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HomeMy WebLinkAbout27900-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28646 Date: 06/02/02 THIS CERTIFIES that the building NEW DWELLING Location of Property: 120 LANDS END RD ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 9 Lot 1.13 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 12, 2001 pursuant to which Building Permit No. 27900-Z dated NOVEMBER 14, 2001 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 COVERED PORCH AND FIRST AND SECOND FLOOR DECKS AS APPLIED FOR. The certificate is issued to DANIEL F NICKOLA & ORS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0096 07/24/02 ELECTRICAL CERTIFICATE NO. 1044059 06/10/02 PLUMBERS CERTIFICATION DATED 07/10/02 KING PLUMBING & HEATING Authorize Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 27900 Z Date NOVEMBER 14 , 2001 Permission is hereby granted to: NICKOLA, D. 120 LANDS END ROAD ORIENT,NY 11957 for . CONSTRUCTION OF A SINGLE FAMILY DWELLING AS APPLIED FOR WITH FLOOD PERMIT at premises located at 120 LANDS END RD ORIENT County Tax Map No. 473889 Section 015 Block 0009 Lot No. 001 . 013 pursuant to application dated NOVEMBER 12 , 2001 and approved by the Building Inspector. Fee $ 1, 188 . 70 Au i5/ized Signature ORIGINAL Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 126 Ao w405 ef-✓0 ev_ House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section p/S .00 Block 07. 00 Lot ool.013 Subdivision Filed Map. Lot: Permit No. ;Z7 9o0 2 Date of Permit. 111151XP Applicant:2,4�1 ;We/_0 40 Health Dept. Approval: (j-/O —0/—oo9l Underwriters Approval: /oWb,_r9 Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applic ignature o�osuFFot,�� 0 � Gyp W Town Hall;53095 Main Road 0 • Fax(631)765-1823 P.O. Box 1179 *4 �, Telephone(631)765-18C Southold,New York 11971-0959 � BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: _7 Building Permit No. ��� Owner: (please print) Plumber: N 5 y �'� t ,L Nom, —� (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (PlumbWs Signature) Sworn to before me this day of 20 02 Nota ublic, S` County ROBERT I. SCOTT,JR. Notary Public,State of New York Qualified in Suffolk County No.01SC4725089 Term Expires May 31,_2nA o rJ�rJ 1 rrgr:gLij J&PrJ-rJ�rJ�rJ�r3':!I i Pr I :Ili: �nrJ@PrJ�rJ�rJ�rJ�r�cPrJ�rJ�rJ�rJ�rJ�rJ�r�rJ�r�rJ�r��PrJ��Pr�cnr�r��ncP�n�nr rcnr�cnrJ�rJ��n�J�rJ�rJ�rJ�rJ�rJ�rJ� o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 rCj BUREAU OF ELECTRICITY e5 40 FULTON STREET -- NEW YORK, NY 10038 S 5 CERTIFIES THAT 7c 5 Upon the application of upon premises owned by 5 5 VORRATH ELECTRIC DAN NICOLA 5 5 16 BROMLEY PLACE 120 LANDS END ROAD 5 GREENLAWN, NY 11740, ORIENT, NY 11957 5 5 Located at 120 LANDS END ROAD ORIENT, NY 11957 S5 5 Application Number: 1044059 Certificate Number: 1044059 5 5 5� 5 Section: Block: Lot: Building Permit: BDC: NS11 5 5 Described as a Residential occupancy,wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Second Floor,Outside, 5 5 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below,was 5 5 found to be in compliance therewith on the 10th Day of June,2002. 5 5 Name OTY Rate Rating Circuit Type 5 5 Cj Additional Charges 5 modular house N.Y.State approval# 19-15 5 r5J mfg D— el Homes serial# 15363 5 Appliances and Accessories 5 S5 Air Conditioner 1 0 30,000 BTU 5 Air Conditioner 1 0 24,000 BTU 5 Wiring and Devices 5 5 Fixture 4 0 Incandescent 5 5 Switch 1 0 General Purpose rj Service 5 5 1 Phase 3W Service Rating 200 Amperes 5 C,SJ Service Disconnect: 1 200 cb 5 Meters: 1 5 5 55 seal 5 5 1 of 1 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 17 t PcPRINUM�rJ�iJ�rJ�rJ�rrrJrJ7cPrJ�rJ�r i��irJ�lrJ�rJ7rra�l aJcPrJ air a�l�l�lcnrJrJrJrJ�rJrJ7rJ�r1rJ7rP�l�l�l�l�lrJ��l�I�l�l arJ�l�lrrrJ�r rcnrrrJrJ�`r' l B-LJ I LD I I -0B-4 A','�, -L--ISI Applicant/ Date Owners Name: /l,li� .� �,�,.�r� Reviewed: Architect/ Date Engineer: Submitted: 3 z/ B2 SCTM M: District: 1 000 Scct,ion: js Block [,of: -/- /c3 Project —/ !' Subdivision Location: �� Lei Name: Sin&le &, separate Required /� I certification (Yes /No) / O _ r Req. ((��' Iieq. � �� Toning t)isuict: IIAI size:( ?`` 15' -/ ncwal: ( Il,ot coverage Proposed Req, ���JJJii�ffJ r,� Keq. l S/ r Req. r -,�L• -�/ II'rom Yard✓ Proposed:I [Side Yard� _ Proposed: 7D J (Rear Yard IS 6 Proposed Project Description: AGENCI�' E� RMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval.: Flood Plane Elevation??? Flood Zone: 5 ly "ate l - Notes,� BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: _LL/I�L/Ol .DATE SUBMTTTED:SLA,/Ol APPLICANT NAME: AI ick0�a SCTM# DISTRICT: 1,000 SECTION: lY BLOCK:cL LOT: 1.%5 STREET: 120 t,4r.JU13 C D CITY: SUBDIV. NAME: ti/A 0 PROJECT DESCRIPTION: v/D ARCHITECT/ENGINEER: O�uA M 5 FAST TRACK? >� SINGLE&SEPARATE CERTIFICATION-REQUIRED? I'' NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Mergen(A nonconforming at anytime after 7/1/8: YES ZONING DISTRICT: `"rw R-40 CONFORMING? REQ. LOT SIZE: y0'° °o ACT. LOT SIZE:41,78i REQ. LOT COV. % ACT. LOT COV. REQ. FRONT So Ca� PROP. FRONTm' 73' REQ SIDE r S t ACT. SIDE" /f6' REQ.REAR To PROP. REAR ql WATER FRONT? Vo ESCRIPTION: PANEL #: e®6 FLOOD ZONE: r,11J, wPPNJS tt o00 E' M/ AGENCY PERMITS REQUIRED FOR REVIEW �PRQVALSRE UIRED: SUFFOLK COUNTY HEALTH DE : YES (BED#): z DTE:S / /� PERMIT#:R10-or -c-096 NEW YORK STATE DEC: PRE-DEC 91ln5 YES o SOUTHOLD TOWN TRUSTEES: YES or TOWN ZONING BOARD APPROVAL: YES or TOWN PLAN. BOARD APPROVAL: eP 25_ N Pl) Pee fi4/ TOWN HISTORICAL PRE (SPLIA): YES or NYS ENERGY: YES OR NO EGRESS (18 H min.? 4 sq total) VENT(SQ. FT, x 4%) t� LIGHT(SQ. FT.x 8%) BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- , HAVE PRE CO'S : Y OR N BP -Z/C/O Z- , NOTES: FEE STRUCTURE: FOUNDATION: / / SF FIRST FLOOR /, �? SF SECOND FLR 5,1 SF INTT OTHER TOTAL TOTAL: ��� -2-!2 SF FEE FEE FEE SF)- (e'X) SF) " (� SFX $-,— +$ =s _ (c)�� -t V-Loo® 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: UILDING OWNER'S NAME Policy Number IaNILx V U�1 rSTAaIe- A)tGO(Q BUILDINGS REET ADDRE S(Includi g Apt.,Unit,Suite,and/or Bldg. No.)OR P.O.ROUTE AND BOX NO. Company NAIC Number A n/>S j7Va A I CITY STATE ZIP CODE OAJ-V. /t9/S7 PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) /000-rS- - 09 -1- 13 BUILDING USE(e.g. Residential,Non-residential,Addition,Accessory,etc. Use a Comments area,9 necessary.) rk es ID4w-7A(- LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: LI GPS(Type): ( ##°-##'-##.##" or ##. 0) 1_1 NAD 1927 Ll NAD 1983 LI USGS Quad Map I_I other: SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP COMMUNITY NAME&COMMUNITY NUMBER B2.COUNTY NANIE B3.ST TE 7Vw-11 or= &C'Ut4i4l 3&o8[3 I av Gw- - B4.MAP AND PANEL I B5.SUFFIX I B6.FIRM INDEX B7.FIRM PANEL68.FLOOD B9.BASE FLOOD ELEVATION(S) N M n ER DATE EFF�TIVE/REVISED DATE ZONE) (Zone use depth of flooding) pg� BID. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. IJ FIS Profile I)d FIRM 1J Community Determined 1_1 Other(Describe): 811. Indicate the elevation datum used for the BFE in 139: IZI NGVD 1929 1J NAVD 1988 1J Other(Describe): B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? 1J Yes bC1 No Designation Date: SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 1_1Construction Drawings* 1JBuilding Under Construction* j jFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number .Z (Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE, V1-V30,V(with BFE),AR,AR/A,ARAE,AR/A1-A30,AR/AH,AR/AO Complete Items C3.a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B,convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? IJ Y s V I No ❑ a)Top of bottom floor(including basement or enclosure) 6 . I ft.(M) %-A"'Llb)Top of next higher floor 3 10 ft.rF 41D ❑ c) Bottom of lowest horizontal structural member(V zones only) . '�ft.(r� o ��'fpt{A Ll d)Attached garage(top of slab) N i A _ft-(M) E g V o�` ❑ e) Lowest elevation of machinery and/or equipment Wd 9 servicing the building(Describe in a Comments area.)7* 7 4 ft(a* E Ll f)Lowest adjacent(finished)grade(LAG) 6 G ft.(a) 2.5- EI g)Highest adjacent(finished)grade(HAG) Z_ ft.(p►) ��h^ r Y'� .t0 ❑ h)No.of permanent openings(flood vents)within 1 ft.above adjacent grade ❑ i)Total area of all permanent openings(flood vents)in C3.h 413-u—sq.in. (sWm SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERJfIF�IE yAM� ' /,9�y na LICENSE NUMBER L.S . O TITLE COMPANY NAME J-4 a 1n ' 4o Sc 01.5 ADDRESCITY g� T ZIP CODE SIGNAT RE DATE " TELEPHONE 03 � z- 311-.72 -moo FEMA Form 81-31,J 0 SEE 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 CITY nn '`y' STATE ZIP CODE Company NAIC Number K LS'V' / " • • /l 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. COMMENTSf Y%C 744 twell pee�vsv�c f�5 4 r 7k,s 01Vae4- T[c 0 r'/-/- � Mao41wt4_W / S A Govt L>Cwarir;l 149 .0 . -I 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 for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed– see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2.The top of the bottom floor(including basement or enclosure)of the building is 1-1_I ft.(m) LI—lin.(cm) Ll above or LI below (check one)the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6-8 with openings(see page 7),the next higher floor or elevated floor(elevation b)of the building is I-1-1 ft.(m) I_1Jin.(cm)above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?1_1 Yes 1_1 No 1_1 Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,C(Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community-issued BFE)or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS —I Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E),and G of this Elevation Certificate. Complete the applicable item(s)and sign below. G1. 1_1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, .,gagttieer,'brarchitect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the G2.�' elevation data irf a Comments area below.) 1 A community off ia`1,completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3 I—I The following information(Items G4-G9)is provided for community floodplain management purposes. G E MIT<NUMBER I G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7.T6is permit has been issued for: 1_1 New Construction 1-1 Substantial Improvement G8. Elevation.of 35-butff lowest floor(including basement)of the building is: _ft.(m)Datum: G9. BFE or(in Zone AO)depth of flooding at the building site is: _ft.(m)Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS I I Check here if attachments FEMA Form 81-31,JUL 00 REPLACES ALL PREVIOUS EDITIONS TOWN OF SOUTHOLD PROPERTY RECORD CARD OY(NE or STREET VILLAGE DIST. SUB. LOT FORMER OWN R' �ruS4eeS N QV1 5 n v�CjA b E ACR. /. o 1 kn rr +J S W TVP OF BUILDING RE$. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS/1 6 La f Fi,o� TQ < l h Il i Q tNneq ya IV6 �3 L --L 2 s .5d 3_ �U✓s7rua7'- ��i�lr���s G --------------- I billable FRONTAGE ON WATER , Noodland FRONTAGE ON ROAD 70 , Aeadowland DEPTH iayse Plat BULKHEAD otai tot STATE OF NEW YORK DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 1 223 1 -0001 RANDY A. DANIELS SECRETARY OF STATE October 22, 2001 Mr. Richard Grassley Deluxe Homes of PA., Inc. 499 West Third Street Berwick, PA 18603 RE: Approval M 0060-97-004 Manufacturer No. M 0060 Dear Mr. Grassley: Your request for an extension of the expiration date of Factory Manufactured Home Approval No. M 0060-97-004, is hereby granted subject to the conditions of the initial approval. The manufacturer shall be r onsible for assun at h mes or components bearing insignias issued during the extensio period also comply with the ent requirements of the NYS Uniform Fire Prevention and Bui ding Code. This extension will ex 're on November 22, 2001. A c y of this letter shall accompany plans or specifications submitte or a building permit and b eemed a duplicate original. I am hopeful that you will find this extension of assistance. Very truly yours, Geor Clark, r. Director, Codes Division WWW.OOS.STATE.NY.US • E-MAIL; NFO@?DOS.STATE.NY,US RECYcEO PaPCR APPLICATION a PAGE I of a TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein_ 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I, THE APPLICANT, CERTIFY THAT ALL ST ENTS REIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THEX T DGE,TRUE AND ACCURATE. (APPLICANT'S SIGNATURE)\' ' DATE SECTION 2: PROPOSED DEVELOPMENT (Tb be completed by APPLICAIv''n NAME ADDRESS TELEPHONE APPLICANT 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. FDP(93) APPLICATION PAGE 2 OF G DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure ❑ Residential (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Non-residenual (Floodproofng? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ DemoGtioc R ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Road, Street or ghdge Construction ❑ Subdivision (New or Expansion) ❑ Individual Water or SeWcr System ❑ Other (Please Specify) After completing SECTION 2, APPLICAW should submit form to Local Administrator for reyicw. SECTION 3 FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. . Dated The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable ❑ The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Section 4 for additional instructions. SIGNED DATE APPLICATION N PAGE 3 OF 4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To be completed by LOCAL ADMINISTRATOR] The applicant must submit (he documents checked below before the application can be processed: ❑ A site plan sbowing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans, drawn to scale, and specifications, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor, details of floodproofing of utilities located below the first 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). ❑ Floodproofmg protection level (non-residen(ial 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 no( result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other: SECTION 5: PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity: A. ❑ Is • B.0 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, (he Local Administrator will provide a written summary of deficicncics. Applicant may revise and resubmit an appfication to the Local Administrator or may request a hearing from the Board of Appeals. APPLICATION a _ PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? ❑ Yrs ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions SECTION G: AS-BUILT ELEVATION (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 floor, including basement (in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, exduding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). �.1 NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. AL 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 COMPLIANCE(To 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 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑ EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY_ CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C/C(93) M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE / INSPECTOR M-1802 BUILDING DEPT. SPECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREP CE CHIMNEY REMARKS: DATE C INSPECTO M-1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ) FOUNDATION 2ND [ ) INSULATION [ ) FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE a NSPECTO 765.1802 BUILDING DEPT. INSPECTION YFONDATION1ST [ ] ROUGH PLBG. NDATION 2ND [ ] INSULATION MING [ ] FINAL [ ] FIREPLACE A CHIMNEY ""ARKS: a �� �.� Gam., ��- ��'� �� /r,�ifv✓D0� DATE -� G�SPECTOR 7GS-1802 BUILDING DEPT. INSPECT1ON [ ] FOUNDATION IST OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE HIMNEY REMARKS: LC/ -- DATE v SPECTO - 60 M-1802 BUILDING DEPT. INSPECTION [ J FOUNDATION IST [ J ROUGH BG. [ ] FOUNDATION 2ND [ 11 LATION [ ] FRAMING FINAL [ J FIREPLACE & CHIMNEY REMARKS: (,Dc CIV DATE /J/ (v INSPECT � • i � r r Y ' r ' L - �� IIS ��� ✓iii / � � �� -._ Arl AL � , r► Oil - J r: 'a' TOWN OF SOUTHOLD BUILDING P&MIT APPLEATION CH.ECxL BUILDING DEPARTNIM Do you have or need the fauowing,beiare apply TOWN HALL afRoft 4OUTHOLD,NY 11971 3 act f 3 sets of Building Pleas TEL: 765-1802 Sarsroq PERMM NO. Check Septlo Form ]RIC fined 20 °f Contact: AppwovedZO 0 1 t Mail to: Disapproved a/c Phan: �q0 T:i_ Ca4v rf e 7� 7WA4.--' ,1t --� � �� - of��•� Sib �v���9� .111 � 3 ��� -�� �� �✓L s-i6 - �a 9-G�3"j �--' APPLICATION FOR BUILDING PZRBW. rC�IAll��Dr,�[�i:Pr. Date / 0 20 INSTRUCTIONS a.This application MUST be convIetely fled in by typewriter or m ink and submitted to the Building Iaspodar with sets ofplans,accurate plot plan to scale.Fee according to schedule. b.Plot plan,showing location of lot and of buildings onpremises,rclad'onft to areas,and waterways. atljoiaiaigpremises or public streets< c.The work covered by this application may not be commenced before issuance ofBuilding Perini d.Upon approval of this application,the BuHdf&44pector will issue a Building Permit to the applicaak Such a shall be kept on the promises available for inspection throi}ghout the work. Pczm o.No building shall be ogled or used in whole or iapart for any purpose what-so-over until a Certificate of ocaups is issued by the Building Inspector, APPLICATION IS HEREBYMADE to the Building Department for the issuanoe of a BuildingP=zdt pursuant to the ��g Zone Or+dh=m of the Town of Southold,SuSM County,Now York ,and other applicable Laws,Ordinances er Rcgalabors,for the oonstractioa of baildiags,additions,ora];aadons or far=Oval or demolition as herein described.The aPP agrees to comply with all applicable laws,cxdinaaoos,bwldhig cow,housing 000*and r' s,and to admit authorized iaspec tom on pianises and in building for necessary inspection. (Sigoadae of orname,if a oPTo=tkM) .Re. �2%/fW_-,/ 1�Jl�i/731 (MAY of Applicant) State whether applicant is owner,lessee, agent, architect,engineer,general contractor, electrician,plumber or builder ,s "C/LC- 77/4rp 4( Name of owner of premises 7),s_�wi���L ,C �_lic�o�ei 4't..• 21c /V, (as on the tax roll latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers Lioanse No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will bo done: /a D ZA-1od 4 Es✓D &/ �,E'/�,.,T' House Number Street Handat County Tax Map No. 1000 Section o%S.a c, Block o 9.oc Subdivision Lot , oo/.ol-Y (NMw) Filed Map No. .� es andintendeduse and oemeneydproposedemsftedow State existing use and ooCV8nG'oi'premts a. 'Existing use and occulpancy •b, .Intended use and Occupancy 4 Nature of work(check which applicable):New Building• Addition Alteration Repair Removal_ Demoon Other Work (Description) Fee E.stin aced Cost ASO oo a — (to be paid on filing this application) If dwelling,number of dwelling twits Number of dwelling units on each floor if garage, number of cars If business, commerdd Or mixed occupancy,specify nature and extent of each type of use. Dimensions of existing sttncturea,if;Mn Front Rear Depth Height Number of Stories Dimensions of same structure With alterations or additions: Front Rear t Dem Height Number of• Dimensions of etre new construction:Front y��9 Rear - Y/ `3p Depth 5Yi c9° Height .29 Number of Stories c . Size of lot:Front 1 a,.=ear3 D4pth .21c) ` 0.Date of Pmrbase- C-171,�WLNameofFormerOwner sr��� o�,,•�,�, s���s ���w�� c,2��<t�Cl4n_f% 1.Zone or use distad in which premises are situated 2.Does proposed construction violate any zoning law,ordinance or regulation: da 3.WM lot be regraded, e-S Will excess fill be removed from premises: YES f��_� Nrc'/aCA �Q 7� � �---P : S/6'-�9.3�/Go2v 4.Names of Owner of premises M.•J r/rc�c�l Aft �'� f� honeNo. Name of Architect Address Phone No Name of Contractor Address Phone No. 5. Is this property wiflnia 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MA REQUIRED 6. Provide survey,to stale,with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. TATE OF NEW YORK SS. :OUNTY OF_� being duly sworn;deposes and says that(sine is the applicant (Name of individualsigning contract)above named, 5)He is the (Contractor,Agent,Corporate Officer,etc.) f said owner or owners,and is duly authorized to perform or bave perfomned the said work and to make and file this application; nut all statements contained in this application are true to the best of his knowledge and belief;and that the work will be erfommd in the manner set faith in the application'filed therewith. wom to before me this / day of AD �0 . 9 . Noteiy Public Signature orApplicant ELIZABETH A STATHIS NOTARY PUBLIC,State of New York No.01 ST6008173,Suffolk County Tenn Expires June 8,20QZ� i , I I I I ! SURVEY OF PO�i gaNITARY�> LOT 13 9Y HEAD pE'PART 210.52' °OUND MA OF I CONC_ LAND'S E N D N 82'52.20'• E v 2.5 FILE No. 5909 FILED MAY 3, 1973 e o _ ---�� o SITUATED AT ELEC�x �DR.���- ---_ 1yo� - � ORIENT POINT Z : - _—_—-_ i.i^:\ ��T -+- t 1 Y I 1 \ 1 TOWN OF SOUTHOLD -Fwp0%VP"WAY: SUFFOLK COUNTY, NEW YORK ~ o a� — I / 717717717717 S.C. TAX No. 1000-15-09-1.13 ✓' ^> --- _ \ ►� / ` l SCALE 1"=50' MARCH 1 1, 2001 ABs _ c TEST HOLE DATA ° y ITESr HOLE DUG B) MOON In . 0 I N ON MARCH 15, 2001, AREA = 41,781.493 sq. ft. D. 0.959 ac. �. EL. 5•' DARK BROWN LOAM OL f- L J / _ LA, i I �' `� c'' EL ,.9 • BRA .cALn w+0 SM CERTIFIED T0_ DANIEL F. NICKOLA = r MARY NICKOLA f { EUGENE NICKOLA t7 r } STACIE NICKOLA zl rm \ WATER IN BROWN FINE TC iA RSL -1 r aJ \ SAND WIT+ HEAV-GRAVEL SW Z II 11 \ 17,E NATES. �:� —we �,N LOT 13� \ -•-FENCE 1. ELEVATIONS ARE REFERENCED TO N.D.V-D. 1929 DATUM LNj1 \ - �" I 6.4'E EXISTING ELEVATIONS ARE SHOWN THUS: JU AO \ PROPOSED CONTOUR LINES SHOWN THUS: -- "� O?O, c ,,T.9. 2. SEPTIC SYSTEM STRUCTURE SHOWN THUS: z N PROPOSED EXPANSION POOL S �p etween WON N c PROPOSED LEACHINGPOOL V _ 1.�hJ _ 1 v' COyC PROPOSED SEPTIC TANK ? PEN'"ONNED°E-' 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD W 1god ,-- i � OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. N LT \ \ 3. THIS PROPERTY IS IN FLOOD ZONE AE (EL. 10) 154.04 — F.,, TEST HOLE '^'-- ff .F' A FZgQf_:�R�• No. 36 ERMINED 88 G ,�.8 \. SIGN 4ENt la.Iii. ..c •s� Y i 1 L,+�_ ,.. ..ZON€.nE „8(N$�.fLQLI{1•ELEVA NS DETERMINED 0� PAS q I I R='�0 00 ZS_ `l 5 762 SIGN 1� c.t `I ' 12 s/cN- SIGN / V O PREP D Vn /� TH THE MINIM UM ST T ST_ H D(p DADOPTED ..a..,e� .�,�....._.,,.�..�.�..s� STATE LAND 3 �z PROPOSED SEPTIC SYSTEM DETAIL � s °' "`�'"� • O HOOSE (NOT TO SCALL) xi - _ ELF, 1,L _ FYM=N� RADE Gr APPROVAL, nwSH GRADE _ PARKING LO1 ELcv Io.o' ELEv 90• ►. ---- - - . -., ,.... _,._ a '� -- M TOP Fl.9.0' �'-I N TDP EL 79 -- r„ -. 9� .4 OQ� _ MW.♦'DIAWFIROVE6 O r sErnc LEAEL iL ___LI , CLEAN F m Di//4'/ TAM. ,,,,n.PITCH t/tl'/t' LF/dIIFO T I i 83 El B O' MV PELa6 9' POa 75 UNAUTHORIZED N.Y.S. ❑c. No. 49668 UNAUTHORIZED ALTERATION OR ADDITION _ TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE DS�5 PO P�D` �T . ` �`U"°`� Josep A. Ingegno s POOL 5rsnu ELLV 1.9 EDUCATION LAW. COPIES OF THIS SURVEY IMP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor SEPTIC TANK (11 TO BE DALSEALIO TRUNAELLCO NOT BE CONSIDERED I TAPK 8' ,4'3*WAL 6 FAR A I TO J SFDR00.HousE a x.000 cxLONs. LEACHING POOLS (5) CERTrtKATIONS MOIL e'Laic,AME .IEE.I'-C DEEP I.IAHWA LEAD"SME.FOR A I TO J 9EDSOO.HOUSE LS J00 INDICATED HEREON SMALL RUN z cOILcwETE swLL wx¢A LLOIAr COlIRSlNF srxolDTN a J.ODO L>w AT b ars. p n SOEwL ANE/. T WNL THICKNESS SMNL INE A LmSIOUM OF 3.A TOP 0410093S of 5-A10 A sono.MODIESS OF: s FOOLS z' LS A r Ao. ONLY TO THE PERSON FOR WHOM THE THE Au WAUS.IxmOLI WAD IDP SW""'"AM La"PONO C To'Es"AN APPUEO FORM OF JOO w. z.LEASwf LNLp.9 AIC to e[CVFISRSLCIID or IALIb:Wr LlelfalcFD fAFIC1IER(DI Eq.l) 5 PREPARED. AND ON Ie5 BEHALF TO THE •ALL SMALL SE SEALED SO TNAT THE i a"M7ENDOW, LEA.'IK S11KCRI16.SOLD OOI6 AKD/OD 91.49 TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout J Au CaWRs sN+IL t OF/LE6AST LSSIIrasDm CO.DCII IRI DDINL). s TIE SEPRO LFII 9IWL t MSGMED AT LEVEL M ALL EA 1 IIOFK(WRH A MAX.rOtFllNci of!I/•�XIMMIL . A IO'Ia9..DwYILt SpS�L UiYCI.Lc FOOLS AID SNSG LTE SILL E IwIEIssD. LENDINHE G INSTITUTION LISTED HEREON. AIA a ING AID' oWWE BHI mLNw7TAIAK o HOUSETED SIAM M SHSHA L,SE~APED s""'r'""Ospr��IS�"M Ir^LA"C Po°u ro Svrc Lri Swu�MwrAMro_ TOTITH. CERTIFICATIONS ARE ENDNOT IiS�FERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT WILMlG ADDRESS AND/OR EASEMENTS OF RECORD. IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1380 ROANOKE AVENUE P.O. Box 1931 RIVERHEAD. New York 11901 Riverheod. New York 11901-0965 1 I SURVEY OF jOT ILOT 13 0 VACANT i a 210.52' o o°MDN _-- - MAP OF -- LAND'S END FENCE N 82'52'20" E �°� }9E FILE No. 5909 FILED MAY 3, 1973 Ln TO rwTCM ISITUATED AT ORIENT POINT ELECTRIC — —Iso' ---- __ Box C� IP137P05Et7F1t1VEWAY `° TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-15-09-1 .13 SCALE 1"=50' MARCH 1 1, 2001 i �. i c� OCTOBER 30. 2001 REVISED PROPOSED HOUSE TEST HOLE DATA z \3\ , ;TEST HOLE DUG By McDONALU GEOSCIENCE ON MARt_N ls. 2001: AREA = 41,781.493 sq. ft. V i .' _ 0.959 OC. 1 \ EL 5 � Z �T7-�-� erroWN yaw uL D rTlLI,, _ j ` `, ?co EL 1 9 BROWN,oAu.SAND CERTIFIED TO: DANIEL F. NICKOLA MARY NICKOLA EUGENE NICKOLA /�j }{ STACIE NICKOLA I _1_4 _—.-_-- 1 / r 4\e - WATEP IN BROWN FINE TIC CLAPSE —* r ~ :V I -.--__-___-- , - SAND WITH HEAVY CRAVEI SW NOTES �V r Z II 11 \ ` l�-- - 1. ELEVATIONS ARE REFERENCED TO N.G.V.D.. 1929 DATUM � !J LOT f 13 -FENCE 04'15.A'E — - EXISTING ELEVATIONS ARE SHOWN THUS: -L" _ LPA PROPOSED CONTOUR LINES SHOWN THUS! O 2. SEPTIC SYSTEM STRUCTURE SHOWN THUS: PROPOSED EXPANSION POOL S N PROPOSED LEACHING POOL _ _ 1 C / 0 PROPOSED SEPTIC TANK \ T •� � GOMC �_ V' I _ _ Fp0MG0Aj- 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD �i 1 - L17 MOFL OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ( I 3. THIS PROPERTY IS IN FLOOD ZONE AE (EL 10) G 04 _ _ FLOOD INSURANCE RATE MAP No. 3610300068G �� \ 1,J 4• _--- - 68 ZONE AE BASE FLOOD ELEVATIONS DETERMINED TEST HCLF —11 I I 3p� Zs, ___, ss•I 5 X62 / ^ ^ \ 1 � _,- ,� SNS- SVGll jv g0t�lY/ , r4rC * y� - J PREPARED IN T E MINIMUM QTS��H O.5) %_ STANDARDS ESTABLISHED li !J 9 S R- '�-/ By THE $. ADOPTED FOR l)GE' TE LAND TITLE IATI -13- PROPOSED SEPTIC SYSTEM DETAIL * O HOUSE (NOT TO SCALE) ELEV 1L.;L FINISH GRADE I' f�i I PARKING `0T EEADE 0.0 —EIEV 9 0•-- ` --i .•W,.• TOP EL-9.0' —1•IIA TOP EL 7.9 W.1"DA. 6• ^ 5r -- APPROYm PPE s AM LEACHING LFA[IIMO T 3'CLEAN '� ❑ My 9 3 POCH./.-�1 �.,.,.PncH I/R•/T' w.'°EOLa6 9 Pool cDu,va C-- /-i My EL.50' M.EL �E ` �i �6•---I 15 6._1� �_R.�,� !4 --- _ N.Y.S. LIC. No. 49668 - 0 THUIT�URVEY LS A VIOLATION OF N ---- - -- 01S/RIB1f110N POOL a -- SECTION 7209 OF THE NEW YORK STATE 5 POOL SYSTEM BOT.El aP• ELEI, 1 IM,EF EDUCATION ,AW Jos ph A. Ingegno E EV 1 9' COMES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor SEPTIC TANK (1) EMBOSSED SEAL SHALL NOT BE CONSIDERED NPIMPN SLT TAM CAPACITES FOR A 1 To 3 9FOROON HOUSE 5 I.Ooo ONIONS. �HINGPOOLS (5)POOLS (5) To BE A VALID TRUE COPv I TDA ;6'IDN6.V-3.OW,6'-Y TeEP 1 HM11M lFKlwi SYSTFY fp1 A 1 ro 3 9FDIIOON,TaInF 5 300 w n SOEWWl AREA CERTIFICATIONS INDICATED HEREON SMALL RUN 3 o01EYETE IESS HwE A I 0101 WOO 3.A S1Ra WI of 3Do0 Phi AT M DAYS. 5 POOLS 2'DEV.6"- ONLY TO THE PERSON FOR WHOM THE SURVEY 3 DANE R6ac1E4!9S1IL 6E A 9ftL of IN ATOP OPIO TO SI 6' AT FON E Or 300 Or A" 2-UStitla Paas AN 10 a 0WISTRUCTED Of PRI?GOT IRssORCm COIIatl:TE(ort EOINL, IS PREPARED, AND ON HIS BEHALF TO THE ALL LS.OOTMM AM TOP!WL COIITAM R[►salvl0 TO NESHSI AN AMllD FORCE ai!Oo PA. 161CIwp S"NXRXWS,Sao Ones No RIMS. A ALL XWIS SPILL SE SEALED So TMT THE TAMP 6IWOU"l IR. AND/ON TITLE COMPANY. GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout 3 ALL COIi9S!WL t OF PIeCATf IwANf011CfD CONCR[1E(p1 DxAL) 5 ON SfPIK TAIR 51LNA R OF CO Ar ILVEL N ALL EA O110TK(MM A 111X TOLETVMOE or:I/.•7 LENDING INSTITUTION LISTED HEREON. AND ON A It DI !'Ota�ai PW TA D SAID OW PS OL N . 10'win.COMM WIM!N LEIAu.U Ic IMI,P,DAO m s I!E SIVITIPP E.Or NA D. TO THE ASSIGNEES OF THE LENDING INSTI- 6 A IO nom.o6rAlxE<IWQN svTx qTt AHD IlousE sIP9l IL3MrwED '-''P ""mTE LETWmI Au IEACHPNc Pops AND sEmc TAw vLUL e[YNNTAYED TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE RIGHT OF WAYS OFFICES LOCATED AT 4141LING ADDRESS ANO/OR EASEMENN TS OF RECORD. tf ANY, NOT SHOWN ARE NOT GUARANTEED. 1380 ROANOKE AVENUE P.O. Box 1931 RIVERHEAD. New York 11901 Riverhead, New York 11901-0965 21-195A n 270 1 LOT ,� DEC SURVEY OF i 210.52' rye LOT 13 Of PIDG.DEPT. -IAP OF N 82'52'20" E LAND'S END / FILE No. 51109 FILED MAY 3, 1973 SITUATED AT RALWC .w ORIENT POINT _ ' im`�` i `i i i + TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-15-09-1.13 SCALE 1•=50. Cl La 1 u .'1 1 \\ MARCH 11, 2001 r1 III I 1 n OCTOBER 30. 2001 ReASFD PROPOSED HOUSE _ f ° DECEMBER 18. 2001 FOUNDATION LOCATION L '> C ---- ---- c----- \` — AREA = 41,781.493 sq. h. illy, q r � � 7x \ ar\ x 0.959 ac. 5z (no CERTIFIED TO: COMB) / 27-V ! DANIEL F. NICKOLA MARY NICKOLA EUGENE NICKOLA 1 STACIE NICKOLA 1 2gm.Y: O v N \1 1 \ � LOT 1 J 1 \ 1. IMrWPM K a FLOW DWE AE (EL 10) ul \ uc FLOW 9a119IelcE RATE MAP W 311 a Oa O \ 1 \ me Ac IllmE ft=9awns KwAmm H C \'('A• 1 \ i OXOTO It At 00911IMC0 10 NAY- 100 DATW canna e1cvAW00 At I I T"Ift" b 1 m =111111110 O CM100 LM AK 11111 TN119k ----moo—-_ o `\\\ .A•t 11 1 N 1 1POT E11YATION1 AID CON 0111 1ON1 AQ AS near To CONSToucn . %a. 1 t0 tP LPA (> V: 1 \ i' 1 zy 111A� IOU+ \ �F \ . , L c i 1 \ 1g4.0- (OF 5 7624'10" W .yeo R,pAD MAIC _ (S.R 25) AS EINAL40M AID Aearl�a sm sae Pt„ �� c`` �0 7 10 8 A N.V.S. Lk. Na 4909 wwlaNO 41Wok Aconloll TO INS au9eY M A wA1oM OF M&73%!F of MEN WIN Sr,%W 'w cores OF INS mw=110 Mor WSe� A. k � 1fe a MI a1® C W Land Surveyor .11.E um �n ra s caeca® ro 0e A 1111D TRt Olr1. ODIISgaOMt eolaw Meeaal 7wu Mla1 ryi Ifaee1w W ra 11is s rolE Oal/1arr.Oa"��D,aa AilaY Ale ON Tm &Wmw - y"4mpr - S% /tr - Cambucam uy0w � w�iEgMmw PIKIK (931)727-200 Fax (531)727-1727 THE paaTDD[ or eADR aP WAYS Qeq�WOUED AT AMM ADIVIEW AID 242 9F s AIN. MW 11De11 A9t MOY a 130 l(IIIIIglIIE IMEm P.O. an 1031 11111111001m. N1n Yak 11901 IfrahelIC Mw Yank 11901-0WS LOT 'x SURVEY OF 210.52' LOT 13 amr�VAL MAP OF N er52'20' Ee LAND'S END FILE No. 5909 FILED MAY 3. 1973 B d SITUATED AT °°� ; „ ORIENT POINT L .4 \ TOWN OF SOUTHOLD H SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-15-09-1.13 Il , .az 1 y SCALE 1"=50' MARCH 11, 2001 OCTOBER 30. 2001 REVISED PROPOSED HOUSE >J----"",_- - - -- ----- '7- 10 c 0EEWOM 18. :001 FOUNDATION LOCATION �I� a T ' ae. ` A AREA = 41,781.493 sq. ff. 0 ' tJ c 1 p 0.959 ac. to l A at I 11 / 27X ' / \ `Jd3/s ` g 'yC'l CERTIFIED TO \b v, C5 11 MARYL F. NICKOLA MALA EUGENEEKICKOLA tri r m i+ A 11 ,rte `e STACIE NICKOLA N 11 9 �+N \I I LOT NOffi sp (A 1 \ Est 1. 11R PROP8"a N FLOW LOIS AE a 10) a 13' 11. C OIR AL R FLO omni mei xiEMOM o T• El"ATMR AN OUVEMM 1R NAV-0. 1989 DATUM N OOSIRIO 9ERVAleoNi AE ONM Mat" Z \ \ 'A 3. 9FOTMTq�IR�ANO LIM AM IINORR IMM ---- C 1 is I N OOM101Ni NRM11 At AS Pon 10 Q01R11M cTaL l0 chd OF \, r, 1 1 154A4 �, go p, /. IIE IMIIN M .Am FOR IND 0 r ®� N.Y.S. Lie. No. 49000 I4 91 Y 1 AOR A�IIIe11 )919 or BE MA'MMf 3TAIE Copes OF 11Ri W/IOL.9e.Ie ,� MMALLUR�®'�``" Land Surveyor IOM�YRb//��Oe�V. RE OORiRID OILYWN" a= EN 7MMm R1181TUM � TRM ARrR„ - SOdr(RkRs _ SRR PArr - PHOW (931)727-200 Fmrf831)727-1727 I mnfm�= ofRRo o YS 01'1 5 W"11111 AT URM A0913S • RMF.%TL RY! N ARN NOF 9IAFRkR— 1390 ROMLOIE MFNAE P.O. 9MR 1931 mwev , IM York 11901 14rFMo0. Nw York 11901-OM SURVEY OF LOT 13 r oT t 2 MAP OF 21o.sz' LAND'S END Cana•11OI FILE No. 3909 FILED MAY 3, 1973 1 N 82!5220" E y SITUATED AT „r 11 C ORIENT POINT TOWN OF SOUTHOLD � I rax •', 1_ t0 Z n. .`1�� � t, elf �,, o SUFFOLK COUNTY, NEW YO RK 11 1 S.C. TAX No. 1000-15-09-1.13 o y' Tt. fir- I1r SCALE 1"=50' N . 11 y `.� ti 1 MARCH 11, 2001 iy N �L 1 OCTOBER 30. 2001 PROPOSED HOUSE y O '0"...; . /P{' 1 1 � DECEMBER 19. 200101 FOUNDATION MIDMiION LOCATION MAY 30, 2002 FINAL SURVEY tzl i+t 1 C AREA = 41,751.493 sq. ft. ----- > --- 7- - sir pnoy 1 Z 0.959 cc. _ o CERTMIM TO: M � 1 y+�i DANIEL F. NICKOLA sromw Fum a � MARY NICKOLA 1 v 27.7'" '� AvoalloymEUGENE NICKOLA 73.5- __-- 1110W 01 STACIE NICKOLA ram ns rrorun 15 w nM zac AEn. +o) tU noao 0MRAI E PATE MAP .H 361 a Ot-3 LOT 13 \II j LAY ZOW AE WSE nOm njWMM DEVOM® N \y 1 N N � 1 b Z \ Of Of vAw 5 X624'10" W A� ACOMkIZ THE WIMN `A�,12 j gO _ sr"OMWor"v�>n rarc,,rra m�iio itn � or 1w 1 25) ami ne NO VOW soaE LAID �g.R• J i �Jl i I N.Y3. Lic. No. 48668 01� 00�(P uMumowan ALmwnaH ar Av)F 10 7lr9 611BEY 6 IA!>A➢011 YOmummRK �A� Joseph Ac., lngegno LA �" X& Lid Surveyor 3 1A MA W Wau w1 K Oa SIDEM A/E A VND 1111E COn'. =ITlue 'w Numap OlOII!Wl Ir11 OILY 10 11E P e aM WR Wft 7m TIC r Flrslr m MOpal 16�N1110 7IE yip = - %w Rau - Ca1�6uCfraa uwy wwin INk Sun'ha - 1rimm coullmnc s,N 1101 WrAE=rerjLE WiOIE (651)727-2010 Fox (631)727-1727 THE U05F M OF ■aN7 OF WAYS OFF100 L0017FD AT Avi'm ADDRESS 9MOWN A1E� 1 Ay�E P.O. 8mc 1931 M=r Ikr Yak 11901 Wmwhead, Hm Yak 11901-0965 - 0 DRAWING SCHEDULE GENERAL N O T E SAE 7/ NO. DE5CKIPTION .ITEMS �{OTED WITH A SINGLE ASTERISK (•) SHALL BE PROVIDED BY DELUXE I EXTERIOR ELEVATION HOMES AND INSTALLED BY THE ERECTION CREW AT THE JOB SITE. PLUMBER CERTIfICAT/ON w� ,A EXTERIOR ELEVATIONS 2.ITEMS NOTED WITH A DOUBLE ASTERISK (••) SHALL BE PROVIDED BY DELUXE Ep z FIRST FLOOR PLAN HOMES AND INSTALLED BY THE BUILDER AT THE JOB SITE. ON LEAD CONTENT BEFORE p�iRN110M (�'� qRC 2A SECOND FLOOR PLAN 3.ITEMS NOTED INSIT H LED BPL ASTERISK (­)SHALL THE DOBE SITE. PROVIDED AND rim �r7 GALE w��ti��, 3 FOUNDATION PLAN 4. EXTERIOR ELEVATIONS AS SHOWN HERE MAY BE TYPICAL OF CONSTRUCTION CERTIFICATE OF OCCUPANCY saOttTt�01a �+CMN1 CI1OQ. �c� P �, ONLY,REFER TO FLOOR PLANS)FOR ACTUAL QUANTITY AND LOCATION OF SOLDER USED 1N WATER cc ° �. n 3A FOUNDATION DETAILS h 4 FIRST FLOOR ELECTRICAL PLAN DOORIS)MAY AND WINDOWS, AND ACTUAL WIDTH AND LENGTH OF HOME. SUPPLY SYSTEM CANNOT 4A SECOND FLOOR ELECTRICAL PLAN 5.ELEVATIONS MAY VARY FROM THE HOUSE ORDER FORM. REFER IN THE HOUSE 5 FIRST FLOOR PLUMBING PLAN ORDER FORM FOR ACTUAL DECORATIVE EXTERIOR ITEMS INCLUDED. DO NOT PROCEED WITH EXCEED 2/10 of 1%LEAD. Y sA �� 5A SECOND FLOOR PLUMBING PLAN UNDERWRITERS CERTIFICATE PROVIDE OPENINGS FOR FRAMING UNTIL SURVEY 9T y� REQUIRED F N 5B PLUMBING DETAILS EMERGENCY ESCAPE AS OF FOUNDATION LOCATION C" 6 DUILDING SECTION REQUIRED BY PART. 714 OF HAS BEEN APPROVED. 6A TRU55-5EC110N SECTION IBM= N.Y. STATE BUILDING CODE. GABLE END YENT ALUNIMUI/ RIDGE VENT •• 188. L 4'. copper tubing is used N2 for water distributing S ANT i.. R CLASS C'ROOF SHINGLE system; piping shall be IOLLOrY1Na of types K a L onhE t FOUNDATION • TWO REQUIRED FOR POURED LEVEL F SHED CL'C UNDERWRI CERTIFICATE a ROUGH . FRAMING A PLUMBING IRED I INSuu►TM iI o FINAL,. CONSTRUCTION N{ISt _ m j� ��/COMPLM I N CAo POLYSTYRENE SHIPDLOOSE )SHUTTERS z r 11!!� HORIZONTAL VINYL F— m aril T! REQUNIEMENTS OF SONG •• z CD •TATE "NSTRUCTION A I!WJWY w PRO41DE ANTI SCALD AND OR NOT RipUPOf,"ppNNsl FO1! _ o w TNERAL SH('C4( PREVENT NG 2ND LEVEL FINISHED FLOOR HORIZONTAL VINYL $mMG (TYPICAL) N miCES AS TO PART. 902. '•' IST LEVEL FINISHED CL'G o N.Y. STATE BUILDING Col E. POLYSTYRENE SHUTTERS Q Q OCCUPgNCY pR USE �S � '��� ST LL F6 ST LEVELI V) WITH N r� i� r� ® ® � PIE N OUB'CE �, �� z RT'�FICgF � � z z OF 0CUPjjCY o 7/T LIT] N C) 2 � G a 157 LEVEL FINISHED f100R -w O PROVIDE SMOKE-DETECTING „EaEaTDFxr�DFE aP�EF�Pa° rox��DDExEx �• STOOP 1•••1 O ALARM DEVICES V YMS FAC DaYMN UFFC MED NONEIF.M HJFVH Na BEEx�PPROVED 2 (EXTERIOR LIGHT T mw�srsrEx aETaPFx.H.Puxs FHEvioDarwwaovED aro Kc n, w AS TO PART 721.1 F%TURE TYPICAL)... ,D E%FWa wrt • tYLAf.1MIItl11NS xOT aEEx MODIF�DW W N.Y.S BUILDING CODE. PLUMBING FRONT ELEVATION ALL PLUMBING WASTE 2 THEE EaG PO Y OTATE FM H. HAS PaEPMED UAHG U SCALE:3/16'c I'-0' PaaT a r>F THE xEwroax STATE ENtR4Y consEavnna+cDxsTaucnax ccDE IExEaor coDEl.xD is ix FlAL rnwiuxcE rAIxTHE ExEam coDE.• i &V ATER ONES NEED TESTING BEFORE COVERING 0 U pa' ' 9BUILDER MODEL SERIAL L///valr/t• `/fz, 5 i cPPIN6 STONE HOMES,-1-C. TWO-STORY BAYBERRY 123-01WtW CUSTOMER DATE DRAWN CHECKED DRAWING NO. X499 ZUeat 7iF1nd Staeet, l�'arwc'e�, p14� r�1860t�3� 8/31/01 TLM. '• /P.e.' (.J70) TJ52-5714 74x, 570; !SG-152 NO. DESCRIPTION DATE DRAWN CHECKED SAN NICKOLA w:/ccrrent/advance/1-23-0iw.dg. Oct. 17, 2001 13:01:50 . ...__.._._.-. ALUW"RIDGE VENT- -SKYLIGHT R ...nw.nr•ma.R....rn�o..vay.��n �# Fh I J 0 C ,.xow'or�nmmuur•ua mrveo f CLASS V ROOF SRNGLE ZW -o 10 / � I ��, IF r L VINYLiW LEM i1ry(U AM QZ�HJ� mm�>� �PED "'R(TY CAu C GALE Ri LEYfI f1E9[D 05 0 NO Uhl- • 0+ ?a "141 ED r�1• O \O 67 LEM!qg[0 Et" I N REAR ELEyATN* J-1 ALLdI"RIDGE VENT-- 1gXIZ TLL VINYL SIDING 1 TPK L)•• GLASS'C'ROOF SHINGLE� �s � ED El �EFEEFWIEO LET �10, I / / r oLLa n utt� 0 DEVICE LO1r O N U FIETWit ... p p CIL LL ` O N as W 0 rsr LEru E nom w x w 0 RGHT ELEyATN* LEFT ELEyATI* 0 21khw.rw z1elr•� rc a O U VAdze q Pa, I wac, BUILDER MODEL SERIAL NO. nGii// ,/ (/ STEPPING STONE HOMES,LLC. TWO-570RY BAYBERRY 123-01W 409 weal ?"sem, F[ , A r�18'603 CUSTOMER DATE 7DRAWNCHECKED DRAVNNG NO. 7e4e (570) 752-59114 57,u (570) 752-1525 NO- DESCRIPTION DATE DRANM CHECKED DAN NICKOLA 5/31/01 1A w:/current/advancei123-Olw.dgn Oct. 18, 2001 08:43:34 1, Puller to verify sod conditloms to be 40004*/ sf. 2, Concrete to be minirrum of 2500 psi, I r COALcppt* 3, Footings to be an undisturf�ed soil, VLOW DANA=Fh j WIN MENIM I j l 1 S �N cam I �oC,& 2 x 10 16" ox, 1. � .� � ;�A � I w I' + I , 1' L yM"() 1 1 '1 ° 8 knim 1/2" 0 hx+ff 13A L' k1to concrete Ix O 1z a . . --r t 1 1 a•d t• I �:_ j 6.. 6.. Steel cd r r. L A4 10 Steel Cdumn 1 1 I � ariaete Vier 1. d oncrete foothq L 1 � C4) 2x10 L 1 = (Fl sh) o "Concrete Slab I I a N I N 3 I I T e a I I � 1• : I. I op i 32"x32''xb"Concrete Faot#iq �C 1 — • _ .. CAMP, PIAN OFNE FOUNnA�10N n�1'Ali. FOO�ING n��'AI� 5CAl.E:3/16° a r-0" fq 9� SCALE :I/2" - I'-0" 5CPLE I/2" - 1'-0" -"yam' i Nickola Residence �� Orient Point. New York Joseph Fischetti St PROMBSIMU mGR>JlEB SCALE : An Shown 1728 Hobart Road / PO Hoz 818 DATE : 8 November OW1 Southold. New York 11971 70 THE PEST OF MY KNOM EOGF,BELIEF AND PROFESSIONAL NIOOEMENT •.THIS FACTORY MANUFACTURED HOW(FII 1 PIM1 HAS BEEN MPROVEO FROM A SYSTEM SET OF FA.P 0 5 PREVIOUSLY APPROVED BY ON.C.R. APRICATtON NO, NO.tlA.l".EIIPNUTION PATE 1M 1,VIHICH HAS NOT BEEN MONFIEO IN ANY MANNER i.THE ENERG PORTION OF THIS F M .PI.AN HAS BEEN PREPARED USINO PART SOF THE.NEW YORK STATE ENERGY CONSERVATION CpF51T<UCNON a CODE IENERGY CODE)AN0151N F I,COMPUANCE WTH THE ENERGY CODE.' BEDROOM #3 9 y� J.PCl 3 3 I 2 rD I I ���ED ARC N5 GALE ' / Ci 0 ® I cr BEDROOM #2 " i� 7 UTILITY „ BR. 3 BATH 3 I i - - - o 0 c .. FNO c 3 z1 zD O 4'/r O W.I. . I OF NEW MUD ROOM I 21 I CI 21 =W o� © oa SD = 13 N 21 5130 O 9 I 2 0 20 \ I COL **WE UNDER FLO N \ 5 FOR FYR.SD.BY BUILDER 3 �I I /, .\ I SO13 I SD 13 `TO TnaLLEEVOEL sD, BEDROOM ttl w I 1 I i y W. .C, I __-; g FOYER 20 N O u 5 0 5 20 20 C.wp 1 0 SWP 5sp 9 00R CHIME BUTTON M/LO�y Ei STUDY VOLTAGE TRANSFORMER UNOER = FIRST �D��% 7C' FLOOR PLAN LL 0 ( 8 ' - 611 CEILING HEIGHT ) J W O NOTE:CIRCUIT NUMBERS SHOWN ON THIS PLAN ARE TO ILLUSTRATE NOTE:ALL KITCHEN AND COUNTERTOP RECEP.AND CIRCUIT DESIGN.THE ACTUAL CIRCUIT NUMBERS SHALL BE DESIGNATED BATHROOM RECEP.ARE G.F,CJ.PROTECTED AT a BY FACTORY ELECTRICIANS AND SO NOTED ON THE PANELBOARD. 48'A.F.F.UNLESS NOTED OTHERWISE, a 2J)eZozc q���J^*me4 _a ;VaN vimII/g A BUILDER MODEL SERWL NO. U 5TEPPING STONE HOMES, LLC. TWO-STORY BAYBERRY 123-01W 4�� S Z• 1�G03 CUSTOMER DATE DRAWN I CHECKED DRANNNGNO. -7e4e (570) 752-59114 57az: (.570) 752-ISGJ NO. DESCRIPTION DATE DRAWN CHECKED DAN NICKOLA 8/31/0; TLM. 4 w:icur_=nt;acvance,'123-Olw.dgn Cc--. 17, 2001, 08:57:56 TO THE BEST OF NY IQKR LEW E BELIEF AND FROFESFOW N EMENT t.T MFACTORY UFACiVBEDNOF TMN.)PUNI OnNAPPROVED FROMASYSTEMSETOF FNN.PUNSPNEVIOVSLC APPROVED BY 10M CR„ BREAKFAST J r /� 25 1MNI).Oi,WINCH IN$NOT BEEN'MOgFIFDM WTE qKI�IXRPIMTON BR E A K r HST }.THE ENERGY PORTION M TMS F.M.H PLAN FUS BEEN PREPARED USING - NOOK PMT 6 OF THE.YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HFNERGYCODE ARO IS M FULL COMRIMICE YKTH THE ENERGY CODE' Ll FIXTURE SCHEDULE G A FRONT & REAR (EXTERIV 7 7 23 (RED Aq B DRBNC AREA _—_______ ____—___8 c KlrcxEN ro3D KITCHEN SINK 223E BATH 23 + F STAMLL FALL HUNG t'a)• r � G HALL CEILING HUNG 2 M FOYER CEILING HUNG KITCHEN `/�• NO y� I BATH LIGHT BAR FALL HUNG 4 (NO SOFFIT) J BATH SOFFIT RECESSED — T 3 n K KITCHEN SOFFIT RECESSED 2 7 ]NKITCHEN BEDROOM CEILING HUNG 25 FAMILY ROOM tia O 6 23 FRONT (EXT.SPLIT FOYER) CEILING HUNG11 9826' O IND SOFFIT( yALANCE MING W PANELBOARD SCHEDULE T 2 51• 23 W —_ 4 4 LIGHT 20 220 G.F.C.L APDL. 4 K 7 7 y W LIGHT 20 3 4 20 GS_CJ APDL• 13 . W\ LIGHT 20 5 6 ZO REFRIG _ 50 22 LIGHT 20 7 8 20 APPLIANCE 2 r 22 C.F.C.L EXT. 20 9 10 ZO APPLIANCE 4 16 IB 2 P.R. W G.F.CJ.BATH 20 N 12 20 DISHWASHER 8 MMER O ABOVE D zz S.D. 20 ' 13 K 20 WASHER LIVING ROOM r 16 25 22 C) DRYER 30 50 RANGE 27 IT IS 22 �'H&LPOOL 20 N 20 20 LIGHT - O LIGHT 20 21 22 20 LIGHT 10 W LIGHT 20 23 24 20 FIREPLACE / n APPLIANCE 20 25 26 20 7 22 V NOT USED 22 2 22 + 39 10 0 DINING ROOM 1 d z t a O w 0 O S W X 9 B M, v NOTE:CIRCUIT NUMBERS SHORN ON THIS PLAN ARE TO ILLUSTRATE NOTE:ALL KITCHEN AND COUNTERTOP RECEP.AND CIRCUIT DESIGN,THE ACTUAL CIRCUIT NUMBERS SHALL BE DESIGNATED BATHROOM RECEP.ARE G.F.C.L PROTECTED AT BY FACTORY ELECTRICIANS AND SO NOTED ON THE PANELBOARD. 48'A.F.F.UNLESS NOTED OTHERWISE. o DeZoze ./�� may/ D/j' , `/I-IA BUILDER MODEL SERIAL NO. �,« VVI, T�Y3W p60 (I(L STOPPING STONE HOMES,LLC. SPECIAL TWO STORY 123-01W 499�/e�t 7lund S�e�' 18603 CUSTOMER DATE DRAWN CHECKED DRAWINGNO. 'lel• 15701 752-59914 7=,f (570) 752-7525 NO. DESCRIPTION DATE DRAWN CHECKED DAN NICKOLA 8/31/01 TLM. 4A •.=i current/advanceii23-01w.dgn Oct. 17, 2001 1_3:36:03 TO THE BES OF MY KNOWLEDGE,BELIEF AND PRCFESSIOINL JUDGEMENT THIS FACTM WNUFACTURED HONE IF MIN)PI-AH HAS BEENMPRDVEO i FROM A SYSTEM SET OF F M.H.PLANS PREWOUSLY APPR DBY DH C.R. APPLICATION NO.W] .MANUFACTURERS NO.O]W,"PINATION DATE H%UKH.WHICH HAS NOT BEEN MONFIED MANY IWHNER. i THE ENERGY PORTON OF THIS F M.H.PUN HAS BEEN PREPARED USING PART B OFT NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(ENERGY LOGE)AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE' BEDROOM #3 I11,2'DRAIN ON i�/7'VENT UP 1'/Z'VENT UP 2'DRAIN ON. W.I.C_ / UTILITY I BEDROOM #2 / BR 3'DRAIN ON. I - - - BATH 2'DRAIN ON./VENT UP I 1'/2'VENT UP I.C. MUD ROOM I t Ep II/z'DRAIN ON. GALE R 11/2'VENT UP. A \ / I O \y 2•VENT UP �i 2'DRAIN DN./ I k/ 3'DRAIN ON. VENT UP \ I 3'DRAIN ON. FROM 2ND FLOOR \ F' / \ \ I BEDROOM #I - - I - - NNI OF NON MAIN SITACK I I ( II •DRAIN ON. TO 2ND LEVEL W.I.C. --- FOYER CFiOM 2ND LEVEL IVKDRAIIN ON./ III/2'DRAIN ON. T UP0 0 N U STUDY FIRST LEVEL FLOOR PLAN LL III SIIIII N( 8 ' - 6 ° CEILING HEIGHT ) I = x J W O F S C7 K I a O U Pa, / 9oz, BUILDER MODEL SERIAL NO. v /�/����""� / 'P m ,/ pL4/'/ STE?PING STONE HONES,LLC. TWO-STORY BAYBERRY 723-01W 49 W(;�y 74F Zd S�fL, Fetw:.4, ;D,Z r�19'603� CUSTOMER - DATE DRAWN CHECKED DRAWING NO. ?d, (570) 752-5414 �7=: ($70) 752-1525 NO. DESCRIPTION DATE DRAWN CHECKED DAN NICKNOLA 8/31/01 TLM. g w:icurrentladca.^.ce%123-OlW,aan Oct. 1', 2001 "TD THE BEST OF MY K EDGE.BRIEF N!D PRCFE&RI LNMCWNT T THISF/ ORYM.WUAMWDHOMEIF.M.H)PuEN14l ENAiPR ED FROM A SYSTEM SETOFF M.H.PWIS PK VKKJSLYAPFHOW0"O.H.0 R., APPLIUTON NO R?N.MANUFACTURERS NO.—.ERFIMTION WE �/ 'Wm!,NHICH INS HOT BEEN MODIFIED IN ANY"NNER. BREAKFAST ] THE ENERGY PORTION OF THIS F MN PIAN H.BEEN PREPARED USING NOOK PANT 6 O TY.E NEW YORK STATE ENERGY CONSERVATION CONSTFOCTON j���I I� CODE(ENERGY CDDEI AND 15 IN FULL..RIFNCE NTH THF ENERGY LODE' - - - - L==E ,��RE� ggc GALE KITCHEN (NO SOFFIT) V I V I IAI P 'VENT UP VQ FNO IST LEVEL FAMILY ROOM L 3'DRAIN ON. 2'DRAIN ON./ VENT UP 2'VENT UP 41V/2' FROM IST LEVEL 2'VENT UP P. OPEN TO ABOVE LIVING ROOM 3'DRAIN ON. 2'VENT UP MAIN STACKFROM IST LEVEL THRU ROOF UP to/ DRAIN ON./ IF10�ENTT UV�NT UP LEVEL 0 DINING ROOM z a n O w O SECOND LEVEL FLOOR PLAN w cc 0 0 0 D � u J/►om4 A �y Pow, / I&CA BUILDER MODEL SERIAL NO. ���+��Wi VV�y T W oLn (q(j STEPPING STONE HOMES,LLC. S ECTAL TWO STOZY 123-OIW 499 /eat 77�nd S�, P14 1960.3 CUSTOMER DATE DRAWN CHECKED DRAWING NO. 7ee 15701 752-5914 �7= ($70) 752-1525 NO- DESCRIPTION DATE DRAWN CHECKED OAN NICKOLA 8/31/01 TLM. 5A w:/current/advance/123-Olw.d,=I Oct. 1-,, 200 :0:08:01 D"W.V. PARTS LIST D.W.V. NOTES ED Na VENT ELL (HxH)EM 11/251ZE ALL DRAIN, WASTE & VENT PIPES ARE PVC. 3' VENT PIPE— z �`�.'RGA qRC ' 2 VENT ELL (HxH) 2 2. PVC PIPING CONFORMS TO ASTM-D-1785-86 AND IS MADE OF 3 VENT ELL (HxH) 3' SCHEDULE 40 PLASTIC PIPE. 3. ALL HORIZONTAL D.W.V. PIPES SLOPE 1/4' PER FOOT TOWARD SOIL. `� 1 4 VENT TEE (HxHxH) II/2' � 4. FIRST FLOOR D.W.V. PIPING IS STUBBED THROUGH THE FLOOR AT APPROVED "WATERTIGHT' ¢ i. n 5 VENT TEE (HxHxH) 2' THE FIXTURE. NEOPRENE ROOF FLASHING- 6 VENT TEE (HxHxH) 2'x2"xl1/2" 5. D.W.V.PIPING 2' AND LARGER IS STRAPPED EVERY 4'-0" O.C.: I 7 VENT TEE (HxHxH) 3"x3"x11/2" 3'-0' O.C. FOR PIPING 11/2' AND SMALLER. FIBERGLASS SHINGLES I 8 VENT TEE (HxHxH) 3'x3'x2' 6. ALL TRAPS ARE REMOVEABLE "P" TYPE OR w/ CLEANOUT PLUG. 9 1/4 BEND ELL (HxH) 11/2• 7. ALL HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL I I FITTINGS & ADDITIONAL YP. SUPPLY LINE 'a, hG. Q� 10 1/4 BEND ELL (HxH) 2' DRAINAGE LINE CONNECTIONS SHALL ENTER THROUGH WYE \_PRE-ENGINEERED PIPE BY OTHER F�� � y II 1/4 BEND ELL (HxH) 3" BRANCHES,COMBINATION WYE AND 1/8 BEND BRANCHES, LONG z ROOF TRUSS @ 24" O.C. 2nd LEVEL FLOOR 12 1/8 BEND ELL (HxH) 11/2" SWEEP 1/4 BEND BRANCHES FOR PIPING UNDER 3'.SANITARY 13 I/8 BEND ELL (HxH) 2 TEES MAY BE USED ON HORIZONTAL TO VERTICAL CONNECTIONS. v 4 I/8 BEND ELL (HxH) 3. 8. ALL MATERIALS AND LABOR REQUIRED TO COMPLETE FIELD YPICAL CONNECTION mm CONNECTIONS BETWEEN MODULES SHALL BE THE RESPONIBILTY —4 TTINGS & ADDITIONAL 15 I/8 BEND ELL, STREET (SXH) 11/2' ' PIPE BY OTHERS 16 1/8 BEND ELL,STREET (SxH) 2' OF THE BUILDER. 9. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED 17 1/8 BEND ELL,STREET (SxH) 3' AT A MIN. OF 6"ABOVE THE FLOOD LEVEL OF THE HIGHEST 18 LONG SWEEP 1/4 BEND ELL (HxH) 11/2' FIXTURE SERVED IN THE BRANCH. \ 19 LONG SWEEP 1/4 BEND ELL (HxH) 2' ` 2' or 11/2' VENT PIPE 20 LONG SWEEP 1/4 BEND ELL (HxH) 3- 21 SANITARY TE (HxHxH) 11/2" 22 1 SANITARY T (HxHxH) 2^ SUPPLY NOTES 23 SANITARY T (HxHxH) 3- TYPICAL 24 SANITARY T (HxHxH) 2'x1 x2 'x2" TYPICAL ROOF PENETRATION Ist LEVEL CEILING 25 SANITARY T (HxHxH) 2'x2°xl1/2" RESTOPPING IN ACCORDANCE 26 SANITARY T (HxHxH) 3"x3"xI I/2" SCALE:NO SCALE TYP. D.W.V.LINO✓ "/ SECTION TAT C THE NEW I. ALL WATER LINES ARE TYPE "L' HARD COPPER TUBING AND YORK STATE CODE 27 Y HxHX x "x CONFORMS TO ASTM-B-88-89. 28 COUPLING (HxH) 11/2' 2. WATER SUPPLY LINES ARE ASSEMBLED USING SOLDERED JOINTS NOTE: PIPES MAY BE OFFSET 29 COUPLING (HxH) 2' AND CONFORMS TO ASTM-B-88-86. 30 COUPLING (HxH) 3" 3. WATER SUPPLY LINES ARE STRAPPED EVERY 6'-0' O.C.. 31 1 PIPE INCREASER (HxH) -1 1/2'x2' 4. WATER SUPPLY LINES ARE TO BE STUBBED THROUGH FLOOR ON 32 PIPE I CRE (HxH) II/2'x3' THE FIRST FLOOR AT EACH FIXTURE. �q'0/HOSE TYPICAL FIELD CONNECTION 33 IPE INCREASER (HxH) 2'x3" 5. ALL MATERIALS AND LABOR REQUIRED TO COMPLETE FIELD FASTENED HIGH I HCOUAND SECURELY RELY L 34 P TRAP (HxH) 71/2' CONNECTIONS BETWEEN MODULES SHALL BE THE RESPONIBILITY OUNTERTOP SCALE: NO SCALE 3 P TRAP (HxH) 2 OF THE BUILDER. 36 P-TRAP w/ CLEANOUT (HxH) I/2' 6. SHOWER HEADS, LAVATORY FAUCETS, & KITCHEN FAUCETS 37 P-TRAP w/ CLEANOUT (HxH) 2 ARE RATED AT 3 GPM MAXIMIUM FLOW. 4SINK7. DISINFECTION OF POTABLE WATER SYSTEM: ONE OF THE 38 CLOSET BEND (SxH) 4'x3' FOLLOWING METHODS SHALL BE USED BEFORE THE THE SYSTEM, 3/q' STOP VALVE 39 CLOSET FLANGE (H) 4' OR PART THEREOF, IS PLACED IN OPERATION OR RETURNED 11/2'DRAIN l (BY OTHERS 40 PIPE STRAP 11/2' TO SERVICE. VACUUM RELIEF VALVE 41 PIPE STRAP 2• A. THE SYSTEM, OR PART THEREOF, SHALL BE FILLED WITH AAS REQUIRED (BY OTHERS) 42 PIPE STRAP 3• WATER SOLUTION CONTAINING 50 PARTS PER MILLION OF 11/z' P-TRAP43 NEOPRENE ROOF FLASHING 3" AVAILABLE CHLORINE AND ALLOWED TO STAND FOR 24 HOURS w/ CLEANOUDISHWASHER /q• DIELECTRIC UNION 44 YE (HxHxH) II/2• BEFORE FLUSHING AND RETURNING TO SERVICE. �/v 45 WYE (HxHxH) 2' B. THE SYSTEM, OR PART THEREOF, SHALL BE FILLED WITH A Yq' WYE FITTING TO FIXTURES TEMP. & PRESSURE RELIEF VALVE 46 WYE (HxHxH) 3• WATER SOLUTION CONTAINING 200 PARTS PER MILLION J (SHIPPED LOOSE) 47 WYE (HxHxH) 2'x2"xll/2" OF AVAILABLE CHLORINE AND ALLOWED TO STAND FOR 48 YE (HxHxH) 3'x3'xl1/2" o ONE HOUR BEFORE FLUSHING AND RETURNING TO SERVICE. TYPICAL DISHWASHER HOOK-UP C. FOR A POTABLE WATER STORAGE TANK, WHERE IT IS NOT SCALE:NO SCALE 49 WYE (HxHxH) 3'x3'x2' PRACTICABLE TO DISINFECT BY THE FOREGOING METHODS, THE 3/4' 0 50 LONG TURN TEE WYE (HxHxH) 11/2' ENTIRE INTERIOR OF TANK SHALL BE SWABBED WITH A WATER DISCHARGE (BY OTHERS) 51 LONG TURN TEE WYE (HxHxH) 2' SOLUTION CONTAINING 200 PARTS PER MILLION OF AVAILABLE WATER HEATER— PIPE TO FLOOR DRAIN BY OTHERS z 52 LONG TURN TEE WYE (HxHxH) 3' CHLORINE AND ALLOWED TO STAND FOR TWO HOURS BEFORE (3' MINIMUM VISIBLE AIR GAP REO'D.) a 53 LONG TURN TEE WYE (HxHxH) 2'x2'xl1/2' FLUSHING AND RETURNING TO SERVICE. D 54 LONG TURN TEE WYE (HxHxH) 3"x3'xl112" D. FOR A POTABLE WATER FILTERS AND SIMILIAR DEVICES, THE w 55 LONG TURN TEE WYE (HxHxH) 3'x 3'x2' DOSAGE SHALL BE SPECIALLY APPROVED UNDER THE 0 56 SANITARY DOUBLE WYE (HxHxH) 3' CIRCUMSTANCES PREVAILING. "TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT � B. LEAD-FREE SOLDER IS USED ON ALL COPPER CONNECTIONS. 57 TRIP LEVER WASTE 11/2' M 9. ALL FITTING UTILIZED ON THE WATER SUPPLY SYSTEM SHALL 0 58 TRIP LEVER WASTE 2' i. THIS FACTORY MANUFACTURED HOME M.M)PUN HAS BEEN APPROVED = 59 SHOWER DRAIN ASSE BLY 2' BE WROT COPPER SOLDER JOINT PRESSURE TYPE. FROM ASYSTEM SET OFF.MH PLANS PREVIOUSLY APPROVED BYD.H.C.R, NOTE: WATER HEATER IS SHIPPED LOOSE, INSTALLATION 10. ALL WATER PIPES IN UNHEATED SPACES SHALL BE INSULATED. TO BE PERFORMED BY OTHERS IN FIELD. w APPLICATION NO.97-0W,MANUFACTURER'S NO.0080,EXPIRATION DATE X GENERAL NOTES ��'' ^'ICHHAS NOT BEEN MODIFIED INANY MANNER. TYPICAL WATER HEATER SCHEMATIC _0 2. THE ENERGY PORTION OF THIS F.M.M.PLAN HAS BEEN PREPARED USING SCALE:NO SCALE I. SCHEMATICS ARE DESIGNED IN ACCORDANCE WITH THE NATIONAL PART B OF THE NEWYORK STATE ENERGY CONSERVATION CONSTRUCTION STANDARD, CABO AND BOCA CODES. IN THE EVENT ONE MODEL CODE(ENERGY CODE)AND IS IN FULL COMPLIANCE IMTH THE ENERGY CODE.' CODE. CONFLICTS WITH ANOTHER, THE MOST STRINGENT x REQUIREMENT WILL APPLY u 2. ALL WATER CLOSETS ARE 1.6 GALLON/FLUSH. ¢ 3. ALL SHOWER AND TUB/SHOWER DIVERTERS ARE ANTI-SCALD. a' 0 U BUILDER MODEL [SERIALc/�f N0. � /(�i, DELUXE HOMES OF PA VARIES 9 Z49ut 7k d 50wa, SFm4", ;D418603 CUSTOMER DATE DRAWN CHECKEDAWING NO. 7e1: ($70) 7$9-$914 fax; ($70) 752-1$25 NO DESCRIPTION DATE DRAWN CHECKED 12/7/99 TLM. 58 w:/details/plumb.dgn Oct. 17, 2001 14:16:24 e CONSTRUCTION NOTES / \ ALL CONSTRUCTION ON THF JOB SITE SHALL CONFORM TO APPLILA3LE LOCAL 12 // \ 'TO THE BEST OF M1'KNOWLEDGE,BEDEF AND PROFESSIONAL JUDGEMENT ' \ LODES AND 5 i ANDARDS. f // \ 1, THIS FACTORY MANUFACTURED HOME(F.M.H)PLAN HAS BEEN APPROVED \ 2. 5LOCK COURSING AND FOOTING DEPTH SHALL VARY IN ACCORDANCE WITH VARIES / \ FROM A SYSTEM SET OF F M H PLANS PREVIOUSLY APPROVED BY D.H.0 R, ACTUAL JOB 517E CGDE AND FRGS'CONDI110NS. U) / \ APPLICATION NO.97-004,MANUFACTURER'S NO.0060,EXPIRATION DATE / FOR VARIATIONS ON ROOF PITCHE5, \ 10/22/01,WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. x `TOOK OVEUAYMENT:(IF APPLICABLE) CON5TRUCTIONS,AND TRU55E5 \ !/4"PANELS.OVERLAYMENT GRADE,OYERLAYMEN-SHALL BE ADHERED AND LL / SEE DRAWING 7A- 5,7,9C,12C \ FASTENED TO THE FLOOR DECKING. / '\ 2. THE ENERGY PORTION OF THIS F M.M.PLAN HAS BEEN PREPARED USING ADHESIVE-WHITE GLUE SHALL BE SPREAD EVENLY ON THE SURFACE OF THE \ / \ PART 6 OF THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION ADHESIVE DEMNG. CODE(ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY CODEFASTENERS-16 GAUGE X 7/8'STAPLES SPACED AT 12"C.G.DIRECT EDGES AND 12"O.C.IN FIELD. \ 4. FLOOR DECKING: DRYWALL 112"x 5/8" DOUBLE TOP PLATE DOUBLE 2 X 4 OR 3/4"ORIENTED STRUCTURAL BOARD(06.15.).EXPOSURE I.INTERIORrFxTFRIOR 1112".5/8" BEARING 5TRIP FIRESTOPPING 2 x 6 TOP PLATE GLUE,DECKING SHALL BE ADHERED AND FASTENED TO ALL FRAMING B 1 12'x 5/8" MEMBERS, EARING STRIP BEARING STRIP I ADHESIVE-WHITE GLUE APPLIED IN A CONTINUOUS BEAD ON ALL FRAMING m u QED AR FASTENERS-2'%.133"RING SHANK NAILS SPACED AT 12"O.C.DIRECT EDGE5 0 2 X 3 OR 2x4(5PF 93) Z f\� GALE wcy/ AND 122"OTC.IN FIELD. WALL STUD STUD 616"D.C. �` RP ��� 5. FLOOR INSULATION(FIRST FLOOR ONLY: 2 X 4 O 2.6(5PF 122) Fl J / R-19 BERGLA55 BAR INSULATION WNAPOR BARRIER z m MIN.30 GA.GALV.STEEL WALL STUD 616'O.C. O 4x 0 ON WARM SIDE. m PLATES FASTENED WITH o OR 24"O.C. z EXTERIOR FINISH L'c rv4i in INFILTRATION (B)GALV.ROOFING NAILS Q m (SEE EXTERIOR M EVATION) (OPT70NAL) BARRIER 1/2"DRYWALL PER PLATE PRIOR TO FIELD 12"DRYWALL 6. INTERIOR WALLBOARD (OPTIONAL) !1 APPLIED FINISH(')(3)PLACES o—7116"O.5.5-SHEATHING 12"GYPSUM WALLBOARD.WALLBOARD SHALL BE ADHERED AND FASTENED mTO ALL FRAMING MEMBERS. 12'DRYWALL ^I ADHESIVE-DRYWALL ADHESIVE APP..LED WITH A 3/8'CONTINOU5 BEAD TO 114"OVERLAYMENT OF APPICABLE) I _- NO O� ALL FRAMING MEMBER5. 3/4"FLOOR DECKING DASE MOULDING FASTENERS-15/8'X.099"RING SHANK NAILS SPACE AT 16"0.6.DIRECT 2 x 10(5PF 12)FLOOR qr�0€ N y EDGES JOIST 616.O.C. DOUBLE 2 X 4 OR FASTENERS(ALTERNATE)-SCREWS. - 2 x 6 TOP PLATE BRIDGING("") 7, EXTERIOR WALL INSULATION: TOP PLATE R-13 OR R-19 FIBERGLASS BAT'INSULATION WNAPOR BARRIER ON WARM SIDE N 2 2 2 LEDGE N 2 x 3 LATERAL BRACING m (WINTER). m FIRESTOPPING 2 x 6 NAILER 8. EXTERIOR WALL SHEATHING E>TRIDR FINISH 2.4 OR 2 z 6 FIRE5TOPPING 7/16"ORIENTED STRAND BOARD 0.5.8..EXPOSURE I.INTERIOR/ET(TERIOR (SEE EXTERIOR ELEVATION) -- 2X408 2x6 FIRESOPPING ` ( ) 1 2 x 4 FIRESTOPP NG 5/8'DRYWALL r GLUE SHEATHING SHALL BE ADHERED FASTENED TO ALL FRAMING 2 x 6(5PF 92)CEILING ` ' I MEMBER5. J015T 616"O.C. V ADHESIVE-CASEIN ADHESIVE(FEDERAL SPECIFICATION MMM-A-125C. m TYPE II)APPLIED WITH A 1/4"CONPNUOU5 BEAD TO ALL FRAMING MEMBER5. m FASTENERS-16 GAUGE X 112'STAPLES SPACED AT 4'O.C.DIRECT EDGES 3 > p 2 x 4(5PF 122)WALL T EXTERIOR FINISH AND 8`O.C.IN FIELD. < E,2°DRYWALL STUD 616"O.C. o (SEE EXTERIOR ELEVATION) 9. CEILING BOARD. (3)124 COMMON NAILS - 5/8"GYPSUM WALLBOARD.WALLBOARD SHALL SE ADHERED TO ALL FRAMING z MIN.30 GA GALV.STEEL - 6 EACH WALL SND m 7/16"0.5.8.SHEATHING MEMBERS. PLATES FASTENED W17H BOND 2100 OR EQUAL)APPLIED PER ? ADHESIVE-FOAM SEAL(GYPSUM 7tl6"D.SB.SHEATHING .11 m m 2 X 4 OR 2x 6(5PF 122) '¢"e+plPu1 RECOMMENDATIONS. PER ROOFING NAILS WALL STUD 616" MANUFACTURERS REMYPSUMIONS. D.L. �. suers �Px•e'I'a* ` PER PLATE PRIOR TO FIELD APPLIED FINISH(•)(3)PLACES OR 24"O.C. 10.ROOF INSUUiION: xT N O (owrwul LL 1 112-DRYWALL 1/2"DRYWALL 8-30 FIBERGLASS BATT INSULATION WNAPOR BARRIER ON WARM SIDE o't z.ew.nnh (WINTER).R-38 FIBERGlA55 BATT INSULATION WNAPOR 9A9RIER ON WARM FIFEST04MNG 1/4'OVEKLAYMENTOF APPLICABLE) I ~ U wraisulcx 51DE(WINTER)15 AVAILABLE FROM DELUXE HOMES AS AN OPTION. 3/4"FLOOR DECKING A5E MOULDING It2 x E,0(SPE 122)FLOOR JOTS i C Q u _ x"��eaT 11. ROOF SHEATHING: (2)2 x 10 BAND JOISTS 1/2"DIA x 8'BOLT 6 415'O.C. 0 616"O.C.OR 24'D.C. U- _ _ _ 12'CDX PLYWOOD,EXPOSURE I,SHEATHING SHALL BE FASTENED TO ALL ST. STRIP. m Z ,`, ������IF .��rJ����= FRAMING MEMBER5. FASTENER5-16GAUGEXI3/4"5TAPLE55PACEDAT4'OL-DIRECTEDGES AND W O.C.IN FIELD. z SILL PLATE w/SEALER' (n GRADE °T� M�IALJ015T HANGER BRIDGING(-") wN.eraeecs Q wa'mce- 72.ROOF SHINGLES: U) (4)2.10(SPi2) R-19 FLOOR INSULATION W J - a SELF-SEALING FIBERGLA55 SHINGLES,DOUBLE COVERAGE,CLASS"C, w 18"MIN."FOR FLOOR GIRDER (OPTIONAL) SHINGLES SHALL BE FASTENED TO ROOF SHEATHING. m G CRAWL SPACE = V..I t I FASTENERS-FOUR(4)WIDE CROWN 16 GAUGE X 1'STAPLES DIRECT EACH m OR 12"DIA ANCHOR2"FROM CORN rc'er'e # SHINGLE PER MANUFACTURERS RECOMMENDATIONS. 158"MIN FOR FULL SPACING IS 72"FROM CORNER O LL' �"�s�'"w C_i 4"DIA DRAIN TILE TO P051TIVE DRAIN BASEMENT("') ADJUSTABLE STEEL LALLY COLUMN THEN 6-0-O.C.("') Z 13.ITEMS NOTED WITH A SINGLE ASTERISK(•)SHALL BE PROVIDED DY DELUXE AS REQUIRED BY GRADE TO BE LOCATED CONCRETE FLOOR( ) FOR BASEMENT('•-> - 1 SECTION O PIER HOMES AND INSTALLED BY THE ERECTION CREW AT THE JOB SITE. Q 6 BUILDER'S DIECRETION(•••)--.0 BASEMEN(ONLY FOR CRAWL SPACE SEE DETAIL I ma Y.VF:tV.E,4 LL - 0 14.ITEM5NETED WITH A DOUBLE ASTERISK('•)SMALL BE PROVIDED BY DELUXE O • 32°z 32"x 8" HOMES AND INSTALLED BY THE BUILDER AT TIHE JOB SI TE. W m GONG FOOTING('-) 10'x 20'CONC.FOOTINGS 15.ITEMS NOT ED WITH A TRIPLE ASTERISK "' SHALL BE PROVIDED AND O (TO'CMU WALL)OR 8"z 126" ( ) 2 CONC.FOOTING(8°WALL)('-) INSTALLED BY THE BUILDER AT THE JOB 511'E. X D 16.ITEMS NOTED 15Y A QUADRUPLE ASTERISK("''ARE NOT REQUIRED W AND ARE INSTALLED AT MANUFACNRER'5 DISCRETION. 0 PIGAL BUILDING SECTION 9 SCALE:12"=1'-O" . D. FLOOR INSULATION 15 REQUIRED IF BASEMENT 15 UNCONDITIONED SPADE. 1- 0 O U nBUILDER - MODEL SERIAL NO. riWYC� TT V�f+{iWi V}VY pa' 0Q (G�j' DELUXE SYSTEMS STANDARD 4 �leQt 7 d SfIC�, � '7 pw e�19'603� CUSTOMER DATE DRAWN CHECKED DRAVVING NO, tez' �57�1 752-6414 fax: �SS O� !SG-�SGJ NO. DESCRIPTION I DATE DRAWN CHECKED 3/7/98 DMS 6 w:;currenz:/advance/123-0,.w.dgn Oc--. '_i, 12001 05:01:03 "TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT I. THIS FACTORY MANUFACTURED HOME IF M.H.)PIAN HAS BEEN APPROVED FROM A SYSTEM SET OF F.M.M.PLANS PREVIOUSLY APPROVED BY D.H.C.R., APPLICATION NO.974)04,MANUFACTURER'S NO.DWO.EXPIRATION DATE =2=1,WHICH HAS NOT BEEN MODIFIED IN ANY MANNER, 2 THE ENERGY PORTION OF THIS F.M.H.PLAN HAS BEEN PREPARED USING PART 6 OF THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE." ALUMINUM RIDGE VENT FASTENED WITH II/4' SPED •q 1Q ALUM.NAILS 0 6'O.C.(•) �"� �� PP GALE 12 -P, C) V FIBERGLASS SHINGLES (CLASS 'C') x 5 15• SATURATED FELT PAPER 1/2'COX PLYWOOD � - \ / INSULATION BAFFLE (EVERY OTHER BAY) `' QFN�W EAVE BLOCK a 24'D.C. R- I TI / APR AflRI --- -38 1 TI APOR BARRIER PRE-FINISHED ALUM. DRIP EDGE Ix 6 SUB FASCIA PRE-FINISHED UIA .1 2160 PD RTLPERFORATED SOFFITPANELS ••116'0C,- SF SNO LOAD 24'O.C.- 40 PSF SNO LOAD 'JCHANNEL Q VINYL FINISH TRIM 5:12 STANDARD ROOF ASSEMBLY 1/4" SCALE s 0 N U Z Q a LL 0 u 0 x w x J W r r a 0 re oczeQ{y�Q BUILDER MODEL SERIAL NO. ��• ��• DELUXE BUILDING SYSTEMS TRUSS SECTION 499 Zea ��SbtP.et ���� �� 1��03 CUSTOMER DATE DRAW7CHECKED DRAWING N0. 7e1. (570) 752-5914 j7=;' (570) 752-1525 'Q DESCRIPTION DATE DRAWN LCHECKED8/10/9 9 JZN 5A w:/bldg_seci-rsec.dgn OCA. 17, 2001 09:28:54 L NOT 5, 1, l3uilder to verify soil conditions to be 4000#/5f, 2. Concrete to be minimum of 2500 psi, 5. Footings to be on undisturbed soil, 4, 5tep, footing as required below FEMA openings, r ------ Al \� All mechanical and electrical equipment to be placed above el 10.0 6. Grade at exterior of foundation starts below the FEMA openinq5, Po not use rc --Oirq as shown On site plan, 61 2 x 10-16"ac. T. ^7 ;REVENTION ;ZjE. .... w/ 6 U -01, 2- Fir5tiloorri 15,0 I I ---------- la. 114 -1 6 Brun 1/2"0 Anchor Dolt I? -oil o.c,-7"mrimn 0 A._ F I kv concrete (D lZN A -611four(4) #1rock 9' 1cnq a. 5ted cd r .1 !7 1. 4 V-C)" opening as required bq F MA 0 Steel Cd" I alcrete rotounq I WN S\ (4) 2 x 10, i Concrete-5L+ Concrete 51ab N 6.0 AT I I 0 . 4, 4- T- 0 -A. W- tinq 5211 x521 I x8l Concrete Foc r 0 PLAN FOUNPA110N PFTAL FOO NG 12FTAIL Orr NEW (),F L. ♦ 10 (D 5CAX:5116" - 1'-0" f% C 5CA,E 1/2" - P-C)" Nickosdence .-Bit . 05 Orient paint e lo t� Noiw York Joseph Fischetti OFESS10Nr� PAUL ENII)MI SC= Mown IM Bobart, Road / PO Has 616 Navainbiw 21M DATE a November 2001 1WVMW 28 Navembw 21M Southold. NOW York 11971 NAirq Nwee ExNztlrq Haze '1 U) ��Q-• " 6alvanlzed laq bolt-4'-0" o,c. (#PIr D ZO 2 x 8 I'4" o,c.CtypiraD 2 - 20 co 6-0" CG{plraD 28''0" VW Cedar 19ockinq � I ( I I I I I I �e 1 o� I 19 1 LLI �10-T Lnje 9' 61/q" 61/q" oµ 17 1/211. e-- � ��i �6r cedarta 15/4" '-13/+1 6x n ° " Cwcrete fa irq and pier Sale : I/4" - P-0" � POACH FMMING PLM I'-01 _ (f r LL - f MZ— =FF - 7 — r Q —_ NITrEs AL-1- 4 },QDIJ (�e6 _ Q osT -/SAsES !o /SEcoSEo /� T A'LG ___ — PoS ?--rD- CcoN G2 L'>G-' CONNCC7/o uS• _ _ _-__ — + 6a L _ L(N IJ'/S So/[- /S FLOW .'�S 7-L//✓G' -- — ��P l�y..A 61/j rl — ar1- n1 � CGA INE �, n,`� _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ • Mmgg - 1 I MENf-� 4, SUNNI 2002 ' 11,011 >INS 11,011 mENIM I I I I g^ 1 �1 I I 1 1 I ILA-lie Kc g" gdgE F_ORyM I I I S�r.,o" 0 2 3ETTERIM- � , � 1 1 � ?` z J LJ r 1 � 2 � ✓CS �V�PGA ION 4 rfx6 5nG AV0N 17' G� N Scale : l/4" 1'-0'I PROJECT NO. 11 ' ,p Lf �• 1 1 C>J DRAWING NO. 1 I t�Sb m I 3 In Z O I jN K �xlstlnq Nwse Exlstlriq N0.159 26-0" H AN Nam Poor ,---6" Galvanized lag bolts-4'-0" Oz. ' tgpical) // 2 z 6 @ I'-4" ox, CtypicaDTmi /4 x 4" Cedar Decklrtq Ctypical) - 2x8 co8'-0" ac, C typical ' 81 l aD Cedar post aN25 8" Concrete,pier and fooblrq C b p - p� 1 2 x 12 S Inger /4 x 12 Cedar " r r POI;CH FP\AMING PLAN POFCN PIAN 5calel I/4" = I''0° 5Fala11/4'I l'-pn '- c� 9 tiw ti c�A s, .v G vASG.I/vJ kooflnq 5hirrg1e5 to match exi irq hoa Y� I� '''� _ Waterproof MembranE ,l fir-reµ typical r� 6.�rra Cr�zG4o. 2x6 pafterl'-4" ac ( Ile LE �_ Mg periiNdGcEs �� r ^� 'v/ nLi I AX � 4 uW ,J4 �111h, A, ,de 3 a4 I I I I I I I I I I I I I I I I o II II II II II II II it II II II LJ LJ LJ LJ �J� LJ LJ LJ oo9i�✓Cr .`2 - �, " Scale ; l/4" = I'-0° 5cale ; 114" = I'-0 u DRAWING N0. I � Kalll%assembl � 3 F�-2x T -� z iZ o = i I I/2"x 71/2" 17ado to let 2 x 5/4 Cedar decker 2 - 2x nroN <FMN P `V ZY 3 - /4" Cedar decking `?alhrq assembl �e N I I PMING PML /2"x� l/2" 17adetolet2x S/4 Cedar decker. � W 2'2x L ti Q 3 Cedar �R 8" Cataete peer •e /35. \> U � io MACK�f M1'& Scale ; 3" = '-0" " o PROJECT NO. DRAVNNG NO.