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HomeMy WebLinkAbout28664-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29807 Date: 10/30/03 THIS CERTIFIES that the building NEW DWELLING Location of Property: 800 DEPOT LA CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 102 Block 2 Lot 6 .5 Subdivision Filed Map No_ Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 2, 2002 pursuant to which Building Permit No. 28664-Z dated AUGUST 16, 2002 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 FRONT PORCH, REAR DECK AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to GOLD CREEK BUILDING CO CORP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0110 06/20/03 ELECTRICAL CERTIFICATE NO. 3179 05/16/03 PLUMBERS CERTIFICATION DATED 06/24/03 GOLD CREEK BUILDING CO ho zed ignature 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. 28664 Z Date AUGUST 16, 2002 Permission is hereby granted to : L EDSON (GOLD CREEK) PO BOX 1526 SOUTHOLD,NY 11971 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH TWO CAR GARAGE COVERED FRONT PORCH AND REAR DECK AS APPLIED FOR at premises located at kOO 1$3& DEPOT LA CUTCHOGUE County Tax Map No. 473889 Section 102 Block 0002 Lot No. 006 . 005 pursuant to application dated AUGUST 2 , 2002 and approved by the Building Inspector to expire on FEBRUARY 16, 2004 . Fee $ 1, 350 . 60 Authorized Signature COPY Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT - TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. 8 L oCTX3 New Construction: _X_Old or Pre-existing Building: (check one) Location of Property: �� ®P QUO"-< X) [)� ob Uc_e)� House No. Street Hamlet Owner or Owners of Property: 6�cA C4ce le /3tJr /,ark 6y - 0 Suffolk County Tax Map No 1000, Section lV Block Qom_ Lot G Q— Subdivision Filed Map. Lot: Permit No. Date ofPermit.ACA //,,0PP Applicant: tfr6cD(2j7Gzf�/p Health Dept. Approval: YcS Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one Fee Submitted: $ C�I' �� � a11do j he Applic nt Signature O 7 town I Incl, 53095 Mnin Bond y x Fnx (516) 765-1823 P. O. Box 1179 • try t elephone (516) 765-1802 Soulhold, New Yoik 1 1971 l y�ol 'T IV f)s OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E 1t T I P I C A T 1 U N DATE: June 24, 2003 Building Permit No . _ 7e10 DcFbT LN• LOT 4L- Owner: �j� �c �4��R�N�i—�CC>p (please print) Plumber. : Bertsand Plumbing & .Heating, Inc. (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ( Plumbers Signature) Sworn to before me this 24th day of June , 2003 Notary Public, Suffolk County ELEMUNDACM WXY SWO of Now Yo* No.4826842 � �. s a►�lT� a�6� Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street • Center Moriches,New York 11934 • Tel: 631-878-3500 • Fax: 631-878-3764 Application: 3179 Date: 5/16/03 Issued to: Gold Creek Builders Address:. 740 Depot Lane Village: Cutchogue Introduced By: Shore electric Lic#:3660-E was examined and approved up to the above date and was in compliance with the NEC Mc© 1stRoorO 1b.5idertial0 Pool DetGoage Basement© 2nd floor 91 carnerclal HDtTb A"on Switches Receptacles Fixtures G.F.I. Range Hood Well Pump 41 54 47 4 1 1 Fans Dishwasher Washer/Amps Dryer/Amps Oven Carbon Range/Amps Monoxide 3-Ex Bath 1 20A 30A gas 2 Furnace Oil Gas Heat Zones Smoke Bell Detectors Transformers 7 1 MeterFOOA mps Phase Motors 1UG1 Other Equipment: 2-Air handlers 2-Ac Compressors ut,Res I This certificate must not be altered in any manner JOHN TEUFEL, PE PROFESSIONAL ENGINEER 200 ROUTE 110 FARMINGDALE, NY 11735 631-755-7920 Fax 631-843-8190 November 22, 2002 Our Reference: 02-347 TO: Village of Southhold Building Department SUBJECT: New House at Lot 6.5, Plans Dated 7-02 The following changes are acceptable and in compliance with the New York State Uniform Fire Prevention and Building Code as well as all other relevant codes and standards: L Ceilingjoists over the master bedroom area changed from 2"x 10" to 10"40 series wood — 1 joists by Georgia Pacific. 2. Headers over the rear sliding glass doors and rear second story windows changed from Micro-Lams to(2)2"x 1011 . 3. Main ridge changed from (2)2'"x 12"to(1) 1 3/o"x 11 7/8" Micro-Lam. Please contact me if there are any questions or comments about the above. Yours truly, Jbhq Teufe.] � Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release Ic Data filename: C AJOHN-TEUFEL\MECcheck\goldcrk6.5.cck TITLE: Prop. Single Family 1 1/2 Story Dwelling COUNTY: Suffolk STATE: New York HDD: 5750 CONS"FRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric DATE: 01/03/02 DATE OF PLANS: 7-02 PROJECT INFORMATION: Gold Creek 43 Lot 6.5 COMPANY INFORMATION: Gold Creek Building Co. 77 Stephani Ave. E. Patchogue, NY COMPLIANCE: Passes Maximum UA =466 Your Home= 363 22.1% Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 2: Flat Ceiling or Scissor Truss 1558 , 30.0 0.0 55 Wall I: Wood Frame, 16" o.c. 2628 19.0 0.0 139 Window I: Vinyl Frame. Double Pane 264 0.320 84 Door 1: Glass 20 0.320 6 Door 2: Solid 20 0.350 7 Floor I: All-Wood Joist/Truss, Over Unconditioned Space 1532 19.0 0.0 72 Furnace 3: Forced Hot Air, 79 AFUE 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, OF NEby and professional judgm a or specifications are in compliance with this Co e. TEUF ��� Builder/Designer_ _ Date �bZ fff ti w M z 81A'� �Z 9�FESSIONP MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release I DATE: 01/03/02 TITLE: Prop. Single Family 1 1/2 Story Dwelling Bldg. Dept. Use Ceilings: [ ] I. Ceiling 2: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: [ J j I. Wall I: Wood Frame, 16" o.c., R-19.0 cavity insulation ! Comments: Windows: [ ] I. Window I: Vinyl Frame, Double Pane, U-factor: 0.320 For windows without labeled U-factors,describe features: # Panes - Frame Type_ Thermal Break? [ ] Yes [ J No Continents: --__-- --- _-- I - Doors: [ ] j I. Door I: Glass, U-factor: 0.320 ti Panes_ _Frame'Type _Thermal Break? [ ] Yes [ ]No Comments: [ J 2. Door 2: Solid, U-factor: 0.350 Comments: Floors: ( J I. Floor L All-Wood Joist/Truss,Over Unconditioned Space, R-19.0 cavity insulation Comments: Ileating and Cooling Equipment: [ ] I. Furnace 3: Forced 1-lot Air, 79 AFUE or higher Make and Model Number _ Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ J Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] I Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release Ic DATE: 01/03/02 TITLE: Prop. Single Family 1 1/2 Story Dwelling Bldg. Dept. Use Ceilings: I 1. Ceiling 2: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: j Above-Grade Walls: t ] j I. Wall I: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: j Windows: ] j I. Window l: Vinyl Frame, Double Pane, U-factor: 0.320 j For windows without labeled U-factors, describe features: j 9 Panes_ Frame Type __ Thermal Break? [ ] Yes [ ] No j Comments_ _--- j - Doors: [ ] j I. Door I: Glass, U-factor: 0.320 h Panes Frame Type _ Thermal Break? [ ] Yes [ ] No j Comments: t ] j 2. Door 2: Solid, U--factor: 0.350 - j Comments: Floors: t ] I. Floor I: All-Wood Joist/Truss, Over Unconditioned Space, R-19.0 cavity insulation j Comments: Heating and Cooling Fquipment: [ ] L Furnace 3: Forced Hot Air, 79 AFUE or higher Make and Model Number Air Leakage: ( ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be I)Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated,the fixture must be installed with a j 3" clearance from insulation. j j Vapor Retarder: f ] j Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: t ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. J Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors,and heating equipment efficiency must be clearly marked on MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 33 Release Ic DATE: 01/03/02 TITLE: Prop. Single Family 1 1/2 Story Dwelling Bldg. I Dept. Use j Ceilings: [ ] I. Ceiling 2: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] I. Wall I: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: ( ] I. Window 1: Vinyl Frame, Double Pane, U-Factor: 0.320 For windows without labeled U-factors, describe features: N Panes Frame Type _ Thermal Break') [ ] Yes [ ] No Comments: Doors: [ ] 1. Door 1: Glass, U-factor: 0.320 " # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 2. Door 2: Solid, U-factor: 0.350 Comments: i i 1 Floors: [ ] j I. Floor I: All-Wood Joist/Truss, Over Unconditioned Space, R-19.0 cavity insulation Comments: Ideating and Cooling Equipment: [ ] 1. Furnace 3: Forced Hot Air,79 AFUE or higher Make and Model Number Air Leakage: [ ] .Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture most be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ] 1 Materials and equipment must be identified so that compliance can be determined. [ ] 1 Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release 1 c DATE: 01/03/02 TITLE: Prop, Single Family 11/2 Story Dwelling Bldg. Dept. Use Ceilings: [ ] I. Ceiling 2: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: ..__-- _ ,-- --- Above-Grade Walls: [ ] I. Wall I: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: [ ] I. Window I: Vinyl Frame, Double Pane, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type_ Thermal Break? [ ] Yes [ ] No Comments: Doors: [ ] I. Door I: Glass, U-factor: 0.320 " ii Panes Frame'fype_- Thermal Break? [ ] Yes [ ] No Comments: _ [ ] 2. Door 2: Solid, U-factor. 0.350 Comments: Floors: [ ] I. Floor I: All-Wood Joist/Truss,Over Unconditioned Space, R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ] L Furnace 3: Forced Hot Air,79 AFUE or higher Make and Model Number Air Leakage: ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be I)Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: f ] 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. f ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on AppficanUDa(e 2 { . Owners Nance. " 2 d: Architect/ � Date Cngineer: f', _ Submit(ed: 0— SUM SUM ft. Dis(rim 1 .000 Sccljon: 1---�-- 13 lock Lot: l('s PI•ojecl / D7 n SubIdivisio6in,, Location: i '�/ w. Name:_ Single 8-, separate Required q Celt( -ation. (Yes l No) ! �a Req• —T— Zouing 0istrio (IAl size: Q Ac((m(. � I (Lo(cuvcr86� tti I'ro c r3 I r.� •�7 i (I mon Pard �v-_Proposcd: J (RS do Pard / Proposer ) (Rear Yard /� 1'ropo;ed�� Project Description: AGENCk EA RMITS Fermi REQUIRED FOR REVIEW N,A. NO YES Numb Suffolk County Health.Dept. New York State D. E. C. Town Trustees _. Town Zoning Board.approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: r D 4'V.Tp- c RDOF I 1 I r GOLD GREEK #3 I N LOT 6.5 r------ m P.REM N I I I i ( 9-5 m JI. BRAPTiNp. INC Is V wr V i 1 W' 3 I wn rrw.nrrl...o.ma I I D"%W S ( r r .jld,.ftmg.vom 2ND nA I d RRO Rattle :t4 h�so4ngdele N.Y. IlT3a esea. Ieap eie-law w. Iraq eu-etea 9• I W At A FVY w D G° v �OFN yt•'� OF -i W Z N 1 VC wr vI A v I Is,v 1-14•v I 1 UZw ��'v 1 1/4• t W vI A9 SS1dAPy I I I I I I I t I I I I I I f 1 I I w�911 N I I F4LNvo Jn 2ND FM 1 I N �• �• 1 w 9• I V4•w I V4'w 4 144•w ]'w WW w W u, ro r w -t,eAv PAN m ID n117 PLUMBING RISER rAl 1,9bl� \O .A_ 16200 rs 4•v 4.7n ArrRp✓BDI 4'w sa"z sy5n t M-1802 BUILDING DEPT. NSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE "'o DY INSPECTOR 76 AW2 BUILDING DEPT. INSPECTION [ ] DATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: j C IV J DATE �Y INSPECTOR , M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ L4--ROUGH PLBG. [ ] FO NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS. L DATE // / ,o 2. INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FO ATI N 2ND [ INSULATION RAMI 11 ' ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE !� Y INSPECTOR C'`^�T/�✓� M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO PLBG. [ ] F DATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �/u ` ?9��rm✓ _ DATE /3 D INSPECTOR ZL M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ F MI G � [ ] FINAL [ • FIREPLA A CHIMNEY REMARKS: 1 DATE J (, INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING FINAL [ ] FIREPL.E & CHIMNEY REMARKS: s DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY REMARKS: _ D DATE ® INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS �roro FOUNDATION(1ST) y ------------------------------------ FOUNDATION (2ND) O 0 ROUGH FRAMING& G PLUMBIN 10, INSULATION PER N.Y. r - STATE ENERGY CODE /O f� - reT 64 FINAL 1 ADDITI N C T 0 � Q � � m V e .. 0 — z m r r y 0 - r ro TOWN OF SOUTHOLD INO PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT AU„ _2 '2()02 Ao you tat a or need the following,before applying? TOWN HALL 't"'} Board of Health SOUTHOLD,NY 11971 0; p r= - -1 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ���6 Survey PERMIT NO. � Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 Ora- Contact DoKi Sx3ev/M Approved 20P� Mail to: 77STCPttf'wt fate Disapproved a/c •PQM CL�fJQtr2 IUY 1177-) _ Phone:G3I- Y75-- 3a la Expiration 20-DX/ 93Y-03�e7 - DO"o Building Inspector APPLICATION FOR BUILDING PERMIT Date ffMA Y 20 Oc;� INSTRUCTIONS 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 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 werk 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 IMUMY 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,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 3Ck'S��d CO. CbtLQ (Signsli a of applicant or name,if a corporation) 77 STr-pt-f ,k fate? ,,299YMJ1-In r AN !/7_72p (Mailing address of applicant) State whether applicant is owner,lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises 3ga2t@ &nU L—gC>., (As on the tax roll or latest deed) If a icant i a e of duly authorized officer �i1e3tBe.� (Name and tole of corporate offi=) Builders License No. Plumbers License No. 3YV6 Electricians License No. 266c 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 l pot Block--Q9 at Lot a Subdivision 9&onnil AMS07 Filed Map No. 853-2 Lot (Name) 6"5- 2. . S2. State exist;ng use and occupancy of premises and intended use and occupancy of proposed contraction: a. Existing use and occupancy Vn7j,+1 ) 6 1 b. Intended use and occupancy 3. Nature of work(check which applicable): New Building_Y Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ���(��, Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor 44 GA If garage, number of cars 6. If business,-commercial or mixed occupancy,specify nature and extent of each type of use. lj1� 7. Dimensions of existing structures,if any: Front Rear rtf Depth Height Number of Stories Dimensions of sam structure with alterations or additions: Front /L�14 Rear Depth iL Height it _Number of Stories ili/ __ S. Dimension of entire new construction: Front SP `Of Rear -­S D r o' Depth .SO f Height Number of Stories - 9. Size of lot: Front—__L-2Rear /7.jf Depth S<S9 - 10. Date of Purchase Name of Former Owner 61 J O Scn� 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES! NO_,�'_ 13. Will lot be re-graded?YES_,NO'Will excess fill be removed from premises?YES NO_ 14. Names of Owner of premises C22ff,Jc Address I,:;,-pasyrt+cxire. Phone No.g's Z-V75--&tQ Name of Architect Address Phone No Name of Contractor<toc:o eneel«o_ ee�. Addresso _i?hone No.031- W751 ea 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO * IF YES, D.E.C. PERMITS MAY REQUIRED, v 6. Provide survey;to scale,with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. TATE OF NEW YORK) SS: OUNTY OF _ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signingcontract)above named, )He is the eqc; (Contractor,Agent,Corporate Officer, etc.) said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; t all statements contained in this application are true to the best of his knowledge and belief; and that the work will be formed in the manner set forth in the application filed therewith. 3m to before me this day of ® 2002 NotarySANDRACOLQUNOUN � igoaritreOfApplicant Notary Public,State of New York No.52.4765962,Suffolk Co ary Term Expires July 31,2 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 08/02/02 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Total Paid: $10.00 r c Name: Gold, Creek Building Co Corp 27 Stephani Ave East Patchogue, NY 11772 Clerk ID: LINDAC Intemal ID:60867 t"T }T�q LISA McQUILKIN LAND SURVEYING 102 MAIN STREET WEST SAYALLE, NEW YORK 11796 PHONE: 631-563-4952 Lar Am /I (VACANT) y N 51. 00' 30" E ' 464.62' 7 I Cd H Z " ca to c at at _ �`l M AND s"' n O 1 I _ ens irlg Pr v .'� I PITO OvKD ►L9� ''Lp' '10L, P . a ,a GAR a I 0 b I a Ea A SURVEY OF ` " ` " CJI I 60• MIN SO I a s9 ,.^ LOT 5 tr; APAP OF " C DEBORAH EDSON d o AT CUTCHOGUE S T coI ,•L4� ro TOWN OF SOUTHOLD, N NN1�-3t.ro ❑ `� s STATE OF NEW YORK " S 51' 00' 30" w LOT 6 459.79' " (VACANT) SUFCDtJ FOLK N ~ ' J 0 PAR-MEN7• OF --.�..,..••_.•.' t"i: HES. TEST HOLE � PERMIT FO RAPPJ?OVAL Or CONSTRUC;!J;? ..'v , �-:.�5 AS PER FILE MGP � � o '2({ 0' I SINGLE R�:R:i?.r.rz�SJL1E>' , TDP sDJL SCHOOL HOUSE LA. or�L<, DDATe6 LOAM J�A1N g0A APP :O�`_, � _tom -oa of /0 4 PINT SAND L EXPfP c —y^-- EEeR. �;n�r GRAVEL UNAUTHORIZED ALTERATION OR TO EXISTING STRUCTURES ARE FOR A SPECIFIC r, ADDITION TO THIS SURVEY IS A .. VIOLATION OF SECTION 7209 OF THE PURPOSE AND ARE NOT TO BE USED TO ESTABLISH CERTIPIND T0: NEW YORK STATE EDUCATION LAW PROPERTY LINES OR FOR ERECTION OF FENCES r r` LIBERTY S4VINCSra4mr S.C.7.M. III 1000 - 0702 po /02 00•-P/0 06.500 MICM ABSTRACT SERVICNS COPIES OF THIS SURVEY MAP NOT BEARING CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY F/RST AMERICAN TIFLN INSURANCE CO. THE LAND SURVEYORS INKED SEAL OR IS PREPARED AND ON HIS BEHALF TO THE COMPANY, GOVERNMENTAL AGENCY, AND LENDING 5-24-02 COLD CRNEA' BUILDINC CO. CORP. EMBOSSED SEAL SHALL NOT BE CONSIDERED INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTITUTION " TD BE A TRUE VALID COPY CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS .p; FILE N0. 0380-02 SCALE:! 50' ,{ LISA McQU1LKIN LAND SURVEYING 102 MAIN STREET WEST SAYVILLE, NEW YORK 11796 PHONE: 631-563-4952 LOT 4 �m (VACANT) u �+ 1 tEOF WIyy i N 51. 00' 30" E r 464.62' wo f a Lo LIP ILN LOD ,n A C9 A S 2.0 0 A g K LA '� TTO Dao D r r = gym I 4.o iCL m A vNi n 10 a a 2,03.37 SURVEY OF cviT v o LOT 5 =D o I p C^ Z MAP OF OD o DEBORAH EDSON AT CUTCHOGUE TOWN OF SOUTHOLD, n STATE OF NEW YORK S 51' 00' 30" W LOT 6 459.79' � (VACANT) I I 0 TEST HOLE AS PER FILE MAP 0 TOP salt SCHOOL HOUSE LA. LOAN MAIN ROAD SAND 6 Er F�� e' 7 2002GRAVEL12p '3 UNAU THOT RATION OR TO EKSTING STRUCTURES ARE FOR A SPECIFIC j i0 CTI SURVEY IS A VIOLATION OF SECTION 7209 OF THE PURPOSE AND ARE NOT 70 8E USED 70 ESTABLISH CERTIFIED TO: NEW YORK STATE EDUCATION LAW PROPERTY LINES OR FOR ERECTION OF FENCES .vNDER CONSTiIVGTTeJJ 99.0,2 LIBERTY SAVINGS BANK S.C.T.M. M 1000 — 0102.00 — 02.00 —P/O 06.500 MKM ABSTRACT SERVICES CORES OF THIS SURVEY MAP NOT BEARING CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY FIRST AMERICAN TITLE INSURANCE CO. THE LAND SURVEYORS INKED SEAL OR IS PREPARED AND ON HIS BEHALF 70 THE COMPANY. GOVERNMENTAL AGENCY. AND LENDING DATE: 5-24-02 GOLD CREEK BUILDING CO. CORP. EMBOSSED SEAL SHALL NOT BE CONSIDERED INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTITUTION 70 BE A TRUE VALID COPY CERTIFICATIONS ARE N07 TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS REVISED: 6-7-Oz FILE NO. 0380-02 1 SCALE:1". 50' V,10 - oa - oIto LISA McQU1LKIN ` " • LAND SURVEYING 102 MAIN STREET 203 R;1 I l P I: 23 WEST SAYVILLE, NEW YORK 11796 PHONE: 631-563-4952 LOT 4 y I (VACANT) N -� x �EOFNt I N 51• 00' 30" E 464.62' y�P ZNG -o? 4i J Z W a "1 z WNOP1* C ' Imo, + I GRU SN Hb STONE is In n 6A I 4lCD re " CoayNA3.a I 70 r 203.4• 111.3 = SURVEY OF I ' �_ v if LOT 5 z o° ,ems - - u1 a DEBORAH EDSON T CV' TOWN OF SOUTHOLD, " _ ._,—_. - - STATE OF NEW YORK i�'1 S 510 00' 30" W LOT 6 459.79' " (VACANT) I I TEST HOLE • - �(; .C. Z •L I/L' AS PER FILE MAP I '- - TDP SOIL J' SCHOOL HOUSE LA. 1 LOAM D �A;N ROA 4' SAND 6 GRAVEL 20' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A TO EMSTING STRUCTURES ARE FOR A SPECIFIC FINAL : 4 - 23 - 03 VIOLATION OF SECTION 7209 OF THE PURPOSE AND ARE NOT 10 BE USED TO ESTABLISH CERTIFIED TO: NEW YORK STATE EDUCATION LAW PROPERTY LINES OR FOR ERECTION OF FENCES ATNDE0. C.OFISTRUCTIoN 9.9'n;L LIBERTY SAVINGS BANK S.C.T.M. // 1000 - 0102.00 - 02.00 76.500 YXN ABSTRACT SERVICES COPIES OF THIS SURVEY NAP NOT BEARING CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR wMa+ THE SURVEY FIRST AMERICAN TITLE INSURANCE CO. THE LAND SURVEYORS WED SEAL OR IS PREPARED AND ON HIS BEHALF TO THE COMPANY. GOVERNMENSAL AGENCY, AMC LENDING DATE: 5-24-02 COLD CREEK BUILDING CO. CORP. EMBOSSED SEAL SMALL NOT BE CONSIDERED INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES AL THE LENDING R SUBSEQUENT TO BE A TRUE VALID COPY CERTIFICATIONS ARE NOT TRANSFERABLE TO ADQTIQ/AL INSTITUTIONS OR SUBSEQUENT ORNERS REVISED: 8.7 OZ FILE N0. 0380-02 SCALE:1'- 50' ,_ 4"x12" GONG. CONCRETE & FOUNDATION NOTES LEGEND 5TRINGER PAD 52'-0" (TMP) I, All footings shall bear on virgin soli having a minimum bearing capacity of two (2) tons per square foot, Ali exterior footings shall be a minimum of 3'-0' below grade unless noted otherwise In plans. ^^'^-'T-""r'-' NEW FOUNDATION 8„ 22'-01" 5'-q" 6'-O" 5'-8 " '-O " 6' 11, All existing f10, roots and other unsuitable bearing material shop be removed ( )3 13/4"x117/B"M.L,GDR and footings carried to the bottom of such excavation. Contractor to verify assumed soli bearing capacity and assume full responsibility for same. Contractor to notify the Designer of any soli variation or condition adversely affecting assumed bearing capacity prior to the pouring of any footings, 11I, Minimum compressive strength of concrete at 28 days to be as follows, NEW PARTITION 4'-5° p. Footings, piers, foundation waltsi pc = 3,000 ps,l, stone concrete, ' c B. Slab on grounds pc = 2,500 ps.l, concrete. 41x4" P05T E Superstructure, slabi pc = 3,000 p,sl stone concrete, _ __ _ 1 IV, Anchor bolts shop be 1/2' dim, x 18- long set approx. one foot from corners - 111 ON 12N56" and spaced there 6-0' ac.. Set Anchor Bolts either side of all openings and 1_ r _ _ __ _ _I SONOTUBE minimum of two bolts In any one sill. EXIST. PARTITION V. Perform required alteration to existing concrete. New work Installed adjacent _ (2)2"%12" GD_R �® (2)2"% 2" GDR (FTG) to and connecting with present work shall match existing, Joints between new and ------ existing work shall be troweled smooth and even, Provide expansion Joints, —�� n ✓ VI, Provide continuous metal termite shield with it Joints seated along perimeter —���� DEMOLITION wails and shielded termite collars at plumbinges in crawls aces unless _______ otherwise noted, 8"X6"X1/2" - I ( VII, Footings at different levels shall be stepped so that the clear distance PARTITION/FOUND. DECK ABOVE between adjacent bottom edges shot( not exceed a slope of one vertical to two STEEL BEARING4"STC,COL, I I I horizontal, PLATE 111 VOL BackPRl shall not be placed against foundation watts until the concrete Is of / 0. sufficient strength and untll the walls are properly braced top and bottom by the (4) 1/2"X12" QI ,�T U I horizontal floor or by adequate temporary bracing. STIFFENER v o G IX. Concrete Foundations shalt be poured continuously. If pour Is Interrupted a ANCHOR BOLTS 1 I Q _ Q _ - 1 I vertical key shall be provided. Horizontal Joints are not permitted, a Iy O =e] sol pipe silver, SMOKE DETECTOR PLATES B _ I % .D •D % I X. Contractor shall verify dimensions and locations of slots, pp GD a - G Inserts, anchor bolts, electric conduits, etc, as required far trades before placing J (OPTIONAL) �-r - ryl x ® x ay -ryI concrete, RJ ry lyI I XI. Concretei Work Includedi VI A. All footings, foundations, steps, platforms, etc„ as per drawings. U 24"X2471 2"FOOTING I I I I B, ALL concrete slabs. G . j C. ALL other work as required by drawings. .Q.91,. . in I 21)}81 LEDGER BOLTED TO D. Set Anchor Batts. v IV. Damp Proofing, Work III IHOIJSE TECO ALL D.J.D. " • a a ^ J. AAll surfaces to be damp proofed shell be dry, clean and smooth, free of dust, (SSE NOTE P. A-3) dirt, voids and cracks and shard projections. B. Allow 24 hours prior to y when til to n . • u n .a�., C. Apply mastic emulsion only when temperature Is 90 degrees F and rising and In a n . • • • "� . D. weather, • 4 w I 692 —632 D, Apply Celotex Trowel crawl or approved equal an oil foundation walls below e grade is basement and crawl spaces. INE OF 5/5" TYPE X * I E. Mastic shall be applied at the rate of 1/8' {hick wet, a o YP. BDR. ON CEILING =I� g I I PLUMBING NOTES 9 - , In xl0_ _ I, Alt plumbing work shall be In strict conformance with all state and local codes. • < ( I V fry II, Hot water heater shop have a maximum temperature setting of 140 degrees F. LL d ml U� III, Provide hat and cold water supply (Ines to a new refrigerator as required by Q� o r W Uu. I I manufacturers specifications, LILLY COLUMN DETAIL = _ Q� u I I I . Provide Insand relocate a all new piping as required ed code. Iry 0.p ; IL ml� Q O V. Remove and relocate all existing piping as required to assure the proper execution of the work, x r �� ANEW ° g VI. Below ground waste lines shall be XH,C,I. piping, (V Ig; 'q. (Q �-� (� R Q- I I VII, Potable tines shall be type L' copper. SCALE 1/4" = '-0" - F ® Ij uu(, O F- '}' l0� ® VIII, All gas or all piping required shall be performed by the plumbing contractor. tON Q o 1 [till 1 F ry IX, Sanitary disposal system shall be County Department of Health Services r-/ 0.p 1 �ln ,t I(8 approved for design and Installation. The Owners Surveyor shall be responsible IUIU for design and locations of these facilities as well as obtaining all permits or I I aPProvra d, L r J - X. Contractor shall provide hot water baseboard heat throughout nt perimeter S'7'^ walls umless otherwise noted, XI. Water be main most be part away from the sanitary disposal system and 4'-0' deep, IL 8" FND WALL (TYP) re iv bearing walls or partitions, no stud Is to be cut more than 1/3 It's depth to receive piping, duct or electrical work, 03-02 I FOR FILING d PRICING - C3) 3/4"x II -1/8" M.L. 1 1 (3) 1 3/4"x II 9/8 M.L. x K �_+—_—_—_ FINISH WORK NOTES DATE. ISSUE NO. DESCRIPTION t ry GIRDER I i6 m1 ' I6" P.G. TG. ( ) 1, Trim, moldings, casings, window frames, etc, shall match existing unless otherwise N - - tg GIRDER noted on drawings. POCKET POCKET L_ _J I I 2, All Gypsum Board walls and callings shat) be {aped and speckled ready and • I 11'-I" 8'-2 " 8'-6 " O�`1 II'-3" acceptable to Owner's painter unless otherwise agreed to by the owner . 3, Contractor shot[ provide wood steps to grade. Number of steps as required by F- --I I code. All deck [umber to be wolmanlzed or CCA. q 4, Contractor shall provide gutters and leaders as required and shall connect CONTRACTOR SHALL VERIFY -pp 4" L G - I - d) T ALL FIELD GONDITION5 AND Y 1 ) 13/4"x II Y/8" fd (3 I B/4"x II -1/8" MJF. 13/4"x II "1/8" M.L. I m them to the approved storm water drainage system, DIMENSIONS AND BE 5, Contractor shat seal and prime all doors Immedlatety upon Installation to avoid RESPONSIBLE FOR FIELD FIT iI r V gj FTG. (TYP) 1I 1 _ 1 warping• AND OUALITY OF WORK. i� u Iri v LL ( ) 4 _BAR L_ _J L_ L D J 4 L.G. I I 4 6, Door manufacturers shalt certify that their products meet minimum 'U' values NO E IN BEHALF SHALL BE �%� B r O 16"%36"x36" P.G. Indicated and air Infiltration rates as per the NY State Energy Conservation G MADE IN BEHALF OF THE �i, ' �� EACH WAY G OONTRAGTOR FOR ANY O g6 m =1 I 8' Construction Code, All exterior doors to have a minimum 'U' factor of .20. 4'�.if la ��! - _ r = J F G. (TYP) ''F ERROR OR NEGLECT ON Gp-31 ag LL I I 7, Glass In doors, windows, side lights and showr- enclosures shall be sized, HIS PART. 0 Q- D I xl ( ) M4 RE-BAR constructed, treated or combined with other oaterials as to minimize effectively - t83 1 E GH WAY the posslblUty of Injuries to persons In the event this gloss Is cracked or broken F (2) 5/4" x 11 'V8" M.L. HDR tj to 0 I •, I In accordance with Sec. R308.1 of NY Residential Lode. Is mtn mh -I 8, All mew windows shot be perms-shield finish In white as manufactured by T ,��-v�� �T�� '- 8" F WALL (TYP) _ -1 o Anderson or approved equal - furnished with Insect screens, grilles, Jamb V L DilAl' l ING� INC. - � extensions, trim, etc„ with 5/8' Insulated glass uMefs otherwise agreed to. 9. Wlmmow manufacturers shot( certify that their oroducts meet minimum 'U' values O I I I Up0.. Indicated and air Infiltration rates as per the NT .:tote Energy Cunservatlon & ➢RAEfBEIE� All Types Of Plans Drafted ' I6" P.G FTG. (TYP) V I N Im I Construction Code. Al( glass areas to be doubrf glazed with a minimum 'U' factor JO®Q N of 0.32, '� ,; Providing The Finest In Affordable o — — — — — — — — — — — — — - I ag 4" P.G. SLAB GENERAL NOTES DraJlingScrvices 1. Engineer not responsible for Jab supervision, ry �; 6 MIL POLY STEP FTG. aI VE ; 2. Contractor to verify adequacy of existing faundatlon, 2:1 MAX I I ® VAPOR BARRIER r - F ® bearng walls, and headers to bear new second story construction, www. - Far ting, ale d3 =13 �ry �tJTI v 200 Route -1 • Farmingdale N.Y. 11819 (� r 3, THESE DRAWINGS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION E, 735 +o ELEV. r % 0. T __ I ��� I 1 THE UNDERSIGNED AND TO THE HEST OF THE UNDERSIGNED'S KNOWLEDGE, Phone (631) 843-1849 FaX (831) 843-8190 IR• 'A t0 BELIEF, AND PROFESSIONAL JUDGMENT ARE IN COMPLIANCE WITH THE DI NEW YORK STATE ENERGY CONSERVATION CODE PITCH SLAB 1/8" AND THE NEW YORK STATE CONSTRUCTION COBE. PER FOOT TO I - 4. IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A REGISTERED ARCHITECT OR A JOHN GARAGE DOORS I < m JOHp f I LICENSED PROFESSIONAL ENGINEER TO ALTER ANY ITEM ON THIS DRAWING. N TEUFELi I .E. L — — — — — — ALL (ALTERATION MUST BE MADE IN COMPLIANCE WITH THE NEW YORK STATE ,a •, EDUCIATION LAW, CONSTRUCTION CODE, THE UNDERSIGNED PROFESSIONAL WHOSE SEAL APPEARS HEREON ASSUMES NO RESPONSIBILITY FOR ANY SUCH ALTERATION NY5 LICENSE NUMBER 061438-1 O OR RIE-USE WITHOUT HIS WRITTEN CONSENT. I/2" LOWER THE LIABILITY OF JL DRAFTING, INC„ & JOHN TEUm' . INTERRANTE FOR ERRORS, OMISSIONS O1 I I I u U 11 I 5 AND/OR NEGLIGENCE RESULTING IN PERSONAL INJURIES, PROPERTY DAMAGE, OR ANY 200 ROUTE 110, SUITE 1B 4 I I UNEXCAVATED o O O (� CONSEQUENTIAL DAMAGES IS LIMITED TO THE AMOUNT OF THE FEE PAI➢ FOR THESE DRAWINGS. Q - Q - Q T THE RETENTION OR USE OF ALL OR ANY PART OF THESE DRAWINGS WILL CONSTITUTE ACCEPTANCE FARMINGDALE, NY 11735 ' I .D •lT t0 I N OF THIS LIMITATION OF LIABILITY. JL DRAFTING, INC, t JOHN TEUFEL, INTERRANTE TEL: (631) 755-7920 4 P.G. SLAB I % ® % 0 HAVE NO LIABILITY TO PERSONS OTHER THAN THE CLIENT FOR WHOM THESE DRAWINGS WERE FAX 631 843-6190 ry ry (V PREPARED. ANYONE OTHER THAN JL DRAFTING, INC CLIENTS WHO RELIES ON THESE DRAWINGS ODES ( ) 6x6-VII. WWM I SO AT THEIR OWN RISK, COPYRIGHT 1999 JL DRAFTING, INC, • • _ PROJECT TITLE: I I •. I -VO' II/2"LOWER -- - ( . - - - - - - - - 1 8"x8' P.G. WALL O GOLD GREEK #3 4"x4" POST GLOT 6.5 I I ON 12"x 6wesse6'-O" I'-O' 50NOTU36BE -} Iwe (FTG) f +O ELEV. +8 ELEV. �' O NOTEr ACCESS TO 2"x8" LEDGER BOLTED In I I — — —I r GRAWLSPAGE TO BE TO HOUSE TECO ALL 1— —I PROVIDED D.J. DRAWING TITLE: 41Ix12" GONG. — — — — — — STRINGER PAD PROPOSED (TYP) SINGLE FAMILY n'-o^ 12'-0" 1 1/2 STORY DWELLING DRAM BY, DRAWING NO. FOUNDATION/CELLAR PLAN K.J.B. GHEGKEV BY: J.T. • SCALE: I/4"=I'-O" SCALE. AS SHOWN DATE: TUBE NO. PROJ. NO. -f-02 02-541 117 17 2002 T'. I LEGEND 2"x61 GGA TOP RAIL NEW FOUNDATION 2"x2' GGA 5PINDLE5 NOT TO EXCEED 4-1/2" O.G. SPACING 6'-0" 5'-q" 2"x4" GGA RAIL TRIM ' NEW PARTITION 4 2"x4" GGA BOTTOM RAIL m 4"x4" GGA P05T a 4'-O" O.G. p Q= EXIST. PARTITION v ® DEMOLITION PARTITION/FOUND. METAL JOIST HANGERS-- No „rzr-K..� O ® D SMOKE DETECTOR ry VqOOD OR JOl5AM TMETAL I-JOIST -� HANGER cr 2'-0" GA T. MAX. ROO SECTION THRU RAIL o DECK It PLYWOOD I-JOIST 10 OF OM Tye • 3 SCALE: I" = 11-OW • _ (2)2"X511 HDR. 2 2"x6" H R. 2"x12" HDR. (2) 1 3/41' x 14' M.L. HDR I Ito I 5.0" DECK NOTES: 1. ALL WORK SHALL CONFORM TO THE REQUIREMNTS I \ I UL LISTED f 2,xj N OF THE NEW YORK UNIFORM FIRE PREVENTION AND BUILDING CODE PINSTALLED PER I Illy I SHALL CONFORM TO IF RECOMMENDATIONNS OF THE NEN YORK STATEE y U V MFR'S NSTRUG. I - x 1 SR ST x 1 CONFORM BUILDODE ING THE RE MANUAL. NTS OF ANY OTHERO vu.0. \ o 0 o m Gy.6'-O" AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR I -JO I ST/WOOD I I X ry ® MASTER n ® I I� / It SHALL OBTAIN AND ARRANGE FOR ALL REQUIRED 1111 1 PERMITS, INSPECTIONS,CERTIFICATES AND TESTS. BEDROOM l I ry / 2. ALL CONCRETE WORK SHALL CONFORM To THE \ REQUIRMNT5 AND RECOMMENDATIONS OF act-301-04 I \ p- 1 4"x4" WD POST I� I 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR VO P1 ' BIILDIN95' (Ic•3500 P51)IREINFORGING STEEL SHALL FROM ABOVE CONFORM To 119TH A-615 GRADE 60. j- II TO HDR I'2 3. ALL DECK LUMBER SHALL BE PRESSURE TREATED DRKER NOTE: ®v GREPIT ROOM I I 40 GOA SOUTHERN YELLOW FINE k2 OR BETTER. 03-02 FOR FILING E PRICING / I Q RAF. 4. ALL FOUNDATIONS SHALL REST ON UNDISTURBED LIN. 4 I. DR TO VENT TO EXTERIOR. "X4" P05T NAULI�D GL61 I I FOLLOW '5 SPECIFICATIONS FOR I O O SOIL OF 2 VERIFIRIThIE LEVEL ICF AGGEPTABLE DATE, ISi5UE NO. DESCRIPTION 19 *F M ABOVE I 4"x4" WD OST I O BEARING STRATA IN THE FIELD. ROOF RAFTERS 1 MAX. LENb OF VNT DUCT RUN. d ®16" O.G. )2"xl0" 2)2"xl \ TO GDF FLOW 2"x8" G.J. I I B. THE CONTRACTOR SHALL VERIFY ALL EXISTING / CONDITIONS AND DIMENSIONS BEFORE STARTING G _ a • 16" OG L Ito CONSTRUCTION AND SHALL NOTIFY THE ENGINEER E ek = OF ANY AMBIGUITIES OR DISCRPANGIES BEFORE _°. ��`o0 I' j = 0- . O , PROCEEDING WITH THE NIORK. IF ANY QUESTIONS CONTRACTOR SHALL VERIFY HURRICANE CLIP 1 ry _ i DRYER ryIL1 \ / / _ O x ARISE BEFORE OR DURING CONSTRUCTION AS THE ALL FIELD CONDITIONS AND o INTENT OR DETAIL5 OF THE DRAWIN65,THE CONTRACTOR DIMENSIONS AND BE 616" O.G. O -1' 5" (REF) �D ry pl I `� X KITCHEN C N SHALL NOTIFY THE ENGINEER FOR CLARIFICATIONS RESPONSIBLE FOR FIELD FIT lir 1 0 (� NDw41L ry I ry I y AND/OR INSTRUCTIONS. IF THE CONTRACTOR FAILS TO I � DOUBLE U I \I/ _ I" NO ALOLOWANCES SHALL BE Z �q WW _ FOLLOW THE ABOVE THE CONSEQUENCES UE CES O ASSUME ALL MADE IN BEHALF OF THE TOP PLATE I u BATH LAUNDRY RESPONSIBILITY FOR THE CONSEQUB'IGES OF HIS « P ACTIONS AND/OR DECISIONS. CONTRACTOR FOR ANY D�ry 1 ERROR OR NEGLECT ON �'I j3�/ , _ 6. THE ONWER SHALL ARRAWL FOR SUPERVISION OF - �'�:' c 100 ® \ - THE CONSTRUCTION WORK TO INSURE COMPLIANCE WITH HIS PART. ` 51 STUD WALL 1 0 X ® I / I �i 206H 068 P b `fl — —— I 1 43 THE CONTRACT DOCUMENTS. IG�PML 'ry _ I _ _ m T 9. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE 1 5'-p" OVER SCALED DIMENSIONS. 100 3'-O" I O 1 � 12 2,_4.. O2"xl0" HDR � :: JL DRAFTING, INC. G BAT O pgpP SMC All 7)Wes Of Plans Drafted I/2" X GWB O XI \ I'-O" I 4`Tr 2 Pravidin The Finest In ordabk O I 0.J• - 4"x4 WD POST VE \ I= Drafting F M ABOVE' I � 1 �¢ g 1:)119 Servtet� HURRICANE CLIP DE7AIL 1 Z� 7 TO HDR -4111 \ 1E 2"x6" G.J. ip I/2" N E X GWB _ FOY\LR - o Ib" OG n J r 4 III AULTED G0�) I dl R ' www jldarming.Com W O 1 r 200 Route 110 • Farmingdale N.Y. 11735 N.T.S. 1 22-2 -a u 5100y ry - ' - -11x DINING RM ry x1 Phone (631) 843-1949 Fax (631) 843-8190 DBLE G.J. - _ - x 14" GA. PAGI IGW�p '1" JSTS ® m�III^ 'S'-10" (REP)REF) -I'Illm\ 60 SERIES W OR tlPl I 4"X4" POS I -11I I JOHN Ti=UPEL P.E. TO BELOW n ;Ib ® ICS OG I FROM ABO I PIPE OR OTHER C I NYS LICENSE NUMBER 061438-1 PENETRATION 1 Q 1 _ 1 _� _ — TW5�46-2 — — TI 5046-2 1 DBLE G J. I2 200 ROUTE 110, SUITE 1B J Q I I —1(2)2"xl0" HDg( FARMINGDALE, NY 11735 3/4" PLWOOD (2) 2"X4" TOP PLATE 1 l9 / -Ki L 1 I TEL: (631) 755-7920 FLOOR d 2 GAR 6ARA6E N Z °o o FAX (s31) 043-slso 4 X Q NOTE: PR�VIDE ry to Cp 11'-1�' �5'-II" I x II'-T' I PROJECT TITLE: 1 _ I 5/6" 6WB ON ALL WALLS _ a GLS:TYr. FOR A 11 til X 3/4 FIRE RATING, \\ � 1 _ DBLE c.J. _ _ — yl X v xMDR. `APPROVED NON-COMBUSTIBLE ( m 1 m 14" 6A. PAGI IG WD "I' J5T5 Naller Plate Construction LINE OF LOT 6.�✓- FIRE STOP MATERIAL. -nTj I I 60 SERIES W OR CSPI ® Ili" OG 19 EXIST. HOUSE deckln fastened / 17ETAIL FOR G _ v DBLE G.J. Od galvanized nalls � _ I g FLASHING FIRE STOP I 14" GA. PACIFIC WD "I" J5 TW50 6 deck jolst-I6"o.c.(typ) DRAWING TITLE: 60 SERIES WI OR GPS ( X DR. 2"x10" Cato ledger plate screwed 0 16 OG — — — — — to existing hose PROPOSED T1,66146 — — L — — 2 x DR. — J 3/6"x T' long galvanized) lag screw p SINGLE FAMILY — — w/ matchingwasher, Staggered a 16"o.c. 1 1/2 STORY DWELLING 2"x10' RIDGE x� 2"x6" 1, o Into floor olst m 16" OG m IB" OG 5'-6" 8'-q" 8'-q" 6'-O" 2"x8" galvanized metal JOlet 1101190 0 0 2' 29'-O" SECTION - DETAIL OF F I RST FLOOR PLAN DRAWN BK.J.B. DRAWING NO. NAILER PLATE ® HOUSE CHECKED BY: SCALE: I/4"=1'-0" 521-0" J.T. A-2 N . T . 5 . SCALE: AS SHOWN DATE. TUBE NO. PROD. N0. 7-02 02-347 I! LEGEND ^— -r NEW FOUNDATION la-o" NEW PARTITION 8 EXIST. PARTITION DEMOLITION PARTITION/FOUND. I \LINE OF 15T FL. WALL BELOW - --- - ------ - --I— (2) B/4" x II !/5" M.L. HDR — I -- - - -- ----/ I ®D SMOKE DETECTOR OF BOOM I _ \ SEE ROOF FLANd I \FOR R.R. 51ZE5 a 16 OG I \ I K "x12" I 2 a 16" OG \ 4"x4" POST TO in \y�q BELOW-TYP. % / OPEN TO j \ ry p BELOW \ P1 3/4" x 14 -L. DR 4"x4" POST TO I LOAD BEARING R.R. \ KNEE WALL ABOVE "D / HDR BELOW I I • Ib" OG \ p / 0 161, OG / SEE ROOF PLAN I 0 2'-C11 5 0" NGL. 4N4" P05T ro �N �Q ,t�/ FOR R.R. SIZES \I/ ry ® Z ry BATH ry ; a/ u 1 j in -_ _ � � I I I 4 t d BEDROOM n EOd]EE1Y FAN 5' 16 fV D I I 03-02 FOR FILING f PRICING m ® BG V ® Q I I DATE: 155UE NO. DESCRIPTION iv ry SD � 668 ✓"'=' _-.._ a / x ® 6' OCi I 0014TR C CONDITIONS AND �/C \i e(/� •�',�\',. 2666 Rl KI I DIMENSIONS AND BE ®/ \ _ \ I RESPON5115- FOR FIELD FIT c it P SD Iry (2)2"x12" HDRNOA �Q x LINE OF 15T AND OUALITY OF WORK. 4 2068 / 1 " x I I ]/8" M L 4 — \ — 4 R.P. MEET i i FLOOR WALL BELOW ERROR OR NEGLEMADE IN BEN F CT Ory BE 6' b 4"x4' P029TI Tg/ 1 2 2 x / ry BELOW 1 ni rj. 4. I B eD J OM PEN T4" P05T TO I Q I III I \ Ir NDR BELOWNo I 2®b6„l G\ \y 2"x6" R.R. Ib 02 I \ I I :: JL DRAT ING, INC. IIID — — — 7 �p —NV ® 16” OG I m 16" OG I I I ORAFISEarN All Types Of Plans Drafted ROOF I I I a"V.T.R. _ �'Qm� Proyidin The Finest In d�rdabk II 14'1.9„ 2"x10" HDR — _ I I I $4 g /"' I I _ - --- -- - _J I I Drafting Services " TMO46 TMO46 ZIOLOO46 — — — -i 1 ,00 M 200 Route 110 • Farmingdale N .Y. 11735P.RISER OPhone (631) 843-1949 Fax (631) 843-8190BELOW LINE OF: ROOF OVERHANC, BEDROOM \ny 1 d / R. al R.R. \ I I 1 I 9 5 I — — — 2"xb" I.J. r ® ® / 16" OG I a 16" OG \ s" V 1-1/2" V I 1 1/a" VI II \ "X6.I c y� / \ I JOHN TEUFF=L, P.E. I I 1 � L - _ —I- - - - - - 1 I NYS LICENSE NUMBER 061438-I 200 ROUTE 110, SUITE IB I I 2ND FLR FARMINGDALE, NY 11735 2"x12" R.R. 2"X12" R.R. I I ' s" 11/4" w —720 SEE ROOF PLAN FAX (631) 843-8190 1 FOR R.R. SIZES col s" w n I I I of OM - I J PROJECT TITLE: I HDR — — — --T--- *_ -rt--- -- - -- - -- ---i -- I - --- 1 I 1 GOLD OREEK #3 —� OF OM 1 1/4" VI 1-I/2" V i -1/2" V i 15" V 1-1/2" V j 1 112"I V 13" V 1 1/4")V 1 1/4' Vi LOT (b.5LINE OF 15T I FLOOR BELOW I I I I I 12'_0" REP. I wASH TO D 2ND FLR I MACH 1 1/4" w s^ 1 n• w s" 1 1/4" M 1 1/4"w DRAWING TITLE: W Gp1 W W LEAD PAN PROPOSED SINGLE FAMILY I I/2 STORY DWELLING FAI 4" TO APPROVED 4" W SEPTIC SYSTEM DRAWN BY: DRAWING NO. SEGOND FLOOR FLAN FLUME 1 N(�l 7 RISER IN PI 11 K.J.B. N HUS CHECKED BY, SCALE: I/4"=1'-O" NO SCALE SCALE J.T. A=S AS SHOWN DATE: 7-02 TUBE NO. I PROD. NO. 02-34"1 LEGEND 777 NEW FOUNDATION NEW PARTITION EXI5T. PARTITION B y DEMOLITION PARTITION/FOUND. ® SMOKE DETECTOR D r� - -- --- - - -= ---� 12"x8" G. IES I CHIMNEY ® 4 OG iV I 2"x10 G.J. I x IV ® li '70-16, 0c, i N r , 2"x12" R.R. 2"x12" R.R. o 16" OG • 16" OG 5EARIN(9 KNEI WALLS I y' F'+'�y4 I I TO R.R. PRON TO BACK I h 2"X12" R.R. ® I6" OG (2) R.R. I ` 2"x12" R.R. I I • 16" OG I J I I I I � 40II II pVE,� AY ROOF i 03-02 FOR FILING t PRICING �1 tV a , DATE: ISSUE NO. DESCRIPTION !I ! -+ " 7'x10" RI D&E II � �o I II I x ® I I I r u I I I FIN CONDITIONS SHALL VERIFY III d O , r I ABEAND AND BE •p ,(V I 2"%12 R.R. E FOR FIELD FITAMP OUALITf 1 ' ® 16" OG NOES SHA L BE I + I ALF OF THE�( ERRO CONR NEGLECT ON TOR FOR ANY '�J�y/ i HIB ANY am OEM n ® 1(2) R.R. (2) R.R. rite ryl I (2) R.R. JL DRAFTING, INC. - J J �__ _ � i 211x1 " G.J. I orsnrrsNc ,ao 7)yes of Plans Drafted V 19 rr-- 1 1Ni ... • 1 P. OG I I 2"x10" RIDGE j (2� R, I 2x8' R.R. Providing The Finest In Affordable fordable m rile oc ® I6" a , I Drafting Smicesn - - 4411 - - w110 - Far ting ale,� I ,t• 200 Route 110 • Farmingdale N.Y. 11735 ,(2) R.R. SEPI ly O Phone (631) 843-1949 Fax (631) 843-8190 k K o 2x, J 00 111! � + ® J ry I jr D 'ry �D ryl m 2"xH' R.R. 2"x8" R.R. JOHN TF-U�EL, P.E. iv U = % I I x e x e ® 16" OG ® I6" OG 10 (2) R.R. iv I ri iv NYS LICENSE NUMBER 061455-1 00, r J i i RR �� RR 200 ROUTE 110, SUITE 1B K •Ie a •Ie a i FARMINGDALE, NY 11735 '� II TEL: (631) 755-7920 ip I 7'x10" RIDGE 2"X1211 R.R. I x ® 2"x10" RIDGE FAX (831) 643-8190 IV ® Ib' OG I PROJECT TITLE: IL ---- -- - I GOLD GREEK #5 LOT 6.5 2'xb'RR 2'xb' RR '%016- 00 • Ib' oc 7'x10" RIDGE DRAWING TITLE: PROPOSED SINGLE FINMILY 1 1/2 STORY DWELLING DRAWN BY: DRAWING NO. K.J.B. ROOF FRAMING PLAN CHECKED BY: J.T. A-4 50ALE: I/4"=I'-O" SCS' AS SHOWN DATE: TUBE NO. PROD. NO. 1-02 02-341 II LEGEND NEW FOUNDATION 12� 12 2 ' NEW PARTITION 12 ASPHALT SHINGLES-TYP. EXIST. PARTITION ® ® --------------- ------- DEMOLITION PARTITION/FOUND. CEDAR PROrECTION SHINGLES-rrF.-TYP. 2 LLU O ®D SMOKE DETECTOR GABLE VENT LJ-J 12 SECOND FLOOR LU 11 Elm 11 1 Him BE M FIRST FLOOR _ �o 1 ., . GRADE ry I I I I I I I I II ��- J -I-I L � L � 03-02 I FOR FILING E PRICING- -I � DATE: 155LE NO. DESCRIPTION 1 II II II - FRONT ELEVATION ��T - -- - - - - --------- -- ----- - - - -- - - - - - - - -�� >"'F CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SCALE: 1/411=I -O AND DNSIBLE FOR FIELD FIT 1 �� AND QUALITY WORK. NO ALLOWANCESES SHALL BE MADE IN BEHALF OF THE R4OFOR ANY "\�� ERR ERROR NMNEGLECT ON HIS PART. �..- ry 12 JL DRAFTING, INC. 1217- �orsH® AU Types Of Plans Drafted ASPHALT SHINGLES-TYP. 4 Providing The Finest In Affordable Draf ting Services°" www.jldrafting.corn L_ — — — -- — --- 200 Route 110 - Farmingdale N.Y. 11735 Q Phone (631) 843-1-1 949 Fax (631) 643-8190 CEDAR PROFEGTION ® � ® JOHN TEUEEL, P.E. Q 5HIN&LES-TYP. NYS LICENSE NUMBER 061438-I o 1Z200 ROUTE 110, SUITE 113 ry FARMINGDALE, NY 11735 TEL: (631) 755-7920 EGOND FLOOR FAX (631) 643-6190 PROJECT TITLEI ® � ® ® ® ® ® ® GOLD GREEK #5 ® ® ® LOT 6.5 IRST FLOOR L~IN6 TITLE: ry RADE � _ MA EXCAVATE I EXGAp EA PROPOSED AREA 1 SINGLE FAMILY L J L J L J I I I I 1 1/2 STORY DWELLING II II II II L �-- - - - - - _ - - - - - - - -- - - - - - - - - - --- - - - - - - - - - --- -- - - - -- - - -- - - - - - - - - - -- - - -�� DRANK BY. DRAWING NO. REAR ELEVATION K.J.B. CHECKED BY: SCALE: 1/411=11-011 J.T. A-5 SCALE: AS SHOWN DATE: TUBE NO. PROJ. NO. 7-02 02-34? �I LEGEND 4 . NEW FOUNDATION 12 12� NEW PARTITION EXIST. PARTITION 0 - ------ -- DEMOLITION PARTITION/FOUND. ASPHALT SHINGLESMOKE DETECTOR S n SD SECOND FLOOR .TYP. -------- O.H ----- - ® 1 1/2" " X 1 1/2BALLIVETERS ' GAP MAX. CEDAR PROFEGTION 36" RAILING ® � SHINGLES ® ® ® ® pl WD COLUMNS-TYP. DIN FIRST FLiI Rim I I I GRAD I I 36" RAILING --- --- EXCAVATE EXCAVATE 2"xb" DECKING 1 1/2" X 1 1/2" AREA AREA 1 1 1 5/4" T-III BALLU5TER5 EXT. PLYWD 2"xb" D.J. ®Ib 4" GAP MAX. / 03-02 1 FOR FILING $ PRICING 5" P.G. FDTN WALL I 12" DIA. DATE: 15VZ NO. DESCRIPTION ON a"xIb" P.G. FTG 3/4" T-111 50NOTUBE FTG. / EXT. PLYWD TO Sb" BELOW GRADE 2" PAT SLAB - - - - - - -- - - - - - - - - - - - - -- - - - - - CONTRACTOR SHALL VERIFY - i A 11 R I G H T SIDE ELEVATION ALL FIELD CONDITIONS AND DIMENSIONS AND BE i RESPONSIBLE FOR FIELD FIT "',Y.-' AND LLONAY OF WORK. jI NO E IN BEHALF SHALL BE /// " 1 MADE IN BEHALF OF THE CONTOR FOP,AW SCALE: 1/411=11.011 ERROR OR NE6LEGT ON HIS PART. `-1 N 10'-0" JL DRAFTING, INC. DRAFTSIIC All7}pes Of Plans Drafted Providing The Finest In Affor"k Drafting Services'" www.jldrafting.com 200 Route 110 • Farmingdale N.Y. 11735 - ------ — Phone (631) 043-1949 Fax (831) 843-6190 ASPHALT SHINGLES -- � ® JOHN TEUEEL, P.E. NYS LICENSE NUMBER 061438-1 200 ROUTE 110, SUITE 113 FARMINGDALE, NY 11735 TEL: (631) 755-7920 -- FAX: (631) 643-8190 CEDAR PROFEGTION -— -—-— 5HINGLE5 `t PROJECT TITLE: 11 11 If I o GOLD GREEK #5 LOT 6.5 4 tr iv DRAWING TITLE: - - --- - - - - - - - - -- - - - - - - - - -- - - - - - - EXCAVATE EXCAVATE PROPOSED AREA AREA SINGLE FAMILY 1 1/2 STORY DWELLING II 1 II II 1 LEFT 511-,)E ELEVATION DRAWN BY: DRAWING NO. K.J.B. CHECKED BY: SCALE: 1/4"=1'-0" J.T. Amb SCALE: AS SHOWN DATE: TUBE NO. PROJ. NO. 'f-02 02-34-i 1 LEGEND RIDGE VENT 3/4" x 14" M.L. RIDGE OVERLAY OVERLAY 2"x12" R.R. ® Ib"oc - " '' NEW FOUNDATION 2'x12" RIDGE 2"x12" R.R. ® I6"oc ROOF ROOF (2) 1 5/4" x 14" M.L. HDR IN51g DDG5FELTHING 1/2" GDX SHEATHING #15 BLDG. FELT ASPHALT SHINGLES R-19 INSUL. 2"x10" R.R.®I6'o.c. ASPHALT SHINGLES 12 'mac NEW PARTITION 12 1 3/4" x 11 T/8" M.L. RIDGE 2"x8" G.J.®I6"o.a (2) 13 " x l l 7/8" M.L. HDR 11 r W/ R-30 F65 INSUL n n n I 2"x8" C.TIE5 ®46"o.0. EXIST. PARTITION NEW 2"x12" R.R. ® 16"Oc (2)2X6 TOP PLATE 1/2 " GDX SHEATHING 2x6 STUDS 16"oc KNEE WALL 15 BLDG. FELT 2x6 SHOE (2)2"x4" TO PLT. ASPHALT SHINGLES ______= DEMOLITION 1/2 PLYWOOD SHEATHING 2"x4" STUDS ® PARTITION/FOUND. #15 FELT Ib" O.G. 2"x6" COLLAR TIE HORIZ. VINYL SIDING 2"x4" SHOE ® 46"o.c. R-111INSUL I/2" G.W.B. FINISH =� (2)2x6 TOP PLATES SMOKE DETECTOR ry G.J.®Ib"o.c, R-30 FGB IN UL 2"x10 2x6 STUDS 16"oc � 2x6 SHOE CJD 2"x12" R.R.®Ib"o.c. - I/2" GAB. 1/2 PLYWOOD SHEATHING 2"xb" G.J. ® I6"o.c. _ BEDROOM BOTH SIDES (50REWED 4 GLUED) TECO CONNECT VAULTEDBIRDS U G NNEGTION #15 FELT i O HORIZ. CEDAR DIN6 (2)2"x12" GDR i0 HALL _ R-19 INSUL io 1/2" G.W.B. FIN15H HURRICANE CLIP GUTTER 4 NEN 2"XIO" G.J. a 16" O. . LEADERS k2OUS # B D 'D GREAT ROOM o VENTED OPEN TO ABOVE -.p LATERAL BRACING SOFFIT - 9 1/5 POINTS I'-0" O.H. I/2" GWB. APRON HURRICANE CLIPS ®I6"o.c. 6" DECO COL. Q (2)2X6 TOP PLATES W/ 4"x4" WD POST BEYOND PORCH STUDY 2x6 STUDS 16"oc 5/4" PLY. 5U8 FLOOR 2x6 SHOE (2) 2"x6" SILL PLATE 11 1/6" GA PACIFIC YO T' JBT 1/2 PLYWOOD SHEATHING SILL SEALER A140 OR GPI 40 6I6"O.c. BOTH SIDES (SCREWED b ELUDED) AL. TERMITE SHIELD = _ = BRID61146 AS PER MF6, SPEC. #15 FELT I/2"x12" ANCHOR BOLT 6'-O" O.G. HORIZ. CEDAR SIDING 12" MAX FORM CORNERS - R-101 INSUL cS2525252> 1/2" G.W.B. FINISH 2"x10" D.J. ®I6"o.a, (5) 1 5/4" x I1 T/6" M.L. HDR GRADE CRAWL GRADE 03-02 1 1 FOR FILING 4 PRICING e" P.C. F DATE: ISSUE NO. DESCRIPTION SPACE OM 6"x16" P.G. FT6 OELLAR Q CELLAR CONTRACTOR SHALL VERIFY " 2" RATSLAB (2) 1 5/4" x 11 1/6" ALL FIELD CONDITIONS AND � M.L. HDR DIME451ON5 AND BE GONG. 5LAB RESPONSIBLE of wORK FIT -- NO ALLOKANCE5 SHALL BEMADE 114 OF � CONTRACTORAFOR ANYE NU 61 8" (TYP) P.G. FNDN. WALL ERROR OR NEGLECT ON ON 0"x16" (TYP) P.G. FTG. HIS PART. - - W/ (3) #4 REBAR CONT. 56"x56"x18" P.G. FTG. S E O T I O}� IV II'All AII (3) 04 RE-BAR EACH WAY I JL DRAFTING, INC. SCALE: 1/4' I'-O" DRUM fSEIE All Types Of Plans OralYed RIDGE VENT 1 5/4"x 14" M.L. RIDGE ,Q Providing The Finest In Affordabk Drafting Services " 2"x10" RIDGE RIDGE VENT-TYP. 2" R.R. ®16"o.c. www.jldrafting.com R- R-30 F66 INSUL 2"x8" G.J. 4A 16"o.G, 200 Route 110 • Farmingdale N.Y. 11735 W/ R-II FGB INSUL Phone (631) 843-1949 Fax (631) 843-8190 2"x12" R.R. a I6"oc _� � 12 [JOHN TEUFEL P.E. p =_ F18 BEARING STIFFENERSLEGEND OFASTENING RECOMMENDATIONS FOR SIDE—LOADED, chill Regidar Filer Backng Ful-dipth Fiber Holding Fil DOUBLE JOIST CONSTRUCTION F1 ATTACHMENT AT END BEARING ('/4• FB BEVEL CUT JOIST Bi MULTIPLE PIECE MEMBERS um n data,B2 Use n damds Fla,F140 G (Nal ret red it both bended equdly from above) ,� Ymhnum Unif rm Load Applled to Other of Bath Ouls le Paas(os/1n.iL) GN 15 91/2' 1/7+5/8'plyaad/OSB(6'high) 1/7+51T Ayeaod/OSB(6'high) 1,Tap ad hoHgn mn dldd be Y ham eEpa finch naffs when prswUle . ..^^^—^^^.— NEW FOUNDATION 2 Bol hon m to be a mawmn of 1/9 to a mmdnm of l/I6' 11 7/8' I/7+518'plywood/OSB(8'high) 7± ° hga Mm OR bot dada and dad be Naed 7 kern Do not baud at NAIED dib Isd mmmm BaWB nU I/2'adh Ua hP nd xllam of Ox mer8n.EoA hen muel mlad armga (,B 25 9 I/7 7Y,6 2X6 BRa blocking . One 101 bow a sgka mai ed side a! Pleases Meda g14yd17 yea Jmnal7 ergs a,o.aN ac rlupp.,dw 9nerd17 ere gena d6'o< the n liklmm d the mmba.On wdee oder god!N ant 117/8' 2X6 2X8 bellg typicd la all wood beings psi beyond 3.Om M noWd omnmams mai d dcudd for SliNma(plywood,OSB,214)such ride d: tae of suppaL : 5n. 760 56 1 woo 67otorWodM4'atsa 4' 2Y8 DBD IN gap I NEW PARTITION YmH9 -Hmqm dlk side naing 3 3&7° 570° 30 760 1570 4.Istow%atokm of by 17. I6' 2100 21!12 S Fa o B1a-plan merba,Me spsdFd ming h+on ed side -Hmgm a of Silo no amtainllg Nal Remmmmdsd 335 675 1330 6.Far dead mmign shold ad be used dm bids m / phis / •/' / lap Binge of pet P P BN 3514' 2X10+17 ooll OSB 1 gpl'gA y ham Side of Bn mend.. 2Y8+i/2'plywood/OSB l In rx -Bir(moolh mLs 7T� � 2PLY 3PLY 4PLY 6' 7X12+112pyw°°d/B9 EXIST. PARTITION _ BOLTED 2 ROWS 0 24'at STAGGERED-Use with MARK t( ) IF 3D 91/2' 216+5/8'plywood/OSB 2,6 15/8•Plywood/osif 0 0 0 117/8' 216+5/eplywaod/ase 2wer5/D'piywad/om ______= DEMOLITION MF 33 91/7 216+5/8'Thmod/OSB Dfi g 5/B'plyad/OSB 1314!Hour of deb ls; p•± SBFFf11/ 92E N,VIS TTLSSII77 0 0 117/B' W+5/6'Plywood/OSB 21B t 5/A'Oraad/GSB ) �pPad ge k ns web dung naing tope est dmnoge to at of Baa and ool delall L71 I5: 1/7 4-81 PARTITION/FOUND. weE-Ilmge cameclim. (7125: 5/8' ped 7114 14' tae+5/D'Plywood/OSB 2x10+5/8'Plywood/OSB 2) Leger 1/8 gap belwem lap of fila Narang and molten of lap Rmgw o awM p RliO Rarye a ori nota d!mai 07135: 1/7+ f/7 4 Bd NAILED 2 ROWS 012'at -Use wilh MARK i( ) HOLWD 2 ROWS 017 a.a-Use with MIRK i( ) I6' 24+5/8'plywood/OSB 2(12+5/D'plywood/OSB 1 1/2'ham end Bax mis al m mile to Tghl fit Wd JO,31: 1/7+ I0hu' 3_101 Nota Wood I Remi"hlakng 3) Bath sdM belwem josis la oX length al span A- a w-hridgng relied pmwmt splllhng of beon9lddn WF 4J: 112 3_124 0 0 0 0 0 WF 4311718' (2)AD (2)2X8 4) Plum psis together and not hen each side with 2 rows of 101 oats at he rng la Island SMOKE DETECTOR N' (2)AD (2)2X10 at 17 o.0,dined when pomble. Slogger rows hen opposite °M'rimum width 2 5116' SD O O O O o 16' (2)AD (2)2X12 edge by 6'. (hath!enol 6uidl0 ode la ryprapdole delay n ams of high!dad load NAILED 3 ROWS 017 at-Um wNh MR i( ) BOLTED 2 ROWS 0 6'axe.-Um Willi MAA!(i( ) F7 BLOCKING PANELS USED FOR BRACING F6 DECK 5neathng 0 0 0 0 0 0 0 0 F3 WOOD I BEAM" RIM JOIST O O ATTACHMENT F2 BLOCKING PANEL, EXTERIOR FP FnerStron ' Verliml load hagsla=1000 plf mm. single layer 23/02. 4a/24 MA 0004 sheathing.l laIL Ada pkd-,g dak0 Mamaaly hat Idgs.Od Ion good Vertical hold trmshr=200D Of maw, (.%d 1aa or osa) nm pre la.. 1000 plf vertical Imo(I°9 rgew Wyj ori dmax hd4 rmmw b7ga, O O O O O O O O laud 4onefer two layers = 2000 pie). oxw base dh flon idelly°Wlhq ingddedy Mindy TO un%.d a..e with last min equ..hto n 7/e• ledgQ ad hdd yg aaen(a OmpF hdh} WoadlBmm black. ere shown In detail F4. F12 ved FLOOR OPENING TOP MOUNT HANGERS meal 2_gumbign Toe-nal rise pial to top std mhm Or slamlxe Assemble double pist per detaR FIT. Rage of pmt mth 101 not: TN M�0mm Led Barka Mod. (regular Bler) i AI1 WF by�l9�d Istand1l talking Blore nstdl'ng a barker to a double pd,rime i i Fa siring use and aasd'ng al adifl 3-10d naffs into the web where �; Forks blockus Ne backer WI Rl Inetdl maker rot to tap Range.Use 10-101 noir d'ndad them pms2le . Mnmum 13/4' ,f per Fla / FP F6erShmg• z phi meakl9 i jL dm bead 21_IT ledga'In'b d dG Baker Narks' r i J i I/1'doo"Ta w 4'tlrmgll mdls de 0019 al 6'aa s Blocking Poneb Installed for a minimum with wxhm and nuts(a I/7 x 4' ,Net MdarA Depth ( of 4' m each '-oka.g corner and at log oars} 350i W bdL One mai at t dxlpl prafnsond s apa3, lea, 4' .., 25' or wool length. 071 IS 91 ,117 1/!'a 5/8'N)ad 6' W u.e ea null. al e' o.a. IFI?5 91/7 J/A'plymd/P8 6' i d bottom Rmga but rampl)ng with nslallaUm Did mol tap mG I/7 shal Note D,p. 27 G-P Prabncl Guide.) Bit note at Cot la per desyn pro- 03-02 I FOR FILING E PRICING 117/6',14',16' 3/4'plpmdAS) 714' i 80(07115,?5 phis) bu b000m Rate / fmiond'a spas, I ronpplIpngg 4th 17135 14',16. I/2'+I/7 Aim d/OSB 7Ile i B I6d(07135 pits) Mstdlof on hole D,p.'2770'=t Glide.) aWIM I"scre dadd be Woods m had Me by Imiaq DATE! 159UE NO. DE5GRIPTION Check local building code lar appropriate detail in areae of high lateral load. Dd nnin d 6'an anter dA°rma,nd by didlg doh a h ager Ra-tatklg ten inial Mderk! N l Fl/ toe-nai to Plata typkd dgadrmUylemm bled amlmm al mer ad chid be molded WF 30 91/7,117/1 112'+I/7 plywod/0� 6' \� and 33 "'''V /7+u7owmd/0m 711+' F15 JOIST TO BEAM CONNECTION F18 JOIST TO BEAM CONNECTION, STEP DOWN F11 JOIST TO BEAM CONNECTION STEP DOWN P1 JOIST SPACING BELOW PLUMBING WALL GONTRAOTOR SHALL VERIFI' WF 43 11718',14',16' 210 71/4' Padld to mal ALL FIELD CONDITIONS AND Nm-rood DIMENSIONS AND BE Jolt Sparing bmdng anile RESPONSIBLE FOR FIELD FIT II AND OIALITY OF WORK. I�a � ofleck must be Img a mgh to permit retained ming withal splitting. A Jox 20 roll 7e Win NO ALLOWANOES SHALL BE GP Lam Wor MADE IN Bulom Beam 13/32'48/24 Bmmg sUDmm may be aryYed al M1mgm aH 75 51CR 15 , n o I I CONTRACTORAFOR ANY E Hmga APA Ruled (Sce detal FIB) ERROR OR NE-eLECT ON Nola Boom stiffen" Shei a 035 a' IY HIS PART. Battling plate. Flush plate may be ran 1. Fp approved d d a 4 wdI 2a Nd F14 STRINGER TO JOIST CONNECTION with inside face of beam. (six deloi FIB) fig. is 6. IF 33 6 d Top mount hangers Bd gals. wFa 7 7 JL DRAFTING, INC. Double Wood I Beaeconstmction per delall FIT (full d�lh DRmFnSw�N All Types Of Plans Drafted Fila). Backer blocking size and installation per detail F13. Providing The Finest In Affordable T mount < Drafting Services'" hagem' See dotal F7 far Narang Hmga requnmmla ww-w.jldrafting.term 200 Route 110 • Farmingdale N.Y. 11735 4 Appr date face Ledger fa doer Phone (631) 843-1949 Fax (631) 843-8190 meant angea may . be sub dituld. Se shed olladmenl APA`DRoid Shedhing , dela!FIB for banking SIR-1- Hangers Nailing Requirement siiDma requirements. Sinai Beam B FP lag°LW a a FLOORED Gunn Bain G-P mal a USP (Kant-Sag•) MSH218 Minimum 12-10d nail. Into LVL'header 0dm JOHN TEUPEL, P.E. OR or double loi,m. Minimum NY5 LICENSE NUMBER 061438-1 Slmpeon Strang-Rin THQ18 4-10d x 1 1/2' mile Into ,riFor stringers longer than 14' or stringer reaction. exceeding 7001, WOOD I BEAM- RIM JOIST Leal dmmawn 200 ROUTE 110, SUITE 1B F3 F20 WEB STIFFENERS F RMINGDA E, NY 79205 VerBad load panda=2000 pit mm. FAX (631) 843-8190 n Wood I Bmm dm psi FROJEGT TITLE: Toe-nal ren nisi to tap Rmge of phi with of mai: Cmrentrdd load i AD GOLD GREEK #3 hen doom y .i� Fa adding use LOT 6.5 bake Flak i "m mill Y" 7 Per F13. S"eF Re,n` Mlmmum 13/4, r psi meang Bit nails at Cat(a par One nal at top design 0okxionays:gead, DRAWIN6 TITLE, A boom Raga but comiling dlb nskdlmBm 01(BR 15,25 phis) Note D,p. 27 FP Pro lct Guide.) ON domgBRmm Pa detotrobod lbleEnW l IBM o k In 35 pdol lopild ddmvmydeymyal PROPOSED tooSINGLE FAMILY 1 1/2 STORY DWELLING DRAWN BY, DRAWING NO. WOOD " I " JSTS DET? I L5 K.J.B. CHECKED BY: /� p., J.T. A_a N.T.5. SCALE, AS SHOWN DATE, 'TUBE NO. PROD. NO, 7-02 02-347 11 4°x12° GONG. CONCRETE & FOUNDATION NOTES LEGEND 5TRINGER PAD 51'-102" (TMP) I. All footings shall bear on virgin soil having minimum 9 g a nTmum bearing capacity of two (2) tons per square foot, All exterior footings shall be a minimum of T-0' beloww rade unless noted otherwise In plans, 22 0 51-8311 8 II o- NEW FOUNDATION 2 4 6 -O 4 2 8" Ih All existing fill, roots and other unsuitable bearing material shall be removed ( ) nd footings carried to the bottom of such excavation, Contractor to verify 3 1 3/4"x 11 718"M.L.M,L.GDR assumed sold bearing capacity and assume full responsibility for same, Contractor to notify the Designer of any soil variation or condition adversely affecting 4'-44° III•M��inimumed ecompressiveltstrength of corior to the ncretegatf 28ndaysoton be as follows 2 -T A, Footings„ piers, foundation waRst pc = 3,000 p.s,i. stone concrete. N�W ��t TI TI ON B. Slab on lgroundi pc = 2,500 p,s,l, concrete. 0i 4"x4" POST C, Superstructure, slabs pc = 3,000 p,s,l, stone concrete, — — — — m ON 12"x36" IV, Anchor bolts shall be 1/2' dia. x 18' tong set approx, one foot from corners and spaced there 6'-0' o,c„ Set Anchor Bolts either side of all openings and _ _ _ _ _ _ _ _ _ _ _ _ _ _I 50NOTUBE minimum of two bolts in any one sill,O EXIST. F�t�CT I TI ON r (FTG) V, Perform required alteration to existing concrete, New work Installed adjacent (2)2"x12" GD_R /®�_ (2)2"x12" GDR _ to and conrnecting with present work shall match existing. Joints between new and existing rtroweledk shall be even. expansion Provide VI. Provide continuous metalterm to shield with all Joints sealedalong perimeter DEMOLITION I 4 4 I walls and sYhlelded termite collars at plumbing pipes in crawl spaces unless ------- otherwise nooted. 8��X6��X112�� I I VII, Footingls at different levels shall be stepped so that the clear distance CK ABOVE STEEL BEARING 4 DE ..K COL. I I I I I between adjacent bottom edges shall not exceed n slope of one vertical to two FARTITION/FOUND. '�(/ PLATE horizontal,I ri VIII. BackfILL shall not be placed against foundation watts until the concrete is of / (4) 1/2"112" = I QI QI I sufficient strength and until the walls are properly braced top and bottom by the STIFFENER O O O O O horizontal Floor or by adequate temporary bracing, ANCHOR BOLTS I - I _ I (� _ (� _ _ I I IX. Concretes Foundations shall tae poured continuously, If pour is Interrupted a PLATES n tV _ _ vertical keW shall be provided, Horizontal Joints are not permitted, (OPTIONAL) ° — = X Q - dJ - X I X, Contracttor shall verify dimensions and locations of slots, pipe sliver, SMOKE DETECTOR s� I (VI X ® X QM (VI I Inserts, anchor bolts, electric conduits, etc, as required for trades before placing 5D ° o (V (V m"� -� concrete. NI ryl I AI ALL footniigs, foundations, steps, platforms, etc„ as per drawings, a d a , Concretepi Work Includedi 24"X24"X12"FOOTING I I B. All concrEete slabs, Ln I L-48" LEDGER BOLTED To C. All other work as required by drawings, d a a I I I HOIJ5E TECO ALL D.J. D. Set mppcProohor B nits Work Included, a XIV, Dam g o d < A7 A. All surfaices to be damp proofed shall be dry, clean and smooth, free of dust, d a. ° d v ° _I (5EIE NOTE P_A-3) dirt, voids and cracks and shard projections. d ° ° a i I d _ B. Allow 24 Ihours prior to backfilling, d a ° dJ " d < ' ° a ' "' • • ° ' • ' d :. . ' d i C. Apply mastic emulsion only when temperature Is 40 degrees F and rising and In ..' , —, — —• dry weather, ° g a d v I 0752 _ G32 D. Apply Celeatex Trowel Mastic or approved equal on all foundation walls below ° °. . ° .� --I d� I grade at loca.sement and crawl spaces, INS OF 5/8" TYPE X r E. Mastic shiall be applied at the rata of 1/8' thick wet, r I Io YP. SDR. ON CEILING X I I PLUMBING NOTES 4 (� r I X Q = ;. = I. All plumbing work shall be in strict conformance with all state and local codes. OL II, Hot water heater shall have a maximum temperature setting of 140 degrees F. X MI I III, Provide hot and cold water supply lines to a new refrigerator as required by _ W O (n I LL manufacturers specifications, LALL%'r C O L U��I DETAIL IN I V� � I I IV, Provide insulation on all new piping as required by code, 0-Q - m '_� m 4 O V. Remove and relocate all existing piping as required to assure the proper N < - 11 �- NEW O _ execution oIF the work, Ira JL I I� VI, Below ground waste lines shall be X,H,C,I, piping, SCALE I/4" - O - ® 1— ;3V 0 p- 1-1- R 4 I I VII, Potable lines shall be type 'L' copper, = VIII, All gas or oil piping required shall be performed by the plumbing contractor, —IN N IX, Sanitary disposal system shall be County Department of Health Services r= I IM approved for design and installation, The Owners Surveyor shalt be responsible Q- i- I l9 for design and locations of these facilities as well as obtaining all permits or ® I I r Xapprovals. L Contractor shall provide hot water baseboard hent throughout at perimeter d)in r - J I I walls unless otherwi a noted, I'--1 S XI. Water main must be 7'-0' away from the sanitary disposal system and 4'-0' deep, r -- - -1 =_ =I 8" FND WALL (TMP) XII, In bearing walls or partitions, no stud is to be cut more than 1/3 It's depth to • I I I - X 0l, receive piplrng, duct or electrical work, —�� (5) 5/4"x II -1/8" M.L. I I (Z) 1 5/4"x II 7/8' M.L. Q 03-02 I FOR FILING PRICING 1 (V - - - + G - - - - I = O d) FINISH WORK NOTES DATE: ISSUE No. DESCRIPTION MI-4 1- Ib" P.G. TG. ( P) GIRDER I I m 1. Trim, moldiiings, casings, window frames, etc„ shall match existing unless otherwise N I POCKET I L— — _J I3 - y � 55 1 3 PORD ERT noted on dr-awings, 11,- 4 1 I I -14 8-22 151-6-4 :11 11'-24" AI I 2, All Gypsurm Board walls and cellings shall be taped and spackled ready and acceptable -to Owner's painter unless otherwise agreed to by the owner = 3, Contractcor shall provide wood steps to grade. Number of 'steps as required by r - - _1 r - , r- - , -IN code, All deeck lumber to be wolmanized or CCA, �E E CONTRACTOR SHALL VERIFY �� I I �- � I 4, Contracttor shall provide gutters and leaders as required and shall connect � U 4 L.G. �� �� �� " u �� I - ALL FIELD CONDITIONS AND /� O F I ( )_13/4 x I I '7/8_ L. (3 13/4 x I1 7/8 M. _ ) 13/4 x I I -►/8 M.L. �• m them to the' approved storm water drainage system, ON 18"x36""x36" P.G. - - - - I DIMENSIONS AND BE uQ E_�� l - m 5, Contracttor shall seal and prime all doors Immediately upon Installation to avoid CJ - RESPONSIBLE FOR FIELD FIT �7 N - 0 F°TG. (TYP) I I I I I - I - warping, AND QUALITY OF WORK. t_ (3) #4�• RE-BAR L - - J I I I I L - U L-� J 4 L.G' I' II I I -iry 6, Door manufacturers shall certify that their products meet minimum 'U' values NO ALLOWANCES SHALL BE m •w-i;,,'„;� z cn <O O E)AGH WAY �I I e” r O IS x56 x56 Indicated and air Infiltration rates as per, the NY State Energy Conservation & MADE IN BEHALF OF THE 4 O _ y- I I I Construction Code, All exterior doors to have a minimum 'U' factor of ,20, CONTRACTOR FOR ANY '� �O $ = = F G' (TMP) ERROR OR NEGLECT ON SOF SSION I a',� I -• X10L ICY # 0 7, Glass in doors, windows, side lights and shower enclosures shalt be sized, F P _ constructed, treated or combined with other materials as to minimize effectively 4_ `fl I� Q dJ ( ) 4 RE-BAR I I HIS PART. O� ® X Q - _T �� the possibility of Injuries to persons In the event this lass Is cracked or broken (2) 5/4" x 11 7/8" M.L. HDR �I d) p y J p s I N ti r Lf1 J In accordance with Sec. R308,1 of NY Reside-^tial Code, 8° FN . WALL (TMP) r� m -I 8, All new windows shall be perma=shleld flrish In white as manufactured by -I� m Anderson or approved equal - furnished with Insect screens, grilles, Jamb IMF, _ - _ I I JL DRAFTING INC. - � extensions, trim, etc„ with 5/8' lnsulateo c axss unless otherwise agreed to, t� `,I 9. Window manufacturers shall certify brit their products meet minimum 'U' values 16" P.G. FTG. (TMP) V 0- I I I Q 0- _ I(V I indicated and air infiltration rates as per the NY State Energy Conservation & d DRAFTSMEN A// Types OF Plans Drafted u-a _ ._._... ___._..��_ _._. of 032 Construction Code, All g ss areas to be double glazed with a minimum 'U' factor d •' - Providing hle I I onstru a a . ., .. . 4 . . '• �o o I _. I ���4•\Q� 'ng The Finest In A.,�=vrda =_ 4" P.G. SLAB +— � GENERAL NOTES Drafting Services S" _ * STEP FTG. N 6 MIL FOL"r �I �� I I 1. Engineer nolt responsible for Job supervision 2:1 MAX I I _ ® VAPOR BARRIER _ _ ® 2. Contractor, to verify adequacy of exkting foundation, -I(V = bearing wallls, and headers to bear new second story construction. WWW.jldraft ing.com +O ELEV. r-7 � 3Y /=1 O �� I I -1st 200 Route 110 - Farmingdale N.Y. 11735 I Y X I 6 3, THESE DRAWINGS HAVE BEEN PREPARED Bf OR ADER THE DIRECTI❑N OF / IQ THE UNDERSIGNED AND T❑ THE BEST OF liE UpDF'RSIGNED'S KNOWLEDGE, Phone (631) 843 1949 Fax (631) 843-8190 ° 28- I „/ dJ BELIEF, ANDI PR❑FESSI❑NAL JUDGMENT ARI IN COMPLIANCE WITH THE PITCH 5LIIAB 1/8" I 2 m I I APRIL NEW ❑1R 19931AAND TE ETHE GNEW YORK VSTATE CONSTATION CODE RUCTI❑NCCODE, T AS OF PER F007 TO �: - � 4, IT IS A VIOILATION OF THE NEW YORK SATE FaJCATION LAW FOR ANY PERSON, GARAGE DOORS a. m UNLESS ACTING UNDER THE DIRECTION OFA REGISTERED ARCHITECT OR A LICENSED PROFESSIONAL ENGINEER TO AUER AIJ ITEM ON THIS DRAWING, JOHN T�U��L F.E. ALL ALTERAiTION MUST BE MADE IN COMPLIANCE 4ITH THE NEW YORK STATE -IN a �22 ., d .• • EDUCATION LAW, CONSTRUCTION CODE, TIE UND SIGNED PROFESSIONAL WHOSE OI ORARE-USEARS IWITHOUT❑N ASSUMES NO HIS WRITTEN CONSEIT,SIBILITY FOR ANY SUCH ALTERATION NYS LICENSE NUMBER 061458-1 m I I STEP FTG. V V Q THE LIABILITY OF JL DRAFTING, INC„ & JIHN TEJFEL, INTERRANTE FOR ERRORS, OMISSIONS 2:I MAX ? 0 ? O 0 �I I 5,AND/OR NEGLIGENCE RESULTING IN PERSORIL INARIES, PROPERTY DAMAGE, OR ANY 200 ROUTE 110, SUITE iH O I I Q _ Q _ Q _ _ O CONSEQUENTIAAL DAMAGES IS LIMITED TO TIE AMOUIT OF THE FEE PAID FOR THESE DRAWINGS. UNEXCAYATED I _ _ _ N I O THE RETENTION OR USE OF ALL OR ANY PRT OF THESE DRAWINGS WILL CONSTITUTE ACCEPTANCE FARMINGDALE, NY 11735 u - - - X I. OF THIS LIMIITATIDN OF LIABILITY, JL DFAFTING,INC, & JOHN TEUFEL, INTERRANTE �' P.C. 51 � I HAVE N❑ LINBILITY T❑ PERSONS OTHER TIAN THE CLIENT FOR WHOM THESE DRAWINGS WERE TEL: (631) 755-7920 X ® X ® ry ® PREPARED, ANYONE OTHER THAN JL DRAFING, IN( CLIENTS WHO RELIES ON THESE DRAWINGS DOES FAX: (631) 843-8190 !� 6x6-WI.4xW1.4 AAM N ry 1_ S❑ AT THEIR OWN RISK, COPYRIGHT 1999 IL DRAFTING, INC, PROVIDE ENINGS FOR a "x12" GDR —� (2)2"XI2" 6DR (2)2"x12" GDR O _ :,,�.,�.. • _ - - _ — — — - - - , , �.:.. .. ESCAPE AS "•: ,�',� �;,. I I � O � ('7 e r� y A� � ,�� PROJECT TITLE: REQUIRED PART. 714 OF N.Y. STATE ILDING CODE. ... . GOLD Gfi����K #3 E 4* 4x4 P05T NYS ENERGYGODE FIJBL1 �... .. LOT 6 . ON 12"x56" CHAPTER5 GOMLIANGE e•p 2" 5'-I I" 10'-a" I'-O' SONOTUBE t 3So.6 v DO NOT PROCEED WITH (FTG) Aq= NOTIFY BUILDING DEA T A +O ELEV. +8 ELEV. °' ( 28'-q2" Ao= 2 �'f' I 785.1802 9 AM TO 4 P THL FRAMING UNTIL SURVEY •. ' a� . .. ­­\ I Ad= Ac-A - FOLLOWING INSPECTIONS OF FOUNDATION LOCATIO •. • •. d 9 1. FOU DATION - TWO ' 2504 `'` 2"x8" LEDGER BOLTED UK= 0.065 [P TABLE 502. 3F REDCONCR d„ TO HOUSE TECO ALL �pN - FLING — — — — -1F ( D.J. Uo= UTA +UAd d +UKAK ( U H. ON !314AING TITLE: a 2 40 +0.05 � . . . .• :. �. ...' : . •. .. `. . '. � _-_..••�..�� Uo= 0.42 284 - CO1TISTAIO 0 U� 4"x12" GONG. 28 OMPLET+EFOR,MO PROVIDE SMOKE-DETECTI G 5TRINGER PAD Uo= 0.0-1'8 A 0ONSTRuCTI+OiN S. EIi�T FROFOSEDALARM DEVICES (TYP) E REQUIREMENTS '0 N,> • S I N6LE FA1-1I PART. 721.1 8.. a'-22" 8.. II'-Io2" 8.. CE ey = 15550. CODES- NOT RESfPON S 1 u x DlN -J-Lq NG CODE. Uo= OP5 (TABLE 5 .2.5. 04� R FLOORS -; USE IS UNLAWFUL Ao= A= 1558 �.w,. WITHOUT CERTIFICATE .e t� - Uo= C75 I i° HEAT L 5 CALCULATI N: PROPOSD DESIGN H T LO 5= AU At= 2628((0.0-i$l DRAWN BY: DRAWING HRO 3 I I I '� I �'��u_ ot+ 155EO.05) ot+ 155 (0.05) t VIDE / . FIRE FOUL D A T I O I �/G E L L PLAN = 52a A Q K B RATED SEPAR ION To .1Z, CHECKED BY: PART 717 SG,4LE: I�4��= I i-Oii CODE Olvi?LIANT AT L055: 3 (1) OF 2628(00(Ot)+(155 )(0.03)( d)+ 58(0.05)At J.T. ^Y--SATE BUILD G CODE. = 4a2 ot) SCALE: PtUIW181NG GOMPL5 WITH CODE SINGE PROPOSED DESIGN HEAT AS SHOWN PLUMBING WASTL2 L055 11 LESS. " 1A�4'iG ER LINES l�!E>`o I e� DA7F-: CUBE NO. PROD. NO. NGe EIcORE COVERINI F/CAT;?:1/v '7-02 02-54-7 +CERT/F/CATE OF OCCUI.-,A y' I for w ter Bingiused y SOLDER USED t distributing IN K. TER System; piping shall be PROVIDE ANTi-SCALD AND/OR SUPPLY SYSTEM CAIlINOT of types K orL only THERMAL SMOCK PREVENTING EXCEED 2/10 Of y/ LEAD. UNDERWRITERS CERTIFICATE DEVICES AS TO PART. 902.6(x) REQUIRED N.Y. STATE BUILDING CODE. I 51'-102" LEGEND 6'-2" 15'-8" 2" 2"xb" GGA TOP RAIL NEW FOUNDATION 10-02 a_8 6-104 4_q 4 2 2"x2" GGA EED 4-1/ I �� 3" � �� Q'-53" 6'-O I" NOT TO EXGI=ED 4-I/2" O.G. SPAG I NG • 4" 6-O 4 - 2"x4" GGA RAIL TRIM NEW f=ARTI TI ON • O 2"x4" GGA BOTTOM RAIL m 4"x4" GGA P05T ® 4'-0" O.G. z EXIST. PARTITION O Q= m a � �r ______= DEMOLITION FART ITION/FOUND. 1,-,IETAL JO I ST HANC-;ER :21 xb" / p DECKING 1. ® SMOKE DETECTOR o ° SD - o WOOD BEAM OR JOIST METAL I-JOIST HANGER 2'-0" GANTI. MAX. SECTION MW RAIL 0 DECK PLYWOOD I-JOIST - - - - m m SCALE: P _ V-0" TW3046-3 • \ 2)2"x8" HDR. (2)2"x8" H�R. 2 2"x l2" HDR. (2) 13/41 x 14 M.L. HDR I I I I = DECK NOTES: II I 2"x8" G.J. -� I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS UL L15TED / Q �t OF THE NEW YORK UNIFORM FIRE PREVENTION AND \ I PRE-FAB F.P. I I ® I6" OG i I = BUILDING CODE AND SHALL CONFORM TO THE I -IN RECOMMENDATIONS OF THE NEW YORK STATE O I \ I V O v p INSTALLED PER I I I It I p o MFR5 1 NSTRUG. BUILDING CODE MANUAL. ALL WORK SHALL AL50 - I I x i I � X BR ST CONFORM TO THE REQUIREMENTS OF ANY OTHER 14 d) AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR cv ® N?ASTER N ® N I I I I 1 / I PERMITS,SHALL ,IINSPECTIONS,CERTIFICATES AND TETAIN AND ARRAN&E FOR ALL STS. 5D ' �3EDROOM I N I I- / 2. ALL CONCRETE WORK SHALL CONFORM TO THE _ REQUIRMENTS AND RECOMMENDATIONS OF act-301-84 O I p- 4"x4" WD P05T I I N I "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR IN I FROM ABOVE I / BUILDINGS" (fa=3500 P50; REINFORCING STEEL SHALL (y PI i - CONFORM TO ASTM A-615 GRADE 60. ® TO HDR P2 1 I I o 5. ALL DECK LUMBER SHALL BE PRESSURE TREATED DR ER NOTE: 5D \ r GREY T ROOM I I � .40 GGA SOUTHERN YELLOW PINE #2 OR BETTER. 03-02 I FOR FILING ff PRICING p I. DRYE TO VENT TO EXTERIOR. RF. 4. ALL FOUNDATIONS SHALL REST ON UNDISTURBED (VAUL D GLS) III O DATE: ISSUE NO. DESCRIPTION i I LIN. \ "X4" P05T O I I 501E OF 2 TONS/90.17T. SEARING CAPACITY. m FOLLOWWR5 SPECIFICATIONS FOR X66 XQM ABOVE 4x4 WD OST I I CONTRACTOR BEARN6 RA A IN VERIFY THE LEVEL OF ACCEPTABLE ROOT' RAFTERS I MAX. LEN61OF VENT DUCT RUN. I TO GDBELOW O 2"x8" G.J. I I 5. THE CONTRACTOR SHALL VERIFY ALL EXISTING 16" O.G. )2"X10" 2)2"xl " \ CONDITIONS AND DIMENSIONS BEFORE STARTING I6" OG L IQ CONSTRUCTION AND SHALL NOTIFY THE ENGINEER 01 lay %01OF ANY AMBIGUITIES OR DISGRPANGIES BEFORE O I E DRYER O _ = a O - PROCEEDING WITH THE AORK. IF ANY QUESTIONS CONTRACTOR SHALL VERIFY o m ARISE BEFORE OR DURIN6 CONSTRUCTION AS THE ALL FIELD CONDITIONS AND C HURRICANE CLIP I 7'-I " xIQ \ I / / - X DIMENSIONS AND BE 7 I ® N �� X o N INTENT OR DETAILS OF THE DRAWINGS, THE CONTRACTOR RESPONSIBLE FOR FIELD FIT 4. \ _ KITCHEN - I6 O.G. _ SD cV , N SHALL NOTIFY THE ENGINEER FOR GLARIFIGATIONS m _ w V `-' I N fr - AND/OR INSTRUCTIONS. IF THE CONTRACTOR FAILS TO AND QUALITY OF WORK. Z V W N -� N NO ALLOWANCES SHALL BE • i I O \ I / RANDR I'L FOLLOW THE ABOVE PROCEDURE, HE SHALL ASSUME ALL m DOUBLE ? v �I = �V - I MADE IN BEHALF OF THE � � RESPONSIBILITY FOR THE CONSEQUENCES OF HIS TOP PLATE I O - CONTRACTOR FOR ANY A BATH ® LAUNDRY I Div I o a� O 100 \ _ 6. THE ONER/SHALLL AR AN67E FOR SUPERVISION OF ERROR T. NEGLECT ON STUD WALL —IN 0 X ® - P IN THE CONSTRUCTION WORK TO INSURE COMPLIANCE WITH HIS PART. �SSION = 2068 068 „'; b i THE CONTRACT DOCUMENTS. ry I N zzzzzzzzz - 1 fir , ti� CLll. . - - - - - J I _ o "1. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE -112" 100 2O 3'-O" 3' I -114 OVER SCALED DIMENSIONS. (2)2"x1o" HDR JL DRAFTING, INC. GFM BAT DRAFTSMEN A// Types 01'Plans Drafted I QI \ o Providing The Finest In Affordable o 4IXR I M�eT rI I Drafting Services S" Ul / ITO HDI \— I "x8" .JHURRISANE �LIF DTAIL . 16" OG www.jldrafting.com 22 dJ _„ 2 -1N ULTEGp� Z z 200 Route 110 Farmingdale N .Y. 11735 o ? = STUDY _ �II= DINING RM Q X Phone (631) 843-1949 Fax (631) 843-8190 N.T.S. I — �-- = X x I = 14” 6A. FACIff IG "I" J5T5 I VIII Illm I = 60 SERIES AlOR P I I 4"X4" POST m I N \ JOHN a I OG TO BELOW I n � T�U��L� F.E. FROM ABOVE I Q I I NYS L I DENSE NUMBER 061458-1 PIPE OR OTHERQ I TW3 46-2 m T 046-2 DBLE G.J. / — - 200 ROUTE 110, SUITE 1B PENETRATION I — — � { J 1(2)2"xl0" HDI FARMINGDALE, NY 11735 5/4" PLWOOD W = / TEL: (631) 755-7920 FLOOR (2) 2"X4" TOP PLATE I _ \ I _ � � �,/-IN �;` � V FAX (631) 843-8190 2 GAR 6ARA\6—C--- cv \ v / `r, m I _ o x NOTE: PRVIDE N \ II'-12" �5'-II" I x II' 7" \ I PROJECT TITLE: N _ I 5/8 GAB ON ALL WALLS \ _ -V15.-I-IF. FOR A N I \ m — 5/4 FIRE 1RAT1'N6 - - DBLE G.J. — — — ,n 2 2 x12 HDR 2 2 xl2 HDR. 2 2 12 HDR. APPROVED I 14" GA. PAJ5T5 — _ LOT 6 .5 - I BLE D FNailer � RE STOP MATERIAL. 60 SERIES AlOR GPI LINE OF ® IFS OG I decking fastened / EXIST. HOUSE IOd galvanized nails FLASHING DETAIL FOR DBLE G.J. � j RE STOP � I 2 14" 6A. PACIFIC WD "I" J5T TW30 6 deck joist-16"o.c.(typ) DRAWING TITLE: I 60 SERIES Al OR 6P1 — (2 2 x HDR' 2"x1O" cca ledger plate screwed — —® Ib" OG — to existing house fi ROPOSED TMZ S I NILE FSM I LY — (2 2'x HDR. — 5/8"x � ' long galvanized lag screw o _ w/ matching washer, staggered ® I6"o.c. /� STORY DWELL I N� 2"x10" RID&E xb" R.R 2"xb" R.R into floor joist ® 16" OG a 161, OG 5_34„ 12'_44" 5'_52" 5'-44" 17'-44" 2" 2"x8" galvanized metal joist hanger o 0 DRAWN BY: DRAWING NO. a'-61" 12'-oils _ 5 4 11'-21 CT I O I � DETAIL OF K.J.B. FIRST FLOOR �L�� 2 2 11 O NAILER FLATS @ HOUSE fl CHECKED BY: 51 -102 A-2 50ALE: I/4"= I'-O" N T S SCALE: AS SHOWN DATE: TUBE NO. PROJ. NO. rt-02 02-547 LEGEND 40'-2" 777 NEW FOUNDATION _22 5'-102" 4" NEW PARTITION rE3 A EXIST. PARTITION DEMOLITION PARTITION/FOUND. - - - - - - - - - - - - - - - - - - - - - - - - - T 46 - - - - - - - - - - - - i LINE OF IST FL. WALL BELOW (2) 1 5/4" x II ,/8" M.L. HDR \ v I Il,- ,z v / I ® SMOKE DETECTOR II \ � o I I SEE ROOF PLAN ac / , FOR R.R. SIZES ® I 2°x10 G.J. I \ ® 16 OG QI 2"x12" R.R.lb*, 2"xl2" OG, ® I6" OG \ 4" 4" POST TO cV I / m I , \'�4o BELOW-TYP. X OPEN T LL \9 ry I o BELOW O I / I (2) 15/4" x 14" M.L. HOR _ P2 I I AD BEARING 4"x4" POST TO R.R. KNEE ABOVE 4"x4" POST HDR BELOW I ® 16" OG \ \ y cV TO HDR R.R. . Q= 03 12TM 50 "xi" HDR 2 NEW \ v7l / SEE ROOF PLAN j GL. 4"x4" POST TO ry FOR R.R. SIZES01 I I BELOW „p/ Wmilt y , OL 0 N ® ry Q=1(V BATH\ z I _T_ 0 BEDROOM IQp GpM = _ _ 4 I I I 03-02 1 FOR FILING $ PRICING �/EN F DATE: ISSUE NO. DESCRIPTION X - - — 6� T I N 16 — cv ® m X ~ iry 'I ry � � � I wl oa • �� I (X ®D ® 668 / \k- R.R. I I I �Al TEL/ d� el ry �DyCONTRACTOR SHALL VERIFY ® ® (� I Q�[I �j� ® 16,100 I ALL FIELD CONDITIONS AND DIMENSIONS AND BE ry SD / \ I I RESPONSIBLE FOR FIELD FIT 7- 0 i,? 1 LINE ISTAND QUALITY OF WORiG. �� c 2668 �\Q x �. -Iry \� (2)2"xl2" HDR I I I FLOOR.FWALL BELOW MADE N BEHALF F THE Oi0 Q GL. Q 2068 ry/II ' N -Y�t \ LINE OF G.J. I I CONTRACTOR FOR ANY (V + F6-T�'r / ry� - 4 x4 POST T _ R.R MEET I , I ERROR OR NEGLECT ON tssoA I 3 2. 2x8 HDR ry O �(I G. BELOW�2) 13/ " x I I ' P4 - - - I I HIs PART. BEDROOM ®D 2"x8" G J. PEN IDR BELOW TO Q 2 W, J. \ ® 161110r,„ �ELOW \ I I I JL DRAFTING, INC. ® ' OG \'5/ = 2X8 IF. I 2X8 'R.R. I i ✓J�,DRAFTSMEN A// �O —Iry ypes Of Plans Drafted ® I b OG ® I b OG I I r � III ry \ I 2 2"xO" HDR _ Providing The Finest In Affordableordable J10111 - - - - __— = Draffing Services S” lu , TW2046 GT XWI TMO46 — 50 \ (2)2 HDR www.jldrafting.com Q II / BELOW I \ , , I I v v \ LINE OF ROOF OVERHANG 200 Route 110 • Farmingdale N.Y. 11735 o N , �' I I Q o ,� Phone (631) 843-1949 Fax (631) 843-8190 i - I , , (�'0 BED400M ry I 00 Oc \ 211xv. I.J. w — �IV JOHN TEUFr-L, P.E. " G Z ! \ ® I6IOY I I — — -- — I— — — — — — NYS LICENSE NUME3ER 06 145a-I i � Q — — — — ���I 1 I 200 ROUTE 110, SUITE 1B X FARMINGDALE, NY 11735 ry II~ ry 2"x12" R.R. / 2"X12" R.R. I I TEL: (631) 755-7920 1 ® I�" OG ® I6" OG I I SEE ROOF PLAN FAX. (631) 843-8190 I AOR R.R. S 1 ZES 1 - � PROJECT TITLE: YAM 46 - -I - - - - - - - J - J COLD GRr I- - LOT 6 .5 LINE OF IST FLOOR BELOW —102 7—102 41-4i— I " DRAWING TITLE: " I I'-0" 5'-22 35'-B4" NGLE FA LY /2 STORY D1NELL I NO DRAWN BY: DRAWING NO. K.J.B. SECOND FLOOR PLAN CHECKED BY: J.T. A-5 SCALE: 1/4"=I'-O" SCALE: AS SHOWN DAM- NO. PRO. .NO. LEGEND NEW FOUNDATION NEW PARTITION EXIST. PARTITION B � DEMOLITION FART ITION/BOUND. - - - - __ _ _ - - _ ® SMOKE DETECTOR I � - - - -, SD GH I MNEY I _ N l i 2"x10' G.J. 1 X ® X ® 16 Oc i nQ- ��J I I 2"x12" R.R. 2"x12" R.R. 16" OG NO I6" OG I Q °+/ I I BEARING KNEE WALLS TO R.R. FRONI TO BACK s + 211X12" R.R. ® 16" OG (2) R.R. 211x12" R.R. ® 1w OG II 11 II II �� II dp II II d� 0 aY ROOF I I III X ® I I I 05-02 I FOR FILING $ PRICING III ? 0 N 2"x10" RIDGE I 1 DATE: 155UE NO. DESCRIPTION 1 2 2"XI2" RIDGE III _?K II II III N I I N� 0 1 I I I CONTRACTOR SHALL VERIFY GjE(1 O ALL FIELD MEN51ON5 AND BE CONDITIONS AND � I 2 x12 R.R. R A�{( RESPONSIBLE FOR, FIELD FIT m N ® ® I6" OG OLOITY OF + NO ALW SHALL BE MADE IN BEHALF OF THECONTRNo 61A3�' `�_ Y A/ I I ERROR AORN EGLECTR FOR AON ��FESSIONP� HIS PART. �x ® 1 1(2) R.R. (2) R.R'. N ® ryl 1 = 1 N ? O _ A J 1 1 :� (2) R.R. 1 � 2:�XI G.J. I I :: JL DRAFTING, INC. 7-0-1511 OG �DRAFTSME A// Types Of Plans Drafted (21 R. 1 Providing The Finest In A„�`ordahle Q x ® I 2"x10" RIDGE J 2"x8" R.R. 2"x8" R.R. i I ,p + ® 16 oC 616 oc I i � Drafting Services S" _ _ / I I I L _ — I � N �,� — — _ — — — — W www.jldrafting.com 200 Route 110 ° Farmingdale N.Y. 11735 Phone (631) 843-1949 Fax (631) 843-8190 ri 0 I I 2"x12" R.R. W "4 LX ® � v I I ® 16 OG W I i 'P � � � � ���` N 0 I N I N — N — 1 2"x8" R.R. 2"x8" R.R. JOHN TE U F ELF.E. i N .0 I(2) R.R. N i i n ® n ® lry ® I6" oC ® 16" or NYS L I DENSE - _ I NUMBER 061458 1 o N ® 200 RR. 2•x6"RR FARMIRlNY 11735OUTE O 1B I I I I • Ib"oc • Ib°oc 2"x10" RIDGEE NGDALE 2 X12 R.R. 2 TEL: (631) 755-7920 x ® N I ® 16" OG FAX: (631) 843-8190 x10 RIDGE f L L 2 R.R. I I PROJECT TITLE: 1 GOLD Gi���IK #� 2"x8" R.R. 2"x8" R.R. LOT 6 .5 • 16" OG ® 16" 03 2"x10" RIDGE DRAWING TITLE: fi ROFOSEI�) SI NILE FAM I LY 1/2 STOR"'r DWELL I NO DRAWN BY: DRAWING NO. ROOF FRA1� I NO FLAN K.J.B. GHEGKED BY: J.T. A-4 SCALE: I/4"=I'-O" ''�, SCALE: AS SHOWN DATE: TUBE NO. PROJ. NO. 1-02 02-34i LEGEND 12 _ NEW FOUNDATION 12 12 12 �12 NEW PARTITION 12 A5PHALT 5H I NGLE5-TYP. EXIST. PARTITION - - - - - - - - - - - - - - - ______= DEMOLITION PARTITION/FOUND. CEDAR PROPECTION 5H I NGLE5-TYP. LLLLU 12— 2 ® 0 = 12 (z � CJD SMOKE DETECTOR 12 d) GABLE VENT 2 12 SECOND FLOOR 1 11 Jill 11 11 Lj im LU U NMI IFTT11 L —�t I I E711 01 pi. d) LL 0 F I RST FLOORLL _ . GR�4D� - - - - - - - - - — — I I I I I I I I II II II I II II 03-02 I FOR 1-ICING 4 PRICING II DATE: ISSUE NO. DE50RIPTION II II FR ® I `�T ELEVATION - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� � �EOFN CONTRACTOR SHALL VERIFY �'�P �/F� 0 ALL FIELD CONDITIONS AND n �, 5DIMENSIONS AND BE GALE: 1/4°=1'_Ou RESPONSIBLE FOR FIELD FIT Rl AND QUALITY OF WORK. NO ALLOWANCES SHALL BE rri ti MADE IN BEHALF OF THE 4 " CONTRACTOR FOR ANY ' 5> . 6142;.b ERROR OR NEGLECT ON HIS PAROFESSION�\� 12 JL DRAFTING, INC. ASPHALT SHINGLES-TYP. 12 F DRAFTSMEN A// Types Of Plans Drafted Providing The Finest In Affordable Drafting Services S" www.jldrafting.com - - - - --- - --- - 200 Route 110 - Farmingdale N.Y. 11735 _ _ - _ Phone (631) 843-1949 Fax (631) 843-8190 CEDAR PROFEGTION JOHN TEUFEL F.E. p SHINGLES-TYP. d NYS L I DENSE NUMEER 061455-1 N Liil 200 ROUTE 110, SUITE 1B FARMINGDALE, NY 11735 SECOND FLOOR TEL: (631) 755-7920 FAX: (631) 843-8190 O 7-777— PROJECT TITLE: ILLLIo ji GOLD GREEK #5 LOT 6 .5 ILLI 11 oil F I RST FLOOR N4 9 DRAWING TITLE: RADE ... —— EXCAVATE II II EXG AVATE l l AREA AREA S I NOLE FAMILY I I 1 1/2 570RN' DWELL I NO II II II II II II DRAWN BY: DRAWING NO. REAR ELEVA7I01N K.J.B. CHECKED BY: 50ALE: 1/4' =I'_O:: 50ALE: AS SHOWN DATE: 'SURE 110. S'RO.1. 110. rt-02 02-34- ' LEGEND 117-1 o 10'-0" m 7 NEW FOUNDATION NEW PARTITION AXI ST. PARTITION _ - - - - - _ _ _ o - ______= DEMOLITION PARTITION/FOUND. O ASPHALT 5HINGLE5 �, 5D SMOKE DETECTOR dJ .J N SECOND FLOOR o. - - - - - - - -- - H.-TYP. - - ® I I X I I/2" BALLUSTERS 4" GAP MAX. 36" RAILING - CEDAR PROFECTION O 5H I NGLE5 IL L � Lt WD COLUMNS-TYP. mt J LLL �JSSI ELCOR 11 11 1 LI 11 11111111 P F . . G-i IL 7F LLI I I L IRAD -. , &-�==E L-k-=E. =-U I I 56" RAILING — — — — EXCAVATE EXCAVATE 2"x6" DECKING P05TAD I I I 11/21, X 1 1/2" AREA AREA I I I 5/4" T-III 2"x6" D.J. I6"O.G. L J (2) 2" X 12' I BALLU5TER5 J EXT. PLYWD GDR. I 4 GAP MAX. 05-02 1 FOR FILING & PRI G I NG 12 DIA.2 12 DIA. DATE: ISSUE NO. DESCRIPTION 50NOTUBE FTG. I 5/4" T-III TO SONOTUBE FT6.GRAIDE TO 56 BELOW GRADE I EXT. PLYWD — — — — — — — — — — — — FNS . CONTRACTOR 5HALL VERIFY ALL FIELD CONDITIONS AND DIMEN51ON5 AND BE R I T SIDE ELEVATION RESPONSIBLE FOR, FIELD FIT AND QUALITY OF WORK. - NO ALLOAANCE5 SHALL BE to -1 117-1 MADE IN BEHALF OF THECONTRACTOR FOR ANY Qo O, 5GALE: I/4'*'-O" ERROR OR NEGLECTON 9p 6 O H15 PART. SIO i JL DRAFTING, INC. DRAFTSME�4a A// Types Of'Plans Drafted Providing The Finest In Affordahle Dra 'n Services S" .� g www.jldrafting.com 200 Route 110 Farmingdale N.Y. 11735 Phone (631) 843-1949 Fax (631) 843-8190 ASPHALT SHINGLES 0 JOHN Tr-UFEL, F.E. NYS L I CENSE NUMISER 061455-1 E LLLL N 200 ROUTE 110, SUITE 1B 11 111111 11 TI-11 11 1 1 11 1 FARMINGDALE, NY 11735 TEL: (631) 755-7920 FAX: (631) 843-8190 CEDAR PROFECTION - - - SHINGLE5 1 Ll ILLL `r -� PROJECT TITLE: o GOLD GREEK #5 LLL-LLL Lu-m LOT (0 .5 0 N DRAWING TITLE: -111F F-111r — — — — EXCAVATE j EXCAV_ATE I I AREA AREA 1 1/2 STORY DWNELLINO II II II II II II II DRAWN BY: DRAWING NO. LEFT 511;)E ELEVATION K.J.B. CHECKED BY: SCALE: I/4"=I'-O" J.T. A-6 SCALE: AS SHOWN DATE: TUBE NO. PROD. NO. 1-02 02-54-7 LEGEND RIDGE VENT 1 3/4" x 14" M.L. RIDGE OVERLAY OVERLAY 2"x12" R.R. @ Ib"oc 71NEW FOUNDATION 2"x12" R.R. ® I6"oc ROOF ROOF (2) 13/4" x 14" M.L. HDR 1/2" COX SHEATHING 2"x12" RIDGE 1/2" COX SHEATHING #15 BLDG. FELT #15 BLDG. FELT' ASPHALT 5HINGLE5 2"x10" R.R.®16"o.c. ASPHALT 5HINGLE5 R-la INSUL. NEW PARTITION 12 2"x8" G.J.®16"o.c. (2) 13 " x II 7/8" M.L. HDPE 121 1 3/4" x 11 7/8" M.L. RIDGE W/ R-30 FGB INSUL 2"x12" R.R. ® I6"oc EXIST. FARTITION NEW 1/2" COX SHEATHING (2)2X6 TOP PLATE #15 BLDG. FELT 2x6 STUDS Ib"oc KNEE WALL ASPHALT SHINGLES =_____= DEMOLITION 2x6 SHOE (2)2"x4" TO PLT. 1/2 PLYWOOD SHEATHING 2"x4" STUDS @ FARTITION/FOUND. #15 FELT 4 16110.6. HORIZ. VINYL SIDING 2"x4" SHOE 2"xb" COLLAR TIE ® 48"o.c. R-Ia INSUL 1/2" G.W.B. FIN15H = (2)2X6 TOP PLATES R-30 FGB IN 5UL 211x10G.J.®I6"o.c. 2x6 STUDS Ib"oc JD SMOKE DETECTOR 2xb SHOE J 2"x12" R.R.®I6"o.c, = 1/2" GAB. 1/2 PLYWOOD SHEATHING BOTH SIDES (SCREWED s GLUED) 2"x6" G.J. ® Ib"o.c. BEDROOM #15 FELT TECO CONNECT _ VAULTED p BIRDS U CONNECTION HORIZ. CEDAR 510ING (2)2"x12" GDR HALL 1/2" INSUL dJ I/2" G.W.B. FINISH i HURRICANE CLIP dl ®GUTTER NEW 2"XIO" G.J. a 16" 0. LEADERS 0UG FIR #I BRIDGING R Q'D GREAT ROOM 0 VENTED OPEN TO ABOVE LATERAL BRACING SOFFIT - @ 1/3 POINTS I'-0" 0. . 1/2" GWB. APRON HURRICANE CLIPS ®I b"o x- 8" DECO COL. (2)2X6 TOP PLATES W/ 4"x4" WD POST BEYOND PORCH STUDY � 2x6 STUDS I6"oc d) 3/4" PLY. SUB FLOOR 2x6 SHOE (2) 2"xb" SILL PLATE II 7/8" GA PACIFIC, WD "I" J5T I/2 PLYWOOD SHEATHING SILL SEALER A140 OR GPI 40 a I b o.c. BOTH SIDES (SCREWED GLUDED) AL. TERMITE SHIELD = _ = BRIDGING AS PER MFG. SPEC.. #15 FELT I/2"xl2" ANCHOR BOLT 6'-0" O.G. _ _ = HORIZ. CEDAR SIDING 12" MAX FORM CORNERS 1/2" INSUL I/2" G.W.B. FINISH 2"x10" D.J. ®I6"o.c. (3) 1 3/4" x II 7/8" M.L. HDR 03-02 I FOR FILING � PRICING GRADE (2) 2" )C 12" GRADE DATE: ISSUE NO. DESCRIPTION GDR. J.I v� P05T WD I j CELLAR, O CELLAR V WO V p(� � L J dJ Q(1_ O _ (2) 13/4 X 117/8 O CONTRACTOR SHALL VERIFY ' ^ TL- " ° Q V Q ALL FIELD CONDITIONS AND 12" DIA. M.L. HDR D DIMENSIONS AND BE M _ 50NOTUBE FTG. _ _ _ _ 4 P.G. ® RESPONSIBLE FOR FIELD FIT z � . � TO 36" BELOW GRADE GONG. SLAB ~ AND QUALITY OF WORK. I= =III NO ALLOWANCES SHALL BE p 747 _ MADE IN BEHALF OF THE .0 C? GONTRAGTOR FOR ANY S�� 6143$ 8" (TYP) P.G. FNDN. WALL ERROR T. NEGLECT ON F P ON 8"x16" (TYP.) P.G. FTG. --]j5rb"x5(5"xI8" Hls PART. SSIONW/ (3) #4 REBAR GOVT. P.G. FTG. E C T I O l �l '"All II A l l (3) #4 RE-BAR EACH WAY JL DRAFTING, INC. DRAFTSMEN A Types Of Plans Drafted sf RINE 13/4"x 14" M.L. RIDGE ��� 4 � Providing The Finest In Af=ordahle Drafting Services S" 2"x10" RIDGE RIDGE VENT-TYP. www.jldrafting.com 2"x8" R.R. MI6"o.c. 2"x8" G.J. @ Ib"o.c. 200 Route 110 - Farmingdale N.Y. 11735 R-30 FGB INSUL W/ R-II FGB INSUL Phone (631) 843-1949 Fax (631) 843-8190 12 JOHN 7EVFELF.E. 2"x12" R.R. ® Ib"oc � 1/2" COX SHEATHING 12 NYS L I CENSE NUMBER 06145(5-1 BEDROOM I 'I' 15 BLDG. FELT ASPHALT SHINGLES 200 ROUTE 110, SUITE 113 N 2"x12" LEDGER BOARD ' BEDROOM - 2"x4" BRACES FARMINGDALE, NY 11735 + + FLASHING AS REG'D LINE OF WALL o @16"o.c. TEL: (631) 755-7920 1 1 SEE NAILER DETAIL12 BEYOND FAX: (631) 843-8190 . I I r HURRICANE 14"GEOR6IA PACIFIC 2"x4" BRACES'► GLIP5®16"o.c. WD "I"J5T5 -try BEYOND PROJECT TITLE: 60 SERIES Al tV i OR GPI 6 16 o.c. - — " TYPE X GAB UQ �J (_M I O O.H. 5/8 II _ � �� GOLD GREE< #5 (GARAGE SIDE) TO 5/8" TYPE X GiWB W.I.G. LIN. BATH PROVIDE 3/4 HR FIRE ON WALLS 4 SLG CONT. SOFFIT LOT (2 '5 RATING 2 CAR GA�RA�GE p 1/2" TYPE X REQ'D VENT FOR INSIDE GAR. WALL EXT. WALL o 2 GAR GARAGE 6 2"xb" STUDS ® I6"o.c. ' ' W/ R-I a FGB INSUL (2)2"xb" TOP PLATE 4" P.G. SLAB WWF DRAWING TITLE: cV 2"xb" SOLE PLATE 6 MIL POLY. V15. 1/2" PLYWD SHEATHING R-10 RIGID INSUL 24" TYVEK HOR1Z. VERT:.-TYP. �®�®� D CELLAR 0 HORIZ. G zD GWBI(INTG S I NOl E FSM I LY 1 1/2 STORY DWELL I NO 8" P.G. FNDTN WALL ON 8"x16" P.G. FTG TO 3'-0" BELOW GRADE MIN. ® I I(� I I DRAWN BY: DRAWING ND. K.J.B. CHECKED BY: 50ALE: 1/4' I'-O" J.T. A_7 SG AS SHOWN � DATE: TUBE NO. PROJ. NO. j -T-02 6 LEGEND IDE—LOADED Joist Regular Aller Blocking Full-depth Filler Blocking F18 BEARING STIFFENERS F8 BEVEL CUT JOIST FASTENING RECOMMENDATIONS FORS F11 DOUBLE JOIST CONSTRUCTION O B1 Use in detail F12 Use in details F13,F14&C4 O F1 ATTACHMENT AT END BEARING Gap(,/4 +) Nat required if both loaded equally from above O O ( q q Y ) �- . MULTIPLE PIECE MEMBERS Maximum Uniform Load Applied to Either or Both Outside Pieces(Ibs./lin.ft.) 1.Top and bottom rows should be 2'from edges GPI 15 91/2' 1/2'+ 5/8'plywood/OSB(6'high) 1/2' + 5/8'plywood/OSB(6'high) Clinch nails when possible NDN FOUNDATION 11 7 8' 1/2' +5/eplywood/OSB 8"hi h 2.Bolt holes are to be a minimum of 1/32'to a maximum of 1/16' / / / ( 9) 2'± larger than the bolt diameter and should be located 2"from Do not bevel cut NAILED with 16d commons BOLTED with 1/f bolts GPI 25 91 2 2X6 2X6 , One ng, box or sinker nail each side at I the tap and bottom of the member.Each bolt must extend through Filler blocking bearing, typical for all wood bearing s. � joist beyond inside Pieces in Member 2 rows at If oe.3 3 rows at 12'ole.3 2 rows d 24 ac sWgpW 4 2 rows at If ac 2 rows at 6'ac the full thickness of the member.Use washers under head and nut 117/8' 2X6 2X8 9 � 9 3.Values for nailed connections may be doubled for Stiffener(plywood, OSB, 2x4)each side at: face of support. y 14 2X8 2X10 % � NEA FARTI TI ON 2 505 760 505 1015 2030 6'o.c.or tripled for 4"o.c.nail spacing. 1/8 gap * - Hangers with side nailing. 3 380 5 5705 380 760 1520 4.Stagger each row of fasteners by 12'. 16 2X10 2X12 4 Not Recommended 335 675 1350 5.For a three-piece member,the specified nailing is tam each side. - Hangers with sides not containing 6.Four-piece bated members should only be used when loads are GPI 3514' " 2X10+1/2'plywood/OSB top flange of joist. applied to both sides of the member. 2X8+ 1/2 plywood/OSB `Z n n/2'm�. 2 2 PLY 3 PLY 4 PLY 16' 2X12+ 1/2"plywood/OSB - Birdsmouth cuts. EXIST. 1�?�RTI T ON _ AE BOLTED 2 ROWS 0 24' o.c.STAGGERED -Use with MARK #( ) IF 30 91/2' 2x6+ 5/8'plywood/OSB 2x6+ 5/8'plywood/OSB ® a a 117/8' 2x6 + 5/8'plywood/OSB 2x8+ 5/8'plywood/OSB —————— DDMOL I TI ON •+_ — 13/4' minimum bearing length 2 STIFFENER CZE� NAILS _ C1 CE IF 33 91/2' 2x6+ 5/8'plywood/OSB 2x6+ 5/B'plywood/OSB 1) Support back of web during nailing to prevent damage to at all floor and roof details GPI 15: 1/29 4-8d I PARTITION/FOUND. ® ® 117/8' 2x6 + 5/8'plywood/OSB 2x8+ 5/8'plywood/OSB web-flange connection. VGPI 25: 5/8 4-8d 2'TYP 1e 2x8+ 5/8'plywood/OSB 200+ 5/8'plywood/OSBGPI 35: 1/2"+ 1/2" 4-8d 2) Leave 1/8 gap between top of filler blocking and bottom of top flange. To avoid splitting flange, start nails at least Note: Wood I Beam"blocking NAILED 2 ROWS 012'o.c. - Use with MARK#( ) BOLTED 2 ROWS 012'o.c. -Use with MARK#( ) 16' 2x8+ 5/8'plywood/OSB 202+ 5/8'plywood/OSB 11/2'from end.Drive nails at an angle to Tight fit IF 30,33. 1/2" + 1/2' 3-10d 3) Block solid between joists for full length of span. 9 a x-bridging required prevent splitting of bearing plate. IF 43: 1 1 2 3-124 • ® ® ® ® ® WIF 4311 l 8 (2)2X8 (2)2X8 4 Place 'joists together and nail from each side with 2 rows of 10d nails at bearing far lateral / ) l0 9 5D SMOKE DETECTOR 14' (2) 2X8 (2)2X10 at 12'o.c.,clinched when possible. Stagger rows fro opposite 'Minimum width 2 5/16" support a a a a a 16' (2)2X8 (2)2X12 sides by 6'. Check local building code for appropriate detail in areas of high lateral load. NAILED 3 ROWS 012' o.c.- Use with MARK #( ) BOLTED 2 ROWS 0 6'o.c.- Use with MARK#( ) DECK WOOD I BEAM RIM JOIST F7 BLOCKING PANELS USED FOR BRACING F6 ATTACHMENT Sheathing F3 Vertical load transfer=2000 If max. FZ BLOCKING PANEL, EXTERIOR NOTE- After loan flushing,temporarily ban ledger.Drill G-P Fberstran P placing m9 P° Y 9 9 rim board Single layer OSB) r 48 provides APA rated sheathing lead la screw only)and dearance hal remove ledger, Vertical load transfer=2000 plf max. (plywood or OSB) rim provides 1000 plf vertical ( 9 Y) � � a a a a a a ® a load transfer (two layers = 2000 plf). caulk holes with high quality caulking,immediately reapply Allowed only with joist depths up to 11 7/8" ledger and instal lag screws(or through bolts). TM unless blocks asd with shown in4 min.detail F4.squash Wood I Beam rim joist 2-4 galvanized F12 FLOOR OPENING, TOP MOUNT HANGERSToe-nail rim joist to top or stainless steel washers Assemble double joist per detail F11. // flange of joist with 10d nal: TN for spacers (regular filler) // I All IF Wood I Beam blacking panel Extend flashing Backer block: I i below ledger / / Before installing a backer to a double joist, drive / I / For siding use and over siding an additional 3-10d nails into the web where // I /! backer block the backer will fit.Install backer tight to top / per F13. flange.Use 10-10d nails, clinched when possible / I 2" Minimum 13/4' -� / G-P FberStrong' i rim board 2z-PT ledger attached with joist bearing ro // 1/2'diameter x e through bolts Backer blocks' i / / 17 1 / /° Blocking panels installed for a minimum with washers and nuts(or 1/2"z 4' Joist Material Depth I / Bid nails at 6 ac. (or per logscrews). 350 per bolt. design professional's specs.., le 4' at each building corner and at ) #P GPI 15 91/2',11 1/8' 1/2'or 5/8'plywood/OSB 6' I One nal at top 9 P P least 4' every t of wall length. / &bottom flange: but complying with installaitian Use sol nails at s^ a.a. 1 2"sheathing GPI 25 91/2' 3/4'plywood/OSB 6' / Note D,p.27 G-P Product Guide.) 8d nails at 6'o.c. (or per design pro- Bid nail top and / 9 03-02 1 FOR FILING d PRICING I ° fid(GPI 15,25 joists) � bottom flange 11 7/8',14',16' 3/4'plywood/OSB 71/4' / fessional s specs., but compplying with DATE: 155UE NO. DE5CRIPTION / 16d(GPI 35 joists) Installation Note D, p. 27 G--P Product Guide.) CAUTION:Lag screw should be inserted in lead hole by turning GPI 35 14',lfi' 1/2'+i/2'plywood/OSB 7114" I // B 8d nails at 6 on center with a wrench,not by driving with a hammer.Over-torquing can A / Check local building code for appropriate detail in areas of high lateral load. toe—nail to plate, typical significantly reduce lateral resistonce of on and should be avoided. Joist Material Depth IF 30 91/2',111/8" 1/2'+1/2'plywood/OSB 6' � JOIST SPACING BELOW PLUMBING WALL � F F and 33 14',16' 1/2'+1/2'plywood/058 71/4' F15 JOIST TO BEAM CONNECTION F16 JOIST TO BEAM CONNECTION, STEP DOWN F17 JOIST TO BEAM CONNECTION, STEP DOWN P1 ALLCON1 FIELD C SHALL VERIFY �P , O Parallel to wall ALL FIELD CONDITIONS AND �-.� N T � Wlf 43 11 7/B,14,16' 2x8 71/4' O Non-load DIMENSIONS AND BE �. Joist Spacing bearing only. RESPON515LE FOR FIELD FIT ,n r "71 AND QUALITY OF WORK. :. 05 Joist 24 Wall 2x6 Wall NO ALLOWANCES SHALL BE Cn + ;' LU *Block must be long enough to permit required nailing without splitting. A G-P Lam LVL or MADE IN BEHALF OF THE 23 32'48 24 Bearing stiffeners may be required at hangers. GPI 15 5' 7` CONTRACTOR FOR ANY �. Glulam Beam / / o GN 25 51 f 71 2' O APA Rated (See detail F18) ERROR NEGLECT ON 'Q0� 61438 Hanger Cpl 35 6' 8' HISPART. Note: Bearing stiffeners Sheathing or FSSIONP Beariring plate. Flush plate may be required. G-P approved Joist 20 Wall 2x6 Wall F14 STRINGER TO JOIST CONNECTION with i inside face of beam. (see detail F18) rim. IF 30 6" 1 8' OF 33 6' 1 8' Top mount hangers ° fid nals. IF 43 7* 9' JL DRAFTING, INC,'. Double Wood I Bece construction per detail 1`11 (full depth ° filler). Backer blocking size and installation per detail F13. • ° ° JI d DRAFTSMEN ypes Of P/ons Drafted / �sProviding The Finest In Affordable � / K Drafting Services S" Top mount See detail F7 ° hangers for blocking Hanger \ www.jldrafting.com requirements. 200 Route 110 • Farmingdale N.Y. 11735 ° Appropriate face Ledger for floor ° . e Phone (631) 843-1949 Fax (631) 843-8190 mount hangers may be substituted. See / sheathing attachment APPRoted Sheathing detail F18 for bearingJ/ stiffener requirements. Steel Beam &-P Lam'LVL or or STURD-I-FLOOR Hangers Nailing Requirement B (2ulam Beam G-P Lam LVL or Glulam Beam JOHN T E U f F—L z F.F—. USP (Kant—Sage) MSH218 Minimum 12-10d nails into LVL header OR or double joists. Minimum NYS LICENSE NUMSER 061455-1 Simpson Strong—Tie THA218 4-10d x 1 1/2" nails into stringer. For stringers longer than 14' or stringer reactions exceeding 700#, call G—P. TM RIM Chart dimension F3 WOOD I BEAM JOISTF20 200 ROUTE 110, SUITE 1B Vertical load transfer=2000 plf max WEB STIFFENERS O FARMINGDALE, NY 11735 TEL: (631) 755-7920 FAX: (631) 843-8190 Wood I Beam TM rim joist PROJECT TITLE: Toe-nail rim joist to top flange of joist with 10d nail: All OF Concentrated load // GOLD G RF_E K #3 from above I °^ / LOT 6 .5 For siding use ° / a between backer block / 1/4•min.�tTffener h 1'max bat. flange per F13. / Minimum 1 3/4' joist bearing 8d nails at Coc. (or perr DRAWING TITLE: One nail at top design professionals specss., &bottom flange: but complying with installdation Use when concentrated loads exceed 1000 lbs 8d(GPI 15, 25 joists) Note D, p. 27 G-P Produact Guide.) Install stiffeners per detail F18 but fight against at bottom." 16d(GPI 35 joists) jastflto oncarry cone andnccentrated loadV adequacy of SIN6LE FAMILY 1 1/2 STORY DVNELL_I N6 DRAWN BY: DRAWING NO. K.J.B. 11 111 ,2575 E'�E T A I L S CHECKED BY: N.T.5. 5CALE: AS SHOWN DATE: TUBE NO. PROJ. NO.