }� C'V! c^ o U) U� Cn 0 Z 0 C W MM -0 ci C113 LjL -I� C/) 4-a0 Q C/) 0 N C: _ LL O i 0 O O 0 O V CL cc G Drawing Name: WINDOW DETAILS Drawn By: CN Scale: 1/4" = V-0" Date: August 17, 2005 Drawing Number: JA5.1 IMPACT ZONE 3 STORM PLUS CLAD ULTIMATE SWINGING FRENCH DOORS BY MARVIN W/ INSULATED LOW E II - ARGON SOLID WOOD DOORS: 3'-0" x T 0" CUIFD (RH) O TRUSTILE 5000 SERIES 0 0 0 E= 2'.6" x 6'-8" TS 5000 C TR 6 3'-0" x 6'-8" PR CUIFD (OX LH) O I.,. I ncatinn $iZe ..._ _ ... _....._ Note: New interior doors will be Trustile 5000, C Panel, TR Note: New hardware on MDF 4 3/81' interior doors TBD Suck(ng, Description Hardware I 2'-8'x 7-0" CUIFD (RH) CUIFD(LH) 10 II 1:1 0 0 15 I]I--]0 17 19 7= [01❑ E= 0 [0❑ ESI E= ❑❑ 0 0 3-0" x 6'4" 2'-8" x 6'-8" CUIFD (RH) TS 5000 C TR 2'4" x 6'-8" PR TS 5000 C TR 2'-8" x 6'-B" TS 5000 C TR 2'-8" x 61-8" 2'-6• x 6'-8" TS 5000 C TR CUIFD (LH) ® O O O O O I.,. I ncatinn $iZe ..._ _ ... _....._ Note: New interior doors will be Trustile 5000, C Panel, TR Note: New hardware on MDF 4 3/81' interior doors TBD Suck(ng, Description Hardware I 2'-8'x 7-0" CUIFD (RH) CUIFD(LH) 10 II 12 13 I� 15 16 17 19 20 ........ ....... _... . ,en Doors 0 E= E= ❑ ❑ E= E=I 0 E= E= ❑ ❑ E= ESI E= E= E= ❑ ❑ E= E= E= E= E= ❑ ❑ E= E= E= E= ❑ E= ❑ E= E= V-0" x 7'-0" 2'-0" x 6'-B" 2'-4" x 6'-8" PR 2'-0" x 6'A" PR 2'-0" x 6'-8" 2'-6" x 6'A" TS 5000 C TR TS 5000 C TR 8 21 22 23 26 2D 0@ 25 34 5Y2" 4- 0 CROWN @ DINING AND ENTRY Ln Ld W DOOR AND WINDOW CASINGS (GROUPED) n CASINGS (TYPICAL) 10BASE BOARD , �_ L TYPICAL TRIM DETAILS Scale: 3" = 1'-0" ion Butler Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: r C6 a -a : J CU ., O 0 U� L Z C O� O �m CU C:CU V— CY) Cc O cn Q O N U) o 0 � � 2 l.L O c, -0o � i.. O Q�O Q CO 2.0 Drawing Name: DOOR DETAILS Drawn By: CN Scale: 1/4" = 1'-0" Date: August 17, 2005 Drawing Number: �F6�Nb TELEPHONE OUTLET EX151NG OU11V T PF WMOVED AND SPI-AM9 COMPUfEP OUTLET (I)PICA, AT ALL EX -PIOF WALL5) WP EX1'p WEATNEPPM00F OUTLET HW HIGH WALL OMf MOUNT HONT @ 50" AFF 120 DUPLEX O ET C PPOVIDE GPI PEp CODE) 120v QUAD 01AFf 220v 01,Uf O 5UPPACE CEILING MOUNTED FIX51T O PECE55ED CEILING MOUNTED MIME e �ECE55W CEILING MOUNTED WM WA5V 3- WAY 5WIfCH D 5WITCN WITH PIMP a 5WITCH J� - MI3 5WITCH OSS NW& WIPED APPPOVED 5MOKE 17ETECfOt; <Te1 TELEPHONE OUTLET a Data COMPUfEP OUTLET <TV TELEVI510N / CABLE OUTLET ME FIRST FLOOR ELECTRICAL PLAN 1/411 = 11-011 PROJECT NORTH on But le Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: r' W 4-0 : J C0 ., O U� Z .0(_n CO C LL d7 CU o ` U) Q °vi o L. U) o 0 � � I � IL .o C �0o � Lo Q(DCL � CU Drawing Name: FIRST FLOOR ELECTRICAL PLAN Drawn By: CN Scale: 1/4" = V-0" Date: August 17, 2005 Drawing Number: E1.1 I,�G�N2 Q4 EX15nNG 01 TO DE REMOVED AND TtFLACED COMPUTER OUTLET ( TYPICAL AT ALU EXSP OR WA15) WP 0-- EX R WEATHERPROOF Oaf HW HIGH WALL ouitE- MOUNTHMIIZ, @ 50" APF 120v DUPLEX OUILET ( PROVIDE 6FI PER C07E) 120v QLAP OUTLEf (0 5URFALE CEILING MOUNTED FI FT Q RFCE55ED CEI6IN6 MOUNTED FIXTI.IP� e FEGF55EDCEIUIN6 MOUNTED WA-I-WA�HEP 3 3- WAY 5WITCN n 5WITCH WITH 17IMMER z 5WITCN J� -"13 5WITCN OSp HA:D WII APPROVU7 5MQK� DETECfOR <f,l TELEPHONE OUTLET <r)ata COMPUTER OUTLET <TV TEI EVI51ON / CMV OUTLET SECOND FLOOR ELECTRICAL PLAN 1/411 = 1 1 -01 1 PROJECT NORTH Jon Bute Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: TM W (1) C:J (U vZ C/) o o C CO -0 CU LL ajCU CU o C/) Q cin O N 06 O U Cn C/) I LL O C -0 O O L. O Q� Q co Drawing Name: SECOND FLOOR ELECTRICAL PLAN Drawn By: CN Scale: 1/4" = V-0" Date: August 17, 2005 Drawing Number: ion Bute Jonathan P. Butler AIA LLC 0) 14 West Lane 0Niant c, CT 06357 ABBREVIATIONS GRAPHIC LEGEND GENERAL NOTES DRAWING LIST (860)739-9180 a AT LF. UNEAR FOOT A.B. ANCHOR BOLT LL UVE LOAD A/C AIR CONDITIONING MAX.X MAXIMUM A.F.F. ABOVE FINISHED FLOOR M ROOF PLAN A.H.U. AIR HANDUNG UNIT A2.2 MASONRY COURSE ALT. ALTERNATE MECH. MECHANICAL ALUM. ALUMINUM MET METALMIN. APPROX. APPROXIMATE A4.2 MINIMUM A4.3 INTERIOR ELEVATIONS MISC. MISCELLANEOUS B.C. BRICKCOURSE M.O. MASONRY OPENING BD, BOARD B.O.F. BOTTOM OF FOOTING N. NORTH BLKG. BLOCKING N.I.C. NOT IN CONTRACT BM BEAM N.R.C. NOISE REDUCTION COEFFICIENT N.T.S. NOT TO SCALE C.B. CATCH BASIN C.J. CONTROL JOINT 0/A OUTSIDE AIR CLG, HT. CEILING HEIGHT O.C. ON CENTER CLO. CLR. CLOSET CLEAR O.D. OUTSIDE DIAMETER C.M.U. CONCRETE MASONRY UNIT O.F. OUTSIDE FACE COLUMN O OVERHEAD CONIC. TE OPP. OPPOSITE CONT. CONTINUOUS OZ. OUNCE COORD. C.T. COORDINATE CERAMIC TILE PART. PARTITION C.L. CENTERLINE PL. PLATE P,LAM. PLASTIC LAMINATE DIA. DIAMETER PLYWD. PLYWOOD DIM. DIMENSION PR. PAIR D.L. DEAD LOAD PTD PAINTED ON. DOWN DR. DOOR Q.T. QUARRY TILE DS. DOWNSPOUT DWG. DRAWING R. RISER (RADIUS) R/A RETURN AIR E. EAST R.D. ROOF DRAIN E.J EXPANSION JOINT REF. REFRIGERATOR EL ELEVATION REINF. REINFORCING ELEC. ELECTRICAL REDID REQUIRED ELEV. ELEVATION REV. REVISION E.P. ELECTRICAL PANEL RM, ROOM EQ. EQUAL R.O. ROUGH OPENING EQUIP. EQUIPMENT R.V. ROOF VENT EX. /EXIST. EXISTING R.W.L. RAIN WATER LEADER EXP. EXPANSION S. SOUTH EXT. EXTERIOR FOOT SHF. 5HEARE F.D. FLOOR DRAIN SIM. SIMILAR FIN. FINISH SQ. SQUARE FIN. FL FINISHED FLOOR SS. STAINLESS STEEL FIXT, FIXTURE S.T.C. SOUND TRANSMISSION COEFFICIENT FL. FLOOR STL. STEEL F.O. FACE OF STOR. STORAGE FT. FOOT OR FEET STRL. STRUCTURAL F.T.R. FINNED TUBE RADIATION T. TREAD GA. GAUGE T & B TOP AND BOTTOM GALV. GALVANIZED T. & G. TONGUE AND GROOVE G.C. GENERAL CONTRACTOR TEL. TELEPHONE GL. GLASSGLAZING TEMP. TEMPERED GWB M/ GYPSUM( WALL BOARD T.O.F. TOP OF FOUNDATION GYP. BD, GYPSUM BOARD T.V. TELEVISION TYP. TYPICAL H.B. HT. HOSE BIBB HEIGHT U.N.O. UNLESS NOTED OTHERWISE I.D. INSIDE DIAMETER V VENTILATION INSUL. INSULATION VERT. VERTICAL INT. INTERIOR VEST. VESTIBULE V.I.F. VERIFY IN FIELD JST, JOIST W. JT. JOINT WEST TH CLOSET KIP(1,000 LBS) WD WOOODR KIT. KITCHEN W/0 WITHOUT W . WATERPROOF L. LIGHT W.S. WALLSLEEVE LAM. LAMINATED WSCT. WAINSCOT LAV. LAVATORY WWF. WELDED WIRE FABRIC Plumbing Rl5er Diagram @ Mud Room Addition * Kitchen POROUS FILL/ GRAVEL CONCRETE CAST IN PLACE • O CONCRETE L' PRECAST CONCRETE/ CAST STONE' MASONRY BRICK CONCRETE BLOCK SAND/MORTAR/ GROUP/PLAS R STONE STONE 1 61DJN*9 WALL DESIGNATION METAL STRUCTURAL STEEL ALUMINUM WOOD ROUGH LUMBER—SOLID FINQSHING JNTERMITTENT INSULATION RIGID INSULATION INN &__&__% T FIRE SAFING -------------- EXISTING NEW EXISTING TO BE REMOVED DOOR DESIGNATION I I O EXISTING NEW EXISTING TO BE REMOVED DETAIL/DRAWING TITLE TI TLE 1/8"=1'-0" BUILDING SECTION INDICATOR SECTION NUMBER 1 A2.3 SHEET NUMBER WALL SECTION INDICATOR SECTION NUMBER ' A3.7 SHEET NUMBER DETAIL INDICATOR secnQN NUMBER A31 r SECTION NUMBER ` 1 SHEET NUMBER A3.1 JI SHEET NUMBER \ / INTERIOR ELEVATION INDICATOR ELEVATION DATUM MARK ELEVATION NUMBER FIRST FLOOR 1EL. 0'-0" A4.1 SHEET NUMBER RFVISIDN INDICATOR WALL TAG DEMOLITION KEYNOTE REMSION NUMBER _0 OR �0 DOOR TAG WINDOW TAG o O BUILDING DATA: RESIDENTIAL R-80 SINGLE FAMLY HOME BUILDING HEIGHT: 28'-0" BUILDING AREA: 5,760 SF (TOTAL) 2,542 SF (LARGEST FLOOR) BUILDING CONSTRUCTION: LIGHT FRAME WOOD CONSTRUCTION THERMAL REQUIRMENTS COMPLY WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE GENERAL NOTES The Contract Documents consist of the drawings, the project manual, and the General Conditions of the Contract for Construction of a Small Project, 1993, AIA Document A205. All work shall be in accordance with the New York State Residential Code. The Contractor shall maintain a current and complete set of Contract Documents at the site during all phases of construction for use by all trades. The Contractor shall review with the Owner and Architect the scope of demolition prior to commencement of work to determine what elements of the existing Installation, If any, should be salvaged for the owners further use The Contractor shall remove from the site as part of demolition all mechanical, electrical and plumbing fixtures and materials rendered supernumerary by the project. The Contractor shall review architectural and structural documents prior to commencement of construction, and provide bracing, shoring or reinforcement as required to maintain integrity of the existing installation. The Contractor shall review all documents for coordination prior to commencement of construction. For example, coordinate positioning of Floor joists with location of recessed lighting. The Contractor may propose to the Architect substitutions or modifications to the contract documents. The Contractor may not make substitutions or modifications without the approval o(the Architect. Such approvals by the Architect must be In writing when the Architect deems the impact on cost, quality, schedule or design intent to warrant. All dimensions are to the outside face of stud at exterior walls, and to the finish face or centerline of Interior partitions, unless otherwise noted. All new exterior partitions shall be Type 1 and all new Interior partitions shall be Type 2, unless otherwise noted. All doors si dl be located 6" from face of wall or located on center of room, unless otherwise noted. Do not scale drawings. Larger scale drawings shall govern over smaller scale SITE MINIMIZE DAMAGE TO LANDSCAPING DURING REQUIRED TRENCHING REPAIR TRACKS LEFT BY HEAVY EQUIPMENT REPLACE LOAM, AND RESEED GRASS AS REQUIRED TO REPAIR SURROUNDING LANDSCAPE TO ORIGINAL CONDITION ARCHIT, CTURAL PROVIDE 5" WALL AND 10" FLOOR AND ROOF INSULATION (R19, R30) PROVIDE ROOFING FELT WATER PROTECTION OVER SHEATHING FLASH WINDOWS AS PER MFG. WARRANTY RECOMMENDATION INSTALL SHINGLES PER CEDAR SHAKE & SHINGLE BUREAU RECOMMENDATION WALL SHINGLES SHALL BE 18" /1 YELLOW CEDAR METAL FLASHING AT FASCIA / DRIP EDGE SHALL BE 16 GA LEAD COATED COPPER PROVIDE ICE & 'NATER MEMBRANE OVER ROOF PANELS (TO MIN. 24" INSIDE OF EXYR.WALL.) ROOFING SHINGLES SHALL BE 18" g1 RED CEDAR SHINGLES PROVIDE CED"R BREATHER UNDER ROOF SHINGLES PER MFG. RECOMMENDATION PROVIDE CONTINUOUS RIDGE VENT by "VENT—A—RIDGE" or EQUAL SOFFITS TO BE 3/4"x5" T&G /3192/0232 AS MFG. BY "WINSOR ONE" OR EQ. WINDOW TRIM BOARDS TO BE 5/4 X 6 AZEK FASCIA TO BE CLEAR CEDAR PROVIDE HARDWARE AS SPECIFIED BY ARCHITECT OR AS SCHEDULED STRUCTURAL GENERAL' SEE DRAWING A3.1 FOR STRUCTURAL NOTES ENGINEERED DESIGN IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE ELECTRICAL BY OTHERS GENERAL PROVIDE COPPER WIRING PROVIDE OUTLETS & SWITCHES PER NATIONAL ELECTRICAL CODE, CONFORM TO ALL LOCAL & STATE ELECTRICAL CODE REQUIREMENTS RUN EXPOSED WIRING IN RIGID CONDIUT PLUMBING BY OTHERS GENERAL PROVIDE COPPER TUBE FOR WATER SUPPLY LINES PROVIDE ABS PLASTIC FOR WASTE LINES (BLACK). CAST IRON FROM SEC. FLR. PROVIDE ABS PLASTIC PLUMBING VENT SYSTEM CONFORM TO NEW YORK STATE PLUMBING CODE MECHANICALBY OTHERS GENERAL' CONFORM TO NEW YORK STATE MECHANICAL CODE Consultants: G1.1 GENERAL INFORMATION SHEET 1 of 1 PLOT PLAN PREPARED FOR ALBERT H. GORDON BY CME Associates Engineering Revisions: ARCHITECTURAL I 06/15/06 Kitchen Design AO.1 FIRST FLOOR DEMOUTION PLAN AO.2 SECOND FLOOR DEMOLITION PLAN AO.3 ATTIC DEMOLITION PLAN Al 0 BASEMENT FLOOR PLAN AM FIRST FLOOR PLAN A1.2 SECOND FLOOR PLAN A1.3 ATTIC FLOOR PLAN AIA ROOF PLAN A2.1 EAST ELEVATION A2.2 SOUTH ELEVATION A2.3 WEST ELEVATION A2.4 NORTH ELEVATION A3.1 BUILDING SECTIONS A3.2 BUILDING SECTIONS A4.1 INTERIOR ELEVATIONS A4.2 INTERIOR ELEVATIONS A4.3 INTERIOR ELEVATIONS A5.1 WINDOW DETAILS A5.2 DOOR DETAILS E1.0 BASEMENT FLOOR ELECTRICAL PLAN E1.1 FIRST FLOOR ELECTRICAL PLAN E1.2 SECOND FLOOR ELECTRICAL PLAN WALL TYPES ONE LAYER 1/2" GYPSUM WALLBOARD APPLIED AT INTERIOR OF 2X6 ❑1 WOOD STUDS 16" O.C. WITH R19 ICYNENE INSULATION IN CAVITY. CEDAR SHINGLES OVER 15 LB FELT OVER 1/2" EXTERIOR GRADE PLYWOOD ONE LAYER 1/2" GYPSUM WALLBOARDAPPLIED TO EACH SIDE OF 2X4 WOOD STUDS AT 16' O.C. W/ 3 1/2" FIBERGLASS INSULATION IN CAVITY. ONE LAYER 1/2• GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 2X6 WOOD STUDS AT 16" O.C. W/ 5 1/2" FIBERGLASS INSULATION IN CAVITY. ® ONE LAYER 1/2" GYPSUM WALLBOARD APPLIED TO 2X4 WOOD STUDS AT 16" O.C. W/ 3 1/2" FIBERGLASS INSULATION IN CAVITY r� rl� W ♦a O � J _0 U)^^�11 p z W O f/1 V_� ^CU LLv, CU O ''�^^ V! Q cA Q N U) o v U) C: = � LL .O C:., V 4-1O 7C) L O ^ O 0 0.`v L Drawing Name: GENERAL INFORMATION SHEET Drawn By: CN Scale: AS NOTED Date: June 15, 2006 Drawing Number: FISC SA PA SCALE 1 MAP REFERENCES 1.) PLAN OF PROPERTY OF MR. AND MRS. ALBERT H. GORDON: FISHERS ISLAND, NEW YORK; SCALE: 1"=40 FT.; CHANDLER & PALMER. ENGR'S; OCT. 1958 NGIES 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION "PROS" 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 009. BLOCK 7, LOT 8.1 6.) TOTAL AREA = 3.86f ACRES 7.) SITE IS LOCATED IN R-80 ZONE. 8.) BASE FOR LEVELS: APPROXIMATE NGVD 1929 9.) LOT COVERAGE = 3%. o9z W OF O z Z a z �a FS .p.,a 00 ro rn �a� c V } Q U b D O W 5W 0-LLIa �a r^l o9z W OF O z Z a z 0 FS O 00 } Q O b D O W Q 0-LLIa �a = d og � na �N V) a = O: 0^ Lu S LL U m O \ N/F a� I0O ocn Q U I VI a2 W U O o9z W OF O z a a I c^•cun N l0 U „, I \ N/F NOW OR FORMERLY I0O ocn N � VI ,gyp (TYP.) TYPICAL O w z z o M.5. (FNaJ SF SQUARE FEET r co z 3 WATER SHUT OFF o w < w x WATER VALVE DATE: 05/30/2006 n RETAINING WALL SCALE: 1 40' QUALITY CONTROL CERTIFICATION /i FENCE GROUP REVIEWED DATE 1 TREELINE I'IiI JCCi MPNAGEH V.I .O —W WATER LINE — -in,wowucrvTAL u BURIED UTILITIES 40 20 0 40 SHEET ,"iL LB 1 OF 1 'a RucmaAT GRAPHIC SCALE IN FEET 41 HIT[ CTURAL CEILING HEIGHT 8'-8 1/2" O 1777- 1--T T7 +I—I—I— UR IJJ�11� II I I I I � Os - DN CEILING HEIGHT 8'-6 1/2" �I �I of o _ DN / u II /� II CEILING HEIGHT 8'-8" I CEILING HEIGHT W-11" \\ T II � II / REMOVE LIGHT FIXTURES AND SAVE FOR REUSE, TYP. OF 4 11 REMOVE WINDOWS, WALLS, UP on But Jonathan P. Butler AIA LLC 14 West Lane DEMOLITION KEY NOTES: Niantic, 08357 (880)739--99 180 1. REMOVE WOOD STAIR, RAILING AND DECK 2. REMOVE SCREENS PANELS AND DOORS 3. REMOVE PORTION OF WALL AS REQUIRED FOR NEW Consultants: CONSTRUCTION. 4. REMOVE PLUMBING FIXTURES. 5. REMOVE CEILING Revisions: GENERAL DEMOLITION NOTES:I 06/15/06 Kitchen Design 1. REMOVE ALL EXTERIOR SHINGLES, ROOF SHAKES, WINDOWS, TRIM, ETC. 2. SEE FINISH SCHEDULE FOR EXTENT OF RELATED INTERIOR FINISH DEMOLITION. 3. REMOVE ANTENNA, ALL EXPOSED CONDUIT AND RELATED WIRING, ETC. FF—T--17 REMOVE PORTION OF I I I I I I I EXISTING BUILDING IN ITS I I I I ENTIRETY INCLUDING I I REMOVE LIGHT FIXTURE ROOF, FRAMING, FOUNDATION, ETC. CEILING HEIGHT 8'-6 3/4" —�— =TI DN \ 77 T ------J \ II IL— I L__ REMOVE L' J SHEATHING 1 ON y I \ I CEILINGIHEI( L I I Ii�� `il I III I : '----------- HEIGHT B'-111r7�r -71 -J / II ---------1 IL•J1LJI -------- 1E= 3E ICEILING HEI MVjv VI- -roi i i i ,n 1 v1%� All +p._p. II 11 �\ T1 II I I +_p._4• CEILING HEIGHT W-8" \�---------- J II I I II I I EXIST. COLUMNS REMOVE WALLS, WINDOWS, TO REMAIN DOORS, TRIM, CABINETS, PLUMBING FIXTURES, FINISHES, ETC. LEGEND: EXISTING CONSTRUCTION TO REMAIN lr� W C J C O U) L _p z M O (j)W C \rt LZ _ I lT, ,n V ICU U) Q C/) O (1) (n O U cn C = (1) LL O C O .� O 70 �A O V O CIO 2 Drawing Name: FIRST FLOOR DEMOLITION PLAN Drawn By: CN Scale: 1/4" = V-0" FIRSTFLOOR DEMOLITION PLAN =_____— EXISTING CONSTRUCTION TO BE REMOVED Date: June 15, 2006 1/4 If = 1'-011 EXISTING DOOR TO REMAIN �� Drawing Number: EXISTING DOOR TO BE REMOVED 'A0 a 1y ?•4 X010 �� OR O DEMOLITION KEY NOTE DOORS, PORTION OF FOUNDATION, ETC. AND PROVIDE TEMPORARY SHORING AS REQUIRED FOR NEW CONSTRUCTION =_____= __ F— II ---- II II II II _ f ON UP on But Jonathan P. Butler AIA LLC 14 West Lane DEMOLITION KEY NOTES: Niantic, 08357 (880)739--99 180 1. REMOVE WOOD STAIR, RAILING AND DECK 2. REMOVE SCREENS PANELS AND DOORS 3. REMOVE PORTION OF WALL AS REQUIRED FOR NEW Consultants: CONSTRUCTION. 4. REMOVE PLUMBING FIXTURES. 5. REMOVE CEILING Revisions: GENERAL DEMOLITION NOTES:I 06/15/06 Kitchen Design 1. REMOVE ALL EXTERIOR SHINGLES, ROOF SHAKES, WINDOWS, TRIM, ETC. 2. SEE FINISH SCHEDULE FOR EXTENT OF RELATED INTERIOR FINISH DEMOLITION. 3. REMOVE ANTENNA, ALL EXPOSED CONDUIT AND RELATED WIRING, ETC. FF—T--17 REMOVE PORTION OF I I I I I I I EXISTING BUILDING IN ITS I I I I ENTIRETY INCLUDING I I REMOVE LIGHT FIXTURE ROOF, FRAMING, FOUNDATION, ETC. CEILING HEIGHT 8'-6 3/4" —�— =TI DN \ 77 T ------J \ II IL— I L__ REMOVE L' J SHEATHING 1 ON y I \ I CEILINGIHEI( L I I Ii�� `il I III I : '----------- HEIGHT B'-111r7�r -71 -J / II ---------1 IL•J1LJI -------- 1E= 3E ICEILING HEI MVjv VI- -roi i i i ,n 1 v1%� All +p._p. II 11 �\ T1 II I I +_p._4• CEILING HEIGHT W-8" \�---------- J II I I II I I EXIST. COLUMNS REMOVE WALLS, WINDOWS, TO REMAIN DOORS, TRIM, CABINETS, PLUMBING FIXTURES, FINISHES, ETC. LEGEND: EXISTING CONSTRUCTION TO REMAIN lr� W C J C O U) L _p z M O (j)W C \rt LZ _ I lT, ,n V ICU U) Q C/) O (1) (n O U cn C = (1) LL O C O .� O 70 �A O V O CIO 2 Drawing Name: FIRST FLOOR DEMOLITION PLAN Drawn By: CN Scale: 1/4" = V-0" FIRSTFLOOR DEMOLITION PLAN =_____— EXISTING CONSTRUCTION TO BE REMOVED Date: June 15, 2006 1/4 If = 1'-011 EXISTING DOOR TO REMAIN �� Drawing Number: EXISTING DOOR TO BE REMOVED 'A0 a 1y ?•4 X010 �� OR O DEMOLITION KEY NOTE (D Otl 1/ t+'7 EMOVE LIGHT FIXTURE Illi DN I I }+++��i II �� ,_5, LLLLLL LIJJJ�= r —1l O III p O II —tc I III ( III CEILING HEIGHT 8'-5" _-- -� r--� ii O / lull i / 0 / CEILING HEIGHT 8'-5" L / COLING HEIGHT 8'-5" IT - II -- V114" F---� �__�\�L----- DNSLOPE DNS --- 411 CEILING HEIGHT W-0 1/2"^� DN DN I \(D UP ol-- IF F1 / J O nom- ILI CEILING HEIGHT W-4 1/2" ' O CEILING HEIGHT 5'-5" _firl 1 (D NF=cErr- SECOND FLOOR DEMOLITION PLAN 1/411 = 11-011 DEMOLITION KEY NOTES: 1. REMOVE WOOD STAIR, RAILING AND DECK 2. REMOVE SCREENS PANELS AND DOORS 3. REMOVE PORTION OF WALL AS REQUIRED FOR NEW CONSTRUCTION. 4. REMOVE PLUMBING FIXTURES. GENERAL DEMOLITION NOTES: 1. REMOVE ALL EXTERIOR SHINGLES, ROOF SHAKES, WINDOWS, TRIM, ETC. 2. SEE FINISH SCHEDULE FOR EXTENT OF RELATED INTERIOR FINISH DEMOLITION. p"C -------------7--- y F 1 LJI �r---�LL VIII Ll --�-----_� --- JI CEILING HEIGHT / rr rr==== j \ CEILING HEIGHT 5'-G" O IffRI--- II I� d O 0 7 I r--� rF== I L--------------------------------------- REMOVE, -------------------------------------- REMOVE, REFURBISH AND REINSTALL FOOTED TUB LEGEND: REMOVE PORTION OF EXISTING BUILDING IN ITS ENTIRETY INCLUDING ROOF, FRAMING, FOUNDATION. ETC. EXISTING CONSTRUCTION TO REMAIN ion But e Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design Mr W -4--j j M -0 U>- L Z Ip .0 t/) DO C: LT _ I M � -O N 06U � O C: =ALL O O O � -0 O Q � 0 M Drawing Name: FIRST FLOOR DEMOLITION PLAN Drawn By: CN Scale: 1/4" = 1'-0" ______- EXISTING CONSTRUCTION TO BE REMOVED Date: June 15, 2006 EXISTING DOOR TO REMAIN Drawing Number: i r EXISTING DOOR TO BE REMOVED �Y �1 4 C010� d 0 2 V OR O DEMOLITION KEY NOTE DEMOLITION KEY NOTES: 1. REMOVE WOOD STAIR, RAILING AND DECK 2. REMOVE SCREENS PANELS AND DOORS 3. REMOVE PORTION OF WALL AS REQUIRED FOR NEW CONSTRUCTION. 4. REMOVE PLUMBING FIXTURES. 5. REMOVE CEILING AND SAVE FOR REINSTALLATION. ATTIC FLOOR DEMOLITION PLAN LEGEND: 1/411 = 11-011 OR O3 TION NOTES: EXTERIOR SHINGLES, ROOF SHAKES, ETC. SCHEDULE FOR EXTENT OF RELATED DEMOLITION. EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED EXISTING DOOR TO REMAIN EXISTING DOOR TO BE REMOVED DEMOLITION KEY NOTE �'"N ion Bute Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design Tr W -111-0 � J +, (u ., o cn _p z C:-0 O �m C 6 CT3 Aj O U) (a O tq Q U) O O U) O U U) � =ALL O � � O ado CL CIO Drawing Name: ATTIC FLOOR DEMOLITION PLAN Drawn By: CN Scale: 1/4" = 1'-0" Date: June 15, 2006 Drawing Number: REMOVE PORTION OF FOUNDATION WALL AS REQUIRED FOR NEW CONSTRUCTION EXISTING MASONRY PIER NEW 10" SONOTUBE, TYP. OF 5 CN ■❑ 0 BASEMENT FLOOR PLAN 1/411 = 1'-0 1 9 17 ME PROJECT NORTH GENERAL NOTES: 1. REFER TO SHEET G1.1 FOR GENERAL NOTES. 2. ALL EXISTING CRAWL SPACES SHALL BE INSULATED. 3. FIRST FLOOR FRAMING SHOWN ON BASEMENT SUPPORTS. TALL ion But e Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design lrte w J }, M ., C/) � C:Oz N .. •O � m -0+� • _ .. MLLL. 07 M O Q C/) O N 06 :3 = = O U U)� L =AL O � +' O O -0O 70 Q (D O CL IM Drawing Name: BASEMENT FLOOR PLAN Drawn By: CN Scale: 1/4" = 1'-0" Date: June 15, 2006 Drawing Number: 6 -1-3 I/A-� A 19 8'-0" 7'-9" 8'-2" 0 0 DN DIN Garden Porch CEILING HEIGHT 6'-6 1/2" IIjj�\�\r -0-6 vz• W26 W25 W24 W23 r•'I W22 W21 I 1 \ W20 � 5ummerRoom 3 15 12 16 II NEW COLUMN TO MATCH EXISTING 8'-3%" EQUAL T EQUAL DN 3'-0' 4y" 3- ICJ CEILING HEIGHT 8'-6 3/4" ao 4 n..4. 450 51' Living Room Entrance Hall 122 78 5F (270/.) L. 88.64 5F ( 19 G%) V. 392 SF 282 SF - -s 48.48 5F (1 2%) L. 73 SF (2G%) L. -t�o-o• 24.24 51` (G%) V 93 5F (33%) V. CEILING HEIGHT 3'-8 1/2" CEWNG HEIGHT V-6" CEILING HEIGHT B' -it" A4.t A4.1 Aad �ro 0 DNO Wi W2 W3 W4 W5 Entrance Porch 41 -0'-4- LIN _ FIRST FLOOR PLAN 1/411 = 11-011 NEW WOOD DOOR 5'--10" V-10" 4'-7" 3`, W 12 W 1 W 10 ,moi N o'N 2X4 WAL •-- Dining Room 3165E � N I � 8G SF (27%) L, a "I I G8 5F (530/.) V II UP o 4 Aal � m �I 2'-9" 3� 33 2 UNDERLVL 32 I 1� J POST ABOVE 0 3 0 2X10 HEADER BEL UP 4'-6" M o x l (3) 2X10 BEL _�2 N Q-_-._ - .— CEILING HEIGHT 6' •Y2 w 8'-O3/6" 1'-" (2) 2X6 POST �P. w 9 G4 5F (21 %) EQUAL EQUA `�1 3/4 X 11 7/8 LVL BEL 4.82 5F ( 10.5%) a OPowder 455E Room o Computer Breakfast Area 25 5F WI h 'cel CEILING HEIGHT r_6" 9.G4 5F (38%) L. W7R, W38 ao W6 4.82 5F (197.) V ALIGN W70 N W9 NEW SHEATHING'M W71 W72 2'-6" 5'-8" 1614" 6-4" I 1 A3R RESTORE EXISTING COLUMNS 1 j'-6" 40 5F jl La ndry 5 SF (8.7%a ':I, 7 SF 15%) L .�. W 3 5 5 (7%) �� o 4 I m Aa�2 �,' 3 ;Ili iq az ti yJ 1 1 Qy" Closet, 63 4p ON ELI0 •o n uD Clo5et1ib�A �I 4. A4.2 V-5" Mud Room E ports Star ge 2'2'-5Y9""1 150 5F 29 5F (I 9%a4 L.pp`, o r 15 5F (1 0%4 2^6V. iV W74 EQUAL EQUAL PROJECT NORTH GENERAL NOTES: 1. REFER TO SHEET 31.1 FOR GENERAL NOTES. 2. SECOND FLOOR FRAMING SHOWN ON FIRST FLOOR WALLS ion But er Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design r 00 -1-a (D /c: J 'M'^ V! OZ'V^, U) O 0-0 iU) C n O U) Q chi) 0 N C =ALL. 0 0 C) L Q ^ 0 V CL � Drawing Name: FIRST FLOOR PLAN Drawn By: CN Scale: 1/4" = 1'-0" Date: June 15, 2006 Drawing Number: --A1.1 wsa W56 55 W55 EQUAL EQUAL 54 51' L' --JJ VJ84 6 SF (I %) L. 3 51' (5.507.) V. Guest Bath # 1 Mr. G. Closet e #I A4.2 Mr. Gordon's Bedroom 31651' 4751'(14.8%)L. 2 1 .5 SF (G.8%) V. CEILING HEIGHT 8'-0 1/2" - EQUAL EQUAL I I W27 27 W28 Mr. G. 6'-6" 5-2" EQUAL EQUAL W52 Gueste Master Bedroom Aa3 Bedroom A43 #I CEILING HEIGHT 8'-5" ALIGN 71' 195 SF 5 5 24.8 SF (14%) L. 9.3 SF (9.7%) L. 12.4 51' (7%) V. 9.65 51' (4 817.) V. CEILING HEIGHT 8'-5" 21 New o ALIGN �1a1 1h DN SLOPE DOWN 1 4" PER 1 N ALIGN o: New -I Existing Passa7J Uest IG -0. e ALIGN Guest e Bath 24 A4'3 3351' #2 5.35 51' ( I G ) L Guest 2.7 s1' (b%) Bedroom # CEILING HEIGHT B'-4 1/2" 2125F 17.2 51' (8%) L. 8.651'(4%)V #2A W31 W33 5'-2* 6'-6" W48 W47 Master Bath 56 SF 14 5F (25%) L. 751'(12.5%)V Master Study Study A4.3 O A4.3 77 s1' 2145F(12%)L. 0.7 5F (G%) V. ALIGN CEILING HEIGHT 8'-5" EQUAL EQUAL EX15ting Hall Martha's 7 Bedroom q43 141 5F 17.251'(12%)L 8.6 5F (G%) V. CEILING HEIGHT 8'-5" SECOND FLOOR PLAN 1/4 If = 1'-011 W34 Closet Linen Closet E6 6'-10" 6'-10" W45 42 4y "MINI -1 NEW 2X4 WALL 3'-0" 3'-O� 7'- 74 51' N 7.751'(10.4%)L. a 7.751'(10.4%)V. � LL II j 'Dressing Room } F (2) 2X6 POST J N m kDOOR . tall DPI IGHT +10'-01 4" RELOCATE EX. Martha's Bath 715E 215ff 10 SFf(15% (1I 5 5% V. 6 A43 W35 Guest Closet #3 --']c �1 C3 1' 13 1 7'-2" 17 w 5-8" 6'-10" T -7y' a 5 A4.3 NEW RIDGE (ABOVE `j (2) 1 3/4 X 11 7/6 LVL --An (2) 1 3/4 X 9 1/2 LVL HEADER Guest Bedroom #3 CEILING HEIGHT 7'-3- 258 SF 39.751'(15.4%)L. 24.4 51' (9.45%) V. NEW GAMBREL ROOF SEE BUILDING SECTION 4.2 SF (3.5%) V. Guest 8'-0" 4'-0" 3'-1 NEW GAMBREL ROOF SEE BUILDING SECTION PROJECT NORTH GENERAL NOTES: 1. REFER TO SHEET G1.1 FOR GENERAL NOTES. 2. ROOF FRAMING SHOWN ON SECOND FLOOR WALLS. ion outer Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design 06 -1--i wo � rtJ `V ^ U) vZ C O O U m C ^� LLCD V �W M O C/) O N 06 o v Cn C: =ALL O C _ ,0 -0 O -0L O Q 00 5M G� Drawing Name: SECOND FLOOR PLAN Drawn By: CN Scale: 1/4" = 1'-0" Date: June 15, 2006 Drawing Number: ROOF PLAN PROJECT NORTH GENERAL NOTES: 1. PROVIDE 3'-0" MINIMUM ICE AND WATER SHIELD AT ALL EAVES, RAKES RIDGES AND VALLEYS ion But e Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design r o6 L C J to ti O U� L-(DCn L- o C: .q:m -0 in C: M LL a� 4-0Mo� U) Q � N o 0 U) C = U) L o C �= O o -0o Q0o Cl ca Drawing Name: ROOF PLAN Drawn By: CN Scale: 1/4" = 1'-0" Date: June 15, 2006 IDrawing Number: - -_'I -- - II11 - - - _ - _ _ - _ - -" - +;i lli jLB--Ir LSI I. rl �llll I'~I I�Ii II —-- IIIAII i] II„ 1 11111 I . II IIII ll:Lrii li11 lll8'11� i lili Iii �i "'- - _ -- _ -- iil]l 11 ---_ _ --- -_ -- - II - — t ' 11111ILE ii,ll it l IIII I I II ' —111 i,, rT1',, li_1_LI I mom FLmmlj,C M Fill] - -_'I -- - II11 - - - _ - _ _ - _ - -" - +;i lli jLB--Ir LSI I. rl �llll I'~I I�Ii II —-- IIIAII i] II„ 1 11111 I . II IIII ll:Lrii li11 lll8'11� i lili Iii �i "'- - _ -- _ -- iil]l 11 ---_ _ --- -_ -- - II - — t ' 11111ILE ii,ll it l IIII I I II ' —111 i,, rT1',, li_1_LI I EAST ELEVATION 1/411 = 1 t -Orr 1111 F Fmi ii 9m 11111 --- Fnl 1 l'i7 I L11,7L1 �,-,L 11,1 I II III � I 1 I'] II II - I,I II 'Ll1! lI1II ll'� "' I 'Illllf IT I1[I1I i1L� �1 T1111_Iu II T r, 11� I �,.I I ,� X11 III I�IIII 1111 �'il1T I Ii111 'I '�i I I � �:I '11 'lillil11111,11 II ,li, 11-_- LLll 111-1 'I_i1 j11 -II FLIP 'I i I II','-- RED CEDAR SHINGLES EXISTING TRIM, PAINTED 5/4 X 4 TRIM, PAINTED (TYPICAL ALL WINDOWS) ELEV 19'-6" ATTIC RED CEDAR ELEV O' -O" SECOND FLOO ELEV 7-9" BEDROOM J1 5/4 X 4 PAINTED \1 TRIM W/1" BULLNOSE tRED CEDAR SHINGLES ELEV. 0'-O" FIR5T FLOOR Ben But le Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design rM� W N � J 'c^^V V! O C/) 1.1.0 O 'C^ 0 v/ .4.8. . ('�.. CIO v' 1:10 LL L. CUo� Q U) O N U)o v � C: =ALL O C: w :0 ,0 o 7C) Lo < 00 •V Drawing Name: EAST ELEVATION Drawn By: CN Scale: 1/4" = 1'-0" Date: June 15, 2006 Drawing Number: 5N In' n Imm M Fill] EAST ELEVATION 1/411 = 1 t -Orr 1111 F Fmi ii 9m 11111 --- Fnl 1 l'i7 I L11,7L1 �,-,L 11,1 I II III � I 1 I'] II II - I,I II 'Ll1! lI1II ll'� "' I 'Illllf IT I1[I1I i1L� �1 T1111_Iu II T r, 11� I �,.I I ,� X11 III I�IIII 1111 �'il1T I Ii111 'I '�i I I � �:I '11 'lillil11111,11 II ,li, 11-_- LLll 111-1 'I_i1 j11 -II FLIP 'I i I II','-- RED CEDAR SHINGLES EXISTING TRIM, PAINTED 5/4 X 4 TRIM, PAINTED (TYPICAL ALL WINDOWS) ELEV 19'-6" ATTIC RED CEDAR ELEV O' -O" SECOND FLOO ELEV 7-9" BEDROOM J1 5/4 X 4 PAINTED \1 TRIM W/1" BULLNOSE tRED CEDAR SHINGLES ELEV. 0'-O" FIR5T FLOOR Ben But le Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design rM� W N � J 'c^^V V! O C/) 1.1.0 O 'C^ 0 v/ .4.8. . ('�.. CIO v' 1:10 LL L. CUo� Q U) O N U)o v � C: =ALL O C: w :0 ,0 o 7C) Lo < 00 •V Drawing Name: EAST ELEVATION Drawn By: CN Scale: 1/4" = 1'-0" Date: June 15, 2006 Drawing Number: 5N In' n Imm JERAL NOTES: REFER TO SHEET A2.1 FOR TYPICAL NOTES. Jon But e Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design qr� M W .a) C:J }, M ., U) ti O U) U� L. .0Mc cn 00 C: LT d CC CU C:) U) Q U) o a) M o 0 � C _ ) LL C: C: 70-0o 70 o Q�o CL CU Drawing Name: SOUTH ELEVATION Drawn By: CN Scale: 1/4" = V-0" Date: June 15, 2006 Drawing Number: Ug1l in x ME-] 10 IN 101 go F1 I me WEST ELEVATION 1/411 = 1 r—Orr 11 L.W 1 TTI f' EllII I.I II q 11. I ll ll,' IIIII'I' 7LLL - ILLII ,111 1i1 MEN IM I!, Ir LMMM 1!1MM MME MLE M WEST ELEVATION 1/411 = 1 r—Orr 11 L.W 1 TTI f' EllII I.I II q 11. I ll ll,' IIIII'I' 7LLL - ILLII ,111 1i1 -I .I ---- -- -— --- -- 111 Ili I I I-1.1 I�r III 11�i1 1111I is I III IIII' IIII-. �.11Il'1 it i i l'' I' rl IIIU' I ill IIL > I I I I ,ili 11 I I I I'i �' I I I I I I I I rl -1 1 jtlll _TI II f 1 Il�'l 1111 "T• _-_ - _ _ 'r ..I .I L I - L � 11 �I� li' Illi I,.'I IJn. I � .i iiLlLl •I,�,JI' I� � I _1l fl illiil 1,-L '�� JII II -11"'--I' • ion Bute Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design /� W 70 0 W C j ELEV. 19'-6" ATTICICU v� o-�� U) L _o z o_ U)_ m 10'-O" SECOND CU CU ELEV. 7'-9"BEDROOM/�� O V) _a) (U ''^^ V! Q L. U) O 06 :3 C: U)O U U) ELM 0'-0" EIR5T FLOOR C 2 V J ID U. -(2' - 6'q SUMMER ROOM .� OO 7C3 —0 L. O 0 O ( CL 5CU GENERAL NOTES: 1. REFER TO SHEET A2.1 FOR TYPICAL NOTES. Drawing Name: WEST ELEVATION Drawn By: CN Scale: 1/4" = 1'-0" Date: June 15, 2006 Drawing Number: M IM -I .I ---- -- -— --- -- 111 Ili I I I-1.1 I�r III 11�i1 1111I is I III IIII' IIII-. �.11Il'1 it i i l'' I' rl IIIU' I ill IIL > I I I I ,ili 11 I I I I'i �' I I I I I I I I rl -1 1 jtlll _TI II f 1 Il�'l 1111 "T• _-_ - _ _ 'r ..I .I L I - L � 11 �I� li' Illi I,.'I IJn. I � .i iiLlLl •I,�,JI' I� � I _1l fl illiil 1,-L '�� JII II -11"'--I' • ion Bute Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design /� W 70 0 W C j ELEV. 19'-6" ATTICICU v� o-�� U) L _o z o_ U)_ m 10'-O" SECOND CU CU ELEV. 7'-9"BEDROOM/�� O V) _a) (U ''^^ V! Q L. U) O 06 :3 C: U)O U U) ELM 0'-0" EIR5T FLOOR C 2 V J ID U. -(2' - 6'q SUMMER ROOM .� OO 7C3 —0 L. O 0 O ( CL 5CU GENERAL NOTES: 1. REFER TO SHEET A2.1 FOR TYPICAL NOTES. Drawing Name: WEST ELEVATION Drawn By: CN Scale: 1/4" = 1'-0" Date: June 15, 2006 Drawing Number: _09, -gam III II r� L.Itll .,L,. LII ILi' III fl �I i I I I if IIIIJ �f II -10•-0` _---+-2,_5 -- 711 \ —,— —rrt- �.I . NORTH ELEVATION 1/411 = 1'-011 ELEV. 19'-G" ATTIC LII L Ir I lil i1_ f _ 11 _I. I�Ih I I. �1JI�f�l II i l_i I I1 I i l J l Lil II I i_ Zitll f _, jllll -i f � I � ELEV. 10'-O" SECOND FLOOR ELEV. 7-9" MR. GORDON'5 ROOM$ ELEV. 0'-0" FIRST FLOOR ELEV. -(2' - G'7 SUMMER ROOM $ GENERAL NOTES: 1. REFER TO SHEET A2.1 FOR TYPICAL NOTES. ion But or Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design 'I W 4-1 C6 AL1 O Z W 0 C/m70 U ) w C nC� � C J CU O Vi Q U)) O N 06 oL)u) C r i ii .O M. D O L O Q � O CL S� L Drawing Name: NORTH ELEVATION Drawn By: CN Scale: 1/4" = VI Date: June 15, 2006 Drawing Number: II WOOD FLOORING OVER 3/4" T&G PLYWOOD - SIMPSON LSTA15 STRAPS W/ 12-10D EACH RAFTER PLYWOOD BLOCKING EA. SIDE AT STRAPS 11 7/8" TJI 560 ® 16" O.C. DOUBLE 2X6 WALL PLATE WOOD TRIM TO MATCH EX. 1X4 PTD. WOOD AP 1/2" PTD. GYP BO WOOD BASE 3/8" CT FINISH FI 1 1/8" CONCRETE 3/4" PLYWOOD SL 9 1/2 " TJI 230 ® 16" D.C., + p F =1111=1_ DOUBLE P.T. SILL-/° III=11_11= IT11-1��1 STAGGER JOINTS "III=111L= GI II= 5/8" DIA. ANCHOR BOLTS ®4'-0" O.C. II AND 1'-0" FROM CORNERS > °p ° n 10" CONIC. FOUNDATION WALL 6 ° 4 2 -#4 CONT. TOP AND c BOTTOM OF WALL AND AROUND CORNERS, TYP. 4" CONCRETE SLAB ° o REINF W/6x6W1.4xW.14 WWF VAPOR BARRIER 4' 10" 44' SECTION @ MUDROOM ADDITION 3/41' = 11-011 2X8 RAFTERS ® 16"O.C. ATTACH RAFTERS TO EXISTING WALL BEYOND W/ 2 16D NAILS AT EACH STUD RED CEDAR SHINGLES OVER CEDAR BREATHER 5/8" COX PLYWOOD SHEATHING R30 FIBERGLASS INSULATION 2X6 PLATE BLOCKING EA. SIDE CONT. 2X10 EL 10'-0" SECOND FLOOR -SIMPSON H1 HURRICANE TIE ® EACH RAFTER, EACH END -CROWN MOULDING _1" WOOD SOFFIT W/1" CONTINUOUS VENT AND SCREEN -5/4 TRIM -1" BULLNOSE -5/4 TRIM -1X4 TRIM -2X6 HEADER SCHEDULED WINDOW 2X6 FRAMING ® 16"0.0 5/4x4 TRIM (TYP) + + 15# FELT 1/2" CDX PLYWOOD R19 INSULATION FROST LINE DEPTH EL 0'-0" _ FINISHED FLOOR c BD, TYP. SEVERE 42'• MODERATE TO HEAVY SLIGHT TO I MODERATE -11 YES N A SLAB DN GRADE I 4000 sl 1 .45 1 7% t1.5% 1 3/4' TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d CONTINUOUS HEADER, TWO PIECES 16d AT 16"oc " CEILING JOISTS TO PLATE, TOE NAIL 3-8d CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d 4' 10" 44' SECTION @ MUDROOM ADDITION 3/41' = 11-011 2X8 RAFTERS ® 16"O.C. ATTACH RAFTERS TO EXISTING WALL BEYOND W/ 2 16D NAILS AT EACH STUD RED CEDAR SHINGLES OVER CEDAR BREATHER 5/8" COX PLYWOOD SHEATHING R30 FIBERGLASS INSULATION 2X6 PLATE BLOCKING EA. SIDE CONT. 2X10 EL 10'-0" SECOND FLOOR -SIMPSON H1 HURRICANE TIE ® EACH RAFTER, EACH END -CROWN MOULDING _1" WOOD SOFFIT W/1" CONTINUOUS VENT AND SCREEN -5/4 TRIM -1" BULLNOSE -5/4 TRIM -1X4 TRIM -2X6 HEADER SCHEDULED WINDOW 2X6 FRAMING ® 16"0.0 5/4x4 TRIM (TYP) RED CEDAR SHINGLES 15# FELT 1/2" CDX PLYWOOD R19 INSULATION FROST LINE DEPTH EL 0'-0" _ FINISHED FLOOR 3/4 ASL RIM BD, TYP. TE GRADE TERMITE SHEILD DOUBLE P.T. SILLS / TERMITE SHIELD_/ r1 11 5/8" DIA. ANCHOR BOLTS ® 6'-0" 0. C. AND 1'-0" FROM CORNERS 8" CONC. FOUNDATION WALL ` 2 -#4 CONT. TOP AND BOTTOM OF WALL, TYP. ° + + 12 ,I° L-1 BUILDING DESIGN LOADS STRUCTURAL DESIGN CRITERIA PER MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ASCE 7-98. CLIMATE AND DEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP ICE SHIELD UNDERLAYMENT REQUIRED FLOOD HAZARDS SPEED WEATHERING FROST LINE DEPTH TERMITE DECAY 45 PSF 120 MPH C (EXEMPT) SEVERE 42'• MODERATE TO HEAVY SLIGHT TO I MODERATE -11 YES N A LL SECTION AT DINING ROOM EXISTING RIM BOARD jk EL 10'-0" Ili FINISHED FLOOR DOUBLE 2X6 WALL PLATE X6 FRAMING /4 CEDAR TRIM " CEDAR BULLNOSE /4 CEDAR TRIM .X12 HEADER #" x5" HIx6" LONG U STEEL U BRACKET W/24" BOLTS (4" gage) TOO WOOD BEAM STRUCTURAL COLUMN TO MATCH EXISTNG X" SS COUPLING NUT ON ii" SS THREADED ROD INSIDE COLUMN PROVIDE NUT AND WASHER TO U BRACKET AT TOP AND EMBED 12" INTO CONC FOUNDATION RED CEDAR DECKING (3)2X8 SIMPSON LUS26 JOIST HANGER 2X8 JOISTS ® 16" O.C. 10" SONOTUBE W/ 1-#5 VERT 3/4" = 1'-0" Y U / / EXISTING WALL AND FOOTING TO W EL BOTTOM OF A BE UNDERPINNED EXISTING FOOTING N / DIA. PERIMETER DRAIN O O O O O O O ZZ CUTBACK ANY PROJECTION THAT a MAY EXISTING (IF 2" MIN. EL -8'-8" 1 w REQUIRED) DRYPACK T.O. SLAB NUNDERPINNING TO BE 3'-0" 2500 PSI AVERAGE I� IYF STONE CONCRETE. 2 �- MAX. ELEVATION BOTTOM OF mililliF STEP WIDTH TO MATCH NEW FOOTING A EXISTING FOOTING 3" MIN IF UNLESS NOTED INTO ROCK OTHERWISE. ELEVATION UNDERPIN EXISTING FOOTINGS WITH 2500 PSI CONCRETE. A SECTION INSTALL UNDERPINNING IN 3'-0" WIDE SECTIONS. SEQUENCE OF INSTALLATION TO FOLLOW DE AIL ABOVE. ALLOW 48 HOURS BETWEEN POURSOAND (2 AND POURSU2 AND O3 TYPICAL UNDERPINNING DETAIL 1. DESIGN LIVE LOADS A. FIRST FLOOR: 1. DEAD LOAD: 10 PSF 2. LIVE LOAD: 40 PSF B. ROOF: 1. DEAD LOAD: 15 PSF 2. SNOW LOAD: PSF Pg= 45 PSF Pf=.7Ce Ct I Pg = 7x1.Ox1.Ox1.Ox45 = 32 PSF Ps= 1.Ox Pf= 1.0x32 = 32 PSF C. WIND: V= 120 MPH EXPOSURE= C (ASCE 7) 261 12 4 117 12 32 PSF 26 PSF j 1 FOUNDATIONS 1. ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL MATERIAL OR ROCK STRUCTURAL FILL HAVING AN ALLOWABLE LOAD-BEARING VALUE OF 4000 POUNDS PER SQUARE FOOT MIMIMUM. REINFORCED CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES (A.C.I,) SPECIFICATIONS FOR STRUCTURAL CONCRETE (A.C.I. 301-99) 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS PER ACI 318-99 AND SHALL BE TYPE -1 NORMAL WEIGHT CONCRETE WITH A 28 DAY COMPRESSIVE STRENGTH (f'c) AS LISTED BELOW. CONCRETE MIX PROPORTIONS SHALL BE DETERMINED ON THE BASIS OF FIELD EXPERIENCE OR TRIAL MIXTURES IN ACCORDANCE WITH A.C.1.318, SEC. 5.3 LOCATIONf'c NAILING JOIST TO SILL OR GIRDER, TOE NAIL W/C AIR CONTENT 1 MAX AGG SIZE FOOTINGS AND FOUNDATION WALLS 1 3000 SI li .50 1 6% f 3/4' BASEMENT SLAB DN GRADE I 3000 sl .50 1 6% t1,5% 1 3/4' EXTERIOR SLAB DN GRADE I 4000 sl 1 .45 1 7% t1.5% 1 3/4' 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS ASTM A615 - GRADE 60. REINFORCING FOR WELDING TO STRUCTURAL STEEL (IF REQUIRED) SHALL BE ASTM A706. WOOD 1. ALL FRAMING LUMBER SHALL BE DRY (19% MAXIMUM MOISTURE CONTENT) DOUG -FIR. PRESSURE TREATED SOUTHERN PINE SHALL BE USED FOR GROUND CONTACT, SILL PLATES, OR EXTERIOR USE. GRADE 2x4 STUD STUD 2x6 STUD STUD 2x6 PLATES #2 2x8 JOISTS OR RAFTERS #2 2x10 JOISTS OR RAFTERS #2 2. PROVIDE 1"x4" CROSS -BRIDGING FOR ALL WOOD JOISTS AT 8'-0"oc. MAXIMUM SPACING AND 2x SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND PARTITIONS. 3. WHERE FRAMING CLIPS OR JOISTS HANGERS ARE USED, NAILING SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. 4. PLYWOOD NAILED TO FRAMING SHALL BE SPACED 4"oc AT EDGES, 10"oc AT INTERMEDIATE SUPPORTS UNLESS SHOWN OTHERWISE. 5. ALL OPENINGS SHALL BE FRAMED WITH DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. NAILING SCHEDULE CONNECTION NAILING JOIST TO SILL OR GIRDER, TOE NAIL 3-8d WOOD I -JOIST TO WALL PLATE 2-1 Od BRIDGING TO JOIST, TOE NAIL EACH END 2-8d SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc TOP OR SOLE PLATE TO STUD, END NAIL 2x4 2-16d 2x6 3-16d 2x8 4-i6d STUD TO SOLE PLATE, TOE NAIL 2x4 4-8d 2x61, 2x8 5-1 Od DOUBLED STUDS, FACE NAIL 16d AT 24"oc DOUBLED TOP PLATES, FACE NAIL 16d AT 16"0c TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d CONTINUOUS HEADER, TWO PIECES 16d AT 16"oc ALONG EACH EDGE CEILING JOISTS TO PLATE, TOE NAIL 3-8d CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 4-16d RAFTER TO PLATE, TOE NAIL 3-8d BUILT-UP CORNER STUDS 16d AT 24"oc BUILT-UP GIRDER AND BEAMS 20d AT 32"oc AT TOP AND BOTTOM AND STAGGERED 2-20d AT ENDS AND AT EACH SPLICE PLYWOOD: SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING): 1/2" AND LESS 8d 5/8" - 3/4" 10d NOTES: SCHEDULE BASED UPON COMMON WIRE NAILS. LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTE SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER IS ACCEPTABLE. COMMON WIRE NAIL DIAMETERS 6d 0.113" 8d 0.131" 10d 0.148" 12d 0.148" 16d 0.162" 20d 0.192" ion But e Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design rM� W 4_0 (1)�� J V) U) /� O z W O zm-0 Tw \^^V\\ LE v, Co O /��/� V! co/) O N 06 o v � C: _ LL O � � O Q �o TLICU L Drawing Name: BUILDING SECTIONS Drawn By: CN Scale: AS NOTED Date: June 15, 2006 Drawing Number: R19 EXISTING WALL SIMPSON A35 FORMING ANGLE EACH RAFTE 2X8 RAFTERS ® 16"O.C. EXISTING RIM BOARD RED CEDAR SHINGLES OVER CEDAR BREATHER 5/8" COX PLYWOOD SHEATHING R30 FIBERGLASS INSULATION CONT. 2X10 SIMPSON H1 HURRICANE TIE ® EACH RAFTER, EACH END CROWN MOULDING 1" WOOD SOFFIT W/1" CONTINUOUS VENT AND SCREEN 1X4 TRIM 2X6 HEADER SCHEDULED WI 2X6 FRAMING ® 16"O.C. 5/44 TRIM (TYP) ALASKAN YELLOW CEDAR SHINGLES 15# FELT 1/2" CDX PLYWOOD R19 INSULATION.--------. EL 0'-0" _ FINISHED FLOOR - 1 3/4 ASL RIM BD, TYP. APPROXIMATE TERMITE DROPPED 4BEAM1 7/8 LVL— DOUBLE 2X6 WALL PLATE -WOOD TRIM TO MATCH EX. 1X4 PTD. WOOD APRON 1/2" PTD. GYP BOARD WOOD BASE PLYWOOD SUBFLOOR CONIC. FOUNDATION WALL + 2 —#4 CONT. TOP AND BOTTOM OF WALL AND AROUND CORNERS, TYP. DOUBLE P.T. SILL STAGGER JOINTS 5/8" DIA. ANCHOR BOLTS ® 4'-0" O.C. AND 1'-0" FROM CORNERS + 4" CONCRETE SLAB REINF W/6x6W1.4xW.14 WWF 4" 110° 4"VAPOR BARRIER I EXISTING FOUNDATION SECTION @ KITCHEN ADDITION 3/4" = 1'-0" SIMPSON TS9 STRAPS 1/RAFTER SET ALTERNATE SIDES NEW RIDGE BEAM (2) 1 3/4 X 11 7/8 CONT. LVL NEW 2X6 CEILING JOISTS REMOVE EXIST. CEILING JOISTS \\\\ \ II \\ 1 1/2" DIA. WOOD HAND RAIL \\\ \\ f \\ II rAL RAIL SUPPORT— (N)\\\\\ STAIR WALL \ \ 7 (2) 1 3/4 x 7 1/2 \I I \ \ l� \ 11=_— PROVIDE 1" STRINGER \\ -T�\\ ® CL UNDER STAIR \ II \\ \ �_-T\ NEW 4" SLAB STAIR WALL STAIR STRINGER — STAIR TREAD 1" NOSING TYP. STAIR STRINGER — STAIR TREAD 11" NOSING TYP. SIMPSON H1 HURRICANE TIE ® EACH RAFTER, EACH END FLASHING SIMPSON A35 FORMING ANGLE EACH RAFTER CONT. 2X10 EL 1 D'—" SECOND0FLOOR SIMPSON H1 HURRICANE TIE ® EACH RAFTER, EACH END CROWN MOULDING 1" WOOD SOFFIT W/1" CONTINUOUS VENT AND SCREEN 5/4 CEDAR TRIM CEDAR BULLNOSE 5/4 CEDAR TRIM 2)2X12 HEADER #" x5" HIx6" LONG U STEEL U BRACKET W/24' BOLTS (4" gage) TOO WOOD BEAM STRUCTURAL COLUMN TO MATCH EXISTNG C SS COUPLING NUT ON i" SS THREADED ROD INSIDE COLUMN PROVIDE NUT AND WASHER TO U BRACKET AT TOP AND EMBED 12" INTO CONC FOUNDATION RED CEDAR DECKING _ EL 0'-0" ISF LNED 4 OOR FINISHED FLOOR (3)2X8 SIMPSON LUS26 JOIST HANGER 2X8 JOISTS ® 16" O.C. 10" SONOTUBE W/ 1—#5 VERT SECTION @ NEW STAIR 3/4„ = 1'-0,1 on But e Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/16/06 Kitchen Design Drawing Name: BUILDING SECTION Drawn By: CN Scale: 3/4" = 1'-0" Date: June 15, 2006 Drawing Number: NORTH INTERIOR ELEVATIONS @ SUMMER ROOM 1/4'=l'-0' PATCH AND REPAIR WALL F fflpw�m R-�- S- Mill 1 1 1 rwi7i EAST SOUTH NORTH EAST INTERIOR ELEVATIONS @ LIVING ROOM v4'=l'-o' NORTH INTERIOR ELEVATIONS @ ENTRY HALL 1/4'=l'-0' NEW CROWN, TYP PATCH AND REPAIR WALL 1 A�-M AN W. EAST , NEW BOOKCASES � NEW MANTEL & RAISED PANEL o _ o EXIST. PLASTER TO REMAIN u 0 NORTH /—NEW STONE FACING AT EAST EXISTING FIREPLACE INTERIOR ELEVATIONS @ DINING ROOM 1/4'=l'-0' SOUTH SOUTH NEW 1/2 X 4 TRIM NEW GWB SOUTH PATCH AND REPAIR WALL r-1 17-117-1 r1 r-1 7--11 7-117-7 WEST WEST PATCH AND REPAIR WALL FEE oil 11, WEST WEST PATCH AND REPAIR WALL FEE WEST WEST NEW GWB EXISTING CROWN GENERAL NOTES 1. REFER TO FINISH SCHEDULE FOR EXTENT OF NEW AND EXISTING FINISHES. 2. PROVIDE NEW TRIM AT ALL EXTERIOR WINDOWS AND DOORS TO MATCH EXISTING on Bute Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design T� W J o �Loz _o�m� MT L. CU O (n Q (/)0 N U) o v � C: _ IL)H 0O -0 C:) L. Quo Q M Drawing Name: INTERIOR ELEVATIONS Drawn By: CN Scale: 1/4" = 1'-0" Date: June 15, 2006 Drawing Number: oil WEST WEST NEW GWB EXISTING CROWN GENERAL NOTES 1. REFER TO FINISH SCHEDULE FOR EXTENT OF NEW AND EXISTING FINISHES. 2. PROVIDE NEW TRIM AT ALL EXTERIOR WINDOWS AND DOORS TO MATCH EXISTING on Bute Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design T� W J o �Loz _o�m� MT L. CU O (n Q (/)0 N U) o v � C: _ IL)H 0O -0 C:) L. Quo Q M Drawing Name: INTERIOR ELEVATIONS Drawn By: CN Scale: 1/4" = 1'-0" Date: June 15, 2006 Drawing Number: CROWN MOULDING .- -- LIGHT FIXTURE MIRROR WOOD WAINSCOT WOOD BASE COAT HOOKS 14 West Lane BEAD I I BENCH i CROWN MOULDING .- -- LIGHT FIXTURE MIRROR WOOD WAINSCOT WOOD BASE COAT HOOKS 14 West Lane BEAD I �- BENCH I SHOE CUBBIES CROWN MOULDING .- -- LIGHT FIXTURE MIRROR WOOD WAINSCOT WOOD BASE EAST SOUTH NORTH NORTH EAST INTERIOR ELEVATIONS @ POWDER ROOM / INTERIOR ELEVATIONS @ MUD ROOM WALL MOUNTED WOOD SHELVES 0 0 _ o I I'' III !1ijil'Bilii i it III IIIIIII� h NORTH EAST SOUTH WEST NORTH COAT HOOKS 14 West Lane BEAD BOARD �- BENCH of SHOE CUBBIES 06/15/06 Kitchen Design WOOD BASE M�� W EAST SOUTH NORTH NORTH EAST INTERIOR ELEVATIONS @ POWDER ROOM / INTERIOR ELEVATIONS @ MUD ROOM WALL MOUNTED WOOD SHELVES 0 0 _ o I I'' III !1ijil'Bilii i it III IIIIIII� h NORTH EAST SOUTH WEST NORTH EAST SOUTH WEST CROWN MOULDING \ I IGNT PiXTIIRF MIRROR WOOD WAINSCOT WOOD BASE I II EAST SOUTH WEST F 7 INTERIOR ELEVATIONS @ LAUNDRY ROOM A INTERIOR ELEVATIONS @ LAVATORY <- PATCH AND REPAIR WALL - NORTH EAST INTERIOR ELEVATIONS @ MR. GORDON'S ROOM v4•=r-a' TIE0 ■ EAST INTERIOR ELEVATION @ MR. GORDON'S BATH t/4'=1'-0' SOUTH it M-PPOP, I -GHT F YTIIPF SHELF WOOD WAINSCOT MARBLE COUNTER WOOD CABINET WOOD BASE SOUTH WEST NORTH EAST SOUTH WEST INTERIOR ELEVATIONS @ GUEST ROOM v4'=r-o• PATCH AND REPAIR WALL Jonathan P. Butler o 14 West Lane 0 IS OEM Niantic, CT 06357 (860)739-9180 0 of Revisions: 06/15/06 Kitchen Design M�� W 4-1 C:J EAST SOUTH WEST CROWN MOULDING \ I IGNT PiXTIIRF MIRROR WOOD WAINSCOT WOOD BASE I II EAST SOUTH WEST F 7 INTERIOR ELEVATIONS @ LAUNDRY ROOM A INTERIOR ELEVATIONS @ LAVATORY <- PATCH AND REPAIR WALL - NORTH EAST INTERIOR ELEVATIONS @ MR. GORDON'S ROOM v4•=r-a' TIE0 ■ EAST INTERIOR ELEVATION @ MR. GORDON'S BATH t/4'=1'-0' SOUTH it M-PPOP, I -GHT F YTIIPF SHELF WOOD WAINSCOT MARBLE COUNTER WOOD CABINET WOOD BASE SOUTH WEST NORTH EAST SOUTH WEST INTERIOR ELEVATIONS @ GUEST ROOM v4'=r-o• PATCH AND REPAIR WALL Jonathan P. Butler AIA LLC 14 West Lane 0 IS OEM Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design M�� W 4-1 C:J M-PPOP, I -GHT F YTIIPF SHELF WOOD WAINSCOT MARBLE COUNTER WOOD CABINET WOOD BASE SOUTH WEST NORTH EAST SOUTH WEST INTERIOR ELEVATIONS @ GUEST ROOM v4'=r-o• PATCH AND REPAIR WALL WEST PATCH AND REPAIR WALL GENERAL NOTES: 1. REFER TO FINISH SCHEDULE FOR EXTENT OF NEW AND EXISTING FINISHES. 2. PROVIDE NEW TRIM AT ALL EXTERIOR WINDOWS AND DOORS TO MATCH EXISTING ion out or Jonathan P. Butler AIA LLC 14 West Lane 0 IS OEM Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design WEST PATCH AND REPAIR WALL GENERAL NOTES: 1. REFER TO FINISH SCHEDULE FOR EXTENT OF NEW AND EXISTING FINISHES. 2. PROVIDE NEW TRIM AT ALL EXTERIOR WINDOWS AND DOORS TO MATCH EXISTING ion out or Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design M�� W 4-1 C:J -5 Cl) v Z L. C 0 � 0 C/)C iCU U V0 111 CD O 4-0 U) (D U)o� L. U) o U U) c_�H 0 0 L. Q �o 5� L Drawing Name: INTERIOR ELEVATIONS Drawn By: CN Scale: 1/4" = 1'-0" Date: June 15, 2006 Drawing Number: A4.2 JE -'E■ Drawing Name: MIRROR = 717,11jr7o 0 1 I II�m_� n-1 C� a .1 I NORTH INTERIOR ELEVATIONS @ MASTER BEDROOM NORTH INTERIOR ELEVATIONS @ MASTER STUDY EAST SOUTH curl vrc El I. ■1 1� X1.1 1— EAST SOUTH NORTH EAST INTERIOR ELEVATIONS @ GUEST ROOM PATCH AND REPAIR WALL NORTH EAST INTERIOR ELEVATIONS @ MARTHA'S BEDROOM va'=r-o• NORTH INTERIOR ELEVATIONS @ GUEST BEDROOM va•=e-o' SOUTH WEST WEST -'E■ Drawing Name: MIRROR = 717,11jr7o 0 1 I II�m_� 1 111 010 a NORTH EAST INTERIOR ELEVATIONS @ MARTHA'S BEDROOM va'=r-o• NORTH INTERIOR ELEVATIONS @ GUEST BEDROOM va•=e-o' SOUTH WEST WEST SOUTH WEST WOOD BOOKSHELVES -'E■ Drawing Name: MIRROR = :mil 0 1 I II�m_� 1 111 010 a .1 I • =1 'IL TILE BASE I��1 SOUTH WEST WOOD BOOKSHELVES WEST LIGHT FIXTURE MEDICINE CABINET WOOD WAINSCOT MARBLE COUNTER WOOD CABINET WOOD BASE NORTH INTERIOR ELEVATIONS @ MASTER BATH SOUTH �. see I IllllllllllllilollIIIIii�iiiii�i�iii�illllllD��iill�� ...:. NORTH EAST SOUTH WEST INTERIOR ELEVATIONS @ GUEST BATH #3 -'E■ Drawing Name: MIRROR = :mil : 1 I II�m_� 1 111 010 r .1 I • =1 'IL TILE BASE I��1 1-1 1�1�11 WEST LIGHT FIXTURE MEDICINE CABINET WOOD WAINSCOT MARBLE COUNTER WOOD CABINET WOOD BASE NORTH INTERIOR ELEVATIONS @ MASTER BATH SOUTH �. see I IllllllllllllilollIIIIii�iiiii�i�iii�illllllD��iill�� ...:. NORTH EAST SOUTH WEST INTERIOR ELEVATIONS @ GUEST BATH #3 NORTH IJLIM IIIIIIh IIIIIIIIIIIIII� U � 'IIIIIIIIIIIV�� I��JINIIIIIIIIIIIIIIIII��I�I,.,dlllllllllll�llllllllllllllllllll II •' • INTERIOR ELEVATIONS @ GUEST BATH -'E■ Drawing Name: MIRROR = :mil : 1 I II�m_� 1 111 010 r .1 NORTH IJLIM IIIIIIh IIIIIIIIIIIIII� U � 'IIIIIIIIIIIV�� I��JINIIIIIIIIIIIIIIIII��I�I,.,dlllllllllll�llllllllllllllllllll II •' • INTERIOR ELEVATIONS @ GUEST BATH -'E■ Drawing Name: MIRROR = :mil : 1 I II�m_� 1 111 010 .1 NORTH IJLIM IIIIIIh IIIIIIIIIIIIII� U � 'IIIIIIIIIIIV�� I��JINIIIIIIIIIIIIIIIII��I�I,.,dlllllllllll�llllllllllllllllllll II •' • INTERIOR ELEVATIONS @ GUEST BATH NORTH EAST INTERIOR ELEVATION @ JOHN'S BATH 1/4'=P-0' LIGHT FIXTURE MEDICINE CABINET WOOD WAINSCOT WOOD BASE LIGHT FIXTURE MIRROR WOOD WAINSCOT MARBLE COUNTER WOOD CABINET aaura.�:r_r.-m SOUTH m 0 WEST ion Bute Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 02/01/06 Kitchen Design 06/15/06 Kitchen Design o6 .� C J co +-, o U % � C/)^,�^, L MMO 70 Q C/) W C 41 ^\� O to 4-0Co O U) O N 06 O U U) U) LL O O � O Q0o Q CM G Drawing Name: MIRROR INTERIOR CLASS MOSAIC Id � .1 1�■I WOOD CABINET NORTH EAST INTERIOR ELEVATION @ JOHN'S BATH 1/4'=P-0' LIGHT FIXTURE MEDICINE CABINET WOOD WAINSCOT WOOD BASE LIGHT FIXTURE MIRROR WOOD WAINSCOT MARBLE COUNTER WOOD CABINET aaura.�:r_r.-m SOUTH m 0 WEST ion Bute Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 02/01/06 Kitchen Design 06/15/06 Kitchen Design o6 .� C J co +-, o U % � C/)^,�^, L MMO 70 Q C/) W C 41 ^\� O to 4-0Co O U) O N 06 O U U) U) LL O O � O Q0o Q CM G a'T�1�:71��Nlli.• WEST 1. REFER TO FINISH SCHEDULE FOR EXTENT OF NEW AND EXISTING FINISHES. 2. PROVIDE NEW TRIM AT ALL EXTERIOR WINDOWS AND DOORS TO MATCH EXISTING Scale: 1/4" = V-0" Date: June 15, 2006 Drawing Number: Drawing Name: MIRROR INTERIOR CLASS MOSAIC ELEVATIONS MARBLE COUNTER�;� WOOD CABINET 'IL TILE BASE }1r Drawn By: CN a'T�1�:71��Nlli.• WEST 1. REFER TO FINISH SCHEDULE FOR EXTENT OF NEW AND EXISTING FINISHES. 2. PROVIDE NEW TRIM AT ALL EXTERIOR WINDOWS AND DOORS TO MATCH EXISTING Scale: 1/4" = V-0" Date: June 15, 2006 Drawing Number: IMPACT ZONE 3 STORM PLUS CLAD ULTIMATE DOUBLE HUNG AND CASEMASTER WINDOWS BY MARVIN W/ INSULATED LOW E II - ARGON dHI I � El CUDH3228 CUDH3228 Not Used FM 0 E _ _CUDH3032 CIJDH3032_ CUDH3032 _ Tempered Tempered Tempered s W4 WS W6 W1 W2 W3 o o B B El 1:1 CUDH2422 CUDH2422 OJDH2422 CUDH2628 CUDH2628 W17 W78 W19 W20 W21 Mme Ur cAix Tempered Tempered CUDH1618 CUDH2420 CUSTOM CASEMENT H2420 EGRESS ROUGH SILL HEIGHT SHALL BE A MINIMUM OF 2 1/2" ABOVE ROOF SHEATHING W29 W30 W27 27 W28 El CUDH3020 E3 CAM CUSTOM R.O. 1'-4" X 2'-10 3/4' E9 B CUDH2628 New Location W7R CUDH2628 Fq El CUDH3228 W22 FASTING HEADER W31 E2 W33 E4 E5 LINE OF EXISTING HEADEl A Lj 1j LlE 0 CUDH3020 CUDH3020 CUDH3226 CUDH3226 CUDH3226 CUD112026 CUDH3226 CUDH2026 CUDH3226 Tempered EGRESS EGRESS W44 W45 W46 W47 W48 W49 W50 W51 W52 LINE OF EXISTING HEADER 0 Ij F1 O LAWN CUSTOM R0. 1'-4" X 2'-10-10 3 4 31e " CRI 1 CUDH2012 CUDH2620 CUDH2012 R.0.3'-6' X 1'-8" W60 E1 W62 W63 W64 FU RAE 012 CUDH3012 CUDH3012 CUGH3012 CUDH3012 CUDH3 ROUGH SILL HEIGHT SHALL BE A MINIMUM OF 2112" ABOVE ROOF SHEATHING W65 65 W66 W67 67 W68 16 Ll CUDH3228 E3 oE CUDH2014 CUDHI124 CUDH111 New Location in Kitchen B CUDH3226 EGRESS W53 CUDH3226 EGRESS W69 0[90 CUDH1616 CUDH2416 CUDH1616 10 W11 W12 Not Used Not Used Not Used Not Used Not Used W13 Wi4 14 W15 Wi6 _ CUDH3032 CUDH3032 CUDH3032 _ Tempered Tempered Tempered W24 W25 W26 El [I 0 0 CUDH3020 CLICH3020 CUSTOM CASEMENT Not Used Not Used CUSTOM CASEMENT EGRESS EGRESS W38 W39 rdFT711 =1 CUDH2016 0 a CACIRL R.O. 2'-3' X 2'-3' OJDH2420 CUSTOM CASEMENT CUDH2420 ESUS ROUGH SILL HEIGHT SHALL BE A MINIMUM OF 2 t/2" ABOVE ROOF SHEATHING W54 W57 W55 55 W56 o � , CUDH3226 CUDHI626 W73 W74 CACIRR R.O. 2'-3" X 2'-3" ion Bute Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design /yam W 4_0 J Clio O U ~ U) v V/ LZ O O U C M O 'v^^, VJ Q vi O N C = LL .O C: O � L O Q (D O Drawing Name: WINDOW DETAILS Drawn By: CN Scale: 1/4" = T-0" Date: June 15, 2006 Drawing Number: A501 IMPACT ZONE 3 STORM PLUS CLAD ULTIMATE SWINGING FRENCH DOORS BY MARVIN W/ INSULATED LOW E II - ARGON SOLID WOOD DOORS; TRUSTILE 5000 SERIES Clad 1 Lite Door w/ Panel I: Mary Gordon Roberts House_ at Fishers Island Door Schedule 0 7 13" x 6'-8" TS 5000 C TR Not Used 0 1'-6' x 7'-V 3'-0' x 7'-0" 1'-6"X7'4 REUSE EXISTING CUIFD 3070 (RH) kk"ll, 4p 0 12 Note, New interior doors Wil 19 15 6 0 0 0 0 0 0 Frame Size � 0 3'-03/8 X6-0716" Door# Location 0 Description (Hardware (Screen Doors 2$" x 6-13" 2'-8" x 6-8" 2'-8" x 6'-0" 7.13" x 0-8" TS 5000 C TR TS 5000 C TR TS 5000 C TR TS 5000 C TR o Q 6A 6f3 s o e Li 2'-6" x 6'4" 2-8" x T-0" CUIFD(LH) CUIFD(RH) CUIFD(LH) to II 12 Note, New interior doors Wil 19 15 6 0 be k tll 316' nel,, TR 20 'Marvin Call # 012006 Frame Size M ngDF, Stone River Bronze 3'-03/8 X6-0716" Door# Location 'Size Description (Hardware (Screen Doors 11 Entrance Porch to Entrance Hall 3'-0" x 7'-0" Marvin Clad Insvdng Door Exterior Keyed Patio ;Metal Frame by Manan 2' Powder Room to Entrance Hall x 6-8" TS 5000 C TR Interior Passage w/ Bolt'' None _ _ _ 3�Not Used _12-6' _ ' Not Used _ _ _ _ Not Used Not Used (Exterior 'Not Used 41 Porch to Mud Room 3'-0" x 6'-8" w/ Sidelight Marvin Clad Inswing Door Keyed Patio Metal Frame by Marvir 5Mud Room to Laundry 2'-8" x 6-8" TS 5000 C Interior Passage None _ _ _ - - - _ - - - - 6A,Mud Room to Closet 12'8" x 6'-8" _TR_ — _ - TS 5000 C TR -I .. 1, Interior Passage None 6B Mud Room to Closet 2'-0" x 6'-0" TS 5000 C TR Interior Passage None 7' Mud Room to Lay. 2'-8" x 6'-8" TS 5000 C TR- j Interior Passage w/ Bolt None 8'Mud Room to Kitchen Dining Area 9 2'-8" x 6'-8" - TS 5000 C TR -Interior I Passage None None 9 Exterior to Kitchen 12-6' x 6'-8" ' Marvin Clad Insw ri Door g 'Exterior Keyed Patio_ Metal Frame by Martin 1 D Dining Room to Extortor 2'-8" x T-0" Marvin Clad Outsvdn Door 9 I None 'None tete _ _ tete - 11 Dining Room to Exterior _ 12'-8" x 7-0" Mandn Clad Outsveng Door Exterior Non -Keyed Pati, TBD __ _ 12 Dining Room to Exterior 2'-6'x 7.0" _ _� Marvin Clad Outswmg Door -FExterlor No_n_-K_e_ yed Pati,TBD _ - _ _ _ _ 13 Dining Room to Exterior 2-8" x 7-_0" Marvin Clad Outswing Door _ _II None - _ None _ _ 14 Dining Room to Exterior 2'-8" x 7 0" Marvin Clad Outsvong Door None None 15 Dining Room to Exterior 2'8" x 74" Marvin Clad Outsvnng Door Exterior Non -Keyed Pati,TBD CUDH2628 16 Dining Room to Exterior 2'-6'-x 7-0' Marvin Clad Outswmg.Door tete Exterior on -Keyed Path TBD -__ N__ -_ - - - -_ - 77 Dining Room to Exterior 2'-8" x T-0" Marvin Clad Outsvring Door None None _ - 187Garden Porch to Entrance Hall 13'-0" x 7-0" Marvin Clad Inswing Door Exterior Keyed Patio _ Metal Frame by Marvin Exterior to Summer Room 2'-8" x T-0" _ Marvin Clad Inswnng Door 'Exterior Non -Keyed Patil Metal Frame by Marvin _ _19 _ 20 Exterior to Summer Room 2'-8" x T -D" n Clad Inswing Door Marvin 'Exterior Non -Keyed Pati, Metal Frame by Mar vin _ '_tete__ - 21 New Hall to Guest Bedroom #1 -_- !2'-8" x 64" TS 5000 C TR Reuse Existing None - 22 Guest Closet #1 to Guest Bedroom #1 3'-0" x 6'-8" TS 5000 C TR _ ,Interior Passage None 23 Guest Closet #2B to Guest Bedroom #2 3'-0" x 6'-0" TS 5000 C TR Interior Passage None 24 Guest Bath #2 to Guest Bedroom #2 2'-4' x 6'-8" TS 5000 C TR Reuse Existing None 25 Exsiting Hall to Master Study 2'-6" x 6'-8" TS 5000 C TR_ - Reuse Existing None -'- 26 Master Study Closet to Master Study 3-0, x 6'.8" TS 5000 C TR Interior Passage 313/8"X5'-0318" 27 Master Bedroom Closet to Master Bedroom x 6'-0" TS 5000 C TR Interior Passage None 28 Attic to John's Bath ,3'-0" 12'-4" x 6-8" TS 5000 C TR Reuse Existing None _ 29 Not Used Not Used Not Used (Not Used Not Used - _ - -11'.10--- 30 Kitchen to Closet __-_ x 6'-0" - - - TS 5000 C TR iIter - _ nterior Passage _ 'None 31, Kitchen to Basement Stair 2'-0" x 6'-0" QTS 5000 C TR 'Interior Passage ,None 32,K1tchen to Guest Room Stair 2'-0" x 6'-8" TS 6000 C TR Interior Passage ,None - --mite 33'Kitchen to Computer Room -__-tete__ 2'-0" x 6'-8" _ TS 5000 C TR Interior Passage (None 341 Back Hall to Guest Room 2'8" x 6'-8" _ _ TS 5000 C TR Interior Passage None 35 Guest Room #3 to Guest Closet #3 11 x 6'$" TS 5000 C TR Interior Passage - None _ 36 Guest Room #3 to Guest Closet #3 -IT-8 X2'-9" x 6'41" TS 5000C TR _ ___ Interior Passage - None 37 Guest Room iia to Dressing Room tete__ 2'. x 6'-0" _ _- TS 5000 CTR tete _ Interior Passage - None tete - - tete - 38 Guest Room #3 to Guest Bath #3 tete 2'-8" x 6'-8" ITS 6000 C TR 1, Interior Passage None Li 2'-6" x 6'4" 2-8" x T-0" CUIFD(LH) CUIFD(RH) CUIFD(LH) to II 12 13 19 15 6 0 19 20 Mary Gordon Roberts House at Fishers Island 0 Window Schedule 0 0 10/31/051__._ __- tete - Window # 'Marvin Call # 'Rough Opening Frame Size W1 'CUDH3032 3'-03/8 X6-0716" 2-113/8"X6-03/8" W2 ICUDH3032 '3'-03/8 X6'-07/8" 2'-113/8"X6'-03/8" W3 iCUDH3032 3'-0 3/8" X6-0 7/8" 2-11 318" X6'-0 3/8" W4 [CUDH3228 3'-23/8"X5'-47/8" 3'-1318"X5'-43/8" _ W5 'CUDH3228 '3'-23/8"X5'-47/8" 3'-13/8"X5-4318" W6 CUDH2628 2'-8 3/8" X5'-4 7/8" 2-7 316' X 5'-4 318" W7 CUDH2628 2'-8 318" X5'-4 7/8" 2-7 318" XPA 318" W8 CUDH2628_ 2-8 3/8" X5'-4 7/8" 2'-7 3/8" XS' -4 318" _ W9 CUDH2628 2'-8 3/8" X5'-4 7/8" 2-7 3/8" X5'-4 318" _ W10 CUDH1616 1'-10 3/8" X 3'-4 718" ' 1'-9 3/8" X 3'A 3/8" W10A CUDH1616 V-10 3/8" X3'-47/8" T-9 318" X3-4 3/8" W11 CUDH2416 T-63/8 X3-47/8" 25318 X3'-4318" W12 CUDH1616 1'-10 3/8 X3'-4 7/8' T-9 3/8' X 3'-4 318" W13 ICUDH2428 2'-53/8 X5-47/8" 253/8'X5-03/8" -- W14 ICUDH2428 2'-6 3/e" X5'-0 7/8" 2-5 3/8" X5'-4 318" W14A 'CAWN2836 2-5"X211518" 24 X2'-111/8" W15 CUDH2828 T-10318 X5'-47/8' 293/8'X5'-4318" W16 CUDH2422 2'-6 3!8 X4-4 7/8" 2 5 3/8" X 4-4 318" W17 CUDH2422 2'-63/8 X447/8" 2-53/6 X4-43/8" Wig CUDH2422 2-6 3!8 X 4-4 7/8" 7-5 3/6 X 4'-4 3/8" wig CUDH2422 2-6 3/8 X 4-4 7/8' 2-5 3/8 X 4'-4 3/8" W20 CUDH2628 2'-8 3/8 X 5 4 718" 2-7 3/8 X 5-4 3/8" W21 CUDH2628 2-8 3/8 X5'-4 7/8" 2-7 3/6 X 5'-4 3/8" W2._2 CUDH3228 T-23/8 X54718" 313/8'X5'-43/8" _ W23 CUDH3228 3'-2318 X5-47/8" S-1 318" X 5'-4 3/8" W24 'CUDH3032 3'-03/8"X6-07/8" 7-113/8"X6'-03/8" W25 CLJDH3032 3'-0 318" X6' -O 7/8" 2-11 3/8" X6'-0 3/8" W26 CUCH3032 T-0 3/8 X6 ' -O 7!8" 2-11 318" X6'-0 3/8" _ W27 CUDH2420 2'-6318 X4-07/8" '25318'X4-0318" W27A CUSTOM CASEMENT 2'-6318 X4-0718" 253/6'X4-0318" W28 CUDH2420 2'-6 3/8" X4-0 7/8" 2-5 318" X 4-0 318" W29 CUDH1618 1'-10 3/8" X3'-8 7/8" 1'-9 3/8" X3'-8 3/8" W30 CUDH2O14 2'-2318"X3-07/8" 2-13/8"X3-0318" W31 CUDH3226 3'-2 3/8" X5-0 7/8" 3'-1 318" X 5'-0 318" W32 .CUDH3226 3'-2318 X5'-07/8" 313/8"X5'-0318" W33 CUDH2O26 2'-2318 X5'-0718" 213/8"X5' -D 318" W34 IICUDH3226 T2 3/8" X5'-0 7/8" 3'-1 3/8" X5' -D 3/8" W35 'ICUDH3226 3'-2 318" X5'-0 718" 3-1 318" X5' -D 3/8" W36 CUDHI624 1'-103/8"X4-87/8" 1'-93/8"X4'.B 3/8" W37 -tete CLJDHIG24 1'-103/8"X4'87/8" 1'-93/8"X4'-83/8" W38 2'-2 3/8" X3-0 7/8" " X T-0 3/8 2-1 3/8 " _ W39 _CUDH2O14 CU 3'-0 3/8" X4-0 7/8" 2'-11 3!8" X4-0 3/8" _ W40 CUDH3020 T-0 3/8" X4-0 718" 2-11 3/8" X4'-0 3/8" W41 CCM3240 T'9"X3'-35/8" 2'-8"X3'-3118" W42 CCM3240 2'-9"X3'-3518" 2-8"X3'-3118" W43 CUDH3020 3'-0 3/8" X4-0 7/8" 2'-11 318" X4'-0 3/8" _ W44 !CUDH3020 3'-03/6"X4-07/8" 2-113/8"X4'-03/8" W45 IICUDH3020 3'-03/8"X4-07/8" 2-113/8"X4'-03/8" W46 (CUDH3226 3'-23/8"X5'-07/8" 3'-13/8"X5'-03/8" W47 'CUDH3226 3'-23/8"X5'-07/8" 3'-1318"X5'-0318" W48 CUDH3226 3'-2 3/8" X5'-0 7/e" 3'-1 3/8" X 5'-0 3/8" W49 CUDH2O26 12'-2 3/8" X 5'-0 70 2-1 3/6' X U-0 318" W50 _ _ _ CUDH3226 13'-2 3/8" X 5'-0 718" 3'-1 3/8" X 5'-0 3/8" - W51 - CUDH2O26 2'-2 318" X5'-0 718" 2'-1 3/8" X 5'-0 318" W52 CUDH3226 3'-23!8"X5'-07/8" 3'-13/8"X5'-03/8" W53 CUDH3226 T-2 3/8" X5'-0 7/8" 13-1 3/8" X5'-0 3/8" W54 _ CU_DH2O16 2'-2 318" X3'-4 7/8" 2'-1 3/8" X3'-4 318" _ W55 CLJDH242D 2'-6 3/8" X4-0 7/8" '2-5 3/8" X4-0 318" W55A CUSTOM CASEMENT 2'-63/6"X4'-07/8" 1,2-5318"X4-03/8" W66ICUDH2420 2'-63/8"X4'-07/8" '2'-5318"X4'-0318" W57 CAC1 RL '2'-3"X2-3" W58 CACIRR :2'-WX2'-3" W59 CAWN CUSTOM I12'-10 314" x 1'4" 2-9 3/4'x T-3 112" W60 _OPERABLE :CR11 ,3'-0'X1'-8" _ W61 CAWN CUSTOM OPERABLE'2'-10 3/4'x V-4" 2'-9 314" x 1'-3 112" _ W62 CUDH2O12 2'-2 3/8" X2-8 718" 2'-1 3/8" X2' -B 318" W63 CUDH2620 2'-8 3/8" X4-0 7!8" 2-7 3/8" X4-0 318" W64 CUDH2O12 2'-2 3/8" X2-8 7/8" 2-1 318" X 2'-13 3/8" W65 'CUDH3012 3-0318"X2'-87/8" 2-113/8"X2'-83/8" W65A CUDH3012 3-03/8"X2-87/8' 2-113/8"X2'-8318" W66 'CUDH3012 3'-03/8"X2-8718" 2 -113!8"X2' -Bale" _ _ W67 iCUDH3012 3-0 3/8" X2'-8 7/8" 2-11 3/8" X2'-8 3/8" W67A CUDH3012 3'-0 3/8" X2'-8 718" 2-11 3/8" X 2-8 3/8" _ _ W68 _ ICUDH3012 3'-03/8"X7-8718" ',2-113/8"X2'-83/8" W69 CUDH3226 3'-2 3/8" X 5'-0 718" 3'-1 3/8`X 5'-0 3/8" 2'-8" x 61-8" TS 5000 C TR 21 TS 5000 C TR 22 23 26 27 TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS - - TEMPERED GLASS _ RAISE SILL 21/2" ABOVE SHEATHING RAISE SILL 21/2" ABOVE SHEATHING, MATCH STILES AND RAILS TO GUDH2420 RAISE SILL 21/2" ABOVE SHEATHING TEMPERED GLASS USE EXISTING ROUGH SILL HEIGHT / RAISE HEADER FOR NEW ROUGH OPENING USE EXISTING ROUGH SILL HEIGHT / RAISE HEADER FOR NEW ROUGH OPENING -1 USE EXISTING ROUGH SILL HEIGHT / RAISE HEADER FOR NEW ROUGH OPENING USE EXISTING ROUGH SILL HEIGHT / RAISE HEADER FOR NEW ROUGH OPENING USE EXISTING ROUGH SILL HEIGHT/ RAISE HEADER FOR NEW ROUGH OPENING TEMPERED GLASS LOWER HEADER TO 31/4" BELOW EXT SOFFIT_ LOWER HEADER TO 31/4" BELOW EXT. SOFFIT :LOWER HEADER TO 31/4" BELOW EXT. SOFFIT LOWER HEADER TO 31/4" BELOW EXr. SOFFIT ,LOWER HEADER TO 31/4" BELOW EXT. SOFFIT SOFFIT 'LOWERHEADERTO31/4"BELOW ENT _ LOWER HEADER TO 31 /4" BELOW EXT. SOFFIT LOWER HEADER TO 31/4" BELOW EXr SOFFIT RAISE SILL 2 112" ABOVE SHEATHING RAISE SILL 21/2" ABOVE SHEATHING, MATCH STILES AND RAILS TO CUDH2420 ,RAISE SILL 21/2" ABOVE SHEATHING INSTALL AT EXIST SILL HEIGHT / LOWER HEADER RAISE SILL 21/2" ABOVE SHEATHING tete _ RAISE SILL 21/2" ABOVE SHEATHING RAISE SILL 2112" ABOVE SHEATHING 'RAISE SILL 21/2" ABOVE SHEATHING RAISE SILL 2112" ABOVE SHEATHING RAISE SILL 2112" ABOVE SHEATHING 1'-10" x 64, 214" x 6-8" 2'-g'x 6'-8" TS 5000 C TR TS 5000C TR TS 5000 C TR 0 0 0 0 0 ® 2'-4" x 6'-8" TS 5000 C TR 028 2'-6" x fi'4f" Not Used TS 5000 C TR 25 29 TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS - - TEMPERED GLASS _ RAISE SILL 21/2" ABOVE SHEATHING RAISE SILL 21/2" ABOVE SHEATHING, MATCH STILES AND RAILS TO GUDH2420 RAISE SILL 21/2" ABOVE SHEATHING TEMPERED GLASS USE EXISTING ROUGH SILL HEIGHT / RAISE HEADER FOR NEW ROUGH OPENING USE EXISTING ROUGH SILL HEIGHT / RAISE HEADER FOR NEW ROUGH OPENING -1 USE EXISTING ROUGH SILL HEIGHT / RAISE HEADER FOR NEW ROUGH OPENING USE EXISTING ROUGH SILL HEIGHT / RAISE HEADER FOR NEW ROUGH OPENING USE EXISTING ROUGH SILL HEIGHT/ RAISE HEADER FOR NEW ROUGH OPENING TEMPERED GLASS LOWER HEADER TO 31/4" BELOW EXT SOFFIT_ LOWER HEADER TO 31/4" BELOW EXT. SOFFIT :LOWER HEADER TO 31/4" BELOW EXT. SOFFIT LOWER HEADER TO 31/4" BELOW EXr. SOFFIT ,LOWER HEADER TO 31/4" BELOW EXT. SOFFIT SOFFIT 'LOWERHEADERTO31/4"BELOW ENT _ LOWER HEADER TO 31 /4" BELOW EXT. SOFFIT LOWER HEADER TO 31/4" BELOW EXr SOFFIT RAISE SILL 2 112" ABOVE SHEATHING RAISE SILL 21/2" ABOVE SHEATHING, MATCH STILES AND RAILS TO CUDH2420 ,RAISE SILL 21/2" ABOVE SHEATHING INSTALL AT EXIST SILL HEIGHT / LOWER HEADER RAISE SILL 21/2" ABOVE SHEATHING tete _ RAISE SILL 21/2" ABOVE SHEATHING RAISE SILL 2112" ABOVE SHEATHING 'RAISE SILL 21/2" ABOVE SHEATHING RAISE SILL 2112" ABOVE SHEATHING RAISE SILL 2112" ABOVE SHEATHING 1'-10" x 64, 214" x 6-8" 2'-g'x 6'-8" TS 5000 C TR TS 5000C TR TS 5000 C TR W DOOR AND WINDOW CASINGS (GROUPED) CASINGS (TYPICAL) tE ILS BASE BOARD New Crown Cd Entry and O,nma Room on ButeF Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design r c6 -1--+ a) C J o to OZ C/) A, O /. "v, W C CU LL L.W CU O A.—i Cn W C L. Q C/) O N 06 :3 1pC O O.u) C = LL O C ., }' O 0 � � O Q �0^J 0 V 5C113 G� Drawing Name: DOOR DETAILS Drawn By: CN Scale: 1/4" = V-0-- Date: r-0" Date: June 15, 2006 Drawing Number: 0 0 ® 0 ® 0 7 5 112' x 6'4' TS 5000 C TR 2'4" x TS 5000 C TR W DOOR AND WINDOW CASINGS (GROUPED) CASINGS (TYPICAL) tE ILS BASE BOARD New Crown Cd Entry and O,nma Room on ButeF Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design r c6 -1--+ a) C J o to OZ C/) A, O /. "v, W C CU LL L.W CU O A.—i Cn W C L. Q C/) O N 06 :3 1pC O O.u) C = LL O C ., }' O 0 � � O Q �0^J 0 V 5C113 G� Drawing Name: DOOR DETAILS Drawn By: CN Scale: 1/4" = V-0-- Date: r-0" Date: June 15, 2006 Drawing Number: Exlstin(a Crawl Space on But e Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design ❑ ❑ ❑ i W O OFJ OU) �UP 1 — ------ -- U)^ L O ` ` M_ CEILING HEIGHT 3'-5" --- - i -q. 1 J CU L.L 07 To ,sr i0 \ p O to FLOOR \ 0 �✓ Exist1n Crawl S ace 4-jU) 9 p UP Exlsting Slab on Grade CL CpILING HEIGHT 6'-5/ I L 06 = i o \ L��V/% O O , t) C: A LL O � 1111 }' O O ------------- ------ —0 O --——— - — - — —— ---- L O J: --—— — Q O - - - - - - - - - - - - - - - - - I L - V Irmm CL (IO 0 5UkrACrM0UNnn a -LINO NVUFti ❑ ❑ ❑ ❑ ❑ 5WITGH Drawing Name: 120v I7UFLFXGUL�r BASEMENT FLOOR ELECTRICAL PLAN Drawn By: CN GENERAL NOTES: 1. REFER TO SHEET G1.1 FOR GENERAL NOTES. Scale: 1/4" = 1'-0" 2. ALL EXISTING CRAWL SPACES SHALL BE INSULATED. 3. FIRST FLOOR FRAMING SHOWN ON BASEMENT SUPPORTS. Date: June 15, 2006 I Drawing Number: 1.0 ,�G1�Np VVP IELEFHONE OUILFT la a FXTP )9ATHEPPPoc QU1. f HW TurV15ION / cA6LE our Ff HIGH WALL OAFf, MOUNTHRIIZ, @ 50" AFF 12Cv IUFLEXOU ET 120v QUAD OIALEf 220v OUfLFf 5UPFACF CEILING MOUNTED FIXTUI� Q PECE55FD CEILING MOUNfEI FIXTUF6 e PECF55EI CEILING MOONIFI ml, wAg-EP 3 3- WAY 5WfCH n 5WTCH WITH DIMMED to SWITCH 4 JAMB 5WITCH Osp WIP WIPED ApFPOvCI 5MOI:E DETECTOP afel IELEFHONE OUILFT la a COMFUTEP OH tEf <TV TurV15ION / cA6LE our Ff FIRST FLOOR ELECTRICAL PLAN 1/491 /4" = 1'-0„ on But e Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 Consultants: Revisions: 06/15/06 Kitchen Design r 06 4-0 (1)J }, M ., O U ~ L. � O-0 O �m C: CULL O) CU - — CU 00 cn Q U) 0 L. 06 0 � � C a) O C: += 0 0 0-0O a�0 CL CU Drawing Name: FIRST FLOOR ELECTRICAL PLAN Drawn By: CN Scale: 114" = V-0" Date: June 15, 2006 Drawing Number: 1.1 L. 6FNb Wr EXf P. WEATHEPPP00F GUr Ff HW HIGH WALL OUTLEf, MOUNT HOPIZ @ 50" A -F, 120, PUPLEXGI11LEf Ila QLK GUILEf 220, OJUf 50ACE CEILING MGUNTED EIXTUPE Q PECE55EDCEILIN6 MOUNTEDFI ur"P A PECE55ED CLILING M0N1ED WALL WA51LP 3 3 -WAY 5WIFCH e 5WIII WITH DIMMEP ion But e Jonathan P. Butler AIA LLC 14 West Lane Niantic, CT 06357 (860)739-9180 rta- SIMfCN J JAMD 5WI1CH Osp HADD WIPED gMovEp Consultants: 5MOKE t EMCfOP afoi TELEPHONE OUTLEf alata COMPLnk Omv Revisions: SECOND FLOOR ELECTRICAL PLAN 1/411 = 1 r—Orr 06/15/06 Kitchen Design T� W C J U)ti O U) U� U) Z � O-0 ( O_ CO C: co E o — Coo Cn Q U) Q) N U) o 0 U) U) Z LL o0 � � C) Q �o Drawing Name: SECOND FLOOR ELECTRICAL PLAN Drawn By: CN scale: 1/4" = V-0" Date: June 15, 2006 Drawing Number: