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HomeMy WebLinkAbout29532-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the �uilding Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31191 Date: 10/06/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 935 FRANKLINVILLE RD LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 125 Block 2 Lot 2 .2 Subdivision Filed Map No_ Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 18, 2003 pursuant to which Building Permit No. 29532-Z dated JULY 1, 2003 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 SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR. The certificate is issued to JOSEPH P LEBKUECHER III (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0064 09/27/05 ELECTRICAL CERTIFICATE NO_ 1169333 10/28/04 PLUMBERS CERTIFICATION DATED 10/13/04 RBT. BUGDIN PLUMB.& HEAT. A thorized Signature Rev. 1/81 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. A 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.A New Construction: '� Old or Pre-existing Building: (check one) Location of Property: _ Ibn�>1 , �cnk�n�/.1�� �1 LJ1QA House No. Street' Hamlet Owner or Owners of Property: 0uqo � �. Lf,. ._[4 Suffolk County Tax Map No 1000, Section ) Z. Block Lot 2®2 Subdivision Filed Map. Lot: Permit No. J�3 2_ Date of Permit. Applicant: Health Dept. Approval:- Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check o e) Fee Submitted: $_ . �• � ®�� Applicant Signature C-0 -2� 3ii�l 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. 29532 Z Date JULY 1, 2003 Permission is hereby granted to : JOSEPH P LEBKUECHER III PO BOX 645 JAMESPORT,NY 11947 for CONSTRUCTION OF NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR; FOUR BEDROOM PER HEALTH DEPT. at premises located at 935 FRANKLINVILLE RD LAUREL County Tax Map No. 473889 Section 125 Block 0002 Lot No. 002 . 002 pursuant to application dated JUNE 18 , 2003 and approved by the Building Inspector to expire on JANUARY 1, 2005 . Fee $ 1, 937 . 40 Authorized Signature ORIGINAL Rev. 5/8/02 Town Hall. 53095 Main Road Fax (sts) 7fi5-18 3 P. O. Box 1179 Saulhold,New York 11971 Telephone (516) 765.1aj)2 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T x F I C A T I Q Pr DATE: 16 /,3 O Building permit No._ DWner: (please print) Plumber: /?® �2i T X3066/^v f e,66;t- </e, 0� 7 (please print) I cert-ify that the solder used in the water_ supply system contains less than 2/10 of 1% lead. (plumbers Signature) Sworn to before me this- day of Cr Uoe-"( G notaryPub 'l U / A,1 U Public,C, �G( (C C o u n C y Ate'Ville, fate u VET► 4ommISA!OSIQ 86p;1 3 Sufolk 13 Neiv � ry�S 0 rJ�rJr�rJ�cl�JrJ�rJ�cJ�rJ�rJ�r.PrJ�r�r�rJ�r.Pcl�rJ'rJrJrPr�r.(�cPrJ'rJ�r�rJ�cPr�rJ�rJ�rJ�r.Pr�rJ'r��r rL3rJLrL3r �cicrL3rL3 L3rL3�rJprJ�rJ�cPrJ�rJ�rPrJ��rJ�rJ�rJ�rJ� 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 S 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 C5 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 5 5 5 TWIN FORK ELECTRIC JOSEPH LEBKUECHER 5 P. O. BOX 48 HERRICKS LANE 5 SJAMESPORT, NY 11947, JAMESPORT, NY 11947 C� 5 Located at ALDRICH LANE LAUREL, NY 11948 5 5 5 Application Number: 1169333 Certificate Number: 1169333 5 5 5 5 Section: 125 Block: 2 Lot: 2.2 Building Permit: BDC: NS11 5 5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: S 5 5 5 Basement,First Floor, Second Floor,Attached Garage,Outside,Attic, 5 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 28th Day of October,2004. 5 5 Name OTY Rate Rating Circuit Tyne 5 5 Alarm and Emergency Equipment 5 5 Transfer Switch 1 0 60 amp 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 7 0 Smoke 5 Appliances and Accessories 5 5 Exhaust Fan . 4 0 F.H.P. 5 5 Dish Washer 2 0 1.2 KW 5 5 Pump/Motor 1 0 1 H.P. 5 5 Cooking Deck 1 0 30 Amps 5 Oven 1 0 30 Amps 5 Furnace 1 0 Oil 5 5 Hydro Massage Tub,Residential 1 0 5 C5� Panels 5 5 5 1 60 18 - 5 5 Wiring and Devices 5 5 Outlet 91 0 Fixture 5 Fixture 91 0 Incandescent seal 5 Outlet 123 0 General Purpose 'U 5 Continued on Next Page 1 of 2 5 5 5 ip This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 1@DMm2�������[������L3rL3 ���������������������������������������� cJ��PrJ�rJ�. r�rnrJ�rJ�rJ�rJ�rJ�r.TrJ��PrJ�rJ�cP�1'r�rJ�rJ�cPrJ�rJ�r�rJ�rJ�rJ�rJ�r�rJ�r�r�rJ�rJ�rJc.frJ��rJ�rJ�cPrnr.PrJc.nr�r�rJ�r�rJ�rJ�rJ�rnrJ�r�cPr�cncnrJ� C0 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 C� SCERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 5 e5 5 TWIN FORK ELECTRIC JOSEPH LEBKUECHER 5 5 P. O. BOX 48 HERRICKS LANE c5 5 JAMESPORT, NY 11947, JAMESPORT, NY 11947 CCU 5 t d t Locae a 5 5 ALDRICH LANE LAUREL, NY 11948 5 Application Number: 1169333 Certificate Number: 1169333 S 5 5 5 Section: 125 Block: 2 Lot: 2.2 Building Permit: BDC: NS11 5 5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor,Second Floor,Attached Garage,Outside,Attic, 5 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 28th October,2004. 5 Name QTY Rate Rating Circuit Type 5 5 Receptacle 61 0 General Purpose C5 5 Switch 62 0 General Purpose 5 5 Paddle Fan 2 0 S 5 Receptacle 2 0 20 amp Laundry 5 5 Receptacle 14 0 GFCI 5 Service 5 5 1 Phase 3W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 5 Meters: 1 5 5 5 5 5 5 seal 2 of 2 C5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the(location indicated. C 5 QPrJLn����� ��������������������������L����L����������������� o CHARLES M . TH0MAS , PO Box.: 877 I , JAMESPORT,. NY 1 .1 947 (63 T) 727-7993 January 10,-2005: Town of Southold 53095 Main Rd Southold,NY 11971 Re: Lebkuecher Residence To Whom It May Concern: . Upon inspection of the above 'p p ve referenced residence, I have observed that the strapping has,; been installed in the typical manner, and is.fully meeting with New York State Building Codes. Thank you for your attention to this matter. Please call the office with any questions.or - concerns at(631) 727-7993. Thank you. j Ince r r C �ef 'I;{ homes , N�i `` - ' A� i 765-1802 �. BUILDING DEPT. J INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING NFINAL . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION P REMARKS: � � �� - DATE INSPECTOR r 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] F ING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION c REMARKS: DATE 0 INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST GH PLBG. [ ] FOUNDATION 2ND [sINSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: G_�V44 S All fil/f�L_ _,M d. DATE INSPECTOR Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Cdnservation Construction Code REScheckSoftware Version 3.5 Release lc Data filename:Untitled.rck TITLE:LEBKUECHER COUNTY: Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 06/17/03 DATE OF PLANS:JUNE17,2003 PROJECT INFORMATION: NEW RESIDENCE COMPANY INFORMATION: CHARLES M.THOMAS ARCHITECT COMPLIANCE:Passes Maximum UA=552 Your Home UA=490 11.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1028 30.0 0.0 36 Wall 1: Wood Frame, 16" o.c. 3218 15.0 0.0 211 Window 1: Wood Frame:Double Pane 323 0.280 90 Door 1: Glass 120 0.340 41 Door 2: Solid 40 0.240 10 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2179 19.0 0.0 102 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculatio,s ubmitted with this permit application. The proposed systems have been designed to meet the New York State Energy C ction Code requirements. When a Registered Design Professional has stamped and signed this page,they apt nttt' t of his/her knowledge,belief,and professional judgment,such plans or specifications are in c thl v �6 17 ©7- Builder/Designer a —a; '{:�.c Date , 0 024U q-, �!F 4F N0 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc DATE: 06/17/03 TITLE:LEBKUECHER ,s Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Wood Frame:Double Pane,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: Doors: [ ] 1. Door 1:Glass,U-factor:0.340 Comments: [ ] 2. Door 2: Solid,U-factor:0.240 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: 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: [ ] 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 equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. 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. 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). [ ] Ducts shall be supported every;l0,feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior in§ulation 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. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. 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 heat 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. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. 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. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0"' Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 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. F1uidTemp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less .1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 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) 765.1802 BUILDING DEPT. INSPECTION [ ] FOU DATION 1ST [ ROUGH PLBG. [ ] UDATION 2ND [ ] INSULATION ] F AMING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION f REMARKS: c � DATE INS R 765-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION i5T [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ` � OK INSPECTOR �'� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: l�.� - �,�.�_�'� fir✓ DATE �l INSPECTOR 765-1802 BUILDING DEFT. INSPECTION [ ] FOU ATION iST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE a _INSPECTOR:;5.1 765.1802 BUILDING DEFT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: DATE G �r o3 INSPECTOR 4 i °-~ m�� JTHOUD ROPERTY OkORD / -~- ^-- �m��� -- • ('� _' _ �nnnnnnnn i o-• �arm�'���� 1; ,.?-�� I I .. �'��, � b�ii_:o - �nnnnnnnnnn nnnnnnnn nnnnnnn _ . .. . :. th Bid sion Basement Floors msion Ext. Walls Interior Finish msi•n ('50 Fire Place Heat Porch Roof Type Porch Rooms Ist. Fl.. ®_ Patio Rooms 2nd Floor -_ Driveway Dormer B. MA , ; , ►off- FOUNDATION , �■t w lip V5 �_ FWD AW INSULATION PER N.Y. STATE ENERGY CODE ' PM I ° • h TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 2 ,OS30 -E-- Check Septic Form N.Y.S.D.E.C. Trustees Examined 6L,-*,20 d a Contact: Approved 71l ,2003 Mail to: Disapproved a/c Phone: Expiration ��/ ,20 0,5 Building Inspector '_a _ ;APPLICATION FOR BUILDING PERMIT JUN 18 M K�9 _ Date J\) elo , 20 ��� ••_�._"`��-"��"� INSTRUCTIONS f _ 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 the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections (Signature of appllit5nt or Arie,if a corporation) C J"> T- cc.r C. LA. c G �--S C . � OMaS 2,0 6 L.-P, cvlh 5`f- (Mailing address of applicant) e�ac, b n) i c 1 0 4 ktate whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder f L�; C e� ;ame of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of lend on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Z2> Block Lott Subdivision Filed Map`No. Lot (Name) 2. tate existing use and occupancy of premises and intended use Pq occup proposed construction a. Existing use and occupancy ,� S, Q � �,; ✓ JL L �'� !' ��"� : �i b. Intended use and occupancy ature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Worlc (Description) 4. Estimated Cost Q 00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories.:9.,4°.` 6 , . 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 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 1!Urk7 TOE50� PU 150x 6y5 tjG4 4.Names of Owner of premises Address lia+e5 Po-r} ti y Phone No. Name of Architect C h Atel t �t o inks A I ji Jt,, Address S 0 6 if c o I►i S t Phone No 172'7. '7 1-7 a 3 Name of Contractor Address 4;,j¢.,- �x &K(one No. IIG�_a i / 5 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 BE REQUIRED. 16. 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. STATE OF NEW YORK) SS: COUNTY OF2 ) l'i q"S Q, being duly sworn, deposes and says that(s)he is the applicant (Name of individual Agning contract) above named,(S)He is the Q f a' I f('� /z. ,'1f f C, l�l D (Contractor,Agent, Corporate Officer, etc.) yew o of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo �efore me this ddl y of 20 r otary Public Signature Tof A licant LYNDA M.BOHN NOTARY PUBLIC,State of New York No.01666020932 erm Eiedre Ssa{°Ih 8 2 17 Term Exl! ' l TEF Excavating&Demolition,Ltd. 4 Pepperidge Lane East Moriches,NY 11940 631-878-2700 Phone/Fax CERTIFICATION OF SEWAGE DISPOSAL,SYSTEM BY INSTALLER Health Department Reference Number:——A /( 7163—n b(p -V Suffolk Tax Map#: Dist: Sects) Blk(s} Lots) Project Name or Address: I I riG�6l I n P / Subdivision Name&Lot# Applicant's Name: Description of System Installed: Septic Tank Volume(gallons} Shape: ( )Rectangular ((a lindrical Name of Precast Manufacturer: n i CZ ryn ood_ Leaching Pools Number of Pools o� Diameter&Depth -- g Name of Precast Manufacturer: f— Other: Attach or sketch below the measurements from building corners to the access covers of disposal system. t r' :3 i r r zt •���yvyr�` 1 )lye fr I hereby certify that the subsurface sewage disposal system,described her installed by me in accordance with the approved p and ar of the Suffolk County D artment of Health services; and is operationaL Installer Signature: Date L 5/0Ll Print NatnelCompany: Ct e. ( ' Phone G 3 l -VA 10) Consumer Affairs License Number; !R I 4- 07/01/2003 10:09. 6317278033 CHUCKTHOMAS PAGE 02 G Charles M.' Thomas, Architect P.O. Box 877 Jamesport, New York 11947 (631) 727-7993 e mail: cdthomas63@aol.com July 1"', 2003 Town of Southold Building Department Re: Proposed Lebkuecher Residence, Laurel Dear Town, This letter is to certify that this project meets N.Y.S. Fire Accessible Code and Town Codes (280.A). Thank you for your attention to this matter. VQ tru ■ CHA L S , S, ' Charles M. Thomas,.Architect P.O.Box 877 2 4 2003. . Jamesport,New York 11947 i (631:) 727-7993 e mail: cdthomas63@aol.com June 23r°, 2003 Town of Southold Building.Department Re: Proposed Lebkuecher Residenco, Laurel. Three points of clarification on the building plans submitted Dear Town, We hope the following three amendmentts (points of clarification) shall complete our application for a permit to build. 1. Smoke Detectors (information to be placed on the submitted plans-at note number"8') - A.smoke detector shall be placed in each 1abitable room-on all floors- and at each area immediately outside the door-and/or entry of each habitable room. 2. Each habitable room meets Efress Reguirements. - There is at least one egress window in each bedroom(of 5.7 square feet-AND is a clear opening no smaller than 20x24) 3. The bedrooms meet Light&Vent Recmi cements of 8%and 4%respectively # Look for a second and thud page,in this fax stowing the 2 elevation images of our proposed residence-identifying each required egress window(specifying not only that it is an egress window,.but also what window manufacturer zzd model#will be used for each egress window.) Thank you for your patience, and for your ilftention.to this matter. Vory t ly yours, tiAARLES M. THOMAS, R.A. WE CH_ _ ---- ---- - -- PA& E I - OF PLANS ALL W INDovjS 5PCC if-1 ED W I U! 13E ANPEZSFN MMOFACr0ZE D _ I M55 zill t, f f f ' a,L-r- yr, I... .b MUCV i L 28.5z . EGRESS � �6�E,5•S f( lNflAhl f I . r j Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Alden W. Young, P.E. & L.S. (1908-1994) Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Robert C. Tast, Architect r«�8 o ALD S3_2'S5'S1"E r !' 15.07' - 1 05_ 138.12- `. 45-----'�/ � I a 0 v- I N , CO W z W � ILO O O I - LDRICH LANE 35----------- a 15.00'� ------40 now Or for i^ 3s Louis eOschetti _ N �\ ;� Fee Lot I 0 formerly or now/ Lot 2 bkuecher Yl L. Wo Y Suff. � Richard J. � 4 p Le y Joseph i par °r formerl � Subdivision (Vo�a,It) Cheryi o(Jg I Co.0 File NO. 7975rOn ' ea woo( A. ` L t 3 I ' { �,eC\y e Re\y now or formerly 4'00:41" E� p?�'' = ��;� �,� (IResaencS \��'-- O I L Lot ' Of °rOrro Le Lisa Peters Kot HEALTH DEPARTMENT r--- - - -_ 5,36 `\ _S_30, ,' �,, e) -_ ' of 4 I 5 Lot now or no\� -- -- I -- - -_ _ ____,I - 6 , former o --t ., \ \ , ------ , ,, _- David T e formerly , Re\yP' I vt . �+L.i:�'{jstr '=T nn, _ 8T Diana B Bennett & 1 p / +�s \o \\\ \\ \ \ 339 62„ I ,- ,' I �, \`\ L. now Or I 1 E _..x _ld {• �.. 17a, Li7z'0,BP 1C6S \ \ \ I EDGE OF WOODS �� / / / \ \ . _ Hub for \GraCd 42'06'4 2 t'��A ��^ \ I 102.9,3' - - , / I - --- bard merly, , R S '� N _ _ v P�O�'bS�`pi i S 33.0 '21" ' �/ ' ,' 1/ i ,'/ \\, \\ I - I Wayne Dries & na I ��'D1, 169. P- Or formerly tiR tik g . I _ w a rme \ / ,'�`�- i q 3 E � I -- � -- _ Cathy or f 5 o v; now Y �- I DRI g / / / \ I ,' I \ Dries I Y Houghl S 5 o Barbara ' -0,3 1 1 . / 1 , I \ ��' Y ie formerly ?3 1 / /g / I / 175. _ - , , , - -- , Nancy , E o°; , _., 'c�. Ti rn; PROP(j IL li �i " , 175.03' / i \ I / 1 \ I110I P( - , Timothy A. Berdinka �,;, - 1 71, ; _ --- 09 S 33 $0 21 E - 2 , I _-- Y Hough I ���h� z _S 42 44 31 E 295.00 Fps\ PICKET \ "" * ro b. ��� \ 8 $ UTILITY /a®Q�'�s 1 1 I I 1/ ��� _ ( / \ /' 4.70 0. S 32.3 » -` I I �� STOCKADE FENCE I• u'ali':.tJ1Yj 0�^ T± ,T, r 3 pAOPOSED I I 1 _ `- \ TEST HOLE I \ ! /' ----- 31 / z04. % POLE sr a ---_E 6 LOx $ON OF ! I 1 I� I� I I /'//�, -- C\N\\�\ N0. 1 \�o\ \\\\\\\\ x 78.0 I 33.36 �l�E I , �+' �. 88rJ \\ qJ�+ tst Q[I�DA .o1'�r / I 92 S 1 o. F,tiP,RIrS <E Ala _� `\ o -FPIME HOUSE /' b l \�/� �t� �\ `����30 =_-___- \\ '-___ ------�- 7•g �80.99'� 60 g 9 2 D \ , �\ (3-4 B� -----, 1 F. I / / / ,----\I\ \� \ - - \ _ NAIL SET / 2 S 31 27 » S `Z TONEROA !y -, rn ROW OF EVERGREENS i ry \\ I�/ ��M) 0P1 1 I / , \, \ __-------- ----- � �•�• _ ` \ IN TREE 21 E 5 O \\ --_�° '�RORO►S D / / I \\\�� __ -_ \\ \ \\\ i_ - ----_ EDGE OF WOODS 53 0 1 6 36' POST 19256 22.0 x _ _ lC ME�tb D SIO-A 1 \ $A � / / ' \ \ \\ ' �'� _ _ sy"S �M 1 ! \\\ -----------\ ^l) j 1\ \\\�_�_'�i/'_��' __'_ -�- x 18.0 E�ECTR- 12g' , " W ?,, / \ / a✓ �/ 20.6 lR 3t0- o- ' 1•J e(\y NOTE q / \x 3z.o \__ 1 / TEST HOLE �N o - -OOP / Q9 !y/ _ _ �' cV / -� 11 I i w \\ I / ~\� -^\ 11 \�_�1-'i'' --�`�' \�1\\ l LA j yi!_ O� �bpY� __ _ �i �9 TOTAL AREA - 35.7860 ACRES /�,O / _� _ -__--�,.'� /' _f //�\ \\ \\\\\ \\ \\ \\ \-- \\ // I\ /'r ice'// I\ /-� \\ 1 x 200 N0. 3 C� �\pC\\{{g \'�G O F CP 711 i'--- '_+ '- - \\\\ \\\ \ 0 \\\ \\\\\ \\\ \\\ /// \�_/' % /i b� �=♦\\\ 1 i {O��eae(9 �co --------------- T\C ap / 'x 23.0/ i j 1 , / I I \ \ 1 \ -40-----\ --- ! / ,--� \\ / I 1 ! EDGE OF WOODS y✓� 617. / / 36.0 x- \ (O< \ILT 30 \ 4� 0 / 1 �' ' t / / 1 , \ \ I / N 37 26 29 1iY" - 1 2 j ov+ S�Oro EARTH ROAD I J W d 0 Q s 1COv P E c\ 4' I / / / / -\ s \\ -------- -' .' // \ o i i//' /�' TEST HOLE 30.0 x N 3C)•GJ'11» ---- No. 2 391.43 W 398.6 SURVEYOR'S CERTIFICATION now l N 45'27 53 W 0 WE HEREBY CERTIFY TO JOSEPH LEBKUECHER THAT or formerl / I III \ THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF y Joseph P. Lebkuecher, Jr. m ' II\\\ \\ EDGE OF WOODS N i Il \\ \ \\\\ PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION PROFESSIONAL AN . NE 0\ \ J „ + - now or formerly Joseph P. Lebkuecher, Jr. co W �2 N 41 49 53 IN - //fV g� 53.58' ; � '3�2g'-Gt�216.7g' 3 f� ti N 36„ !� - ,/ \ /1 32.17' HOWARD W. YOUNG, N.Y.S. �' .!'10 4 8 �- �� 45893 w I OUnE ON� , 1 \ i 411.56 12 0 LANDS a s 1. I 7LO r t�� € N 33'25 29„ 144.20 ' - _ _ N 1u�, . �;; 1, _ ft, ._.T_- ff `.i W 33.17'20" W N 36. 1'11" W 242.58 30.0 x ' N \` 197.34' �,i Lfi r.L.t,}. t�l \. 32.1�\ „ if? W a now or formerly Joseph P. Lebkuecher, Jr. SURVEY FOR JOSEP H LEBKUECHER 0 At Laurel, Town of Southold Suffolk County, New York County Tax Map District- 1000 Section 125 Block 2 Lot 2.2 BUILDING PERMIT SURVEY �� 5 MAP PREPARED JAN. 21, 2003 SCALE 1 n 1 MONUMENT SET 0 MONUMENT FOUND - STAKE SET ♦- STAKE FOUND JOB N0. 2002-050506 OF 1 DWG. LE97_0337_2002_0506-survey Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 / 631-727-2303 Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Robert C. Tast, Architect Ronald E. PfuhlL, Landscape Architect b«�8 01. ALOR - S3_ ,. 2' 55'S 1 1 15.07' ' 123.05' ' I J I N , �t� (/��� lzo �1,114JII �� 'N I � I Q/ I I ALDRICH LANE 75.00, �F((I or for °� ' , w Louis merly wl �� 'P BOSchetti 6/ IN I LO N ' Lot �F N I n ' F � fO ow °r ' Lot no Subdivision , rn Pr Lebkue°seph I Dar �Ir formerly � Suff. � Richard J. � I < � cher I y L. Woo CO.CoF11e N Cron , o ds I o• 79 75 I `� Cher er�y Rely now or formerly Wood 1 A ' 3 � S 34'00'41" E 15.02' , Lot ' °C� a fee ' Peters formerly I 5.36' ' s ' ' Lot Lot 5 ' o o Lisa Pete / S 30'1701" I ' t 4 , I Lot g nOw or � �o� & Dor ijKot 187.17'E 133g 62r I I ; David T Benettly ' �� Re�yeo Cr) I EDGE tan cX I d I 10 of w000s I a L. now ar a1' 2 93 I I Hubbard Wayne or formerly , Rich „ E S 42'06'41",E V) S 33'03'21" E ; I I Cathy Dries & I now I .��1p1, 169.03 �_ - - - - - -- I , or formerly 5 516 04 �� now or formerly 175.03' I Dries I Timoth y I c0U' — �' o� 1 5 0 ' y Hough h v? Barbara A. Berdinka � i y oe 602.09 �j� S 33'50'21" E 2 Nancy P Hou h I �,51'; O� �^ o __s,.3, - m 2.77 g S 60 92 �'I �S 42'44 31 E 295.00 PICKET \ U Lffi ,0 4.70' 0 9 \ I I 1 _ 32'38'31" E I AM — I STOCKADE FENCE UTILITY" \ a,• 204.92' I POLE xo.S vLQ CONCRETE 33•36,41„ E ' . 9 FOUNDATION ;mS z'�wsd (� hN I— Q 1 AIL SET 7.92 380_99,1 \.,�- S 31'27'21'r `' 6�2216 9 m ROW OF EVERGREENS gSOhE J EDGE OF WOODS 530 196.36' E POST 192 C� . � A c I ELEGT1c MtTER,ag121„ 13 NOTE N �' °�\\{4s° \�° o,�/� TOTAL AREA = 35.7860 ACRES z 2 ( / 'F°,c�ede,s � �j °C S°Jn I — p . o r N 35'37 52" W EDGE OF WOODS /+� + 2.a't11 {° 17.21 W °� °C SG G °\t� I N 37'26'29" W 299.9 j� 0 5 I EARTH ROAD Z 00 2• cS�Y N 38'23 11 w SURVEYORS CERTIFICATION 391.43 398 6 a WE HEREBY CERTIFY TO JOSEPH LESKUECHER THAT J W now or formerly Jose h P. V N 45'27'53 . P Lebkuecher, Jr m EDGE of WOODS THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF W PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE O ' ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. al NE N �V N 41'49'53" W N 30, 53.58 3320' 'q now or formerly Joseph P. Lebkuecher, Jr. � 216-79, ,�'36» W IRRIGATIONr Q OUTLE 56, 1 N HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893'• % s 458g3�����` 411. 21.37 FOLANDsgg / U) a N 33*25'29" yy 144.20 ' _ 33'117'20" W N 36;�1'11" W 242.58 0 197.34' N 32.1 � " S W 8 now or formerl Y Joseph p i Lebkuecher, Jr. SURVEY FOR JOSERH LESKU ECH ER ' 0 At Laurel, Town of Southold Suffolk County, New York . I County Tax Map District 1000 Section 125 61ock 2 Lot 2.2 M FOUNDATION LOCATION SURVEY R 15 2004 d FOUNDATION LOCATION SEPT. 18; 2003 MAP PREPARED JAN. 21, 2003 Q - MONUMENT SET - MONUMENT FOUND Q - STAKE SET ♦- STAKE FOUND SCALE 1" = 1 00' JOB NO. 2002-0506 OF 1 DWG. LE97-0337_2002-0506_foundationJoc Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Robert C. Tast, Architect Ronald E. Pfuhl, Landscape Architect Douglas E. Adams, Professional Engineer a� ALpRI, ` S3255'51"E 13 1 "". . 118.12' »Fs Z0.00' I c z L0 (a h Q f L-) W E0 ALDRICH LANE - �I R < (Pi Ll..l K 3 Louis B formerly :� O °schetti LO Lot z � LO w z for �erly JOse��h now or forme i Subdivision b D formerly —I Rich r3 kuecher. �yC L. WoOdsy I Suff. Co. � NO J.7975Cron File I I eo E now or formerly F S 34• � „ E I Woadsl A. � Lot 1 � �oC�eC\yLee Re\y � � . ��_ 00 41 3 Lot 5 oC no I Lisa Peters Kot SANITARY MEASUREMENTS F Lot 2 ,._ , : 1 4 I Lot 6 now or O°w & por .�,n_',0. ` -'-- -'- 6-_._ S 30'17'O1" E 20.04; , ' David T formerly e\yeo r�< ' I R I A B C >r;; 182.15' Bennett & I o 339•62, 1 , 1p I EDGE OF WOODS I N Nr 2 s3' ' �dn° L Hubbard now or formerly 1 R�Gr°Cd S 42'06'41" E Wayne „ , (!) S.T. 38' 19' / ,"WELL TRANSFORMER S 33 03 21" E I ' I I yne Dries & I +p1, E 169.03 _ - - - - - - ' pp , , Cathy Dries I now or formerly 5 5a4r5.0°` �1 now or formerly � c P• 1 21' 44' ELEC. METER 175 03' l� 1750 ' S 33• I Timothy Hough ough ' „ E o� Barbara A. Berdinka C.P. 2 - 30' 32' 602.09 1 50 21 2.77' 0 3 1 " E 2 , y Hough I 6 �'A ocO _S 42'44'31" E 295.00PICKET 4•;70' o. s 32 3831" E 204•g I ' S 192 $m STOCKADE FENCE UTILITY° \ ��• O U OS•T• / 2 I 1 POLE 37 O (O - � � R' \ C P 1 2 STORY S 33*36'41" E 1 H � 1 $g •\ �- a \ Q W � \ O O FRAME� GARAGE HOUSE 'I 0�9�3g' ROAD �o. c.P.z / ' NAIL SET 7.92 380.9 g S 31 27'21'r S 6 ',21• m ROW OF EVERGREENS \ O j SEE INSET EDGE OF WOODS 530 196.36' POST 192' G E �j6 SCONE + <y E`E0MNETE,?b 1L��3t D-1,O 30� 'P s 512 NOTE � 7 LA ,AO a!,a00 TOTAL AREA = 35.7860 ACRES NVRaa0,\ � ,_--- 00 2 I z occ�ec\ecs � o( RsO��d a -1 r0 p. / _ W N 3537'S2» W EDGE OF WOODS � \ 617.21' 1 N 37'26'29" W 299 c EARTH 2 4(n t lac ra\�2 � Z -�d�0 h\e So�O\� - .O so -P *W 391.43 N 38'23 11 W 398 6 - - SURVEYORS CERTIFICATION v W • WE HEREBY CERTIFY TO JOSEPH LEBKUECHER THAT now or formerlyy N 45'27'53" Joseph P. Lebkuecher, Jr. m EDGE of WOODS THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF W PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE • O r O) ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. Cl / N 41'49'53" 8' 53.58' N 303320" W 2 now or formerly Joseph P. Lebkuecher, Jr. 16.7g' �° ' ��- �`q a' a'' '�"=ate - CONI O�� I WELL N 32• , \\ 36„ W IRRIGATION OUTLET UTLE � 411.56' 1 _ p HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893'1 Iz>siI 21.37 4 93z=f N 33'25'29" yy 144.20 � �@ / 33'17'20" \ N 36;�1'11" W 24 N t W 2.58 \ 197.34' � \�� 4 N 32'1,\ „ W a € now or formerly � s. • ' Jose 3 6' ph P. Lebkuecher, Jr I \ N I A SUBJECT TO COVENANTS RESTRICTIONS LIBER PAGE 31 U 20� 22� SURVEY FOR IQ s�o �'. 8' ,(�c �,° S.T. \ �� r�, a5 B .c1 i��Fa�� :� !�' . : a t::�2 t' n '°Asd:�� 0 1 ° � ✓t'r.L ��, ,a „� ^. JOSEP H LEBKUECHER P 9�° -e,1• D ,,y(j 3N�M•1 O ��.c.'•e�� ✓�F-:��i�'.��1 E:;.:4:;.'�'�.:\:°•�e+�... Dot ,� YRtO 03 voc�� At Laurel, Town of Southold E�` Suffolk County, New York \ © c.P.i / The :::�C^c • w,E:; t -cr.�., ,y,.r_�,.. c f t'3 IB 0 bcsn =c3=lcs e.rd fal t0 C:4 iL J•G.v.sr•'�Sa YJ,O P'a Ld;�.d ai ..�:.�0_,�J' ---1® F.e:®Sti �6rf 6�:t�. INSET County Tax Map District 1000 Section 125 Block 2 Lot 2.2 � / -- Cd,fae cfi L'Vustewa2cr t0swicgamant SCALE: 1"=40' REVISED EASEMENT OCT. 6, 2004 �$5� FINAL SURVEY JUNE 8, 2004 FOUNDATION LOCATION SEPT. 18, 2003 MAP PREPARED JAN. 21, 2003 [D - MONUMENT SET ® - MONUMENT FOUND — STAKE SET A— STAKE FOUND RO - ROOF OVER - SCALE 1" = 1 00' CC JOB NO. 2002-0506 r J DWG. LE97-0337-2004-0231-final survey t S C7 ��•� tf� ,'�` , SET CHIMNEY TO 2'-0" ABOVE A e r. 10'-0" HORIZONTAL PROJECTION STONE CHIMNEY RIDGE VENT HEBB CEDAR VENT - -ASPHALT SHINGLE ROOFING=_'-- "- Z --- -- ----- -- - - - ---- --- - - --- --- p STEP FLASHING - -=_-=-.._ �=y- :_= _ ,:.tea :a _ _ _-:_ D_ I"X2" TRIM ON I"X8" RAKE - ------- ------- i"X8" RAKE FRIEZE Tt RIDGE VENT12 ` 20310' -- _._.__ -- - -------- ---- - - ---------- -- --- --- --- ---- - --4 --- - -- -- -- ---- ------_-_ - � � �--,__ae�.-�m-- -�-----�--� - RIDGE VENT _ --- - - - ASP - -- - 12 T.O. b'-O" PL'T. -- ---- - _ -- - - : - - - -- ----- - - - - ------ .--- -- — - - - _ _ --- - -- - 2 H T 5H I NG ROO N6 - - -- - - - - -- - - -_ - - - -- - -- - - - - - � 1 Ell STONE VENEER -- d) 2042 - '• - c --- -- -- - - ---- -- --- - - - _ _-_ - - - - 44 0 0 -- --- - - - - - --- - - -- - - -- - -- - - - 2 ',. T.O. EGOMID FLR. 10'-2" P STONE VENEER Q'-O" PLT.. I"X2" ON I"XIO" TRIM BOARD I -- Q'-O" P _ - -- -- - - -- BOX OUT PqITH ILPINE 10n= O -- - -- - - -_ 052 - -- - - - --- -- -- - - - - Jl] r Q 2042 b -- 2042 -- - -- - - - - � 2452 2452 2452 O I' ---- -- 30'i --- ----------- ---- - -- - --- --- - --- - -- ---- --- - -_ --- -- Q080 O.H. DOOR Q08O O.H_DOOR.- -- -- - i N N 5/4 4 1ND5 - - - - - - - ® - ---- --- - - _ .- a - --- - - ---- - - - - - - - - - T . FIR:ST FLR. I A L OD N L5 _ __ _____ ----_ --- -- --- -- _ - -- - -- - - - -- - -- - - - - - -- - - 5/4 X4 SURROUNDS - - -- -- -- --- - - - - _ _- . _CEDAR PERFECTION SINGLES d STONE VENEER STONE VENEER - - - ---- - -- ---- -- -- iv GRADEE - --- - HOOD STEPS TO GRADE TYP. WOOD STEPS TO GRA tg IT',ORATIVE COLUMNS DROP WALL AT OH DOOR DROP WALL AT OH DOOR V ALL DOOR5 PER NY5 ALL DOORS PER NY5 CONTINUOS FOOTING CONTINUO5 FOOTING O C T FRONT ELEVATION o CD c SCALE: 114" = 1 '-0" In Lu z d t ASPHALT 5HINGLE ROOFING LL ASPHALT 5HINGLE ROOFING I! O / T.O. 8'-O" PLT. Q CERTIFICATION OF JAILING & CONNECTION z Z REQUIRED. CQ ! i Q p p 2b52 ALL CONSTRUCTION SHALL Q ,,I l�O52 V"'ET THE REQUIREMENTS OF THE U'aDERNdRITERS CERTIFICATE CODES OF f�':-VJ YORK STATE. T.O. GOND FLR. REQUIRED ell-O. PLT. (PLUMBING � r DO NOT PROCEED WITH ALL PLUMBING WASTE FRAMING UNTIL SURVEY 1,V ATER LINES NEED . 4. 1 -- OF FOUNDATION LOCATION TESTING BEFORE COVERING EAll m HAS BEEN APPROVED. p � PLUMBER CERTIFICATION S ' ; NTBEFORE D ZONE All N_ ON LEAD D O OCCUPANCY I ; TE COIF LY WITH CHAPTER "�6„ CERTIFICATER L� 4 , L D DAMAGE PREVENTION SOLDER USED IN WATER 2452 ± i 24 2 iy � O� 452 41P L-1 L ; SOU HOLD TOWN CODE. SUPPLY SYSTEM CANNOT I 1/2' YWOOD 5/4" 4° ROUNDS EXCEED 2/10 OF 1% LEAD. PA s I RIMMED CEDAR OMB Y ITH ALL CODES OF APPROVED AS NOTED 5/4"X4" SURROUNDS CEDAR PERFECTION SINGLES �v ATE & TOWN CODES ��/�3 S REQUIRED AND CONDITIONS OF DATE: B.P.3 3� 1 GRADE - FEE: 7• D BY: �1 -_I �i �,u v�, r ctiA NOTIFY BUILDING DEPARTMENT A X WOOD ra-"ALL TO GRADE TYP. Tom+.�QpZ $AM TO 4 PM FOR THE S ALL DOORS PER NY5 "!� SOUTHOLD TOt%PLAIVNIING EOARD ^� SOUTHOLD TOWN TRUSTEES FOLLOWING SECTIONS: t. FOUNDATION • TWO . ED 2 L�� L L V T I O I `i y ` ;>, "'' N.Y.S.DEC FOR P'OUM CONCRETE 2. ROUCIfI • FRA'JN,, G A PLtIMIONG ' SCALE: 1/4" _ —O" , r ry ' ! 5 3. INSULATION SHT. No. .. _. OCCUPANCY OR 4. FINAL • CONSTRUCTION MIST USE IS UNLAWFUL ALL ECONISTRLUCCTEION SHALL LET WITHOUT CERTIFICATE YORREQK STATE NOT RESPREMENTS OF THE ONSIBLE F OP OcCUPA "CY DESIGN OR CONSTRUCTION ERR , OF - 6 ` a' ~7V'C, t I\ � 4 4.T �v,9, f f. •\ SHML.E ROM RIDM Weer .'✓/ .ter ;�ti.4L'�� (J FELT PAPER \' RDOI°SWATHINO(TYPi m z R14�'Tl3t �-- QL N wveee eem Q 3 R I DG7E VENT DETAIL_ 2 5GALE: N.T.S j. Lu CY- 203 2 5 ROOF RAFTER l l o ° TO RAFTER CANE `4IP MAILED PLA z o ° (2)2•x4" TOP PLATES C) • i a o 0 • o 2042 LLJ 2452 2452u u 2452 G080 O.H. DOOR I G080 O.H. DOOR 1:1 0 -------- ------ Lu DROP WALL AT OH DOOR DROP WALL AT OH DOOR 4 H U R R I G A N E G L_ I F DETAIL- � GONTINUO5 FOOTING GONTINUO5 FOOTING 2 5GALE: N.T.S. Q 1Ll 1 SIDE ELEVATION C ROOF RAFTER 2 SCALE: I/4" = I'-O" CD HURRICANE CLIP NAILED Lu TO &IRDER ° °_° 61 RDER ° ° o t11 z ° Q O O LL m O < 0. 12 12 D z o 5 HURRI GANE GL- I F DETAIL_ < z 2 5GALE: N.T.S. C� Q -� I � I f { OPENING PROTECTION BY WOOD 5TRUGTURAL PANELS r PURSUANT TO 160q.1.4, SEE FASTENING SCHEDULE ON r. DETAIL SHEET IN THIS SET JTI SEE DETAIL SHEET FOR -� HIGH WIND GONNEGTION REQUIREMENTS 245 245 ,^ �V1 �LJ GEDAR PEP�,FEGTION 51N6LE5 oX 2 ! �L_E V A T I O i �1 SHT. No. 2 5GALE: 114" _ V-O" r OF 6 `•;.-, OENERAL NOTES /- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ I. GONTRAGTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE 51TE 15. MAINTAIN 2" MINIMUM CLEARANCE BETWEEN ALL 5TRUCTURAL FRAMING PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH 2T. PLYWOOD pEGKINt6 SHALL BE EXTERIOR 6 P YtiqoOD.✓^cff, 1 45- THE INTENT OF THESE PLANS AND MAKE HORK A6REE WITH SAME. MEMBERS AND FIREPLACE OR UfiMNEY MASONRY. IT ,a A SOLID BLOCKED OR PLY CHIPS. � ,._T -•-- / 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDIN6 PERMIT FROM THE 16. ALL FLOOR J015T5 SHALL BE LATERALLY SUPPORTED BY BRID6IN�OR 2 STRUCTURAL B. ALL STRUCTAL STEEL SHALL BE A-36 STEEL 5' 18'-4" 15 \ l'-8" 5'-6" TOWN OR VILLAGE PRIOR TO STARTING WORK. BLACKING O INTERVALS NOT EXGEEDINI6 EI6FfT FEET. INSTALLED AS PER A.I.5.G. 1T ALL FLA5HIN6 SHALL BE ALUMINUM. 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, 24. ALL DRYWALL SHALL BE U6.6. NATIONAL 6 O. / \ CERTIFICATES OF OCCUPANCY,INSPECTION APPROVALS, ETC.,FOR WORK 0. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALL5 WITH WRRICANE TAPED AND SPAGKLED THREE COATS. ( \ PERFORMED FROM A6ENCIE5 HAVIN6 JURISDICTION THEREOF, ( CLIP5" O 16"ON CENTER. z e O I I 1 I 30. ALL DRYWALL SHALL BE PRIMED AND PAINTED(2 FINISH GOATS). O _7 I I 4'-10" Iq'-8" 4'-10" i 4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE 14.ALL INTERIOR DOORS SHALL BE STAIN 6RADE 6'-8'H16H X 1-3/5' I PREVENTION AND BUILDING CODE AND ALL RULES AND RF_6ULATION5 OF THE THICK X WIDTH AS NOTED ON PLAN WITH APPROPRIATE HARDWARE, ALL 31. ALL MOLDIN65 AND TRIM SHALL BE STAIN 6RADE,A5 SELECTED BY �- TOWN. DOORS SHALL BE FINISHED AS PER OWNER. OWNER (L ci I 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHIGH 20. Do NOT SCALE DRAWiN65. WRITTEN DIMENSIONS SUPERGEDE SCALED 32. ALL FINISHES(INTERIOR AND EXTERIM SHALL MATCH EXI5TIN6 AS IY DI5A61REE5 WITH THAT A5 INDICATED ON THESE PLANS,THE GONTRAGTOR DIMENSIONS. ARCHITECT HAS NOT BEEN RETAINED FOR ON 517E CL05E A5 POSSIBLE. „ SHALL STOP NORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO F POURED GKALL I I I I FOLLOW THIS PROCEDURE, ,AND CONTINUE WITH THE WORK,HE SHALL INSPECTIONS AND/OR OBSERVATIONS OF THE GONSTRUGTION. 53. CARPETING SHALL BE SUPPLIED AND I1N5TALLED BY THE OWNER W FOUNDATION WALL O 8' 6' I I A55UME ALL RESPONSIBILITY AND LIABILITY AR1505 THEREFROM. 21. DRAWINGS AND 5PECIFIGATION5 AS IN5TRUM7£NT5 OF SERVICE ARE AND POURED CONCRETE I I STAMPED I I SHALL REMAIN THE PROPERTY OF THE ARGHITEGT"ETHER THE PROJECT 34. OWNER SHALL SELECT ALL COLORS. CO }��/� I 6. 6RADIN6 AROUND NEW CONSTRUCTION SHALL SLOPE ANAY AND BLEND INTO FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. THEY ARE NOT TO BE - - - - - - - - Imo, I - - - - - - - - -. EXI5TIN6. USED ON ANY OTHER PROJECTS OR EXTENNONI5 TO THIS PROJECT EXCEPT 35. ALL FLUMB N6 SHALL BE IN STRICT GONFORMANGE HITH NEH YORK EATI BY A6REEMIETTT IN WRITING AND HITH ADEQUATE COMPENSATION TO THE STATE BUILDING CODE. THE NEW FIXTURE5 INTO EXISTIN6 SANITARY 1. ALL FOOTIN65 SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM 501L ARCHITECT. SYSTEM. - - - - - - - - -\ \\ 4" POURED GONG. SLAB \\ T OF 2 TONS PER SQ.FT.AND SHALL HAVE A MINIMUM OF 3'-0" 22. PATCH AS REQUIRED ALL AREAS H-ERE EXI5TIN6 HAS BEEN REMOVED 36. CONTRACTOR SHALL DETERMINE WHETHER THE EXI5TIN6 ELECTRICAL W/ bXb #10 W.W.M. / / \ \ AND/OR NEW WORK ABUTS EXI5TIN6. WERE EXI5TIN6 HALL5 ARE REMOVED SERVICE 15 SUFFICIENT TO SERVICE THE NEW ADDITION AND SHALL � / / \ \ / / \ \ 5. ALL CONCRETE SHALL BE 2500 P51 CONCRETE O 26 DAY5. OR NEW OPENIN66 ARE GALLED FOR IN EXISTING WALL5,PRIOR TO NOTIFY THE ORER AGGORDIN6LY. ALL ELECTRICAL WORK SHALL BE BOARD REMOVAL OF EXISTING WALL5, CEILING BEAMS, ROOF RAFTERS, ETC., OF FIRE UNDERWRITER APPROVED. INSTALL AS PER OHNER5 DIRECTION 4. DE516N L.OAD5= FIRST FLOOR-65w/5F LIVE LOAD CONTRACTOR SHALL BRACE EXI5TIN6 AS REQUIRED UNTIL NEW HEADER A5 ANY AND ALL INTERCOM, TELEPHONE, NND/OR TV ANTENNA WRIN6 IN ROOF -"/5F -LIVE LOAD 5PECIFIE.D 15 INSTALLED. WALL5 PRIOR TO INSTALLATION OF ►�UALLBOARD. ALL TEMPERATURE SECOND FLOOR-"/5F LIVE LOAD CONTROL WIRIN6 SHALL RUN CONCEALED IN WALLS, FLOORS,AND/OR } - - - - - - - - - - - - - - - - - - - - - / \ CEILIN6-"/5F-LIVE LOAD 23. CONTRACTOR SHALL RE-ROUTE AS REQUIRED ALL EXI5TIN6 PLUMBING, CEILIN65. VERIFY OUTLET,SWITCH ANI) L16HTIN6 LOCATIONS WITH I 110. DE516N TIMBER 5TRE55 -DOU6LA5 FIR SOUTH,NO.2 6RADE FB = W TMGNEN AL��TION. N(N6, AND HEATING LINES WHICH INTERFERE OVER PRIOR TO INSTALLATION. L1/ II - - - - - - - - - - - - - - - - - - - - - - - - -- 825 P51,E = 1,200,000 P51, 31. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO FRAMIN6 AND LW 18'-2" I 24. ALL 'MICRO=LAM'LAMINATED VENEER LUMBER TO BE DOUOLA5 FIR AS PROVIDE DOUBLE HEADER JOISTS AT ALL OPENIN65. fn II I 18'-O" I I tT) 11. ALL HEADERS SHALL BE(2) 2'Xb" IN 2"X4'WAL.L5 4 (3)2'XB' IN MANUFACTURED BY TRU5 JOIST CORP.OR EQUAL. SIZES AS INDICATED ON II L I 2"X6' WALLS UNLESS NOTED OTHERWISE. PLANS. MICRO-LAM INSTALLATIONS SHALL BE IN STRICT CONFORMANCE 38.THE CONTRACT DOCUMENTS 6ENERALLY INDICATE THE SCOPE AND QUALITY I L I I WITH MAR FACTU RK RER5 SPECIFICATIONS AND RECOMMENDATIONS. OF THE WO ,BUT ARE NOT PRESENTED AS BEING FREE FROM ERRORS OR 14 TJI JOISTS ® Ib OG. {I O J I 14" TJI JOISTS ® I6 OG. I 12. ALL WEAVERS SHALL BEAR ON 4'X4' P05T O 2'X4'WALLS OR 4"X6" OMISSIONS,AND ANY HORK GALLED FOR IN THE SPECIFICATIONS AND NOT II I I I P05T O 2"X6"HALLS UNLESS NOTED OTHERWISE. 25. ALL METAL J015T HAN6ER5 AND OTHER METAL CONNECTORS REQUIRED 5HONAI ON THE ORMIN66 AND NOT GALLED FOR IN THE SPECIFICATIONS 15 TO t O R-IG INSULATION I ( SHALL_ BE 'TEGO CONNECTORS'OR EQUAL AND 5HALL BE CAPABLE OF BE PERFORMED AS IF THE WORK WA5 CALLED FOR IN BOTH. ANY AND ALL (� {I ( 1 R-IQ INSULATION � { I 13. FURNISH AND INSTALL SINGLE STATION SMOKE DETEGTIN6 ALARM HANDLING LOADS O CONNECTION POINTS, INSTALLATIONS SHALL BE IN HORK AND AM'AND ALL MATERIALS NOT ILI5TED IN THE BID DOCAIMIEN 5 THAT q DEVICE IN COMPLIANCE WITH NEN YORK STATE BUILDING CODE. STRICT CONFORMANCE WITH MANUFACTURERS SPEGIFICATION5 AND ARE RE�iURED OR CAN BE REASONABLY OAR NORMALLY BE INTERPRETED OR RECOMMENDATIONS. INEE-RRED,THEREFORE,SHALL BE FURN15HEID AND INSTALLED BY THE 4r _ DOUBLE UP JOIST - - _ 14. ALL WINDOWS SHALL BE WHITE PERMA-SHIELD WITH H16H PERFORMANCE CONTRACTOR.__! t 61AZIN6 AS MANUFACTURED BY A DERSEN HINDONALL5 OR EQUAL. INCLUDE 26. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEI TO SAME AND AROUNDPROVIDE 5/8" TYPE "X" 6YP. BD. I INSECT 5GREEN5 AND .IAMB EXTENDERS A5 REQUIRED. ALL OPENIN65.1z 11 D 12 ON CEILING ABOVE FURNACE �Sl I Hk4H FOR AT LEAST 3'-0" ON ALL II i O Q I 51DE5 AS PER N.Y.5. CODE II dJ 18'-O" in I Itu L I I I -, r n II 1 5S}-SMOKE I O v J II I I BOILER DETECTOR t I I N II I ( DOUBLE UP J015T I L IIBEAM POCKET CELLAR p / / 17-0" 01 4" POURED C40W,. SLAB -i 14" TJI J015T5 a 16" OG. ' I 3 1/2" STANDARD STEEL PIPE I� COLUMN ON A I I I I O I R-141 INSULATION 30 X30"XI5"DEEP POURED GONGRETE FOORTIN6. (T'(P) LEI-J I - I I I Q rl 1 W I 18-O DOUBLE UP J015T UNDER KITCHEN I I �..J Lu 15LAND AND ALL AREAS WITH TILE FIN. FLOOR. \ EAM POCKET \ \ LJn �- __ AS CDI -IL - - - - , I # I r \ \\ s���Ti o C ` I ! r----1 I I ( 1- T I 1 I ®�(O m \ INSULA1E WALLS AN -1 RER- - 4J 1 I { I I STAIRS PER GODS I p� ,"\0 1 1 I I Lam-J I -� � / �� \� �DOUBLE UP J015T UNDER ST I Q t AND FOYER7 - - - - - - - �/ \ \ / \ - - \ \ > \ \ Q I I _ DOUBLE UP J015T I r - - - l \ \ / \ \\ -� - CL - - - - - - - -i ! ! - - - - �o -�--� I I l\ \ GONG \ \ // / ° BEAM POGKE - - - - - - - r- Im 1 I I I \ \ TI \ \\ F.P.S.G. METAL / / � \ \ O I I I { ! STAMPED q L - - - - J I \ POURED GONG\S� \ DOOR AND FRAME // / \ 1L ! I I ! + I I I \ #10 W.W.M. \ Ioi O G - - - - - - - - - �� \ I PATIO I - 3o68 I ( I 8" POURED GONG O + -` - - -- - - - - - - - - - - - J ( O' I _ FOUNDATION WALL N8"XIb" � \ �A \ \ // / UP I POURED CONGRETE FOOTING \ \ �/ / / \ \ (Y __.I CL �- 4" P I4- - - - - - - - - - - - - - - � -7 W/ bXb #10 W.W. m m I - - - - - - - - - - - I \ 11'-4" \ / / v \ \ Q -T-2 j„ `\ Q Q \ \ \ \ 01 \ , UNEXGAVATED \\\ \ 4" POURED � t i FOUNDATION FLAB j{ \\ \\ �,� LNG. SLAB , 6 \ O �p / \ / \ " / SHT. No. N OF 6 4'-10" 4'-0" 10'-8" 4'-0" 4'-10" lo i1 C — — — — — — — — — — — — — — — — — — — — — ,._ 2'-0" W-8" z 3'-10" 5'-b" C• 5-b 3-10' 3-10 5-b q-2 w Ll - - Z - --� — (N I o I x — �- - — - - - / 2-245 O 1 \\ i ►- i // i(yl 2-2442'. \ \ -2 x flip" V\ ,/) / °C� \ /I�/ /p" \p fZ N P1,70 p. !\ \ — — 1p \ / \ 2452 2452 �4 2-2"xl2" HDR. 2- -70 2-2"xl " HDR. 0 DINING , ROOM TRAY GL6. Lu • i 21 I ;p MASTER TAL FLUE FROM BELOW 36 8" (p I , g + - BEDROOM 6 55 DOOR PER NY5 ENERGY ry I j 1 ® I cp �� W cl'-O" GL6. DE W/ FRE5H AIR INLET. - II �/5 TJI J015T ® 16 OS. I z 2YIO'f Z.R.@ 16.4.• ° I p 30I SULATIOt i I r` 18' O" (5�__ SMOKELu DETECTOR J m :1:0D II R J�--1 N KITC HEN I Vt�NT RANGE 4 � Q � � I Mil E HAUST TO 10-O GL6.rn I \ O — — "- — 3'-8" `� ry -a I SIDE _ It '7/& TJI JOISTS ® Ib" or, 1 I I{ I � a I Lu GL6. — � f , N I I I i v { -i # O 1 1 i 1� �� j l O 4'-0" 5'-10" 4'-O' ( 2'-O i t V 3 ` u Lu IM Ii' 26�0 + I V I , �y ! i'i iI 3-8" i O CL 1 �f' HOOD STEPS RADE HITH CDHANDRAIL PER DE (�) ON • 2:,42 1 4- 11 7/8_ N"i H09- b \ 4' 0" ARCH OPENING ANTRY ri i N s O FIG ' I ,. , \ / 30�0 \\ z I 4 I -2"XI2" HDR. ROOM J I cf� a-O" GL6. FOYER ��\. y \ II i Q Q I LATH. GL6. - 42 F�\_�� q'-O" GLG. 30"10 \ \\ C ol 2- x12" HD, . O \ + \ O I I 1 Ib�O 30'70 lb O 1,�2- 2" HDR. 1 i I 1 2" 10"R.R.61b"OG. 10 2"XIO"R.R.®Ib"OG. - � 3O10 I + p I I 2 2052 �y \ 1 I R INSULATION m R-30 INSULATION ' iv 5EE LEV. FOR / f __ /S � I/2" STRUGTRUAL 5TE O - 1 I H1N OH HT. A �� (Y -j Q_. i i I 2-2'XI2" HOP. d x I �` ` Tip S® Q lSl G29 UMN TO FOUNDATION � F.P.5.G. ME _ 1 ti /5" \ _ • � 1 L- �2— — — — — f— x 5'-0" 5 O" I ,gyp / DOOR AN O \ — — — — — — — — — — — — Q ( I 2"XIO"R.R. 2"XI "R.R. I / Fes` "'r /� C \ m f I ®Ib"OG. ®Ib' I-q" 4'-G" f 3--0" / __ , \ Lu J 6ARA6E -1 m 12"m DERMA GA5T GOLUMN5 WOOD STEP5 T 6RADE WITH ," • � � �R \ Q Q LL O -�P'E4 1� — — -� HANDRAIL PER ODE / cp HANDRAIL PER CODE SLAB 2'-0' 4'-O" �'-2" �'-b' q'-O" q'-b' '> \\ • 5/8" TYPE " 6Y . BOARD WALLS AND ON RG INC. T��/ \\ �� 4 PO ED GONG TE p ® \ t \ 5LA OVER b MIL. FIRST FLOOR LIViN6 AREA = 2179 50. FT. PgL-YETHLENE VAPOR �' -�, ARRIER ON WELL T 'P 6ARA6E AREA = QI2 50. FT. COMPACTED POROUS FILL Itr \ � 31 115 AL E / GOLU TO F DATI WALL \ ' .� 90 ' ST FLOOR PLAN 4 SGALE: 114" = 1'-0" \\ � \ , SHT. No. \Od OF 6 T-5 �-5 b-5 18-8 •J �� S INE OF WALL / \ \ \ � Al 02t,G�' \ \ / \ 't BELOW 'VEW 4 �ROOF / / - - - - - — - - - - - - - �- - - - - - - - - - - - - - - - - - - - - -� - /� - - - - - - - - — - - - — — — — — \ RppF r 2052-2 52-2052 2 2 // 2'-l° KNEE WALL z 2-2"x12" HDR. 2-2"x 2" HDR. 2-2' 12" HDR. (L t�D / I / (•►'"+ -1-V1V I I I LE UP ROOF RAF 5 I I I 4 i uvlLAY 1 i i 4' ON 14'-0" i 18'-2" O I // I /// I F_45TI1N6 1 � I Y1L. I I Q o I / HOUSE 1 1U9 a I i I I I � SECM ! / LINE OF b " GL6. J / I i i f n LOFT BEDROOM // / I I 4' I I FIR - � I - r i cD. I I I o b'-O" GL6. HT. I , V-O" GL6. HT. // o // I w .fir _ .-1•- , _ r " I `�i I �"m' 4" I I I �-I vzv I Irly b I / �` I I I � 'V I I I wkw } I k i ❑ ti�i \Q I I 5f I I I 5Fu w ' l spiv/ .+\i// �'� I FRFI A!R IHFt j I wc, uv l uv I I uv I ►tc. i iY I �I I\ o SLDb ba cv I / 4 ry/ I i i TV3 I p " ly , / 2"XIO"R.R.®Ib"PG ( FIR5T 2668 1 / --�-X12 - - - / k—- R-50 IN5ULATIgN 2' r I V1 cA. ( � \ RIDGE --X I I I \ I +\ \ UNF I N 15HED I caT ro P.Y.G.PIPE PITU�D , � o.\ \ A�`1'I G I ( FAI.t 5JtNiTARY 5Y5TEM A5 PER N.Y.S,GODS rG \ I Lu I \ 8 6. HT \ I \ � •o \ I \ I I ' �I j� 1 \\ r �s) ) XI \\ 2668 O Z \\ I Q \\I \\ FLUME3 I I ` (5 RISER 1..� I A(5RAM I i f ( \ \ ► i \ \ \\ 2 +GALE: N.T.5Lu DN \� \ — — — — — — N OPEN RAIL \ LINE OF &'-0" GL6. \ \\ ® �� \\ \ i - 5i068 I 2668 + — — — — — — — — — — — I \ = Slr /\ i �EDROG?`�S � , I ,✓� 2. tt O/ \\ \ \ \L?c 2'- " KNEE WALL r r I / \�\ \ / G�\ \ \ Lu iY rn I \ \ \ \ �' 9 \ \ \ O 17 n R-30 INSULATION 2- "xi2" HDR. { QCL -20310 ( f ®\b \�� -VA;+OI4 FOR- * = I WINDOW HEIGHT in \\ . \0 \��T \\ \ / \ \\ +n- j..�.� N ! 00U3 E UP ROOF RAFT1'?k.5 v I I ( \ ,y{ \\ \ \ \ - I- - — 4In� h w — z 2 0d2 �z N R00� ' OW ' ROOF BELOW 1 // /%/ \\ . \\ .0 \\\ ` z 1 — — — — — — — — — — ice\ 0��,(�tiP \\\ \ Q FLOOR VIN AREA = 1028 SQ. FT. \\ \ ''� \ O ` �T L OR LI G o _�� \�\� \ N I D \ \\\\\\ \ O 13 ✓ �o . � I LoomsLL ATTI LAN 0 IY J (1 - SALE: 1/4�, _ I,_Ora \ \\\ \\ ` \\ / / , \\ \0 ,� z Q '-7 e V DESIC�I Gi�ITERIA � Q] (L 6R0?T1D WIND SEI5MIG 5+1GT TO DAMAGE FROM WNNTFR IGE SHIELD FLOOD LIVE DEAD WALL 5HEATHIN6 U5E/ HE16HT FIRE TYPE OF SNOW SPEED DESI 7N, R05T DE516N UNDERLAYMENT HAZARD5 LOAD LOAD ROOF UPLIFT LOAD 5UGTION LOAD OGGUPA'NGY AREA GON5TRUGTION SHT. NO. LOAD � � GATE60RY LINE TEMP REQUIRED GLA551FIGATION 1�ATf- ING TERMINATE DE 43 P5F JZO 8 S 361 MODERATE 5Lt6►T TO ti YES FROM 1998 40 P5F 20 PSF PERIMETER®6E ZONE = 6.12 P5F ED6E ZONE=35.6 P5F R-3 27'-0' FIR5T FLOOR= 21'19 TYPE V TO WAVY MODERATE FIRM MAP5 INTERIOR ZONE 51.4 P5F INTERJOR ZONE= 28ld P5F SECOND FLOOR= 1028 OF 6 2" X 12" RIDGE BEAM �N TYPIGAL ROOF GONSTRUGTION , 1� ASPHALT 5HQN6�E ROOFING OVER 15# R00F FELT ON 2" x 6" RAFTER TIES ' +I / • I/2" GDX PLYIWOOD SHEATHING 12 ® 32' O.G. 1 c> 2" X 10" R00>F RAFTERS @ 16" O.G. 12 ten•, ROOF RAFTER TYPICAL CEILING GONSTRUCTION 2" X 8" GEIL IN6 JO15T5 6 16" O G. yy R-30 5A"T INSULATION I. I Z !i it C) 20 G A. STRAP � TYPICAL i^iA�L GONSTRUCT'O'v I II � ' Jl CEDAR PERFECTION SHIN6LES T"'\,'EK -+OUSE _ -- /(b) bd NAILS WRAF /2" GD X ?' 'WOOD 5HEATHIN6 ON EAGH SIDE W 2"X4' r,0 577;,05 C 16" O G R-15 N5,LA`,01N BC. FINIS-1t 7� !jl i T d S. 3 GOA' JOB i ALvM GUTTER ON I" X 6" FASCIA BD. F�OO;; jO 6° OG. 11 --� I II \ \ "Xb' FASGIA W!TH a 5CREEP4XVEN- 1� OFT ; I a KNEE12' iA 4" KNEE�AXA BE,'OND SECOND F_P I WAyL BEYOND 2 w J 2-2'y 2 34EADER BOX O'' "v P "E I p � I Simpson Strong-Tie J�J Y AL. =goo �oNsT��� -Io, I A55- Ghimney Framing 0 � I,a" i LOO)R _jOtSTS 6" O.G 3/4' P' WOCOD 505FLOOP 6 FOYEI I ! W/ N. R-iQ BA.TT INSUL_ATlON iI , GREAT I — 1�1 ROOM 2' GOwYN PORCH I I FIRST FLR. � I u e S `E N.T.S. j ORADE II I FIRE STOP PER CENTER GIRDER T' Nl'5 CODE (TYP) (3) 1 3/4" X 11 1/6" MICRO AM 3" DIA• STANDARD WEIGH AR ^— STEEL PIPE COLUMN CELL 8" POJR-D CONCRETE FOU'NDAT«ON ON A 30" X 50" X 15" WALL ON A 8" X 16" POURED POURED CONCRETE FOOTING (TYPJ GO'.NGRETE FOOT! . 4" POURED CONGSLAB CELLAR 4 MILL VAPOR Bip ER (1 L!G'J'D hA-EEROR O=1N5 COVE OVER r 00-1145 2" X 12" RIDGE BEAM ('\ 1 GR055 SEG T ION CD RIDGE VENT CL UJ b e6ALE: 1/4" = 1'-0" TYPICAL ROOF GONSTRUGTION ASPHALT SHINGLE ROOFIN6 ASPHALT SHINGLE ROOFING 12 2" x 6" RAFTER TIES OVER 15# ROOF FELT ON -_- 12 32" O.G. 1/2" COX PLYWOOD 5HEATHIN6 - 2" X 10" ROOF RAFTERS ® 16" O.G. 12 � TYPIGAL GEILINC GONSTRUGTION 12 D z 2" X 8" GEILIN6 JOISTS ® 16" O.G. - _ Q W/ R-30 BATT. INSULATION TYPICAL WALL CONSTRUCTION CEDAR PERFECTION 5HiN6LE5 TYVEK HOUSE 12 WRAP 1/2" CD X PLYWOOD 5HEATHIN6 ON 4 2'X4" WD. STUDS ® 16' O.G. R-15 INSULATION 1 / � Q 6YP. BD. FI '1. Q 5. 3 GOAT B (L II 7/5' TJI FLOOR JOISTS 6 16 O.G. 0� / • 3/4' PLYWOOD 5UBFLOOR T_ED O z ---------- -- --- - -- / ATTI G Q 5E OND FLR"-00 . " 1 " / _ - = _ _ - 2 X 4 KNEE ALUM. FAA561A KITH I'X2" TRIM IA BD. Q -� WALL BEYOND CONTINUOUS SCREEN VENT TYPIGAL FLOOR GONSTRUGTI 14" TJI FLOOR J015T5 6 16" O.G. PEN ,SEAT ..a,i pEt DE R O T 3/4' PLYWOOD 5UBFLOOR W/ MIN. R-IQ BATT. INIC-ULATION - --- -- -- - FIRST FLR. GRADE - -- - - -- ----- S FIIR15TOP PER CENTER 61RDER �J NYS CODE (TYP) (3) 1 3/4" X II '7/8" MICRO-LAM v 3 VIA. STANDARD WEI6HT CELLAR X STEEL PIPE COLUMN c Q 5" POURED CONCRETE FOUNDATION ON A 30" X 50" X 15" ` t0 WALL ON A W X 16" POURED POURED CONCRETE V CONCRETE FOOTING CELLAR FOOTING. (TYPE " 4" POURED CONCRETE 5 i 4 MILL VAPOR BARRIER 11 LIQUID MEMBRANE SHT. No. WATERPROOFIN6 COVE OVER FOOTING 2 GROSS SECTION b SCALE: 1/4" = 1'-0" - OF b GORNER AND PARTITION P05T5 :, fC b •� gt RAFTERS AND GE I L „ JOI5T5 OR APPROVE ROOF TRU55 d, NOTE: TOP PLAT TOP PLA v '�cq 5--- A THIRD TOP PLATE- D STUD AND/OR PARTITION INTERSECTING 'c�T��`• = *�' TOP PLA 5EGOND STORY BAGKIN6 5TUD5 SHALL BE PERMITTED TO BE SEE DRILLING AND OMITTED THROU6H THE USE OF WOOD BACKUP NOTCHING PROVISIONS CLEATS OR METAL DRYWALL GLIP5 THAT WILL JOIST 15 PERMITTED T SERVE AS ADEQUATE BAGKIN6 FOR THE FACING STUD STUD FLOOR JOIST- BE GUT OR NOTGHED WALL STUD- MATERIAL. SEE DRILLIN6 AND BET WEE THESE LIMITS SEE DRILLING AND r p BOTTOM PLA NOTGHIN6 PROVISION5 NOTGHIN6 PROVISIONS BORED HOLE MAX BORED HOLE MAX WFGM 5EGTION 5.3.1.1.1 WFGM 5EGTION 5.4.1.1.1 D }� I DIAMETER 60% DIAMETER 40% FRAMING A M I I `1 G DETAILS OF STUD DEPTH OF STUD DEPTH � o 5/8" MIN. TO EID6E 5/8" MIN. TO EDGE 015T ENDS TO BE OR BLOCKING BLOGKED A6AIN5T 50' MIN. TO EDGE 5/8" MIN. TO E06E p TOP PLA ;BAND J015T AND BRIDGING ROTATION IN AGGORDANGE OR BLOGKIN6 SEE WFGM 5EGTION 5.3 WITH WFGM 3.3.1.3-END RESTRAINT NOTCH MUST NOT EXCEED NOTCH MUST NOT EXCEED BEARING AND 5.3.1.4 BRIDGING Ibd NAIL AT 24" O.G. 6YPSM BOARD INSTALLED IN 40% OF STUD DEPTH 25gb OF STUD DEPTH WALL ACCORDANCE WITH WFGM TABLE 3.1 I IN.x4 IN. RIBBON LAP J015T 3 IN. MIN. GUT INTO STUD - IF HOLE 15 BETWEEN 4090 AND 60% BOTTOM PLATE FOR FIRE BLOCKING BORED HOLES SHALL NOT BORED HOLES SHALL NOT OF STUD DEPTH THEN STUD MUST BE BAND JOIST BE LOCATED IN THE SAME DOUBLE AND N6 MORE THAN TWD BE LOCATED IIN THE SAME 5000E5SIVE STUDS ARE DOUBLED u' OR BLOGKI WOOD STRUCTURAL PANEL GR055 SECTION OF GUT OR W INSTALLED IN AGGORDANGE GR055 SEGTIDN OF GUT OR NOTCH IN STUD AND 50 BORED Q✓_ J015T d NAIL AT 6" O.G. NOTCH IN STUD SILL PLAi. (ALL PANEL EDOE5) WITH WFGM TABLE 3.1 GRAWL 5PAGE 8d NAIL AT 12" O.G. ON ALL• OR BASEMENT 5UBFLOOR FRAMI N6 MEMBERS NOT AT � YI D EDITION H HIND I ` D EDITION FCUNDATION MONOLITHIC PANEL ED6E5 GM Iqq5 � HI Y R � 5LAB-ON-6RADE FOUNDATION W OUTSIDE CORNER DETAIL SECTION 5 .4 .5 . 1 . 1 SECTION 5.4 . 1 . 1 . 1 F 16URE 5 .25 ENOTGHIN5 AND E30RED HOLE LIMITATIONS NOTCHING AND E30RED HOLE LIMITATIONS PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING FOR CORNER M I I �i� FOR INTERIOR NO I BEAR I I VL/ HALLS HALLS I HALLS - FARING HALL ��� FOR l��L_L_5 AND BEARING B L ROOF FRAMIN DOUBLE TOP PLA 2x4 CONTINUOUS � T I P I GA Y YA F .00R AND ROOF FRAM I N6 611 TRU55 OR GEILIN6 JOIST LATERAL BRACE AT 6' O.G. 11.1 � 6YPSM BOARD INSTALLED IN• NAIL AT 6 2-IOd NAILS " O.G. A,000RDANGE WITH WFGM TABLE 5.1 PAIL PANEL EDGE5) IPP sp§Ej TY IGAL 6ABLE END TRUSS I I I WIND-BORNE DEBRIS PROTEGTION FASTENING 5GHEDULE GONNEGTOR5 {T; FOR WOOD STRUCTURAL PANEL5 A A RE ►RED WOOD STRUCTURAL PANEL F 5TEMER SFAC�IN6INSTALLED IN AGGORDANGE D_/ �_n Ibd NAIL AT 24 D.G. HEADERS FULL LENGTH FASTENER 2 FE ET 4 FEET 6 FEET WITH WFGM TABLE 3.1 WAL STUDS Q PANEL_ SPAN < PA4NEL SPAN .<, PANEL SPAN � PANEL SPAN T NOTE: i !O-8d Y FF` _ ;�E� ��T F NAIL AM b�R5 AT PANEL AT EACH END OF HEADER AND �- 2 �.E 6 �``� 5 FLET FRAMING UPLIFT CONNECTION 15 REQUIRED NAILS EDGES AND 12" O.G. ON ALL AT BOTTOM OF HEADER STUDS IN 2 I,'2" ro _ . c1 FRAMING MEM8ER5 NOT AT N UP ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 10" O.G. 6 � .1 04N--- rD6E-5 NE F WALL 5TUD5 AND AT TOP AND QU! BOTTOM OF CRIPPLES � c' , 2 x4 BLOCK NAILED TO EAG Q 2^2 b� •2. _ BRACE WITH 4-I0d NAILS %+.'� .`�•-� fir,, iNS�D� GO`�' ER —::-Ai _TAFL z 4 ,•' � -=4- ..r.=-, r:< !` ram',.- 4""" G,�"';r'w- "l ,C, �� ��'/" il�. i .�ye/).=- •-- •---r-• •--• +-� ;t--r-- r-- , GYPSUM BOARD Lu � I N6 5d COOLER NAILS AT T" O.G. -�� _�,� _ � :u _ TYPI GAL- FRAMING AND UPLIFT . r•,. / rj+.A++.s�i �,;, 7. ""4�y ► r, � 20 GAUGE STRAP Q I 10-8d NAILS Q G^ GONNEGTIONS FOR OPENIN55 < - •- / -� -r^ ►✓f+ '^ ,i✓ r^ All✓? � GTit�i✓�' ( G. ' � E3= r,—''c.:✓ ..~'_iL ��S r ,�''CA,''��"ti—TC�S ST��`� ,A'�r,��'*2.J ` �,,``vfi�'1� � ���� ''`r'"� i�'� �t` � T 8a NAIL AT 4' O.G. OF 40 Cl of` 5 EXTERIOR OR BEARIN6 WALL ENDWALL STUD fT: -R _ PA"c- 5-'A' L =4Al,�i= ��I'�+ rf r;�K �55 OF �/16 LNG-! (N.1 WATER 12" MAX. ,�a►�AL 6LO5ET A 5ABLE ENDWALL BRAG I NG hiA� k OR BIDE , A LL NAILS BASED ON SHEAR WALL REQUIREMENTS NOTCH 6REATER THAN (HFGM /�F 16U RE 5 .6 O) 50% OF THE PLATE WIDTH r�3 TUB , NO GEILIN6 16 GAGE (0.054") AND 1.5" WIDE RIDGE TENSION STRAP 21" G'EARANCE 21" G EARANGE DIAPHRAGM CENTER 2x BLOCKING REQUIRED ON SHEATHING JOINT METAL TIE ACROSS AND TO EACH O�MMON NAILS j F9o� 21" G EARANGE 15/32 WOOD 5TRUGTURAL PANELS NAIL�AGH 51DE THE GH WITH 8-16d USE 8-8d G IN EAGH END OF 1-1/4" '',6 ON 6.A3LE FADE AND ON WALL BELOW 20 GAUGE STRAP LAVATOR!E5 TUB BASED ON 5HEAR4ALL REWIREMENT5 SOWER TOP PLAT-5 (L ��,8LE 'ENDK41 L I BAOON FRAvI l I N& � `,� ` � Fl\� it `� f/ T�•.- ./ _- ,r'' `�. `r�/`_ �/ he, T-P OHT5 PR�~- r RAFTER L!� ! OL/ PIPE Z O 3 w z yj� O FAGS OF FOOTING TOP PLATE FRAM I N RIDGE BEAM TO ACCOMMODATE PIPING RIDGE TENSION STRAW DETAIL_ ENDWALL JOIST C) 0 v < A A � S BLOGKIN6 Q� H/3 BUT NEED NOT H BLOCKING .�. � • EXCEED 40 FT. MAX. � x �j���,�� SEGTION A—A �2 CL B.,T N;EL EXGEED 15 F T. YA.X SHT. No. %�/x�i% FLOOR BRAG I NC AT END E3AYS (HFGM F 1 CURE 5 .6b) O' �DAT 'l ON G� � ARA1�GE FROM SLOFFS OF 2 (TABLE 5.1 NFGM HIGH HIND EDITION) The design of this structure is based upon prescriptive a roach using the g P P P PP 9 GENERAL NOTES: C Wood Frame Construction Manual (WFGM) published by The American Forest and Ju z` �'; '•:a ` NAILING SGHEDI)LE Paper Assodation. I. All works shall be performed in accordance with all state, Non-structural elements are based upon The New York State Residential municipal, local zoning and building codes and ordinances ; NUMBER OF NAILS Code-January 2003 having jurisdiction and best standards of construction JOINT DE5GRIPTION NAIL 5PAGIN6 For the Cllmotic and Geographical Design Griterlo, see Tale R301.2(I) on cover practice. sheet. The American Institute of Architects Conditions shall apply N RAFTER TO TOP PLATE (TOE-NAILED)I 4-8d PER RAFTER All non engineered lumber to be Douglas Fir#2 or better to all work performed on this project. , ��� Wind Limitations-Section R301.2.1 g 2. The Cont actor shall verify all conditions at the site. Any � � 1� GEILIN6 J015T TO TCP PLATE TOE-WAILED 4-8d PER J015T Design Griterla-Section R30I.2.1.1. (See Table R30I.2.1.2. for Wind-Born Debris discrepancies must be brought to the attention of the Architect GEILIN6 J015T TO PARALLEL RAFTED FAGS-NAILED a-16d EACH LAP Protection prior to commencement of construction. The Contractor shall be -Ibd EACH LAP Fastening Schedule For Wood Structural Panels) responsible for corrections not reported once he has started work GEILIN6 J015T OVER PARTITIONS FAkGE-NAILED Dead Load-Section R301.3 except for hidden job conditions. Z COLLAR TIE TO RAFTER FAGE-NAILED) 6-8d PER TIE Live Load-Section R301.4 3. Contractor shall guarantee to the Owner that all materials and 2-8d EACH END Light and Ventilation-Section R305 equipment incorporated in the work will be new, and that all work �- BLOCKIN6 TO RAFTER TOE-NAILED Minimum Room Area-5ectlon R304 will be of good quality, free from faults and defects for a period IL TRIM BOARD TO RAFTER ND-NAILED 2-16d EAGH END Gelling Height-Section P305 of one year form the date of the final Certificate of Occupancy. p/ WALL FRAMING Sanitation-Section R506 4. The Architect shall not be responsible for the construction means, Toilet Bath and Shower Space-Section R30-7 method, techniques, sequences or procedures, or for the safety W TOP PLATE TO TOP PLATE FAGE-NAILED 2-I6d (5EE NOTE 1) PER FOOT Glazing-Section R308 precautions and programs In connection with the work, and he Q Garages and Gorports-Section R30q shall not be responsible for the contractors failure to carry out TOP PLATE AT INTER5EGTIDN FAGE--NAILED) 4-16d JOINTS-EACH 51DE Emergency Escape and Rescue Opening-5ectlon R310 the work in accordance with the construction documents. The Exit-Section R311 Architect shall not be responsible for the acts or omission STUD TO STUD FAGE-NAILED 2-Ibd 24' O.G. p by Landing-Section R312 the contractor No changes shall be made In the documents HEADER TO HEADER AGE-NAILED 16d 16 D.G. A ON EDOE5 Ramp5-5ectlon R313 and/or the building as designed without the expressed written TOP OR BOTTOM PLATE TO 5TUD (ENID-NAILED) 2-16d PER 2X4 STUD Stairwayy-Section R314 consent of the Architect. Hondrafi-5ectlon R315 5. The contractor and all subcontractors shall maintain continuous 3-16d PER 2X6 STUD Guard5-5ectlon R316 insurance coverage statutory policies (Worker 4-16d PER 2X8 STUD Smoke Alarms-5ectlon Compensation, etc.) and general liability in on mount not Foam plast►c-5ectlon R318 18 less than $ 5 million and automobile liability and damage } BOTTOM PLATE TO FLOOR JOIST, BAJDJ015T, ENDJO15T OR BLOKIN6 Flame Spread and Smoke-Section R31q coverage not less than $ 2 million. The Architect shall be ( FAGE-NAILED) 2-16d (5EE NOTE 1,2) PER FOOT Insulation-5ectlon R320 named Insured on any and all policies. �OOi TO FLOOR Dwelling Unit Separation-Section R321 6. Provide 0.025" aluminum termite shield over fibrous 1� FLOOR FRAMING Moisture Vapor Retarders-Section R322 insulation at all perimeter sills. 51M50N 5TRON5 - TIE 4-8d PER J015T Protection Against Decay-Section R323 -7. All wood In contact with concrete or mo5onr to be Wolmonized �jO l `i i `t �T I O l `t J015T TO 51LL TOP PINE TO 61RDER TOE-NAILED Protection Against Termites-Section R324 y M5TA36 Site Address-Section R325 or pressure creosoted. BRID61N6 TO J015T TOE-NAILED 2-8d EACH END 8. A sin le station smoke detector alarm device shall be installed Acces5ibility-5ectlon R326 in each bedroom, on all floors and shall be all interconnected per code. BLOGKIN6 TO SILL OR TOP PLATE TOE-NAILED 3-16d EAGH LOGK Flood Re515tont Gonstructlon-Section R52-7 q. All bathroom without operable windows to be mechanically ventilated LEDGER STRIP TO BEAM AGE-NAILED 3-16d EAGH J015T Foundation-Chapter 4 per er New York State Code. J015T ON LEDGER TO BEAM TOE-NAiILED 3-8d PER J015T Design based upon presumptive load bearing values of sandy gravel and or 10. Heating to be designed to provide 7O degrees F. with outdoor 3-Ibd PER J015T gravel at 3000 pounds designed air-temperature of 0 degrees F. and 15 MPH wind. BAND J015T TOJO15T -NAILED II. All electrical work to be In accordance to the rules and per square foot. Contractor to consult Arcitect if different loll materials are BAND J015T TO SILL OR TOP PLATE 'TOE-NAILED 3-Ibd PER J015T found upon excavation, regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate Is or test hole, for alternative footing and foundation wall design. to be presented to the Owner at the completion of the job. ROOF 514EATIN6 12. Plumbing Installation to comply with State and Local codes 5TRUGTURAL. PAi EL5 8d (5EE TABLE 3.8) Foundation Notes: and the sewage disposal system to meet Health Department standards. �S) 1/2" Ancor Bolts (55TB-28) See chart on this sheet for spading 13. Do not scale drawings. Use figure, dimensions only. DIAGONAL BOARD S�fEATW� 14. All work to conform to the rules and regulations of the New York 8 poured concrete foundation wall, 8 O high, 5000 # test g I"X6" OR I"X8" 2-8d PER SUPPORT Minimum depth-Section 403.1.4, 45' minimum coverage to top of footing Energy Conversation Construction Code. All glazed area to be double 3-8d PER SUPPORT test lazed and ail exterior door to have insulated cores. • _ Uj I"XIO" OR WIDER 2-1 3/4"xll '1/8" Mlcroiam Girder (or 3 i/2"x1#'T/8" Power Beane) 1 16"x8" poured concrete wall footings, 3000 . The Insulation protection as Indicated on these plans exceeds 4 ! GEILIN6 5HEATIN6 4" poured concrete floor slab with bxbx the Code's minimum standards. mesh and vapor barrier 16. These drawings and specification are Instruments of service and 61P5UM WALLBOARD 5d GOOLER5 i" EDGE / 10" FIELD Damp proofing at exterior foundation below grade-5ectlon R4ob h 30"x30"xl2" deep poured concrete column footings, 3000# hest shall remain the property of the Architect whether the project for V ) 1 WALL S=4EATitv6 which they made is executed or not. They may not be used i P 8d (SEA TABLE 3.Q) Deck and porch f footings as noted, 3000# test, 48" minimum Iburiea depth on any other protect except by written authorization of the Architect. ,571x,TJRAL ANrL✓ 1-7. Architect has not been retained for site supervision, on-site FiREBO.ARD PAN'=L5 I Foundation wail to extend a minimum 8" above finished grade Inspection and certifications a5 required or requested by the Owner, O ;;'ib 3" EDGE / 6" FIELD Ail footing to be carried down to undisturbed soil contractor or local building department. 151 ON STRONG - TIE No footing shall be set higher than a 30 degree angle from cony oher footing MT 12 3" EDGE / 6" FIELD ( Pour no concrete on frozen ground or in freezing water. T_ ^ ` ^^ �'" '�' -P� EDGE / +G" FIELD Provide 3 I/2' steel lolly columns. c `f ,•d'� ='�"•��, G`'✓ ' UPLIFT - CONTINUOUS PATH CONNECTORS Backf?ii shall not be piQcea against the wall until the wall has 5ufftient re," Ta'3=E 3.11) ' strength and has been anchored to the floor above, or has been sifficiently re, r^ Tt :�; E 3.�; braced to prevent damoge by the backflll (Section R404.1."7.) USE SIMP5ON STRONG-TIE CONNECTORS ` 1 '~+oo^s - kv^ - Y, prescri live Met►-od. FOLLOW PRODUCT SELECTION GUIDE AND • UJ 7 �r-!Z •u5 p . C _ c �.co^ fnQ-rna Shot' be nailed in Accordance with Table 3.1 WFLM HIGH WIND INSTALLATION MANUAL FOR HIGH WIND RE515TANT CON5TRUGTION CATALOG C-HW02 7' ED ;i�~�. LTP4 Q Draftstoopira - Section R502.12 =;r _ ANCHOR BOLTS IN FOUNDATION USE. . ebio.,kina 5ectior R502.13. J NOTES FOR SPACINGHITH PLATE, SEE FOUNDATION �� `� : � 1 - t=1oo- Construction: TP4 I S^:iG T,.IRAL PA'EL5 i 3/,41" 055 plywood sub loor, faster, per Table 5.1 WFGM. L SILL PLATE TO RIM J015T USE: I' OR LE55 8d - 6' EDGE / 12" FIELD door �oi5ts: see Foundation and Floor Plans, spacing a5 noted. LTP4 16" O.G. AT EXTERIOR PERIMETER Fosten per Table 3.1 WFGM. _ C-SEATER THAN I" i iOd b" EDGE / 6" FIELD 2-2xb GGA sill with termite shield and sill seal. US D(4)-.d NAILS AT EAGH 0 D L DIA50N:AL BOARD 51,-E.ATiN 5 Finish floors per agreement. 2-8d PER 5UPPORT Wall construction - WFGM Prescri GARAGE STUD GARAGE SILL PLATE USE:tive Method. • I"X6" OR I"X8" P I"XIO" OR WIDER 3-8d PER 5UPPORT Wallframing andfinishing shall be nailed and or screwed in acc.ordancP 55P CONNECTOR AT 16" O.G.with Table 3.1 WFGM USE (4-Bd NAILS AT EACH END101. NAiL REOUIREMENTSAREA BASED ON WALL 5H`EATIN6 NAILED 6" ON-GENTER AT THE PANEL EDGE , IF WALL SHEATING IS NAILED 3" ON-GENTER Ixb fascia, wrap f SILL PLATE TO R I M J015T AND AT THE PANEL EDGE Overhangs as noted. RIM JOIST TO STUD CONNECTION USE:' TO OBTAIN HIGHER SHEAR GAPACITIE=5. NAILING REQUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR ALTERNATE GONNECTORS Vinyl vu tgu soffits. MT5 12, lb O.G. STUD �/� Alluminum gutters and Ieaders.Siding: see Elevations. USE (4)-8d NAILS AT EACH END RIM JOIST TO JTUL/ Gl./ I `I��GT I O I V SUCH AS SHEAR PLATES. Tyvek housewrop. FLOOR TO FLOOR CONNECTION USE: SHALL BE USED TO MAINTAIN THE LOAD PATH. M5TA 36, 16" O.G. a I/2" plywood cheating, see fastening Schedule, Table 3.1 WFGM1. b, 2. ;tiHEN WALL 5HEAT N6 GONTINUOU5 OVER GONNEGTED MEMBERS, THE TABULATED NUMBER Ot= NAIL5 SMALL BE PERMITED TO BE REDUCED TO 2x4x Studs 6 16' o.c. with 2x4 shoe and double 2x4 plate USE (4)-8d NAILS AT EACH END 1/2" Gypsum wall board 5/8"Tupe X GWB in garage. RAFTER TO STUD CONNECTION USE: i i- i �.� ;- + r-. T I/2" M GWB in wet areas MT5 12, EAGH ROOF RAFTER SIM50N STRONG - TIE I ; AB.-�- ✓2 Asti'-"; + , ,iC �'`I �1:.✓ -�'. f O yi USE 8 Ibd NAILS AT EACH ENDdo At least one window lir each sleeping room 5hol l comply with t:he exit re !rement5 MT530 OR M5T12 ✓O T'f _4-'E 70 ✓,iN A'ION /-NGOR 50L T GD' IN`=GT!O�� RE515 T'�NC-7 LATERAL f P g y a RAFTER TO RIDGE TO RAFTER CONNECTION USE: o section R3lO. � E Note drilling and notching !imitations in figure R602.6(I) for bewaring Walls and H-7 EACH ROOF RAFTER fiqure. R 602.6(2) for non - bearing wails. ' �= 1�/"� "✓{ '�/' >� t=0!low exterior corner fromin detoi; figure R602.10.5 DECK POST TO CONCRETE CONNECTION USE: Z ci _.RAG � � ;�;A� _� �R, A.X'�"'v ANC CR �,C�T g SPAG 1' j ',*'i; �2 A.r�iGO E?OLTSi r r PBS44A FOR EACH POST T T T < m STUD O 00 w i Roo assemblies - r1FGM Prescriptive tive Method L O P DECK POST TO GIRDER CONNECTION U5E: jam. �' "D =OJ`%7A' 0�� S-Cs?•- ± ALL 4b Rs�Sb) strip shingles shall nave minimum of six (6) fsteners pier 5hingie (section PC44 FOR EACH POST GON� GT I OI `l Q `(GRAY'✓ SPA E O EiASE`''EtiT) I 2 5TORY 23 23 1 Under,Ayment application (Section R1105.2.7) GIRDER TO DECK JOIST CONNECTION USE: hA.LL BOTTC%'' r'LA7,E TO FOUN'pAT!ON i :-L 5TOR" ; !Q i For roof slopes of two (2) units vertical In twelve (12) units horizontal (I7- MT512 ® EAGH JOIST i(SLAB-O'J-6RA ) i ? 6 36 percent slope), up to four (4) units vertical twelve (12) units horizonto 1/33 -percent slope ), PORCH P05T TO DECK USE: h0, MAX 12' t R0"" EACH GOR"i�R A*1D EAGH St'LIGE, P4OJIpE BEAR'"16 �.ATE B" SI'� 50'ti SE?: DETAi_. underlay►ment P5720 (ALIGN WITH JOIST BELOW) sho!i be two (2) suers applied in tFe fol!owino manner. Apply A IQ-inch (483)strip 1-ABLE �2 AV'4"GF"f H10�4 '✓''r1 N D ED�7 ON of J PORCH POST TO 61RDER USE: P5-720 . _W T �, �., , -1 �- underloyment felt layers with and 5tort',na at the eaves , fastened sufficient) to PORCH ROOF RAFTER TO GIRDER USE: L/ 1 �� ; L .J ✓:J�i✓�T I J� A I�; �%. AT ERA,_j �✓ �- J'�`�`=-GT' 'S ��-� N i- - hold In p!oce H2.5A AT EACH ROOF RAFTER \ m -?�,�►� _�JA.."�S 5tortlro at the eove , Apply 36- Inch wide (114 rem( sheets oaf undenoument, O �1 _ over iaop?re SHE:AT I NG7 LOGAT I ON STUD SPAG IN C-7 STRUCTURAL SHEATH I N(5 MAXIMUM NAIL SPAG I NC (( ..� .-� ! t..i �✓ .. A-r- ,.✓ 't ✓ �'� � - ..� e✓ �"��"... ' 'r'..� /ti. -- - � - '�� ✓ iA _ :✓ �' ,./ 1,... 5vG•.,e55'v� 5 ee'_e 10 1rO)CS- :Qb✓+-,rr), and .ened v' Gier„lu to hOid in place. OR PANEL S I D I N� FOR 5d GOMMON NAILS 1::0- root �"Opes Of tOv- (L� .Iris vert'cot it te've (!2( unite. J SEE NOTE I (INCHES O.G.) SEE NOTE 3 1/2" ANCHOR BOLTS _W I ✓^ier.o:,rrer. ;r �;g^ w rQ (Sec a- 4�!J5.2,.2 4" PERM17ED 16 E 6 SEE NOTES 3 •- p� t'or EDGE ZONE 6 - ae,r'rg (sec R�JJ.LU F SEE NOTE 3 i i � 2 SE_E 21 G � eu ovo es o�e- ✓rQote ✓ i �rorquE=17c:enr� - :Foote- i I, see otta�heo report INTERIOR ZONE 16 ,�-- ZONE- 6 `!ec^Jar:G1 - GhCapter i2 F 12 SEE NOTES 2 nn\\ �1J ! 2 I Genera, '�' 'chorwca! 5y5tem - Chapter 13 - Heaitra, and cooling equipment - Chapter I4 E 4 SEE NOTE 4 GABLE ENDWALL RAKE AND RAKE TRUSS E= RAIL SHAG!' A7 PA*-; L EGDE (i"N; Exhaust 5u5terr - Chapter 15 F 4 SEE NOTE 4 P_ r T .: k r=- , .� , -� ,-_ _;_ r Duct Sustern - Chapter 16 X NAIL SaA,.iN� � � '?� R ,�D+A "� Sv JAc _ IN - _ �-�1E; �_D ,!Nl 1. ;--OR KALL WITH 4 FEET 0;= TrE GORNER, 7--1_= ~=EE` EDGE ZO`:E Co^^bvstior Air - Chapter I-7 S REQUIREMENTS SHALL BE 05E:D. Chimreus and Vents - Ghooter 18 E= NAIL SPACING AT PANEL EDGE (IN) p 2. TABULATED 12" O.i�. NAIL 5r'AGiNG A.5S'JME5 5HEA T ING ATT AGHED TO 5 UD FRAMING ^'EM5ER5 WISH Plumbing - Part VII F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) , 6>0.4q. FOR FRAMiP46 MEMBERS iNIITH 0.42<6<O.40. THE !MAIL SPACINGS SHALL BE REDUCED TO 6' O.G. J 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INGLUDINO 4 FEET ON EACH 3. FOR EXTERIOR PANEL SIDING , GALVANiZED BOX NAiS SHALL BE PERMiT`D TO BE 5UBST!T ':ED SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. FOR COMMON NAiL 2. TABULATED 12" O.G. NAIL SPACING A55UME5 SHEATHING ATTACHED TO RAFTER/TRUS5 FRAMING SHT. NO. MEMBERS WITH 6>0.4q. FOR FRAMING MEMBERS WITH 0.42<6<0.4q THE NAILING SPACINGS SHALL BE REDUCED TO 6 INCHES 0. C. 3. TABULATED 6" O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 FRAMING MEMBERS WITH 6>0.4q. FOR FRAMING MEMBERS WITH 0.42<6<0.4q THE NAILING SPACINGS SHALL BE REDUCED TO 4 INCHES O. G. 2 4. TABULATED 4" O.G. NAIL SPACING ASSUMES 5HEATHING ATTACHED TO RAFTER/TRU55 FRAMING MEMBERS WITH 6>0.4q. FOR FRAMINO MEMBERS WITH 0.42<0<0.4q THE NAILING SPACINGS SHALL BE REDUCED TO 3 INCHES O. C. Of= 2