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HomeMy WebLinkAbout33959-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~RT~NT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-34548 Date: 09/09/10 THIS CERTIFIES that the building NEW DWELLING Location of Property: 700 NORTH DR (HOUSE NO.) (STREET) County Tax Map NO. 473889 Section 106 Block 6 Subdivision Filed Map NO. Lot NO. M3kTTITUCK LOt 25 (H/LMLET) conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 13, 2008 pursuant to which Building Permit NO. 33959-Z dated JUNE 5, 2008 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 ENTRY, PARTIALLy FINISHED BASEMENT, 2ND STORY BALCONY, DECK WITH SWIMMING POOL AND SPA AND ATTACHED TWO CAR GAPJkGE AS APPLIED FOR. · ~ne certificate is issued to NICOLAS & IRENE T ANDRE~DIS, JR ( OWNER ) of the aforesaid building. SUFFOIA~ COI~rl"f DEPART~IT OF HEALTH APPROVAL R10-07-0103 ELEC'FRICAL ~U(TIFICATE NO. 10-003360 PLIghtERS U~K'rIFICATION DA'r~O 03/01/10 RAYMOND NEIGHLEY 09/09/10 03/04/10 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. 33959 Z Date JUNE 5, 2008 Permission is hereby granted to: N & I ANDREADIS 2 SYCAMORE AVE GLEN HEAD,NY 11545 for : CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH TWO CAR GARAGE, COVERED FRONT ENTRY, REAR DECK & POOL ADDITION AS APPLIED FOR at pr~m~ses located at 700 NORTH DR MATTITUCK County Tax ~ap No. 473889 Section 106 Block 0006 Lot No. 025 pursuant to application dated MAY 13, 2008 and approved by the Building Inspector to expire on DECEMBER 5, 2009. Fee $ 3,726.40 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 765-1802 APPLICATION FOR CERTIFICATE OF OCC~CYAPR 2 2010 This application must be filled in by typewriter or ink and submitted to the Building De~ng: A. For new building or new use: L TOWN OF SO~OtO I. Final su~ey ofpropc~y with accurate location of all buildings, prope~y lines, streets, and unusual natm~l topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 fo~). 3. Approval of electrical installation from Board of Fire Unde~fiters. 4. Sworn statement from plumber ce~ifying 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 ce~ificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. Bo 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 thereibr in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 ~.. Date../~.,~,/-- ~.., ~0/c2> New Construction: .~ Old or Pre-existing Building: (cheek one) Location of Property: ,700 .//~'c:2ZZ-7~ ~.2/~/~ ,/<~-~ ~/ ~ ~ix/,}''~ House No. Street Hamlet Owner or Owners of Property: /~/(_cv~/z~.,O.,,'2j,,4.,~>6,? ~o,/ .~,~._--~/-,e=~/.,/~-~____,~-,::W~.~_:l ~_.vod Suffblk County Tax Map No 1000, Section [ O(,O Subdivision Permit No. 9% q~ q Date of Permit. Health Dept. Approval: Block ~ Filed Map. Applicant: Underwrite~ Approval: Lot: Certificate Final Certifica~..L~...,~/'/ (check one) Fee Submitted: $ ~ / ~ -- ~ ~~ ~ ~ ~,~ ~'- A~li~nt Signature CERTIFICATE OF COMPLIANCE CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE, AMITYVILLE, NY 11701 CERTIFIES THAT Upon the application of Upon premises owned by C.M. Richey, Inc. Nick Andreadis 77 Air Park Drive 700 North Drive Ronkonkoma, NY11779 Mattituck, NY 11952 Located at 700 North Drive, Mattituck, NY 11952 Application Number: Certificate Number: 10-003360 Section: Block: Lot: Building Permit: 33959Z Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Garage, As Built, First Floor Addition/Renovation and Second Floor Addition/Renovation. ~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enfomement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 04th Day of March 2010. Name. QTY Amperage Voltage Circuit Type AC Blower 4 15 AMP 240 V Central A/C Units AC Condenser 4 30 AMP 240 V Central A/C Units Circuit Breaker 8 20 AMP 120 V AC Circuit Breaker 3 20 AMP 120 V GFCI Circuit Breaker I 30 AMP 240 V AC Circuit Breaker I 50 AMP 240 V AC Comb SD/CO 3 15 AMP 120 V Dedicated Circuit Dimmer 15 15 AMP 120 V AC Disconnect 4 30 AMP 240 V Central A/C Units Dryer 2 30 AMP 240 V Dedicated Circuit Duplex Receptacle 107 15 AMP 120 V General Purpose Exhaust Fan 6 15 AMP 120 V AC Flourescent Light 35 15 AMP 120 V AC Furnace-Gas 1 15 AMP 120 V Dedicated Circuit GFt Receptacle 22 15 AMP 120 V GFCI seal ANTHONY GIORDANO Electrical Inspector This certificate may not be altered in any way and is validated only by the presence of a raised aeal at the location indicated. Page I of 2 CERTIFICATE OF COMPLIANCE CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE, AMITYVILLE, NY 11701 CERTIFIES THAT Upon the application of C.M. Richey, Inc. 77 Air Park Drive Ronkonkoma, NY 11779 Upon promises owned by Nick Andreadis 700 North Drive Mattituck, NY 11952 Located at 700 North Drive, Mattituck, NY 11952 Application Number: Certificate Number: 10-003360 Section: Block: Lot: Building Permit: 33959Z Described as a occupancy, wherein the premises elec~eal system consisting of electrical devices and wiring, described below, located in/on the premises at: Garage, As Built, First Floor Addition/Renovation and Second Floor Addition/Renovation A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 04th Day of March 2010. Name QTY Amperage Voltage Circuit Type Hydrotub 1 20 AMP 120 V AC Incand Fixture 129 15 AMP 120 V AC Meter 1 300 AMP 240 V Weather Proof Paddle Fan 6 15 AMP 120 V AC Panel Board I 125 AMP 240 V AC -- o ,~-x ~, o ~.. Panel Board 3 200 AMP 240 V AC Service Disconnect 1 300 AMP 240 V Circuit Breaker Smoke Detecter 7 15 AMP 120 V Dedicated Circuit Special Receptacles 14 20 AMP 120 V Dedicated Circuit Switch 95 15 AMP 120 V General Purpose ANTHONY GIORDANO Electrical Inspector This certificate may not be altered in any way and is validated only by the pr~,~ence of a raised ~eal at the location indicated. 5cai Page 2 of 2 Electrical Inspectors, Inc. 308 East Meadow Avellue East Meadow, NY 11554 Office: (516) 794-0400 (631)396-7474 Fax: (516) 794-5854 Website: www.elect;icalinspectors.com Email: in fo~electticalinspectors.com Mail To: Moriehes Bay Electrical Contracting Inc. Bruce Venturino PO Box 816 East Moriches, NY 11940 License#: 39559ME Certificate Number: 09-5612 Municipality: Southold, Town Of Inspector: 124 lssueDate: 6/17/20107 Property Address: Il Anorsadif ' J % 700 North Drive~ /~ Mattituck, ~ ELECTRICAL APPR O VAL,.C ER TIFICA TE AREAS LISTED BELOW ARE APP~//~/~/Y INSPECTION NO visual defects were found for the clec~cal inspection prq~ded ~qo ob~ unsatis factory conditions were found in the areas herein below only. Residential Inspection In Ground Pool and Spa Built into Pool 7- Single Receptacles, 2- HW Heaters. 3- lnca~escen~t Fixture$, 5 60AmpSinglePhaseSubPanel/6Ckts/2U~/~-~ /' Rough 9/10/09 Final 6/16/10 This p~~A~c ~!the National Electric Code 1999 Edition. Each year prior to the use of this pool/spa an inspec~or~should b~ ~ by a qualified person or company to verify for safe use and operations of associated ;aq~On should be tested regularly as directed by the manufacturer, and integrity of all bonded metal Richard M. Bivone President Philip F. Goehring Chief Electrical Inspector Not ~ unless signed by an ARA PLUMBING CORP CONTRACT PLUMBING March 1, 2010 Town of Southold Building Department Re: Andreadis Residence 700 North Drive Mattituck, NY Permit # 33959Z To whom it may concern: Please be advised that any solder joints on this project are lead free. Both domestic water and heating piping have been installed primarily with pex tubing. Very truly yours, Raymo. nd3Neighley/~ County of Nassau Sworn to before me this [ day MAIN OFFICE & WAREHOUSE Noto~y FuI:81C - State el' New yo~k NO. o1¢o61mo I~ NYC OFFICE 2182 JACKSON AVE. - SUITE 1 228-11 LINDEN BLVD. SEAFORD, NEW YORK 11783 FAX CAMBRIA HEIGHTS, NEW YORK 11411 (516) 826-1602 (516) 826-1601 (718) 352-8202 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ~,~-.FOUNDATION 2ND ~]/ROUGH PLBG. [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: /~~ ~'~ ~ DATE //~ ~- ~ -o ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG.  [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMAR_KS: " --~'~. ,~ ,., ',,.Z_' -" ~ -" DATE ~ ~ ( I ( -- ~ f INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND ROUGH PLBG. INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT C0#STRUCTION ~ FIRE RESISTANT PENETRATION REMARKS: F~~~ DATE /'~ ~"~ 7 INSPECTOR ~~c~,-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION INSPECTION [~ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~'FOUNDATION 1ST [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAI~I' PENETRATION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ~ROUGH PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] RRE RESISTANT CONSTRUCTION [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE ,INSPECTOR ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [~INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: ~ ~/~ ,~,~ [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE N OF SOUTHOLD BUll r [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION ]FRAMING / STRAPPING ~FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]RRE RESIST,MIT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS~.. ~/~//~~ ~ ~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG, [ ] INSULATION [ ~/~INAL [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] RRE RESISTANT CONSTRUCTION REMARKS: ~ ~ ~ INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY ROUGH PLBG. INSULATION FINAL ~ '. ] FIRE SAFETY INSPECTION [ ] fiRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR ~' ~ 15UI TOrl o 15[MI [i'IDT o / ITM ARCHITECTURE O ENGINEERING I~OGE[~ P. ~ITH, fl.l.fl., P~iFICIPI1L LflWI~[I1C[ ~flLV[~[il, fl.l.fl. fl~I~D[I~ICF, W. SEl~bfl, P.E. June 10,2008 Town of Southold Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P,O, Box 1179 Soufhold, New York 11971 Attention: Mr, Michael Verity Chief Building Inspector Re: Andreadis Residence Mattituclq New York Our File No, 07-197 SCTM #: 1000-106-06-25 Dear Mr, Verity: This letter is to certify that the "Play Room" noted on the Foundation Plan Sheet A2,01 for the above reterenced residence will not be used as a bedroom for sleeping purposes. 944 [./~l~lrl 5T~ffT PflT(ZI1OqU[, rl[w Yo~K 1177[ o p: (651) 475-0549 f: (651) 4750561 bUI TO I b[MI fMDT / ITM ARCHITECTURE ~ ENGINEERING ROGER R S~ITM, El.fi., PRII1CIPflL LllWI~[I1(I~ SflLVSB, fl.l.fl. fI~ED[I~IG~ W. Sf~511, P.E December31,2008 Town of Southold Town of Southold Building Depaftment Town Hall Annex Building 54375 Route 25 Southold, NY 11971 Attention: Mr. Michael Verity Chief Building Inspector Re: Andreadis Residence North Drive Mattituck, New York BBS File No. 07-197 SCTM No. 1000-106-06-25 Permit # 33959 Dear Mr, Verity, This letter is to ceftity that I have inspected the new poured concrete foundation wall and faotings and damp proofing at the above referenced residence Permit # 33959, and that they are installed in general compliance with the New York State Building Code and the contract documents prepared by this office. /',? ',: -< ~ m ,. ~PS:miy cc: N, Andreadis File [J,IIIig) ~44 f. ~fllll STPffT P~TCIIOGU[, rl[W TOl~l~ 1177~ o P: (6.51) 475-0649 f: (6~1) 475-0.561 I UI TOM o I I MI [MDT o $/ ITM ARCHITECTURE ~ ENGINEERING [~OG[J~ P. ~ITI1, fl.l.fl., PI~II1CIPflL LflWl~£rlC£ SI~LVB[rl, fl.l.fl. I:I~[D[I~ICI~ W. S[[bll, P.[, FebruaB/13, 2009 Town of Southold Town of Southold Building Department Town Hall Annex Building 54375 Route 25 Southold, NY 11971 Attention: Mr, Michael Veri~/ Chief Building Inspector Re: Andreadis Residence No~th Drive Maffituck, New York BBS File No, 07-197 SCTM No. 1000-106-06-25 Permit # 33959 Dear Mr. Verih/, Atfached please find a revise floor plan and section requested by the inspector on his inspection ticket dated 2-6-09. The area described on the ticket as a 3rd floor platform is actually a light well to bring natural light into the hall. FEB 1 7 2009 BLDG. DEPt'. TOWN OF SOUTHOLI) ery truly yours,. ames Illig, ~roject Architect Jl:jJ cc: R. Smith A.I.A,, Principal BBS 944 f./~fllrl 5TI~ffT PflTCtlOGIJL rl[W TOPI~ 11779 o P: (661) 47.5-0649 f: (6bl) 47.%0.%1 bUi TOtl o bEtll [tlDT o ARCHITECTURE ~ ENGINEERING BLDG. D£PT. TOWN OF SOUTHOLD [~OGEI~ P. S/~ITfl, fi.I.E, P[~I~ICIDfll LflWl~Efl([ SI1LVB[FI, file I:~[D[I~ICK W. SE[l~fl, P.[. June 19, 2009 Town of Southold Town of SoLd'hold Building Department Town Hall Annex Building 54375 Route 25 Southold, NY 11971 Attention: Mr. Michael Verity Chief Building Inspector Dear Mr. Verity, Re: Andreadis Residence North Drive Maftituck, New York BBS File No, 07-197 SCTM No. 1000-106-06-25 Permit # 33959 Attached please find a revised Rescheck Compliance Certificate indicating the construction phase changes to the cavity insulation. This change from the appraved construction plan equated to an increase in the R factor for the companent. The wall areas for the elevator shaft and the aftic space over the garage were not previously accounted for. They are included in the revised certificate. Ven/truly yours, ~Roger P, Smith A.I,A. LEED AP Principal Jl:ji cc: N. Andreadis ~44 [./~t1111 S11~[[T PI~TdIOdU[, rl[W TOI~K 1177~ o P: (6.51) 47b-0.549 t:: (6_~1) 47b-0.561 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net Examined Approved Disapproved a/c Expiration PERMIT NO. BUILD1NG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health. 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Phone: &~ Building Inspector !APPLICATION FOR BUILDING PERMIT INSTRUCTIONS ,20 o% a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public 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 the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department 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 buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances building code, housingrx~h~-a~ regulations, and to admit authorized inspectors on p~nnises and in building for necessary inspections. ./~'" .// _ ~ , /.3 _ o~ "-"-~Signature of applicant or name, if a corporation) / [c] '7/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or build,er Name of owner of premises ' (As on thcriax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. f~)~'~ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section I OQO Block Subdivision M~,~'offCP~o,~ ~ a ~ ~> Filed Map No. Lot Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy '-/,~,& ~..!.-~.' ~_ ~, ~,J ~ b. Intended use and occupancy ~ '!~q> ~ *i 3. Nature of work (check which applicable): New Building Repair Removal Demolition ~4. Estimated Cost?jt~'OO~. OOO Fee 5. If dwelling, number of dwelling units ~ If garage, number of cars Addition Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. t'JA~ 7. Dimensions of existing structures, if any: Front tqA Rear Height ~ ~, Number of Stories /-4 A iq A .Depth 9. Size oflot: Front Dimensions of same structure with alterations or additions: Front Depth ~.l,& Height Dimensions of entire new construction: Front Height Number of Stories t4A, Rear Number of Stories ,-~ ~ Rear 4-0 ~ .Depth ~, t Depth ~ 10. Date of Purchasfi,,4°,~/z:- 4.20~,7 Name of Former Owner I 1. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO/~f 13. Will lot be re-graded? YES ~/ NO Will excess fill be removed from premises? YES X NO__ 14. Names of Owner of premises Name of Architect tY~ ^~-~. ,:;~r6.,'~5, Name of Contractor ~-~___~42~',~,~7)_ 15 a. Is this property within 1 O0 feet of a tidal wetland or a freshwater wet]and? *YES ~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet ora tidal wetland? * YES X/ NO __ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. ~'17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. ~18. Are there any covenants and restrictions with respect to this property? YES / NO__ * IF YES, PROVIDE A COPY. .Address Phone No. Address~ve~?~;[~5 ~ 77.. Phone No 0,~1 ~.: ~ c~ ~:~ ~;~'~ Address~ ffF~~c Phone N~/~) ~/-~o NO STATE OF NEW YORK) SS: COUNTY OF ) //~/c~ac..,~ ,~,~,,~)> t. a0 being duly sworn, deposes and says that (s)he is the applicant ' (Name ofg4Jdividual signir~g c~ntract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application flied therewith. Sworn to before me this / - _ Notary-PUbli~-.~ Jill M. Doherty, President James F. King, Vice-President Dave Bergen Bob Ghosio, Jr. John Bredemeyer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0550C Date: June 29, 2010 THIS CERTIFIES that the construction of a two-story dwelling, sanita_w system, swimminq pool, concrete retaining walls along north and south sides of property, pervious driveway, gutters to leaders to drywells, and the area seaward of the 18' contour line remains Non-Disturbance At 700 North Drive, Mattituck, New York Suffolk County Tax Map # 106-6-25 Conforms to the applications for a Trustees Permit heretofore fled in this office Dated 9/24/07 pursuant to which Trustees Wetland Permit # 6747 Dated 10/17/07 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a two-story dwelling, sanitary system, swimming pool, concrete retaining walls along north and south sides of property, pervious driveway, guttexs to leaders to drywells, and the area seaward of the 18' contour line remains Non-Disturbance The certificate is issued to NICK ANDREADIS owner of the aforesaid property. A t~or~d' Si~g~ ~ tu~re BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6747 DATE: OCTOBER 17~ 2007 ISSUED TO: NICK ANDREADIS PROPERTY ADDRESS: 700 NORTH DRIVE~ MATTITUCK SCTM# 106-6-25 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on October 17, 2007, and in consideration of application fee in the sum of $250.00 paid by Nick Andreadis and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a two-story dwelling, sanitary system, swimming pool and concrete retaining walls along north and south sides of property, with the condition the installation of gutters and drywells to contain roof and pool runoff and in accordance with Chapter 236 of the Town Code-Storm Water Runoff, a line of staked hay bales to be installed prior to construction approximately located at the 20' contour line, the area seaward of the 18' contour line remains non-disturbance, the driveway is constructed using pervious materials, the retaining walls are to be shortened and as Iow as possible, and, and as depicted on the site plan prepared by Burton, Behrendt, Smith Architecture & Engineering, last dated November 8, 2007, and received on November 13, 2007. 1N WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. FeD ,0~ 0,7 O~:OG~ p. 5 New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone; (631)4d4-0365 · FAX: (631) 444-0360 Web:site: v~vw dec stale.ny,us TIDAl, WETI,AND I,F, TTI ,R OIC NON-JURISDICTION O~nise M Sheeh~n Commi55ioner May 17, 2006 M~. David Ila.lli,tan P.O. Box 1443 Southampton, NY I 1969 lq.C: Application # -4738-()3585/0000 I 700 North Drive. Mattimck SCTM It 1000-106-(,-25 Dear Mr. Hal]man: Based on thc inlbnnation yeti hgvc submitted thc D~l)a]'tmcnt of Environmental Conservation h,qs detm'm mcd thai;: Thc property landward of thc lop o[slopc m excess of] 0 feet in elevation as shown on thc survey prepared by Johtl C. Ehlcrs dj,ted 12/30/05 and last revisml 3/1/06, is beyond Tidal Wetlands Act (AIliclc 25) jm'isdiction. Therefore. m accmdanc¢ with the currcn~ Tidal Wetlands La~d Use Regulations (6NYCRR Part 661) no permit is required. Bc advised, no construction, sedimentati.n, or disturbance 01' any kind Ina}, take place seaward of the tidal wetlands jurisdicliounl boundary, as indicated above, without a permit. It is you]' respondl*ility to ensure that adj. precautions are taken to prcvefll' ally sedimentation or other alteralion or disturbance to tho bq:ound sur'~;qco or vegetation within Article 25 jurisdiction which may rcsuh from your project. Such precautions nlay i,l¢ludc mairdaining adequate work a}ca bctwcc, thc tidal wetland .jurisdictional boundary and your project (i.e. a 15' to 20' w/dc conslruclion area) or erecting a temperaW I'cnce, bah'icl', or hale bay beton. Picas5 ,lOlC that this letter doc] not, ,'elievc yo~ of Iht rcsp~fi,fiibi.lity cc: MHP /~P~cm~inistrati~r Eh-Consultants December 22, 2009 Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971-1:179 NOV 24 2009 BLDG. DEPT. TOWN OF $OUTHOLD Re: New Home Construction at 700 North Drive, Mattituck Building Permit No. 33959 Gentlemen, I hereby request a six month extension to the above referenced Building Permit, currently set to expire on December 5, 2009. u for your consideration, Nicolas Andreadis, Owner/Applicant '/~./o~-¢ ;~TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER FORMER oWNER ~11, J S W ~PE OF BUILDING ~ES. 3/~ S~S. VL.~' ','~' FA~ COMM. CB. MISC. Mkt. Value ~D IMP. TOTAL DATE REMARKS AGE ~C FARM Acre ValUeAcrePer / va~ue Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD . , House Plot DEPTH BULKH~D Total DOCK ~ BIdg !~fensio~ ~orch ~orch q reezewov ~arege Total ~o0 COLOR TRIM Foundotion Fire Place Type Roof !Recreation Room !Dormer J Drivew?v Bath Foors Interior Finish Heat Rooms I st Floor Rooms 2nd Floor inette ¢ DR. BR. FIN. B. Tow n of Southold PROPERTY LOOATION: $.C.T.M. #: Ite.~_m Number; 2 3 4 5 6 / THE FOLLOWINO ACTIONS MAY REQUIRE l'H. SUEMIEIIlON Oisirli{ 'Section 6lock Lo{ CERTIFIED BY A DESIGN PROFEOalONAL IN THE STATE OF N~ ~'~K. (NOTE; A Check Ma~ (~) ~or each Question is Required ~or a Complete ~plioatlon) Yes No (This item will Include alt rup-off created by site clearing and/or coastrdcl on aotiv ties as well as all Site Improvements end Ihs permanenl creation of impervious surfacesd Does Ihs Site Plan and/or Survey Show All Proposed Drainage SIrdclures Indicating S ze & Locaflon? r'~ This Ilem shall include all Proposed Grade Changes and Slopes Controlling Sudace WaterFIowl Will this Pi'oleol Require any Land Filling, Grading or Excavation where Ihere s a chanlle to the Natural Existing Grade InvoMng more ihan 200 Cubic Yards of Maledal wilhln any Parcel? ,~C',~../,.~.7~ ~/./rz~¢ ~ J Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is Ihere a Natural Water Course Running through the Site? Is this Project within Ihs Tixlslees jurisdiction or within One Hundred (100') fee( of a Wetland er Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vedical Rise Io One Hundred (100') of Hodzonta Distance? 7 Will Driveways, Parking Areas or olher Impervious Surfaces be Sloped to Oirecl Storm-Water RumOff into and/or In the direction of a Town dghFof-way? 8 Will [his Projecl Require the Placemen of Maledal, Removal Gl Vegeta on and/or the Construction of an,/Item Within the Town Righl-of Vv'ay or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprofm.} 9 Will Ibis Project Require Sire Preparalio[~ wilhin nle One Hundred (/00) Year Floodplain of any' Watercour%e9 F~ ~OIE: IfAnyAnswer~o Questions One through Nineis Answeredwilh a6heckMa~in~heBox, aStorm-Water, Orading, O~inage & Erosion Conlrol Plan Is Required and Must be Submitted for Review Prior lo Issuance of Any Building Pe~ill EXEMPTION: Y e~ N~ Does Ibis project ~ee( fl~e minimum standards for classification as aR Agdculiural P o~ect? No~e: IfYouAnsweredYesJothisQuestion, aStorm_WatehGrading, Orainage&Eroslo~Con{ro PanlsNOTRequiled~ ~ATE OFNEW YORK, ~ -- ~ ................ C:OUN~[W OF ~ SS That [ ~ d-~ bem~; duly swo, u du'po~x and s~ys d~a~ he/sfie ~s the apl~iir~mt fo~ Pcm~t Owl/el and/or IcptescuiaUv¢ of die Own¢~ of (h*qxu's, and is duly aUdlo/iz((i (O lDf'l¢0J Iii Or have perfo[med d~e s~d work and to maXe and file due app[icaUoa; ~at ;dl statcnietnLs contained m flus apphcadon a~e Ux~c to ~e best of Iris ~owledgc a~d belJeh a~d d~at fl~e work ~dll be perforated m d~e m~me~ set fo~d~ iu (he application filed here~dlh. Nom~ Pub c ~ '~ ~ ....................... ~'~1~ ~.'~u~ .................................. ~ ~i~ ~ ~ ~ ~if~,'~'""" ~ .................. Date File # TOWN OF SOUTHOLD COMPLAINT REFERRAL FORM Location of Complaint: '~oo ~O£Jr~ Property Owner: ~ ~,~_..x.~ ~ Phone Address: NATURE OF COMPLAINT: ACTION TAKEN: Optional: Complainant: Address Report Taken By:, Date Referred to Code Enforcement: By Phone__ Phone: Date Mail In Person CODE ENFORCEMENT REPORT SITE INSPECTION REPORT/DATE: ACTION/DATE: Date ~'l~/o ~ File # TOWN OF SOUTHOLD COMPLAINT REFERRAL FORM Location of Complaint: ~')00 ~l,)0t"~ '~. ~/~J'~', SCTM#~'"' Property Owner: /~J,(:ol~.5 ~rtJr-~_o_~, [ Phone Address: NATURE OF COMPLAINT: ACTION TAKEN: Optional: Complainant: N0~/VI. ~/., 4.('l~t~. ~. Address ~7..0 ~/or~C~ ~ Report Taken By: ~'~-.~L ~ Date Referred to C~t: By Phone ~' Mail Phone: ~O5~- '"/~ ? Date In Person CODE ENFORCEMENT REPORT SITEINSPECTION REPORT/DATE: ACTION/DATE: Date File # TOWN OF SOUTHOLD COMPLAINT REFERRAL FORM Location of Complaint: 700 ~U~o~'7/.'Jt bf'/~'~ SCTM#~ Property Owner: fi/~ J~_0_d~/~/ ~i~ Phone Address:; SX~~ ~, ~ I~ ~ ~7 i1~ NATURE OF COMP~INT: ACTION TAKEN: Optional: Complainant: ./~o r~ ~ f'/x,~f~l,a,~. By Phone__ Mail__In Person Address Phone: Report Taken By:. Date Date Referred to Code EnforCement: CODE ENFORCEMENT REPORT SITEINSPECTION REPORT/DATE: ~-~-~- Page 1 of 1 Berliner, Sandra From: normgru@aol.com Sent: Thursday, June 04~ 2009 11:59 AM To: Russell, Scott Cc: normgru@aol.com Subject: Construction 700 North Drive ScoE There is a huge propane tank half in ground on the setback within feet of the property line. I would appreciate code enforcement evaluating this before it is buried underground. Norm Grudman Limited Time Offers: Save big oD popular laptops at Dell 6/4/2009 Page 1 of 1 Fisher, Robert From: Fisher, Robert Sent: Wednesday, June 10, 2009 9:55 AM To: normgru@aol.com Cc: Fisher, Robert Subject: propane tank installation ~r. ~rudmon inspected the site on 6-9-09. On 6-10-09 1 contacted the project architect and informed them that the tank would have to be installed according to standards including NFPA 58, N¥5 Codes, & manufacturers specifications. If you have any questions please contact me. [=ire/n~pcdor robert.fisher@town .southold.ny.us 6/10/2009 Town HM] Annex 54375 Main Ro;ul P.O. Box 1179 Southold, NY 11971-0959 Tclcphoi~c (631) 763-1802 lea< (631) 765-93(~2 BI 7ILl)lNG I)EPARTMENT TOWN OF SOUTHOLD May 13, 2010 Nicolas Andreadis 2 Sycamore Avenue Glen Head, NY 11545 RE: 700 North Drive, Mattituck TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: __ Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. C/'~0£ 5L,~ ,..~L,~J A fee of $25.00. Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (~ \ -Z.¢x.~ lO Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 33959-Z new dwelling N S~JFFO~!t COUp, ~ ~ ......... pER~,~IT F''3-°, Ap~F:CVA',- OF CONSTRUCTION FOR A APPROVED ~:~-- , ~q:CLK COLIqTY TAX MAP NO. 1000-'~6-06-25 ~ OF PEO~TY 41,8~1 3: C~ 0959 AC TEST BORING DATED 01-20-O6 3.0' BROWN SILTY SAND SM ~FIN~HED GRADE ~ ~ ~PROP. SANITARY LINE TO BE ~ , /PRESSURE PIPE WHEN ABOVE O~BEI ~ ~WATER SERVICE. PRESSURE TEST 10~ MIN TO ALL dOINTS ~ ~R~QUIR~ PRIOR TO BACK F~LLING WHEN SANITARY LINE ABOVE [ ~ 18' MIN WATER LINE ~1 ~ ~ 17' PALE BROWN FINE TO MEDIUM SAND SP ProPOSED or EXISTING WATER MNN/SERVICE B MIN ~L~,~"-PROP. SEWER LINE dOINTS SNALL BE 10 FT FROM CROSSING POINT (PREFERRED METHOD) SANITARY/WATER CROSSING ,DETAIl Southhold Board of Trustees r The area seaward of the 18' contour line '~"~- ~' : ..... '~ ~Y...~M~_~ ">E) BOUNDARY AS ~OW~ ON ~ ~ ~y ~ ~ ~ "NON- NDIS~RBED AND ~ NA~RAL VEG~A~ON IN ~R~TUffY. HE FOLLOWI~ A~ES IN THE PR~ERVED AR~ ARE t'Ec~]C~y ~1~ ~ ~ ~ rl~ OF ~A~ON. .,~PPLICA~ON ~ ~C~. EXCAVA~ON, G~G, ~G, ' )NS~U~N, ~ON ~ ~Y ~. ~ USE ~ ~ .~ ~R P~, ~GE ~ ~. EQU~M~ OR TEST BORING DATED 01-20-06 5.0' BROW SAND S SILTY 17' PALE BROWN FINE ::ARD OF TRUSTEES :3 OF ~..: J I HOLD bbs ' ~~ REScheck Software Version 4.1.2 Compliance Certificate Project Title: ANDREADIS RESIDENCE Report Date: 05/02/08 Data fllename: G:~Pmjects~ndreadis\WORK~ANDREADIS.rck Energy Cede: Location: Conslruction Type: Heating Type: Glazing Area Percentage: Heating Degree Days: Construction Site: NORTH DRIVE MATTITUCK, NY 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Non-Etactrlc 17% 075O Owner/Agent: NICK ANDREADIS 100 QUENTIN ROOSEVELT BLVD SUITE 200 GARDEN CITY, NY 11530 516 780-8100 Designer/Contractor: ROGER SMITH BBS ARCHITECTS 244 EAST MAIN STREET PATCHOGUE, NY 11772 631 475-0349 .... Compliance: 4.3% Better Than Code Maximum UA: 937 Your UA: 897 Ceiling CLEARSTY: Fiat Ceiling or Scissor Truss 257 30.0 0.0 9 Ceiling 2ND FL: Fiat Ceiling or Scissor Truss 1729 30.0 0.0 61 Ceiling 1ST FLOOR: Flat Ceiling or Scissor Truss 86 30.0 0.0 3 Ceiling BASEMENT: Fiat Ceiling or Scissor Truss 192 19.0 5.0 8 Wall 2ND FLOOR: Wood Frame, 16' D.C. 1880 21.0 0.0 82 Window 1: Wood Frame:Double Pane with Low-E 416 0.300 125 Door 1: So~id 18 0.500 9 CLEARSTORY: Wood Frame, 16" D.c. 559 13.0 0.0 44 Window 2: Wood Frame:Double Pane with Low-E 28 0.300 8 WALL 1ST FLOOR: Wood Frame, 16" D.C. 2010 21.0 0.0 77 Window 3: Wood Frerne:Double Pane with Low-E 586 0.300 176 Door 2: Solid 77 0.500 39 Wall BASEMT: Wood Frame. 16" D.C. 2013 t3.0 0.0 151 Window 4: Wood Frarne:Double Pane with Low-E 56 0.300 17 Door 3; Glass 20 0.690 14 Door 4: Solid 93 0.500 47 Floor 1 ST FLOOR; Ali-Wood Joist/Truss:Over Unconditioned Space 829 30.0 0.0 27 '~e propeaed building represented in this document is consistent with the~fications, and other celc~Jla~ons submitted with ~is permit application. The proposed systems have been d e sign e~.~e~.n~t t~i~e~ ~21X~ ' ~ '~k Energy Conearvafloo Construction Code requirements. When, Registered Design Profeasional has sta~ ~r~i~'r~ ~ ~.~¥ ara attesting that to the best of his/her knowledge, belief, and professional judgment, such plans o~ ~s~a~ i.D '~.,.,.~,, _t_~. '. '~ ~'~,'ith this Code. Name-Title Sig.'le~ ! :' i Date Project Title: ANDREADIS RESIDENCE Page I of 5 REScheck So. ftware Version 4.1.2 Inspechon Checklist Date: 05107J08 Ceilings: [] Ceiling CLEARSTY: Flat Ceiling or Scissor Trues, R-30.0 cavity insulation Comments: [] Ceiling 2ND FL: Flat Ceiling or Sciesor Truss, R-30.0 cavity insulation Comments:. [] Ceiling 1ST FLOOR: Flat Ceiling or Scissor Trues, R-30.0 cavity insulation Comments: Ceiling BASEMENT: Flat Ceiling or Scissor Truss, R-19.0 cavity + R-5.0 continuous insulation Comments: Above-Grade Walls: Wall 2ND FLOOR: Wood Frame, 16" o.c. R-21.0 cavity insulation Comments: [] CLEARSTORY: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: [] WALL 1ST FLOOR: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: [] Wall BASEMT: Wood Frame, 16' o.c., R-13.0 cavity insulation Windows: [] Window 1: W~3d Frame:Double Pane with Low-E, U-facton 0.300 For windows without labeled U-factors, descr~pe features: #Panes Frame Type '~ermal Break? Comments: Yes No [] Window 2: Wood Frame:Double Pane with Low-E, U-factor; 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Window 3: Wood Frame:Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No [] Window 4: Wood Frame:Double Pane with Low-E, U-facton 0.300 For windows without labeled U-factom, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Door I: Solid, U-facton 0.500 Comments: Pmjsot T'~e: ANDREADIS RESIDENCE Page 2 of 5 Data filename: G:~Projects~Andmadis\WORK~ANDREADiS.rck Report date: 05/02/08 1-11 Door 2: Solid, U-factor: 0.500 Comments: [] Door 3: Glass, U-factor: 0.690 Comments: I-I Door 4: Solid, U-factor:. 0.500 Comments: Floors: I-I Floor 1ST FLOOR: Ali-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Air Leakage: [] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage ars sealed. [] Recessed lights ars 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, fixtures are installed with a 3" clearance from insulation. Vapor Retarder: [] Installed on the warm-in-winter side of all non-vented framed ceilings, wells, and floors. Materials Identification: [] Materials and equipment are installed in accordance with the manufacturar's installation instructions. [] Materials and equipment are identified so that compliance can be determined. [] Manufactursr manuals for all installed healing and cooling equipment and service water heating equipment have bean provided. [] Insulation R-values and glazing U-factors ara dearly marked on the building plans or specifications. [] insulation is installed according to manufacturar's instructions, in substantial contact with the surface being insulated1 and in a manner that achieves the rated R-value without comprassing the insulation. Duct Insulation: [] Supply ducts in unconditioned attica or outside the building ars insulated to R-8. [] Return ducts in unconditioned attica or outside the building ara insulated to R-4. [] Supply ducts in unconditioned spaces ars insulated to R-8. [] Retum ducts in unconditioned spaces (except basements) ara insulated to R~2. Insulation is not required on ratum ducts in basements. Duct Construction: [] All Joints, seams, and connections ara cecuraly fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics ara rated U L 181A or U L 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [] The HVAC system provides a means for balancing air and weter systems. Temperature Controls: [] Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the lan3est Electric Systems: [] Separate electric meters exist for each dwelling unit. Fireplaces: t-I Fireplaces ars installed with tight fitting non-combustible fireplace doors. [] Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential C~de of New York State or the New York City Building Code, as applicabts. Sen, ica Water Heating: [] Water heaters with vertical pipe risers have a heat trap on both the inlet and outiet unless the water heater has an integral heat trap or is part of a circulating system. [] Circulating hot water pipes ars insulated to the levels in Table 1. Circulating Hot Water Systems: project Title: ANDREADIS RESIDENCE Page 3 of 5 Date filename: G:~Prajsuts~,ndraadis~WORIGANDREADIS.rct( Report date: 05/02/08 [] Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: [] Ail heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: I'-I HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: ANDREADIS RESIDENCE Page 4 of 5 Data filename: G:\Projects\Andreadis~WORKVUdDREADIS.rck Report date: 05102/08 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pips Sizes Non-Circulating Runouta Circulating Mains and Runouts Heated Water Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 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 Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(OF) 2" Runouta I" and Less 1,25" to 2.0" 2.5' to 4" Heating Systems Low Pressurerrempemture 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Bdns Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project 'RUe: ANDREADIS RESIDENCE Page 5 of 5 Data filename: G:~Pmjecta~,ndreadis~WORIGANDREADIS.mk Report date: 05/02/08 REScheck Software Version 4.2.2 Compliance Certificate Project Title: ANDREADIS RESIDENCE Energy Code: Location: Construction Type: 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 15% Heating Degree Days: 5750 Construction Site: NORTH DRIVE MATTITUCK, NY Owner/Agent: NICK ANDREADIS 100 QUENTIN ROOSEVELT BLVD SUITE 200 GARDEN CITY, NY 11530 516 780-8100 Compliance: 8.5% Better Than Code Maximum UA: 1129 YourUA:1033 Designer/Contractor: ROGER SMITH BBS ARCHITECTS 244 EAST MAIN STREET PATCHOGUE, NY 11772 631 475-0349 Ceiling CLEARS'FY: Flat Ceiling or Scissor Truss 257 21.0 0.0 12 Ceiling 2ND FL: Flat Ceiling or Scissor Truss 1729 38.0 0.0 52 Ceiling 1ST FLOOR: Flat Ceiling or Scissor Truss 86 30.0 0.0 3 Ceiling BASEMENT: Flat Ceiling or Scissor Truss 192 19.0 5.0 8 Wall 2ND FLOOR: Wood Frame, 16" o.c. 1880 22.7 0.0 80 Window 1: Wood Frame:Double Pane with Low-E 416 0.300 125 Door 1: Solid 18 0.500 9 CLEARSTORY: Wood Frame, 16" o.c 559 14.5 0~0 41 Window 2: Wood Frame:Double Pane with Low-E 28 0300 8 WALL 1ST FLOOR: Wood Frame, 16" o.c. 2010 227 00 74 Window 3: Wood Frame:Double Pane with Low-E 586 0.300 176 Door 2: Solid 77 0.500 39 Wall BASEMT: Wood Frame, 16" oc. 2013 14~5 0.0 144 Window 4: Wood Frame:Double Pane with Low-E 56 0~300 17 Door 3: Glass 20 0690 14 Door 4: Solid 93 0.500 47 Wail-ABOVE GARAGE: Wood Frame, 16" olc. 829 19.0 0.0 45 Window 5: Wood Frame:Double Pane 87 0~300 26 INTERIOR-GAR-WALL: Wood Frame, 16" o.c. 240 145 0.0 17 Door 5: Solid 18 0.500 9 ELEVATOR-WALL: Wood Frame, 16" oc 420 145 0.0 28 Door 6: Solid 63 0.500 32 Floor 1ST FLOOR: Ali-Wood Jois~'rruss:Over Unconditioned Space 829 30.0 0.0 27 The proposed builoing-- ~--'-"-- rep rese.~l ff2[~i~:'~.,~, n t~-~ ~ .~ .~., ~is consistent with the building plans, specifications, and other calculations submitted with this permit application...~ .~e~_. ~__~t~..r,i~:~a.ve been designed to meet the 2007 New York Energy Conserver on Construct on Code requirements. Wh ,~,;~{e~d'-De~g),2. f~r~f~'s, sional has stamped and signed this page, they ara attesting that to the best of his/her knowledge, belief, and,~ ~,e~l_" ~udgm~,.n~, :~ 1~.~ or speci§catioQ~, are in corn pliance with this Code. Name - T e '~ ~ '~ .... S' re ~ Da'ta Project Title: ANDREA ~S.E~E.NCE ', .'". '.' Report date 06/19/09 Data fllename: G:\Projects'~drea~i~O,~KV~ND~EADIS-rev-6-19-2009 rck Page 1 of 1 .."" TIDAL .. ' WETLANDS AS - · /'" CP EXISTING DWELLING FLAGGED BY .- .' ." .- . .." --U /// 1EN-CONSULTANTS2-8-05 · · ·" N87°48'OO'E 525.06' · .-' .''' ~ - ; 135.2' . 2,.,, FOUNDATION · TOP OF WALL .' · -' ¼ ¼ ~- I-- · N88°13'30"W 561.60' DECK BAY VIEW DRIVE LOT N EXISTING DWELLING -- NON DESTURBANCE BUFFER -- EROSION CONTROL HAY BALE UNE 348,394 S,F. OR 8.00 AC. NO]ES s~VV MAP OF PROPBRTY C SC~_E: M,,, **' ~,,* FOUDAFION ~CA?ION ^s s.ow. LICENSED ~ND 5URV~O~ ~ N.Y.5. LIC. ~ 50390 SITUATE SEPT 10, 200~ TOFN OP SO~HHO~ ~ F.O. DOX 493 LINDENHU~T, NY I 1757 suffo~ ~u~, ~ SHE~: ~ ~31.674.0~ 5~ ~000-~06-08-~6 ~ OF 1 ~ EXISTING DWELMNG WETLANDS AS FLAGGED BY EN-CONSULTANTS 12-8-05 N87o48,00,,E 525.06' FE. 35.29' FE. 15.0' 0.5' TW 35.70' 0.5' ELD/. ,,,,. ,5.,6 lc. W^,L ~I~TC.' SEPTICTANK~ ~ ~ ~ BASEME_ .~IT UNDER PILLAR ~ % ~El'.p CON( ~ / %,/ / ~ INL~, ¢/BC.6'~/¢ ~ ~ ~_--., 2 STORY /-CL 40.89' 45.20 .... ¢--- BED , 27.~ rn m,~,r, , ~ ~,' POOL )/~ tRAVEL ~ '/ 37.75 Fi1. UVVLLL. o,,V~AY -~%1- ,,Av//' ,¢' ~ 2 CAR ' F.rL.=;~.~6' ~ ~ ~c~ "~-~'BT~-'~;:/ 35 80;G F FL =35 78' [ ~ ~ ~J =~., PO( .7/ .... , , ~CONC. ~¢ BLOCK CURB BLOCK CURB ~ ¢ 82.2 17.0' POLE ~ ~ CZ 52.51'~ '~tgR ' _:MNDER-GROUNO --- ~-7~ ~ P ~W 28.4~' ~ ......... ,,,,r- ........ PROPANE TANK =u; ~ ~ ~ ~5 ~' LWI~ )OW LB~ 35.~5' 32 39' ' WELL(~P.) 20.49' W W W W W W ~ W -- W ~ --~ 35.75' __ 22.0' DECK ~I~ING DWE~NG LOT N BAY VIEW DRIVE ¢'F© i' 348,394 S.F. OR 8.00 AC. REV. JUNE 1, 2010 NOTES [  -- ' Michael 1~ Wiek~, Inc. SURI/EY OP SCALE: + ~ S~G PROPERTY ~ ~ N,Y,5. UC. ~ 50390 SITUATE ELEVATION RIDGE 71.16 MEAN ROOF HIGHT EL 65.52 TW BELOW CAP EL 42.0 ORIGINAL TW BELOW CAP EL 40,0 GRXDE AT FOUNDATION WALL TW BELOW CAP EL 58.0 TW BELOW CAP EL 36,5 MEAN EXISTING GRADE ELEVATION ADJACENT TO HOUSE EL 520 EL 38.0 BELOW CAP EL 36.0 TW BELOW CAP EL TW BELOW CAP EL ~I®HT ELEVATION P-.ETAININ® ~ALL LOOK. IN® AT HOUSE ! STEP FOOTING AS REQUIRED FORd GRADE CHANGE FOR THE REMAINDER OF WALL 1 ON 2 SLOPE MAX -- EL 25.0 STEP RETAINING WALL HOUSE FOOTING LINE BEYOND FOOTING REV. DATE ITEM NO. KEY PLAN ._.l -- DRWG BY J. ILLI® CHK BY: bUl~TOI1 o (~1) 47~9 F~ 47~1 ~ RETAINING ~LL ~ ~LEVATION5 SCAk~: DATE' ~-2~ BD P/U BATE: FILE NO. ~-~ REV DATE ITEM NO I I KEY PLAN NO 5GALE Z i ~ o I 6EILIN6. INSTALL A5 PER r ~ L J u = ,1,, I,, · *-"4 . ~'~" , ~'-~" . '~'-'~" *-~" ~'-,o" , ~':" , :,;~_./ ('=,~' SEOONID FLOOR PLAN · ,o: I o POST PRO~ A~OVE FILE NO. SCALE I/4" I'-0" A2.03 ~OTE: S1~1~ E~51NEL~I~ PONE BY TUOHA5 @RE[L¥, PE BEZEL LANE 5HIT~TOh~I NY Iill)1 P~Oi,E 12¢FfSDB TABLE R501.2(1) of the RES. CODE of N.Y.S. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SUBJECT TO DAMAGE FROM FLOOD HAZARDS GROUND WIND SNOW LOAD SPEED (MPH) 20 120 MPH 3-SECOND GUST SEISMIC DESIGN CATEGORY C Weathering SEVERE Frostdepth line Termite Decay MODERATE SLIGHT~io NOTE: ALL ROOF AND WALL CLADDING SHALL COMPLY WITH THE MANUFACTURER'S RECOMMENDATIONS FOR 110 MPH FASTEST MILE W[NB SPEED OR 120 5-SECOND GUST WIND SPEED. ,d SUCTION [] INTERIOR ZONE [] PERIHETER ZONE ~EpABLE MALL BE ZONE) ISOHETRIC PLAN NAILING SCHEDULE A WINTER ICE SHEILD DESIGN UNDERLAYMENT TEMP REQUIRED NASSAU 13 VALLEYS & SUFFOLK 11 PERIMETERS FEMA if REQ. NOTE: BUILDING WA:; DESIGNED USING ASCE-7 ASPHALT ROBE 5HIN~LE NOT[/B I) ASPHALr ROOF SNiNELE5 FlNALL HAVE SELF-SEAL~N5 STriDE OR 5HALL BE INTERLOCKIN5 AND @IAEF COHPLT' HITH THE REdUIREiffE~T50P ASTH D-225 OR D-~, INSTALLED IN AE~BROANCE MITH 5EOT Rq05.2 2) ALL FASTENER5 FOR A'SPEALT ROOF 5HINSLF::5 5HALL BE BALYANIZED STEEL, STAINLE-S5 STEEL, ALU[ :IUUhl, OR COPPER ROOFINe NAILS. FASTENER5 5HALL BE HINli~H 12 6AGE SHANKED MITH A HINIHUM ~" DIA HEAP AHD OP 5NEFICIENT LENGTH TO PENEI~.AYE THRONEH ~ iE ROOFIN5 HATERIAL5 ~" AND INTO THE SNEATHING. 5) ASPHALT ROOF SHINGLES EHALL HAVE THE HINIP~M ~MBER OF FASTENER5 AS NUMBER OF NTS JOIST DESCRIPTION ]OMMON NAILS NAIL. SPACfNG ROOF FRAMING RAFTER TO TOP PLATE (TOE-NAILED) ~-8d PER RAFTER CDUND JOIST TO TOP PLATE (TOE-NAILED) 3-8d PER JOIST CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 13-16d (for 3 Fitch) EACH LAP CEILING JOISTS TO PARALLEL AAFTER (FACE-NAILED) 1O-lDd (for 4 Fitch) EACH LAP CEIUNG JOISTS FO PARALLEL RAFTER (FACE-NAILED) D-lEd (for 5 pitch) EACH LAP CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 17-16d (tor 6 pitch) EACN LAP CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 17-16d (fo~ g or Drooler) EACN EAP CEIUND JOiStS ~PS OVER PARTITION (FACED-NAILED) @-lCd (for 3 Ntch} RACH LAP CEIUNG JOISTS LAPS OVER PARTITIOR (FACED NAILED) 10-16d (for 4 pitch) EACH LAp CEILING JOISTS LAPS OVER PARTITION (FACEC-NArLED) 8-16d (f0r 5 p[~ch) EACH LAP CEILING JOISTS LAps_OVER PARTITION (FACED-NAILED) 6-16d (for 7 pitch) .__ EACH [AP CEILING JOISTS LAPS OVEN PARTITION (FACED-RAILED) F-lCd (for 9 or gre~ter) EACH LAp COLLAR ~E TO RAFTER (FACE-NAILED) 5-8d (for 3 pEch) [ PER COLLAR TIE TO RAFTER (FACE-NAILED) ¢-Bd (for 4 pNch) PER TIE COLLAR ~E TO RAFTER (FACE-NAILED) 3-8d (for 5 pitch) PER lie COLLAR TIE TO RAFTER (FACE-NAILED) 3-16d (for 6 or greater) PER TIE BLOCKING TO RAFTER (TOE-NAILED) 2-RD EACN END RiM BOARD TO RAFTER (END-NAILED) 2-16d EACH ENU WALL FRA!vIINO TOP PLATE AT INTERSECTIONS (FACE-RAiLED) 16" o,c. ALONG EDGES ' PER STUD j PER FOOT STUD TO STUD (FACE-NAILED) HEADER TO HEADER (FACE-NAILED) TOP OR BO1FFOM PLATE TO STUD (END-NAILED) BOTTOM PLATE TO FLOOR ,JOIST, BANDJOiST, END JOIST OR BLOCKING (FACE-NAILED) FLOOR FRAMINO JOIST TO SILL, TOP pLATE OR Gi~JER (TOE-NAILED) BRIDGING TO JOIST (TOE-NAILED) A-Cd PER JOIST 2-Bd EACH END 2-8d EACD END BLOCKING TO SILL OR TOP PEAT[ (TOE-NAILED) 3-16d EACH BLOCK LEDGER STRIP TO BEAM (LACE-RAILED) S-lCd EACH JOIST JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PEN JOIST BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIS1 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d PER FOOT ROOF SHEATHING STRUCTURAL PANELS (SEE SDCqON ZONE ISOMETRIC DFAIL) A FI PERIBDER ZONE PANEL EDGES Rd 5 D" o,c. 4 ET PERIMETER ZONE AT INTERMEDIATE SUPPORTS IN PANEL FIELD 8d 12" INTERIOR ZONE PANEL EDGES 8d 5 6" o.c, iNTERIOR ZONE INTERMEDIATE SUPPORTS 8d 12" o.c, obrrLOON BLOCKS 8d A" D.C. CEILING SHEATHING GYPSUM WALLBOARD j 5D COOLERS J 7" EDGE / FIELD WALL SHEATHING STRUC~RAL PANELS (SEE SUCTION ZONE ISOMETRIC DETAIL) 4 FT PERIMETER ZONE PANEL EDGES 88 6 6" o,c. AFT PERIMETER ZONE AT INTRFMEDIATE SUPPORTS IN PANEL FIELD Bd 12" o,c, iNTERIOR ZONE PANEL EDGES 8d 6 6" INTERIOR ZONE iNTERMEDIATE SUPFORTS 8d ,. o,c, uNTSUM WALLBOARD 5D COOLERS 7" EDGE / 10" FIELD FISERBOARD PANELS 7/16" THICK 6dB 3" EDGE / 6" FIELD 25/32" THICK Rd S 3" EDGE / 6" FIELD FAR'fOAL BOARD PANELS 8d SEE MANUFACTURER FLOOR SHEATHING SUBFLOOR) STRUCTURAL PANELS UP TO 1' THICK 8d 6~' LODE / 12" FIELD MORE THAN 1" THICK lOd 6" EDGE / 6" FLED) BLOCKrNO TO JOIST (TOE-NAILED) i)NAiUNG REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" OO AT THE PANEL EDGE IF WALL SSEATHING IS NAILED ~" OO AT THE PANEL EDGE TO OBTAIN HIGHES SHEAR CAPACITIES, NAILING REQUIREMENTS FOR ST~UCTUSAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AB SHEA~ PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 2)WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SBALL BE PERMIT[ED TO BE SEDUCED TO 1-16d PER FOOT 3)CORSOSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ASE PERMITTED. CHECK r~c FOB ADDITIONAL STRAPPING SCHEDULE B LOCATION STRAP TYPE ROOF ASSEMBLY TO WALL ASSEMBLY SEE DETAIL 1 SHEET A2.05 WALL ASSEMBLY TO WALL ASSEMBLY SEE DETAIL ,.3 SHEET A2.05 WALL ASSEMBLY TO FOUNDATION SEE DETAIL 2 SHEET A2,05 AIR FREEZING .iDEX 510 BENERAL NOTES: The Archltec~ of record has not; been re~nlned for and ~Teld supervision or Inspecbens. This balding has been designed b2 conform b2 the N,¥.5. Energ~ Conservation Code. All cons[ructTon to conform ~o dill sta~e and local codes. These dr'amingsdo nob Include components necessary for consb'uctlon safe~y. Contractom are solel~ responsible ~or such components. ~llder ~o corry !,~rke~:--¢amp. Insurance In ~moun~s required ~ ~e premises ~ ~ k~p~ reasonobl~ cleon a~ all Mm~s. A~ compleMon of ~ork con~rac~o~ to ramow all ru~lsh, cleon all 91055 and leave ~ork 5take and la,out all mork ~ho~n on dro~rngs and verl~y all given daba prier b construction. Excavate md beckNE For mork sho~n on Pro~ec~ all ~eas md ~hru~ ~l~hrn reasonable ~unds oF consb~cblon. All concre~ shall ~ produced In occorda~e ~l~h ~1 BIG, in addition ~o cement gGrmlb~ad ~ ACI ~16 cemenb comp/ylng Ml~h AS~ pe~l~ed. AU concreb ~ ~ a minimum of ~0 psT and ~n e~osed ~o ~eakher muse be air engraved as per NY5~ Table R~2.2. ~11 ~ln9 pressure Is ~5umed [o be 2000 1~/5~ ~plcal long island sand and gr~eh ~chNecb shall be Immedla~el] noM~led h ~rlfln¢ IF conditions a~her ~n assu~d exbL Fooling Ghdll ~ 18" ~lde ~ 8" deep Hlbh 4" pro jorDan on each side of ~oundaflon ~dll, unless chain o~er~be on plan. ~ovlde 2 x 4 ~a] In ~oo~ln¢. ~chor ~1~ cheil ~ W2" die. e Iocablons sba~d on plan~. All a~ve Gade exposed porMons o[ [o~beblon ~all5 ~hall have cemen~ frnlsh. F~HIN6 A~ R~GH 5ARPEN~T Joist, r~f~ers ~nd stud5 shaft ~ ~g-FIr Larch no. 2 Hln FB = qO0 ~1 and E = I~00~ ~J. All ~ood ~rlls In con~c~ High 5o1[, masonr] or concrete ~o ~ pressure ~rea~ed AG~, sheathing ~o ~ l/2" Douglas Fir ¢x~ecTor ~dde plywood. Cover Gx~rlor she~lng ~lbh I5 lb. bide paper, or ~s an al~rn~e, T~vek ~fr Ell[racer ~rrler properr~ ~¢d md sealed. All naris, ~ ~nd ~r~ln¢ h~ers ~o ~ hob dipped ~@vanlzed. Block 5~d Hal~5 ab I/2 e~r~ heights and unsupported edges of pl~ood. All cap pla~es ~o ~ doubl~.unless obGml~e no,ed. Bearing For Joist ~nd he~d¢~ ~o ~ ~-I~". All comers [o ~ miriam ~re¢ Headem ~rlmme~ and Jols~ under parEl~fons ~ ~ doubled. HI~O~ A~ DO0~, All mlnbems and French glass doors to be as manGactuned bj Marvin ~l~h s~rmplus glazing mi~ a unlb t~Vofue of 0.~0 or ~ter ~l~h scr~ns, srzes ~n types os Indicated on plan. All ex~erbr doors ~o ~ ~s setec~d ~ oMner. 51zes ~nd b~pes ~ Indicated on plan, All Interior doors ~ ~ as selected ~ o~ner. All door J~ and ~c~ as sel~c~ed ~ oMner. IN~LATION: All ex,error malls ond roo~ shall ~ fnEulo~d Ml~h ~l~rglmEs ~b ~pe InEuloflon ~l~h Integral vdpor ~rrler on ~¢m side. R- V~lues ore 5ho~ on dra~lngs. Core should be ~ken no~ ~o punt[ute vapor ~rrler. ~ovlde p~rlme~er insulation [o'co~ a~ all ~ounbe~lon ~alb. P~IN5 All plumbin9 bo conform ~o all 5~abe md local codes. ~[hroom md kitchen Figure ~o be selected b~ o~n~r, Installed ~ plumbing ELEO~ICAL NOTES: All mork shall cemplB mlth the Residential 6ode o~ N¥5 md local utility compony. Verify service prior to Inshallobion. B~se bld on 2~ AMP so,fca. Provlda ground four In~rrup~r ~Ie~e dS per code. Insball Inlercomec~d smoke be~ec~ors as per N.%5. ~lldin¢ Code. Elecblcai con,actor ~ provide hoobp5 for heoUng and air conditioning sys~ms. Electrical co@roc~r bo coordina~ ~TEh o~har ~abem. SEE I. SNEATHIN¢ AS PART OF 5HEAP. J~PNLL 5ErMENT (S~, HHERE NOTED ON FLOOR PLAN, SHALL BE CONTINUOUS FROH SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. 8d COHHON NAILS @ b"OQ EDGE ,~ 12" OC FIELD PLAN SEE PLAN r SHEAR,~kLLS SHALL BE SHEATHED NrTH I/2" PLY!~OOO ON THE EXTERIOR ATTAOHED HITH 8d COHHON NAIL5 AT b' OC AT PANEL EDSE5 12" O0 IN THE FIELD, AND I/2" ®YPSUM HALLBOARD ON THE INTERIOR ATFACHED NITH 5d COOLER NAILS AT ?" OC AT PANEL EDGES AND I0" 06 IN THE FIELD,BLOCK SOLID AT ALL PLYHOOD JOINTS. HOLD POI'IN BEE PLAN f SHALL BE SHEATHED HITH I/2" PLYI~OOD ON THE BOTH SLOES. A~i'AGHED HITH 8d CONHON NAILB AT 4" OC AT PANEL EDSE5 AND ~" OC IN THE HELP.BLOCK 50LID AT-ALIL JOINT5 IN PLY!~OOD. / - ' HOLD DO'IN SEE PLAN SHEAR IAIALLS NTS TOP PLATE f SPLICE LENGTH f I.. TAB!]LATER 5PUCE LENGTH5 A558ME TOP PLATE-TO-TOP-PLATE CONNECTION5 IJSIN6 2~16d NAIL5 PER FOOT, FOR SHORTER SPLICE bENBTH5, THE FI&IL 5PAGIN5 5HALL BE P-~DUGED IN ORDER TO PROVIDE AN EQLJIVALENT NUMBER OF NAILS ~. TABdLATED SPLICE LENSTH5 A55UHS A E~ILDIN® LOCATED IN ~XPOGRE B ~. TAD~)LATEP SPLICE LENeTH5 ARE BASSO ON 8 FOOT HALL HEIGHT5 ~OR OTHER NE[BHTS, H THE TABULATED UNIT LATERAL LOAD5 5HALL BE hNULTIPLIEB BY N/5 ~.. TOP PLATES 5HALL BE A MINIFdH OF SllJD 6RABE MATERIAL TOP PLATE SPLICE REd~JID~NENT5 FOR HIND - EXPOSURE5 BOG- ONE STORY SLAB ON GRADE 16LO'' 4'-0" TOP PLATE BELIGE BEGUIERP~NT5 FOR HIND - EXPOSURE5 B~C- ONE ALL OTHER cASE5 BUILPlN¢ DIHENEIOh MINIHUM SPLICE (FT,) LENGTH (FT.) TOP PLATE SPLICE REQUIREMENTS NTS SEE FLOOR PLANS FOR LOCATIONS OF HOLD DOANS 2-16d COMMON NAILS @ 6" c.c.,.--,, FOR FULL LENGTH OF STUD -- '31HPSON F __------- 51HPSON HDQD-SD5~ BLOCKtN~ @ EPOXY ADHESIM'E) FOR TEHP.5 0 F TO 40 P USE 51HF'50N AT (HI®H STREN®TH ACRYLIC ADHESIVE) SIMPSON PHDS-SDS~ 2-16d GOHHON NAIL5 @ 6" O.C. LEN®TH OF STUD FIRST SECOND FLOOR HOLE) DETAILS I, ALL FRAHIN5 HAROHARE 5~HN ON THESE PLANS, UNLESS OTNER. HbE NOTED !5 SiHPSO~NS-TIE Z-MAX. NO ~BSTL3UfION5 ABE APPROVED OR AUTHORIZED. DUE TO THE NAThBE OF ~HIN5 HARDNAP.~ TO THE OTHER CO"'POltENTS OF THE S~UCT~RE, ANY FRAMING NAP. DHARE HILL BES~LT IN THE INSTALLER/CONTRAOTOR ASSURING RESPONEIB]LI~( FOP. THE PFS[®N A~ PERFORMANCE OF THE ENTIRE 5T'STEH. ALL SPECIFIED FASTENEP~5 TO BE INETALLED PER INSTP~CI'IONS OF THE 511,4F'50N STRONg-TIE 1400D CONS3~dCTION CATALOG. INCORRECT FASTENER d~UANTITT, 51ZE, 3'f'PE, MATERIAL OR FINISN HAT' CADSP i~lE CONNECTION TO FAIL. iGD FASTENER5 (B ~AUSE) ARE COHHON NAIL5 AND CAi,~OT BE REPLACED ~ITH r~D SmRE~5 (~ ~A~) @~LbS50TNERb!IBE NDTEB. 4, INETALL ALL FASTENEP-5 BEFORE LOAPlN~ THE CONNECT[ON. 5: JOIST SHALL BEAR COHPLEq~LY ON THE CONNECTOR SEAT AND T~ ~AP BETWEEN THE JOIST END AND THE HEADER 5HALL NOT EXCEED PER ~TH TEST STANDARDS. POR HOLD DOHNS, ANCHOR BOLTS NUT5 5HOg~B BE FINGER T~H'I FLU5 ! TO I TURN HITH HRENCH HITH CONSIDERATION ~IVEN TO FU~JRE ~OOp 5HRINK. A~E. C, ABE SHALL BE TAKEN TO NOT OVER TORQUE 'HE NUT. F,Z',,'TENING SCHEDULE AROUND EXTERIOR WINDOW AND DOOR OPENINGS I / ~2.-~_' I '- I (1)2x4 I 1~L_1 1 I 1 I12 I (2) 2xB NOTATION A) NUMBFP OF ~d NAILS AT EACH END OF B) NLL,,NE,:_~E L;i Sil L STUDS ON F[~(I- (DOES NOF APPLY TQ DOORS) C) NEMBER OF FULL HEIGHT KING STUDS A~ EACH SIDF OF Iq[]AI)CR 0) ixi'lMBE~' OF 16d NAILS END NAILED THROUOH ADdACEN'T KING STUD TO END OF HEADER E) NUMEEP OF JACK STUDS AT EACH SiBE OF HLADER F) NUMBER OF ~6d NAILS END NAILED THROUGH ADJACEN~ JACK STUDS TO END OF SiLL AT EACH SIDE OOMPLY EXTERIOR ALL OPENIN® LOT8 NOTE: FOP-. P-ETAININ® !dALL OONSTRUC, TION SEE DETAIL i5 SHEET AS.Ob SITE PLAN SC, ALE 1"=50LO'~ NEW YORK RE©UIREi',4ENT VITH ALL COD 3TATE & TOWN AND GONDITION~ 80dTHCX. D TOWN ZBA SOUTHOLD TOWN ?LANN SO'WOLD TOWN T~USTEE8 N.Y.S. NTS RETAIN STORM WATER RUNO PUR,8UANT TO CHAPTER 236 N ,,iMNIEDIATELY" ENCLOSEPOOLTOCODE uPON coMpLET~O~ BEFORE"WATER" ,:% SOC.,DER ~) /N EXCEED 2/10 ~ :PLUMBING &WATER LINES NEED MEET THE REQUII CODES OF NEW YORK; ERRORS. REV. DATE ITEM NO. KEY' PLAN NO 5GALE DRWG. BY: J. ILLI~ CHK BY bbs bURrO" o 5BII IIDT o lffl 244 Ea~ IV~N Sl'. PATC3'IOGUE, N.Y. 11772 (681] 475-0349 FAX 475-0361 PROJECT NOTE5 AND DETAIL5 SCALE: I/4-"=1'-0" BID P/U DATE: ~ FILE NO. A2.00 CE J 2T~" 5~P FOOTIN~ 4" THICK CON6 5LAB FOR 51~1:5 5~ 5EC, TION D/A2.04 6" PlA ARF~ DP. AIN CONNEC~d:~ TO ROOF DRAIN 5TSIEH F-' -I UN~C,^V^~ - 3-1/2" PlA .SH COL ON 24" X 24" X 12" CORG FOOTI~ Hml 4 NO. X P,E~A R EACH HAy 2T-2" FOUNDATION PLAN SCALE I/4"=l'-O" LE~®END [] POST FP-.Oh'I ABOVE SOLID HOOD POST NOTE ALL HINDOH5 AND FREN6H DOORS SHALL BE A5 MANUFACTURED BY MARVIN AND SHALL HAVE 5TORHPLUS (~LAZINS. MOE)EL NUMBER5 ARE 5HOHN ON PLANS. ALL OTHER ~LAZiNG 5HALL HAVE STORM PANEL5 AND HARE)HARE IPROVIPEE) A5 PER TABLE P-301.2.1.2 OF THE RESIDENTIAL ~I~IN6 CODE. REV. DATE ITEM NO. KEY PLAN NO SCALE Z .< DRWG. BY' J, ILLI® CHK. BY' bUDTOI1 o b['tl~m)T o ~IIU 244 E~T MNN ~, PATCHOGUE, N,Y, 11772 (6~1) 47.E-0,.~1.9 FAX 476-0361 PROJECT FOUNDATION PLAN SCALE. I/4"= r-o" DATE' BD P/U DATE: BID DAlE FILE NO: A2.01 OF F:OUNDATION PLAN SE. ALE I/4"=1'-0" E.ECTO~ 24' H X 12'g ,4- NO. 5 R~AR 5~ 51TE pL,NN ZSUlO" 4'-I~' FOgi~ATiON HALL i4AIN HOIJSE TOP OF Fi~) !~&LL NALL SEE DETAIL 2 rOIIEET TM I I 4CIO" -- J PO~T FRJ2H ABOVE 1 2'-0' ~-0" '1 POCKET r dONe FOO~N~ 0 5HOKE ~ DEECTOPJCAR52N MONOXIPE BOILer FOOTI~ 5TOF. A~ PLAN t i"~CH VENZ (2) IoJl2 HI~ 32'-I' rs" oc ON 24= ~ HI?A ~2~ UTILI1Y 51NE ~/ ,~P5¢ I HALL ~1 X 12' P GONG H,NJNGH ~ 6-4' HISF~;~ qHAN LE®ENP POST FRO~ ABOVE SOLID HOOP POST NO~E ALL NINDON5 AND FRENSH POOPS SHALL BE AS HANtJFAGTLRED BY HARVIN A~ SHALL HA~ 5TOAHPLU5 5~ZIN~. MODEL ~ A~ SHO~ ON P~. A~ O~R 6~JN6 ~ HA~ 5TORH PA~ A~ HA~ ~0V/DED AS ~R T~ ~012.12 0F ~E ~IO~TIAL ~I~IN~ CODE PC~V. DATE ITEM NO. KEY PLAN Z 0 (~1147~9 F~ 47~1 PROJECT BB P~ DAE FEE NO LINE OF ROOF 51~50N 5T~ONC~ I --3 D~PHEADER ~LINE OF FND HALL ~L~ HOLD DNIR HOLD 6IDH~212 6UF~226 ELEVATOR -- CEE 5ETAIL I 5FEET A2.06 ~ UVLN5 F4L~M HOLO DOMN (3) 2xl2 N~ (2) ½"x I1' 5FP ~R >~' k ' ~'_,On 2-CUDH~212 -- H~J3TA~DIFk3 DLR~T V~T 5A~ > STOV5 DY GENTRAL FI~LACE ~ ~" PlA X ~" OOL T ~ 61rHi'!~ ROON ~ BEARIN6 ~LL ~ L ~-2Xl2 PROP I~R ~ ~, -- ? 2Y, D HDR i 5 ~ HDR GUDHT2OIb GUHD2026 7-8" 4" MINE 5TOP. AL~ _ : I FIELD Fl1 PLIHBIN~ GHA55 2 2Xl2 ~lm (2) ½"Xll" 5FP FLOOR JOICT6 ~ 2~2 N~ ¢2~ ½'~1" ~FP ~LOOR JOIS% H5534" DIA X ~" 60L ~1~5 C~TI~ 5~ ~2XlO~ HOLD ~-CUH~2~2 FIRST FLOOR PLAN I/4"= I'-O II POST FRoM ABOVE SOLID ~OOO POST NOTE: ALL FtlNPO~5 Ai~2 F-P, ENCH DOORS 5HALL BE AS HANUFACTUP, EP BY MARV1N AND ~ALL HAVE 5TORHPLU5 6LAZIN& MODEL ~MBER5 ARE 5HOHN ON PLA~. ALL OTHER GL,aZ. IN5 SHALL HAVE STORM PANELS AND HARDFtA,U,,E PROVIDED A5 PER TABLE R~01.2.1.2 OF TH~ RESIDENTIAL DJILPlN~ COPE. HOLD PITCH 5LAB,AREA ORAINo POOl DY PITCH 6LAD.ARE:A ~Z]N0 [] REV. DATE ITEM NO KEY PLAN CHK. bUDTOM o bB~DT o ~ [~1147~9 F~ 47~1 · ROOF 5LOPE . 8 (~) I~". 16" MrCROLLAM DR~P NEAC~R L~INIEFEB ATTIC -4X¢ POET ///~6X6 pOETOP TO HIP RID6E ~ 2X6 HDR -- ;i 8 6FC[R3qEO q~" . Roop 5LOPE 3 2XIO HDR PRYE~ ~ 2X,5 HDR 14'-6" [~ATfl 2 2X6 HDR - BEARIN6 HALL r ALI6N HIM ROrF AeOVE MECH VENT 5L2,, PROP HEA~ 56" HJDH ~ARO RAIL ABOVE SHORE 0 ~ 2XI2 HDR I~'-I0" VERIFrEO HI~ OilIER TO A(~ONHOPAT[ BED BOARD HEICm- ABOVE BAT~ -~ ~ 3 2X~ HDR 2 2XlO DROP NEADER -BEARINC~IALL OJDHT2O 6UDH202 SMOKE 0 PDI~CTOR NEABER HDR ABOVE 2 2XIO D~ MAEII=R DAM FLOOR PLAN SCALE I/4" = I'-0" LE®END · POST [] POST FRON ABOVE · ~ 2X~ HPR LINE OF PECK DELOH REV. DATE ITEM NO. PLAN DRWG. BY: d. ILLI® CHK, BY. bbs bUDTOI1 o bf:ltl~Dl' o ~ffl 244 E,~ MNN ST. PATCHO~UE, N.Y. 11772 (681) 4750349 FAX 475-0361 PROJECT DWG TITLE 5ECO~ FLOOR PLAN A2.03 oP REV. DATE ITEM NO. , - -~~ ~P~,LL PLYHP 5HALL EXTEND UP ON TO PLATE - ~.~.~A~6 ~NT IX12 HA~I~IH BD F~IA ~IOAL ~LL COmmOTION ~ X H R ~ITH I~ ~ ~IeHT 5~ AT 5TALE A~A _ _ JA~A~E 51DINe ~K ND~P ~ ¢EI?N5 ~NS~TION 12" ~C~AH NDE -- FLOOR ~NS~GTION (-Do DA~ INACTION R-21 DA~ INACTION ~1~ VAPOR BARRI~ ~A~ ~IANT ~BFLOOR ~ ~ PLAN E ELOOR ~CTION ~/ ~ I 2XIO ~DDER ~A~ NITH 51~ON ~X JOIST HANDLE SET 5/~.~ E -- 2XI2 FJ e 18" OD ~ / ~ L 12" D~P 60NO FOOTIND = ~ R-'O BA~ IN*LATION ¢ % ~ 2X4 5~P5,6" O0 _ ~-I~ BA~ INFLATION ~ AI~ ~ ~. 4 ~AR ~ ~ ~ ~/% I/2' erP Bs ~P. ~ i/2" &YP BP ~ E~H _-, _ _ -- ~LO~ER~BE~PE / ::1 .lOgO~ ~ ! ... ~ ~ ~ ' I / 2-~CA5851LLPLA~,SI~A~ -~1=~:':, i / ,. ~=~ ~ ~ ~ ¢ I1~11 ~1 ~212 ¢15T HA~ER ~ / k ~ ~ 4"~1CK60~ 5~B P~ ~ F~DATION A~ 5~ -- ~ ~ Iii~ VAPOR BA~IER P¢~ 60~ F~ATION A~ 5P~ '1 = .... ~ . . ~- . ~ ~~~ .~~~ FOOTI~HITH2X4 ALL F~TIO~ OF FOU~ATION ~L5 SCALE I/4" = I'-O" ~OALE I/4" = I'-0" ~ / ~/4" PL~ ~B FLOOR ,, LIGUID ~PLI/D ~OPl~ ~ ~/ ~ 2 X iO CEILIN¢ ~15T5 ~ I~ OC ~/4" E~IOR ¢~E PLY~ ~ ~ ~-~0 ~A~ INFLATION 2X6 A6~ ~X ~LT5 ~VIDE 51~N ~2~ ~ ~ PODT 5~ DETAIL 12/~.05 HAND~, 5~ D~AIL 5/~.05 ~, , / ~IPLAST FL~IND O~ ~ % ~ ~ R-DO BA~ INFLATIONI2'~' b~D~BLE - ~ " ~ TO 5DSS. 2XI2 FLO0~ A~IC ~ ~P JT-- ~ = ~ -- ~OVIDE 51H~N ~15' / / lUW' ~IST 16" ~ HAIN H~SE- ~ .~ fl~U~ 0 ~I~IH~ ~,m HA~E~ ~~ ~~~PCONS~CTION ~ ~ 2~N~. -~ 2XbJOJSTSI~"OC ~- - ~ ASPH~T~INeLES~PFOEI20'HPHUPLIPT F~L ¢:' ~ O~E~ P~. N,Y. ~772 ~ HA~I~IT _ 2 LAYE~ i5 ~ ~l~JNe PAPER =, - ~ HEI¢HT L.'7 ;' 4 B~H ~F , , J~JJ 47~ P~CAST CO~ ~ - ~ ~ I/2" APA ~g E~IOR 5~E PLY~ 5H~IN~ ~ ~ ~ g*HIL POL~E - · · ~ c~m~ 5TO~ AT O~ ~P / / OFF CE / 5A~ 5YP ~A~ - F L*T ON SECTION SECTION i ~ POOTl,e SCALE I/4"= I'-0" SCALE [/2" : ~'-0" ~ V~O*BA*,* .. A~ SILL PLA~ GONG HAUNCH HI~ 4 , - [ I -- ~ 4 '11 SECTION E 60NTI~ R[~E NO. 5 ~ --4" ~ICK COND 5L~ ON 2X4 CT o I¢, ~~. ~ II-O" ~NTI~ 6-MIL POL~YLE~ 2X6 cd ~ la ~~~ resign u~ % / SCALE I/4" = 5GALE I/4" = 1 '-0" ~ 2Xl2 ~ ENCLOSE HEADER ~ITH H~I~EPIT ~PED 4"X4"~" ~ ~ SCALE: I/4"= I'-0" H~ 5~ A~LE HI~ I" -- DETAIL I SECTION 2 5CALL I/4" ~ I'-0" 5GALE I/2" = ~'-0" A2.04o, REV. DATE ITEM NO, (q- 5d noil5 eoch end) ~ - : USE A HIN[HUH OF x /'7% 51mpson 5~rong-Tie- ~ , ~ (4- fid nolls eoch end) ~ ~ ~ ~ ' ~0 5d NAIL5 THIS ~/ ~ 6520 s~r~ppIng ENO ~ ,. 51DE OF RAF~R ~ 16" o.c, LENSTH 0" ,' " '" ~ " 8d NAILS / ~ t ~ ~~ ~ X 12" LON5 0520 ~r~ppl~q PLA~5 X ~ / ~4.L / ANC~?R BOLT5 ~ ~ ', [_~ mrnlmum I 5/6" INTO StaLL ~LATE AN~ I '?~'A:~~ 5pbcifl~d~ch endndls in 5~P PROVIDE 5ILL 5EAL ~ :~ (4~Bd ndl~ e~ch ~nd) MAY BE INSTALLED ON I DET~EN 5~P AND ~RHIT~ 5HEILD ~ BACK FACE OF HEADER , ~AFTERS TO STUDS ~ALL/FOUNDATION 5TRAP DETAIL STUD TO STUD STRAPPING FRONT ENTRY ROOF DETAIL NTB NTS NTS NTS I NTS KEY PLAN DETAIL I PFTAIL 2 DETAIL ~ DETAIL 4 ' ' ' / 5ILL PLATE OENTER CAP ON ~-- ~ ~EATHER ~ESISTANT FINISHED ~ALL% i OUL~REP STONE ~~ ~ PLASBTONE OAPBTONE !~ ~ BARRIER OVER ~']. ~ mCULTU~E~ STONE ~ ~ ~ SHEATHIN~ O~ SUB~T~ATE ~ GULTU~ STONE , ,il ~ ~ ~ ~S~ FLABHIN~ HORTAR ,JOINT ; HORTAR 5ETTIN~ BED I~[~ .) t '.*~ CULTURED 5TSNE ~111~) ~ ~NATER PROOFIN¢ AND ' I',rx~':,-.;t~ ~ATERTABLE/DILL ~111~ ~e/DRAINAGE AS REQUIRED i ~ETAL BRACKET, HOLDIN~ .". < ~ ~ ~< """ HIN. 22 ~A. ,TL. SUPPORT i ~= ' ¢% ~ EN~ ELEVATION J FRONT ~ END ' PLAN ~1~ ELEVATION I JOI~T HANSER - z ~TERTABLE/BILLPROPILE ~G" WALL CAP PRBF~LE ~ETAIL 5 DETAIL ~ ~ETAIL ff ~ETAIL TERAPRO ~OOPIN~ -- REeLET ~ x ] · "L" H~TAL PANEL ~-~FLASHING ,e~ in Pro P~s~e) TE~PRO FLASHIN6~ ~ // , .~PRO FLASHIN6 MEHB~NE (full~ adher~ ' ~ ~ - TE~PRO FIELD I/2" EXP JT~ ~ ~ ~ = ' , , E FRAMED ~LL ~ CON6~ DESK '~ , ' ' . , ',. ~ DRWG. 8% d. ILLIO CULTURED $TONE " BEE DETAIL ~ THIS SHEET (~1 ) 47~9 MEHD~NE ~ ~ PRO PASTE x TE~PRO ~ ~ ~ / HENBANE TERAPRO FIELD , 5"-4" _, FTE~PRO FINI$H FINISH APPLI~TION/ ~ ~ / / ('ull~ ~dhere)~. E~ ~ENT~AN~AT~N~ETA~LED~PR~*TAL~T~N~PE¢~AT~N~HA~A~L~N~T~NT~TH~D~N& R,ETAINING WALL DETAIL FOOTING AT PROPERTY LINE DETAIL ID DETAIL 14 DETAIL 15 A2.05 TERAPRO FIELD D"-4" -TERAPRO FINISH /~U.uU,,. adhere) , ,,' .' CO.r.~T~ 4 . . .pECK '~ , ~ REV. DATE ITEM NO. I G.P. M,C, 01/20/06 NEW DR^~NG LIGHT FIXTUNE AND [FINISHED 52" LIGHT SWITCH (BY G.O.)-~ /~ MACHINERY ACCESS DOOR SHAFT (46-1/2" UIN.) ~¢ ~==~ 24" x 2¢" MAX. IBY 6.C.) Bi"MmN) i , NOTES: S~TcHMAINLINE(By C.C.) ~~ MAXIMUM . ~ .......... 381/2 ~ ~0 ¥2 ~ IF PLA~ORB SIZE IS REDUCED, mEN mE BLOCKIN~ IS TO BE CAR LIGHTING ~ ~ ~ ~ ~ POSI~ONED SUCH ~AT IT iS CEN~REO ON ~E PLA~OR~.1 2"X6"X~"SPLICE ~,s~ ~,soo..~, ~ '~,,' 7 ~FBl~llll II ~ ELEVATOR CONTROLLER <P~A=OR" BEP~ /2)+2" =CENEmlNE OF RAIL *~ ~ OFF OF INSIDE mONT WALL. <MIN. 28" DIMENSION) ~" ¢ BOLTS P~TE EACH SIDE S~TCH (BY G.O.) ~~.1. % ~l IITELEPHONE CONNEC~ON TO BE CFi 110 V. RECEPTACLE --~-~- b~ I}~RMINATED I" ELEVATOR (BY ~ I I ~ = ~ ~ HOIS~AY DOORS AND mABES TO BE INSTA~D IN A 2" x 4" ' ' W8 OVERHEAD CLEARANCE 114" MIN. FOR 8'-0" CAB HEIGHTmI III II ~ALTERNATE ACCESS DOOR ~ ~ ~ ~ ~ ~lS IS REQUIRED TO COMPLY ~ 5" x 5" RU~. ~ -- OF LESS THAN 102" IS 24" MAX. x 18" <BY C.C.> m P : ~ ~ I ~ ~ - ~ ~ ~ HOIS~AY DOORS TO BE SOUD SORE (1-¥4' ~ICK.) AVAILABLE, CONSULT R.E.I.) m ~ = o t~2', LINE ELEVATOR SHAFT WALLS WITH '--'X~" ' ~--- ~J ]/ PLYWOOD (PREFERRED) OR DRYWALL = ~ ~lN. CLeaRAnCE TO ,LLOW rO~ UOTO~/ BRA~[/ ~EARBOX LANDING DOOR~~~ '~~'llJJl~[~ CHECK LOgAL OODE~'~ X.~ .-,~"- . ¢ICgER CONNECTION DETAIL 2 BY 6'-8" OR 8'-0" H ~ ' ' ' J KEY PLAN SOLID CORE TOP FLOOR % i RECOMMENDED ~ ~ ~~ NO i E LEVATORS ~ STANDARD HOISTWAY PLAN ~ - Elevoting ~ur standalrd of living 1-800-832-2004 DOOR INTERLOCK EVATOR RAILS ~ BRACKETS ~.~ ~, BY R.E.I. (TYP,) ~ BY R.EJ. AND INSTALLED BY R.E.I. NOTE: ALL DIMENSIONS ARE APPROXIMA~ HOP HP1 A 2 ~ ~ : NOTE: SECTION THROUGH HOIST HAY INDIOATE5 2 5TOPS. I irmlbK M,N,MUM 4" THICK CONSTRUCTION FOR A 3 STOP ELEVATOR 15 PROPOSED. ~,oo, . ~~~~ ELEVATOR 5HALL 5TOP AT BASEHENT, ~1¢5T ~LOOR ANP REDHEAD 0R ~ I~PlCA~ 2 STOP HQ~TWAY ~A~OUT 2. ~AIk BRACK[TB A~[ k~GG[D WIT~ ~/2" x ~[X H~AD2~ LAG SCREWS O 3. FOR EACH 1" HOISTWAY IS REDUCED IN WIDTH OR DEPTH CAR SIZE IS REDUCED BY 1" IN WIDTH OR DEPTH G.P. 01/20/06 NEW DRAWING TRACTION HOISTWAY HOR 01 Elevating your standard of li.:qg HORIZON LIFT ELEVATION (TYP.) ELEVATO~ ~ETAIL I ~ DRWG BY: 4. ILLI¢ H 4" VENT TRRU ROOF ~~,~o~ ........... ~ 2" 2" 2" 2" 2" 2" PROJECT SANITARY SYSTEM ~ 1 1/2" I 1/2' 6" CAST IRON ~ ~ J 2'~ 2~ / / HOUSE TRAP ~ 5" ~5" m ~ 4" 4" SCALE, I/~r'=l'-O'' DATE' ~GDNDING EJECTOR PUMP PLUMBING R ISER"'~"'u~*'~: AND SUMP BY OTHERS FILE NO. A2.06 G.P, M,C, Ol/2D/06 NEW DR^~NG [ FINISHED 52" [ SHAFT (46-1/2' MIN.) NOTES: .......... 38 1/2 --~ 10 1/2 "Jim~LAT~°~M (Bl'' MIN') L ~_~ 5 1/2, ~ IF PLA~ORM SIZE IS REDUCED, ~EN ~E BLOOKINg IS TO BE ~') (~ CAR TO WALL (CTW) DIMENSION IS S" MIN. ~11H WALL MOUNT Q HOISTWAY DOORS TO BE SOUD CORE (1-5/4" THICK.) (~) MiN, CLEARANCE TO ALLOW FOR MOTOR/ BRAKE/ GEARBOX _J RE SIDENTIAL ,o RE=N~AL o~,VE CRAVCFORDVILLE, FL E LEVATORS =2T STANDARD HOISTWAY PLAN Elevating ~ur standolrd of living 1-800-832-2004 950#, RH RAIL, IN-LINE OPENING, NOTE: ALL DIMENSIONS ARE APPROXIMA1E HORIZON LIFTACCORDION GATE, 12 SQ. FT. HOP HP1 A 12 G.P. 01/20/06 NEW DRAWING TRACTION HOISTWAY HOR 01 ELEVATION (TYPO ~ 1~ WASHER II , v2,,IL T _ll 11/2' 11/2" ILITuB~I ISECOND FLOOR 1 1/2" IL ,UCJ 1 1/2" FSTDNEEq ,SI-OWL. ~ 1 I/2" WASHER co ~ :" ~ ,~ ,,oo, col~ ~ % =" r I F.A.I. ,~~6RAVI~ FLOW [ ~ 2" 2" I'" ~RY SYSTEM ~ 1 1/2" 1 1/2' BASEMENT FLOC ~ST IRON ~ ~ ~ 2'~ 2~ / / / T,,, ;" I / ~ / / , / 4,, w 4" ~ORINnlNn r,m(':TnR PLJMP I::~1 I 11,,/I1::2.11~1~'--. ~ P-.OOF: PLAN TYPIGAL 0 EIP/RIP6E VALLEY D JILT ON TOP OF HAiN P.~OF 2XI2 RR e I~" 06 2 2XI2 RR % 6ARTH 2 2Xl2 RR I~[" X 14' I. ~"/BEARI[~6 ~ 8ELOH % 2 2XI2 RR 2 2XI2 RR 2XI2 RR ¢ 16" Ob SCALE I/4" = I'-O" REV. DATE ITEM NO. KEY PLAN NO SCALE DRWG. BY: d. ILLI® CHK BY. bbs blJDTOI1 o bBIIL~IIDT o ~1'11 244 F. Ab'f ~ ST. PATCHOG~E, N.Y, 11772 (681) 47~49 FAX 47.~61 PROJECT l,~'nntl~ 'ratN ¢ ~II11,t3LD DWG TITLE ROOF PLAN SCALE' I/4-"= I'-0" DA*IE: ElD P/U DATE: BID DAIE FILE NO: LEFT RIDDE Ek 1LI6 12 ASPHALT 5HINDLE ROOF ROOF DIR~-GT VENT FROM HBR BEYOND 12 FIREPLADE PORTION OF ~OD:IT A~OVE IX& HAROI ll~lH E IX4 HARDI 1~4H BO AT FIREPLAGE VENT 5HALL NOT ~INDO~ AND POOR5 TYPICAL 60Pd~=RS. I'~PICAL AS ~ll,ll;~ AND DOOR51YPIGAL 51LE6TED BY 5F4E61~[? BY LEADER AS~ )V~R 6ARA~E ~ = i-HAROI 1RIM I]OARO FASGIA O~ER OI~ER JIX6 HA~I ~lH ~ - ~6~ BY 12 O~ TOP ~ HAIN H~ ~ ~.0 ~ 6 T~ P~ MAIN H~ TOP OF HI~ ..... ~ FL FIRST FL EL ~,.o PIP-ST FL 5~ DEl'AIL' -LOCATrON OF RETAININD 5ELEC, IED B~ O~ .... r r-~--------~--------~------~-~] hALL ~ 511~ PLAN ~" PlA PERHA6AST TYPI6AL, PAINT AS PER OHNERI r .... J r .... J [ .... J ~ --s~P ~OOT ND , r .... - ............................................................................................ '-- -'-- -'-- -'-- ------- --- ~2_-_ _~_. '_-_ _'r~_ 2-'=--- =2_-_ _'r ~_=_~ ~' ............................... ~ ...................................... ~ F ..... ELEVATION SOALD J/4" = I'-0" TOP PLA~E MAIN ND~BE DJ_ ,9:1.0 LEADER AS BELEGTED BY OHNER SECOND FL EL ~z9 LEAOER AS 5ELECTED BY OPNER OHNER ® ® LEA~ER AS Oh~:R RAIL H ~JARO RAIL FIP-ST FL EL BE,O I®HT ELEVATION 5©ALE 114" ]'-0" i~ULllJRED 5TO~ A5 5ELEOI~D BY OHNER DIRE~T VE~T FROM ROLLER AREA PD-L SEE DETAIL 1/A2,O5~ LOGATION OF RETAININ6 [,¢NLL ~ 511~ PLAN RAIL REV. DATE ITEM NO. PLAN NO 5~ALE znm< DRWC~ BY: J. ILLI® CHK. BY. bUDTOII o b['II I1DT o 1'11 244 F.~ I~1~1 ~1', PA~, N.Y, 11772 16~11 47~-0~9 FAX 47~61 PROJE_C_ T DWG TITLE ELEVATIOND SCALE: I/~/'=1'-0'' DATE. BID P/U DATE: FILE NO: A4.01 12 ATrl6 TDP pLA~ EL 55.15 ~I~T__F~__EL__~__ ~__~ A1TI¢ FLOO~ EL ~1.J5 ~ FIRST H_OOR EL ~.0 6RAPE AT ~AR ~ORNER5 FRONT EL, tT'v'ATI ON SC, ALE I/4" = P-O" 12 I~ ~A~ PAIL TOP pb~l~ z SECOND FLG2R · -IM BOARD ~6" HI~H ~ARD RAIL FIRST FLOOR 8~EMENTFLOOR ..... .~J~NT FLOOR t:P-.E At;P-. ELEVATION SC, ALE~ I/4" = I'-0" REV. DATE iTEM ,NO. KEY PLAN DRWG, BY' J, ILLI® CHK. BY, bbs bUDTOfl o bEIl~flDT o ~ill 244 EAST MAIN S1'. PATCHOC-AE, N.Y. 11772 (631) 475..0349 FAX 47,5-0361 PROJECT DWG TITLE ELEVATION5 SCALE: I/4-"=1'-0" DATE. BD P/U DATE. FILE NO: ~I-~1 A4.02 OE