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HomeMy WebLinkAbout26260-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28668 Date: 08/12/02 THIS CERTIFIES that the building NEW DWELLING Location of Property: BEACH AVE FISHERS ISLAND (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 9 Block 11 Lot 8.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 6, 1999 pursuant to which Building Permit No. 26260-Z dated JANUARY 10, 2000 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 NEW TWO STORY SINGLE FAMILY DWELLING WITH FULL HEIGHT MASONRY CELLAR AS APPLIED FOR. The certificate is issued to ATWOOD & CYNTHIA COLLINS, III (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-99-0238 05/03/02 ELECTRICAL CERTIFICATE NO. 03/21/02 PLUMBERS CERTIFICATION DATED 03/19/02 EMERY NEMESKY A .34orizedf Signature Rev. 1/81 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. 26260 Z Date JANUARY 10, 2000 Permission is hereby granted to: ATWOOD & CYNTHIA COLLINS, III 21 FOX HILL LANE DARIEN,CT 06820 for DEMOLISH EXISTING BUILDING AND CONSTRUCT A NEW 2 STORY SINGLE FAMILY DWELLING WITH FULL HEIGHT MASONRY CELLAR AS APPLIED FOR. at premises located at ' BEACH AVE FISHERS ISLAND County Tax Map No. 473889 Section 009 Block 0011 Lot No. 008.001 pursuant to application dated OCTOBER 6, 1999 and approved by the Building Inspector. Fee $ 1,346 . 00 Aut orized Signature ORIGINAL Rev. 2/19/98 TOWN OF SOO'l'liOLU BUILDING DEPARTMENT s- TOWN HALL 765-1802 `# APPLICATION FOR CERTIFICATE OF OCCUP YOt-1'I• 3U1l.iiatD A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the. following: 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 le.;;; than 2/lO ul' l o lead. Guuunercial building, iltduiLriai 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. e e s I . k.01'( ii iC.I( o of Occiip.iiicy - Now dwoII IuN $""i.IIO, Add Il. luni4 (.0 dwk,IIflip, '$:").00 ' AlLccatiuu:i to dwelling $25.00, Swiuuning puul $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildina - $100.00 3. Copy of Certificate of Occupancy - .25V. Updated Certificate of Occupancy - $50.00 3. Temporary Certificate of Occupancy - Residential $15.00, $15.00, Commercial $15.00 Date . . . .(7/o . . . . . . . . . . . . . . . . . . . . . . . . New Construction. .y 5. . . . Old Or Pre-existing Building. . . . . . . . . . . . . . . . �^ t• .�(> Location of Property. . . . . . C ,��. t{! . . . . . . . . . . . . . . . . . .. .� . . . . House No. Street . . • • Hamlet Onwer or Owners of Property. . . ..... . . . . . COC ( /N.s . �� ULIL lax ;lap Nu 1000, Sectlun. .4R(R ./. . . . . . .Block. . .0 . . . . . . . . . .Lot. . . . !. l. . . . . . . . . . . . . . Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . ?ermic Vo D Z", . . .Date Of Permit. �. . . . .! Permit. . . . . . A .M. . . . . . . . . . . . . . . . . :ieaich Dept. Approval. . . � 16,. . . . . . . . . . . . . . . . .Underwriters Approval. . .k/. . . . . . . . . . . . . . . . . . 21dnning Board Approval. . . .cj. . . . . . . . . . . . . . . 'equest for: Temporary Certificate. . . . . . . . . . . Final Certicate. ./� . . . . . =ee Submitted: $. . . . . . .aS....-. . . . . . . . . . . p,4Ti2rC4 �ocfl,N�1C APPLICANT (7,0 Gfo� TEL. 765-1802 O�VFf ULII��Q TOWN OF SOUTHOI D :c OFFICE OF BUILDING INSPECTOR A P.O. BOX 728 • TOWN HALL SOUTHOLD,N.Y. 11971 1 � C E R T I F I C A T I O N Date "— Building Permit No.02 (vona o Z Owner )/)/Y,/ ?�/M y r(please print) Plumber_G (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ( lumber ignature) sworn to before me this / day of L >1L-0-02. Notary b is County VERONICA HAMILTON Notary Public, ROTVIY PUBLIC �'FWYORK VERONICA HAMILTON 7785 NOTARY PUBLIC .. j iii SUFFOLK COUNTY STATE OF NEW YORK TERM LXORES... f;Z NO.01HA6067785 �7/Z �� QUALIFIED IN SUFFOLK COUNTY TERM EXPIRES... 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 7 S BUREAU OF ELECTRICITY 5 40 FULTON STREET - NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 WALSH SERVICE ATWOOD COLLINS P.O. BOX 325 BEACH AVE 5 FISHERS ISLAND, NY 06390, SOUTHOLD, NY 11971 5 5 Located at BEACH AVE SOUTHOLD, NY 11971 Application Number: 1040755 Certificate Number: 1040755 5 Section: Block: Lot: Building Permit: BDC: NS11 Described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below, located in/on the premises at: SBasement,First Floor,Second Floor,Attic, 5 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was 5 found to be in compliance therewith on the 21st Day of March,2002. Name QTY RRatetin Circuit 7)3)e 5 5 Additional Charges 1 30A DISCONNECT FOR ELEVATOR 5 Alarm and Emergency Equipment Transfer Switch 1 100A 5 Appliances and Accessories 5 Oven 1 6.5 KW 5 Dish Washer 2 1.2 KW Cj Exhaust Fan 4 F.H.P. C5, Furnace 1 5 F.H.P. 5 Pump/Motor 1 5 Air Conditioner 2 4 SAir Conditioner 1 2 5 Motors 5 24 5 12 3 F 5 Panels seal 5 3 60 1 SContinued on Next Page 1 of 2 SThis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 v h5 5 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET -- NEW YORK, NY 10038 5 CERTIFIES THAT 5 SUpon the application of upon premises owned by 5 5 WALSH SERVICE ATWOOD COLLINS [5, P.O. BOX 325 BEACH AVE 5 FISHERS ISLAND, NY 06390, SOUTHOLD, NY 11971 5 5 Located at BEACH AVE SOUTHOLD, NY 11971 Application Number: 1040755 Certificate Number. 1040755 Section: Block: Lot: Building Permit: BDC: NS11 Described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below, located in/on the premises at: SBasement,First Floor,Second Floor,Attic, 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was found to be in compliance therewith on the 21st Day of March,2002. 5 Name OTY Rate Rating Circui Type 1 100 14 1 100 16 5 Wiring and Devices 5 Outlet 196 Fixture 5 Receptacle 119 General Purpose 5 Switch 53 General Purpose 5 Fixture 184 Incandescent Fixture 12 Fluorescent Receptacle 2 20 Special 5 Receptacle 2 30 Special 5 Dimmers 40 600 5 Receptacle 14 GFCI 5 Service 5 Service Disconnect: 1 400 CB 5 5 sea, 2 of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. FISHERS ISLAND WATER WORKS CORPORATION FISHERS ISLAND NEW YORK 06390 AREA CODE 631/788-7251 4/10/2002 To whom it may concern: This letter shall certify installation of a potable water supply to the residence of Mr. Atwood Collins, Fishers Island NY. Service consists of a 1"copper service from our distribution system. Sincerely yours, Robert E. Wall President � v o4i W,-W�M"4q �� �►��►� fir. Svt'�^1SSi oA f didt5ol%eii 4-- k "Ctz� , P,r-URIIJ� I"DtC- POtllWfiW �t�{'(' �S 2 5'j�y�5 . �I�e1tAU4� �bMi'A� T*AWlA66 vRoe?- 1w Tt14 -P7W5+ffff'�LI.l�U.2� /�,Ahl•2. (hu Pap xa•2�rl�5dnnLD w uqxU 't�' � lk w op- TOs Wrt,ntW Parr MuNpJ. FCS pcUov Rr4J A��3 T4111- ray TW-jCNW- I lI::-�rrau- P)OP'(96F. ' COLLINS RESIDENCE AK Beach Road #98031 Fishers Island, NY 203-483-9900 AVERAGE GRADE CALCULATION (to re-classify the Basement to be a"cellar") 21-Nov-99 Wall ID Length Ave. Grade Product A 18.92 38.00 718.83 B 11.25 38.00 427.50 C 6.67 38.00 253.46 D 6.67 38.00 253.46 E 6.67 38.00 253.46 F 11.25 38.00 427.50 G 18.92 38.00 718.83 H 1 9.13 38.25 349.03 H2 6.00 44.00 264.00 1 13.63 44.50 606.31 1 6.54 44.50 291.10 K 6.54 45.00 294.38 L 6.54 45.25 296.01 M 6.54 45.75 299.28 N 6.54 47.06 307.87 O 4.00 47.06 188.25 P 7.50 47.06 352.97 Q 18.75 45.75 857.81 RI 1.00 46.19 46.19 O`� T yg,6 1 R2 1.00 46.63 46.63 � 0 C, R3 12.50 47.06 588.28 R' R4 1.00 46.63 46.63 �T R5 1.00 46.19 46.19 '? t e S 18.75 45.67 856.31 T 19.50 45.75 892.13 ��q�L'#019'► �0�� U 5.00 44.75 223.75 F OF NE`N V 9.50 40.00 380.00 Total PERIMETER 241.30 feet Total PRODUCT 10,286.15 Working number only AVERAGE GRADE(equals Product divided by Perimeter) 42.63 Basement Floor Elevation is 38.50 Height of Average Grade above Basement Floor is 4.13 This number should be larger than half of the ceiling height for this to be classified as a"cellar". Basement CEILING HEIGHT is 8.17 (This is 8'-2") Half of the Basement ceiling height is 4.08 (This is 4'-I") Half of this wall height expressed in grade terms is 42.585 If Ave.Grade is above this,then according to ZONING, (8.17 divided by 2 added to 38.5) the basement level is classified as-a"cellar'not a basement. 42.628 Average Grade calculation is Collins Residence Fishers Island,NY page I COLLINS RESIDENCE AKV Beach Road #98031 Fishers Island, NY 203-483-9900 AVERAGE GRADE CALCULATION (to re-classify the Basement to be a"cellar") 21-Nov-99 Wall ID Length Ave.Grade Product A 18.92 38.00 718.83 B 11.25 38.00 427.50 C 6.67 38.00 253.46 D 6.67 38.00 253.46 E 6.67 38.00 253.46 F 11.25 38.00 427.50 G 18.92 38.00 718.83 H 1 9.13 38.25 349.03 H2 6.00 44.00 264.00 1 13.63 44.50 606.31 J 6.54 44.50 291.10 K 6.54 45.00 294.38 L 6.54 45.25 296.01 M 6.54 45.75 299.28 N 6.54 47.06 307.87 �RED ARC�'� O 4.00 47.06 188.25 P 7.50 47.06 352.97 Q 18.75 45.75 857.81 RI 1.00 46.19 46.19 A.;. -I� R2 1.00 46.63 46.63 R3 12.50 47.06 588.28 sj•��L' E019����O�� R4 1.00 46.63 46.63 qTF OF NE�� R5 1.00 46.19 46.19 S 18.75 45.67 856.31 T 19.50 45.75 892.13 U 5.00 44.75 223.75 V 9.50 40.00 380.00 Total PERIMETER 241.30 feet Total PRODUCT 10,286.15 Working number only AVERAGE GRADE(equals Product divided by Perimeter) 42.63 Basement Floor Elevation is 38.50 Height of Average Grade above Basement Floor is 4.13 This number should be larger than half of the ceiling height for this to be classified as a"cellar'. Basement CEILING HEIGHT is 8.17 (This is 8'-2") Half of the Basement ceiling height is 4.08 (This is 4'-1") Half of this wall height expressed in grade terms is 42.585 If Ave.Grade is above this,then according to ZONING, (8.17 divided by 2 added to 38.5) the basement level is classified as•a"cellar'not a basement. 42.628 Average Grade calculation is Collins Residence Fishers Island,NY page I t � COLLINS RESIDENCE AKV Beach Road #98031 Fishers Island, NY 203-483-9900 1 AVERAGE GRADE CALCULATION (to re-classify the Basement to be a"cellar") 21-Nov-99 Wall ID Length Ave.Grade Product A 18.92 38.00 718.83 B 11.25 38.00 427.50 C 6.67 38.00 253.46 D 6.67 38.00 253.46 E 6.67 38.00 253.46 F 11.25 38.00 427.50 G 18.92 38.00 718.83 A �,�:; H 1 9.13 38.25 349.03 �� �\.,�\�N E, ,q �, �•. H2 6.00 44.00 264.00 I 13.63 44.50 606.31 J 6.54 44.50 291.10 K 6.54 45.00 294.38 L 6.54 45.25 296.01 ST C#01910'OQ� M 6.54 45.75 299.28 OF N�`�y N 6.54 47.06 307.87 O 4.00 47.06 188.25 P 7.50 47.06 352.97 Q 18.75 45.75 857.81 RI 1.00 46.19 46.19 R2 1.00 46.63 46.63 R3 12.50 47.06 588.28 R4 1.00 46.63 46.63 R5 1.00 46.19 46.19 S 18.75 45.67 856.31 T 19.50 45.75 892.13 U 5.00 44.75 223.75 V 9.50 40.00 380.00 Total PERIMETER 241.30 feet Total PRODUCT 10,286.15 Working number only AVERAGE GRADE(equals Product divided by Perimeter) 42.63 Basement Floor Elevation is 38.50 Height of Average Grade above Basement Floor is 4.13 This number should be larger than half of the ceiling height for this to be classified as a"cellar'. Basement CEILING HEIGHT is 8.17 (This is 8'-2") Half of the Basement ceiling height is 4.08 (This is 4'-1") Half of this wall height expressed in grade terms is 42.585 If Ave.Grade is above this,then according to ZONING, (8.17 divided by 2 added to 38.5) the basement level is classified as*a"cellar'not a basement. 42.628 Average Grade calculation is Collins Residence Fishers Island,NY page I BUILDING PERMIT REVIEW C ELIST Applicant/ tDate Owners Name: GL L I 6L 5 NUCOD�'C Reviewed: -3-4l Architect/ ,� Date Engineer: 9A,56141fe�-' �(tnCr!� 1• Submitted: lL �9 SCTM #: District: 1.000 Section: 1 Block: Lot: 7. f Project f Subdivision Location: F.A/` AV6 I (s h ekr TName: Sin le&separate Requir certification: (Yes/tjoy Rey. Zoning District: [Lot size: Actual: ] [Lot coverage a Proposed: ] rC Req. Req. q [Front Yard JJ Proposed: ] [Side Yard Proposed: 1 [Rear Yard / Proposed: ] Project Description: D 6x Tia pct b a.e.) "' �e- i9'�� U.")eIll-'-s Of AGENCY PERMITS Permit pi-3 -99 REQuiRED-EgEuviEw N.A. NO YES Number �eQ„�� Suffolk County Health Dept. ReG► ('1b-QD6. gE�Roo'"'s ) ew York State C. Town Trustees _ ' Town Zoning Board approval: �cAHS aeJtS�' FjL(.Het`�rt MASeuK Y �, Outs Z�t69 Town Planning Board approval: Flood Plane Elevation ??? �( Flood Zone: N / _Notest 4&)�rte� - u-s-99 Per,. 11-ima Chg �g - 229!} S i/ �— ST �o S 1,m(� - 2� #� Demo % `SSU' l5 (, goo .Ji lo � 18 Sccmo FL4zz - Z I I (p Sf f/_ � 50 0 � .2- ' i`Z 3 � ADS)i�OvAI l3Rep I �e(►'IO�tTit�v �efrnrr ( DoT19L � i� ETTRICH ZONE AE ZONE X (EL 11) m"97 FISHERS ISLAND s-7 ti y ZONE X ZONE X SILVER EEL POND 0cFA^ vlEw ➢� ZONE AE AVE (EL 11) ZONE X BEACH g ZONE AE ZONE AE (EL 11) ZONE (EL 10) ZONE X X ZONE AE ZONE X (EL 12) E AE ZONE X 1U; ouo ZONE AE J (EL 10) 6X COASTAL BARRIER COASTAL BASE F IDENTIFIED 10-01-83 APPLY ONLY LAN y (SEE COASTAL BARRIER LEGEND) BLOCK ISLAND SOUND JOINS PANEL 0107 Moor TY OF SUFFOLK c DEPARTMENT OF HEALTH SERVICES CARBON MONOXIDE ALARM FACT SHEET On June 16, 1999,the Board of Health adopted new standards to the Suffolk County Sanitary Code for Carbon Monoxide(CO)Alarms. Beginning October 1, 1999, CO alarms must be installed in all new one family, two family and multiple dwellings. By October 1,2000,CO alarms must be installed in all existing hotels and motels. Carbon Monoxide Alarms are acceptable if they are certified by a nationally recognized testing laboratory and conform to Underwriters Laboratories Standard UL 2034. Units must be equipped with a digital readout of CO concentration and a button to indicate the maximum CO concentration since it was last reset. All new construction must have CO alarms directly connected to the lighting circuit with no intervening wall switch. Line cord,direct plug-in and battery-powered alarms are not acceptable. Carbon Monoxide alarms are required on each level of one family,two family and multiple dwellings on which sleeping quarters are located. All existing multiple dwellings must have a CO Alarm installed by October 1,2000. These alarms may be directly connected to a lighting circuit, be line cord connected or be direct plug-in models. The alarms must be placed on each level in all dwelling units or sleeping rooms containing a fuel-fired appliance or served by a centralized system supplying air for cooling, heating, or ventilation. Additionally, a CO Alarm shall be located in dwelling units and sleeping areas sharing a common wall with,or located directly above or below,a room containing a centralized fuel-fired appliance. They also must be placed in corridors which serve both a room containing a centralized fuel-fired appliance and dwelling unit or sleeping rooms. Each alarm must be mounted in accordance with the manufacturer's instructions. CO alarms are not mandated for existing one and two family homes,but they are recommended if the home has an attached garage or any type of fuel burning appliances. For more information on the requirements or installation of CO Alarms,call the Office of Pollution Control at 854-2540,or check the internet at hM://Www.co.suffolk.Liy.us/health/environ/cofacts.htTn. For a fact sheet on CO poisoning,call the Department of Health Services CO Hotline at 853-2911 WWW-075 (P 1 of 2) . ' COUNTY OF SUFFOLK ROBERT J. GAFmEY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES CLARE B. BRADLEY, M.D., M.P.H. OFFICE OF WASTEWATER MANAGEMENT COMMISSIONER PERMIT The attached plan,when duly signed by a representative of the Department,constitutes a permit to construct a water supply and/or collection system for the property as depicted. The applicant should take note of any conditions of approval,which may be indicated on the plan or enclosed herein. Construction must conform with applicable standards including "Standards for Approval of Plans and Construction for Sewage Disposal Systems for Single Family Residences"and"Standards and Procedures for Private Water Systems:'Omissions, errors . or lack of details on the plan does not release the applicant from the responsibility of having the construction done in conformance with applicable standards. The permit (plan) expires three (3) years after the approval date. Any modifications which may affect the proposed sewage disposal or water supply systems requires submission of a revised plan and additional fees (if applicable) for reapproval prior to construction. No inspections will. be Rerformed by- the Department on expired permits. Permits may be renewed, extended, transferred or revised in accordance with the procedures described in "Submission Requirements for Approval of Sewage Disposal and Water Supply Facilities for Single Family Dwellings"(Form WWM-041). It is the applicant's responsibility to call the department at 852-2097,in advance,to arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling. These include inspections of the sewage collection and disposal systems,water supply system components and piping,and final grading as shown on the approved plans. In certain cases,inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. The Department mustbe notified at least 24 hours in advance to schedule an inspection and excavation inspections must be con, by calling 852-2100 prior to 9:30 A.M.,the morning of the inspection. FINAL APPROVAL ISSUED BY THE DEPARTMENT IS NECESSARY PRIOR TO THE OCCUPANCY OF NEW BUILDINGS,ADDITIONS TO EXISTING BUILDINGS,OR FOR THE USE OF SEWAGE DISPOSAL OR WATER SUPPLY SYSTEMS. WWM-058 (Rev.9/99) PAGE 1 OF 2 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ( j FOUNDATION 2ND [ ] INSULATION [ ] FRAMING INAL REMARKS: DATE- �7�d�- INSPECTOR__�1��1I��� BOARD OF HEALTH . ... ..... . ..... Y FORM NO. 1 3 SETS OF PLANS . . . .. .. . ...... ... TOWN OF SOUTHOLD SURVEY ............ . .... . ...... BUILDING DEPARTMENT CHECK .........................✓ TOWN HALL SEPTIC FORK ..... .. . . .... ...... SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY:�� 5 CALL L�.►.�N.1!l D� "9`i►�9 Examined.......... ...., 19.... MAIL TO X-.1Qd M rC . . Approved......'` 0..... OP Permit No. _ .. 1;l.✓. .t ✓ ........... Disapproved a/c ............... ... y; ...................................... ` a ` j (Building Inspector) 6 PA APPLICATION FOR BUILDING PERMIT (� i - - --� Date.`J `�. . ..,19 99 INSTRUCTIONS a. 'Ibis application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wi 3 sets of plans,"accurate plot plan to scale. Fee according to schedule. b. Plot pian showing location of lot and of buildings on premises, relationshiptto adjoining premises or public streets or areas, and, giving a detailed description of layout-of`property mist be 1 dsawn on the diagram which is part of this application. c. The work covered by this application may not be commenced before issuance of Building Permit. gid. Upon approval of'this ath pplication, e Building Inspector'will,issue a Building Permit to the applicant. Such permit shall be.kept on the premises assailable for inspection throughout the work- , e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. AppucAncN IS HEM MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances'or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Si 11nature of applicadC, or none, if a corporation) (Mailing address of applicant) State whether applicant /�is�06beer, lessee, agent, architect, engineer,'gieaeral contractor, electrician, pluuber or buildeu .`J-211Tt Z . ................................................................................ Name of owner of premises ! l Ui.l 51'. �c.1��. !.I�n .............................................. (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. � � r. ►:�.,m�. .......... (Name and title of corporate officer) J Builders License No. J4qo T.Ai....:. Plumbers License No. ......................... Electricians License No. .i 30 L ..:... Other Trade's License No. .................... •� ../1...I ..A.�.J1...1'...t::.:l. 1. location of land on which proposed work will be done. t�. I�.,�.� k i •..../.......•...... .............................aQ, "r J...AVC.-C�.i�.............................. Haase Number StreetS_At County Tax Map No. 1000 1 Section .......I ....... Block .....1.1......... lot ................ .I�l ........................ Filed Map No. ............... Lot ...�h.4....... Subdivision ......... . (Name) 2. State existing use and occupancy ofnpremises �and ,intended use and occupancy of proposed construction: a. Existing use and occupy .... ..................................................... b. Intended use and occupancy ....:: ..................................................... "Iti"'i, n m Pfsi.,. .a..>,•$...rf-.r..,,1-..,.;.w.,,. r'.v.v _..„.,,..,,.^L!,t...rr7ti.V..'@, i r a .w.i --.>._.,I.YIa,,�p. w,,v�A,J, '�r- ., a r r Nn1,,..,_»�a,fi�,_.. \.,,v..,mU.,.-.,.Y.I-.M.I,,,�..x Y a^t.,i._J..�M1.• Ya„T�,'.�,,G.„.r v,\ r r.._.r..d",.Y_7,1."v-'I nn iil,, _...m..,..a, .+,n5._'....,r-r .RIM dd-..FY�,..-r a I. . , , o4, 1 . , _ • OJ "M1-I_c M„,'p,._,.,:\.'a.`„.,�t9_..-:,w-a..:,.,,Isr•i4.t._�.r,..d.,:.,,�-r_7..s,_„.-.bhdr„fi'5a.,!wiD�v.,!,..h'Y�:'Sa,".,<t,wa.,IT.,rvne..„a'"..w.:7.`,..-....,,4,,a{w+k,.41',„dj'''�,o^.9a,.f.,Kx'..m.A,.,.,:,.,n-_.. _s.n) ..�J..t,h".�f.t..W,.,,,4. ,ev dG'',..a.. .,'' ;.3yw.,�kl Jk,�u,P,V. ._.•,.:,:a,,..?,F..xr,:..t1i�i'.d&"I„x:sM-,�..e`",�:1Y-1.'.. •.4q`S”. ^"�"nv tt,�".,.,,"!TW.,3 r,„,;r�..V.'I'r,„4„l.,yN�1,5..k'a�!. IiFsN,A I vSh.n .'. a .y:.}. 5� KNOCKOOT'INLETAND - �, ' IXJTLET, pPENYNGS f p ,! MONUMENT ' RIPS INStp NOTES* 1 . C06RQINATE DISTANCES ARE MEASURED' FROM U.S. COAST 2. L AND GEODETIC SURVEY TRIANGULATION' STATION ,"PROS”, $?K / 069/ r•'F SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, z q;1 SUBJECT TO A,20' UTDISTRICT 1000, SECTION 009, BLOCK 11, LOT 8.1 yka, ILITY o EASEMENT AS SET FORTH IN CAST f LIBER 9101, PAGE 259' N F CONCRETE COVER 3. SITE IS SERVICED BY MUNICIPAL ,WATER AND ON ELIZIBETH HUSBAND SITE SEWAGE, DISPOSAL SYSTEM IN COMPLIANCE WITH IBETH(VACA `IHUSB THE REQUIREMENTS OF THE, SUFFOLK COUNTY DEPARTMENT '¢ COVER LOCKING CASTING L TO GRADE TO GRADE t IF DROP T FINISHED GRADE 3 SITE IS LOCATED W ZONE, R-80.S USED +HIMN+126/126 WI E MESH 4. BUILDING SETBACKS PER SECTION 100-244 . A 6 x 6 6/6 GWIR MESH J - ._,.32 rt ^I^' .^: n �6. 5. TOTAL AREA OF PROPERTY - 1.50t ACRES, INLE -, �• vENr—�".�r i''VCNr-� OUTLET 5. BASE FOR LEVELS: N,G.V D. 1929. 1 1' 3 J k uouw Lev �, L r 0 ' 7. ALLOWABLE LOT COVERAGE 207.- PROPOSED= 4.57 J tg �a M EONTINWUs HOT xr,rFL[ ” 1$ _- f / - 1 m ASPHALT SEAL ; MGD VITH $� '” ' A• scH2ouLE x, ' a rvl: B. EXISTING SEPTIC' SYSTEM TO BE LOCATED, AND ABANDONED �r �, / OgpO, - rIf 1 tNLer xArPLe 60, am PER DEPARTMENT OF HEALTH 'SERVICES, REOUIREMENTS, y' I\� ../ T E O= SPIKE DcrtccTs. e 3 - I4 \ 3 / EL V, 3933' ?h'I I \ CROSS SECTION MAP REFERENCE- 1500 EFERENCE: s.l� _ o x39.2, .I:�Q...GALLON PLAN OF PROPERTY TO BE CONVEYED TO ' I / ? CO��A�TNENT ATWOOD COLLINS III & CYNTHIA COLLINS E%BER SHED � + 'S r OIL, 'TANK PARICND' SEPTIC TANK BEACH AVENUE, FISHERS ISLAND NEW YORK, 1 "=40% MAh i, �2p'--►I [,�;<3z5 10- CEDAR tt 4 BRUSH LINE - . _ �� NOT, TO SCALE BY CHANDLER, PALMER & KING, NORWICH, CONNECTICUT JAN,. 19, 1993 /LAMBORN — _ rYP, GEORGE 9.0.'' . ` MONUMENT - (VACANT LAND) APPROx, LOCATION I CLUMP' x � � Y WATER OF U/G''WATER 40.0 GATE ELEETRIC SERVICESSH DD C Pg 16 „rte LUMP- ,` STONE f'LAO $B OQ,, a . PARKING _ I eg, t. T' AREA 3y LOCKING CASTING I o TO GR PROPOSED GRADE — , : TEST, HOLE DATA) ENDCAP TYPE �— BRUSH TYNE LCVELING DEVICES \ � STROt}SE PE , 4.5. aI TYP. tc ( i � 3 ,/.• I � � ' MONUMENT WITNESSED BY,: RICHARD H. ' t4 ^�• '4 r�, r ✓ `*^-, --- 4• MAX. TEST HOLE #1 7/9/99 PEN MIN. 4' _ 0°- 6 ' TOPSOIL PARK BROWN J'x f1 - y. a SNOM'ER INLET PLANTINGS � 6"-96" COURSE TO FINE SAND, COBBLES & FEW BOUtDER5 ' ' '11, P[NE 2' MIN ABOVE , 96"-17 MOTTLED BROWN AND GRAY COURSE TO FINE 'SAND, -' 'U;1 OUTLET INVERT LITTLE GRAVEL, FEW COBBLES 40 WNL I si fip ,CLUMP t1tW RED 3g 4$,>� Qp._TA �' � - IF BNL ETEPIT aUlEX EE➢S RED ., 1 V 8'; CHERRY T,H,N1 ' �19LL ffi'ALHERRY I/2' PER FOOT v^c 36 CLUMP 'iia - - v kttti ENSIING 'HOUSE ' TYPICAL DISTRIBUTION BOX -- \ 7D OV _ NOT TO SCALE ^ I 34 6a- \ 45 SpA1 REMOVED iU OIL �,yy' PROPOSED L 3�� x43.4 1 '�--- LEGEND 1 44 'r I, CLUMP\SHAD' \ �6v- CHERRY \ I 4LLD' RF FIRST FLOOR CLU P _._ \ '^ 25' - ELEV. ELEVATION ^r' cHEgRY , �� � - �' \` 6�cHERRY 6 < NSF NOW OR FORMERLY „ a o 1 0 o v v S.F. S0FEET' PRY 55' 4* DIA ]C✓GUTSE]fP100 -- ----- EXISTING CON TOURSPS PROVIDE,11500 \ n SEPO TANK j \ � ° ' 1 00 PROPOSED CONTOURS wLFPROVIDE 3 - 8' DIAN✓F A INLAND WETLANDS FLAG LEAHIG POOLS DOROTHY CHAPMAN ET-AL 2 0' ora #5 BUILDING SETBACK LINE-' I ":j MONUMENT MUNICIPAL WATER SERVICE '! � 2d, ti ' ON SITE SEWAGE DISPOSAL SYSTEM TEST HOLE N 87129 93' \..�, �^' Orr SCP17Yll 1000 INVERT ELEVATION CROSS SECTION MONUMENT NGT TO SCALE , v ` eli 10 ~ VAN N >y659�' v✓• „\ �'k 6 6UFFOLI ICOUMDEPARTMENTOFBEALTHSERVICES UE �e. j — \ is PRRIID'P POA APPROVAL OF CONSTRUCTION FORA SYpZL'olwElyy00y ANGLE FAMILY RESIDENCE ONLY �.+iipa rl s'ep t SITE PLAN s e o PREPARED FOR DATE I es No. to 38 A 't l APPROVED I > •I ` x10.6 FOBMAXINIUMOF_ MONUMENT IMMES77EMY ARSFROMDATBOFAPPROVAL \`"0,,, S r\GS .AlVOOD COLLINS III I I - & CYNTHIA GOLLI�PL., - W,2267 90' \ \ ` Bpm zo sp a 20 BEACH AVENUE oQet�b ORAPNu, SI ALE, IN FEET, FISHERS ISLAND, NEW YORK oVG' a _ aR a ` % .I �' ,, FLVe�L. ' KINe ,!: ICHANDLE e, PALM REVIS"IbNS DATE_ RES{R N _ 11/2/091' � r . � � :_-US lw4oWA *MOW cr`wJa!WAIr'� P4 M141HOW'not 1,tft -- 1 6m familiar with the standards fbr approval' and S..,, t2 REV � t t Archttect'ure.. neer n a d Sur y g • _ construction of subs4ffacl sewage disposal s stems family residenae'iond willabide by the conditlons',.set forth" 'therein d p n '{ I nd-, an the permit to y',' ' I B 1• , I>"i,I`. I conet}?uct.' Ch' Q R p -._ ., •,' , _ " , Ff.,, , '? < ! ('"v L ^�,!• v e 1 !'';jl'iv. p 1 i '�_ i ", i, i � . ✓, :. , , .- .'„r,. , F . „ „ ”, . ., , , , , . , Q'�,?n!•• .Iv '4:_ I' J Y }r. L% Pa J 1 ,. , P L1 „ ,..., .. , 1 . ,, . ✓ r -., r,..,a„ !'IJ ! v' ,v : '.rt"A .,I� „ ..� .,.,- h,.-, 'T.l', ,r '1' A , .�.. 'r' L , dY +N' . 1, til �e _ .,. M1„ ii .V.,, ., •. '! AyA, u, A''N�.. , li'`� :`} ( . ,k „ '._ ! ,�., . " , ,,,'r, ♦ a .rIV,E}�L A n. , r' I, 1' P:F ,u- 4 t ' 'T yy�y .r -. "., '.,, ... �, � i . cM1 r. s'' "n'r, n �n rn : „Ydfi '11 '-` b ra �p ,. 4. , � ? rd' ,I .. mb,Rl y 4^ Y A .Y,. 1 ,. SAM L , 4 r ... ,. dV n , .. T .v l,, n� 1 ...'d,¢ inl,: �y ' ':'4 ' - .,. n .. .nt. �, AI. .n. Y. .. A n � .,. x. d`I 1 ,I 1.,, A i I b 4V ♦� �� 5 ' bL- .,., u „ .•r,- r„ . ,.. i. .. P, . i .v. ..,) , tr • - .,.... . .. ,. _. , s, . . Ja U' „ , . , x . r r.. 'F , r 5 . 'K?'- „SY h , S r 'n1 . mla �., ".1v WN J vb H 3' ,��, r 1 ,rq T r 8 r ?Y, v H t. I -1 rt , k .:vp s' . , ,': kt -, . ., , .,� �'' �P .��,, ?A ,t ,5rW f9' �ilx' h k ,. r, ,. :' v' � ,L � , ..x. r' r , rie'N , n i",3 �lmaury'"s� �+.._n..xz .i�1�C/�'�Ni. 1, e��'�`�.'$�,rJ41T�d,vr..31L1a,r@�..it..Y�r�:�v „ 04 en co co 00 ' C� •� 00 w 00 w •d r 00 aMONUMENT � /� / � ,, ,, �`y`•'' EX1�Ti1� REStDEirtCE � .� 40 °. .0 �� 10I Y . m w 00.64, F r �■I■� �.o va SUBJECT TO A 20' UTILITY ( 3 EASEMENT AS SET FORTH IN LIBER 9101, PAGE 259 °r J 2 0 0 •� N/F 02 N FF��YY•VO, 27.6' I I Z D t GUNTHER STROTHE & 42 O' L UCI NDA HERRI CK —59.5' Do a w SINGLE FAMILY RESIDENCE MUNI CI PAL WATER & ON SITE SEPTIC 10 5 0 10 W G ` GRAPHIC SCALE IN FEET 17 `SO cv Nc3 (� R �t i N/F HERRICK & CO. L.P. MONUMENT MAP REFERENCES z (VACANT LAND) 1 .) SITE PLAN PREPARED FOR ATWOOD COLLINS III & CYNTHIA WATER BEACH AVENUE FISHERS ISLAND, NEW YORK, SCALE 1 GATE TO WgTER Mq/N SSj?9 20LLI BY CHANDLER, PALMER & KING, NORWICH, CONNECTICUT, OCTOBER RIGHTS FOR UTILITY COMPANY TO WATER 0 w U X88.0 , MAIN & ELECTRIC SERVICES IN HEATHLUIE AVE. 18, 1999 WITH REVISIONS TO 12/21/99. 0 .0 ,0 3, �F -U U Uco Q MONUMENT APPROXIMATE LOCATION OF NOTES Z O — GC�J UNDERGROUND WATER AND 3-LEACHING COVERT/N' 5lE 1 ��� {{ ELECTRIC SERVICES 1 .) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE g U ? W POOLS ED I \ INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE LL z z / PATIO I PURPOSED ,:REED. TO BETWEEN THE CLIENT AND THE SURVEYOR (LC5 w l EXCEEDS THE SCOPE OF THE ENGAGEMENT. Ld Q z DBOX 1500 GALLON 1 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY U w SEPTIC TANK , PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND 0 ` SURVEYOR, TO ALTER AN ITEM IN ANY WAY. Z m w COVERED3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND 1 1 STEPS 1 1 SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL —� 1 ARE THE PRODUCT OF THE LAND SURVEYOR. O 1 U 1 1 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND 1 1 GEODETIC SURVEY TRIANGULATION STATION "PROS". 1 1 O 1 1 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX 0 1 1 25' MAP 1000, SECTION 009, BLOCK 11, LOT 8.1 . 1 1 6.) TOTAL AREA = 1 .50f ACRES. Q 1 1 1 1 1 3 7.) SITE IS LOCATED IN R-80 ZONE. Ln 1 \ \ z \\ \ �n N/F N o MONUMENT \ \\ DOROTHY CHAPMAN ET—AL Z re a 0 u \ \ MUNICIPAL WATER SERVICE ' � �� �� — o 129.93' ON SITE SEWAGE DISPOSAL SYSTEM , e cn '2800. W MONUMENTWl UJ \ \ Z 00 0o co m N N tr Y�j11� / \ j a J, 00 Q J W \ MONUMENT 0 p w i o W U O J m O DATE: 03/04/2002 w2is�90' SCALE: AS NOTED QUALITY CONTROL CERTIFICATION \ GROUP REVIEWED DATE SHEET PROJECT MANAGER \\ SURVEY 20 10 0 20 1 OF 1 ENVIRONMENTAL GRAPHIC SCALE IN FEET CIVIL STRUCTURAL ARCHITECTURAL PLUMBER CERUVrATION ON LEAD CONTENT BEFORE CER TIFIGATE OFOOCUPANCY SOLDER USED INWATER SUPPLYSYSTENNAINOT gol (; () LLINS Hm�� ESIDENkmCE EXCEED 2/10 OF t%LEAD. WORA PROVIDE ANTI-rw"A /OR 980mrr 1 lu THERMAL SHOCK Fl14WEIRNQ DEVICES AS TO TMKL 02.t(l Architecture BEACH AVENUE N Y. STATE BURAD1�CODE. Programming Planting 2 Sachem Road StonFISHERS ISLAND NEW YORK FTel ax23.4ek,CT06405 7 It torPwaterdbllAlIE110 Fax 203.88387 0 system;PIPN10gwbo ■emit infoaakvpc.com of types N.afL ygiglS':+r6is!TOWN OF S NEW - 1WAH NONOTIFY 1BUILDING ULL( DNO�D ANTGMOb�A&WCNEO TESTINSORS 705-1802 � 0 AM TO 4 PM FOR THE FOLLOWINECTNINS: & FOUNDATION - TWO REOUIREO FORPOIIREDCDNCRETE E ROUGH - FRAMING A PLUMBINS S INSULATION • FINAL - CONWHUCMN MUST ABBREVIATIONS MATERIALS CODE COMPLIANCE DRAWING LIST ALLBE CONSTRUCTION FOR E�"SUM rleeT ABV ABOVE GL GLASS, GLAZING EARTH I.) NEW YORK STATE CODE DATED 5-15-BB COVER SHEET THE REOUIREMENT5 OF THE N.Y. ACT ACOUSTIC CEILING TILE GRD GRADESTATE CONSTRUCTION A ENERGY 2.) OCCUPANCY CLASSIFICATION (PART. 70V AD AREA DRAIN GWLI.I SITE PLAN CODES. NOT RESPONSIBLE FORB GYPSUM WALLBOARD o°�ao8o POROUS FILL Al - ONE-FAMILY DWELLING DESIGN OR CONSTRUCTION ERRORS QQQJ ADJUSTABLE 3.) FIRE HAZARD CLASSIFICATION LI2 ENLARGED SITE PLAN AFFFF ABOVE FINISHED FLOOR HOR HORIZONTAL AADJACENT HC HOLLOW CORE % • CAST-IN-PLACE CONCRETE NOT CLASSIFIED (PART 1021A) L2.1 SITE DETAILS ASF ABOVE SUB FLOOR HRL HANDRAIL(ING) CONCRETE MASONRY 4.) CONSTRUCTION CLASSIFICATION L22 SITE DETAILS ■ ALT ALTERNATE HBG HVAC BASEBOARD GRILLE S . ,` TYPE 5 FRAME CONTRUCTION (PART 104.1.12) G1.1 SANITARY DI6fl SYSTEM ALUM ALUMINUM HFG HVAC FLOOR GRILLE 5.) MINIMUM FIRE-RESISTANCE REQUIREMENTS Al.l FOUNDATION PLAN ARCH APPROXIMATE HLLG HVAC WALL GRILLE ® FACE BRICK TYPE 55 (WOOD FRAME) TABLE I-704 COMM ARCHITECT (URAL) Al2 BASEMENT PLAN VVLLIIc�N/�NJ�r _ &SPH ASPHALT BUILDING BRICK ITEM ITEM AI-3 FIRST FLOOR PLANC 'C Im IN INCH, INCHES FLOOR 0 HR G �7 INCL INCLUDE(D), INCLUDING ROOF 0 HR AIA SECOND FLOOR PLAN ��n BB BASEBOARD INSL INSULATE, INSULATION PAVING $TONE FIRE WALLS 2 HR (PART 7172$.2) A15 ATTIC FLOOR PLAN SYI�O� 1'LA'PC SBP BEADED-BOARD PANELING INT INTERIOR OTHER LOAD BEARING ELEMENTS 0 HR M / 1��pS'�HE G�ii BEER BASEBOARD RADIATION SAND, MORTAR, OR PLASTER FURNANGE ROOM 3/4 HR (PART 1173.E2) Alb ROOF PLAN /�C h/�`,��1Y! BBW BEADED-BOARD WAINSGOTE A2.1 REFI_ECTED CEILING PLAN - BASEMENT OF VW LAM LAMINATED) 6.) HEIGHT AND FIRE AREA (PART 7052) BD BOARD ROUGH WOOD BLDG BUILDING LAV LAVATORY TABLE 1.705 A22 REFLECTED CEILING PLAN - FIRST FLOOR BLKG BLOCKING LT LIGHT ® FINISHED WOOD HEIGHT Al 2 STORIES ABOVE BASEMENT A23 REFLECTED CEILING PLAN - SECOND FLOOR WNDTt#AMWN BLW BELOW PROVIDED: 2 STORIES ABOVE BASEMENT A3.1 EXTERIOR ELEVATION - NORTH IIUM1Niomiow BO BOTTOM OF MAX MAXIMUM BRCS BEARING MET METAL ® PLYWOOD (LARGE SCALE) AREA ALLOWED: 6,000 SF. NET A32 EXTERIOR ELEVATION - EAST PROVIDED: 5,800 SF. NET 5l BRICK MIN MINIMUM A33 EXTERIOR ELEVATION - SOUTH MIR MIRROR PLYWOOD (SMALL SCALE) NOTE: BASEMENT WALLS ARE MASONRY PER (PART 7052.5) �•'�� 55 BOTH SIDES MISC MISCELLANEOUS A3.4 EXTERIOR ELEVATION - WEST B$MT BASEMENT MLDG MOLDING METAL lJ SAFETY GLAZING (PART 75V 1435 BUILDING SECTION A BSP BETWEEN A$H MO MASONRY OPENING DOORS, SIDE LITE$ AND GLAZING WITHIN A3b BUILDING SECTION B El BETWEEN 18' OF FINISHED FLOOR IS SAFETY GLAZING MTL MATERIAL A3.7 BUILDING SECTION C AM& SW BOTH WAYS MIS MILLWORK BATT fNBLILATION S.) ROOF COVERING (PART 716.7_62) GAS CABINET, CABINETWORK MWS METAL WALL STUD RIGID INSULATION WOOD SHINGLES MAY BE USED A3.8 BUILDING SECTION D ■GI CAST IRON B.) PRE5TOPPING A3,3 TYPICAL BUILDING SECTIONS GIR CAST IRON RADIATION NIG NOT IN CONTRACT GYPSUM BOARD EXTERIOR CORNICES AND EAVES 20 FEET MAX A4.1 INTERIOR ELEVATION$ ���spimm� CL CENTERLINE NT$ NOT TO SCALE (PART 714.4.0.5) A42 INTERIOR ELEVATIONS ATTIC 3,000 $F. MAX. (PART 714.4.5,6) EMER M A$ Cl CEILING CLOSET OCONTRACT LIMIT LI Cl .3 INTERIOR ELEVATIONS REQUIRED WMKthf0 GLL NE OC ON CENTER 10.) SMOKE DETECTORS VEL 721.V A5.1 FIREPLACE PLANS, SECTIONS AND DETAILS N.K =lA1E WIlO Kms,CilH OVERHEAD ONE EACH FLOOR LEVEL Cl CLEAR ONE IN EACH SLEEPING SPACE A52 FIREPLACE SECTIONS COL COLUMN PBO PROVIDED BY OWNER ONE OUTSIDE EACH SLEEPING AREA COMP COMPRESS (ED), (ION), (IBLE) PLAM PLASTIC LAMINATE A53 STAIRWELL PLANS GONG CONCRETE PINT PAINTED ABA STAIRWELL ELEVATIONS CPR COPPERPOLY POLYETHYLENE SHEET A55 STAIR/ELEVATOR SECTIONS CPT CARPET PPT PRESSURE PRESERVATIVE TREATED UNDWRITER11 ERRFlGIE G$MT CASEMENT PSI POUNDS PER SQUARE INCH AlEf.15.1 ICER N DETAILS TRIM DETAILS REQUEED CT CERAMIC TILE PT PRESERVATIVE TREATED CTR COUNTER PWD PLYWOOD A5.8 EXTERIOR TRIM DETAILS ®�� I `r J DEMO DEMOLISH, DEMOLITION REF REFRIGERATOR A6.1 ROOM FINISH, POOR SCHEDULES J_ DET DETAIL REG REGISTER DH DOUBLE HUNG READ REQUIRED Al WINDOW AND DOOR SCHEDULE$ DIA DIAMETER RFG ROOFING A7.1 CABINETRY . KITCI-I£N, PANTRY, POWDER BAR, DEN DIAD DIAGONAL RLG RAILING A-12 CABINETRY - BATHROOMS, LAUNDRY, MUD RM DIM DIMENSION RM ROOM ATB CABINETRY - DRESSING ROOMS, BOOKSHELVES, TV ON DOWN RO ROUGH OPENING DPL DISPOSAL Am A8.1 WOOD WINDOW SECTIONS PPR DISPENSER SLIT SHEET A82 WOOD DOOR SECTIONS ■ DW DISHWASHER 9HTG SHEATHING A83 STEEL WINDOW SECTIONS D DRYER SIM SIMILAR AVERAGE EAVE ELI BASEMENT POWER AND COMMUNICATIONS PLAN E EAST SK-T SKYLIGHT EI2 FIRST FLOOR POWER AND COMMUNICATIONS PLAN EA EACH SLNT SEALANT _ EF EXHAUST FAN SLP SLOPE(D) E13 SECOND FLOOR POWER AND COMMUNICATIONS PLAN SPECS SPECIFICATIONS EIA ATTIC POWER AND COMMUNICATIONS PLAN EJT EXPANSION JOINT STD STANDARD EL ELEVATION STI_ STEEL E2.1 BASEMENT FLOOR LIGHTING PLAN ENGL ENCLOSURE EQ EQUAL STO STORAGE E22 FIRST FLOOR LIGHTING PLAN ESR ELASTOMERIG SHEET ROOFING STp STUD ❑ ❑ � � � E23 SECOND FLOOR LIGHTING PLAN EXG EXISTING ❑❑ ❑ I E2.4 ATTIC FLOOR LIGHTING PLAN EXH EXHAUST T415TOP AND BOTTOM 00 ❑❑❑❑ ❑ �L $1.1 FOUNDATION / BASEMENT FRAMING EXT EXTERIOR THR THRESHOLD - TOC TOP OF CONCRETE SEC.�ID FLOOR $12 SECOND FLOOR FRAMING ON FIRST FLOOR FF FINISH FLOOR TOW TOP OF WALL ... -- -- - -- -- -- _.. _.. -- - - -- -- - _- - - - -' ?7 51.3 MECH. / ATTIC FRAMING ON SECOND FLOOR PLAN g FIN FINISH TRTD TREATED oo ❑❑ 51.4 ROOF FRAMING ON MECH. / ATTIC PLAN FIXT FIXTURE00 TVP TYPICAL TELEVISION 52.0 STRUCTURAL NOTES AND LEGEND ❑❑ i S FLEX FLEXIBLE FLG FLASHING ❑❑ 52.1 STRUCTURAL NOTES AND LEGEND FLR FLOOR VERT VERTICAL JL- - - ' 522 STRUCTURAL NOTES AND LEGEND FLRG FLOORING VIF VERIFY INFIELD aN� FLUB FLUORESCENT VIN VINYL ��r4 FO FOUNDATION VN5 VINYL BASE FIRST FLOOR _ _ _I ■ FO FACE OF FOB FURNISHED BY OWNER VT VINYL TILE FY WITH FACE OF CONCRETE VWO VERIOWNER � fl FOM FARE OF MASONRY O AVERAGE GRADE FFIREPLACE LL WASHER i I FTT FOOT, FEET W/ WITH FTG FOOTING WB WOOD BASE FURR FURRING WC WATER CLOSET WD WOOD SASp1ENTR - ., ._.-._ - ._ _ . _ ._. ._ .. _..-�_I _I �pj eD AN WIN WINDOW _. : ..._ - - --- - _ _.. _ _. _. _ ...�- - 'L �NINEY4Ra�lP44^ W/O WITHOUT I _i -_ _l, W�== O,`� �• WWF WELDED WIRE FABRIC BUILDING HEIGHT REQUIREMENTS �01 £ ;'`' i IW-6• MONUMENT KNOCKOUT INLET AND OUTLET OPENINGS i _ RIBs msI➢ NOTES: 1. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST a , � tp0 47p.,f AND GEODETIC SURVEY TRIANGULATION STATION "PROS'. ra SUBJECT TO A 20' UTILITY2 SITE IS NTHE TOWN F EASEMENT AS SE t FORTH IN L TAX MAP 1000, SECTION 010. BLOCK 50 LOT 02 1 .1 LIBER 9101, PAGE 259 CAST CONCRETE COVER 3. SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL IN�<r29�F NiX. WITH PLAN THE REQUIREMENTS OF THETEM SUFFO KOC COUNTY EDEPARTMENT TX/ COVER LOCKING CASTING OF HEALTH. 'r TO GRADE TO GRADE IF DROP 'T' I USED FINISHIMN4ER26/]2.6 W1 E MESH ADE 3' SITE IS LOCATED IN ZONE R-8i0. 4. BUILDING SETBACKS PER SECTIION I00-244 v'+ 6 x 6 6/6 G WIR MESH f min. m0� �6' 5, TOTAL AREA OF PROPERTY - 1,50± ACRES. 32 � -� _ / INUE 3' VEN31VENOUTLET 6, BASE FOR LEVELS N,G,V,D, 1929. > �b LIQUID LEV CONTINUOUS HOT R4 WT AFFLE�T f 7. ALLOWABLE LUT COVERAGE 20%,- PROPOSED= 4,57 JS,9 o. ASPHALT SEAL LIME WITH I �yCt'� 0 , Pjb iF 4- SCHEDULE I{4 I/8' PWC 3 INLET BAFFLE A 6P GRS p nErLECTD II \ \ / \ 'ham EUV,3933' 4' \ a6 4 / / CROSS SECTIDN / \ a MAP REFERENCE: � EXISTING SHED TO 36 / x39.2 I / 1500 GALLON n\\ / 0 PLAN OF PROPERTY TO BE CONVEYED TO 20, BE RELOCATED n3 'o °� /OIL TANK 3 PARKINGI i 2 COMPARTMENT ATWUOD COLLINS IIT & CVN'THIA COLLINS x37,5 10' CEDAR x ,4 BRUSH LINE i�� SEPTIC TANK BEACH AVENUE, FISHERS ISLAND, NEW YORK, 1'=40', 4, J MONUMENT TYR NOT TO SCALE BY CHANDLER, PALMER & KING, NORWICH, CONNECTICUT. JAN, 19, 1993 Z Q: KING / 39.0 NE APPROX. LOCATION ' AY W DRI RI CLUMP x % / WATER DF U/G WATER & K ,gip SHED 38.Ox 40,0 GATE ELECTRIC SERVICES IT O 1pN CLUM\ ( STONE FLAG RELOCATED SHED S>' 9. V I PARKING AREA 8' STONE WALK._ _ 39'0 LOCKI GRADECASTING PROPOSED GRADE f N I BRUSH TLUJN YPE q ry�cK / \ "Po 7G_G VNDCAP TYPE TEST HOLE DATA Be3a LEVELING DEVIces WITNESSED BY: RICHARD IH. STROUSE P.E., L.S. 6\ �( _ 2 aq \ 4 0\ \4 � \ ,� Xr / a0 MONUMENT I q / �'N05 SED RE �yyC 45'5 PROVIDE SPA & GEN EQUIP PEN `' 4' MAX, TEST HOLE #1 7/9/99 4 ( MIN. 4' q2 2 > 0 STEPS 1 ( OUTDOOR SHOWER 6"- 6" TOPSOIL DARK BROWN 1 PLANTINGS INLET \ �� �— �, \�� STEPS I ( z' PINE 6"-96" COURSE B FINEAND SAND, COBBLES E FEW BOULDERS 40 PROVIDE i ` 2' MIN. ABOVE 96"-1T MOTTLED BROWN AND GRAY COURSE TO FINE SAND, I 40 � CONCRE� � �4�/ 42 OUTLET INVERT ; 0 i,' - �4 p 1 / WALL / � LITTLE GRAVEL, FEW COBBLES HE � CLUMP 38 1, 45. I j' 4" T,H,#1 5.5 ' OIL TANK \ i I BAFFLE REQUIRED CHERRY CHERFILL PIPE 48' CHERRY A \ IF INLET PITCH EXCEEDS 36 \ 43.5x 1 C 1/2' PER FOOT CLUMP % q3 EXISTING HOUSE \ \ 34— 6'` REMOVED 1��7wc9 i TYPICAL DISTRIBUTI➢N BOX RY 45 i ,'PROPOSED NET TO SCALE PROVIQE NEW - SPA LOCATI \ L 32 �n ,moo \ \ x43,4 / UNDERGROUND OIL TTK \ \ ti 44 / I / CLUMP\SHA➢ \ \-6' CHERRY \\ J EL GEND: 42 40 I CLUMP 4 _ / ,� \ �-�pg, w F.F. FIRST FLOOR cHER\1 'l` 7 \ - -` / / g• CHERRY I a ELEV. ELEVATION 6� N/F NOW OR FORMERLY 55 --_EXPANSION � �8'�CTRRY l S.F. SQUARE FEET � � I 3 U I � �- POOL PROVIDE 1500 GAL �/'\� '� `- �� �� m o 2 I o aa 4- DIA. KNOCKOUTS SEPTIC TANK 100 — ---- EXISTING CONTOURS PROVIDE 3 - 8' DIA. ° ° c o 0 0 loo — PROPOSED CONTOURS MONUMENT LEACHING POOLS 2�h \ _--. \'� �" \ ! \ I `" o ° e o 0 0 o • WLF \ l � INLAND WETLANDS FLOG f \ ' I 4' ,1— o B0• DIA ° '- —� it#5 BUILDING SETBACK LINE 22993 \ a CESSPOOL TEST HOLE tC N Bl'2B'00^ b \ \ y _ 0 MONUMENT 21 \ ,\ \ \ \ \ CROSS 100. INVERT ELEVATION NOT TO SCALE AVENGE N 6>�6593, SITE PLAN PREPARED FOR \\ x10.6 MONUMENT /1 TWO O D COLLINS L \ \ 10.7x \ CSC. CYNTHIA COLLINS � N.97�44' � za D 0 zo BEACH AVENUE \ GRAPHIC SCALE 1N FEET FISHERS ISLAND, NEW YORK REVISIONS i : CHANDLER, PALMER & KING DATE DESCRIPTION 2 y� " 11 99 Lia w ArchhD6 tecture, Engineering and Surveying I am familiar with the standards for approval and M / / REVISIONS UQ BROADWAY NVICH, 06 CT 360 889 860- -3397 FAX -8 @686-7801 � \ construction of subsurface sewage disposal systems for single family residence and will abide by the DWG F-1003-51 conditions set forth therein and on the permit to �� Construct. DATE: OCTOBER 18, 1999 APPLICANT SCALE: 1" = 20' SHEET 2 OF 2 J II c� hi II'11 � Ii�l li"' Ir . IYiI I! ", IjIIill i III'I 11 I ilr hl : k laii i i III 1'0 , I141IIIli T1 w , il ',,, MONUMENT 980NIES KING VIR Architecture NOTES: Programming I. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST 4 GEODETIC SURVEY Planning / 43� ' ' TRIANGULATION STATION PROS. 2 Sachem Road 2. SITE 15 LOCATED IN THE TOWN OF SOUTHHOLD, COUNTY OF SUFFOLK, TAX MAP 1000 Stony Creek,CT 06405 = SUBJECT TO A 20' UTILITY EASEMENT A5 SET FORTH IN SECTION 009, BLOCK II, LOT 8.1' Tel 203.483.9960 Q LIBER 9101, PAGE 259 3. SITE 15 LOCATED IN ZONE R-80. Fax 263.463.6780 Z 4. BUILDING SETBACKS PER SECTION 100-244 (NON-CONFORMING LOTS). ■emaik info®akVPC.CUm EL= 0 �6tr '� 5. TOTAL AREA OF PROPERTY - 1.50x ACRES. 4/p 6. BASE FOR LEVELS: NG-V.D. 1929. I� '%lq� T. ALLOWABLE LOT COVERAGE 20%. 3 2_ l � MAP REFERENCE: 3� — — — — _ _ / PLAN OF PROPERTY TO BE CONVEYED TO ATWOOD COLLIN6 III 4 CYNTHIA COLLINS FBEACH PALMERISHERKING, NEW NORWICH,OCON-407, JANUARY 19, 1993, B AND GRADE LINER ) 1 / �9• MW i\ R HIGHER LOCATIONSARE N1Q4OWN BENCHMARK W TOP OF SPIKE TMP. LINE ELEV.=3933' H 46ID' GRADE LINES x393 21 ARE 4� REMOVE IEXIBTING / N 0 AND HIGHER LOCATIONS +, \oIL TANKf OIL T= 3 I-- ■ p20, wl Jix3T5 '31, _ l N/F NOW OR FORMERLY 6 I TYP. TYPICAL MONUMENT EL= 0 l BUILDING SETBACK LINE J WIf 1P- // �_ l ---4m--- EXISTING CONTOUR (2' INTERVAL) SFIEDr j B.Ox _ // \\11 `— CONSTRUCTION SHED S x31.4 EXISTING SPOT ELEVATION o�0 '�///�—CONTRACTORS OPTION -S 9 _ _ PROPOSED CONTOUR (2' INTERVAL) V WA?ER� / �BHETEECEXIBTI BTgJdTIGN Sa APPROX. LOCATION 3y5' �•- �„ DATE LOCATION. tea- OF CT WATER DRIVEWAY 3yID ,�'p-�' '�..,� ` � l F ELECTRIC SERVICES ,. Z �P? y .( 0> LATTICE FENCE 3 ID .��% C � } • BID \ E. / i — �� i Q I BRUSH HLINE �\ i3 3�.1 \ _L/ ^�� \\ MONUMENT1 I = 6 �"/=- `� PROV1y (2)TWO y'i 'g U 44 TS BURIEADNDWITH CONTRACTOR TO VERIFY Z STRI BOXES PULL:- Q � (APPROXIMATE)LOCATION OF z 42 / UNDERSROUND WATER ELECTRIC, J I 42, — 1 •�%/' "`H B�AL �PLANTING5 /, % / l2' PINE AND TELEPHONE UTILITY SERVICES. Uj N N \ W 3eQ ) \ NOTED 5 I �V ,y J (UMP -1 -14IH +45.95' j+45.15 I l I \ \ ` W = J II ' \ \ «45.95 l I / \ \B' CHERRY F4NE ■ N 0— 36 _ \ 435x \�/ L. c RRA a CLUMP A� /j , 42 W 34_ —`� CLUMCID H\R ' \ CHERRY \\ \ 45 L 32 \ \ x43.4 \ °�0 S� J 111 _ \ J eCLUMP\\ \\ 6' CHERRY ` \�q� Q 40 juQ 8 \r CHERRY r � — — I LL W c RY� _ 3 Z L6 rz- MONUMENT 3 EJ---0.00 \ sN 129.93' 4S — F,QpN,`� \\\\I ■ N 81728'00„ W i\ — \ , 4 \ v MONUIy�ENT M1 \ — \ \\ Ck \���III��� /6 \ \ \ E 16. X06, /MONUMENT ■ Revisions: F<,0 ¢� 2m I0 0 20 QI NOVEMBER 10.1x REGRADE TOO COMOM PLY GRAPHIC SCALE IN FEET W/ "CELLAR' LIMITATIONS. N.91.44' W.2261.90' F Date: Eo ARC�y NOVEMBER 2$ 1999 \0 NEY qRB T<� Scale: W c� Sheet: A, J y'T,yT)C#979��Ayo�� BOF NEN a'mnrt>fu weasnnxnac ■ 1 ■ 2 ■ 3 ■ 4 0 5 ■ 6 rT ILII \ �_ Ilih+llll Iilll r Iul' SITE PLAN GENERAL NOTES �pr' III n Cy I LOCATE ALL UNDERGROUND UTILITY SERVICES I hn 3Z "f / (INCLUDING WATER, ELECTRIC, AND TELEPHONE) BEFORE STARTING 51TEWORK AND CONSTRUCTION. 75 I 41 2. SEE SPECIFICATIONS FOR UTILITY WORK. / 3. THIS SITE PLAN 15 BASED ON SURVEY PREPARED BY C CHANDLER PALMER KIN, DATED OCTOBER 18, 1999 5 4. THE SEPTIC SYSTEM (SUBSURFACE SANITARY DISPOSAL ANNE K V1,0 >>j9, SYSTEM) DESIGN IN BY CHANDLER PALMER KING. 5. COORDINATE GRADES WITH SEPTIC DESIGN. \ / �� //' I // �4• G. PROVIDE CODE- REQUIRED SEPARATION FOR SEPTIC Architecture SYSTEM FROM HOUSE, SITE DRAINAGE AND DOMESTIC WATER PIPING. Programming 1. THIS SYMBOL ' INDICATES THAT CONTRACTOR SHALL Planning RE-GRADE SITE TO SMOOTHLY BLEND CONTOURS INTO EXISTING GRADES.GRADING SHOWN 15 DIAGRAMMATIC TO 2Sachem Road 34 SHOW INTENT. EXISTING GRADES ARE NOT PRECISELY Stony Creek,CT06405 I \ 1 \\ /' j BENCHMAPoC KNOWN. Tel 203.483.9900 1 I _ _ TOP OF SPIKE 5- PROVIDE EROSION CONTROL AND SILT FENCE TO-- -BRUSH RU .3933' SH LINE ELEV. PROTECT UNDISTURBED AREAS FROM RUNOFF AND Fax 203.483.8780 / / DAMAGE, ■email inforakvpc.com I }Q S. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE BUILDING CODE, HEALTH CODE AND UTILITY COMPANY STANDARDS AND REQUIREMENTS. 460 E 10. THE CONTRACTOR IS RESPONSIBLE FOR THE I LOCATIONS LINES HIGHER - / / FOLLOWING WORK: A SEEDING ALL OPEN AREAS (THOSE SHOWN WITHOUT PAVING OR AS UNCHANGED.) B. REPAIRING ALL AREAS DISTURBED BY CONSTRUCTION -- I OPERATION BOTH PAVED AND UNPAVED. O I 460 GRADE LINES AND HIGHER > \ \ Yp' \ REMOVE EXIeTING C. MATCHING ALL EXISTING GRADES WITHIN TWO FEET OF OI TANK ALL PROPERTY LINES ABUTTED BY NEIGHBORING B y I LOCATIONS ARE UNKN " \ \ L OIL TANK PARKING \- �� I PROPERTY I \ \ W POINTS THAT TEND TO RETAIN BLOPGRADING N�TH ALL IT AREAS TO DRAIN !POSITIVELY x315 I / ST.9, SING WATER) � x31. \ E. USIN� LOAD-RATED PRECAST STRUCTURES, CONDUITS `-_ �^ -_--- 6 AND ACCESSORIES FOR Al WORK EXPOSED TO VEHICLE LOADS (FOR INSTANCE, UNDER PARKING AREAS AND DIRIVEWAY) AMC) AS NECESSARY FOR CONSTRUCTION `4 \ @• \�� MONUMENT ACCESS. 3-32 STONE�'1 EL= 0 II. GLUDING4R 15 Fl PLANING Ol OFLOER BEDS, SPECNel FOR IMEN ■ PAVING 5 BER ORNAMENTAL GRASSES, TREES AND SIMILAR ALTERNATE • CZ I \ I I 1 X /�- ENLARGlD `BELGIAN BLOCK C1J�. L7] I F4 RETAINING \, \ \ ` I' . _ / PLAN' FLAG II �. ITEMS YEPARATE CONTRACT. LZ3 WAL 3t( SHED POLE Sell 40.0J I b'-0' LZ] CONSTRUCTION SHED-CONTRACTOR'S ^;u ® �.�... OPTION- TEMPORARY CONSTRUCTION i I I \ I Q} SHED- EXISTING SHED RELOCATION WATER GATE 1/ 3b5 I / I \pr� I I 1,) \ � NEW UNDERGROUND C 50' I LZ1 ell 39ID ° ^ /X _ _ OIL TMllC I '��'� _ _ _r__ . \ I AND PAD. D3 d, � ' . , \ I U LATTICERT _ _ PAGING FENCE _ z W Q BRUSH LINE .38.0' STONE I // / ./ - - PAVINGT . Co CL_ W CO W a6��� 46 / OIL .r 38 IIf FENCE E' FILL PIPER T I/ I I pl p '�,\ \ / /\ ■4q 1Tb" p PROVIDE (Z1T� 4' CONDUITS BURIED �� W w WITH PULL STRING BOXES AND PULL /� 44 Q � IAlITB. ! - - 4? \ / 71'11'1 -"--T"\" i �� J _ 1 A Uj� ,47 PLANTINGS CZPINE 0RET4N AS DRE V �/ \\ M5. +45 j`I' 1j1 ++ 11 \ \ /• C U W 4 I 42 LEGEND ^ 4" P. AS NOTED. �. I 11 '�_ 11 / N/F NOW OR FORMERLY \ -, +45 5' GL I - - cN�T�RY .45.75' 1 MP 35_ I �-- A v � +455 ', '�. ) I I �/ � TYP. TYPICAL _ \\ «L5+15 �"' i ^45.75' 11 11 I II \\ \ \ B BUILDING SETBACK LINE +4S1 - I / GI ENLARGE 11 1 / \ \\\ 18' CHERRY \ \\\ ---40--- EXISTING CONTOUR (2' INTERVAL) ■ \\ \ I I _ L2.1 / PLAN 36 _ - - ��\ \ - - \ I I 43.5x \\ x31.4 EXISTING SPOT ELEVATION _t {- - \ CLUMP CHERRY 4\�\ �„ \ I - to \\ \�\ /� \ / 2 + PROPOSED SPOT ELEVATION — 40— PROPOSED CONTOUR (2' INTERVAL) ]- --- CHERRY \\�� CLUMP E CHERRY \ \ AS I \ � 1 \\ \ \ \ x43.4 / / \ ASPHALT PAVING DRIVEWAY- \ /� \F'e 7 \\ \\ \\ \ / / 1 1 1 MARCH EXISTING WIDTH AND LAY4T. / \ BAS BID 18 TO REPAIR EXISTING-\ 1\ \ _ ALTE TE IS TO REPLACE WITH \^\ \ \ \\^ \\ \ \ i' NEWP VING, \ UMF CNT Yq \\^^\ CHERRY \ \\ \\ \\\\ \\\ \\\ CLAMP SHAD \\\ L77 \\\\ &' CHERRY \ \ _ \ \ \ / / _ -- ``\ I \ ■ Revisions: 42_ __ IQ NOVEMBER01 40 REGRADE TOO GOMPLT W/ 'GELLAR' LIMITATIONS, ARe F ----------- -- --- / i' 1\I \\ e' CHERRY -----^\ I Sri/'0#awSX°e� o OF N€I'IH F Date: I -------------- \ \ — I/ \\ , I �� NOVEMBER 22,1999 Scale: _ ___ - NIG NOT IN CONTRACT 1�$� P-O' —�-- -----------------�—��----- \ 8'6HERRY 1 \ � �---_ \ � Sheet: \ I . ,' - \, L1 .2 ■ 1 ■ 2 ■ 3 0 4 ■ 5 ■ 6 «roan..xa®ulo— I I � -� •;� l _7 38Dx I .' i •, /. _ _ E, \ ` I WE LATTICE FENCE © Architecture +365' I Programming `�Y I Planning 2'X6' AC CONDENSERS 1 12' EQ. 6'X6' POST 2 Sachem Road _ tTP. Tl"P- _ I Stony Creek,CT 06405 Tel 203.483.9900 l — Fax 203.483.8780 ■email:infoeakvpe-c'om — \ CENTER OF WALL '•f ! \ 777 .. \ r 24' DIA. B CA I 11 I a • i 1 I" x38.1 =_-_ I - BREAKFAST - I I I r / I � II II II II II II II II II II II II II II II II II II II II ■ I_UJ LUJ LUJ L J L J 6'X6' POST N _ . . - i / /•,i � 2X6 C W 0 - HEAD FRAME -- HEAD FRAME CI PARTIAL FIRST FLOOR STAIR LAYOUT z g W L1.2 SCALE: Il4'=1'•0' 0 (0 cn � W J LATTICE LATTICE Q / W . H / ■ LL Q «t2ID NOTES: rA af w I. CENTER PANELS IN FRAME WITH OPEN AREAS NEXT TO FRAME. Z Cn ! 2. PROVIDE ANCHORING HARDWARE a 48' OC MIN. uj J D � . ALL FASTENING SHALL BE ON THE INWARD TOP SECTION CORNER CONNECTION 4OF PANEL. i I 4. LAP INSIDE AND OUTSIDE FRAME MEMBERS.. O ' 5. MAINTAIN UNIFORM LEVELS AND LINES IN ALL PANELS. \I I % / — U U /�/ / , - - --- - ----� ' I POST OR WALL EQUALIZE EDGE SPACES m /,. � / JAMB FRAME EQUALIZE TOP s BOTTOM SPACES i I SQUARE 5 ACES 4'x4' CLEAR RE P B 4._&. - ___1`/__1--� 5 �/II I 1 / BRICKUJALK = - MECTYPIHANICAL x7 CLEAR AT - ' I MECHANICAL EQUIPMENT L1.2 SCALE: I/4'=1'-0' SCREENS - I 1 1 ` Ue' QUARtER ROUND STOPS HURRICANE 2Xb WALL CONSTRUCTION I DOUBLE IX4 FRAME ANCHOR FIRST FLOOR FRAMING CLEAR PINE LATTICE STRIPS VERTICAL STRIPS TO FRONT POST CONNECTION eIZE: PRESERVATIVE TREAT BEFORE WALL BEYOND. WATERTABLE _ DETAIL FABRICATION BY DIPPING/SOAKING FOUNDA710"RAMING GRADE BEYOND ANCHOR BOLTS LOG FLASHING 10' FOUNDATION WALL LATTICE FENCE ELEVATION DETAIL 2' RIGID INSULATION S,tEP9 W 12' CDX PLYWOOD L2_1 NTS 1' = I'-0' 4 •� E SHINGLE SIDING � I X 4 TRIM. MAGNETIC BEACH STONES WARNING TAPE GRADE GRADE I CONCRETE WALL W/ GRACE ` • L n LCC FLASHING 4OREBAR 5 LEDGES TO SUPPORT a �1l LLI :\ /\ /�� /\\ y -III- \//\\/\\>\\ WELL LL COMPACTED A LARGE BEACH STONES. , .. $ o a • d • CONTINUOUS z —- / Y/ // WELL COMPACTED \:,/ r\. / ° �9 Ill- / / / /• STONES `i\\\\ / ' i_ WIDF. \\/\\r\\ FILL FREE OF LARGE 2x BLOCKINGrRIGID INSULATION \, \ \ \ I- r -1 r _ FURRED GWB - —III ONE-PIECE y . - \ STONES 1 r fi a w Z\ a • BLUESTONE TREADS MAGNETIC WANING TAPE ■ Revision _ STEPPED FOOTING - — 3p GEOFABRIC 4' CONCRETE SLAB ° �d �y ? EaED ARCH 2' RIGID INSULATION .Y 4 X 4 WIRE MESH VIII \ `yS��,�SNEYgRe Te, 4' LEDGE ' VAPOR BARRIER I= - I- CONDUITS W/MAGNETIC !•• * d • 4' SCHEDULE 40 PVC SCHEDULE SO PVC SLEEVE _� o COMPACTED GRAVEL TURN DOWN UPPER �' Y L DONT METER TO BHEp (BARN) �r WATERPROOFING AND LOWER EDGE - a ° • III ° E I I�F TAPE IB' ABOVE N MECHANICAL ROOM SYSTEM AND COATING ! ° tt1 TAMPERED 5AND CUSHION 2 r _ ' COPPER PIPE 0 5,.o �I °\ •�' o°a \ COMPA =! f COMPACTED SAND BED s`0 INN Ni y0� 8" CTED SOIL P OFFNEI MIN. TEL/rV ELECT 1 = - Date: 5PARE ! 11 OCTOBER 29,1999 Scale: Fl CONCRETE STAIR WALL F3 CONCRETE STEPS A5 NOTED L2. SCALE: 1/2' = T-O' L2.1 SCALE: I'=r-m' �4 ELECT/TEL/TV SERVICE 2. IUATER SERVICE Sheet: L2. NTS I `.1 L2_I N75 L2.1 = ■ 1 ■ 2 ■ 3 ■ 4 0 5 0 6 FINISHED GRADE FINISHED GRADE ORR -III-III-I -III-III-I -III-III-I -III-III-I �-III-I -I III—III—III- -III—III—III- pp I^i ('�j =III—III—III- I=III—III- =III—III—III- A11UONlESRV1,0111 �-- COMPACTED PEASTONE GRAVEL Ard9teetare COMPACTED Pfogramming PEASTONE GRAVEL Planning 0 HEATING OIL TANK 2 Sachem Road Starry Creek,Cr 06405 HEATING OIL TANK ANCHOR STRAPS WITH CONCRETE BALLAST TURNBUfXLE. Tel 203.483.9900 ANCHOR STRAPS WI7H PAD. R TE BAR V L PROVIDE ANCHOR Fax 203.483.8780 TURNBUCKLE. STRAPS PER ■email rnfoaakvpc.com PROVIDE ANCHOR O.C. EW TAB. MANUFACTURERS STRAPS PER RECOMMENDATIONS. MANUFACTURERS RECOMMENDATIONS- 0 9 B B HOLD DOWN DEVICE ANCHORED UNDER BOTTOM REBAR TYP. SIDE ELEVATION FRONT ELEVATION E3 BURII=D OIL TANK I 17 .�,a ■ z C UZ Q wco log J W = E - ■ LL Q r-m' MIN. Z 1 6' TO 818' STONE GARB IN — STEEL EDGE z yy_10 TO A' BRICK EDGE IN 1 MORTAR SETTING BED {- m-6 -{ J W I MORTAR SETTING BED I I > f GRADE Y' COURSE OU9 SURFACE V -III III- m _ -_ -I III 3' BITU 0 U -III-III h BRICK PAVER III-III �- 5' BEACH STONE TOP -VI- -III- COURSE f- 3" BITUMINOUS BASE �-- STONE DUST -III-III - o 0o COURSE 5' BEACH STONE TOP - o OAO� D U I I °Oo0 pao 00o PROCESSED STONE Q 8°pyo COURSE ° u om�a°a�oO°oo°p°�°°aO° o°o°`� 4�,q m poo° ! �Oow .p t]"O�d°4A o °off° ° oo a �� Op pBaop°ap(�og m° �_ 6' PROCESSED STONE p S °p -�— PROCESSED STONE poo ?. o o°O r- 6' PROCESSED STONE pO °o °°" °o° O ° 0 8 8 °n °o°p o°oaa 9° °opo oWo 0 BASE COURSE o° a° ° � QwpOow°° 0 o O°o0o° Cb��°o�a O° BASE COARSE 1�T�I�ITI _ _-_ _ SOME "FACTEE OF - COMPACTED OMSU5pTE Ti ~ SUBGRODECOMPAI-TED -III-III-i -III-III-I I I- - I- STRUCTURAL BACKFILL -I -I I- - Bl BRICK SIDEWALK C2 STONE DRIVE GI STONE SIDEIUALK EI BITUMINOUS DRIVE ■ LI2 Ne 12 Ne LI2 L12 Nm FLAG, POLE. SEE E SPECIFICATIONS FOR REQUIREMENTS. FINISHED GRADE DRAINAGE LINE OF STONE CURB AGGREGRATE PER BEYOND CONCRETE BASE MANUFACTURERS STONE WITH METAL PER MANUFACTURERS RECOMMENDATIONS. EDGE RECOMMENDATIONS, RETAINING WALL SEE SPECIFICATIONS PRECAST BLOCKS. FOR ADDITIONAL SEE SPECIFICATIONS ITUMINOus SURFACE FINISHED GRADE REQUIREMENTS. III- FOR REQUIREMENTS. 2" B CG 1TUM - • -III- WALL HEIGHT MAY 3' BITUMINOUS BASE / �- TOP BEACH STONE VARY- VERIFY WITH . + < T ■ Revisions: COURSE 'ad FINAL GRADING. 6' PRECAST STONE o0°m0ii °`o°°° ° `floo 0 ooOppO°O°O°powOp0°a°°Q°paoO°No°4qp,wp°o°�p°oo°°oo°°$op, p ° o°°goop°°°oQ �0°°aUopm popCa� pia ° �P\EtND EAVpE'0o'Vbbo FINISHED GRADE 2R�RQe/ ,. o ° o� o° °oo° o°cg°oca o °O�°o°115p COMPAI ED - III- -III mI III- III- -III PROVIDE S �C#07at01' ••%' GALVANIZED STEEL STB OF N Vi l�'=" FOUNDATION SLEEVE CONCRETE FOOTING AS REQUIRED- PER MANUFACTURERS FI BITUMINOUS TO STONE DRIVE RECOMMENDATIONS. 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ANNE ttT,i��n n(�/ A�,j`�{wf I��1IILpJ 1N���IArcVhitec�turrree Programming Planning 2 Sachem Road Stony Creek,CT 06405 Tel 203.483.9900 Fax 203.483.8780 ■ematk intoeakvpc coin \ \ I D q _�• \ 6'_8" 4'-e�' 18'_11" LOW I3.IDN WALL � BEE DETAIL J — — _ _ SLAB '^ I , I = I _ I � TOW EL = 0.0' O ■ I I m I I EL = 0.0' P e I 00 LI IJ I I .� ENTRANCE S FOOTING DRAIN - 7YP •—•-7 v DRAIN �` �� DRAIN— — — — — — ' — — L_ _I _ U z Q SUMP PIT WITH STEEL _ Z t_________________________ , COVER SEE 1 ■ ■ � _ Z LE STRUCTURAL. �-�• 1 1 N `C:.TI N III L = lil.0' I I Fn- W Z RETAINING WALL 1'2' MIN \ I L__ - WO �\ I SEE MANUFACTURERS =m ■ N 1 RECOMMENDATIONS FOR 51ZE AND I L- 4'-8' CRITICAL DIMENSIONS. 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L______________________________ _-____-_-_________--_ ________--____ / \D _ — - - - - I — - - - - - - - — — — — — — — — — — — — — DRAIN -'— DRAIN I N. LEDGE n TYP FNDN WALL L SEE DETAIL. SEE ■ Revisions: / FOOTING DRAIN - TYP -F ; J r STRiIGTURAL. CONCR __-_-- ETE STEPS / 4V9D/ _-_-- 9E DETAIL 6 -612. q_TL. / � 2 10 SEE _ CONCRETE STEPS / I' 12'-If' SEE PETAIL / r L21 L 16'-s' F Date: 54' ED agcy OCTOBM 29, 1999 �fTNEy,y �T Scale: LD � � 4r Sheet: .a.. yo „1 A1.1 14' 6OF NEN oirmwry ixr®iwoYna 1 ■ 2 ■ 3 ■ 4 ■ g ■ 6 �R� hi rl� � GENERAL NOTES ABONEMG r►1��11 I. DIMENSIONS WITH * BEE ELEVATOR MANUFACTURER FOR SHAFT AND Architecture MACHINE ROOM SIZES AND Programming REQUIREMENT5.CONSULT WITH Planning ARCHITECT FOR REQUIRED DIMENSIONAL CHANGES. D 2 Sachem Road STAIR TREADS ARE STRAIGHT CUT _ 2. REFER TO A53, A5.4 FOR STAIR Stony Creek,Cr 06405 AT SIDE SECTIONS AND DETAILS. Tel 203A93.98W F 3. REFER TO AI-S FOR ADDITIONAL NOTES Fax 203.483.8780 ® STAIR WINDOW ■email:Info0akvpc.mn SEATS /� —�� FACET STAIR TOWER AT / BASE / ---- \ © FACET WINDOW SEATS 7X4 FURRED WALL W/ INSULATION 1 D' MASONRY WALL CONSTRICTION UP J AT TOWER 7B I I I ---- II ENTRANCE I WOOD SHINGLE SIDING BACKED W/ I y I I T RIGID INSULATION AND PLYWOOD TYPICAL AT EXPOSED BASEMENT WALLS —C- 1 /+ im' MASGNRY WALL CCNSTRACTICN �+ 't I — I SPIGOT F__ I SPIGOT 10'-gp' I I I II I I I I L l rFOOTW ■ ______O— _____� —____J L.__I STAIABOV� II L_ O t._ 1J ------------- 1 __ _______ _________________—_ I I BUMP _ ____ _________ ______________ PIT * 1 , �BURRIED OIL TANK in SIA i `! FL EL•m.0' 1� Im' FOUNDATION I Q IEEE 1-19 W ? • i 1 v C WALL BELOW JPIFOR LOCATION 8 J _ - - I _ L FILL ________ W/�INSULATION I TION L CIGOI-NECTION$ I I I SEE L12 A j BED RM nm 7�L3• ® FOR LOCATION I I C W r�pm(?JIJA ALL r m BED RM •4 ; '�' - a 7X4 FURRED WALL ® Z W/ INSULATION J a 4 1 r Q e, IT SPIGOT N a O I I yS1LLIL LOUVER COORDINATE SIZE W r AREA WITH HVAC REQUIREMENTS. I 4' `� 11 I WATER ■ W q I I I HR RATED I GCJNECtION '-_--- -------------------- �' F j I I DOOR 1 L---'------ -------- ---- � IL ------ p ® HANGING RO r WAY —►I 4, TIS 1 H•— ARCHWAY =xv �1 ______ _______ '• \\ LEDGE ABOVE II MUD ROOM ® I0 �\ �♦ / j Z /// / i I• 1 IL in j c ELECT/rEL/CTV J I m _ •e J) a BACKBOARDLILA., � ' /i/. // 1/ _� I'' j • r OH CABG 4J BABE CABS ® ---------i HWH \1 CO ♦ 11 • . I'-b' 3'-b' 4'-Tk' I _b• O 12'_b' 4'-T�' 5' e'-6�' FURNACE D Q SLAB T _T - I FURNACE ?p /4 , W �„= I I CHIMNEY Fj CHIMNEY 1 m ABOVE I BABE W/ ELEV MACHINE RM BASE W/ I in I CLEANOUT _ CLEANOUT I I WATER EQUIP I - - 1 1 I LOCATION a - l 'k O 1 ~ '• �\ L� • I HOUR RATING - TYP r_—_ _ �♦ // J . SEE ELEVATOR STORAGE STORAGE •I I-_--_�\ \�.'i �\ // / _ T I ', 1 MANUFACTURER FOR \ SUPPORTS FOR / RECOMMENDED SIZE AND I •.� \� '�� NN SLAB 'I LOCATION OF EQUIPMENT. ■ LEDGE I •I. �� �l a --_______� , �. FURRED WALL - ALTERNATE WORK ABOVE I . , SLAB1 ABOVE ~���,' .. , --- ---- ---- —I I r ------- -------------- ------------------1 'L — ------------------- ,� ,-- ---- . , J.. __J I 1 LEDGE BLAB I ABOVE ABOVE , I 10' CONCRETE FOUNDATION E I '.: L.t rJ L 54' LB I ■ Revist9ns: ® I ,-UAF- F Dare: D a OCTOBM 29,10 p� yet\NFY R;,h'0a , Scale: 2 / I/d" 1'-0" p � n, Shoot: OF NS`N A1.2 ■ 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ ft GENERAL NOTES L DIMENSIONS ARE TO THE FACE OF GYPSUM BOARD FOR INTERIOR WALLS AND EXTERIOR FACE OF SND FOR EXTERIOR WALLS,UNLESS NOTED OTHERWISE. 2, SWITCHES, COORDINATE FRAMING AND BLOCKING TO LOCATE LIGHT FIXTURES,OUTLETS, 1 TTO�m�r'n T�'n ,�N� SWITCHES, TE RAMINATS,CLOCKS,AND OTHER WALL-MOUNTED ITEMS TL BE 1Hn111RJ0oJ Ilf'W;l I1u11�\tlll VII�JIIVI�tIV' WHERE SHOWN OR DIRECTED (TYPICALLY IN A VERY SPECIFIC POSITION, SUCH AS CENTERED ABOVE WORK BELOW OR CENTERED TO BOTH SIDES OF A FEAT MMICH A5 A DOOR WINDOW,OR WALL SPACE, ETC.)). If NOT SHOWN,VERIFY THE POSITION WITH THE ARCHITECT BEFORE FRAMING. Architecture 3, PROVIDE FRAMING AND BLOCKING FOR ALL WALL SUPPORTED ITEMS SUCH AS Programming HANDRAILS,TOWEL BARS,TOILET PAPER HOLDERS,GRABBARS,ETC. Planning 4. FRAME AND INSULATE 60 AS TO PROTECT ALL PLUMBING FROM FREEZING. 2 Sachem Road P 5. COORDINATE FRAMING AND BLOCKING WITH THE INSTALLATION OF FINISH Stony Steell,Cr 06405 D MATERIALS. PROVIDE CONSISTENT VISUAL SPACING OF ITEM5,E5PECIALLY Tel 203.4039900 BALANCE EDGE CONDITIONS TO BE EQUALLY SPACED. FOR EXAMPLE, Fax 203A83.8780 AT PANELED WALLS, INSTALL BEADED BOARD TO BE EQUAL WIDTH IN BOTH CORERS,OR EQUAL TO BOTH SIDES OF A CENTERED WINDOW,OR CEILING ■email:lntoftkVt)c.eom BOARDS TO BE EQUAL AT EITHER EDGE. COORDINATE HVAC AND ELECTRICAL 17'-I' ITEMS WITH THIS FINISH SPACING 6. AT ALL FLOOR TILE LOCATIONS, INSTALL SOLID BLOCKING BETWEEN FLOOR JOISTS AT ALL PLYWOOD EDGES AND TO LIMIT THE PLYWOOD SPAN TO I—� 12 INCHES MAX y, 1. COORDINATE THE LOCATION OF ELECTRIC BOXES FOR FIXTURES,OUTLETS, Ix AND SWITOHE5 50 AS TO LOCATE THEM TO BE AS SHOWN. IF NOT SHOWN, R'-FER TO THE ARCHITECT TO DETERMINE LOCATION IT IS THE INTENT OF THE DRAWINGS TO SHOW FIXTURES IN SPECIFIC LOCATIONS,SUCH AS CENTERED ON O WALLS,ABOVE DOORS OR WINDOWS,EQUALLY SPACED TO BOTH 51DE5 OF DOORS OR WINDOWS,ETC FIXTURE LOCATIONS ARE NOT TO BE DETO;I TINED O O BY LOCATIONS OF IN5TALLED FRAMING NE,FOR THE CONTRACTOR'S CONVEn9ENCE1 B '^ 8. COORDINATE FRAMING WITH DUCTWORK AND PLUMBING. m / 15.5' 9. FRAME EXTERIOR WOLL5 WITH 2X6'8 AT 16 INCHES ON CENTER MAX PROVIDE JACK-DOUBLE STUDS AT ALL OPENINGS,DOORS,AND WINDOWS. PROVIDE SOLID POSTS AND TRIPLE STUDS WHERE INDICATED. PROVIDE 2X6 WALLS OR FURRING TO ACCOMMODATE PLUMBING DRAINS AND VENTS. 10. PROVIDE FIRESTOPPIW3 PER CODE. 11. COORDINATE ELEVATOR SHAFT STRUCTURAL FRAMING WITH ELEVATOR m fi HANDRAILK+LLARDRAIL MANUFAGiLIrcfR'S REQUIREMENTS. -NCV TOWER __ __ 12. REFER TO A6.1, A62, AB.] AND A82 FOR WINDOW AND DOOR DETAILS ■ Roof:OF - __ _- -- $IM,413 __C1AJD SCHEDULES. � __ 13. BEE A1.1, A11 AND A19 FOR CABINTRY DETAILS. 10'-32 e - -- __ A STAIR DETAILS ENTABLATURE ABOVE O DN UP WATEPT45LE BELOW 1 I L1a Iry CF ORNICE-A iv 1 O C W m 1 SHELVES— I m ABOVE I '�' Z r- ELEY I 18 I _-____COUNTER FL FL = 95' 1 SHELVES ABOVE J nlD€d o J BL _ r ___ ___ ____ ___ ___ _� 0 W z FL EL - 95' MIRROR PO DER Ir m PICTLLRE9 REF _ © __ Q N J 12 I I -� I,� L I I � �- OII ID, -+ry O 13@� `} '22 ///��� HALL '` W POLYCAST COLUMN 1 `9 ICH BUFFET O O ■ O ---- GLASS CABS M ENCLOSURE ON SLAB BLOCKING FOR ICTURES - P O 1 FL EL 10.0' 6 Q= W O A5. PILASTERI I O DESK g _3 J TYPICAL 13 1' -- �� - - ----- ----- CO (u u- CONIC SLAB STEEL OR WO POST __ _-_ ®__�A�__ __-__ _o_o_-___ __-__- 1 Q 3`3. Z __ _ __ -------------- - a'-1 r— r------- L------------------ ---- cc I I I I I ISLAND I �_ ROOF ABOVE -- -- _ — \ — I PILASTER - TYP� 1I '^ ® II 1 \ U- ______._ _T=�— _�G It A5. 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IF111114u lYllllll'I.I,J\1111 G Y L L Architecture Programming Planning 2 Sachem Road 7 Stony Creek,CT 06405 Tel 203.483.9900 3F Fax 203.483.8780 3.9 ■email info®akvpccom O/ ALIGN WITH LOWER WINDOWS - TYP O LANDING \ L�--�— -- O ROOF BELOW O J B TOW 3F Flo Im'-gZ• 1r 6 .9 4-8• - -- -- -- � g,_y: A3.9 6' 9' 21-• — -- —— O O S. LEDGE 91 PN HANDRAIL L� O oII `r IRON BOARD p LEDGE o 5'-9' zzI 32 m LOCATION ' WALK-INzl vq I0' 6'-6' Z PRESSING N1a z W O ¢ uj DRESSING N I FI Fv LAUNDRY W q = Z I¢ '- YYJ '! HALL ICJ -r N J W ���nnn�� m UTILITY W n BATH o / O CI-05E T S. 0 e 19 ® 0 6 e o J5QL O UJ Z o F Uz 22 2 0 /Q ,yam' ,�& LADDER 29 31 Q O z Q Z ABOVE �� J Q FL EL = 715' w (n LEDGE � / in 6'_.I� 13 J COLUMN BELOW. 3 '`7 TYPICAL /,�\ ?' O 6 S BEARING BELOW W O ll .rfJl 5�_9� /'� r vJ s o ---- HANGING w O --- �� 1 7'-5 n" 7 _5 \,\\,\ DRE961NG BELOW WMASTERROOF z Z BATH MIRRORS \\ Z �.� I BEDROOM ----- -/�'��JJ -N' ® BEDROOM '=2 ; O \ f I « O ivF ----- SHELv. 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PROVIDE POSITIVE ROOF SPACE VENTING FOR ALL SPACES BETWEEN THE Programming SHEATHING AND VAPOR BARRIER CRO55 DRILL HOLES AND ADJUST FRAMING Planting AS NECESSARY. 2 Sachem Road 5. LOCATE PLUMBING VENTS EXPOSED ABOVE THE ROOF ONLY WHERE SHOWN Stony Creels,CT 06407 ON THIS ERAIWING. USE METAL PIPE FOR VENTS IN CLOSE PROXIMITY TO METAL FLUES. Tel 203.483.9900 Fax 203.483.8780 b. PROVIDE A COMPLETE LIGHTNING CEEFREPROTECTION SYSTEM REVIEW LAYOUT OF ■Galan info0 com ADJUSTMENTS ITEMS WITH THE ARCHITECT BEFORE INSTALLATION: MAKE MINOR akVPG APPEARANC IN LAYOUT REQUESTED NT GIVE A ICE. EP VISUAL APPEARANCE WITHOUT CHANGE IN CONTRACT PRICE. i ♦ \ 1. COORDINATE INSTALLATION OF LIGHTNING PROTECTION 60 AS TO CONCEAL WIRES. S. ROOF SLOPE 15 10 IN 12,LNLE55 NOTED OTHERWISE. S. ROOF ALTERNATE - MAJESTIC SLATE TILE SYNTHETIC RJEbER MATERIAL I I I I I I I j �— LINE OF FLARED B I CEDAR SHINGLE I ROOF BELOW I 1 I I I I I I I I I I I I I I I I I { I J 1 PL VENT WITH LEAD ATED PLUMBING VENT WITH I LEAD GRATED I COPPE FLASHING COPPER FLASHING I I O I LEAD COATED O I COPPER ROOF VENT I C L1 1 U J I 7 1 I Z I I I 10_10. I W00 Z I I I � \ j BREAK-457 WING ■ W I, ROOF SLOPE 15 8 IN LLQIL �. SLOPE RIDGE 12 U— SLOPE W O CEDAR ROOFING I I LEAD COATED SHINGLES i ] O COPPER ROOF VENT .- �— LEAD COATED IZ / COPPER ROOF VENT i I J Q LEAP COATED O I LEAP COATED COPPER CRICKET, COPPER CRICKET. TYPICAL I TYPICAL _ / D U U Q STONE STONE \ CHIMNEY CAP CHIMNEY CAP I y I I I VALLEY I I I I I CEDAR ROOFING ■ I SHINGLES I i I LEAD COATED 1 y' I COPPER CAP _______________________________ ______ _________ LEAD COATED COPPER CRICKET. TYPICAL LEAD COATED COPPER PECK ROOFING - SLOPE VARIES BELOW E PRESSURE TREATED DECK BOARDS OVER MEMBRANE ROOFING ■Revisions: F Date: SSTyED Apo OCTOBER 2%Mg G EY4Rc Scale: °ons. 1/4 co Sheet: S'RrYO#0791 y�FF". 6OF NENN 2 ■ 3 ■ 4 ■ g ■ 8 nrnr<rno/wa®nlovuac ABON15MGVW(K Architecture Programming Planning 2 Sachem Road Stony Creek,CT 06405 Tel 203.483.9900 Fax 203.483.8780 ■email:info®akvpc.com i Ln Ln Ln a B T AN m LIT Lb LY, 9RA ® L LO n CE T p HVAC SUPPLY LI LI DIFFUSER. TYP. �9 LB LO L8 ub BED RM 4 w BED RM CLOSET o C UJ M LW pLU r / 1 g L6 �p L6 "' �, V Z m L ___I 4 2 _y 2.,6. Q Q, -4° W EXHAUST GRILLE. ILZ ^ BATH TYP. _—_—-`__—__ BATH L6 O L,m Llt a a6 W z ———— a Lb w AUN R Le 2 J z V 0 L4,0 Lbp L5 v MUD ROOM L9 p L9 ulr w Ly ----- 11 O I Le Le FURNACE ------a LL Uj LR 4 T_I" rC LG LF! -------I O W Lk = L17 2 O 4 �' ____ m ® EL v. MAGA. RM -- W L12 U2 ------ai I ` LO Ln 5TORAGE Ln Ln Ln ST AGE Ln v ` V-6. _— ri I I II I I I I I I � I II II I E II I--i rJ I I L___ _---I _______________ I ■Revisions: F ¢EO Agcy Date: e,1TNEN /�;,1 OCTOBER 29,M9 Scale: Sheet: OF NA2.1 sT �O#019�apyOt� lE ES crnurtr xenesmxau 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 I MONERAH Architecture Programming Planning 2 Sachem Road Stony Creek Cr 06405 Tel 203.4839900 Fax 203.483.8780 ■emall:info"akvpc.com B I Ow N N L33 L% _ I L33 L33 L37 L31 L3'1 PANTRY Lal lc L33 L33 C O Ci LL L33 L33 U Z I I.— Cf) .— ALL _Er .. WE 1C W N CIS W Z ® ® LN LN LM ul L9 W N L33 L33 mi ' 4-m8 a'-4"1. 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O E5 Lbs �. �il 0 BATH W al Eq Eq EX14AUST GRILLE- W L44 L44 L44 FI TYP- Q CO Co -II' 1'-11 L4'I CORNICE - A O CL LIT -11' I'-11 M 1 m (3 1.50 LSD = Z L56 1.56 W W Q CORIJICE - BCf) ui 0 .{rI� (CORNICE - IS I MASTER I Z J LJ— fly — _ MABBT HR DRE591NCs — — �'_ —Q"' �C W [J yl� � Q U EQ. EQ. I I O = W I I p U ° F- I@EP�tl I BEDROOM ( M LuW ' I ARG-( I I 41 LL I I I I L 7 I BEDSROO 1 - - - - - - - - -o- rL I I I I rt (E rE L66 9' 4 9' 66 r. ti 4 E ■ Revisions: F Date: E\tEDARO OCTOBER 29,1999 NEY4Scale: Sheet: � A2.3 sqT #01910h p`+' F OF NES I eamgirw 41B10aaW0a( ■ 1 ■ 2 ■ 3 ■ 4 ■ 3 0 6 GENERAL NOTES: I, FINAL DIMENSIONAL COORDINATION IS THE CONTRACTOR'S REST-014MLITY. COORDINATE ROUGH OPENINGS FOR DOORS, WINDOWS, AND OTHER ITEMS. ALLOW FOR ALIGNMENT OF CASINGS FOR STACKED UNITS AS SHOWN. 2_ INSTALL RUBBERIZED-BITUMEN FLASHING PROTECTION AT ALL BUILDING CORNERS AND OFFSETS, 3. INSTALL RUBBERIZED-BITUMEN AND SHEET METAL FLASHING AT HEADS, JAMBS, AND SILLS OF ALL DOORS, AND LOUVERS. RETURN To INTERIOR FACE OF WALL FRAMING AND TURIN CORNER. INSTALL TO SHED WATER TO THE EXTERIOR 4. INSTALL ALL TRIM WITH PROFILE6 ALIGNED AND WITH NEAT 'HAIRLINE' JOINTS. ALLOW FOR ORDINARY MOVEMENT OF WOOD WITH DETAILS OF INSTALLATION AND SUPPORT (ORDINARY MOVEMENT IS CAUSED BY TEMPERATURE AND HUMIDITY VARIATIONS, RESULTING IN 1114UO11�LIIJ TJ"r/y 1n O�r' EXPANSION AND CONTR4CTION). ANNE `I{J�\J fN'Vu,IU: VJIJ 'I(1 - 5. INSTALL SEALANT WHERE NEEDED TO COMPLETELY WEATHERPROOF THE BUILDING WALLS AND ENCLOSURE. 6. EASE CORNERS OF EXTERIOR TRIM, RAILINGS, ETC. Architecture Programming I. INSTALL EXTERIOR TRIM AND RAILINGS TO SHED WATER AWAY FROM VERTICAL AND OTHER JOINTS AND WITH TIGHT JOINTS TO PROVIDE Planning MAXIMUM DURABILITY. 2 Sachem Road 8. ALL EXTERIOR CARPENTRY MATERIAL IS CLEAR VERTICAL GRAIN REDWOOD, UNLESS SPECIFICALLY SHOWN OTHERWISE. Stony Creek,CT 06405 Tel 203.483.9900 9. ALL EXTERIOR WOOD IS PAINT OR STAIN FINISHED, INCLUDING WOOD SHINGLE ROOFING. Pax 203.483.8780 10. PROVIDE SOLID REDWOOD BLOCKS FOR ATTACHEMNT OF DOLLNSPOUTS AND OTHER EXTERIOR ITEMS. PROVIDE REDWOOD ROSETTES FOR ■email:infooAvpc.com CONNECTIONS OF RAILINGS TO BUILDING WHERE NO POST IS SHOLK PROVIDE REDWOOD TRIM/SURROUND FOR THE INSTALLATION OF DOORBELLS, INTERCOMS AND SIMILAR WALL-MOUNTED DEVICES AT UNEVEN SIDING (SHINGLE SIDING) LOCATIONS, 11. COORDIANTE SIDING TO BE VISUALLY EVENLY COURSED. COORDINATE WITH WINDOW AND DOOR CASINGS TO PUT THESE ON COURSING. ADVISE THE ARCHITECT BEFORE PROCEEDING IF THERE ARE QUESTIONS, B 10' CHIMNEY CAP BATTERED BEACH ® STONE CHIMNEY ^/ j `CEDAR ROOFING \ r SHINGLES PLUMBING VENT } WOVEN C W Z HIPS/RIDGES Q Z 12 7 co 10 12 10 Q O �j \ - ,' LCC OR STAINLE65 En W W - STEEL FLASHING /W/�• LLw EAVE BRACKET----' rFTOWER EAVE Z Z - W/ BRACKET EFHI NLES5 Lu 5ELLLA NG �- A5b E a� 2 CEDAR SHINGLE �� ❑❑ �� J (� SIDING. TYPICAL \ \ O I W a o U Q J �� ❑u �� 5/4 x 4 TRIM. I2 e W FIBERGLASS TRIM Q] L JTRIMENTABLATURE I CEDAR SHINGLE I CEDAR ROOFING SIDING. TYPICAL � SHINGLES CEDAR SHINGLE SIDING. TYPICALOPEN OPEN TYPITUSCAN CAL TRIM COLUMN ENTABLATURE TRIM -- 8 I I B I TRIM I I CEDAR SHAKE11 - _ _-_ ___ -. _-t- _. SIDING. I - ! CEDAR SHINGLE SIDING NG j I � I I 0 Revisions: - BASE TRIM Y -� ENTRANCETOWER ASS DETAIL S -- RETAINING WALL iI_ ! L ; 22 NORTH ELEVATION F SCALE: 1/4"=I'-0' Date: pEu A&C (x•708151 29, 1 9 G.,S�N%I Nby iT,a� Scale: Sheet: To` , A3.1 3 . 4 ■ F OF Mr $ ■ 6 arenrtw IIIS116an�aac AONTSKINGVLOCK Architecture Programming Planning 2 Sachem Road Stony Creek,Cr 06405 Tel 203.483.9900 Fax 203.483.8780 ■email infowakvpc.com B 2 CEDAR ROOFING 12 SHINGLES � � 10 I ❑❑ ❑❑ I F11 ❑❑ DDI z ❑❑ [IF— DDCO FO[I El MJ c U UJ CiQ 5/4 x 4 TRIM- W N Ell] 1li TYPICAL w Z FOE] U0 Ww w ❑❑ DD fn ❑❑ T ■ ac U: w CEDAR ROOFING Cf) W O SHINGLES D Z cr �-- ENTABLATURE TRIM O I w I U D Ua - - - W ! J ■ BABE TRIM ® ! DETAIL IGEDAR SHAKE (SIDING (BASEMENT I 1SIDING ONLY) I E ■Revisions: F Date: FRED A&D OCTOBER 29,1999 �MEY4Re/C� Scale: 1/4o = V-O" Sheet: A3.2 s>.yr/ ao�s�oa oay r`. 6 OF NEN CCf�AItlrtiG/1laBgp'✓10'M 4 ■ 5 ■ 6 Ru _ 40NlES1<1NGY10 Architecture Programming Planning 2 Sachem Road Stony Creek,CT 06405 Tel 203.483.9900 Fax 203.483.8780 ■emaA infoeakvpccom CHIMNEY CAP 10 BATTERED BEACH v`\.. LOUVER STONE CHIMNEY v N / 1{� CEDAR ROOFING B WOVEN SHINGLES HIPS/RIDGES 12 �1 12 0 10 F7 CEDAR SHINGLE -CO SIDING FOLLOWS CRICKET CURVE OF LCC OR STAINLESS EYEBROW AND FAN LIGHT. STEEL FLASHING . 000000 0�0000� i I EAVE TRIM TRIM LGC FLASHING I / � TRIM. T YFIC AL ; 2 z C W / 2 8 U CEDAR SHINGLE - ca SHINGLE ROOOFIINNG SIDING.TYPICAL - R71LAT�IRE SIDING. TYPICAL SHINGLES W W Z - - - - -- 1--- --- - --- - - - - --- Z Q 0 0000�00�00 ■ U. w � w'J Cr_ ?CEDAR 2GEDAR 9/4x4 z Z SHINGLE SHINGLE SHINGLE / WINDOW/DOOR LE 11 SIDING. CASING. 1 of leu SIDING. D OPEN TYPICAL TYPICAL�i TYPICAL �1 ZELI L1 , EUE �D0U -1 0 = 111 0 �� U J I,JLJ I�I - - I WATER TABLE 'EsREA�'IGFAST GAZEBO TRIM I EXPOSED I aEr)RQ0M/LIVING ROOM MASTER BEDROOM/14ALLWAY BEDROOM/FAMILY ROOM FOUNDA710N I WALL. TYPICAL. I I I I I GRADE i I. I -- E SOUTH ELEVATION ■ Revisions: F Date: RED AFSOCTOBS 29,IM \y 1NEVj,? YT , Scale: 1/4' = P_m1' b TE OF NE`N curieartoeu w]IBga9.ou ■ 2 3 M 4 5 ■ 6 A BONERVW Architecture Programming Planning 2 Sachem Road Stony Creek,Cr 06405 Tel 203.483.9900 Fax 203.483.8780 CHIMNEY CAP ■email infoeakvpc.com ATTIC VENTILATION LOUVER BATTERED BEACH STONE CHIMNEY 12 SiRIDGB AVERAGE SAVE 10 WOVEN HIPES 7 LEAD COATED CEDAR ROOFING \ COPPER ROOF 17 SHINGLES EYEBROW Im CEDAR ROOFING _If/ SHINGLES � \ I ` I TOWER EAVE 'P �� ❑❑ ❑❑ TRIM W/ BRACKET I � CEDAR SHINGLE K K I SIDING. TYPICAL. �� ❑❑ ❑❑ FYPON FIBERGLASS TOP RAIL X12,20, '1841 J IJ �� ❑� j BALUSTER IL. I37I r ryPON CW FIBERGLASS TRIM. �" ❑❑ LIENEWEL POST 01222, TYPICAL 12 j POST TOP CAP 01245. U Z ❑� 6� AT Q N. I L_ ._ _ _ _.__.. _. _ ___ _ _ ._. ___ ... ._ . _. ___.,__ __ . I 5/4x6 DECKING Lin /�1` W J Z A J J -_ _ _—_._ ENTABLATURE Q Q O �� ❑❑ FIBERGLAS6 TRIM W �� �❑ �� DEE RED CEDAR SOFFIT ■ w U W FL W La 10= CEDAR SHINGLE SIDING. TYPICAL. Z Z ENTABLATURE 13=W TRIM -- POLYGAST TUSCAN LATTICE FENCE COLUMN ENCLOSURE. ® J w w 47' HIGH ti TYPICAL. CEDAR SHINGLE ///'���''�\may O SIDING Z _ . - _..._ _ __ .. . _ -.. __ _ _ - __ _. _... __ _ _ _ - _ _. BLUE STONE CAPPED U B _ _ - - __. ._ - CONCRETE STEPS D Q • .� _ _ i.,_ _ GRADE m DECK/POfR .-I- - GAZEBO_ AVERAGE GRADE EXPOSED CONCRETE __ -_ _ _ — - _ �ry FOUNDATION WALL - I EXTERIOR �i WATER TABLE FIREPLACE FIBERGLASS TRIM RETAINING WALL �� I BASE TRIM DETAIL CEDAR SHAKE - BIDING (BASEMENT SIDING ONLY.NOT ._ _.__ -.. _ ___I_ L _j STAIR TOWER) -- -- WEST ELEVATION E SCALE: 1/4"-I'-0' W Revisions: F Date: EKED Anc =OM 29,la \TNEY Scale:h�'�, y\N Aga r",A 1/4 _ 1 _m" Sheet: STC#0191S�ND`t A A3.4 2 3 ■ 4 FOF N11 ho � q � 6 ormalnr xexene� ARBOERVLOCK Architecture Programming Planning 2 Sachem Road Stony Creek,Cr 06405 Tel 203.483.9900 Fax 203.483.8780 ■email:infoeakvpc.com GENERAL NOTES: I. SEE DRAWING A31. FOR ADDITIONAL NOTES. 12' LVL RIDGE BEAM LOUVER / LOUVER LOUVER VENTILATION SPACE 2XIm RAFTERS B 12' LVL HIP RAFTERS Alm CHIMNEY 2X8 COLLAR TIES BEACH STONE 50 CHIMNEY All RAFTER VENTING ATTIC SPACE POST BM IN 12' TJI JOISTS VAULTED CEILIWS MATCHES EYEBROW DORMER STAINLESS STEEL FLASHING. TYPICAL BEDROOM MASTER BEDROOM } 0BEDROOM 2x& WALL-- Z 0 S-1/4' LVL HIP C UJ' ,' Q RAFTERS ! , Z / \ 2x6 WALLS a ryf6 v a MASTER BEDROOM � \\ Z UJ N 2X8 J015T 12' TJI J015T"J' Q 2X6 JOIST B. Q CO / INTERIOR SCFFIT w t INT RI R SOFFIT RIS INSULATION ■ LL�J� O LL. u FAMILY ROOM BREAKFAST ~ MNG RO M ININ t--2x6 WALL (n w U GAZEBO Z LU W co 2x41NTE 10 WA - J a GAS : EXTERIOR STAIR U D UW MUM14' TJI JOISTS ", cij,',,,., m I HOUR RATED `I HOUR RATED rl`1� _ I HOUR RATED CEILING CEILIN CEILING ":.-:.'� . FURNACE FLUE - r ELEy MUD ROOM STORAGE FURNACE l; MACH LAUNDRY I HOUR RATED WALL I HOUR RATED WALL x4 INTERIOR WALL 6 CLEAN-OUT GRADE 9 ' I FOOTING DRAIN J - ---i ! FOOTING DRAIN SECTION - ,4 E SCALE: 1/4'z I'-O' ■ Revisions: F Date: OCTOBER 29,09 ED ARO Scale: q H\TNEY �V 1/4° = 1'-0" Sheet: v ZA A3.5 01 n010 110":, ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 FOFNEN� orrtnrrmc smimea nvna ARBON�SKINGV[,OC� Architecture Programming Planning 2 Sachem Road Stony Creek,Cr 06405 Tel 203.483.9900 Fax 203.483.8780 ■ematl infoeakvpe.com 12' LVL RIDGE BEAM Typlcal Construction B LOUVER Typlcal Wall Conetructlon Wood shingle aiding comer flashing underlagment, Ice-wate Shield product Infiltration barrier 2Xi0 RAFTERS y TILAT � 5 ACE Plywood sheathing, 12 Inch thick 12' LVL HIP RAFTERSWood studs, 2 x 6 Insulation, batt-type, 6' nominal thiexne vapor barrier, 6 mil polyethylene 2X8 COLLAR TIES RAFTER VENTING Gypsum wall board, 12' thick µ Palm Z Typical I!Babemart $[d Well Construction ing ATTIC SPACE wood flashing mol y Corner flaehin underla meet, Ice-Ware Shield product Infiltration barrier nch i l Cosheathing, maeonryunits, I x SX 16 Inc* Wood furring,2 x 3 Inches Insulatlon, rigid-type, 1.5 Inches thick Vapor barrier, 6 mll polgathylene 12' TJI JOISTS Gypsum wall board, 12' thick } Pa Int Z �� ❑❑ ❑❑ W EAVE VENTILATION Typlcal Basement Wall below �❑ ❑❑ (SEE EAVE DETAIL) gradeConstruction u and U Q 2x4 INTERIOR WALLS Protection board raulation Waterproofing eyetem Z TH OO SEJ �� ❑❑ ❑❑ B D RM Dampproofngd, l.5lnchthkknase05 1 Concrete foundation wall W LJLJ ❑❑ [I El Sealer Q (n m 2x6 EXTERI R WALLS '^ Q Typical Roof Construction tion V J W i Wood shingle roofln v' ❑❑ — Underlagment, breather Shield I Z 1 Underlaymant, Ice-Water Shield produc alfmant, robin bizecl paper ■ W O Undar 12" TJI JOISTS Plywolod sheathing, 5/6 Inch thick LL F-- insulation, — ❑n Plastic v batt-type, 9 Inches c^ U ❑❑ Plastic vent epacero V J Z LU INTERIOR SOFFITcai ] C0 �� ❑❑ T loo Attic Floor /4 IncComtro Chic Plywood soba-t9 3/4 Inch thick Inaporon, belt-type, 9 inches Vapor barrier, 6 mtl pclyeWylene DEN LIVING RM Gypsum well board, 1/2' thick O Paint —2x6 EXTER101 WALL5 2 4 INTERIOR W LL6 Typlcal Basement Floor Q Finleh (Carpet/pad or Ceramic tile) m Sealer Cancrata slab Vapor barrier, 6 mll polyethylene Insulation, I-12" rigid board (m perime under Beth and Bedroome) Gravel babe coarse (8' min. thickness: �rinflr 14" TJI JOISTS �� UUUU ry I I HOUR RATED ;, . I ;I Typical First Floor 2x4 FURRED WALL CEILING5 . . I Finish(wood) ■ a❑ floor, 3/4' thick I__ _ _ _ __ _ _ _ 14'' TJI Joists 1m' CMU OR GONC Insulation, Batt-type, 12 Inches WALL EL-EY .� ? �-_ _ _ _ _ _L Gypsum board telling, IR Inch thick ❑D BED RM BATH MACH STORAGE I HOUR RATED WAL1-5 Typlcal Second Floor Finleh (wood,ceramic, tile, or carpet/F Plywood aubfioor,3/4 Inch thick 12' TJI Joists insulation, Batt-type, T Inches 1 L _ 0 Gypsum board calling, 12 Inch thick 4" CONCRETE 5µAB__I ❑ E Im' CONC FNDN WALL - TYP FOOTING DRAIN 0 s�crioN - a SCALE: 1/4'.I'—Oa ■Revisions: F Date: Em AROH OCT03M 29,IM "'nq tSNCYq e I c. Scale: 1/4° - 1,-V Sheet: ^ .y. A3.6 AT@ OF NE`N cafalAlfi a6e9elOMAR t ■ 2 ■ 3 0 4 0 5 ■ 6 ORR Architecture Programming Planning 2 Sachem Road Stony Creek,Cr 06405 Tel 203.483.9900 Fax 203.483.8780 ■email Info%kvpc.com •� B \. RIDGE VENTILATION (BEE DETAIL) RAFTER VENTING ■ I I �^ El EAVE ILATION Wo Uz 2x6 WALL 0 --- - - - - -- - - - - z J M ¢ U CO w W N Z DD TOWER ■ cc�C 0D Cf) W Jz CO qr O Q ! _ 00 LU / _- —2x4 FURRED WALL - - tl � 8CIIU OR CONI - - - coNc sLAe - ■ _- _ SECTION G FOOTING DRAIN ■ Revisions: F Date: o CTO �h OBM 29,10 .`yw \q\TNEYFI�3 Scale: 1/4" Y P-Ou Sheet: � f s�' C>k01910�"e�E� U F OF NENy a�nelRiG.Ye0I6/gs,UlaC ■ 1 ■ 2 IN 3 0 4 0 5 ■ 6 00— MERU Architecture Programming Planning 2 Sachem Road Stony Creek,CT 06405 Tel 203.483.9900 Fax 203.483.8780 ■ema0:infoeabpc.com r RAFTER VENTING B EAvE VENTILATION CURVED HEADER PEF414-PORCH RAILINGS SEE SECTIONS. 2X10 DECK FRAMING C WN 0 (0 0 W t w W O �— TUSCAN COLUMN py�� ENCLOSURE 1�1� x6 z � w Bz co LUESTONE CAPPED J a CONG STEPS O 4 U w m \ o ■ 12' THICK FOOTER E ■ Revisions: F Date: Eu nR"` OCTOBEIMScale: 1/14" = A3.8 qTF OF NS`Ny 4 ■ 5 ■ � w unvaaavaa - - - - - - - - - - - AftBONDKAR RAFTER PENT I I Archikeciure z Programming 12 1 112 0E— ROOF FRAMING I Planning 10� RAFTER VENT 10� ^ RAFTER VENT I HURRICANE BATT INSULATION I 2 Sachem R08f1 I ROOF FRAMING I / \ ANCHOR 1 HURRICANE SEE NOTE I ROOF FRAMING 5•$ 1 I Tel 2A413.00 y Qwl�CT D�5 /�^_�� ANCHOR BATT INSULATIGN HURRICANE BATT INSULATION ErEBROW Q - ANCHOR �1 DOUBLE PLATE I Fax l info*akvp `�% .✓j 1 I EAVE DETAIL ■ema2 into .8780 om EAYE DETAIL I HEADER TOWER 1 1 1 _ FLUSH FRAMED EAVE DETAIL— ATTIC FLOOR ATTIC FLOOR FRAMING EAVE DETAIL V I CR-255 __ FRAMING EAYE DETAIL— pCUBLE PLATE I EAVE DETAIL— I SEE NOTE I I DOUBLE PLATE I I B a 0 WINDOW DETAIL I I I I WOOD SHINGLE WOOD SHINGLE— I PORCH RAILING ■ SIDING SIDING _ I AND BALUSTERS 1 SECOND FLOOR I FRAMING SEE NOTE I ^ I" DECKING SECOND FLOOR SLOPE m TJI JOIST BANDING 5.8 12, TJI JOIST 5'8 W/SLEEPER-6 CmI 2X12 JOIST BANDING ENTABLATUREI I ^a WINDOWS DETAIL 1 1 2X10 PT ICK FRAMING >• ENTABLATURE DETAIL COR410E - A Z CR-248 -- WALL SECTION DECK FRAMING 1 CORNICE - A C UJ V 0 PLYWOOD SOFFIT WINDOW DETAIL DETAIL Z A3.9 B SOFFIT PLYWOOD SOFFIT Q CIOZ - - — - - — - - z J Z W W Q w U Ir W FRAMED LANDING ca W 0 WOOD SHINGLE C PLYWOOD SHEATHING ■ W (0 J J n IL c LLI e III z Z J 4x6 PT POST 1 J W U 2X8 JOIST W/OOLUMN ENCLOSURE J Q li Y 2x NAILER I I O = r - - - - - - - - - - - - - V a 9 1/4' LVL BM D 2X4 FURRING II.I 2X6 WALL CGN6TRIJGTION 5'-I'*/- (COORDINATE W/STAIR) m SEE NOTE I FIRST FLOOR FRAMING 8' LINTEL 1 HURRICANE SEE NOTE ANCHOR (4)d141 TJI JOIST BANDING ' FIRST FLOOR FRAMING 14' TJI JOIST DEWATERTABLE TERTABLE I DETAIL I FOR S THIOKNE D DE1 CR-130 I WATERTABLE DETAIL— FOR BETTING BEP— 99 2Xb PT SILL W/ INSUL e ■ 2X4 FURRING FOUNDATION•FRAMING ANCHOR BOLTS 3D GEOFABRIC Ip .- 10' FOUNDATION WALLI 'I < ° III n _I______________ IY' 6 2' RIGID INSULATION •^ °Ii a E ' < FPT WOOD FURRING _______ i ° (OR CONSIDER 6TUDS) -- I WATER-ROOFING ^ TYPICAL - ALTERNATE I < SYSTEM AND COATING I .• 'I 1 10' CMU OR CONC WALL 8' CMU OR CONC WALL •I 2X4 FURRING 2X4 FURRING 1 2 ° T CARPET BASE CARPET I 2 nI� 4' CONCRETE SLAB DETAIL I •• ° ■Revistlons: 4 X 4 WIRE MESH BASE DETAIL-- e VAPOR BARRIER �— ,L • _ 00g8\ COMPACTED GRAVEL a EAST/WEST WALLS ✓ BASEMENT WINDOWS o TOWER ; tv DECK/TERRACE IE DETAILED WALL SECTION - TYf' y/^s ` y/ 3F WALL SECTION F Date: DA SE�T / O=EB729,09 Ir WALL SECTION a ,r qT Scale: 5E WALL SECTION112" -T Sheet, -0' T,gTO#079hEp�0 A3.9 V 6 OF NEN ■ 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 CORNICE B CORNICE B ❑❑ ❑❑ 2GWB� ❑❑ ❑❑� • GWB ] OPEN / \ \ / \\ l• ZMIRROR _ OPEN \\ OPEN 0/0 SHOWER J DOOR AMONE MG NY i — Architectu BASEBOARD B pr; mm g E p {� 3 J� BASEBOARD B CORNICE B B 76'1 T1"'t 3 2 Sachem Road Stony Creek,Cr 06405 GARNIGE B Tel 203.4839900 Pax 203.483.8780 ZGwB ■email:into0akvpccom \\ /// / / \\\ ❑❑ ❑❑ ❑❑ ❑❑ 2GUJB� 2GWB� / CT CT CT \/\ \/ \ / \\/ ❑❑ ❑❑ / i 01-EN2MIRROOPEN V —BASEBOARD B B BASEBOB B p RM 4ARD O.H. 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ID ❑❑ ❑❑ RLG ❑❑ ❑❑ 0 0 11E 0 10 ❑❑ [1-1 ''T m 0/0 R4G �I'i LIE- Ll 0 ❑❑ 0 ! 0 ❑❑ LLD TREAD 0 .- IU –1 – PININCz H4LL GWB - -- In ..i CORNICE A ■ WD STRINGER _ .. _ .__ _ - RLG ZGLI \ ryryry 2GW'8 CORNICE A il IN GWB - - - - - HALL IIII���IIIRLGI r- - OPEN III IILIII j� BASEBOARD A E GWB 11 - - - ._ OPEN DTREAD la i - / \ CORNICE A / \ STEPPED -. . / \ \ HALL L1 2GWB� WINDOW ER ER T / \ I w GwB7 ■Revisions: 6 1 BASEBOARD A ELEV NOOK BASEBOARD A WINDER STAIR ENTRANCE NEWEL STr4UR TOWER ENTRANCE V( ELU B,4CK TO N,4LLS WINDER F Date: ED ARO CtCTOBEA 29,JIM �G a 1TNEYgRy/ji'' e �� so,';ioo�` Scale: lla•=r-a• 1I Sheet: T� #O E1e10a'O4°{ OF NE`iI A4.1N 1 ■ 2 ■ 3 IN 4 ■ 5 ■ 6 - - camwrrc wor®aavncx I CORNICE A ARCHITRA CORNICE A CORNICE G TYPICAL ° ° GWB� C\�Oa (MARINE) -A _v.._, , ° ° PILASTER. �� ° IJ� ILTYPICAL OPEN OPEN OPEN \ Architecture �'� \\ Programming �i Planning BASEBOARD A ®®® 4WINDOW SEAT // 2�c�m Road u J _ CI� // Stony Creek,CT 06405 / — Tel 203.483.9900 Pax 203.483.8780 L I V I NC; ROOM BASEBOARD A ■emaik infosakvi cam CORNICE A 5REAGFAST CORNICE A CORNICE A i awe FAMILY LIGHTING GS 3 SIDED PILASTER �� SOFFIT PANELS (APPLIANCES/ ° ° ° SHELVING BEHIND) FIELD TONE ° ((KITCHEN TRIM AT TOP WOOD SERVING / r REPL SCE OPEN OPEN BEYOND) OPEN TO LEDGE / B KITCHEN TELEVI6iON VES OPERAS EL ENTER CABINET FRONTS \ �6' STE \ / \ / \ / STEP \\ /—BASEBOARD A FAMILYROOM BASEBOARD RAISED HEARTH RECESSED VERTICAL FASCIA ■ STENCIL SURFACE LIGHTING SOFFIT GWB (OPEN TO (OPEN TO O O O OHO a KrITC-4EN AND = GLL8 (OPEN TO '� (OPEN TO PANTRY HAVE HALL/ 'L HALL/ GLUE, ° ° DINING) GWB DINING) DROPPED SOFFIT W C STAIR STAIRLU TOWER) ti TOWER) z HALL U Z OPEN OPEN OPEN / %d OPEN B OPEN L / \ CURVED COUNTER =1 z g CD 0 0 0 e w i, o ❑ BAR CENTER PANEL _ BAR W BASEBOARD 1 ��1 1 D I N T NCS WINE REFRIGERATOR ■ ■ N • FL J Lim ��„ w BASEBOARD (DRAWS TYPE) HALL HALL PINING/HALL 5AR CC PILAfiTER TYPICAL (DRAWER TYPE) PILASTER TYPICAL SIDE ELEVATION ;f = O z z a: J Q Z OwCORNICEA CORNICE A 2Gaa ZGWH m _ BOFFIT'L � fiOFFITZ SHELVES CLOCL-0. REP 2GLL6 CLO. BASEBOARD A BASEBOARD A \ / I DEN PANTRY PAINTED TRIM CORNICE A SHEETROCK SOFFIT —CORNICE A SOFFIT CORNICE A CORNICE A E SOFFIT GLASS FACE GF CABINETS PILASTER LIGHTING IN SOFFIT BEYOND PILASTER OPEN _ OPEN I -MIRRORZ TO !l ;c �I _, TO IC 1\ APPLIANCE OPEN TO \\ 9 PANTRY �! !! j PANTRY �D GARAGE W/ FAMILY ROOM = ii UNDERGABINCT OUTLET TOP OF \ IS-A LIGHTING (BOTH SERVING LEDGE � 61DE5) \ DESK ■ Revisions: STEP i,.:�!1 t.___JJ OVEN / ❑ / ❑ CA INE O // REFRIGERATOR KICKPLATE KITCHEN FRONT) POUNDER FRONT) PULL OUT TRASH ELEVATION AT ISLAND FACING SOUTH F Date: RED AROs OCTOBER 29,1989 \5t v,\TNEY'gT','ryT's,_ o;:na Scale: 1/X .To Sheet: JI A` sTTo#otstc°y°� A4.2 EOF N8N ■ 1 ■ 2 0 3 ■ 4 ■ 5 ■ 6 carmmrw N.ol®nlov i %w STAIR TOWER / \ / \ \ STAIR \\ 7r/ \ \ OPEN TOWER / GWBGWB\ \\ \ TOWER /STAIR / // / \ BOOKS RAILING BOOKS / \ / \\ ,/ ,'' \\ \\ \\ ARBON�SK�IG�LOC� \ , \\ \ HALL ELEv. — - i Architecture —wooD woon Programming CEILING CEUNG WOOD WOOD Peng -- - CASING P CEILING CEILING 2Sachem Road Q a Stony Creek,Cr 08405 Tel 203.483.9900 GwB7 Fax 203.483.8780 inf yak DDDD� D �ODDDDOD _ .emit o vpc.com --------------------- CORNICE ADD I\ ZLGU$ 0 lv1 �GWB7 I OPEN CAB �GWB� O �DD OPEN � BASEBOARD A \\ \\ // // B BOARD A 1 -IASTEfR ENTF ,ANOE - WOOD CEILING / WOOD L LGUS A CEILING � GWB GWB 7 v A D � ■ r�� xzz8k OPEN + GWB MIRROR CT CT CT OPEN LG�7 B4lELF GWB / / SHOWER MIRROR? � \ � a� `�S � / / DD SPLASH AW \ HANGING MIRROR �' IxED \ \ RRO 7D Z cn A \\ B C / W�Wl \d — v U Z 1 1,43 I EfR 54T14 IASTEFR SHOWER �IASTEFR DRE MIRROR -BHELYING w � O CABINET Q Q D CORNICE B w[� W_DD DD M W Gll5GWB. \ OPENv OPEN CASING B 7 \ jODD z Z BASEBOARD B // \\ 1 o OU a W _ m OPENGWgA IDD D� LMIRROR7 SHELVES �GWB� SHELF Sw DO /\ // SHELVING NOT IN CONTRACT. aD ROD GWB GUOL `G� / \ ■ � T�1�OOf"1 s 1 UJ,4L< - IN - 1 ) FRE 551NG 1 5TOSAGE E DD DD DD DD / OPEN OPEN `GWBGWB �GWB� ■ ReWelons: \ OPEN GWS-\ SOFFIT / \ / \ / \ \\ �/ / \ 7 ° \ IRONING t i LINEN / ° BOARD —� \ / \ / \ \ / SH R \ 0 SHELVING NOT IN \ t ' -� / F \D R� DD DD _ GWB aD s t , Ta CONTRACT. ti / Date: DRIER WASHER / OMDER / 4D \ / ✓ 4 ,INEY cit/)jg�1,. Scale: �GWB F£D qR�� 2�� I ' DDD `\ Am T-0' 14 Sheet: BATHROOM 2 LUAL< - IN = PRESSING 2 LAUNDF�'� qTF OF N£`N ■ 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 arnxnwa ncnBgpvm I It i 12' QUARTER ROUND 12' QUARTER ROUND 9k/4'BIRCH PLYWOOD ID'QUARTER ROUND 3/4' BIRCH PLYWOOD / '' // IX MANTEL A/00 21/4' AA8023 SONRY IB' Tre'HALF ROUND j 1 12' p A / II OUT JOINT - TYP GWB FIizEPLACE SGNEYULE I/41IAB609 2X 1X4 V4, ASSOILOCATION FIRE BOk SIZE iERRAGOTA(FLUE TILE SIZE MINIMUM HEARTH1 r�nOAiR1(1 rI�/'I �(�('If,MA80NRT WIDTH HEIGHT DEPTH Nit(6tJn Ifu11iiH,J�\J `n`u U i1JMy1%`AIXIX4 I CIX SOFFIT LIVING ROOM 48' 32' 13x13 18' * /1TCtkItCCtUIC ----�— IX SOFFIT 5EADo FRONT 1 3/4' "FFF • ENDS ONLYABmP3 ONLT FAMILY ROOM %' 28-30' 0-1/2x 13 18' * Programming STONE VENEER BEACH STONEPunning B X .1/4 EXTERIOR 39' 38' 8-I2 X 13 IS, * A.1/4' Gm 2$achCm Road SECTION - A SECTION - B 2 12' PLYWOOD SECTION - D C•ENERALNO-TES stony creek,Cr 06405 I.COMPLY WITH ALL BUILDING CODE REQUIREMENTS. Tel 203.483.9900 2.COORDINATE WITH AND PROVIDE FLUES)FOR DOMESTIC HOT Fax 203.483.8780 SECT I ON - GWATER HEATER AND HEATING SYSTEM (FURNACE OR BOILER) 3. '%MINIMUM DIMENSION SEE PLAN FOR ACTUAL DIMENSION. ■en4ltk mfotakvpccom L - _ J XIx 9 CROWN BELOW GROWN BELOW B PLAN AT MANTEL PLAN AT MANTEL CORNICE A CORNICE A CORNICE A CORNICE A ■ LINTEL SET IN FIELD ca Z _ _ _ _ _ O C LIGHTING IN APPLIED TRIM, PAINTED. LIGHTING IN F— IF — SOFFIT. SOFFIT. LINTEL 4. 2GW6� GWB� M X12" TIMBER 0 C w SHEETROCK, PAINTED. GWB MANTLE Uj 4� H 2- (.) / ` Z W DARK CHERRY R WOOD v 8' I'-0' MANTLE.NATURAL FINISH. J D �q LINTEL 'v W N Z WOOD MANTEL WOOD MANTEL = co O: � A "Ir 1 w = o 61 E BEACH STONE FACED rn FIREPLACE BEACH STONE ■ �" � IX V N FIREPLAG �� m 1' TVP. ? (n B FIREPLACE OPENING BASEBOARD A - F'ENIN<a m BASEBOARD A 6 k30' 48'X32' L I I W Z O = FIREPLACE PAINTED WITI-6' APPLIED Al D Ua v BUILT-UP TRIM AND OTHER DESIGN HEARTH TO BE LEVEL TO RAISED GRANITE HEARTH m J ELEMENTS. FINISHED FLOOR HONED FINISH p Ir FRONT ELEVATION SIDE ELEVATION FRONT ELEVATION SI_PE ELEVATION FRONT ELEVATION AT GAZEBO SIDE ELEVATION U- CORNICE A ■ STONET' LINTEL HEARTH 3'-4' I'-0" C SrM APPLIED TRIM, PAINTED. h .9 SHEETROGK, PAINTED. 1'-4" 10' 3'-0' 10' I'-4' .p BUILT-IN SHELNNG S MINIMUM AIR SPACE UPPER CABINET E CLEARANCE ADJUSTABLE SHELVING OR 1'_10• j BY CODE RECESSED FOR TELEVISION. ASH DUMP/AIR INTAKE i / WOOD FRAME DARK CHERRY WOOD PARTITION 7 MANTLE.NATURAL FINISH. v ---� 1'-0' I'-0' RECTANGULAR FIRE BRICK LINER 1'-10' FLUE. 2' MIN. AIR SPADE COORDINATE WITH BOILER i MANUFACTURER / = BEACH STONE FACED ■ Revisions: FIREPLACE WALL CONSTRUCTION C = pi UFF-1-Y BEACH STONE 2' ASH DUMP/AIR RAISED HEARTH BASEBOARD A m INTAKE m FLUSH HEARTH —AlO •m F Data: 4 PLAN HRAISED ONED FINITE HEARTH \ RO ()CTOBBB Z9, . NE PLAN Seale: LOWER CABINET WOOD �' UZ' •P-0� STORAGE " , I Sheet: FIREPLACE AT FAMILY ROOM - FIREPLACE AT LIVING ROOM SCALE: 1/2'•r-O' sT�2 ao,e oaf 1 SCALE: In •r-m FRONT ELEVATION OF BREAKFAST 9FOF NE�� � ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ' I I STONE CA. ARBON>ES KING VINK Architecture 1 RA 4 QALY.STEL ROD Progmmmin�g "`•Y"'ElBTGNE BIFPGRT Planning 2 Sachem Road r Stony Creek,CT 06405 F —'eTel 203.4833900 \ Fax 203.483.8780 m ®�' j• m' ■email•infoeakvpc.com LCC FLASHING. LOC FLASHMG PLAN ELEVATION CHIMNEY CAP DETAIL ` CC DHEET METAL CRICKET. SCALE: 3/5'-P-0" LOC 5WEE7 METAL CR CKET. - B ' ATTIC FLOOR \ - \� FIRE bTOP FIRE STOP \ ` ■ EXfERICR WALL \ LCC FLASHINa. IN \ \ \\ \\\ MIN,Z'CLEARANCE TO MEET \\ \ CODE \\ \ SECOND FLOOR SECOND FLOOR \ ` C \ R'Til IT'Til U Z Imo' `J_ Cn FIRE STOP® RIED AT EACH FLOOR AND CEILINKE G V, PISTOP E0 AT (/teW l \ SARI FLOORR AND ANO CEILMG \ fes. ZX WIALL O MRL 2'cLpARAIICE TO MEET CO W W COPE W = IA CO \' allSTEEL ANGLE 4MTEL. ■ LL W TERRAGOTA PLWE TILE TERRACOTA FLOE TILE ■//■/�� / \ \ LIVING ROOM FAMILY ,_ROOM \ < \ I f °.mota! CHAMBER WOOD MANTEL WbOD MANTEL GAzeeo \ / DAMPER DAMPER QA— MILT M GAHINETS J W BEAON STONE J Q O =li 5 REBAR DOWELS. U STEEL ANGLE LMTEL \ AND INTO BLOCK AND ND IIP :a. S AND INTO BAND 42' DOM C"C INTO DLOGK OR STEEL MLLE LINTEL - CONCRETE. C Q � � I W P,RE BRIM M I FIRE BRICK B FIRST FLOOR FIRST FLOOR 14.Til GRANITE STONE HEARtH GRANITE STONE RAISED • I :' • 5 REOAR.IS'04.TCP AMJ BOTCTI .• .P C .. HEARTH 1 . t•. . , '. t.,' � s" ' •I• HSE EIID•PC. E REINFORCED CONCRETE 5 IEBAR o B'OL TOP ADD 00TOM 4 1 . HEARTH-TYP. I ' ' , : • , 90D1E!-M .G' OG TOP MUG ■ Y , ASH OLPIPJ MR INTAKE ABH DISTP/AIR INTAKE .y -F . ' I RIRIALE RCLT•I M REBAR.n' OG TOP AIDMOTTOM - • 'I CONCRETE PIER CONCRETE PIER - �• •I I ^ I - •' :I , BUILT IN CABINETS J. •I p•4 •• j� ` • I ' DOOR cLEANWT DOOR CLEANOUT ,ll Y', ' I. L .' "•I •, I^ , '` '. e ^• ft.,.�. .� .•.. MIEBAR• B'O.0.• M REBAR.�6.Oc.• FERIMETER OF OCNCRETE PERIMETER OF CONCRETE • . 1 _ 9 ^ " E%TENDED MTo HE� PERH FgRID .FALL HEIGHT n •I . �^ ' < f .. I; _ I•. .•.� BLAB E . EXTENDED INTO LEA2TH BLAB . CONCRETE SLAB CONCRETE SLAG I. ■ Revisions: SECTION OF FIREPLACE AT LIVING ROOM SECTION OF FIREPLACE Al FAMILY ROOM SCALE: 3/B"=I'-0" SCALE: 3/8'=P-0" I F � Date: OCTOBER 29,1498 ED ARD Scale: Sheet: A5.2 rF�'otn\o yoq;. anE011ns xen®laavbac ■ 1 ■ 2 ■ 6 3 ■ 4 ■ 5 ■ I — — —— —— — - - - - ---\ - - - - -- - - - - - WINDOW / `\ \ \\ 1L4LOmom SEAT ! \ Amlittecture \ WIND WINDOW\ I ! \\ WINDOW \\ \\ \\ � `� Planning SEAT Road Stony Cmek,Cr 06405 HANDRAIL Tel 203.483.9900 � � I Fax 203.463.8780 /r ■email:infoaakvpc.com ROa z WINDOW /AIR - - - SEAT I6 RISERS i \ 9 WINDER TREADS _ - -_ _ -- - - y_0§. 1 6 STRAIGHT TREAD5 - - - - - -- I 1 I II— _ — _ — _ - - I 1 1 CURVED VOLUT I END ON TOP OF - - - - - - - - -'- - - - - - NEWEL POST I I 8 9 I _ II —— — — - - - - - - - - -- � � - - - - -- , r 3'-5 ROS m ti r _— _ _ - - - - -I HANDRAIL/ I I B GUARDRAIL. I— TYPICAL 3 -S m 3' S' I I _ —_ _ _ - - I - - - - - - - o a - - - - - - - qui I I LINE OF STAIR - -- ABOVE I -- - - - - - 1 I m 0 _ - - - - - - ■ DN NDRAIL `— CURVED I — _— — — — — - - L- - - + L - - - - - UP LIL - - - - - - - -- - - - - - L _ - - -- - ON -- - - - -- - - - - - - -- -- 4.2: - - - - 4'-2 5'-I0' } Z c W I Zg W � z BASEMENT PARTIAL PLAN AT STAIRS FIRST FLOOR PARTIAL PLAN AT STAIRS SECOND FLOOR PARTIAL PLAN AT STAIRS [f� w E SCALE: I/2'=1'-0" SCALE: 1/2"=1'-0" SCALE: I/2"=1'-O' w 00 J ■ � if w CO W W ~ JQ cf) ONOTE5: D Q I. 5EE DRAWING ASA FOR TYPICAL W STAIR ELEVATIONS m 2. SEE 5CTION 06 -WOOD STAIRS WALL STRINGER O AND RAILING& �-H 3.COORDINATE WITH WOOD STAIR WIDTH \ BEYOND .9 al FLOORING WCR<i SEE SECTION ! zz'-p 09660 I ' NOSING (COPE) G 0 4. AT WINDER TREADS, CODE O 'a ate. REOUIRE5 MINIMUM OF 9 INCHES OF j TREAD DI lON €u TREAD WIDTH AT A DISTANCE O= Ib' FROM THE CONVERGING ENDS p (PARA 7I3.0 5. WINDER TREADS SHALL BE ■ IINIFOIZ'tEXPOSE IN EIDTAL.L. (PARA lI IS \ p 6. EXPOSED WALL STRINGER IS � IX EXPOSED NOT SHOWN IN PLANS STRINGERa 1.PROVIDE RAILINGS AT WINDOWS MITERED ENDINSPECTOR.IF REQUIRED BY BnILDING i STRINGERS SKIRT TRIM - \ IS' OC MAX COVE PROFILE MITERED END E SECTION - A I A I i EXPOSED STRINGR ELEVATION RISER/TREAD DETAIL ■Rev cions: E SCALE: I I F I Date: OCTOBER 29,IM g0D AR�Hi Scale: Sheet: A5.3 i TF OF NEIN CCfAelff MeaOOIOROCR ■ 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 I Jr , a I� Ira til�iflN ai1Fr'I,�:1 t' I v rr , I �lih,l II I n161 ',1 illl . 1, I , C pv f!'• I y �, II I IIII "I T I - — - F � °6p ..�„ k a !., uI i lu IT I �� - 1 If � t•{' TRi 1 Ii ■ III , 4 11 I'27 I, 1 { l ,;FI IS I I l�rlr J 1 � \ _ 1 , I�+ S:✓ lull r ii L1 ri Illil�. 11 L — a , gg '�� i.. : i felIII =�� �� � ��II.��? ��.�� �;�1 �����.: - — II "!:Li y :,la". 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I - I�, .I r„ ,tn .>., gid:,: �r 1 , r1 „1..1 .I ; e , R — I,nI ♦ d 0 ♦ ♦ ♦ • . 1. ���tz A5.4 ANNE OGAD Architecture Programming Plam i g 2 Sachem Road Stony Creek CT 06405 Tel 203.483.9900 ATTIC S F A G E Fax 203.483.8780 ■email:infosakvpccom i I i I ouR �II w s PRE fR TING j II fgQK uj HALL U GLO LiVATiO 4 i H, T I ! 9 T a 10-3/4° 8'-I" I yo ^m cpj I Z U) C UJ Z 72€E � � �( LU I HOUR W W cr) `Q FIRE RATING Q CO (31= n it O u� W Couj Co-N I W Z FOWIDE � ELEVATOR CAB - TYP J W J S T a 10-3/4' 8'-1' L/ J a W HALL 0 a U m r V- Qi C1 AC 4 — = I N ■ I STAIR TREADS Q to U F i STEPPED WINDOW SEATS / E (I8" MAX vERTICAL EACH STEP) r I OufR F 10 GONG OR CMU T a 10 3/4" = SI_41 �� 1�_gl �l 4 2 (k �� � �� FIRE RATING-c STR IGHT STAIR Q i ■ Revisions: IT 3'-8" TREAD JL JL 2'-01 " SEE ELEVATOR MFG RECOMENI)ATION6 2 5'-I" SUMP WINDER STAIR F Data: p ARCy� 0'T0BEFI 29,1M T < NEYgRe Fn Scale: ' a 4 FT 1/2' -f-0' OSheet: j i � STAIRWELL SECTION ELEVATOR SHAFT SECTION s <ioiote °ayp�t A5.5 SCALE: 1/2'=1'-0' SCALE: 1/2'-1'-0' .._ arrnnlvuac ■ 1 ■ 2 ■ 3 IN 4 ■ 5 ■ 6 a HURRICAN CLIP HEADER SOFFIT T/b D W ABACUS(SQUARE) ABACUS (SQUARE) ARBONIES Il1NG WL(�>< i w - ECHINUS (ROUND) ECHINUS (ROUND) HALF-ROUND •BASE Architecture 4 -- NECKING(ROUND) NECKING(ROUND) SHOE • BASE Programming ASTRAGAL (ROUND) ASTRAGAL (ROUND) FIBERBOARD Planning A45 404-1 MODIFIED 2 Sachem Road 5/b p 1nB D n• Stony Creek,CT 08405 T Tel 203.483.9900 BLOCKIN33 Fax 203.483.8780 AIB 404-]MODIFIED ■email info•akvpc.mn STRUCTURAL PIER WOOD POST FIBERBOARD SEE STRUCTURAL DRAWINGS SEE STRIUCTUP.4. DRAWINGS 1x FOR ADDITIONAL INFORMATION FOR ADDITIONAL INFORMATION. OWARTER ROUND GW ~ I POLY CAST TUSCAN vIF 1 y�N COLUMN SHAFT. � I I ENLARGED PILASTER PLAN A Q SCALE: 1-1/2'=I'-0" B I I sl! I I I SIDE F a;Nr PILASTER ELEVATION A SCALE: II DIMENSIONS NOT SHOWN ■ SUBJECT TO ARCHITECT'S IACCEPTANCE II IIr� QUARTER ROUND I=b w FIBERBOARD C LJ O Co F BLOGKIW U Z J DIA TE (D) HALF-ROUND •BASE Q Q F SHOE •BASE n Lu Ae8'204,W/3/4'BEAD VJ w vERrI a�� R w I= 'a C0 UJ R - /SD I 1 1 1 POLY CAST COLUMN ■ ■ • • 0) CO FLUSH W/PLINTH I GINBASE. CE LL J NRE (ROUND) N co 7 W TOWS (ROUND) a D `_ Z Z CONCRETE BASE PLINTH (SQUARE) J ; L m Fi ENLARGED PILASTER PLAN B � O Q OU SCALE: I-I/2'=I'-0' w m CLASSICAL TUSCAN COLUMN W1 ENTASTS TYPICAL COLUMN SECTION SIDE FRONT SIDE SCALE: N.T.S. SCALE: N.T.S. PILASTER ELEVATION B SCALE: 1/2"=V-0' ■ POLYCAST TUSCAN COLUMN ENCLOSURE - / - POLYCAST COLUMN / BASE FACE OF WALL — GWB QUARTER ROUND kb ' woDD cAP �v E FIBERBOARD WOQD 1-06T SEE 2x BLOCKING BLOOCING STRUCTURAL. MOLDING AB 508 MITERED AND +I RETURN TO WALLS AT ENDS / `r HALF-ROUND • BASE — /(---SHOE • BASE 2x BLOCKING AUB 404,W/3/4' BEAD CASING AB 601 elm oA EVER v TYPICAL COLUMN DETAIL ■ Revieitans: SCALE: N7.6. �L 14' 2.A ± 4 AZ'±� 4 ENLARGED PILASTER PLAN C ARCHITRAVE DETAIL SCALE: 1-1/2'=r-0' F SCALE: HALF SIZE - Date: D ARCy/r 0 CBB�29,la NEYAgeO�mO� Scale: U2' =T-W a m Sheet: FRONT SIDE PIL,45TEIR ELEVATI #0191 A5.6 y0 SCALE: 1/2"=1'-0' e or N�sl 1 ■ 2 ■ 3 ■ 4 ■ / 5 ■ 6 oonwartw xnnwa 11! POPLAR POPLAR 1/4' GAP 12" OVERLAP FOR PAINT FINISH — FOR PAINT FINISH BEADED BD WOOD CASING WOOD CASING CASING NOTES: AIB "601 GWB 14450601 5/4X4 ~- Gm I. USE BR08CO "6112 CORNICE NOTE5: CASING "A° AT UILITYNPACE INTER- ORS CASING "A" 2 12' TORS AND AS NOTED ANNE KNG I l BRO5C0 5013 I. EASE ALL EXPOSED PINE OR POPLAR (W/O BACKBAND). PINE OR POPLAR BLOCKING SQUARE EDGES. FOR PAINT FINISH FOR PAINT FINISH ArchitectW PI'OPI'ammi 16' OC MAX AIB 5 ``'03 2. BACKPRIME ALL WD. n WOOD CASING WOOD CASING Plannj -`„ 3. PROVIDE MOVEMENT BROSCO *'8112 BROSCO ^8112 BROSCO 1613 CONTROL. 2 Sachem Road WOOD TRIM TRIM 4. BROSCO CROWN IS BROSGO "8098 ROSCO 18098 Stony Creek,CT 06405 BACKBANDTel 203.4839900 GUS 11/16'X45/8". G451NG IIB° CASING IMI Fax 203.483.8780 5/4X6 5. WOOD IS ALL PINE OR emit mfO0akVf1C.COm POPLAR. PINE OR POPLAR PINE OR POPLAR ■ WOOD BOARD SOFFIT }— FOR PAINT FINISH 31/2, FOR PAINT FINISH I lx gl CORNICE "A" 1000D CEILING m EDGE REMOVED x WOOD CASING g2 CORNICE *IMI mD CASING EDGE REMOVED - G V m --- AFTER CUT TO FIT `� m __ AFTER GUT TO FIT m 1'-0' I 1" �3/8 I3/4. CURVE I' 3/8 '� CURVE WOOD TRIM WOOD TRIM CASING "C" ALTERNATE CASING "CI' ALTERNATE B PINE OR POPLAR PINE OR POPLAR I/4' GAP 12' OVERLAP FOR PAINT FINISH FOR PAINT FINISH BEADED BD S14X VARIES OR =6OR 5/4XBERGLASS RIM VARIE FIBERS(-ASS TRIM 5/4X4 5/4X4 EASED EASED 212' 21/2' CASING "D " (EXTERIOR) CASING IIDII (EXTERIOR) ■ BLOCKING 6 BLOCKING a 16' OC MAX AIB 503 16' OC MAX A40 503 3-12" U.ON. C -v 61 �RApIUS VARIES MLD-MD3 MOLDING "A e "B'I IID 11 } 5/4X6 RICH Z WOOD BOARD SOFFIT 5/4X6 1,41E 181E x C IW O PLYWOOD SOFFIT l•� U Z Ci CORNICE "14e C2 CORNICE "G" (MARINE) ZI co W B)HALF J MATCHES 15ULLNOSING W Q 3' FACE 77 ELEVATIONS MITER Lu N 1/4' BEAD 3/5° = 1'-m° ■ = U. H BEVEL5 12/12 �_ C4 INTERIOR DOOR CASINGS C5 INTERIOR WINDOW CASINGS � uj EO HALF HALF J W CENTER BEAD J Q Z HEADER GENERAL BASEBOARD NOTES: FOR USE 9 WAINSCOT,WALL PANELING AND CEILINGS. I SPECIES MAY VARY BY USE AND ROOM D Q CASING 'B" 1. BASEBOARD "C" FOR UTILITY SPACES (INTERIOR OF CLOSETS, / GLASS p2 BEADED BOARD LAUNDRY, ETC_) W m / SIM TO DOOR FRAME - FULL WOOD TRIM / A51204-XX / I/4' SAFETY GLASS / 12' QUARTER-ROUND OUTLET 6/8 DOOR A50 023 - WOOD TRIM \\ RANSOM FRAME PINE AB"204-I ■ \ - AIB TO COORDINATE \ 6/8 DOOR FRAME W/ BB WAINSCOTE OUTLET i6 WOOD TRIM \\ w THICKNESS WOOD RIM BR05CO" 6112 \ 4 A01026 TOP OF FINISH FLOOR TOP OF FINISH FLOOR TOP OF FINISH FLOOR \ - > \ GWB TOP OF SUB FLOOR TOP OF SUB FLOOR TOP OF 5U6 FLOOR BEADED BOARD ELEVATION NEAD/TRANSOM m m m WAINSCOTE (PANELING) 1/2° = I'-m" a HEDROOM DOORS OA E4 BASEBOARD "A" E5 BASEBRD "BII F4 BASEBOARD "G" e _ 3" = I1_011 �I INTERIOR DOOR TRANSOMS E2 WAINSCOT 3' : 1'-m' - HALF 6' T MATCH FLOORING ABOARDS TIG.VERIFY HVAC RUNNING END JOINT DETAIL 24' VIF NOTES: GRILLE R AND LAYOUT WITH ARCHITECT COORDINATE WITH STAIRS 19'MAX YHRTICAL I. INSTALL 2'0 — 1-5/8' HALF ROUND / FROM TREADS ■Revisions: SCREENED MIDGET / 3/4'PLYWOOD VENTS BELOW DECK FRAMING - WOOD TRIM(A6.204-XX) ABOVE 61RPORT fBASEeOARD-A) / MATCH STAIR BLOCKING TREAD NOSING FRAMING GWB " I6'OC MAX CC OUTLET lx4 ��- BIRCH VENEER 2. FINISH BOARD CEILINGS 6UFpORT FIBERBOARD BEFORE INSTALLATION8�60,CX WOOD TRIM / A13 026 ---WOOD FLOORING STAIR TREADS BEADED BOARD PLYWOOD SUBFLOOR / 2x2 -- F D ARCy/ Dofe: SECTION TNEYgR >� OCTOBER 29,Mg EXTERIOR (GAZEBO) INTERIOR (BREAKFAST) '7/7 % a �= e°OZ�_ s�ale:ASNOTED Sheet: NI LIVING ROOM WINDOW SEAT SECTION A5 7 WOOD CEILINGS 1-1/2" = 1'-m" -7TE OF NES e NT5 mmlu1Etll,uedalxlw.aac 12 10 / 12 / INFILTRATION BARRIER 000 51-1INGLE RAFTER VENT POOPING. i0 � T(P SHINGLE SIDING T�n/ ��1InP11II;;,,��\• Ih�TI ,AT WOOD SHINGLE ' RATTER VENT 1 LL4UO11 WA/KING V9K ROOFING. % :DX PLYWOOD BATT INSULATION RUBBERIZED BITUMEN ROOF TRUBfiESMEN MAT / Architecture MDERLNVERL IZED- BITUMEN UNDERLATMENi COX PLYWOOD ATMENT. Programming COX PLTUIOOD X BLOCKING AS REQUIRED UNDERLAYMENT. BATT INSULATION DECKING RUBBERIZED- BITUMEN / Planning 2x10 ROOF TRUSSES \ ;ONT.zx P1RESTOOP 20- c MAX \ / / 2 Sachem Road .CC FLASHING CONT 2X yY PLYWOOD SHEATHING Stony Creek CTel 0 06405 (OP OF / CEILING JOIST Fax 03.4&3.87 0 TOP LCC FLASHING suBFLOOR su�LOoR / ■email infoeakvpc.com n11V % TOP OF SLIEFLOOR CONTINUOUS - r n11V � CONTINUOUS CONTINUOUS 48ERSLASS EAYE R-255 WITH INTERNAL 5UTtER LCC FLA44I1,13 :ONT 2X PRE65U FIBERGLASS EAVE REATED WOOD BLOCK CONT.2X PRESSURE CR-259 WITH INTERJAL SND SPACER6 TREATED WOOD BLOCKING. GUTTER B BS RI 'LYlU00D CONT 2X PRESSURE :AVE OD RI WITH __ TREATED WOOD BLOCK NTERNAL GUTTER PBERG4.A55 ENTABLATURE AND SPACERS GR-156. PLYWOOD RIBS ANT 2X PRESSURE SAVE CR-255 WITH TREATED WOOD BLOCK AND SPACERS CONT.2X PRESSURE INTERNAL GUTTER TREATED WOOD BLOCKING. CONT 2X PRESSURE CONT.VENT WITH TREATED WOODOODBLOCK _ 6A. INSECT SCREEN AND SPACERS FTPfIN FIBERGLASS SOFFIT SEALANT SEE ENLARGED DETAIL X LENGTH AS REQUIREDSHINGLE 51DIN2 BELOW BOARD IBERW10, I' X S SO • CONT.VENT WITH EDONBRAC FIBERGLA58 i NFILTRATION BARRIER 85. INSECT SCREEN BRACKET 51P-112. - CDx PLYWOOD SHINGLE SIDING rh BATT INSULATION INFILTRATION BARRIER EDON FIBERGLASS BRACKET BR-108 COX PLYWOOD SHEATHING ' W L II BATT INSULATION Q BOARD 9010,I THICK X U Q J WIDTH AND LENGTH ASN L. REQUIRED SQUARE EDGES. 3/4' W SCALE: 3'=1'-0' Q W LL FYPON FIBERGLA36 BOARD WIO,11THICK X ENTABLATURE DETAIL EAVE DETAIL LU j g WIDTH AND LENGTH AS REQUIRED 60uaRE EDGES. SCALE: 1-1/2"=1'-0' SCALE: I-12'=1'-0' ■ LL SEALANT SHINGLE 51011 W W INFILTRATION BARRIER J 'a >G CDX PLYWOOD SHEATHING O S w BATT INSULATION LCC ROOFING EYEBROW D Um 2'-Fi2" 4X6 WD POST SOFFIT AND BRACKET DETAIL FIBERGLASS BALUSTER SCALE: 1-1/2'=1'-0' INFILTRATION BARRIER 5/4 X DECKING zx RAFTER TAILS IX 4 BLEEPERS • 16' OG CONTINUOUS EPOM MEMBRANE SHINGLE SIDING I (RAISED AT THREASHOLD) CONTINUOUS EPDM MEMBRANE (RAISED AT BALUBTERS) FIBERGLASS EAVE 4 CR-255 MODIFIED ■ RUBBERIZED BITUMEN CDC PLYWOOD UNDERLAYMENT DECKI Q NG CONT.VENT WITH DECKING TOP OF 55.INSECT SCREEN 4 O SUBFLCOR FREFINIGHED METAL SOFFIT PLYWOOD RIBS 16'Of. (W/PLYWOOD BACKING FIRESTOP 20' OL.MAX. EYEBROW SAVE ONLY) SHINGLE SIDING Q —IV' r INFILTRATION BARRIER CONTINUOUS 4 E CDX PLYUIOOD LCC FLASHING 2' RIGID INSULATION 2k10 JOIST V OC CONT.2x PRESSURE FIRBERGLASB BASE TREATED WOOD BLOCKING. OR-20L 4 Q f • • L=FLASHING 4 FIBERGLASS ENTABLATURE GR-156. Q CONT.2x PRESSURE LCC FLASHING WOOD TREATED WOOD BLOCKING. CONT.2% URE O TREATED WOOD BLOCKING. FYPCBOAR 11010, LASS BOARD M010,3/4' X e' 4 4 2XIO BM - DIADED k LENGTH AS REOWRED. ■ Revisions: CONT.2x4 PRESSURE FIBERGLASS ENTASLATUR= 4LL= ME 4 TREATED WOOD BLOCKING. CR-131. Q CONT,2x PRE TREATED Q FYPON FIBERGLASS ry 4 'x Q TREATED WOOD BLOCKING. BOARD M010,5/4' X 5-12' X LENGTH AS REQUIRED. FBEFrSLABS AVE a Q LCC FLASHING o 4 CR 255 MODIFIED O OO Q O NG BEADED BOARD WD SOFFIT SHINGLE SIOI Q O O Q 0 INFILTRATION BARRIER HOLD INES CONTINUOUS W/ADJACENTEAVES ADJACENT — COX PLYWOOD FIBERGLASS TUSCAN COLUMN ENCLOSURE ` \ 4 4 2' RIGID INSULATION SEE MANUFACTURER'5 INSTALLATION INSTRUCTIONS F Date: LCC FLASHING CONIC,OR BLOCK WALL BD AR,, OCTOBER 29, W9 CONC,OR BLOCK WALL �� �G`y SIF�SNEYggBOrFO Scale: N c� Sheet: WATERTABLE DETAIL DECK TRIM DETAIL EYEBROW RAKX DETAIL ' '� p A5.8 R BASE DETAIL SCALE: 1-1/2'-1'-0' SCALE: 1-1/2'=I'-0' SCALE: 1-12'=1'-0' ' FOF'NE�yO¢ SCALE: I-12'=1'-0' 1 1 ■ 2 ■ 3 0 4 0 5 ■ 6 I i ROOM FINISH SCHEDULE DOOR SCHEDULE ROOM NAME FLOOR iWALLS CEILING COWICE CASING BASEBOARD REMARKS DOOR HpW SET FRAME REMARKS STAIR TOWER WOOD GWB GWB A A A NEWEL POST - 'IMPORTANT' NO TYPE OPENING SIZE BHANG THICIQ4E55 MATERIAL MATERIAL ENTRANCE STONE TILE GWB GWB A A A I ENTRANCE 5'-0' X 1'-0' DOUBLE 1-3/4' WD LOCIGDEADBOLT WD W/TRNN50M MUDROOM CT GWB GWB 5 B B PANEL 'S' 2'-8' x 1"-0' 1-34WD PRIVACY UA ANOND kIuUVM h LAUNDRY ROOM CT GWB GUA5 NONE S B H 3 LOUVER 'C' 4'-0' X 11'-0' BI-FOLD 1-3/8' WD DUMMY WD (11'C111ISCiLLIE MUDROOM CLOSET CT GWB Gue NONE B B W 4 PANEL 'B' Y-6' X l"-0' 1-3/4' WD PASSAGE WD Pr .a lng BEDROOM 9 CPT GWB GWB B B B W 5 PANEL 'B' 2'-8' X 1'-0' 1-3/4' WD PASSAGE WD Planning do Q CLOSET 43 CPT GWB GWS B B B Q 6 PANEL 'B' 5'-0' x l'-0' DOUBLE I-3/4' WD PASSAGE HM W/WD TRIM CLADING 2 Sachem Road [n BATHROOM 63 CT 6W5AUAIN8 GWB B S B 6A LOUVER 'D' 1 4'-0' X 1'-0' DOUBLE 1-3/4' WD PASSAGE UD IStony Creek,Cr 06495 ' ELEV MACH.R9. CONCRETE 6UA3 GUS NONE C C 615 LOUVER 'D' 4'-0' X 1'-0' DOUBLE 1.3/4' wo PASSAGE WD Tel 203.483.9900 STORAGE CONCRETE GWB GWB NONE C C l PANEL 'S' 2'-8' X1'-0' 1-3/4' WD PRIVACY WD Fax 203.483.8780 FURNACE CONCRETE GWB GWB NONE G G e LOUVER 'E' -0-B' XDUMMY-0' el-FOLD I-3/5' WD DUMMY WD ■email inf&akvpc.com BEDROOM R4 CPT GWB GWB B B e S PANEL 'B' 2'-8' X 1"-0' I-3/4' WD PASSAGE WD CLOSET -4 CPT GWB GWB NONE B B 10 FLUSH 1C. 3'-0' X 6'-8' 1-3/4' HM PASSAGE HM FIRE RATED 3/4 HR 5AT14WOM -4 CT GW5AUAIN5 GWS B B B II FLUSH C. 3'-0' X r -8' 1-3/4' HM PASSAGE 149 FIRE RATED 3/4 HR GAZEBO STONE N/A WOOD N/A N/A WA IIA PANEL 'S' 1'-8' x 1'-0' I-3/4' WD PASSAGE HM W/WD TRIM CLADING STAIR TOWER WOOD GWB GWB A A A FIRE RATED 3/4 HR SEE NOTE 3 BELOW HALL WOOD GWB GWB A A A « 12 PANEL 'B' 2'-b' X 7'-0" I-3/4' WD PRVACY WD QPOWDER ROOM WOOD GWB GWB A A A OO 13 FRENCH 'A' 6'-0' X 1'-0' DOUBLE 1-3/4' WD PASSAGE wo B i DEN WOOD GWB GWB A A A U- F- D 14 PATIO 6'-0' X 8'-0' DOUBLE 1-3/4' WD LOCK, EADBOLT WD W/SIDELIGHTS,TRANSOM LL LIVING ROOM WOOD GWB GWS A A A r N 15 FRENCH 'A' 31•0' X T-0' I-3/4' WD PASSAGE WD DINING WOOD GWS GUIB A A A 16 PATIO V-2' X e'-0' 1.3/4' WD LOCK/DEADBOLT WD W/TRANSOM LL FAMILY ROOM WOOD GUS GWB A A A U" Il LOUVER 'D' W-0' X 6'-e' DOUBLE 1-3/8' WD PASSAGE WD BREAKFAST WOOD WOOD WOOD C A A IS PANEL 'B' 2'-8' X 1'-0' 1-3/4' WD PASSAGE HM W/WD TRIM CLADING KITCHEN WOOD WAINSCOTS WOOD A A A FIRE RATED 3/4 HR SEE NOTE 3 BELOW PANTRY WOOD GWB GUIs B A A 15 PANEL 'B' 5'-0' X 6'-8' DOUBLE 1-3/4' WD PASSAGE WD UTILITY CLOSET WOOD GWS GWBNONE B A 20 PANEL 'B' 1'-8' X 6'-8' I-3/4' WD PRIVACY WD W/TRANSOM ■ STAIR TOWER WOOD GWB GUIB A A A 21 LOUVER 'D' 2'-8' k 6'-8' 1-3/8' WD PASSAGE UID HALL CPT GUS GWB A A A 22 PANEL 'B' 2'-6' x 6'-S' 1-3/4' WD PASSAGE UD UTILITY ROOM CPT GWS GWB NONE 8 S O 23 PANEL 'B' 5'-0' X 6'-8' DOUBLE I-3/4' WD PRIVACY WD W/TRANSOM BEDROOM 11 CPT Gue GWB B S B Q 24 PANEL 'S' 2'-6' X 6'-8' 1.3/4' WD PASSAGE WD a WALK-IN DRES51WA CPT C40 GWB NONE B S Z Q26 PANEL 'B' 2'-6' X b'-S- 1-3/41 WD PASSAGE WD LL BATHROOM N CT GL15AUA.INS GUIB B B 8 LU26 NOT USED LAUNDRY CT GWB GWB NONE S B N 21 PATIO 6'-0' X 8'-0' DOUBLE 1-3/4' WD LOCK UID W/SIDE LIGHTS,TRANSOM QBEDROOM 02 CPT GLIB GWB B B B 20 PANEL 'S' 2'-e' x 6'-B' 1-3/4' UID PASSAGE WD C W UU WALK-IN DR_851NGn CPT GUS GWB NONE B B 2S PAVEL 'B' Y-8' k 6'-8' 1-3/4' WD PRIVACY WD W/TRAN80M 1 Z 4) BATHROOM •2 CT GWBAUAINS GWB B S B 30 LOUVER 'D' T-B' X 6'-8' 1-3/8' WD PASSAGE WD v7 Q J MASTER BEDROOM OPT GWB GWB A A A 31 PANEL 'B' 2'-6' x('-S' 1.3/4' WD PASSAGE WD W H DRESSING GPT GUIS GWS NONE A A 32 PANEL 'B' 2'-S' X 6'-8' 1.3/4' WD PASSAGE 14M W/WD TRIM CLADING W MASTER BATH CT GWB GWB A A A FIRE RATED 3/4 HR SEE NOTE 3 BELOW 0 ¢ Q I. DOOR FRAME DEPTH 15 DE4ER11NED BY WALL STUDS,TREATMENTS AND FINISHES,CONTRACTOR TO COORDINATE- V J UJ ' COORDINATE HEIGHT WITH OUNERS FURNISHING z ■ Q 2. SEE SHEET A62 FOR INFORMATION AND DIMENSIONS REGARDING ALL EXTERIOR DOORS,SIDELIGHTS AND TRAN5011 UNITS. LL (n 3. COORDINATE DOOR WIDTH WITH ELEVATOR MANUFACTURER y) W w Z J 'a o O = C) D Va m ■ French 6-PANEL FLUSH Blrold E [50LIp CORE! Louver Louver Tempe 'A' TWQe 1.151 Tine 'V %pe 'D" TW12e " INTERIOR DOOR TYPES ■ Revisions: F 6F`ED AROy Date: y< NEYgRa rF OCTOBER 29 1999 Scale: 1/41' = I'-V N 'A,. Sheet: A (l//1�) 1 STCFtNE`RyD� OF � / \ V . 1 2 ■ 3 ■ 4 ■ 5 ■ 6 mrmortr uex up Lax 1-3/4' OR 2' MUNTIN6 - TYP ANONIES KING YM Ell] Architecture Programming Planning cc D D 2 Sachem Road Stony Creek,CT 06405 T T Tel 203.483.9900 r r �\ c a N ❑ 5 Fax 203.483.8780 Re - I N u\\ T ■emaik infosakvpc.com a D�D DD ❑� q'-B' 11 2'-II IR' 1. 6'-4' L V-2. © © 0 0 0 0 o D o 0 BUJ SCHEDULE EXTERIOR DOOR SCHEDULE IINGED SCREENS DESCRIPTION NUM LEAVES TYPE HINGED ACTIVE PASSIVE HARDWARE SCREEN OR DESCRIPTION TIGHT-LEFT YES MULLED PAIRS 01 2 ENTRANCE RIGHT-LEFT I I LOCK/DEADBOLT ES HALF LITE,TRANSOM .EFT YES - 14 Z PATIO, IN6WMG RIGH7-LEFT 1 I LOCK/DEADBOLT ES FRENCH,TPJW60M,SIDELIGHTS 'BOTTOM TES 16 1 PATIO, INSWNG LEFT I - LOCK/DEADBOLT ES FRENCH,TRANSOM EIGHT YES 21 2 PATIO, INSWNG RIGHT-LEFT I I LOCK YES FRENCH,SHAPED TRANSOM,SIDELIGHTSAFT YES } Z 50 OM ES OVAL C w Q W EIGHT-LEFT ES MULLED PAIRS 1.LOW-E GLAZING AND FACTORY APPLIED 3M SAFETY FILM. / _J EIGHT YES - U 2.CHROME HARDWARE, Z EIGHT YE5 - 3. TRUE DIVIDED LIGHT - DOUBLE INSULATED. Z J Q EIGHT YES - 4.TEMPERED GLAZING FOR ALL EXrERIOR DOORS AND SIDELIGHTS. 1 LU -EFT ES - 5, 'HINGED - RIGHT' MEANS HINGE IS ON THE RIGHT SIDE - VIEWED FROM EXTERIOR W EIGHT ES - EFT ES 6.ALL LOCKS KEYED ALIKE. SVA WA MAXIMIZE GLASS ,.MATERIALS AND FINISH: COASTAL ISLAND STORM EXPOSURE. �^ () 'PLIED 3M SAFETY FILM. V J W W �_ o O E6ULATED. ■ LL C 4D. i ON THE RIGHT SIDE - VIEWED FROM EXTERIOR W 30 OR BETTER COASTAL 16LAND STOR I EXPO6URE. Z Z I,�-4-I!!' Z W a � Q SU z I-3/4' OR 2'MUNTINS - TYP � v � Q D�DDOD�DCDOD a WTSCTTOVIDE GRILL DIMENSIONS TYPICAL- LlON D // \\ D D \ DDD DSD // \\D DD DD DON D DD D DD D \ E �J - D DSD DDS D / DD / D Revisions: 3'-2' I 6' PASSIVE 6' PASSIVE � 14 16 27 i��ED ARCy. F Date: \5 TnEvgme r� OCTOBB 29 1999 scale: Sheet: '//'/� 'FT 170191 O FC, NES ormoena IexM610pMGat ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ' I j OHS RAGE CABINET$ PANTRY . REF CLOSET GWB WALL/SOFFIT RRRR NN��r1,C tn,I�yVTIn'VE�1f�„�'Irn, _... .....UIORK COUNTER_ \\ o \\ o o // \\ // // �I4Y011 W A!1`111 U I L V VII / \ O PANTRY ___--____ ______ .. ._—__._.__—_._- - _____ .____---- _____ . // \ / H SPLASH OH STORAGE CABINETS `� — \ \ // FArc mge ! r- -- - --- -- -- aannm P] g I \ REF _ _ - \\O 2 SaChEm Riad - ------- - _ // \\ // \\ Stony Creek,CF 06405 __ . Tel 203AS3.9900 REF m \ \\ // \\ // // Fax 20'8.483.8 80 —. ._ . __ L---_ --_.-- _ - --- -_-- BUFFET _ ■emall:mfoeakvpc.com O RANGE COUNTER I i o O GLASS CABINET _rt i � o "{ I KITCHEN m / O2 I.UORK COUNTER/STORAGE CABINETS ! - OISLAND/61NK_ - _—_— DESK B I EQ DW O O EOWD SERVING LEDGE 1 RY STEP STEP OH CORNICE � ILAN vIEUJ m m ■ Z w 10' 2GW5� ^ 2Y' �G�� ZGwB� 2,_21, V_2. BASEBOARD - A 0 G 7 '�— PAINTED } Q TRIM PAINTED Zm GLA55 % % % TRIM \ / \ / \ C W Q o CABINET CENTER CABINETS \ / \ / \ o ° / \ / \ I -V ' PROJECTION / \ / \ / \ W J O ADJUSTABLE 5HELVE8 - TYP —;' (�J �'i 11' SIMILAR TO PILASTER m Q SIDE PANEL — SIDE PANEL 1 STONE COUNTER TOP V J co � �-- UNDERCABINET I, 101' W ILL" m STONE LIGHTINa/EXHAUST UJ I z COUNTER r �h •-i�, N 2 GWB HOOD co -•', 'L FIXED SIDE PANEL ■ F 0 0 0 coo o . 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DRYER WASHER Stony Creek,Cr 06405 ° D Tel 203.483.9900 �--o cABe Fax 203483.8780 I BASE CABS i \\ /' \\ // `♦ �/o // \\ Small:SntO akvpc.CIXfI °` / <3> MUD ROOM KICK I'-102' -"L II 02 5 12 B I Im MUD RM I1 LAUNpRY PLAN VIEW ■ ° I� SHELVES FLAN III AN VIELU ° ° \ ADJUSTABLE SHELVES Q Wp UZ � 0 � II 12 BATH 3 , 4 W 1¢ FIXED SIDE PANEL Q N J co LLI Uj ���,/ ,j LINEN r- I �/ \� ■ �_ BATH I O SPLASH - TYP m Q u z ZW Q Ll 1 `\\\\ 3-6 1 l p U Q 2' ADJUSTABLE m Z O \\ SHELVING - TYP 13 - 6'-41 2._T. I'-42' 18 MASTER DRESSING � SHELVING 13 BATHROOM - 1 , 2 <4> LINEN FLAN � \ /I W III A LEDGE FLAFI V 1l 0 0 0 2GUJ5� E HOWE LOW WALL } IRON BOARD - _ — m I \ l \ / \ / ry \ VAN TY I _ t DRAWER - TYP LAUNDRY a ' ■ Revisions: LE DRYER WASHER GWB I' ,I _ _ _ _ SPLASH j I I - / O 1-7 ° I I FE: 15 =, l X! m , LEDGE 4'-4' F \ Date: yp OCTOBER 29,09 �L 4N VIEW W KICK Scale: 2 .\� 12• ,1.-0. ] 5 FLAN VIEW Sheet: 15 LAUNDRY M,45TFR 5,4TH I� VANITY > EOF'NE��°�� A7.2 N1111eQY MB]INIlI01eCN 1 ■ 2. ■ 3 ■ 4 0 5 ■ 6 f CEILING CORNICE f--CEILING - ANNE MG " K SOFFIT TRIM - VARIES ___ CORNICE TRIM Architecture Programming HEAD TRIM Planning 2 Sachem Road HEAD TRIM Stony Creek,CT 0 405 MITER BEADS Tel 203.483.9900 TYP Fax 203.483.8780 PLYWOOD SIDES ■emaik info®akvpc. m BEADED JAMB TRIM BEADED BOARD 2' EQ OR AS SHOWN 2" EQ OR AS SHOWN 2 1/2" TYP i SHELF BOOKSHELF SECTION - TYP BEADED JAMB TRIM HALF ! Q 3/4" PLYWOOD SHELF TRIM e — SHELF TRACK - TYP PLYWOOD j B ADJUSTABLE SHELF MIDDLE STILE SHELVING BACK SHOD 1/4' PLYWOOD BACK OTHERWISE e e N } I -� BASEBOARD 'A' BEADED JAMB TRIM j FULL DEPTH ■ TYP WINDOW SEAT SHELF - TYP CONSTRUCTION BEADED BOARD HALF HEAD TRIM - REVERSED cy, j LL— L w -.- BASE 'A' C W Q V z O j wL w ca SECTION SIDE ELEVATION FRONT ELEVATION LUCO O ! 3' = 1'-0" 1 (n w BOOKSHELF CABINETS - TYF Z co ul CO . , -0. DINING HALL PINING HALL1 L — 1 Q 0NMI DC = — — _. ... .. . .... .... ._. _._ - v Q �— w m � I SHELVES �- Z m HALL �, _ � O> EAMILY ROOM TV uJ,ALIG- IN � _- DRE66 I I `�I G; 22 LIVING ROOM CORNICE CORNICE ■ - CORNICE - A 2' 2" 1' GWB GWB GWB GWB GWB GWB GWB GWB � SHELVES TV OPEN GWB I m — I ■Revisions: OFEI, SHELVES I I i / 0 0 i I F BASEBOARD - A KICK BASEBOARD - A DRAWERS BASEBOARD - A Date: 3' OCTOBER 29,in Scale: PANEL -rC�c sOZ OT Sheet: S �g (OPPOSITE HAND) 21 IUALiG - IN - DRESSING - 1 , 2 22 LIVING ROOM 23 FAMILY ROOM TV F . N A7.3 j O � O O H #0191 h O� 1 ■ p ■ 3 ■ 4 ■ 5 ■ 6 / sgTe OF NeNy o�nnx rxea® wa Li l I I6 4 4 FRONT FACE 4 4 TYP BEADED EDGE IS, 1/4' DIA BEAD I_ nFIV _u m O AS REQUIRED wl� ,cl 1 FRONT FACE FRONT FACE2¢" R6 - 1/4'RFRONT 2�" 1 2" r RftBON�SK�IGVI,OCK iTOP - FRAME STOP - MUNTIN iuchitecture TYPICAL GLASS DOOR FRAME TYPICAL TRUE MUNTIN TRUE PANEL DOOR FRAME SHELF T4'G BEADED BOARD - TYPICAL COUNTER OGEE ��Pla Planning FOR CABINET$ ONLY EASE SHARP CORNERS 2 Sachem Road ,BINE? DOOR PROFILES Stony Creek,cr 06,05 Tel 200.483.9900 Fax 203.483.8780 ■email infoeakvpc.com 3. 2"VERT, 3 I/4' ® 2' 4 I — BOT, 2• TOP � - � FRONT FACE mlv v mL i d' AT mlv 'R"r FRONT FRONT C'6 // FRONT FACE B I/4' DIA — L 3/S" DIA 2. TYP BEAD I/4' DIA I/4'DIA 2, 2• BE INTERIOR ry fyPLASl-I�LEp(�E FRONT TYPICAL EDGE DIVIDER TOP, BOTTOM, SIDES EXPOSED CORNER TYPICAL PANEL FRAME BEADED BOARD PANEL PROFILES 3, a r' ■ BINET FRAME PROFILES BEADED BOARD PANEL PROFILES C BINET PROFILES GALE 1i1LL i WIDTH VARIES-SEE CABINET DETAILS VARIES - SEE ELEVATIONS� BO SOFFIT COUNTER-Mr SCHEDULE C w 0 ULL FOR MATERIAL5 Uz.OGATION I Z \ WITH BEADED J x3/4' FRAM TRUE MUNTINS W/ W J MITCO WITH D INDIVIDUAL PIECES OF GLASS 2'x9/4' FRAME 0 ED WITH BEADEDCc INTERIOR EDGE, f n 2'x3/4' DIVIDER FRAME GLA55 GLASS MITERED v.+ W W/DOUBLE BEAD , 1 1 ■ REVEAL FRONT— ■ M LL cc 2 I/1'x EXPOSED V J EQ / EQ CORNERR FRAME,DOUBLE BEADED La ru HEAD/SILL % °SFr" DRAWERSZ z �- OPEN FOR OPEN FOR z AND DOORS AND DOORS N.T.S. ,W DOORS DOORS Q U FLUSH DOWELED O D J Q _ JOINT - TYP all � ELEVATIONS LASCEA� YIi 2'X3/4' DIVIDER FRAME O2 PANEL LIN / , U W/DOUBLE BEAD w v `` FRAME (CENTER BOARD OR w D BEAD) FRAME,DD,IBLE m ^1 I/4'x3/4' SQUARE EDGE DOOR FRAME PULL LOCATION GLASS JAMB HEAP/511-1- N.T.G. EAD/SILLN.T.S. O ALL GLASS IS 3/16' SAFETY GLASS ;� PANELDOOR PLAIN FLOAT Nib 2 I/4'x3SQUARE EPGE/EASED FRAME � STOP - DOWELED ■ V JOINT 4`—VARIES-SEE CABINET UNIT DETAILS 3/4' FLUSH FRONT 3. EXPOSED CORN END JAMB DIVIDER EXPOSED CORNER SQUARE EDGES WALL FRONT TRUE MUNTIN END JAMB DIVIDER ER DOWELED FN FRAME TO1P JAMB FRAME z4 DOOR HEAD a OVERHEAD CABINETS - TYPICAL iu l PULL T A LOCATION °LACE '•''''°• BOTTOM BEADED I/4' DIA BEAD EDGE ELEVATIONS 1/2,MIN SERVING / LEDGE GI DRAUJER /f I!1' MIN � NTb �IR' MIN GRANITE WORKING SPLASHir DRAWER INTERIOR - COUNTER ■Revisions: MAXIMIZE INTERIOR SPACE. FULL EXTENSION 15d' GRANITE' ;•GRANITE • RATED BALL-BEARING 1/4' PLYWOOD BACK - TYP DRAWER SLIDES. SEE BASE CABINET SECTION NOTES: —SHELVING TRACK GLASS SAFETY 0 E KTPS. I FOR HEIGHLAMINATE T MAi H55ARr GRAINS,COLOR,ETC. 7. MATERIAL FLAME —UNPER'IOUNT EASED AND BIRCH OR MAHOGANY SINK F POLISHED ALL 4 /=4AS NOTED. Date: SIDES, iOP AND 3. PULLS BY OWNER rO(,`TOBEA ZV E OTTOM 4. DRAWER AND CABINET s>{�TNEy y/P' Scale: INTERIOR FINISH TO A `g r rowiER ovErxa,ur, MATCH EXTERIOR +P RBoy C" 1�2' '1�-� OVERHEAD GAB SECTION - TYP GLASS SHELF - TYPICAL BASE GAB SECTION - TYPICAL Sheet: SCALE: 3/4'-1'-0' SCALE: 3/4'=I'-0' SCALE: 3/4'-1'-0' L SECTION 'yl � N.TS. cl_ ISLAND COUNTER qr #0191 y0 P OF NEt't CORMRq NYdB Y4x 1 ■ 2 0 3 ■ 4 0 5 ■ 6 _. T I N ALLMI m I� S S — NIJM FRAME PAINT 15/16' m —� � PAINT {{�n(n{ ��I1, rn/ I�^pn�yrnJ C C X., WOOD FILLER ABONll1RGAURETAINER DATEK ALm,,,�Idtedure FIBERGLASS pi a ming ME8H Planning 2 1332 2 3/8• 5CREEN PANEL FRAME 3/4' /i ' 23/8' 4 MR VN�aW iMir 1 Vn FRAME - 2.Sachein Road m MATCH Stony Creek,CT 06405 OMUNTIN WINDOWS Tel 203483.9900 / E STACKING MULLION - OPERASLE tt j ADONLY Tel 203.483.990 aGRITLTiTAU __ ■wail.infosakvpc.co FIXED UNIT No JAMB atop a P n 81NGLE RETAINER OHEAD - OPERABLE - .- � NEAD - FIXED UNIT a' �— T MATCHES OPERABLE SIGHTLINES D m -I n p v m m B m 12' 21/16' ' m NOTES: L MATCH WINDOW DETAILS,EXCEPT FOR THE GLAZED-IN STOW AND :o SCREEN PANELS. NOTE: 3 ' 2. PROVIDE NON-RUSTING RETAINER ALLOW FOR DRIP EDGE I/e' 9 DAYLIGHT OPENIN9 4 9/16• HARDWARE TO HOLD PANELS AT 5EYLND 5/4 TRIM AT JAMS LONE EACH SIDE)AND SILL SILL - TYP IR I CA4NGEXTERIOR (TWO PER t CNR SIZE 5/4X SILL - FIXED 3.COORDINATE HrIGHT AND DIMENSIONS ■ OPENING FOR CLEARANCE AND PIT. SCREEN/e ORfl f=ANEL5 SILL - OPERABLE JAMBS - OPERABLE STACKING MULLION - FIXED 3'3' • 1'-m' �1 UJINIDOI.0 DETAILS ANF-) c NOTES W ZJ Z W N p W W co W = O ■ Cc: (1) j z® J w 0 Q !O EXTERIOR O INTERIOR CAP TRIM - COORDINATE D / , U DEPTH W/CA51NG EDGE v 04 m C C NOTE: FIXED UJIT$ ARE SIMILAR EXTERIOR CAP TRIM SEE DETAIL ■ JOINING MULION - VERTICAL HEAD - FIXED UNIT O ,e F MIN SIGHTLINES � a m n t.V 2 1 YT S 6' 1fReLME SIZE 1 I 2' INR SIZE TWIT 812E ■ Revisions:ROUGH OPENING, ROWH III OPENING JAMBS - FIXED UNIT SILL - FIXEb JAMBS - FIXED UrtJ MATCHES OPERABLE SIGHTLINES K �L 1, MIN SIGHTLINES � MIN SIGHTLINES LUINDOLJ DETAILS ANIS NO TES F a e: ,el!I �D A;� OGTOBfft 29, 9 ,f9%i MAY CYA?`'4T�,�a Scale: f N Sheet: I u ' lA y s � 8.11 ■ 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ ATE OF 06N mrnw No xeo®nnxoa 6 r s ARBON�SK IGVLOCK I RDUGH OPENING R0414 oFPMNG �lrchltectwe FRMS SIZE — �grammjng r S SAS, DAYLIGHT DAYLIGHT 1R" In' FRA E SIZE Planning 53/8' OPENING 105/5' OPENING 9W DAYLIGHT 25achem Road5 3,5' OPENING 5 30 Stony Creek,Cr 06405 4 3/4' 4 3/4' _ 4 3/4' Tel 203.483.9900 Fax 203.483.8780 hIEAD _ L ■email info akvK. � Q Y {H O m IqE S B In VE6TI5JLE SIDELIGHT \\ FRAME 15 SIMILAR `—V55TIBULE SIDELIGHT FRAME IS SIMILAR SILL 1 JAMBS DOUBLE LEAS a JAMBS - SINGLE UNIT FRENCH DOOR DETAILS AND NOTEC) 3' = 1'-0• C W Uz Q � LUco C) C!) WW ■ � IL O U> j o ZZ W 0 Q 0 c D 0Ua W m ROUGH OPENING 4 9/IS' FRAME SIZE m In' In' DAYLIGHT DAYLIGHT PE ONING 10 5/S' OPENING 5 3/5' 4 3/4' INSULATING MUNTIN _HEAD ■ ^� a EXTERIOR DOOR5 i �/ 9 INTERIOR DOORS lyf .p m -q m M2 FINISH FLOOR O JAMBS - DOUBLE LEAF SUB-FLOOR V ® INTERIOR DOORS S SINGLE C,LAZE MUNTIN SILL U Revisions: o INTERIOR DOORS ® INTERIOR DOdRS FRENCH DOOM DETAIL& ANIS NOTEe F Date: ape!" OCTOES 29,1999 Nir.. EYgRs0 Scale: AS NOTED r m Sheet: .E S #w"I' dD� 'A8 2 qTE OF NEVO amwHrtr xea�Raxatx 1 ■ 2 ■ 3 ■ 4 0 5 ■ 6 I , � __.� �v ORIGIINALL BE l DO11I "u1UAff GLASRE-USED (TYPICAL) � ATCIIiISClWTe FrogrHmmm$ ! Planning GIVEN FRAME 2 2.Sachern Road GIVEN SIZE 3 FIXED HARDWARE REOD. Stony Creek,Cr 00405 FRAME Tel 203.483.9900 SIZE 2A AS DETAIL, 2/3MOULDING SEE SCHEDULE 3 5UT GLAZED A5 ABOVE FOR TYPE. Fax 203.483.8780 PRE5HIMMED BUTYL TAPE ■email•inf5�akvpc.w CAPPED WITH BLACK 51LD CORNING 11599 SECTION BEAD t FYPON FIBERGLASS 3YI6' (5mm) BEAD SCREWS,BY CRMTALL TRIM BOARD ^339. TACK-WELD I4G GALVANISED DRAINAGE SLOTS STEEL ANGLE BRACKET- I• (CRS. AT LEFT) (NON-CONTINUOUS)- LEAVE GAP POSITION TO MISS DRAINAGE SLOTS (2 IN CAULKING TO PERIMETER CAULKING H CRIS LEFT- PERIMETER CAULKING IN57AL-L 0 1-EN CELL FOAM 1/4' — POSITION OF DRAINAGE SLOTS CORIAN CORIAN I/4' MIN. 3 3/4' (BOTH ENDS OF CILLI FYPON FIBERGLASS BOARD / FIBERGLASS 01010, 3/4' X 5.1/4' TRIM B � MOUTLETSO I'8SO-4 WATER ) (OUTER) B S 4 I/4' ALL PERIMETER CAULKINGoftm (CUTLE BY G.W.I. WATER CUTLET (INNER) IbG PRESSED STEEL W/BAR E WEEP HOLE POSITIONS BY CRIIITALL WINDGTII5 LTD. TO BE FITTED ON SITE OUT BOTH ENDS O POSITIONS (FINISH AS WINDOW) FIkEP VENT- 5 BOTH ENDS SOF SILL ! 4 NO HARDWARE RECD. 3 3 I FIBERGLASS TRIM BOARD MOLDING.SEE 4ACK-WELD 14G GALVANISED MOLDING.SEE "339 SCHEDULE (NON-CONTINUCUUS,)A-CKET SCHEDULE POSITION TO MISS DRAINAGE SLOTSGIVEN ■ FRAME IT rz' SIZE OSILL Q JAMPS } Ij N Z I C W DOW DE7,41LS wMo o moil DIN, 6FIF uJ !Lu co I ca ■ � T O MOULDING,SEE iL D SCHEDULES FOR TYPE. Z ? IAS GLU BEE MINN WITFI � � W 5 Q +Lu 10 FIXED VENT- I Ic NO HARDWARE RECD. LOCK HARDWARE 5 BY CRITTALL---\ ALL PERIMETER CAULKING D Q BY cb.I. W TACK-WELD I4G GALVANISEDm STEEL ANGLE BRACKET- IZ ALL PERIMETER CAULKING BY =11.(NON-CONTINUOUS) 5 BUTT HINGES BY LEGE TO BE PLANED OFF GRITTALL WINDOWS Ltd. SECTIONS A5 6HOWN LEGS TO BE PLANED OFF (TYPICAL) SECTIONS AS SHOWN (TYPICAL) GIVEN GIVEN AMINE FTPON FIBERGLASS SIZE BOARD 01010, 1/2' X 3'. FYPON FIBER'+LA55 BOARD 01010,1R' X 3'. E ; FYPON FIBERGLASS TRIM BOARD 539. i FYPON FIBERS-A66 TRIM BOARD 539. JAMBS C•2 JAMBS Q 510.W20 BUTT HINGE ■ ReVlsllons: i E J E C F I m c� HINGE DETAIL n YO (FROM OUTSIDE) F _ Date: TAI ocroee�xs,i ARC_/ Scale: I evAgs rF�t, AS NOTA a o � u� Sheet: , s c u5t3+°"yon A8.3 qTE OF NE- ■ p ■ 3 ■ 4 ■ 5 ■ 6 ._ I ELEGTRIGAL GsENERAL NOTEe L COORDINATE FRAMING TO PROVIDE THE LIGHT FIXTURES,OUTLETS AND SWITCH LOCATIONS AS 5HOUL FIXTURES HAVE SPECIFIC LOCATIONS (CENTERED,EQUALLY SPACED, ETC-) VERIFY WITH ARCHITECT BEFORE PLACEMENT OF ALL FIXTURES n—n --rI-'I �t//D,j (y 2. UNLESS OTHERUISE INDICATED ALL WALL SCONCES ARE LOCATED AT T'AFF TO CENTER OF BRACKET ��0N11{C li III �I O�U (LEAVE EXTRA WIRE 4 ADJUST POSITION A5 REQUESTED). 511ll1 L " 3. WALK THRJ PROJECT ONCE FRAMED AND MARK SWITCH,LIGHT AND OUTLET LOCATIONS WITH ARCHITECT. chitedUTe 4. INSTALL GROUND-FAULT INTERFIIPTER PROTECTION WHERE SHOWN AND AS REQUIRED BY CODE. Prc gramining S. INSTALL SHUT-Cf FS AT ALL EQUIPMENT. Planning 6. OUTLETS ARE LOW (MOUNTED HORIZONTALLY IN BASE UNLESS SHOWN TO BE HIGH (40' AFF), 2 Sachem Road r DENOTED WITH 'H' OR OTHERWISE NOTED.OUTLETS IN STORAGE ROOM TO BE IS' AFF,OUTLETS Stony Creek,CT 0640 j lr AT COUNTERS TO BE MOUNTED ABOVE BACKSPLASH. Tel 203AB3900 T. PROVIDE HARD-WIRE SMCKE DETECTORS IN ACCORDANCE WITH BUILDING CODE.COORDINATE Fax 203.483.8780 LOCATIONS WITH LIGHT FIXTURES,SEE ARCHITECTURAL REFLECTED CEILING PLANS. ■email:infolakVPC.CO S. LOW VOLTAGE WIRING IS TO BE INSTALLED FROM THE TRANSFORMER To EACH LIGHT FIXTURE WITH INDIVIDUAL AND SEPARATE WIRES. EQUALIZE THE LENGTH OF THE WIRE TO EACH FIXTURE FOR ANY GROUP OF FIXTURES (LENGTH AFFECTS BRIGHTNESS). USE ONLY SWITCHES RECOMMENDED FOR CONTROLING LOW-VOLTAGE LIGHTS. 5. TRANSFORMERS MAY BE FINALLY LOCATED BY ELECTRICIAN IN SEMI-CONCEALED, ACCESSIBLE CLOSET 8PACE5. 10.SEE DRAWING E3.1 FOR ADDITIONAL NOTES, SYMBOL LIST, AND LIGHT FIXTURE SCHEDULE. EMERGENGr �=owER NOTES B I. SET-UP EMER'sENCY POWER CIRCUITING AND PANELS TO THE FOLLOWING: A HEATING SYSTEM EQUIPMENT (FAN6,PIJMPS,5OILERS4TCJ. 1 B. WATER EQUIPMENT. C.HOT WATER HEATER S I D.RANGE. E.REFRIGERATOR r - y F. DESIGNATED OUTLETS. ver — DOORBELL WITH INTERCOM. G.DESIGNATED OUTLETS. TYPICAL. L---__J1 I I �w I II I F_____�I I I ■ II A WP V ------�--1------J GFCI imam TV GFCI Z TV r - - - - - J OE iJ I - - - � � c /T----- I L.LI z 0 / I I SEC RITY. IRE ALARA PANEL z / Q I I ui N V MAIN SERVICE ENTRANCE/ METER Qc LOCATION ACCEPTABLE TO UTILITY C COMPANY REQUIREMENTS. 'A W c a ` PANELBOARD LOCATION W Q ■ / / CI— V 1/ 1 1 CfGI PROPOSED PLYWOOD BACKBOARD LL C� EF IF 1 1 EF p \ PAINTED GRAY WITH FIRE �'^ Z I ILO IJ / RETARDED PAINT. V J W Q / Z GFCI GFCI H GFCI GFCI GFCI GFC1 W W H H GF1 H H H H CONNECTION FOR WATER HEATER Q O �4. O = �- (V 4' CONDUIT 1 ® p U Q z UNDER5LAB. COORDINATE WITHIII��� I III �— m Lu ELEVATOR Y d J/ {A Lu HEAT Lu DETECTOR I e _ 01 '• 6 1\ 9 Q \ I E m GFCI \\\\JJII H-STAT FOR BOILER EMERGENCY 5HUT-OFF. ■ O EMERGENCY SHUT-OFF SWITCH FOR BOILER CONNECTION FOR WATER 1. PURIFICATION SYSTEM.COORDINATE • •'� LOCATION WITH FILTER SYSTEM LOCATIOR E CONNECTION FOR BOILER .e: ■Revisions: Le L° F Date: Eb q OCTOBER 29,199 N�SNEYgRy/.� Scale: Sheet: . • �� � E11 � ,. `rgTO#o19�ONy0� 2 3 4 g ■ P OF NE`i'I Ilr.�w®Ntl 1 ■ f ■ 5 ■ _ 40 ARB0'E,kNGV' Rrchitectore Programming Planning 2 Sachem Road Stony Creek,CT 06 05 Tel 203.483.9900 7 Fax 203A83.8780 .con ■email infoeakvpc GENERAL NOTES I.SEE DRAWING EI.I FOR ADDITIONAL NOTES. -- -- — ■ I F 1 GFCI GFCI I I lµ I REF. I Ipp J GFCI GFCI GFCI IEL V SPEAKER CONTRIOLS CO tGH I REF _ GF I z MICROWAVE (SEE SCHEDULE) Q GFCI H GFCI GFCI z Z I IL I C LJLJ � 0 j O U z Q I I I I z Q U GFcICII w N Z DW GD Q _____ ®___-___® _____J --__-_- GFCI GIcsF-rl-= cl a ItIIQ�D/f U) W II --- I- III III I ��� ■ L.. Li REF� Q UNDERCO'UNIG. RII TE !I GFCI CO W III Ij � �\`� J \ Z z W III ®❑ J 'a p r- V r I I NUBWOOFER I I I I O I I I I I I I V A U Q Ello I I I I I I I p / III TV m O El LL F--- 'I I CO RON L GFCI LL J--------- -----J I� II I I ,,, gym..,,, Y„' i ■ , II I I (�,/,I i II II - ------- A --- ---------- --- - P I II { IWP T; GFGI INOOR RECEPTACLE. ALAid'I PANEL FL I VII EXTERIOR COORDINATE TYPICAL LOCATION —L--_ __._J WEATHERPROOF WITH --------- - —I I SPEAKER TYP. AN INDICATED. -- - INDICATED. E _ - '- -- - -- --J DOORBELL WITH ---- -- --_ INTERCOM.TYPIGAL. ■ Revisions: F Qr3 L112C*., Dgte: OCTOBER 29, 00 a � , I/4” = 11'-v Sheet: sr< on E1 TE OF NES � CVI19YRitl MpBgIDYdX ■ 4 ■ 5 ■ 6 ii ANONSBG Uk Architecture Prq ramming Planting 7D2 Sachem Road Stony Creek,Cr 069 Tel 203.4839900 Fax 203.483.8780 ■emaiLinfoeakvpc.com LANDING BELOW TOWER c --- ----- c1 ig HI GENERAL NOTES: ° p U I. SEE DRAMN6 ELI FOR ADDITIONAL NOTES. O GFCI I I WALK-IN (?r PRESSING W I WALK-IN IE H HI PRES5ING 02 = Z I ELEY LAUNDRY W EF HALL I ® / UTILITY G OG tly�J �yy�[ BATH M C / O C QI I \ C BATH �2 Qul EF UJ GH ® U z LADDER ABOVE za GFCI I 'AGFCIW UI H H LEDGE H H ----- w co LL MASTER EF DRESSING \ z \ Z LU QFCI 4 ��1 I BEDROOMM Q I \\ / BEDROOM 12 0 = LEDGE 5 ARGHED V OPENING —A D U a TV I MASTER _—_�—_ BEDROOM i i i / \_l GFGI CTFGI UP OF DIEC E ■ Revisions: LD ,�'m-"'•d F Date: CCTOBER 29, Scale: Sheet: p^�� E1 S /C R01B10 {O qT6 OF N0y1 � ■ 1 ■ 2 0 3 ■ 4 ■ 5 ■ 6 camaR�caaraa SERUM Ar itecture Prog ramming Planning 2 Sachem Road Stony Creek,Cr 06405 Tel 203.483.9900 Fax 203.483.8780 ■email infoeakvpe.com /II II II I li � ii B II II GENERAL NOTES ______________________________ � �.__________--__—_.- - ______—__--___---_____—_--_—____—__— 1. SEE DRAWING ELI FOR ADDITIONAL NOTES. ■ II II II II I I I -BEARING BELOW I I HATCH II II II II II _ II � II II I ` L_ — J ,/ C ^ LOUVER DAMPER LOUVER DAMPER, 10 CONNECTION CONNECTION / j j Z \ , \ DRYER EXHAIFS"T FAN I IFCI ^J Q II L J LOUVER AMPER LO VER DAMPER I I CONNECT ON---\ �\ /, G NEGTION I I I I \\\ I I CD w w LL IA Li l OUvER ABOVE OPEN TO OPEN TO OPEN TO �� �� `• Z BATH BELOW HALL BELOW DRE551NG BELOW I W .\ D Q W I I ' OPEN TO II BEDROOM BELOW I I I I I I j I I I I I I -------- I I I I � I I / � ■ i I I I I EYEBROW ABOVE I I II------------------- II__ _—II ____—_________---_ ---------------------JL _ JL--------------------- -- -- I MEGK BELOW E ■ Revisions: Date: OCTC)i 2R 919 Scale: V +r u 9 2 Sheet: s C#019 y0 ATF OF N6`n'n 1 E1• ■ 2 ■ 3 ■ wenam�unvua 4 ■ 5 ■ 6 ARBONIESKING OCK Ar itecture Programming Planning 2 Sachem Road Stony Creek Cr 0640 Tel 203.483.9900 Fax 203.483.8780 ■email info@akvpccom DOW TO RRbT FLOOR THREE-WAY SWITCH FOR DOIW TO THREE ENTRANCE LIGHTS WAY SWNCH FOR B STAIR WALL SCONCES O I NP TO CHAW2ELIE AT SECCN7 FLOOR THREE-WAY 6WTTCH L38 G 1.38 �n ENTABLATURE US ■ I 433 L33 REF L3T A 1 I L31 LTI ILIT SHELVES— taWDEfQHiERLIGHT LO €6€y �3 G ICAL-A 8353 OH G ET PEN C L Q O L5 L33 GWB CEILING L33 U Z GIVES CEILING i Z I O POLYCAST COLUMN HALL W N ENCLOSURE 433 (p WOOD POST L33 _ _ (f) W L41 L41 LdI Ldl LII W ■ � LL Z PILASTER - TTP LTT L27 W Q L22 1.T7 1.71 COO RNICE LTS LT9 z Z / \ L21 ARCHITRAVE - TYP CEILING \� Lu \\ Q 73 1 �i L30 O L27 1.78 s L24 L2 D Q LIVING,ROOM FAMILY ROOM Lu L28 L28 L23 L CORNICE L22 GAZEBO L LT \ \ L21 GWB CEILING GWB CEILING GWB CEILING \ j/ ■ \ L / LIS L CORNICE - f0 W ,A STAIR 50FFIT - TYP L11 L2T L21 LIGHTNG AND EXTERIOR U1 5� _ THFEE-WAT SWITCH ENTABLATURE ABOVE E TO OUTSIDE TERRACE LwHTNJG ■ Revisions: F Date: OCTOBER 29, scale; _ don � a• 4;,,y,�, sheet: �ki tU E2111991 TgTE OF1N0`NyO� manner 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 I 6 ^pP1C R I rchltecture ogramming Plannmg 2 Sachem Road Stony Creek,CT 06,105 Tel 203.483.9900 Fax 203.483.8780 ■email:inf&akvpc.c I B paw TO FIRST Ow FLOOR 3-WAY SNnCH. L43 L44 L43 L54 L@ L53 L53 9 L45 1-46 TTI@ y� W LK-IN Z L46 w1 L43 HALL L43 w � LM wAj_K-IN w LAUNDRY r SS L53 UTILITY L45 m L55 6 CL08rT L43 L43 U L E L46 L45 C U Q O WW BA7 ^I T z Q LLL L44 1-44 L44 L44 W T o LdT 00 /-�(�44T Qz (n L56 L56 SHIPS Cl) w O U L6I LBO w (0 CW CORNICE - e cf) La CORJICE - B MASTER D Q MAST S z W JQ z BEDROOM oU ° BEDROOM m J ARCH i MASTER BEDROOM till I E I M Revisions: i I I F Date: i OCTOBB 2D, Scale: Sheet: 2.�pd^2� 2 3 4 5 fi "OF N O N� oomtiRva�nar®pgvax �RBONfES K1 G VLOCN Architecture Programming Planning 2 Sachem Roar! Stony Creek,CT 405 Tel 203.483.9900 Fax 203.483.8780 / 0emaikinfo0akviic. m II II II II B \ , i II II II II - _ J L - - - - _J L __-__ - __________ ■ II I II II I I BEARING BELOW I I HATCH jl II I II I F II Z \\ , C W o U Z I I \ i ia — s-___-- II \ \ _oo, It II coW v W LL = / 'K' \U \\\ ,'' �^ 'K' I I I� )------------ — --- -----------'-C I I vJ — 1I LOWER ABOVE I I W J OPEN TO OPEN TO OPEN TO \` \\\ I Z Z BATH BELOW HALL BELOW DRESSING BELOW `\ 1 W > II UQ K K a D m OPEN TO \` % I I BEDROOM BELOW I I I I I I I I I I I I I I I I I I --- I \ � — EYEBROW ABOVE ��,\ I I � � ■ ---------------------� L — — JL-------------------- DECK BELOW E ■ Revisions: F Date: OCTOBER 20 1999 Scale: Sheat: ■ 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 qre v� 3`rI�0 MsAtN'N onnr�rxr wen®aax OF N`G II .rehit ftrw IT P .� 2 Sachem Road Stony Creek,CT 06405 Tel 203.483.9900 Fax 203.483$780 eMIL Idd"akvpc.cbm w _ w --- Lu " +/ � iii � ❑ p LL WU pQ in CY ii in g o w ' IL B t /Z Ni (2) 1 5/4 X 14" LVL N -- ---- ------ PA ❑ I ---- - -- - --- --- TOp OF w - ------ ---- ------ -----------=rte=--- ---------1 ELEVATOR PIT SLAB ( w� TYPICAL ANGHORA6E DETAIL �' M SUMP PIT a 1'-O" BELOW TOP OF BASE ll 4ENT SLAB. ❑ ATTACH COLUMN TO FOUNDATION WALL WITH SIMPSON LTTI41, USING -----"--"- -- HILTY HY150 INJECTION 1 } In ADHESIVE SYSTEM WITH y 14" LVL j n (1) 5/6" HIT OR HAS STD �� O0. J j A J STEEL ROD EMBEDDED. i u- v V 1 Y I� PIPE COLUMN 6" INTO WALL AND I� STEP FOOTING _ - X X CONTINUOUS STEP FODTINb LOCATED 5" IN FROM . , ~ .� .� UP TO 2ND. FLOOR OUTSIDE FACE OF 10" STEP FOOTING '_r ® m _ m STEP FOOTINb 4�� �D C FOUNDATION WALL. STEP FOOTING STEP FOOTING FOR STONE FAGS ` r ry _ --1 n------ 1 (2) 1 5/4-X 14" L_YL= -- ---- -----__._ -__- . ` (2) l X I " LVL '— LI f-- ! (2) 1 /4 X 14" LVL ------ - � ��-� _ REINFORCE STAIR SLAB 4 -6" WITH EPDXY COATED MESH ,�-- - ------- --- -- - - - --- -- ---- -- i FOOTING PB r- ---- - -- - -- -- - - , ! 3'-6" X 3'-6" X 12" DEEP 3 I/2" NOMINAL -----------� / ,� - - -- -- -- --'-- - - -- -- --' ! W/ (5) #4 EACH WAY BOTT PIPE COLUMN 2 0 Z ! ! PIPE COLUMN 41.11 PLF FOOTING 2'-0" WIDE X 120 THICK W 1� S 1/2" NOMINAL DIA. q-1 TYPICAL 4 (2) #5 REBAR CONTINUOUS ❑ Q --- ---�- —; 5" CLEAR FROM BOTTOM -O" AT —_ 5/4" BASE PLATE LOCATIONS , Z / CHIMNEYS —i I_ _-- -----J SEE TYPICAL DETAIL --- ---__J- r = i z J 9 _ _ !i ! ry w FOOTING FOOTING ! — (A CANTILEVER 5" SLAB ON GRADE ,y.-.:; ,., � 2'-O" X 2'-0" 2" DEEP 2'-O" X 2'-O" X 12" DEEP S _ O 5" SLAB 9" FOUNDATION WALL �— EDGE OF SLAG V J W WITH EPDXY COATED , W/ (5) #4 EACH Y BOTTOM W/ (5) #4 EACH WAY BOTTOM N F - ON GRADE MESH --- - --- PB'E-COLUMN - --------r' - r PIPE COLUMN ' - _ `fl SEE TYPICAL DETAIL FOR W I LJ 5 1/2" NOM. DIA. 41.11 PLF ' ..; n v ® , REINFORCING 5/5" BASE PLATE 5/PS" BASE PLATE — SEE TYPICAL DETAIL SEE TYPICAL DETAIL I �- �❑ { [.-' < '; >•„ O -In 4" LEDGE FOR STONE FACE D w z W m 0 ❑ ❑ PA 5' SLAB ON GRADE 5' SLAB 4' LEDGE FOR STAIR SLAB. � Q �ON GRADE STONE FACE STACKED O _—_ ON SLAB EDGE V OP SLAB ❑ ❑ ❑ ❑ ❑ FOOTING 4'-6" X 4'-6" X 12" DEEP ❑ m WITH (4) #4 EACH WAY BOTTOM i 10" CONCRETE WALL 10" FOUNDATION WALL TYPICAL UNLESS NOTED A, PA PA r� SEE TYPICAL DETAIL FOR REINPORGINb 6„ CONCRETE STEPS ABOVE FOOTING 2'-0" WIDE X 12 " THICK E y TYPICAL UNLESS NOTED (2) #5 REBAR CONTINUOUS 5" CLEAR FROM BOTTOM ❑Revisions: I FOUNDATION PLAN AND FIRST FLOOR FRAMING PLAN 51.1 v4%1'-w NOTES: 1. ALL TJI FLOOR JOISTS SHALL BE FLUSHED FRAMED. FRO JE(f T NORTH F -�•�, Date: Scale: _ Sheol: s,yTC#0r91�0.y04� 51 .1 R 4F NE•`N ] 1 ❑ 2 ❑ 3 ❑ 4 ❑ 5 ❑ 6 1 Ar(hiteclure Programming Planning 2 Sachem Road Stony Cree),Cf 06905 Tel 203.403.9900 Fax 203.483.8780 email mfolakvpccom en W (2) 1 5/4 X 9 1/4" LVL 2X6 ® z 9 TYPICAL (LOW) I6' O.G- 9 TYPICAL w m0 x ----__ (S) 13/4" XII 7/S" LVL Ll O END BEARS ON 10" CONCRETE WALLof (S) 1 5/4" X 11 '1/5" LVL % " # - + +' .` `+ �, Q O 00 END BEARS ON 10" CONCRETE WALL i .r + "^'+ �A-`+'.+ P 4 t , `. '�,\ �L WALL BELOW SEAM —� i * `%j/ x ,pU \,•,\ + '- W - LL RA X B SHEATH WITH 5/8" PLYWOOD TO WALL ABOVE BEAM BRACE STAIR TOWER '1t'A! _______ I =,__ appy• BLOCK BEHIND ALL PLYWOOD PANEL WdiM NAIL PLYWOOD PANEL EDGES WITH IOd ® 4" O.G. b^+o:G PB /4 X 5 1/4 PSL i ---------------- ------ +* (2) 13/4 X II 1/8" LVL PAB PA J 5 1/4 X 5 1/4 PSL (S) 1 5/4" X II -1/5" LVL in _ 2 1 5/4 X `---- —— 0.ir X LF F C I I FAB 5 1/4" X 5 1/4" FSL I = ® N n I FAB 5 1/4" X 5 1/4" PSL _-_(S) 1 5/4 X II 1/5" LVL �I (5) 1 5/4 X II '1/5"" LVL IDA ------ - -_--- 666 (S) 2 II/Ib" X Ib" PSL r -- � BEARING WALL C? ¶ L� �__. L4__� II_._II ABOVE AND BELOW Z ___----- -- -------------) PGB if ________________...f(�■)'_ -{ S 1/2" NOMINAL PIPE COLUMN -- --- 9.11 PLF ---------- ---------------- U Z - ------------ ---- T ❑ FAB PAB 7 ;- \, W W �� (( 1 t- -- W FAB ~ O W I Z - f � - SEE ATTIC Cc 0. r _ FRAMING PLAN D L = ® FOR FRAMINGui `^ i PAB - 7 1 r Q p = Ppb . PAB I m m Q Q ---- ----------- - --------------- -- 4 O ----------------- ------------ ILI `---------------,__-- --- - PAB 5 I/4" X I/4" PSL --_ �--- W (5) 1 5/4 X II 7/8"" LVL (5) 1 5/4 X II "US"" LVL � (S) 13/4 X II '1/8"" LVL - — - — CO. — — PB 4" X 6" 50LID X O ( X 5 1/4" X 514" PSL 4BX 6" SOLID IX � (Iry N ------- -- -- - ®� E - 2`x 1a-- ---- J PB4X4SOLID ANCHOR COLUMN TO HEADERS, WITH SIMPSON T522 TWIST TIES, USING 16-16d NAILS. ❑Revisions: I SECOND FLOOR FRAMING PLAN ON FIRST FLOOR PLAN 51.2 u4'+ W I NOTES: 1. ALL TJI FLOOR JOISTS WILL BE FLUSHED FRAMED. PRO.JEC T F NORTH ti` 'u, Dater 1U5(99 Scale: Sheet: v� ^ ,F s'T� iln191�Ay0� F-1 � ❑ 2 ❑ 3 El PE OF NES � ❑ a FI MONERM Ard!teeture Prep mmmg I ig 2 Sachem Road Stony creek,Cr 08405 Tel 2039839900 Fax 203.463.8780 email mfoeakvpcwm " ANCHOR ENDS TOGETHER WITH Q� BENT 18 6AOE STRAP NAILED TO w �i OUTBID FACE. (TYPICAL) 8 W 10 POST CONTINUOUS FROM ❑ W U FIRST FLOOR TO ROOF ----- (2) 1 3/4" X II 7/6" LVL Z 3 1/2" X 5 1/4" PSL i ---- (TYPICAL) Q TYPICAL AT STAIR TOWER :' Q — .0 j - -.._..-- - ---- W Ell it i EDGE OF ROOF BELOW FLAT GEILIN6 ABOVEr- STAIRS X ----- ---- x 'Y1 "- 4X6 SOLID PA 14X6 SOLID El J � IIII ' POST UP TO ID6E CONNECT ENDS OF HEADERS uoi - I ' - (2) 4X 4 SOLID TOGETHER WITH 16 6A6E - 1 ------�- -------- `--- N 2X12 BENT LED OUTSIDE rnFAGEpITYPICAL _ X I?7/6" X ry ry AT EACH POST. L _ j — J - r 1 CONTINUOUS (2) 2 X b TOP PLATE EACH SIDE. c (2) 2 X 10 SIMPSON A55 ANCHOR AT EACH RAFTER-TO-PLATE TYPICAL I ® `+ CONNECTION. Z L-_._-----PAs - —___.(311_ 7/6" LVL FAB _�- (3) 13/4 X II 7/ ' LVL Q (2) 2X10 LVL - JI' GEILIN6 BEAM (3) 1 3/4 X 11 7 " LVL --- --------i -- --------- ---_._1 -------- --- ---- I _ I- J I-- _ (2) 1 3/4 X 9 1/4" LVL r 1 ---------_-_ -__ GEILIN6 BEAM > if U tJ U N Z —__ - \ 1 1 1 Z O IL Q O z m -1 __ _ \ ■ • 0 i z_ a w \ ❑ U Z J --.._.__ _ _ K 2 X 10 LVL 1 9mp __ _ U K HEADER, TYPICAL 911 CO U ANCHOR TO POSTS f 0 V J W W WITH SIMPSON TS22 O W 9 �' a ~ _ cal TWIST STRAPS .o w F" O A _ O X = r m a w o .d,_ v2 X 6" TYPICAL W Z ® I O Q r ® = I D L.L �- 0 m Z D a n6 2X 6 RAFTERS i _ - Z TYPICAL I Y J W Q i � Q IN, - - g O I 1 \, ,i� 1 3/4 X 9 1/4" LVL ❑ W ---__-- ---- PAB (2) 1 3/4 X 11 7/6" LYL Ppm _— ------ SLOPED. TYPICAL m Q - — - PB 4X 4 SOLID �_ _---- ---- --- ----- --- - ------ --- I - 1 BUILD KNEE BRACING AT EACH SID OF --- - - - - COLUMN, BOTH SIDES. ('TYPICAL) W -- - - -- - E I ATTIC FRAMING ON SECOND FLOOR PLAN El Revisions: 51.3 �4•=r-o• NOTES: I. ALL TJI FLOOR JOISTS WILL BE FLUSHED FRAMED. PROJECT NORTH Date: 1I5I99 Scale: 1/4 Sheet: ❑ I ST�� #07910a�OQ` S1.`� BOF NES El ❑ 3 ❑ 4 n 5 n Arclu ecture P raving 2 Sachem Road Stony Creek,Cr 06405 Tel 203.483.9900 Fax 2Z483 9780 email:mfo"alcvpe corn i LU o i I iqV 4LL4 (L ¢ t SEE ATTIC FRAMING 2X8 (TYPICAL) CQ W PLAN 1 514" X 1 1/4" LVL (TYPICAL) B BEVEL TOP OF SHORE STAIR TOWER HIP BEAMS ANCHOR LOW END UNTIL PLYWOOD IS SIMPSON HAN6ER A-35 INSTALLED z z U� Ua ❑ kz kz w lu 4a SEE ATTIC N N 2 X 10 16" O.G. TYPICAL - --- - ! - FRAMIN6 PLAN - --- --- -- (2) 2 X 10 i N,2" D FB 4 X 4 SOLID C ® ry n OVER BUILD n n n x RIDGE BEAM ry (2) 13/4" II 7/8" LVL W 1 (2 2X10 ROOF BELOW ROOF BELOW L J SEE ATTIC FRAMING PLAN \Q SEE ATTIC FRAMING PLAN W cr-= - — PB S2.2 0) 5 1/4" X 5 1/4" PSL W (2) 2X10 P ST UP TO RIDGE AM W I b X 6 SOLID (2) 2X10 RIDGE BE M (S) 13/4 11 '!/5" LVL Y-� INV ��I/'-l� 1 (2) 2X10 1 —� �— ry (2) 2X10 vJ W U¢Y GANTI V NTILEVER — _`. Z z 2X10 0 Ib" O.G. 1 \ 2X10 a 16" O.G. J W �e^ a a (0 3: z X O NOTE: 'Q z_ - `� U 0_ REST ROOF RAFTER ❑ m 0.� ON TJI BELOW. x `ryl I ' u_ ro u- BLOCK BETWEEN TJI'S a O O AT RESTING POINT. V (TYPICAL) w M w . i o II o x a LJ\' PB PB / S x ry k x \\ b X 6 SOLID 6 X 6 SOLID �� X// .7j8ry E - 0- 2X10 5 1/6 "X 12" GLUE-LAM -- - SEE SPECIFICATIONS FOR - _-- ---_---___------_-----. GLUE-LAMINATED TIMBER Revisions: U -------------- J ❑ A I ROOF FRAMING PLAN ON ATTIC PLAN 51.4 WNW NOTES: I. ALL ROOF RAFTER WILL BE FLUSHED FRAMED TO HIPS OR RIDGE BEAM. PROJECT - PROVIDE STEEL HAN6ER5 F NORTH Da}e 115199 Scale: y 9Tff OF NES ❑ 1 p 2 ❑ 3 0 4 ❑ 5 0 6 -- --------- rogramming STRUCTURAL NOTES Planning ! FRAMING LUMBER AND TIMBERS 1 . All structural work shall be coordinated with architectural and mechanical drawings and shall conform to the project 1 . All framing lumber work shall conform to the following governing standards: 2Sachem Road specifications, including the New York State Building Code and the local governing building code. on, "Timber Construction Manual, 2S��E,1 A. American Institute of Timber Constructi " latest edition. 2. Contractor shall provide temporary shoring, bracing, sheeting and make safe all floors, roofs, walls and adjacent property FaxTel 20.48 .8700 P P Y g. 9. 9 J p P Y B. National Forest Products Association "National Design Specification for Wood Construction," latest edition. Fax 203.483.8780 as project conditions require. The contractor shall be responsible for means, methods, techniques, sequences or procedures emak-mf0%kVPC0 Im of construction; for coordination of the work of all trades, and for safety precautions. 2. Framing lumber shall be of the following minimum grade and specie for the specified use. All lumber shall be 3. Dimensions and elevations of existing construction given in structural drawings are based on information contained in grade-stamped by a recognized grading agency and shall be surfaced dry. various original design and construction documents provided by the Owner, and limited field observations and measurements. The contractor shall verify all information pertaining to existing conditions by actual measurement and Rafters: Douglas Fir Larch #2, F6=900 psi, E=1 ,600,000 psi w observation at the site. All discrepancies between actual conditions and those shown in the contract documents shall be Joists: Douglas Fir Larch #2, Fb=900 psi, E=1 ,600,000 psiLU reported to the architect for his evaluation before the affected construction is put in place. Studs: Douglas Fir Larch Stud Grade, kiln dried, Fc=850 psi, E=1 ,400,000 psi Z W Plates: Douglas Fir Larch Stud Grade FOUNDATIONS 9 Beams Douglas Fir Larch #1 , Fb= 1000 psi., E= 1 ,700,000 psi. tai J QU U. 1 . Building foundations shall bear on firm undisturbed soil having minimum bearing capacity of 4000 psf. Adequacy of ❑ bearing stratum shall be verified in field and inspected by the local building department prior to placing concrete. Adjust Posts Douglas Fir Larch #1 , FC= 1000 psi., E= 1 ,600,000 psi. zQ tido bottom of footing elevation as required. 3. Nailing shall conform to New York State Building Codes. N Q w 2. All exterior footings shall be placed a minimum of 3'-6" below final grade. 4. Where framing lumber is flush framed to MICRO=LAM, glu-lam or steel girders, set the girders 1 /4" clear below top of 0 d 3. Do not place backfill against basement walls until all floors bracing these walls are in place and the concrete walls framing lumber to allow for framing lumber shrinkage. 3 °0 , Z have attained their 28 strength. 5. Stud bearing walls are to be 2 x 4 @ 16" o.c. at the interior and 2 x 6 @ 16" o.c. at the exterior. �- 4. A line connecting the nearest points of the bottoms of any two footings shall not have a slope greater than 6. All rafters and joists shall align directly with studs below; where required install additional studs. 1 vertical to 2 horizontal. 7. Use double studs at ends of walls and ends of wall openings. B CONCRETE 8. Use double trimmers and headers at all floor openings where beams are not designated. 1 . All concrete work shall conform to the ACI "Building Code Requirements for Reinforced Concrete" (ACI 318), latest 9• Lap all plates at corners and at intersection of partitions. edition. 10. Unless noted otherwise, provide headers over all openings as follows: Interior walls (2) 2 x 10's, Exterior walls (3) 2 x10. 2. All concrete shall be normal weight concrete with a minimum ultimate compressive strength of 3000 psi at 28 days. Alternate: use 9 1 /4" LVL members. 3. Reinforcing steel shall be deformed bars conforming to ASTM A615, Grade 60. Reinforcing steel shall be detailed 11 . Unless noted otherwise, at the ends of all beams, headers and girders, provide a built-up or solid post whose width is at least according to the ACI Manual of Standard Practice (ACI 315), latest edition. equal to the width of the member it is supporting and whose depth is 4" at interior walls and 6" at exterior walls. Where 4. Comply with the recommendations of ACI 306 for cold weather concreting and ACI 305 for hot weather concreting. posts are specified on the drawings, they shall be solid timbers, not built up from studs. 5. Welded wire fabric (WWF) shall conform to ASTM A185, . with a minimum ultimate tensile strength of 70,000 psi. 12. Provide cross bridging at maximum 8'-0 o.c. for all joists. No new or existing joists shall be cut or notched without ❑ 6. Coordinate size and location of all openings and pipe sleeves with architectural and mechanical drawings. Minimum approval. MANUFACTURED WOOD PRODUCTS: concrete between sleeves shall be 6". 7. All grout shall be nonshrink with a minimum compressive strength of 5000 psi. 1 . MICRO-LAM (LVL) Beams: Manufactured by Truss Joist MacMillan Corp. Fb=2600 psi, E= 1 ,900,000 psi (or 8. Slabs on grade shall be 5" thick poured over a 6" layer of porous fill with a 10 mil. polyethylene vapor barrier approved equal) between slab and porous fill. Provide 6X6 W2.0 X W2.0 welded wire fabric placed 1 " from top of slab in all slabs 2. Parallam Beams (PSL): Manufactured by Truss Joist MacMillan Corp Fb=2900 psi, E=2,000,000 psi on ground. 3. TJI members: Manufactured by Truss Joist MacMillan Corp. (or approved equal). 9. Rat slabs at crawl space shall be 3" thick poured over a 4" layer of porous fill with a 10 mil. polyetylene vapor barrier PLYWOOD between slab and porous fill. Provide 6X6 W1 .4 X W1 .4 welded wire fabric placed at mid-depth. 1 . Plywood sheathing shall be RATED SHEATHING and APA grade stamped for specified span, shall be made with exterior CONCRETE BLOCK glue and shall be of the following thickness: Roof 5/8", Floors 3/4' , Walls 1 /2". Index stamp shall be visible on all sheets. 1 . All concrete block work shall conform to the "National Concrete Masonry Association Specifications," latest edition. 2. Concrete block shall conform to ASTM C90, Type 1, with F'm=1500 psi on net area. 2. All plywood shall be glue nailed to floor joists using APA approved construction adhesive (B.F. Goodrich 3. All mortar shall be ASTM C270, Type S. PL400 or approved equal.) 4. All block dimensions indicated on structural plans are nominal dimensions. 3. Use plyclips or other edge support as required for plywood sheathing. 5. All concrete block below grade shall be filled solid with mortar. 4. Leave 1 /16" space at all plywood panel end joints and 1 /8" space at all panel edge joints. Z 6. Concrete block below beam bearing points shall be filled solid for a minimum of two courses in depth and a sheets. minimum of 32" in width, u.o.n.. ❑ w 0 7. Where a wood post or steel pipe column bears directly' on a block wall, fill all blocks solid within a width of 32", centered WOOD CONNECTIONS U Z W on the post or pipe column, down to the foundation. 1 . Joist hangers, cross bridging and all connectors for wood construction shall be galvanized steel as manufactured by z J W Simpson or approved equal. Special nails as supplied by manufactured shall be used for required nailing. 2. Provide galvanized metal post bases and post caps at all posts. Select post bases that are designed to be anchored to Q foundations with bolts or plates embedded in the concrete. 3. Provide metal beam hangers at all joists flush framed to beams. Where beams are flush framed to other beams, use top W Q flange metal beam hangers. UJ I en 4. Provide metal hurricane anchors at each rafter. Simpson H5 or H7 or as required by local building code. p CC � H 5. Rafters framed flush to structural ridge beams shall have hangers. STRUCTURAL STEEL W z I Z 1 . All structural steel work shall conform to the following governing standards: Z J A. AISC "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings, "latest edition. B. The American Welding Society (AWS D1 . 1 ) "Code for Welding in Building Construction," latest edition. .J 2. All structural steel shall conform to the following ASTM specifications: 0 A. Plates and sections: ASTM A36. U U B. Pipe Columns: ASTM A53, Grade B Q cr C. Tube Columns: ASTM A500, Grade B. ❑ WF_ D. Bolted connections of beams or girders are to be made with ASTM A325-SC bolts (3/4" dia. min.). M co E. Anchor bolts: ASTM A307. O PIPE COLUMN 3. Welding shall be performed by welders certified b AWS. Welding electrodes shall be ASTM A233, Class E70XX ' 4. Shop paint exterior steel members with Tnemec99. Field paint as per Architectural drawings and Specifications. PA POST ABOVE 5. Bolt all steel columns to stud walls at midheight with 1 /2" thru bolt. Brace columns at floor framing as per typical detail. ® , P8 POST BELOW 6. Shop and erection drawings shall be submitted to the structural engineer for review and approval. No fabrication of steel ■ PA8 POST ABOVE t BELOW shall commence without approved shop drawings. Shop drawings shall conform to customary AISC detailing standards. PCB PIPE COLUMN BELOW Fabricators shall be AISC certified. E STEP IN FOOTING FOUNDATION WALL BEARING, WALL ABOVE BEARING, WALL BELOW HI OW U RAFTER El Revisions: NEW JOIST NEW BEAM H16H LOW SLOPING BBAN GRANGE IN FLOOR ELEVATION j! 9 F Dare: -IFN .r� s�a1e: i a �• �5` :, A5 NOTED Sheet: �Np�#n1910N-1��� S2.0 &of N6`N ❑ 1 ❑ 2 ❑ 3 ❑ 4 ❑ 5 ❑ 6 I - -- -- -- ARMONK Architecture Programming Plannhlg 2 Sachem Road Stony Creek,CT 00405 Tel 203.48393(10 Fax 203.483 8780 email:info akvpc.com 3/4" A307 BOLTS. 4' 4" w _ I PER BEAM- X W Qi W 2 I/2' END DISTAN E ❑ tZ D F LL - ° V 3 1/2" HINIMUM BEARING STEEL GOWMN O EACH BEAM i 5/16' STEEL HI�3/16'PLATELE HOLES. i i 5/166 5 LLwaTEs eD Z 8 W I I —3/4" A307 THRU BOLT 1/4' I STEEL_COLUMN B SEE PLAN I I I x—x x—x—x-1 — SEE PLAN I I NOTE, 3 1/2' MIN. BEARING. 0Oao800 pp°00000 X SLAB ON GRADE O oo`�000v� � SEE TYPICAL DETAIL. , - SEE PLAN TYPICAL LVL GIRDER CONNECTION TO - x-x-xx-x- 5IN6LE-L11=7 STEEL COLUMN ]5A 03 I �000L0000�8000° 0000 �\ Vii\ 0c, oe o0 0 �\ \ 1/4„ PLATE o0 �� PE COLUMNrI/4"0COMPACTED SUB6RADE 7YF I CAL 57EP IN TYPICAL LVL BEAM CONNECTION 5LAP ON GRAPE r;) 7A 1 L TO CONTINUOUS PIPE COLUMN C 2 `X' (MIN) STANDARD HOOK (fYPIGAL) O I n n X L FOR REINFORCING SEE NALL SECTIONS } w o 1 —el' MIN cONTINuou5 HALL FOOTING ❑ U zZ W w w 0 � � 1/4 TYPICAL DETAIL W W STEPPED WALL FOOTING u) coCC Ln < = COLUMN D IL Fw— r '11 � I 5/H' BASE PLATE V J^ O W z I Z z I I Ir J Q BOTTOM ELEVATION OF BASEPLATE 3 6" ALL4 ® 2'–O" O U GOAT STEEL ENCASED AROUALL AROUND Q TOP E FoarING IN CONCRETE WITH 2 GOAT ND OR PIER ASPHALTIC PAINT. STEEL COLUMN LIm OR APPROVED EQUAL NOTE: LEVELING b" ' PLATES ARE NOT BOLTS. EMBED I'-4" IO"XIO"X 3/4" STEEL- BASE PLATE ° a PERMITTED. MAX OR TO WITHIN /4 ON 3/4" NON5HRINK GROUT 3" OF BOTTOM OF oQO O O _ O OoQO FOOTING. X_SOLIJMN J �O 2" CLEAR / Oo BASE PLATE O ° - 3" CLEAR n < � E + a e e SEE PLAN N I I/2' TTP 4 ® 12" BARS 3" CLEAR SEE PLAN FOR FOOTING SIZE EACH WAY AND REINFORCEMENT- BEAR (2) 3/4" A307 ANCHOR BOLTS ON FIRM AND UNDISTURBED E]Revisions: TYPICAL DETAIL-COLUMN BASE AT DIACONAL CORNERS SOIL TYPICAL F=OOTING DETAIL PLATE FOR PIPE/TUBE COLUMN EMBED 9" F=OR MASONRY CHIMNEYS 5CALE. I"= I'-0" y TYPICAL DETAIL- PIPE/TUBE COLUMN ON POOTI NCS F SGALE: I"= 1'-0" Date: 1/5/99 AS NOTED Sheet: .i S2.1 +rots+°°yon ATB OF NES ❑ 1 ❑ 2 ❑ 3 ❑ 4 El ❑ 6 AtchiteetUre : Programming Pbrinmg 2 Sachem Road Stony Creek,CT 06405 Tel 203483.9900 Pax 203.483.8780 emaik ird'o@akvpc.com c z ❑ _j90ail rL 4 w o om 8 w rE B El a w J ' U N • (2) #4 TOP LAP I'-10'• C \ - I/2" DIA- ANCHOR BOLTS AT END , CORNERS .n. - I AND &'-O' Or,. EMBED 4" EACH WITH 4", 90S6 DE6RBE HOOK N 9a°A9O't 90LT ❑ U-i 'ys mw PLATe'e'Y'lCLD TO LI 9ADDLe A1ID BOLT TO NIP B 11bTL 1N PIM BEAM < 0 V3•LAiS eGlm'l PLA'R'B' J v OTJ9 9'.(4)TOTAL ■ • J a LVL RIGOR BGM•A• NpFU1 BOITOFI Q ItlP�1G I %4 24" eeAR c!1'A• ® m WF 2 W PULL 4° D W 0 v PEN Z z D Jw a 9Tm 9AppLe F7.OM I h / V 0 U C- I/4" 4�� snooLe ( ) wove eeAir x• U �I('��^' O ❑ m (3) #4 BOTTOM — • LAP I'_IO" PLAN DETAIL = ELEVATION DETAIL 933 5GALE, -I/2'= Ib• 3" CLEAR s3.3 SEE PLAN- E SEE PLAN 2'-0" MIN T`rf=ICAL FOUNPATION WNALL flr=TAIL []Revisions; F Date: �•, ,.. ;,>� n15199 SCOe: AS NOTED IliIor 'r�n' �, Sheet: T /O#n19��A{07 `iTg OF Ni;� ❑ , ❑ 2 ❑ 3 ❑ 4 ❑ 5 ❑ 6