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HomeMy WebLinkAbout27868-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29848 Date: 11/18/03 THIS CERTIFIES that the building ACCESSORY Location of Property: 1775 INDIAN NECK LA PECONIC (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 86 Block 5 Lot 9.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 8, 2001 pursuant to which Building Permit No. 27868-Z dated NOVEMBER 5, 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 NON-HABITABLE ACCESSORY TWO CAR GARAGE WITH STORAGE ABOVE AS APPLIED FOR. The certificate is issued to ROLAND M & KAREN L GRANT (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1162541 09/04/03 PLUMBERS CERTIFICATION DATED 10/30/02 CUTCHOGUE EAST PLUMBING t riz.96 Si ature Rev. 1/81 APPEALS BOARD MEMBERS FFO(,r .,J p� CO. Southold Town Hall Gerard P.Goehringer,Chairman � 53095 Main Road James Dmizio,Jr. W P.O.Box 1179 Lydia A.Tortom W- ^xr Southold,New York 11971 Lora S.Collins 4, p!� ZBA Fax(631)765-9064 George Homing ��l 41 �p Telephone(631)765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 7,2000 Appt. No.4889—RALPH AND CATHERINE CASELNOVA - -- — STREET&LOCATION: Main Road(S.R.25),Orient 1000-18-3-9.8(formerly 9.7) DATE OF PUBLIC HEARING: November 16,2000;December 7,2000 Findings of Fac[ PROPERTY FACTS: The applicants' property comprises 15.7 acres north of the Main Road in Orient. An easement over the east side of the property provides dght-of-way access to several houses to the north. A prior owner transferred development rights on 11.3 acres to Suffolk County in 1997,leaving 4.35 acres available for development. Applicant wishes to set off 80,000 sq.ft.for development purposes(f4ture dwelling)at the southeast comer of the property. BASIS OF APPFI�L: .Building Department's Notice of Disapproval, dated September 11, 2000, denying apprieants+request for aibuilding permit for a dwelling in this setoff because the proposed lot of 87,268 sq.fit'would inoude 26,100} sq. ft. of the fight-of-way and only 61,158 sq. ft.of lot area as defined in the Zoning Code. The area is zoned R-80 and 80,000 sq.ft.are required. AREA VARIANCE RELIEF REQUESTED: Applicants request approval of the proposed setoff of a lot containing less than 80,000 sq. ft. after deduction of the area covered by the right-of-way as shown on the MinorSubdfvision Map prepared by Anthony Lewandowski, L.S. submitted with this application. REASONS FOR BQARQ ACTION, DESCRIBED BELOW: On the basis of testimony presented, materials submitted and personal inspection,the Board makes the following findings: (1)When the prior owner transferred development rights to Suffolk County, he intended to reserve two buildable lots meeting the 80,000 sq. ft. requirement of the R-80 zone. However, the reservation was made without allowance for the fact that the right-of-way over the property would not count as lot am. :The Board believes it would be futile for applicants to seek to repurchase any of the development rights. Without the requested variance,they hold unusable land. (2)The Notice of Disapproval describes the right-of-way over the proposed lot as 522 feet long and 50 feet wide. Applicants'attorney submitted calculations reflecting the fact that part of the right-of-way is(ass than 50 feet wide, so that it measures 24,431 sq. ft. rather than 26,100 sq. ft Thus,the proposed lot is 62,837 sq.ft. (3)A house can be built on the proposed lot with setbacks that satisfy Code requirements without variances. Such house will be surrounded on three sides by a State-owned recharge basin and applicants' undevelopable land. The fact that the lot area is less than required in the R-80 zone will make no difference visually and will have no impact on neighbors. For these reasons, Page 2-December 7,2000 - ZBA Appl.No.4889-R.and C.Caselnwa Parcel 1000-18-3-9.8 at Orient grant of the requested variance will not produce an undesirable change in the character of the neighborhood or detriment to nearby properties. (4)There is no evidence that grant of the requested variance will have an adverse effect or impact on physical or environmental conditions. (5) Grant of the requested variance is the minimum action necessary and adequate to enable applicants to have the use of the intended buildable lot while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION/ACTION: On motion by Member Collins, seconded by Chairman Goehringer,itwas RESOLVED,to GRANT the variance,as applied for. VOTE OF THE BOARD: AYES: Members Goehringer(Cha' ),Tortora, Collins, and Homing. (Member Dinizio was absent) This Resolution was ado ERARD P.GOEHRING R,CHA N RECEIVED AND FRID BY THE SOU e-OLD TOVW CT-nK DA TE�91'40 r S.'S �t TovM c1ark, FORM NO.3 foo, �� , t D CC�C �NIC TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. SEN 1 2 2000�I�'�� V NOTICE OF DISAPPROVAL DATE; September 11.200 TO Joseph Spitaliere A/C Caselnova 54655 Main Road Southold NY 11971 Please take notice that your application dated AuW92-2000 ! For permit for minor subdivision(set off one lot 1 at Location of property Main Road Orient County Tax Map No. 1000-Section IS Block9 Lot 9.8 Subdivision Filed Map# Lot# Is returned herewith and disapproved on the following grounds proposed lot in R-80 zone does not meet minimum lot remtirements in Bulk Schedule of 80 000 square feet. Lot shown has+/-87,268 souare feet lot contains an easement+/-522 feet x 50 feet(+/-26 100 sq ft) Pursuant to definition of lot area Article I Section 100-13 which states, i OT AREA—The area of a lot taken at its oerinteter,exclusive of anyportion within a public or private street ri¢htof--wmy, I.x area calculated at+/-61-158 square feet t omed gn 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. 27868 Z Date NOVEMBER 5 , 2001 Permission is hereby granted to: ROLAND M & KAREN L GRANT PO BOX 126 PECONIC,NY 11958 for CONSTRUCTION OF AN ACCESSORY GARAGE AS APPLIED FOR at premises located at 1775 INDIAN NECK LA PECONIC County Tax Map No. 473889 Section 086 Block 0005 Lot No. 009 . 001 pursuant to application dated AUGUST 8 , 2001 and approved by the Building Inspector. Fee $ 288 . 60 i Authorized Signature ORIGINAL Rev. 2/19/98 -1`3Q --7338 Form No.6 TOWN OF SOUTHOLD ' `� BUILDING DEPARTMENT _. TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY i 17 2003 This application must he 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 phtmber 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. kO f I to 03 New Construction: Old or Pre-existing Building: (check one). Location of Property: 1115 1 ti O 1 Asti Iy EC K. LAti\(-- P E COtJIL House No. Street Hamlet Owner or Owners of Property: RCA-MQ 4 IL PtlZt=tJ �0 � Suffolk County Tax Map No 1000, Section 0'6(p Block O 00�j Lot Ocq HOZ 1 Subdivision Filed Map. _Lot: permit No. -A-100' (A Z Date of Permit. 11 !S 1 D1 Applicant: K APUJ� k- , &Qr\,C Health Dept. Approval: Underwriters Approval: Planning Board Approvals / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ 3/ Applicant Signature g0fF0(�-c`� H Town Hall, 53095 Main Road %A-. • Fax(631) 765-1823 P.O. Bax 1179 A `, Telephone(631)765-1801 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 0C TO@,(--(Z a0—' Building Permit No. Owner: _RO U"WO 5 IUaR�1� CzRAt�1T (please print) Plumber: C—PST P L0W\R \Q& T (please print) I certify that the solder used in the water supply system contains less than 2/10 of l% lead. i l r (Plumbers Signature) -- -- -- Swom to before me-this 5 dayofO , 200,1, HELENE D.HORNE Nobw public 86te 64of NM York No.Notary Pub c aue�HiedlnsuHolkCou It t,m� 'c�#c�j� D cPrJ@PrJ�LPLrL3L3Pd J00000MMOMM 1�rJ@Pr1W RPLPL L3rL3 J�r3PL rL3rj- r111rJ�rJ��PrJ�r!rJ� 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 rCj 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT S 5 Upon the application of upon premises owned by 5 5 POLLARI ELECTRIC INC. ROLAND GRANT �5 484 SUNRISE HIGHWAY 1725 INDIAN NECK RD W. BABYLON, NY 11704, PECONIC, NY 11958 Located at 1725 INDIAN NECK RD PECONIC, NY 11958 5 5 Application Number: 1162541 Certificate Number: 1162541 e5 5 Section: Block: Lot: Building Permit: BDC: NS11 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 First Floor, Detached Garage. Outside, 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 rj found to be in compliance therewith on the 4th Day of September, 2003. 5 5 Name OTY Rate Ratios Circuit Type 5 5 Appliances and Accessories 5 5 Exhaust Fan 1 0 F.H.P. 5 5 Electric Heater Unit 2 0 1.2 KW eT 5 Wiring and Devices 5 5 Receptacle 10 0 General Purpose 5 5 Switch 14 0 General Purpose 5 5 Fixture 7 0 Incandescent 5 5 Fixture 9 0 Fluorescent 5 Receptacle 4 0 20 amp Appliance 5 Receptacle 1 0 GFCI 5 5 5 5 seal 5 I of I 5 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. a rJrJrJcPrJrJr�rJrJrJ� �rsr�sr��rJ�rJ�rJ@P�P�PrJ�rPrJ@PrJ�rJrJrJrJ�rJ�rJ�rJrJ�cPrJ�rJ@PrJrJr>�rJ�rJ�rJ�rJ@PrJ�rJ�rJ�rJrJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ� O5 D rrJrJP_ ��rrnrrrJcrrJ�� n ���lrnrL�PLn� J� P �r � r �J �n �r�rJ�Icn�lrJrJ�rJ��lrJ�r1rJ�cncPrJ�r1� o f5� BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 rCj 40 FULTON STREET — NEW YORK, NY 10038 rej CERTIFIES THAT Upon the application of upon premises owned by 5 5 5 POLLARI ELECTRIC INC. ROLAND GRANT 5 484 SUNRISE HIGHWAY 1775 INDIAN NECK RD. CHCCS W. BABYLON, NY 11704, PECON IC, NY 11958 7C Located at 1775 INDIAN NECK RD. PECONIC, NY 11958 Application Number: 1162839 Certificate Number: 1162839+ 5c7 Section: Block: Lot: Building Permit: BDC: NS11 f�+ Described as a Residential occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 5 Outside, 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 rj found to be in compliance therewith on the 4th Day of September, 2003. 5 5 Name QTY Rite Rating Circuit Type C5J Service 5 rj 1 Phase 3W Service Rating 300 Amperes �5 5 Service Disconnect: 1 200 cb 5 5 Semce Disconnect: 1 100 eb 5 5 Meters: I 5 5 5 5 5 5 5 5 5 5 seat 5 5 of 1 5 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. S orJ�rPrJ�rJ�rJ�rJ�r1rJrJ�rJ�rJ�rJ :fPcPrJMEJ�r�rJrJl.VPrJ�rJr�r1�PrJ�rJ�rJ@P�PcfrPrJ�rJ�rJ�r�rJ�rJ�rJ�cPrJ�rJ�r�rJ91:1frJ�rJ�rJ�r�rJPTcPrJffl 50 TOWN OF SOUTHOLD PROPERTY RECORD CARD /J i,P IER STREET' / 775 VILLAGE DIST. SUB. LOT S! ryj M 4 Ka nLr)ra MT 4..,. e c r / S /�✓o�s BAER OWNER N R. ,Y,*'.!/ ems✓ } p c &,AY , C�rd_ans 1AC- S W TYPE OF BUILDING Ck P 7FA S a' Zia SEAS. VL. FARM COMM. CB. MISC. Mkt. Value ND IMP. TOTAL DATE REMARKS 7 i INRI AC . ' 0 Co00 /�9L SA Le sSace. � • C?tox/'- ,'o r�cercd4y,- D 9 0 os iiL� !,7 z. a P..z�� l�e�c..rc L�ayCrQet/eHs-o SE �TrerewF f !J, e n dGy/ KaN/� d9 GAc G ./NoR Paste•�oN a-- 7 S L 1113 - ?cc d 64rd-en3 Ile -�o Gr, -t #� %3E v0 �D 1! Taa -3 a3 8P 3 AD co,si AGE BUILDING CONDITION NORMAL BELOW ABOVE m Acre Value Per Value Acre le 2 le 3 land pland FRONTAGE ON WATER land FRONTAGE ON ROAD Plot JDEPTH w . 2 SD BULKHEAD COLOR RI ;1 9. 32 k 1-- 5L8 Foundation Both 3 Dinette i ion T nsement Floors K. ision Ext. Walls Interior Finish LR. ision Fire Place CS Heat DR. Type Roof Rooms 1st Floor BR. Recreation Roo Rooms 2nd Floor Dormer !zeway Driveway e--t- zz x 2,4 -z sZ 2 P-j 0 Mon- Lioqkcl Its aL Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release I Data filename:\\Craig\shared\Energy Code Calculations\GRANT.cck TITLE:GRANT RESIDENCE COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE:Non-Electric DATE: 10/24/02 DATE OF PLANS: 10-01-01 PROJECT INFORMATION: GRANT RESIDENCE PROPOSED GARAGE INDIAN NECK LANE PECONIC,NY. 11958 COMPANY INFORMATION: EAST END DRAFTING&DESIGN 5130 MAIN BAYVIEW RD. SOUTHOLD,NY. 11971 NOTES: ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR EQUAL COMPLIANCE: Passes Maximum UA=40 Your Home=40 0.0%Better Tban Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 52 60.0 0.0 1 Wall 1: Wood Frame, 16"o.c. 179 19.0 0.0 8 Window is Wood Frame, Double Pane with Low-E 7 0.350 2 Door 1:Solid 36 0.400 14 Floor 1: Unheated Slab-On-Grade,2.0' insul. 19 10.0 15 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belie!:and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer �'1jJ¢t 1 Gu ;Y a a. Date ��tusFe aster G 1✓�A. MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE: 10/24/02 TITLE: GRANT RESIDENCE Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss, 8-60.0 cavity insulation Comments: _ I I Above-Grade Walls: ( 1 I 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Windows: [ ] ( 1. Window 1: Wood Frame,Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes__Frame Type __Thermal Break?[ ] Yes[ ]No Comments: I Doors: [ ] I 1. Door 1: Solid,1-1-factor:0.400 Comments: I Floors: [ ] I I. Floor l:Unheated Slab-On-Grade,2.0'insulation depth, R-10.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 2.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 2.0 ft. Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. I Air Leakage: ( 1 I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ( ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals fcr all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: I 1 I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return duds in unconditioned attics or outside the building must be insulated to R4. [ ] ] Supply duets in unconditioned spaces must be insulated to R-8. [ ) Return duds in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return duds in basements. I Duct Construction: [ ] I All joints,seams,and corrections must be securely fastened with welds,gaskets,mastics I (adhesives),mastic-phis-embedded-fabric,or tapes. Dud tape is no permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] I Duds shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ 1 I Cooling duds with exterior insulation must be covered with a vapor retarder. [ ) I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I I Electric Systems: [ ) Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating: [ ] I Water beaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating het water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] f All heated swimming pools must have an cn/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105°F or chilled fluids below 55°F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches,by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and R_unout_s Temperature( F) UD t0 1„ Up to 1.25" 1.5"to 2,0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipet Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2 Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 LO LO 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 I.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) New York State of Environmental Conservation %-5Rb BUiidi% ' %T 4"4enhN-b%J�grk 11790-2356 facsimi.ie told) 444-UJ IJ GrgN [$ oy� ko ren 9'y J 0(a' -(Bwh 'Ran =( Thomas C.JoAing co - -4i ,,n , Tl Y /(Zot7 Commissioner Re: 1- Y11-13e - a ill ? /Creed,-o Gra .. F tJ re ?er f/ �nd;en 1Vack .L�ne, DearY ✓�`}rSCr) o„ �'. 5"akFl,atq J�� I Q?( -. ... Department of Environmental Conservation has determined� tliat: e rii r •- may � • .-� ( 14 *7a t..r4 rd a F- C-he 10 rwwf t /e Q` ,rAoW ,y vh f--'L. e Sc, r ✓ e �/ t� r� /' ¢��'d b.i .�aA � "% M + 4t-ev,-Secf /.��pr.'I 6, i S?Rj is Therefore, in accordance with the current Tidal Wetlands band Use Regulations (6NYCRR Part 661) no permit is required under the Tidal us.+•i s..Ae. anM Ol race Ha oAvicnA hnwovcr that nn rnnetrnn}inn _sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, yi thn„} a ncrmiM _ T+ is vnwr rasnnnsibili-tv to enmire that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation 'ai_}hire_ TiAal Wo+-In" lm iurisdictinn which may rPauit from vnur project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your nroiwct fi -e. a 151 to 201 bride construction areal or erectina_ a temporary fence, barrier, or bay bale berm. Please be further advised that this letter does not relieve you of tae responsibiiity of obtaining any necessary permits or approvais from other agencies. very r.,ruzy yours, cc: M 1410 Deputy Regional Permit Administrator (j aoM1 rn raee.Jeo wo.. Albert J. Krupski, President i.'�.SVFFD(�, Town Hall James Kind, Vice-President 53095 Route 25 Henry Smith h� Gym<y P.O. Box 1179 Artie Foster " o Southold.New York 11971-0959 C* z r. Ken Poliwoda nv :r O Telephone(.631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD .lune 26, 2001 Mr. &Mrs. Roland Grant P.O. Box 126 Peconic, NY 11948 RE: 1775 Indian Neck Lane, Peconic SCTM#86-5-9.1 Dear Mr. & Mrs. Grant: The Southold Town Board of Trustees reviewed the survey dated March 16, 1995 and last revised June 7, 2001 and determined the proposed pool,pool cabana, and the addition to the dwelling, to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code. However, any activity within 100' of the Wetland line would require permits from this office. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, 3 Albert J. Krupski, Jr. President, Board of Trustees AJK:lms 7W-1802 PP�� BUILDING DEPT. SPECTION [ FOUNDATION IST ( ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY J- REMARKS: o-) y`7C_, DATE U INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ �FbATION 2ND [ ] INSULATION [ ]�/ FRAMING ( ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: L i l DATE K >- INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY REM KS: 4 DATE ,'-///,/, 3 INSPECTOR "`� BIELD INSPECTION REPORT DATE COMMENTS U 100, HBO POU1®ATION ( 1ST)' 1MEATI-0 ROUGH FRAME 6 PLUMING S INSULATION PER N. Y.' � l STATE ENERGY CODE n r F XF FIRM - 4� s 'ADDITIONAL .&-/ 5 0 u 1 I F TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION cREcxm. BUnMING DEPARTMENT Do you Lave or need the Wowing,before applying TOWN HALL Board ofHealth SOUTHOLD,NY 11971 seta ofBmlding Plans t r/A'orc sn* TEL: 765-1802 n�Q6� �� g� PERMIT NO.�! O Check � ey Forin xYSm Trustees > d 1 r 20 / cep RoLAND, KAR£t.1 GRAN Approved / J 20 of Mail to:_P•O.BOAC l2b Disapproved a/c PEco"kC,N Y t%qS8 Phone: C(e3t) -121-1388 13mTding inspector- _ Pele/rl T �Ckam%,,c.e.2 APPLICATION FOR BUn DING PERMIT Date. �l•G:OST 3 . 20 01 INSTRUMONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedules b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. 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. Such a permit shall be kept on the premises available for inspection throughout the work e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupant is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the BuildmgDepattment for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of baffdiags,additions,or alterations or for removal or demolition as herein described.The applicant agrees to coarply with all applicable laws,ordinances,building code,housing Code,and regulations,and to admit arrthorized inspectors on pica ises and in building for necessary inspections. (Sigoataso of applricant orname,if a corporation) P.O, gOx k2-6 Pr.CON\C tiY 1 tg58 (Nestling address of applicant) State whether applicant is owner,lessee, agent, architect, engineer,general contractor, electrician,plumber or builder p\sJN (xC" QP - C17t4yL; � OCZ Name of owner of premises VNOl_Pa,.1O KAQ EN G{2�n1T (as on.the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 111-15 INO\ RN NPcY—' .ANF RECON\C House Number Street Hamlet County Tax Map No. 1000 Section �Co Block 5 ,r. ,` Lot`: Subdivision Filed Map No. r` (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ©t, E FAm�tY i)wJJ�U lty(T b. Intended use and occupancy �RRtJ ( t�►Ot.1- tTA6l1<, Nature of work(check which applicable):New Building V Addition Alteration Repair Removal Demolition Other Work (Description) Estimated Cost /5- Fee (to be paid on filing this application) If dwelling, number of dwelling units � ik Number of dwelling units on each floor %..I p� If garage, number of cars a If business, commercial or mixed occupancy, specify nature and extent of each type of use. N J N Q4ovSE , " Dimensions of existing structures,if airy: Front '11� $i_ Rear �1 $ Depth Height 33` Number of Stories a. PLUS ATTIC Dimensions of same structure with alterations or additions: Front N/R Rear Depth Height Number of Stories. Dimensions of entire new construction: Front 2Un' Rear a(a' Depth a3' " Height ��' Number of Stories ONE -t AT-"c �. Size of lot:Front--A59-Rear 213L Depth ao1l � .0. Date of Purchase Ito q5 Name of Former Owner pKCt,11C P`( G R(ZO0JS 1. Zone or use district in which premises are situated .2. Does proposed construction violate any zoning law, ordinance or regulation: til Q .3. Will lot be regraded NO Will excess fill be removed from premises: YES NO ROt."Z T YARtw1 11�715 \NO{R%1 mGM%A .4.Names of Owner of premises [�aNT Address P.O.RrOxt2le PEcot�tr Phone No. �I3�k=I3g NameofArchitect N%1aV45TUS Address CeoAQ"k3R-sT Phone No Name of Contractor CO-)W Address SFIc r As AgoJr:Phone No. 15. Is this property within 100 feet of a tidal wetland? *YES X NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED Sac R"tTP k%V V--TCEQS ©F t�1C�1 X11 RtS�tCTIOt� t 6. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any paint 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(s)he is the applicant (Name of individual signing contract)above named, .S)He is the (Contractor,Agent,Corporate Officer,etc.) >f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; hat all statements contained in this application are true to the best of his knowledge and beliet and that the work will be ierfomied in the manner set forth in the application filed therewith. )wom to before me this day of 2 A /bra-- k Notary c Signature of Applicant ELIZABETH A STATHIS NOTARY PUBLIC,State of New York No.01 ST6008173,Suffolk County Tenn Expires June 8.20,Q? BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: 112-1/01 APPLICANTNAME: IL .DATE SUBMITTED:B J�/O1 `,�a ry r SCTM# DISTRICT: 1,000 SECTION: �� BLOCK: LOT: I STREET: CITY: 1 SUBDIV.NAME: t-3 PROJECT DESCRIPTION: , C ARCHITECT/ENGINEER:crv�l3�} c FAST TRACK? SINGLE& SEPARATE CERTIFICATION-REQUIRED? NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) ZONING DISTRICT: "R-Ll a CONFORMING?=�`=5 OR' REQ.LOT SIZE: o,000 ACT. LOT SIZE: pREQ. LOT COV.Q�a;/ ACT. LOT COV. REQ.FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR PROP. REAR WATER FRONT? S DESCRIPTION: PANEL #:-I_b _Z FLOOD ZONE: , AGENCY PERMITS REQUIRED FOR REVIEW ' APPROVALS REOUIRED: SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED#): DTE:—/—/ PERMIT#:R10- NEW YORK STATE DEC: PRE-DEC 911/75 YES o ( efeg- at AI, SOUTHOLD TOWN TRUSTEES: YES or r 5—W r90L-f -r-.,a T- e TOWN ZONING BOARD APPROVAL: YES or TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE (SPLIA): YES o NYS ENERGY: YES OR NO EGRESS (18 H min.? 4 sq total) VENT(SQ. FT. x 4%) LIGHT(SQ. FT. x 8%) . BUILDING PERMITS OPEN/EXPIRED: BPC9,SWH -Z/C/0 Z HAVE PRE CO'S : Y OR N BP -Z/C/0 Z- , NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR :BOG SF SECOND FLR : 606 SF INIT OTHER TOTAL TOTAL: /a X02 SF FEE FEE FEE 'OT( a/a SF)- SF)= SF X$fP- +$ 191r4 +$ =$ 30 hs�. - SCDHS. Ref. # RI0-95-0068 s �s.30�� e/is.� �e l l d. c \�``' 98,�j.5'9" Rio - x - 0159 ° - SANITARY SYSTEMS- ZEiio sF_1z J 9, 0,35 POOL HSE. 11 000 gal. SEPTIC TANK $ 3'* _ o.2 _ _ 683' d`y, ' r • F!\ F min. 4 deep 8'0 leaching pool) _ — — �. water el sr, - N BARN (IOOOgaI. SEPTIC TANK $ nslb. oPd` f - ' , r' �'�' CROSSECTION P 1 12' deep 8'0 leaching pool) / \W �Oe q,� ; It NN _ 0 34•+1 , , , ►` \ 1 3 41 3S 5P = v � ,:a veil u/��e \ / ?!.2 o IlAt 00 s \ g pN� ��� 1 9 ,, 3 � -111iAIYOS FLAG OY A'�iEER�� H RMAN © N• 6 "/ole / baN s f EN CONSUL TANTST' . / P yy OT , 1-OP/Mrt X 7s 1999 411 Ic v ;s o Po d f ? MA Lifte j 918E INSPECTED '!'� n ���ttOl� A8IDIIPT. 00 NEALTN ��,, G • HOURS tit AOYAl . Z o � 4 V a �T�!SCMEDYLE IN ti SURVEY FOR aw�c��aNts�. / ROLAND & KAREN GRANT Kgii APAN'GM NTT Qe t2n ►•P` wA T PECK " SAY ABSTRACT INC.o s 69.24'00" "'' "? TOWN OF SOUTHOLLi � AUc. � 0 3 M MENT of NMI"3e1tY�cq 20. o o SUFFOLK COUNTY, N. Y. Laiiiii Scab.- 1"2' W. 18, 1905 l�oe�se � ►�c r`,, Z. x AM 4, (revkrone) t d o � -o�s q ('t1 April 6,1995 (re vlIi AAw0YEi1 *--•+.......,w„r. /O' May 4.1995 (reviski ftt LOT NOS ARE REFERENCED TO ' ASR sueorv/S�w FOR � STIR MAY 4, 1995 lrevlslonsJ PECOlMC BAY GARD&Iii Alli ED AM THE OFFICE OF JAN. l6, 1996 stk less $ bar J ►RE$TNREg 1►E v THE SOUTMXD TOWN CLERK. 11997E sANe Mar. ll, 1996 !foundation location) Q� EYEVAT)iDNS ARE Ii EiRENCED TO hCG.V Ds/um. l2' PALE M April 3, 1996 ( Ade; om) �o�,a 00 AREA = 2.8089 Acres to tie rhes W WA 7W Dec. 20,1996 (f aefi Q GRAN SE 3 te " ' sA/wt7 MA Y /49 1999 (sm salt e i r ✓vn,a 23,/g99<rwisioa� t i1..n ��. ,� � / am tomillar with the STANDARDS roR APYW QVAL E, c> r AND CONSTRUCTION OF..SUSSLM2FA+CE W A. ` �' ROM �� �O. 4q 610 J DISPOSAL SYSTEMS FOR SINGLE FAAdLY AtSCOXES - F� LANDS � and will abide by the conattfions set forth therok aW an No permit to construct. TIv ST# 1i,A My A i At AKX 49610 * RECCC R',C. The locations of wells and cesspools Y T� Y WIN SAID N 1'la � Y0Y• bservatlovu T r ~ shown hereon are from field o _ = T, As �1 ' Aw SOUTHOLD, M Y. m and or from data obtained from others. , 'DHS. Rei. # R.10-95-OG6c 'SP s X63 p" �� N # RIO-01-0159 ,i s .9� '\ - - 9,9 9.F e/13 e RIO - 01 - 0159 m n T SANITARY SYSTEMS 2 m0., v . E s r it"e ?-v° � gSi 'OOL HSE. 11000 gal. SEPTIC TANK & —3 Ec o.e f 6g3 59 5 a, ', ( �\ _\ iln. 4 deep 8'0 leaching pool) y w .er e \� q �n ARN (IOOOgal. SEPTIC TANK 8 min. CROSSECTIOF °' 2' deep 8'0 leaching pool) 1 b (> (, SEPTIC SYSTEM -0��c at:a 1 OLoa 1a w PNE Ala SCALE J1 rmar 0 I - i 1T� 1 os' A 3 �. ■ � 1 \ j 723 L0 t� m e= 1 3.2,!n Y PAVERS / r ✓f jsi! a 35 J % l.Z'. ° zcs o � aoo � \ O fd Zja- + I Peel hfe \ lndl @ ,�� O '/jO - °2Y.2 00 ;, °Iwo° ° 11 ' _ WETLANDS FLAG BY ROBERT E. HERRMAN v 6 001° OT �" / EN - CONSUL T4NTS, INC. i ON MAY 7, 1999 - ° G A api _- l' c STK FOR DOCK Zmho- �p4t 0 ,1,' [ _ ✓ �_ _____- el'I I C- 4,61 SURVEY FOR CERTIF/ED TO, p «' ROLAND & KAREN GRANT ROLAND KAREN GRANTT �p p" W' A T PECONIC SOUTH BAY Ac+"RACY '-�..: oo S 69e2A0 Test 3/19/9 onngp/ 4est/2/95 r/ng e` TOWN OF SOUTHOLD WASHINGTON MUTUAL BANK, F.A. Zo3 0 4 P.M. 0 2 P.M. SUFFOLK COUNTY, N. Y. TOPSOIL I, TOPSSOAM� 1000 - 86 - 05 - 9.1 2 LOAMY SAND LOAMY Scale: 1"' = 60' 6.5 y SAD 2 Mar. 16, 1995 � Z \ COARSE 8 SAND APRIL 4, 1995 (revisions J GRAVEL WITH April 6,/995 (revisions) 10, GRAVEL SAAR At May 1, 1995 (revisions) HEAVY MAY 4, i995 (revisions) NOS. ARE REFERENCED TO ' MINOR SUBDIVISION FOR 6RAVEL GR. WATER /4 P/ ./R, 1396s,'k 5se 3 barn -ON1C BAY GARDENS, INC.-FILED IN THE OFFICE OF 11.5 11.5' _ _ _ _ - SOUTHOLD TOWN CLERK. WHITE M TIONS ARE REFERENCED TO N.6 V Datum. 12, SAND SWA Mor. ll, 1996 (foundation location) PALE GRAVEL April 3, 1996 ( Additions) 5A = 2.6069 Acres t0 tie lines 16.51 ORANGE I GR. WATER Dec. 20,1996 ( MOI) SAND MAY 14, 1999 ( sTK FDR DOCK, 04 NEW y0 Jane 23,1999(revision) ��Q d 1•MEltn 'pit am familiar with the STANDARDS FOR APPROVAL JUNE 7, 2001 ( prop. oddlNons) os �m es AND CONSTRUCTION OF SUBSURFACE SEWAGE July 24, 2001 (odd/l/ons) DISPOSAL SYSTEMS FOR SINGLE FAMNOV. 4, 2002 ( Final JILY RESIDENCES �!• ��..�'-;y`� and will abide by the conditions set forth therein and on the ANY ALTERATION OR ADDITION TO TABS SURVEY 149 A VIOLATION permit to construct. OF SECTION 7209 OF THE MEW YORK STATE EDUCATION LAW, r N. LIC. NO. 49618 EXCEPT AS PER SECTION 7209-SUBO/VAWN 2. ALL CERTF7C4TIONS -e�° HEREON ARE VALO FOR THIS MAP AAV COPIES TI£REOF ONLY F PECON! P.C. SAD MAP OR COPES BEAR THE "MESSED SEAL THE SURVEYOR CD ZONE LINES FIRM 36103CO162 WHOSE SIGNATURE APPEARS HEREOAL (63/1 755 X (631) 765 - 1797 ACTUAL FIELD INFORMATION The locations o/ wells and cesspools ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM 'ALTERED BY' P. O. BOX 909 MUST BE USED BY ANY AND ALL SURVEYORS UTL/Z/NG A COPY 1230 TRAVELER STREET shown hereon ore from field observations OF ANOTHER SLOVEYOWS MAP TERMS SUCH AS 'INSPECTED' AND SOUTHOLD N.Y. 1197/ n• 4 or from data cF4c�',red from others. ,...,,T-rn_l•rre .-- --T -, r - --I.... WT,,, Tr , "... , r' OCCUPANCY OR PLUMBING Nov - 52001 USE IS UNLAWFUL SLI ATERUNO� i YYATER UNE9 NEED WITPOU 1 CERTIFICATE TESTING BEFORE covERNao al��. BLDG. DEPT. D OF OCCUPANCY APP ASN UNDERWRIEQD RED CERTIFICATE TERS BUILDING CONSTRUCTION NOTES: DA 1 U B.R 2 GENERAL: fr}3.66' t ,NOTIFY BUILDIN DEPAR 1- All conhvctlon work Jill comply with the New York Stam Building Contraction Cade and with the requirements do any governing py/ays( 765-1802 9 AM TO 4 PN FOR TNR PLUMSER CERTIFICATION departments,mwell as the requirements ofsuthor ma;having jurisdiction. FOLLOWING INSPECTIONS t, FOUNDATION - TWO REQUIRED ON LEAD CONTENT BEFORE 2. All workshall comply with the New York Stan Energy Code , FOR POURED CONCRETE ffRT1r4C,4TE OF A. It shall be the contractor's m iponubility to whom,the size,design,and We of mechanicalsy stem which will he used ion a`. ROUGH • FRAMING a FLUNBINQ sufficient dcmil as required by the Building Department - SOLDER USED IN VllATER B. Insulate all duets and piping as required by code. & INSULATION C All windows,don sills,openings,mo shall he canlka i and weather stripped. 4. FINAL . CONSTRUCTION MUST SUPPLY SYSTEM CANNOT BE COMPLETE FOR C 0. EXCEED 2110 of I% LEAD. 3. Provide one smoke dewwron each floor,including buanent. Provide smoke deteclma in all Acclaug ureas. All dememm incto ALL CONSTRUCTIONS ALL NEC} be directly wired to the clntrical system of the home. THE REQUIREMENTS OF THE N.K STATE CONSTRUCTION a ENERGY 4. Engineer is not responsible fm the supervision of construction. General Contractor at verify all dimensions and conditions before CODES. NOT RESPONSIBLE FOR contructionmmbricakin. Engineerianotreepansible foranychmgesmthoutwntmnpnarapprovel. DEMON OR CONSTRUCTION SIMON - 5. Do rat.1.drawings. --` 6. The angina shall be responsible for the eootma of these drawings only. He shall not be held reaponsible for any materials, red workmanship, means or methods ofconstractran. The engineer shall not be held rcaponiblc for the design or mmllation of If copper tubing is used , mmrials end equipment Electrical,Plumbing.Hearing,Ventilation.Air Conditioning,or my other aysmm not specifically for water distributing contained in these dowing, system; piping Shall be F17. Electric construction is to conform u the National Electric Code,New York Stam Code,and LIPA. of types K or L only Y UNDERWRITERS CERTIFICATE 8. Plumbing is to conform to the County and Local Health Department requirements,and NYS Code REQUIRED 9. All heat producing equipment shall be installed in accordance with NYS Cade and manufacturers specifications. Q O 10. All electrical and mechanical equipment is to be elevated to FEMA requirements and NYS Code as required. `rrnl�� '< II Limitation of Professional Liability N x By acceptance and ire of these palm the owner/builder I agent agrees to limit the liability of Pmt End DmMng and Design,and T 1 Li n m their draftsmen do to neglect,ass of error,such then the rami aggregate liability of East End Drafting&Design,and w Q z < there draftsmen shall not exceed the total fee for services rendered on this project. 12. All of am Boor plans and elevations are protected under federal copyright low, No plan my be reproduced or renmtrucled r n ■ without carina permission. rr VO' // l�., a 13. Owner/Contractor most verify any sit specific requirements for the construction such as Flood zone requirements,etc. l \_l Ll 14. Acceptance of these drawings does not authorize the right to build without the authonimmit of local governing agencies,such ` Q Town Building Departments,DEC,em. �/ I0 CODE COMPLIANCE. tnt—t L I Light Requirements: Habitable space except For kitchens shall have natural light equal to 8%of Floor area 2. Ventilation Requirements: A Rabtmble space except kitchens and bathrooms sball have natural venulamon equal to 4%of Boor ere.,or mechanical ventilation providing two(2)air charges per boor B Knchcn as above,or 150 CFM mechanical ventgation. C Bathrooms as above,or 25 CFM mechanical ventilation D. All faro shall exhaust directly In exterior 3. Secondary Exits(Windows) shall be 4.q..feet minimum with a minimum dimension of 18"and a maximum sill height of 42"above fmishad Boor 4 SubweRs shall u36"width minimum,T-8"clear GENERAL NOTES: Z m ® CARPENTRY. Q W O Provide doublejai,m order all petition wolf.unless otherwise noted. o A F Provide typical energy comers(d inmrlor/panition. H N Fireplace-provide support for hearth as required , m Sill plates are to he 2"x 6"treated 40 year CCA with sill sealer dd < n Providesdlsmla-bdowmmitoshald rh pm Zil.amtobe W-7-1/8"fall,mainoted. 2"x6"- I6"nexmrior walla. r•a. W `� 2"x 4"- 16"m interior wells-unless noted otherwise. FFL�-1V All wall sends arc to be N2 or better Douglas Fir L� Q All other Bearing members are to be k2 or better Douglas Fir or otherwise noted Provide solid blocking beneath all hearing points. CA AA 4 Provide structural metol connectors as required for all flush structural loading carrying conditions. �J Openings to have(2)2 x 10 headers-unless otherwise noted, LAS bolt at.11 steel pipes. 3/4"cdx su all.m. i I/2"cdx roof aheathmg (5 ply) soo�ro,r .n Provid16-e rim blacking an an cousair wall ll walls as required anProvide n m O CONCRETE. w < Strength=3,000 PSI at 28 day ASTM C-94 ready mix concrete ITT] Qc All Footinli shall be etoshallnishe grade-mist on niurbedmum,soil. VERIFY ALL DIMENSIONS � Footings shell ba 76"below finished grade�minimum, on undisturbed soil(4000 psi) All footings,foundations shall be formed AND CONDITIONS PRIOR El Provide marinating buttmms'on my wall over 20'long,2'4'below final guile TO CONSTRUCTION Dam x 8"with 3-e,5 provide P as 16"x 8"concrete footing) Damp proofing-Provide plmuc over tor. PROJECT an' 770-2001 BMW 4/: ELECTRICAL BDK CHECKED On. Keep boxes 5"minimum from alga of box to rough opening. Electric construction is to conform to the National Electric Cade,New York Sum Building Code,and LIPA. Dam. Provide one smoke detector on each floor,including basement. Provide smoke detectors to all sleeping areas. All dcu ctom ere to be directly wired to the 10-01-01 electncal system of the home Sr•.,c. PLUMBING SHEET 1p1E: Supply pipes in wall,(for miles)at Y from plywood. Plumbing is to conform to the county and local health department requirements and New York State Code. Relocate all wall sucks through roof at rest of house•and spray to match mof shingle color. ELEVATIONS SHEET NO © COPYRIGHT 2001 EAST END DRAFTING & DESIGN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 1 of 3 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. `6 3-Jf' DIA. STEEL COLUMN 1/2' II ql k" FILLET WELD STEEL PLATE WITH L (4) 12"x J" STEEL ANCHOR BOLTS WELDED AND SET INTO CONIC. WALLS. 8" PC. WALL ON BASE PLATE DETAIL 6'x CONIC. FaonNc W Li Y W U ^ Q rr�^� v1 � STEEL ANCHOR PLATE DETAIL o z w 32' O32'- 27'-1 10 7'-1�' O U B w P.C. FOUNDATION ON LINE OF FASCIA ABOVE 16 r B V 16' x B" CONIC. FOOTING i______________ ______________________________________________________j MIN. 3'-0" BELOW FINAL GRADE i 1 DROPPED68U4 FOUNDATION 3032 3032 26 8 ------ -- - - -- ------- - --- - - - -- --- --FOR - - -- - - U40 DEI - - o 51i 4•-7� 1 UNE OFF 2 RIGID INSULATION IN FLOOR I I I BATH , ^ 1 (INSULATION TO BE EXTENDED 24" HORIZONTALLY AND VERTICALLY AROUND 1 i I PERIMETER OF ROOM ) I I o FFr I3'-1• --1 4'-4)/4— 3' 234' 1 2 �•/ I I I � I 1 I 1 1 1 , S/S 1 4" PC SLAB 6x8 WWM 1 r (2L-3/4*.A�• �Ay 0 � SEE DETAIL OF STEEL I 1 1 UNEXCAVATED 9Y' DIA DTL C MN ANCHOR PLATES FOR I COMPACT SOIL IN COLUMNS 1 I s'-7x 3'-O'x 1'-5• I m (7 1 I I CONIC 'FOOTING 1 I W14y22 cTF�FI I BEAM 1 1 JYI4.22 cTEFLI BEAM _ 1 1 p W1 DROPPED EGIRDERAM —{— o— �10ROPPED GIRDER - ° E DROPPED GIRDER —� i DROPPED GIRDER i —e IJ i o 1 1 [� a+ r —— — A'" DIA. Si COLUMN — —— — — m CONIC NWALL a Oh"' DIA. CgLMN 3'-2 A 1 Q 15^ DIA. STL CpLNN N JI 1 I I GARAGE sOr. ° " ?Fo 140° 1 I Vil ��CONG FODTNG°• 1 1 I I 1.1 1 i 4" PC SLAB W/ 6x6 WWM UNE OFF 2'RIGID INSULATION IN FLOOR �I (INSULATION TO BE EXTENDED 24' J 1 1 n m I HORIZONTALLY AND VERTICALLY AROUND r I I PROPPED FOUNDATION - m I I PERIMETER OF ROOM ) 1 FOR 3068 U40 J 1 NOTE: I - - U40 VERIFY ALL DIMENSIONS L- -- - - ---------- ------ --- J — I BOx DOWN AND CONDITIONS PRIOR I I I— - I a iFALSE BM. 7� TO CONSTRUCTION 1 I I 1 m 9'-0" x B'-O' GARAGE DOOR 9'-O" x B'-0" GARAGE DOOR I ------------------------ `- --- - - - - -- - - ----- - ---_—_—_—_—_- -_—_---_- --- � 1 s--------------------- rnmccrNa -- - - - - -- - -- �- - - - - -- ---- - �------ I (2) I x 1136" LVL HDR. (2) 13'a x 11W LVL HDR. (2) 14, x 91¢ 770-2001 -- -- - - -- -- -- - --- -- - - -- - -- - -- -- - --- - LVL HDR. mAwN °r: DROPPED FOUNDATION FOR DROPPED FOUNDATION FOR 1 t 9'-0" x 8'-0" GARAGE DOOR 9'-0" x 8'-0" GARAGE DOOR L___ __________________________________ _________________ 6x6 POST BOXED OUT BDK 1'-0' DIA. x 2'-0' ON 1' O" DIA. x 2' 0' (>1150 n W.. L-0/4--j CONCRETE PIER CONCRETE PIER ON ON 2'-O"x 2'-O"x 1'-0" 2'-O"x 2' 0'x 1' 0' DAZE: CONCRETE FOOTING MINIMUM (VERIFY POST WITH OWNER) 8" P.C. FOUNDATION ON OF 36" BELOW FINAL GRADE UNE OF FASCIA ABOVE CONCRETE FOOTING MINIMUM 10-01-01 OF 36 BELOW FINAL GRADE(BEAR ON UNDISTURBED SOIL 16" x B" CONIC. FOOTING (BEAR ON UNDISTURBED SOIL B MIN. 3'-0" BELOW FINAL B INSURE SOIL BEARING CAPACITY) swE 1�4" — 1 —O GRADE INSURE SOIL BEARING CAPACITY) 6NF£1 1111.E 1 11 -e 1 shy FOUNDATION -6 -9%'-9%' PLAN / T'-B '-a• 7•-8" "-4 GARAGE 32 32FLOOR PLAN FOUNDATION PLAN GARAGE FLOOR PLAN °HE£f N0: © COPYRIGHT 2001 EAST END DRAFTING & DESIGN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 2 of 3 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. I �d rt N<C4 10 d 32' 0�4" 5'-113/2 '_07Y4" 2x8-16" oc CEILING JOISTS RAFTERS AND FLOOR B EAFTEAND FLOOR U JOISTS ON EACH SIDE EACH SIDEOF SKriITES TO BE ES TO BEDOUBLED. BLED. ANDERSEN RV2846 ROOF ANDERSEN RV2846 ROOF z WINDOW OR EQUAL WINDOW OR EQUAL r (PROVIDE AUXILIARY (PROVIDE `.J DE AUXILIARY W WATER DEFLECTOR) WATER DEFLECTOR) $' COX SUB FLOOR Q O �+ 200-16 oc. FLOOR SYSTEM � Q Ld o Z I (wrnNc>i m N I O 1 I ' o U O z O x LL 4 —7'-2' U o A < °' LLJ M • " : " 7-1 ®a UNHEATED STORAGE 'I " N `J " P o a CROSS SECTION A U zM s T0 z Tm _ " ff N s � N A ' R 5�, 51f2 7,_5" 3•_2 Z� ,tea' RIDGE VENT /� m �j 2x10-RIDGE BEAM -- �' 12 1 2x8-16" oc RAFTERS 6 c ^ _ 2x4-16" oc Q o $ HANGERS 25 YR FIBERGLASS ACHITECTUAL ROOF SYSTEM V � ,o � 15# FELT 2x4 / 2x6 yy COX ROOF SHEATHING ONG BACK 4F---il w o ANDERSEN RV2846 ROOF ANDERSEN RV2846 ROOF 2x8-16" oc CEILING JOISTS WINDOW OR EQUAL WINDOW OR EQUAL 17-4 A a (PROVIDE AUXILIARY (PROVIDE AUXILIARY 2x6-16" oc RAFTERS (1f�i-1 f WATER DEFLECTOR) WATER DEFLECTOR) ANDERSEN RV2846 ROOF WINDOW UNHEATED STORAGE I—I RAFTERS AND FLOOR RAFTERS AND FLOOR JOISTS ON EACH SIDE JOISTS ON EACH SIDE OR EQUAL (PROVIDE AUXILIARY OF SKYUBLELITES TO BE OF SKYLITE6 TO BE WATER DEFLECTOR) DOUBLED. DOUBLED. B 1/2" COX SHEATHING 43.44 15" FELT 12 " COX SUB FLOOR 25 YR FIBERGLASS ACHITECTUAL ROOF SYSTEM ^' 2z6 RAFTER PLATE 2x10 SOLID BLOCKING 91 iq. I 2x10-16 ac. FLOOR SYSTEM VERIFY ALL DIMENSIONS 6" FASCIA / W14x22 STEEL I BEAM AND CONDITIONS PRIOR 32 DROPPED GIRDER TO CONSTRUCTION 2816" VENTED SOFFIT (SEE DETAIL GARAGE HURRICANE CLIPS PMEM No- DOUBLE 2x6 PLATE 2x4 PLATE 770-2001 2x6-16" oc WALL STUDS 15" FELT N 3)c- DIA. STL. COLUMN SECOND FLOOR PLAN VINYL SIDING (MATCH EXISTING) ON BDK 1/2" COX SHEATHING 3'-0"x 3'-0"x V-6" CONC. FOOTING 2x6 PLATE a1c. 2.6 CCA SILL 6" PC. SLAB W/ 6x6 WWM. 10-01-01 GRADE ' 8" PC. FOUNDATION ------------------------------- ------------------________________________ 3 1/4" - 1•-0" K N SMEEf 1RIE 1/2"z12" ANCHOR BOLTS MAX. 8'-0" oc 2x4 KEY WAY 16"x B" CONCRETE FOOTING LINE OFF 2"RIGID INSULATION IN FLOOR SECOND 3'-0" BELOW FINAL GRADE. (TYP.) (INSULATION TO BE EXTENDED 24" HORIZONTALLY AND VERTICALLY AROUND FLOOR / PERIMETER OF ROOM ) CROSS SECTIONS SNFEf © COPYRIGHT 2001 EAST END DRAFTING & DESIGN NO: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 3 of 3 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. d ' MATFRIALS LIST DESIGN 701 51R' CONCRETE WORK: CF- cuoi_ feet Footings_, en tire garage . . . . . . . . 73.73 _-F At Lally co Lunn and posts . . 33.75 CF - } Foundation walls . . . . . . 1',3.48 _'F - iIXB RtGeE Floor slabs; !4" thick) . . . . . . 179,00 2F " %Co - ICo n t- • Summery, The total amount poured concrete required : i1 1C-:` concrete work is . . . . 16.43 Cubic '!arils. r1L TCiGV4TE ng NA+Y,•EQ=+ �\ � Ir NE HIP 7 ,12 ✓ / �T Lb?MdJ. R'.l5op iUoweldedewtlreed�.eshLre tofnrctngear 8gar.Cs!ah.= oJn -SS Thermal insulation; Batt type insulation. _ei_ :^- 12= n ,r. 5"' /j°µ f Batt. type insulation � walls R-:9. . . . . . l4' ?F V21 �x Co '-1746 F1vT SOLIC _1 U - - _—_ ROOFING: 240 lb. of self sealing aspn. sninyles -52 Sr 15 It. saturated felt underlayment. . . . 2%Co -Ino .L, e,1 • I rWAT /° 0 _. �^ SIDING: The total amount of sidetng required. _4n- _ ',AORMER '� ' PLASTFF:BOARDS I First floor walls 6.1 sq. c •. 5. :•,4 • i�s�i ` / 2Klo •IG,�O ore:; Second INSOLgTnYI 112 II Hg --_ i- �-• ' rpy -'r-�= First floor ceil. - 580flousq. fwalls Second `loortcoil . 1=�5 4 'ter � L DP!i4:) d ALL - I, < `� �- }- I Lj "-' + STAIRS: flight main stairs Ide Loscd rt e'a r^, a^A 17 r ;,• , L, . 4'rrLI ED N Fa- W \EXT, WAILS CEILI LIQ I HLQ'ONED A EA, __ - FRAM I;Jc LUMBEP. LIS',": L- Z&i baii r 4. CC_ 2-1 V Ub S(111+'(;r, / IL1Dk:LTL-S 61244 _. l LOCATION SI_E PIECC6 ^__ a W4LL 6HAAE OF X-C C5 /.: _ � 5111 2x4 50/1 ' 9H :• m, 05^ /•.Z 610 5y/ r U MLow pR T �jzy MLTAG .. 'LTGR N•E:.;(_--.... Girder BXIO 1!23 ' 23 153 7' > Ps _ 1 Floor joists 2x8 39/12 ' 46,1 6_'2 AT. LNTETa'%C6''7QN .. Bridging 1x3 - 52 13 1'-OnF ,q TX7ftMC:S _ ceiling joists 2x6 20/24' 480 447 P,�x 10 6-iW'e.,. L -_.-DE,'pf.r71VE "' I I .__ ' Pasts exterior 6x6 :�I G t --- ---- - • — . -�_^.�. --.-r_-_ _ _ P°ets interior 6x10 ?/T-2^ _ Header over gar. door 6x10 1/18 ' 18 e ) ao~Q 1, + \ I' I Header at ent. 4x8 1/5' , 1/4' 9 bl '3y2 `f LAJ -- (1 ILS -rte--- _� - 1 Studs ext. walls 2x6 156/9' 1248 1.'4Ei i2$F CoLu NS V oj4 144 L Qr Q I' Studs int. walls 2x4 7L/8 ' SK8 ]46 �"� Studs gable ends 2x6 10/8 ' 80 40 11 I �)e Co -1�+ 0.0 ' _ �•���/ �/ __- I Places top and bottom 2x6 74/5 ' 5i2 592 Plates top and bottom 2x4 26/8' 204 08 c. (TILT 00. Misc. blocking 2x6 12/B' 1U0 ° .� 17P n� - - CIJ n t'm a ,I/2�J,UiAV P�-o °•L- • -- �- V� - Cameo' '' Misc. blacking 2x4 42/1 68 45 42! 1VING Tc? V Rafters 2x6 14 SBtl 5tl8 r n d° LOpic . Fl OO2 � 4 • s:ev. Ridge board 2x8 1/26' 26 35 LLo J - � _1_,_.-• ._— j /MTCM HOUS�� \ pL Cross ties 2X4 20/9' 180 234 Y v 6 'lpo % -o°>< IICo• - 8 PO'jC • �Ol1G • Hangers P roof + [Sat 2x6 10/4' •4/6' 72 72 LOGTION DESCRIPTION ACTUAL + LOX x shr.s a: - . cOr.1c. FoorING � I � 5/B" plywood 606 bed 21 m -n : ^ � FNS ' }+1 ,� L- FC,O'6T URF3 SLdewalls 5/8• plywood 1465 1611 50 nisi 2 (O ICO %13 %OhIG, �..+1 1 � -�•-�- _._. .I.� .Y� i __, __�.J_Aoo[ 1/2• Plywood 752 027 26 w _• "' porch cell. 3/6' plywood 12 13 foorwc GIe � SS ScCTIUN - _CONT ELEV4T/ON • ROLAND L /fA/REN GRANT o - pp/i IE D' RAxi sc awEi..�.. �_ I ... _ _ i� •- 1�--T Seceeeco� . - • ', UUG.X CAV AT E•D a" cc1.G • F{oo� I �=.� -- ` 3{ - _ _. ._ T l9 L'4ye FoAft a' 4.. d'-c:, I / T Ar_n J,�- -r 0 u pli Wb.Li q calLlrlc a N m m +�-1 r To % ' F. C . GO c8 IW. e -- _ _ = �ueTm - r W IWAMCATION a x _ _- - DCONTENTBEFO4 4 I I 4,' ALT Ff : s7 1_ RTWICii Of OCCUPAPJ J h�4!' I n HATCA6 o _0 SOLDER USED/N WATERCI S J lit, � M UPPLY SYSTEM CANNOT I fit - tG'EtU2✓10of1% LEAD f y rs e'-o'_ lit e'o" a'•� LEP1 SIDE EGG-V� TlON /R/GH^ ,:D_E ECEVA'lOh' • _ �� �� c_. .t�� fJOl1,N,1L7,A.T'r'a „ � A R ASN6TfU ("pxlO �7C10 GlQ'ER� 1 ' ae a ;c. ,o �•VJ DATE: 3 9 B.P.# jzL t e V FEE: "J BY, _ '` ` —L2.:0_._ 5'•@.' fy'•I :c„ AspkAtT 3MtnLGLE. j. NOTIFY BUILDING DEP AR MEN AT -_-- - •h' T. ' w l'.ti' � - 765-1802 9 AM TO 4 PM FOR HE UNDERWRITERS CERTIFICATE - � T �- ^— z q'e. �• M• e' - , _ FOLLOWING INSPECTIONS:----- '-- "' --- -' i REQUIRED _ FOUNDATION - TWO REOUI ED I n-7 FOR POURED CONCRETEJX10. ' QC UPANCY OR T - - - - 2. ROUGH - FRAMING & PLUM ING ,.I, ♦ `n _____ INSULATION 1�0 C - ` '- h _ m '' V " __ : __ - : _ . _ 4. FINAL - CONSTRUCTION M ST IS UINLAV'YF _ '-- - _ BE COMPLETE FOR C•O. - H �jTOt AGC. UL—.. T �cJnfAra /_. :. G bi \U �� iA (IL `VItJ HOUT CERTIFICATE __ — f ALL CONSTRUCTION SHALL MEET u FLO:'+f:-. (fl _ D .r 9 n v _ OPLN ,UREA m --'- - - THE REQUIREMENTS OF THE 4 caJ G• V - 3° fIT,:Y DD K h 4. b' V. _' __,r STATE CONSTRUCTION III ENE G -- r�\ : �- F OCCUPANCY s�W4E �`,. 5oj t 61DEOSIGIJ ORI�WIVFUS.T;ON ERR RS b°x 7 o aJE.CHEA7 Doo¢5 pQ - -+I - - -- - _-_---_ _--__ . o/.n,f[.� c ;.""1 � � ,�• - - _ ED J eo AIR, ('oa yam- EA1C' ELE1/ T10— i U/1!1 nlV[li _ . _�� - m _ SL4NT HA_L5 ,iE? IR y r ^ ' laXro " 6Xro ___ PXG� �65U - . ,- OST 'STY C. I - S -t 1 L�Q-- �-.. � ?�J Q • �� r DESIGN NO. SHEET NO. _ _-. r __.• ...tG }i w I 1 9 Yly' : fCOG/C t7LAN- •� ,�°� -o • uLE � n.•. .r. I MATERIALS LIST DES-GN NO: 5157 CONCR'E'TE WORK: CF= cubic feet oFaN Footings, entire garage . . . . . . . . 73.73 IF i �o At lally column and costs 33.75 IF a�oo Foundation walls . 163.48 CF fizz 2xP� ¢IQG@ Floor slabs ; 14" thick; . . . . . . 179.00 IF C;,o .��ZX Co ' ICo oG • Summery, The total amount ooured concrete required tar ail <F>w l2 ZaF 7rxSZ concrete work is . . . . 16.48 Cubic Yards. ow- a A. tC -- A4,7E,CN4iE _ Ip1E GF Anchor bolts, �" did. x 1"' long spaced 3' '].C. 3 of ?tares z ?X4 e•8 I =XV He Ge¢ — e LL . HIS ? F �IIam �e4s required = 11 �_0< IC�'o•L ! 3 Z„ n G. `T2Go - _- -- #316-oil) welded wire mesh reinforcing ar gar. slab.= a )o SF o-, Thermal insulation; Batt type insulation � ceil. R-3'_= o0d S, za- Batt. type insulation '24 walls R-19. . . . . . 1a6-- SF wu Axa FLor soLlo _I i ROOFING: 240 16. of set' sealing asph. shingles . . . 75' SF 3�, / zw ?2) Y.l2, i+ < N 15 lb. saturated felt =derlayment. . . . . 2 rolls WJWa ' CGNTIMUOIl" 'ELO•:V>`,ii c _ -___ SIDING: The total amount of side ing required. 1405 SE l,,, F —' - _ -t. F-?STERBOA.RDS: First floor walls = 621 s t _ 9. ft. 5/9" Fire rode o0 aom Second floor walls = 1620 sq. ft. lit" Shee[rock armz -- - " - - - - First floor ceil. = 580 sq. ft. Second floor cell. = 580 SF z1a d FOU- THICK INSULL%Ticv1 4 ,• I r k __r_ - dT ALL _ 1 ST3IR5: flight main stairs 14 closed risers and 13 treads. a U. L+�'Pt.IED N Pi UyJ --%T. WwiS �' CEILING I 11L�TCNEU L� E;d } - - / FRAMING LUMBEP. LIST: `amm YA1CG 2:41.6D I• V fes`- IZ-LQ VN.UE 4 LOCATION SILL PIECES LIN. F 8_.N r LJf�y lr I.IDIGATES SIZE j � ' 98 tis A WALL 153 'SHAj>< 4F •FTE kS "" Sill 2x4 50/I., oa�S ` ^ / Girder 8x10 1. 23 ' 3 /T StDe5 JneLF r xAALTAC- Floor joists 2x8 39/12 ' 465 622 y 2%G -$lt(G .AT_ W7"5Ct ,QN ' - Bridging 1x3 - 52 13 JW�� - _ ---- ��ftCl•Ir -(?.g t'+,-,�j.�e •s4 �/ � Ceiling joists 2x6 20/24 ' 480 480 Posts exterior 6x6 1/8 ' B 24 zw ''11:- KC. bxto GITLPFor, - -- — --- ------ - -- -- zio> Pasts interior 6x10 2/7 ' -2" 14 71 o — Y Header over gar. door 6x10 1/19' 18 89 a �r l tE(•nrWTiVE ,• � �' Header at ent. 4x8 1/5' , l/4' 9 24 zaw /JJ 1�2`Y LpL(,y \"�,P ..IBJ_ / - Studs ext. walls 2x6 156/8 ' 1248 17.48 zg�a GdUM NS'� - tt2:tA ;j L Studs int. walls 2x4 71/8' 568 346 r \ i � `� ;` /� Studs gable ends 2x6 10/8 ' 80 80 4�,-0 �1xw _I� p,G„ `\�'- �� Places top and bottom 2x6 74/8' 592 592 ¢ of -AG Dc+`�'Z� __ Plates tap and bottom 2x4 26/8' 204 68 onza (TILT oa D `+a' T _ — < 1 \\' Coxro� t Misc. blocking 2x4 8/88 168 45 d eo m }}, o yy"Y'r ltn p- .> � '- IDINO T� / - , sT' Rafters 2x6 42/14 586 -585 0 o,c • m 1_ d° GOND pl oo2r -_� Q.' S?eP� Ridge board 2x8 1/26' 26 35 c /./.pTCH koUS�" _ w' Cross ties 2x4 20/9' 150 239 ao_z Hangers p roof + flat 2x6 10/4' ,4/8' 72 72 tomo 6 „ g 3� x -fl l -tn g' PAVC• c'oF'G • I LOCATION DESCRIPTION ACTUAL + 66 # shts GEJUG. FcnrING ✓ •' Subfloor 5/8" plywood 606 666 21 ?,.,oz `f1 _ FI`ID / t — iI -� Sidewalk 5/5• plywood 1465 1611 50 «ao Y —.I._F T ,-�.Jltoof 1/2• plywood 752 827 26 m w u I(OXS GONG. Ext. porch cell. 3/6" plywood 12 13 1L oo�a ire o s s S E C TI OA - f�oN T E E vAT,IoN A Rc L AI' Q 4 tco /1e E N_GR,A/�t 7- - m _ _ #� W —"� APPLIED £AKa //` SCLO JVCfI rco r -- UI•IE X CGYAT ED < APPLIED z r'9 i x` ` - lel o / 3'0 81 4" o� -to 1�- - .- - _- !� _ � ta�nrG TD M r�C _ _ l t� �.. F?P�3� LLo �b - W.G. 1-4 } - _ ._ f - - - -'- - tr- _ /7CFI $ d y -9 til I • a = - - } - -- lL C D a'e' F, c 60 -LSV, Lw. No I14t - w i Gip.-uM aewre.0 llki II ARtA I I I I �Ci� I r _ �° , ae ) m �� i 41 LEFT 5/DE ECG-VST/ON ' Ft/GNr _S;DE ELEVATION �xIo s ,.P4 N — k -- -- " - � � o (1 -0' 6xlo a C T*' S. 5.0„ �e.�� 'r�., � ,4vpHau7 5ttm.1GLE5 I_ m 3h 1. aL. sao lo d•.z' - - - -- - --- '- G ti �� ' W• r3TOCzAGk' q _ ^ - - 4" eopL4." 'OIL :31' PITCM TO 9oOR- N t° •'� 0 _ __ « m __ SL4NTEP Iry A.CS ^gaEo ^R 6"9 red �?x 7 oJC2HEAp poo¢ 4_ - �� 1 F — — — — —µ L UM3/niG _ D/AG/iA O • ve- - Ho scntc 5.• g 5 +' EAR LEV TIO sy� 6' 6 Cie T'b� z .1 _In\ y DESIGN NO. SHEET NO. 5/87 1 1 - -1 [Lo LAN o va 2940 4 O T11� 9 a.Jt1V I , f4r� � g BUILDING CONSTRUCTION NOTES; > ! y o- �k s,l GENERAL: " I. All construction work shall empty with the New York Sine Building Constructed=Code and with themgpirnnmp da urY governing depertmenp,as well as the requirements of authorificg Wvingiurindiction n, 2: /ill work shall comely with the New York Stine Enmgy Code. A. Ransil he(be contrumra responsibility to submit the sire,design,end type of meclunred systems which will be used in sufficient detail an required by the Building Department. S. insulate all ducts and piping an required by code C. All windows,it ..sills,openings,One.shot]be caulked and weather stripped. 'i 3. Provide one smake detenmr on each floor,including basement. Provide Lake delexmrs in all d"jaing spun. All demctma are to be directly wired to the electrical system of the home. - �.'.f 4 Engineer in not responsible for the supervision o£construction. General Contractor most verify all dimension,and conditions before consternation or fabrieahon. Engineer in not responsible for any changes without written prior approved. 5. Do not scale drawings. 6. The engineer shall be responsible fo the content of these drawings only. He shall aur be held responsible for any materials, V workmanship• unumatnnemodsofconslruetion. The engineer shall not beheld responsible for the design or herallthdon of mamrids endegwpmrnt Uemcal,Plumbing,Homing,Vennlanon,Aa Condifioning,or any other system not specifically ennmmed m(bene duvnngs. 7. Elmore construction Is to conform to the National Electric Code,New York State Code,and LIPA. ..i N. Plumbum,is to conform to the County and Local Health Dcpertment mgmrenneuss, it NYS Cade 9. Al l heat producing equipment shall he Installed in accordance with NYS Code and mnnuftiurem specificca tons Z 10. All eleetncei and mechanical equipment is n be elea ted to FEMA requirements and NYS Code as required. osau�� < re r��"7 l/ rL� Lundauun ofPmfewmnnl Liability W fly acceptance and use of these plans be owner/budder r agent agues m limn the liability of East End Dmfling and Design,and m their dmflemen due to neglect acts of error,such that the total aggregate liability of East End Mutual&Design,and W EE p there deatlarnen shall not exceed the mol tee for services rendered on tits pro)ecr. W W 12 All of au Boor plans and elevations en:protected under federal copyright Ina. No plan maybe reproduced or rcconsWcted w mC/') B without written petissmn. O ¢ 11 IJ Ownrl Contractor must verify any silo specific rcgniremcnts for construction such as ilnml none requirements,etc. r, U ❑ 14 Acceptance or these drawings does not muhonre the right in build without the authoniation of local gov+nmg agenucs,such O O Town Budding Depmtmems,DEC,ac. /�/ Jit r 1 CODE COMPLIANCE LL Li I Lmghr Requirements' Bailable space except far kuchens shall hove nnmml fight equal m ri°.o of Ileac arca. ` 2. Vemdmion Requirements r r, A Habitude same except kitchens snit bathrooms shall have natural ventilation equal In 4%of floor area,or V mechanical ventilation Providing two(2)air changes per hour R Krehero to above,or 150 CFM nsechamud venobmon ( IJatbmnms es above,ar 25 CFM mach moil vunulvtmn 11 All dims shall cshame directly to cxtcnar 3 Secondary L'AIIN(Windows) shall h.4 square I'ea nummum with a minimum dimanasrn of 18"and a maxmmm all height of 42'above finubcd it aur C StaurweiN shall be 36"width nummum,'_'-K"clear GENERAL NOTES: Z = ® CARPENTRY P W O I'mmdc double joists under all pamuon walls unless mherwix wind, o w F Provide typical energy amen W manor aartit as H b N Rreplacc-pinwale support for lucarth vs rtgwrcA Sall plates me to he 2" x K'tread 40 year( CA with ,It scalerProv Wanda sill sealer--clow termite ahold .. B 2"x 4"rc m he W-7-terror all.or reacted x6"- 16"tic exterior walk '1F7�1 ie ur 2"v 4"- 16"oc interior walls-unkas nosed otherwise i All wall starts are to be 02 or better Douglas Fir Y All other Gaming members are to be ll:or hinter Douglas ftr or otherwise noted E...1 "I co Pmvu le solid mocking bcncam all bo rung pined, K V] A ¢ Provide stmvwrnl metal correctors as required for all(lush structural lauding carrying conditionsfs—jy < Opening.to hate(2)2 r Ifs headers-unless otherwise nand rT, ^ r� Lag bell at all s cel pipes V4"cdx subdoor 1'2"e1 mot sheathing [5 ply) °Ow 7/I G'usb Canner will sheadung m Trott mic lire blocking on all walls as required Mn ro ti ¢ CONCRETE StrAll buntings, =s,1mo PSI at 29 Jay ASTM t 94 dilaeady be secrete. All footings,1'oundalmm,arc shall rest an undiswrbed .it NOTE, a fooli footings shall he 36"below mshed grade minimum an undrturbed sml(4000 psi) VERIFY ALL DIMENSIONS FM P:� El All Inohngs,formations shall he armed, AND CONDITIONS PRIOR o Provide ornmeemg burre.,W un any wall over 2tl'lung,Y-0"below sinal grade TO CONSTRUCTION j 2'_n"x ri with 3- un 16"x R"comrcu Ibmmg) Dion,pooling-provide plvsuc over tar PROJECT N0. 770-2001 DRAWN 9Y: ELEC'TRIC'AL BDK CHECKED Hr: Keep hoses 5"momma.from edge of be,to rough opemng Electric construction is to cu form to the Nuuonal Electric Code,New N irk Shite Building Code,and LIPA DOM. Provide one amoke derecu r ria each floor,Including hasemem. Provide smoke derecron in all sleeping areas .All detectors are to be directly wired to the cie,viud syuem of(ire hunt. 10-01-01 scstc 1/4" — 1,_0" PLUMBING SHEET RE Supply pipes an walls(for ntkto at V Gehl plywood Plumbing is to conform to the county and local health department mgmremenu and New York State Code Itememe v11 wall stacks through roofat rear of house,and spray to match roof shingle color. • ELEVATIONS © COPYRIGHT 2001 EAST END !IRA0714G. & ,DES'tG ALL FLOOR PLANS AND ELEVATIONS JURE PR-OfECTED UNDER FEDERAL COPYRIGHT LAW. � �� PLANS MAY NOT BE REPRODUCED BOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE - PLANS 15 LICENSED EXCLUSIVELY TO THE BUYER. e 3-J5" DIA. STEEL COLUMN �1 STEEL PLATE WITH FILLET WELD (4) 12"x }" STEEL ANCHOR BOLTS WELDED AND SET INTO GONG. WALLS. B" PC. WALL ON BASE PLATE DETAIL 6"x O NGNc. FoonNc W U Ww � ry Q Q o W w STEEL ANCHOR PLATE DETAIL z w _— 3ZO 32' 7'-11/2' 101/8 7'-ltt '_10y8' O Z I //22, O U B w 8" P.G. FOUNDATION ON B LINE OF FASCIA ABOVE 16" x B" CONC. FOOTING _______________________________ -- - WALLS OF BATH TO MIN, 3'-0" BELOW FINAL BE INSULATED WITH GRADE I R-19 INSULATION DROPPED FOUNDATION 3032 3032 2668 - - - - - - - - - - - - - - - - -FOR 2668 U40_ - - - U40 - - I 90'-8, 2' I I 51x ' 4'-71/2' _ _ _ r -- - --- -^ -- - - - - - -- - - - - -— - I - N CEILING TO BE FURRED LINE OFF 2 RIGID INSULATION IN FLOOR I I BE INSULATED WITH HEATED (INSULATION TO BE EXTENDED 24" WALLS OF BATH TO— n HORIZONTALLY AND VERTICALLY AROUND OU o DOWN 94", WITH 2x6 FALSE - R-19 INSULATION BATH m `"' CEILING JOISTS TO EXCEPT PERIMETER OF ROOM ) I o (2) INSULATIONAYERS OF m I3'-1' —34'-4�4— /4' I mo WALLS OF BATH TO 1-1 z I i U,�* BE INSULATED WITH V] WALLS AND CEILING a N 5/S R-19 INSULATIONOF GARAGE ARE W O GARAGE I SHEETROCKED NTH O5/8- 4" B '+ ❑ c ~ PC SLAB w/ 6x6 WWM I n (2) 1-J/4'v ex• II TYPE "X" GYPSUM FLUSH 9EAM SEE DETAIL OF STEEL UNEXCAVATED 115'• DIa. sn. cowMN ca - ANCHOR PLATES FOR I GN o n COLUMNS I COMPACT SOIL coNc. roonec J'-O•x J'-D•x r-e• m ,Y I r - - - W14x22 STEEL I BEAM Y — 0- +_ _y14x22 STEEL_L _ 7 8, `D b > � 4 9 STEFI I BEAM o— -Y14� STEEL-L BEAM - —$ DROPPED GIRDER m DROPPED GIRDER o m DROPPED GIRDER + DROPPED GIRDER p L - - - m m I m I L _ _ L — _— J I 315•• DIA. SM COLUMN 4 y ON ° 115•• DIA Sn_ COWMN3'-B ' fy FFF 411 1 V CONC. WALL p ON lU W' DIA. ST- COLUMN a 3'-01 1'-01 1'-e• OW W F•"1 in oO ON CONC FOOTING m CONC FODiINC Y AG RAGE N I 4" PC SLAB w/ 6x6 WWM I z LINE OFF 2"RIGID INSULATION IN FLOOR o WALLS AND CEILING 1-3'-10Y2' (INSULATION TO BE EXTENDED 24" J I OF GARAGE ARE TO BE N m HORIZONTALLY AND VERTICALLY AROUND r SHEETROCKED WITH 5/8" N PERIMETER OF ROOM ) (DROPPED 68 --DATION TYPE 'k" GYPSUM m FOR 3068 UMO J 3068 �E U40 I VERIFY ALL DIMENSIONS -4;-, L _ _ _ _ - - --- - - - - - - - - - - - J - - � —7 (BOX DOWN AND CONDITIONS PRIOR v IFALSE BM. TO CONSTRUCTION j m 9'-0" x 8'-0" GARAGE DOOR 9'-0" x 8'-0" GARAGE DOOR m ------------------- __.� -- - - -- - - - -- - I (F"I1 (2) 1%" x 11�i�' LVL HDR. 2 14'4" x 11�,{I" LVL HDR. (2) 13'4" x - 770-2001 - -- - - - - - - - - J ( ) LVL HDR. MWN W. DROPPED FOUNDATION FOR DROPPED FOUNDATION FOR 9'-0" x 8'-0" GARAGE DOOR 9'-0' x 8'-0" GARAGE DOOR 6x6 POST BOXED OUT BDK 1'-0" DIA. x 7-0" ON 1'-0" DIA. x 2'-0" CHECKED BY: CONCRETE PIER CONCRETE PIER ON 2•-O"x 2'-O"x 1•_O" ON 2'-0"x 2'-O"x 1'-0" DAi : CONCRETE FOOTING MINIMUM (VERIFY POST WITH OWNER) CONCRETE FOOTING MINIMUM 10-01-01 16 P.C. CNC. ON IN OF 36" BELOW FINAL GRADE LINE OF FASCIA ABOVE OF 36" BELOW FINAL GRADE scuE: 16" x 8" CONC. FOOTING INSURER SOIIL BEARING UNDISTURBEDB (BEAR ON UNDISTURBED SOIL 1/4" = 1'-0" MIN. 3'-0" BELOW FINAL 8 CAPACITY) INSURE SOIL BEARING CAPACITY) / SHEET 1111£: GRAD SH FOUNDATION PLAN / ,,_B, _4. -!7,-B. GARAGE 32, 32' FLOOR PLAN FOUNDATION PLAN . GARAGE FLOOR PLAN © COPYRIGHT 2001 EAST END DRAFTING & DESIGN SHEET N0: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 2 of 3 - WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 32 2xB-16" oc CEILING JOISTS RAFTERS AND FL00R - RAFTERS AND FLOOR U JOISTS'ON EACH .SIDE JOISTS ON EACH SIDE OF'SKYUTES TO BE OF SKYLITES TO BE DOUBLED, DOUBLED. ANDERSEN RV2846 ROOF ANDERSEN RV2846 ROOF �Tl WINDOW OR EQUAL WINDOW OR EQUAL w W (PROVIDE'AUXILIARY (PROVIDE AUXILIARY O WATER DEFLECTOR) WATER DEFLECTOR) % CDX SUB FLOOR 2x10-16 oc. FLOOR SYSTEM CD Ir~TI ,�1 w Ld o z ' o ' 3oxw O M 1 OANnNG) m =0 0 CL _ n O z cc� 0 47'-21 a- U LJJ a a _TED STORAGE 'I a UJa CROSS SECTION A I i N � NL ` M Z IZ a0 N I 5ya" lh" n y RIDGE VENT m 2x10-RIDGE BEAM �-q z 2x8-16" oc RAFTERS 6 b W Q oN 2x4-16 oc N m HANGERS Aq ,� 25 YR FIBERGLASS ACHITECTUAL ROOF SYSTEM .02x4 i-° X 2x6 y 14" CDX ROOF SHEATHING ONG BACK FG-1 w ANDERSEN RV2846 ROOF ANDERSEN RV2846 ROOF 2x8-16" oc CEILING JOISTS E—I WINDOW OR EQUAL WINDOW OR EQUAL m (PROVIDE AUXIUARY (PROVIDE AUXILIARY 2x6-16" oc RAFTERS "-i 5 WATER DEFLECTOR) WATER DEFLECTOR) RAFTERS ANb FLOQR RAFTERS AND FLOOR ANDERSEN RV2846 ROOF WINDOW UNHEATED STORAGE JOISTS ON EACH SIDE JOISTS ON EACH SIDE OR EQUAL (PROVIDE AUXILIARY OF SKYUTES TO BE OF SKYLITES TO BE WATER DEFLECTOR) DOUBLED, DOUBLED. 43.44 15" FELT SHEATHING J 25 YR FIBERGLASS ACHIIECTUAL ROOF SYSTEM 12 %' Cox SUB FLOOR RAFTER PLATE 2x6 2x10 SOUR BLOCKING R-30 INSULATION NOTE 2x70-16 oc. FLOOR SYSTEM141 Mz= 11VERIFY ALL DIMENSIONS 6" FASCIA W14x22 STEEL I BEAM AND CONDITIONS PRIOR 024 28%" VENTED SOFFIT (SEE DETAIL R-19 INSULATION DROPPED GIRDER TO CONSTRUCTION DOUBLE 2x6 PLATE j GARAGE HURRICANE CLIPS R-19 INSULATION �m No: 2x6-16" oc WALL STUDS — 2x4 PLATE 770-2001 oRAwN W. ' 15" FELT I 3)/2 DIA. STL. COLUMN BDK VINYL SIDING (MATCH EXISTING) WALLS AND CEILING ' ON CHMKO 91: SECOND FLOOR PLAN 1/2" CDX SHEATHING OF GARAGE ARE TO BE 3'-0"x 3'-0"x 1'-6" SHEEIROCKED WITH 5/8" GONG, FOOTING 2x6 PLATE TYPE "X" GYPSUM ogre: 2x6 CCA SILL 6" PC. SLAB W/ 8x6 WWM. 10-01-01 - stole: GRADE 1/4" ____________________ ______________________________ 8' P0. FOUNDATION �___-'---- �V 1/2"x12" ANCHOR BOLTS MAX. 8'-0" oc SHM 2x4 KEY WAY 16% 8" CONCRETE FOOTING LINE OFF 2"RIGID INSULATION IN FLOOR SECOND 3'-0" BELOW FINAL GRADE. (TYP.) (INSULATION TO BE EXTENDED 24" FLOOR I HORIZONTALLY AND VERTICALLY AROUND PERIMETER OF ROOM ) CROSS CROSS SECTION B SECTIONS SHFET N0: _ © COPYRIGHT 2001 EAST END DRAFTING & DESIGN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED -- UNDER FEDERAL COPYRIGHT LAW. r PLANS MAY NOT BE REPRODUCED WITHOUT �1 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. BUILDING CONSTRUCTION NOTES: ' - - pEEII•y� ' GENERAL Y I. All construction work shall comply with the New York Som Budding Construction Code and with the requirements do any governing 1 department,,as well In,the rcgmrenem,ofawhanues le vmg prodmtom �' ! 2 All work shall comply with the New York Slate Energy Code A It shall be the contractor's responsibility to u hron the s¢e,design,and type of meeliamcal Systems which will be Used in sufficient detail as natured by the Building Depurment. B. Insulate all ducts and piping as required by code C All windows,dam sills,open.....,ere shall be caulked and we Cher stnpryd ,- - - 3 Provide one smoke deroctm no each fluor,including basement, Provide smoke delecrrs at all sleeping t mus All dovecots are to he directly wired to the cicctnwl system of the home 4 F igmeer is not responsible for the impervisron ofeonstmcdnn. Genua,Contractor must verify all dimensions and conditions before constm¢um or mhneation Engineer is not responsible for any changes without carmen prior approval. 5. Do not stole drawings 6 "the engmeer shall be resp exuble for the content of these drawings only He shall not be held responsible fur unv materials, work,tets hnp, means or Flbiaks of roam l The engmeer than,not be held responsibleSay for the dessystem or installation of I c name andeguipmw Clavical Plumbing.Hexing Ventilation,Air Conditioning,or city other system not specifically -� conrincd in Wcsc drawml,'. I T Electric consu icon..is Inc .turn r the Nat...I EIcUr L Code,New York Snare Code and LIPA. \/ - F Plumbing is to conform In the County and Local Health Department requirements,and NYS Code 9 All heat prnducmg equipment shall be installed an accurd:nce with NYS Code and mnnuf.ctu¢rs spamficmmdi,. ` [ , Q O k^� r Ill All clectncal unJ nmchnmcal equipment is to be elevated to FEMA requirements and NYS Code as required II Lunitaloon of l'rolcssmnal LrnhJity ` i � L./ N By acceptance and use uf.hese plans the owner/bander, agent agrees to limit the liability of East End Doering and Design,and Li - m there dmflsmen due m f cnem ol'eoa,such that the total aggregate nmabdiry of Eust HnJ Dmflrng&Design,and Q ¢ there draftsmen Shall not exceed the total ter Int services rendered on this pnslee V LLJ 12 All ofour]]car plans and elevations are protected under federal copyright law. No plan any be teproduced or reconstructed / n ti - - L1� an • cardium."nen pennusmn — 1/ V0 ¢ 13 Owner/Contractor must verify any site specdic requirements for the construction such as Read>nne,requirements,ac. /1 D/ U\ z 14 Acceptance of mese drawmdoes not nudnor¢e the right m build without the militarization nl local governing agencies,such O Townwn Building Depanncros.DEC.e¢. nEy O " - N CODE COMPLIANCE' LL /L/''��L� LI_ I I iglu Requirements Habitable space except Far kitchens shall have normal bolia equal m 8%of floor area ' A. Habimbie space except kitchens and barhmums shall have natural ventilation equal to 99a of Baur urea,or mahorca,vcnu,auon pm.rdmg two(2)tar ch.mges per how. B. Kitchens as above,or 150 CFM mechanu.al vcntdauon C Bathrooms as above or 25('FM meolo nical ventilation. J D All fans shall exhaust directly to extent —\ - 3 Secundary Exits(Wind..,) shall be 4 square feel muumum with a muumurn dimensionaft N".rid a masonun tall height at 42'above finished floor - i 4. Smrrwclls shall be 36"width numman.2'-8"clear GENERAL NOTES `j 51 'U' _ ® CARPENTRY �y Mi Z W o Provide double lasts under all pomuon wills utiless mherwnse noted. e ^ Provide typical energy corners fry teleran/partnmm Iii N Frreplace-pmvule support for ltuM es required �_ Sill plate,are to be 2"x M werned 40 yea CCA wait ill enter Old PmvrJe.ill seller-below termite shmdd. Ili p Watts x6"-e 6"o 4-0erior wall oras noted x 6"- 16"tae exterior r walls F-1 P'x 4"- IV an manor walls-unless nomd ometwixe Al,wall ands arc to be 112 or better IMugnus F u. Q All other framing ambers are to be#2 nr better Douglas For or otherwise noted F" ce Provide solid blocking htneelb all bearing pairs; Provide structural metal connectors as required for all Bush structural loading carrying conditions T �' Openings tohme(2)2x 10 header-unless amerwwe noted, rTl fr*,-i C4 Lag bn,t at all steel pipes F-1 us 3/4"ulx sublluo, 2 [/2",& ion d,hrathmg (5 ply) U ,pw 7?I R'ash cx[cnor..it sheathing x Provide fire blocking an a11 walls ns required. to r to U (ONCRP.TE W Q Strength 1,M)PSI at 2g day ASTM C-94 reedy mix tomaetc ¢ All laoungs,loundntions.em shell cosi on undisturbed sod NOTE: ¢ Footings,hull be 36"below Iimshed grade-minimum, ua undisturbed sod(4000 psr) VERIFY ALL DIMENSIONS otings. �, All fo0undamtioshall be formed AND CONDITIONS PRIOR Povrde reinforcing buttress on any wall over 20'Ioag,Y-0"below fma,grade TO CONSTRUCTION Dana x to with 3-ro ober as 16"x r U concrete(nodna Dannp proofing-provide plastic over tor. "Ito,CT W: 770-2001 CMYM B/: BDK ELEC'TRIC'AL .. CBECt BY: -' Keep boxes 5"minimum from edge affray to rough opening. Elreme construction is at cartoon to the National I'lecate Code,New York State Budding Code,and LIPA pA Provide one smoke detector on each door mcludmg basement Provide smoke detectors in all sleeping areas All detectors arc to be dnmclly wired lit the 10-01-01 L lc,ur al system of the home SfilE 1/4" = 1._0L, PLUMBING, SHM sill£ Supply pipes m walls f for minas)ata"from plywood Plumbing is to conform to the county and local health deperm enl requirements and New York Suite Code. Relocate all wall stacks through nonfat rear of house,and spray in march roofshmgle color ELEVATIONS © COPYRIGHT 2001 EAST END DRAFTING & DESIGN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT 1 of 3 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE - PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. I I 6 3-14" DIA STEEL COLUMNA ` ` 1/2' FILLET WELD STEEL PLATE WITH (4) 12% }" STEEL ANCHOR BOLTS WELDED AND SET INTO CONC WALLS _ B" PC. WALL ON BASE PLATE DETAIL 6x INGNG w FOOTING U Ww Y QCD 0 Q o C ww STEEL ANCHOR PLATE DETAIL o Z cn 32' 32 0 U 10Y/2, 2. 1Y/2' ,_10]/2' o z 7'-13<2' �Y� " � O CL U B w _ LINE OF FASCIA ABOVE 8" P.G. FOUNDATION ON WALLS OF BATH TO 16" x 8" CONC. FOOTING BE INSULATED WITH MIN. 3'-0" BELOW FINAL R-19 INSULATION GRADE DROPPED FOUNDATION 3032 3032 2660 FOR 2668 U40 U40 — — — — —— — — — — — _ — — — — — — — — — — — — — — — — — — — — — � J • r' - - - - -- - - - - - - -- - -- 30-B— - - - - - - - __ - - -- - - - - - - 51/e 4 7�2 )/2, Y2' - - - - - - - - - - - - - - - WALLS OF BATH TO CEILING TO H FURRED r — _ _ HEATED o Dowty 9�", WITH 2x6 FALSE LINE OFF 2 RIGID INSULAT ON IN FLOOR BE INSULATED WITH w BATH m • CEILING JOISTS TO EXCEPT (INSULATION TO BE EXTENDED 24' ( R-19 INSULAT70N m (2) LAYERS OF R-3D z HORIZONTALLY AND VERTICALLY AROUND o A INSULATION } PERIMETER OF ROOM ) 14'-4�4_ 3 X23/4' ' I m o WALLS OF BATH TO GS z �e BE INSULATED WITH 9 �+� R-19 INSULATION w WALLS AND CEILING m S/S c I OF GARAGE ARE TO BE Q GARAGE SHEETROCKED NTH 5/B" (z) 1-3/4% 9)r 4" PC SLAB W/ 6x6 WWM I i TYPE "X' GYPSUM o FLUS BEAM SEE DETAIL OF STEEL I UNEXCAVATED 3V- DIA S COLUMN o ANCHOR PLATES FOR COMPACT SOIL 3'-O'x 3'ON-0•x 4-6" m of N s COLUMNS I Ca C FOOnNC �' to r - - - - _ — w1DROPPEDEIIBEAM — o- DROPPED BR o I GIRDER 4X22 STEEL I BEAM_�.o— X14 22 STEEL19F_AM — e z • DROPPED GIRDER DROPPED GIRDER L — — — U, m I I m I I L - - L - - - J 11$•' DIA SNL COLUMN LL ON 31S•• DIA S1L COLUMN ON I I Q aI 3$'• DIA ON COLUMN UNC. WALL 3'-0"x 3'-0'x 1'-6• GARAGE CONC FOOnNG W CONIC FOO'NNG O iv 3 4" PC SLAB w/ 6x6 WWIM I I I I I I LINE OFF 2"RIGID INSULATION IN FLOOR o WALLS AND CEILING —3'-102' '� OF GARAGE ARE TO BE m - INSULATION TO BE EXTENDED 24" HORIZONTALLY AND VERTICALLY AROUND DROPPED FOUNDATION SHEETROCKED WITH 5/8" N PERIMETER OF ROOM ) FOR 3060 U40 J TYPE 'x" GYPSUM 9 U040J',, VERIFY ALL DIMENSIONS r - AND CONDITIONS PRIOR L- - - - - - - - - - - - - - - - -'- - J r- - - - - —� X DOWN i2 TO CONSTRUCTION 9'-0" x 8'-0" GARAGE DOOR 9'-0" x 8'-0' GARAGE DOOR L PxWECT N0: - - - -- - - - - - - - - - _ _ — _ J — — — — ry ________ 770-2001 - - - - _ - - - -- - � F — 2) 131 z 11 d¢" LVL HDR. (2) 131' z 1125" LVL HDR. (2)LV-Y4" HDR9 " - - - - - - - - - - - J-- - - - - - - - - - __ - - . _ - - . - - - - - - - - - - -- - - - - - - -- - - _. - - - - - - DeArm W. DROPPED FOUNDATION FOR DROPPED FOUNDATION F17R BDK 9'-0" x B'-0" GARAGE DOOR 9'-0" x 8'-0" GARAGE DOOR 6x6 POST NA x OUT �____ ___ -____ CHECKED W. jjj ON 1'-0' DIA x 2'-0" CONCRETE PIER W 1'CO" DIA. x fER 2'-0"x 2'-0'x 1'-0" ��, ' CONCRETE PIER (VERIFY POST WITH OWNER) ON CONCRETE F 2'-0"x 1'-0" CONCRETE FOOTING MINIMUM 10-01-01 CONCRETE FOOTING MINIMUM 8" P.G. FOUNDATION ON OF 36" BELOW FINAL GRADE LINE OF FASCIA ABOVE B OF 36" BELOW FINAL GRADE scuE: (BEAR ON UNDISTURBED SOIL (BEAR ON UNDISTURBED SOIL 1/4" = 1'-0" - - 16" x 8" CONC, FOOTING INSURE SOIL BEARING CAPACITY) OF SOIL BEARING CAPACITY) MIN. 3'-0" BELOW FINAL B sNEEr TxtE: GRADE v FOUNDATION u'-e' -9%,ea -B, , 96%' PLAN / B -4' GARAGE 4, 32' FLOOR -2,— PLAN FOUNDATION PLAN GARAGE FLOOR PLAN © COPYRIGHT 2001 EAST END DRAFTING & DESIGN SHEET N0: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 2 of 3 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE - PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. I 6 -2�d — 15'-6y2, RAFTERS AND FLOOR RAFTERS AND FLOOR y°3T :4 JOISTS ON EACH SIDE JOISTS ON EACH SIDE OF SKYLTES TO BE OF SKYLTES TO BE DOUBLED. DOUBLED. ANDERSEN RV2846 ROOF ANDERSEN RV2848 ROOF WINDOW OR EQUAL WINDOW OR EQUAL (PROVIDE AUXILIARY (PROVIDE AUXILIARY WATER DEFLECTOR) WATER DEFLECTOR) ELLL2x8-16" oc CEILING JOISTS STORAGE m FrrI+��)1 ;ac CLOSET 3Y2-GUM c -5Y2' REPAIR PARTS . I V `? , COMPUTER ROOM ROOM �Ty�ApI(,J��7[ � ���6ND m a OLID ` '1—'�u�31� y.L1:J]L]lil� STORAGE W Y wCD 0'-5Y2 3 '-5 7'-2' R5' CDX SUR FLOOR Q O N N —5y2 2x10-16 0c. FLOOR SYSTEM LJ6_ ^ i W W Li Flo 0 5�" U o v � o MAIN MANIKIN STORAGE AREA z �c m � O LLJ In / ---- ._______ _________________________________-- ----- � Q CROSS SECTION A " I 11 II 11 1 II II II - RAFTERS AND FLOOR RAFTERS AND FLOOR JOISTS ON EACH SIDE JOISTS ON EACH SIDE OF SKYLITES TO BE OF SKYLITES TO BE DOUBLED. DOUBLED. ANDERSEN RV2846 ROOF ANDERSEN RV2046 ROOF - - WINDOW OR EQUAL WINDOW OR EQUAL 'T - (PROVIDE AUXILIARY (PROVIDE AUXILIARY zr� _ m - WATER DEFLECTOR) WATER DEFLECTOR) RIDGE VENT V Y 200-RIDGE BEAM Gy 1--1 z 12 9 2x8-16" oc RAFTERS 1 6 o W s 1 L4' 1 ------ 2x4-16" A 32' MANGERS oc �y HANGERS 25 YR FIBERGLASS ACHITECTUAL ROOF SYSTEM V a '_' 15k FELT 2x4 2x6 aa FUTURE SECOND FLOOR PLAN $" CD% ROOF SHEATHING ONG BACK H < 2xB-16" oc CEILING JOISTS ^ 'c --i 2x6-16" oc RAFTERS < W W A D ANDERSEN RV2846 ROOF WINDOW UNIHEATESTORAGE • - OR EQUAL (PROVIDE AUXILIARY , WATER DEFLECTOR) - - 1/2" COX SHEATHING 43.44 15" FELT _ 25 YR FIBERGLASS ACHITECTUAL ROOF SYSTEM 12 COX SUB Fl.0 `X' 2x6 RAFTER PLATE 2x10 SOLID BLOCKING R-301NSULATION 2x10-16 oc. FLOOR SYSTEM ' VERIFY ALL DIMENSIONS 6" FASCIA / W14x22 STEEL I BEAM AND CONDITIONS PRIOR DROPPED GIRDER TO CONSTRUCTION - - 28$" VENTED SOFFIT (SEE DETAIL R-19 INSULATION P�Fcr � GARAG HURRICANE CLIPS R-19 INSULATION - DOUBLE 2x6 PLATE 2x4 PLATE 770-200I 2x6-18" oc WALL STUDS Sri - 15" FELT 3)/2"" DIA. STL. COLUMN BDK - VINYL SIDING (MATCH EXISTING) WALLS AND CEILING ON CRECKEO 6n . 1/2" COX SHEATHING OF GARAGE ARE TO BE 3'-0"x 3'-0"x 1'-6' SHEETROCKED WITH 5/8" CONIC. FOOTING Dale 10-01-01 2x6 PLATE TYPE "X" GYPSUM s" Pc. SLAB w/ 6x6 wwM. REV. 09-13-03 2x6 CCA SILL sous GRADE 1/4" = 1'—O" 8" PQ FOUNDATION V ____________________________ _____ _______________\V . 1/2"02" ANCHOR BOLTS MAX. 8'-0" oc � ` 2x4 KEY WAY 16"x B" CONCRETE FOOTING LINE OFT 2"RIGID INSULATION IN FLOOR SECOND 3'-0" BELOW FINAL GRADE. (TYP.) (INSULATION TO BE EXTENDED 24" FLOOR I HORIZONTALLY AND VERTICALLY AROUND PERIMETER OF ROOM ) CROSS CROSS SECTION B SECTIONS © COPYRIGHT 2001 EAST END DRAFTING & DESIGN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. ,