Loading...
HomeMy WebLinkAbout30483-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30398 Date: 09/01/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 435 LANDS END RD ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No- 473889 Section 15 Block 9 Lot 1.15 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 14, 2004 pursuant to which Building Permit No. 30483-Z dated JULY 14, 2004 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 ONE F_ 1v1ILY DWELLING WITH COVERED FRONT ENTRY, REAR DECK, OUTDOOR SHOWER, SECOND FLOOR COVERED DECK, ROOF TOP DECK AND ATTACHED TWO CPA GARAGE AS APPLIED FOR. The certificate is issued to STEVE L HELEN PAPAGIANAKIS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0056 07/27/04 ELECTRICAL CERTIFICATE NO. 111.3791 04/12/04 PLUMBERS CERTIFICATION DATED 04/09/04 THOMAS AZZA .A i /;/h/ed Si nature 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 N0. 30483 Z Date JULY 14 , 2004 Permission is hereby granted to : STEVE PAPAGIANAKIS 1837 E 48 STREET BROOKLYN,NY 11234 for CONSTRUCT 4 BEDROOM ONE FAMILY DWELLING W/2 CAR GARAGE, DECK & UNFINISHED ATTIC AS APPLIED FOR. THIS PERMIT REPLACES BP#27967 . at premises located at 435 LANDS END RD ORIENT County Tax Map No. 473889 Section 015 Block 0009 Lot No. 001 . 015 pursuant to application dated JULY 14, 2004 and approved by the Building Inspector to expire on JANUARY 14 Fee $ 1, 788 . 70 a uth rized ignature 1 ORIGINAL Rev. 5/8/02 FORM NO . 3 : TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS P..,E��RMII �LTMUU�ST BE KEPT ON THE PREMISES UNTIL FULL i COMPLETION I E WORK AUTHORIZED) PERMIT NO. 27967 Z Date DECEMBER 19, 2001 Permission is hereby granted to : STEVE PAPAGIANAKIS 1837 E 48 STREET BROOKLYN,NY 11234 for CONSTRUCTION OF A 4 BEDROOM SINGLE FAMILY DWELLING WITH 2 CAR GARAGE, DECK, UNFINISHED ATTIC AND FLD PMT AS APPLIED FOR NO FEE ON CRAWL SPACE at premises located at 435 LANDS END RD ORIENT County Tax Map No. 473889 Section 015 Block 0009 Lot No. 001 . 015 pursuant to application dated NOVEMBER 8 , 2001 and approved by the Building Inspector. Fee $ 1, 788 . 70 ;1 Au ho ized ignature ORIGINAL Rev. 2/19/98 JUL 30 104 09:22HN SOUTHOLD BuiLDING 631 765.9500 P.2 TteY Form No-6 TOWN OF SOUTHOLD Bui%DING DEPARTMENT TOWN HALL 7655-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY , `J CP K -- • 1 j `, us application must be filled in b'—typewriter or ink and submitted to the BuildingWepartment with the ollowing; A. For new building or new use; j I. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from I lealth Dept. of water supply and sewerage-disposal(S-9 form). i 3. Approval of electrical installation from Board of Fire Underwriters. 4. Swoiu staternent from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. S. Commerci4l building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance(tom architect or engineer responsible for the building. 6. SubipatTPlanning Board Approval of compsetcd site plan requirements. r B. For epsiing buildings(prior to April 9,195%) Iron-conforming uses,or buildings and"pre-existing"land uses: I. Acsurat`e a�izvey of property showing all property lines, streets,building and unusual naf,ritil'7 agraphic features.. a r Aro ell completed a lication and consent to inspect signed b the applicant-If a C ' aniP R Y mp PP P !� Y APdenied, the Building Inspector shall state the reasons therefor in writing to the applicac ' Ca Fees 3 0 2004 -- ' 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25,00,Alterali lrlii 10VIseRing$:5_00. Swimming pool$25.00, Accessory building$25,00,Additions to accessory building 52 "(1 utemgs V; TT i. 2. Certificate of Occupancy on Pre-extsting Building- $100.00 9 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. Jur, 4291 dnn VEw Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: L6 0D ELI 0R1 A)%-- - House No. Street Hamlet Ownr;r or Owners of Property: i-I"Lam+ -5 ', Lf* ?AYPSc;]ITO A-IL i 5- Suffielk County Tax Map No 1000.Section ®!s Block O OOC�? Lot (}Q j,e9/S . Subdivision_ Filed Map,_ Lot:, Pcimit No.�Qlr f Date of Permit. Applicant: Elc,alLh Dept. Approval: Et��z �_ Underwriters Approval: p�.Kig _ Planning Board Approval: Request for. Temporary Certificate Final Certificate:_ (checkione) Fee Submitted: $ � Appl A RC IITECNOLOGIES "ClUTECrUM PLANNING CONSTRUCHONSERVICAS 13405 Maio Road,Matlitack New Yak 11952LL M631298.1129 n� 6fa 63129&1129 ! 1'� - �LJ. tltl f 1,j E n 92M December 19,2001 y, c, r�TC�,IrqQF* S�U77iOLD Dear NIr. Bruno Semone, 1. We are proposing a top of basement concrete slab to be constructed at 9'0" or greater grade elevation height to comply with the AE-9 Flood elevation requirement. We may, also choose to eliminate the In-flow Out-flow vents while the basement concrete wall is being poured in field. 2. Enclosed please also find a site plan with our calculations for obtaining height of y,j,ous site elevations. 3a§6e$ ®......._ in re s, CC: Steven Papagianakis r ; ,.NITECNOLOGIES ` { T AR=3crm PLANNING C0MiRUcr1oNs8Rvr(ms - -. 13405 Mab Road,MNWUlc[, New Yuc.11952 631.299.1129 lax:631298.1126 - - - I - October 8, 2002 Southold Town Hall Building Department I Southold, NY 1.1971 o Co s Re: Proposed New Papagianakis Residence �, 435 Lands End Rd. /S5/ � Orient Point, NY Building Permit # 27967Z Per your request, we have noted on t Building Section Ref:(A 3 ), that the contractor of record will have to comply with t e or ess g t. Both the client and the contractor have been notified of this requirement. If you have any questions, please call the office. Thank you for your time and consideration. Sincerely, Fran(%Naotaro,. o � GO Z Town Hall,53095 Main Road O Fax(631)765-9502 P.O.Box 1179 y�0- Telephone(631)765-1802 Southold,New York 11971-0959 1 '# BUILD[NG DEPARTMENT TOWN OR SOUTHOLD CERTIFICATION Date. ti 3(4 3 Building Permit No. Owner: 25 �Jc®_ YGt f�Ac.:ea (Please t) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Si tune) Sworn to before me this_ f� day of 20 !. r ' ANNIE E, cspc, Notary Public,State ui,'lewYotk No-Ol ESS070083 Notary Public, rf. ormty Qualified ItSuffovCounty~ Cominissicn£xn=,:4u 41P. 1S, 2007 —C � cPr�J��rJ'r�cPrJ�r�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�u'�rJ�r�rJ��cPrJ�rJ�rJ�rJ�rJ@PrJ��PrJ'rJ�cPrJ�rPrJ@Pr�r.Pu'�PrJ�r�rJ�rJ'cPrJ�cPrJ�rJ�rJ�rJ�rJ�rSrJ�rJ�r�'rJ�r�rJ�.m � BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 5 rj 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by 5 r5+ G &S ELECTRICAL CONTR. ED PAPAGIANAKIS P.O. BOX 215 LANDS END ROAD SOUTHOLD, NY 11971, ORIENT, NY 11957 Located at LANDS END ROAD ORIENT, NY 11957 5 5 Application Number: 1113791 Certificate Number: 1113791 Section: Block: Lot: Building Permit: 27967-Z BDC: NS11 Described as a Residential occupancy, wherein the premises electrical system consisting of rj electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor, Second Floor,Attached Garage, Outside, c A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed C5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 12th Day of April, 2004. Name QTY Rate Karina Circuit Type Alarm and Emergency Equipment 5 Sensor 2 0 Carbon Monoxide L'J Sensor 6 0 Smoke Appliances and Accessories u Exhaust Fan 4 0 F.H.P. Dish iVasher 1 0 1.2 KW 5 Hydro Massage Tub,Residential 1 0 Furnace 1 0 Gas 5e Pump,Motor 1 0 1 H.P. 7 Air Conditioner 2 0 -48.000 BTU _ IM 5 Wiring and Devices 5 Receptacle 69 0 General Purpose JJJ SiNitch 58 0 General Purpose Fixture 94 0 hrcandescent - 5 GFC1 Circuit Breaker 1 0 20 amp Appliance Dimmers 11 0 Receptacle 1 0 20 amp Laundry sea/ _ Receptacle 1 0 30 amp Dryer Continued on Next Page 1 of 2 _ This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 n CPLI�LPr�C.I�C.�LILI�CPEPC.I�C.I�C.I�C.I�LI�f�CPLICPLI�LI�LI�L�C.�[_I�LI�LI�C.I�PLI�LI�f�171717171BJ']LIC.ILIAC.I�C�LI�C_I�LI�[nC_I�[PLI�LI�CnCPCPLI�C.I�LI�LI�LI�LI�C_I�LI� r r��nr�rann���lanla�lanr�n��l����l�r��l�a®n�r�nrdr�rdr�Inn� p,: 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 S BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by 5 5 G & S ELECTRICAL CONTR. ED PAPAGIANAKIS P.O. BOX 215 LANDS END ROAD 5 SOUTHOLD, NY 11971, ORIENT, NY 11957 5 Located at LANDS END ROAD ORIENT, NY 11957 5. Application Number: 1113791 Certificate Number: 1113791 f5� 5 5 Section: Block: Lot: Building Permit: 27967-Z BDC: NS11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement,First Floor, Second Floor,Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed Pj herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 12th Day of April, 2004. Name 0 rY Rate Ratutg Circuit Type 5 Paddle Fan 3 0 Rj Receptacle 11 0 GFCI Ser-vice 1 Phase 3W Semite Rating 200 Amperes Sen'ice Disconnect: 1 200 eb Meters: 1 LJ5 v 5 5 5 5 seal - - CJ 2 of 2 7 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. . 5 I_ rJLrff LrE3 J@J'acPr�[J@J@P[P[J�rJ�cPcPr�cPPJ�rJ�[P[PrScJ arJ�fa[J@PrJ�rJ�rJ�cfo[1 ar�cJ[P[PcPrJ�rJ arJ�rJ�c fr�lPJ acJ 3r�[J�[J�[J�[J a[J�rJ�[PcPPcfr�cJcPcJ a[P '4� 7���yZ a FEDERAL EIfl1E GENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 Y �� NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -7. SECTION A-PROPERTY OWNER INFORMATION Forl surance.Company__w. BUILDING OWNER'S NAME :.Policy.Ndmber -= T,tf bf f2V Ph N &, v A 91 -S BUILDING STREET ADDRESS(Including Apt.,Unit,Suite,and/or Bldg. No.)OR P.O.ROUTE AND BOX NO. Corany.NAIC Number CITY STATE ZIP CODE �1 !>97 � PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) BUILDING USE(e.g.,Resyidential, Non-residential,Addition,Accessory,etc. Use a Comments area, ifnecessary.) IC LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: L_1 GPS(Type): ( 4W-##JW or ##.##✓Iq#°) 1_I NAD 1927 L_1 NAD 1983 L_I USGS Quad Map IJ Other SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION - Bt.NFiP COMMUNITY NAME&-GOMMUNITY•NUMBER B2:GOUNTYNAME - - - - -B3:3uL17t"g 70tv.v oic S " k - Go0l S�� ,^ i E 'v- B4.MAP AND PANEL B5.SUFFIX B6.FIRM INDEX B7.FIRM PANEL B8.FLOOD' B9.BASE FLOOD ELEVATION(S) (- NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO,use depth of flooding) Ogg G /4ACI fli159F 4c 7, 0 B10. Indicate the source of the Base Flood Elevation (BFE)data or base flood depth entered in B9. I—I FIS Profile 1�1 FIRM U Community Determined 1_1 Other(Describe): B11. Indicate the elevation datum used for the BFE in B9: 1�!e1 NGVD 1929 1J NAVD 1988 1_1 Other(Describe): " B12. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? 1_1 Yes CSI No Designation Date: SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 1_1Construction Drawings' NBuilding Under Construction' 1JFinished Construction 'A new Elevation Certificate 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-V30,V(with BFE),AR,ARM,AR/AE,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 VCvh 192-3 Conversion/Comments i Elevation reference mark used Does the elevation reference mark used appear on the FIRM? 1J Yes IA No ❑ a)Top of bottom floor(including basement or enclosure) ft.(sR) a ❑ b)Top of next higher floor1/ .L ft. N v0 0 _ El G) Bottom-of-lowesthorizontatstructural member�(V zones-only)'-- —-I �A ._R:(a* 'loo y tF� ❑ d)Attached garage(top of slab) /h .Q ft." 'E 2 �; G`d '^o O ❑ e)Lowest elevation of machinery and/or equipmentm d a i 1 m x servicing the building (Describe in a Comments area.) R1 A ._ft." E „ � ❑ f) Lowest adjacent(finished)grade(LAG) fO . ft.(&* z._ ❑ g) Highest adjacent(finished)grade (HAG) i3 .�ft.(ar) �w S�,_ r •, 10 ❑ h) No. of permanent openings(flood vents)within 1 ft. above adjacent graded ' ❑ i)Total area of all permanent openings (flood vents) in C3.h A sq. in. (sq. erl 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 cerW 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 orimprisonment under 18 U.S. Code, Section 1001. - " - C RTIFIEITS NAM� /� LICENSE NUMBER �r oS H A. bn2csvt J9f-S • !/o TIT E .COMPA Y NAME / r• 2 i`7iii Un I oi; Ar'�Chv. �y�,y/ J,Jc ULL�O v'e ADDRESS '® O- rUl STAT TJ2G ODS SIGNATOR 7- DATE �3 TELE NE 7L 7_0ri YG FEMA Form 81-31,JULJaO SEE REVERSE SIDE FOR CONTINUATION (REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces,copy the corresponding information from Section A Fern ran{e �pamr)se BUILDING STREET ADDRESS(Including Apt., Unit,Suite,and/or Bldg. No.)OR P.O.ROUTE AND BOX NO. Policy Numoer CITY ! S rA rF yy ZIP CODE Compoay NAIC Nmnoer SECTION D-SURVEYOR, ENGINEER;OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official, (2) insurance agent/company, and (3)building owner. COMMENTS 1J C neck here if attaphments SECTION E-BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO ANDiZ ,A(WITHOUTIBFE) For Zone AO and Zone A(without BFE), complete Items E1. through E4. If the Elevation Certificate is intended'foAse as supporting 'information for a LOMA or LOMR-F, Section C must be completed. E1_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.) E2.The top of the bottom floor(including basement or enclosure)of the building is 1-1_1 R(m) I—Llin.(cm) 1J above or LI below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6-8 with openings(see page 7),the next higher floor or elevated floor(elevation b)of the building is 1-1—I ft.(m) LLIin.(crn)above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? IJ Yes I_I No I Unknown: The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S"REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,C(Items C3.h and C3.i only),and E for Zone A (without a FEMA-issued or community-issued BFE)or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 1-I Check here if attachments SECTION G-COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below- G1. 1 I elow.G1. LI The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 1J A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. LI The following information (Items 134-139)is provided for community floodplain management purposes. G4.PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7.This permit has been issued for: LI New Construction 1_1 Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building is: _ft.(m)Datum: G9. BFE or(in Zone AO)depth of flooding at the building site is: —ft.(m)Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS I_I Check here if attachments FEMA Form 81-31,JUL 00 REPLACES ALL PREVIOUS EDITIONS TOWN OF SOUTHOLD PROPIERTY RECORD CARO OWNER VILLAGE DIST. SUB. LOT c — — FORMER OWNER N E ACR. S W TYPE OF BUILDING RES. SEAS. VL, r! FARM COMM CB. MICS. Mkt, Value LAND IMP. TOTAL DATE REMARKS p zr ,26 -L 140,5 3��/®3 fJa�ro. rs4ao f f�a��r1� a �3 b 'illpble FRONTAGE ON WATER! Voodlarod FRONTAGE ON ROAD �f AeadowkiN DEPTH louse.Plat BULKHEAD otal Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 11/09/01 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct-Resid. $10.00 Total Paid: $10.00 Name: Drozdowska,Agnieszka Po Box 93 Mattituck, NY 11952 Clerk ID: LYNDAB Internal ID:41903 Y3 BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: n DATE SUBMTTTED: / /O1 APPLICANT NAME: —— SCTM# DISTRICT: 1.000 SECTION:—BLOCK: STREET: Z,0,13 5 �,� CITY: SUBDIV. NAME: PROJECT DESCRIPTION: /"IA IA ARCHITECT/ENGINEER: FAST TRACK? SINGLE& SEPARATE CERTIFICATION-REQUIRED? NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) ZONING DISTRICT: CONFORMING? REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR PROP. REAR • WATER FRONT? DESCRIPTION: PANEL #: FLOOD ZONE: , AGENCY PERMITS REQUIRED FOR REVIEW APPROVALS REQUIRED: SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED#): DTE:—/—/ PERMIT#:R10- NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or NO SOUTHOLD TOWN TRUSTEES: YES or NO TOWN ZONING BOARD APPROVAL: YES or NO TOWN PLAN. BOARD APPROVAL: YES or NO TOWN HISTORICAL PRE (SPLIA): YES or NO NYS ENERGY: YES OR NO EGRESS (18 H min.?4 sq total) VENT(SQ. FT, x 4%) LIGHT(SQ. FT. x 8%) BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- , HAVE PRE CO'S : Y OR N BP -Z/C/o Z_ NOTES: j FEE STRUCTURE: FOUNDATION: ---SF FIRST FLOOR : o �5 SF SECOND FLR SF INIT OTHER TOTAL TOTAL: '517;7q SF FEE ,FJ/-E�E p/ FEE _74- 'OT( 9?7 SF)- �S( SU SF)=S/2 SF X$ 30 _$ /� i. +$ 8b — +$ Ia v BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: :/1/01 • DATE SUBMITTED: /L /g /01 APPLICANT NAME: SCTM# DISTRICT: 1,000 SECTION: 15 BLOCK:_ LOT: 1. r STREET: _ot Rh CITY:���_SUBDIV. NAME: PROJECT DESCRIPTION: 0GTx s ARCHITECT/ENGINEER: A- 0 FAST TRACK? SINGLE & SEPARATE CERTIFICA ION-REQUIlZED? ,yo NOTES: LOTS 40,000SF-100-24.Lot recognition.(cREATED b ore June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/8. ZONING DISTRICT: .e-'Fo CONFORMING? RE ACT. LOT SIZE: ��Ago REQ. LOT COV. % ACT. LOT COV. Q.LOT SIZE: , n.� o REQ. FRONT � PROP. FRONT s' j REQ$IDE yT/5; ACT. SIDE 7 REQ. REAR_ PROP. REAR WATER FRONT? N° ESCRIPTION: PANEL #: _ FLOOD ZONE(. AW�_.�� AGENCY PERMITS REQUIRED FOR REVIEW PROVALS REQUIRED. SUFFOLK COUNTY HEALTH EP�YES r NO, (BED#): -j4 DTE: ,� //0/ c'Y PERMIT#:R10- 0 0 NEW YORK STATE DEC: PRE-DEc 9/ln5 YES or O SOUTHOLD TOWN TRUSTEES: YES or TOWN ZONING BOARD APPROVAL: YES or TOWN PLAN. BOARD APPROVAL: or NO 6 TOWN HISTORICAL PRE (SPLIA): S o O NYS ENERGY: YES OR / EGRESS (18 H min.?4 sq total) ./ VENT(SQ. FT. x 4%) ✓ LIGHT(SQ. FT. x 8%) ✓ BUILDING PERMITS OPEN/EXPIRED: BP / / , HAVE PRE CO'S : Y OR N BP - / Z- , re mar - - ' ie2 FEE STRUCTURE: FOUNDATION: /6 f9 SF + FIRST FLOOR : SF ' SECOND FLR a2,.S8 9 F -f VT I C INIT OTHER TOTAL TOTAL: SF y y FEE FEE FEE 'OTSF)- (_&SF)- SF Xs $ o /_b +$ $ C� o".0 _. BUILDING PERMIT EXAMINER CHECK LIST • DATE REVIEWED: Q / r 3/01 .DATE SUBMITTED: II /8 /01 APPLICANT NAME: SCTM# DISTRICT: 1,000 S`}ECTION: 15' BLOCK: LOT: STREET: o u E 'S CITY: SUBDIV. NAME: "' / PROJECT DESCRII'TION: ',��% :y.., :,/_��✓ ARCHITECT/ENGINEER: FAST TRACK? N e SINGLE& SEPARATE CERTIFICATION-REQUIRED? 0 C 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 7/1/8: ZONING DISTRICT: }�-Lid CONFORMING? E-5 REQ. LOT SIZE:Ho,o,,v ACT. LOT SIZE: �?x`18° REQ. LOT COV. ACT. LOT COV. REQ. FRONT ,5-0 PROP. FRON' 'i REQ SIDE ACT. SIDE 7' Zi REQ.REAR -02 PROP. REAR fp WATER FRONT? Nv DESCRIPTION: PANEL #: IaS' FLOOD ZONE: 4,iff AGENCY PERMITS REQUIRED FOR REVIEW , ROVALS RE U D: SUFFOLK COUNTY HEALTH DEPT(YES NO, (BED#): DTE: /)0 / ° v PERMIT#:R10-00 -aosG NEW YORK STATE DEC: PRE-DEC 9/1/75 YES o SOUTHOLD TOWN TRUSTEES: YES or TOWN ZONING BOARD APPROVAL: r TOWN PLAN. BOARD APPROVAL- YES o c ; TOWN HISTORICAL PRE (SPLIA): o O -' NYS ENERGY: YES OR NO EGRESS (18 H min.?4 sq total) VENT(SQ. FT. x 4%) LIGHT(SQ. FT.x 8%) BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 , HAVE PRE CO'S : Y OR N i/ BP -Z/C/ Z- , NOTES-:, ? ./[ :,� �.w47",. J r+.1 �. .a '..- -�. "k /'�,,�.. 4r r ! 7 FEE STRUCTURE: FOUNDATION: S SF FIRST FLOOR : 3 , $ SF SECOND FLR :_ ,�SF INIT OTHER TOTAL TOTAL: SF }� K FEE FEE FEE 'OT( SF)- ( SF)= SFX$ =$ +$ +$ . =$ ITECNOLOGIES waNrmvo cx;NslxucrlaNsmlvm 134051M&Ra4h1Wd1ad6 New Yat 11952} 1531.29$:1129 fix-6512;6.1128 1 August 11, 2003 Southold Town Hall Building Department Southold, NY 11.971 Re: Proposed New Papagianakis Residence 435 Lands End Rd. Orient Point, NY Building Permit # 279672 In response to the inspection done by Mr.,John Boufis dated August 11, 2003 we request a 6 (six) month extension to the building permit issued on June 19,2001. The permit expired on June 19, 2003 the extension request is till December,2003'. If you have any questions, please call the office. Thank you for your time and consideration. `�gow Iw��`' a Steve Papagianakis Owner ZZ AF ITEtNOLOGIES 134 bbb ao-d.fid6_Nov Yqk 11932 '631.296.1119_tax:63196.1128 I � DEDA $ BLDG. DEPT. December 1 7,2001 f snuT}tot e Dear Mr. Bruno Semone, Per our telephone conversation on Friday December 14d'the following items were noted; 1.As long as the top elevation of the proposed basement concrete slab is constructed at 9'0"or greater grade elevation height(with flood elevation at 9'-0")our client will not be required to have in-flow out-flow flood valves. 2. Enclosed,please also find a site plan with our calculations for obtaining height for different site elev t' ns. rot .� i�� . r 14e CC: Steven Papagianakis ITEC NOLOGI E 13405 Main Road,b9ddtock New Yat 11952 (� 631.2961129 �631.296.1128 D 0 U U G9 U December 19,2001 BLDG. DEPT. F S UTH D Dear Mr. Bruno Semone, I. We are proposing a top of basement concrete slab to be constructed at 9'0"or greater grade elevation height to comply with the AE-9 Flood elevation requirement. We may also choose to eliminate the In-flow Out-flow vents while the basement concrete wall is being poured in field. 2. 'Enclosed please also find a site plan with our calculations for obtaining height of iWIRus site elevations. re re/cam CC: Steven Papagianakis `- - APPLICATION y PAGE I of a TOWN OF SOUTHOLD FLOODPLAIN DEW-LOPMENT 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 statcmenlS are made hcrein- 3- If revoked, all work most 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. Applicaat is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements- 7. ¢pplitant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. S- 1,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) UrfdA "c v"=��L•�'rd st DATE ad o +r `1 SECTION 2: PROPOSED DEVELOPMENT (Tb be completed by APPLICAND NAME ADDRESS TELEPHONE _ APPLICANT - 4A);52i1,4 a t FY gOt fz f7 nx�k �� /"`"r1TUCk 51 r r-I I 1 BUILDER ENGINEER _PROJECT LOCATION: To avoid delay in processing the applimtion, please provide caough information to easily identify the project lomtlom Provide the street address, lot.number or legal description (artach) 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. - f 10q FDP(93) `�'— ` 5 APPLIC4T10r.° _ PAGE 2 OF a DESCRIPTION OF WORK (Check all applicable boxcs)- . STRUCTURAL DEVELOPMF_NT ACTIVTIY STRUCTURE TYPE ANew Structure ❑ Residential (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑ AltQation ❑ Non-residential (Floodproofmg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition - F ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park? .❑ Yes) ESTIMATED COST OF PROJECT S 50 L ( . 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 adge Construction ❑ Subdivision (New or Expansion) - ❑ Individual Water or Sewrr System ❑ Other (Please Specify)` After completing SECTION Z APPLICANT should submit form to Local Administrator [or review. SECTTON 3: FLOODPLAIN DETERMINATION (To 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 PERtv1IT 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 instruc[ions. SIGNED DATE APPLICATION a. =' PAGE 3 OF 4 SECTION 4- ADDITIONAL INFOR1,1ATION REQUIRED (To he comole(cd by LOCAL. ADMINISTRATOR) The appbrant must submit the documents checked below before the apphcaUon can be processed: ❑ A site plan showing the location of all cxLsting structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans, drawn to scale, and specifications; including wbcre applicable_details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the First floor, details of floodprooCmg of utilities located below the first floor and details of encl05ures 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). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Fl_ NGVD (MSL)_ ❑ Floodproofmg protection level (non-residential only) Ft. NGVD (MSL). For floodproofed structures, applicant mus( attach certification from registered engineer or architect_ ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will no( 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. SEMON 5• PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A- O Is B.❑ Is not in conformance with provisioas 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 eeIf BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Locaf Administrator or may request a hearing from the Board of Appeals. APPLICATION a PAGE 4 OF 4 . APPEALS: Appealed to Board of Appeals'. ❑ Yes ❑ No Hearing date= Appeals Board Decision --- ApprovcV O Yes ❑ No Conditions SECTION G: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certlf[Cate of Compliance 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. L Actual (As-Built) Elcvadoa of the top of the lowest floor, including basement (n Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). Actual (As-Built) Elevation of floodproofmg protection is FT. 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? Cl YES ❑ NO DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8: CERTIFICATE OF OMPLIAN E(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued- DATE: BY: I I 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 6 jOWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING O 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 # I9_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C/C(93) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL'FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -7. AIM SECTION A-PROPERTY OWNER INFORMATION For In`surdnceJ ompanyfJse BUILDING OWNER'S NAME T 'PolicyNpmtrer. _ - s � _ "E-R-' FJ /IG IN KIS BUILDING STREETADDRESS(Including Apt.,Unit, Suite,and/or Bldg.No.)OR P.O. ROUTE AND BOX NO. Company.NAIGNtiir`Iber 71 - N CITY STA ZIP CODE C�a?j�ar V- T>5�7 PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) f®a7 -/S—rT i - BUILDING USE(e,g., Residential,Non=residential,Addition,Accessory,etc. Use a Commerds area,jP necessary.) LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: JJ'GPSI(Type): ##'-##.W or #Ij.##m# U NAD 1927 1_1 NAD 1983 L_I VSGS Quad Map [_]Other. i SECTION'13-FLOOD I*WMKE RAT MAPi(FIRM)WFORMATION B7_NFIP COMMUNITY NAME&COMMUNITY NUMBER B2.COUNTY"E B3.S l�TE, ` 7ow,v GF S0-04gd Ste';WiL B4.MAP AND PANEL 135.SUFFIX B6'.FIRM INDEX B7.FIRMPANELB&'FLOOD 89. BASE FLOOD ELEVATIONS) NUMBER DATE EFFECTIVOREVISED DATE ZONE(S) (Zone AO,use depth of flooding) C)87 GL 1 xray grt99p Ae- a I B10. Indicate the source of the Base Flood Elevation (BFE)data or base flood depth entered in B9. LI FIS Profile 1Y.j FIRM 1J Community Determined 1_1 Other(Describe): 611. Indicate the elevation datum used for the BFE in 89: 1)!�j NGVD 1929 IJ NAVD 1988 1J Other(Describe)' B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? LJ Yes GU No Designation Date: SECTION C-BUILDING ELEVATION•INFORMATI'ON (SURVEY REQUIRED) C1:Building elevations are based on: (JConstruction Drawings* [Building Under Construction* L—fFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number_ (Select the building diagram most similarto the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building, provides sketch or photograph.) C3. Elevations—Zones AI-A30,AE,AH,A(with BFE),VE,V1430, V(with BFE),AR,AR/A,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. DW=Qm -U;:> t9iL9 Conversion/Comments Elevation reference mark used Does the-elevation reference mark used appear on the FIRM? jJ Yes I.A No ❑ a)Top of bottom floor(induding�basement or enclosure) 9 ft.(mj m ❑ b)Top of next higher floor // .L ft-o ❑ c)Bottom of lowest horizontal structural member(V zones only) VIA ._ft.(" ❑ d)Attached garage(top of slab) !4 .Q ft.(" E -M1p O ❑ e)Lowest elevation of machinery and/or equipment d r servicing the building (Describe in a Comments area.) N a ._ft ❑ f) Lowest adjacent(finished)grade(LAG) 10 .L ft.60)—2-1 ¢/ ❑ g) Highest adjacent(finished)grade(HAG) 13 ft-(Nr) ❑ h) No.of permanent openings (flood vents)within 1 ft. above adjacent grade_�_ `) J ❑ i)Total area of all permanent openings (flood vents) in C3.h-AJ4&--sq. in.(sq. o" 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- /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 anyfalse statement may be punishable by fine orimprisonment under 18 U.S. Code, Section 1001. C RTIFIER'S NAM LICENSE NUMBER _ _�CY�i�I�6 4 •y C,o sr'? .QL_S TIT E -COMPANY NAM / ADDRESSCITY ODE '6'/ IU�lti-4ls 'Soo , SIGNATURE �+' DATE�f O$ TELE HONE 7LTZo96 FEMA Form 81-31,JULA SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS x:"ECN-0L0G ;ES i ACEMM -RE,ler_ANNIYG consraucaon SM%gM �_..�. '1340Maiu Ra4cDLVuwek Neuf Yuck'-El '952 - - - - - � fi31298:1129:-n.:63L.298.14'.R - - r Augusi 18. 22004% - AUG I a . V. Southold Town t Buittling DepdrlrtTellti o6tttold NYYi Stephen Pal_agianakis - - 435;LarTds End Road` Qnef$ Point, N.Y - Building.Perniit_ 3D433 _ - As'per-'ouig field_inspection on:I hEirsday. August 12, 2004.; the following was noteo 1 a The cricket shown on the constructinnrdocurrients was n consirbcted asspeci'iad. In additionja secoid ciicketwas constr,uc(ed to handle additiolial water runoff. Please refer to attached photos: .' ?l' Vire cariify.fhatzhe hFight of the as-built chin-iney-meets all f rTecessary'town codes. -At TO'-W-away (om the roof of the house, the rop'ol fha`chininey caps are ata d' +;- tieigl t.'e�xceedino the rrifnirrum-21 itzheightrequired bu codP: al Enclosed pleasefind photos showing ooth ot•tlie crickets;,and rhe chirnne'r`cap height at fre1G'-4 distance off 11 e lace 6f the roof: Ii >rou crave any questior s please contact our.office at (631) 298-1129.. i hanl fou Sy > Frank Notaco", A �=S 7Wi892 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ J FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE > > C'r INSPFR t 27 96'7zZ 765-1802 BUILDING DEPT. INSPECTION [x] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACES CHIMNEY REMARKS: 14, DATE 09 i Qz INSPECTOR/ � suanINc oar. INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIRE ACE & CHIMNEY REMARKS• "e,lre� I DATEAll INSP � � � o BUILDING DEPT. INSPECTION 4e)w [ ] FOUNDATION iST ].l�000H PLBG �/ [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS �L4 il�, �nn9o��eati�.e, Q < .Q�zfh1.�G[T/. �� us i^�n ice. �� Jr Dy A7'E INSPECT vrl BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION "MING [ ] FINAL [ ] FIREPLACE.& REMARKS: ,� zAd 4 DATE INSPE d Sa y �3 70-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION !L� FRAMING [ ] FINAL [ ] FIREP ACE 8 IMNEY REMARKS- DATE ' c?/ 6�s�cro 3a y�s3 7ss•iaoz suiwiNa DE". INSPECTION [ ] FOUNDATION IST [ ] R GM PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �s !f 65�� DATE l/ 03 INSPECTO� BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUG PLBG. [ ] FOUNDATION 2ND [,J.1l1SULATION [ ] FRAMIN [ ] FINAL [ ] FIREP ACE & C IMNEY REMARK . DATk � IN8PECT0 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Crl� a � f-I A Z12e 7 z DATE d INSPECTOR vy Ma r t � . b t ,. � . ..... ,..„. u - - 'R"�1'Y.h T}'}�'f•ta 1}TR'{?y47F •L S� �f:'!;'• � d t is h Y 1 a, I fy I ` �.• 1 �w F ! 1 1 ' 1 YC 1 lul' �_ � f 1 �' iii!!! ■ r - , I Il s 1 • ; A , ..��.. -.. � Y- �, I, �� i / � -v�w�. 4_�� / — _ � / �/ - I /� / 1'I 1 : ! ' 1 � �%� � � i _ — f � � j � � i 1 • � s �, I , ,l�� / � olr: . . . I: � i l � t �` -� �' � � — ..i - ' ' �.._- ./ � �. L� ;; _�/ ��/i"1/.i �, � � _ , •i % - �� � �� � E . - e. � .. _ _ _ �.. �� / f i � , / r _ � /, i _ � ` . �� :.:..- :.r F � � > �� � � '�� J .l �. .� I� '^fir .r Y a e . BOARD OF HEALTH . . . . . . . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . " . " . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK " . " . . . . . . . . . . . . . . . . . . . . . . TOWN HAIL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765- 113021 NOTIFY: 11 J/A 30 qt CALL . . . . . . . . . . . . " " . . " . Examined. . "-------- rJ2fi 01 ^�(^1 " MAIL TO: " " " " " . . " " " Approved-- - /-•J�•� -� Permit NO. O(•7.R6 ........ Disapproved aic ".. ... ........ . .-".._... ..."...." •�" Q . V . (Building Inspector) BLDG. Oh:PT. APPLICATION FOR BUILDING PERMIT � SOU, Date:.p " . . . . " INSTRUCTIONS a_ This application musr be caVleCely filled in by typewriter or in irk and submitted to the Building Inspector 3 sets of plans, acarrare plot plan Co scale. Fee according to schedule. b_ Plot plan Showing location of lot and of buildings on premises, relatiorabip to adjoining premises or public sneers or areas, and giving a detailed description of layout of property mrsr be drawn on the diagram which is part of this application" C. The work covered by this application ray not be camenced before issuance of Building Permit. d• Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such Permit shall be.kept an rhe prenises available for inspection throughout tte work. e. No buildiog till be occupied or used in whole or in part for any purpose whatever until a Certificate of Ocrvpancy Mall have been granted by the Building Inspector. AKPLICATION IS HEREBY MADE to the Building Department for the issuance of a building Permit pursuant to the Building ZOO' Ordir>3nLie of dze Town of Southold, Suffolk Carty, New York, and other applicable Lars, Ordinances or Regulaticx , for rhe ca,arruction of buildings, additions Or alterations, or for rel val or daaolition, as herein described. The applicant agrees to otmply with all applicable lads, ordinances, building mde, haling code, and regulations, and to admin authorized inspectors to premises and in building for rkecessary inspmLions. (9 1gnacure of pli.:ar,[, dr aate, if a corporation) (Mailing address Of appli-ant) State wherttr applicatr is ox agent; architect, engirxer, general contracror, electrician, pluiL-r or builder . ._""". . .. ._. .. . ".. ryry 1'•.7"2".: ?4 .�S r :.."...."........... ............."." Nare of Owner of premises .C^Pi. .:, :'�J.--'Sf U.',_:..Qf Q( "(%I•�Pk7•.4.1:_F . (as on eta: tax roll or latest: deed) If applicant is .a corporation, signarure of duly autt.,rizcd Officer. ..... . . . ...". .'"'.'. . ..... .... ....".. . .... ....... .. . (Name and title of corporate officer) Builders Liccr No. " -- Plumbers Liceu.� No ...."_......"".".......". . Electricians License No. ""."..........." Odler Trade's License % ......."............ 1" LxatiCc of lam on which proposed wgrk raillibe dare...........................""........... ............... ....... J4�UILJ17'•"-��1� :;.•..Jla2 i.OL�. ..111�7�". QHA,3.41 "..""..". .."...." H01se Nbmber Street Paul et I Cormry Tax Map Mb" 1000 Section ". . s Block. "...: .. Lou ... ._•..!.".J rJ Subdivision ........ ".. ". .. Filed Map NO. LOC .. .........". .. (Name) 2. State esisring usrd ocarpancy of prem isas and intended use and oa ;may of proposed Construction: a. R)asting use and cearpavt-y .......... ....... ........."...."."... b. IRtergi<�d use and occupanqye 1 Lj.- �. C. - 1- _, ... ........ .. . .�LL a. . ...... ..... . �wr trur ... .... ..... wurw ffi Oascripti�) ' `�1 CstiioapedCost �4'r.:VCdS✓:.�� - ...... .. ............. . .. ...... .. .... ([o be paid on filing [his appliescion) i. It duelling, m r _r of dr&IIiv,- units ...... ....,, lhuber of dviling units on each floor .. .. . ... . . •. . ... If garage, II of cars ...R4.li�}: ... . .......... ........ . . ... If 1h15iMSS, a rcial or mi.�d oc ----- • - �Ztparrcy, specify mature and extent of eadr tylz Of use... .. .. . . . ...... I Dimensions of existing structu S, if any; Front.. ... .. . ..... ... Gear . . . . . .. ... . . ... Depth .. . .......-.... .. �i Sleight ... . ..... ....... ...... ... Nwber of Stories ... ........---.,.. . .. . Diruensio of same structure with alterations or additions: Front Pzar ... .. . .. . . .. ... Depth .. .. .. ............ .. Eleight . .... ...... . .. .. . .-. ltrrber of Stories ... . . .. .... p' ..I j Dimensions of entire rcv con1�.-on[ . ..R. . . .. ...- Rear .. . Deprh .. . ..Q... Neigh[ .......,-................... NLmber of Stories ../ ../� .... .... . . . .. .. Size of lot- Lyon[ --..lL_�.�. ... .. .-.- Bear•'.. -.<:!•.?!42.'. .... Depth . .-. ot77 D- race of Purchase . ... ... ...... ..-.... Nave of romer Owner .. ..... . . . . .. ... ........... ... . ... . 1- Zure or use district in which premises are situated .• . .. . 2. Does proposed construction violate any zoning lana, ordinance or regulation: . ...... 3. Will lot be regraded ......:.. ...... .. ... Will excess fill be raoved from preuuses: YES IC 4. Maes of Omer of Fr12 1!}/ ...... address ,18;1;E /��,H.sSt,.-�JE �1�!:Q1yPPrxxe 4io 71�)3�: premrses ..- l�4Ka 5-:--- llarre of Ardritect .Px-vt.....0C'-Ci!?o ............. .NddresS Al._ of Can[rmmr -:.-.... ...-.. eVliress ..I}ane lo. . . ........ �- Is Jiffs property within 301 feet of a tidal wetland? * YTS ...... DU .... xrF YFS, SmmxD TOE,3f TamTE$S Pmcr my BE.Rzgjitl-. PLOT DIAGRAM lucace clearly and distinctly all buildings, whether existing or proposed, and indicate all set-hack dimznsions i-ao property livres. Give street and block rnuber or description according to deed, and shwa street nixes mid irdirare fiether interior or corner loc. X��>�'F!'.i MIT." or "--'W Sl'w`rY., . SS -IN VY (F . . . .. .. . .... . . . . . . . . . .. f}GN1�S2K-� rZ02 1�!5 �--. . . . .. . .b�irg duly szrrn, depz�ses and says that he is the applicant `lane of individual signing contract) : - raved, is Lha . ..... ..... .... .. .. .. ... . . . .. .. ...... .. . .. .. .... . ...... .. ....... .... . . (Contractor, agent, corporate officer, etc.) f said aarkr or ownrers, and is duly authorized to perform or have perforved tl�a said wDrk arrl to Tike and Pile this ppli.cacion; dlat all sLaterencs contained .in this application are true to the best of his knowledge and lxlief,- and prat the Work WUL be perforatd in die harmer sec forth in the application filed thererirh. worn to before m: this ..... .. . ., . .. .. . Y of elotary Pnbuc ... -- -�-•-- -1 ::i:,ue5> - (Sigrksture of Applicant) ,loyCE M.MLKINS Notary Public,State of NOW York No.4952246,Suffolk Cunty Term Expires Juno 12, p3 tot . SWOLR COUNTY DEPARTMENT OF HEALTH SERVICES SU.MY Of! r f PERMU FOR APPROVAL OF CONSTRUCTION FOR A LOT 1 SINGLE FAMILY RESIDENCE ONLY AIAP VP DATE .. HS REF.NO. I nos,os 0% APPROVED /r st .= c LANDS END ROADFOR MAXWUM OF.�.BED �'a }� j[ EW 1L ..tib . r1AKE ' '"�'■" ./ EXPIRES THREE YEARS FROM DATE O PROVALpotTOWN I* Q S.C. TAX, "1t �t -�'�A L n_ q 1ia.W. chi O / • �' y, lk SWI C�!M!tom � •1'� 1W_ N `�'� !of HANGE S PL--E� •@TOTE- FtW fir �t, -- , t Minimum distance between well ,� 2.. 2* rug P.W— a by Dept. Health Service$ �w.«aand cesspool is to be 150 feet. v CG� n i a ° uwt►► w°�u+aroa °" mor CZE ? come" Wt • / % .. wwo bb wMr j� f w�M . iioas►"�s xuwa s:oii* v ' ( i re / oPasto I pen,EyraY• Af! f�� ~ `7 Q / e T • / `� j/ •I I � � muc rrrc �>t� � a AM .tis ♦ w x r wa +• wr ,'v Gilir,IMP"s.• wM1irc ww 4� ry� I I 14 ' a ��Yr1ll o�iiAlArM piw+ wrwe. a+/'9 1 k �►r- po COC/ice � 800 at� - i T, T _H i' Ns�. I a (AS &WW ON PM WW) raw Lir ® iAN'1'OYd Is.W1 UPWL W � aro • �,1 :: w N 8 '3740" 179AL st+nc -gypt -3o/ aro L=ft AT �a1Fcs A-,-= 1M 24— SURVEY OF :SAP OF 4 20 L ���" � D O2 � .J, � 1JT1 } � E _.__.. Fii_E No. 5909 FILED MA'( 3. 1973 -zi �jj ; 'A L' ��k*�9'� � TOWr! Qc S�UTHOLJ 88'5/'40' E : FF � � � c�sOLk COUNTY, NEW YORK S - '�%� S.C. T,a X N O. 1000-15-9-1 . 15 "". SCALE i „_ 5C' FF BR JARY i 1 , 2000 r , 4 7 / APE, __ 47.384 -LHTiFJFf TO w TEPNEN PAPAG!ANAKiS T tk l '� r rtYY / ti _t0 i..EYATICNS AAE RFiPEv-::;ED' Tv TUiiF 4 FJk4A lV KE>+ lA0k x/ .14."'J FAh,. iA( wee tic. 36 5'039e o .> SES�':3': 88v ') L , ,�rrssrrEn �sr ) __ D/ZV:'vA6E' pAS$.1CL'A'T 'ylt�. y_ � - M/CCORWYCE MH THE INAIY a C� ME UA.LS NO APPROOM AND,IOOPRD SUCH UBE We T14E MM YORK SM LAND Z LM VJTMO M ALTOWMN OR AMMON TO THS wilmy•A VIOLATION OF `•� Y.1$'r;-''4\i" 4}'� ,G -3. .': s.-.'' SIMT1Q1 1'20M DF THE IEV YQIC STATE / N I&.. Joseph A. w 3I COPIES of THNS A4P NOT 11FAFMC TW`"'D s"�'�eM®�DR N]6OBSED SEAL SILL NOT BE 00►61DptED TO im A VND TRIS COPY. Land Surveyor CEMICATTONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY CS PREPARED,AND ON HIS 804ALf TO THE TR1E COMPANY.GOVERN INTAL AGE OY AND TA* Surveys — &bcowmm — sitiv mons — COIYhxdm wyo(f LOOM MIMMION USTED HER0K AND TO TW ASS04M OF IHE UTM. MOM ARE a�� 0611— TSFERO LF PNONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIQU OF WAYS OFFICES LOCATED AT Al1Y.M A00RESS ANO/OR EASEMENTS OF REOOM. IF ANY. NOT SHO" ARE NOT OUARANTE'ED. 1380 Roanoke AVON* P.O. Box 1931 ff"Oeod. New York 11901 Rlverfwod, New York 11901-01N� �f 8' 6f 9 SURVEY OF LOT 15 MAP OF LAND'S END N SFD 2 5 IT !n' FILE No. 5909 FILED MAY 3, 1973 SITUATE LANDS END ROAD LATHAMw ORIENT POINT ASPHALTRM16k?IT .__... I�`�=".` ... ;. ,1,y� 1.1 TOWN OF SOUTHOLD S 88.57'40" E __ SNE SUFFOLK COUNTY, NEW YORK b�Nc�'- sc,� d R=30.00' S.C. TAX No. , 1000-15-9-1 .15 o� /- L=47.12 ryho �" / FEBRUARY 11, 2000 MARCH 29, 2000 REVISED PLOT PLAN SEI Dasa _ SEPTEMBER 12, 2002 FOUNDATION LOCATION MON. U ' AREA = 47,384 sq. ft. 1.088 oc. y4 CERTIFIED TO: STEPHEN PAPAGIANAKIS �� IA MOTES, 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM • I 2. FLOOD ZONE FLOOD INSURANCE RATE MAP TAKEN FROM: G t 36103000/6 G ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE x*: AREAS OF 500-YEAR FLOOD;AREAS OF 100-YEAR FLOOD WrrH AVENGE c Y r l DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN w 1 90UARE MILE; AND ARMS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. ao- 3. ZONING USE DISTRICT R-40. ,RQNC Eby 4. S.C.D.H.S. REFERENCE No. R10-00-0056 e - 1 g A RlSlRPlD \ I DRAfN/C!LSlAflM ��c1 go MON.Ob'S.a.4'W, I GI •WITH THE IARYUN Go n I AADOPTED 3.- STA v phi LOT /5 co13 g xl� 1r $ 104 \ : 4 6 J��F y� O RBSlRIdD �\ SICN ,�Q ppII M I DRAfNICd dA3lYdA/T ;VT).-f!" so CaNNc cAT.v. N.Y.S. Uc. No. 49668 110N AINCtx)N BOx UNAUTHORIZED ALTERATION OR ADDITION 9ET COIL. SRAM SECTION 7209 OF THE NETO THIS SURVEY IS A VOYO K STATE OF N 88'57'40" �i 179.40 �N. � Joseph A ingegno I COPES of nas SURVEY MAP NOT BEARING ' "�°E C aR Land Surveyor TOE A SEAL UE NOT BE CONSIDERED 1b BE A VALID TRUE COPY. I LOT 14 CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY rS PREPARED. AND ON HIS BEHALF TO THE TRIE COMPANY, OOVEAI1A1EI" AI(bRCv ANA Title Surveys - Subdivisions - Site Plans - COnetruction Layout LFNONG YRSTTTtlT10N.o HEREON. AND nroHN. TIONS Hiro�TRiNSFEERAeIE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT M16A WG ADDRESS AND/oft EASEMENTS OF RECORD. IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1380 Roanoke Avenue P.O. Box 1931 Riverhead, New York 11901 Rlverfieod. New York 11901-0065 i� n SURVEY OF LOT 15 LANDS END ROAD MAP OF LATHAM LANDS END AS/lMLT PIwpENr S 88'57'40" E LANE FILE No. 5909 FILED MAY 3, 1973 a' R=30.00' SITUATE L=47.12 ORIENT POINT TOWNOUNTYOU O SUFFOLK COUNTY,, N W YORK COW. ' S.C. TAX No. 1000-- 15-9- 1 . 15 �wnp�Nir DIPARtMEia Cr HEAi-N SERI-s SCALE 1 "= 40' A/ „(fit JGTED WORKS MR FEBRUARY 11 , 2000 / ��y► A MARCH 29, 2000 REVISED PLOT PLAN h � ��6 ` 1�(� 00 (`�S�v SEPTEMBER 12, 2002 FOUNDATION LOCATION N°3 '""'�' "" MAY 17, 2004 FINAL SURVEY 4+ vow tAal m r Iacn r+ N"*k�` 1040 zee -"d*Xw���►avow �ww .has aRf1ewd 0 AREA = 47,384 sq. ft. � F1.088 ac. 0 I R A K(IW1.�' E'S 41 0 +,'!,AA-J, s"`/ O1 STEPHEN PAPAGIANAKIS �/I�'Vue'.''..',..".11+ ul,,l",tt�a4.'1'.Lf'!t CERTIFIED T0: w, Lp 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD, INSURANCE RATE MAP No.'s 36105COO86 G & 36103COOSS G •i * ~fid Mh G44T) D1i1VFjKgy w ZONE AE: RISE FLOOD ELEVATIONS DETERMINED / - ZONE X*: AREAS OF 500-YEAR FLOM. AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 7* ��(/? S} ��• a 1 SQUARE MILE: AM AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. a0*y �°s ---50.3__ _- 3. ZONING USE DISTRICT R-40. 4. S.C.D.H.S. REFERENCE No. R70-0o-0056 A �J' PREPARED IN ACCORDANCE WITH THE MINIMUM 144� / .N •o 3.0. �—+ ST FORTITLE SURVEYS AS ESTABLISHED BY LIALS. AND APPROVED AND ADOPTED N FOR USE EY THE NEW YORK STATE LAND RRSMFWD \`� Z. �• ASSOCIATION. U� :+ C- DRUN/GB 3ASitYdN7 J O MIX 0.5'5. 0.414 c_ 00 1 \ �^ CD pMj \ LOT 15 4'' 3 _ "i? CD '\ p N.Y.L'1Lic. 'No. 496C zl UNAUTHORIZED ALTERATION OR ADDITION 0 TO THIS SURVEY IS A VIOLATION OF NO PA#WJW ESECTION 7209 DUCATION w,°� THE NEV YORK STATE ose�h A. 9egrlo SIGN DR"AGB`"SXVffNT \ °1r COPIES OF THIS SURVEY MAP NOT BEARING z MINIM ME»;R�r THE LAND SURVEYOR'S INKED SEAL OR L td Surveyor IION ON POST EMBOSSED SEAL SHALL NOT BE CONSIDERED COW. - -- TO BE A VALID TRUE COPY. CATCH CERTIFICATIONS INDICATED HEREON SMALL RUN ODNCRAM N 88*57'40 M W 179.40' Mow. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BE 4ALF TO THE Title rveys - Subdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. ) ) LOT f 4 OFFICES LOCATED AT "LING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF RIVERHEAD, New York 11901 Rivertlegd, New York 11901- ANY, NOT SHOWN ARE NOT GUARANTEED. 20 11 j � =TTE . . �CO- III�RI�ICTI - -- - -- - : IN_G LIS- TNOFOUND ' TI N APLUMBING LE- NG- DRAW -- 7. ALL WORK'$L-1,ALL CpNi7PLY WITH:F,EDERAL, STATE, AND:L04`AL SUII•,QINQ CODES •1+.�- EXISTING PARTITION TO REMAIN. ;.�,h;. NEW 8" POURED GONGR,EiE FOUNDATION WALL WITH 7'e"X 70" DEEP �P PROVIDE,AI„L IyEGESSP.FIY PLUMBING ROUGHINCfiAND VENYIN.G•AS INDICATED A•Q FOUNDATION FLAN - i ; ,_i ANDQR .-'. - „ „ „ '�'-L^'s FOOTINGS. REFER TO DRAWING A.3 FOR HEIGHTS. pN CO LJC3IQN P, „(5)'. FOLI,OW.ALL NtT('`ESBARY N.`,C,C.AND N.Y.S, i �j ' .,OF'WLO 1T-FCNT CTC9RS ShF FURNISH TWE' ` _ , , �'p*m NIECESSARV DRAIN VAI:NES. A•2 � '�' �' 'FLQgf4 PL�4N BLIILDIN -CODRC4 THY� PLY TO wORIC BEMG COMPLETED. P140V. ALL A•1 `LFT 2. BEFQRE: MENCEMENY'„ R14° RA. ALL N ,2 X 4 WOOD STUD WALL WITH,1/2 GYP. BD. 4 POURED CONCRETE SLAB V'/ITFi 6X8 70/70 W.W,M- ON CLEAN - 9., N INTERIOR P,gRTITiQ P pp - (@ £WED/PAPE[) /{ ;IEC fifQTH-SIIJK3. WOKE. PROVIDE.Iv101$7'URE COMPACTED FILL; S G",OND F L R'I�Lp4N 'O!NWI}TFi A11=011ITEG7 WITH K,a'b,,,A OP,'ALLRFgUIREd IN3U {,tF:N .�'E, AI)Iq ( 'I9'K (DIF A N BW.) FQR'JALL BA7MROQNI WALLIOEILINGS& WbR1($R6,CQMPFfJ 'pfI'ION' RTiFI T'€S(tND N,�,pi1E5 OF ALL,$UB-COYJTRACTORS. BAgE1;pEly1•V(rgLLg,PR10V; CEMIENT WALL BD. FbR ALL TILE'AREAS. PFIOV. FLOOR DRAIN AND 30 GAL. SUMP. A•3 L1�L.CJ,IN�i' S. Cn'+TIO,N'PLA'N�� r 3:THE CQNTRFRTpp ¢MA11.)3E FIESPON¢ISL.E-FORALL DIMFiN, IONS ANq AA BUILDF1¢ L(rVA',FIONEi CONL° MON4I°SN'THEJOB THE'AI.RQETil'EdT N,dUST,(sENOTIFIE O�,ANY VARIA,1Ot15 � � ELECTRICAL LEG-END : A.a-1 BUILDIN "L`i� t=L�ATIONS O p� FROM TWE'.gIMENSIOW&'SHOWN ., n1► Ipp- E`zo� •� `" 4.THE CQNTRAQTQR;"L �9UPPLYA LABOR AND,MATERIAL EINTHE , T - - -- FLOOD Zoo Ar" 1 lJ U dggWINrSSWNLE"$51�{"f14EiRW1EI,E' 70 �' IU. sit " N.aT, _ NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND �'� �1 �" ' S. THE CONTRACTOR SbIALL,I E',RESPONB)pkE,FOF�ADE©LJA _ REGULATIONS OF TE:H N.Y:B.F.U.AND A CERTIFICATE FROM'THE N.Y.B.F.U. IS TO WI N D IO W L E G E N' D ©R - I E G�E N D comms"'CHAPTER"46` (0 z N ''i _ PROTEGTINa`!JdLL WORT,C�©I�RINQ„ 'rON$'F19L,14S'ME'al':I,'XtbA1,NS•i(L'MAMAgE,BREAKAGE, - 1 BASER ON$CIL BEARING CAPACITY, BE PRESENTED TO THE bWIVEfi AT THE COMPLETION OF THE JOB. -- _ n L[,;.W.-A _ FLOOD DAMA(;E PREVENTION t RACING -- - --- ----- - ---- D'© KAGE, ITY, TWO TON PER SO INCH SUBJECT TO - EOLITHOLD• TOWN CODE. .Ili o0 COLLAPSE.'DISTdIRTIQI14i A W",ALLIGNMENT AL`CLJROING TO ALL APPLICABLE INSPECTIbN AND VERIFICATION. NOTE: THE OWNER SMALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE NOTE:: ALL WINDOWS TO BE ANDERSEN CLAD VINYL BASEMENT WINDOWS WITH N 7 CODES. , ' , NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE STANDARD ANDERSEN HARDWARE. COLOR TO BE WHITE, WITH SCREENS. © EXISTING DOOR TO REMAIN. .a _ 2.AL,(,FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL. NO FOOTING SMALL ELECTRICAL CONTRACTOR.S. THEE PIC OFATHIS© ' ' pPyA•SFOµALC'4?ER,MITS, E ,gNLL tNrrITATE RELATED TO RED - STEPEFOOCTNGS AIRE TO H VE A 30 0 GREEWER THAN A 30 EMAXIMUM FROM ANY OTHER FOOTING. NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR A 2817 BASEMENT WINDOW (W/SCREEN) EXTERIOR DOOR-3'O"X S!S"-VINYL GLAD METAL INSULATED DOOR WOR . 71 A CONTIT C•qQ. Q U c w -INSPECTIONS,OF ALL WORK C3MFiLETEd'UNDER THIS CONTRf CT U.O.N. , U.O.N. DOWNUGHT TRIMS TO BE WHITE. O W/RAISED PANELING &GLASS PANEL. 7. THE CONTRACT1GFI SHALL AT,ALL TIMES KEEP THE PREMIS OLEAN,AND,IS 3. ANCHOR BOLTSPAOIN TO 4'AT LEAST TE IN DIAMETER AND 10" IN LENGTH WITH A MNOMIJM'SPAOING OF 4'-0" ON CENTER. DUPLEX ELECTRICAL RECEPTACLE II \ �r ��.+y36C 4.Aa ✓awn Car/<s as vsu.�1ro , „�N„ I RESPONSIBLE-FOR'REMOVAL OK ALL:RUBBISH FOR ALL TRADES FROM THE JOS SITE. QvO�°' JLa•7�y 4. ALL,CONCRETE TO BE 7:2:3 MIX; 2500 LB. CAPACITY UNLESS OTHERWISE NOTED SSC DUPLEX SEPARATE CIRCUIT RECEPTACLE ` � �a.n�c,.: (a•v ��^� "4A E-4 8, ANY" S" FOR ALL OS LFrGITIMASE UNFOR$EEN CONDITIONS SMALL BE ORLSPECIFIED'. / 5 "DOCUMENT WITH THE GQ +I'QF ,PPROVAL'BY OWNER OR HIS AGENT PRIOR TO 'i- STARTING ADDITIONAL W( RIiC� L 3 ['�' ro e Na r.•n c as r-com.v<p ..7 , 5, IF CONCRETE BLOCK"FOUNDATIONS ARE TO BE USED, THE BLOCK SHALL BE , $ WALL SWITCH $ 3-WAY WALL SWITCH ASTM-14Tp WITH FULL MORTAR JOINTS. CORNERSARE TO HAVE CORES FILLED 8OLID } /LQc,�a•^• oro .s 5�1 Lx'. as Cr�WJargn. e i 9. DOUBLE JOISTS'ARE TO Bit N q UNDER ALL WALL PARTITIONS RUNNING WITH RVINFORCEMENT:CORES WITH ANCHOR BOLTS ARE TO BE FILLED TWO �Je CEILING MOUNTED JUNCTION BOX ✓ � I rUTC•1Jj„°' W1. PARALLEL TO THEPF{AMIN4 PROVID DOUSI:E I:IEP,DSR JOI SAT ALL OPENINGS. COURSES DOWN. SEE NATE 3ABOVE. 'i,�N••�•^" Or" r< /� Juld REFER TO'CONSTRIJCTION DRAWINGS FOR$I S. - / 0 e. PROVIDE 0.025"ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL rl Caa^s �c •+CK �xcr`� '�'S�"` �"� 10, ALL FRAMING LUMBER TO BE`DOUGCA¢'F FI Y'2,CONST. GRADE OR BETTER. PERIMETER SILLS. hep SMOKE DETECTED TO EN MONOXIDE DETECTOR: �c•J TO BE HARDWIRED TO CENTRAL LOCATION. ("E 9 PIc Ja�ii'n ns JeyW E Iago 11.THE CONTRACTORS PROVIDE BHQP QIlW QS FOR ALL SPECIAL WORK 7. ALL WOOD IN,CONTACT WITH CONCRETE OR MASONRY TO BEWOLMANIZED OR r SUCH AS AUT NOT LI�11TO ,N114.LWC1}LRK-;fPKt�R SYSTEM$AND STEEL WORK. - PRESSURE TREATED. ALL SHOP„-CIRA,"NOSdNLED THE APPROVAL bh`" E'ARCHITECT BEFORE 5g'-g„ LINE OF DECK ABOVE. PROVIDE W X 6" CCA P OF [4ftRAGTOR SWAI.L P1lRNISH A"J-1.LABQR.4ND,MA 4 H,�"SONOTS ON OUBES" • ' �L N NOT , r - -- - - - - - , PROV.THSI SIDE zzi D E P�I� 'L I-I"IONALL AREAS) APPROVED AS NOTED I ' ' CO PL&C7QE THE DEMO MATERIALA8 NTH TO - 1 _gn I' - -- �- - CCA POST. (TYP.ALL AREAS) DATE: /�L L B.P. # W - - -- BOTH SIDE OF 4°X a" JlTION AAIB REMOVAL OF AL4 ITEra15'AS INOICFITEDOIiI THE 2. THE OQNa'RA OR ALL P.',XEC NOTIFY BUILDING g DEMO (S). 714E BUIL4hiN'Fh.AEsl (s). t`'H'i UTE THE Wf?RK WITHIN THE�REGI)LA710NS OF � � - _p1 � UNE OF DECK A - OR THE - q;, ;-ItQR L^I7tO�IFAN0:FF�4,P,�M�{fAI.OF DES'RI$INOWIDINQ - _ - T2" FOLLOWING I INSPECTIONS:DEPARTMENT AT Te FI�O'F'DISIFi1 ,I. G E kK tNARRY FRECAUT1Ot±1'SMA11 SF TAKEN A9 -_ . 7 REQUIRED ROVE. M1y��fE 6 0 Zi O F �, �L ICJI MEOMANIOAL, At4O hWM�f[NQ. - a FOUNDATION TWO REQ I('�I /QI rIry✓ - - �' FOR POURED CONCRETE LLJ 9. THE C(DNTRAOTCSR SF•IALL FIEMQV9 AIL W}�.F,,L S�QNOUR'S LEFT AFTER I-hI / } CE THE CON PiAbT DISTURBED SHRuLtz$E'RE-.gIROURI4D. ` f gl-all - 3. ROUGH - FRAMING & PLUMBING Q II 3. INSULATION ' ' ' " > 12 6-2" 4, FINAL - CONSTRUCTION MUST ,T 1 _ _ _ -2" BE COMPLETE FOR CO. ^ (J•( 011 �' s 72 107 ° �/J �/�,• �qr�s ✓, � - r - \ RO '6" X1'8'XTD. / THE REQUIREMENTS OF THE NY. " I DEMOLITION VI_OL_ITI �4 .. NO-- _ - „- W {p ALL STATE CONSTRUCTION I SHALL MEET LIJ n ? C P CONIC. FTG. (TYP) �-"• . - � ' \ 'O' CODES. NOT RRESP NlSIBLE GY 1 EX14TINGPARTTI'ION 3{IiSE R1xMOVED // `// \\\ �,, \ ' �L U DESIGN OR CONSTRUCTION ERh, L.i. r^ ¢0$1TN��PARTITK7N TO REMAIN, MICRO AM LVL 11 7181, \' b ,_ „ II II IS,'-�„8 20'_8„ UNDERWRITERSIR CERTIFICATE I I 42 5 I n \ - ' N�NINWALh� -- _- _ - - -- - T - LL - - - - - - - - -- _ - - - -- - - -- - - - -- - - - - - OCCUPANCY OR Q- _ y = _ g,_8, • .r " : . I \\ / - J - - - - - - - -- - - - - - - - - - - - - - - - - --- - -- - - ,�-AKF - - -- - -- - - - - - ,��- - - -- - - - - - --� I g i : USE IS UNLAWFUL � 1s-g I • , CRAMlL _ - _ _ - II < PROV. ZWAY FLOOD L 3 I - WITHOUT CERTIFICA E K r FLOW VALVE (7y P,) -- \ X 11 7/8" LVL y rq (10^X 1z" LOUVER OF OCCUPANCY \'' \ ` ,• / (FL H ABOVE) 0 W J WJ SCREEN). .LL4J n n - - _ _ - _ 'tom n' I O Imo _ - _ J I ' I O '' i ) 1 \ \ / PRov.3 1/�•�aTR1,J ¢ ¢ x o y 1 ' '1 PROVIDE ANTI-SCALD AND/O _Z na1.11N WALL J L 4'I P. CONC. SLAB ON COMP. PRQV. 2 WAY FLOOD '„ \\ - J ' S-O" CH: a (7 Q FILL WITH W.W.M.6 X 6 REPINE. "O O I 8" P. CONC,.�,�OUNDATION 13-$" THERMAL SHOCK PREVENTIN 0 O FLOW VALVE (T rPJ g \ �'� _\ ° a _ - - 1 �m w�7 . ' FnnWi©1 iia nll) I DEVICES AS TO PART. 902.6(K a (70"X 12' LOWER , _ _ - - - - 9 LT;�'P. ALL BASEMENT AREA) Z g/a B O I PROV. w.w. l N WALL N.Y. STATE BUILDING CODE. W/SCREEN). :, ,400668,N , " �B 7 Z `N - Je R �JB I 'ry'' I I pRAWL',., AbE o 3 S 6' -a \ : I 6 .. I Da ¢ / \ I � I FLUSH 31/2"X 11 Tia" H / I DO NOT PROCEED WITH Z l wucROLAL LVL=p11RO6w ! q' INA. STRUCT. STL, COL PROV. z x r•x 1' q', FL . 31/2•xH 1 7/8" I FRAMING UNTIL SURVEY W ''..I (TYP.'ALL 8A BURIED IN FOOTING. ^- - ' P. CONIC, FKG. (TYPJ MI OLAM L GIRDER I LL I a" P. CONI:BL�B ON COMP. OF FOUNDATION LOCATION O (TYPICAL ALL AREAS) 1 All A EAS) " FkLL WITH W.W.�1.8 X B,REINF GARAGE SLAB AFF I I TYP. ALL SASE�AENT AREA) r (AFIOVE) I HAS BEEN APPROVED. z d - - - ( ,-:71- "I F - -I [T '..'1 - '� - (*_ 7 I- T I' '• j \ " I p I - _ - I I I ,' I PROVIDE SMOKE-DETECTING w Ir n a" DIA. STRUCT. BTL. I `.• - - _ - - - I ALARM DEVICES III = RIND IN FbotfN / I g _ DOUBLE BOX SEAM AS \ II (TYPAS To PART. 721.1 ICAL ALL A �F Js �sD i I - - - - - - - i N.Y.S BUILDING CODE. _.- I HEADER OV R 006. (TYPJ y \ " ) ' ao _ __ E / PROV. 2'X 2'X 1' D. III PR',OV. 18 P CONC•PAD. . • I I n P. CONIC. FTG. (TDP.) U - m 3749 X 5' 10' X 18 HIGH _ I 4 PIA,STRUCT. STL. COL 1 2 _g" I _ III D Ja / CO . SONO FILL BURIED IN FORTING. I PROVIDE % HR. FIRE I to I (TYPICAL ALL AREAS) III eo GAL BUFF , TO E" I I J. I RATED SEPARATION TO I -C� HOT WATER ST R. ANK. I i PROV. z'x2' xrD. T (') 't1O I �Je III j / 3e" P. CONIC. SLAB 1 P. CONIC, FTG. (TYP.) I ; I PART. 717,. o S b - J •( I 1 18_0„ p e v,rl ¢ LL //� III PF 4 ZONE HYDRONIC FAN COI : ¢ ¢ F I 4"P. CONIC. SLAB ON COMP, UNIT HEATING SYSTEM W/BOILER, ( aoaeR I s 0 0 0 II--FILL WITH W.W:M.S X e REINF. I 'T I a q (SIZE BOILER A5 REQUIRED.) PROV 1 . - LL I✓- IJ (TYP. ALL BASEMENT AREA) 80 L. "SUPERSTOR"HOT WATER I r • , "; Z Z O O 11 -5' III _ TAN PROV. 4 CONDENSOR UNITS _ 2' 0" If copper tubing is used W III O O I _ 8" CONC, FOUNDATION 1 ® III -Ol}751DE FOR COOLING SYSTEM.- - ;' J J W LL W1 vw X 10" D. _ • „ RA PROV. HAUNCH SLAB r r - NbUtiOg U U m m F OTING (TYP. ALL) 1;( „ _ _ _ . _ @GARAGE OPENING. P, OV. W,W.M. IN WALL AFc. ` -PROV, a DIA, FLUE R s -. _ ( 1. 0 shall be 0 0 0 0 I I AY FLOOD I II UP JIII/ i NEW BOILER. sc �3,_ _9., BO ) B 0 Jl I1L /, K '31/4'\11 Ila• 5'-°" C.H, I 1 '` tem;pipi yy ''' �'' II- QQ MM HH I A _ FWWVALVE - J I iea"x11718• e� ,� _eSKo Lonly (70"X 12"LOU 7 7C/ZO &f0 MI ROLLAM HeAO I A yViV\ • w/sc/R�EEM. /a� psz - II Agt'vE III naow -1I� --_ -- -- 'T - -.•_ -IL - - - - O_AFF.- - - - - - - - - - J I --. NG - - - n- - - - - - PL INC ASTE O m m IN - ^ • • & ATER LINE NEED _ - T _-_ __ .,_, .- -_-- -_- -- -- - - - �,_,.� - --- - -- - ..- -. _ - - - - -- - - .� -- - - - - - I i TFSTIN Ef0 COVERING N 3 21 31 , 9,_a,l - - - - - - - -- - - - - - 2�-5" FILE NO.: a - "• PROVIDE OPENINGS FOR PAP OCP CUR - -- -- -- - - - - - - - -- - - - - - EMERGENCY ESCAPE AS 7-18-01 FpunloA loN CONTRACTOR ro � ,� - REQUIRED BY PART, 714 OF P19Gv. LI�,1;)Iq DAMP-PROOF _ - FM'oU .R %AR(CTYp O,E��1 s) L _ _ _ _ _ J 81_OI PLUMBER CERTIFICATION N.Y. STATE BUILDING CODE. 1/4"=1 'O" 24 O ON LEAD CONTENT BEFORE L - - - - - -J CERTIfIC F OCCUPANCY DWG. NAME - L USED IN WATER SUPPLY SYSTEM CANNOT FOUNDATION sa-a' EXCEED 2/10 OF I%LEAD. PLAN 14a DWG. NO.: FOUNDATION PLAN A. O .q P' BBQ I ea _ : INSULATION NOTES : ELECTRICAL LEGEND :JTES: CONSTRUCTION LEGEND : 1. ALL WORK SHALL LY WITH PEDERA COMPL, STATE, AND LOCAL,BUILOING CODES ., . EXISTING EXTERIOR PARTITION TO REMAIN, PROV: 1/2" GYP. BD. & R-15 HIGH EXISTINQ EXTERIOR WALLS: 2"X4"WOOD STUD. R-15 HIGH DENSITY INSULATION _ NOTE: ALL INTERIOR CABIN TO BE STANDARD COLONIAL CASING CLEAR PINE NOTE: ALL ELECTRICAL WORK T6 BE IN ACCORDANCE WITH THE RULES AND AND ORDINANCES. DENSITY INSULATION TO ALL EXISTING EXTERIOR WALLS. BY, OR APPROVAL EQUAL G REGULATIONS OF THE N.Y.B.F.U. ANDA CERTIFICATE'FROM THE N.Y.B'.F.U. IS TO UNLESS OTHERWISE NOTED. PROV. SCREEN DOOR UNITS FOR ALL EXT. DOORS. I ' NEW EXTERIOR WAL,1,44: 2'0Cq" WOOD STUD R-19 FOIL FA. HIGH DENSITY INSULATION BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. 2. BEFORECOMMENCEMENT,OF 1y(VVgRK,,THE CONTRACTORS SHALL FURNISH THE ^ EXISTINI3 INTERIOR PARTITIQN TO REMAIN. PROV. 1 LgYER 1/2" GYP. BD. By 101 AINTEED' OAA APPROVED EQUAL. v1 _ OWNER AND ARCMITTEEGT WITH CCiPIE$OF ALL'REQUlR D INSURANCE AND INTERIOR CL68ET DOOR- 114"X 8'8" SOLID PINE DOOR WITH RAISED PANELING. PROV, NOTE: THE OWNER SHALL;PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE FSI L� WORKER'S G ARCHI, CT CERTIFICATES LL' N UIFI D II ALL SUBCONTRACTORS. BOTH SIDES OF EXISTING WOOD STUDS. CUR. PINE 4"COLONIAL BASE TRIM. NEW ROOF: R-30 KRAFT-FA. INSULATION BY'CERTAINTEEO OR APPROVED EQ. tO z 30LIp BRASS HINGES &SCHLAGE HARDWARE. NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAIL. TO BE SUPPLIED BY THE 'O CRAWL SPACE: R-79 KRAFT-FA. INSULATION WITH PROPER WIRE TIES ELECTRICAL CONTRACTOR. NENPEXTERIOR PARTITION-.S" X W WOOD STUD WALL W/ 1/2" CDX PLYWD. INSTALLED AS PER N.Y.S. BUILDING CODE, INTERIOR CLOSET DOOR- 2'4" X III SOLID PINE DOOR WITH RAISED PANELING. PROV. 3,THE CONTRACTORS SHALL.9L? R SPON✓'o1BLE FOR ALL DIME N CONDITIONS ONTHE JOB.-THE AR HITECT MUST BE NOTIFIED OFOA Y AND gCTE1RIOR SHEATHING (TVVEK WRAPPED &TAPED), 6" EXPOSURE PERF. Wp. NEW BASEMENT: R-10 RIGID FOAM 2'0" BELOW GRADE AROUND ENTIRE O SOLID BRASS HINGES &SOHLAGE HARDWARE NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR '7a h - SWINGL'.ES (PROV. 1 COAT BL EACHING OIL), 1/2"GYP. BD,(SCREWED/FAPED7 O N rn u FROM THE DIMENSIONS SHOWN CLP.PINE 4-COLONIAL BASE TRIM,'& R-191,FOIL FACE INSUL. (HIGH DENSITY). BASEMENT PERIMITER. INTERIOR DOOR- 2'4"X 6'8"SOLID PINE DOORS WITH RAISED PANELING. O.N.O,, DOWNLIGHT TRIMS TO BE WHITE. F . 4:THE CONTRACTOR SHALL$UPPLV;A(1 LABOR AND MATERIAL SHOWN ON THE BASEMENT CEILING: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES O PROV. SOLID BRASS HINGES &SCHLAGE HARDWARE. -I -�m NEW INTERIOR PARTITION-2"X 4"WOOD STUD WALL WITH 1/2",GYP. BD. INSTALLED AS PER N.Y.S. BUILDING CODE. DUPLEX ELECTRICAL RECEPTACLE O DRAWINGS UNLESS OTHERWISE NOTED. yyyy (SGREWED/TAPED)'APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE 4 INTERIOR CLOSET DOOR- PAIR-2'8" X 8'e" SOLID PINE DOOR WITH RAISED PANELING. � U N RESIST GYP. BD. (GREEN 9DJ FOR ALL BATHROOM WALL AND CEILINGS. O PROV. SOLID BRASS HINGES &SCHI AGE HARDWARE. maF1 DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT _ 6:THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQLJAT Z BRACING AND PROV.CEMENT WALL SD. FOR ALL TILE AREAS. O O z PROTECTING ALL WORK'CURING,CONSTRUCTION AGAdNS71 DAMAGE, BREAKAGE, /� R O INTERIOR DOOR-2'8"X 8'8" SOLID PINE DOOR WITH RAISED PANELING. PROV. HBc DUPLEX SEPARATE CIRCUIT RECEPTACLE -, COLLAPSE, DiS;TORTION, AND MISALIGNMENT ACCORDINGG TO ALL APPLICA$LE U.O.N. ALL TRIM 9 O BE "BENJAMIN MOORS" U.O.N. ONE COAT PRIMER AND L 1 V"I.✓ I N - LEO-E N-D . INTERIOR DOORS 3'O"X 6'S'SOLID PINEDOORSWITH RAISED PANELING. - INTERIOR PAINT-TSOLID BRASS CODES. TWO COATS FINISH (COLORS T.B.D. BY OWNER SATIN FIN. THROUGHOUT $ WALL SWITCH MI-GLOSS. -- 6 8, THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO O PROV. SOLID BRASS HINGES & SOHLAGE HARDWARE. $a 3-WAV WALL SWITCH 10 THE WORK OF THISCONTRACT.W TRACO PLETRAGTORS SHALLYNITIATE ALL REQUIRED _ PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED EXTERIOR DOOR- &0" X 6'8"SOLID PINE DOOR WITH RAISED PANELING. PROV. $ r iTI9PECT10NB OF ALL WORD COMPLETED UNDER THIS CONTRACT. �P ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N.Y.C. AND N.Y.S. Q SOLID BRASS HINGES&SCHLAGE HARDWARE. a 4-WAY WALL SWITCH ( J {y 7. THE CONTRACT6R SHALLAT ALL TIMES KEEP THE PREMISES CLEAN AND IS BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL \�II�// p4 0 JB CEILING MOUNTED JUNCTION BOX RESPONSIBLE`F6R REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. NECESSARY DRAIN VALVES. 8 EXTERIOR DOORS- HI X E INSWING PATIO DOOR WITH RAISED PANELING, - O PROV. SOLID BRASS HINGES & SCHLAGE HARDWARE. (CUIFD8080) 8, ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE •F PROV. FLOOR DRAIN AND 10. GAL. SUMP. 0 WALL MOUNTED JUNCTION BOX E O EXTERIOR DOOR-9'0'X &W CLAD GLIDING F,W. DOOR. PROV. SOLID BRASS B DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO 9 HINGES &SCHLAGE HARDWARE. ( CSFD9080- OXO L) h w STARTING ADDITIONAL WORK. � RECESSED DOWNLIOHT (1 OOw LIGHTOILER" OR APPROVED EQUAL uu pP�� SHB PROVIDE FROST FREE HOSE BIBS. INTERIOR DOOR-PAIR-2'O" X&W SOLID PINE DOORS WITH RAISED PANELING. 1"x'1 d 1 +E EXTERIOR MOUNTED DOWNLIGHT (10OW) P. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING ® PROV SOLID BRASS HINGES 8 SCHLAGE HARDWARE. PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. 40S SHOWER HEAD -lr�I' REFER TO CONSTRUCT DRAWINGS FOR SIZES. WINDOW ^, `^, ^JB WALL MOUNTED DUAL SPOT LIGHT - 10 ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. V V I N DSO Y V LEGEND : NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST - _" - - " " '- - --'- '-- - -- - --- -- 4EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "GROAN" HEAVY DUTY UNIT 11.TME CONTRACTOR.SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK NOTE' ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE OR APP, EQUAL. SUCH AS BUT NOT LIMITED T;Or MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. UNLESS OTHERWISE NOTED. ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE 10F EXT. MOUNTED LIGHT WITH FAN PROCEEDING. NOTE' ALL WINDOWS TO BE MARVIN INTEGRITY WITH STANDARD MARVIN HARDWARE AND FULL DIVIDED UTES. ALLOW FOR EXTENSION JAMBS FOR A OSO SMOKE DETECTOR/CARBON MONOXIDE DETECTOR TO BE 2" X B"WD. 9TUDWALL. COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. HARD WIRED TO CENTRAL CONTROL BOX DT NEW TELEPHONE RECEPTACLE AO 2'8"X 2'6" BO IDH 3040 © IDH $052 - - - c>c CABLE TV RECEPTACLE FLOORING LO.O_ _ RING LEGEND : o IDH 3062-2 O IDH 3080-2 O IDH 3060 O IDH 3052-3 OH IDH 3080.3 Oj IDH 3036-3 DV VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) HARDWOOD FLOORING-SELECT WHITE OAK 21/4"W., 15LB. FELT., , w ® (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. U SUB-FLOOR-USE3/4"THICK PLYWOOD GLUED AND NAILED. DECK Y SUB FOR TILE AREAS TO BE SCREWED AND GLUED. ma•x 5x-a -- _.__--___ . RF POLY. (/YP. ALLAREAE} PATCH ALL AREAS AS RECOPIED), - - - - - - - - - --- - - - -- --- - - - - --- - � 0 LL AND'FLOORO - - _ - _-_ - -- EXISTING WOOD FLOOR A BE SANDED REFINISHED W/2 COATS SATIN - - - - - -- - - - - - - - - -- - --- - - Q CERA ICAN 0I BE ® OVER PR CEMENT AD BOARD U.C.N.EDWALE OR APP. EQ. TILE UT TO HAVE LSD � - - - - - n� �/� I W OD WATERPROOF ADDITIVE MIXED IN. E ' ____-- -"-_ -_'- - _-__ --_ - -. - -- _ __ - - - _- - _ - -_ _. - - - - - _ _ W46» Lu _ COOMPLY WITH CHAPTER I ' I Z FLOOD DAME EATHTION XING E' 4 --- FAMILY-ROOM OUTHOLD' TOWN601 -2- T 3/4 X117/6" -- - _- " -- - - _- - - -- - - - - - - - - X \ "J - -_ �.ADER ABOVE:- - - - - - LABOVE- - __ - n O 1 I Y I -AFI - --- _--- — - - JB ( _LIP ) --_ - - - - _- - /'-� dAL _ it �� / - _ ___ - -_._ __ . __ -_ - __ - -"•�. _ - - -F aF1 _ _ _- - - _ _ _ €. - - - _ _ _ -__- - C _ _- 15 -6 p = - _ / - -. _ _ - . - -- __ -_-_ - HFADER_ABOVE -v d / QR T 6 y 3 / 11 7 6"L - \ / III O I (TTP-ALL) - _- _C ' ^ III TO V 3 TOP OF FOUNDATION COL ® \ 1 14 I L O _ i�70 O>0/ _ 1 3/4X t1 7/6" PARALON BEAM \ J0 % a III TO O r ABOVE) ` / \ - ,I n n FLUSH CONDITION - - - % TOI PR02501 3/4 X 11 7/B• , VL I II \ III \ _ ti III I® 1a"o.c, frvP.l E I �'' - - - ' I- - -�- �- m III i Z ..- � . �� x - -y I, X -- � ; .- - -- - -- ro - \ 010 a I <� L � � • � I � � I \ GARAGE , • ' I / .m I III IRO '0 O \ X^ '� = c -�_ � '� _ _ - - = Ea ' za•-mx3a•-o• 0 ' Q. : UP X11 f[� LI Q� \ I - - - ' "�--_-` \ 31N'Xta"(FLWSH) , MICRO tLJ_AM BEAM G LL CC n Ill O - - O� MIORI LVL _ _ \ 1 - PROV. 312• UB �l W A �® \\ I JI //� 3 II J" rn a / / FROM 1/0 STRU -- H \ . \\ I �i II - -/-/NF1- TPI PRO 2250 t 3/ZE� I X 1; Ire" 1 \ - - - - COLLI N IN WALL CT. KITCHEN:-- - BC - - -- 1 PROV 312aSTRUCT.II PROV.31 P R3� STRUCT bQ / H COLUMN WALL Z 38-8' 21Br // OO PROVJMN.. /2 1/ / I2 _ / ��I \\ � sD OLUMN IN'NALL III OL`U'MN M•WALL AMB ROLLA<A HEADER III PROV OOLUMN I WALLCT I � 1/4'- - /S,II� 19 1/4'_ �� =(III - � ' II %aPg //gg— 3 a II 9 _dv� '�ABO EL1AMtHFJ�pfiR III M CRtl4 M SEAM. sE MI�gOl1AMHEADER I l MICROLLAMHEADEP� P , - I-- --� V 'III _ .- �s 14•X t t — _ �I /I (3 va';X 11 7/3"_ — v 11I I U ABovE s'rr.o III ABOVE a0^T. c 0 \ I II – 41 - - _ �r 1 32-O" 41B q UP — - � TOI PRO 211P 131 tl 7/D1 TGIPRO250 4"X 1t Ire^ 1I TOI PESO 2W 13/4"X 11 )/11' III RR® &\O.c. to - III RR®1B•OC RVPI 1 III f �I j L3_p,1 0 1 U. c . Bc ° B A 1 II: III I n I I n 1 312•XIB5 FLUSH MICROLLAM LVL HDR. z 2 \\ x _ 1 XU ` GARAGE DOOR Q BI x^ _ J" >tpJe Q ¢ 0 bT T I ` 1 A I % 1 o L vvll –�I- y 0 0 0 d D 1u�1 �� – cl BEAMNaoNMIORdL9M/ � z z z r\ 31/4'X14' (FLUSH) — U W W Q MICROLLAM LVL. tillB a c III II r ,�( III III D D D D OPEN TT�YI�OV F \I II / j - XIII Ili 7 7 7 III III•\ III I I I I �� III Ill I n ^ � � y � N � 3 \ ( LJl N _ – TO[PRO e 0 aro•M ) Ire• '° III -Tal PRO PF"t a/a•M.) Ire" _.._._.__..__. cJ c�19"o C. 0^7PJ cJ®t 5•o.c. OYP j 1 � UP H a III D o o -- - - - -- -- ._ - -a III DINING-ROOM/ - - - LIVIING R_O _ Q D FILE NAME +s-a'x 13•.o• - PAP_i CP_CUR 81_01. 241 1/4"=1.01. DWG. NAME: 50'-0" 82'_0" " 00111 I1ua FIRST FLOOR 6y6� PLAN FIRST FLOOR PLAN DWG. NO - -- (1 ,875 SO. FT.) - A � P6E�{04 A. 1 GENERAL NOTES : CONSTRUCTION LEGEND : INSULATION NOTES : DOOR LEGEND : ELECTRICAL LEGEND : V1 U 1 ALL WORK SHAD.COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES EXISTING EXTERIOR PARTITION TO REMAIN. PROV. 1/2" GYP. BD. & R-15 HIGH EXISTING EXTERIOR WALLS. 2"X4"WOOD STUD. R-15 HIGH DENSITY INSULATION NOTE. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND NOTE: ALL INTERIOR CASINO TO BE STANDARD COLONIAL CASING CLEAR PINE ~j AND ORDINANCES. DENSITY INSULATION TO ALL EXISTING EXTERIOR WALLS. 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 NEW EXTERIOR WALLS: 2"X8" WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. W h ER AIM R E 2, BEFORE COMMENCEMENT OF.WORK, THE CONTRACTORS SHALL FURNISH THE +� EXISTING INTERIOR PARTITION TO REMAIN. PROV. 1 LAYER 1/2"GYP. BD. BY G T EED' O APPROVED EQUAL.UAL. 1 INTERIOR.CLOSET DOOR- P4" X 6'B" SOLID PINE DOOR WITH RAISED PANELING, PROV NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE ~� ,Z I OWNER'AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND BOTH SIDES OF EXISTING WOOD STUDS. CUR. PINE 4"COLONIAL BASE TRIM NEW ROOF: R-30 KRAFT-FA. INSULATION BY'CERTAINTEED'OR APPROVED EQ. O SOLID BRASS HINGES & SCHLAGE HARDWARE. NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAIL TO BE SUPPLIED BY THE C1 WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. CRAWL SPACE: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES INTERIOR CLOSET DOOR-2'4" X e'e" SOLID PINE DOOR WITH RAISED PANELING. PROV. ELECTRICAL CONTRACTOR. U N 3. THE-CONTRACTORS SHALL,B6 REBPRN516UE FfOR.AI-U DIMENSIONS Np NEW EXTERIOR PARTITION-2"X 4" WOOD STUD WALL W/ 1/2"COX PLYWD. INSTALLED AS PER N.Y.S. BUILDING CODE. 2 a e3 CONDITIONS ON THE SOBA THE ARCHITECT MUST BE NOTIFIED SI ANY VARIATIONS EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), 8" EXPOSURE PERF. WO. NEW BASEMENT: R-1O RIGID FOAM 2'O" BELOW GRADE AROUND ENTIRE O SOLID BRASS HINGES &SCHLAGE HARDWARE. NOTE. ALL SWITCHES AND RECEPTACLES TO BE LLITRON, DECORA IN COLOR FROM THE DIMENSIONS SHOWN. SHINGLES (PROV. 1 COAT BLEACHING OIL), 1/2" GYP, BD.(SCREWEO/TAPED) O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. CLR. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL (HIGH DENSITY). BASEMENT PERIMITER. 3 INTERIOR DOOR-2'4"X 8'8"SOLID PINE DOORS WITH RAISED PANELING. BASEMENT CEILING: R-19 KRAF6FA. INSULATION WITH PROPER WIRE TIES O PROV. SOLID BRASS HINGES & SCHLAGE HARDWARE. 3q 4.THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE ,NEW INTERIOR PARTITION-2" X 4" WOOD STUD WALL WITH 1/2" CVP. BD. INSTALLED A$ PER N.Y.S. BUILDING CODE. m DUPLEX ELECTRICAL RECEPTACLE � U 6 DRAWINGS UNLESS,OTHERWISE NOTFFp. 7,�•', ($CREWED/TAPED)APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE 4 INTERIOR CLOSET DOOR- PAIR-2'e"X e'8" SOLID PINE DOOR WITH RAISED PANELING. Y' - i O PROV. SOLID BRASS HINGES & SCHLAGE HARDWARE. (b°FI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT 3 5. THE CONTRACTOR SHALL BE RESPONSIBLE'FORADEQUATELY BRACING AND pRQV.TCEMENTDWALEBD.EN F OR ALL TILE AREAS. OM WALL AND CEILINGS. C7 z ^ PROLAPSE, DISTORTION,DURING CONSTRUCTION NT ACCORDING NAGAINST DAMAGE,,BREAKAGE, INTERIOR DOOR- 2'8"X 6'8" SOLID PINE DOOR WITH RAISED PANELING. PROV CODES. NACTO ALL APPLICABLE INTERIOR PAINT-TO BE"BENJAMIN MOORE" U.O.N, ONE COAT PRIMER AND PLUMBING LE G E N_D__:_ O SOLID BRASS HINGES &SCHLAGE HARDWARE. msc DUPLEX SEPARATE CIRCUIT RECEPTACLE PROTECTING ALL WORK+DURING CONSTRUCTIO 8 ig I TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT -- IN'7ERIOR DOORS- 3'O"X 6'8" SOLID PINE DOORS WITH RAISED PANELING. $ WALL SWITCH ' 8. THE CONTRACTOR•SHALL PAY FOR AL PERMITS, FEES,AND COSTS RELATED TO U.O.N. ALL TRIM SEMI-GLOSS. PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS Ofi PROV, SOLID BRASS HINGES & SCHLAGE HARDWARE. $ - �--( W e THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED �p ON CONSTRUCTION PLANS). FOLLOW LL NECESSARY N.Y.C. AND N.Y.S INDICATED EXTERIOR DOOR-3'0" X 8'8' SOLID PINE DOOR WITH RAISED PANELING. PROV. a 3-WAV WALL SWITCH s SOLID BRASS HINGES A SCHLAGE HARDWARE. 4+ 4-WAY WALL SWITCH INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. , - NECESSARY CODER THAT APPLY TO WORK BEING COMPLETED, PROV. ALL O 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS NECESSARY DRAIN VALVES. �1V7: L' FLOORING LEGEND . EXTERIOR DOORS 8'O"X 6'8" INSWING PATIO DOOR WITH RAISED PANELING. �B CEILING MOUNTED JUNCTION BOX RESPONSIBLE FOR REMOVAL OF ALL RUSBISH FOR ALL TRADES FROM THE JOB SITE. *F PROV. FLOOR DRAIN AND 10. GAL. SUMP. O PROV, SOLID BRASS HINGES & SCHLAGE HARDWARE. (CUIFD60B0) la's WALL MOUNTED JUNCTION BOX N 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE EXTERIOR DOOR- 9'0" X 8'8" CLAD GLIDING F.W. DOOR. PROV. SOLID BRASS rn DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO ® HARDWOOD FLOORING-SELECT WHITE OAK 2 1/4"W., 15LB. FELT., 41HB PROVIDE FROST FREE HOSE BIBS, O9 HINGES & SCHLAGE HARDWARE. ( CSF09080 - OXO L) RECESSED DOWNLIGHT 100.) "LIGHTOILER" OR APPROVED EQUAL .+ STARTING ADDITIONAL WORK. (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. m m 8. ROUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED. *S SHOWER HEAD T1�e EXTERIOR MOUNTED DOWNLIGHT (10OW) PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS SUB FOR TILE AREAS TO BE SCREWED AND GLUED. WINDOW LEGEND : iKJs WALL MOUNTED DUAL SPOT LIGHT REFER TO CONSTRUCT DRAWINGS FOR SIZES. 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #t2 CONS.. GRADE OR BETTER. ® EXISTING WOOD FLOOR TO BE SANDED & REF/NISHED W/2 COATS SATIN NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST PER POLY. (TYP. ALL AREAS) PATCH ALL AREAS AS REQUIRED) UNLESS OTHERWISE NOTED. eF FAN/LIGHT WITH DUAL SWITCH AT WALL "BROAN" HEAVY DUTY UNIT III 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK OR APP. EQUAL SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. CERAMIC TILE- "AMERICAN GLEAN"TILE OR APP. EQ. TILE TO BE INSTALLED NOTE: ALL WINDOWS TO BE MARVIN INTEGRITY WITH STANDARD MARVIN M ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE OVER 1/2'CEMENT BOARD U.O.N. WALL AND FLOOR GROUTTO HAVE HARDWARE AND FULL DIVIDED UTES. ALLOW FOR EXTENSION JAMBS FOR A OF EXT. MOUNTED LIGHT WITH FAN PROCEEDING. - WATERPROOF ADDITIVE MIXED IN. 2" X 6" WD. STUDWALL. COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. iso SMOKE DETECTOR/CARBON MONOXIDE DETECTORTO BE HARD WIRED TO CENTRAL CONTROL BOX O 28" X 2'6" O IDH 3040 © IDH 3052 D, NEW TELEPHONE RECEPTACLE OD IDH 3052-2EO IDH 3060-2 O IDH 3060 p° CABLE TV RECEPTACLE © IDH 3052-3 OH IDH 3060-3 OI IDH 3036-3 D VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) W V Z � - - - - - - - - - -- -- - -- - � I - - - - - - _ - - �• DECK — - - - - - BEDROOM - _ — - MASTER - - LL _ _ OUTSIDE OWER \ -R G WS"LVL- - __ _ ((FLUSH ABOVE) - _ - ' IIII (FLUSH ABOVE) 31/2' X117/B"LVL re( 0 Iq 2 � F _ X X W ^ �TRAYCEILING. �'° Ill , li Ili z _ I� - cLu _ _ v Rc _- ___ I � PRO V,B' DIA \ ,` _ - - - a x \ I� _, m- -L - \\ L ¢' J o® - -_ _-_ _ - - - - l; IIII : l 0 COLUMN. P. ALL) X _ �- - - / I _ - ___ _- -_ - - _ - \ _ / I -_ _� _ - _ ! II I , lil I ' ll m AO I 0 0 I a3 / •• - -1 =-- - - - _ - -- --- - - - -- -- - II IIII IIII I,I O ' C 0' / ,�c ss snon�rnc/ ua o�rnc (FLUSH ABOVE)VL I 1 0,( a ` _ \ W m - — \ MM �- LL 0 0® _ / " ¢® ' a III- - iT / 2 ONT. RIDGES N O / � / 2 _ - -- _� ' ,• IIII Ill III III VIII Z � O ON Ir . O _' ��'- 7� p - 0 _ - � , IIII� III ' Il ll 111 I If ° 0 X x}G�p y 'r n _ _v . ice ---- _ _ ' II Ali z 1 n _ eaw� / O U �O _ __ _ _ _ _ _ ___-_ _ Gl x� - 1 _ - - - - _ 0 _ -f_ _— _-__ II _ __ .. _ _ _ _ _ __ _ II� � II � Q X ' u (� J® - \ - _ -- m $ - , IIII (IIII ' ° - - ON \ _ ¢ -____ - - - - - - -- K LL o 1 it - DECK D I ?o F---- \ - � @� o¢ - ;o LII III I- - ro ( - r a _ . -- _ - -- III 0 0 ¢ L D U _ o@f ' a I ' J) I III I I N�. � n 1 n F n f I I (] , - e ^o IYtiI Y � I ' o ___ ! .11 VIII III ' IIII, r- ._ - - - III I' , 111 i� lll 70 D ro 0 11 w ® AON ❑ ❑ D ❑ P• ' � La� -- �� -a I IIII - - _ _ -= , II Lu DD D _ _db w 0o ° - - - - - - - - ° - - �.� I �� llllll� l - - - - - _ _ - - - ' ,Illi N❑ a C .., - - - - - -- - - -_ -_ -_ - PROV. DOWN" PVC ROOFING DN. III - _ _ _ __ Iii III - •. - --- - ---- --- -- --- - ---- SLOPED TOWARDS FRONT. PROV. ALL BEDROOM - - - _ - - - - - _ _ - FILE NAME: BEDROOM/ -- - - - - +a-a^ NECESSARY FLASHING & DRIP CAPS. 13-W x 151-6. --- - - - - - - PAP_2CP-CUR - --_- 9-4-01 - -_ - - - -_ -- SCALE. -= = 1/4"=1 'O" DWG NAME SECOND SECOND FLOOR PLAN � � FPS" �� �s� 1 ,500 SO. FT. — — - — ams DWG. NO.: A. 2 i y I F� o 1./ u r' O _kj u LJ U ,`T _CONT. RIDGE VENT BY"COBRA" OR APP EQ. (TYP. ALL AREAS) i Lu DBL 13/4'X 11 7/3••MICROLLAM RIDGE BM. TGI PRO 26p, 3/4'•X " t 7/8 U CJ®18"O C. (TYP.) 2'X8`CT® 18••O.0 0 0 0 0 0 o u� L/ 0 0 0 UJ PVC. WELDED ROOF x ( Li SHIMS FOR 1/12" PITCH. ® co W I� MEMBRAIN. PROV. ATTIC SPACE �. (FLUSH ABOVE)VL 3 1/2 X 11 7/8 LVL FLOOD Z�i117- Ac� "46"n 2 X 2' OUR bEDAR SPINDLES. r (��1 2" X 6'1 (1/2k' RADIUS CLR, F"W. FORMED CL. i CEDAR) BOTTOM RAIL. CEDAR TOP RAIL. / 6" X 6"OUR. CEDAR TGI PRO 260 1 3/4"X 11 >/B" TGI PRO 264 134"X 11 >/B" COMPLY WITH CHAPTER 46 LL CONT FORMED \ P°STS' cJ@,a`o.c mPa c./®,e"o.c. (TYP) FLOOD DAMAGE PREVENTION � I FLUSH LIP SOUTHOLD' TOWN CODE ( 2'X 2" CLR.'CEDAR ' DECKING ON 2 " X 4" SLEEPERS 3 1/2' X 14•' PL)L PROV. 6"GUTTERS. MICROLLAM 6/4" X G"CMR. CEDAR TGI P 2 RQ 64 1 S/A'x 11 7/!" RIDGE BEAM. R.R.® ,e•o.o.(YVP.) PROVIDE 8" PINE FASCIA ASPHALT ROOF BD COVERED WITH WHITE a. SHINGLE - 40 YR, --, — — n GAF "TIMBERLINE" \ I I R-19 BATT INSULATION ((1 ALUM. COIL STOCK. 1i, _ _ __ \EX GYP, Bp. ON ALL Q 1 EXPOSED SURFACE✓\ /1 PROV. CONT. SCREENED __ flfl SOFFIT VENT WITH VINYL I 3 1!2' X I d' (PLY) _ -- - - (TYP. ALL AREAS) M1/2' X AM TGI PR 12r,0 ' " K 1 _3/4 CDX. PLY - - - _ COVERING. FJ fA 12"O.C: (TYP.) WOOD STUDS f :SHEATING. W/- 1/2" GY Q ALUM DRIP EDGE \� TGI PRO 250 1 3/4" X 11 7&' P. BD. (TYP 5/4"x 6"CLR CDR FRIEZE BD. (T1'P ALL) _�_� C.I Q 18" O.C. (TYP.) - - DECK x tn' ORT POnM BEaN uNOER -3O BATT INSULATION W� o DECK SUPPORT POSTS ONLY. -� TGI PRO zfi4 1 a/a'X 11 >/a° � (TYPICAL ALL AREABJ A a ��— RNP.) 3 ICR X-T8'r / R-t9 BATT INSULATION MICRO (TYPICAL ALL AREAS) © pi ® � '1 2 X 6' WOOD STUDS W/6/8" O w COX PLY. SHEATHING.'(TYP.) R-19 HIGH DENSITY Iy 2" X 6" WOOD STUDS W/ 1/2" FOIL FA. INSULATION U O COX PLY SHEATHING P.) —� PR'Dn 31/2^ 2' X 6" WOOD STUDS W/5/0" 2" X 4" WOOD STUDS -Bn1ucT COLUMN- COX PLY. SHEATHING. (TYP.) W/1/2"GYPZ . BD. (fYP) Li E y .> IvCRAW SPACE f 3 1/2" DIA. STRUCT. STEEL ' p' 2"X 6" CCA SILL PLATE 0 TGI PRD 2801 3/4"X 11 7/8" COL.,BURIED IN FTG. 5'-O"C.H. TGI'PRO 2r?O 1 3/4'X 11 7/8' C.H. - <" CJ @ 1e•O.C. OYP 7 4" DIA. STRUCT. STEEL (TYP. ALL AREAS ) C. SLAB ON 4" P. CONC. SLAB. _ (TYPICAL All AREAS) SCOL. BURIED IN FTG. @ te^O.a RYP 1 E CLEAN COMP. FIN, 10" ANCHOR BOLT � � � � � �� (TYPICAL ALL AREAS) I (TYP. ALL) ¢ cc 8 P. CONC FOUNDATION W POURED WALL W/1'8"X 10" D. CONCRETE ¢ Q~ (TVP ALL) FOUNDATION ¢ ¢ FOOTING 4ED " P. CONC. SLAB ON ID 11 CLEAN COMP. FIN. D D w G F D 2'0u X 2'O" X t 0" D. 2'O" X 2b"X 10" D. Z D P. CONC. FTGS.(TYP) P. CONC. FTGS.(TYP) U U In BUILDING SECTION yy Ji b 0 0 m m FILE NAME, PAP 3BS CUR 10-09-01 SCALE: i 1/4"=1 '0" DWG. NAME: o""VSE Y. dJBUILDING `yt SECTION C ®ae DWG, NO.: A. 'ro/ilBRIR1NA99,1"' - I � F I ccyy I F-1 z I V � I ,7 y N � r I I zSm� Sm W x IN u�--� Q N I• I PpOV. 40 YEAR"GAF"ASPHALT ' ROOF SHINGLE. (TYP. ALL AREAS) PROV. 40 YEAR "GAF' 12 -- - - e LYS 46n WI ASPHALT g' V.I.F _ tiOv,nTE►a Y OF SHINGLE. CrvP. ALL AREAS) — _ — - -- — - --- -- T'L1 T ( ) RQ - -- _ — - ---- r , COMPLY GEPREVENTION v 12UJ _- - - - . __ --- AM�,0 CO - , 12 V.1 F �0, . . - -- --- - ---- -- - - -- 12 ,-17L SO — — — — _ FLu0H01.G OE. O 10 � VJF _ I --- OOF SHINGLE. (TYP, ALL AREAS) P40 YEAR"GAF RROV. ASPHALT LL n it1 12 1 VIF PROV, 5/4" X 6" CUR. CEDAR TRIM.: (TYP- ALL AREAS) J -- - - -- - - I 3 y - -;sJ ..: EXISTING r d GRADE ) � ' f :- t 7• '" " '� �1- ( - a _ >K ' " S "E4' vp .� � e ' ') � I_ - � �, 47 o U 7 t .1~� ''• WOLVERINE OR APP EQ. WOLVERINE OR APP-RQ 6" EXPOSURE VINYL SIDING ' B"EXPOSURE VINYL SIDING (TYP ALL AREAS) (TYP ALL AREAS ) I FRONT ELEVATION 0 0 0 0 � W J w w d 0 U U m 0 0 O 0 w ow O 7 7 7 7 FILE NAME: PAP_4ELEV_CUR 10/29/01 SCALE' 1/4"=TO" I DWG. NAME: PROPOSED eaeauelabus�eeae ELEVATIONS DWG. NO.: A. 4 JbRP91aR7.51 U w 5 PROV40 YEAR GAF1 ASPHALT z ROOF SHINGLE." g(TYP. ALL AREAS) 12 _ - _ 12 V.LF V.I.F 6' _ PROV. 40 YEAR"GAF"ASPHALT ROOF SHINGLE, OW ALL AREAS) 12 10 N l uu n N , 11r WOLVERINE OR APP EQ - ® -- - - -- ® - _ - - -- - 6" EXPOSURE VINYL SIDIN (TYP ALL AREAS ) - - - --- - - -- - _ Ll PROV 5,4' X 6" CLR CEDAR TRIM (TYP ALL AREAS) - - - � O .f r_ - z LEFT SIDE ELEVATION a' FLOOD ZONE L,6L—9 cc Q^ PROV. 40 YEAR "GAF" ASPHALT COMPLY WITH CHAPTER N4p0 L.L ROOF SHINGLE (TYP. ALL AREAS) FLOOD DAMAGE PREVENTION SOUTHOLD' TOWN CODE Q 1z 12 V.IF -__-.f-_ V.I.F R O40 YEAR "GAF" ASPHALT 6 - - B. ROOF SHINGLE (TYP ALL AREAS)\� I I t I Itl It O 12 0 W V.IF 10' � LL L 'DLII-_ - - _ - _ _ _ _ _ - - - Z 1 'err r,il.�t _ _ ' _r. _ _ -_ ._ WOLVERINE VI APP. EO - --- -- -- - - - __ __ _ _ _ _ _ Er 6" EXPOSURE VINYL SIDING�\ O " ( TYP ALL AREAS W I- I _ C� I:i ti_u� 2 i O R O 0 LL W W _ PROV. 5/4" X e" OUR. CEDAR U U U TRIM. (fYP. ALL AREAS) O IO O HO 011111 �_ 0n11 m m a --- - --1 - - - - - - PAP_4ELEV_CUR ' - - FILE NAME I 1 l - 0 O1:111 _ I F - - _ Q o a 10,29,01 SCALE: - 7 WOLVERINE OR APP. EQ. DWG. NAME: 6" EXPOSURE VINYL SIDING (TYP ALL AREAS ) �N11W+ulmrbwmaPROPOSED RIGHT SIDE ELEVATION a�`�� E " �`` DWGNATIOIvs A. 4- 1 i W � N W ' u •1 PROV. 40 YEAR "GAF"ASPHALT ROOF SHINGLE. (TYP, ALL AREAS) Y 12 12 _ — VJ.F -_ - _- -_- - - - '[-J _-_ ._ _— --- 1 V.I.F - —- 'F to vI - - - - -- - 1 _ - _76" L -_ LLI — - ty - - - -- SECOND FL CL.1 'V.I.F. li -, FIT - \ I PROV. 40 YEAR "GAF"ASPHALT ROOF SHINGLE (TVP. ALL AREAS) '-_- - _ - . /-'� _ - _ qy- II__ ///QJ, p - _ - - - - - - - - - - - - -- - Qi - --- G UYrG - 6' VLF - - - - - - - - - -__-_ -- --_ - - - -- - _ _- - -_ .._-. . .- _- - - --- .._ --- - - - _ � . _. _ - - -__ __- , __— ..._ _ ____-___ _ _ _ - __ .- __- _ _ SECOND FLOq 1 ' ^� as � WOLVERINE OR APP. EO. -- 6" EXPOSURE VINYL SIDIN --_- (TYP ALL AREAS ) - _ �\ COMPLY VM CHAPTER"46" 0 - _ .34 --- --- SOUTHOLD TOWN CODE FLOOD DAMAGE PREVENTION /� i Z - EL [IJ LLI UBE 'Eff - - - - ® ® . FIRST FLOOR 0 1 'V.LF Q z IVCRAW SPACE PROV. 2 AY FLOOD h FLdW VF'.LVE (TYP,) (10"X 12' LOUVER N ........ ...... W/SCREEN). �- rIL............ .........T^. G ..r. �.� _ EXISTING D RADW E 4" P. CON SLAB. lr O 0 IL W z w w w D O � o L O 0 RILE NAME: PAP 4ELEV CUR 10/28/01 C . 1/4"=1 '0" D G. NAME: IfY m PROPOSED a� `y✓10 ELEVATIONS ® � i DWG. NO.: aa� A. 4-2 I 'I W � z U O z :; a I U 04 PROF 40 YEAR "GAF"ASPHALT ' w ON ROOF SHINGLE. P. ALL AREAS paV: p� N 12 V.I.F B, 12 _ - - - -- _ 1z - -- 12 10'-9'V.I.F. 6' V.IF 10V IF . - -- _ V.IF 10, W SECOND FL CL. - - - - 1w.�.F. Y � Z� ® ® � ir W 0 PROV 40 YEAR "GAF" ASPHALT ` ROOF SHINGLE (TYP ALL AREAS) - -- 34-8 uj 12 - - - - - - -_ - -- - - --- -- - -- _ _----- - - ---- -- - - Z W 6' VIF - - _. SECOND FLOOR y'v,LF. v) ® WOl VERINF OR APP EU - - 6" EXPOSURE VINYL SIDING\ - -- - - - ® 6" EX ALL AREAS ) - - - - - \� - qyYy - - FLOOD ZONE� Q \� COMPLY WITH CHAPTER"46" a, SOUTHOLD TOWN CODE Q FLOOD DAMAGE PREVENTION FIRSTFLOOR y 'v.i.F Lu I ' .CRAW SPACE -1 wn z VJ L PROV. 2 AYF OOD � i - ''' � p FLOW VALVE ) "' O FL X 12" L VER 12"ABOVE GRAPE _ a ��������������.� `LPr C STAB. ......������ _ W1 SCREE 1 1 -. �� �'. ! r BASEMENT SLAB=C-- 9 HT. EXISTING P CONC S B. � GRADE LL 201-011 1 BASEMENT SLAB @ 9'-1" HT. z 9'-0" HT.TO O W LOT 3'0" BELOW EXISTING GRADE FLOOD HEIGHT ELEVATION @ 9'-O' frc LINE �50'-011 z , 0 TO a LOT N LINE o CROSS SECTION/ELEVATION 0000 z m 0 O 0 W 7 w � yyW t/j I D p C3 O O N m FILE NAME: PAP_4ELEV_CUR 10/29/01 SCALE: 1/4"=TO" DWG. NAME: PROPOSED "mow r ELEVATION AroDWG. NO.: B A. 4-3 I - — GENERAL NOTES : 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES 5 CL AND ORDINANCES. - 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE r~� O OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND ( J IS•+; WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB.THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN. .r 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND -- _ - _ PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, -=- A D MISALIGNMENT ACCORDING TO ALL APPLICABLE -- - --"— _ - ---- I COLLAPSE, DISTORTION, N - --_ — _-- - ,. _._- - __ - -__ ,-- - — �I CODE'S. _- FEES, AND COSTS RELATED TO - 5. THE CONTRACTOR SHALL PAY FOR AL PERMITS, - — _ L THE WORK OF THIS CONTRACT, CONTRACTORS SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. i' LII I I ,, - ' 7. OR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS - -- _ -- - - --- _ - -- --- '- - __- - - - - TRACT .- _ - _ ' RESP CON i � L __ __ -- _- -- -__.. - -- -_-_ - - - "_ _ . '_-_- - V FALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. I -- _ -- -- _ _ _ - _ RESPONSIBLE FOR REMOVAL � I � I _ - --- -- - -'-' ---- -- -- I i I' , ' _ _ - --_ __ _ _•-_ _- - __ __ - __— - IIID 1 ' ! �, „ TIONS SHALL BE e. ANY EXTRAS FOR ALL OR LEGITIMATE UNFORESEEN CONDI - DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO _- STARTING ADDITIONAL WORK IIII - " - � I 9, DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS Al ALL OPENINGS. REFER TO CONSTRUCT DRAWINGS FOR SIZES ,II ! II 11 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS . GRADE OR BETTER. ii � 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK � I A BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. SUCH 5 ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE PROCEEDING. IIII IIII ,II ' III I! II _ - II III II IIII� jI! I I II III I L' I IIII CONSTRUCTION LEGEND . ' I - -- - - - I � � I � _-_ LIJI / ' I _ III it 4 EXISTING EXTERIOR PARTITION TO REMAIN, PROV. 1/2" GYP BD. & R-15 HIGH DENSITY INSULATION TO ALL EXISTING EXTERIOR WALLS EXISTING INTERIOR PARTITION TO REMAIN. PROV 1 LAYER V2" GYP. BD. EX — j BOTH SIDES OF EXISTING WOOD STUDS. I, CUR. PINE 4" COLONIAL BASE TRIM. � I i 'III - I I – -- ! II 11 I II � ! I NEW EXTERIOR PARTITION-2"X 4"WOOD STUD WALL W/ 1/2" CDX PLYWD, EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), 8" EXPOSURE PERF. WD - - SHINGLES (PROV 1 COAT BLEACHING OIL), 1/2 GYP BD (SCREWED/TAPED) M & -19 FOIL FACE INSUL. HIGH DENSITY). F � CUR. PINE 4 COLONIAL BABE TRI R ( - - NEW INTERIOR PARTITION- 2 X 4 WOOD STUD WALL WITH 1/2 GYP. BD. -� / RES EWEDP, BD.DO APPLIED REEN BID.)FOR ALLES.NNOTE: PROVIDE WAIL MOISTURE I li III' _ _ - -_ - l - _ - - — - - /JqJ T I ill - - ui _ —_ PROV. CEMENT WALL BD. FOR ALL TILE AREAS. INTERIOR PAINT-TO BE "BENJAMIN MOORE' U.O.N ONE COAT PRIMER AND — I 'IITWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT U.O.N. ALL TRIM SEMI-GLOSS. INSULATION NOTES : - - - - _-_ _-- - - - - -- - - - LL 4L EXISTING EXTERIOR WALLS: 2"X4"WOOD STUD. R-15 HIGH DENSITY INSULATION ROOF_ _ _ PLAN_ _ _ _ +V BY'CERTANTIEED' OR APPROVAL EQUAL. n NEW EXTERIOR WALLS: 2"X8"WOOD,STUD. R-19 FOIL FA. HIGH DENSITY INSULATION n 8Y'CERTAINTEED' OR APPROVED EQUAL. NEW ROOF: 8-30 KRAFT-FA. INSULATION BY'CERTAINTEED OR APPROVED EQ. CRAWL SPACE: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES INSTALLED AS PER N.Y.S. BUILDING CODE. uj Ill NEW BASEMENT: R-10 RIGID FOAM 2'0" BELOW GRADE AROUND ENTIRE r BASEMENT PERIMITER BASEMENT CEILING: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES U O, INSTALLED AS PER N.Y.S. BUILDING CODE, 'i I O AL LEGEND : �\ III III III III BIZ ELECTRIC _ x USI_ 2-3 t/2"X 11 7/8° /� I W NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND U p '%U III III MICROLAM LVL HEADER II III p • d p LL REGULATIONS OF THE N.V.B.F.0 AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO ��, Zo 6 0 X b 0 BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB, \\\ /}I ^//4� OTHERWISE ATTIC / III III N® a(d +H Q•/ O O NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESSAREA. /// NOTED ALL OTHER ELECTRICAL EQUIPMENT AND MAIL. TO BE SUPPLIED BY THE % ELECTRICAL CONTRACTOR. 'O\ G — —_ NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR o z O N.O. DOWNLIGHT TRIMS TO BE WHITE. �� 2"X R.R, 2"XjW .R. �2"XIsis,X. a `�+ - BLEB MODEL 70 1 aEs / \r RAPP .EO.ATTIC - > R P 8"XB CT BOX � ? TAI .- � �s CEILING MOUNTED JUNCTION z x O � AocEsss R I ®_j2 Fq��" I� j � � 1IIIJ//� I PRo z 7 i TOI J (p 0'10 C. • !P.) \�I W III _ _ _ /� �9Wro _ ` III � %/// III" T4J®1J}/:C. 131'' �^\ATTIC / III % NI " II ATTiC / -I ir ¢ a AREA.�� l// � 7/8" AREA.�•J MICROLAM VL HEADER O O Al T III III I I �� W 7 VII /'�ATTIC J Ily I `I!I \\ 2-Xe^cT_ U D n z•xB^cT '(�� ,AREA.���J// II ®1a"o.0 0 o F . r � ie"oc n°/ ,2"X R.R. "XB" R.R. 2"X 8" R.R. .2"XB" R.R. �� //oa @ 1g, L T01 PRO T60 1 3/4"%t l >/B a - ❑ ❑ . 6 TOL Prao zso a '_x]i n@; ��''/���" @1 O.C. ® 18" O. ® �., — '�i��,QQ cJ® 1e"oe (rn.) W W t4, c B 1IR o.c. crrP.) OAQT� '��q` Ls PROV. FLUSH 3 1/2"X 11 7/8" Q� III MICROLAM LVL HEADER }} III III n tipq��< o O o QO nm� < III l III I IIIIII EX6' O ' +F Id III III >�>�0 m0 `\\ I NFILEN_AMEObi.m PAP ATTIC _C0' 4R � 9-401 7 PROV, FLUSH 2 -3 112' X 11 7/8" \\ IIIIII MICROLAM LVL HEADER III III (7 I SCA 50 'J ' - �� 17Lgw ,�,^u/4irr W . NAME: �Y — — �1� /e, �i�� ATTIC/ ROOF '. ATTIC SPACE PIAN I �1n A. 5 5 U y NOTE: fmzm O z � GENERAL CONTRACTOR SHALL VERIFY THAT THE HEIGHT OF COMPLY WITH CHAPTM"400 a OF THE STRUCTURE SHALL NOT «LODDDAMAOEPREYENTID4* EXCEED 35'-0" AS MEASURED BY SOUTHOLD70NM CODE. SOUTHOLD TOWN. IF THE HEIGHT W N AFTER FRAMING THE SECOND FL. MEASURES HIGHER, ADJUST ROOF PITCH AFTER NOTIFYING THE ARCHITECT H OF THIS FIELD CONDITION. PROV. 40 YEAR "GAF"ASPHALT 777.7 .7 "X 11 7/8" MICROLLAM RIDGE BEAM ROOF SHINGLES. (TYP.ALL AREAS) R1 3/4 PROV. 2"X 8" R FRAMING OVER 15 LB, FELT, PROV. "WEATHER ON ALL DORMERS. (T1'p.) WATCH" UP 2'-0" OF ROOF EDGE. W R-30 HIGH DENSITY FOIL PROV. CURVED CEDAR RAIL THIS FA. INSUL. (IVP. ALL AREAS) 5 AREA & FRONT PORCH. PROVIDE 2"X 2" Y \ SPINDLES &6" CLR. OT AR POST. ST Z m p / \ U U 12 PROV. LEADED COPPER FLASHING LEADED COPPER BOOTS AT ALL POST LL `fI 0 I VLF /AT CONNECTION BETWEEN ROOF LOCATIONS ON ROOF DECK. O i0 8 DECK AND MAIN ROOF AREA. // Lu DOWN FLASHING. �^ $t� PO 0 2 S PROV, ROOF HATCH SUPPLIED h'S TOWER DECKS. & V. 2" BOTH Q DOW CRICKET . SOLID TORCH -12 �O X 8" CT. @ 16" O.C. BY INSULA APP. EQ. 211 X 1011 PROV. 2"X 4° SLEEPERS W/ 8 VLF ^�I 2 TYPICAL) 6 CUR. CEDAR -MASONRY FIREPLACE W/ EXPOSED d 0 o G. PROV, CONT. DRIP Lu WESTCHESTER GRANITE FACEING. EDGE ON BOTH DECK EDGES, U) Z X X CONT. RIDGE & HIP VENT BY"COBRA" 2 N N „ GVg6U �• `.�d5 /py� W OR APP. EQ. (TYP. ALL AREAS) SE . FL. CLG. 1'-0” +/- PROV. 8" DIA. FIBERGLAS COL. 2"X 12"CONT. RIDGE BEAM. � PAOV. 40 YEAR "GAF"ASPHALT 2" X 10"CL. @ 16" O.C. (REF. SECOND FL. PLAN FOR DIRECTION) (FOWER AREA ONLY) �/J/1 ROOF SHINGLES. (TYP. ALL AREAS) 1919 - - PROV. 5/8" COX PLYWOOD COM ET PLY.IC F SUB. FL. PROW. O "BLOC TRIM OVER 5/8" CDA ROOF SHEATHING. (71'P COMPLETE ATTIC FLOOR PLYWOOD BLOCKING (TYP. ALL AREA ALL ROOF AREAS.) LL 8'-10"T.O.W. PROV. 2"X 12"WOOD STUDS ON ^ PROV. 4" -AZEKTRIM OVER 5/8- CDX RPROV.F 40 YEAR "GAF"ASPHALT OU 2n 0 q 1/2" GYP. BD. ALL EXPOSED AREAS. PLYWOOD LOCKING (TYP. ALL AREAS PROV. L DED COPPER SC PPERS e'-O" C.H. U I F A�S O G OCIRCULAR OW COMP COPPER ' ROOF SHINGLES. (TYP. ALL AREAS) OVER 15 LB. FELT. PROV. "WEATHER 12 ,�6 +r , 34-8' /'� WATCH" UP 2'-O" OF ROOF EDGE. A ENCLOS RES ON ALL SIDES OF 2ND a_ g V.LF PP PROV. 3/4" PLY. WD. SUB. FL. PROV. SELECT OAK FL. REF. PLAN FOR LOC. - PROV. 2"X 10" RIM JOIST �qa PROV. ATTIC ACCESS STAIR � �6+ ' ' FLOOR T WER ENCLOSURE (GARAGE AREA ONLY) SECOND FL. 1'-0" +/- Q LuFLOOR ROOF DECK. LEADER R � M ECTION) �'""'-""' APP. EQ. (TYP. ALL EXT. WALLS) AT ALL ROOF EDGES INCL. THIRD R 2 TO GARAGE +/-) 1 3/4"X 11 7/8"TJI 250 PRO CJ @ 16" O.C. (REF. SECOND FL. PLAN FOR DIR OR ®® PROVIDE 8" CONT. ALUM. GUTTERS I i t 3/4"X 11 7/8"TJI 35D PRO C @ 16" O.C. � � IMPRESSIONS CERITAINTEED" LOCATIONS T.B.D. PROV. CONT. FLU W RIM L PROV. 12" "AZEK"TRIM OVER 6/e" CDX S / O PROV. 10" P EDGE. � L AZEK"TRIM OVER 5/8' AREAS) PLYWOOD BLOCKING (TYP. ALL AREAS) ® ® R BDE L EXPO D ARI PLYWOOD BLOCKING (TYP. A UNDER AREAS) 8,-6„ ® ® ®® 6'-10"T.O.W. 9'-O" C.H. m PLYWOOD BLOCKING P. ALL _ - r COX PROV."AZEK"TRIM W/1"VENTED SLOT R-19 BATT INSULATION 1/2" P. _ (SCREENED). RIM ALL ROOF AREAS. I=] (TYPICAL ALL AREAS) EXTERIOR SIDING. (1"1'P. ALL 6'_y �" (Tawe oNLv) �- Z EXTERIOR SIDES.) O Lu 5/8" F.C. GYP. BD. ALL EXPOSED AREAS. 0 (GARAGE INTERIOR ONLY) PROV. 3/4" PLV. WD. SUB. FL. PROV. SELECT OAK FL. REF. PLAN FOR LOC. Z n X 6" WOOD STUDS V2" @,1 3/4" X 11 7/8"TJI 250 PRO CJ 16" O.C. (REF. FIRST FL. PLAN FDR DIRECTION) FIRST FL. 1--0-- +/- F CHBO LL DX PLY. SHEATHING.. (T'P.) � d R R-19 HIGH DENSITY FOIL h U J h FA. INSUL. (TYP. ALL AREAS) GIRDERS N BASEMENT (TVP.OVIDE 31/2"X 11 7/811 OALLAAREAS) BYOOTHERSNE ) G BASEMENT SLAB ❑ 2"X fi' OCA SILL PLATE - - - - - - .�• - - - - - - - - - - - - - - - - _ - - - ':` GRADEAWAV 5'-10" ANCHOR BOLTS LATE .C. •' — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - @ 9'-1 " HT. NEW (IVP. ALL AREAS.) 4" P. CONC. SLAB ON — -" - — — — — ''- — — — — — GRADE — — — — — CLEANCOMP. FILL "" - - - - - - - - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - - - - - - - - — NC. SLAB. .., .., . ... , ... ., - - - --- - - -- - - -_ - - - - - - — n -Ou H rGRADEXISTIEG 1 . .., T7— 8' P. CONC. FOUNDATION WALL W/ 1'6" X10" D. FIGS. - - -- - - - - - - -- - - I - EDAR RAILING ON S' CEDAR DECKING, 2- 2" COMPLETE PROD LATTICE & CEDAR TRIMI, P. QVP ALL FOUNDATION.) 6" CLRPROV CDEDAR POST X 2" SPINDLES & / ' ALL DECK AREAS). 0 0 0 m DECKR. DEA. RPROV.STS. PROV. 6" CUR. 1 9.O' FLOOD ELEV. 0 2 2 o P. CONC. FOUNDATION WALL W/ T6" X 10" D. FTGS. R') L W W (IVP. ALL FOUNDATION.) U U U W N REAR ELEVATION W a 0 a m a o O m w m m FILE NAME: PAP_38S_CUR 8-1-02 SCALE: NOTE: 1/4"=T0 GENERAL CONTRACTOR SHALL VERIFY THAT THE TOP OF THE BASEMENT SLAB ,"a1+°""'" DWG. NAME: WILL BE AT 9'-7 " AS STAKED BY THE a�� (CONCRETE CONTRACTOR. ��A; BUILDING SECTION a.n a DWG. NO.: In wl" A. 3 - I GENERAL NOTES : CONSTRUCTION LEGEND _ FOUNDATION LEGEND : PLUMBING LEGEND : DRAWING LIST y 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES -�_ NEW 8" POURED CONCRETE FOUNDATION WALL WITH 1'6"X 10" DEEP ~ W � EXISTING PARTITION TO REMAIN. �= FOOTINGS, REFER TO DRAWING A.3 FOR HEIGHTS. �R PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED A.O FOUNDATION PLAN AND ORDINANCES. - - ON CONSTRUCTION PLAN(S). FOLLOW ALL NECESSARY N.Y.C. AND N.Y.S. _ NEW INTERIOR PARTITION- 2"X 4"WOOD STUD WALL WITH 1/2" GYP. BD. 4" POURED CONCRETE SLAB WITH 8X6 10/10 W.W.M. ON CLEAN BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL A.1 FIRST FLOOR PLAN rn - 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE m NECESSARY DRAIN VALVES 0 (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE COMPACTED FILL. A.2 SECOND FLOOR PLAN �I z OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND RESIST GYP. BD. (GREEN 8D.) FOR ALL BATHROOM WALL/CEILINGS & 0 0 WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUB-CONTRACTORS, BASEMENT WALLS. PROV. CEMENT WALL BD. FOR ALL TILE AREAS. PROV. FLOOR DRAIN AND 30 GAL. SUMP. A.3 BUILDING SECTION PLAN A.4 BUILDING ELEVATIONS LU: c' 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND ] Lr. CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS ELECTRICAL LEGEND : A.4-1 BUILDING ELEVATIONS G] O a � FROM THE DIMENSIONS SHOWN. 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE FOUNDATION NOTES . DRAWINGS UNLESS OTHERWISE NOTED. NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF TEH N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO C7 y N J' 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. WINDOW LEGEND : DOOR LEGEND : 'z -" I I PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, 1. BASED ON SOIL BEARING CAPACITY, TWO TON PER SQ. INCH SUBJECT TO COLLAPSE, DISTORTION, AND MIS-ALLIGNMENT ACCORDING TO ALL APPLICABLE INSPECTION AND VERIFICATION. NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE NOTE: ALL WINDOWS TO BE ANDERSEN CLAD WINYL BASEMENT WINDOWS WITH CODES. NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE 2. ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL. NO FOOTING SHALL ELECTRICAL CONTRACTOR. STANDARD ANDERSEN HARDWARE. COLOR TO BE WHITE, WITH SCREENS. O EXISTING DOOR TO REMAIN. .Ni 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES,AND COSTS RELATED TO BE SET HIGHER OR LOWER THAN A 30 DEGREE ANGLE FROND ANY OTHER FOOTING. a! THE WORK OF THIS CONTRACT U.O N. CONTRACTORS SHALL INITIATE ALL REQUIRED STEP FOOTINGS ARE TO HAVE A 30 DEGREE MAXIMUM. NOTE: ALL SWITCHES AND RECEPTACLES TO BE'LUTRON', "DECORA" IN COLOR Oq 2817 BASEMENT WINDOW ) a f INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT U.O.N. U.O,N. DOWNLIGHT TRIMS TO BE WHITE. (W/SCREEN EXTERIOR DOOR- 3'0" X 6'8" - VINYL CLAD METAL INSULATED DOOR O W/ RAISED PANELING &GLASS PANEL. 3. ANCHOR BOLTS TO BE AT LEAST 1/2" IN DIAMETER AND 1(V IN LENGTH WITH A 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS MAXIMUM SPACING OF 4-0" ON CENTER. (V DUPLEX ELECTRICAL RECEPTACLE W N RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. 4. ALL CONCRETE TO BE 1:2:3 MIX; 3000 LB. CAPACITY UNLESS OTHERWISE NOTED ING DUPLEX SEPARATE CIRCUIT RECEPTACLE ~ 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORSEEN CONDITIONS SHALL BEOR SPECIFIED. N DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO a U [L STARTING ADDITIONAL WORK. 5. IF CONCRETE BLOCK FOUNDATIONS ARE TO BE USED, THE BLOCK SHALL BE $ WALL SWITCH $ 3-WAY WALL SWITCH ti b ASTM-145 WITH FULL MORTAR JOINTS. CORNERS ARE TO HAVE CORES FILLED SOLID 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING WITH REINFORCEMENT CORES WITH ANCHOR BOLTS ARE TO BE FILLED TWO +,Ie CEILING MOUNTED JUNCTION BOX PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS COURSES DOWN, SEE NOTE 3 ABOVE. U REFER TO CONSTRUCTION DRAWINGS FOR SIZES. 6. PROVIDE 0.025" ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL 0SD SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: CLI 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST. GRADE OR BETTER PERIMETER SILLS. TO BE HARDWIRED TO CENTRAL LOCATION. IL 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK 7. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR LL SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. PRESSURE TREATED. ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE PROCEEDING. 56'-6" ~� LINE OF DECK ABOVE. PROVIDE 6" X 6" CCA POSTS ON TOP OF PROV. 2- 2"X 10"GIRDERS 4" H. "SONOTUBES" TH E OF 4"X 4" (TYP. ALL AREAS) W CCA P R 7'-6" 7'-2" 1 10'-6" " -2 LINEOFO KABOVE. == = === = ===== - Q0 7-6" p 71_2" 1O'_7. 0 J 12' 6-2" -2" co W ' C W z / : /' ,• \ n P. CONC. FTG. (rYPJ O b 0- FR. X57\PROV. 31/2" 11 7/8" A� 6'_01, ' \ MICROLAM LVL GIRDER I ' 15-5" 6'-5" 1 \ -- PROV.3 1/2 S- - - -- - - - - - - - -- - --- - - - - - --- - - - - - - - - - - -- - - -- - - - - - - -- -)dN - - - _ - _ _ - - - - - - - - ® - -- -- -- - 1 ISL. IN CEILI NCCCG ABOVE COLUMN IN WALL -- - - - - 77 7 PALL AREA 4e"'A PROV. 2 WAY FLOOD � �• 1 _ _ ___ - _ - _ ___ -- - - -- - - - _ _ _ I PROV. R-t9 UL � � � r - yy\ �� ' e L - - - - \ \. ///1 k F FLOW VALVE (T1'P.) X� - --- - - ' ' - - ' .• \ 3 7/2"X t t 7/8" LVL 'a N N w (1 O"X 12" LOUVER Q \' \ 4'-0" C HWLfi2AeE (FLUSH ABOVE) U PROV. R-t91NSUL. 0 Z ] W/SCREEN). fJ L - - - - \ \ op IN CEILING ABOVE Q U W o0 PROV. R-191NSUL I " \ mm (TVP. ALL AREAS) Q n m. ... W PROV. 2WAY FLOOD - \\\\ \\` - - - - DOLS.\wALL Sri _ - - 5'-0" C.H. mWZWQ- _ a -- _ FILL WIDTH W.M8.8 X 6R NF. �� IN CEILING ABOVE - 11 Y. 8„ P. CONC. FOUNDATION �• 0 �¢ STRUCT. IW� If Q (TYP. ALL AREAS) FLOW VALVE CrYP.) \ '..,) �' J Q _ (TYP.ALL BASEMENT AREA) WALL W/ 1'6"X 10" D. .. O (10"X 12" LOUVER - - _ C Z m _ Al \ ,; FOOTING (IYP. ALL) Ab IL W/SCREEN). 1 - - - - - _ _I- - - --7 Z m de - 3 -2 1 FLUSH 3 1/2' X 7 7/8" D D ¢ t ON AREAS)IBID. I� FL H 3 1/2"X 11 7/g^ 11 1 PROV. W,W.M. IN WALL 1 0 Z 7 Y `0 a I C n Z a� ONjj� ILING ABOVE 5'-0" C.H. p I.I� / MICROLAM LVL GIRDER 4" DIA. STRUCT. STL. COL. F a,. :]: 7'-8u 1 lVP ALL ARE/AS) BURIED IN FOOTING. / PROV. 2'X TX PO. ¢@ MII(ry0 ALL ARELAM LVL AS DER 1 1 W "• 01 / P. CONC. FTG. (fYP.) \ /W 3 (TYPICAL ALL AREAS) F 3B :. GARAGE SLAB �< AFF. _ i � � O PROCONC. FTG.1(NP.) �- C - f F . -ae^AFF I 0 I'z... . L L' '. L I'•J 31 _0 L j 1 31 ' ¢ DOUBLE BOX BEAM AS IIII /' -` 4" DIA. STRUCT STL. COL. 1 1 HEADER OVER OPG (FYP.) II / 1I BURIED IN FOOTING. _ _ _ _ X PROV. JOIST HANGERS a D /ADD ONE GP-LAM 60 L. III / v (TYPICAL ALL AREAS) THIS AREA OF FLOOR .JOIST TIGHT TO EXIST. I _ _FUR_N._ . \ 4" P. CONC. SLAB ON COMB i I ^o H GAL. "SUPERSTORE" ' m \WASTE LINE. -� 1 III I o FILL (TYP AWITH LL BASEMENT AREA) •, F- II I 0 HOT WATER STO R. TANK. 23-4 I ^_ �_ III I II 'J I\ ,off - - - - - _ I fr PROV. 1/8" REINF. PL 38" P. CONC. SLAB. OW m TO EXIST. FLOOR JOIST III Up III PROV. 4 ZONE HYDRONIC FAN COIL GARAGE SLAB O C UNIT HEATING SYSTEM W/BOILER. BOI R : .Y Q 0 a p I' a� (SIZE BOILER AS REQUIRED.) PROV. W 7 80 GAL. "SUPERSTOR" HOT WATER y 0 N 8 P CONC FOUND A ION 1 1 '-5" J IIII PROV. R-10IINSUL. TANK PROV 4 CONDENSOR UNITS BD L - - J w W N WALL W/1'6"X 1 O" D. o0 IN CEILING'p,BOVE III III OUTSIDE FOR COOLING SYSTEM. a ] ] 9 FOOTING (TVP. ALL) (10 X 72" LOU ER H@ 1I 11 (TyP. ALL ANi ON CEILING ABO _ p U m m EAS) PROV. 7/2" CEMENT BOARD _ PROV. W.W.M. IN WA '. "AFF. QQ IIII III VE _ - PROV. HAUNCH SLAB FLOV. 2 WAY FLOOD a c r @GARAGE OPENING. p D OIr FLOW VALVE C1YP.) -U, IIII III III THIS AREA ONLY. COMP. SAND FILL I • W W W VV II �a 1�a X 11 7/e PROV, e" DIA FLUE FOR ' 31 4"X 11 )/8'• I MI ROLLAM HEADER 4'-5" ](J W/SCREEN). IIII n oR ELUaM HFao@��k� ABOVE NEW BOILER. I coN N W_ a L _ _ - _ _ _ 48_AFF - _ -l'l - L - 48 AFF - -- - - - 777777 .a •' f, ( L- - - -- - -- - - -�• - - ---- - - - - --I _ _ DW O O O - - - -- - - - - - -- _ - _ _ _ __ - - - - ___ _ _ - - - - - - - - - - - - -- - - - - - - N O C r 9'-4" 311-611 9'-4" FILE NO.: 24'-0" -- -- -- _ _ ___ 1-15-02 FOUNDATION CONT-RACTOR TO \ \ / •' / B^CONCRETE BLOCK f I. SSCALE. PROV. LIQUID DAMR-PROOF \ (BY MASON) MEMBRANE AROUNJD ENTIRE \ i'• - _ 10"D, P.GONG, BASE 'I 1/411=11011 FOUNDATION. (TYP.. ALL-AREAS) FOOTING BY FOUNDATION 3 2003 •- � W CONCRETE CONTRACTOR. DWG NAME: I I d L--'' - - FOUNDATION 501- 11 PLAN .` � Ob m9n oma. ���i�J• DWG. NO.: FOUNDATION PLAN �^ " yin® .. ... GENERAL NOTES : CONSTRUCTION LEGEND : INSULATION NOTES : DOOR LEGEND : ELECTRICAL LEGEND : 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES EXISTING EXTERIOR PARTITION TO REMAIN. PROV. 1/2" GYP. BD. & R-15 HIGH EXISTING EXTERIOR WALLS: 2"1 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 U W AND ORDINANCES. DENSITY INSULATION TO ALL EXISTING EXTERIOR WALLS. BY'CERTANTI EED' 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 NEW EXTERIOR WALLS: 2"X6"WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION INTERIOR CLOSET DOOR- 1'4"X &I SOLID PINE DOOR WITH RAISED PANELING. PROV, BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. c 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE EXISTING INTERIOR PARTITION TO REMAIN PROV. 1 LAYER 1/2" GYP. BD. BY'CERTAINTEED' OR APPROVED EQUAL. O SOLID BRASS HINGES &SCHLAGE HARDWARE. m OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND BOTH SIDES OF EXISTING WOOD STUDS. CUR. PINE 4" COLONIAL BASE TRIM. NEW ROOF: R-30 KRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EQ. NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS 2 INTERIOR CLOSET DOOR- 2'4" X 6'8" SOLID PINE DOOR WITH RAISED PANELING, PROV, NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAIL TO BE SUPPLIED BY THE O U CRAWL SPACE:PER N.Y.S.KRABUILDING INSULATION WITH PROPER WIRE TIES O SOLID BRASS HINGES &SCHLAGE HARDWARE. ELECTRICAL CONTRACTOR. - 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND ( WALL W/ 1/2" CDX PLYWD. INSTALLED AS PER .Y.S. BUILDING CODE. F�NEW EXTERIOR PARTITION- 2" X 4"WOOD STUD ! EXTERIOR SHEATHING TYVEK WRAPPED &TAPED), 6" EXPOSURE PERF. WD. U CONDITIONS ON THE JOB.THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS NEW BASEMENT: R-1 O RIGID FOAM 2'O" BELOW GRADE AROUND ENTIRE INTERIOR DOOR- 2'4"X 6'8" SOLID PINE DOORS WITH RAISED PANELING. NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR vi U' SHINGLES (PROV. 1 COAT BLEACHING OIL), 1/2" GYP. BD.(SCREWED RAPED) O PROV. SOLID BRASS HINGES & SCHLAGE HARDWARE. O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. FROM THE DIMENSIONS SHOWN. BASEMENT PERI MITER. O a CUR. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY). 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE BASEMENT CEILING: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES h ^' NEW IN E INTERIOR PA APPLIED X 4"WOOD STUD WALL WITH 1/2" GYP. BD. INSTALLED AS PER N.Y.S. BUILDING CODE. O ROV.IOSOLID BRASS HINGES R CLOSET DOOR- I&SCHLAGE HOARDWARE.LID PINE DOOR WITH RAISED PANELING. � DUPLEX ELECTRICAL RECEPTACLE p DRAWINGS UNLESS OTHERWISE NOTED. NEW INTERIOR PARTITION-2 BOTH SIDES. NOTE: PROVIDE MOISTURE 4, U o 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL ANID CEILINGS PLUMBING LEGEND : O INTERIOR BRA DOOR- NGES & W SOLID E HARDWARE.WITH RAISED PANELING. PROV. WGFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT cz N `Y PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, PROV. CEMENT WALL BD. FOR ALL TILE AREAS. 5 COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE (I DUPLEX SEPARATE CIRCUIT RECEPTACLE O z ;; rr INTERIOR PAINT-TO BE "BENJAMIN MOORE° U.O.N. ONE COAT PRIMER AND y SIR, CODES. TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT O OLID PINE ,yi PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED PRO\ c --�+,nyC,E5S5 HL�ZiEFfFFtbvv $ WALL SWITCH 7 Ii U.O.N. ALL TRIM SEMI-GLOSS. F' ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N.Y.C. AND N.Y.S. $ 6. THE CONTRACTOR SHALL PTV FOR AL PERMITS, FEES, AND COSTS RELATED TO EXTERIOR DOOR-3'0"X 6'10" SOLID PINE DOOR WITH RAISED PANELING. PROV. 3 3-WAY WALL SWITCH P. THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL O INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. b T' SOLID BRASS HINGES &SCHLAGE HARDWARE. NECESSARY DRAIN VALVES. $4 4-WAV WALL SWITCH -� EXTERIOR DOORS- 6'0" X ES INSWING PATIO DOOR WITH RAISED PANELING. $1 rh�. 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS *p PROV. FLOOR DRAIN AND 10. GAL. SUMP. O PROV. SOLID BRASS HINGES & SCHLAGE HARDWARE. ( ISD6068LXR ) dB CEILING MOUNTED JUNCTION BOX RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. EXTERIOR DOOR- 910" X 6110" CLAD GLIDING F.W. DOOR. PROV. SOLID BRASS 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE *HB PROVIDE FROST FREE HOSE BIBS, Q HINGES &SCHLAGE HARDWARE. ( IPD9068 OXO) de WALL MOUNTED JUNCTION BOX -'I DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO STARTING ADDITIONAL WORK. *S SHOWER HEAD CC) INTERIOR DOOR-PAIR-210"X 6'8" SOLID PINE DOORS WITH RAISED PANELING. RECESSED DOWNUGHT (100w) "LIGHTOILER" OR APPROVED EQUAL PROV. SOLID BRASS HINGES &SCHLAGE HARDWARE. 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING '$E EXTERIOR MOUNTED DOWNLIGHT (10OW) PARALLEL TO THE FRAMING, PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. WINDOW LEGEND : „ INTERIOR DOOR- 30" X 60" PULL DOWN ATTIC ACCESS DOOR. B WALL MOUNTED QUAL SPOT LIGHT _L REFER TO CONSTRUCT DRAWINGS FOR SIZES. INTERIOR DOOR - 3'1 X 6'-8" 1 1/2 HR. F.P.S.C. STEEL DOOR. LI 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER, NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST UNLESS OTHERWISE NOTED. '$EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DUTY UNIT 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK 13 EXTERIOR DOOR - 3'-0"X 6'8"W/SIDELITES. "THERMATRU" OR APPRV. EQ. OR APP, EQUAL. SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. NOTE: ALL WINDOWS TO BE MARVIN INTEGRITY WITH STANDARD MARVIN ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE HARDWARE AND FULL DIVIDED LITES. ALLOW FOR EXTENSION JAMBS FOR A OF EXT. MOUNTED LIGHT WITH FAN > PROCEEDING. 2"X 6"WD. STUDWALL. COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. O ICA 2931 O IDH 2252 © IDH 3052 OSD SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE HARD WIRED TO CENTRAL CONTROL BOX O IDH 3060-2 EO OCTAGON 2- FO IDHP 5056 DT NEW TELEPHONE RECEPTACLE FLOORINGLEGEND : © IDH 3448 OH IDH 3452 OI IDH 3452-2 DC CABLE TV RECEPTACLE JO IDH 3452-3 KO IDH 3456 © IDH 3460 ® HARDWOOD FLOORING-SELECT #1 WHITE OAK 2 1/4"W., 15LB. FELT., O IDH 3460-3 ON IDHTR 3016-2 OO IDHTR 3416 �v VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE W/ONE COAT STAIN,) © IDHTR 3416-3 © IRTDR7318 © ABOVE GARAGE DOOR. 0 SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED, Y SUB FOR TILE AREAS TO BE SCREWED AND GLUED. LL 1 1' X 1'TERAZZO TILE OR ALT. AS GRANITE DECK W Q ® OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE n'-B^x 62'-0" WATERPROOF ADDITIVE MIXED IN. LLJ Q ui W�'y� - - - FAMILY ROOM LL \ — 14.0"x 18,_6" 1 EATING 14'_4.X14-4° / e0 N I G. B VE�. LL r L — _ ^^ - 1 1 11-' -ADEaAROVFY 11 " ROV. JOIS N E S- —(S:P— IS AL HESE LO A S. — ae uP\ JB o _ El LU_ III -3/41X(14 C P GPI c T 4 LL�8) III) / @ 3 ROVE V 7 K 2- 1 3/4"X 11 7/8" PARALLAM BEAM FLUSH CONDITION '�i,1, ( 3CLL Z jet I %' DH 0 x I --N- FREEZEt� X r B PHA, . A D . � G $ ¢e I 'I �P x33'-E Z / D 9 GARAGE IN CB T -7C-Q�J. \\ U 8C \ v0i` / 23.0• 0" O W FRIG. PROV. FIRE-BLOCKIN ,� 31//4"x117/3" \ III — / REFER TO BUILDING F AS REQUIRED. MICROLLAM HEADER 0 — — VABovE III r 121111 // II SECTION A-3 FOR v "EvaioEwaae P V 31 "S U T. PROV.31/2"STRUCT. OV. 31/2"STRUCT. g N-NLW COLUMN IN WALL COLUMN IN WALL (/J KITCHEN --- — sc — — 3 5 _ _ _ _ _ _ _ _ — — II Y STRUCTURAL FRAMING. o 3 — — — _�—�= — -- - , — . _ — — — 1 I= — 7/8 3 1/4 x 11 7/8" — — — — — _ — — — —' — — MICROUA<N HEADER J 4 MICROLLAM HEADER DD P SIL �' —II ABOVE 80'T.O. 3 H31/4"X117/8 FLUSH H \\ � — ABOVE B'O' T.O� \ � OV. R-19 NSUL. � — I IA / 111 / UP {�- - - - - - - -- .- - �// SC O n ( \� LVL HEADI.R ABOVE j 32-On L IN LG. ROVE - A6DVE O (TYP ALAS / _ - - - / K J 1 I w m -- D _ / PROV. R- NSUL. / z 23-3" r I m � cL n / IN CLG. A V I sc ti I I 111 I I r1 (L Gy ¢ 'a \ W/PLUG II X }iREAs) I m m / x `a I FLA. I BOA _ II I GAR DR m ¢ ¢ N Y' / I — GAR DR n OPE ER of I ¢@) IIx ec % c x 112x6•c ¢ ¢ a 0 BOC 0 0 ® _ �'lFP l — — _�—� 2 -� _ 2.X6G I a — I°3 ° 8 au m:l � I 21 _ N 00 — NII \ W W w u o "e II U D m V P H I ¢ \ J / oK_z/ Ja 11 3 �� L s _ _ 11� 1 F \ \ � � � \ H II O JB D o o ¢ L — — AI A60VE o �\ _ 11 _ G ,\ \ > > - _ � _ - PE T A O - / - \ - - _ - - - - N N N U) I PROV. 1/8" REINF. PL. RELOC. PARTITIONS - a I TO EXIST. CEILING JOIST O �� BEHIND FIREPLACE. \ o o m 1 \ 13 13 13 I Z) ? C m a N R ABOVE R ABOVE ton 87 p A60VE DOOR BELL M p A.. JB _ — — — — — — — _ Je FILE NAME: IL PAP_1CP_OUR DINING ROOM -/ LIVING ROOM 1-15-02 1s'-6"x 15--0" 1S-s"x1e'-6• O Nr SCALE: q q��(6,1'iy yet :U�i�,�„-�i �'A✓�� 1/4"=V0" wy \ d3: 8'-0" 24' 9 DWG. NAME FIRST FLOOR PLAN 82'-0" THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG NO.: ARE THE SOLE PROPERTY OF THE ARCHITECT. NO REVISIONS,CHANGES,AND/OR MODIFICATIONS FIRST FLOOR PLAN SHALL BYTHE RCHITECT WITHOUT WRITTEN AUTHORIZATION p BY TH OLE IS STRICTLY ANY REPRODUCTION CBYO W PART H OR WHOLE IS STRICTLY PROHIBITED BY LAW. (1 ,875 SO. FT.) GENERAL NOTES : CONSTRUCTION LEGEND : INSULATION NOTES : DOOR LEGEND : ELECTRICAL LEGEND : � N 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES = EXISTING EXTERIOR PARTITION TO REMAIN, PROV. 1/2" GYP BD. & R-15 HIGH EXISTING EXTERIOR WALLS: 2"X4" WOOD STUD. R-15 HIGH DENSITY INSULATION NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE AND ORDINANCES. DENSITY INSULATION TO ALL EXISTING EXTERIOR WALLS BY'CERTANTIEEO' OR APPROVAL EQUAL. UNLESS OTHERWISE NOTED PROV. SCREEN DOOR UNITS FOR ALL EXT. DOORS. NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND L'J NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATIONREGULATIONS OF THE N.Y.B.F,U AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE BY'CERTAINTEED' OR APPROVED EQUAL O INTERIOR CLOSET DOOR- t'4" X 8'8" SOLID PINE DOOR WITH RAISED PANELING. PROV. BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND EXISTING INTERIOR PARTITION TO REMAIN. PROV. 1 LAYER 1/2" GYP. BD. SOLID BRASS HINGES &SCHLAGE HARDWARE. WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. BOTH SIDES OF EXISTING WOOD STUDS. CLR. PINE 4"COLONIAL BASE TRIM. NEW ROOF: R-30 KRAFT-FA. INSULATION BY 'CERTAINTEED' OR APPROVED EQ. NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE z y- CRAWL SPACE: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES O _ INTERIOR CLOSET DOOR- 2'4" '8" LI X 6SOD PINE DOOR WITH RAISED PANELING PROV. NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L TO BE SUPPLIED BY THE SOLID BRASS HINGES &SCHLAGE HARDWARE. ELECTRICAL CONTRACTOR 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND NEW EXTERIOR PARTITION- 2"X 4" WOOD STUD WALL W/ 1/2" COX PLYWD. INSTALLED AS PER N.V.S. BUILDING CODE. r F') (PROV. (TYVEK WRAPPED &TAPED), 6" EXPOSURE PERF. WD. INTERIOR DOOR-2'4"X 6'8"SOLID PINE DOORS WITH RAISED PANELING. v cv CONDITIONS ON THE JOB. THE ARCHITECT MUST BEN T EXTERIOR 5 NOTIFIED OF ANY VARIATIONS NEW BASEMENT: R-10 RIGID FOAM 2'O" BELOW GRADE AROUND ENTIRE FROM THE DIMENSIONS SHOWN. SHINGLES PROV. 1 COAT BLEACHING OIL), 1/2" GYP. BD.(SCREWED ?APED) BASEMENT PERIMITER. O NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR PROV SOLID BRASS HINGES &SCHLAGE HARDWARE OUR. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL (HIGH DENSITY). BASEMENT CEILING: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE INSTALLED AS PER N.Y.S. BUILDING CODE. INTERIOR CLOSET DOOR- PAIR-2'6"X 6'8" SOLID PINE DOOR WITH RAISED PANELING. DRAWINGS UNLESS OTHERWISE NOTED. NEW INTERIOR PARTITION- 2"X 4" WOOD STUD WALL WITH 1/2"MO GYP. BD. O PROV. SOLID BRASS HINGES & SCHLAGE HARDWARE. DUPLEX ELECTRICAL RECEPTACLE O _ y r„ (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE A, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. PLUMBING LEGEND : O INTERIOR OORNGES &SCHLAIGE HARDWARE.WITH RAISED PANELING. PROV. WGFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT N `Ir PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, PROV. CEMENT WALL BD. FOR ALL TILE AREAS. 5 COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE O z .�. CODES. INTERIOR PAINT-TO BE "BENJAMIN MOORE” U.O.N. ONE COAT PRIMER AND __ _ LID PINE $SC DUPLEX SEPARATE CIRCUIT RECEPTACLE n� TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT C qz7 X a PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED HHS 1R3 .. HLA v0 WALL SWITCH (---� �/-� T 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO U.O.N. ALL TRIM SEMI-GLOSS. .P ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N Y.C. AND N.Y.SEXTER. .64a4aJ THE WORK OF THIS CONTRACT CONTRACTORS SHALL INITIATE ALL REQUIRED BUILDING CODES THAT APPLY TO WORK BEING COMPLETED PROV ALL O SOLID IBRASSOR OOH NGES &SCHLAGE HARDWARE.SOLID PINE DOOR WITH RAISED PANELING. PROV. $a 3-WAY WALL SWITCH T \ W b � INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. NECESSARY DRAIN VALVES. $a 4-WAY WALL SWITCH t ) �. PU 7. THE CONTRACTOR SHALLAT ALL TIMES KEEP THE PREMISES CLEAN AND IS FLOORING LEGEND : .F PROV. FLOOR DRAIN AND 10. GAL. SUMP, O PROV.EXTERIOR DOORS- BRASS HINGES &SCHLAGE HARDWARE, ( ISD 068LXRANELING. 1$JB CEILING MOUNTED JUNCTION BOX `/ L' RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. �T� 8, ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE HARDWOOD FLOORING-SELECT #1 WHITE OAK 2 1/4W., 15LB. FELT., HB PROVIDE FROST FREE HOSE BIBS. 9 LAD GLIDING F,W. DOOR, PROV. SOLID BRASS w . EXTERIOR DOOR- 9'0" X 6'1 O" C LI.�� ® O HINGES & SCHLAGE HARDWARE. ( IPD9068 OXO) F7JS WALL MOUNTED JUNCTION BOX ' . DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE W/ONE COAT STAIN.) r�1...�yN STARTING ADDITIONAL WORK. *S SHOWER HEAD ROVINTERI00LDID BRASS HINGES & SCOHLLAGE HARDWARE,ID PINE DOORS WITH RAISED PANELING. RECESSED DOWNLIGHT (100w) "LIGHTOILER" OR APPROVED EQUAL l -i SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED. uu 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING SUB FOR TILE AREAS TO BE SCREWED AND GLUED. E EXTERIOR MOUNTED DOWNLIGHT (100W) ^ '" PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS, WINDOW LEGEND : 11 INTERIOR DOOR- 30" X 60" PULL DOWN ATTIC ACCESS DOOR. REFER TO CONSTRUCT DRAWINGS FOR SIZES. TX T TERAZZO TILE OR ALT. AS GRANITE. ® OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE AS WALL MOUNTED DUAL SPOT LIGHT CU 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. WATERPROOF ADDITIVE MIXED IN NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE INTERIOR DOOR - 3'-0"X 6'-e" 1 1/2 HR. F.P.S.C. STEEL DOOR. UNLESS OTHERWISE NOTED. � NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST LL 11. "THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK 13 EXTERIOR DOOR - 3'-O"X 6'8"W/SIDELITES. "THEREF FAN/LIGHT WITH DUAL SWITCH AT WALL. BROAN" HEAVY DUTY UNIT u SUCH OR APPRV. EQ. CL SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEELWORK. NOTE: ALL WINDOWS TO BE MARVIN INTEGRITY WITH STANDARD MARVIN OR APP. EQUAL. ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE HARDWARE AND FULL DIVIDED LITES. ALLOW FOR EXTENSION JAMBS FOR A m PROCEEDING. 2"X 6" WD. STUDWALL. COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. cpF EXT. MOUNTED LIGHT WITH FAN O ICA 2931 O IDH 2252 © IDH 3052 .SD SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE HARD WIRED TO CENTRAL CONTROL BOX OD IDH 3060-2 Q OCTAGON 2-0 O IDHP 5056 T NEW TELEPHONE RECEPTACLE © IDH 3448HO IDH 3452 OI IDH 3452-2 C CABLE TV RECEPTACLE JO IDH 3452-3 OK IDH 3456 © IDH 3460 IDH 3460-3 O IDHTR 3016-2 OO IDHTR 3416 y VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) W © IDHTR 3416-3 © IRTDR7318 © ABOVE GARAGE DOOR. r \ 2" X 6" CLR. CEDAR DECKING Z ON 2"X4" SLEEPERS, W 0 NOTE: REFER TO BUILDING - > SECTION A-3 FOR rn W STRUCTURAL FRAMING - _ - Iv i Z -� 3 1 2"X 11 7/8" LVL / (FLUSH ABOVE) / - - -- _ 6"X 6" CUP. CEDAR DECK / _ __�_- MASTER BEDROOM - M POSTS. //� ia'-o"x 14'-0" ia'-6'x 17'-U'-- 1z-a" •1-0'9" 1 / \ \ OUTSIDE </ SHOWER A TTGFI I / �\ 31/?L( 11 7J8"LVL 3 1/21' X 11 7/8" LVL "I A -� (FLUSH ABOVE) (FLUSH ABOVE) A FLUSH i - I H _ -- Z -- KOXO / \ - / I \ TRAY CEILING. I _- \ de F — 0 IIRj / '^1 L PROV. B' DIA. COLUMN, (TYP. ALL) `I L \ . ' \ \ PRO . R-381NSLlL.� \ _ 1i '/ F \ z \ 9 Uo d I \ IN AL CLG. AA.?EASr 4' PROV. R 8 INS L. O w b \L f,REAS.)� /,\ ALL C G. AR AS P. AL AREA H % � X� — � � \ ESSLER MODEL7 I I / � IR APPR.EQ.ATTIC C,I,ESTAIR /U TOA IC / � 0 L @J _ \ - J O i `L�G�+i r.\ (FLU HA80VE) /I / - _ 0 I 7'-2", / ONT. RIDGE AM. \17� o 21-1„- � o o _ ¢ _. SII fi- - - - -0 - - — — 1 - - - - - - - - - - - - 3y�/I',. \ \ 1 HI ¢ / ` 3'-6" \ '// 5 \ ! PROV. R-38 1NSUL. \ \IN ALL CLG. AREA LU (T'P. ALL AREAS.) N ' N� 1 ® // / OF O H D " I zco m 71 2141. / PROV. R-381SUL. DN. oo J III 0 �0 - D D D IN ALL CLG. AREAS\ B Lo X m x m \ N 9 a (fYP. ALL AREAS.) 1 C N ' NQ&13,_6" W o 0 0 0 _ wollm m a a C m B C B E O \ W m ' n - . - - - - - - _ , - - , - _ - - - ' - . - - - ' - - - - , - , - FILENAME: _ PAP_2CP-CUR BEDROOM PROV. "TORCH DOWN" PVC ROOFING BEDROOM 1-15-02 13'-8"X15'-6" SLOPED TOWARDS FRONT. PROV. ALL NECESSARY FLASHING & DRIP CAPS. JJ�'p1 � "'B �Y76i SCALE: 0% lr 1/4"= 1 '0" o� 'Aa $�lC� C'' DWG. NAME: SECOND 3�p 'no2G LTi; FLOOR PLAN SECOND • LOOR PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: - ARETHE SOLE PROPERTY OFTHEARCHITECT. NO REVISIONS, CHANGES,AND/OR MODIFICATIONS 1 ,SO� Q, FT. SHALL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART A. 2 OR WHOLE IS STRICTLY PROHIBITED BY LAW. G I � NOTE: GENERAL CONTRACTOR SHALL F+I VERIFY THAT THE HEIGHT OF F—I z OF THE STRUCTURE SHALL NOT 0 EXCEED 35'-0" AS MEASURED BY v N SOUTHOLD TOWN . IF THE HEIGHT AFTER FRAMING THE SECOND FL. O z MEASURES HIGHER, ADJUST ROOF � ° PITCH AFTER NOTIFYING THE ARCHITECT ° a _ OF THIS FIELD CONDITION. O Z - 12 _ V.I.F ® - $ N - 6 � --_ ® — 13'_6" ❑ - 12 �4p' NOTE: F..i E T — GENERAL CONTRACTOR SHALL VERIFY _ U L A50FSHINGLE , (TYASPHALT THAT THE TOP OF THE BASEMENT SLAB ROOF SHINGLES. (TYP. ALL AREAS) OVER 15 LB FELT. PROV. "WEATHER WATCH" UP 2'-O" OF ROOF EDGE WILL BE AT 9'-7 " AS STAKED BY THE LLL1 _ _ O I ® � ® � L ® T ® ® ® l - — CONCRETE CONTRACTOR. �ull Z_7�L' - PROV. 6" EXPOSURE VINYL CEDAR IMPRESSIONS BY"CERT, INTEED" OR APP. EQ. 0-(P. ALL EXT. WALLS) J�'L TIFjI ly 1 - - - — - V.LF 7.615 u 4 NOTE: ALL WINDOWS TO BE MARVIN INTEGRITY - - FWITHULL STANDARD MARVIN HARDWARE AND FULL DIVIDED 2" X 6" ALLOW FOR EXTENSION JAMBS FORA 2" X 6" WD. STUD WALL. _' _� �== I_ ❑ ❑ PROVIDE 10""AZEK"TRIM OVER 5/6" CDX. - Y PLYWOOD BLOCKING (TYPICAL ALL AREAS) ® _ '.J ❑ ® ® J� - J r�r ® ® ® J - C Z ILL Lu 0 SII r _ Z I 71 ❑ CJI❑ F ❑❑ ❑ � u u - ly El Lu - - ❑ ❑ ❑ I� ❑ E� UI W PROPOSED F711 PROPOSED GRADE AWAY �I tJ GRADE AWAY r/1 InJ�J Ln.L 1..1. FRONT ELEVATION Q d. Q Lu z PROV. 40 YEAR "GAF"ASPHALT O a _ ROOF SHINGLES. (PYP. ALL AREAS) - O OVER 75 LB. FELT. PROV. "WEATHER - W WATCH" UP 2'-0" OF ROOF EDGE. -- JII _ _ — - a. _ - F _ - a w D L t . _ Z PROV. 6" EXPOSURE VINYL CEEA - L - IMPRESSIONS BY"CERTAINTEED" R J iT F hl- - APP. EQ. (TYP.ALL EXT. WALLS) I� LI O TJ _ J L ' [ O _I _ 111 - I r L N U ^� 0 O 0 F F F ® N N N . ` N o N Ll FILENAME: L I- - ' Cti a .r Fnzti Jt PAP_4ELEV_CUR ,u�,�«�,� �6T � .�'1���i� � ��i r� 4�❑( _ e��� �, -�,� ��n,.� $'�.�^ a6��3o�fV�,�'cye,a scALe oCil 5 r PROV. 6" EXPOSURE VINYL CEDAR TN"6dmtrvlrveelA�1 Y � , Irr'b-� �� DWG. NAME: IMPRESSIONS BY"CERTAINTEED" OR APP, EQ, (TYP. ALL EXT. WALLS) ELEVATIONS LEFT SIDE ELEVATION RIGHT SIDE ELEVATION THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO - ARETHE SOLE PROPERTYOFTHE ARCHITECT. NO REVISIONS.CHANGES,ANO/OR MODIFICATIONS SHALL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION A SY THE ARCHITECT ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A . 4 NOTE: r Tl GENERAL CONTRACTOR SHALL VERIFY THAT THE HEIGHT OF I--i o SLI OF THE STRUCTURE SHALL NOT EXCEED 35'-0" AS MEASURED BY v N SOUTHOLD TOWN. IF THE HEIGHT O AFTER FRAMING THE SECOND FL. z MEASURES HIGHER, ADJUST ROOF ° y PITCH AFTER NOTIFYING THE ARCHITECT $ a N OF THIS FIELD CONDITION. U 1= 0 W � xN ,> NOTE: GENERAL CONTRACTOR SHALL VERIFY1--1 � THAT THE TOP OF THE BASEMENT SLAB WILL BE AT 9'-1 " AS STAKED BY THE CONCRETE CONTRACTOR. PROV, 40 YEAR "GAF"ASPHALT ROOF SHINGLES. (TYP. ALL AREAS) OVER 15 LB. FELT. PROV. "WEATHER WATCH" UP 2'-O" OF ROOF EDGE. oil W Z X PROV. CRICKET W/SOLID TORCH - UJ 0 DOWN FLASHING. _- MASONRY FIREPLACE W/EXPOSED i WESTCHESTER GRANITE FACEING U) T - ---- -- -- -- _ - W Z PROVIDE 10" "AZEK"TRIM OVER 5/8"CU". - -- PLYWOOD BLOCKING (TYPICAL ALL AREAS) _ _ SEC. FL. CLG. __ — - SEC. FL. CLG. 1'-0" +/- NOTE: '-0" +/- NOTE: ALL WINDOWS TO BE MARVIN INTEGRITY WITH STANDARD MARLIN HARDWARE AND r/1 FULL DIVIDED LITES. ALLOW FOR EXTENSION JAMBS FOR A 2" X 6"WD. STUD WALL. - T ® ® ® ® ® ® ® L � . s'-10"T.o.w. 8--0' C.H. nn PROV 40 YEAR "GAF"ASPHALT - - - 34-8 ROOF SHINGLES. (TYP. ALL AREAS) WATCH" UP 2'-0" OF ROOF AREAS) OVER 15 LB. FELT. PROV. "WEATHER Li I��C_ '' ❑❑❑ 1- I 7I��rI - �®_ �Jr U"F L SECOND FL. 1'-O rr 6-10"T.O.W 9'-0" C.H. �QWAL.L IZ_0 O a I PROV. 6" EXPOSURE VINYL CEDAR IMPRESSIONS BY"CERTAINTEED" OR _ W APP. EQ. (TYP. ALL EXT. WALLS) _ L .��.►�� t -�-. L-.,_- _- - - - - - - - - � � ;..:.,i:qs�..jy;v,uc'a... d�..v..�:,`..'sVP`Fai£cEr.: n�f�. ..�k:.,Cx..:�r."�� 'GY-�..q.�/o=."�+•�,',.�,$:3�':s:"'�. 3�' , °,ro�,�5.v,r'':Y<:3F2':,:i'^":,:-9`w�.�,.;.",N`r+>n<:;..:a'v��..u. :��,5 lrUX8,:.:<...,<ea[c,:+>m—a - -SS7,<—cgr.,;, i:£,:a"r.'.. `i'<:,.f....:.�.j."4p,.`r:,y>,;,.,✓.p::3.v:."rr.':.`�l'i ,�c'v,.:...:,.v,.�3ak:,.C ..;<,,:.5<..>;..�.S...•�/.:,'..'"3:d4:"a'w4j:s 3x4.c+k>x..£.�..:<:..2tc,y{:y:;, p,`�":uTrj ,�,.5` $a'��.;r�u�:`;;.,..•:�.€•,;:,'..YVf�". sb7'�-.�'�b`�.�-(, <� � FIRST FL. -- - - - - - - -- - - - - - - - - - - - --- ; w :v , BA SEM EN T SLAB - - - - - - - STONE (BY OTHERS) D.� vNW -Moir EXISTING GRADE -OII B . H . 4o P. CONC. SLAB. i - Ha 9 O HT. w i li D - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L-- - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - i g Q Q IT 0 9 .2' 9. 1 ' 10.4' 9.0' FLOOD ELEV. 0 I- 0 z z z U w w O U U ^� 0 O 0 O D O W W W N N rp N N N a REAR ELEVATION o 0 0 D m ° FILE NAME: PAP 4ELEV CUR 8-1-02 abyt SCALE. 1/4"=1 '0" DWG. NAME: A PROPOSED ELEVATIONS THESE DRAWINGSAS 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. 4- 1 BYTHEARCHITECT ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW 3-o y k--L> r Vi EXISTING WELL z 0 VACANT VACANT F;; OOINPLY WITH CMAp1'FR�gg� FLOOD DAMAGE PRV&-MN C ' LATHAM 8o�oLM TOWN Coo z LANDS END ROAD (ASPHALT PAVEMENT) V LAN wry E 150' - .- S $8° 57'40" E 12.48 55 . 00' R = 30.001 L= 47 . 12' /^EXISTING / i'- - f� WELL © 10.9 \ / / n/'0 / fi \ X m O I ' z Lo Z ' T 6O, lrj`� N Q W0 I / Lu t� I z PROPOSED frW DRIVEWAY 0 41/ i Q �� --,� d Z J` I , � � u, 00 Q � ( o z � 0 . r /. ��? 1 ; VACANT VACANT ^ w 5 LANDS END R LAT � �� c� ] � u ROAD o (ASPHALT PAVEMENT)50' LA N E r , - z S 88° 57'40" E � = 12.48 55 . 001 ' ' R = 30.001 '�' a N 11 .8 - - - — _ , a. � � 0) - L- 47 . 12 (� b a EXISTING WELL 10.9 0 — / m 0 O / c i O Lo 150' / 4� / / U N 11 <U Q Z Q / o 2 2 rs 0 �Wl PROPOSED Y > U Y i = O DRIVEWAYZ o Q fr dZ Q } 00 _ O w W0 z fn u) W 7 Bi_]i W W O QO /I �/ I In Iocy � / — a o 6i% ,— 1 Z 0 CL d' �/// i i W / / AAS ' 'O' �'�•� U 0 / /T / 150' QO O F�A ,j O CL n /VJ / RFU'kSFO � � �\����� s ✓� `� ��j� �0� (0 O V � OD' \� oEc 12W ���ted f , , y Iso' O 7/rJ i,,, BLDG DEPT //�� LITNOLD LL 9GF� 0 RESERVED UDRAINAGE EASEMENT. 11 .4 L 1 I a FOUND CONC. 0 Q w MON. 0.5'S. OA�W. Z LOT 15 Y I O /co N 0 (30c PROPOSED U WELL Z + W I qpA � - - - - J ¢ ❑ y RDkiMgr > �f,1110b 0 7 m R iM W r Z XIW �A9/� O U m 21Di NgGF, \ 150' 0 0 O a N ajz �SFMSN > ❑ ❑ r OO w m I RESERVED � \ O 1 DRAINAGE EASEMENT. T O o C.A.T.V. \ O 7 o n N a 11 .4 j JUNCTION BC K v�n J N V 5714011 V V 7.7 FILENAME: 179 . 401 PAP_SITE_CUR V5/28/01 LOT 14 \ SCALE: DWELLINGDWG. NAME: B SITE PLAN l �19 DWG. NO. 0) �Y . - A. SITE