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Home My WebLink About28994-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29789 Date: 10/24/03 THIS CERTIFIES that the building NEW DWELLING Location of Property: 2675 LAUREL TRAIL LAUREL (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 125 Block 4 Lot 24 .8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 26, 2002 pursuant to which Building Permit No. 28994-Z dated DECEMBER 10, 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 AND SIDE STOOPS, REAR COVERED PORCH SECOND STORY DECK AND ATTACHED THREE CAR GARAGE AS APPLIED FOR. The certificate is issued to JOSEPH P & DOROTHY P PFAFF (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0206 10/22/03 ELECTRICAL CERTIFICATE NO. 1143632 10/06/03 PLUMBERS CERTIFICATION DATED 10/22/03 WILLIAM SCHWAUB ZL //7ed S' nature 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. 28994 Z Date DECEMBER 10, 2002 Permission is hereby granted to: LAUREL LINKS 1833 MAIN ROAD DRAWER A JAMESPORT,NY 11947 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH 3 CAR GARAGE, COVERED REAR PORCH, COVERED SIDE ENTRY & UPPER DECK AS APPLIED FOR at premises located at 2675 LAUREL TRAIL LAUREL County Tax Map No. 473889 Section 125 Block 0004 Lot No. 024 . 008 pursuant to application dated NOVEMBER 26, 2002 and approved by the Building Inspector to expire on JUNE 10, 2004 . Fee $ 2 , 297 .40 Authorized Signature ORIGINAL Rev. 5/8/02 BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the buildir inspector with the following: for neo building or new use: ` I . Final survey of property with accurate location of all buildings, property line, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water sup�l}�„ffd sewerage-disposal(S-9 form) 3. Approval of electrical installation from Boar ire 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 lcril-ding, multiple residbnces and similar buildi 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. r B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings a '.'pre-existing" land uses: 1 . Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applican If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1 . Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildine - $100.00 3. Copy of Certificate of Occupancy - .25V. 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 DateJ 6 /a 3 / 0 -2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . New Construction. . .. . . Old Or Pre-existing Building. . . . . . . . . . . . . . . . . Location of Property. S . .�s . . .L-GV.� I. . . . . 1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . House No. I Street Hamlet Onwer or Owners of Property County Tax Map No 1000, Section. . .ka*. . . . . . .Block. . . . . ./ . . . . . . . . .Lot, a.y. .� . . . . . . . . Subdivision'•. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map . . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . Permit No.cU 9.c ?. . . .Date Of Permit. Applicant. . .Applicant. . . . . . . . . . . . . . . . . . . . . . . . . Health Dept. Approval. .`-. . . . . . . . . . . . . . . . . . . . . .Underwriters Approval : . . . . . . . . . . . . . . . . . Planning Board Approval. .•.. . . . . . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . . . . . . . . . Fee Subm t ed: . . . . . . . . . . . . . . . . . . . /�PLICA T/ . . . . . AP o�sUFFO(�-�O Town Hall,53095 Maio-Road y x Fax(516)765.1823 P. O. Box 1179 0 Telephone (516)765.1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N) DATE: I act ho 3 Building Permit No . Owner: 0')cpz:f 14M2e IL Lck kke On �v , (please print) Plumber: W\\\ �A)A^ C W� (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. L)Ak (Plumbers Signature) Sworn to before me this 01-"1day of f19r Notary Publ c, County L.1 NAPOLITANO Notary Pubft State of New York Reg No.01NA6089519 Qualified in Suffolk County o a Commission Expires March 24, O rJrJrJrJrJ�rJrJr�cPrJ�l PlJ1 J'cPr.PrE arJ arJ'rJ'rJ'rJM101'acPr: rrJr�rJ�rJrJrJ'i:PrJ'cPrJrJ arJ arJrJcPcPrJcPr fac f�r rc fcPrJcPrJrJ�rJ�cPc frJcPrJcJ e� 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY Crj 55 40 FULTON STREET — NEW YORK, NY 10038 �5 c7 CERTIFIES THAT r7 SUpon the application of upon premises owned by S 5 FULTON ELECTRIC INC. 'MANZI HOMES, INC. 5 7C55 61 WINDSOR PLACE 2675 LAUREL TRAIL 5 CENTRAL ISLIP, NY 11722, LAUREL HOLLOW, NY 11948 7C5 Located at 2675 LAUREL TRAIL LAUREL, NY 11948 e7�5 Application Number: 1143632 Certificate Number: 1143632 5 IS Section: 126 Block: 4 Lot: 24.8 Building Permit:28994Z BDC: NS11 Described as a Residential occupancy,wherein the premises electrical system consisting of c� 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor, Second Floor,Attached Garage,Outside,Attic, 5 5 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 rj found to be in compliance therewith on the 6th Day of October,2003. 5 5 5 Name OTY Rate Rating Circuit Type Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide r5 Sensor 8 0 Smoke C5 5 Appliances and Accessories 5 Cj Future Appliance Feeder 1 0 20 Amps rj 5 Future Appliance Feeder 1 0 40 Amps 5 Hydro Massage Tub,Residential 1 0 5 55 Exhaust Fan 2 0 F.H.P. 5 Furnace 1 0 Gas rj Air Conditioner I 0 30.000 BTU e5 5 Air Conditioner 2 0 36.000 BTU 5 5 Wiring and Devices I5Receptacle 80 0 General Purpose 5 Switch 84 0 General Purpose Fixture 86 0 Incandescent 5 Fixture 6 0 Fluorescent rsLi Lj Multi Outlet System 10 0 it seal 5 5 Paddle Fan 3 0 5 Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. l7 L3IrJrJrJ�rJrJrJ �Ii�IIi�IIrJ�rJ�r�r�c nr�cnrlrJr>nrJ�rJr>nrJ�rJr>nrJiIrJrJ�cPrJcPrJrJrJ�rJ�rJ�r ncncnr :11 :1 : : : I�I�IrJ�I�IrJrJ'rJ�r PLPLPLPr Im O rJ�rJ�rJ�rJ�rJ@P�Pr�r�rJ�PrJcPrJrJ�rJ�PrJ�rJ�r.PrJ�cPrJ�rJ�r..PrJ�rJ'arJ�rJ�iJ7�Pr�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�r.PrJ�rJ�rJ'aiJ'arJ�i:PrJ�rJ�rJ�rJ�rJ�cPrScPrJ�rJ�r�r�r�rJ�rJ� e� 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY C5 CC5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 FULTON ELECTRIC INC. " MANZI HOMES, INC. 5 55 5 61 WINDSOR PLACE 2675 LAUREL TRAIL 5 CENTRAL ISLIP, NY 11722, LAUREL HOLLOW, NY 11948 5 5 Located at 2675 LAUREL TRAIL LAUREL, NY 11948 e� 5 Application Number: 1143632 Certificate Number: 1143632 5 Section: 126 Block: 4 Lot: 24.8 Building Permit-28994Z BDC: NS11 �S 7C Described as a Residential occupancy, wherein the premises electrical system consisting ofc� 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor, Second Floor,Attached Garage,Outside,Attic, 5 55 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 rj found to be in compliance therewith on the 6th Day of October,2003. 55 5 5 Name OTY Rate Ratine Circuit Type '] Receptacle 1 0 20 amp Laundry 5 Receptacle 1 0 30 amp Dryer 5 5 GFCI Circuit Breaker 5 0 20 amp C5 5 Receptacle 10 0 GFCI 5 5 5 Service 5 1 Phase 3W Service Rating 300 Amperes 5 5 Service Disconnect: 2 1501 cb 5 5 5 5 5 5 seal 5 5 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 a L�s�sssMMM12EI M 1 11:��sssss��sss��s��s��sss�s��s o Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT Date: 11/26/02 Receipt#: 15614 Transactiorl Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 15614 Total Paid: $10.00 Name: Manzi, Homes Inc P O Box 702 Rocky Point, NY 11778 Clerk ID: LINDAC Internal ID:64264 r - - - - - - - - --'�616F Me, I cp 30 z-2 q 2-2x1 HDR M' 1 BEDROOM 14 1 __y WOOD RAIL PER CODE 1 1 CATI-1 CLG: 1 1 1 1 1 1 RUBBER MEMBRANE ROOF 1 � 0 1 I _ I a' 2x R R. 12 I 1 /2xIOH .R. 1410" ti tl I 1 r 0 I I 1 1 e c.r.l• 16" O.C. 2042-2 FiUG60611 — — — 47-2 — — — \ SLOPE UP1 1 1 FLAT :SLOPE UP 2-2x12 HDR1 1� 2-2x12 HDR 1- 12 HDR 21' 0" \61 811 4„ 7, 01, SO" CL\,H Posr HIP- 1i o FUTURE RECREATION ROOM z -j /� a a ;p 8'0" GLC, HGT, -� p u O POST NIP \ 0` ' 2,6" POST HIP 2'0-1 _—_-2X12 RIDGE W.G. . Of 2-2'6" / D BLE POCKET .� BEARING WALV / 2-17/4' X 9 I/4' M.L. ` • � , '\ x17 1 \ - 1 ai• 1 � ) 1 Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename:C:\Documents and SettingsVEFF\Desktop\Manzi\2002_JOBS\020102-DUFFY\DUFFY.cck TITLE: Proposed Duffy Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 10/31/02 DATE OF PLANS: 10/31/02 PROJECT INFORMATION: Sound View Avenue COMPLIANCE: Passes Maximum UA=415 Your Home=402 3.1%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1670 30.0 0.0 58 Ceiling 2:Cathedral Ceiling(no attic) 440 19.0 0.0 23 Wall 1:Wood Frame, 16" o.c. 1702 13.0 0.0 103 Window 1:Vinyl Frame,Double Pane with Low-E 408 0.340 139 Door 1: Solid 42 0.220 9 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 2110 30.0 0.0 70 Boiler 2: , 86 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 e,belief, and professional judgment,such plans or specifications are in compliance with this Co SPE OF N�. Builder/Designer/�� Date �� T "i c`> J �(� Oi34 � MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE: 10/31/02 TITLE:Proposed Duffy Residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling(no attic),R-19.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16" o.c.,R-13.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: I Doors: [ ] 1. Door 1: Solid,U-factor: 0.220 Comments: I Floors: [ ] 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-30.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] 1. Boiler 2: ,86 AFUE or higher Make and Model Number I 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. I 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. [ l Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed beating 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 the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ j Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ J Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a beat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105°F or chilled fluids below 55°F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness far Circu/aiing Hot Water Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Un to 1" Un to 1.25' 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pine Sizes Piping System Types Range F 2" Runouts 1" and Less 1.25"to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) M-1802 BUILDING DEPT. [ /INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA & CHIMNEY REMARKS: t DATE l S� INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ 7C] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY DZ 21L ZnW4eWZ DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ q-IfOUGH PLBG. [ ] FOU DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ FIREPLACE & CHIMNEY REMARKS: .tom--- r c ' DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: Ley DATE77Z3 INSPECTOR !/ I M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY REMARKS: C' DATE 03 INSPECTOR IM A FOUNDATION NMI 2A.,TLOW-1�wj Ful- I , All ►� vary �i ftl at � � ROUGH FRAMING& PLIMMING AMIN iINSULATION STATE ENERGY CODE /✓/ iV/�/�� -�� ._ ADDITIONAL COMMENTS - — � r i,Y,..; �.__., uvwuu�v t utuvut L1rr Lrlit1r1V1V l.RLSI.tLL1J1 BUILDING DEPARTMENT Do you have or need the following,before applying TOWN HALL 26 Board of Health ' . SOUTHOLD, NY 11971 �� ` 3 sets of Building Plans TEL: 765-1802 Survey P I3'1'�10. _ �'j� /�Z� Check Septic Form N.Y.S.D.E.C. Examined /��A�c� ,20� Trustees Contact; IIn Approved_ 14LIO 20 Da' Mowti: Disapproved a/c Phone:_? Building Inspector APPLICATION FOR BUILDING PERMIT Date �^ , 20� 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 work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupant is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the 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,h sing e, and rggulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) '70 —t�C`5k _70Q Ann PkLJrP), (Mailing address of appli ant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or.builder Name of owner of premises X10.nZ-., E}pM e c I n C (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. asg 4 - P Electricians License No. 7"pp b - Other Trade's License No. 1. Location of land on which proposed work will be done: Ci� �i )ur Clouse Number Street Hamlet County Tax Map No. 1000 Section--i2-S Block 0 �( Lot 24 , SubdivisionFiled Map No. Lot (Name) State existing use an4 occupancy of premises and intended use and occupancy of proposed construction a. Existing use and occupancy U Cl C C-N T 1 Qy1 ('r� b. Intended use and occupancy m rl 2 \�A (tee S i C�e n/ Nature of work(check which applicable):New Building___L---- Addition Alteration Repair Removal Demolition Other Work (Description) Estimated Cost 600 n(mac Fee ' - (to be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Rear _ Depth Height I Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Dimensions of entire new construction: Front "W� 8 1 Rear i'7 4 ' 4 '1 Depth t70' /0 1/ Height 331 Number of Stories C�;' Size of lot: Front S 3 i Rear S y X 7/1 Depth y G I L/ /I 0. Date of Purchase 13 f 0200 Name of Former Owner b U vrz\ b n is 07,3t-c- 7oI{ (1 e 444 1. Zone or use district in which premises are situated 2. Does proposed construction violate any zoning law, ordinance or regulation: 3. Will lot be regraded S Will excess fill be removed from premises: YES NO 4. Names of Owner of remises kau,-e( Li.,ks Address ?-6 Gc,�\ boa. R.P-1 Phone No. '7(114 - 10 3 Name of Architect Address P-O 6S k 63�j S 6o-6�Phone No ka'1 j-P3A Name of ContractorMCbZi es' NOL Address RO&A-X 61•P7—PhoneNo.�74—�!r)2 i. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED i. 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. PATE OF NEW YORK) SS: XNTY OF , --�C)k '\ C--Z �-X—t C�C=7 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, )He is the_ I C -e— — Pie j j (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; it all statements contained in this application are true to the best of his knowledge and belief; and that the work will be rformed in the manner set forth in the application filed therewith. lom to before me this p day of 1611- 20 Od Notary Publicgnature of Applicant ROME SALEmE NOTARY PUBM,Smog of Nm Yo* 01SA48DG81s QuaMed in SUM&Caunbr Cw=bW nEWYasJ M9g31 006 l HU �.I� -�n��r rrr rx TJZ rr A-i VV r�r L- UST Applicant/ Date. Owners Name: - Reviewed: Architect/ _ Date Engineer: J Submitted: 1114-(.10 SCTM District: 1.000 Section: 1310 k: �_ Lot: project Subdivision Location: ,�� r7-�.C.r� ,s_!'% /itz.cl' }'Y(r�t/ • Name: � � Sin&le& separate Required certification: (Yes/No ,(�r� Req., Itcq. Zoning Dist? o si _ �� Actual: 5— I (Lot coveragt)�ProposedL I Req. ) ��i/ Req. i Req. (front Yard, Proposed: ✓� J (Side Yar&� Proposed t (Rear Yard Proposed S� Project Description: AGENCUEL MITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. v-oa 0," New York State D. E. C. Town Trustees ✓ Town Zoning Board approval: Town Planning Board approval: T Flood Plane Elevation??? Flood Zone: _ �i�-•.e.� 8 { e • JOSEPH P. PFAFF P.O. BOX 365 MATTITUCK, NY 11952 631-298-5475 October 24, 2003 Town of Southold Re: 2675 Laurel Trail Building Department Laurel, NY Town Hall Permit#28994z Southold,NY 11971 To Whom It May Concern: I am the future homeowner of the house at 2675 Laurel Trail, Laurel, NY. I am writing this letter to state that a walkway will be done at said location. Upon the completion of the walkway, I am assuring you that all the ground level risers will be equal to the rest of the steps. Further, all garden plating beds will be done according to appropriate code. Thank you for your attention to this matter. Sincerely, Josel !elff 7rPROPOSED B NO. �O ^_ ; �/-� / C. / I"`Y Y"11 /✓yl TITLE NO. �S/o3D FIRST FLOOR AREA: 2,7602 S.F. `SECOND FLOOR AREA: 1 ,1022 S.F. PROPOSED GARAGE AREA: 684* S.F. PROPOSED FULL-BAgEtt 4E- 40, ED 4jY I r S� ae p0. Y�. ad � /,0�5 Yo•. eo LOT 7 bg LOT 6 ' 12 � AZ' e g ' OO V Z at 3 2022 ,z5 ea. ry1 ,Bo m62 may.¢/ an f' / BC 2161 � dye• .'� � LOT 5 c 22aau PC tax � Bc 2a 8� 6$ ,Rs 27.93 mam .o yti , / Bc 12 i1 Eat " R=25-00 \ L=36.34 \ < \ �G \ \ FIEVAIKKIS saw HETEQH REFER 1D HGVD. \\ 0 THE E%ISiENCE OF RIGHT OF WAYS AND/WR EASEMENTS 6 IEMRq F ANY.BUT SHOWN ARE HOT GUARANTEED, \ G MIS SURVEY WAS PREPARED N ACOOROANCE WIN DE DWW CODE OF PRACIME FOR UAW SURVEYORS ADOPTED BY THE NEW YORK STATE \ � ASSOOATION OF PROFESSwA.LAW SRW YOK \\ ANY ALTERATION ON ADDITION TO THIS SURVEY IS A WQAIM OF SECTION 7M OF THE NEWYORK STATE EDUCAFRM LAW.COM OF nes sRTEY WAP NOT REARINGnE LAW SIRfff9 S IVIED SEAL ON EMBOSSED SEAL SHAWL.NOT IE RINSOEIED 10 BE A VALID TWE COPY.No OFMAL OF Das STATE,OR OF ANY ERY,MINTY,row OR MADE Ftl THEREIN,ONRCFD WITH THE ENNflO1T OF uWa OMAHCES OR REGULATIONS SHALL ACCEPT OR APPROVE ANY PLANS OR SPEMI ATIO16 THAT ARE NOT STAM.aRTEICADDIIS INWAIED HITEON SHALL RIM ONLY To THE PERSON FOR WHOM THE SURVEY Is PREPARED,AW ON HIS BEHALF TO INE RILL COMPANY,OOWxwENTAL AENCY AND LENDING INSn1DRw LISTED HINON AND TO THE ASSGNEES OF ME U MM NSBTDIIONI. COMOTKINS ARE NOT TRANSTRABUF m ADDITIONAL INSTITUTIONS ON SUBSEQUENT OWER, SUFFOLK COUNTY TAX MAP DIST:1000 SECT:125 BLK:04 LOT:24.8 MAP NO: 10712 DATE: NOVEMBER 23, 2001 BURTON LOT(S) 6 BEHRENDT ,(SOF NEW ° MAP OF LAUREL LINKS SMITH g �B• 9E/�q �•(- PC � LOCATION: MATTBTUCK -T ENGINEERS TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK ARCHITECTS SURVEYORS SURVEYED: OCTOBER 9, 2002 IHOugcxANHIE: IH/m/o: c 10 ONO CERTIFIED TO; MANZI HOMES, INC. OERCaHS>AOrnOH SURVEY 244 EAST MAIN ST. �g3 J� PATCHOGUE, N.Y. 11772 NSFO LAND SVP (631 ) 475-0349 SCALE: 1 " = 40.00' FILE NO., 02-399-6 FAX 475-0361 BUILDER'S JOB NO. TITLE NO. TOTAL PLOT AREA: 29.5721 S.F. PROPOSED FIRST FLOOR AREA: 2,760* S.F_ PROPOSED SECOND FLOOR AREA: 1,102 S.F. PROPOSED GARAGE AREA: 6841 S.F. _ PROPOSED FULL BASEMENT ./Y S� �}S 419 Y2. 6� LOT 7 � TH 60 LOT 6 4.1 nt `� ffiR Sn b� nS a ,n ♦\ 3'0ti� Be ffi61 \..St �, q♦,\ /� ,/' M71 \d < \ d Wo♦ �i. V , Be 1A61 \ —J ,- / \ TC tan ti LOT 5 y/K M23 a1 4i TC ffix b Be z&0 ,BC 27.93 'gyp M naafi M1t. K Be 17. GROUND EL. 2.0' LOAM 16.0' SAND k GRAVEL R=25.00 L=36.34 \ \\ / NO WATER �G TESTHOLE 3 AS PER FILED MAP \ \ ELEVATIONS SHOW ImEa REFIIN Io n.c.vD. \\ `' THE DISIENCE OF RIGHT OF NAYS AND/OR EASEMENTS OF RECORD,IF MY,NOT SHOW ARE NOT GUARANTEED. \\ OG THIS SURVEY WAS PREPARED N ACCORDANCE NTH ITE LOSING CODE OF PRACTICE FOR IMO SURVEYORS ADOPTED BY THE NEW YORK STATE \ ASSOOABO7 OF PROFESSIONAL UNCI SURVEYORS \ ANY ALIENATION OR ADDIRON TO MS SURVEY IS A VIOLATION OF SECTION 7209 OF TIE NEW YORK STATE EDUCATION UN COPES OF THIS SURVEY \\ NM NOT BEARING INE LAND SURVEYORS NIRD SEH OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALLA TRUE COPY.NO OFFICIAL OF IBS STATE,OR OF ANY OTY,COUNTY,TOWN OR M11Aff TIBEN,CHARGED NTH THE ENFORCEMENT OF LAWS,ORDINANCES OR REGULATORS SHALL ACCEPT OR APPROVE ANY PLANS ON SPECIFICATIONS THAT ARE NOT STAMPED.CERTIFICATIONS N)MATED HEREON SHALL RBI ONLY TO THE PEW FOR■IOU ONE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERN E NT&AGENCY AND U NONG NSINION LISTED HEREON AND TO THE ASSGM O THE LENDING NSINTION. CERTIFICATIONS ARE NOT 1RAINSFTTMBIE TO ADDITIONAL NSITUTIONS OR AIBSEOUENT ONENS SUFFOLK COUNTY TAX MAP DIST--1000 SECT:125 BLK:04 LOT:24.8 BURTON MAP NO: 10712 DATE: NOVEMBER 23, 2001 LOT(S) 6 BEt-iRENDT SMITHV;,LW Yi;i7i MAP OF LAUREL LINKS PC D�r+"`EfiR�k LOCATION: MATTITUCK ENGINEERS TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK ARCHITECTS SURVEYORS SURVEYED: OCTOBER 9, 2002 HOUSE CHANGE: 11/2O/O2 K CERTIFIED TO: MANZI HOMES, INC. 244 EAST MAIN ST. PATCHOGUE, N.Y. 11772 (. ° (631) 475-0349 " •``` SCALE: 1 " = 40.00' FILE NO: 02-399-6 FAX 475-0361 BUILDERS JOB NO. TITLE NO. TOTAL PLOT AREA: 29,5723 S.F. PROPOSED FIRST FLOOR AREA: 2,7603 S.F. PROPOSED SECOND FLOOR AREA: 1,1023 S.F. PROPOSED GARAGE AREA: 8843 S.F. PROPOSED FULL BASEMENT ./r SE •� o f �l Y 1��h 2YOs // F 60 Lor 7 F .H., ,' 0$ LOT 6 4. s 0 f cF tr Y'• try , `\ OS 6 � � 4 /// try es\y0 ♦\ $O. 1W M61 •(? o \ $ airy ,•' �tr `\ s /� ,/ an d b\ �. I• i K M62 \ 16 lb Abp `\ Tc 7 LOT 5 y,ec2au bN1) / TC M Bc ffi i TC f4aD �1922.0 'O ' O ° // / - IC 2866 BC 2T Npy4 i'� `�� GROUND EL. 2.0' LOAM 1 /NItif VH u] 16.0' SAND & GRAVEL R=25.00 L=36.34 \ \ < NO WATER \ �G TESTHOLE 3 AS PER FILED MAP \ ELEVATIONS WY14 HDECN ROPER N HAVD. \`\ O THE EBSTEACL 6 RENT OF NAYS AND/ON EAS]ENTS 6 RECORD,IF ANY,NOT SHOW!ARE NOT GUARANTEED. \\ G THIS SIRYEY WAS PREPARED IN ACCORDANCE NRI IE FISTING CODE OF PRACTICE FOR LAD S R\EYORS ADOPTED BY THE NEN YORK STATE \\ ASSOCIATION OF PROFESSIONAL LAND SURVEYORS \\ ANY WMATION OR ADDITION TO MS SURVEY IS A VIOLATION OF SECTION 72M CF THE NEW YORK STATE EDUCATION LAW.CORES OF THIS SURVEY \ MM NOT FARM THE LAND SURVEYOR'S INKED SEK OR EYBOSSD SEAL STALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.NO OFFICIAL OF THIS STATE,OR OF ANY CITY,COUNTY, TOWN OR WAGE THEREIN,CHANGED WEN TUE ENFOtOP]EAT OF LAWS,ORDINANCES OR REGIIURONS SHALL ACCEPT OR APPROVE ANY PLANS OR SPECEICADONS THAT ARE NOT STAMPED.CERIFlCATIONS INDICATED HEREON SHALL RIIN ONLY TO THE PERSON FOR WHW THE SURVEY IS REPINED,AND ON HIS BEHALF TO THE TIRE COMPANY,GOYflMMENTAL AGENCY AND LENDING NSTINTION LISTED HEREON AND TO THE ASSIMEES BE ME LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SIBSEDUONT OWNERS SUFFOLK COUNTY TAX MAP DIST:1000 SECT:125 RLK:04 LOT:24.8 MAP NO: 10712 DATE: NOVEMBER 23, 2001 BURTON LOT(S) 6 BEHRENDT rt MAP OF LAUREL LINKS SMITHPC LOCATION: MATTITUCK \• -�' ENGINEERS TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK ARCHITECTS ^ y SURVEYORS SURVEYED: OCTOBER 9, 2002 HOOSE CHANGE: U/20/02 10L (b Ar CERTIFIED TO; MANZI HOMES, INC. 244 EAST MAIN ST. PATCHOGUE, N.Y. 11772 al (631 ) 475-0349 `'�Y';....,. SCALE: 1 " = 40.00' FILE NO: 02-399-6 FAX 475-0361 BUILDER'S JOB NO. TITLE NO. TOTAL PLOT AREA: 29,572* S.F. PROPOSED FIRST FLOOR AREA: 2,7601 S.F. ,. f�...'. r. �... L..:.:.i. PROPOSED GARAGE AREA: 4401 S.F. PROPOSED FULL BASEMENT r _ OlpT a 40. �b. LOT 7 r n�o$ 6� LOT 6 I i n4 � ! c� g° O 7Z .4 C� 4 o. 9C M62 / �P a rttau rL LOT 5 .a�l tan F 14,J It u1c 1 / a Alpo6$ u0 yTO� / 00 / rt xm / / W27 GROUND EL. 2.0' LOAM / / 6 i S \ 16.0' SAND k GRAVEL 1114;o \\ R=25.00 cAs"F \ L=36.34 \ \� NO WATER 1 TESTHOLE 3 AS PER FILED MAP ELEVATIONS SOWN HE EM REFER TO NAND. OTR ENSTENFL OF RTNT O'WAYS MD/OR EASEMENTS OF RECORD,F ANY,NOT SHOW ARE NOT GUARANTEED. \ G THIS SORIEY WAS PREPARED N ACCtlmNNE WIH TIE EMWG CODE CE PRACTICE FOR LVO 9RVEYORS ADOPTED BY INE NEW YORK STATE ASSOOAOON OF RROLSS@IAL LAND SURVEYORS ANY ALTERATION OR ADDITION TO MS 9RVEY IS A VIOLATION OF SECTION 7219 OF THE FEW YON STAIE EDUCATION UW COPIES OF THIS SRVEY -1 WAP NOT RARING RE LVO SRYEYR'S FWED SEAL OR DOOW SEAL SAL NOT BE MRSOEREO TO BE A VALID IRDS COPY.NO OFFgAL OF - THIS STATE,OR OF ANY ON,CONN, TOW OR M IAfEE DUMN,PNMGED WN THE EEEOEfNDNT OF LAPIS,ORMANO'S OR REGULATIONS SHALL - ACOPT OR APPROVE ANY RANS OR SPECRCARO S THAT ARE NOT STAINED.CERTIFICATIONS NDOATED HEREON STALL RN ONLY TO INE PERSDN J "J FOR WOW THE RIMY 5 PREPARED.AND ON HIS EENAEF TO THE BDf OOEPNN.GOWMOTA AONCY NO IEMW INSTITUTION LISTED HEREON - r AND TO THE A59FAEES OF RIE LENDING INSTITUTION. OROTCAIONS ARE NOT TRANSER/6LE 10 ADDITIONAL INSTITUTIONS OR SIBSEONNT O■iERS SUFFOf:k CbUIJTY TAX MAP DIST:1000 SECT:125 BLK:04 LOT:24_8 11000011 MAP NO: 10712 DATE: NOVEMBER 23, 2001 BURTON LOT(S) 6 BEHRENDT of NEW Y _. SMITH `R* MAP OF LAUREL LINKS '\�' BEHq PC yP�yF,y LOCATION: MATTITUCK ENGINEERS ' T ' TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK ARCHITECTS SURVEYORS SURVEYED: OCTOBER 9, 2002 CERTIFIED TO: MANZI HOMES, INC. 244 EAST MAIN ST. �' Ago. OAA' PATCHOGUE, N.Y. 11772 (631) 475-0349 SCALE: 1 " — 40.00' FILE NO: 02-399-6 FAX 475-0361 BUILDER'S JOB NO. pe a (T/ITLLLE� NO. TOTAL PLOT AREA: 29,572* S.F. PROPOSED FIRST FLOOR AREA: 2.760* S.F. / V PROPOSED SECOND FLOOR AREA: 1 .1023 S.F. 111 PROPOSED GARAGE AREA: 684* S.F. PROPOSED FULL BAStMrNF- ,7 ✓Y' 1 � 4 ��. LOT 7 4blb LOT 6 6 �b. ro2 s ��. f ♦ �� 2e.69 � - 6 1� cs ry1 /,BC 2862 4 6 P , ,RC 2A LOT 5 ' 3 h1`tiry P� 1� 2 2W36 , �tPp ,L6� ,BC 27,93 BC 277... (fl"" hti�✓" \\ R=25.00 «. I"`' \\ L=36.34 \ \ .9 \\ G \ ELEVATIONS SHOVN HERRN RERR TO N.G .D. \\ `' 01E EASTENCE OF PoQUT OF WAYS AND/OR EASEMENTS OF RECORD.IF ANY•NOT 910114 ARE NOT GUARANTEED. \\ OG THIS 9W1EY WAS PREPARED N ACCR)MCE NTH RE EMING CODE OF PRACTICE FOR LND SURVEYORS ADOPTED BY THE NEW YORK STATE \ ASSOCIATION OF PROFESSIONAL LAO SURVEYORS \ ANY ALTERATION OR ADOINN TO R6 SURVEY IS A VIOLATION OF SECTION 72119 OF TIE FEW YON STATE EDUCATION LAW C343 OF THIS SURVEY V MAPMS NOTE. R O DIE LAID SURVEYORS NEO SELL G E B DEIN. SEAL SUNT NOT ENFORCEMENT ETO BEA VAW THE COPY. U OOHS 1A DOS ST OR OR O ANY OTY•COALY,i0w AA VLA(A OARE]N. STAMPS NTH RE SINCACED LAWS,N SH A L RU QU ONLY TO THE P 9IALL ACCEPT aR APPROVE ANY RAN"OR SPECIFICATIONS MAT ARE NOT STAMPED.CERTIFICATIONS N11CAlE0 HEREON 91AE HN OEY i0 RIE PERSOII FOR SIGN THE SURVEY IS NEPAHED,AND ON HIS HNNF TO RE RILE COMPANY.GOVERNMENT&AGENCY NO LENDING NSRNINN LISTED HEREON AND TO THE:ASSIGNEES OF THE LENCING MORMON. CERIFICATION$ARE NOT TRN19EAf8E TO ADDITIONAL NSRNOO6 O1 SUBSEQUENT DNR& SUFFOLK COUNTY TAX MAP DIST:1000 SECT:125 BLK:04 LOT:24.8 BURTON MAP NO: 10712 DATE: NOVEMBER 23, 2001 LOT(S) 6 BEHRENDT aP��oF Newyp� SMITH so.yso. BE R MAP OF LAUREL LINKS LOCATION: MATTITUCK ENGINEERS TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK ARCHITECTS SURVEYORS SURVEYED: OCTOBER 9, 2002 HOUSE CHANGE: 11/20/02 0. 04930 ,. UNOERCONSTRUCTION SURVEY 1/29/03 244 EAST MAIN ST. �S P CERTIFIED TO: MANZI HOMES, INC. FO LAND 9V PATCHOGUE, N.Y. 11772 (631 ) 475-0349 SCALE: 1 " = 40.00' FILE NO: 02-399-6 FAX 475-0361 �E _ 1 BUILDERS JOB NO. TITLE NO. TOTAL PLOT AREA: 29,5721 S.F. PROPOSED FIRST FLOOR AREA: 2,7603 S.F. �! PROPOSED GARAGE AREA: 4403 S.F. - •'- PROPOSED FULL BASEMENT I 11 NT` _ �•.�� _ i o7., Till. - X40 oz 60 SpA LOT 7 N 60 1�e ,h1 EE LA0/ LOT 6 i , 41 �N SBC M64 {+ / B[27.61 A Lor 5 'i ` /"`C 2Lti / cP llpO K 0� 27.91 hry, / B ]J.RA x Ulm / W v. GROUND EL 1.0' LOAM / / 6 / NO J� 1pA o y� i \ vg** m 16.0' SAND @ GRAVEL R=25.00 \ L=36.34 \ T NO WATER TESTHOLE 3 AS PER FILED MAP C'� \ ELEVATORS SHOWN H DEON REFER TO N.G.VD. C•1O THE DISHENE OF RGHT 6 WAYS AMAR EASEMENTS OF RECW.IF ANY,NOT SHOWN ARE NOT GUARANTEED. \ G TMS SURVEY WAS PREPARED N ACCWMIG NTH THE DRSTNG CODE OF PRACTICE FOR EMU SURVEYORS ADOPTED BY K NEW YON(SUE Le \ ASSOWRCN OF PROFESSIONAL LAND SMAENIRS J ANY MIEAAnON ON MORON TO MS SUIKY IS A NOATON OF SECTION YNA OF THE FEN YOM STATE EDUCATION UM.fOM3 G THIS SN`AY MIP NOT BEARING THE LANG SMRV09i'S RID SEA O2 BOOM SEAL SNARL NOT BE O NSDFRED TO BE A VflN TRUE COPY.NO CRTOAL.OF _ THIS SLATE,OR OF ANY CITY,CONN. TOW OR VILLAGE THEREIN.CHAIM WN 11E D FO CE ENT OF LA Opl/NfF$OR REGIMTOIS SNARL _ W Y ACVT OR M4ROW ANY RAMS OR SpECRCATIOIS TLIT ME NOT STAMPED.CERTFICAR M5 RgfATED HEREON SHALL PDN OEY TO THE POt.Sd FOR WON THE SURVEY IS REPMED,MU ON HIS BEHALF TO THE TILE GOPANY,O MERNMENTAL AGENCY AND IFIURU NSDNTI011 USRD HEREON ANO TO INE ASSIGNEES OF TIE UEMEM N5MME L CERMUT06 ARE NOT MANMRAIAF TO I➢OGOOL NSRNTIMS OR SMSEOENT OWERS. SUFFOET C66NTY TAX MAP DIST:1000 SECT:125 BLK:04 LOT_24.8 MAP NO: 10712 DATE: NOVEMBER 23, 2001 BURTON LOT(S) 6 BEHRENDT SMITH OF NEW y°�� MAP OF LAUREL LINKS BEHR' Pc A.P/�s' RFti y LOCATION: MATTITUCK ENGINEERS - 1 TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK ARCHITECTS �C SURVEYORS SURVEYED: OCTOBER 9, 2002 ro RTIFI D TO: MANZI HOMES, INC. 244 EAST MAIN 5T- PATCHOGUE, N.Y. 11772 "moi) -' (631 ) 475-0349 SCALE: 1 " — 40.00' FILE NO: 02-399-6 FAX 475-0361 o PSG o 0 ff- F o �L- Io. � All, 11 d yy� I�' "' �Q (D0 1� Z �y2• Map of Lot 6 "Map of Laurel Links" Filed: November 23, 2001,Map Number 10712 _ Situated at Mattituck ao Town of Southold, Suffolk County,New York G _ �'� •3¢ District 1000 Section 125 Block 4 Lot 24.8 Area=29,572 Square Feet Certified To: Joseph Pfaff Dorothy Pfaff Quicken Loan , ? -n Sunrise Abstract CY'` I —r First American Title Insurance Company x a CD 3 nC� J yV ANTHONY ABRUZZO R.L.S. REGISTERED LAND SURVEYOR Y ae 12 Monroe Street Rocky Point,New York 11778 (631)209-0676 _ * ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 SURVEYED: September 8, 2003 - - °- OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR's ORIGINAL SIGNATURE AND INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. Pp GANG 8 THIS PARCEL IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. ELEVATIONS REFER TO N.G.V.D. Scale: I" = File . LL6 ASPHALT ROOF SHINGLES (TYP)- - 17 _ -----__ --�12 12 TOP OF PLATE - rM - -_ -- - - -_- o -TOP OF SUBFLOOR - - TOP OF CEILING CEDAR SIDING (TYP)_ - - - --- - - ' - �I i; in - ° I00 0 11 _ _ _ _ _ -- ___ --- - ( �L - — - - - _ -- •' L. RED STONE VENEER, TYP.=�� -- -TOP OF SUBFLOOR n _- -_— --TOP OF SUBFLOOR ,�h CSI , ( __1° 1 .- _ ___._ ._ _._—_ -_ - lr"�l. /V L,� _ _ GRADE -_ -- -TOP OF FOUNDATION I I i I z I � 0 o" P.C. FN . WALL , ' m ' ' x L______________ ,______________________________ _ __-J ON i6° X e P.G. FTG. , , 1 i L___i ' L___, X , IL IL UL TOP OF FOOTING Q _ 111 - ... 111 0 do _________ ____J_________________________ L __ ,_________________________________ _L_____ L .------------.. — I_ FRONT ELEVATION ,g >r — _ wo rq 1L .9 U_ GENERAL NOTES: LI- G.All work shall be performed in accordance with all stale, LU municipal, local zoning and building codes and ordinances -- - - - _- __ — ---- having Jurisdiction and best standards of construction _ _ -- _ - -----_ - -- practice. The American Institute of Architects Conditions shall apply PLUMBING to performed all work perfoed on this prc!eol. &WATER LINES NEED 4 - _ - --- - _ - -- - - -- _ -- _---_ - --_ ALL PLUMBING WASTE ENGINEER+ 2.The Contractor shall verify all conditions at the site. Any _ _ discrepancies must be brought to the attention of the Engineer TESTING BEFORE COVERING prior to commencement of construction. The Contractor shall be responsible for corrections not reported once he has started work II - _ - TOP of PLATE except for hidden jab conditions. V _ _ __ _ _ - PROVIDE ANTI-SCALOANOtOR 3. Contractor shall guarantee to the Owner that all materials and THERMAL SHOf,K PREVrN'1^'+ __ equipment Incorporated in the work will be new,and that all work _—� -__ - - ----- ---- - --- - STATE BUILDING CLLE. will be of good quality,free from faults and defects for a period _ Ttl _ a --___ _ - - - - _ DEVICES AS TO PART 907.f'!1') `4 c of one year from the date of the final Certificate of Occupancy. - _ N,Y• I \•`` \ V -3 � 4.The Engineer shall not be responsible for the construction means, -- _ _ _ - _ -' _ - - _ - - - L\� � t J •'/ methods,techniques,sequences or procedures,or for the safety - i __ _ - _ eo Ifeoppc*r Sty+;ing is ciF +I precautions and programs in connection with the work,and he -- --- __ - _- .-_ ---__---- _ _-__ --- - - for m+au;r :�I,ta Ik;utir�a JEFFREY T, 15UT4ER, P.E. vvv v shalt not be responsible for the contractors failure to carry out - `� i 'al! m the work in accordance with the construction documents. TheUJ o ---- Engineer shall not be responsible for the ads or omissions by --- --- - - - --the contractor. No changes shall be made m the documents and/or the building as designed without the expressed written _-" - - - - --- -"""- _ _ •f r+,pes i; _ Uo�ESQ�TtL�� consent of the Engineer _ "- _- -i�--- -- ----�-" - "�- '� -- --- --------- TOP OF CEILING 5.The contractor and all subcontractors shall maintain continuous Insurance coverage including statutory Policies(Worker _ - r Compensation,etc.)and general liability in an mount not - _ less that$5 million and automobile liability and damage _ _ -----_ ---- - _ PROVIDE �/, R FIRE to � LU coverage not less than$2 million. The Engineer shall be - -- - - - - --- _ "- ------" _ RATED SEPA ATION TFLUMBER CERTIF/CAT/Q N O a named Insured on any and all policies. __ — -- —__ _ -- — _- _ - —_— _ _— — — _ PART. 717.3 f) (1) UN LEAD CONTENT BE'FO E F B.Provide 0-025"aluminum termite shields over fibrous - _ -- _ ® _ --- -- _---_ _ - - N.Y. STATE BIIf INC 8 M71FICATE OF OCCUPAN Insulation at all perimeter sills. ---- - ---- - ----- __ - ' _ Q -_ 7.All wood lncontadwdhcencroteormasonrytobeWdmanized - a'o"xa'o" o.H.D. la'o"xe'o" o.H.D. _ -- __— - ---- -_— __—_ -------_____ -- --- PROVIDE SMOKE-DETECTINSOL _ DlP✓ IA%/!TrF --- _ or pressure creosoted. __ __ __ __ ` DFR USE B.Asingle station smoke detector alarm device shall 6e installed ___ _ ___ _ - _ -__ - ---- -_ -_- ---- _ ALARM DEVI ES PP,(-V J�Y.on TEAM /-3/V11r!! Q � z m each bedroom, s all floore and shall be all Interconnected per code. ----- - - _ -- _---- -- __ __ __ __ AS TO PART. 21.1 _XC 2120 Of 1% LEA • J __- _ 9 All bathrooms without operable windows to be mechanically ventilated --- - _ ------ _- _ ___._-- _- N.Y.S __ TOP oR ____ as per New York State Code. _-__ _ __ _ -_ _- -.__-__ -_- _ . - BUILDIN COD_ of gutaFLoid 10.Heating to be designed to provide 70 degrees F.with outdoor -__- - - -- --- --— -_-__- -- ---- -- --- __ U - J o designed alr-temperature of 0 degrees F. and 15 MPH wind. - - TOP oF;eouNDAT1oN d 11.All electrical work to be In accordance to the rules and PROVIDE OPEN NGS FOR APPR VED AS NOTED 0- regulations of the N.Y.B.F.U.and a N.Y.B.F.U. cemficate is I EMERGENCY E CAPE AS DA 1 �O °�•R# g 9 O p 9 to be presented to the Owner at the completion of the job. REQUIRED BY PART. 714 OF 97 BY: - � 12. Plumbing Installation to comply with State and Local codes ; ; and the sewage disposal system to meet Health Department standards. 1 N.Y. STATEBU!LDINGCODE. trv1 Z 13.Do not scale drawings Use figure dimensions only. ' NOTIFY BUILDING DEPARTMENT AT K- " -`----------------------------------------------------------------------------�"-I FOLLOWING 9 AM EC 4 S: FOR HE 3 14. All work to conform to the rules and regulations of the New York _____________________________ ___ ' ' ' I FOL ________ EE LOWING INSPECTIONS: Energy Conservation Construction Code. All glazed area to be double `------- ------ ------� _________________ I DO NOT PROC WITH glazed and all exterior doors to have insulated cores '--r---� i I I 7. FOUNDATION - TWO REOUI ED b FRAMING UNTILURVEY FOR 15. The Insulation protection as indicated on these plans exceeds �� L IA - ROUGH POUREDFRAMING & PLUMB N the Code's minimum standards. _ .1 t// STEP P r'--r I HAS BE a INSULATION �4 > 3o DEG MAX,nAx. OF FOUNDATION L CATION ' ' BEEN APP D, FINAL - CONSTRUCTION M 5 16.These drawings and specifications are instruments of service and ' r ' r) ___, L_________________L L___________♦i______ia_________________J i_________________Li_______�___�_ - - TOP OF FA E• shall remain the property of the Engineer whether the project for '� ---r---r--------------r Ir FOR C.O. 1 77"""{{ which they are made is executed or not. They may not be used '____'______________J__________________________ _____________.______ ___________________J__________________L________L___J ALL CONSTRUCTIOM SHALL M-E A on any other project except by written authorization of the Engineer. RICzI-�T ELEVATION -.' OCCUPANCY OR THE REQUIREMENT OF THE STATE CONSTRUCTION & ENEI t., Oar ro USE IS UNLAWFUL CODES. NOT RESPONSIBLE O 1 V "� , i WITHOUT CERTIFICATEDESIGN OR CONSTRUCTION ERR R TOP OF PLATE FR N1 TOP OF 6U13FL.COR TOP OF COILING ------ - in TOP or SUBFLOOR TOP OF FOUNDATION GRADE Li --------------------------------------------- ------ ------------------------- I-------- 7-- ----------------------------------------------------------r L---------------------------------------------- --------------- TOP OF FOO-INC IL- X L-----I------------------- ----------------------------L------L---------------------------L-------- ------------------ - - -----------------------------------L-----------------------------------------------------------------1 .4 IL W3: REAR ELEVATION 3: Cr% '0 IJJ FOUNDATION NOTES: tllZ 1. fir Anchor Bolts @ 11'4'D.C.Maximum 2. 8"Concrete Foundation Well,8'-0*High,3000#Test LU 10 3. lfr x 8"Concrete Well Footings,3000#Test 4. 2-1 W 11 7/9"Microlarn Built-Up Girder-Grout Beam Solid in Pocket 5. 24'x 24'x 12"Concrete Column Footings,3000#Test 6. 4"Concrete Flow Slob,3000#Test with 6"x iiiiii mash and vapor harder 7 Damp proofing and stexuarior foundation below grad LL 8. Foundation well to extend a minimum of 8*above finish grade. 9. Assumed Sol hearing capacity,2 ton per square foot,subject to inspection and 10 All footings to be comecl down to undisturbed s& fir No fooling shell be set higher or lower[ban a 30 degree angle from any other footing. 12.Pour no concrete on frozen ground or in freezing weather ENGINEER: 13.3 112' afty,columns M Floor Construction: ------ VEI�y MATERIAL NOTES TOP OF PLATE 3/4'088 plywood suollow, glued 117/8'TJI250&460 floor joists,spacing as noted i 2-2x6 CCA sill with termite shield find shl seal. Finish floors as per agreement Roof Construction: 16, Asphalt Roof Shingles,20 year 3-tah 15#Felt Paper ------ 1/2"COX Plywood Sheathing 2x12 Ridge,structural ridge as noted ROOF SHINGLES (TYF9 200 Roof Rafters @ 16"O.C.as noted 2x8,2x8,2x10 Coiling Joists @ 16"O.C. -- -------- 20 Collar Ties @ 32"0 C. Wall Construction: -- -- - - TOP Or SU15FL.0OR Z 2 2x6 Firsda,wrapped with aluminum WTOP OF CEILING C Overhang as noted Vinyl full vented soffits Aluminum guitars and leaders Cedar siding,Storms face where noted Tyvek Housawrap 112'COX sheathing ---- --- 2*4 Studs @ 16"D.0 with 2x4 shoe and double 2x4 plate - - ---- ��r;EDAR SIDING (TYFI)-=- LL 112"Gypsum board LL 518"Type X in garage M < F- 112"MR in wet areas Windom manufactured by Andaman(except where noted),verify all rough openings U- At least one window in each room shall comply with exit requirements d) CL 0 v Z Insulation 4.�R-13 in all exterior walls common with living areas and liming areas common with garage 6" R-19 in cathedral ceilings TOP OF SU15FLOOR 6' 1R 4*kh all flat ceilings -1 4'_R II exterior garage walls TOP OF FOUNDATION FRAMING NOTES: 0 1 All raiders 2x12 unless noted 2. All comers,are who r,y U. 3. Double jacks over 48"spans 4. Double joists under all parallel partial Z 5 Provide flm shipping In all walls as,per N.Y.S Code 8" P.C. FND. WALL ----------------------------L L L, 6 Rafter I cuts shall not exceed 4' ON 16" X 8" P.C. FTG, ------------------------------L---- Do 0 7. Where joists am notched to hasidens,so as to reduce beam depth,Use,bridle irons m crustral connectors. 0 8 All floorjoists,refters,and wiling beams to be Hem fir number two or better winfuldfluDin grade with a minimum it,= 1200 PaJ. 9. All 2x4 and 2x6 partition walls to be Doug fir number two or better construction grade with a minimum fic= 1200 p.s.i. 10. All beam and girders shall have 2"hearing min. i 1-2,51VEP FOOTING ',--j 30 DEG MAX. -------------------------------------L- -------------------------------------------------------------------------------- ----------------------------- ------- J— TOP OF FOOTING L- -------------------- ----------------L------------------------------------------------------ ----------------------------I-------------------I--------------- PAGE : LEFT ELEVATION 2 of ro 74'4" 5'6" 15'6" 11'0" TO" 8'8" T 0" 151 B" p'0" 7'0.1 T 9" 4.4" 4'4" 7'B.. B,01. 7811 — A 4' : a = ___________________________________ ___ ✓ 4817 10 ua O '1 i H •I - x i e COMPACTED FILL , '^ , 'I I . , I. , TY TY T3•' e I T Im" T I" i . 2-13/4".11 7/0° : ?2-13/4".11 l/8" _ i i _7-I 3/4"x11 1/8" 1 1 4 Y'/4 1.11 9%H _ i 4-1 3/4"x11 lA6" i , 4-I 3/4"x11 l/B" „ L---- --------------------------------------------- ----- `' ' M.L. GIRDER M.L. 61RDER M.L. GIRDER T - - ry.L. GIRDER ,• `� Ile--- r v H.L. GIRDER M.L. GIRDER - ______ _____ ______ i GAB FURNACE ' POCKET ' , B. _____ _ _ BEAM___� I BEAM POCKET BH POCKET O - i c 0. I I o GROUT SOLID GROUT SOLID , I e F u I GROUT SOLID NWH BILCO DOOR o ^ ,�___ • EXCA4 ACED SELLAR 14'5" a I ISP' PER CODE OVER ACE: r, L________ SIZE : U Q I 5/011 F.G. G.W.B. : ' O m a. C 4" : Q -- ' p In (l a ------- m z Xi ? i I XI 3 1/,2' ETEEL OLUMN _ �1{ r 24"x44"x 2" PQURED �, r ' - 07 I Y ' CONCRETE FfOTING r, rvI li .r /� I wI /TYPICAL. o6,B.. 6' 10" li B.. 7.3.. 7.31. .3.. 7'4,. 7.71. -n 7.7.. 7.3.. 5'0" ry 1 x l l 2- -- 1 3 4"x 7/ i i 13/4"x l/ 3 4" _ , 1_3/4 _ -(_ f-]($'_ 1 II 3_ _T, _ _2, H.L. G 1. 134' , 11 1 ,, 21 �41RDER '___ '__ _! -_ ! �______ �— TM. 4 IID ' JO 2 GIRDER M.L. GIRDER /4"x11 /8" BEAM POGKEfR r• i i II l/ L/$T_ - I M� G+IRD : M.L.[GIRDER rte- —� _.$_l _ �3'_L1'� H.L. G M.L. G _ L�_ __________ ' M.L. GIRDER M.L. GIRDER l/0 J 1��-' r- IRDER , H.L. GIRDER i , rr : r' ------ ------ o U : :GOMpAGTED: : 4-3 /4' STEEL COLUMNS OTY GROUT SOLID _ 43"x74"xiY' POUREDTY FILL c 1{J'- N -__ �r - -- - -I xlll/8 7.7�. _ _ _ ' 2-13/4 7 7 T1 ' r 0 \ BEAM POCKET CONCRETE FOOTING ' r' ^ ' GROUT SOLID m 1 _ _ I1�� 2-13/4"xll l/8 _____' X " HI i - ER y-- •— _ _ 4"xll 7/8" , I i 2-I 3/4"xil V8" I 2-I 3/4".Ill/ 2-I 3/4" II l/8 ; -_ �- 1 xll 1/0 r _ 11 B/4" 11 l/B" I ' 2-1 3/4"xil l/8" r _________! i , __� i M.L. GIRD M.L.TH.L. GG M.L. GIRDER M.L. GIRDER M.L. GIRDER SER r, • . LL 4-1 9/41RDER 1 H.L GIRD '__ -_ I-LL./GIRDER 1 1 - _ 1 -- _- m u'_-_-'-, ,_-_--- 1 I 6 2-I 30/dofl 1 " 08" �__ __� _r_ y _ I __I ___ '_____________ _ Y11 l/8" —_ _ M.L. G ' n ' S.�u �I> > I a I . . 2 ; ., j73 Nu (m m n z • r_______y i U I I IL L m ---- -- x D i ------------- ---------------- _ ____________________ o 7 10 B j 1 ( L L = ~ B.. 10.. e F I r .- ________________y O X % I m 1yyy1 rn AI � `' e LILL w ------------------------- I I ' I _ i--------------------- m Ir I LAB ' 11 - ENGINEER: bx6I ,Liaw 4 Sk`ov GINE ------------ L- -----------'----- n ;-� -_-- •-------_--_--------_-- ----- -- - UNEXCAVATED GARAGE o 4PcsLV e,\ ,, .UNEXCAVATED 10110 u.0i.m. LC l.Pj, POURO5 FILL PITCH OD ' _ ' rJ�� \' � I FOUNDATION PLAN JEFFREY T. BUTLER, P E. SMOKE DETECTOR = s INTERCONNECT PER CODE IV I I O ul 0 V A A w IV' < LL F-LL 4 a ° u I I I I• : z I ' I 1 — I I L'L^l J O T EL I I L____________________________,____ I I ` • ' Z u 1 5'6" IT 10" 6'0" 10'0" IS'_" 10' 11" 10' I I" FAG �7�[� • _ 7,.4.. 6.4.. 76'8" 74'4" TV 15'6" 20' 11" 3' 1" 8'8" 3'0" 15-8" 2-0" 3'6" 12'0" 6'0" 9'4" 5'7" 4'4" 4'4" 7'8" 8101. __ _ - _ - _ _ - _ _ _ _ _ . _ 2432 CG LN. 2-2x12 HDR _ 5'x3' OWER h . �I I 2 4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ • MASry _ _ - _ _ _ _ _ _ _ _ _ _ - 'E TO ` Li 3092-3 {2xBD4-20 HDR21 3/4X M.L. HDR, 0 " 154 /14' 4 TER BATH/ o I GLG. N c 'U 'o BREAKFAST / 1 1 h 2)e C'1 + 1 O 2.10 • d COVERED MASONRY PORCH FAMILY ROOM 1 ' v S'O" GLG. NGT. I r, 2.10 R' 9 + Ib' P.G. �_ i 0- Y (FINISH PER AGREEMENT) - ' 9'O" C1-G. HGT, �'I LL LL m O_ r • _ u iW II> St O U O I a FWH606115AL \ FWNbObIIASR " L M !0 2x10 .R. e I 14' 1iy '� II T/B" Tit $BO F.J. + Ib" .G. O O O / 9 _ TUB J ,lj - I'Q ry ry I--1 Ill II K 7.2x \\ '�rxTT-H w ,�� • / + Ib" .G. IL.'I,-`[�J I IX 2 4" _LINE OF WALL ABOVE _.� ' p \ \ P3-13/4" N IN 3-I 3/4 XII T/B" M.L. W/7 I/2 XII STEEL PLAT X C "I 15 ./j a n 1 4.2X4 POST �0, . N Q ' A ' J W.I.G`. .n W.LG. \ '^ 0- M+' P� PREFAB GAS '� I _. 20' 10" 6" 14'0" 1 \/(U DIRECT VENT I 6" 5'2" - FIREPLACE WITH 1 --�' KITCHEN RAISED HEARTH '_ 42" PREFAB GAB LIVING ROOM I it DIRECT VENT - 9b" CLG. HGT. 2n , AND WOOD MANTLE w l 9'0' CLG. HGT. a OVE n 2x10 R.R. FIREPLACE WITH _ - 1 , `\ RAISED HEARTH �O • __i_ 1 4-2X4 POST 4-2X POST ' Ib" O.C. \ Q , OF WALL ABOVE / 2 1 AND WOOD MANTLE LL 3 ' LIN a 3-1 3/4" X II T/8" M.L. F.J. T GO CONN. I BILCO DOORaZ )BLAND KANT BAGI SIZE "G"ry �6., '_ W CONN IQ BAR W. - i / , , O MASTER BEDROOM Yof 1 \l i c I 9'O" CLC. HGT o 91 l0' 5" 10'S" y � h 1_x12 RIDGE I _ ,-- -_ ---1-13/4"x11 ' / �I' IS�Ou� l�b�� T.P. � � R _- --___--__- y_-� 2-I 3/4"x11 l/8" P(L. HDR F IIBH {p� \\. I ot I /2140 R.R. + Ib O.C. / al Sj 0" MlL.- it _— _ 2.4" q c /� /ti ;n wl . I l/B" M.L HDR p i v TECO LUSH CONNT 0" I 6'6" g'4"R ' 7 p 0. r , F 4L - III _ 1601, _ o I r COV _ r I + B" DIA FIBERGLAS � LL Fill GF"X' r I FM ' 2'N" POi \ �\ 2'6.. 2x17 HDRT.P. u 10'0'x12 HDR T.O. BEARING HALL Till' AGREEMENT) I N 1 4 4'0" J6" 4" 6'6" COLUMN, TTP. / d.' ` 7- ' 111 = �, I +' OS TP 77" 2.0" "6'2" T 6" 8'6" _ _ _ _ _ LH Ul %o r 2_2x4 HDR h3�O"l I STEP N 1 �_ 4 12'6" / p / _ I OVENT 2x10 R.R. �xQ, gyp'/ O ry PANT Y O EXT / / y A MUD ROOMmO Um �� u x 171 U 'm = °_° FOYER - DINING ROOM 11 , O F4 Q 1 \ 44t _ I� - - 9'O" Ci-G. HGT. OPEN TO ABOVE m 9'O" CI-G. HGT. 1 C7 �r OR RD I I p V _ 1 r O • r 211, 1 I \, V G 0" •,� 4. I P 6" 4" 4'N 4" 910" 4" 15,211 4" 21' ,�� I� 1 1 - 2x4 HpR ` 2-2x4 HDR �/ w ` S'?o p ENGINEER. X2'4" �i �A IIIIIIIIIIIIIIIINK —, ._ "y� 3092-2i i% �` WRT33lDH-2W Ai yl -- - - - - - - - - - - - - - - - -7 GL. _ 2-2x12 HDR (BY MARVINJ," " o / I 1- 'i I OF A'fL ° v 1' e I d c ;0 , ipI 1 6'0.. `WI/,ET OVA..' o a I _ / 'il Ol J V' J I V ry l X % s a. COVER¢ stoop a / a o m� Ir L - 2030 OVL xIEH PER AGREE ENT) p 2x10 R.R. o Ib" O.G. I 2x10 R.R. + Ib" D C. ` m1,01m j n - i O 1x10 R.R_ nn0 � la" O G I ARCH (MATCHET) /It lib" TJI 44 F..J. + Ib" O.G. i N, Y JEFFRET.�B E 0 R, P. F: GAR GARAGE y UTLEE� STEP I o 1 5/8" F.G. GWB ON WALLS AND CEILING PER CODE O _ Lu 1 i 1 U o • I z m ,N H p r \Ilk O I W �Q ' ryl, lol E 3 U �I O u- s 1- G w FIRST FLOOR LAYOUT o ° m Q o N / i / / LIVING AREA • 260 SQ;. FT- Q z GARAGE AREA - 684 &1 FT. 1V " / / SMOKE DETECTOR '8-qL'r (InL.�s� ,� I AID R.R ,� i W w INTERCONNECT PER CODE _ 'j'�a Ia' 0.r. X o `\ 1 O w O -�(�; I � I /' 4 40 '\ Q Q m o a•..Lt. / 5JJ - - - - - - - - - - - - - - • O u � _ 1 0 - 3091 1 a V - - - - - - - - - -� 6' 11" 6' 11" 4' 10" 4' 10l T711 7"7' S'S 1/2" 5'5 1/2" 5'5 112" 5'5 1/2" i I y 56" 13' 11 6'4" 9'K" 15'2" 1011111 10, 1111 PAGE : 72-4" 4 of r �i I 4" VTR l r _____ __3___r_________ 3.. 21'4" 3'U" 8'8" 3'0" 15,8" ___T__________ LAV iL�V W G, i a' 10.. 61 0,. 6.0.. 4.6.. 4'4" 4.4.. SHOWER 3'� TUB SHOWER SECOND FLOORFT u 777U _ 2.. 3.. 2" ', 2.. 2.. 3• 2.. 3" _ _ _ _ _ _ _______TUBS __ ___-___3-___1 r _ _ _ _ _ _ _ - -,-2iu6 E1`.� LAV 7r T �-< LAY W.C. SHOWER ' SINK W.C. i jam, �P' ____ 2-2x1 HDRLwmwm1 t 77 MAIN FLOOR D.W. D.W _ I ',' I BEDROOM 4Al I 2° 2' 2" 2" 3.1 OATH. OLG� 2" 2° 3 2' 2 2° I WOOD RAIL PER CODE 3 FAI II RUBBER MEMBRANE ROOF I I 7xl RR. KI ,2x10'R-R. Iry • Ib00C.O- C.O. 14'0"TO AN APPROVEDI .o4" SANITARY SEPTIC 61STE'. 1 0_7 8 C.J.,• Ib" O,C.u0U5E RTORAP O I • 10' " A,F,F.PLUMBING RISER DIAGRAM CNTSJ � • _ FWG60611 PE UP' FLAT SLOPE UP20424 .> O{24 24x12 HDR 2-2x12 HDR j- 12 HDR ""21,0,. 6 It" 4,, T.0.. 2x1O" CLC.JI T. \UUNFINISHED AREA POST HIP POST HIP O • S'0" GLG. NGT. U� Z fi, BEDROOM •3POST NIP 2X12 RIDGEW ' � ' " CL4" dp13'6"_—_ - 2 2'6" — _ — _D UBLE POCKET BEAR `\ O / U • ry2+/ / 2-1 3/4" X 'a 1/4" M.L I _ � / TUB ° = e qqqq = OWER --� • 2x12 RIDGE 2x10 R.R. � ,dry ,11• e / U O v /, I eI J,J _- e r-J-�q U • 16" O.G. Y I _ !nJ-f X6 x a Oil IER • � Q , n ✓ {u LL 0. P w O AILIN 1 PER GOD �m ' . I . . ... I J O � H IT 10" ___________ _ 2'6" P H Sia 11012 CLOSET 2-2'0" 2-2'0'\ y,_.c- 2x8 G.J. m pa/ . I w _ \ 6uow W.c 0� z 6' GLOSEi - CLOSET LI.J m nl Ir �• 16" 0.c, BEDROOM "2 `- ---- � ' Bb" GLG. NGT. 'W = TTIC X 4 Q " ;Ir e In ti A - - - - - - - - - - - - - - - - 2 � m z W >/ a p m Nti,�` � i m 2xS G.J. • " o I � 2x1 W- a' a•1 2910 R.R. / °-r° r I p 1 • Ib" o.0. cq 2x10 R.R. • 16 0'C. ' • 16" OA, W • �9,n LL LL 24310 / 2x16 R. . ' I • 16" O O I .� ''1 JR. V - - _ _ _ , / , m I Q� 3042-2 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -TV 2-2XI PDR. ENGINEER=2x`o RR.Lam! ,0 _• Ib O G. A I °. - L t�it JEFFRE7 T. BUTLER, P.E. 71 A 0 m I X FiN O D OI A 9 0 m RP Im Z - i m W a H 4' 91911 w 41 0l1 41. 1219 ,-, (VERIFY DIMENSION IN U) IL- SECOND O O \ � � A v i SECOND FLOOR PLAN cc 1-- LIVING AREA = 1102 60. FT- ILL � \ \ _ _ UNFINISHED AREA • 284 50. FT. Q s Q - - - - - - - - - - D � � - /y v� 1 PORCH AREA = 202 SQ. FT,) LL � a 3-0" ,I, i a SMOKE DETECTOR J Z m INTERCONNECT PER CODE ui L'i --> , O p , m tvg i -- -- 1ly ° R t 2-4" $4 131 01' o u o a m ii 1 , , h"X 44" 110609 • m , CL b Z v-G, 4,L c0. E I L _ PAGE p 011 X31.4"4' � Arc � p I ._ ..__-._...„��,.. ... :, _ $' Q' i slo^ 21.6 m 4 ,• - ACC I Lug �� mac+s,., Of I III II I � 2X12 RIDGE 2X10 RAFTERS I/2" COX SHEATHING 5- FELT ASPHALT ROOF SHINGLES CONT RIDGE VENT ROOF RAFTER HURRICANE CLIP NAILED TO RAFTER A PLATE (2)2'k4" TOP PLATES 2x4 C.T. 0 11 O II ID ATTIC HURRICANE CLIP DETAIL - R-Ir INSULATION — TOP OF PLATE A —-— 70P OF PLATE - — I/2 GWB • FRONT BEDROOM 14URRICANE CLIPS • EACH R.R. 8 SHINGLE RIDGE CAP RIDGE VENT—� 1/2" GWB Q 2X4 STUDSZ. o O m E+eroNo UNFINISHED m BEDROOM R-13 DX SHEATHING En EXHAUST AIRY, r �,rlr---- ,-p—r I/2" ODk SHEATHING SHINGLES I 'li •" IIS f?O II' TTVEK HOUSEWRAP AR SIDING FELT PAPER —\ ROOF SHEATHING (I7PJ I, IY}•,I ,;I I'I I�, =j 7 I, STDONE VENEER WHERE NOTED " 'I 1 �'� d � p J1 I I 'I� ON ELEVATION DRAWINGS) r r 3/4" 9UBFLOOR TOP OF SUBFLOOR --- 1 R- INSULATIONLl —TOP OF SUBFLOORU — -— TOP OF CEILING — - — — TOP OF CEILING 0 " I/2GLIB RAFTER — 3-1 3/4" X II l/B" M.L. B" FIBERGLASS WITH 2-1/2" X 11" STEEL PLATES COLUMNS BY "BETTER HEADEROct S o t m o u RIDGE BEAM COVERED LIVING ROOM WING ROOM En m PORCH ED 0 RIDGE PENT DETAIL � � O — _ — TOP OF SUBFLOOR FINISH PER AG EEPIENT 3/4" SUBFLOOR ITOF OF SUBFLOOR ---- TOP OF FOUNDATION _ R- INSULATION — TOP OF FOUNDATION AD PITCH GRADE COMPACTED FILL AWAY FROM FOUNDATION m CELLAR vN A �•vr�L«N. b � Q 4 m Lu = LL JN c C Fr6 2-1X6 CGA SILL 1/2' ANCHOR BOLTS ul� ROOF VENTILATION SILL SEAL i 150 OF THE INSULATED 4" SLAB TERMITE SHIELD N Y H MINIMUM 3" CEILING AREA — _ — TOP OF FOOTING B"k l6 NCONO FOUNDATION TOP OF FOOTING CLEARANCE GE p p — coNCRMFOOTNG DAMPROOF BELOW GRADE 9 Q m TO AAeAR on , } SECTION A-A ou*uRam solL WOOD SILL PLATE FASTENED TO FOUNDATION x Q ASPHALT SHINGLES ON WALL WITH I/2" DIA, ANCHOR BOLTS EMBEDDED MIN. 1— JjT I/P PLYWOOD SHEATHING 6" M LONG. AT l"-10" O.C. MAX. AND PROVIDE Z ON ROOF JOISTS (SEE PLANS) CAULKING OR GASKET BETWEEN PLATE A FOUNDATION WALL SAVE PROTECTION Uj Q m TO EXTEND FROM THE EDGE OF Q THE ROOF 36" UP THE SLOPE INTERIOR CEILING FINISH In BUT NOT INTERIOR THAN 12" BEYOND CONT. VAPOR/AIR BARRIER THE INTERIOR FACE OF THE MIN RIS INSULATION, ,1 EXTERIOR WALL 3" BELOW TOP OF ROOF JOISTS J.L- GARRY INSULATION ABOVE W INNER FACE OF EXTERIOR WALL FASCIA BOARD AND VENTED SOFFIT. FINIS FRAME WALL CONSTRUCTION: ENGINEER: AS PER ELEVATIONS FINISH AS PER ELEVATIONS —12 SHEATHING PAPER LAYERS �'1� 2X4 �. 32" C. TO OVERLAP I T.V �' �.. EXTERIOR TYPE SHEATHING - 2"x4" WOOD STUDS AT 16" O.C. .,`�'� S-e 1'7\+', R13 INSULATION AND < �I� ' �1"N'' X21 n:7� CONTINUOUS VAPOR/AIR BARRIIER ATTIC I ,` DOUBLE PLATE AT TOP III < -- BOLE PLATE AT BOTTOM _ ' LVVV Vb VVVV 1 FRAME WALL DETAIL ATH CEILING B ` 6 JEFFREY T. BUTLER, P.E. - - -TOP OF PLATE U1 9 U z � -- w 0 0 Lu --+ ' -- N 0 -NI,!. WALL E C 10 fL Q -WISH LB PEfi EL it N! SHEATH NG PA �qP Q > F]RERIOR TYFE T N �'.a'unto IIT 3 C1 R /# GE IL Q a F - R 1ENIOR W 1 •Ii /AIR 9ARRIER INTERIOR WALL FI 5/ N oaueLe PLATE AT Tos=w:w:sone PurE A-eOnen WALL5 AND CEILINGS n Q N PER CODE - - -TOP OF SUBFLOOR .TOP OF FOUNDATION L LU L J a'PO AI covc s.Ae.noon Ps 1 PITCH GRADE QV' mr c 11L.POLI AWAY FROM O w � "cRuslaen srONE FOUNDATION = LL 0 o z EEk ) u - - -TOP OF FOOTING SECTION B-B PAGE: (o of (o I ' I I 1 , C UP) ( 1 II � _ASPHALT ROOF SHINGLES (T1'P)- ---- - -- - I — — 12 _- --- - TOP OF PLATE Q� � e -- _— ---'--' __ __ -- - -- -- -TOP' OF SUBFLOOR �c - CEDAR SIDING (TYPJ - - -TOPOF CEILING I - I - -- o i� o ® -_ -- S- x Tq -- 00 —'---_=TO - - - - ® - - -- - _ JWLTURED STONE VENEER TTP.= - u -- —'---__=TOP OF SUBFLOOR GRADE — - 'TOP' OF FOUNDATION 0 , a" P.G. FND. UTALL `- Ui ON 16" X a" P.C. FTG. L---_____________________________I___________________________________,-------------- J °O i I ; I I I I i ___i ,yam L___I , 1 � T I , 1 I 1 L I Y 44 LL 1 1_____________ J J _ µ 1 I 1 1 1 -TOPLU OF FOOTING O FRONT ELEVATION V - - - --- ---- -- - --- GENERAL NOTES: 1 All work shall be performed in accordance with all state, municipal,local zoning and building codes and ordinances - _ -- -- - _— - ---__ - -- - -- - LL having jurisdiction and best standards of constructionLU practice. 3 The American Institute of Architects Conditions shall apply _ to all work performed on this project. ENGINEER 2. The Contractor shall verify all conditions at the site. Any discrepancies must be brought to the attention of the Engineer Is prior to commencement of construction. The Contractor shall be responsible for corrections not reported once he has started work TOP OF PLATE except for hidden Job conditions. 3. Contractor shall guarantee to the Owner that all materials and equipment incorporated in the work will be new, and that all work will be of good quality,free from faults and defects for a period of one year from the date of the final Certificate of Occupancy. __- ----"- 11 - -_____ -- -- ------- --- - -__- -- �qr' 4. The Engineer shall not be responsible for the construction means, -- -- - - - - -- -- - -- -- - - �'�.,-' methods,techniques,sequences or procedures, or for the safety __ - ---- - --- --- precautions and programs In connection with the work,and he shall not be responsible for the contractors failure to carry outJEFFREY T. BUTLER, E. the work in accordance with the construction documents. The --- Engineer shall not be responsible for the acts or omissions by --- ------"- -�-- -- _ -_ - - - _ --- - the contractor. No changes shall be made In the documents andlor the building as designed without the expressed written _ -- - — - - TOP OF suBFLooR consent of the Engineer -_ 5. The contractor and all subcontractors shell maintain continuous --�--- - _ — - - TOP of CEILING Insurance coverage Including statutory policies (Worker - - - Compensation, etc j and general liability in an mount not less that$5 million and automobile liability and damage - -- - - -_- -- --- - ---- -- --_- _ _"_. _ - ----- _ ---- --_ - --- _ -- - - __--- ---- --_- F _ coverage not less than$2 million. The Engineer shall beLUo a named insured on any and all policies. - - _ - - - __ -- _ __ _ — - - - _ - _ ), 6 Provide 0.025"aluminum termite shields over fibrous - _- - - -- insulation at all perimeter sills - - - - -- -_ _ : -_ _ __ - -- y e'O'ke'o" O.H. .. e o xe' O.H.D. _- -- _-- ® - - _. - e _ Q o 7-Ailwood in contact with concrete or mason to be Wolmamzed m Q A masonry - - - D - o" o.H.D. BO xB'O" o.H.D. - - -- - - - — - --- -- or pressure creosoted. B.A single station smoke detector alarm device shall be installed in each bedroom, on all floors and shall be all interconnected per code _ -____ - ___ - - --- Q- J 9.All bathrooms without operable windows to be mechanically ventilated as per New York State Code. 10. Heating to be designed to provide 70 degrees F, with outdoor - TOP of BUBFLooR J o designed air-temperature of 0 degrees F and 15 MPH wind. -_ -- -- --- - - -- "- -- - — - - TOP of FouNDATION O Q 11. All electrical work to be in accordance to the rules and regulations of the N.Y.B.F.U.and a N.Y.B.F.U. certificate is -� ,'o F to be presented to the Owner at the completion of the job. 12. Plumbing Installation to comply with State and Local codes _ 8 and the sewage disposal system to meet Health Department standards. 13. Do not scale drawings. Use figure dimensions only. , , z - I S K, 14. All work to conform to the rules and regulations of the New York , -'--�-------------"--------------------"�---;---; 1 m o Energy Conservation Construction Code. All glazed area to be double `-----------------------------------------------------------------------------------, glazed and all exterior doors to have Insulated cores. -- ---� 15.The Insulation protection as indicated on these plans exceeds --r---1 the Code's minimum standards. STEP FOOTIWG-r!--, ; 16 These drawings and specifications are instruments of service and 30 DEG MAX. L--,L--, shall remain the property of the Engineer whether the project for ' — whichtheyaremadeisexecutedornot. They may not be used --r'---I --------------i------------------`r------i`----------- ;------- ------------------J______----__ , , I , ----__LLi�------`i---'i - TOP OF FOOTING � G E I on any other project except by written authorization of the Engineer. RIGHT ELEVATION I L-------------1------- _ � 1 1 J _I I J lef— N. TOP OF PLATE so ED TOP OF SUBFLOOR TOP OF CEILING —1 FM FFT1 F—T] FTTI --- --- in El FTI TOP OF SUBFLOOR GRADE7-- TOP OF FOUNDATION ED Ld I L :I----------------------------------------------I L -------------------------- ------------------------------ ................---------------- L-----L------------------------------------------------L------I------------------------------------ -------------------------------------------------------------L----------------------------------------------------------------- TOP OF FOOTING REAR ELEVATION LU from hum M Cn vili FOUNDATION NOTES: Z 1. 117 Anchor Botts @ D.C.Maximum 0 2. 8"Concrete Foundation Well,8'-0"High,3000#Test 3. 18"x 8"Conciete Wall Footings,31 Test 4. 2-1 % x 11 718Microlom Built-Up Girder�Grout Beam Solid in Pocket LU 5. 2e x 24'x 12"Concrete Column Footings,30013#Test 6. 4"Concrete Floor Slab,300M Test with 6"x 6"#10 mesh and vapor border 7. Damp proofing and at exterior foundation below grade LL B. Foundation well to extend a minimum of 8'above finish grade. 9. Assumed soil bearing capacity,2 ton per square foot,subject to inspection and verification. LL 10.All footings to be carried down to undisturbed soil UJ 11 No footing shall be set higher or lower than a 30 dogma angle from any other footing. 12. Pour no Concrete on frozen ground or in freezing weather 13.31/2"lally columns. IENGINEEfi MATERIAL NOTES. V-Vitvkd�, Floor Construction: 3/4"OSS plywood subiloor,glued TOP OF PLATE 11 7/8"TJI 260&450 floor joists,spacing as noted 2-2x6 CCA sill with termite shield and sill seal. Finish floors as per agreement 7 Rqof Construction. Asphalt Roof Shingles,20 year 3-ab 15#Felt Paper 1/2"COX Plywood Sheathing 202 Ridge,structural ridge as noted 2x1D RoofRafteni 16-O.C.as noted 2x6,2x8,2xl 0 Ceiling Joists @ 16"D.C. -ASPHALT ROOF SHINGLES i --===7= JgFFFREY T. BUTLER, P.E- 2x4 Collar Tin @ 32"O.0 Wall Construction: lz TOP OF 61.15FLOOR z 2x6 Feeds,wrapped with aluminum Overhang as noted W Vinyl full wriked soffits TOP OF CEILING Aluminum putters and leaders Ceder aiding.Slone feta whom nosed -�!4s Tyvek Houstai 72-21 V2'CDX sheathing - 2x4 Studs @ 16"D.C.with 2x4 shoe and double 2x4 plate 112"Gypsum board F- �CEDIAR SIDING (TYIP) mo o 5/8"Type X In garage LL 1/2"MR in wet areas LL Windows manufactured by Andaman(except where noted),verify all rough openings 'o At least one window in each room shall comply with exit requirements LL Insulation. (3 4"JR-13 In all exterior walls common with living areas and Ihnng areas common with garage 6"_R-19 in cathedral ceilings 6"JR-19 In all flat ceilings. UJ 4"_R-11 in all exterior garage wells TOP or SUBFLOOR Cn 0 FRAMING NOTES: TOP OF FOUNDATION 1. All hascons 2x12 unless noted 2. All comers am wild 3. Double jacks over 4W spans 0 a A it 4 Double joists under all parallel partitions 5. Provide fire stopping in all walls as per N.Y.S.Code 6 Reftor mal cum shall not exceed 4'. 8" P.C. FND. WALL --------------------- z 7. Where joists are not to headers so as to reduce beam depth,use bridle irons or metal connectors. ------- ------ ON 16" X B" P,C. FTG, B. All floor joists,rafters and calling beams to be Hem fir number two or better construction grade with a minimum f1c 1200 ----------------------------- 9. All 2x4 and 2x6 partition walls to be Doug fir number two nr better construction grade with a minimum fin=1200 p.s.j. 10. All beams and girdars shall have 2"bearing min. FOOTING --j,j 30 DEG MAX. IL--------------------------------------IL 7-----------------------------I----- ---i -------------------:---------- TOP OF FOOTING PAGE LEFT ELEV,ATION 2 of i 74'4" 5'6" 15'6" 21.0" 3'0" S.8" 3'0" 1,8" 2'0" 7'91' 7'9" 4,4„ 4,4" T 8„ ZBIT — A ------------ ______ __� 1 2Bil 1 I I ' I • . -- 1 I u I „ 1 1 I Q — ' Q I I - I • _ _ I ry __ _ QL I ' 1 • 1 .D _____ ______________________ ______________ o � I O 11 I I m I r ' o COMPACTED FILL I •' .9 r - 1 1 7' 1" 7, 1, .• ' _ _ _ - ----- — _ Y. ___________ --.- - :'--'--'-- I xll 7/B" _ ' xu T/e" i i_ I I MIL./GIRDER M.L. G I _--_ � . -- - �-' � M.L. GIRDER 1 M.L. GIRDER , ' Z-I 3/41RDERT - 7_ - - - - m Z-I 3/4"x11 l/B" r 7-i 3/4 _ 7-I 3/4 xll l/B" -`- "--- , .L. G i� DER _ IRDER - - ------ 1----- '------ iL. R GAS FURNACE i 1 I I 1 __ -�____ ____J BEAM POCKET i BEAM POCKET O o o I I c GROUT SOLID GROUT SOLID i BEAM POCKET v -. 1 ' GROUT SOLID Z ,__.__� ------------ m y ' '� 1 • • 14-5" YI m Iq„� PER GODN, L ____I__ BILG DOOR - c E .r ;_____ 6,4" ____ SIZE G" z 5/8" F.C. G.W.B. , 1 z m m EXCAVATED CELLAR LL x NAGE - 0- 4" P.G. SLAB 7. • Ifi 1 \ 1 -� I 1 � yt L rl a 1 i m x ' x 3 1/2" STEEL �OLUMN 74"xZ4"x17' P URED r CONCRETE FfOTING A fTYPIGAU _ N 6'8,, 6' 10„ 6'8,. 7'3„ p 3„ ,3.. TV 7,3„ r 7'3•. 7.3„ i i 5,0,. - e n - �• ,__ __� - �l—r - - _ i I_7- 3/4x11 / T �7-13/4"I1 / r „ _ r _ 1 M.L. G —� ------------ 4" ___________ - HIL3 GIRDER T-- = M.L./GIROT 1 --- H.L. GIRDER MIL./G DER �I �9 1 M.L. GI DERa 1 ,ry OH.L. GIRDER 1-- 1 MIL./GIRDER MIL./GIRDER�I BEAM IRDTER 1 11 21 - ;- 13/4'x111/ k U -- 1 _� _ _ �. ' ,__________� — — _ Ik _ _ _ M.L. GIRDER 1 10 1 1 I , 1 1� i - -- ------'B POCK iCOMPACTED �___ --' i__ __� I' Z Ld GROAT SOLID FILL - BEAM POCKET Q v T 3" T 3" -; ' GROUT SOLID _ CONCRETE FOOTING 1 Z-1 3/4"x11 l/B 7 axil , 7 3 , -_, I X m Z-31/7 STEEL COLUMNS r-- - -I- -- - - T - -� -- --�r • 13/4''x11_1/B" _ _13/4" , (Vi - / -----� 1----- - - M.L. GIf-2pER ---_ - M.L. GIRDER _----- M.L GIRDTER - �— Z"I 3/4"x11 l/B" Z-I 3/4"x11 l/B" I_--_------J Q LL LL 42".24".12" POURED i L, 1 0 M.L. GIRD H.L. GIRDER—' r �f.CZiRDER .�- 1 2-1 3'4"x111/B" 1 i Z-II 3/4"x11 IS" 2-1 3/4"x11 T/B, - -- -- - - '--_- _---_- ------------- - _—_ � _ r _- __ _ _ T __ _ _ 1 N M.L. GIRDER H..L. GIRD , 1 M.L. GIRDER i n I � I J � mm u 6,8„ '__ __! 6' 10" __ __J 77- 6-8„ �__ __I r_ _ = r b I , _ m r _ I� o 44 o=tell J -------------- ------- J ! ! -------- -------- a u i F 3 cn 0 ♦ - - pp = 4 1 . _____________; e y I p __ _______________�_ _ ' _ m Z :r , r 1 T10" B" J T6' L 8" T10" 1 O a - _ ul x ryI m p `° ' _ I ,, Q ILL J I 4R: �w� _ 1 _m ___�___________________l 4NEX 9ALVAT ` �- V 1 m �• _ UNEXCAVATED m .� y I 1. PTGNiT00ONDMD GARAGED '\ - A POUROUS FILL 1 � _ I r, m • . . o c _ -------------------------------- 14 I;, ; m L. FOUNDATION PLAN " z O III a LL JEFFREY T. BUTLER, P.E. I SMOKE DETECTOR Q l > J INTERCONNECT PER CODE L-- 1 zII W U pm — ~ILL. y o 0 0 s 1 Q LL �Q err R 1 i ' i1P P Q F- 6 Y I- - II ' �m LL( > Li f- 11 I' O fnZ 1• I ,� I J I I I 1 , I 1 11 ' 1 W >< m I , N a F . I z --------------------------------- O 5'6" [3' 10" 60" 10.01. IT ", 10, 111, 10, 111, PAGE ., 72'4" 6 4" - 78'8" II -- 74'4„ 5'6" Is'6" 20' 11 3' 1„ 8,B„ 3-0" 15'g„ 2'V 3'6" IT 0" 6'0„ 9,4„ 5'7„ 4'4" 44" 7,8„ g,0„ - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2432 I 1 C. �ll 0 LN. \ I 3052-2 _ 6x3"'� *ROWER — _� 24V' � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GSJ o p' STEP - u I - _ _ _ _ _ _ _ _ _ _ —_ _ _L* _ _ _ _ — _ _ _ _ _ 2'0" 3052-372" /i O _ — 4-2x6 HR4-2x8 NC_._ T \ \• ASTER BATH/ U 2-I 514"' 11 l/B" H.L. HDR. / a � I a Ij O r 4'0" 4" 15'4" I o 'I 0. . 9,0„ GLC. H - LL BREAKFAST m 2x10 R • d COVERED MASONRY PORCH - Ioil 1i m FAMILY ROOM = • Ib" O.G. i I= _ 9'O" GLC. HGT. I (FINISH PER AGREEMENT) I • Ib" .G. K LL d = ; 9'0" CLG. PGT. ' O «- • _ - LL 'w q - 11 14' 1 nl P of r ET6 - ET6 J ry> Ir O u O I a H — J \ TUB FWH606115AL �. FWH60611ASR II l/8" TJI 250 F.J. 0 16" .C. = Ism p y p / 'S' - =7xlTHDR 'y7xTlq i4 n ry 2.10 R. I—II�I I u� 4„ r Y = - ,3 c w ___ ___ ___ X Q \ \ b _ T_- LINE OF WALL ABOVE .Gi - - ________, V y 1 1 p Z 3-I 3/4" XII T/B" M.L. W/2 I/2" XII STEEL PLATS X' ^' a I -- - ,-� 4-2X4 POET E , I W.I.C\ W.LG. \ .9. 014 6m 14'0" \p+0 PO PREFAB GAS I 9,0'. " 7 V 5'2" ; �'o DIRECT VENT 1 ' FIREPLACE WITH I - 42" PREFAB GAS LIVING ROOM p i KITCHEN c J�C RAISED HEARTH r I DIRECT VENT 9,0„ 9'O" CLG. HGT. AND WOOD MAN I 1 `� \ 2x10 R.R. }1 FIREPLACE WITH CLG. HGT. �p OV'E4 N * i / TLE in 1 i I m • 16" O.C. ' RAISED HEARTH 'a • -, ' • ' O /� \ i�\ AND WOOD MANTLE ? Q --�� , 4-2X4 POST 4-2X POST I m m 9 ,`/ �/ u 3 _____________LINE OF WALL ABOVE 'W ------------------- --- _______ I BILGO DOOR TCO CONN. i KANT SAG o, I 012E CONN -< tijq E 0 IQ _ '_ ® BAR 1 c MASTER BEDROOnI - • mI' D�' y y 9'P" CLG. HGT. Q 10'5" 10-5" ' / L-i- � - n 2x12 RIDGE • - I _ _ 3 ' S RI i i W.G. I m I _ _ _ _ _ - / i 2-I 3/4"x11 VB" 6" T.O. n S I 1 /2x10 R.R, a lb" O.G. -- - - --�„ -- --- -- --- - -- - 2-I 3/4"xil V8" M.L. HDR F 1/9H ' ��. m ' ( l I 2.10 E.J. . 16" (2.G. � ��Q Q1e. p p I H.L. HDR TECO AL LUBH CONN ' `2 4 1 j: , A 6,6„ 4„ ~ • o GOWMN. TYP. 10 0 2 D 6,6„ r 8,4„ U O li W I n 16'0".+4 • _ , 7 6" 4" p Ab9 \ I �_ a �_ m Y RIDGE"' t •� p J z' \ C all \SIS 0 ern Y -bO 2x3 HDR1O _ u v B DIA FIBERGLASS BEARING IOALL 2 COVERED 0700 4'0„ / + T.O. / w ' _ 'T'7 f _ !FINISH PER T 8" PCGKr€T S 2'6" d% 2- 2-2x12 HDR_ 2'g„ 4GREEnENT) — �/ 2-2x12 Hpp: 6 / 7 7 2 0" _ T 6" _ A'6" _ _ _ _ _ W c 7'6" 4" 12 6" 0 � g4 , e - tE., 1 STEP J 6 ,,, VENT I o I O EXT 2.10 R.R. ��P -{ H7� Q 'v e \ \tY/D o I _ T = r / ,� Ib" O.C. �y/ ' �-, PANTf�Y 70" MUD ROOM o m� 1 n1% V U r d n\g • \ p {Ll m O cn STEP I - W. LL --- 1 X a an 1 ry j' • • ti c 'v :. I 6YER r. In M m / - - - - - -- - STUDY o p z a a OPEN OTO ABOVE ? DINING OROOM - o 1 c _ i D / 9'O' CILG. NGT. - / `\ I W / n a x 2'0„ `v • r ip aN 12'6" 4" 4(8„ 4„ 910.1 4„ 15,,,, > p 1 Lu I Lu 2x12 HDR X = e r;T 2-2x12 HDR \< ry 'I � 3052-2 _ 14 c � I ENGINEER: — 1 Q 2-2x17NDR (EBY MARVIN)/ @ - 30 8-2 m m Li I I - �.I ry 1 — — _2030 CVL, O ��N FSE REEnEN .�IO R.R. a 16" I i m ' („ ~.'•. ,.7 F L _ O O O.G. 2x10 R.R. a 16" O G. 1 0 - - -ARCH (MATCH_ET) II l/B' T 44 F.J. a 16' O.G. 2� 31 L' — — — _ STEP 3 CAR GARAGE O I m JEFFREY T. BUTLER, P.E. 5/0" F.G. GWB ON WALLS ' N p 1 AND CEILING PER CODE In l 0 O 1 � W I 1 U m Z Ji K p k w I 0 0 cr FIRST FLOOR LAYOUTIm ; U- a o o OI a) LIVING AREA - 2160 SQ. FT.. GARAGE AREA • 684 SQ. F'T. SMOKE DETECTOR INTERCONNECT PER CODE 1 I.F°�'Rj� W. V o LLI Im y o d 6 I w o 0 Q j 1{91 _ _ _ _ _ _ 3052_ _ _ _ _ a. • `\ I O J p 2 M m 3os2- - - - - - - -y d 6' 1 P 6' I1" 4' 10" 4' 10" 7'7" TT' 55 1/2" 5'5 1/2" 5' 51/2" 5'5 I/2" 5'6" 13' 10" 64" 9'A" IS'T" 10' 11" 10' II" f=AGsE :- 72'4" 4 of ro it I� I - 4" VTR 3.. ______________ r________r_______I--------------- r 3° 21'4° 3'0" 8'8" 3'0" 15'8" I ' LAV .r AV � 1 Lh1Y I ' W.G. ' W.C. 1 4. 10.. 6'0" 6'0" 4'6" 4.4., 4'4" SHOWER 3'1 TUB SHOWER SECOND FLOOR 77 u u 7 7u 2.. 3" 2.. � 2.. 2.. 3.. 2.. —_ 3" _ __ _�__ __________y _ _______ _______ _ _ _ _ _ _ LAV LAY ' _ 30 41-1 1 W.G. SW6WER TUB I SINK i W.C. I I w0�' 1 2-2x1 HDR I MAIN FLOOR D.W D.W I - 3" Y 77 I I BEDROOM �4 2' 2" 2" 2" 3" CATH. CLG I WOOD RAIL PER GODS I i 3 FAI I I i _ W, � I RUBBER MEMBRANE ROOF I to I I C. I I 1xl� R R. �I 2x10 R.R. I 0' '0 AN APPROVED 1 I 14'0' 1 4' �tTAR" seP r S-5-S, I I I o Q' U I i s 2 a C.J.,• IS" O.O. 1 0� - K I I O I � w F+01:.4 TRGP O + I I i m • 10' " A.F.F. 1 PLUMBING RISER DIAGRAM (NTS) - - - - - - - - - - - - - - - ,&0611 - - t • 2042-2 FWG00611 a. 047-2 - - - - SLOPE UPI FLAT .SLOPE UP ��'e r , 2-2x12 HDR 7-7x17 NDR 1- 11 HDR ------- 21'0" ------21'0" 6'9" 4" 7'0" }� /2x10 R.R. - LL 8'0" C\JI T. v W_G. / c LI `M ', n �� z rc z = Baa ' a UNFINISHED AREA z N -1 ' 1 \ 4 p 0 /PORT HIP / � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ o POBT HIP m Q 8'O" L. HGT. 0 y2,6„� 1 OY x BEDROOM 03 / SO” CLC_HGT. � m �\ P6.. 2'U u PORT HIP 2X17 RIDGE _ _ __ _ O a 5,o„ cLo. 4„ p 13'6" I _ D BLE POCKET 6 BEARING WAL ' \ ;o j - d q% / / 2-13/4" X 9 I/4" M.L. I - 5'x(3"' TUB ------� OWER • 2.12 RIDGE 2x10 R.R. �N ilf O • Ib" O.G. Lu r m • �. 2'0 ry s 'y I F 4 tu NNN - Z • 4- • 3,0' 4" 4, 11.. 4" 4. 11" W O AILIN PER GOD ' II s a/� "' r 12' m" r 1xe G.J. SHOWER8 4wc 2'6"---__ _ N \ CLOS - Z3CLOSET Ia1 � 2.0., 0 2.2.0•'\�ioc/ ET w CLOSET i O t 6 Ib" o.c BEDROOM •2 n 0�� I e'D" CLG. HGT. \ `� TTC _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 O JS i O Z m / I z n 7xB G.J. • �. O.C. _ ` o I i� O \/;'v. 2.10 / 2x10 R.R. \},/ • Ib" O.C. _� • IS" O.C. 1 ~ 0. I • 1 8. LL LL 14-0 � 2x10 R. . '� \ m "\ tu / 2-1X1 HDR. 1 4� i 3042-2 I �\8Q ENGINEER: _ _ _ _ _ _ _ _ _I_ _ _ _ _ _ _ _ _ _ _ _ _ �nh; JEFFREY T. BUTLER, P.E. 9 W U 0 gg w Y 4 F O o SECOND FLOOR PLAN w 0 LIVING AREA • 1102 50, FT. LL E 9 UNFINISHED AREA - 284 80. FT. LL : t-- PORCH AREA = 202 60. FT. LaL 4 SMOKE DETECTOR (L O Y INTERCONNECT PER CODE 0 J j D A o CL .4 OJ o n a a U 7' I," TI P PAGE : . 21'6" 5 Of (o 2X12 RIDGE 2X10 RAFTERS 1/2" COX SHEATHING 15• FELT ASPHALT ROOF SHINGLES CONT RIDGE VENT ROOF RAFTER HURRICANE CLIP NAILED TO RAFTER 1 PLATE r !212"x4" TOP PLATES 2X4 C.T. " O 12 IID ATTIC HURRICANE CLIP DETAIL R-19 INSULATION I/2" GWB ` —TOP OF PLATE — TOP OF PLATE -— u FRONT BEDROOM HURRICANE CLIPS • EACH R.R. 0 SHINGLE RIDGE CAP_ RIDGE VENT LINE 0F FE - we 2X4STUDS ao io UNFINISHEDR-13 INSULATION m BEDROOM 1R" CDX SHEATHING 9HINGLEB EXHAUST AIR "I TYVEK HOUSEWRAP CEDAR SIDING —� FELT PAPER ROOF SHEATHING fT7P.1 .I3/4" 9UBFLOOR ON ELEVATION WHERE N (STONE VENEER WHERE NOTED TOP OF 5UBFLOOR --- R-19 INSULATION —TOP OF SUBFLOOR — -— TOP OF CEILING — RAFTER Ip" OWB —TOP OF CEILING 0 3-1 3/4" X II l/S" M.L. B"COLUMNS FIBERGLASS WITH 2-VY' X II" STEEL PLATED L COLUMNS B7 "BETTER HEADER 0 RIDGE BEAM °' COVERED LIVING ROOM I>INING ROOM m PORCH LI RIDGE VENT DETAIL o u _ — TOP OF SUBFLOOR FINI9N PER AGREEMENT 3/4" 9U51FLOOR —TOP OF SUBFLOOR A . TOP OF FOUNDATION _ R-19 INSULATION —TOP OF FOUNDATION PITCH GRADE COMPACTED FILL AWAY FROM FOUNDATION CELLAR a0 w+rN•:,r eTeeL caL, o Q Q m WLL OMPC n6. T V 2-2X6 CCA ANCHOR B W •9 r ROOF VENTILATION i@' ANCHOR BOLTS (Q SILL BEAL r 1 :150 OF THE INSULATED 4" 9LA0 B�COITE SWIEL DATION = MINIMUM 3" CEILING AREA — - — TOP OF FOOTING — TOP OF FOOTING Ih N CLEARANCE n o e"X16" CONIC. FTG. uj er coxcRETE PN'TING DAMPROOF BELOW GRADE m Q m To SEAR m ASPHALT 9HINGLE9 ON SECTION A-A uNolsmRem SOIL WOOD SILL PLATE FASTENED TO FOUNDATION x Q /2' PL7WOOD SHEATHING WALL WITH I/2" DIA. ANCHOR BOLTS EMBEDDED MIN. �j ON ROOF JOISTS (SEE PLANS) 6" IN GONG. AT l"-10° O,G. MAX. AND PROVIDE Z It CAULKING OR GASKET BETWEEN PLATE 1 FOUNDATION WALLIN _ EAVE PROTECTION Ju IN IL In TO EXTEND FROM THE EDGE OF INTERIOR CEILING FIN115H THE ROOF 36 UP THE SLOPE CONT. VAPOR/AIR BARRIER TBUTHE In NOT INTE56ERIOR THAN F BEYOND THE WTERIOR FACE OF THE MIN RIS INSULATION, EXTERIOR WALL 3" BELOW TOP OF ROOF JOISTS W CARRY INSULATION ABOVE ` Lu INNER FACE OF EXTERIOR tUALL FASCIA BOARD AND VENTED SOFFIT. FINIS FRAME WALL CONSTRUCTION: li EN�R: AS PER ELEVATIONS FINISH AS PER ELEVATIONS 2 �- SHEATHING PAPER LAYERS 0 I " ) TO OVERLAP 12 RX4 T. 31" C. EXTERIOR TYPE SHEATHING D F { +^ 2"x4" WOOD STUDS AT I6" O.C. IIS ry RI3 INSULATION AND I' r CONTINUOUS VAPOR/AIR BARRIER DOUBLE PLATE AT TOP BOLE PLATE AT BOTTOMI �`�`"'p•�34 r bbNb`� • JEFFREY T. BUTLER P.E. - TAI FRAME WALL DETAIL CATH H CEILINCx -TOP OF PLATE UI p J0 U z - , Lu 0 o e =RAME WALL GO C 10 F 0 PNBN A9 PER TI N SHEATH NG PA LA= _ _ { ExTERIOR TrP T N 3 CI R GA GE L. �'a'w000 eTuo} c" Q G R 1E IN911LATION r 'Al. BARRIER , - INTERIOR wAL FI __ 5/ DMELE PLATE AT TOP WI TOLE PLATE A-BOTTCY WALLS AND GEILINIG5 L O PER CODE - - -TOP OF SUBFLOOR .TOP OF FOUNDATION Z i LU 7 J +" Pm coat.BLAB-EMO Pa.l. PITCH GRADE �7 UUU.JJJ . wr A MIL Poi- AWAY FROM O S 4"CftWED p ONE FOUNDATION LL O Q O It Y Y O M ESk -- -TOP OF FOOTING SECTION B-B FADE .