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HomeMy WebLinkAbout25808-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-27405 Date: 11/15/00 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1495 GIN LA SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 88 Block 4 Lot 12 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 25, 1999 pursuant to which Building Permit No. 25808-Z dated JUNE 21, 1999 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 FAMILY DWELLING WITH ATTACHED 2 CAR GARAGE, IST FLOOR & 2ND FLOOR DECK ADDITIONS 7 FRONT ENTRY AS APPLIED FOR. The certificate is issued to WALTER & SUSAN SCHNEIDER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-98-0013 09/28/00 ELECTRICAL CERTIFICATE NO_ N-531474 07/27/00 PLUMBERS CERTIFICATION DATED 11/0_1,/00 ALL ISLAND PLUMBING (I � 'k ll?ao—A0 /- - Autho ize Signa e Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 25808 Z Date JUNE 21, 1999 Permission is hereby granted to: RAYMOND F CONLIN 86 RANSOM AVE SEA CLIFF,NY 11579 for CONSTRUCTION OF NEW SINGLE FAMILY DWELLING WITH ATT. 2 CAR GARAGE 1ST FL DECK ADD, 2ND FL DECK ADD & FRONT ENTRY AS APPLIED FOR & TO CHAPTER 46 . at premises located at 1495 GIN LA SOUTHOLD County Tax Map No. 473889 Section 088 Block 0004 Lot No. 012 pursuant to application dated MAY 25 1999 and approved by the Building Inspector. Fee $ 855 .40 Author- d Sign ure ORIGINAL Rev. 2/19/98 f Form No. 6 (p� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 Le" 5 2000 APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submibuilding inspector with the following: for new building or new use: Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) . 3. Approval of electrical installation from Board of Fire Underwriters. C> Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and '.'pre-existing" land uses: 1 . Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor :in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildine - $100.00 3. Copy of Certificate of Occupancy - .2541 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - (tesidential $15.00, Commercial $15.00 Date . . . . . . . . . . . . . . . . . . . . . . . . . New Construction. . . . . . . . ppOld Or Pre-existing Building. . . . . . . . . . . . . . . . . Location of Property.. . . r`f1.-? 6/N 4,4- . . . . . . . . . . .. . . . . . . . . . . . . . SOW;Y Vo[tj. . . . . . . . . . House No. Street Hamlet � of. Property. . .or Owners ofP roperty. . . SGSR N Ay . QC r S'.lyNt/1?E.p 117389 \Zounty Tax Map No 1000, Section. . 088. . . . . . .Block. . f� . . . . . . .Lot. . . !�/7. . . . . . . . . . . . . . Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . Permit �. . . . .Date Of Permit. . . . . . . . . . . . . . . .Applicant. . . . . . . . . . . . . . . . . . . . . . . . . . . . . Health Dept. Approval. . . . . . . . . . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . . . . . . . . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . . . . . . . . . . Fee Submitted: $. . . . . . . . . . . . . . . . . . . . . . . . . V. • . .��.•.� . . . . . . . . . . . . APPLICANT co���y65 Town Hall,53095 Mein Road y Fax (51 E)765-1823 P. O. Sox 1178 p . '1' Telephone (516)765-1802 Southold, New York 11971 f, ®► d.N ,{I OFFICE OF THE ' Wk SING INSPECTOR TOWN ' c= SC 'JTHOLD C E R T 1 F T C A T I D N DATE: Building Permit No. Owner: ' LTr,Q v4 SGlS!} N ;s (please print.) ;� Plumber: SAL A Z/4 ,CAr7'C- �.4e-c ZSe-Aw,0 P1IfM,8/N(; (please print) I certify that the solde,: use- in the water supply system contains less than 2/10 of 1% 'lead 1 ers u 1 tore) _..._ Sworn nto before me this day of Alp ',As �rTd o Notary Public, cfyi ce u�LhC ity STEVEN M. LUCAS Notary Public State of New Vbrk[ No. O3W4622115 Qualified In Suffolk Couu��1yy Commission Expires May 37,20 W- rd 1ajse:s� OOO . sQ •6 y crt �k ALL ISLANDPLUMBING Transmittal 237 Greeley Ave. Sayville, MY 11782 BILLING DATE o1-Nov-co TERMS transmittal COMPANY NAME: Jack B rady custom builder ADDRESS: bluepoint, N.Y JOB NAME: Walter Snider at 1496 Gin Lane PHONE NUMBER 363-4722 FAX NUMBER ARCHITECT QTY UNIT DEW Agimm UNIT PRICE AMOUNT This letter is to certify that all tubishower faucets installed at 1496 Gin lane are pressure balanced I anti scald type. r ; MARTHA H.MITCHELL Notary Public State of New York No.499588y,Suffolk Coun Commission Expires May 4, a- PLEASE NOTIFY US IF THERE IS AN ERROR Total Due Other DATE 01-Nov-00 TOTAL DUE 01-Nov-00 Approved by Date 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. SECTION A-PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME // / Policy Number w+Vl-T'Ll d- Sr)Svav sGn A)IdIt6e BUILDING STREET ADDRESS(Including Apt.,Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Company NAIC Number �/// /u /-,1 Iva- CITY e CITY SOU'ThO1 STAIN- /r92y IP CODE PROPERTY DES /DCX7 —CRIPTION(Lot nd Block Numbers,Tax Parcel Number,Legal Description,etc.) f78 -DV—/z BUILDING USE(e.g.,Residential,Non-residential,Addition,Accessory,etc. Use Comments section if necessary.) )et'S/f7C'Vyy of LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: IJ GPS(Type): ( ##°-rY#'-tpt.##" or ##. °) IJ NAD 1927 LI NAD 1983 LI USGS Quad Map IJ Other: SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2.COUN ME 33.STATE 7&1uvv o,.Soffit' ( 36cllo/.3 Sv /t �• y B4.MAP AND PANEL B5.SUFFIX I B6.FIRM INDEX 87.FIRM PANEL B8.FLOOD B9.BASE FLOOD ELEVATION(S) NUMBER runic EFFECTIVE/REVISED DATE ZONE(S) (Zone AO,use depth of flooding) /GG 1 G MA -t, 646 I A Z 8 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. LJ FIS Profile I� FIRM IJ Community Determined IJ Other(Describe): B11. Indicate the elevation datum used for the BFE in B9: IY.I NGVD 1929 U NAVD 1988 IJ Other(Describe): B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? U Yes JXJ No Designation Date: SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: LlConstruction Drawings* IJBuilding Under Construction* IZC(Finished 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,V1430,V(with BFE),AR,AR/A,ARAE,AR/A1-A30,AR/AH,AR/AO Complete Items C3a-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 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? LI Yes CpJ No Ela)Top of bottom floor(including basement or enclosure) .�_ft.(CA) .- • 0 b)Top of next higher floor // . y- ft(pQ 03 `* ❑ c)Bottom of lowest horizontal structural member(V zones only) — ft.1- 1 o N � H LAN v90 El d)Attached garage(top of slab) 9 .Z ft-40) E g O e) Lowest elevation of machinery and/or equipment servicing the building // . `�ft.(I� E ' k ` ❑ f)Lowest adjacent grade(LAG) -7 7 ft.(A'f) :z.05 r%+ w ❑ g) Highest adjacent grade(HAG) 1 . 3 ft.(er) O h)No.of permanent openings(flood vents)within 1 ft.above adiacent grade, 11- OP rr t ❑ )Total area of all permanent openings(flood vents)in C3h 2 sq. in.(sIlElp) SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine orimprisonment under 18 U.S. Code, Section 1001. CERIFII ALICENSE NUMBER jHO TITLE COMPANYNAM Ar � -4, HOp• �U�✓�° �6S ADDRESS N- TAE COUnO v1V&eCRC SIGNATURE DATE 6 _Z7 � TELEPHONE 631, 7y�ZO D FEMA Form 81-31,AUG 99 EE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces,copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS(Including Apt.,Unit,Suite,and/or Bldg.No.)OR P.O. ROUTE AND BOX NO. Policy Number f� Lq+tl Ei CITY �(/ O/`) STATE C� //y7%IP CODE Company NAIC Number Trt' f 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 1_1 Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zone AO and Zone A(without BFE),complete Items E1 through E4. if the Elevation Certificate is intended for use as supporting information fora 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 LI_I ft.(m) I—Llin.(cm) U above or 1_1 below (check one)the highest adjacent grade. E3. For Building Diagrams 6-8 with openings(see page 7),the next higher floor or elevated floor(elevation b)of the building is I—I-1 ft.(m) IJJin.(cm)above the highest adjacent grade. 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? 1J Yes LI No IJ 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,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS I—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 Rem(s)and sign below. G1. 1-1 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. U A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AD. G3. L-1 The following information (Items G4-G9)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: L-1 New Construction L—I 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: LO AL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DAT COMMENTS 1J Check here if attachments FEMA Form 81-31,AUG 99 REPLACES ALL PREVIOUS EDITIONS �SUFFoc�.�, Town Hall,53095 Main Road p .c Fax(516) 765-1823 P.O. Box 1179 Telephone(516)765-1802 Southold,New York 11971-0959 Oy �yC A BUILDING DEPARTMENT TOWN OF SOUTHOLD OCTOBER 28, 2000 WALTER & SUSAN SCHNEIDER 1 ALMA LANE EAST NORTHPORT, N.Y. 11731-3708 To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons : An application for Certificate of Occupancy is not on file . (Enclosed) No Underwriters Certificate on file . The check is (not on file. ) $25 . 00 No Health Department Approval on file . \ No final inspection has been made . \�I XX No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1 , 1984) . BUILDING PERMIT # 25808-Z * Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. *ELEVATION CERTIFICATE REQUIRED BEFORE CERTIFICATE OF OCCUPANCY CAN BE ISSUED. THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 E 1000121 BUREAU OF ELECTRICITY I r 40 FULTON STREET, NEW YORK, NY 10038 I Date JUVi 27,2000 Application No. on file 159312eei.00 11 531474 THIS CERTIFIES THAT F only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of E VALTER & SUSAN SCHN£IDEP-, 1495 GIN LANE, SOUTHOLD, NY p in the following location; ❑ Basement M Ist Fl. ® 2nd Fl. GAR/ATTIC,10UT Section Block Lot F was examined on JULY 20,2M) and found to be in compliance with the National Electrical Code.. i FIXTURE RICEPTACIES SWITCHES FIXTURES RANGES COOKING OVENS DISH WASHERS EXHAUST FANS F OUTLETS INCANCESCE FLUORESCFM OTHER AMT. K.W. AMT. K.W.K.W. AMT. 1 K.W. I AMT. I K.W. AMT. I H.P. I 49 44 S2 43 6 1 3.5 1 1.2 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULiI.OUTLET DIMMERS SYSTEMS AMT. K.W. Oil N.P. GAS H:P. AMT. NO, A.W.G. AMT. AMP. AMT. AMPS. TRANS. AM. N.P. NO.OF FEET AMT. WATTS 2 F - SERVICE DISCONNECT NO.OF S E R V I C E METER NO. CC 0. A.W.Q. A.W, A.W, REEF. AMP. TYPE EQUIP. 1/R1N 1/JW J/JW J/eW PER OF CC.CONO. NO,Of HI-LEG Of NI-EEG NO. NFIIFRAIt OF NELNRAL 1 200 Cr, 1, X 1 2/0 1 2/0 OTHER APPARATUS: PADDLE FANE F-3 AIR CONDITIONERS-2 2 WIN-1 3 1/2 TON-1 MOTORS- 1-2 H.P. ,1-3.5 H.P. ,2-F H.P. PANELEOARDSr2-1 CIR. 60 G-.F,C.IL-11 S1101M DETECTOR:-4 1 Continued on Page 2 r» Q_/•E.ri GENERAL MANAGER EPer This certificate must not be*listed in any manner;return to the office of the Board If Incorrect. Inspectors may be Identified by their credentials. COPY FOR BUILDING DEPARTMENT.-THS Y F CERTIFICATE MUST NOT HE ALTERED IN ANY MANNER. - r. THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 2 t r1000121 BUREAU OF ELECTRICITY E 40 FULTON STREET, NEW YORK, NY 10038 Date TT1A 27,20(@1 Application No. on file 19 t31200/0O N 531474 F THIS CERTIFIES THAT & only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of s WALTER & SUSAN SCHNEIDE.R, 1495 GIN LANE, SOUTHOLD, NY pTr-'1R in the following location, El Basement ZI Ist Fl. u 2nd FL CAR/ATTIC'CUT Section Block Lot v JULY 20,2M) " was examined on and found to be in compliance with the National Electrical Code. V n v FU TLRECEPrACIES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS E OUTLETS INCANCESCE FUIORESCEM I OTHER AMT. K.W. AMT. K.W. AMT. N.W. IAMT. N.W. AMT. H.P. D L L DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AM. K.W. OIL N.P. GAS H.P. AMT. NO. A.W.G. All. AMP. AMT. AMPS. TRANS. AMi. H.P. NO.OF FEET AM. WAS t L L , SERVICE DISCONNECT NO.OF S E R V I C E _ METER AM. AMP. TYPE EQUIP.11 03WNO.OF CC GOND. A.W.G. A.W.G. A.W.G. l AMT. AMP. TYPE EQUIP.11 R PW 1 SW 3!3W J B IW PFR a OF CC.GOND. NO.OF HIAEG OF HIdEG NO.OF NFUTRAIS OF NEUTRAL t L C OTHER APPARATUS: i L rL ; PAUL R. BURNS LIC.#3897 td,. PO BOX 1061 SOUTHOLD, NY, 11971-0932 GENERAL,MANAGER Per This certificate must not be altered In any manner; return to the office of the Board If Incorrect. Inspectors may be Identified by their credentials. MP lof imp Sit imi 11111111111 mi In 9111111 NMI imi ffill I'm COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. �dv.+J TJ J �T t o T t,t w \�Ue'l-�) SS by\ 0 � �1v�v�A Sc1,r�c1eF }J0.\rev 1 Scl�ret�er , exec jkA Ra� ) DEBORAH J.SANCHF2 Notary Public,State of Naw York No.52.4864439 Comm�ieaiatongEzpf SuNo1k County. 3a a b /fw-� ` . ;Aal DALE NO ARYCPUBLIC nj_,-ryCfi004309 STA'fci OF NY ALIFIFO gi SUFFOLK COUNTY COMMISSION EXPIRES MAR. 23, 20 �a QU 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION I l FRAMINGA41 FINAL [ ] FIREPLACE & CNIMNEY REMARKS!: ,DATE INSPECTOR - \ 70-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST ( ] ROUGH PLBG. [ ] FOUNDATION 2ND ( ] INSU ATION [ ] FRAMING [ NAL [ ] FIREPLACE A CHIMNEY REMARKS DATE �� �/`v INSPECT — a TO: /e ACKBRADY JOB NAME: CUSTOM BUILDER INC . SUBJECT: DATE: 76 Park Street • Blue Point,New York 11715 (516) 363-4722 • Fax: (516) 363-8822 PAGE: DESCRIPTION: ,--------- ° , U . --� ------- ... . . � 7 49 415 O!z -R .. WHITE COPY - FILE YELLOW COPY- FIELD -_ TO: JACKBRADY JOB NAME: CUSTOM BUILDER INC . SUBJECT: DATE: 76 Park Street • Blue Point,New York 11715 (516) 363-4722 • Fax: (516)363-8922 PAGE: OF DESCRI ION .19 /71 ....... ........ . .......... .... .... _ ........... ------ _. __ ... ............ .. _ . _ WHITE COPY- FILE YELLOW COPY- FIELD ° M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING [ FINAL(;' W � [ ] FIREPLACES CHIMNEY ll REMARK'S: DATE cJ i1 acs INSPECTOR 765-1802 BUILDING DEPT. I NSPECTIO [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE A HIMNEY RE RKSi: k- r J �. � Az/ ws � DATE � INSPECTOR C77- 7W-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ ] FRAhJING [ ] FINAL [ ] FIRE12LACE & CHIMNEY REMARKS: ky 1� % 'sj � y 4 DATE 3 INSPECTOR, G 765-1802 BUILDING DEPT. iJ INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [V]�-F`kAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 1 �` DATE INSPECTOR ALTA PLt7M82NG Transmittal 237 Greeley Ave. Sayville, N.Y 11782 BILLING DATE 09-Sep-00 TERMS transmittal COMPANY NAME: Jack Brady Custom Builder ADDRESS: Bluepoint JOB NAME: Walter Snieder 44 /y9S 6 N Z4tiE PHONE NUMBER 368-8210 FAX NUMBER ARCHITECT OTY UNIT 29VORMN UNIT PRICE AMOUNT This letter is to certify that all shower bods Installed In the house are pressure balanced anti-scald type valves.Also that all solder used in house Is lead Tree solder. r STEVEN M. LUCAS Notwy Public Stats of N"Nall No. 0{LU41=115 Qual100 IEN Me 31,2Q�.. PLEASE NOTIFY US IF THERE IS AN ERROR Total Due Otter DATE 09-Sep-00 Credit TOTAL DUE _ 09Sep-00 Approved by Date 765-1802 BUILDING DEPT. [INSPECTION [ ] FOUNDATION IST [ ] ,R"GH PLSG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE INSPECTOR . i TO: JACKBRADY JOB NAME: CUSTOM BUILDER INC . SUBJECT: DATE: 76 Park Street • Blue Point,New York 11715 (516) 363-4722 • Fax: (516) 363-8822 PAGE: J OF 00 i- . -- 1-y-,-��'P � - -- dam- :�© iP -40 - G ' e- YL #� - 7f*p 70 ..... . . ll�? .... - ..... ..... WHITE COPY- FILE YELLOW COPY- FIELD 765-1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING ( ] FINAL [ ] FIREPLACE & CHIMNEY REW%RKS: / (V/:::f DATE INSPECTOR 1 , JUDITH T. TERRY j ig G+=.'.'. . R Town Halt, 53095 main Row TOWN CLERK P.O. nor 1179 •� tP Southold, Ne« Turk I I'171 REGISntAR OF VITAL.STATISTICS �✓i^ (? `" O Fax (516) 765-1823 MARRIAGE,OFFICER y\b Tcicphonc (.5 1(,) 765.1901 RECORDS MANAGEMENT OITICER FREEDOM OF INFORMATION OFFICER ' OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS 1S TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold : "Floodplain Development Permit Application" [FDP(93)] , and "Certificate of Compliance for Development in Special Flood Hazard Area [CIC(93) ] . IV!1 S L.+✓l1. D&r. TOWN OF S0J7I+0LD Audit Southold Town Clerk August 25, 1993 APPL1CATiON #_ PAGE 1 of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1• GENERAL PROVISIONS (APPLICANT to read and ci )7 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE, TO THE BEST OF MY�KNOWLEDGE, TRUE AND ACCURATE. (APPLICANTS SIGNATUREt -�17Y DATE 61-9 S/S SECTION 2: PROPOSED DEVELOPMENT (To be completed by APPLICAN"fl T NAME ADDRESS TELEPHONE BUILDER ENGINEER PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. l'f95 (h(�J L7/7 C1uFh�t l FDP(93) APPLICATION r PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE IP New Structurel� Residential (1-4 Family) ❑ Addition 1j Residential (More than 4 Family) ❑ Alteration ❑ Non-residential (Floodproofmg? ❑ Yes) • Relocation 0 Combined Use (Residential & Commercial) ❑ Demolition ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? 0 Yes) ESTIMATED COST OF PROJECTS ISd,pd p B. OTHER DEVELOPMENT ACTIVITIES: f�Fill ❑ Mining O Drilling Q1 Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) • Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) t'i"Individual Water or Sewer System 0 Other (Please Specify) After completing SECTION 2,APPLICANT should submit form to Local Administrator for review. ,SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. . Dated The Proposed Development: 13 Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) 0 Unavailable O The proposed development is located in a ]loodway. FBFM Panel No. Dated ❑ See Section 4 for additional instructions. SIGNED DATE APPLICATION # PAGE 3 OF 4 SECTION 4: ADDITIONAL INFORMATION REQUIRED (To be completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can, be processed: ❑ A site plan showing the location of all wasting structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and specifications,including where applicable:details for anchoring structures, proposed elevation of lowest floor (including basement),types of water resistant materials used below the first floor,details of floodproof ng of utilities located below the fust floor and details of enclosures below the first floor. Also, ❑Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofng protection level (non-residential only) Ft. NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other: SECTION 5, PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A. ❑ Is B. O Is not in conformance with provisions of Local Law #_, 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPLICATION # PAGE 4OF4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of 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. 1. Actual (As-Built) Elevation of the top of the lowest Moor, including basement (in Coastal High Hazard Sys, boltgm of lowest structural member of the lowest floor, excluding piling and columns) is: It FT. NGVD (MSL). 2. Actual (As-Suit) 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? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8• CERTIFICATE OF COMPLIANCEfTo be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area r � TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. � S �in L9�R PERMIT DATE SbH !-hir OWNERS NAME AND ADDRESS: cc CHECK ONE: ��4` Y l✓a�teQ -XIS f e« , NEW BUILDING ❑ EXISTING BUILDING !aS mg4-A//�wT (1y 11,7 ❑ 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 # , 19y AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC(93) ' i p, , EM / s .: 1r,,, - -lei ■■��,�����/'� 2 51999 -(: i BOARD OF HEALTH ... .... . . . . . . FORM 110. 1 3 SETS OF PLANS . . . . . . . .. . .. . . BWG•DEPT TOWN OF SOUTHOLD SURVEY ..• 1bWN QFC -' BUILDING DEPARTMENT CHECK ... ...... ... ....... . . .. . TOWN HALL SEPTIC FORM . ... ... . . ..... . . . . SOUTHOLD. N.Y. 11971 TEL: 765-1802 NOTIFY: CALL 3� . .� Examined. .. C/..., 19.1 . MAIL TO:.. . . . . . . . . ...... . Approved.. L 19. � 25- PermitNo. .. .r. .............................. Dia/c .................................. .............................. ...................................................... BuildingIr tor) APPLICATION FOR BUILDING PERMIT Date. . . .:3 laA. . . . . , 19� i INSTRUCTIONS a. This application most be completely filled in by typewriter or in ink and submitted to the Building Inspect 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot .plan showing location of lot and of buildings on premises, relationship to adjoining premises or publi streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part 'this application. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. permit shall be,kept on the premises available for inspection tnrougbout the work. e. No building shall bre occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the building Inspector. APPLICATICH IS BEE= MALE to the Building Department for the issuance of a Building Permit pursuant to the Building Zane Ordinmr a of the Tbwn of Southold, Suffolk Canty, New York, and otter applicable Laws, Ordinances or PuWAaticns, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. the applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. .... ....... n................................ (Signature of applicant, or none, if a corporati- Ae ....�*??�..�. osfi Ivgthp � Obiling address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or It pLtRC�i6�s.�lj............................/........................................................................ VNone of owner of premi JlP7t{..(,.0.0111)..................................................................... (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ......................................................... (Nave and title of corporate officer) Builders License No. ......................... Plumbers License NO. .......................... Electricians Lim No. ..................... Other Trade's License No. .................... 1. location of land an whidr proposed work will be done......................................................... ........... . . ........ ..................................... ............... House Uxuber Street Hamlet Canty Ta:Map No. 1000 Section ....... . .... Block .....f.........gqBat ... ..�s :.... Subdivision ..:1t�t . Hg v ........... Filed Map No. ... .LIY.... Lot ....1.5........ (Name) 2. State existing use and ocngkmcy of premises d intended use and occupancy of proposed construction: a. Existing use and occupancy ........'l lt'; Com^;�... .......................................... b. Intended use nod occupancy ........® N C �l x�✓1 I L, f T—Ll)L—�-i.I k)(� ..................................................................... 3. Nature of work (check which applicable): New Building ....`.''..'... Addition .......... Alteration .......... Repair ............ Removal ............. Demolition ............ Other Work .................................. . (Description)` �.,,�. . .:.. ._. 4. Estimated COSA 152,RQ:i2........... fee .............................................. E (to be paid an filing this application}-''- 5. If duelling, number of dwelling units .J......... timber of dwelling units on each floor ._... T140 -hn If garage, number of cars ....... Z............................. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use...................... 7. Dimensions of existing structures, if any: Front....N ...... Rear ............... Depth ................. Height ......................... timber of Stories ...................... Dimensions of same structure with alterations or additions: Front ............... Rear ............... Depth .................... lleight .................... tinber of Stories ............. 8. Dimensions of entire new construction: Front ....P.q S' ... Rear ....(4). i -'D.. Depth . eJ �. ..... � „ / Height .d4.1-L................ timber of Stories I...�..1r2........... 9. Size of lot: Front �Veo1 . Rear .....1� O�.bb !... Depth .....P2'7: PO.I 1n Ga9tR9t+- �h O L)/21.. 10. Date of Purchase pAQ& '!�........... deme of Former Owner ..l-JWIQ12✓0...r.....G .(✓............. 11. Zone or use district in which premises are situated .. d..................................................... 12. Does proposed construction violate any zoning law, ordinance or regulation: .X1.0 ................... 13. Will lot be regraded I! .�?....... Will excess fill be removed from pcmuses: YES 14. Names of Owner of premises 4,4%.'CH.4N.R..F...�IIYUNAddress6&?RG!?� j1.��Ps.SPgC(:� Ph6ne No. .......... Rn4b pug Sl-1 n� SIG 7512-aep.S Nae of Architect ,r''�.T7�!-?nf?-e..24:.VPh."E/ ......... Address :!��!3!�'r.�'9.�.C!.`:y.l��'�. Phone No. .......... Name of Contractor ''M4 ............................. Address ...............................None tis. .......... 15. Is this property within 300 feet of a tidal wetland? * YES .......... NO .!l..... *IF YES, SOUIIIID WE TROSM MMT MW BE MQUIM. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street nacres and indicate whether interior or corner lot. SPA1r OF MU YYoo��cc, ' SS oarNtY or ...!?'.q SS4k........ 5usQrL //. SGtneide� ..... ...............being duly sworn, deposes and says thatShe is the applicant (Name of individual signing contract) above named, Ileis the ................................................................................................... (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this a ......d ofct.'T��CL—..19 Notary Public ........... T2n]......... ..............�......�..... 660y CNo;rry ....t.r.ti.R..',. ... Public (Signature of Applicant) We of New'e-A k01C•05835090-Nassau Gounfy layCommiss;onExpires _aid BUIL DI G PERMIT REVIEW CI-�ECCK LIST Application Name: Architect/Eng ineer: SCTM #: District: 1,000 Section: �y Block: A-4 Lot: Subdivision Name: Alxr— " Q_ Req. 7 S RW• t70 Zoning District:' ` t0 [L.ot siu: e � Proposed: '' [Lot coverage �roposed:�� Req OF/ /Req /0/ Req. / [Front Yard /L Proposed: //. [Side Yard Proposed: [Rear Yard 1*5- Proposed: -37 1 Project Description: 2Z��t �4� AGENCY PERMITS Permit REQUIRED FOR REVIEW Number Suffolk County Health Dept. S New York State D. E. C. v Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: Notes: 61 00, of ofCaG�i'r't SURVEY OF LOT 13 ° MAP OF BAY HAVEN FILE No. 2910 FILED JANUARY 22, 1959 SITUATED AT If SOUTHo TOWN OF SOUTH0LD 3Y, SUFFOLK C TTY , NEW YORK ° S . C . TAX N 1000 - 88 - 01 _ 1 - 12 9 SCA E 1 " =30'p�- 0y-/�. JANUARY 998 NOVEMBER 5, 1998 REVISED PLOT PLAN AREA = 17,500.00 sq. ft. 0.402 ac. / s11CERTIFIED T0: ossa. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK 45x f rod, a4WALTER SCHNIDER SUSAN SCHNIDER i � ? O T w w w, .WT 3�, / \`�e; • :• ao,,: o , NOTES: q' " 7Q�m�� ��, ; �' 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM `P : `°/ w " f' EXISTING ELEVATIONS ARE SHOWN THUS: 1o.D EXISTING CONTOURS ARE SHOWN THUS: 9--- '`A„� dT PROPOSED ELEVATIONS ARE SHOWN THUS: FI-220 J yoA PROPOSED CONTOURS ARE SHOWN THUS: 2. THIS PROPERTY IS LOCATED IN: FLOOD ZONE A4 (EL B) lyaON FLOOD INSURANCE RATE MAP COMMUNITY—PANEL No. 360813 0079 D ZONE A4 (EL 8): AREAS OF 100—YEAR FLOOD: BASE FLOOD ELEVATIONS AND 2/ IXQF STA wjn ll ..; ,po FLOOD HAZARD FACTORS DETERMINED. -7 •'`•/' y1' 3. PROPOSED SEPTIC TANK: tis PROPOSED SANITARY LEACHING POOL: / 4� toss , � 6 PROPOSED 50% EXPANSION POOL: o � � SUPPO1dC COUNTY DEPAR'1MME14TOF REAL7H S6RVICSS k ya h 4. IF CLAY IN THE LEACHING POOL AREA IS FOUND, IT MUST BE FBRKrr FOR APPROVAL OFCONM7tUCPION FORA x 4xxy ,r EXCAVATED AND REPLACED WITH CLEAN SAND. e'11VGLRFAMILY RESD)ENCBONLY Ml, 5. S.C.D.H.S. REFERENCE No. R10-98-0013 A DATS� 4 1998 HS 10 - 9 -/3 �, 1�a,)zt. 4i ��s11F'1 �Surviraial to � � _ A TEST HOLE DATA EXPMESUWEYEAS FROM I DAT80FAPP&OVAL 00, q >� (TEST HOLE DUG BY McDONALD CEDSCIENCE ON DECEMBER 23, / l y OIL as a. GROAN cuYET uaW ON - 2 1 TIeaAN cur FL x.0 ORION FlNE 10 COARSE GAQ f V / / EM NOwN FINT -. FINE TO WISE BWB P-.E—Qu I P,EfO PROPOSED SEPTIC SYSTEM DETAIL / / rvl-;=_;u.'r ; urTazrnlEraT HORSE (NOT TO SG1fJ .�,--...,.�... _..�,., ELE . 1D D• FINISHED GRADE FINISH GRADE E11W. �'y 0 ELEV. e.6' EL'V. B.O' I' MIN. f SEPTIC MIN. 4. DA EL 20' -18 MIN. lF_ACHING S CLEAN �/ INV. EL.-" m1�P�TCNDI���1. TANK mnP PR(�01 8 1 IEpG�NG •• SAND / '/ POOL Ul A INV. El fi.e INV. EL. INV. EL e.D'— caLIAR b1— • I elf R OISIRIBMON POOL OF BOT. EL 4.0' GROUND WATER UNATHORFLED ALTERATION OR ADDITION S AJ 5 POOL E 2.0' TO THIS SURVEY IS A NOIATON OF G� SECTION ECTIO 72H OF HE NEW YORK STATE EDUCAT ON UAW. COPIES OF THIS SURVEY MAP NOT BEARING SEPTIC TANK (11 THE LAID SURJEYOWS INKED SEAL OR A EMBOSSED SEAL SHAD NOT BE CONSIDERED Y LEACHING POOLS (5) TO BE A VALID TRUE cove. 1. MINIMUM SEPTC TANK CWACNI6 FOR A 1 TO 3 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; B' LONG, 4'-3' PoD1 6'-T DEEP 1. MINIMO IFACHING ED7 FM FOR A 1 TO 4 BEDROOM HOUSE 15 300 .0 N SIDEWAL AREA CERNFlGTONS INDICATED HEREON SHAL RUN 2 CONCRETE SHALL HNE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PM AT 28 DAYS 5 PDO 1 1 2' DEEP, A' Ela. ONLY TO THE PERSON FOR WHOM THE SURN 3 WALL THICKNESS SHALL BE A MINIMUM OF Y. A TOP THICKNESS OF 5- AND A BOTTOM THICKNESS OF 4' 2, IFANING POOLS ARE TO BE CONBRUCIED OF PRECAST RBNFORCED CONCRETE (OR EOWJ.) Is PREPARED, AND ON HE BEHALF TO THE All WALui, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED MRCE OF 300 pel EVIHING STRUCTURES. MUD DOMES ANO/0R SIABS. 1RIE CDMPANY. GOYERNMEMAL ADENCY AND 4. ALL JOINS SHALL BE SEMM 5o THAT THE TANK IS WATERGGM. LENOING IMITION USIED HEREON, AND 3. A11 CGAENS STALL BE ET EEN !LE T REINFORCED CONCRETE (OR EQUAL). 5. THE SMINI TANK SHALL BE OF AT ID SA IN All EADIRECTONS (WITH A MAX NLEPANCE OF f1/l') 4, A 10' inln. DISTANCE BETWEEN ALL LINO ING AND WATER ONE TANK REL BE TO THE A95IGNEES OF THE INOT TR AND ON A MINIMUM A THICK BED OF COMPALNK AND HUS PFA GR/,VFL 5. AN a' min. DISTANCE BETWEEN AL IFILXING P0015 AND SEPTIC TANK SHI11 Bf MANTNNEO. TUITION. CFAIIFlGTIONS ARE NOT TRANSFERABLE. R. A 10' min DLSFANCE BETWEEN SFPFIC TANK ANO HOUSE SHALL BE IMIEANEO THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD THE ET(ISTANCE OF RIGHT OF WAYS IF OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. /NOT SHOWND011TABC NOT GUAOF RANTEED. The water supply & sewage disposal sys- tems for this residence will conform to the PREPARED IN ACCORDANCE WITH THE MINIMUM ,/� standards Of the Suffolk County Department BYTHESTANDARDS FOR TITLE PPROAE AS ESFABUTED Joseph A. 'nge9nN./ of Health Services. FOR SIUCHIAME.BY THEPNNEWW YORKIST ADOPTED yF�"TI°"' Land Surveyor s � W NpF 9vF i p Title Surveys - Subdivisions - Site Plana - Construction Layout 9 • • PHONE (516)727-2090 Fax (516)722-5093 OFFICES LOCATED AT MAILING ADDRESS •l N.Y.S. Uc. No. 49666 One Union Squon, P.O. Box 1931 Aquebogue, Now York 11931 Riverhead, New York 11901 97-2 5A1 SURVEY OF LOT > 3 MAP OF BAY HAVEN FILE No. 2910 FILED JANUARY 22, 1959 SITUATED AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY , NEW YORK S . C . TAX No . 1000 - 88 - 04- 12 ao y SCALE 1 " =30' h JANUARY 6, 1998 IcI I NOVEMBER 5, 1998 REVISED PLOT PLAN ki JULY 12, 1999 REVISED PROPOSED SEPTIC SYSTEM LOCATION JULY 15, 1999 REVISED PROPOSED SEPTIC SYSTEM LOCATION / AREA = 17,500.00 sq. ft. J1. 0.402 ac. Eby, CERTIFIED TO: FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK J F /"`4°, WALTER SCHNIDER SUSAN SCHNIDER o�6) k4Ai 0 03• � u3 ��(ky ,�r� NOTES: 5� 7 ' oeJ / ® r e s° +"� 1 . ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM �.J %•• '' ^o �, 2so o=� 6 EXISTING ELEVATIONS ARE SHOWN THUS:J= EXISTING CONTOURS ARE SHOWN THUS: - -9- - - o O ry4' gb dT PROPOSED ELEVATIONS ARE SHOWN THUS: )z.G PROPOSED CONTOURS ARE SHOWN THUS: ° 2. THIS PROPERTY IS LOCATED IN: FLOOD ZONE A4 (EL 8) ��y� 1� /-��,�e +2• �� FLOOD INSURANCE RATE MAP COMMUNITY PANEL No. 360813 0079 D 2/ VN ZONE A4 (EL 8): AREAS OF 100-YEAR FLOOD: BASE FLOOD ELEVATIONS AND FLOOD HAZARD FACTORS DETERMINED. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 4� 3. PROPOSED SEPTIC TANK: PLRMT,i'hti a2 At ® C APPROVAL tONLY S N FOR A PROPOS'',D SANITARY LEACHING POOL: NOV Q b PROPOSED 50% EXPANSION POOL: DAT , R1�- B 13 / d 4. IF CLAY IN THE LEACHING POOL AREA IS FOUND, IT MUST BE APPROVE ' EXCAVATED AND REPLACED WITH CLEAN SAND. Is FOR MAXIMUM OF—BEDROOMS 5. S.C.D.H.S. REFERENCE No. RIO-98-0013 41 o� � EXPIRES THREE YEARS FROM DATE OF APPROVAL to 3 6 JUL 16 1999 M ( \ Gj y Y s Fy TEST HOLE DATA (�\ 00• 4�g (TEST HOLE DUG BY McDONALO GEOSCIENCE ON DECEMBER 23, 1997) o' MMM MVEY LPW oN r /` aMM cuv BRO JY) e• t SHE TG CPWSE SVh] E' O // EXCAVATION INE REQUIRED FOR SANIITAF.Y SYSTEM BY HEALTH 17EPARTMENIT FIRE TO COURSE SAND PROPOSED SEPTIC SYSTEM DETAIL EIS HOUSE (NOT TS D O SME) CSI O jJ /� Iz• FRISNED GRADE I JP'/ " NJ .ry ELEV B.6' S' DV TeM1 JO, ELEV IIFINISH BRAD .�✓ TOP EL 7.6 —1' MIN TOP EL 70' �1' N. ( r� SEPTIC MIN. - pHA PR \/ INV 9' SOAP PITOHGI/4•/I' iMN 01 POAP RN PPi OOLING POOL PO U1 ER COLLAR T INV EL 6.6 INV, EL INV. EL 6.P 1 .{Vi r� Cti IJ D(VY GWATER II6I(OG. DIEIPJT� � TIOR2E0 ALTERATION ADDITIONDISTRIBUTION POOL OF BOT. EL 4.0' 5 POOL SYSTEM EUX201 TO THIN SUREY IA MOTATION F SE OFTHE NEW YORK B TA1E EDUGLAW. T MAI OF 5T1UTf'IOLD T�� SEPTIC TANK (I l COPIER OF, THIS SURVEY MAP NOT BEWOR Y /1 �> LEACHING POOLS (5) THE SSEUIND SEAL SHIIL INKED C SI '�Y ( EMBUSSED SGL UE C NOT BE CONSIDERED I. MINIMUM SEPTIC TNIN 3- WI IES fafl A 1 i0 3 BEDROOM HOUSE IS 1.000 GWOHs TO BE A NOUS TRUE COW, I TANK. 6' LONG. AVE WIDE RMC DEEP 3 CONCRETE BHNL HAVE A MINIMON COMPRESSIVE STNENGM OF },sap pN AT 20 DAYS 1. MINIMUM LEACHING SYSTEM MR A 11O 4 BEDROOM HOUSE IS ]Da q X SIDEWNL MFA CERNFIOT E PERSON F HEREON THE PUN S. WI THICKNESS SHALL BE A MINIMUM OF S, A TOP THICKNESS OF S' AND A BOTTON MICKNE55 OF 4•. 5 PCOLS; 1' DEEP, e' Ala. IS P TO THE IND ON FOR WHEN THE SURVEY ALL WN BOTTON AND TOP SHALL COWAN RONFORCINC M RESIST M APPLIED FORLE OF ]OD ry/ 1. LFIGHWC PSIS ARE TD BE CONSTRUCTED OF PREGST REINFORCED CONCRETE (GR EOUK) TI PRC MPANED, AND 0E HIS C&AG TO THE TFACHINN STRUCTURES. SOLO DOMES AND/OR SUBS. TIRE COMPANY, WVERNMED HE AGENCY MO 4. Nl JOINTS TANK 9E L BE 150 THAT THE iMK Is LL MRS M y AT COVERS SHNL BE OF MEPIST REINFORCED CONCRETE (MI WUAL). LENDING INBNNTION r THE HEREON, MD 5. THE SEPTIC TACK SHML BE INSELED AT IEVEL IN Nl pRECTI0N5 (WITH A MA%. TOl£RMCE OF !1/I•) 4. A 10' mIn. CURMCE BEIWE£N TGCHING PODS AND WATER ONE SI BE EWMNNED. TO ME ASSIGNEES OF TIE LENOINO EST- ON A MINIMUM Y THICK BED OF COMPACTED SAND OR PFA GRAVEL 5. M W min. DISTANCE BETWEEN Nl LEACHING PORS AND SEPTIC TMK SH BE MNMNNED. TU ION. CEROFIGTKINS ME NOT TRANSFERABLE. B A ID' min. p4ENCE BETWEEN SEPTIC TANK AND HOUSE SIWL BE MMMNNM. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD THE EXISTANCE OF RIGHT OF WAYS OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. AND/OR EASEMENTS OF RECORD, IF / ANY, NOT SHOWN ARE HOT GUARANTEED, The water supply & sewage disposal sys— tems for this residence will conform to the PREPMED IN ACCORDANCE WITH THE MINIMUM standards of the Suffolk County Department srMGRps FOR TTTTE suRAOVE M ESTABusHEp Joseph A. Ingegno of Health Services. FOR sui'H uL MTGHEPNEWG�GYl1RKNSTAATE LAND TITLE O� D Land Surveyor U�aoy pHA liy G'�L TUe Surveys — Subdivision, — Site Plana — Construction Layout -tl m� �' PHONE (516)727-2090 Fax (516)722-5093 9 ps W P FOF N � OFFICES LOCATED AT MAILING ADDRESS N.Y.S. Lic. No. 49668 One Union Square P.O. Box 1931 Aquebogue, New York 11931 Riverhead, Now York 11901 97—'sg8A2 SURVEY OF . L � L O T 13 / MAP OF BAY HAVEN / FILE No. 2910 FILED JANUARY 22, 1959 SITUATED AT o �' s2'°S• SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK / r S.C. TAX No. 1000-88 -04- 12 o TO SCALE 1 "=20' / JANUARY 6,1998 NOVEMBER 5, 1998 REVISED PLOT PLAN \ & JULY 12, 1999 REVISED PROPOSED SEPTIC SYSTEM LOCATION JULY 15, 1999 REVISED PROPOSED SEPTIC SYSTEM LOCATION AUGUST 6, 1999 UNDER CONSTRUCTION SURVEY T.0 0• ti AREA = 17,500.00 sq. ft. 0.402 ac. o= \O= p, ^Q)/ \2\ J' P�o Jse� 400e 'y ti 0' �O \ CERTIFIED TO: FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK P WALTER SCHNIDER / o 612° 6 \tom SUSAN SCHNIDER Zl ��11 �'��•- . y. G� oQ 2.01 20, (� �J 20, 4 NOTES: 1 . THIS PROPERTY IS LOCATED IN: FLOOD ZONE A4 (EL 8) \ FLOOD INSURANCE RATE MAP COMMUNITY-PANEL No. 360813 0079 D ZONE A4 (EL 8): AREAS OF 100-YEAR FLOOD: BASE FLOOD ELEVATIONS AND Tv FLOOD HAZARD FACTORS DETERMINED. 0 2. S.C.D.H.S. REFERENCE No. R10-98-0013 o=, ^ r4. 3. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM. M o? J v ,'O •y /j UNAUTHORIZED ALTERATION OR ADDITION 'c�j 'O°. O Z TO THIS SURE IS A NOTATION OF 4 u0 SECTION 7209 OF THE NEW YORK STATE RSE D OOAW. COPIES OFF THIS SURMAP NOT BEARING G THE SURVEYOR'S INKED SEAL OR EMBOS E SEAL SHALL NOT BE CONSIDERED iO SPIN VILO TRUE COPY. � T CERTIFICATIONS INDICATED HEREON SHALL RUN FO ' Y ^ F �� ONLY TO THE PERSON R WHOM THE SURVEY 1 IS PREPARED, AND ON HIS ITERATE TO THE TRI£ COMP {'I/<� ANY, GOVERNMENTAL AGENCY AND LENDING INSTIMION LISTED HEREON, AND O TO THE ASSIGNEES OF THE IENDINO INSn- y TUTION. CERTIFICATIONS ME NOT TRANSFERABLE THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDPNCE WITH THE MINIMUM BY TH J I FOR TITLE SURISYSM ASD ADOPTEEO Joseph A. Ingegno BY THE H USE AND PPPROVYO AND ATE I.AN FOR SUCH USE BY THE NEW YORK STATE LANA mTE AssOc�pA N� � Land Surveyor 4p /i 1A. VJ 5�y F� V �O k YO 0 O m Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (516)727-2090 Fax (516)722-5093 OFFICES LOCATED AT MAILING ADDRESS N.Y.S. Lic. No. 49668 One Union Square P.O. Be. 1931 Aquebogue, New York 11931 Riverhead, New York 11901 97-548B SURVEY OF LOT > 3 / MAP OF BAY HAVEN / FILE No. 2910 FILED JANUARY 22, 1959 SITUATED AT s. SOUTHOLD a, TOWN OF SOUTHOLD f ., SUFFOLK COUNTY, NEW YORK r LoT S .C . TAX No . 1000 - 88-04- 12 / %A ' �P � SCALE 1 "=20' / ��`°R vw JANUARY 6, 1998 JULY NOVEMBER 991998 REVISED 19REVISED PROPO� P D SEPTIC SYSTEM LOCATION LAN � JULY 15, 1999 REVISED PROPOSED SEPTIC SYSTEM LOCATION AUGUST 6, 1999 UNDER CONSTRUCTION SURVEY /www s�F s I JUNE 16, 2000 FINAL SURVEY 0 eO- a ° 5 € AREA = 17,500.00 sq. ft. O \ \ \w al•C \ yrs / 0.402 4C. CERTIFIED TO " or FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK WALTER SCHNIDER / vZ b� SUSAN SCHNIDER a , 0 2 _ k A k'V " S � b 0 So, 4) NOTES. 1 . THIS PROPERTY IS LOCATED IN: FLOOD ZONE A4 (EL 8) cr FLOOD INSURANCE RATE MAP COMMUNITY—PANEL No. 360813 0079 D ZONE A4 (EL 8). AREAS OF 100—YEAR FLOODBASE FLOOD ELEVATIONS AND FLOOD HAZARD FACTORS DETERMINED 2. S.C.D.H.S. REFERENCE No. RIO-98-0013 hb 3. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM. eo, 2 / s S20 TO"THIHORRED ALTERATION AV OR AUCTION TO LO SURVEY IS A NOTATION OF Oo� A� SECTION 7209 OF THE NEW YORK STATE EDUCAPDN TAW COPIES OF THIS SURVEY MKMAP NOT ED SEAL DING ,1 THE OSURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VNID TRUE TED H v ONLY TO TIHE INDICATED HEREON SHALL RUN A ONLY i0 THE PERSON FOR WHOM THE SURVEY Y TI PREPARED. , C ON HIS BEH TO THE TITLE CO' ORMI AGENCY DING AINTUTION� HEREON.REON. AND 0 E SRR TO THE ASSIGNEES OF THE LENDING INSH- t� TUNI CERTIFICATIONS AAE NOT TRANSFERABLE Y THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM BY THER FDS `DTITLE SDEYS AS ESTABLISHED Joseph A. Ingegno HT' THE LSA OR AND APPROVED AND ADOPTED FOR SUCH USE BY IE NEW YORK STATE IND TITLE ASSOCIAPON ,yl Land Surveyor TO. Surveys — Subdimslons — Slte Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-7727 - OFFICES LOCATED AT MAILING ADDRESS NYS Llc No 49668 1380 ROANAVENUE P.O. Box 1931 — RIVERHEAO, Newew York 11901 Riverhead, New Yoh 11901-0965 97-5480 6NED 4gOy m (51-0. ELECTRIC S"T 1 50LE) T yo 121 ATE OF NEN NO@ 15 AMP DUPLEX RECEPTACLE MOUNTED 15" ABV TYPE I BEAM FINISHED FLOOR EXCEPT WHEN NOTED OTHERWISE. 5'-10" —— TH15 WINDOW ONLY 15'9 �� TOP CUTLET SWITCHED 15 AMP DUPLEX RECEPTACLE MOUNTED 15" ABV arC{TlteCt: r -- --- --- -!----- --- --- - - - -I— — ------ -------- ---- - -- - - -- --- - - --- - -- ---- ---- - - - FINISHED FLOOR EXCEPT WHERE NOTED OTHERWISE. edWard a. Vaerl ala 20 AMP DUPLEX I IIR ) ZXIO ABOVE COUNTER TOP.F TACLE MOUNTED B mortthportt rl 113 1 I I [ 4"x4" P05T P.T. 516-151-2665 _ 30 AMP 230 VOLT FLUSH MOUNTED RECEPTACLE - I I 2 1 a R 2X10 MOUNTED AT HEIGHT REQUIRED BT EQUIPMENT 15 AMP DUPLEX RECEPTACLE - WITH GFI PROTECTION MOUNTED IB" ABV O I EACH P05T N , CFI FINISHED FLOOR EXCEPT WHERE NOTED OTHERWISE. fV T A x 2X10 ® ry `P SINGLE POLE SINGLE THROW 15 AMP WALL SWITCH `ILL 1212" O.G, - CGD / rv3 THREE WAY 15 AMP WALL SWITCH 2X10 JUNCTION BOX ® I— --- - -- -- -- ----- - -- --- -- -- --- - -t- -- -- — r- ----- ---- -- - - - 2X10 ® ® SMOKE ALARM HARD WIRED i0120Y.POWER SUPPLY o I SA N N I ® ® EACH P05T �} CEILING MOUNTED INCANDESCENT LIGHT FIXTURE. r0 eCt: I i ® $A I WALL MOUNTED INCANDESCENT LIGHT FIXTURE. new residence n- -(NGARBAGE f (3) 2x1O q 1495 1n lane — — — L� CEILING MOUNTED EXHAUST FANgout cldny T. DISP05AL I- ———— ——— — — — b"xb" P05T P. — f I PHONE JACK WIRED BACK TO TELEPHONE BOARD I 15EE DETAIL 'G' FOR SURFACE MOUNTED 2 LAMP FLUORESCENT LIGHTING FIXTURE BALCONY FRAMING SIMILAR TO LITHONIA MODEL A040 I ® u DRAWING Al L------ ___— ?- TYPE IBEAM ® --- -- - L -- - ------ -- --- ----- I ❑PB GARA6EDOOR � owner: al ® o I — m/m walter schneider I 21 BEAM TYPE I I I I l � W I I om NIT I drawing: I I I I I second Floor j2X/ _i° @124102 / ° I electrical plan yl Ib" O.G.I � I Ib�O.G. � I q �I CEILING JCIiI5T5 1 GEILI G 1015T5 }p I I I I I I I date: 2/3/99 I I I I I I ( I Issue: I I I I 2/ /99 I 2 4/1/99 ------- 0*- --- -- - Z"---- - - 3 CONFRUCT. SECOND iFI.O®i� E�ECTRIC14L I=Lo4N 260' 4' 0" BLp'G IDEFT. SCALE 1/4" - I'-0" revision: scale: 1/411 = 1'-D" of: 1 UNDERWRITEIIS CLh I iilw;� REQUIRED F AKAOIE�AIAIIIp /0 NOT PROCEED WITH DATI! MAI G UNIIL SUR EY FEE: Try. ^^- OF FOUNDATION LOCA ION `St6RE0 Aq 765-18NOTIFY BUILDING 1 HAS BEEN APPROVE). e�° ae A. ver 765-1802 9 AM TO � PIA � FOLLOWING INSPECTIONG; �p 1 FOUNDATION • TWO IIEOUIIRO ' FOR POURED CONCKE 2 ROUGH - FRAMING i PLUMBING I E•DETECTI INSULATION PROVIDE SMOKN�• 4 of T�h FINAL - CONSTRUCTION MUM G y- BE COMPLETE FOR C.O. ALARM DEVICES J'e OF NEW ypP ALL CONSTRUCTION SHALL MEET AS TO PART.721.1 THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION !I ENERGY N.Y.SBUILDING CODE. architect: CODES NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS edwarci a. valeri ala 1046 Pulaski road e, northport, ny 11131 If copper tubing is used 51(0-151-2665 o^oo" 1 RANC)l ^R for water distributing USE IS UNLAWFUL system; Piping shall be I I (�///�/�JWITHOUT CERTIFICATE of types K or L only PROVIDE ANTI-SCALD AND/OR 1495 eIN LANE 5CUTHOLD / � �/ N UNDERWRITERS CERTIFICATE THERMAL SHOCK PREVENTING OF OCCUPANCY REQUIRED DEVICES AS TO PART.902.6(K PLUMBING N.Y.STATE BUILDING CODE. ALL PLUMBING WASTE It Project: L15T OF PSAWINGS Li new resndlanee Q GENERAL NOTES. � Al - TITLE SHEET, 5ITE PLAN, GENERAL NOTES Q*ii Southold, n I.ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION b.ALL DOOR HARDWARE,13UM AND DOOR 5TOP5 ARE TO BE 5CHLA6E 'A' OR B' 5ERIE5 OR A5 A2 - FOUNDATION PLAN, FIRST FLOOR FRAMING y AND BUILDING CODE,LOCAL BUILDING SANITARY CODES AND ORDINANCES. APP OVER 5,LOCK SEF,S�DLESEX ERI oR DOO oTP9. I�MIV RI DOORSR PAR ,WEA;P R55AGEPSET A3 - FIRST FLOOR GONSTRUGTION PLAN d DETAILSOR GRAHL SPACE 1830 5Q. FT. 2.ENERGDOCUMENTS TIRE DESIGNED TO BE IN ACCORDANCE WITH THE NEW YORK KICEXCEPT OCCUPIED ROOMS HAVE A PRIVACY TYPE INGLUDIN6 THE BATHROOMS. PADE VENTING 050 5Q. INCHES 7ENERGY CONSERVATION CODE FOR A6000-DEGREE DAY CLIMATE AREA. A4 ' SECOND FLOOR FRAMING PROVIDE /� HR. FIRE 3. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION'!MEANS,METHODS, 7. ALL DOORS AND WINDOWS TO RECEIVE WOOD TRIMD PAINT QUALITY.ALL ROOMS TO RECEIVE PROVIDED RATED SEPARATION TO TECHNIQUES,SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS 3" WOOD BASE PAINT QUALITY. A5 - 5EGOND FLOOR GON5TRUGTION PLAN @ DETAILS IN CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES EXPRESSED OR IMPLIED 5. FOR THE PURP05E OF BIDDING THE FOLLOWIN6 WILL 13E THE FLOOR FIN15H SUBJECT TO OWNERS APPROVAL. AG, - ROOF FRAMING PART. 717.3(f)(1)OF IN THE USE OF THESE PLANS. KITGHEN/DININ6/1_IVIN6 ROOM TO BE FIRST GRADE 3/4" THICK RED OAK WITH 2 1/4" FACE WITH URETHANE N.Y. STATE BUILDING CODE. FINISH. BEDROOMS TO HAVE PREFIN1544ED OAK HARDWOOD PARQUET 5/16'THICK.ALL BATH/TOILET ROOMS 4.THE CONTRACTOR 15 TO RETAIN A LICENSED SURVEYOR TO LOCATE THE BUILDING IN TO RECEIVE FLOOR TILE. WALL TILE TO THE CEILING AT THE TUB AREAS AND TILE 4'-0" AFF OTHER BATHROOM AREAS. Al - EXTERIOR ELEVATIONS ACCORDANCE WITH THE SURVEY ATTACHED HEREIN. TO PROVIDE THE OWNER A SURVEY R, ALL KITCHEN GABINETRY SHALL BE SELECTED BY THE OWNER,FOR THE PURP05E OF THE BID A 415,000.00 A8 - EXTERIOR ELEVATIONS OF THE FINAL LOCATION OF THE BUILDING TO BE SUBMITTED TO THE LOCAL BUILDING ALLOWANCE WILL BE INGLUDED IN THE BID. REFRI6ERTOR/5T0VE/DI5H-1445HERMA51HER AND DRYER PLUMBER CERTIFICATION DEPARTMENT,THE SEPTIC SYSTEM TO BE SUBMITTED TO THE HEALTH DEPARTMENT TO BE PURCHASED BY THE OWNER AND INSTALL BY TH15 CONTRACTOR A9 - FOUNDATION DETAILS, DOOR 5GHEDULE, WINDOW 5GHEDULEON LEAD CONTENT BEFORE oer: AND TO THE ARCHITECT. IOLONTRACTOR TO PROVIDE 16' DEEP BY 3/4" THICK PT5 PLYWOOD WITH EDGEBANO AND 1-3/6" DIAMETER BEAM/LINTEL 5GHEDULE AND DETAIL Pa!"- `','� OPENINGS FOR wn FrI c ENCY ESCAPE AS CERTIFICATE OF OCCUPANCY 5. PROVIDE CERTIFICATE OF INSURANCE FOR GENERAL LIABILITY,WORKERS WOOD POLES SUPPORTED MID SPAN TIN ALL CLOSETS. COMPENSATION ETC.MAKING THE OWNER AND ARCHITECT THE NAMED INSURED. II.6YP5UM GEILIN6 AND WALL5 TO BE SAY TYPE 'X',SEGURED WITH 1- 1/4' LONG 5GREW5 AND EI - FIRST FLOOR ELEGTRIGAL PLAN 1I RED BY PART. 714 OF SOA DFR USED IN WATER Win wa Iter Schneider b. THE CONTRACTOR SHALL CONSTRUCT THE 5EPTIG IN AGCORDANGE WITH THE DRAWINGS RECEIVE THREE(3) COATS OF SPACKLE,HAND SANDED AND PRIME COATED. OWNER TO FIN1514 GOAT. E2 - SECOND FLOOR ELEGTRIGAL PLAN N.Y. STATE BUILDING CODE. SUPPLY SYSTEM CANNOT SUPPLIED BY JA INGE6NO L5 AND PROVIDE BOTH THE BUILDING DEPARTMENT AND THE OWNER A CERTIFICATE OF APPROVAL FROM THE HEALTH DEPARTMENT ON FINAL APPROVAL. 12.ALL INTERIOR CAULKING TO BE SILICONE AND ALL EXTERIOR CAULKING TO BE TWO (2) PART POLYSULPHIDE EXCEED 2/10 of 1% L.EAD. WITH COLOR TO MATCH MATERIAL TO WHICH APPLIED. 1, THE STANDARD FORM OF AIA DOCUMENT A201,GENERAL CONDITIONS APPLY AND THE STANDARD AIA FOR AIM OWNER/CONTRACTOR FOR WILL BE USED FOR THE CONTRACT. 13ALL WOOD MATERIAL USED IN THE DECK AND BALCONY CONSTRUCTION EXCEPT THE DEGKING TO BE PRE55UPE TREATED 5, THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND ARRANGE FOR ALL I1,15PEC.TION5 MIN. 40% PENETRATION, INCLUDING NA:ILER5,POSTS,J015T5 AND BEAMS. DECKING MATERIAL TO BE 2"xb" CLEAR GEDAR. _-_ _---_ - --------- ________ _______ A5 REQUIRED BY THE BUILDING DEPARTMENT.THE CONTRACTOR SHALL OBTAIN A 14.EXTERIOR WA JL5 TO HAVE TYVEK OVER 5/6'EXTERIOR PLYWOOD. THE SIDING AND TRIM TO BE VINYL CERTIFICATE OF OGCUPANGY,FIRE UNDERWRITERS CERTIFICATE AND HEALTH DEPT. APPROVAL. COLOR AS SELECTED BY OWNER. 4.THE CONTRACTOR SHALL FULLY GUARANTEE FOR ONE O) YEAR FROM THE DAY OF ISALL INTERIOR WW15 TO RECEIVE 3 142" UNFAGED BATT INSULATION AND ALL CEILIM65 TO RECEIVE 6" '1 ACCEPTANCE BY THE OWNER,HIS WORK AND THE WORK OF H15 SUBCONTRACTORS. UNFAGED INSULATION. THE CONTRACTOR SHALL SUPPLY THE OWNER COPIES OF ALL 6UARANTEE5, I145TRUC.TION5 G FOR OPERATION,AND INFORMATION LITERATURE ACCOMPANYING ALL FIXTURES AND EQUIPMENT I6.BATHROOM VANITIES AN ALLOWANCE OF$ 1,200.00 WILL BE PROVIDED AND INCLUDED IN THE BID. I` TO BE INSTALLED. IN ADDITION,THE CONTRACTOR SHALL INSTRUCT THE OWNER IN THE 1' GORREGT OPERATION OF ALL SUCH FIXTURES AND EQUIPMENT. 10. THE CONTRACTOR SHALL KEEP THE FREM15E5 REASONABLY GLEAN AT ALL TIMES. MA5ONRY: '` I I I drawing: AT THE COMPLETION OF THE WORK,THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS, I.ALL MASONRY WORK TO CONFORM TOS "BUILDING CODE REQUIREMENTS FOR MA5014RY STRUCTURES' TOOLS,RUBB15K ETC. GLEAN ALL GLASS AND LEAVE WORK BROOM GLEAN. AGI 530-921/A55E 5-92/TM5 402-R2.. IL THE CONTRACTOR SHALL PROTECT ALL INSTALLED WORK AND UPON DAMAGE MUST I I I EITHER REPLACE THE WORK OR REPAIR THE WORK AT THE OWNERS OPTION. 2. THE MINIMUM COMPRE551VE 5TRENGTHI OF MASONRY A55B BLIES AT 26 DAYS SHALL BE I cover s eet 12. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER,ARCHITECT 3000 P51 ON THE NET 5EGTION. L----_-_-_�_-_ -_L_-___-_-_L ___------L-----------_ AND THEIR AGENTS AND EMPLOYEES FROM AND A9AIN5T ALL CLM5,L05E5 AND EXPENSES 3. ALL MASONRY ELEI-ENT5 SHALL BE ADEQUATELY BRACED TO PROVIDE STABILITY UNTIL INCLUDING ATTORNEY FEES IN CONNECTION WITH THE WORK. . i THE ENTIRE STRUCTURE 15 COMPLETE A TO PREVENT DAMAGE DURING GON5TRUCTION. 13. UPON WRITTEN NOTIFICATION TEN(10) WORKING DAYS PRIOR FROM THE CONTRAGTOR THEGIN A ' /I A V * N6EGN0 L.S. 1 5EE SITE PLAN ATTACHED ARCHITECT WILL INSPECT THE BEARING SOIL CONDITIONS,THE FRAMING AND THE FINAL INSPECTION. MECHANICAL: I V THE FINAL INSPECTION AND RECOMMENDATION FOR THE FINAL PAYMENT THE CONTRACTOR SHALL SUBMIT, P RED BY "JOSEPH A. I GUARANTEES AND RELEA5E5 OF LIENS FOR 14I5 WORK AND THE WORK OF ALL SUBCONTRACTORS, PRESENT A CERTIFICATE OF OCCUPANCY,A FIRE UNDERWRITERS CERTIFICATE,THE HEALTH I. PROVIDE AN OIL FIRED BOILER WITH A� EBOA BTU OUTPUTRADIATION AND FI HOT WATER STORAGE TANK WITH A CAPACITY OF 55 GALLONS. B1ASE130ARD RADIATION SIFFIGIENT TO MAINTAIN l2 DEGREES ________ N 37.54'10' E 14aa' DEPARTMENT APPROVAL AND A FINAL SURVEY. IN51DE WHEN 0 DEGREES OUTSIDE.NO� PIPING 15 PERMITTED BELOW THE SUBFLOOR PROVIDE (2) ZONES, I EACH LEVEL. -I- 14.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND THE JOB CONDITIONS IN THE FIELD 2. PROVIDE AND INSTALL A CENTRAL V/AG1UM SYSTEM DUEL MOTOR BY NUTONlE,WITH TWO OUTLETS AND NOTIFY THE ARCHITECT OF ANY DISGREPANGIES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ON THE FIRST FLOOR AND ONE AT THEE VACUUM AND ONE ON THE SECOND LEVEL W/COMPLETE ACCESSORIES. 1 G N 15.ALL CONSTRUCTION DEBRIS AND EXISTING 5ITE DEBRIS INGLUDIN6 TREES GENERAL DEBRIS M. SHALL 3. PROVIDE A DIRECT KITCHEN EXHAUSTAND HOOD TO THE EXTERIOR BE REMOVED FROM THE 5ITE AND PROPERLY DISPOSED OF PER LOCAL 6OVERNIN6 JURI5OICTION5 a� REQUIREMENTS. PLUMBING: V 16LONTRACTOR TO SUPPLY AND INSTALL ALL STANDARD BATHROOM ACCE55ORIE5. TYPE SELECTED BY OWNER. AN ALLOWANCE OF 4 500DO FOR MATERIAL WILL BE INGLUDED IN THE BID. 1. ALL WATER PIPING TO TYPE 'L' HEATIN16 AND MAIN DOMESTIC AND HEATING TO BE TYPE 'K'. I I °J. ;IPI Issue: NO LEAD SOLDER WILL BE PERMITTED IMI THE WATER SUPPLY PIPING. _ 2. ALL WASTE PIPING TO BE OAST IRON INO HUB BELOW THE FIRST FLOOR. `I I u _- loo' I I 3/22/99 SITE WORK/6RADIN6: 3. ALL FIXTURES TO BE AMERICAN STANDARD. ALL FAUCETS TO BE MOEN. OWNER TO SELECT FROM ° I ' BLD'G DEPT. I.CONTRACTOR SHALL STRIP GONISTRUCTION AREA OF To IL, STOCKPILE FOR REAPPLICATION STANDARD SERIES. AN ALLOWANCE NIL BE PROVIDED IN THE BID FOR MATERIAL PURCHACE OF THE 1 I I _ I I KITCHEN SINK,BATHROOM FIXTURES,AND AFAZE15 IN THE AMOUNT OF S 6/000.00. a " -`-� w 2 4/1/99 A5 FINISH LANDSCAPING. I I GON9TRUGT. 4. WATER PIPING SUPPLY IN CRAWL SPACE TO BE INSULATED AND HEAT TRADED. IR ' 2.BACKFILL MATERIAL SHALL BE FREE OF ORGANIC OR FROZEN MATERIAL. •� ` o �, ' 5. PROVIDE(4)NON-FREEZE TYPE HOSE 8165 -LOCATE A5 PER OWNERS DIRECTION. N 3. ALL CONCRETE FOOTINGS AND SLABS M75T 51T ON R5%COMPAGIED 501E AND ALL FILL/POROUS FILL TO BE COMPACTED R5% I `" I 4. ALL 501L PIPING TO BE PLACED IN A TRENCH HAVING A 6" POROUS FILL BASE COMPACTED TO I5% ELEGTRIGAL: 537.54'10° W 140; /\ 1. THE ENTIRE INSTALLATION SHALL BE IN CONFORMANCE TO THE LATEST EDITION OF THE NATIONAL 71 i i I revision: CARPENTRY WORK: ELEGTRIGAL CODE AND THE REGULATIONS OF 'LIPA'. ' I 5/Il/99 I.FIRE STOPPING OF CONGEALED OF SSHALL COMPLY WITH THE NY5 BUILDING NODE, CEILING 2. ALL BATHROOMI/TOILET5/KITCHEN AND GARAGE OUTLETS TO BE6FI' PROTECTED. 7` CONSTRUCTION FRAMING SYSTEM OF SUPPORTING HANGERS AND CARRYING CHANNELS 3. THE TOP HALF OF THE OUTLETS IN THE LIVING ROOM AND BEDROOMS ARE TO BE SWITCHED. i i I AS PER E3LD'G DEPT, 5HALL COMPLY WITH THE NYS BUILDING CODE. 1 4. BEDROOM5AMCHEN/UVIN6 ROOM TO RECEIVE 15 OHM GABLE OUTLET AND COMMUNICATION LINE. 2. ALL WOOD FRAMING SHALL CONFORM TO THE 'AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 5. THE MAIN SERVICE TO BE 200 AMP I PHASES. ALL WIRING TO BE ROMEX COPPER RG,% MIN. CONDUCTIVITY. MIANUAL' LATE5T EDITION. ALL WOOD SHALL DOUGLAS FIR SELECT HAVING A Fb EQUAL TO 1450 psl. b. THE CONTRACTOR SHALL FURNI5H COVER PLATES FOR ALL SWITCHES AND REGEPTACLE5 INSTALLED. 3. FLOOR J015T5 IN ALL BATHROOM AREAS SHALL BE DOUBLE. FLOOR-101575 BELOW ALL BEARING COLORS FOR COVER PLATES AND DEVIGE5 SHALL BE SUBMITTED TO OWNER FOR SELECTION PRIOR TO ORDER. AND PARALLEL PARTITIONS SHALL BE DOUBLED. PROVIDE 5OLI12 WOOD BLOCKING IN EXCESS OF 1. SMOKE DETECTORS SHALL BE INSTALLED ACCORDING,TO NY5 BUILDING CODE PARAGRAPH 1115. EXCEPT I I I 8'-0'AND ONCE IN A SINGLE SPAN. WIRE SMOKE DETECTORS 50 IF ONE SOUNDS ALL SMOKE DETECTQR5 SOUND. ` Ia 4. PROVIDE 1/2' MOISTURE RE515TANT GYPSUM BOARD ON WALLS AND CEILINGS OF ALL 0,I I I BATH AND LAUNDRY ROOMS. I I I Scale: ENERGY CONSERVATION: I I I as noted 5.ALL WINDOWS AND EXTERIOR DOORS TO BE INSULATED WITH 'LOW-EGLASS. ALL SLIDING DOORS TO BE TEMPERED GLASS. STAINLESS STEEL HARDWARE SUITABLE TO A MARINE CLIMATE 15 TO BE USED I. TH15 DWELLING HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE 14Y5 ENERGY GODE. I IN ALL WINDOWS AND DOORS. ALL WINDOWS AND EXTERIOR DOORS TO HAVE ALUMINUM DRIP GAPS. I I I 2. ALL WINDOW5 A BE INSULATED 6LA5R, TION RATE O 5 O AND SEALED A5 REQUIRED WITH A MAXIMUM U' VALUE OF SG, ANDAMAXIMUM INFILTRATION RATE OF SGFM PER LINEAR FOOT. ------ -�--- ----------�------------_�_-_-__ 3. ALL EXTERIOR DOORS TO BE INL5ULATED CLASS,WEATHER5TRIPPED AND SEALED A5 REQUIRED WITH A BAY 1/ /� \ / LANE/� AlM U'VALUE OF .40 AND A MAXIMUM INFILITRATION OF 50 CFM PER SQUARE FOOT SLIDING �UCi I �I J�•} Y �N I�HN /#//�\\ AND 1.0 GFM PER SQUARE FOOT 5WIN61N6. 4. HVAC EQUIPMENT MUST CONFORM TO 5ECTION 1HI3.11 OF THE NYS ENERGY CODE. SITS q. 5. THE DOMESTIC WATER HEATER SHALL HAVE A MAXIMUM TEMPERATURE SETTING OF 140 DEGREES F I I V AND WILL CONFORM TO SECTION 16131.31 AND 718.39 OF THE NY5 ENERGY CODE. SCALE 1/480xP 6. ALL CONTROLS MUST CONFORM TO SECTION 7513.13 OF THE NY5 ENERGY CODE. of: FINISHED GRADE +8'-0" - PITCH TO PROPERTY LINE S60D A@ ' Q. �rp0 A. V7 r m° a FUTURE GHIMNEY FOOTING 8'-b- PROVID 16"zc30" GE55 PANEL 11-oil 0 2 I J 5EE E DWG A8 G e y L ---- -- - . J L - - - - - - - - J OF NEW - - - - - - - - - - - - - - - - - - - - - - - -- - -- O — — — — — - - - - - - - - - — - - o architect: r I I I i-— — — —— edward a. valeri aia I — - -- - - o I � H. F - -- - ❑❑ G ` J —_ _ _ i 1046 Pulaski road BOILER AG O o e. northport, ny 11131 I I II 516-151-2665 ° ° 1 F6ARAOE FIN. FL. +8'-b" -i 1 n � xv 9 — W 1 FIR5T FLOOR FIN. FL. +II'-O" I I I 5LAB ON GRADE 1 I0" Io' Io" 1 — L _ Q 5" GONG. W/ IOXIO 6/6 WW — r — — (3) 2x10 n OVER 4" POROUS FILL PROVIDE 24"x24" GOMPAGTED 95:5 I 5 5 P AGGE55 PANEL r - - - - -F - r— _, q 1 F-51L I I � o � 4pro ect: jB B I I I D new residence J I 14135 gin lane I n Southold, ny 1 I I 112 I Ij 2xlo 8 19'-2" BL 25W" I 20'_2" I� 4 P.T. 01515 0 I5'HO" 21'-1' — _ (2) 2"x10" N I'- "4 P.G. SONO TUBE 4 SEE DL-I W/ ''x2'x1FOOTING 4 a PROVIDE 24"44" A o �- AGGE55 PANEL o F IF b owner: 4 - - m — — — — 1 - -- - - - - - -- - o 13'-b" m/m waiter schneider 2-0" 2'-0" 2'-0" 2'-0' 4 A I 4 I 13 1 10'-82' 41-0" I I - � L-- J II ' I 11 FINI5HED6RADE +8'-b" J - -7 —_ PITGH TO 611N LANE 4x4 P05T m P.T. drawing: = 2XII 0 2XIO I6" O.G. I6"o.c. / 1 p Foundation plan 1 first fl. framing plan PROVIDE 24"x24° FINI5HED GRADE +8'-O" - PITGH AWAY FROM DWELLING 1 AGGE55 PANEL I — I I I I I I I I I 1 I 1 date: 2/3/99 I I — „ -- - - - ---- - - - — issue: I 3/22/99 BLDG DEPT. 8° 13'-32 6 0-82 b 2 4/1/99 39'-0• 26'_0" CONSTRICT. revlslon- 0 5/11/99 A5 PER BLDG DEPT. FOUND,4T I ®N FIRST F!_®®R FR14M INIS F L14N $GALE 1/4" = 1'-0" scale: 1/4" = 1'_0 42 of „yQ G`y,�EgEo Alt A. (2) 8"x3'_0"x1'-O" e° CONCRETE PA05 WITH 1�q I' f HOLD DOWN DOWELS 4 2p-p” 22'..0" FOR FUEL OIL edward a. valeri aia UTILITY ROOM: PARTIONS AND 2:�3. 2�_q3�� CEILING TO HAVE TWO LAYERS 5/8" 4 1'-0" 4 51-1" 14'-0" 2'-0' 2'-0' 2'-0' 2'-0' 1 norh la5ki r Ill I S. OFF ALIGN5W/BOILER q/�1 516-151-2665 Io I N�1FI. - ---i . L-- -- - I I o BOILER O I O Sj UTI ITl' O '�^ FUTURE FIREPLACE 7, 0 Y Iq' _ 2 2'-0" - I I ro'ect: KITCHEN BREAKFAST NOOK 3'-b° HIGH WALL Nv I new residence I O I I/4" THICK x 6' WIDE I I RED OAK I 1495 gin lane I 1 Southold, ny cw I I I (PIPE RAIL R®b"® I f--TO T.0.6'-8° 13'-2" 4'-0" _4 N I 2'-0' 2'-0' 2'-0' 2'-0' P I LIVING ROOM O 1 5'-8" INN IN ARE OPEN I TO ABOVE 9 ORAGE I 5 R 5ER5 owner: GA AG 3'-b" HIGH WALL W/ Iz — -- — 1 1/4" THICK x b" WIDE I m/m waiter Schneider T"I RED OAK WO D DECK -- ---- - - - -- - ------ ---- - - — -- 3' `-- ---- 3' I . v L D � o HAND RAIL i 02 ENTRANCE 6"® " 4'-0' / IP-5" 4: I o N. Rai , I a 5:-0. FIELD 5TONE 5ET IN 4" SAND I q'_ " NU F OROU5 MEMBRANE TO.b'-8' 0" r — — — WAND RAIL K' m m we BATSSOWER BATH 1 H I �ER 2-I 3 W4 — Du MASTER I drawing: GL. BATHROOM 1 / first floor 3/4" CRUSHED STONE DRIVEWAY ROLLED 0 W, ��/ ///''' COnStrUCf.lOn tan 6" THICK NUI/4"x6" METAL EDGE �{ �)N C I /G p 1i1..® r Dg I 7 4 I 2 2' 2'- ICL. 4 BEDROOM "1 4 CHI) I vrs p q I = date: 2/3/99 issue: 3/22/99 ® I BLDG DEPT. ICL. 4 2 4/1/99 CONSTRUCT. I I 4 L - - -- - - - -- -- ---- - - ------ - - - revision: 05/11/99A5 A5 PER 5LD'G DEPT. 2'-6" of Doors 5Y AWL-SEE oras W A4 FOR 5C+EME FIRSTF!o®Oil PL4N 26-0" ® WNDOW 5"OL—5E DRAWINS A9 FOR 501ED1LE SCALE 1/4" - 1'-0" scale: 1/4" = 1'-m° of r. G`S.tEREG AqD �rRD A. b9'-0' 0. 01021 AM' ATf OF NE`N,�D0 2M' V-10" -TYPE I BEAM 15'-9" TH15 WINDOW ONLY architect: -- - -- - -------- -- - ---- --- - --- -- - r- --- ---- - ------- -- ---- ---1— — -cam ---- - - - , edward a. valeri aia 1046 pulaski road (3) 2x10 e. northport, ry I131 I I I I f 4"x4" POST P.T. I II I I II ¢ I w I III 516-15'1-2665 I I 111 In 1 1 I I I I I zxl ® W I axlo I ® S II Ib la O I o o I L _ _ o m EACH iv r— ry /2X10 ® __���__ EACH POST III I � I I N _ / // � 12" O.G. - GGD I I L - J III I 2XIO O® � I— - - -- ---- -- --- - -- -- ----- - -- - -- - - - -t - - -- - — r- - - - - - ---- --- - - --- - - 2X10 ® EAGH POST III pro ect: -IT - - j III new residence a 0111 I _ (s) zxlo_ — — - -- - 1 4 1495 gin lane rvlllI OL _ _ _ILEE — Southold, n yl I OL 1 y —— — —— —— ——— ——— b' Po- P.T. 6"xb" POST P.T. r -- - -- -- - - -� I I iii —_ —_ i�gII I 1 DETAIL 'G' FOR - - - - -- -- - - -- - - - - - - --JJ Ill I IF 7h r - - - -- -- - - - - - - - - i BALCONY FRAMING I ' - -- - - -- - - - - - - - - - - - - - DRAWINGA"I L—--------- GARAGE DOOR ------ j---- --- - ---- -- ------ l _ I m — J AL owner: al o I m/m walter schneicler 2x10 BEAM TYPE I _ I m LL I drawing; I I I I I I second floor 2Xj G 2� framing plan 41 Ib' O.G� I Ib�O.G. I 4 �I CEILING J 15T5 GEILI G J015T5 I p I date: 2/3/99 I I I i issue: I 3/22/99 alBLDG DEPT. 1s'�r 1 ------- -- - ---- - - - --- "- - - -- - 2 4/l/99 ��COND '' �®OR Pi�AI"I INCA i��AN 26-0" 4-0° 3 CONSTRUCT. 5/ll/99 SCALE 1/4" , r_m" BLDG DEPT. revision: scale: 1/4" - 1'-o° 4 .4 of. 1 � �F HO. 03 Ttib F Tore OF NLS yOQ 6 ZiG architect: edward a. valeri aia 1046 pulaski road 7_ 3d yz e. northport, ny 11131 -© -� ---- - - - - -- - - -- - - - - ---- -- -- - - - - - - --- ----- - -� r--- - ---- -- ------------ ----I— — - - b� — - - - 516-151-2665 I I I I RA-VEN � - T 6E T I B TH I 0 -VEN RIS I .y 04" I 2'X12" CONTINUOUS RIDGE BEAM I © BATH '' G® E PLANS/SECTIONS I ®GL• _ "7 12 POR AND SSIZES NOTES / I - - -- - -- -- - -- —DI- ----- - ---- - BEDROOM %3 O i DECK new residence Q 4 m 4x4 P05T ® 1495 gin lane R-30 BATT I I �L - ��� OL Southold, ny INSULATION I ' /I li V 2'-5' 4-0" 2'-II 2'- " 1 4 VIM zzu ------ -- ------ -- --------i EN DOLLAR TIE — \ I I I�/1 I ry I I I I I I e 4 ID I RIDGE DETAIL I I I v I owner: 1 SCALE 3/4" = I'-a9" I I m/m walter Schneider I j 3'-6" HIGH WALL W/ I d I/4" THICK x 6" WIDE I ✓ RED OAK I 11/2"(P RED OAK RAILING W/ BRASS BRACKETS 3'-0" O.G. I 12-0" wBRACKETS TO STUDS GLEs a24o y b" FROM ENDS, ATTACH r ASPHALr sH OVER 30 Ib. EUILDIN6 %.,J' FELT OVER 5/H" CDX PLYWOOD V!/ �F 5HEAT INC(TYP) ° 25'-0" I 7'x10" ROOF RAFTERS B 16' O.G. Wlhl 9" K.F. (R-5o) BATT. INSULATION dj drawing: STORAGE I second floor BLOCKING 'u .' construction plan FLASHINI i 1 I I � , y,y�'� ;. � � 3/4" PLYWOOD walk section TOP PLATE M"/r I ON GEILING JOISTS EL. VARIES II )) ridge detail SEE ELEVATIONS t! _ I" DIAM. 5/8" GYPSUM BOARD GEILING AND SCREENED l,_On WALL FINISH (TYPICAL) r" VENT 16" OZ J ! �• I I date: 2/3/99 IIssue: I 3/22/99 BLDG DEPT. DI DOOR SYFWL-SEE WARM M FOR Wi ME � I � 2 4/1/99 Q HHWK SYMn-SE D MIWAgW56ffMLE I I CONSTRUCT. X3/4" PLYWOOD 'OVER FLOOR JOIST reVI510n: FIN. SECOND FL. SECOND FLOOR PL,4N 5/11/99 EL. t14Y01, sCALE 1/4" = v-i7 A5 PER BLDG DEPT. SEE FRAMING PLAN FOR JOISTS 51ZE VINYL SIDING--� scale: as noted 5/8" GYP5UM BOARD GEILING AND P14RT I �1L UJ�LL SECT I ON 2 BCALE 3/4 = I'-0 of: P GxgZERED .1R0 k m b9'-0' Yo, 1y 49'1' lrrf oil OF NEW iOpl arch ect: 4 — — — _—_—_—_ — — — — — — — edward a. valerl ala - - - - - - - - - - - - ® 1046pulasklroad el northport, ny 11131 g o I 516-151-2665 NU I N 2x12 RIDGE 2x12 RIDGE v -011 " O.H. I J " vpro ect: residencenew N y ry y I 1495en lane a ° ° I Southold, ny 2x12 RIDGE 1? 0 I � - - - - - - - - I L - - - - - - - - - - - - — PPORT WALL I / \ I owner: m/m Walter Schneider II II � I � I II � II II ry II I II � I drawing: RAFTERS2�X1I0�® RAFTERS 2X10 ® I roof' ib,, o.c. / Ib'�.c. 7 I I Framing plan " II II II II 2x6 GO LAR JT5. 24" o II II I I I date: 2/3/99 II � I issue: I—L - - - - - - - - - - - - - —� 1 3/22/99 BLD'Cx DEPT. 2 4/1/99 19'-5" 19'-1' 13'-0" 131-0" CON5TRUCT. 3 5/11/99 39'-0" 26'-0" 4-o BLD'G DEPT. 651-0, revlsion: ROOF FRI14MIN(S PLAN SCALE 1/4" • P-0" of: b"xb" TERRACOTTA FLUE W/GEMENT GAP Zf'RE° ARp 4 e a�F AL RIDGE BRICK GHIMENY 12 2xb P.T. 2'-0'x2'-0" 12 110 of NE* 8L architect: NIr 2xb P.T. edward a. valeri ala '�2CEILING e nortthportl ng Ill 1 i'-lo" _ 4x4 POST 4'-0" O.G. 516-751-2665 2x2 P.T. BALUSTERS ® W/ 4" GLEAR 5PAGING " I2 4 12 60 MIL MEMBRANE MAX. FLASHING SET IN A 145 ROOF MASTIC, 2xb GEDAR t 2xl P.T. 2nd FLOOR (2) 1/2" GARBAGE BOLTS _ g FAGE CEILING 64 (3) 1/2"(P GALV. GARRAGE pro ect: o BOLTS AT POSTS IxlO P.T. TRIM �] ❑D new residence a ® ® EXTERIOR WALL 1495 gin lane VINYL SIDING ALL HARDWARE TO BE GALVANIZED Southold, ny IIIJJJ ALL HOOD TO BE PRE55URE TREATED VINYL SIDING PROVIDE SILL FLASHING 5ET DOOR IN TYPE 2 CAULKING 1st FLOOR EL. GRADE � = TAIL AT � L C®N�' 0SCALE: Y14 „ EL. b'�O" SPLASH BLOCK GEMENT WASH BXIb VENT UVEB owner: _ — — — — — — — — — — — — — — — — — — — — — AND INSECT SCREEN (TYP) — - - — — _ — — m/m Walter Schneider TOMOFFOOTING _ - - - - - - — _ - - - - - - - - - - — EL. 3'-O" — � a �i�®Nt1��1�14TION T" ,� .Qf`e ��1Iyry,)V. ✓,l/n LE , 1'-0" o ellr CHIMNEY EL. 36'-I"±-""E___ 6'-I"±RIDGE — EL. 34'-I"± drawin exterior elevations CEILING — EL. 21'-10" ASPHALT SHINGLES TO UTILITY POLE I I I I I I N t t 112 12 8 g G date: 2/3/99 EL. FLOOR 1� Y EL. 19'-10" issue: — — I 3/22/99 q GEILING 6 BLDG DEPT. EL. VINYL SIDING GON$TRUGT. VINYL SIDING 14'-0" 2--0" 2'_0• 2._0" 2._0.. 15t FLOOR HAND RAIL revision: EL. 1'-O" III III '�N 5/1"1/99 GARA6E FLOOR lul EL. B'-6" A5 AS PER BLD'C� DEPT. GRADE EL. &'-0" I AND IN5ET W _GT 5GREEN MT) I AND IN5EGT SCREEN(TYP) � I I LASH BLOCK - - - - - - - - - - - - - - - - l - _ _ _ _ _ _ - -- BO M OF FOOTING Z = 1 EL. 5'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ` scale: 1/4" 1'-0° of: Y G`y0 90 An 8"x8" TERRAGOTTA FLUE CHIMNEY W/ GEMENT GAP �0 2 EL. 36'-1"* BRIGK GHIMENY *. 2'-O"x2'-O" RIDGE e� 12 12 ire of r+eW yo 10� �8 architect: edward a. valeri ala 104(o pulaski road CEILING e. northport, ny 11131 EL. 2T'-l0" VINYL SIDING 516-151-2665 ASPHALT 5HIN6LE5 FLOOR 19'-10 "iLad " ro ect: CEILING new residence 1495 gin lane southold, ny VINYL SIDING OF 15t FLOOR RAIL RAIL EL. 11'-0" R m GLRADE E� owner: GEMENT WASH \--8X16 VENT W/ LOUVER AND IN5EGT 5GREEN "J m/m Walter Schneider BOTTOM OF FOOTING REAR �L'�Vl�ltl®N I drawing: RIDGE EL. 34'-I"i exterlOr elevations Wall section detail ASPHALT 5HINkE5 EL. 2T-10" ® IFT I TO U.P.A. POLE @ STREET date: i ASPHALT 5HINGLE5 2/3/99 2nd FLOOR issue: EL. IQ'-10" 2nd FLOOR I 3/22/99 VINYL SIDING EL. 19'-10" 51-1)'G DEPT. CEILING 2 4/1/99 ® VINYL SIDINGIrt revision: I� 5/11/99 EL.FIL O'R A5 PER BLDG DEPT. b GARAGE FLOOR m EL. B'-6" h GRADE 5PLA5H BLOCK HXI6 VENT W/LOUVER 16"Hx30"W ACCE55 PANEL V EL. 8'-O" TYP. ® LEADER5 AND INSEGT 5GREEN trYPJ scale: BOTTOM OF FOOTIN as noted EL. 3'-O" p �ID� �l��V14Tf ®N of: (2)5/8" G.B. - WATER RE515TANTSt&*10 A TO BOTTOM OF J015T5 5/8" GYP. BD. TAPPED/SPACKLED/PRIMED P-O" WIDE P.T. 3/4" PLYWOOD Q+°x A, $ PAINTED WHITE R ALL SILLS (TYPICAL) 2x SOLID BLOCKING 5" GONG. AIR-ENTRAINED BROOM moo'' n 3" WOOD BASESEE SADDLE DETAIL GALV. "X" BRIDGING MAX. 6-0" TYVEK 3/4" PLYWOOD OVER VAPOR BARRIER FIN15H I'-O" I'-O" 5'-O" MEMBRANE FLASHING 60 MIL FROM J015T SUPPORT PITCH I/8" / FT. _ SET IN ROOF MASTIC % 0 21N4b � FIN. FL. FIN. FL. FIN. FL. g. ELEV. +111-011 ELEV. +II' 0" ELEV. +I I'-0"_ yrs OF NEW 2x10 JOISTS • ' —2x10 P.T. 2x10 • architect edward a, valeri aia D46 Pulaski road cV • -III=III= I•=III= I I=III=1 1=III=III III ' e. northloort, ny 11131 o FIELD STONE _ I- I-III-I -III-III-III-III-III=III=1I I-I I 516-151-2665 =1 19 I I I I I-1 I I I I -I 11=III-III EI I I-III-III=�11 GARAGE N =111-1 I =1 1_1I 1=1 1=111=III=111-1 1=111=111=1 FIN. FL. 1/2" PREMOULDED JOINT -III-III-III 1 III-III 111-III-1 1=1 I I-III=111=III- ELEV. +b'-b" x z x FILLER AT WALL EDGE IIII=III=III=III=111111111 III 3/4" PLYWOOD — — — — 111-I —I -111— — 6" POROUS FILL q5� COMPACTED 2x4 P.T. ___ _ - - - _ _ . ..,� = =_ � __ � _� - = � I III III=III III=111_111 III-III=III" ,111_111-III III-- I EER=I11 111-111 IIiI=III -11=111=111=1IF1II-ll-III-III=1 5" SLAB ON GRADE- I I1=1= 11 1- I1-III I11-111-1- LL= -I III 111-111—III 1 I-111 II #5 REBAR EMBEDED INTO 8 G.U. 111=III=III=III=111 111=111 III=III=III=I 1=I I I=I I 1-1 I 1-1 I I=I I I= w/ bxb 10/10 WWF - I I=I I 1=111-111 1I1=1IFEIII=III=111- 4" SAND III 1=III 9I 11=111=111=111=III=1 I6" FILL i l/ MOTAR SOLID _III=III=III=III II'1=III =1I =1I I=I I I=I I =I I =I I I-I I1=I I I= 4" POROUS FILL =III 11 III=111=1 1=111=III=III=III=1 I -I 1= 1 111=111-111-III-111-111-111=111 1=III=III=III=III=III=III III=1II-III=111=111=III=111=1I- -111=III =111=111 II1=111=1I1=1I-III- POROUS MEMBRANE- -III-III-III-III=111-III-III-111-111=111-III-'= I I-I 11=111=111 I'1=1 I I 1=1 11=I=1 11=1 11=l_I 1=1 11=I 11- TYPICAL COMPACTED 11=1 I 11 111=1 11=1 FHw1 = 1=1 I I_I I II i-1 i 1=1 I 11=1 I-III-I 1=1 I-III-III-III-III-III-I I- ;�=IIF1II-I I FTdII=I I I I I II 11-11 I=I I I=111-1 I I=I I I- IYPIGAL -I I I-1 I I 1=111=1II 111-111-111=1I1-II1- -111=111- 1=111=111=111=1I1=1 I I-1 I F1 11=111=IIII I I pro ect: 1=1I 1=111911=1I 1=1 I I; 1=I III i -I 11=1 1=1I 1=1I 1=1I I-I I1= III=II IMII;rlll III-III III=111_111-III=III=III- :III-SII 1=III=111 III=III=III=III=11 III-III III=III=III=III=111=III-III=III- new residence a -� 1=III=III I I I-I I I =III=111 111-I I I=I I I=11 -I I I I I :11 I-I I I=o L= 11_1-I I I=1I j 1 ' 1=III=11 I III-III-III-III=III=III=III; 1495 gin lane 11=I I I-III-I I I=I I I=I 11 III-I I I=I I I-111=I I I=111 -11 Ed IM I I=1� I I I=I I I=1I MI -III=III 1=11 III-III-III=III=III=III- =III-III-III III-III 1=III=III=III=III=III- III=III III III-III-1 1=III=J11=11 ' 11=III=11 III=1 =III=1Ti=1Ti=TI=III=1 Southold, ny 5=111=1 11=1 I ITI I M 1 I I I-1 I MI I I—I 11=111= =1 I I—III 1=1 1=1 111=1 I I- —I 11=1 1=1 1==_#S REBAR`P11 _ — I III—III "IT--1�' -111=L1-III III-III 1=1II-111=1I1=J1-1 ' .III=111 III 111=I I I-1 1=�-I II-II1=1 I 1 11- I FREE FORM FOOTING, POUR '-III-III-III-1 1=11 I 11 El I I-I I I-I 11-11 =III-III 1=111=111 III-111, -1 1= 1 I= I -1 V WALL I o" x r o° :II I=1 1=1I -II 1-111-III- =111-1 - 1=1 1=1 I- 1=eH III I -III a l=III=III; =III-III I IF I-III-1o III—III 11II 1 I II 111 III I 1 -111= 1T =III -. — — —I BOTTOM OF FOOTING — BOTTOM OF FOOTING =III ' — III-1 BOTTOM OF FOOTING= _ _< I= _ 11—III ELEV. +3'$ = = - - _ - ' ELEV. +3'-O" = = - ELEV. +3' 0 :IIII III 1=1 1=1 1=1 - =1 I'1=1 I1=111=ITI GENERAL FOUNDATION NOTE: I-ITI=111=1 I1=111=ITI-ITr I. SET FOOTING ON UNDISTURBED( SOIL. owner: NOTIFY ARGHITEGT 10 WORKIN(5 DAYS PRIOR, TO eE C T I ON A - A EVALUATE 501L GONDITION5 - NO FOOTING SHALL 5E C T I ON 5 - 5 5 E Cr I ON F - F m/m wa Iter schneider Or-ALE: 3/4^=r-m" BEAR ON GLAY OR GLAY TYPIE 501L - SET ON SCALE: 3/4"=1'-0" SCALE: SEE 5EGTION 'GG' FOR ADDITIONAL NOTES BROWN FINE TO GOUR5E SAND' SEE SEGTION 'GG' FOR ADDITIONAL NOTES 2. 3500 P51 CONCRETE TRANSIT MIX - PRESENT 5LIP5 TO ARCHITECT POOR SCHEDULE SYMBOL SIZE LINTEL TYPE R-VALUE COMMENTS DI 1'-014xab'W I ANDERSEN 5LIDIN6-P55L R-3 PERMA514IELD/5CREEWL6W e, RAMP 51LL,CONTEMP. HARDWARE D2 b'-b"Hx3'-O'W 2 50LID WOOD PANEL R-5 PIq BATT INSULATION D3 6'-6" 3 HOLLOW METAL NA 50' EXTERIOR GRADE 2xb STUD Ib" O.G. D4 6' &-HxYO'W 2 HOLLOW METAL 3/4 HR R-3 IN5ULATED PLYWOOD VAPOR BARRIER CONTINUOUS D5 61-511Hr3'-61W 3 HOLLOWLORE WOOD NA TYVEK 50" GYP. BO. TAPPED/5PAGKLED/'RIMED D6 6'-9"Hx2'-6"W 3 HOLLOW CORE WOOD NA drawing: 8 PAINTED WHITE DI b'-b"Hx3'-0'W 3 HOLLOW LORE WOOD NA VINYL SIDING 3" WOAD BASE Da 6'-a"HO'O'K 3 WOOD LOWER SLIDING POCKET NA fnd. sections 3/4" PLYWOOD OVER VAPOR BARRIER 3/4" PLYWOOD OVER VAPOR BARRIER 6'-a^Hx3'o'w 3 WOOD PA+@L SLIDING POCKET NA door schedule Di T-0"Hx4'-O'W 3 WOOD PALL BOTTOM- NA gk FIN. FL. FIN. FL. WOOD LONEREDTOP BI-rOID window Schedule ELEV. +11'-0" EI EV' +11'-0" 10 6-61-10b'14 3 HOLLOW METAL INSULATED R-a lintel schedule 2x10 JOISTS -/ I I AND WEATHER STRIP lintel detail DII 6'-b"HO-4"W 3 WOOD PANEL BOTTOM- NA WOOD LOWERED TOP GEMENT WASH R30 BATT INSULATION SEG D N DI2 1 T-O"Hxi5'-10'W I METAL I14511LATED R-5 AllTO/REMOTE W/ GALVANIZED GHIGKEN WIRE TO Q, J015T5 W/ ROOFING NAILS (2) 2x 51LL o WINDOW s c H E p u L E N 5YMBOL 51ZE LINTEL R-VALUE MANUFAGTURE GAT. # (2) 2x8 GGD SILL 1 "d GALVANIZED ANCHOR OLTS 12" LONG 8" LBB BLOCK 0 3'-5"W x 3' 5`1H 2 R-3 ANDERSEN TILT HASH TWI34310 /2 ® 2'-9"W x 3'-5"H 2 R-3 ANDERSEN TW2832 FIN. GRADE a,-011 O.G. 6° FROM ALL CO HERS — — — — — — — — — — — — ® 3'-I"W x 4'-PH 2 R-3 ANDER5EN TW30310 date: 2/3/99 ELEV. +5'-0" —_ Ill Hi Ill ANDERSEN TW24210 —III- I 1—Ill- —III Ill 111-III III III,,- ' _ _ _ _ _ _ _ _ _ _ _ ® 3'-I"W x 3'-5"H 2 R-3 ANDERSEN T1,0042 111=111=11 111=1111 -2" GONG. SLAB, NON-FOR ED III-111=III-111=III-1 —III=111—III—I I 1—I 1 I-111=11 ® (I) 3'-I"W x 3'-I"HI 2 R-3 ANDERSEN R) TW30210 slue: 171 Fill Fi l ll=1I'I-III-III-III-III-III-III- -11 I-11 I-111-111-11 =III=III-1 11-111-11 1 1-1 1; (1) 1'-O"W x 3'-I"H (1) DHT 3010 1 3/22/99 =III-III=1I III-I hI I I-111-111-I I-III-111=1I 1-111-11 I-1 1-11 I-1pilli PIER FILL BLOCK SOLID ® 6'-4"W x 4'-6"H 2 R-3 ANDER5EN TW45-DHP3042-18 BLDG DEPT. -I I1=1II -II-1II-II1=1I1=111-111-111-III- LI-III-III-III-111 1I-111-Il-ll-Il=11=11" Ti =i r=_I I 11=1 11=mi =1 I -=, I I-I I I-II I-I 11=1 f =11 =111=I= I 11=111=1 El 11-I 11=1 I I-I 11-I I I-I I I- 7-_:l - 2 4 /99 -111-111 -III=111=f l l=IIIIII=III=III=III- 11=I I=I I 1E Ed I I III-III=I I I=111=I I I-111=11 CONSTRUCT. II I-III-I I - I EEI 11=1 I I-I I I-1II-I 11=1 I I-II -I I-111-11 I-1 I I-1 I-i I-1 I I-1 I I-1 I -I I I-1 I I= BEAM / L I N T E L s c H E D u L E -I I I-I I I I -141--111 I I F111=111=111=111- I f_I I 1_1 I 1=1 I 1E1 I IE I I1=111=1IEl 11-111-I 11=11 TYPE SIZE NOTE NAILING ITI 1=III=1J=1 11-1 I 1-I I 1-I I =1 I -I 1-III-1 I-I I-II1=111-111=1 I I-I I 1=1 I I- (3) 2x10 SEE DL-I 3 #Ib COMMON NAILS BOTH SIDES ® I'-0" O.G. _III-111 �� I 111=111—�I I—I I 1=1 1=1 = 11-11 = 11—III—III—I 1 I—III III=I I -1 1-1111= I I 2 (2) 2xb SEE OL-I 2 #Ib COMMON NAILS BOTH SIDES ® I'-0" Ob. � _ e - S LBB,w/,DUR;o-WALL EAGH COURSE -III-III-III-III=1 I=III-III-III=III-III-III- revision: I 11111 I II Il I=III=1 (FILLED SOLID ® ANGHOR BOLTS AND 11-1T_I-111111=III I 1 I1 I 1=1111 I 1=1 11=1I1=1 3 (2) 2x4 2 #Ib COMMON NAILS ® 1'-0" o.G. 11-111=I I III=I 11T111=2'-O EAGH DIRECTION @ CORNERS -III-III-I - III-III-I ' ID 5/11/99 -III=III 1=III=1 I' =I (FROM TOp OF WALL TO FOOTING1=111=III 111 III-111=1 111= —I 1=111=1 I I— AS PER BLD'Cs DEPT. T (6)#5 REBAR EAGH WAY— r 1-III (3) #5 REBAR _�- 11-Q =111-111= -IIII 1 .;. ' . •.. s •' • ' t' 111 11111 WAILING BOTTOM OF FOOTING= 1lI 111=111-1 BOTTOM OF FOOTING I=III III I �51EE BEAM/LINTEL SCHEDULE 111-11 ELEV. +3'-0" - ELEV. +3-0 1=11 1 =? p = 1 lI' =III I 1 �T1I1 IIII III I 1 14'-0" jI 1111 111 1- J015T (5EE FRAMING PLAN FOR 511) — I=III— —ITI-ITI,=, i1T11�T�,1-I;,I-IT- J� �� I ION P �� ` ®N _ PLY FULL DEPTH of T scale: PL GE `.J I PLACE 8'-O" LENGTHS AT CENTER OF ds noted LN6 USE SC ! 1' ALE: 3/4 = -0" SCALE: 3/4"=1'-m" PLYWOOD AT BLEARING ENDS SHORTER SEE SECTION 'GG' FOR ADDITIONAL NOTES FOUND,4tION :��CTI ®Na 5E ,4M/L 'INTEL CON&TRUGTI ®N SCALE: 1 1/2"=I'-0" of: G`gZERED ARDbi 4� �-*VaD A. ELECTRIC 5YM50L5 O 1pe OF NEW ND@ 15 AMP DUPLEX RECEPTACLE MOUNTED IS" ABV ❑ FINISHED FLOOR EXCEPT WHERE NOTED OTHERWISE. I —�� dhiW I TOP OUTLET SWITCHED 15 AMP DUPLEX RECEPTACLE MOUNTED IS" ABV architect: FINISHED FLOOR EXCEPT WHERE NOTED OTHERWISE. cfl edward la ki leriroad ala nKfI r –__ –J L –– _–– ABOVE DUPLEX COUN ER TOP.RECEPTACLE MOUNTED Ita46 puldskl road G1601LER VA O A -h- �c tfjI e. northport, ny 11131 Y Y 516-151-2665 I i MOUNTED AT"EIGHT REQUIRED-0 30 AMP 230 VOLT FLUSH T BD7 EQUIIFMENT RECEPTACLE I D GF �GFI 15 AMPD FLOOR DUPLEX RECEPTACLE CEXCpi CLE - WITH OTEDIO ROT E➢sE� MOUNTED W" ABV W i -(5- {i} .[} _ SINGLE POLE SINGLE THROW 15 AMP WALL SWITCH r TT T I3 THREE WAY 15 AMP WALL SWITCH I �E I JUNCTION BOX DI I I ® SMOKE ALARM HARD WIRED TO 120V.POWER SUPPLY -¢SAI - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE. pro ject: I �(} WALL MOUNTED INCANDESCENT LIGHT FIXTURE. new residence I I I T I I I LQJ CEILING MOUNTED EXHAUST PAN 1495 gin lane I d GAR3AGE DISPOSAL Southold, ny I PHONE JACK WIRED BACK TO TELEPHONE BOARD SURFACE MOUNTED 2 LAMP FLUORESCENT LIGHTING FIXTURE I I I SIMILAR TO LITHCNIA MODEL AW240 ELECTRIC PANELdi 9 I --- -- I —i I — — I wP — I -10 Elm I owner: I m/m Walter schneider I C ® r-- - - � I I I I � I I I W I� IWF, 1 I � I I I drawing: I I I first floor I electrical plan I ® I I SA I I I I I I I I I I I I I I I I I ' I I I I � date: 2/3/99 I I I issue: FIRST FLOOR SLECTRICAIL PLAIN ' 1 2/ /99 SCALE 1/4" - P-0" L -- - - -- - - -- -J 2 4/1/99 CON6TRUCT. 3 5/Il/99 BLDG DEPT. revision: scale: 1/4" = 1'-0 11 of: ,r,00 A@,moi W 6'-0' ELECTRIC 6''r5OLe r,,h°' 0l OQ f OF N61JN 15 AMP DUPLEX RECEPTACLE MOUNTED IB" ABV FINISHED FLOOR EXCEPT WHERE NOTED OTHERWISE. TYPE I BEAM 273" 5'10 TH15 WINDOW ONLY 15_q 8-0 TOP OUTLET SWITCHED 15 AMP DUPLEX RECEPTACLE MOUNTED IB" ABV architect: --- ---- - ---- --FF - --- - - -- ---- ---- - - - , FINISHED FLOOR EXCEPT WHERE NOTED OTHERWISE. edward a. Valeri ala r ——————— 120 AMP DUPLEX— ABOVE COUNTER TOP.RECEPTACLE MOUNTED Im norphportl r d I I )2X10 I 4"x4" P05T P.T. 516-757-2665 30 AMP 230 VOLT FLUSH MOUNTED RECEPTACLE - I I 2 ® R I 2XIO MOUNTED AT HEIGHT REQUIRED BY EQUIPMENT 15 AMP DUPLEX RECEPTACLE - WITH ON PROTECTION MOUNTED IB" ABV I� I EACH P05TSINGLE FINISHED FLOOR EXCEPT WHERE NOTED OTHEF3UI5E. N fV S t�2X10 ® � iry P SINGLE POLE SINGLE THROW 15 AMP WALL SWITCH THREE WAY 15 AMP WALL 8WITCH 2X10 ¢ JUNCTION BOX I— -------- -- - --- ---- ---- - --------- - fi- -- -- - r-- - -- - - - -- --- ------ - xO O 1 SA ® I ETH P05T ® SMOKE ALARM HARD WIRED TO @0V.POWER SUPPLY ol N N I -4�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE. r0 ect: (V I ® ® I I{ } WALL MOUNTED INCANDESCENT LIGHT FIXTURE. new residence � I p I (5) 2x10 — T 1495 gin lane I — — rem CEILING MOUNTED EXHAUST FAN FT ---- --- I N (j GARBAGE DISPOSAL Southold, ny Ill " P05T P.T. 6"xb" P05T P.T. r - -- -------- -----r PHONE JACK WIRED BACK TO TELEPHONE BOARD I SURFACE MOUNTED 7 LAMP FLUORESCENT LIGHTING FIXTURE SEE DETAIL 'G' FOR I BALCONY FRAMING SIMILAR TO LITHONIA MODEL AW240 I ® u di DRAWING Al — TYPE IBEAM I - - - --- L--- - -- - -------- -------- -- m B L— ——— — ——— 1- GARAGE DOOR I owner: a m/m walter Schneider I 2x k, BEAM TYPE I 1 I m I I g � I X I I I yl I dra Win I I I I I 2X10 �®�I� 210 second floor I � electrical plan _v I 16" O.c. / I 15'1 o.c. / I 4 �I CEILINS OG CEI LI V 7 J015T5 I I I I I I I I I I I 1 I I I I I I date: 2/3/99 I I I i issue: 1 2/ /99 j 2 4/7/99 �� - - - --- - �2=- --- --- ———— — —- "- ---- - CONSTRUCT. 3 5/17/99 era COND ! PLOOR ELBCTFR I C4L PL4N 26-0" 4'-0" BLDG DEPT. SCALE 1/4" reV151on: scale: 1/4" = 1'_0 EE 2 of P WR27M r v � r z architect: Edward a. valeri aia I046 pUlaskl road e. northport, ny 11131 516-151-2665 1495 GIN LANE 5CUTHOLD / N E CJ �'r fRvN project; L15T OF pRAIUING5 new residence 1495 gin lane GENFRAL NOTES. Al - TITLE SHEET, SITE PLAN, GENERAL NOTES FLOOD PLAIN Southold, ny I. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION b. ALL DOOR HARDWARE, BUTTS AND DOOR 5TOPS ARE TO BE 51-HLACE 'A' OR 'B' SERIES OR A5 A2 - FOUNDATION PLAN, FIRST FLOOR FRAMING DWELLING FIRST FLOOR CRAWL SPACE 1830 SQ. FT. AND BUILDING CODE, LOCAL BUILDING SANITARY GODES AND ORDINANCES. APPROVED BY THE OWNER. ALL EXTERIOR DOORS TO RECEIVE 1 1/2 PAIR PUTTS, WEATHERSTRIPPING, 2. THESE DOCUMENTS ARE DE516NED TO BE IN AGCORDANGE WITH THE NEW YORK KICK PLATES, LOGK 5ET, SADDLES AND DOOR STOPS, INTERIOR DOORS I PAIR BUTTS;PA55A6E SET A3 - FIRST FLOOR CONSTRUCTION PLAN B DETAILS EXCEPT OCCUPIED ROOMS HAVE A PRIVACY TYPE INGLUDIN6 THE BATHROOMS, REQUIRED CRAWL- SPACE VENTING 1830 SQ. INCHES ENERGY CONSERVATION GORE FOR A 6000-DEGREE DAY CLIMATE AREA. A9' - SECOND FLOOR FRAMING 3. THE ARGHITEGT A551JMFS NO RESPONSIBILITY FOR GONSTRUGTION MEANS, METHODS, 7 DOORS BASE AND WS TO RECEIVE WOOD TRIMD PAINT QUALITY. ALL ROOMS TO RECEIVE A5 - SECOND FLOOR CONSTRUCTION PLAN DETAILS 1888 50. INCHES PROVIDED TECHNIQUES, SEQUENGES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PR06RAM5 IN GONNECTION WITH THE WORK. THERE ARE NO WARRANTIES EXPRE55ED OR IMPLIED b FOR THE PURPOSE OF BIDDING THE FOLLOWING WILL BE THE FLOOR FINISH SUBJECT TO OWNERS APPROVAL. A6 - ROOF FRAMING IN THE USE OF THESE PLANS. KITCHEN/DININ6/LIVING ROOM TO BE FIRST GRADE 3/4" THICK RED OAK WITH 2 1/4" FACE WITH URETHANE 4. THE CONTRACTOR 15 TO RETAIN A LICENSED SURVEYOR TO LOCATE THE BUILDING IN FINISH. BEDROOMS TO HAVE PREFIN15HED OAK HARDWOOD PARQUET 5/16" THICK. ALL BATH/TOILET ROOMS Al - EXTERIOR ELEVATIONS AHE GONTNGE WITH THE SURVEY ATTACHED HEREIN TO PROVIDE THE OWNER A SURVEY TO RECEIVE FLOOR TILE. WALL TILE TO THE GEILING AT THE TUB AREAS AND TILE 4'-0" AFF OTHER BATHROOM AREAS. OF THE FINAL LOCATION OF THE BUILDING TO 8E SUBMITTED ID THE LOCAL &A SURVEY DINC, 9. ALL KITCHEN GABINETRY SHALL BE SELECTED BY THE OWNER, FOR THE PURPOSE OF THE BID A $15,000.00 A8 - EXTERIOR ELEVATIONS DEPARTMENT,THE SEPTIC SYSTEM TO BE SUBMITTED TO THE HEALTH DEPARTMENT ALLOWANCE WILL BE INCLUDED IN THE BID.REFALL B THIS CONTRACTOR WASHER/WASHER AND DRYER AND TO THE ARGHITEGT. TO BE PURCHASED BY THE OWNER AND INSTALL BY THIS GONTRAGTOR ACI - FOUNDATION DETAILS, DOOR SCHEDULE, WINDOW SCHEDULE oWneY: 5. PROVIDE CERTIFICATE OF INSURANCE FOR GENERAL LIABILITY, WORKERS IO.GONTRAGTOR TO PROVIDE 16" DEEP IBY 3/4" THIOK PTS PLYWOOD WITH ED6EBAND AND 1-3/e" DIAMETER BEAWLINTEL SCHEDULE AND DETAIL ID WOOD POLES SUPPORTED M5PAN IIN ALL CLOSETS LOYPSUM GEILING AND WALLS TO BE 548" TYPE 'X', SECURED WITH 1- 1/4" LONG, SCREWS AND EI - FIRST FLOOR ELECTRICAL PLAIN 111/111 Ula ter 5C e er COMPENSATION ETC. MAKING THE OWNER AND ARGHITEGT THE NAMED INSURED. 6. THE CONTRACTOR SHALL GON5TRUCT THE SEPTIC IN ACGORDANGE WITH THE DRAWINGS RECEIVE THREE (3) GOATS OF SPACKLE, HAND SANDED AND PRIME GOATEE) OWNER i0 FIN15H GOAT. E2 - SECOND FLOOR ELECTRICAL PLAN SUPPLIED BYdA. I11GE6No L5 AND PROVIDE BOTH THE BUILDING DEPARTMENT AND THE OWNER A GERTIFIGATE OF APPROVAL FROM THE HEALTH DEPARTMENT ON FINAL APPROVAL, 12.ALL INTERIOR GAULKING TO BE SILICONE AND ALL EXTERIOR GAULKIN6 TO BE TWO (2) PART POLYSULPHIDE WITH DOLOR TO MATCH MATERIAL TO WHICH APPLIED. 7. THE STANDARD FORM OF AIA DOGUMENT A201,GENERAL CONDITIONS APPLY AND THE STANDARD AIA FOR AIO7 OWNER/CONTRAGTOR FOR WILL BE USED FOR THE CONTRACT 13 ALL WOOD MATERIAL USED IN THE DECK AND BALCONY CONSTRUCTION EXCEPT THE DEGKING TO BE PRE55UPE TREATED 5. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND ARRANGE FOR ALL IN5PEGTION5 MIN, 40% PENETRATION, INCLUDING WAILERS, PO5T5, JOI5T5 AND BEAMS. DECKING, MATERIAL TO BE 2"xb" CLEAR GEDAR. -------- - -- - - - AS REQUIRED BY THE BUILDING DEPARTMENT. THE CONTRACTOR SHALL OBTAIN A 144EXTERIOR WALL5 TO HAVE TYVEK OVER 5/8" EXTERIOR PLYRIM WOOD. THE SIDING AND TTO BE VINYL CERTIFICATE OF OGGUPANGY, FIRE UNDERWRITERS CERTIFICATE AND HEALTH DEPT. APPROVAL COLOR AS 5ELEGTED BY OWNER. 9. THE CONTRACTOR SHALL FULLY GUARANTEE FOR ONE (I) YEAR FROM THE DAY OF ` ACCEPTANCE BY THE OWNER, HIS WORK AND THE WORK OF H15 SUBCONTRACTORS. ISALL INTERIOR WALLS TO RECEIVE 3 W2° UNPAGED BATT INSULATION AND ALL CEILINGS TO RECEIVE b" \ THE CONTRACTOR SHALL SUPPLY THE OWNER COPIES OF ALL GUARANTEES, INSTRUCTIONS UNPAGED INSULATION FOR OPERATION, AND INFORMATION LITERATURE AG6OMPANYIN6 ALL FIXTURES AND EQUIPMENT 1613ATHROOM VANITIES AN ALLOWANCE OF $ 1,200.00 WILL BE PROVIDED AND INCLUDED IN THE BID. `\ .I TO BE INSTALLED. IN ADDITION,THE CONTRACTOR SHALL INSTRUCT THE OWNER IN THE CORRECT OPERATION OF ALL SUCH FIXTURES AND EQUIPMENT. 10. THE GONTRAGTOR SHALL KEEP THE PREMISES REASONABLY GLEAN AT ALL TIMES. MASONRY: " i drdWln AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS, TOOLS,RUBBISH, ETC. GLEAN ALL GLASS AND LEAVE WORK BROOM GLEAN. 1. ALL MASONRY WORK TO CONFORM TO "BUILDING CODE REQUIREMENTS FOR MASONRY STRUGTURE5" 11, THE GONTRAGTOR SHALL PROTECT ALL INSTALLED WORK AND UPON DAMAGE MUST AGI 530-927/A5GE 5-92/TM5 402-92. \" cover She@t EITHER REPLACE THE WORK OR REPAIR THE WORK AT THE OWNERS OPTION. 2 THE MINIMUM COMPRESSIVE STRENOTIH OF MASONRY ASSEMBLIES AT 2b DAYS SHALL BE 12. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HAPHLE55 THE OWNER, ARCHITECT 3000 P51 ON THE NET SECTION. --__ ___ _ _-_ _ __--L- - - - - --L - - - - - - -- AND THEIR ACENT5 AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, LOSES AND EXPENSES 3. ALL MASONRY ELEMENTS SHALL BE ADEQUATELY BRAGED TO PROVIDE STABILITY UNTIL INCLUDING ATTORNEY FEE5 IN CONNECTION WITH THE WORK THE ENTIRE STRUCTURE 15 COMPLETE A TO PREVENT DAMAGE DURING CONSTRUCTION. /� ^ I 13. UPON WRITTEN NOTIFICATION TEN (10) WORKING DAYS PRIOR FROM THE CONTRACTOR THE GIN V ARGHITEGT WILL INSPECT THE BEARING SOIL GONDITIONS, THE FRAMING AND THE FINAL INSPECTION. MEGHANIGAL: THE FINAL INSPECTION AND RECOMMENDATION FOR THE FINAL PAYMENT THE CONTRACTOR SHALL SUBMIT, GUARANTEES AND RELEASES OF LIENS FOR HIS WORK AND THE WORK OF ALL SUBCONTRACTORS, I PROVIDE AN OIL FIRED BOILER WITH A 135,000 BTU OUTPUT AND A HOT WATER STORAGE TANK PRESENT A GERTIFIGATE OF OCCUPANCY, A FIRE UNDERWRITERS GERTIFIGATE, THE HEALTH WITH A CAPACITY OF 55 GALLONS. BASEBOARD RADIATION SUFFICIENT TO MAINTAIN 72 DEGREES _ ___ _ _-_ _ _T N srsa'lo' IEI4o oo' DEPARTMENT APPROVAL AND A FINAL SURVEY. INSIDE WHEN O DEGREES OUTSIDE NO PIPING IS PERMITTED BELOW THE SUBFLOOR PROVIDE (2) ZONES, I EAGH LEVEL. - 14.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND THE JOB CONDITIONS IN THE FIELD 1 >.:Y,,,j AND NOTIFY THE ARGHITEGT OF ANY DISGREPANGIE5 PRIOR TO THE GOMMENGEMENT OF CONSTRUCTION 2 PROVIDE AND INSTALL A CENTRAL VACUUM UM AND DUEL MOTOR E NND LE,WITH TWO OUTLETS BE REMOVED FROM THE 517E AND PROPERLY DISPOSED OF PER LOCAL 6OVERNIN5 JURI5DIGTIOW5 ON THE FIRST FLOOR AND ONE AT THE VACUUM AND ONE ON THE SECOND LEVEL W/ COMPLETE AGGE550RIE5. I5.ALL GON5TRUGTION DEBRIS AND EXISTING SITE DEBRIS INGLUDIN6 TREES GENERAL DEBRIS EC. SHALL 3 PROVIDE A DIRECT KITCHEN EXHAU57 AND HOOD TO THE EXTERIOR. * �: REQUIREMENTS. PLUMBING: I I rc,yS IG,GONTRACTOR TO SUPPLY AND INSTALL ALL STANDARD BATHROOM AGGE55ORIE5. TYPE SELECTED BY OWNER. AN ALLOWANGF OF $ 500.00 FOR MATERIAL WILL BE INCLUDED IN THE BID. 1. ALL WATER PIPING TO TYPE 'L' HEATIIN5 AND MAIN DOMESTIC AND HEATING TO BE TYPE 'K'. NO LEAD SOLDER WILL BE PERMITTED IN THE WATER SUPPLY PIPING. I 3/22/99 2. ALL WASTE PIPING TO BE GAST ROM NO HUB BELOW THE FIRST FLOOR 51TE WORK/61RADIN6: 3. ALL FIXTURES TO BE AMERICAN STANDARD. ALL FAUCETS TO BE MOEN. OWNER TO SELECT FROM BLE) G DEFT.1. CONTRAGTOR SHALL STRIP C0N5TRUGTION AREA OF TOPSOIL, STOGKPILE FOR REAPPLICATION STANDARD SERIES AN ALLOWANCE IWIL BE PROVIDED IN THE BID FOR MATERIAL PURGHAGE OF THE �.1'� \ " KITCHEN SINK, BATHROOM FIXTURES ,AND FAUCETS IN THE AMOUNT OF $ 6,00000. -- - - - --"' w 2 4/ /99 A5 FINISH LANDSGAPIN6. a o CONSTRUCT. 2 BACKFILL MATERIAL SHALL BE FREE OF OROANIG OR FROZEN MATERIAL. 4. WATER PIPING SUPPLY IN GRP.WI_ SPADE TO BE INSULATED AND HEAT TRACED N' a 3. ALL GONGRETE FOOTINGS AND 5LAB5 MUST SIT ON 95% COMPACTED SOIL AND ALL 5. PROVIDE (4) NON-FREEZE TYPE H05E DIB5 - LOCATE A5 PER OWNERS DIRECTION. \ I 3 CON5TRUCT. FILL/POROUS FILL TO BE COMPACTED 95% z m 4. ALL SOIL PIPIN6 TO BE PLACED IN A TRENCH HAVING A 6" POROUS FILL BASE COMPACTED TO 95% ELECTRICAL. � ___ _ _ - �53T'54'10" W _-• 14000' 1. THE ENTIRE INSTALLATION SHALL BE IIN GONFORMANGE TO THE LATEST EDITION OF THE NATIONAL revision: CARPENTRY WORK: ELEGTRIGAL CODE AND THE RECULA,TION5 OF 'LIPA' 5/11/99 1. FIRE 5TOPPING OF CONGEALED 5PACE-5 SHALL COMPLY WITH THE NY5 BUILDING E CODGEILING 2. ALL BATHROOM/TOILET$/KITGHEN AND 6ARA6E OUTLETS TO BE 'CFI' PROTEGTED. BL[)l AS PER Cs DEPT. LP\ GON5TRUCTION FRAMING SYSTEM OF SUPPORTING HANGERS AND CARRYING CHANNELS 3. THE TOP HALF OF THE OUTLETS IN THE LIVING ROOM AND BEDROOMS ARE TO BE 5WITGHED. \ I SHALL COMPLY WITH THE NY5 BUILDING CODE. 4. 5EDROOM5/KITGHEN/UVING ROOM TO RECEIVE 15 OHM GABLE OUTLET AND COMMUNICATION LINE. 2. ALL WOOD FRAMING SHALL GONFORM TO THE 'AMFRIGAN INSTITUTE OF TIMBER GONSTRllGTION 2 8/18/99 MANUAL' LATEST EDITION. ALL WOOD SHALL DOUOLA5 FIR SELECT HAVING A Fb EQUAL TO 1450 psi. 5. THE MAIN SERVICE TO BE FUR AMP II PHASES. ALL WIRING TO BE HES A COPPER AC MIN. CONDUCTIVITY \ 3. FLOOR JOISTS IN ALL BATHROOM AREAS SHALL BE DOUBLE. FLOOR JOISTS BELOW ALL BEARING 6. THE CONTRACTOR SHALL FURNISH COVER PLATES FOR ALL SWITCHES AND RECEPTACLES INSTALLED. COLORS FOR DOVER PLATES AND DEVICES SHALL BE SUBMITTED TO OWNER FOR SELECTION PRIOR TO ORDER � AND PARALLEL PARTITIONS SHALL BE DOUBLED, PROVIDE SOLID WOOD BLOCKING IN EXCESS OF 7. SMOKE DETECTORS SHALL BE INSTALLED AGCORDIN6 TO NY5 BUILDING GODS PARAGRAPH 717.5. EXCEPT \ 8'-0" AND ONCE IN A SINGLE SPAN. WIRE SMOKE DETECTORS 50 IF ONE SOUNDS ALL SMOKE DETECTORS SOUND. `0 4. PROVIDE 1/2" MOISTURE RE515TANT GYPSUM BOARD ON WALLS AND CEILIN65 OF ALL BATH AND LAUNDRY ROOMS. ` SCaE: ENERGY CONSERVATION: a5 noted 5. ALL WINDOWS AND EXTERIOR DOORS TO BE INSULATED WITH 'LOW-E' 6LA55. ALL 5LIDIN6 DOORS TO BE TEMPERED 6LA55. STAINLE55 STEEL HARDWARE SUITABLE TO A MARINE GLIMATE 15 TO BE 05ED I THIS DWELLING HAS BEEN DE516NED TO MEET OR EXCEED THE REQUIREMENTS OF THE NY5 ENERGY GORE. IN ALL WINDOWS AND DOOR5. ALL WINDOWS AND EXTERIOR DOORS TO HAVE ALUMINUM DRIP GAPS. 2. ALL WINDOWS A BE INSULATED N LA55, TION RATE OF .5 G AND SEALED A5 REQUIRED WITH A MAXIMUM 'U' VALUE OF .5& AND AMAXIMUM INFILTRATION RATE OF .S GFM PER LINEAR FOOT. - -- - -- - -- - - - - �- - - - XX 3. ALL EXTERIOR DOORS .4 BE INSULATED U LA FI WEATION OF IP0 G AND SEALED AS REQUIRED WITH A 5 /� Y HAVEN A E V L A MAXIMUM 'U' VALUE OF .40 AND A MAXIMUM INFILITRA7IDN OF .50 GFM PER SQUARE FOOT SLIDING 1� �f Y V V AND 10 GFM PER SQUARE FOOT 5WI'NGIN5 4 HVAC EQUIPMENT MUST CONFORM TO SECTION 7813.11 OF THE NYS ENERGY DOPE. I TE � 5. THE DOMESTIC WATER HEATER SHAUL HAVE A MAXIMUM TEMPERATURE SETTING OF 140 DEGREES F AND WILL CONFORM TO 5ECTION 78113.31 AND Tb 39 OF THE NYS ENERGY GODS. SCALE /460XF 6. ALL CONTROLS MUST CONFORM TO SEGTION 7813.13 OF THE NYS ENERGY CODE. of: �G F-0.1 4d0 T 3 FINISHED GRADE +8'-O" - PITGH To PROPERTY LINE LINTEL TYPE 1 EXCEPTw 0 4 (3) 2x12 W/ DOUBLE JACKS � 5P FUTURE GHIMNEY FOOTING drGl'11teCt" ❑ PROVIDE b" 30" G ESS PANEL edwdrd a, valerl did SEE E DWG A8 G 1046 pulaskl road e. northport, ny 11131 G o BOILERAc m ry – – 12WF19 STL. BEAM W _ I SLAB ON ll 4 5" GONG, W/ 10X10 6/6 WWM o ro"ect: o OVER POROUS FILL IO I PROVIDE 24"x24" RST LOOK FIN. FL. + I� LALLY COL. W/ 5"x5"xl/2" THK. a- 4 I _ATE TOP & BOTTOM, SECURE TO (3) 2x10 new residence -�D N STEP I I AGGE55 PANEL r - -- - r — — , GONG. W/ I/2" EXPANSION BOLTS i2�, 149 gin dne I � A AND TO FLANGE W/ 2 1/2" H5 60LT5 - 0 SOUthod, Yly B B A -N U L J A 8 IT 21P � � I I I I 25_g, – (xlI o -- I6" O G. P.T. JOISTS (2) 2"x12" O OWneru SEE DL-I X I'- "4) RG SONO TUBE ry – i 3\ PROVIDE 24"x24" A — W 'x2'xr FOOTINe _ m/m Walter Schneider – / L —�----- — ------- I o F F AGGE55 PANEL i o'm P.G. soNOTUBE � o W/ BELL BOTTOM 1 13'-b" --" LINTEL TYPE I EXCEPT (3) 2x12 . % 8 b' 2 4'_D" dry_ o G 4x4 Posr fOUnddtlOn plan m first fl. framing plan P.T. I 2x12 0 FINISHED GRADE +10'-O" 6" OG 6' O.C. PITCH TO GIN LANE PROVIDE 24"x24" FINISHED GRADE + '-O" - PITCH AWAY FROM DWELLING AGGE55 PANELL8 date: 2/3/95 issue: 3/22/99 BLDG DEPT. 2 4/l/59 CONSTRUCT. 3 l/6/99 8„ 13'-32 6 10'-82" CONSTRUCT. b, 39'-0" revision: bq,_o„ ' l 5/Il/99 AS PER BLDG DEPT. 2. 8/26/99 3/2l/00 scale: /� SCALE 1/4" = -0" I'-011 .7 42 I of � Eft' dog Q N W ~ (2) b"x3'-O"xT'-O" CONCRETE PADS WITH HOLD DOWN DOHEL5 4 FOR EL OIL 21'-II" 22'_0" architect: �— 0 GEILINGITILITY ROH HAVE TWO LAYER5 5/8" 2�"q4 21-11 edward a. l road ala PARTITIONS AND T'- " T_0" 5'-9" 14'_0" 2'-0" 2'-0" 2'-0" 2'-0" (D46 Pulaski Todd o OF FLUE ALIGNS W/ BOILER S. northport, ny 11131 m 0 516-151-2665 F — - - - - - - - - - - - - - -- - - -- L - - - - - BOILER -- - -- — – I, I I X11521 vAc � �L 1 i 5z 1„ UTILITY 5 FUTURE FIREPLACE - - - - 111j" - 5j TI 2 HANDRAIL P_2" 2--0" N T_5 211_2" I � D3 KITCH N BREAKFAST NOOK 3'-6" `W HIGH WALL w/ j o ect: 1 1/4" THIGK x 6" WIDE new residence I � 1 RED OAK I 1495 gin lane o 4 3'-b" HIGH WALL W/ °1 SbUth0d, ny _ I I/ PIPE RIAIL - 1 I/4" THICK x 6" WIDE O I � I DECK m N. R®6" I-t—T.O.b'-8" RED OAK r CL. 21-I D4 D II 12-9" - _ LyNG ROOM 2'-0" 2'-0'1 2'_0" o- Q Ds — Ill - I '^ OPEN PROVIDE NEW 24"x36" FLOOR HATGH TO GRAHL SPACE - 5 ORALE To ABovC1 GARAGE 5'-6^ FISH HALL w/ 5 R 5ER5 owner: 12 _ - _ _ I I/4" THICK x 6" WIDE °I Lw WI W RED OAK Ri/m Walter Schneider - - - - - - - - -- - - - - - - - - - - - - - - 13, 61 4 1 WOOD DECK 2.. O N - /�� _ o x - - _ -- LOAD BEARINdG 4' 4� ENTRANCE - r HANDRAIL N 777 PT. POST ONE SHOWER 4'x4" P.T. POST NON LOAD BEARING l TO 6-b" BATH BA7 RO HCI MASTER 4, 6„ drawln _ 2' 0° BATHROOM 3/4" GRUSHED STONE DRIVEWAY ROLLED —� °% 4 Dx first f Ioor b" THIGK H/I/4"xb" METAL EDGE f^ WG IR'-5" construction plan O i —iry -011 ry Il ICL. °1 I 4 BEDROOM *1 I D9 I q wI I date: 2/3/99 � p w1 I issue: 3/22/99 °9 BLDG DEPT. cL. 2 4/1/99 I CONSTRUCT. = CONSTRUCT. L — — — — - 3'-5" - - - - - - - - - - - - - - - - - - - - - - revision: I`. AS PER BLDG DEPT. 0'-011 DI DOOR SYIMEOL-SEE DRAWING A9 FOR SGIIEWLE WINDOW SYMBOL-SEE DRAWING A9 FOR 5GHED -E - 2— 8/26/99 SCALE 1/4° - 1'-0" 3 3/21/00 scale: 1/41 11-0 11 0" I of T >Y t r- 0 O Z. N 2' a6 Q 41 — — — 2T'-3" TYPE I BEAM — — — — — — — — — — — — — — 5 — THIS WINDOW ONLY IS'_ " Q- - - - - - - - - - 8 0 -0 EXCEPT W/02x12 edwdrd d. vdleri did 1046 pulaski road (2) 3X12 4"x4" P05T P.T. e. nOYthport, ny 11731 W 516-157-2665 I m I P*-2-Xil- @ _ 3X12 v – – ry o N m 3X12 3X12 x - EACH POST _ cv ry ry N 12" O.G. - GGD m PROVIDE 5TL. STRAPS TO SECURE THE 3X12'5 TO THE 5TL BM 24" O G STAGGERED DIRECTION 3X12 o – * - - - - - – – V e � 3 w � z p a � w qq_T" architect: edward a. valeri ala 1046 pulaski road e. northport, ny 11131 - - - - -- - — — —— — — — - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -- -7 516-151-2665 I o ® Ec CONTINUOUS RID6E VENT^�ANRED BY Ib'-4" " " 8'"4�� OR EQUALTIN Dq CL.E PLANS/SECTIONS R ROOF NOTESND sizes I - rp oject: _ — — _ — -- 4w residence - -- - - -- - - -- - -- - - -- - - -1 - - - - - �__ O-O - - DI —DEGK- - - - - BEDROOM �2 4 O gi I I o Dq m 4x4 POST ® I Southold, ny 2'-5° 4-0" 2'-r 2'- " Q v v HYAHR v VY v )1Y )LLL\ I I CL. - - - - -- - 1- PEN - - --- - -- - - - — p6\I DOLLAR TIE i Ii owner: I scALE s/a^ = r-m" I -- - - - - - -- a � __ _ _ I I m/m Walter Schneider I 3'-b" HIGH WALL W/ II 11/4" THIGK x b" WIDE RED OAK 1112"(P ILO -- - - -- - -- - - - 1N/� Q RED OAK RAILING RM.6-5R2GKEI53'-D—A2_G-1 r J b" FROM END5, ATTAGH ASPHALT SHINGLES #240 BRALKET5 TO 5TUD5 OVER 30 Ib, BUILDING FELT OVER 5/b" GDX PLYWOOD SHEATHING (TYP) 2"x12" ROOF RAFTERS ® 16" O.G. WITH 9" K.F. (R-30) BATT. INSULATION draWln I II second floor STORAGE construction plan BLOCKING PLASMIII IG.IL�II11� 1�r�i l�l 3/4" PLYWOOD Wall SBGtIOn TOP PLATE Jll JII Jt1l'-)1lT Ji' ( l l l ON CEILING JOI T5 \ ridge detail EL. VARIES SEE ELEVATIONS SRIE NED WALL IN SH (TYPICAL) FILING AND VENT ® I6" O.G -O' I I I I I I date: 2/3/(H issue: I 3/22/SS BLDG DEPT. I 2 4/1/99 01 DOOR SYNWL-5EE DRAWING A9 FOR SGHEWL E GONSTRU C'T' ® WINDOW SYMBOL-SEE DRAWING Al FOR 5GHEWLE3 1/6/99L — —— _ _ — L 9 _ _ _ — — — CONSTRUCT. 3/4" PLYWOOD revision: OVER FLOOR J015T FIN. SECOND FL. 5BLE)' A5 PER LDG DEPT. 9cALE I/4" • I'-0" SEE FRAMING PLAN FOR JOISTS 512E zt 8/26/99 VINYL 51DIN6—�• scale: as noted 5/5" GYPSUM BOARD CEILING AND of t �c a �s F 4 19'-5" rid, y1P Q architect: ' F — — — — — — — — — edward a. valeri ala 846 pulaeki road o e. northport, q 11131 I-0 N � x N .H. o N 516-151-2665 o Na2x1i0A 2 RIDGE N2x12 RIDGH w O. �A Ipro ect: ifi N /L O Q To new residence o Q N 0. 1495 gin lane 2x12 RIDGE Q N 2xH R.R. �-' ` SOLIthOd, ny U Ib" OG p RAFTER5 �o I ga ry � — —LXX� SUPPORT WALL '— - owner: — 4m/m Walter schneider II II I I I I I N I I I drams I RAFTERS 2X12 RAFTERS 2X12 9 Ib" OG. roof framing plan II I � T2LAP date: 2/3/99 _ _ _ � BLDG DEPT. 2 4/1/99 CONSTRUCT. 4'1 5/0/tq revision: 2 , 8/26/99 SCALE 1/4" I'-m" - — scale: 1/411 I'-B° A C)f: I� 8"x8" TERRACOTTA FLUE W/ GEMENT GAP US r s y. ryo RIDGE -'-' - - o S tl Z EL 34'_1"+ 4� W A (a BRIGK GHIMENY 2 O x2-O - 12 ��' architect: edward a, valerl aia - -- +- - 1046 pulasi road ELI 2�c--110rr ... - - _- - - -_ ' — -... - -- — — = -- - e. northport, my 11131 1 N SPHALT SHINGLES IT,F � 2nd FLOOR - - T --�_.-_ ---- - -II- - . 1q'-1o" J T-- EL h---.. —._ � _ - __— —_ ._ cv ro 'BCt EL Iq'-O_______ new residence a - - - - 149E, gin are 1st EL -Olt �`- ------ �- -VINYL SIDING FLOOR - T oII' YL51D -ONING - ---- - — —_ --- __ FIN. FL. GRADE - v EL 1O'-O" - 0 ? 8X16 VENT W/ LOUVC AND IN5EGT Si (TYP.) owner: - - - - - - - --- ---- -- -BOTTOM @ 1O'-O" GRADE m/m Walter Schn BOTTOM OF F OTING eider 2 ZI CHIMNEY EL RIDGE EL 34'-1.., - - - --- --1- -� --- - - -_ - ------ - - drawing: eXtErlOr @lavation — _ s GEILIN6 - I - 27 0 — I TO UTILITY POLE -� 11-Tr -- - 12F_ `� _ T�-��T 2nd FLOOR issue: - = — = LCA - _= NYL�IDNG� e ELBLDCx DEPT. . _ VI -- - - 7 II1'-O' - - -`_ --- - -- - - - -- -- --- - - - 2 T - - h 4%1/99 - CONFRUCT. _ __ � li= Cj � I' - I,- _ - v1NYL s1D G ® 3 CONST -- C� �_�-I CI L� III --III �I I � - ---- _ _. .. _ -- -- ..- - --... CONSTRUCT II�� El I�III -- ----- `�' C� Ii_C_�--� � �.�J — 1-- o 3 0 - - -- --- -- -- ---- -- ---- 14'1 - - - - revision: - — - -- -�� C TTI STI I -- 0 2 0 2' 0" 2' 0" h GARAGE FLOOR EL. 10'-O" -- - =� QS PER BLE)lG IDEFT. ' Y m 4f"x4" PT WOOD P05T - WJ/ GEMENT W"x6" PT WOOD TRIM i ' 2- 8/26/99 8 VENT W/ LOUVER AND INSEGT SGREEN (TYP) 3 - BJ OTTOM a 10'-O" GRADE LA5H BLOCK - 3/21/00 BOTTOM OF FOOTING ILL I scale: I/4 11-011 SCALE I/4" I'-0" of. 81.x8" TERRACOTTA FLUE ���~ �E ado K/ GEMENT CAP r i CELHIMNEY — BRICK GHIMENY . 36'-1"± 2'_O"x2'-O" T44-:F_ IDGE EL 34'-I"± � zp 12 12 10architect: sdward a. valeri ala 1046 pulaski road ___ e. northpori, ny 11131 cEILNG 516-151-2665 EL 2l'-10" _ _- INYL SIDING _ ---I - - A5PHALT51HINELES --- - - ----- `J, - - = -- - h 2nd FLOOR --.- -- ---- - -- --- --- -- _ _--- - L,- -- roect: E[ 19� loll _ - ".'- -- - - r - - - --- _ -- _ c@ new reei EL. 19h - •� - - --- 49�J gin lanev GEILIN ® — IFM _ ,-- Southold, ny - -� "--�--�- VINYL SIDING ---- - ---- -Ist FLOOR RAIL_ � � ---- - � ---- - - ----- --- -� GRADE - -- ------ - - - EL 9'-4" o owner: 24x30 ALUM. LOUVER AND IN5EGT 5GREEN (TYP) REMOVABLE - PLACE 2" m/m walter SOhnelder - _ ABOVE 6-0" GRADE BOTTOM OF FOOTING _. .__ -. - - - _- _- - -- - -- - - -- J EL. 3'-O" - -- o z drawing: ---- -- "-- -- -- - - -- ---- 4 EL 34_I a t I On RIDGE @Xt@rlOr @ @V � s wall section "l-{ --- - -- -ASPHALT 5HINOLES - --- TO L.I.P.A. POLE @ STREET - _- - date: Z/3/99 ; . - ASPHALT 511I115LE5 --- --- - -- - - I yI i I- - TIT - I - i i-- issue: 2nd FLooR - -_. --" - --- - --_ 1 " - WATER RESISTA TO E3OTTOTOM OF JOISTS NT 5/8" GYP BD TAPPE=D/SPAGKLED/PRIMED 1'-0" WIDE P.T. 3/4" PLYWOOD of TO B & PAINTED WHITE @ ALL SILLS (TYPIGAL) FCX,�L5VC.L�xlll BLOCKING 3" WOOD BASE 5" GONG. AIR-ENTRAINED BROOM SEL= SADDLE- DETAILTYVEK = FINISH MEMBRANE FLASHING 60 MIL �BRIDGING MAX. 8'-0" 1'-0" 3' O" w o SUPPORT 3/4" PLYWOOD OVER VAPOR BARRIER SET IN ROOF IG w o i 111 �--2X12 JOISTS ELE . MAST rs �o ?� 6 TS _ ELEV. rll'-0�� FROM JOIST PITCH I/8 / FT _ FIN II" I. a - 2X2 PT. Fll _� ., .9 o ELEV.L+II'-0" it II SII I v " II I I I I � I � � � '� II �I � I � I zi� ELEV. +II'-0" _ � � I � II II II I ➢kl, ' Q5 1 1 11 11 r 2X12 I n 'H 11 �� I( - .. ', � arC1'llt '_ \ edward a. valeri did GARAGE 11 j 1/ 1046 ulaskl road FIN FL I I - - e. north ort, n 11131 ELEV +10' 0" p 4" GONG. WALK / r - III V p y ON N6" POROUS FILL 95% GOMPAGTEDI -- 516-151-2665 /2" PREMOULDED JOIN I 45 REBAR EMBEDED INTO 5 G.U.I_I 4"15AND I I 6 FILL I- MOTAR 50LID I I 1 -111- POROUS MEMRANEI l 1514" PLYWOOD FILLER AT �w/ WALL_ 1 WALL EDG 01 IX I lol TI_I I+; 2x4 P.T. _ _I 1 T -III -III = W 6xbBo°lo ww�E l ,, 11� � 111 oR -- III - ' III—III III _ 11111 11 - III III IIII , / / =III= III -1 - -I BOTTOM OF FOOTING 1 = - I - ' q5 POROUS FILL =III =1111 -I II ELEV. +1-o" - 24" = % COMPACTED ==III - —III— = - _ _ _ IIII I I I I I III I �_- - I I-,-I--1 , 1 N6" LAYERS - IIII � �� Ill i it - � _ REBAR - I'-0" O.G. oect: _ TYPICAL - COMPACTED I I I �_ �#5 l l d I- III1_I - I_ 11=I IIII=1 AX ' -1111 new residence _ _- - -=1 I -I I dl-III -II_I=-I ! I = _I m111 -1 1 / n scuthold, LECTION F _ y IIIIII1111111IIil i- 1 - II11 Ii��i III I � � lilllllliiil - II II '- III III -� 11 I i„= I i l�I 11111 III=III� III- 1 I VIII 111— 1 .- I -III=1. I I� III1�111IIIII � BOTTOM OF FOOTING - = BOTTOM OF 1=0 TING ELEV. +3-0 1—_ ELEV. +3'-0” I -- I ' I -- 1) I ' 11 --1I GENERAL FOUNDATION NOTE: y11=III 1i1-1_=1._=ILT' 1. SET FOOTING ON UNDISTURBED SOIL owner: NOTIFY SECTION A - A EVALUATE 50I1_ CONDIGHITEOT 10 TIONS N NO DAYS OOTING SHALL SF- C T I ON 5J3 3 m/m waiter Schneider SCALE: 3/4"=1'-m" BEAR ON CLAY OR CLAY YPE 'SOIL SET ON SCALE: 3/4"=v-m" SEE SECTION 'CG' FOR ADDITIONAL NOTES BROWN FINE TO COURSE SAND SEE SECTION 'GG' FOR ADDITIONAL NOTES 2. 3500 P51 GONGRETE TRANSIT MIX - PRESENT SLIPS To ARGHITEGT DOOR sCHEDULE 5YN1130L 51ZE LINTEL TYPE R-VALUE 60MMENT5 DI 71-011Hx6-0"W 12WFIq ANDERSEN SLIDING - P5& R-3 7ERMASNIELD/5GREEN/LOW 'E', RAMP SILL,OONTEMP HARDWARE D2 b'-g"Hx3'-O"W 3 SOLID WOOD PANEL R-5 Rlq BATT INSULATION D3 b'-WHx2-8"M 3 FOLLOW METAL NA 5/8" EXTERIOR GRADE I - _ I 2X6 STUD 16" O.G. 04 b'-g"Hx3'-O"W 2 HOLLOW METAL - 3/4 HR R-3 INSULATED PLYWOODVAPOR BARRIER CONTINUOUS 05 b'-g"Hx2'-6"W 3 HOLLOW CORE WOOD NA YVEK = 5/8" GYP BD TAPPED/SPAGKLED/PRIMED Db b'-8"Hxz'-6"w 3 OLLOW GORE WOOD NA dYBWIn -- $ PAINTED WHITE D7 b'-g"Hx3'-O"W 3 HOLLOW GORE WOOD NA VINYL SIDING 3" WOOD BASE D8 6'-8"Hx3'0"w 3 WOOD LOUVER SLIONC POCKET NA rnd. 5ection5 3/4 PLY D9 7' door schedule I 8 b g Hx30 W 3 WOOD PANEL 5LIDIN6 POCKET NA 3/4' PLYWOOD OVER VAPOR BARRIER WOOD OVER VAPOR BARRIER -p Hx4-0 w 3 woDD PANEL BOTTOM NA FIN. FL /� window schedule =_ _ WOOD LOUVERED TOP 31 FOLD ELEV. + '-0" II�''� 1i I( II I '� -� ,� ELEV. + '-0" i1 lr 11 li Ii II, '� ,II 10 6'-g Hx3-O'W 3 FOLLOW METAL INSULATED R-B lintel schedule i1 Ii i , / 7L 'i it � I '� 1I- ' i � II �i ' � zxl2JolsTs ; ' � � I11111 LxI � J'�Ilr, l � ` ' i1 lintel detail I AND WEATHER STRIP Il'� l 'i 'i ll Il 1 11 1� Il l h 11 'I _ Illi 'I 011 6'-g"Nxl'-4"W 3 WOOD PANEL BOTTOM - NA 1 WOOD ouvE Eo TOP GEMENT WASH - - R30 BATT INSULATION SEG RED (90T-O'Hx15'-Io"W I METAL INSULATED R-5 AUTO/REMOTE V W/ GALVANIZED CHICKEN WIRE TO o JOI5T5W/ ROOFING NAILS (2) 2x51LL O WINDOW SCHEDULE (2) 2x8 GGD SILL = _ _ N 5YME10L 51ZE LINTEL R-VALUE MANUFACTURE GAT. u HI 3'-5"W x 4'-I"H 2 R-3 ANDERSEN TILT WASH TW34310 GALVANIZED ANGHOR OLTS 12" LONG 8" LBB BLOCK "H 2 R-3 ANDERSEN TW2832 �- _ b2 ,0 6 RiM�T-GO HERS 1 2'-5"H x 5H 2 R-3 ANDERSEN TW30310 ddte: 2/3/99 ELEV. +BDE" I I _I 1 _ _ _ _ 5 W x 54H H 2 R-3 ANDERSEN TW24210 SLAB, NON-FOR ED L1- _ _(I) 3 W x 3 H 2 R 3 ANDC-RSEN (IWTW30210 - - slue: _ 11 11-11.1 lit i - =111 —111 TI 2' 0'x2' O" PIER FILL BLOCK 501-ID (II)4 w'z4.6HHH ANDERSEN ,-(U,DHT. 010 I 3/22/99 III- " IIII - - - --- 2 R-3 ANDERSEN TW45-DHP3042-18 B�p�� pEPT 1 _ - _ -i R-3 ANDERSEN TW30310 =III —111 --111 2 4/1/99 I 1= III -1 =i -- -- J== _ I III=-- III =III I III = V I CONSTRUCT. 1 1 1111 111 111 — = 111 111 1i 15 E A M TL I'N T-E-L 5 C H E DH-t'E 1 1 SII=11111 -II �� - _II TYPE 51ZE NOE NAILING CONSTRUCT. —1II III III 1 (3) 2x12 SEE DL-I 3 416 GOMMON NAILS BOTH SIDES ® 1'-0" O.G. - a �1BB IW Du1R-o-wA��1 EACH COURSE -IIII -IIII - --III -=1 - #16 GOMMON NAILS 1 — I FILLED DIRECTION CORNERS AND —III— _ 3 (2) 2x6 SEE DL-I 2 #16 GOMMON NAILS SOT051o�5 I'-0" OG revision: 8 III - F1L - V I 1-21-0" — I 5/11/99 (FROM TOP OF WALL TO FOOTING T ! -I=1'' _ , = AS PER 5U5'G DEPT. (6)45 REBAR EACH WAY - 1 (3) 45 REBAR = -' = NAILING 2` 8/26/99 5EE BEAM/LINTEL SCHEDULE BOT OM OF FOOTING BOTTOM OF FOOTING ;III —� 3, 3/21/00 ELEV. +31-011 2 O" -I ELEV. +3'-0" IIII I IIII 1 1 I 1 1 4' O"I —IIII -11 , J015T (SEE FRAMING PLAN FOR SIZE) 11 —1 1/2" PLY FULL DEPTH OF JOIST scale: II p - � PLACE 5'-0" LEN6TH5 AT CENTER OF as noted eCTION C - C SECTION SCALE: 3/4"=1'-m" SCALE: 3/4"=v-m" LONG BEAMS/LINTELS USE SHORTER PLYWOOD AT BEARING ENDS SEE SECTION 'GG' FOR ADDITIONAL NOTES ®UNC I ®lel S C I ®1�� / - INTEL CiONST UCTION SCALE: I I/2"=1'-0" of: >4 Q - W 7 C 54P 15 AMP DUPLEX RECEPTACLE MOUNTED Ia" ABV FINISHED FLOOR EXCEPT WHERE NOTED OTHERWISE. ❑ rch _ _ ___ — —— — — — — - - - - - - - - - - - � TOP OUTLET SWITCHED 15 AMP DUPLEX RECEPTACLE MOUNTED le" ABV a FINISHED FLOOR EXCEPT WHERE NOTED OTHERWISE eGl�wdfit/� d. Va er d la r — — —— — — — — — — — -I - — 20 AMP DUPLEX RECEPTACLE MOUNTED 1046 pula5kl road qH IpGFIJ ® L GFI -- _ ABOVE COUNTER TOP e. nOrthport, r1y 73 r- - - 516-151-2665 GIWILER30 AMP 230 VOLT MOUNTED h�� VA G O Y + I MOUNTED AT HEICHTLUSH REQUIRED BY EQUIPM NTLE - D 15 AMP DUPLEX RECEPTACLE - WITH GFI PROTECTION MOUNTED 18" ABV GFI FINISHED FLOOR EXCEPT WHERE NOTED OTHERWISE. SINGLE POLE SINGLE THROW 15 AMP WALL SWITCH S THREE WAY 15 AMP WALL SWITCH JUNCTION BOX PB © SMOKE ALARM HARD WIRED TO 120V.POWER SUPPLY ❑ I Ipro eCt: ¢ CEILING MOUNTED INCANDESCENT LIGHT FIXTURE. WALL MOUNTED INCANDESCENT LIGHT FIXTURE. new residence 1495 gin lane L®J CEILING MOUNTED EXHAUST FAN GARBAGE DISPOSAL $OLth01d, ny '4 PHONE JACK WIRED BACK TO TELEPHONE BOARD eURFACE MOUNTED 2 LAMP FLUORESCENT LIGHTING FIXTURE SIMILAR TO LITHONIA MODEL A040 LELEGjRjCANEL — ~� I I p I ¢P wP —�-- owner: PI m/m Walter schnelder ❑ —I — I I I I sA WP FI I Lira Win : I T ('fret Floor I I Ill I electrical plan I I I � ® I I I I I I I I I I I I I I I T date: 2/3/99 I Ill I Issue: 1 2/ /99 PIR57 FLOOR ELECTR44L PL4NL - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - 2 4/1/99CONSTRUCT, SCALE I/4" = 1•_m01 I 3 5/17/99 BLDICx DEPT. revi5lon: 0 M(0/99 scale: 1/411 - 11-0I1 E of 4& z W G � tm ELECTRIC S��50Ls 15 AMP DUPLEX RECEPTACLE MOUNTED IS" ABV FINISHED FLOOR EXCEPT WHERE NOTED OTHERWISE. IN- TOP OUTLET SWITCHED 15 AMP DUPLEX RECEPTACLE MOUNTED IB" ABV architect; - - - - - - , � FINISHED FLOOR EXCEPT WHERE NOTED OTHERWISE edwdrd d. Vderl did F- --- - - - - - - - - - - - 20 AMP 104(a Pulaski road w ABOVE COUN ER TOP.EX RECEPTACLE MOUNTED 104(a northoort, ny 11131 L®J 516-151-2665 T30 AMP ]30 VOLT FLUSH MOUNTED RECEPTACLE - T III MOUNTED AT HEIGHT REOUIRED BY EQUIPMENT 115 AMP DUPLEX RECEPTACLE - WITH GFI PROTECTION MOUNTED 18" ABV GFI FINISHED FLOOR EXCEPT WHERE NOTED OTHERWISE SINGLE POLE SINGLE THROW 15 AMP WALL SWITCH $3 THREE WAY 15 AMP WALL SWITCH JUNCTION BOX -- - - -- - — — — -- —I r — — ® SMOKE ALARM HARD WIRED TO IPOV POWER SUPPLY ® CEILING MOUNTED INCANDESCENT LIGHT FIXTURE. r0 eCt: ® © WALL MOUNTED INCANDESCENT LIGHT FIXTURE new re5ldence 1495 gin lane T T L®J CEILING MOUNTED EXHAUST FAN IIIIlII 1 AA Southold, n y GARBAGE DISPOSAL _ — — "a PHONE JACK WIRED BACK TO TELEPHONE BOARD T\ r SURFACE MOUNTED 2 LAMP FLUORESCENT LIGHTING FIXTURE di SIMILAR TO LITHONIA MODEL AW240 I 1 BPB I 1 owner: I m/m waiter Schneider II 1 I o - � I I F- - I 1 � I I T 1 I 11 I I drawin : I 1 second floor electrical plan I I I I I I I I I I I li I 1 date: 2/3/99 I I I I I I issue: 1 2/ /99 I I 2 4/l/99 — _ — CONSTRUCT. 3 5/IT/99 5LC)'G DEFT. SCALE 1/4" = I'-0" revision: 8/26/99 scale: 1/411 e 11.011 E 2, of