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HomeMy WebLinkAbout29311-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30673 Date: 01/05/05 THIS CERTIFIES that the building ALTERATION & ADDITION Location of Property: 6150 MAIN BAYVIEW RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 78 Block 4 Lot 44.2 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 21, 2003 pursuant to which Building Permit No_ 29311-Z dated APRIL 21, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATION & ADDITION TO EXISTING SINGLE FAMILY DWELLING INCLUDING 3RD STORY AS APPLIED FOR AS PER NYS PETITION #2002-0427. The certificate is issued to MICHAEL F & JOAN COLAVITO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 52557 04/10/02 PLUMBERS CERTIFICATION DATED 06/06/02 LAKELAND PLUMBING 7i7 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. 29311 Z Date APRIL 21, 2003 Permission is hereby granted to: MICHAEL F & WF COLAVITO 198 DERBY ST EAST WILLISTON,NY 11596 for ALTERATION & ADDITION TO AN EXISTING ONE FAMILY DWELLING INCLUDING 3RD STORY AS APPLIED FOR PER NYS VARIENCE. THIS PERMIT REPLACES BP#27044 . at premises located at 6150 MAIN BAYVIEW RD SOUTHOLD County Tax Map No. 473889 Section 078 Block 0004 Lot No. 044 . 002 pursuant to application dated APRIL 21, 2003 and approved by the Building Inspector to expire on OCTOBER 2 , 2004 . A Fee $ 786 . 80 ` rr utho ized ignature f ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 27044 Z Date FEBRUARY 6, 2001 Permission is hereby granted to: MICHAEL F & WF COLAVITO 198 DERBY ST EAST WILLISTON,NY 11596 for ALTERATION AND ADDITION TO AN EXISTING SINGLE FAMILY RESIDENCE WITH THE TOWN TRUSTEES, NYS DEC APPROVALS AND FLOOD PMT. at premises located at 6150 MAIN BAYVIEW RD SOUTHOLD County Tax Map No. 473889 Section 078 Block 0004 Lot No. 044 . 002 pursuant to application dated SEPTEMBER 19, 2000 and approved by the Building Inspector. Fee $ 786 . 80 Aut o ized Signature ORIGINAL Rev. 2/19/98 w Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00, Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 U Date. ( / �/rJ3 New Construction: V Old or Pre-existing Building: (check one) Location of Property: U50 Mair Bayview Road House No. Street Hamlet Owner or Owners of Property: Joan C o l av i t o Suffolk County Tax Map No 1000, Section `c� Block Lot �• Subdivision Filed Map. Lot: Permit No. 27044—z Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: Y (check one) Fee Submitted: $ Applicant Signature C0 -Z30 � � LAKELAND PLUMBING & HEATING 231 Peconic Street Ronkonkoma NewYork 11779 631-588-3079 6 June 2002 To Whom it may concern: Reference:6150 Main Bayview Avenue Southold NY NO LEAD SOLDER Please be advised I Richard Brown,owner of Lakeland Plumbing and Heating state that there was NO LEAD Solder used on the renovation of the Colavitos house. SincerV8mL---, Richar Lakeland Plumbing _jx�D � ALICE A.BROWN NOTARY PUBLIC,State of New York No.01 BR5026162,Suffolk County Term Expires April 11,20_10/„ LAKELAND PLUMBING & HEATING 231 Peconic Street Ronkonkoma Now York 11779 631-588.3079 9 Aprll 2002 To Whom It May Concern Reference Type solder used during renevstion of 6150 Main Bay*wAve. Please be advised I Richard firawm,owner of lanced Plumbing&Heating,used only LW fgEE S�a D. .�on all the water lines Installed at 6150 Main Bayvlow Avenue Town of Southold,NewYork Sincerely, 1 r Electrical Inspection certificate Date Electrical Inspection Service, Inc. Aolication# 4/10/02 375 Dunton Avenue 52557 East Patchogue, New York 11772 (631)286.6642 Issued to: Colavito Street: 6150 Main Bayview Rd Village: Southold Zip:99971 Town:Southold ""pec" ion: Block: Lot: Introduced by: Absolute Electrical Services Inc, (L) Lic.# 4440-E was examlhed and found fo be!n eompUanre with the ftft ra/Electrical Coda F1 Commercial ❑NV Defects O Pool W lst Floor W Indoor Ll Basement ❑ Hot Tub ( Residential ❑ Det. Garage ❑Attic Wi 2nd Floor �Outdoor Ell Addition []Survey Switches Receptacles Fixtures GF1 Heaters A/C Fans 57 60 46 6 6 Dishwasher Washer/Amp DryeNAmp Oven RangelAmp Garbage Disposal 1 1 20 1 30 1 40 Furnace Oil Gas Circulator Smoke Defector Bell Transformer 7 1 Meter Amps Phase UG/OH Telephone Television Carbon Monoxide 1 200 1 ❑ ❑ 2 366?mp water heaterje%tric heater 1 5'14-8"14-614- 2'11 kick Helaters'1.1 Aalcr heater Hugo S. Surdi President Rough Inspection: 615101 Inspector: Ed Scavelli Final Inspection: 4/9102 Inspector: Ed Soavelli This certificate must not be altered in any manner,Inspectors may be Identified by their credentials .A E- STATE OF NEW YORK DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 1 223 1-000 I GEORGEE. PATAKI GOVERNOR In the Matter of the Petition of: RANDY A. DANATE S[CRETARY OR STATE Michael F. Colavito DECISION For a Variance to the New York State Uniform Fire Prevention and Building Code PETITION N0.2002_0427 `_`"""""'-----------------��____ Revised 10/12/04 Upon_the - application of Michael F. Colavito,filedP ursuant to 19 NYCRR 450 on other papers in this matter,the Department makes the following determination: April 16,2002,and upon all NATURE OF GRIEVANCE AND RELIEF SOUGHT The petition pertains to the alteration of an attic and a third story addition of an existing dwelling occupancy, two stories in height, of an (Al) 9 , type 5 (Wood frame) construction, approximately 3,200 square feet in area, located at 6150 Main Bayview Road, Town of Southold, County of Suffolk, State of New York. The petitioner is seeking relief from: 9 NYCRR 705.2(b),which requires that buildings of Type 5 construction are permitted to have a ma height of two stories above a basement or cellar or above finished grade where there is no basementmaximum [The petitioner requests relief to allow a bedroom and bathroom to be constructed Within the existing or cellar. new addition of an existing one family dwelling which Will constitute a three storybuilding of g of and construction for an Al occupancy.] 9 type 5b FINDINGS OF FACT 1. The building that is the subject of this petition is located within a community that has a number of three story wood framed single family dwellings,which are pre-existing and non-conforming. 2. A bedroom and bathroom are to be built within the existing roof and new addition which Will constitute a three story building of type 5b construction for an Al, single family,dwelling. 3. The Petitioner proposes that the habitable spaces located on the third floor will have at least one window that will provide an emergency opening that will conform to section 714 of the Uniform Code. 4. The petitioner has proposed to install fire and smoke detecting devices on the third floor, interconnect them with devices on the lower floors, and be tied into a central station. WN"N.DOS.STATE.NY.US • E-MAIL: INFO DOS.STATE.NY.US REovcLED~ER Petition No.2002-0427 Page 2 5. The Petitioner has proposed to install a domestic sprinkler system in the entire third floor and the stairway leading down to the second floor in compliance with NFPA 13D. 6. The Petitioner has proposed that the addition and alterations will meet all other applicable sections of the Uniform Code. 7. The local Code enforcement official has been consulted in this matter and does not object to the granting of a routine variance under the provisions of 19 NYCRR 450.6. CONCLUSIONS OF LAW Strict compliance with the provisions of the Uniform Fire Prevention and Building Code would produce a negligible additional health, safety and security benefit to the occupants of the building. DETERMINATION WHEREFORE IT IS DETERMINED that the application for a variance from 9 NYCRR 705.2(b),to allow a bedroom, recreation room and bathroom to be built within an existing attic area of an existing single family dwelling which will constitute a three-story building of type 5b construction for an Al occupancy; be and is hereby PROPOSED TO BE GRANTED with the following conditions: 1. That the petitioner installs fire and smoke detecting devices on the third floor, interconnects them with devices on the lower floors and cellar and be tied to a central station. 2. That a domestic sprinkler system is installed in the entire third floor and stairway leading down to the second floor in compliance with NFPA 13D. 3. That the alterations and addition will meet all other applicable sections of the Uniform Code. This DECISION is issued under 19 NYCRR 450.6. Unless obiected to by the petitioner in a writina received by the Deoartment, the decision shall become FINAL after fifteen days of receipt of the decision by the Parties This decision is limited to the specific building and application before it,as contained within the petition,and should not be interpreted to give implied approval of any general plans or specifications presented in support of this application. Ronald E. Piester Director, Codes Division DATE:/o`/ RAS:sg NYS DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION Variance.Attest List Petition No: 2002-0427 The persons below are advised to TAKE NOTICE of the attached document. The attached document pertains to a petition for relief related to code requirements. If there are any questions, call (518) 474-4073 and ask for the Variance Unit. Please refer to the petition number in all related conversations or correspondence with us. MICHAEL VERITY TOWN OF SOUTHOLD BLDG DEPT PO BOX 1179 SOUTHOLD, NY 11971 LOUIS R. MORANDI ARCHITECT, PC 333 SEVENTH AVENUE NEW YORK, NY 10001 MICHAEL F COLAVITO 198 DERBY STREET EAST WILLISTON, NY 11596 10/12/2004 Page 1 of 1 r � 1 STATE OF NEW YORK f'VifS U 2003 DEPARTMENT OF STATE 4 1 STATE STREET ALBANY, NY 1 223 1-0001 GEORGE E. PATAKI RANDY A. DANIELS GOVERNOR SECRETARY OF STATE In the Matter of the Petition of: DECISION Michael F. Colavito For a Variance to the New York State PETITION NO. 2002-0427 Uniform Fire Prevention & Building Code ------------------------------------------------------ Upon the application of Michael F. Colavito, filed pursuant to 19 NYCRR 450 on April 16, 2002, and upon all other papers in this matter, the Department makes the following determination: NATURE OF GRIEVANCE AND RELIEF SOUGHT The petition pertains to the alteration of an attic and a third story addition to an existing single family dwelling of Al occupancy, two stories in height,type 5 (wood frame) construction, approximately 3,200 square feet in area, located at 6150 Main Bayview Road, Town of Southold, County of Suffolk, State of New York. The petitioner is seeking relief from: 9 NYCRR 705.2(b),which requires that buildings of type 5 construction are permitted to have a maximum height of two stories above a basement or cellar or above finished grade where there is no basement or cellar. [The petitioner requests relief to allow a bedroom and bathroom to be constructed within the existing roof and new addition of an existing one family dwelling which will constitute a three story building of type 5b construction for an Al occupancy.] FINDINGS OF FACT 1. The building is located within a community that has a number of three story, wood framed, single family dwellings, which are pre-existing and non-conforming. 2. A bedroom and bathroom are to be built within the existing roof and new addition which will constitute a three story building of type 5b construction for a single family dwelling. 3. The petitioner proposes that the habitable spaces located on the third floor will have at least one window that will provide an emergency opening that will conform to section 714 of the Uniform Code. 4. The petitioner proposes that the third story bedroom will have a glass sliding door that leads to an exterior wood deck. The wood deck will have a spiral stair that leads to grade below. 5. The petitioner proposed that the spiral stair will meet the requirements of section 5-2.2.2.7 in NFPA 101-1991. WWW.DOS.STATE.NY.US • E-MAIL: INF09DOS.5TAT£.NY,US RECYCLED PAPER Petition No. 2002-0427 i Page 2 6. The petitioner proposed to install fire and smoke detecting devices on the third floor, interconnect them with devices on the lower floors, and be tied into a central station. This off premises notification is not required by the Uniform Code and is considered an alternative. 7. The petitioner proposed to install a domestic sprinkler system in the entire third floor and the stairway leading down to the second floor in compliance with NFPA 13D. 8. The petitioner proposed that the addition and alterations will meet all other applicable sections of the Uniform Code. 9. The local Code enforcement official has been consulted in this matter and does not object to the granting of a routine variance under the provisions of 19 NYCRR 450.6. CONCLUSIONS OF LAW Strict compliance with the provisions of the Uniform Fire Prevention and Building Code would produce a negligible additional health, safety and security benefit to the occupants of the building. DETERMINATION WHEREFORE IT IS DETERMINED that the application for a variance from 9 NYCRR 705.2(b), to allow a bedroom, recreation room and bathroom to be built within an existing attic area of an existing single family dwelling which will constitute a three-story building of type 5b construction for an Al occupancy; be and is hereby PROPOSED TO BE GRANTED with the following conditions: 1. That the petitioner shall install fire and smoke detecting devices on the third floor, interconnecting with devices on the lower floors and cellar and be tied to a central station. 2. That the third story bedroom shall have a glass sliding door, leading to an exterior wood deck with a spiral stair that leads to grade below. 3. That the spiral stair shall meet the requirements of section 5-2.2.2.7 in NFPA 101-1991. 4. That a domestic sprinkler system shall be installed in the entire third floor and stairway leading down to the second floor in compliance with NFPA 13D. 5. That the alterations and addition shall meet all other applicable sections of the Uniform Code. This DECISION is issued under 19 NYCRR 450.6. Unless obiected to by the petitioner in a writing received by the Department the decision shall become FINAL after fifteen days of receipt of the decision by the parties. This decision is limited to the specific building and application before it, as contained within the petition, and should not be interpreted to give implied approval of any general plans or specifications presented in support of this application. Petition No. 2002-0427 Page 3 orge . Clark, Jr. • Direct , Codes Division DATE: .31i,'1103 RAS:sg Petition No: 2002-0427 The persons below are advised to TAKE NOTICE of the attached document. The attached document pertains to a petition for relief related to code requirements. If there are any questions, call (518)474-4073 and ask for the Variance Unit. Please refer to the petition number in all related conversations or correspondence with us. MICHAEL F COLAVITO 198 DERBY STREET EAST WILLISTON NY 11596 MICHAEL VERITY `/ TOWN OF SOUTHOLD BLDG DEPT PO BOX 1179 SOUTHOLD NY 11971 BUILDING PERMIT REVIEW CHECK LIST DATE REVIEWED: /l /24-' In 6 APPLICANT NAME: DATE SUBMITTED: 9 //4 /ad SCTM# --- DISTRICT: 1,000 SECTION: BLOCK: ' LOT: 4,f,z. PROJECT LOCATION STREET: y s r��►/�afr,p CITY: -��NTrr�zq SUBDIV. NAME: ARCHITECT/ENGINEER: $evK /NJ n01a FAST TRACK: YES o O SINGLE& SEPARATE CERTIFICATION-REQUIRED: YES ORKb NOTES: L=wsT•►q ZONING: PERMIT E IMATE AMOUNT:_$ K .00 ZONING DISTRICT: 40 R80 AC CONFORMING: E OR NO REQUIRED LOT SIZE: 16 X SQFT. WHERE ACTUAL LOT SIZE FROM?TAx CARD �< ■Jr /J4 '74-0'S1t1qg ACTUAL LOT SIZE:121 034 SQFT. REQUIRED 102 r � REQUIRED SIDE YD: // '�' PROPOSED: :S6_' OPOSED240t LOT COVERAGE: ALLOWED: 2_6 % EXISTING: 17>9 sf�.1% NEW: 4S1 sff% TOTAL:24 33sf2 % CORNER? ES OR NO WAT ER FRONT? YES o NO DESCRIPTION: LOTS 40,000SF --100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger. (A nonconforming at any time after July 1, 1983.) CV-0 PROJECT DESCRIPTION• ADD LT ACC OR N/D: I rr.s K 16.4c AGENCY PERMITS REQUIRED FOR REVIEW NEEDED � 1 a TOWN SPETIC PERMIT: YES or O � 'ta- SUFFOLK COUNTY HEALTH DEPT: YES or , (BED #): DTE:_/ / PERMIT#:R10- NEW YORK STATE DEC: PRE-DEC 9/1nNO /-+,;>3F-o poo, SOUTHOLD TOWN TRUSTEES: *or NO f 9 71 12A/f TOWN ZONING BOARD APPROVALNO TOWN PLAN. BOARD APPROVAL: YES orCW FLOOD COMPLIANCE ZONE: PRE-FIRM 3/18/80 PANEL #: /l C. FLOOD ZONE:/4-0$ , NYS ENERGY: YES OR NO EGRESS: VENT: r! LIGHT: NOTES: ;64_,F ' loop (a« ♦ e•! Cotro e s fr aW i lcj0. FEE STRUCTURE: -994 IQ A W40 ;: /3 G 6 SF FIRST FLOOR SF SECOND FLR -41 SF INIT OTHER TOTAL TOTAL: 39 6 SF FEE FEF. FEE dGQ TOT 39( O2 SF)- ( SF)= 30 SFX $ ,2G//.Sr5 +$7r +$ 166 = $ 2�' �i�/i� i ✓��,U',�rd_� /Joy /� � / v� sv�.�-1 /vim-� �-�i4- ��.#�1.3�;1� ��� Aeo Y lVe4 iJ/�Y�wec �o ry �D/��� TQ j'..•� �SlbxS� /►c /�cw I/r^ 4 f Q��T101-a �— W/// /t'l 4�.a c tC Go A ..t<w 2'&7110-4 . "y wo 4-F 3 5-k,y Vroa�P — W.�( sv J7�►� .���J � S v�i�/J 14 71i� y a�� •tel -� � �c ,� lc c/o�� �!� 44/4 rF, C n��q�' 1 �- w I 2�s /l!feve Imo/ 40 rAk, A.re�r.�.,.r, /S /a�1 -T�f asp c losers 0.-4 `_�_ 'rS T ��Od J" . ,,,,.�_. ri<�►4 / L O o4 C �+.v /.c.,�T �oK -�.c 5' G 1 !!�%1/40.,.► �'e P���t7r� Ile-.41 4*4 0 / /oG✓J �as�/� s/� Y� /-J / ,�� / G`•1 /9/ISS ���� o/c u /1/o-a el '1-r. 1 .-4 ��i ru 1s lJ.•�/v -S �T 7� / 0j, 4 Sof' 4 f® SPxe 7 /,) c/ l Cid Y� I/�CI4� � Kb � •G c7/�� /l' �S<1�.� ui/�S "Oa.� �O�/LJ! lls�'� � �j�' ---------------- ----------- xe C s � BUILDING PERMIT EXAMINER CHECK LIST DATE ISSUED: _/ /02 /! DATE REVIEWED: 3 / ,z-/02 APPLICANT: DAT6 SUBMITTED: _/_/02 SCTM#DISTRICT: 1,000, SECTION: �, BLOCK: /, LOT: Yy. 2 STREET ADDRESS: d/so /Y7. 2?Ayu1P,&J CITY: ,S;'rwz�b SUBDIVISION: PROJECT DESCRIPTION: Ac7emenau/ = ?" rl ewo— ESTIMATED PROJECT COST: .31 CHITEC /ENGINEER: A)orw o FAST TRACK? ,Uo SINGLE & SEPARATE CERTIFICATION-REQUIRED? N� NOTES: — LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) ZONING DISTRICT: R-40 CONFORMING? YQ REQ. LOT SIZE: gQ4bDy ACT. LOT SIZE: ,00c: REQ. LOT COV. ACT. LOT C V. REQ. FRONT sd PROP. FRONT REQ SIDEpACT. SIDE REQ. REAR .PROP. REAR WATER FRONT? V's DESCRIPTION: COAOJ PANEL #: FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or: (BED#): DTE:_/_/_ PERMIT#:R10- TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75or NO SOUTHOLD TOWN TRUSTEES: for NO �•l_ TOWN ZONING BOARD APPROVAL: or NO 1/f2 -_"Adc/ TOWN PLAN. BOARD APPROVAL: YES q2 TOWN HISTORICAL PRE (SPLIA): YES or n NYS ENERGY: YES OR NO : EGRESS (18 H min.? 4 sq total) VENT (SQ. FT. x 4%) LIGHT (SQ. FT. x 8%) BUILDING PERMITk /EXPIRED: BP�� V -Z/C/0 Z- , HAVE PRE CO'S : BP -Z/C/o Z- , NOTES: 4/164j A"44 C-Ar c Le,) /&*l /l d 7W5 FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF 7W9b OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( SF)- SF)= SFX $ =$ +$ +$ = $ 2. SF)- SF)= SFX$ =$ +$ +$ =$ -'ys l/ e ' BUILDING PERMIT EXAMINER CHECK LIST DATE ISSUED: /_/02 DATE REVIEWED: 3 /// /02 APPLICANT: 0 4v DAT9-SUBMITTED: —/—/02 1, SCTM#DISTRICT: 1,000, SECTION: 7f , BLOCK: ¢ , LOT: P"�Z STREET ADDRESS: /Sb /4a,, �a yJ/�«r /-..CITY: -<_# , SUBDIVISION: PROJECT DESCRIPTION: ESTIMATED PROJECT COST: 3WC _ARCHITECT/ENGINEER: v FAST TRACK? SINGLE & SEPARATE CERTIFICATION-REQUIRED? �,4 NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.119997 100-25.Merger.(1A,�onconforming at any time after 7/1/83) ZONING DISTRICT: /Z —�Q CONFORMING? � //_ 0 sUie �'t�7 " owt REQ. LOT SIZE: ACT. LOT SIZE:t2?4 REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR ,/ PROP. REAR WATER FRONT? 1%s DESCRIPTION: PANEL #: /6 6 FLOOD ZONE: A04 , APPROVALS REQUIRED SUFFOLK COUNTY HEALTHEPT: YES 0<0(BED#): DTE:—/—/ PERMIT#:R10- TOWN SEPTIC RECEIPT: Y ore NEW YORK STATE DEC: PRE-DEC 9/1/75111aor VD SOUTHOLD TOWN TRUSTEES: orqD TOWN ZONING BOARD APPROVAL:SorNO if-$P" TOWN PLAN. BOARD APPROVAL: YES AM TOWN HISTORICAL PRE (SPLIA): YES o NYS ENERGY: YES OR NO : -dCBzbF;. CIN 6-aL( C.P,LCS " EGRESS (18 H min.? 4 s otal) VENT (SQ. FT. x 4%) LIGHT(SQ. FT. x 8%) BUILDING PERMITS /EXPIRED: BP VOIq -Z/C/0 Z- , HAVE PRE CO'S : Y OR N BP -Z/C/0 Z- , NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( SF)- (SF)= SFX $ =$ +$ +$ = $ 2. ( SF)- ( SF)= SFX$ =$ +$ +$ =$ r APPEALS BOARD MEMBERS y S,aFFOJ,(c Q Southold Town Hall Gerard P. Goehringer, Chairman Gy� 53095 Main Road Lydia A. Tortora y P.O. Box 1179 George Horning • Southold,New York 11971-0959 Ruth D. Oliva ZBA Fax (631) 765-9064 Vincent Orlando �Ql �a Telephone(631) 765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD April 3, 2002 `,. (5 Mr. Michael F. Colavito 820 198 Derby St. East Williston, NY 11596 Re: ZBA Appl. 4928 Dear Mr. Colavito: After reviewing your letter dated March 22, 2002 and Arch itechnologies letter dated March 26, 2002, this will confirm that this Department has no objection to use of the 424 sq. ft. limited area within the 2-1/2 story area shown on the plan, planned for a bath (80 sq. ft.) and the remaining area, 344 sq. ft. for a bedroom. It is understood that there will be no change in the original roofline constructed in 1975, and that there will be no habitable area beyond the total area noted above (except for a stairway area). It is also understood, and agreed by you, that a full comprehensive fire suppression system [sprinkler system} shall remain in effect and operational at all times before and during occupancy of these premises. ruly you Gerard P. Goehringer Chairman cc: Arch itechnologies, I APPEALS BOARD MEMBERSTown OS�FFU(�C ���� Southold Gerard P. Goehringer, Chairman 53095Main Road c Lydia A. Tortora ti Z P.O. Box 1179 George Horning � ^� Southold, New York 11971-0959 Ruth IZ liva A � ��� ZBA Fax (631) 765-9064 Vincent Orlan o �Ol �►� Telephone (631) 765-1809 http://southoIdtown.northfork.net BOARD OF APPEAL rA TOWN OF SOUTHOL , April 3, 20 '2�- ; 4 2002 .# 0(-D Mr. Michael F. Colavito 198 Derby St. East Williston, NY 11596 Re: ZBA Appl. 4928 Dear Mr. Colavito: After reviewing your letter dated March 22, 2002 and Architechnologies letter dated March 26, 2002, this will confirm that this Department has no objection to use of the 424 sq. ft. limited area within the 2-1/2 story area shown on the plan, planned for a bath (80 sq. ft.) and the remaining area, 344 sq. ft. for a bedroom. It is understood that there will be no change in the original roofline constructed in 1975, and that there will be no habitable area beyond the total area noted above (except for a stairway area). It is also understood, and agreed by you, that a full comprehensive fire suppression system [sprinkler system} shall remain in effect and operational at all times before and during occupancy of these premises. Very truly yours, Gerard P. Goehringer Chairman cc: Arch itechnologies, Inc. 198 Derby Street • East Williston,NY 11596 A �: .+�,,':j .5��ceA' A k%�����,' � ~ 9 ^w'p l�" i �n� �� 1`�2'y 7~.r k.a'vnr�4 �A �{� � �•'�S" Y� . Re:Variance App.#4928 Gerard P.Goehringer,Chairman Board of Appeals Town of Southold 53095 Main Road P.O.Box 1179 Southold,NY 11971 Dear Mr.Goehringer: It appears that the original floor plan that Mr.Notaro submitted with my application for the above referenced variance was incomplete.Apparently he forgot to indicate on the plan,dated Nom- ber 6"2001,that part of the square footage on the third floor is intended to be used for a bathibom. Ibis letter will confirm that the total habitable square footage on the plan as submitted 0 I- tS b 424 sq.ft,and that 80 sq. ft of that total will be set aside for the bath;the remaining'area, 9 mill be used for the bedroom. I also wish to confirm in this letter that the original roofline of the house will not be *Odiiied in any way,it will remain as it was constructed in 1975. It is my understanding that Mr.Notaro's office has submitted a revised floor plan for the thitd floor showing the delineation of the bedroom and bath square footage. If there is any additional itlformation you require,please do not hesitate to contact me directly. I want to thank you for your consideration and,in particular,Linda for her help and patience. Sincerely, Michael F. Colavito . . . . . . . . . . . . . . . . . . . . . . . . . SUF FOj,(coG o� y� CS Z Town Hall,53095 Main Road pFax(631)765-1823 P.O. Box 1179 y�� �� Telephone(631)765-1802 Southold,New York 11971-0959 .( BUILDING DEPARTMENT TOWN OF SOUTHOLD March 14, 2002 Frank Notaro A/C Michael Colavito PO Box 93 Mattituck,NY 11952 Please take notice that in review of your permit application, dated February 14, 2002, for a permit for a third floor alteration at 6150 Main Bayview Road, Southold,N.Y., County Tax Map Number 1000-78-4-44.2, it has come to our attention that the permit application will not be processed until the following information is submitted to this office: 1) New plans approved by the Southold Town Zoning Baord of Appeals with respect to the proposed bathroom layout. 2) A NYS variance. We are returning your application as incomplete. Please feel free to re-submit the application when you have the above referenced information If you have any questions, you can contact me at (631) 765-1802 between the hours of 8:00 a.m. and 4:00 p.m. C y Yours, Building Permits Examiner CC: File FEDERAL EMERGENCY MANAGEMENT AGENCY j O.M.B. No. 3067-0077 }, NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE " Important: Read the instructions on pages 1 -7. ' SECTION A-PROPERTY OWNER INFORMATION I BUILP,�lelAvel— G OWNER'S IJAMFu 11 BUILDING STREET ADDRESSIncludin ( g Apt.,Unit,Suite,and/or Bldg.No.)OR P.O.ROU'TE'AND,BOX=NO. CITY STATE ZIP CODE ,�lOdTirf000 Al, / PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) aCr� /00D yy, BUILDING USE(e.g.,Residential,Non-residential,Addition,Accessory,etc. Use a Comments area,if necessary.) /et��lD�•!/T/Ad- LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: L GPS(Type): #V-#t#.##" or ##.###W) IA NAD 1927 IJ NAD 1983 W USGS Quad Map LI Other: SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP COMMUNITY NAME 8 COMMUNITY NUMBER 1 B2.COUNTY NAME B3.STATE B4.MAP AND PANEL B5.SUFFIX B6.FIRM INDEX B7.FIRM PANELB8.FLOOD B9.BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO,use depth of flooding) 4r, �®yAW 1.916r40 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. LJ FIS Profile IJ FIRM IJ Community Determined LI Other(Describe): 611. Indicate the elevation datum used for the BFE in B9: [2<j NGVD 1929 LJ NAVD 1988 LJ Other(Describe): B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? LJ Yes igc No Designation Date: SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: LJConstruction Drawings* LJBuilding Under Construction* 12OFinished Construction *A new Elevation Certiflcate will be required when construction of the building is complete. C2.Building Diagram Number / (Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) C3.Elevations—Zones Al-A30,AE,AH,A(with BFE),VE,V1 430,V(with BFE),AR,ARIA,ARAE,AR/A1-A30,AR/AH,AR/AO Complete Items C3.a-i below according to the building diagram specified in Item C2.State the datum used.If the datum is different from the datum used for the BFE in Section B,convert the datum to that used for the BFE.Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum A*14Pl9'R9 Conversion/Comments Elevation reference mark used Does the elevation reference marts used appear on the�LLJ No ❑ a)Top of bottom floor(including basement or enclosure) ft.(m) ro E3b)Top of next higher floor ft.(m) `� �Gf' ,�j. LE►�.q 9`� ❑ c)Bottom of lowest horizontal structural member(V zones only) _ft.(m) c ZJ ��O o ❑ d)Attached garage(top of slab) -7 3 ft.(m) 1-2 O ❑ e)Lowest elevation of machinery and/or equipment w co � * i servicing the building(Describe in a Comments area.) _ft.(m) E e 4 ❑ f)Lowest adjacent(finished)grade(LAG) -7 . o ft-(m) i.L- ' ❑ g) Highest adjacent(finished)grade(HAG) 7 .L ft.(m) N �` ❑ h)No.of permanent openings(flood vents)within 1 ft.above adjacent grade ❑ i)Total area of all permanent openings(flood vents)in C3.h sq.in.(sq.cm) OR.0 E W Y 0 SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIF W�'yNP�v��M �i�����OQ/�t��i�/ LICENSE NUMBER of TITLE TITLE 6f COMPANY NAME ADDRESS CITY STA E ZIP CODE �o e SIGNATUR DAT Q TELEPHONE 21�J FEMA Form 81-31,JU SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIY NUMBER EFFECTIVE DATE 1-4738-02523/00001 May 11, 2000 FACJLITY/PROGRAM NUMB .. 0 PERMIT EXPIRATION DATE(S) Under the Environmental Conservation Law May 11, 2003 TYPE OF PERMIT ■ New ❑ Renewal ❑ Modification ❑ Permit to Construct ❑ Permit to Operate ❑ Article 15, Title 5: Protection ❑ 6NYCRR 608. Water Quality ❑ Article 27, Title 7; 6NYCRR of Waters Certification 360: Solid Waste Management ❑ Article 15, Title 15: Water ❑ Article 17, Titles 7, 8: SPDES ❑ Article 27, Title 9; 6NYCRR Supply 373: Hazardous Waste Management C3 Article 14: Air Pollution ❑ Article 15, Title 15: Water Control ❑ Article 34: Coastal Erosion Transport Management ❑ Article 23, Title 27: Mined ❑ Article 15, Title 1S: Long Land Reclamation ❑ Article 36: Floodplain Island Wells Management ❑ Article 24: Freshwater Wetlands ❑ Article 15, Title 27: Wild, ❑ Articles 1, 3, 17, 19, 27, 37; Scenic and Recreational Rivers ■ Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER Michael F. Colavito (516) 248-4036 ADDRESS OF PERMITTEE 198 Derby Street East Williston NY 11596 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER NAME AND ADDRESS OF PROJECT/FACILITY Cotevita property, 6150 Main Bayview Road Southold NY LOCATION OF PROJECT/FACILITY SCTM *1000-78-4-44.2 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Corey Creek E:714.5 N:546.2 DESCRIPTION OFA,,UTHORIZED ACTIVITY; Construct =fotbyt addition to a single femily dwelling. Ali work is to be performed in accordance with the attached plans stamped NYSDEC approved on 5/10/00. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 b 3) and any Special Conditions included as part of this permit. PERMITMNJ RATOR: DRESS John i (MRP) Bt .•N4Q SUN Stony Brook NY 11790-2356 AUTHOR 2 GNATURE � DATE FAge 1 of 4 max 11 2000 �ctzz �gUFFd(�-c w Town Hall d Off' �� dG Albert J.Krupski,President �� 53095 Main Road James King,Vice-Presidento P.O.Box 1179 Henry Smith Cm Southold, New York 11971 Artie Foster Ken Poliwoda �� �Z. Telephone(516) 765-1892 Fax(516) 765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 27 , 1999 Mr. Michael F. Colavito 198 Derby Street East Williston, NY 11596 Re: SCTM#78-4-44 . 2 Dear Mr. Colavito: The following action was taken at the Southold Town Board of Trustees Meeting on May 26, 1999 : RESOLVED, that the Southold Town Board of Trustees grant the request for an Amendment to Permit #4971 for a 41X 4 ' platform, a 3 'X 15 ' ramp and two 4 'X 'r is parallel to bank with 2 piles, and, to construct XX 1 addition to eastern side of house. However, this does not constitue approval from any other agencies . If you have any questions, please call our office at 765-1892 . Sincerely, t2ZZ4.a 0, r 0 Albert J. Krupski, Jr. President, Board of Trustees AJK: lms I' ECNOOGIES K.AMWfd ,COMMOCnWSMWCM 13 5 b�n3to�d. d4 Now Yad 11932 6313981129 631.296.1118 April 17, 2002 Southold Town Hell Building Department Southold, NY 11.971 Re: Proposed Alteration to Existing Colavito Residence 6150 Main Bayview Road Southold, NY 11971 In reference to the proposed alteration to existing-Colavito Residence, please be advised that the deck complies with the New York State Structural Building Codes. If you have any questions, please feet free to call the office, Thank .0 forvour time and consideration. . �j e4Q�c cc:A Colavito X65-1802 BUILDING DEPT. '4 SPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ,DATE �'� INSPECTOR �""� ass-i8os BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ION l FRAMING [ INAL [ ] FIREPLACE & CFIIMNEY REMARKS: l DATE ?" Lek INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG.O'�Si !«/ [ ] FOUNDATION 2ND [ j INSULATION [ ] FRAMING. [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ,DATE INSPECTOR 765-1802 suaniNa DE". INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REM RKS: 7 ,DATE 0/0/ INSPECTO 76s-isox BUILDING DEPT. INSPECTION [ ] FOU ATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ j INSULATION 4, "FRAMING j - ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: oS �.A24.. !✓d1�2$� ��t���,c� Vol ,DATE INSPECTO -7� - '0� 7 O -7t> 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ 1 FALNDATION 2ND [ ] INSULATION [ l FRAMING I ] FINAL [ ] FIREPLACE & CHIMNEY RE MA KS: 44M cr-_ ,DATE ! � D INSP O BUILDING DEPT. i INSPECTION ROUGH PLBG.1 FOUNDATION IST [ 1 [ ] FOUNDATION 2ND [ ] INSULATION t�FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE � U INSPECTO D�?O(re� BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ J INSULATION [ ] FRAMING [ FINAL [ J FIREPLACE & CHIMNEY REMARKS: DATE l�" I/ INSPECTOR . r M-1802 BUILDING DEPT. INSPECTION [ j FOUNDATION IST GH PLBG. ( ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING [ ] FINAL [ ] FIREPLAC CHIMNEY REMARKS. or DATE 014:9 D INSP re d 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROU BG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE k117 IV[ INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST �l)111,11HPLBG. [ ] FOUNDATION 2ND [ j INSULATION [ ] FRAMING �, [ ] FINAL [ ) FIREPLACE HIMNEY REMARKS DATE �� INSPECTO BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ V]'rNSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE lIio�fo INSPECTOR f''� 765-1802 BUILDING DE". INSPECTION [ ] FOUNDATION IST [ ] R GH PLBG. [ ] FOUNDATION 2ND [/ INSULATION 1 FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: - I1� DATE « !/�INSPECTOR BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R GH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAM G [ ] FINAL [ ] FIRE LAC & CHIMNEY REMAR S: n /v DATE /1 �� INSP 765-1 802 BUILDING DEPT. INSPECTION [ J FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN N [ ] FRAMING [ FIN [ ] FIREPLACE$ CHIMNEY [ ] FIRE ETY INSPECTION REMARKS: i ' C4ex DATE � � INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DIS C. O. DATE � �`� �� INSPECTOR 2? 1 1 ' 1 ' 1 • 1 I 1 1 1 1 i No 1 r 1 1 ' L==am MA w r r w' 1 - lee- tljj��. b . � SEF 9 X000 r, BOARD OF HEALTH . . . . . . . . . . . . . . . ELDG DEPT. � FORM N0. 1 3 SETS OF PLANS . . . . . . . . . . . . . .. TOWi� F SOUTH-W TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . .. . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: CALL . . . . . . . . . . . . . . . . . . Examined.. ��/� ......, 20.OP MAIL TO: . . . . . . . . . . . . . . . . . . . . Approved...zk......... .7 Permit No. .......... ..... ................................... Disapproved a/c .................................. . ................................... ... .. ... ................. (Building.Inspector) APPLICATION FOR BUILDING PERMIT �{ Date. J . , 20.0U INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wi sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public :reets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of his application. c. The work covered by this application vy not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will' issue a Building Permit to the applicant. Such :rmit ,ghall be.kept on the premisesavailable 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 xupancy shall have been granted by the Building Inspector. APPLICATION IS MW MAIE to the Building Department for the issuance of a Building Permit pursuant to the dlding Zane ordinance of the Town of Southold, Suffolk County, New'York, and other applicable Laws, ordinances'or -%ulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein .scribed. the applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and ,gulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of appli t, or icorpora ) ..................................................: (Mailing address of applicant) .ate whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ....................... -�`• :�1- �q!�fi-..�....- ..Thu?y=.......................................... we of owner of premises ..... CTI '/.L.. . * **�!�??.............................................. (as on the tax roll or latest deed) `. applicant is a corporation, signature of duly authorized officer. Name and title of corporate officer) •'� Builders License No. ......................... Plumbers License No. Electricians License No. ..................... Other Trade's License No. .................... Location of land on which proposed work Will be done....�...................................................... ...(x 150......IJio:;1l. �1 !�... o -t> Go ovi� House Naber Street ..... ............................................ mlHaet County Tax Map No. 1000 3-ction ...It........... Block ....4.......... Int ....... Subdivision ...................................... Filed Map No. ............... lot (Name) ............... State existing use and occupancy of premises and intended use and o'f o sed.Construction: Y pr , a. Existing use and occupaahcy ....,��.i;��rU� , `�� ...y........... TItended use and occupancy ....G.��.�.�. , L �1 . .. ... ...:+ ....................................... %%jjt:%ARaoo 1 gyp, ilewlel: t*w Building Addi ........ Repair ............ .......... tion .......... Alteration ........ Demolition ............ Other Work 44 i• Estimated Cost ,....j��� (Descripti*n� J` ... . , fee ................................. - ; >• If dwelli (to be paid on filing this application) ng, number of dwelling units ............ Number of dwelling units on each floor If garage, number of cars .. If business, caw ercial or mixed occupancy, specify nature and extent of each type of use., Dimensions of existing structures, if any; Flront... ,�a�-� ` �j�� ......a��.'�,`�.•.,. Height .....�.'-.�;�.... - a. ..... Rear .. ...... Depth .... • Number of Stories _ ' Dimensions of same•structure with alterations or additions:• FYont ...............h-� 0 Depth ....... ... Height ......��,3:: �„ ' of Rear .. �D...... Number Stories a Dimensions of entire new � .. 2i -�......... �3 construction: Front ................. Rear ... .. .... Dep Height ...... ......... ••- Number of Stories .(�' .. ...... Size of lot: Front ...� aggl, ?p,, ............. //"" ................ Rear ..... .... Depth ....Y� 0. Date of Ptwchase ..................... Nae of Former •• .:... i- Zone or use district in which premises are Owner ........................................ situated ........ 2• Does proposed construction violate zoning .................'..1................................... y law, ordinance or regulation: .[ 4... 3. Will lot be regraded ... .... Will excess fill be:7lr •........ � removed from premises: YES CD/ 4. Names of Owner of premises .{,l�J,� c�Av+ ?„ Address :IA1 .. .1A1P�k'b%one No. Name of Ard>titect r:r.-�n!' il!►-�oWfl'6S•' 9.. Y✓1 • Address Q. k1-�?1,e-1 Phone No. Nape of Contractor .��; .......... ............. Address ... .. ... .... 5• Is this property within 300 feet of a •• . .............................Phone No. ............ tidal wetland? * YES W *IF YES, SO(1 M MW TRUSM FMMT MAY SE:RMM •• pi�qw( PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or Tp0 Property lines. Give street and block number or description and indicate all set-back dimensions nether interior or corner lot. p according to deed, and show street names and indicate MIE or NW y(W, ' "IT or ....................... SS ��K 111 .............being duly sworn, deposes and says that he is the applicant Vane of individual signing contract) Dove nemred, nn i s the ....... ....../-f� � (Contractor, agenrcorporate-officer,.etc.)................................... ........... f said owner or owners, and is duly authorized to perform or have performed tl-ie said work and to make and file this pplication; that all statements contained in this application are true to the best of his knowledge and belief; and fiat the work will be performed in the manner set forth in the application filed therewith. corn to //before me this :......1..(.......d y E ...•... ..:20.0 41 .. Notary Public ...... (Signature•o •Applic;t) OYCE M.WILKINS t- --Public.State of New Y,982248,Suffolk cca f►lres June 12, 2vgf •yam:: . JUDITH rL I' UDITH T. TERRY t >= C� -. '=. •ro-n Hall. 53095 Main ROad r ;a. rte, P.O. Rox 1 171 :' t„.. TOWN CLERK �, s Southold, New fork 11971 �” Fax (5101 76. I R_3 r�cISTRnR or• vtrnl.sTnnsncs � ��w iC� � 5_ , MARRIAGE OFFICER _ . ��`" . Tcicphonc (S 10) 765.1801 RECORU)S MANAGEMENT OFFICER O� FREEDOM OF INFORMATION OFFICER + OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" [FDP(93) ] , and "Certificate of Compliance for Development in Special Flood Hazard Area (C/C(93) ] . —71 Q _, TOWN OF SOEJ-i fIOLD �h T. Terry Southold Town Clerk August 25, 1993 APPLICATION #_ PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1• GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein- 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE, TO THE BEST OF MY KNOWLEDGE, TRUE AND ACCURATE. (APPLICANT'S SIGNATURE) LDATE a 7 b SECTION 2: PROPOSED DEVELOPMENT (To be completed by APPLICANTI NAME ADDRESS TELEPHONE APPLICANTIJAPCa / RW*!—' pd_e0k q,J A4A771& L BUILDER r o wNeJe- ENGINEER A ied//hG, 0"6-%ES 12,0250)c 23 k414 PROJECT LOCATION: • To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. 2- FDP(93) APPLICATION r PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure residential (1-4 Family) Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Non-residential (Floodproofmg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S 90, 07,9'y B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) ❑ Individual Water or Sewer System ❑ Other (Please Specify) After completing SECTION 2,APPLICANT should submit form to Local Administrator for review. SECTION 3• FLOODPLAIN DETERMINATION fro be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. Dated The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable ❑ The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Section 4 for additional instructions. SIGNED DATE APPLICATION # PAGE 3 OF 4 SECTION 4• ADDITIONAL INFORMATION REQUIRED (To be completed by LOCAL ADMINISTRATQRI The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and specifications,including where applicable:details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor,details of floodproofmg of utilities located below the fust floor and details of enclosures below the first floor. Also, - ❑ Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). O Floodproofmg protection level (non-residential only) Ft. NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other: SECTION 5: PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR I have determined that the proposed activity. A. O Is B. O Is not in conformance with provisions of Local Law # , 19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPLICATION # PAGE 4OF4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Comoliance is issued) The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard &-e-al, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofmg protection is Fr. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community s local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ON 0 SECTION 8: CERTIFICATE OF COMPLIANCE(To be comnleted by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑ EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY_ CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: CIC(93) GENERAL NOTES : CONSTRUCTION LEGEND : INSULATION NOTES : DOOR LEGEND :_ ELECTRICAL LEGEND : EXISTING EXTERIOR WALLS: 2"X4" WOOD STUD, R-15 HIGH DENSITY INSULATION NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE NOTE. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND N z 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES NEW EXTERIOR PARTITION- 2" X 6"WOOD STUD WALL W/ 1/2" COX VINYL BY'CERTANTIEED' OR APPROVAL EQUAL. UNLESS OTHERWISE NOTED. PROV. SCREEN DOOR UNITS FOR ALL EXT DOORS. REGULATIONS OF THE N,Y.B.F.U. AND A CERTIFICATE FROM THE N Y.B F.U. IS TO AND ORDINANCES. EXTERIOR SHEATHING ("IYVEK WRAPPED &TAPED), 5" EXPOSURE VINYL BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. w aJ BY"CERTAINTEED OR APP. EQ.) 1/2" GYP. ED,(SCREWED/TAPED) NEW EXTERIOR WALLS: 2"1 STUD. R-19 FOIL FA. HIGH DENSITY INSULATION > uu 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE CUR. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL (HIGH DENSITY). BY'CERTAINTEED' OR APPROVED EQUAL. INTERIOR DOOR- 2'0"X BE" SOLID PINE DOOR WITH RAISED PANELING PROV. NOTE: THE OWNER SHALL PROVIDEALL LIGHTING FIXTURES UNLESS OTHERWISE r� N OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND - O SOLID BRASS HINGES &SCHLAGE HARDWARE, NOTED ALL OTHER ELECTRICAL E(1(,11PM ENT AND MAT'L. TO BE SUPPLIED BY THE r I� WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. NEW INTERIOR PARTITION- 2"X 4"WOOD STUD WALL WITH V2" GYP. BD. NEW ROOF R-30 KRAFT-FA. INSULATION BY GERTAINTEED' OR APPROVED EQ V ~ ELECTRICAL CONTRACTOR. m Q VIDE MOISTURE b -RESIST ED/TAP . ( APPLIED BOTH SIDES. NOTE PRO INTERIOR DOOR-2'4" X 6'8" SOLID PINE ODOR WITH RAISED RESIST GYP. BD. (GREEN ED.) FOR ALL BATHROOM WALL AND CEILINGS. BASEMENT CEILING' R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES NOTE ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR O C THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND PROV. CEMENT WALL BD. FOR ALL TILE AREAS 3 PANELING. PROV. SOLID BRASS HINGES AND SCHLAGE HARDWARE. CONDITIONS ON THE JOB THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS INSTALLED AS PER N.Y.S. BUILDING CODE. O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. FROM THE DIMENSIONS SHOWNINTERIOR PAINT-TO BE "BENJAMIN MOORE" U O N ONE COAT PRIMER AND INTERIOR DOOR- 2'6" X 6'B" SOLID PINE DOOR NfITH RAISED PANELING. PROV. 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE TWO COATS FINISH (COLORS T.B.D BY 81 SATIN FIN.THROUGHOUT O4 SOLID BRASS HINGES & SCHLAGE HARDWARE. DUPLEX ELECTRICAL RECEPTACLE DRAWINGS UNLESS OTHERWISE NOTED. U O.N. ALL TRIM SEMI-GLOSS. A� R J INTERIOR POCKET DOOR- 2'4" X 6'8" SOLID PINE DOOR WITH RAISED PANELING `YGDUPLEX RECEPLTACLE/G ROUND FAULT INTERRUPT w 5. THE CONTRACTOR SHALL BE RESPONSIBLE EOR ApEQUATELY BRACING AND HARDWOOD FLOORING- #1 WHITE OAK 3 1/2"W.,,.15L®. FELT., O PROVIDE SOLID BRASS HINGES AND SCHLAGE HARDWARE. O ^ PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, FWM (3 FINISH COATS OF OIL BASED SATIN POLYURETHANIE. INTERIOR POCKET Esc DUPLEX SEPARATE CIRCUIT RECEPTACLE !U COLLAPSE, DISTORTION, AND MISA19 LIGNMENT ACCORDING TO ALL APPLICABLE SUB-FLOOR-USE 3/4" TOICK PLYWOOD GLUED AND NAILED. O PANELING. PROV. RBRASS HINGE- 21611 X 61811 S AND SCHLAGE ID PINE DOOR IARDW RE. $ W0•LL SWITCH 1 /, Ga CODES. SUB FOR TILE AREAS TO BE SCREWED AND GLUED. ., I�'1 [[•L-rel WINDOW LEGEND : 6 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS FEES, AND COSTS RELATED TO CERAMIC TILE-"AMERICAN GLEAN"TILE OR APP. EQ. TILE TO BE INSTALLEDa 3-WAY WALL SWITCH r \ z THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED O EXTERIOR DOOR-2'8" X 6'8" - SOLID PINE DOOR WITH RAISED PANELING. V Q INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT ® OVER 1/2'CEMENT BOARD U O.N WALL AND FLOOR GROUT TO HAVE PROVIDE SOLID BRASS HINGES &SCHLAGE HARDWARE. WATERPROOF ADDITIVI�MIXED IN NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE `-+= 1$b6 CEILING MOUNTED JUNCTION BOX L7� 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS PROVIDE NEW INSULATED FLOOR: 2"X 4" CCA (ON FLATSIDE UNLESS OTHERWISE NOTED. EXTERIOR FRENCH WOOD DOOR-3'0" ' N -'ANDERFWH3SEN.' 8A- WITH 2 - 1'6" SIDELITES. w RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE @ 16" O.C. W/POLY URAFOMAUDIHIDE INSULATION BETWEEN 10 HARDWARE BY r� APPLY 3/4" PLYWOOD SUBFLOOR. TOTAL HT. INCREASE 2'-4" NOTE: ALL WINDOWS TO BE ANDERSEN CLAD CASEMENT WITH STANDARD PROVIDE SOLID BASS HAR cI. WALL MOUNTED JUNCTION BOX lE�y1 0I 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE ANDERSEN HARDWARE. ALLOW FOR EXTENSION JAMBS FOR A 2"X6"WD. STUD WALL RECESSED DOWNLIGHT (1 DOW) "LIGHTOILER" OR APPROVED EQUAL L m 0 ABOVE EXISTING FLOOR SLAB. COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. v EXTERIOR STEEL DOOR- 3'0' X 6'8" - F.P.S.C. INSISLA�ED STEEL DOOR (PRIMED). DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO PLUMBING LE N D : y PROVIDE SOLID BRASS HARDWARE BY(ANDERSEN.' � (OUTSIDE LIGHTS TO BE WATER PROOF.) u� z W STARTING ADDITIONAL WORKS EXTERIOR MOUNTED DOWNLIGHT (100W) I.I..I Q 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING AO TW2442-2 OF AW251 1 R O" D X 9'-0" H. GARAGE DOOR PARALL€LTO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS OE N/30-3442-20 ra 14 PROVIDE 1/2 H P GARAGE DOOR CLOSER WITH TWO CONTROLS. �Je WALL MOUNTED DUAL SPOT LIGHT Pi REFER TO CONSTRUCT DRAWINGS FOR SIZES. •P ONCCON CONSTRUCTION PLANS). FOVIDE ALL NECESSARY LLOW NG LL NECESSARY GHING ANO VN.Y.CNAND N.Y.S.G AS INDICATED CEILING MOUNTED Z 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL �EF FAN/GHT WITH DUAL SWITCH AOT WALL FOR ROAN' HEAVY DUTY UNIT NECESSARY DRAIN VALVES. OR APP. EQUAL. Zi 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK SUCH AS BUT NOT LIMITED TO' MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. 4F PROV. FLOOR DRAIN AND 10. GAL SUMP, �P EXT. MOUNTED LIGHT WITH FAN SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE HARD ALL SIP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE J W PROCEEDING. *HB PROVIDE FROST FREE HOSE BIBS. >T NEW TELEPHONE RECEPTACLE •S SHOWER HEAD �� \\ COMPUTER MODEM RECEPTACLE CONSTRUCTION NOTES : ° APP. QRD"D ADET E\ \ \ \\ v " / VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) 1. PROVIDE 31/2"W. OAK FORMED RAILING, W/2" X 2" OAK SPINDLES, SECURE/ O SINK:: UNDER N "CGIIRIA PROVIDE PL. LAM. // \ \ \ UT1UTIE E/ .. 2 SIN MOUNT ON "C TER \ • � REQUIRED TO NEW STAIR: 10" OAK TREADS &7 1/2" CUR. PINE RISERS. VERIFY ♦ / j �'!/ O !., \ \ \ STORAGE/ �, \- \ a• /' r LI STAIR WIDTH AND HEIGHT IN THE FIELD. TOP ^ / RS S COUNTER 2'-O' D. 2 y,�6'i cs• ' P'y u'c".+f .�YSdC ( �� d Cod cS k,in 11 BATHTUB. AMERICAN / \ \ \ L Y 2, PROVIDE 3 1/2" DIA. STRUCTURAL STEEL. COLUMN BEARING ON FOOTING. O & NEVy LAUNDRY / f' c \ STANDARD OR APP SINK INSERT. / ,• \\ \\ 5/4"X 6" CCA DECK nCQrpjr4C / / 7 Ix EQ , / / \\ \fq\\.\ \\ Z)g1""FC o/( a/c c /.vec%a,a•cG / e�n. 4 'L' II O PROVIDE i0" H. X241-W. 20^ / / de \ \ \\ Pos < r.+Ty- e �� L HEATING NOTES : N_FLDW/GUT-FLAW \\ � y� �� �� ..se �_ 20'-6° VALVE,TOTAL 240 SQ. IN. / Y•,i/ \\ ®s° � 15-1" \ ' ' \\ \ \ EQ. EQ. j /U LU re Qu.cr SQ c ces i �_ O•, /� LU PROVIDE NEW ELECTRIC HEATING REGISTERS IN ALL NEW AREAS. / '•/ F�p-/r JJ Z CONTRACTOR TO SAVE ALL EXISTING HEATING REGISTERS DURING / // \a \ \ + \< �' �, 1 DEMO FOR REUSE. EXISTING HOT WATEI*HEATER TO BE RELOCATED / , / \ M.". ••{ \\ INTO NEW UTILITY ROOM. GARAGE .0 / PAINTING NOTES : 14'6"X18'0" 26.0 SO. FE / // �/ `\\ \ c20 / ';• - 10pSO zPROV. 5/8' F.C. PO'i \I &CL.G. OF GA 6 -)..- - 6 _ - - _ — _ JB- - _ - - 1 / . �<.', C ALL WALLS TO RECEIVE 1 COAT PRIMER PLUS THREE COATS FINISH °' 1 \ PROVIDE BENJAMIN MOORS PAINTS THROUHOUT. SATIN FINISH ALL NEW WALLS AND CEILINGS WITH SEMI-GLOSS ON AU_ DOORS &TRIM. `,_e„ / •./ ^ ' 0 l \\ O YI— __ _ — —_ J61 I AS NOTED EL. &-81 / J6 \ 2+O o \ \ - - - / / III GATE: Arrrs^1 Fe o FRAMOTIPROCEEDWVEY . HOLE \ '.:'•,.,\ \ \ 5� I F<l 4 \ • \ , _ M �7 DO NO!PROCEED WITH SC a'-5 4 \ so l \ / OFfOUNDATIONiOCAfION \ P FEE: BY: 2RI RS 1) /_ _ ® / JB bto "Y BEARING PT. E tNOTIFY BLIT "(: nE ENT AT \ —,•. \ \. 5� \\ \ _ _ NOTE 1" —F.—. / .i \„ X' R .! ._�' / F IB FROM PT. ABOVE Ili r 76x180'- h P6A FOR THE HAS BEEN APPROVED- FOLLOW' — I '& - o- - TIONS: .J—� \ N / ' ® I -7. FOW 'WO REQUIRED y' S� 3/a 9 v Il 2-4" II EDROOM III FOR I CRETE ARALAM BM , I PR V. 3 1/2" DIA. STRUCT. I EXISTING I $. ROl P 1„ 1 3 & PLUMBING s _ \ \ \ y ry / — I ST . CQL. FOR B RING $' IPIc 1 > ) 0 U O Y I LOAD. 2- 1 3/4"X 11 7/8" h - 4, FINE 'UCTION MUST A3."\ \ \\ / �•f1k1 EN UNDER LANDING. I I /ZD , ' I — /A a + .Ey I BELOW. M BM. ` BCT.' " " 11C HALL MEET \ ` ' PRCV. 5/8" GYP. BD. ALL III ALL d \ 11\ SURF I I �� X / UO EXIREMAINTO I ®12" , L I \\ " DIA. STRUO,T. FIB+ LAS`$ DES((;P,� V' Y J NS THE N.Y. \ • ACES & R-19 I I U I 4 I THE I- JaLLc� I � I. � ° PROV 5"DIA.. CORE \ e` INSULATION. '� `rN & ENERGY // h P ® / i rxm^ccA FJ � - 7NSIBLE FOR 0 DRILLBD HOLE CLOSE \O o.c. (iYF)' g?' > TO GARAGE DOOR \ \ 2_6, \N (IIT '0 \\ g E CTION ERRORS O SOWENED PACK. \ \ — — ® — ��N O10 O I , III .1 COLUMN (fYf1. ALLDECKA�S) \ CONST. — PARALAM �E BM. 3 6 O _ a o.c. w ' y — NOTE'\ \ PIR IDE 2- #5 STL. 2^x1o" 4 I .p +9 U (n 4 REBAR AT CONNECTION ' — 18• O III // � F ' -.''�� PLUMBING w �- 2"X 10"CCA FJ Cwp. BOTH AREAS.) 4 a 4 / Srtl 11 ALL PLUMBING WASTE D 1JL &WATER LINES NEED r Qiz°g.�c�. (TME.)' IYG, ' 6 C' 4 L(i�ep'5' TESTING BEFORE COVERING G� �BEDROOP/1SID REMA d��ll111 _ _ 116"X12'o" i SID I . I BEDfIOOM I„ 1 W ww V.LF. I 2 EXISTING (� i�Dy� If copper tubing is used s ¢0 0 m SD _ w _. III for water distributing ¢¢ ¢ ¢ ¢ 0 0 12,_2„ ® 3 f 0 1 piping LL W w u W 'J� > system; shall be 0 0 0 0 O W D D EXISTING EXIS ING C.J. TO — ® {` a PROVIDE SMOKE-DETECTING Of types K or L only - �D D D FRAME WALL—� REMAIN & CUT 1 — - — lI I 2r X 10"CCA'FJ If Y III E ALARM DEVICES W LU LU Z O m rn TO REMAIN, h °NREM TO NEW WALL _ 11 J®�� 1e^o.a (rvP.)' W I UNDERWRITERS CERTIFICATE W w W IL W ] 0JJ JJWW z - _ AS TO PART 1.1 REQUIRED U U U U Um ¢ ¢ - - - - - - -- - - - - _ _- - - -- _ — \ ,UP 1 N.Y.S BUILUI.,G NODE. OO 0 7 OO .D D -- - - - — - - - - - - - - OD ED. ODW W WW WIL WW 0) N 7] 7 77 — s'-5° FALL-TOn E " 11 ' III PROVIDE>!1 NR.FIRE mi m in r2r, � c � � i �- -- II � EXISTING Z I I 32,_4„ wALLTOREMAIN. r r.�jj ' PROVIDE OPENINGS FOR RATED SEPARATION TO PARE717.3 - - -- ' I I' •� EMERGENCY ESCAPE AS (fJ(lj OF L J N.[STATE BUILDING CODE. W 0000 0 0 0 0 I REQUIRED BY PART,714 OF - ° 0 0 OR .043 I IIlIi E N- 0a 0 00.0 N•1STATE BUILDING CODE. n m 2 U) - O Z'X10'CCAFF FILE NO. D.C. COCf' CUR" UNDERWRITERSCEATIFlCTE m REQUIRED tis/oi l II II II II II II Ili II sC1/4"TO" DWG. NAME: I. IIS 1ROVIDEAIM-SCALD AND/OR - LG'_.• , ,__,_-,_.__ _.OK_ . "• , _. - - — — 1111111100111111111.1111111100111111111.SHOCK PREVENTING LNE DABOBAE;EIVIENT LJ ONSTRUCTIO BASEMENT DONS TO PART. 902.6(K) - 2e'10"v.LF, Nt STATE BUILDING CODE. PLAN O . ' P. GONG. FTG. DWG(TVP. ALL DPL [DECK AREAS.) - I ��,. -'�nTION FFORE Of:' A _�PANCY Or lit O A.CE(.. me.,.,.,,, S� "1FER S" 'NOT GENERAL NOTES : CONSTRUCTION LEGEND : INSULATION NOTES : DOOR LEGEND : — _ ELECTRICAL LEGEND : 01 N 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES - EW OR EXTERHEATHIOR PARG (TYVTITION-2"EK X 6" OOD STUD WAW/ 1/2"1/2" GYP. BD (SCREWED/TAPED)COX PLYWD EXISTING EXTERIOR WALLS: 2"X4"WOOD STUD. R-15 HIGH DENSITY INSULATION NOTE. ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND 0) ISINWRAWPPED & LL TAPED), 6" EXPOSURE VINYL BY'CERTANTIEED' OR APPROVAL EQUAL. UNLESS OTHERWISE NOTED, PROV. SCREEN DOOR UNITS FOR ALL EXT. DOORS. REGULATIONS OF THE N,Y,B.F.U. AND A CERTIFICATE FROM THE N.Y.B F.U. 18 TO BY"CERTAINTEED OR APP. EQ )XTER AND ORDINANCES. r_, 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE CLR. PINE 4"COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY). NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. W W BY'CERTAINTEED' R APP I� OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND O ROVED EQUAL. 2 INTERIOR DOOR-2'0"X 6'8" SOLID PINE DOOR WITH RAISED PANELING PROV. NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE H CI WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. NEW INTERIOR PARTITION-2" X 4"WOOD STUD WALL WITH 1/2" GYP. BD. O SOLID BRASS HINGES &SCHLAGE HARDWARE. NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L TO BE SUPPLIED BY THE �(SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE NEW ROOF: R-30 KRAFT-FA. INSULATION BY 'CERTAINTEED' OR APPROVED EQ. ELECTRICAL CONTRACTOR. C THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND RESIST GYP, BD. (GREEN BD ) FOR ALL BATHROOM WALL AND CEILINGS, CRAWL SPACE: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES O INTERIOR DOOR-2'4" X US" SOLID PINE DOOR WITH RAISED z' CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS PROV. CEMENT WALL BD FOR ALL TILE AREAS. INSTALLED AS PER N.Y.S. BUILDING CODE, 3 PANELING. PROV. SOLID BRASS HINGES AND SCHLAGE HARDWARE. NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR FROM THE DIMENSIONS SHOWN. O.N.O.. DOWNUGHT TRIMS TO BE WHITE. 0 INTERIOR PAINT-I H BE "BENJAMIN MOORS" R) S ONE COAT PRIMER AND INTERIOR DOOR-2'6"X fi'8" SOLID PINE DOOR WITH RAISED PANELING. PROV. 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT NEW BASEMENT: R-10 RIGID FOAM 2'O" BELOW GRADE AROUND ENTIRE 4 DRAWINGS UNLESS OTHERWISE NOTED. U.O N ALL TRIM SEMI-GLOSS. BASEMENT PERIMITER. SOLID BRASS HINGES & SCHLAGE HARDWARE. DUPLEX ELECTRICAL RECEPTACLE BASEMENT CEILING: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES INTERIOR POCKET DOOR- 2'4" X 6'8" SOLID PINE DOOR WITH RAISED PANELING mGFl DUPLEX RECEPLTACLE/G ROUND FAULT INTERRUPT {L 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND WD HARDWOOD FLOORING- #1 WHITE OAK 2 1/4"W., 15LB. FELT., 5 PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE INSTALLED AS PER N.Y.S. BUILDING CODE. O PROVIDE SOLID BRASS HINGES AND SCHLAGE HARDWAREEsc DUPLEX SEPARATE CIRCUIT RECEPTACLE 0 V COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE CODES. SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED. INTERIOR POCKET DOOR- 2'6" X 6'8"SOLID PINE DOOR WITH RAISED u SUB FOR TILE AREAS TO BE SCREWED AND GLUED. O PANELING. PROV. SOLID BRASS HINGES AND SCHLAGE HARDWARE. $ WALL SWITCH ry 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO 4 t THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED CERAMIC TILE- "AMERICAN OLEAN"TILE OR APP EQ TILE TO BE INSTALLED WINDOW LEGEND : $ 3-WAY WALL SWITCH V INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. ® OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE -- '- O EXTERIOR SOLID BRASS HINGES- SOLID SCHLAGE DOOR WITH RAISED PANELING. a r \ rC [� WATERPROOF ADDITIVE MIXED IN. NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINEPROVIDE CEILING MOUNTED JUNCTION BOX V I� 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS PROVIDE NEW INSULATED FLOOR: 2"X 4" CCA ON FLATSIDE UNLESS OTHERWISE NOTED. EXTERIOR FRENCH WOOD DOOR- 3'0" X 6'B" - FWH306BA- WITH 2- 1'8" SIDELITES. U m RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. ® @ y6" O.C. W/POLY. URAFOMALIDIHIDE INSULATION BET�NEEN. 10 NOTE: ALL WINDOWS TO BE ANDERSEN CLAD CASEMENT WITH STANDARD PROVIDE SOLID BRASS HARDWARE BY WALL MOUNTED JUNCTION BOX APPLY 3/4" PLYWOOD SUBFLOOR TOTAL HT. INCREASE 2-4' 01 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE ABOVE EXISTING FLOOR SLAB. ANDERSEN HARDWARE. ALLOW FOR EXTENSION JAMBS FOR A 2"X6"WD. STUD WALL 10 RECESSED TED JUNCTION DOCUMENTED DIWITH T E COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. 11 PEXTERIOR STEEL ROVIDE SOLID BRAOSS HARDWARE BY'AMDERSEN.TED STEEL DOOR (PRIMED). (OUTSIDE LIGHTS TO BE WATER IGHTOI)ER" OR APPROVED EQUAL 8 PLUMBING LEGEND : 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING --- - - AO TW2442-2 OF AW251 10'-O" W. X 9'-O" H. GARAGE DOOR : �E EXTERIOR MOUNTED DOWNLIGI-IT (100W) r�T^,',1I Q PARALLEL TO THE FRAMING, PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. REFER TO CONSTRUCT DRAWINGS FOR SIZES, PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED E TW30-344 -20PROVIDE 1/2 H.P GARAGE DOOR CLOSER'WITH TWO CONTROLS. LIGHT Je WALL MOUNTED DUAL SPOT •I' CONSTRUCTION PLANS), FOLLOW ALL NECESSARY MI N.C. AND N.Y.S. y�4 - SUCH OR APP. EQUAL. \ 10 ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL �; NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST t THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK U � NECESSARY DRAIN VALVES. �p +EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "GROAN" HEAVY DUN UNIT Iu tyti F CH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK, OF PROV. FLOOR DRAIN AND 10. GAL. SUMP. �} ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFOREplyIfth WF LIGHT WITH FAN EXT. MOUNTED 0 A SMOKE DETECTF7� PROCEEDING. OR/CARBON MONOXIDE DETECTOR: TO BE HARD SHB PROVIDE FROST FREE HOSE BIBS. �1 iso WIRED TO CENTRAL CONTROL BOX G) CADET x„111 'le-7,! ) SHOWER HEAD /\ / Co�e�i >T NEW TELEPHONE RECEPTACLE CONSTRUCTIONNOTES : STANDARD' CAD T OERRICAN P s \\ J nD� COMPUTER MODEM RECEPTACLE - - APP. EQ. (WHITE) / (/ 1. PROVIDE 3 1/2"W. OAK FORMED RAILING, W/2" X 2" OAK SPINDLES, SECURE AS SINK: UNDER COUNTER / \ \ >v VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) REQUIRED TO NEW STAIR: 10" OAK TREADS &7 1/2" CUR. PINE RISERS. VERIFY OO S/S MOUNT ON "CORIAN" / \ \ STORAGE/ STAIR WIDTH AND HEIGHT IN THE FIELD, TOP. COUNTER 2'-O" D. "(, � \ \ \ \ UTILITIES — PROVIDE PL." LIT 2. PROVIDE 3 1/2" DIA. STRUCTURAL STEEL. COLUMN BEARING ON FOOTING. BATHTUB: AMERICAN / / \ T3"X 14'0" �p��� � W O3 & NEW LAUNDRY STANDARD OR APP. ALT. N7 �. SINK INSERT. /. ., a EQ. 5/4"X fi" CLEAR CEDAR DECK HEATING NOTES : ALT. OR 4" �' / ,'/,?�' \\ \ \\ TIMBERTEX 4" EXP. DECK Z o W -1. \ 15-1" \ \ \ /`lYsbC� 'fOU� COSe5 �" GARAGE / / : ' i/ PROVIDE NEW ELECTRIC HEATING REGISTERS IN ALL NEW AREAS. CUT OUT RECESSED PANELS 14'6"X 18'0" "+ / \\ \ (,' \ \ \ EO. EQ, WI CONTRACTOR TO SAVE ALL EXISTING HEATING REGISTERS DURING \�1 / /- a \ \ q-N4 �f,k•A /Is /L�p�„rip '^ IN NEW GARAGE DOOR FOR VJ DEMO FOR REUSE. EXISTING HOT WATER HEATER TO BE RELOCATED INFLOW/OUTFLOW OPENINGS. / VIDE FLOW rr L' INTO NEW UTILITY ROOM. / - / H U-VALVE d'' ”. 0 , 7 o.� / W PROV, NEW VINYL OR CUSTOM 5 9 / ' 9 , ' - / �C�'/ >Y�A-T� p+ /.� a� CEDAR LOUVER PANELS W/ W / X' Cn' //yy'' SCREENED BACKS. 4UNITS / / \ \ a ,; Ja / \\ /�EeV�rt.+=4 ra lGnri,ay GZEUO-1 LL PAINTING NOTES : @ , _6" W/ +/- X ,,_2„ H.+/- wEA s • (APPRox. ,000SQ. _ �uP - — -111 s� «v..-rte AZL ���•��c,agYa�n"i �— PROVIDE NEW WALLS BENJAMIN MOOR WITH SEMI-ROUHOON ALL ATDOORS FINISH ALL 2 / /,/ I\ & CL G D. WALLS L - d--,- J9 JB —�- r -� F,QUU5K6.-IT To Co,,.p�Y e+i>,V P<eKo /Ropf 74 ALL WALLS TO RECEIVE 1 COAT PRIMER PLUS THREE COATS FINISH. E PAINTS IN N D LOSS I PROV, 5 8” AL / 1 — T_ !. o I I - /P�R �VIDE FLOW / - - - - 'H- - - -_- - - - - - - -_- -. Lu EL, 8'-6" / Je \ 2-Fn �� 1 \ ' TH U-VALVE - - - - _ - _ - _ de PROVIDE VIEW I III HOLE \ 5C\ /�\ 1' 1'-O" (T1'P. AL \ a I CONC. SVOCK THIS I O 4 AREA A ER NEW a �} \� O f ?U �s ]I \ WINDOW INSTALL. III B U /A4 j` UO PROV FLOW I / RIS RS �P, \ / -I \ „ / - � - ® JB b0 I THRU-VA E E , z PROV. 5" DIA.. CORE _ �-�.- \ \ S`a 4!< ^'r+.lT'�� 1 1'-0"X 1'-0" P. ALL BEARING PT. DRILLED HOLE CLOSE \ / / X' ) TO FRONT GAR. DOOR \ \ _ /� \ [-moo ?4r .f- ` - CONST. / -yAy.�� I FROM PT. ABOVE I 0 SCREENED BACK 1\ T / TF ® I STORAGE AMI I III � \ ! \ ARALBM. r STU COL.PV 3 /FOR EARINGDI . STIR T I E ta'6"X t3'e" `S•,\ \ " • \ OPEN PER L4NDIN � y' /20 U 2❑ I • LOAD. I2- , 3/4"X117/8" �•T. . �U�j \ Db III' _ 2 1 PAF BM. `.' W \ \ I• \ PROV. /e" GYP. BD. ALL H H,- U I BELOW. \ L SURFA ES & R-19 JaLLUp' 4 I f I INSULA ION. I I \bO EXIREMAIJ ,�IQ2J� /d"T*D J 2-66" IIIN od _2' X I. I 21O0"CCA FJ \ . - - N / I III 811 DIA STRUCT FIBERGLASS / L 14'-7" \ r - uII X I PROVIDE W I COLUMN (TYP. ALL DECK AREAS) \ 2- 1 W/4"X 9/1L H CONC. BLO THIS I Z CONST. _ I PARALAM Je BM. AREA AFTER W I E U 0 PROVIDE 2- #5 STV.RE BOTH AREAS.)TION ITHESEDE FLO LOVE AT NOTE"2" 4 - -2^ -'C J I WINDOW INSTAL X 19' C.C. EXI T.C J TO I ¢ m (TY — _ AMAIN SD II III U) I A STORAGE x r-O vv� AL�� 3S 5F 5D PROM E FLOW //Ds III oSTORAGEX o o ,F / ° — a sF 4 n -V. I I 10'8"X Y,'C@t2"O 11-6-1 X ,2'C" - 2 1HRU- ALVE I`, F I + 11'-O" X -O (IYPI ALL),, ,_ O Z3 33 Z Z Zlu > IZ- ❑ I/�{: 4 '6" WWW GJ fL G1 C Ill (7 I *SD O P F 1\ PROVIDE NEW IIII ¢¢ ¢ ¢000 CONC. BLOCK THIS W CC 12'-2" _ - _ 3 / AREA AFTER NEW ¢ Ir x m Ir�j" I- (- EXISTING j EXISTING C.J. TO 1 I WINDOW INSTALL. m 1 0000 OBJ ❑ O FOUNDATION r REMAIN &CUT \ - ® II' Q I F H O j WALL TO REMAIN. BACK TO NEW WALL. 1 - -- I77 ,2"x 10^cCA FJ I Y II. E Z Z Z Z pj N W a / @1e^o.c. W I WW WW W� NN - rck OU J7 J_ 06 \ � �uP OI 3/2 X2G = &325F\ 0000 DOm �L �_ —F - _- - _ � EXISTING _ _- _ Z 'I 9 X23= 20>5� f/o, = /11- � 5� ❑ 0 ❑ O OD 00 FOUNDATION W W W W W W W w 32'-4" WALL TO REMAIN, I III �ax�l/L _ SSS Lu S sq. /,.y ]7 jD D-1 v n Wn n mv; Ir 50 CX22 III I /306 S� N 00 800 a a) 0 0 134" I.F. I y �� ton aCi o III 2"X10- CCA FJ ®ts°o.c, 2"X 10'CCA FJ 2'X10"CCA FJ FILE NO.; (iYP,) 61 A. C. (rvPJ @te"o.c. (tw.> C OCUR III II II II II II II II; E . r r v. �' I ,I P (S1-9-01 SCALE: — ;p II II II II II II III �h, ( I -'i 1/4"=1 _ III DWG. NAME BASEMENT T +.I LINEOFDECKABOVE - �- _. , L--1J BASEME NT 28'10"V.I.F. t111�yawriia;,b&. ONSTR0 ;710 6„ X ,._6„x ,o" D. a�a�� A 4y ,, PLAN P. CONC. FTG. Q2 - - �F} r..l-- (TYP. ALL DECK AREAS.) cT ads W �1'i�.': DWG. NO.: — A { �adces"�.1 ) A. 0 GENERAL NOTES : CONSTRUCTION LEGEND : INSULATION NOTES : DOOR LEGEND : ELECTRICAL LEGE-ND : N z N V1 N Q� WITH FEDERAL STATE, AND LOCAL BUILDING CODES NEW EXTERIOR PARTITION- 2"X 6" WOOD STUD WALL W/ 1/2"CDX PLYWD. EXISTING EXTERIOR WALLS: 21X4" WOOD STUD. R-15 HIGH DENSITY INSULATION NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE NOTE: ALL ELECTRICAL WORK TO N IN ACCORDANCE WITH THE RULES AND .+ A ALL WORK SHALL COMPLY , BY'CERTANTIEED' OR APPROVAL EQUAL UNLESS OTHERWISE NOTED. PROV. SCREEN DOOR UNITS FOR ALL EXT. DOORS REGULATIONS T THEN OWNER U ANDA CERTIFICATE FROM THE N.Y.B.F.U. IS TO � AND ORDINANCES. L EXTERIOR SHEATHING (TWEK WRAPPED &TAPED), 6" EXPOSURE PERF. WD. SHINGLES (PROV. 1 COAT BLEACHING OIL), 1/2" GYP BD.(SCREWED/TAPED) BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. P CUR. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY). NEW EXTERIOR WALLS. 2"X6"W000 STUD. R-19 FOIL FA. HIGH DENSITY INSULATION INTERIOR DOOR- 1'2"X 6'8" SOLID PINE DOOR WITH RAISED PANELING. PROV. BY OR APPROVED EQUAL O SOLID BRASS HINGES & SCHLAGE HARDWARE NOTE THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE 1i W 2 BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE ,.• F'I OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT-L. TO BE SUPPLIED BY THE r I� WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. NEW INTERIOR PARTITION- 2" X 4"WOOD STUD WALL WITH 1/2" GYP. BD. NEW ROOF: R-30 KRAFT-FA INSULATION BV'CERTAINTEED' OR APPROVED EQ INTERIOR DOOR-2'0"X 6'8" SOLID PINE DOOR WITH RAISED PANELING. PROV ELECTRICAL CONTRACTOR V M Q ' (SCREWEDlfAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE O SOLID BRASS HINGES & SCHLAGE HARDWARE. I� NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. CRAWL SPACE: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES CONDITIONS ON THE JOB THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS PROV. CEMENT WALL BD. FOR ALL TILE AREAS. INSTALLED AS PER N.Y S. BUILDING CODE. INTERIOR DOOR- 2'4" X 6'6" SOLID PINE DOOR WITH RAISED O.N O.. DOWNUGHT TRIMS TO BE WHITE, FROM THE DIMENSIONS SHOWN. INTERIOR PAINT-TO BE "BENJAMIN MOORE" U_O N ONE COAT PRIMER AND 3 (�] NEW BASEMENT: R-10 RIGID FOAM 2'0" BELOW GRADE AROUND ENTIRE O PANELING. PROV. SOLID BRASS HINGES AND SCHLAGE HARDWARE z 4TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT BASEMENT PERIMITER. 1 DUPLEX ELECTRICAL RECEPTACLE -GLOSS. INTERIOR DOOR- 2'6" X US" SOLID PINE DOOR WITH RAISED PANELING. PROV. ,, [4 . THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE O4 WGFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT F[4DRAWINGS UNLESS OTHERWISE NOTED. U.O.N. ALL TRIM SEMI BASEMENT CEILING R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES SOLID BRASS HINGES &SCHLAGE HARDWARE. , P 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND ® HARDWOOD FLOORING-SELECT WHITE OAK 21/4 . 151LB. FELT., INSTALLED AS PER N.Y.S. BUILDING CODE. 5 u PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. INTERIOR POCKET DOOR- 2'4" X 6'8" SOLID PINE DOOR WITH RAISED PANELING Esc DUPLEX SEPARATE CIRCUIT RECEPTACLE V COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE O PROVIDE SOLID BRASS HINGES AND SCHLAGE HARDWARE. a CODES. SUB-FLOOR-USE 3/4" THICK PLYWOOD GLUED AND NAILED. vj $ WALL SWITCH SUB FOR TILE AREAS TO BE SCREWED AND GLUED. INTERIOR POCKET 6 THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO 6 $a 3-WAY WALL SWITCH THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED CERAMIC TILE -"AMERICAN O.N TILE OR APP. EO TILE TO O INSTALLED WINDOW LEGEND : O PANEL NGRO SOLIDRBRASS HINGES MND SCHLAGE HARDWARE '6" X 6'B" SOLID PINE DOOR WITH RAISED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. ® OVER 1/2" CEMENT BOARD U .N WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE 7 INTERIOR DOOR - PAIR - 20" X 6'8" SOLID PINE DOORS WITH RAISED PANELING. 101s CEILING MOUNTED JUNCTION BOX rTl 7, THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS UNLESS OTHERWISE NOTED. O PROV. SOLID BRASS HINGES & SCHLAGE HARDWARE. �.( w RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE NOTE, ALL WINDOWS TO BE ANDERSEN CLAD CASEMENT WITH STANDARD T DOOR- PAIR 24"X 61811 S &SCHLAGE IDD PINE DE RS WITH RAISED PANEUNGO,i WALL MOUNTED JUNCTION BOX ANDERSEN HARDWARE. ALLOW FOR EXTENSION JAMBS FOR A 2" PROVIDE SOLID X6"WD. STUD WALL. O I" 0 8 ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE PLUMBING LEGEND : COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. RECESSED DOWNLIGHT (100w) "LIGHTOILER" OR APPROVED EQUAL u z DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO 9 EXTERIOR DOOR- 2'8"X 618" - SOLID PINE DOOR WITH RAISED PANELING STARTING ADDITIONAL WORK. - - AO 7W2442-2OB TW2442 © TW26410 O PROVIDE SOLID BRASS HINGES & SCH LAGE HARDWARE. Oe EXTERIOR MOUNTED DOWNLIGHT (100W) I�I�I OU 9. DOUBLE JOISTS ARC TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING EXTERIOR FRENCH WOOD DOOR- 2'8" X 68" - FWH2968A. wJ8 WALL MOUNTED DUAL SPOT LIGHT ^I a PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED OD TW2431 0-3 OE TWSO-3442-20 O AW251 10 PROVIDE SOLID BRASS HARDWARE BY ANDERSEN.- REFER TO CONSTRUCT DRAWINGS FOR SIZES. P ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N.Y.C. AND N.V.S. 11 U BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL © AW51 PROVIDE 'ANDERSON' FLEX J VENTING ROOF WINDOW: EXTERIOR FRENCH WOOD DOOR- 3'0" X 6"8" - FWH3068A- WITH PS" SIDELITES NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST �/ Q 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. NECESSARY DRAIN VALVES. O FRAME 8'0"X 1'2"TRANSOM O eF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAW DUTY UNIT _ I WINDOWS "ANDERSEN RV 2857 O PROVIDE SOLID BRASS HARDWARE BY'AMIDERSEN! OR APP. EQUAL. 04 Z 11 THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK 0P PROV. FLOOR DRAIN AND 10. GAL SUMP, 0 SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK, PAI NTI N G NOTES . 12 EXTERIOR OLID BRASS H SLIDER DOOR- DE X 6'8"- FWH2968. EXT. MOUNTED LIGHT WITH FAN ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE O PROVIDE SOLID BRASS HARDWARE BY'ANDERSEN ' F PROCEEDING. SHB PROVIDE FROST FREE HOSE BIBS. EXTERIOR FRENCHWOOD SLIDER DOOR- 8'0"X 6'8"- FWG8068. *s0 SMOKE DETECTOR/CARBON CONTROL B DETECTOR: TO BE p 13 PROVIDE SOLID BRASS HARDWARE BY'ANDERSEN.' HARD WIRED TO CENTRAL CONTROL BOX DT NEW TELEPHONE RECEPTACLE *S SHOWER HEAD ALL WALLS TO RECEIVE 1 COAT PRIMER PLUS THREE COATS FINISH. . PROVIDE BENJAMIN MOORE PAINTS THROUHOUT. SATIN FINISH ALL 14 9'-O"X 9'-0" GARAGE DOOR NEW WALLS AND CEILINGS WITH SEMI-GLOSS ON ALL DOORS &TRIM. Dc COMPUTER MODEM RECEPTACLE M CONSTRUCTION NOTES : " p VACUUM OUTLET (PROVIDE NECESSARY ELIC. POWER) v 1, PROVIDE 31/211 NEW HEIGHT IN THE FIELD. C RAP SPINDLES, SECURE RISERS. VERIFY AS 151-711 LL W. OAK FORMED RAILING, W/2"X i REQUIRED TO NEW STAIR: 10"OAK TREADS &71/2" � ZT-S° STAIR WIDTH AN 2 PROVIDE 3 1/2' DIA. STRUCTURAL STEEL COLUMN BEARING ON FOOTING. KITCHEN _E.I.K. 2- 1 3/4"X 11 7/8" 13'0"X 15'0" 10'0'X 13'6" PARALLAM BEAM x L !J u ,} HEATING NOTES : - - - qN 2-2"X 10"OCA I� - - G.p \ A STRUTS FOR U n SUN OVERHANG LL. PROVIDE NEW ELECTRIC HEATING REGISTERS IN ALL NEW AREAS. AO /� 4 C D /My I � � �� � O O LL DEMO FOR REUSE. EXISTING HOT WATER HEATER TO BE RELOCATED CONTRACTOR TO SAVE ALL EXISTING HEATING REGISTERS DURING so O I II \ INTO NEW UTILITY ROOM. OOO / / — \` _/ / �\ � \\ //A ® \ T 1— II � � ' �I /i LL GF I U \\ STRUCT. CONNECTOR F. Js Js VO O FOR 2 -2")% 10"OCA � / — a O — E—� STRUTS. L \ a C 7- - - - - \ I �s0 — /CONST. h\ � - P NOTIE 1.. I I N(OTEP. 2" TI _ - J5 Z- 2- 1 3/4"X 11 7/8" PARM DIM BEAM BEDROOM - 7JB O �. -- P Uv DN. f X o - H _ IJ IV3 L 1 2"X 10"CCA CJS— ® O a 2- 1 3/4"X 11 7/6" PARALLAM BEAM — — / CONST -- i a 1 NOTEE)2" O 15'-1011 // 4 G` F I PROVIDE 1"X 2"CEDAR _____---STRIPS. (CONTINUOUS (. UNDER UPPER DECK) 2 u 2 ¢W U 1 J fll U 13 Q C Q U O COA CJ L. L O Lu 0 d H BEDROOM _ • — 01& 0C. oN U In c _ _ LIVING ROOM_ 0 0 mQ B 13'0'X 160" 0 ) 0 0o AO F s--- TOIREIMAINP./CHIMNEY _ - D W J W CW TWA 7 qJ D 7j N A N NIt BATH up o o °o °o 0 EXISTING -. - 2 �fBF$/� N N D N 01 t��0 �oK/b 2= SG sP FILE NO. c_1 Cr CUR //3 :sr 7-21-00 SCALE: o _ 1/4"VID" DWG. NF MI"c FIRST FLOOR FI F i-T "„peaaeeeselatawsrNp FL00131PLAN dL DWG. NO.: � sE =" aatoii� Fs A . 1 �PPEOpEi.'S4LGFPF�T1�'A GENERAL NOTES : CONSTRUCTION LEGEND_ INSULATION NOTES : DOOR LEGEND : ELECTRICAL LEGEND : ) � 1 ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES NEW EXTERIOR PARTITION- 2" X 6"WOOD STUD WALL W/ 1/2" CDX PLYWD. EXISTING EXTERIOR WALLS: 2"1 WOOD STUD. R-15 HIGH DENSITY INSULATION NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE NOTEALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND .+ AND ORDINANCES EXTERIOR SHEATHING (TWEK WRAPPED &TAPED), 5"'VINYL SIDING BY'CERTANTIEED' OR APPROVAL EQUAL. UNLESS OTHERWISE NOTED. PROV. SCREEN DOOR UNITS FOR ALL EXT DOORS. REGULATIONS OF THE N.Y.B F.U. AND A CERTIFICATE_ FROM THE N.Y.B.F.U. IS TO I " (BY EXTERIOR "CERTSHEATHING NTERD" OR APP. EQ.), AP GYP. TAPEDRE"VIN/TAPED) BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. T " IMR19 FOIL FACE IINSUL (HIGH DENSITY) NOTE: THE OWNER SHAL 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE CUR. PINE 4COLONIAL BASE TR , & - NEW EXTERIOR WALLS: 2"X6"WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION uu BY'CERTAINTEED' OR APPROVED EQUAL. INTERIOR DOOR- 2'6"X 6'8" SOLID PINE DOOR WITH RAISED PANELING. PROV SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE ^ N W OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND 4 r¢1 F4 WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS NEW INTERIOR PARTITION- 2"X 4" WOOD STUD WALL WITH 1/2" GYP. BD. NEW ROOF' R-30 KRAFT-FA INSULATION 13Y'CERTAINTEED' OR APPROVED EQ O SOLID BRASS HINGES &SCHLAGE HARDWARE. NOTED ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED 6Y THE V - (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE' PROVIDE MOISTURE ELECTRICAL CONTRACTOR. M Q 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND RESIST GYP. BD (GREEN BD ) FOR ALL BATHROOM WALL AND CEILINGS. y2 EXTERIOR FRENCH WOOD SLIDER DOOR- IG'O"X fi'8"- FWH2968. CRAWL SPACE' ER INSULATION WITH PROPER WIRE TIES O PROVIDE SOLID BRASS HARDWARE BY 'ANDERSEN.' NOTE' ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR CONDITIONS ON THE JOB THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS PROV. CEMENT WALL BD FOR ALL TILE AREAS O FROM THE DIMENSIONS SHOWN INSTALLED AS PER N.Y.Y S S BUILDING DING CODE. O.N.O. DOWNLIGHT TRIMS TO BE WHITE [y�] INTERIOR PAINT-TO BE "BENJAMIN MOORE" U 0 N OINE COAT PRIMER AND NEW BASEMENT: R-10 RIGID FOAM 2'O" BELOW GRADE AROUND ENTIRE 4 THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE TWO COATS FINISH (COLORS T B.D. BY OWNER) SATIN FIN. THROUGHOUT BASEMENT PERIMITER. m DUPLEX ELECTRICAL RECEPTACLE111.4 DRAWINGS UNLESS OTHERWISE NOTED U.O N.ALL TRIM SEMI-GLOSS BASEMENT CEILING: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES mGFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT u 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND HARDWOOD FLOORING-#1 WHITE OAK 2 1/4"W., 15LB. FELT INSTALLED AS PER N.Y.S. BUILDING CODE. (Dsc DUPLEX SEPARATE CIRCUIT RECEPTACLE O 5 U PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE:. COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE SUB-FLOOR-USE 3/4" THICK PLYWOOD GLUED AND NAILED. '4 $ WALL SWITCH CODES. SUB FOR TILE AREAS TO BE SCREWED AND GLUED. ���--"'yyy 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED CERAMIC TILE - "AMERICAN O N. TILE OR APP. OR TILE TO BE INSTALLED WINDOW LEGEND $a 3-WAY WALL SWITCH Q (~ INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT ® OVER 1/2" CEMENT BOARD U O N. WALL AND FLOOR GROUT TO HAVE -- - '"- r�hI, p WATERPROOF ADDITIVE MIXED IN. NOTE, ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE �e CEILING MOUNTED JUNCTION BOX 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS UNLESS OTHERWISE NOTED. FJ � RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. NOTE ALL WINDOWS TO BE ANDERSEN CLAD CASEMENT WITH STANDARD PAINTING NOTES : 0Je WALL MOUNTED JUNCTION BOX B. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BEANDERSEN HARDWARE. ALLOW FOR EXTENSION JAMBS FORA 2"X6E "WD. STUD WALL. - ---- - DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO PLUMBING LEGEND COLOR TO BWHITE. PROV. SCREENS FOR ALL WINDOWS. RECESSED DOWNLIGHT (100w) "LIGHTOILER" OR APPROVED EQUAL u O STARTING ADDITIONAL WORK. IIr��Ii ALL WALLS N RECEIVE 1 COAT PRIMER PULS THREE COATS FINISH. �E EXTERIOR MOUNTED DOWNLIGHT (100W) T O 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PROVIDE BENJAMIN MOORS PAINTS SEMI-GLOSS ON SATIN FINISH ALL I^' OH CW13 NEW WALLS AND CEILINGS WITH SEMI-GLCISS ON ALL DOORS &TRIM � G^ PARALLEL TO THE FRAMING PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS OR PROVIDE ALL NECESSARY PLUMBING ROUGHING ANEI VENTING AS INDICATED �e WALL MOUNTED DUAL SPOT LIGHT rr \l1 REFER TO CONSTRUCT DRAWINGS FOR SIZES ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N.Y.0 AND N.Y.S V BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV ALL NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST vvll 10 ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. NECESSARY DRAIN VALVES, �EF FAN/LIGHT WITH DUAL SWITCH AT WALL "BROAN" HEAVY DUTY UNIT _ I Q 11 THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL-WORK 0 PROV. FLOOR DRAIN AND 10 GAL. SUMP EXT.APP EQUAL. SUCH AS BUT NOT LIMITED TO. MILLWORK, SPRINKLER SYSTEMS AND STEEL WORKF EXT. MOUNTED LIGHT WITH FAN ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE V iso SMOKE/CARBON MONOXIDE DETECTOR: TO BE HARD WIRED TO PROCEEDING. *HB PROVIDE FROST FREE HOSE BIBS. CENTRAL CONTROL BOX *S SHOWER HEAD DT NEW TELEPHONE RECEPTACLE O Dc COMPUTER MODEM RECEPTACLE M CONSTRUCTION NOTES : OSTANDARD" CET OR"AMERICAN y ARE. EQ (WHITE) FIV VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) 1 PROVIDE 3 1/2"W. OAK FORMED RAILING, W/2" X 2" OAK SPINDLES, SECURE AS SINK. UNDER COUNTER REQUIRED TO NEW STAIR. 10" OAK TREADS &7 1/2" CUR. PINE RISERS, VERIFY OO S/S MOUNT ON "CORIAN" STAIR WIDTH AND HEIGHT IN THE FIELD. TOP 2. PROVIDE 3 1/2" DIA. STRUCTURAL STEEL. COLUMN BEARING ON FOOTING. BATHTUB: AMERICAN O STANDARD OR APP EQ 7 0 HEATING NOTES : - -- ------ \ n Z PROVIDE NEW ELECTRIC HEATING REGISTERS IN ALL NEW AREASI ' CONTRACTOR TO SAVE ALL EXISTING HEATING REGISTERS DURINGy�y DEMO FOR REUSE. EXISTING HOT WATER HEATER TO BE RELOCATED INTO NEW UTILITY ROOM / A , \ 2-2"X 10" CCA JOISTS I / \ /\ r I7 I 4� I Illi 1 I Iilli SLAYER 3 - I I II IIi11 I 1 I � R iT r =� /4" X D " . LAMINATED I r - STAIR &DECK EEDGE TO ROTH CUR CEDAR -- SIDES OF NEW CLEVER I I� I,� I - I I ' = = I II I - �- J \ VIII a p SLATES 41P VIcTICAL 0 \ ZO H D i - - - - - - - - a r0 ir iso ¢O F iso STEEL RAILING FRAMES (BY CABLE RAIL) N \ ON da de p N 2" DIA. EPDXY COATED ELL RAIL&FOOT RAIL. W \ m a MAXIMUM 2" DIA POST SPACING 3'-0" O C ❑ (CABLE SPACING MAXIMUM 3") -IF L \ CONST 4 GJ s NOTE", . - - - - - of F7 7FF 0Z Z r =- — — — — — — ' — — — — _ _�� ' — Je wGJ GJw (u Irw r \\ 1 ' �a s/a"xs^ ccA ❑ECK � �Ir Ir �w �� - - — — — — — — — — — — — — — a — — — ¢ ¢ EO ¢ dH s 00 00 0 ¢ JB oF - - ¢� ¢ OF s WW WW W OUJ - ¢ 0Z ZZ ZZ ZUN all N O . UJ • I JJ ' JJ J JW L) U� — - - - - - - - - � - - - - - - - - cc co 0 0¢ — _ X'1 - - Ij ATTIC 00 00 0 Om 7 DOLEI ❑ OW WW WW W WUJ LINE OF NEW OVERHANG CONNECTED TO N N NUJ I/) 0)W EXISTING ROOF. NEW OVERHANG TO ALIGN fD N G)0 N NW -- -- WITH EXISTING AND PROJECT OUT 3'0" BEYOND EXISTING. NEW ROOF RAFTERS TO BE 2"X 1 U TO 00 00 O e00 0 E Ell] 0 ]] ED ❑ 00 D -- -- _ - _ - -- MATCH EXISTING. PROVIDE T&G 6"W "V"JOINT W UO p V T I� - - - _ - - — SOFFIT. N �.- --- N w N. I_ — _ __ - - -- U) N Ip (0 t0 � W r- - _ - FILE 2' ). C EXIST. CHIMNEY'f0 REMAIN ,/ F-14-00 L - - - '- ' - - - - - - .- - - - .- - - - ' - - - - - - J '\ - - - - - 32'-4" JrI PX3�, S, G.C> SCALE .� a x lz = 36 ,01^Wll L,�Iceeia1,, 114 '=41 '0" --- -' - ,.,.bv �'✓4'I,r.� loft-an Ws'IG^ 3.5x6 = 2l a`��%�}i,�� '��u�pp°�p�°�`'frys ma Bt tic "S,� DWG. DAME: SECOND FLOOR SECONUFLOO THIRD FLOOR SECTION T coNsrFzucrloN �A Q m29�.���.�m�_ PIAN d➢B^ PV�'PP �a` DWG. '70 A . 2 N N m m N +' V,) m II al Y Lu N 0 rv, } v) Z .I (0 w U tt zW z k UZ Illy) y. X F- yl 2; O CI O d U2: a 0 < Li O 0 Z EXISTING DIBL 2"X 10" EXISTING CONT. COBRA RIDGE BEAIM7_ RIDGE VENT. _ Lo 0 V co lJ .Z Y EXISTING CEILING 8' HIGH l LI 0 EXISITNG 2"X 101" RR AT CENTER ONLY. /1 @ -I6" C.C. (TYR ALL)—4 \'J W Iz cC c.� EXISTING 2"X 10" FJ @ 16" O.C. CYP) EXISTING 2'X 10�" -- BEAM _ EXISTING 2" X 4"STUD `1 WALLS. (TYP. ALL) [r \\—FISTING 5/8" GYP_ . BD. JJJJJ�I — --- (T YPICAL ALL.) \\ / \ EXISTING 2"X 10" BOX JIB Q BEAM. (TYR. ALL) _7 J EXISTING 3/4" PLYWOOD SUBFLOOR. CYP. ALL) i= 0 EXISTING 2" X 10" FJ @ '16" O.0 (TYP.) R-13 FIBERGLASS INSULATION [� /IN EXTERIOR WALLS CNP ALL) f n FF-71 ISI I EXISTING 2"L.8" HEADER. III III /1 O (EXISTING ALL.) 2"X 4" STUD EXTERIOR `J (J� EXISTING 5/8" GYP. BID, /WALL. (TYP.ALL)) ZU (TYPICAL ALL) EXISTING ANDEIREN \ d WINDOW W/DOIUBLE EXISTING SOARED & BATTEN PANE GLASS. iE SIDING. IT C) U) W EXISTING 2" X 4' CCA ❑ _ SILL PLATE (TYIP.ALI_) y 8" CON(. BLOCK�UNDATION 7 77 sr ? cc ❑ r'„ e EXISTING 4" P CONC. FLOOR c LL INSU TEC.P FLO : 2"X 4';�CCA N TSIDE' O BE. EO. EN. AP Y3/4' OED SFILCOR.TIOM EAST ELEVATION W O J U m 0 0 ❑ ❑ 1 7 L co N 0 0 co e W � O FILE NO : CBS EX 01-02-01 SCALE: d 1/4 _1 0 N\R,��tlY�OD %�� ✓FDWG NAME \A\G C D � � a� EXI:;TING p0 _ __ ° BUIL LANG ° ��o SEC TION 16205.1,6.0[)` 1 gn�eao�wleo(wro\aOwG. Iv_i A. 13' EX _ _. rL�TL11f P' w� L - ter' -- - --- L_ r - F wt> LU uj Ir �) LEFT ELEVATION CLU 0 z 0 Q ' LU FEI C - o a� — 0 _I - � OC cl - o a CI = a w ai ¢ Um CL -- - 0 O Ci000 0 0 LL 0F 00 Z z Z N N _] — W w LLI w (p N U U u ¢ ¢ O 0 0 0 W – _ ❑ Lou (�� WLU Lo U) n N Q cc 0 S 0000 -- — 7 (0O m �J f� 0 N }+I N - FILE NO.: — — C—BS CIUR -- - 7-27-DD SCALE: -- DWG. NAK E S ECTPC N/ ELEVATIONS �µeeuuuµe�. RIGHT ELEVATION �� gNE �����A DWG. NO.:� A. 3 trr�F'fi 6➢1� 09E�ei��� T � N 0.r _ - — • Os — � 7 I"1 u — — - T H 0 T U 0 Q W � w z ui REAR ELEVATION o 0 � � w ° 0 Z 0 Qo - - - N -- W D W _ D -- Z � L W Ill U m L lrl - r F- 0 0 CC Ir 0 °JO ❑ n[F-1 F[ n F[lLLLL LLQ) w A Z Z Z (!) (/7 N Z) Z)FlW W WD 0 (Q J J _l WL! ° D ua, ¢ x 0 0 ° 'cl) _ _ O D iiu w° °w MEN > > D :: N m ncr. i yx _ — ui o 0 oc 00 -- — , a a� a \ - N 50 �- FILE NO.. EE C_ELEV CUR r-- -z7-oo SCALE: - DWG. NAME ELEVATIONS it"°xe�xp FRONT ELEVATION A DWG. NO.:go — w_ A. 4 rl GENERAL NOTES : CONSTRUCTION LEGEND : INSULATION NOTES : DOOR LEGEND : ELECTRICAL LEGEND : NOTE ALL ELECTRICAL AL BUILDING CODES NEW EXTERIOR PARTITION-2"X 6"WOOD STUD WALL W/ 1/2" COX PLYWD. EXISTING EXTERIOR WALLS' 2"X4"WOOD STUD. R-,5 HIGH DENSITY INSULATION NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE WORK TO BE IN ACCORDANCE WITH THE RULES AND 1 ALL WORK SHALL COMPLY WITH FEDERAL, STATE,AND LOC N BY'CERTANTIEED' OR APPROVAL EQUAL. UNLESS OTHERWISE NOTED. PROV. SCREEN DOOR UNITS FOR ALL EXT. DOORS REGULATIONS T THE N.Y.B.E.U. ANDA CERTIFICATE FROM THE N.Y.B,F.U. IS TO N AND ORDINANCES. EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), 5"VINYL SIDING BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. (BY'CERTAINTERD" OR APP. EQ.), 1/2" GYP. BD.(SCREWED /TAPED) NEW EXTERIOR WALLS 211X6"WOOD STUD R-19 FOIL FA. HIGH DENSITY INSULATION 2 BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE OUR. PINE 4"COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY). BY'CERTAINTEED' OR APPROVED EQUAL. INTERIOR DOOR-2'6" X 6'8" SOLID PINE DOOR WITH RAISED PANELING. PROV. NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE e OWNER AND ARCHITECT WITH COPIES , T ALL REQUIRED INSURANCE AND O4 SOLID BRASS HINGES &SCHLAGE HARDWARE. NOTED ALL OTHER ELECTRICAL EQUIPMENT AND MATT. TO BE SUPPLIED BY THE WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. NEW INTERIOR PARTITION-2" X 4"WOOD STUD WALL WITH 1/2" GYP. BD. NEW ROOF: R-30 KRAFT-FA INSULATION BY OR APPROVED EQ ELECTRICAL CONTRACTOR. (SCREWED/TAPED) APPLIED BOTH SIDES NOTE: PROVIDE MOISTURE 12 EXTERIOR PERMA SHIELD GLIDING DOOR- &0"X 6'10" - PS6R. 2 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS, CRAWL SPACE: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES PROVIDE SOLID BRASS HARDWARE BY'ANDERSEN.- NOTE: ALL SWITCHES AND RECEPTACLES EPTA ITE TO BE 'LUTRON', "DECORA" IN COLOR CONDITIONS A THE JOB THE ARCHITECT BLE F BE NOTIFIED SI ANY VARIATIONS PROV. CEMENT WALL BD. FOR ALL TILE AREAS. INSTALLED AS PER N.Y.S. BUILDING CODE. O.N.O.. DOWNLIGHT TRIMS TO BE WHITE FROM THE DIMENSIONS SHOWN. D INTERIOR PAINT-TO BE"BENJAMIN MOORS" U.O.N ONE COAT PRIMER AND NEW BASEMENT: R-10 RIGID FOAM 00" BELOW GRADE AROUND ENTIRE DUPLEX ELECTRICAL RECEPTACLE 4 THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT BASEMENT PERIMITER. CiH DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT z DRAWINGS UNLESS OTHERWISE NOTED. U.O.N. ALL TRIM SEMI-GLOSS. LLI BASEMENT CEILING. R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES J 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND ® HARDWOOD FLOORING-#1 WHITE OAK 2 1/4"W.. ,SLB. FELT INSTALLED AS PER N.Y.S. BUILDING CODE. PAI NT I N G NOTES . sc DUPLEX SEPARATE CIRCUIT RECEPTACLE W PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. S WALL SWITCH COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED, CODES. H SUB FOR TILE AREAS TO BE SCREWED AND GLUED. WINDOW LEGEND : Z 6.THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES,AND COSTS RELATED TO ALL WALLS TO RECEIVE 1 COAT PRIMER PLUS THREE COATS FINISH. a 3-WAY WALL SWITCH W CERAMIC TILE- "AMERICAN CLEAN"TILE OR ARE. EQ. TILE TO BE INSTALLED PROVIDE BENJAMIN MOORS PAINTS I-OLOS OUT SATIN FINISH ALL W THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED ® OVER 1/2" CEMENT BOARD U.O.N WALL AND FLOOR GROUT TO HAVE NEW WALLS AND CEILINGS WITH SEMI-GLOSS ON ALL DOORS &TRIM. y INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. WATERPROOF ADDITIVE MIXED IN. I,� JB CEILING MOUNTED JUNCTION BOX NOTE: ALL INTERIOR CASING TO BE 3 1/2" CLEAR PINE w 7.THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS WITH SQUARE CORNER CUTS P ds WALL MOUNTED JUNCTION BOX 4 RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE J013 SITE NOTE: ALL WINDOWS TO BE ANDERSEN CLAD WITH STANDARD ANDERSON )' Q 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE. ' HARDWARE. ALLOW FOR EXTENSION JAMBS FORA 2"X6" WD. STUD WALL. RECESSED DOWNLIGHT (,OOw) "LIGHTOILER" OR APPROVED EQUAL W DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO PLUMBING LEGEND COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. ~ STARTING ADDITIONAL WORK. +' E EXTERIOR MOUNTED DOWNLIGHT (100W) U EXISTING TO REMAIN O VENTING ROOF WINDOW' 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING GDL CABRIO de WALL MOUNTED DUAL SPOT LIGHT PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED Q REFER TO CONSTRUCT DRAWINGS FOR SIZES. �P ON CONSIIRUCTION PLANS). FOLLOW ALL NECESSARY N,Y.0 AND N.V.S. NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST Z BUILDINGODES THAT APPLY TO TED. PROV. ALL EP WORK BEING COMPLETED, FAN/LIGHT WITH DUAL SWITCH AT WALL "BROAN" HEAVY DUTY UNIT Q 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS . GRADE OR BETTER. NECESSARY DRAIN VALVES.Iod OR APP EQUAL 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK OF PROV, FLOOR DRAIN AND 10. GAL. SUMP - EXT. MOUNTED LIGHT WITH FAN SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEELWORK. E N ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE OS SHOWER HEAD so SMOKE/CARBON MONOXIDE DETECTOR: TO BE HARD WIRED TO FROST FREE HOSE BIBS CENTRAL CONTROL BOX HB PROVIDE F \ T NEW TELEPHONE RECEPTACLE PROCEEDING. ^\\ \\\ \ \ COMPUTER MODEM RECEPTACLE W WATER CLOSET. "AMERICAN \ 0 � CONSTRUCTION NOTES - o STANDARD" CADET OR \\ Y VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) Z 0 APP. EQ. (WHITE) \ I. PROVIDE 3 1/2"W. OAK FORMED RAILING, W/2"X 2" OAK SPINDLES, SECUREAS SINK: UNDER COUNTER REQUIRED TO NEW STAIR: 10" OAKTREADS &71/2" Cl-R. PINE RISERS. VERIFY O S/S MOUNT ON "CORIAN" STAIR WIDTH AND HEIGHT IN THE FIELD, TOP' 1 W 2. PROVIDE 3 1/2" DIA. STRUCTURAL STEEL. COLUMN BEARING ON FOOTING. BATHTUB: AMERICAN \ \\ \\ \ '\ vJ Z O 3 STANDARD OR APP W HEATING NOTES : PROVIDE NEW ELECTRIC HEATING REGISTERS IN ALL NEW AREAS. \ \ \ \\\\\ J CONTRACTOR TO SAVE ALL EXISTING HEATING REGISTERS DURING \\ \\\\ DEMO FOR REUSE. EXISTING HOT WATER HEATER TO BE RELOCATED \ \ O INTO NEW UTILITY ROOM. \ ;\ w ,�V Q ss '• JB E% W \78- Fz Ex W SD \\� N. — — so Ex — — ! s \ — E% -- c \\_- I - - - - - - - - - - - - - - - - 0 o L_-1 ' _ p GEILIN. PCCFI6 F -- 7D6 P -WITH .a" PLY. epi wlTl+ �1.e'WLY PP_a,/IDE_HP1.YY DUTY -- C -FOW.CH 'RSP yf N U) AtiiG-1`54N WIT 'IHP. M- o LL STAmo (v4Tm po/m-mw m ATTIC FA 4 ewITCH t { Z Ex 8=10@146 p,pp� yy// ITTNg�E� GR/J-N L16HTIN6 r- Lim I EXIST CHIMNEY TO REMAIN { Z II II ° e I D � I r N _ FILE NAME: C 3CP CUR NEW SUBN faloL THIRD FLOOR 2-5.02 R s SCALE 1/4`=T0" aDWG. NAME, Nm. 831b oEvw THIRD FLO()F? PLAN DWG. NO.. v A. 3 `s 4. rn o III; Ill s goal � I' I - SLOG.DEpT OF SOIfT1fOlr LEeEND 4 51'1 50LS Fire sprinkler Tupe Make and Model Qt .. O Upright Sprinkler Head General Notes REIladle Mcdel ^F4",Quick Response Ccros ed O Brass Sprinkler Head in Pendant Position 1:All Sprinkler heads to be 155 deg. F. Pendena 155 deg, In" Orin.., In" NPT,K= 550 Ira • Pendant Sprinkler Head thru Hung Cel I ing unless otherwise noted as follows: ® Dry Pendant Sprinkler Head 1 =for 212 deg. F. Nippled-Up Upright Sprinkler Head (Candlestick) 2 =for 286 deg. F. ® Pendant Sprinkler Head With Hrsat Shield and Wireguard 3 =for 165 deg. F. E�D Vertical 51dewall Sprinkler Head higher temperature will be indicated D Horizontal Sidlewall Sprinkler Head on the plans next to the sprinkler head. is Pipe Hanger Location. (See Detail For Types) 2: Entire building to be properly heated, ic e Trapeze Pipe Nan er Location. p p g in all areas protected by wet systems. Grooved Pipe Coupling Flushing Connections. (Mains only) 3: Building and it's contents to be classified -o; �'-1 ---- Existing Sprinkler System Pipe as Residential NFPA# 13D. — New Sprinkler System Pipe o Existing Fire Sprinkler Head or I" Drop Piece 4: Pipe to be CPVC, or Blazemaster _1) Riser up Pipe plastic pipe in accordnace with NFPA# 13D. II/q"Resldental l?Iser Stall P4 _ Pipe DOWN Feed II/qn xx5:Allfittin s Hydraulic Calculation Ref. Node (Discharging) g to be CPVC, orBlazemaster 4 0 ' plastic in accordnace with NFPA# 13D. v4" u t Attic Floor ® Hydraulic Calculation Ref. Nock:: (Non-discharging') u o" 6:All hangers to be installed in accordance �____ I„ � with NFPA# 13D. and to be of a type as indicated on the drawings. II/q"Up to lnlemedute$lair lege -Oy �J ❑ 1 1/4" 5[oping to M dole stair Landin 7:All equipment used shall be listed for p 9 9 the intended application. between Second and First Floors 8: Systems shall be Hydrostatically tested to 200 psi for a period of no less than ❑ abed dolet Tri,..,or R Ft.r are ariow length Leg Rod y 2 hours, and be witnessed b Owner, rx v ,,,g IIYprV/lljl// or his representative and the AHJ 3/6" side bee. Connector-- 9:Copy of Contractor's Material and Test Certificate shall be submitted to the AHJ, a/a" Red =e"piing �� and Owner's or its representatives. /� 10: Scope of work is limited to furnishing APPLICABLE HANGER DETAILS and installing, in the pipes or valves, such electrical items as, Tamper, Flow, Pressure switches. All electrical connections and wiring, as well as determination of their function within C CN �) F L C OF;� LEVEL V L the building alarm system is by others. - 11:There is no welding associated with this installation. 12:All Underground Pipe whether existing DESIGN cRIi RIA WrORMATIDN or new is to be in accordance with NFPA Design Density: 0.10 gpMsq.B. #24, latest edition. Area ofAppliddon 2 Heads Coverage Per Sprinkler: IS x IESq.a. 13.- Entire installation to conform with all / \ applicable standards of NFPA# 13D, / \ NumberFadmr: 5.62 Sprinklers Calculated:Size: O nae. New York State Building Code, and / \ K"Factor: 5.62 Orifice Size: m50 g / \ Occupancy Classiticatlon: 13 D Ree. Local Authority Having Jurisdiction. / \ / / \ System Demand: 55.4 gpm.@61 m psi / \ Available supply: 55.4 gpm.@'ll m psi 14:All Signs per NFPA& AHJ are / — — — — — — — — — — — — — — — provided and installed as required. At point: Flow Test Point i -- 4s /L / \ 4 / 10 1/4" pone to Ftet Fla / \ / /4 0 3, No. Revision/Issue Date _� - ?- 'ii 1 1/4" pawn to Second Floo \ - 1_/ it \ - / Flan Nem. and Address \ c 6 I HAMPTON FIRE SPRINKLERS 1 L v4^ wets si,ppiy roar 26 Riverhead Rd. \ —_ g . ® r Fire Sprinkler. Headda \ - _ O q Westhampton Beach, NY 11978 1 1/4" slope Up to second Floor Leve `Va' Preseure Gauge Tel : (631) 288-8363 q_10-u — Drain Cori9 spill to sate lac lV _ O 11 \Potter Electric model aR-F" Project Name and Address I" bell Valve For Water Flow Indlcelor swli:h - Dameetic Water Lime .3 O ,q COLAVITO'S RESIDENCE 2 !{' of NEW BayAve. E view Southold, NV CA Fi ATTIC FL CCS LEVE R Umdlergroundipsupply Pe lto 71030 2 � � � �� � � � LEVEL — MiniJmem <_ 6. G.�er fr.m 90 � oNP� ENA 51-eet II top of Pipe BS1 51=R1NKLER VALVE RISER Date FPS Aug. 26th 2001 OO 1 4`SiJ seal. s W LiI y - - C) z - - - ,IT E-� a N _- _ - - _ -- 1=J - _ ❑ - -- - uu I 2"X 4" COLLAR TIES (TYP.) R-30 FIBERGLASS BATT INSULATION - -- - - - -- - - - i L R-19 FOIL FA R-19 FOIL FA _ - -- - - -" - - -- -- - ---- - - -- - - Uo INSULATION INSULATION _ - - - -- --- - - - -- - - - - - - - - - 1 ATTIC SPACE_ HALL AREA ATTIC SPACE _ - - -- - _ - -- - - -- - - -- --- - = Q 8'-10° (UNFINISHED) 1/2 GP. BD. ALL SIDES , (UNFINISHED) -1.F- [ Z W - --- - _ - - - REAR ELEVATIOiN R-30 FIBERGLASS - I3Ar IN3ULiLA4S BATT INSULATION BATTM3L7LATlOhI- - - __ - - --- - --- - - - -- - - --- V_/J W - - - 01 - OI - II ' Jjp T J Q 1 0� F CL oID - 0 W N ATTIC SECTION T - W p 11 L LIJ ¢ ¢ ¢ W 0C ' f=- - - - --- it 0OWO � W I p W W -I W W_ W NUI F1 0 0 00 mQI _ — -- - - -` _- - --- -_ w w w w Lu w N N_ s - - - - _ g g 8883 FILE NO.: ?� - C_El CUR JE- - - - - _ _ _ -__ 3/16/01 Ell] 1/4 =1 o„ - - I - - ----- - _ DWG NAME: 0 ELEVATIONS oo�E •., qE �r Rain DETAIL _._ __ _ _ - FRONT ELEVATION ��VTHE SOL �� � BHALL DE ALIS,R WITHOUT T WFi, �, WG. NO.: RWHO E 98TRIC'RY MYE RIBI EPROIf I . SCALE 1/2" = 7' �� N 200 S --- T ^ A. 4 RUM2 1 ' LIIJ.l1P:TT, o '70N9J OF SOU7H61„I)w.,� GENERAL NOTES . CONSTRUCTION LEGEND : INSULATION NOTES : DOOR LEGEND : ELECTRICAL LEGEND : 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODESEXISTING EXTERIOR WALLS: 2"X4"WOOD STUD. R-15 HIGH DENSITY INSULATION NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND NEW EXTERIOR PARTITION- 2" X 6"WOOD STUD WALL W% 1/2"CDX PLYWD. gY'CERTANTIEED' OR APPROVAL EQUAL. UNLESS OTHERWISE NOTED. PROV. SCREEN DOOR UNITS FOR ALL EXT. DOORS. REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO N' - AND ORDINANCES. EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), 5"VINYL SIDING14, BY"CERTAINTERD"OR APP. EQ.), 1/2" GYP. BD.(SCREWED/TAPED) NEW EXTERIOR WALLS: 2"X6"WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE CLR. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY). gY'CERTAINTEED' OR APPROVED EQUAL. F OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND INTERIOR DOOR-2'6" X 6'8" SOLID PINE DOOR WITH RAISED PANELING. PROV. NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. NEW INTERIOR PARTITION- 2"X 4"WOOD STUD WALL WITH 1/2" GYP. BD. NEW ROOF: R-30 KRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EQ. O SOLID BRASS HINGES &SCHLAGE HARDWARE. ELECTRICAL CONTRACTOR.NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE " (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE 3. THE CONTRACTORS SHALL 13E RESPONSIBLE FOR ALL DIMENSIONS AND RESIST GYP. BD. GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. EXTERIOR PERMA SHIELD GLIDING DOOR- 8'0" X 6'10" - PS8R. Z ( CRAWL SPACE: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES 12 PROVIDE SOLID BRASS HARDWARE BY'ANDERSEN.' NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR Y CONDITIONS ON THE.SOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS PROV. CEMENT WALL BD, FOR ALL TILE AREAS. INSTALLED AS PER N.Y.S. BUILDING CODE. O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. � FROM THE DIMENSIONS SHOWN. INTERIOR PAINT-TO BE "BENJAMIN MOORE" U.O.N. ONE COAT PRIMER AND NEW BASEMENT: R-10 RIGID FOAM 2'O" BELOW GRADE AROUND ENTIRE 3O 4. THE CONTRACTOR SFIALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT BASEMENT PERIMITER. DUPLEX ELECTRICAL RECEPTACLE W DRAWINGS UNLESS OTHERWISE NOTED. U.O.N. ALL TRIM SEMI-GLOSS. Z GFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND HARDWOOD FLOORING-#1 WHITE OAK 2 1/4"W., 15LB. FELT., BASEMENT CEILING: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES j PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, ® (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. INSTALLED AS PER N.Y.S. BUILDING CODE, sc DUPLEX SEPARATE CIRCUITRECEPTACLE NOTE Z W COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE. S WALL SWITCH Q CODES. SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED. SUB FOR TILE AREAS TO BE SCREWED AND GLUED. t 6.THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES,AND COSTS RELATED TO ALL WALLS TO RECEIVE 1 COAT PRIMER PLUS THREE COATS FINISH. THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED CERAMIC TILE-"AMERICAN OLEAN"TILE OR APP. EQ. TILE TO BE INSTALLED WINDOW LEGEND : PROVIDE BENJAMIN MOORE PAINTS THROUHOUT. SATIN FINISH ALL s 3-WAY WALL SWITCH W INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE NEW WALLS AND CEILINGS WITH SEMI-GLOSS ON ALL DOORS &TRIM. WATERPROOF ADDITIVE MIXED 1N. NOTE: ALL INTERIOR CASING TO BE 3 1/2" CLEAR PINE JB CEILING MOUNTED JUNCTION BOX 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS WITH SQUARE CORNER CUTS. RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. `. JB WALL MOUNTED JUNCTION BOX V NOTE: ALL WINDOWS TO BE ANDERSEN CLAD WITH STANDARD ANDERSON Q: 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE. HARDWARE. ALLOW FOR EXTENSION JAMBS FOR A 2"X6" WD. STUD WALL. RECESSED DOWNLIGHT (1 OOw) "LIGHTOILER" OR APPROVED EQUAL W DOCUMENTED WITH THE COST of APPROVAL BY OWNER OR HIS AGENT PRIORTO PLUMBING LEGEND . COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. lu STARTING ADDITIONAL WORK. E EXTERIOR MOUNTED DOWNLIGHT (100W) U 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING I EXISTING TO REMAIN O VENTING ROOF WINDOW: Cil- PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. GDL CABRIO WALL MOUNTED DUAL SPOT LIGHT REFER TO CONSTRUCT DRAWINGS FOR SIZES. op ONO CONSTRUCTION PLANS). FOLLOW ALL NECESSARYVN.Y.0 AND N.Y.S. CATED JB I BUILDINGP ODES THAT APPLY TO WORK BEING COMPLETED. PROW. ALL NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUSTZ 10.ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. NECESSAY DRAIN VALVES. EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "GROAN" HEAVY DUTY UNIT �7 OR APP. EQUAL. 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK �F PROV. FLOOR DRAIN AND 10. GAL. SUMP. z SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. F EXT. MOUNTED LIGHT WITH FAN ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE • PROCEEDING. HB PROVIDE FROST FREE HOSE BIBS. \ Sp SMOKE/CARBON MONOXIDE DETECTOR: TO BE HARD WIRED TO O J \ CENTRAL CONTROL BOX *S SHOWER HEAD T NEW TELEPHONE RECEPTACLE \ COMPUTER MODEM RECEPTACLE s WATER CLOSET: "AMERICAN c 1 „ STANDARD CADET OR \ CONSTRUCTION NOTES . APP. EQ. (WHITE) \ v VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) O 1. PROVIDE 3 1/2"W. OAK FORMED RAILING, W/2"X 2" OAK SPINDLES, SECURE AS SINK: UNDER COUNTER \ 0 „ „ 2 ,� „ REQUIRED TO NEW STAIR. 1 O OAK TREADS &7 1/2 CLR. PINE RISERS. VERIFY O S/S MOUNT ON CORIAN \ STAIR WIDTH AND HEIGHT IN THE FIELD. TOP. \ 2. PROVIDE 3 1/2" DIA. STRUCTURAL STEEL. COLUMN BEARING ON FOOTING. 3 BATHTUB: AMERICAN O \ STANDARD OR APP. \ EQ. \ HEATING NOTES : PROVIDE NEW ELECTRIC HEATING REGISTERS IN ALL NEW AREAS. \ CONTRACTOR TO SAVE ALL EXISTING HEATING REGISTERS DURING \ I DEMO FOR REUSE, EXISTING HOT WATER HEATER TO BE RELOCATED I INTO NEW UTILITY ROOM. V { ' + i B +; � EX GFI I— ',3 JB I EX �✓ I I �` Q EX iI Cc Fl, 7,17 1 1 JB SD QN. SD 111-1011 3 y` EX – JB B'I . . . . . . _ _ . _ - - - - - -_ _ _ . I� cf) 1 _�1 pAp1/tDif 21'6 i�2�{0" y, 1 Q Z V `' [` GEaLIN6 ACCESSI O O ry --PANEL•LAY IN pLY. I 1_ -WITH Sca Ft L-r P-_7vm---HPAY DU'L'Y ,I 3; c IOW WITH -ICBM+ - --_ -. CH -ttiP SfhZ'[GtTRd: c�/ER-RIDE 98 :. s 'tl✓H FAM SWITCH ' coo A'i'1 IG x;. I I. ----- Z — — — — EX _G 5 NET. LI6NTIN6 F --- '' ej —_ __—_— -- — EXIST. CHIMNEY TO REMAIN. I WC1 0 Z_ D �44 0 �I W co I c co i I I I I FILE NAME: C_3CP_CUR-NEVV SUBMITTA .= 2-5-02 Ali THIRD FLOOR SCALE: 1/4 -111011 DWG. NAME: THIRD FLOOR a a No. 83-1PLAN j_T---TLT ; -- ';21{; 1 DWG. NO.: Vt A. 3 �f ;�j GENERAL NOTES . CONSTRUCTION LEGEND : INSULATION NOTES : DOOR LEGEND : ELECTRICAL LEGEND : N � 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES NEW EXTERIOR PARTITION- 2" X 6"WOOD STUD WALL W/ 112" CDX PLYWD. EXISTING EXTERIOR WALLS: 2"X4" WOOD STUD. R-15 HIGH DENSITY INSULATION NOTE: ALL INTERIOR CASING TO BE 3 1/2" CLEAR PINE WITH SQUARE NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND .-+ AND ORDINANCES. EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), 5" EXPOSURE VINYL BY'CERTANTIEED' OR APPROVAL EQUAL. CORNER CUTS. PROV. SCREEN DOOR UNITS FOR ALL EXT. DOORS. REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO � BY"CERTAINTEED OR APP. EQ.) 1/2" GYP. BID.(SCREWED/TAPED) BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB, 00 NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION CLR. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUIL. HIGH DENSITY). BY'CERTAINTEED' OR APPROVED EQUAL. NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE i �y 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE ( INTERIOR DOOR- 2'O" X 6'8" SOLID PINE DOOR WITH RAISED PANELING. PROV. N a!! OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND 2 WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. NEW INTERIOR PARTITION-2" X 4"WOOD STUD WALL WITH 11/2" GYP. BD. NEW ROOF: R-30 KRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EQELECTRICAL CONTRACTOR. . SOLID BRASS HINGES & SCHLAGE HARDWARE. NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE T (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE (MOISTURE V Q 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. BASEMENT CEILING: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES INTERIOR DOOR- 24" X 68" SOLID PINE DOOR WITH RAISED CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS PROV. CEMENT WALL BD. FOR ALL TILE AREAS. INSTALLED AS PER N.Y.S. BUILDING CODE. O PANELING. PROV. SOLID BRASS HINGES ANDSCHLAGE HARDWARE. NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR /�\ O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. V FROM THE DIMENSIONS SHOWN. INTERIOR PAINT-TO BE "BENJAMIN MOORE" U.O.N. ONE COAT PRIMER AND INTERIOR DOOR- 26" X 68" SOLID PINE DOOR WITH RAISED PANELING. PROV. 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT O SOLID BRASS HINGES & SCHLAGE HARDWARE. DUPLEX ELECTRICAL RECEPTACLE ALL TRIM SEMI-GLOSS N O. . . DRAWINGS UNLESS OTHERWISE NOTED. U. 'tGFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT U HARDWOOD FLOORING- #1 WHITE OAK 3 1/2" LBFELT W., 15 . ., INTERIOR POCKET DOOR- 2'4" X 6'8" SOLID MINE DOOR WITH RAISED PANELING S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND WD 5 u PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. 0 PROVIDE SOLID BRASS HINGES AND SCHLAGE HARDWARE. Esc DUPLEX SEPARATE CIRCUIT RECEPTACLE COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE INTERIOR DOOR- 3'0" X 68" SOLID PINE DOOR WITH RAISED $ WALL SWITCH D SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILE . SUB FOR TILE AREAS TO BE SCREWED AND GLUED. CODES. O PANELING. PROV. SOLID BRASS HINGES ANDSCHLAGE HARDWARE. w 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO CERAMIC TILE - AMERICAN GLEAN EXTERIOR DOOR-TILE OR APP. EQ. TILE TO BE INSTALLED WINDOW LEGEND : „ X , „ $3 3-WAY WALL SWITCH ,� H THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED ® OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUTPROVIDE SOLID BRASS HINGES SOLID PINE DOOR WITH RAISED PANELING. ITO HAVE INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. O NGES &SCHLAGE HARDWARE. N WATERPROOF ADDITIVE MIXED IN. NOTE: ALL INTERIOR CASING TO BE 3 1/2" CLEAR PINE 44. 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS PROVIDE NEW INSULATED FLOOR: 2"X 4" CCA (ON FLATSIDIE WITH SQUARE CORNER CUTS. JB CEILING MOUNTED JUNCTION BOX �T� u RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. 16" O.C. E POLY. ATED F ALIDIH "X INSULATION BETWEEN. 10 EXTERIOR FRENCH WOOD DOOR- 3'O" X 6'8" - FWH3068A- WITH 2 - 1'6" SIDELITES. w � CN ® � PROVIDE SOLID BRASS HARDWARE BY'ANDERSEN.' WALL MOUNTED JUNCTION BOX aI APPLY 3/4" PLYWOOD SUBFLOOR. TOTAL HT. INCREASE 2'-4" NOTE: ALL WINDOWS TO BE ANDERSEN CLAD WITH STANDARD ANDERSON JB HARDWARE. ALLOW FOR EXTENSION JAMBS FOR A 2"X6" WD. STUD WALL. RECESSED DOWNLIGHT (1 OOw) "LIGHTOILER" OR APPROVED EQUAL 0 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE ABOVE EXISTING FLOOR SLAB. COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. O EXTERIOR STEEL DOOR- 3'0" X 6'8" - F.P.S.C. IN STEEL DOOR (PRIMED). V) DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO LEGEND NOTE: WHEN ORDERING WINDOWS, BE SURE TO SPECIFY 11 PROVIDE SOLID BRASS HARDWARE BY'ANDERSEN.' (OUTSIDE LIGHTS TO BE WATER PROOF.) z STARTING ADDITIONAL WORK. PLUMBING "HIGH PERFORMANCE SUN" GLAZING. DER ALL WALL PARTITIONS RUNNING �E EXTERIOR MOUNTED DOWNLIGHT (1 OOW) M � 0 9. DOUBLE JOISTS ARE TO BE INSTALLED UN 14 10'-0" W. X 9'-0" H. GARAGE DOOR : L l J PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. ® AW251 OD 2442-3 PROVIDE 1/2 H.P GARAGE DOOR CLOSER WITH TWO CONTROLS. REFER E CONSTRUCT DRAWINGS FOR SIZES. •P PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED B AN31 E 2432-2 JB WALL MOUNTED DUAL SPOT LIGHT ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N.Y'.C. AND N.Y.S. O NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST 4 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. BUILDING CODES THAT APPLY TO WORK BEING COMPLETED, PROV. ALL O 2442-2 O CIR24DUUNIT I� �Q EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "GROAN" HEAVY TY NECESSARY DRAIN VALVES. 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK �4 OR APP. EQUAL. f4 0 SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. OF PROV. FLOOR DRAIN AND 10. GAL. SUMP. m F ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE EXT. MOUNTED LIGHT WITH FAN �"� PROCEEDING. •HB PROVIDE FROST FREE HOSE BIBS. •SD WnRED TO CENTROKE AMONOXIDE DETECTOR: TO BE HARD L CONTROL gO� A DT NEW TELEPHONE RECEPTACLE •S SHOWER HEAD �`\� B WATER CLOSET: "AMERICAN Dc CABLE RECEPTACLE O � CONSTRUCTION NOTES : STANDARD" CADET OR APP. EQ. (WHITE) / p� VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) INI 1. PROVIDE 3 1/2"W. OAK FORMED RAILING, W/2"X 2" OAK SPINDLES, SECURE AS SINK: UNDER COUNTER REQUIRED TO NEW STAIR: 10" OAK TREADS & 7 1/2" CLR. PINE RISERS. VERIFY O S/S MOUNT ON "CORIAN" r/j/ \\ \ STORAGE/ TOP. STAIR WIDTH AND HEIGHT IN THE FIELD. / \ UTILITIES PROVIDE PL. LAM. 2 i / \ I I I BATHTUB: AMERICAN COUNTER 2-0" D. '� / O \ 7'3"X 14'0" 2. PROVIDE 31/2" DIA. STRUCTURAL STEEL. COLUMN BEARINGFOOTING. O STANDARD OR APP. & NEW LAUNDRY / % / \ \ ❑ ❑ SINK INSERT. F c \\ E 5/4" X 6" CCA DECK EQ. z 0 PROVIDE 10" H. X 24"W. 2 / JB W NOTES : g \ HEATING N O IN-FLOW/OUT-FLOW / HT �G• \ \ VALVE. TOTAL 240 SQ. IN. / / /. �\ �60 15-1„\ \\ \ \ 20'-6" ❑ ❑ UJI Q EQ. EQ. z PROVIDE NEW ELECTRIC HEATING REGISTERS IN ALL NEW AREAS. // / \ \ \ CONTRACTOR TO SAVE ALL EXISTING HEATING REGISTERS DURING 10-4" DEMO FOR REUSE. EXISTING HOT WATER HEATER TO BE RELOCATED INTO NEW UTILITY ROOM. �/ / ) \ GARAGE /� / , r \ JB I 146°X 18'0" // / / \ TWA R \ HEATE PAINTING NOTES : 260 SQ. FE r \\ LEC 20 Sc / I ,_ ' UP /j 14 \ PROV. 5/8" F.C. / I — _ — — _ .:. -� ALL WALLS TO RECEIVE 1 COAT PRIMER PLUS THREE COATS FINISH. G \\` GYP. BD. WALLS 6 I JB JB '','I I' & CLG. OF GARAGE PROVIDE BENJAMIN MOORE PAINTS THROUHOUT. SATIN FINISH ALL — — — — WALLS AND CEILINGS WITH SEMI-GLOSS ON ALL DOORS &TRIM. _ 0 NEW 1'-8" � e' \` ' — _„_ _ — - - - --- - - - - - - — --__ — ' II I EL. 8'-6 .JB \ r2 RAG \ _ _ 2L4\ 3 — — „: HOLE \ ; � \ 1300 \ / ~ • \ \ \ sc� — _ J '/ 3,-6" 4'-5 O \ 4U I SD I I \ II III \ \ � UP UO I PROV. 3 1/2" DI . STRUCT. I I \ I E \ \ \ / 2 RISERS 11 ® JB oro STL. COL. FOR BEARING I LOAD. 0 \ \ \ /CONST. \ Xr I NOTE 1eh �... J--..� iv ( ;;•, 1 \ \ I �'.'...:• _ 1 3/4'1 X9 �— \ ARALAA BM. I II "� �� / BEDROOM 1 f.•.'. ..I� I I I. Q \ \ \ W U D I p I D EXISTING — I \ \ OPEN UNDER LANDING. ip ' r�\ IIIA , _, w S, PROV. /8" GYP. BD. ALL 4 \ SURFA ES & R-19 JBLL to \ I \ \ INSULATION. 7 o P O ) I I I \ J \ r\� I PROV. 5"DIA.. ORE JB\ \ ` LINEN tJNDq 2 ! r II DRILLED HOLE CLOSE \\ 111 ® N g STAIR ©l -i0 I _2"x 10"CCA FJ Q " FI @ 12"O.C. (TYP.)- TO fYP.)TO GARAGED OR \ \ 2'-6" — — 11 1' UO 2 1 — 1A I I _L _3 1 I I ( II III 8" DIA. STRUCT.`, . COLUMN (TYP. ALL RGAS EAS) " n SCREENED BACK. 14-7 \ \ \\ 2- 14 /4 X 9 /2 x� 2-6 I I ZO �+ CONST. _ 1 N 1.-6 o ^� VSTL, _�� 4 I NOTE 2" 4B �� IE L 0 oPROVIDE 2- #5 ,2 X10"C., ' I I U nn (nREBAR AT CONNECTION ) I II II // L.I. (TYP. BOTH AREAS. w) I — — - — — — — — 3 4 I I 2"x 10"CCA FJ I Q I I I @12"O.C. (TYP.) BEDROO \— I� — 2,-s" 0sD I I I 4 .,. .I IBEDROOM ' " f. / - a w 11'6"W 12'0" I 1 p I SD I W 3 W�[ Z O V.I.F. 12-6 I 1 12-6" Z F GFI 1 ' 2 2-8" 1 11 -1" EXISTING — LLl LLJ d I I I •sD n ) P I u F I I �� I I cc a: it it cc" 0 0 JB 2 EF I I II > II. Ir oc oc oc cr d I- l_- 00 00 0 ® 7'-8" 3 I I I m I W W W LL W W 12'-2" I- I- ] ] EXISTING © I I I Q I Z Z Z Z Z FRAME WALL I I O I I _2"x 10"CCA FJ II II. E W Ww W W� (�D D � TO REMAIIN. I JB cam?1s"O.C. �TYP.)' w .I 7171 J J J J W W I - - — — - - - - - — - - - - - - - - - - - ) / p 00 0 000 jr rf SUP II LL 0000 00 06 06 W�- - - - - - - - - - - = — _= II = -- - - - — G I I EXISTING _Z I W W W W (w/) ]] ] ] ]] - - FOUNDATION II _jIII �G7 U) U) U)OnW W 32'-4" WALL TO REMAIN. I 0 co co U) U)Lo fr L ;.� 6 00 OO 0000 II II II I II II I W 0000 d'0000 ] (0 ( +) O i` 4 '6 QO II III ;, QN „ �: I. U) 0(D 0 N ro 00 r O 13'4" 1.F. I FI I I 2"X 10"CCA FJ I I I I ,2"X 10"CCA FJ ,2"X 10"CCA FJ LE NO.: III @ 16"O.C. (TYP.)' @ 16"O.C. (1VP.)' @ 16"O.C. (fYP.)' II III C—OCP— CUR � I II III III I E /30/01 SCALE:1111011 /^ _ II REACTIVATE EXISTING II II II I L `F SC OUTLET AT DOCK i � �1' v DWG. NAME: SC LINE OF DECK ABOVE I'': �I • BASEMENT I_ — —L=.� ONSTRUCTIO BAS E M E N T/ FIRST FLOOR 28'10"V.I.F. PLAN T-6"X V-6" X 10" D. P. CONC. FTG. DWG. NO.: (TYP. ALL DECK AREAS.) A. O GENERAL NOTES : CONSTRUCTION LEGEND : INSULATION NOTES : DOOR LEGEND : ELECTRICAL LEGEND : GEND . NOTE: ALL INTERIOR CASING TO BE 3 1/2" CLEAR PINE W 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES NEW EXTERIOR PARTITION- 2" X 6"WOOD STUD WALL W/' 1/2" CDX PLYWD. EXISTING EXTERIOR WALLS: 2"X4" WOOD STUD. R-15 HIGH DENSITY INSULATION WITH SQUARE CORNER CUTS. 5' BY'CERTANTIEED' OR APPROVAL EQUAL. NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND W � � AND ORDINANCES. EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), 6" EXPOSURE PERF. WD. PROV. SCREEN DOOR UNITS FOR ALL EXT. DOORS. REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO W SHINGLES (PROV. 1 COAT BLEACHING OIL), 1/2" GYP. BD.(SCREWED/TAPED) „ BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. CLR. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSIUL. HIGH DENSITY). NEW EXTERIOR WALLS: 2 X6 WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE ( 1 INTERIOR DOOR- 1'2"X 6'8" SOLID PINE DOOR WITH RAISED PANELING. PROV. a z OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND BY'CERTAINTEED' OR APPROVED EQUAL. WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. NEW INTERIOR PARTITION-2"X 4"WOOD STUD WALL WITH 1/2" GYP. B . SOLID BRASS HINGES & SCHLAGE HARDWARE. NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE � � D NEW ROOF: R-30 KRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EQ. NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE (SCREWEDITAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE INTERIOR DOOR- 20 X 68 SOLID PINE DOOR WITH RAISED PANELING. PROV. 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL,AND CEILINGS. 2 ELECTRICAL CONTRACTOR. g T BE NOTIFIED OF ANY VARIATIONS PROV. CEMENT WALL BD. FOR ALL TILE AREAS. CRAWL SPACE: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES O SOLID BRASS HINGES & SCHLAGE HARDWARE. N CONDITIONS ON THE JOB. THE ARCHITECT MUS INSTALLED AS PER N.Y.S. BUILDING CODE. NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR Oma, FROM THE DIMENSIONS SHOWN. " " INTERIOR DOOR- 2'4" X 6'8" SOLID PINE DOR WITH RAISED INTERIOR PAINT-TO BE BENJAMIN MOOREU.O.N. ONE (COAT PRIMER AND 2' OO.N.O.. DOWNLIGHT TRIMS TO BE WHITE. NEW BASEMENT: R-10 RIGID FOAM 0" BELOW GRADE AROUND ENTIRE O PANELING. PROV. SOLID BRASS HINGES AI�ND SCHLAGE HARDWARE. TWO COATS FINISH COLORS T.B.D. BY OWNER � 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE ) SATIN E (C THROUGHOUT BASEMENT PERIMITER. 0 ° � � U � DRAWINGS UNLESS OTHERWISE NOTED. U.O.N. ALL TRIM SEMI-GLOSS. DUPLEX ELECTRICAL RECEPTACLE 4 INTERIOR DOOR- 2'6" X 6'8" SOLID PINE DOLOR WITH RAISED PANELING. PROV. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND HARDWOOD FLOORING-SELECT WHITE OAK 2 1/4"W., 15LIB. FELT., BASEMENT CEILING: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES SOLID BRASS HINGES & SCHLAGE HARDWARE. GFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT O � C7 z � PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, WD' (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. INSTALLED AS PER N.Y.S. BUILDING CODE. COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE 5 INTERIOR POCKET DOOR- 2'4" X 6'8" SOLID PINE DOOR WITH RAISED PANELING (PsC DUPLEX SEPARATE CIRCUIT RECEPTACLE pp CODES. SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED. O PROVIDE SOLID BRASS HINGES AND SCHL)AGE HARDWARE. SUB FOR TILE AREAS TO BE SCREWED AND GLUED. $ WALL SWITCH U N 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO WINDOW LEGEND : INTERIOR POCKET DOOR- 2'6" X 6'8" SOLID PINE DOOR WITH RAISED CERAMIC TILE- "AMERICAN OLEAN"TILE OR APP. EQ. TILE TO BE INSTALLED O PANELING. PROV. SOLID BRASS HINGES AhND SCHLAGE HARDWARE. $3 3-WAY WALL SWITCH THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED DC CT. OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE b a-. NOTE: ALL INTERIOR CASING TO BE 3 1/2" CLEAR PINE INTERIOR DOOR - PAIR - 2'0" X 6'8" SOLID PIPNE DOORS WITH RAISED PANELING. I WATERPROOF ADDITIVE MIXED IN. N INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRA 7, THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS WITH SQUARE CORNER CUTS. 7 OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. O PROV. SOLID BRASS HINGES &SCHLAGE HARDWARE. JB CEILING MOUNTED JUNCTION BOX U RESPONSIBLE FOR REMOVALNOTE: ALL WINDOWS TO BE ANDERSEN CLAD WITH STANDARD ANDERSON INTERIOR POCKET DOOR- PAIR 24"X 6'8" SOLID PINE DOORS WITH RAISED PANELING' WALL MOUNTED JUNCTION BOX rn 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE HARDWARE. ALLOW FOR EXTENSION JAMBS FOR A 2"X6"WD. STUD WALL. 8 PROVIDE SOLID BRASS HINGES &SCHLAGEE HARDWARE. FE-III4 PLUMBING LEGEND : COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. U p N DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO RECESSED DOWNLIGHT (100w) "LIGHTOILER" OR APPROVED EQUAL � � r-, NOTE: WHEN ORDERING WINDOWS, BE SURE TO SPECIFY EXTERIOR DOOR- 2'8" X 6'8" - SOLID PINE DOOR WITH RAISED PANELING. g STARTING ADDITIONAL WORK. "HIGH PERFORMANCE SUN" GLAZING. 9 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PROVIDE SOLID BRASS HINGES & SCHLAGE HARDWARE. E EXTERIOR MOUNTED DOWNLIGHT (100W) �\ "t IM PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED O AW251 OD CW135-3 10 EXTERIOR FRENCH WOOD DOOR- 2'8' X 68" - FWH2968A. AB WALL MOUNTED DUAL SPOT LIGHT AN31 CW15 REFER TO CONSTRUCT DRAWINGS FOR SIZES. �P ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY NI.Y.C. AND N.Y.S. PROVIDE SOLID BRASS HARDWARE BY ANDERSEN. © EO BUILDING CODES THAT APPLY TO WORK BEING COMPLETfED. PROV. ALL 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. NECESSARY DRAIN VALVES. OC 2442-2 O RV2857 11 4:4 NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST EXTERIOR FRENCH WOOD DOOR- 3'O" X 6'8"" - FWH3068A- WITH 1'5" SIDELITES. `�'EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DUTY UNIT INGS FOR ALL SPECIAL WORK O PROVIDE SOLID BRASS HARDWARE BY ANDERSEN. 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWPROV. FLOOR DRAIN AND 10. GAL. SUMP. '�"�� SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. F OR APP. EQUAL. ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE PAINTING NOTES : '2 PROVIDE SOLID BRASS HARDWARED BYOAN[DE SEN.' FWH2968. (VF EXT. MOUNTED LIGHT WITH FAN N OHB PROVIDE FROST FREE HOSE BIBS. PROCEEDING. 13 PROVIDE SOLID OSREBY EXTERIOR OD SLIDE DOOR- O- 84'0" SEN.' FWG8068. OSD SMOKE DETECTOR/CARBON MONOXIED DETECTOR: TO BE BRAS HARD WIRED TO CENTRAL CONTROL BOX *S SHOWER HEAD ALL WALLS TO RECEIVE 1 COAT PRIMER PLUS THREE COATS FINISH. 14 Y-O" X 9'-0" GARAGE DOOR. DT NEW TELEPHONE RECEPTACLE PROVIDE BENJAMIN MOORE PAINTS THROUHOUT. SATIN FINISH ALL CONSTRUCTIONNOTES . NEW WALLS AND CEILINGS WITH SEMI-GLOSS ON ALL DOORS &TRIM. >C CABLE RECEPTACLE >V VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) 1. PROVIDE 3 1/2" W. OAK FORMED RAILING, W/2"X 2" OAK SPINDLES, SECURE AS REQUIRED TO NEW STAIR: 10" OAK TREADS &7 1/2" CLR. PINE RISERS. VERIFY F2C STAIR WIDTH AND HEIGHT IN THE FIELD. 3STRUTS FOR-2"X 10"CCA 15�-7�� SU OVERHANG2. PROVIDE 3 1/2" DIA. STRUCTURAL STEEL. COLUMN BEARING ON FOOTING. \ \ , 27'8 W o 130"X 150' 100X 136 KITCHEN E.I.K. ❑ \ , " ❑ \� \ w HEATING NOTES . \`\ II� ,\\ U) Z N r D 2-2"X 10"CCA ING REGISTERS IN ALL NEW AREAS. \ /� ❑ PROVIDE NEW ELECTRIC HEAT CONTRACTOR TO SAVE ALL EXISTING HEATING REGISTERS DURING \ O\ \ \ 0 F�F I STRUTS FOR DEMO FOR REUSE. EXISTING HOT WATER HEATER TO BE RELOCATED INTO NEW UTILITY ROOM. O P E SUN OVERHANG \ o 3 (j ISD < \ / Sc — . J JB L ci U X O P 1 / T D / G ® 1 G� SC , o o �6�g �j I \ \ 0§ r ( co U �\ z F. X r \ JB JB GFI U — \\\ 0 O _ STRUCT. CONNECTOR \ \ 4 / r IIS FOR2-2"X10"CCA OCONS / -`� X / � � �\\ 3 STRUTS.\\ NOTE 1" �SD 3'-8" +/- / CO E'll \\ 3 f NOTE: "2" J T2- 1 3/4"X 11 7/8" PA.RAL' LAM BE i J I 1 W I 'j UP FLUSH CONDITION I D �® ® II ® II @ 16OACJ \ /✓ ,�, , , ;\ F O O.C. \ 3 JB BEDROOM \\ J UP \ u / O DN. IIx Og2F I 12'6"X 14'0" \\ \ D / I� _ � I ❑ O 3 / \ / II m \2"X 10" CCAS,CJ \\ r l 4 i` �so IIJ I I OC 3 3 3 \ \ II w ,i � i 3 i/ / I I ❑ O % 141-1011 a 5'-6„ / PROVIDE 1"X 2" CEDAR I F , STRIPS. (CONTINUOUS w U 0 CL \ UNDER UPPER DECK). 1 3 W ELEV. ° co "X10"Cc�CJ \ w w w Irw ISLAND xr I B @16" O./ w w w o� _ \ � � BEDROOM SSD \ ' 2"X 10" CCA,CJ \ 0 0 0 W o _ w 11'6"X 11'6" — _ — // @ 6 O.C. FI I- F- F- oD Z Z Z (D f) �� oloW Do LIVING ROOM J m w J cr EXISTING F.P./CHIMNEY 1310'X 16'0" R B TO REMAIN �O HO FO O Q H O O O ow — I u) cow iw� BATH EXISTING � 0 71 0 0 00 a a - 3L=j '-5" C E1 CP—CUR 4/30/01 J16B�� SCALE: V, 1/411 /A 11_ 1 1011 �pv Via` DWG. NAME: NORTH FLOOR EAST ELEVATION FIRST FLOOR FE g°-_•.��•`�� � =. FIRST 16 FLOOR PLAN go THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: ARE THE SOLE PROPERTY OF THE ARCHITECT. ❑ ❑ ❑ ❑ NO REVISIONS, CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION A. BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. ❑ ❑ ❑ ❑ ES : CONSTRUCTION LEGEND . INSULATION NOTES : DOOR LEGEND : ELECTRICAL LEGEND : GENERAL NOT WALLS: 2"X4" WOOD STUD. R-15 HIGH DENSITY INSULATION NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND EXISTING EXTERIOR NEW EXTERIOR PARTITION- 2" X 6"WOOD STUD WALL VN/ 1/2" CDX PLYWD. BY'CERTANTIEED' OR APPROVAL EQUAL. UNLESS OTHERWISE NOTED. PROV. SCREEN DOOR UNITS FOR ALL EXT. DOORS. REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), 5"VINYL SIDING AND ORDINANCES. BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. (BY"CERTAINTERD" OR APP. EQ.), 1/2" GYP. OIL F REWED/TAPED) NEW EXTERIOR WALLS: 2"X6"WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE ^ " CLR. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY). BY'CERTAINTEED' OR APPROVED EQUAL. 4 INTERIOR DOOR- 2'6" X 6'8" SOLID PINE DOOR WITH RAISED PANELING. PROV. NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE r F� OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND NEW INTERIOR PARTITION-2" X 4"WOOD STUD WALL WITH 1/2" GYP. BD. O SOLID BRASS HINGES &SCHLAGE HARDWARE. ELECTRICAL CONTRACTOR. V M WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE NEW ROOF: R-30 KRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EQ. �0 12 EXTERIOR PERMA SHIELD GLIDING DOOR- 8'0" X 610" - PS8R. "DECORA" IN COLOR RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. CRAWL SPACE: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES PROVIDE SOLID BRASS HARDWARE BY'ANDERSEN.' NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', O 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND PROV. CEMENT WALL BD. FOR ALL TILE AREAS. INSTALLED AS PER N.Y.S. BUILDING CODE. O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN. INTERIOR PAINT-TO BE "BENJAMIN MOORE" U.O.N. ONIE COAT PRIMER AND NEW BASEMENT: R-10 RIGID FOAM 2'O" BELOW GRADE AROUND ENTIRE TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT DUPLEX ELECTRICAL RECEPTACLE 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE BASEMENT PERIMITER. U.O.N. ALL TRIM SEMI-GLOSS. GFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT U DRAWINGS UNLESS OTHERWISE NOTED. HARDWOOD FLOORING-#1 WHITE OAK 2 1/4"W., 15LB. FELT., BASEMENT CEILING: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND WD INSTALLED AS PER N.Y.S. BUILDING CODE. C� sc DUPLEX SEPARATE CIRCUIT RECEPTACLE AGAINST DAMAGE, BREAKAGE, (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE.. PAINTING NOTES : a/ a PROTECTING ALL WORK DURING CONSTRUCTION WALL SWITCH COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED. CODES. SUB FOR TILE AREAS TO BE SCREWED AND GLUED. PLU)S I TILE - "AMERICAN GLEAN"TILE OR APP. EQ. TITLE TO BE INSTALLED WINDOW LEGEND : ALL WALLS N RECEIVE 1 COAT PRIMER OUIH THREE COATS FINISH. 3 3-WAY WALL SWITCH r 1 O E� 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO CERAMIC PROVIDE BENJAMIN MOORE PAINTS THROUIHOUT. SATIN FINISH ALL V THE WORK OF THIS CONTRACT, CONTRACTORS SHALL INITIATE ALL REQUIRED ® OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE NEW WALLS AND CEILINGS WITH SEMI-GLOSS ON ALL DOORS &TRIM. INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. WATERPROOF ADDITIVE MIXED IN. NOTE: ALL INTERIOR CASING TO BE 3 1/2" CLEAR PINE JB CEILING MOUNTED JUNCTION BOX w u 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS WITH SQUARE CORNER CUTS. w TRADES FROM THE JOB SITE. JB WALL MOUNTED JUNCTION BOX a/ RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL �+ NOTE: ALL WINDOWS TO BE ANDERSEN CLAD WITH STANDARD ANDERSON H 0 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE HARDWARE. ALLOW FOR EXTENSION JAMBS FOR A 2"X6" WD. STUD WALL. RECESSED DOWNLIGHT (100w) "LIGHTOILER" OR APPROVED EQUAL DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR PLUMBING LEGEND : HIS AGENT PRIOR TO COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. E EXTERIOR MOUNTED DOWNLIGHT (100W) � Q STARTING ADDITIONAL WORK. ALL WALL PARTITIONS RUNNING EXISTING TO REMAIN U a 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER JB WALL MOUNTED DUAL SPOT LIGHT PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. eP PROVIDE AL NECESSARY PLUMBING ALL NECESSARY"AND AND INDICATED V REFER TO CONSTRUCT DRAWINGS FOR SIZES. NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST 4 BUILDING CODES THAT APPLY TO WORK BEING COMPLLETED. PROV. ALL EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DUTY UNIT 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. NECESSARY DRAIN VALVES. OR APP. EQUAL. OZ IAL WORK V. FLOOR DRAIN AND 10. GAL. SUMP. a 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPEC �F PRO EXT. MOUNTED LIGHT WITH FAN I"I SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEELWORK. F ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE *HB PROVIDE FROST FREE HOSE BIBS. l'\ Sp SMOKE/CARBON MONOXIDE DETECTOR: TO BE HARD WIRED TO A PROCEEDING. CENTRAL CONTROL BOX \:� NEW TELEPHONE RECEPTACLE *S SHOWER HEAD `����� \\ \ O \ c COMPUTER MODEM RECEPTACLE M E 1 WATER CLOSET: "AMERICAN \ CONSTRUCTION NOT O STANDARD" CADET OR \ \\ `\\ \ \ APP. EQ. (WHITE) V VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) 1. PROVIDE 3 1/2"W. OAK FORMED RAILING, W/2"X 2" OAK SPINDLES, SECURE AS O2 S S MOUNDER T ONOUNTER CO IAN" \\\ REQUIRED TO NEW STAIR: 10" OAK TREADS &7 1/2" CLR. PINE RISERS. VERIFY TOP. \ \\\�\ \\\\\\ \ \ 2"X 10" CCA JOISTS STAIR WIDTH AND HEIGHT IN THE FIELD. \ r�1 BATHTUB: AMERICAN \�\\ 2. PROVIDE 3 1/2" DIA. STRUCTURAL STEEL. COLUMN BEARING ON FOOTING. O STANDARD OR APP. ` \ ` \�`.\ \\•.;\\\\\ \ EQ. \\ \ \\\ \ \\\ \\\� ❑ 0 W TES : �\ �`� ��\� \ �\ - W HEATING N 0yvv vv y�y y `v ��,vyy�y� \` X10" RR@ „X 10" RII I I W 2" l\ \� \\ PROVIDE NEW ELECTRIC HEATING REGISTERS IN ALL NEW AREAS. \ \ \ \ ` CONTRACTOR TO SAVE ALL EXISTING HEATING REGISTERS DURING \ \\``�\�� ;\ \\� \\ \ \ \ \ \ 16" o.�. 16"O.C. 3 LAYER 3/4"X 1 O"CLR. CEDAR `; \ \ \ �\ `� \ \ REVERSE REVERSE II / LAMINATED EDGE TO BOTH DEMO FOR REUSE. EXISTING HOT WATER HEATER TO BE RELOCATED \\, \ �\ `\` \' \ \ GABLE GABLE SIDES OF NEW CURVER � . �`�� VA� � 1��\V AA ]11 STAIR &DECK INTO NEW UTILITY ROOM. 2 \, — V`\\ \ cf)_ \ \\ Lu �\ ` I X \ I \_3/4"X 8" CCA VERTICAL \� SLATES(_ED 4" O.C. GFI . . . . . . . . . . . . 0 \\\ MM ; gp STEEL RAILING FRAMES (BY CABLE RAIL) LL t� 2" DIA. EPDXY COATED STL. IL&OFOO C RAIL. MAXIMUM 2 PACING DIA POST 3 Q I IJB u ` (CABLE SPACING MAxMUM 3') _ _ N SD o. _ . _ . _ . _ . s' ' II \\ \ 11, 1 „ — — — X W \\\\\ 3 N — — — — 1 ❑ \ \ - - - - - - - J \\\ JB10 r I JB „ 6A DECK J JB I LATT,c I FH N _ 5/4 X 6' C _ _ _ _ _ . 0 �_ 0 PROVIDE HVY. DUTY ATTIC U Z ACCESS FAN WITH C7 F THERMOSTATIC CONTROL UZ �B C FLO 0 AND SWITCH OVER-RIDE - I I F co sC — — — I— . — , — o�v7 _ _ _ _ —. —.—. — . — . — . — . �1( rJJ�J- - - - - - - - — ATTIC w xr - I I � LINE OF NEW OVERHANG CONNECTED TO '-6"CEILING EXISTING ROOF. NEW OVERHANG TO ALIGN PROVIDE 2'-6"X 2 ACCESS PANEL. '-6"C WITH EXISTING AND PROJECT OUT&0" BEYOND PLY. WITH SOL. 3" POLY. EXISTING. NEW ROOF RAFTERS TO BE 2"X 10'TO W W W W W FOIr AM ON TOP. W> W;W I MATCH EXISTING. PROVIDE T&G 6"W. "V"JO'NT SOFFIT. > j J W LL m m mm m U F0m m mm m �0 0 0 00 0 w0 LL LL LL LL W 0 EXIST. CHIMNEY TO REMAIN. ~ H ~ � Z Z ZZ Z L . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . — . — . _ . _ WW WW W_ 0Ln J J JJ J JW 2- " 00 UU 0 mm 00 00 0 006 0 0 OD 0 aw w w ww w wm DZ) :):D D :)j cn cn W cn w cn w cn cn M cn M c_n m ❑ ❑ 0 O O 00 0 00 STEEL RAILING FRAMES (BY CABLE RAIL) O O Od O 00 2"DffA. F-PDXY COATED STL. RAIL&FOOT RAIL. W co O MAXI'.IMUM 2" DIA POST SPACING 3-0" O.C. fA In O Od O Or (CAB3LE SPACING MAXIMUM 3") FILE NO.: C_2CP_CUR 4/30/01 SCALE: 1/411_ 1 1011 SEC;ON D FLOOR ❑ ❑ 1 1 DWG. NAME: SECOND FLOO ry ei CONSTRUCTION sn PLAN El ��`� 1 }:••���`C DWG. NO.: Or ❑ ❑ ❑ ❑ A. 2 W M...� . z � 0 ` 1 o ! z c°Ov O � z .00 -60, Zia aM \ a cd 110 o 06 v' � \ U ON 1% W � U oc Zo w > oz _ w � z W rr X W 0 RIGHT ELEVATION z 0 Q rr w Jn Q J 0 0 � z rr 0 o (l) a w 0 w o 0 00 00 D ( c') O I� f\D N LlUll FILE NO.: C_BS_CUR J 4/11/01 1•�gQ SCALE: 1/4"= 1 1011 sin DWG. NAME: J a SECTION/ S,v o + / � dt6 ELEVATIONS LEFT ELEVATION DWG. NO.: THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. NO REVISIONS, CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION /� ^ BY THE ARCHITECT. ANY REPRODUCTION IN PART //� "v1 OR WHOLE IS STRICTLY PROHIBITED BY LAW.