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HomeMy WebLinkAbout30864-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31524 Date: 04/12/06 THIS CERTIFIES that the building ADDITIONS & ALTERATION Location of Property: 4355 GREAT PECONIC BAY BLVD LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 128 Block 3 Lot 16 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 1, 2004 pursuant to which Building Permit No. 30864-Z dated DECEMBER 22, 2004 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 ALTERATIONS & ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to PHILLIP C & JEANNE KARDA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2090374 03/06/06 PLUMBERS CERTIFICATION DATED 03/27/06 RUSSELL WILLIAMSON Au�rized Signature Rev. 1/81 Form No.6 - 71 TOWN OF SOUTHOLD BUILDING DEPARTMENT APR _ 4 TOWN HALL 765-1802 i APPLICATION FOR CERTIFICATE OF OCCUPANCY —_J 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: I. 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 I%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. 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. :� 17.7/C 6 New Construction: Old or Pre-existing Building: ✓ (check one) pp Location of Property: � � .: .5 1 cGO .0 1 �Cx i� �0.V House No. treet Hamlet Owner or Owners of Property: 1� �� cr—l'C�CX— Suffolk County Tax Map No 1000, Section Block 3 Lot Subdivision Filed Map. Lot: Permit No. 5 U y Date of Permit. Applicant: Health Dept. Approval: /U�1� Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: v� (check one) Fee Submitted: $ Z-9 Applicant Signature co�3l5� O, rcii IS BY HIS ATE F COMPLIANCE THE 5 NEW YORKTBOARDcOF�FIRE UNDERWRITERS 5 5 O U TERS S 5 BUREAU OF ELECTRICITY 5 55 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by L55+ 5 PAUL SMITH ELECTRIC PHIL KARDA 5 rj 24 COTTAGE DRIVE 4355 PECONIC BAY BLVD 5 5 FARMINGVILLE NY 11738 MATTITUCK, NY 11952 5 C5 r5+ 5 Located at 4355 PECONIC BAY BLVD MATTITUCK, NY 11952 5 e57 5 Application Number: 2090374 Certificate Number: 2090374 ��75 Section: Block: Lot: Building Permit: BDC: ns11c1 c'7 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of 7� electrical devices and wiring, described below, located in/on the premises at: 5 ,C1 Basement, First Floor, Second Floor,Outside,Attic, �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 authority having jurisdiction, and found to be in compliance therewith on the 6th Day of March,2006. 5 5 Name OTY Rate Rating Circuit Type 5 Miscellaneous 5 Partial final-devices only 5 5 rough was done on S 5 applicattion#2068601 5 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide 5 �j Sensor 6 0 Smoke 5 L5� Appliances and Accessories 5 5 rj Exhaust Fan 3 0 F.H.P. Dish Washer 1 0 1.2 KW 5 SOven 2 0 30 Amps 5 Air Conditioner 1 0 24.000 BTU 5 5 Air Conditioner 1 0 30.000 BTU 5 5 Wiring and Devices 5 Outlet 56 0 Fixture 5 5 Fixture 56 0 Incandescent 5 5 Outlet 77 0 General Purpose seal 5 Receptacle 49 0 General Purpose ej Continued on Next Page 1 of 2 c5 t,7 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 O I PL r&PL rt3PLP M CJ'sL3PL PrJ I cPrJ� rJ ar nrJ�r�rJc I�r�cnrJ arJ arJ ar�rJ�rJrrd�cnrrarJ arJ�rJ acnrJ arJ ar�cnrPrncnr�cnr�ucPrJ acncl arJ�rJ�rJ�rJcP o 5Oc Lar@ LJcP fflfffiLIA I �rJ�rJ�cJr�cP rJ�rJ�rJ�rJcPcJrJ�rJ�r1rJ�rJ�rJ�cPcPrJrJ�r�r�rJ�rJ�rJ�cP I@J�cPcPrJr��PrJ�rJ�rJ�rJrPr�rJ�rPcfcPrPcPrJ�rJ� o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY c5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT Upon the application of upon premises owned by 5 PAUL SMITH ELECTRIC PHIL KARDA 5 rj 24 COTTAGE DRIVE 4355 PECONIC BAY BLVD r5 �5 FARMINGVILLE NY 11738 MATTITUCK, NY 11952 5 Located at 4355 PECONIC BAY BLVD MATTITUCK, NY 11952 e5 Application Number: 2090374 Certificate Number: 2090374 5 Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: r5 5 Basement, First Floor, Second Floor,Outside, Attic, S 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 LSU 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 c5 5 authority having jurisdiction, and found to be in compliance therewith on the 6th Day of March,2006. 5 5 Name OTY Rate Rating Circuit Type rS 5 Switch 52 0 General Purpose 5 5 5 Paddle Fan 5 0 5 Receptacle 1 0 20 amp Laundry 5 5 Receptacle 1 0 30 amp Dryer 5 rj Disconnect 2 0 60 amp Air Conditioner rj C5� Receptacle ii 0 GFCI 5 5 Service c5 C5� 1 Phase 3W Service Rating 200 Amperes 5 S5 Service Disconnect: 1 200 cb �5 Meters: I 5 5 5 5 5 5 sea/ 5 5 S 2 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 S oL3rrcnrsLrsr1��ncr�nrr�nrnnr�� �n�r�nrn�nu��rrr��lirrrcr��n�r���nsrn�n��nrnn�n�nrsrs�n��n��l�n�nrs�n�r`n��r� o L5J BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 c 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT 5 (5a Upon the application of upon premises owned by 5 55 5 R.J. CORAZZINI ELECTRIC PHIL KARDA320 S 5 PECONIC, NY 111958E MATTITUCK,4355 INBAY 152ND �5 55 Located at 4355 PECONIC BAY BLVD MATTITUCK, NY 11952 5 5 5 �5 Application Number: 2068601 Certificate Number: 2068601 5 Section: Block: Lot: Building Permit: BDC: S 5 ns11 5 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of C� 5 electrical devices and wiring, described below, located in/on the premises at: S 5 Basement, First Floor, Second Floor, Outside,Attic, 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 S 5 authority having jurisdiction, and found to be in compliance therewith on theDay of 5 6th March,2006. 5 5 Name OTY Rate Ratine Circuit Type 5 Miscellaneous 5 5 Partial final-rough only S 5 Wiring and Devices 5 5 Outlet 29 0 Fixture 5 5 Outlet 75 0 General Purpose 5 5 5 5 S 5 5 5 5 5 5 seal 5 5 1 of 5 1 (5' 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. O rJ arm ctcP l l� rJrJ� rJrJrl��J[PrJ�rJ�tJ a cfrJ ar�rJ�rJrJ arJ arJ�frPrJ arJrJcl arJrJ aJ arJ acPrJrPrJ arJrJ�r�rJ�rJ arJ arPrJ�rJ arJ�rJ arJi rO FF04 o � y z Town Hall,53095 Main Road O Fax(631)765-9502 - Box ly�01 0� Telephone(631)765-1802 Southold,New Yorkl 971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. J C� i Owner: P (Please print) Plumber: c UJ, �(�a �?S E g Ll (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this " day of 20 b�P KEMPODLAS No"Pubic,State of Now York No.0106192008 QuoNlsd to 8ulfoHc County My Commkaion Expires August J2,2008 Notary Public, County 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. 30864 Z Date DECEMBER 22 , 2004 Permission is hereby granted to : PHILLIP C KARDA 44 PAUL AVE NEW HYDE PARK,NY 11040 for ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 4355 GREAT PECONIC BAY BLVD LAUREL County Tax Map No. 473889 Section 128 Block 0003 Lot No. 016 pursuant to application dated NOVEMBER 1 , 2004 and approved by the Building Inspector to expire on JUNE 22 , 2006 . Fee $ 1 , 059 . 90 Authorized Signature ORIGINAL Rev. 5/8/02 LOUIS J. SANTORA, A.I.A. ARCHITECT 123 HEADLINE ROAD DEER PARK, NEW YORK 11729 631-254-0930 September 7, 2005 Town Of Southhold Building Department Town Hall 53095 Main Road Southhold, NY Re: Karda Residence 4355 Peconic Bay Boulevard Laurel, NY Dear Sir or Madam: Please be advised that R-13 fiberglass insulation in the walls in lieu of R-15 is acceptable and still conforms to the NYS Energy Conservation Code. Sincerel4Sto L .I.A. p=. Z k' � h cc) Russel Williamson hw, ` OF SOGTy�� �couxn TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL 4 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 3��� INSPECTOR I �o��oe souryD� 3 0 F b Lf *© TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: oK DATE �� �� INSPECTOR ' �/ / �o��pF SOUTya6 �r00UNl'1 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. ,FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ` 6 DATE INSPECTOR 3ag � �- z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION 141 FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: }rko.,� � J7 Y, <' DATE g — INSPECTOR 765.1802 BUILDING DEPT. INSPECTION FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: d DATE S�/3 a os INSPECTOR �o�NOF SOUTgO� Z "couxn TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ J FOUNDATION 1 ST [ J ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ J FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ��" r DATE �� INSPECTOR V SOUIyo� u TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND XINSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ` �-2 DATE ��� J �� INSPECTOR ''- �o�yoe souTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [/ ]\ FIRE SAFETY INSPECTION REMARKS: tom- DATE �� �7r a INSPECTOR > '.� FIELD INSPECTION REPORT DATE COMMENTS L6t- UJ b FOUNDATION(1ST) - - � 13 � o � � -------------------------------------- FOUNDATION -----------------------------------FOUNDATION (2ND) - - ----- wp&i _ z H i ROUGH FRAMING& PLUMBING — 10 6 . 9 r [n INSULATION PER N.Y. - H STATE ENERGY CODE 1 - 1 FINAL - ADDITIONAL COMMENTS ,o by l 0 z �z I bb� 1 b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENIMV. 1 2104 Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. rt� T k t/ Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 Contact, C G'tix� Approved 20_ Mail Disapproved a/c Phone: K7 ' V' Expiration 120_ \ �3 3 g 3 p S Building Inspector APPLICATION FOR BUILDING PERMIT Date �'� , 20__0`(_ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 setst 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. E 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. RC 4 (Signature of applicant or name,if a corporation) 44 ?At. L %JC Wu Se, PAeK e-JY %10+o . (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder ow JE2 Name of owner of premises T1'A,�L-,p C c, 11 !IAWSA2A1 VARatl (As on the tax roil or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 4355 G1tCATpEG01I1C$g1t 'bLv.D LAuREL House Number Street Hamlet County Tax Map No. 1000 Section 1 2 8 __Block 3 Lot t Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and o upagqcy of pr°�pose�construction: a. Existing use and occupancy S1rt,,,k -`tztmt(U CCUJGIIIst b. Intended use and occupancy S� Q m it wt ll�► 3. Nature of work(check which applicable): New Building Addition x Alteration_ X Repair Removal Demolition Other Work - 4. Estimated Cost_- 6 [TZl U� (Description) Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ____Number of dwelling units on each floor Ii 3 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 3� l Rear �f Depth Zq Height rZ Number of Stories I Dimensions of sam tructure with alterations or additions: Front 40 Rear 36� l Depth A 5, Height Z`1 L I Number of Stories 2 _ 8. Dimensions of entire new construction: Front 10, Rear 3b l Depth I Height ?Al - 1 Number of Stories_ ( t 1 Z 9. Size of lot: Front 75k Rear 7S i Depth Ze-'U I 10. Date of Purchase SZgt• 19 B 8 Name of Former Owner r-1 Au r u A, '16 . S N 01;Lr 11. Zone or use district in which premises are situated P- 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ,X NO 13. Will lot be re-graded? YES NO)Will excess fill be removed from premises? YES r NO Q Address 11 �r1, Ayet P°ac 14. Names of Owner of premises .1R AT S KALv A #f PA✓w Phone No. �-'6 351 7634 Name of Architect 6 l4 Address 123 FtadllK ! -PhoneNo_6u ZSq -C �y Name of ContractorRjss g�iz.sl Address?mac . ,1,Am 151,4 Phone No. 4 31 s ti Y i S 6t 1 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO-�< * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; ;hat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be )erformed in the manner set forth in the application filed therewith. >worn to b or a this � of s 20 D o P lic Signature of Applicant 'T giRISTOPHER J.CAVAUS'RO Notary Public bo4941167taofNaw York Oualiiied in Nassau county commission E�pireeAugust 16,'C06Y I forf■ -'J-. Applicant/ / Date Owners Name:, t, n Reviewed: . Architect/ Date S — Submitted: 1 Engineer: SCTM #: oistrim I,000 Section: Block: 110C. 4 Project Subdivision Location: _ 35 _� �G Name: r $igle& separate Required r— certlt'tcauon: o Req Req. / (� (IAl size: Actual: I (Lot coverage Prolwscd sL._� %acing Outricc� r _ R� / Rey_ —r K rout Yard 7 _Proposed:_j!___l (Side Yard �(7 r Proposed: (Rear Yard I _ _� Proposod ._s/I Project Description: • .. S:F��g� N.A. Permit • Q D FOS RFVI +W ` Number Suffolk County Health De Pt — New York State. D.E.C. Town Trustees Town Zoning Board approval: �--- . � Town Planning Board approval: Flood Plane Elevation??? � Flood Zone: LOUIS J. SANTORA, A.I.A. 2A ARCHITECT 123 HEADLINE ROAD DEER PARK, NEW YORK 11729 631-254-0930 December 11 , 2004 Town Of Southhold Building Department Town Hall 53095 Main Road Southhold, NY Re: Karda Residence 4355 Peconic Bay Boulevard Laurel, NY Dear Sir or Madam: Please be advised that I have inspected the above referenced premises and the sanitary system is capable to handle the additional loads of two extra bedrooms. The residence will now have four bedrooms. The existing system consists of a 1000 gallon septic tank and two 8'-0" diameter by 6'-0" deep leaching pools. The existing system meets the Suffolk County Health Department's current code for a required system for a four bedroom residence. Sincer ly; `R' Louis . So . .A. cc) Russel Williamson, Phillip Karda Permit Number REScheek Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSotlware Version 3.6 Release I Data filename: C:\Architectural Drawings\Karda\KardaEnergyCalcs.rck PROJECT TITLE: Karda Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric WINDOW/WALL RATIO: 0.18 DATE: 10/29/04 DATE OF PLANS: October 2004 PROJECT DESCRIPTION: 4355 Peconic Bay Boulevard Laurel,NY Town of Southhold sctm# 100-128-03-16 DESIGNER/CONTRACTOR- Louis J. Santora, A.LA., Architect 123 Headline Road Deer Park,NY 11729 631-254-0930 COMPLIANCE:Passes Maximum UA=403 Your Home UA=385 4.5%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Pertmete R Value R-Value U-Factor uA Ceiling 1:Flat Ceiling or Scissor Truss 1402 30.0 0.0 49 Ceiling 2: Cathedral Ceiling(no attic) 100 19.0 0.0 5 Wall l: Wood Frame, 16"o.c. 2256 15.0 0.0 142 Window 1: Wood Frame:Double Pane with Low-E 333 0.335 112 Door 1: Glass 82 0.335 27 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1404 28.0 0.0 48 Floor 2: All-Wood Joist/Tmss:Over Outside Air 48 28.0 0.0 2 Boiler 1: Other(Except Gas-Fired Steam), 80 AFUE Air Conditioner 1:Electric Central Air, 10 SEER 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 ork S ategy,Conservation Construction Code requirements. When a Registered Design Professional has stamped d v" are attesting that to the best of his/her knowledge,belief,and professional judgm t,suc lice in compliance with this Code. / \) l Builder/Designer y Date I kof — ll REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSottware Version 3.6 Release I DATE: 10/29/04 PROJECT TITLE:Karda Residence Bldg. Dept. Use I Ceilings: [ ] I 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-15.0 cavity insulation Comments: I Windows: [ ] 1. Window l: Wood Frame:Double Pane with Low-E,U-factor:0.335 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ] No I Comments: I I Doors: [ ] I 1. Door 1: Glass,U-factor:0.335 I Comments: I Floors: [ ] I 1. Floor 1: All-Wood Joistrrruss:Over Unconditioned Space,R-28.0 cavity insulation Comments: [ 1 2. Floor 2: All-Wood Joist/Tmss:Over Outside Air,R-28.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] 1. Boiler 1: Other(Except Gas-Fired Steam),80 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1:Electric Central Air, 10 SEER or higher Make and Model Number I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be scaled. [ ] I Recessed lights must be I)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I yl Vapor Retarder: [ ] 1 Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ 1 Materials and equipment must be identified so that compliance can be determined. [ ] 1 Manufacturer manuals for all installed heating and cooling equipment and service water heating 1 equipment must be provided. [ ] 1 Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I 1 Duct Insulation: [ ] 1 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. [ ] i Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R- [ ] i 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.- 1 onstruction:1 All joints,seams,and connections must be securely fastened with welds, gaskets, mastics(adhesives), mastic-plus-cmbedded-fabric,or tapes. Tapes and mastics must be rated UL 181 A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] 1 Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space 1 temperature set point of the largest zone. Electric Systems: [ ] 1 Separate electric meters are required for each dwelling unit. I 1 Fireplaces: [ ] 1 Fireplaces must be installed with tight fitting noncombustible fireplace doors. [ ] 1 Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction 1 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: ( J 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. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I 1 Swimming Pools: [ ] 1 All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from nondepletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ 1 1 HVAC piping conveying fluids above 105 T or chilled fluids below 55 OF must be insulated to the w Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes insulation Thi Hess in Inches by Pine Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Tei rature(Fl UA to 1" 41 to l 1s"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 Pice Sizes Pining System L=s Ranee(Fl 2"Runouts V and Lest 1.25"to 2" 2.5"to 4„ Heating Systems Low Pressure/Temperature 201-250 LO 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) ZONING INFORMATION ' 1 1 ZONE R-4Q 1 1 ALLOWABLE SETBACKS: FRONT : 5C' SIDE Y,4RD h' AND 20 , REAR YARD 50EXWINra I SHED I 1 ;1 1 1 � I I � Li) DENOTES PROPOSED I cn WOOD STOOP AND STEPS 1 1 1 1 DENOTES PROPOSED ONE STORY ADDITION OVER CELLAR 2' SECOND FLOOR 01 I \ Q DENOTES PROPOSED SECOND STORY ADDITION OVER EXISTING FIRST FLOOR WITH NEW CELLAR --- 2' CANTILEVERS OVER FRONT AND REAR 1 DENOTES PROPOSED COVERED = I , WOOD PORCH d1nnlTIO � I � 1 l 1 _ 4V- " - 1 � 1 DENOTES PROPOSED JWOOD STEWS (TYP � I 2' SECOND FLOOR CANT. - 1 1 1 1 1 1 S 3,a° m-1' Om" Lu PECONIC BAY BOULEVARD P L O T P L A N BASED ON SURVEY BY YOUNG AND YOUNG DATED MAY 25, 1988 SCALE: 1" = 20.0' S.C.TPI. NUMBER: DIST. 1000 SECTION 128 BLOCK 3 LOT 16 TOU.N OF SOUTHOLD 10-I8-04 K,4RD,4 RESIDENCE 4355 PECONIC 5,4T' BOULEVARD LAUREL, WT- -417E= T- --EfTE= C T 123 E-= 4DLIr-,t E=- f--,> Z:> D � � � f� 4iiiG, NY 11 -T2IZZ GENERAL NOTES DIVI51011 I-6ENERAL REGUIREMENiS 2.Concrete work shall carfare to all requirements of AGI-318 spearications far strutwal concrete For holdings. a.In'and 5/8'Duan bolts-2-1/4'5q.x 5/16" a Lap trP plates at arner5 and mtersectbm DIA51ON 15-MECHANICAL I Work performed shall comply with the Following, 3.All relnfarcement,anchor bolts,pipe sleeves and other Inserts shall be positively soared In place and b.3/4'Oil bolts-2-5/8"sq,x 5/16' 2.Deming V0115 Supporting one floor or more, A.HowN Ventilation and Air Gondltlonha a.These general rotes unless otherwise noted an plans or speclFicalons. looted according to the appropriate architectural drawings and details 3 Each boll hole in wood shall be trilled 146"larger than diameter of bolt, a.Partitions must be constructed of minimum 2 x 4 studs spaced I6"re.of bye lumber specified. I,All work shall ho In full accordance with all current codes ad regulations of do goveming agencies, b.Buidug Lade as epeclfled on the architectural drawings. B Fainfspoig Steel. 4 For sill motors,see typical clettab an architectural Ohl b If a double top plate of less than 2-2 x 6'5 or 3-2 x 4's Is used,Floor Jolts shall be 2 Mechanical subcontractor to submit shop drawings Indicating duet layouts,condenser location,duct Sloes,etc to c.All applicable look and state codes,ordinances and regulations. I.RuunFm hg steel shall be F^ermedble grade new billet cofamued bars grade 60 emiorming to A51M t LE. agTBolts, centered directly over and below tearing wall studs with a tolerance of no more than I"unless zA»tcmtlated 4 Architect prim to Installation Mechanical 5ubcmtractor to review structural sop drawings end rutty the Architect of any d.In areas where the drowmgs do rot address metlwdlcally,the contractor shall be bound to perform In strict 615. Heded wire fMrk shall Lmfarm to A51M A-185. See ardlia Wal drawings fan sizes and locations 1.9411 be of e[mclural grade steel. engineering calculatiolr. mechanical and 5twctural aha design intent conflicts prior to onsknuctlon. cmpllanue with marifckhror's 5pecifbatlons and/or recommendations. 2.De[alling fabrkating and placing of relnfarcement shall be In accordance with ACI 315 Manual of 2,Washers shall be placed under the head of lag bolts bearing on woad. Length of lag bolts shall to minimum 20 c.BearIN stud walls must be sheathed with a minimum 1/2"gypsum board fastened according to drywall 3 All work shall be are In a mead and wmbmanto marrm and so az to not needlessly hamper that portion of the work 2 On-site verification of all dimensions and conditions shall be the respmslblllty of do general contractor ad Standard Prac[Ice far De[alllrg Reinforced C.arsete Structures depth of members Wlrg bolted together. mnmfacbner recommendation performed by others. 6 his abcontradors F Altarhly 51rudural Members DIVISION 1-THERMAL AND M015TURE PROTECTION BB Plumbing ,n 3.Noted dimensions take precedence mar scale. Never scale directly Pram drawings Contractor should 3 All relnfordng Las which Intercept perpendicular elements sholl terminate In hocks,plead two(2)orches I No structural member shop be omitted,notched,cut,blocked out or relocated without prior approval by the All work shall W In toll accordance with all wment codes and regulators of governing agendas. j consult Arched In case of question. clean from outer face of element. Architect. Do not alter sizes of members noted without approval of Architect. 4.The general rotes and tylcal detaNs apply Nin Out flue Job unless otherwise noted an shown. 4.The contractor shalt rotdy the Omitting official d least Forty-eight(48)hours prim to each concrete pow- G BYtup Beans: AA Rr�Flna, 2.All work Shall be done In a neat and workmanlike anomer and so as to not needlessly hamper that portion of the Work � X 5.D15cre moles: The contractor sholl c ore much Lomdinate all dmwh when a the inion of the No concrete shall to erred Into Foo[ contain standing water m mW Foot shall be dewatered 1.Built- beams or Jose formed a multiple of 2 x members shall be Interconnected as follows L Fl%other r.A-e note THIRTY(30)year self sealing shingles nom layer of 30tt asphalt satma[ed fell underlaymen[ performed by others p amp gs opinion P �containing 9 W J bJ P 2.Ce otherwise noted Install all to mmuks(15' 1 .45' blas. 3 A6,5trg sural and dor to review structural and mechanical drawings and notify the Architect of any plumbing, contractor,o discrepancy exsts he shod promptly rotliy the Architect m writing,before proceedbg with the prior to placement d concrete. tb concrete shall be plated will all reinforcing hos been Installed bit the a.Nbrtbxs 9-I/4'and less in depth, glue and intermit w/2 rows 16D malls at 12'cat.staggered. g HVAC,strw4ral and test Intent conflicts Ian to construction work or he shall to raTonsble Fm the sane and ay Indirect results of his calm contractor and Inspected bl the bulking official m Lowly approved Icersed(remoter. b Members greater duan 9-1/4'In depth or multiple 3 x members through bolt with I/2"diameter machine bops at 112"2.Codon er expo p2 gape ren V H cedar shakes(18" 1 x.45'T)wer one Iayr ark s, F.Froundm bottom ar loymert. Install with 4 AL P' 6.Om6sl cmc Architectural drawlrg5 and 5peclfiorms 5holl to onSlAered a5 part of the condltlore fa the 5 Mlmmm protective over fm reinfmcYg steel shall Lem follows: 24"oz.staggered. ext weather exposure hakeApplan IB'wide strip of 30tt qsf.over each course of stokes,9"from bottom edge of shake DIVI510N I6-ELECTRICAL wank In the event that certain features o tfw construction ore not fully shows on the drawings,current a.Foohl 3' ling extending9 over[op of shake and onto sheaNlrg rodimal,state and local codes,moderate,regulations m agreements as well m arrant acceptable Wilding b.Beans and o ns 2' N Gutting of Beans Joist and Rafters. D.Ewe Flashing, See ante&4,below. 1 All work shall be In full accordance Filth all current codes practices shall govern,and their construction shall be of Nue sane character m fm similar oMltlon5 that are L 5ceb: 3/4'(Wire mesh to be placed at md-0epth of side) 1.a mem er and s teem,Joists and rafters middhallle be Ilmded to cuts r. bored holes not deeper then I/6 due depth of In : and shall comply with the requirements of the serving sin 9 the member and Stoll not he located h the middle of I(3 of the spm. Notch depth se the than I ch the member U shall not 1.All flashing,Counter Flmhlrg,and coping when of metol shall be of ant less than no 26 U 5 gauge corrosionieslztemt power companies and ben approved, shown m noted. A.Malls-I I/4'at Interim face: 3'd extmbr face. exceed I/4 Me depR d the member. Holes bored a out into JoIsE shall rot be closer than 2 Inches to the tip or bottom metal. 2 All work shall be done In a neat and workmnnllke manner T The Architect will rot be responsible For and will rot have control over construction mems,methods, G Famdc tlon: of the JoBis and the diameter of the hole shall rot exceed 18 the depth of the so15t The terelm side of bears,Joists 2.Flash all exterior apenin95 and all building wmer5 with approved material to extend at least 4"behind wall covering. and so as fo at needlessly hamper that portion of the techniques,sequences or proodres,or For safety precwllore and programs h connection with the work,and I Footing depths One show,an the architectural draw" Footings shall bear a minimum of l'-0"into and rafters of 4Inches an greater nominal thickness shall not be notched,except at ends of members. Cover all exposed plywood at bunting scorers with waterproof bullding paper work I will not be responsible fm the failure of the Client or his contractors,subcontractors,or anyone performing mlglnal uodlslurbed 5oll and a mhimm of 3'-0'below finished gale where required,step footings W ratio I,F es n Sid barringMalls m She Nails of the work to tau but the work In accordance with the approved contract doLument5. of 2 horizontal Aro 1 vertical. hear sur flash d all roof to wall Lmdltlans. Flash mA caulk wood beams mA other prosedbns through exterior walls a performed Bl others a^1 y ng sur Notches an bared holes W Studs d tearing walls x pmtlklox Shall not be acme than I!i the depth of the stud roof Surfaces 3 All a Installation: B Any and all trmdngs ad speclflcatbx fm sltework,pluablrg supply m waste,electrical eFculh'y,and 2.Havre cmditbrc develop requrhg d'a'9e5 h excwotbm,such changes shall be node as directed by the p Bridgingmtl Backlog. 4 Fane flashing shall curls[of two layers of ISM a s.f.cemented together In addition to required nailing from dine edge a.All equlpmenE installed outdoor and exposed to weather heathgg,ventilating,fabricated trusses,and air conditioning systems are not a part of the proFes51anal services Architect. ty 1.There shall be not less then ane line of nor ng In every eight feet of spm In flax,aft and roof Framing. The of due eav,up the roof to overlay a point 24 inches Inside the rablor wall line of the Wilding. shall be weatherproof m provkied to the Client WJ the Architect close entered under their agreement AN d1e;rTainu e5 with these 3.All footing excavations enall be inspected (line Wllnlm9 afikbl a camty approved Inspector prior to the Wldging shall corelst of not Ie55 Ihm ane bit 1Free Inch lumber double nailed a[each end x of equivalent metal L AtElc Ventlla[lon: b Bottom of receptacles and so-Otches shall be located 5" � did of" biJ my of the above listed seMces m sham In docuents prepared by others Should be Indicated planing of any concrete. Sarno shall be gi'm' atJ-eight(4B)Mu-s rotlo fx think abservakim train of equal r NAI[ . MIdS n bridging 15 rot required for attic or roof front where joist tin does not q n Wf E t0 Ica/VLhlteLt'1fmEdote 4.5oi1 nVEstgatbn aid report. All 6A work Lormpaclion and supeNkaS shall be done according to the g q y g g q I.EnG1055d ORIS truz5 Vows and enclosed roof raters Shall have chose ventilation for`supaote some Hith 5aeerad above ouster top andes5 othemhe noted on drawings. Q X n9 Y exceed twelve notes rominal. Block wlid at all bearing supports where pobquate lateral sWyppant Is rot athmwlse ventllathg openings protected against the entrance of malsture aha talo In accardaroe with the wECM,BCNYS BOLA c Receptacles shall be Installed ver[Ically at IT above 9.If pmt of service,prior to application fu Wlldingg permit,the GmtrmWr Hill iwnl5h the Architect with two sets of shop recommerdatlms of the Boll Investigation report prepared by a licensed geotealncal an Mon. Concrete skin pprrovided. Black all stud Halls at maximum intervals of eight feet with minimum of 2 x solid no rbl with tight Joints. and CABO code,latest(ars appllcdble)edition and all stake and local croon and adinmhes See details m architectural finish floor and 12'-0"O.C.horizontally. All receptacles dnwings of all prefdrleaFed carpomds,ane set to co retained Ly ArchlteeE,the other set to be retuned to and footing calculntlom we unset m a 2p00 psF value If onsite lest baring Mlcate hexer values,rotlFy protide 2 x Flrezto a[old oh[vertically of zbd wall. Bringing as required Flax Crux manufacturers Anted y P \I a a a contractor after review Items requYlrg shop trwingz Include tut me rot IMlted b roof trusses,floor Architect,In wl[Irg,Ba that necessary structural n;bdlfka[lom em be made. Ps P y 9 9 9" bit P Alam fu Imatbx and details within trusses,stairs,edelrot5,vanitks,etc. ShmIA Go design err onFlgura[ims of my prefdncaled component be 5.51ab-on-gado shall be 4'thick rehforced Hlth 6 x 6 N 4 x MIA wLh ad shall be placed m 6 m11. Instructions 6'-0"horizontally of a sink lavatory or tub shall be wired modified during caetructlbn from previously approved stop d'awllgs,the MPlp zfo11 be furnished,prim vapor barler an 4"castled store. K Header Schedule: DIVI510M B-D0095 AND WINDOW5 to a around fault Interrupted clrwlt. to faLriotian,with reNsad Shap drawings Incopaatmg the revlslm If Nue And Is not provided with de 5.5loe-on-Tode at porches shall be 4'thick unless otherwise noted d Wall switches to be 4B"above floor w above hFareaEkn,the client shall defend,ndownlfy,and hald formless the Mchlied From any claim or suite 1.Install a chor strews as per mfg recommendations: 12•Fran wners end Intervals of not more that H-0' thless otherwise shown,provide with 6"minimum bearing A Z t e.All smoke detectors to be wired In a manner such [hot whnkoever,IndW N WE no[lunitsd had a ync, s,experees a casts Yeluded,a151ng err alleged to have Bull embedment far anchor shall be as specified by manufacturer. Spon: 51ze of Member I Windows In WFd1n95 located In wind-borne debris regions(120 mph wind zone or with-In one mile of the ocean. the activation OF one by mean of metal hangers will O Q Ci all Fr arisen tram proke wr sled Items. B Beam packets shall be famed into concrete Halls to provide a conthu res level flat solid bemlmg swiee Up to 3'-0" 2-2x0 ba and soMd shall have glazed openings protected from wind-borne deb-15 m the building Shall be designed Z O 10.The conditions and m clans stated In these s dflotlw5 shall be verified the ortracta far for all beans YT to 4'-0' 2-2xB as a partially enclosed Wilding In accordance MINH the Building rode of New York 5tate.blazed opening Q K- Sung Pe biJ G.r.To check and verify all Intent of these at the Construction site before beginning any physical work.He shall 1) cmfaulmnce to local codes and coMltlon5. In Hou event of a discrepancy between these SpeLifkdlons and DIVISION 6-wIWD 4'-I"Aro 5-0° 2-2x10 protection for wind-Arne debris shall meet the requirements of the Large Mlsslle Test oFASTM E 1996 and of familiarize himself with the Intent of these Plans, edFlcatiore and all other Information Indudln ILK O W bol codes x conditions,the contractor shall nol the Architect In writing of the d wraming and special A Luber Grade: 5'-1"to B'-0" 2-2x12 ASTM E OL36 sP 9 governing codes, laws,ordinances,zoning And regulations. LL h- engheering requhemsnts shall be applied to insure the Wllding's structural Integrity. Exception 1.All lumber shall be,wines otherwise rated,No I Tana Douglas Fir-Inch with the following mmlmm structural values Wood structural panels with a minimum thickness of 1/16 Inch(II.1 mm)and a mnxlwm Spain of 8 feet (2438 mm) All work shall conform to the new York Stake building Cons[ructlon code, the and all local codes,rules, Q U I.These requirements may be Superseded N more stringent information contained within eroding shall comply with P5 20-10" Amerkan 5ollwood Lumber Stadmd ad area handle wb5tern Wood Products L.PI wo Shall be permitted For amiss protection W one-and two-stun buildings.Panels shall be recut Go cover the Al tattoo And zoning laws. Q Hire drawings The more stringent shall be followed Association standards 1 All plywood sha11 W Doug Nr err equal. It shall be manufactured and graded In accordance with P opening P y gs. p regulations g U 5oll conditions shall cartoon to ar exceed the fallowing cudltbx: a.Extreme flier bend strex US Product Standard Pi -B3 Fm Goretrudim and Industrial Plywood glazed openings with attachment hardware provided.Attachments shall be provided In accordance with Table N >- EearIng Gapelty Min.2000 psf.Field vedhed oder all footings and reinforced sloes. Sire Repe[Illve�Member DIVI510N 4-51RUCNRAL STEEi 2 Each plywood sheet shall bear the'APA'trademark 83022.1.2 or shall be designed to resist the components and cladding loads determined In accordance with the Headers and trimmers to be doubled where required at Skylights,Stairs,openings,etc. Double all Z Q Q water Tdaae Run.2'-0'below bottom of all concrete skin and Footings. Foot s,Fmndotbx,walls,and 3.All end joints shall be sW ered and shall butt aim the center Ilres of Fran members. provisions of the Building Code of New York State. Floor Plots Under partitions parallel to some and over 6'-0" long u ILI IB hg h9 2 x 12 1005 P51 I.All steel Aro be A-36 Fabricated and erected r ASCI g' g h9 N r slabs shall not be planed on or In Marne Clay,Peat and oder organic materials. 2 x 10 1105 P51 4.The face gain of the plywood shall be told at rk)ht angles to the Joists and trusses and parallel to the Stuck. 2.All winalows shall have Insulating glass,or single lass with storm windows or equal 5lzes In ficalled on plans Contractor 5hoc1 exercise good Judgement In order to Minimize damage to any existing meas and O 1Z Z 13.Live Loads: Roof 30 5F Floor: 4 F(except sleeping rooms: sf) Exterior Balconies:food Stair Londl s. standards p Ops ap p g 30p Ops n9 2xB 1210 P51 5 Halls shall be planed 3/8"rcmnmun from the edge of the sheets. The minimum ell penetration Into grassing are nominal only Ewlder to consult with window manufacturer to determine exact saes,rough opemmg,etc At con noon,. Existingad Work damaged he o result of new canstructlon shall be Restored to their original ZO U Z 4025f. WM load, ISpsF 6mrxy:5�sf. Maxlnrun facdntim lateral pressure, 4�zF. Dead Loads. IOpsE 2 x 6 1310 P51 members shall Ore 1 I/2'for W nails and 1 3/e'for IOd molls, leas[ one window from each bedroom area shall have a net clear opening area of 51 Sq Ft (good Floor 5 O condl[lon,at ro additional Lost to the owner Decks: 40 f.ARIO5 without Bid t.Milos Hllh star e 2 sir.Eupoi alls t Hand-a11s 2 5f. ps ggee Ops erg Lp 0� b.Horizontal Shea Fv =15 P51 b.All floors shall he nailed a5 per rolIng schedule. Ft) aD 14 Bottom of footings shall extend belay frost the of the dotty and minimum 3'-0'below existing grade to C.Compression Perpendicular to dun: FLL=405 P51 the floor r with a net dear height of nazi a rant oleo-opening width of 20",and n 5111 height jar ent or less above Architect has not been retained fm on site Inspection Or ab5ervatlon of construction. Q W P g yl Corner&atm: the floor for egress purposes. be sur g In doors and fixed glazed peels Immedl for adjacent to doors or Q as serried soil or 5011 campe[ed Aro 95 %dry trolly where hung a coed being Wi copeib)as spedfleA m Note 12, d.Remains Of 6 parallel to gam: Fe =815 P51 within IB"of the glom-,which may be sub qct to tre went and recurrent acddentol human pct Stoll be tampered Drawln and dFloElons as Instruments of service are the art air the architect whether } r 0- as verlfled a soils a peer licensed In the lacali[ where ro Lt Is be WIIL 1 Uwlex odorwif rated,Wee exterior LaafR hi Wor with with 1 x 4 diagonals,tet into surds, c wide 4 x 8 Y J 0. rtp P 9s Pe PfrP MM11 n9 y project h9 I. Mm#ulre of stent. IN E= I(KIDp00 P51 as per IBL,BOLA and GADO and State and local codes and ordinances. The prosect fm which they xte are made Is executed or not. They Are ro b written used on any other 15 All fachfbn wall backfill under situs nJ'fre distance from edgL of well ha edge of undisturbed loll F.Moisture content. 19 %mmrinun 0- plywood Sheet rig thickness to match that 55 n lonallhong,or with metal strap devices h5talled In accordance with P projects or si[cs or Extensions and ex mslore to this project except o-urltten A reement orlon Q 4t1 W exceeds I6',but Ie55[hon V-O',shall con5la of chem,paave,Ball compacted In b•layers to 95 %dry density 2 Other species ma)be used provided substituted cies shall noel or exceed requirements noted above manufacturer's Inzkructlox(Ib 6a cmpresscn tenslortf,or w/5trucWral gad,Ihermo-ply. DIVI510N 9-FINIZHES w J P P P s P W1 9 g N U N with appropriate cam ensatlan [o this architect LT m wide X4 meta d 2'-0"oc„I'-0'beyond ed of udls[uixd loll ad I'-0'into famdaklan wall. � 2.Lap plates at all corners. A General X = pr r bel 99Ee al Molstbu emknc All dumber d6 ma peeper shall we ver ere content not most be than In %,air ted tuber Is w r 16.Ree trash aula backfill(SM a better)adz to used uGE Foundation walls consl$ent with the I. Nainro,'_ All um wallboard shall ph Installed In accordance with the ovislons of the BOLA,CARO and state and local Where Post hangers or steel frame carriers are used and Phare "sIm son strop Elf"connectors or - 9 g� � deslreA WE rot nece55ay. Luber oras be Wln dried,however dyng process nus[W slaw and regulated to Louse a �`' Pr J n3 P 9 mchitecbxal Ions and related details. E IvaH fluid assure of backfill rot to exceed f( s r I.All mating shall comply with rolling scteNles In wgGM IBC,BCCA and GA&7(m appllcoble),latest edhlan and codes and ordlnmceS(as a Ilcoble) assets Are called for m these Draualn on fasteners recommended the manufacturer Are to be p 9a Pr' Po'n'd Pf "human amouM1 of checking comparable with air d-od stock PP U 9n y WJ cuAc fooU. If bxkflll assures excead 40 F,than walls must be de51 ed fm actual enures a all state and local building codes,or maufmturer's recommendatlm5. 2. sum wallboard Shall not be Installed until weather protection Fm the Installation Is provided. Stora a Should be In used Pr PL 9n M' 4 All exterior lumber and lumber in contact with masonry a concrete shall be pfe5ve,preservative treated ki 5y Pr p 9 rely e Is Professional Fn peer Ikemed In Me local) afore project Is to built 0 Fire 5towlna, accordance with manufacturer's InstrwElans. 9 g IH pr Jn9 acordmce with AFIPA standards crit stoped"eralnA Contact 0.401W/cubic food These drawings ore not to be used For any other site location Other than that Intended big the party D.read fill not Aro exceed 1'-0'wtes5 otherwise noted aha suWtanElaked en Ineerl calcolaklam. L Fire stappmg shall be provided to or off all Caeealed trait openings Moth verkdal and horlzonkad with 2' 3.All edges and ends of nom wallboard SMII ecu an the framIn members except edges which ore biJ 9 n9 5.Dade stomps shall appear m all lumber. dg 9 P 9 named on these dura;-IIrgS For one plot location,without review and written permission From Efe Bekflll shall mol be laced alreE walls until std»-on ode and framed floors ort h lace and have reached mmlnal lumber or 2 thkdruas 5 of I'ncmlml lumber with Woken lap Jomts an other approved material. perpendicular to the Trani members. All ed 5 of gypsum wallboard shat be In moderate contact except in concealed G\ P a9 P b.Stare all tuber drove grade ad protect gran exposure to weather. PcrPe ^9 9e 99ps p crchitect. Her de5ig strength Proper premElons shall be taken Aro Wee fwndaklon calls when backflllIng what B Flitch moans P Alig en[, Spaces where fire resl5tNe canstrucdon Is rot required. pl� N todu lI Is re Fed an both 51da5,bekflll both aids simultaroousl . I.All rafters and Joists frWmlg from opposite sides shall lop ok leas[six(3)Inches and fx oiled together with 4 The,Sizes and Lin of Fasteners shall co I with BOCA,CABO and state and local codes and Ordlaance5(a5 The contractor eha11 give all notices and comply Wikh all laws,ordinances,regulations and orders Of I�1 t� qI' 9 I.Flitch bears shall have a minM.m Ib=15W0,E=IIA wIM If2'bulk looted not closer flan 2'gran due tap aha sPa 9 ^p Y 9 np 9 aw �1 bottom ed wless otherwise rioted There stat!be a bolt[ ad bottom 2'from each end(see typical flitch late min.0)IDa Face na115. 5.Provide). public authority bearing on the performance OF the work Indicated on the drawings, n DIV1510N 3-CONCRETE r n W 9P P 2.pass front end to end joists shall be secured together metal str s. A�rglz bolt patten-ektall). n-9 s 9e by ap 5.Bromide moisture re515[mt drywall cement board a[tabu and showers a5 Shown on details In architectural drauings 6G.To provide all finish moldin s arouM doors,windows d at flax/wall Intersections ' R Parllkixs: 6.Fire-resMive omtnuGbam Cara ,ceilings and walls when adjacent[o a dwelling mit shall be of rated corarbIri P g t.The LmLfCEE properties 51tl to a5 Follows G..11 te;pu lbMCfs. 1.6enerah according to de NIL Design 5odf ed On the drawings when units are designed under BOLA standards a5 Inculcated m the GL 5holl provide one prime oat of paid 4 Iwo Finish wake.(Interior) O Item Mh.Garp.Strength Mfg 9te sire 51�;a Q I.All pwllns,plsk ad beans wl trarod wer supporting mentors shall to supported a.Provide solid blocking at H-0'oc.between the Joul and Ill anterior parallel Joist, coati' Fin B (P5U 2..blst hangers shall be prune quality steel which cadaver to A51M-A525,min.22 gorge, Products acceptable b 5p11ces of the tap ad bottom portion of couple[op plates,must be staggered a minimum of 4b' '�� G.G.Shall provide all temporary support and or bracing which may be Required during demolition and construcElan O Footings 3pcn 1/2'-1' 4'tl" Shall W SMpzan,KanE-Sag,an equivalent. G. I1,65 shall occur onlydlrecu Nor studs. 5ldprni-tirade 2,500 IQ'-1' 4.9/2' D Bulk h Woad FranlrQ; y Provide 5[ruc[ura metal connectors by 'slmpson"At all WtE connections of structural members. (galvanized at I.All bulk h pond Prem zlwll be s[mdad machine balls with sfanderd mallecble Iran umMrs a steel late d.SWlkral varlptlon5 me allowed If substantiated bl engineering calculations. SIQAPed b)p'afessbnal eriglneer exterior). �y N Walls 3,000 Ik'-I' 4'9/2' t'9 P licensed to prodlge In He prl5dletlon where construction I5 taking place. One set of ealculallons fa be provided to t--I H Garage 51oes 4 exterior slops 3,500 IQ"-I' 4'9"W 5% washers. Architect for approval prix to construction All gyp End.To b,taped 4 spackled min.3 coats Use water re515tant Tp.Brat Or cement lard.As cite backer � H r-4 � air entrainment 2.5teec plate washer sizes star be as Follows. W M Pr the Traded Wood U.O.N.All auxiliary rafter ties shall be 2'x 4" 's at 16" o L.Tied back a min.3 Ug. Beams when such beams man rs me per ftependicular to each other , All woad eto exteriorShah be preservative treated with "Preserve" alkaline copper quaternary ra _ N (AGO) basedsed preservative ae a architect cpprwed equal Pravlde a storm drainage system for all roofs and paved areas. N n-a DRAWING INDEX o Q T-1 NOTES D-1 TYPICAL DETAILS JUL�� CONSTRUCTION SHA L p(EPHEREQUIREMENTSOFTHE CODES OF NEW YORK STATE. „ A-1 ELEVATIONS - A-2 FOUNDATION PLAN AND DETAILS A-3 FIRST FLOOR PLANS /"cn-rrrn4TION OF 1 SECOND FLOOR PLANS PLUMEIER LEAD DCOETENT AEON "ECTIONS A-4 CERTIFICATE OF OCCUPANCY A-5 SECTIONS AND DETAILS SUPPLY SYSTEM CANNOT '` 0@RWA1T=a °aTIRCA SOLDER USED IN WATER T� s REUUIREU Z APPROVED AS NOTED (a EXCEED 210 OF 1% LEAD. < z p� o DATE: !2.7- B.P 8 Jar 0 Q 0 FEP (051.9012Y. C NCT'dY BU'ILD1N1 DEPARTMENT AT Q W Z Q 7E5-1 e02 BAM 1G 4 PM FOR THE Q W 7 0 p FCS� ,::INC :IISHECTIONS: W 6 1. 1= N,DATION - iWO REQUIRED N Q m FL- POURED CCNCRETE I -J CI) W 2. RC'IRH - FRAMING & PLUMBING Q W Q Z 3. INSULATION QJ J 4. FINAL - CONSTRUCTION MUST Z Q W PU1^^D'"1, BE COIAPLETE FOR C.O. Q Z -4U ff E ALL CONSTRUCTION SHALL MEET THE Q Q Z 13 B V,c u, REQUIREMENTS OF THE CODES OF NEW � Z 0 Q TESTING _nING YORK STATE NOT RESPONSIBLE FOR! Q Q W Cl DESIGN Or CONSTRUCTION ERRORS. O 4 OCCUPANCY OR Q w USE IS UNLAWF L n , WITHOUT CERTI ' ICAT ow. OF OCCUPANCY �II FL00D 70NE RETAIN STORM MATER RUNOFF, COMPLY WITH CHAPTE_H "46" Twi PURSUANT TO SECTION 45-10CF1 -)CDD4;vIAGEPREVEITION - - - - - -- OF THE TOWN-CODE. - SOILITHICHILDTOW- TABLE 3.1 MINIMUM UNIFORMLY NAILING SCHEDULE OF DISTUBUTED LIVE LOADS NUMBER OF (IN POUNDS PER SQUARE FOOT) DESCRIPTION OF BUILDING ELEMENTS COMMON NAILS NAIL SPACING MIND UPI DE5IGN USE LIVE LOAD NAILING REQUIREMENTS FOR ROOF SHINGLES WOOD FRAME CON5TRUCTION MANUAL EXTERIOR BALCONIES 60 ROOF FRAMING FOR ONE $ TWO FAMILY DWELLINGS(1995 EDITION) W DECKS 40 RAFTER TO TOP PLATE (TOE NAILED) PER RAFTER 3-8d N -SECTION 3.2.2.3 WALL A55EMBLY TO FOUNDATION CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d PER JOIST " FASTENERS FASTENERS SHALL BE ALUMINUM, 12 GAGE SHANK WITH A MINIMUM 3/8" DIAMETER PASSENGER VEHICLE GARAGES 50 -TABLE HEAD, ASTM F 166-1, LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A -SECTION 3.2,.3,13,1 6 3.3B HOLDDOWNS ATTICS WITHOUT STORAGE 10 GEL , J015T TO PARALLEL RAFTER(FACE-NAILED) 6-I6d EACH LAP MINIMUM OF 3/4" INTO OR THROUGH THE ROOF SHEATHING 6 Ul -TABLE 3.15A-5, 3.16 GEILING J015T LAPS OVER PARTITION (FACE-NAILED) 61 d EACH LAP " ATTACHMENT: ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT ,p -SECTION 9.2.5.4 HEADER AND/OR GIRDER TO SND ATTICS WITH STORAGE 20 LE55 THAN SIX FASTENERS PER SHINGLE. > O -TABLE 3.5 ROOMS OTHER THAN SLEEPING ROOMS 40 COLLAR TIE TO RAFTER (FAGS-NAILED) 2-I0d PER TIE X -SECTION 5.5 ROOF A55EMBLY TO WALL A55EMBLY -TABLE 3.3 SLEEPING ROOMS 30 O BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END W -SECTION 325.1 RIDGE STRAPS 5TAIR5 40 (- RIM BOARD TO RAFTER (END-NAILED) 2-I6d EACH END Z -TABLE 3.4 (SAIBNOTB 3) GUARDRAILS AND HANDRAILS 200 LL WALL FRAMING FOUNDATION STRAP PTL. O W N TOP (PLATE TO TOP PLATE (FADE-NAILED) 2-I6d PER FOOT INSTALL AT EA STUD W TABLE R301.2(1) w \ CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 6 TOP (PLATES AT INTERSECTIONS (FACE-NAILED) 4-I6d JOINTS - EAGH 51DE SND TO STUD (FADE-NAILED) 2-I6d 24" O G. 1 1/4" X 20 5A. v GROUNO N9ND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD In HOT DIPPED GALVANIZED J SNOW DESIGN FROSTLINE DESIGN NDERLAY-ME FLOOD HEADER TO HEADER (FADE-NAILED) I6d 16"a.c.ALONG EDGES Q LOAD SPEED(MPH) WEATHERING TERMITE DECAY HAZARDS Z OR MANUF FROM 6185 OR CATEGORY DEPTH TEMP REgUIRED J TOP PLATE OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d PER 2" x 4" 5ND Z450 GALV. STL. A5TM A653 W ~ J GRADE 33 STL. STRAP Z 45 p5f 120 B SEVERE 3 FEET MODERATE MODERATE II REC.YIIRED - UJ 3-I6d PER 2" x b" STUD LAPPED UNDER PLATE O X W O TABLE R402.2 Q 4-Ibd PER 2" x 8" STUD PROVIDE 3" SQUARE HASHERS = a a a a a a to AT ALL ANCHOR BOLTS W MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE BOTTOM PLATE To FLOOR J0I5T, BANDJOIST, ENDJOI5T OR BLOCKING 2-I6d ''2 PER FOOT SIMP50N EQUIVALENT G520 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (PI A (FADE-NAILED) e 5/8" DIA. x 12" LONG ANCHOR 3OLT5 w O ZZ TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL Q w W FLOOR FRAMING @ 30" O.G. (12" FROM CORNERS) O Q W NEGLIGIBLE MODERATE SEVERE T' MN. IMBEDMENT INTO FOUNDATION WALL ?- Z BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT (3 J015T TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER JOIST za O UJ 2500 2,500 2,500 ` '- EXPOSED TO THE WEATHER H BRIDGING TO J015T (TOE-NAILED) 2-8d EACH END O w Q '1+ BLOCKING TO JOIST (TGE-NAILED) 2-8d EACH END EOUNDf�TION SILL TIE DOWN qU BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT 2500 2500 2$00 ` W GARAGE FLOOR SLABS Z BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3_16C! EACH BLOCK J BASEMENT HALLS,FOUNDATION WALLS, EXTERIOR WALLS AND d a LEDGER STRIP TO BEAM (PAGE-NAILED) 3-I6d EACH J015T Y� Q Q OTHER VERTICAL CONCRETE WORK EXP05ED TO WEATHER 2,500 3,000 3,000 O Z w B JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST Z Z ~ PORCHES, CARPORT SLABS AND STEP5 EXPOSED TO THE en IL BAND JOIST TO JOIST (END-NAILED) 3-Ibd PER JOIST U Z 2500 3,000 3500 ° F _ WEATHER,AND GARAGE FLOOR SLA55 Q BAND J015T TO SILL OR TOP PLATSTOE-NAILED) 2-I6d PER FOOT J w m D O A.AT ae PAI PSL Z ROOF SHEATHING Q2 B.SEE TABLE R3012(U FOR WEATHERING POTENTIAL. Q G.CONCRETE IN THESE LOCATION5 THAT MAY BE`1JBJFCT TO FREEZING AND THAWING WRING CONSTRCTION SHALL BE AIR-ENTRAINED CONCRETE IN STRUCTURAL PANELS 8d 6" EDGE / 2" FIELD N IL U N ACCORDANCE WITH FOOTNOTED w D.CONCRETE 5HALL BE AIR ENTRAINED,TOTAL AIR CONTENT(PERCENT BY VOLME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT OR HORS THAN Z DIAGONAL BOARD SHEATHING 4 W F T PERCENT. O E.SEE SECTION 84022 FOR MINIHJM CEMENT CONTENT, H INV Or I"x8" 2-bd PER SUPPORT "xl0" F or WIDER3-8d PER SUPPORT oo o ON CEILING SHEATHING o1 F N GYPSUM WALLBOARD 5d COOLERS T EDGE / 10" FIELD n/ N ENDHALL O WALL SHEATHING r n r O 5TRUGTURAL PANELS 8d 6" EDGE / 12" FIELD Qi JOISTS FIBERBOARD PANELS 0 256" bd 3" EDGE /b" FIELD W � N A A 1. LiIY "SIMP50N" MIU JOIST HANGER O f� r U- 25Faa" 8d 3" EDGE /6" FIELD BLOCKING Q GYPSUM WALLBOARD 5d GOOLERS T' EDGE / 10" FIELD BLOCKING 4' O.G. MAX. O IL-1 H I-a W M HARDIBOARD 8d b" EDGE / 12" FIELD x 'Z d- 5EGTION A-A PARTICLEBOARD PANELS 8d 6" EDGE / 12" FIELD U W ti O DIAGONAL BOARD 5HEATHING W "xb" or °x8" 2-8d PER SUPPORT M Q� WIND FLOOR 5RfAGIN6 ENDW?TLL w x1O" or HIDER 5-8d PER SUPPORT III QFLOOR SHEATHING O W 5TRUGTURAL PANELS /W'N W I" OR LE55 8d b" EDGE / 12" FIELD m H J W GREATER THAN I" IOd 6" EDGE / 6" FIELD Q DIAGONAL BOARD SHEATHING o ® m m I"x6" or "x8" 2-8d PER SUPPORT m m 0 "xl0" or WIDER 3-8d PER SUPPORT \ / ,C\ I� J' ° 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-GENTER AT THE PANEL EDGE. IF WALL 5HEATHIN5, 15 NAILED 3 INCHES ON-GENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING o �CC " 2"MI IMUM REGUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, 5UGH AS SHEAR PLATES, �<<fy " j I SIDEGOVER SHALL BE USED TO MAINTAIN THE LOAD PATH > \NII RIDGE RAFTER CONNECTOR Ib" O.G. 2 WIHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED °ic USE (4) IOd x 1-1/2" NAILS TO BE REDUCED TO 1-16d NAIL PER FOOT. "51MPSON" LU JOIST HANGER INTO RAFTER AND RIDGE. "SIMP50W ABE44 POST ANCHOR "SIMPSON" GG046 P05T BE M ANCHOR AT DEGK e C O W z O USE A MINIMUM OF END .a O w Q (3 TWO 8d NAILS THIS OUT _— Q U W w ENGTH SIDE OF RAFTER. LENGTH RAFTER TO RIDGE "SIMPSON" HDSA SHEARWALL HD5A HOLDDOWN TOTAL FOUR /. • G7 IL (3O O HOLDOWN. INSTALL AT (4) ® ° o �- J INTO RIAFTE z Q m w CORNERS OF BUILDING. SHEAR WALL , Q L q Z PROVIDE 5/e" 9 ® GORNER STUD SPAN ~ Q W ATR ANCHOR B 2-3/4" ME. p GONNECTED TO z Q U TRANSFER SHEAR ° �I \ z O Q Q -' FASTEN w/ 2-I6d Q COMMON NAILS O W w 6" O.G. ° Pl V IL q ° ° —PROVIDE 5-I0d NAILS O OZ INTO HEADER 8 5-I0d Erla ° NAILS INTO STUD LENGTH v Q TWO ° Provide minimum I" C) °p 8d NAILS end dl5tance Q w ° INTO "SIMPSON" LSTAI2 STRAP ° ° Equal number of U PLATES ° m° INSTALL AT ALL WINDOW 5peclFled nails In `n Slmp5on Strong-Tie HEADERS To JACK 5TUD5. each end DUIrl EIGHT GLTV PROVIDE 4-8d FASTENERS TO RAFTER PROVIDE 8-8d FASTENERS TO STUD 8d NAILS (Installation with Triple LVL) 51mp5on Strong-Tle PROVIDE 4-8d FASTENERS TO PLATES PROVIDE 8-8d FA5TENER5 TO PLATES INTO G516 "SIMPSON" HU5 BEAM HANGE SIMPSON" R D= 1 " HDSA HOLDDOWN STUD P P "SIMPSON" H5 HURRICANE TIE "51MPSON' Hb HURRICANE TIE SIMPSON" Hl HURRICANE TIE "SIMPSON" LSTAI2 STRA "SIMPSON" G516 STRA COBRA'RIDGE VENT- S 'COBRA' RIDGE YEN 'COBRA' RIDGE VENT - 8 _ - - u 'f u t t T ,� hL ' I u,I ' u u f u14 u u Jul a b,u 4Y I` �„4 I v I Iglu a v,ll}I Iz _ — e '� -f uu 'fh YII UI ,II t 1 III I'r � "I NEW 4m” DIA.PREFABRICATED NEW ROOF SHINGLES INT_I �lIlI lI�lI ui I"�NI l4 SCREENED LOUVER VENT I y , R,1 Li NEW Ib DIA PREFABRICATED SCREENED LOUVER VENT CONCEALED FLASHING A T ROOF WALL �> 1 -®_ _ IN rli Il Y' �Yll'IRI Iii u u f_ - - - - - - Iu _pII!Y y, - _ _ _ _ _- - -_ 'I�14i}fu INTERSECTIONS AND ALL VALLEYS(TYPICAL) X �I I I ' II �' III u ' I III � I I NEW PREFAB PVC DECORATIVE TRIM l { I I� u�� Y� -- --- _ - ALUM CLAD WOOD TRIM AND FASCIA - -_ NEW VINYL SIDING -- -- - - - - 'COBRA'RIDGE VENT 4' -�„ _ NEW fA' VINYL CORNER BOAS -AND TRIM - NEW 'B' VENT ALL FUEL APPROVED METAL __ _ DIRECT VENT FIREPLACE FLUE PER CODE AS - _ - - � - - NEW VINYL SHUTTERS - - - _ _ _ - _ � PER MANUF SPECS. r DENOTES ROOF TO BE REMOVED NEW FINISHED SECOND FLOOR �. 2- CLAD 1 ) I Iil4�� I I Qa � aaa GLAD WOOD TRIM AND FASCIA- 1-011 ASCIA NEW PREFAB. VC STRUCTURAL COLUMN 4" x 4"1 I'- _ C - - - - NEW PREFAB PVC STRUCTURAL COLUMN IO"DIA. - OFn - - _ =zI Z - - NEW 36" H.PREFAB.WOOD GUARD AND HANDRAIL PER CODE -- _ _ _ - ---_ _ _--- - - - q FIRST IST HED Jim all_ - _ - - - _ EWXPREFAB.SWOOD STEPS PER CODE JU1 i3 _ EXISTING GRADE - 17 I 1 I I 1 II I 1 = Z I I I I 1 1 II 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Q W � I 1 IVINYL LATTICE I I I 1 I I II 1 I I L GAI` .• � . �I � —ItI NI i i QEW PREFAB.PVC SiR1CTURAL U WLV.METAL AREAWAY AS COLUM1, 4"x4" W DENOTES NEW CONCRETE PIER REO'D, By GRADE W F REMOVE ENTIRE EXISTING ROOF NEW 36" H.PREFAB.WOOD GUARD STRUCTURE - EXISTING CEILING I I REMOVE ENTIRE EXISTING ROOF I CONSTRUCTION TO REMAIN LLON, i NEW CELLAR FINISHED SLAB STRUCTURE - EXISTING MING AND HANDRAIL PER CODE CONSTRUCTION TO REMAAN IN UON. �/ N IRO N T E L E \ / A T I 0 N NOTE ON NEW EXTERIOR ne cl WITH 6LA85 AND ALL NEW WIND , I I Pi ,T ^ �( L New windows In buildings located In wind-borne debris regions x170 Ph r Ith-I II f Lhe cape rt , E E \ / /\ T �r ecaLa,yr.I'-m" and sound)shall have glazed openings protected from of News T debris or the b ops shallot designed Ina mrtiell k> k= Y 1✓' 9 9 p y ecALE /4-.1 enclosed 11 meet In accordance with the Building Code Test New York State Glazed opening prolectlon for wind-borne debris shell meet the requlremente of the Large Mlaslle Test ofASTM E 1996 and of ASTM E 1886 O U O zee elan. Wood structural panels with a minimum thickness of 1/16 Inch(III mm)and a maximum pan or 8 feet (4438 mm)shall be c--I psrmitled for oppening protsil In one- and two-story bull,einge Panels shall be precut to cover the glazed openings with attachment hshowers,provided.Attachments shall be provided In accordance with Table R302212 or shall be h-1 designed to resist the components and cladding loads determined In accordance with the provisions or the Building �7 NEW '51 VENT ALL FUEL APPROVED METAL FURNACE Code or New York State. M FLUE IN WOOD STUD AND PLYWD.ENCLOSURE - FIRE 7 d STOP ALL FLOORS - FLASH COMPLETELY AT 'COBRA'RIDGE VENT TOP - PROPROVIDE SCREENED CAP NEW 70" DIA.PREFABRICATED SCREENED LOUVER VENT ~r _ 12 a CO1 I I ' ,�dI�.r I-I I� }h r LI 1 y I� YI Lfnitllhn yl4 III �tilT �I lll a4Lrlln��illl"r h o -,COBRA' RIDGE VENTBRA'RIDGE H N VENT 1 � � fl ' I II IIII I,IW I I I' 15 rut u u I I� ul a ul ffYuei�I �1Ill I I I_I JI�a ul u"1 : II cRlc<E7 AND FLasHI �yy '�-�h'�;t `' I'+�h'I` �I'I ' hii 54-��pul;lll -�h - �`�IrUIl-V k u kI I�I tI11�II�-hIP'4�llBI L� L'tPlu IIa I�,�f�oI l'I„r+ �N♦�I, r'`fa4�iIrP`l`�r'I l 4u 1, IyII— ,'VI hI L�i'�� to°� 'rI lN41U I��W�u11I 11 J wfw �-L L I ! III I III ull�}h I�I I { I �� III I ,I ItL' I 'I �vY� I}�I � I I I I � 1i111 � lu� au�'�I rr ll'h o 'I 'I h �I V i L �I I IIf tit vl r "'n 4II Yl . ITh u l �4 Q EW 10" DIA.PREFABRICATED NEW ROOF SHINGLES Ii ' - I- � SCREENED LOUVER VENT CONCEALED FG AT ROOF WALL - INTERSECTIONS AND ALL VALLEYS(TYPICAL) j - - - JP u T � IS➢L L u �' N o u'�a _t hu� 7I`h P NEW ALUM.CLAD WOOD TRIM AND FASCIA - - -- - - - - - _ �•c - "' N LT0 - -=I I- - ©i -- - NEW VINYL NCORJER BOARD 61 - _u -_-- INSULATED GLASS VENTING SKYLITES - -- - - - - -- —-' - - - ...... 2° -- _ COBRA RIDGE VENT - NEW FINISHED SECOND FLOOR - - -� Y yy� I r I r TVI „ - -.– _- –' - - - - _ – �I h �I �'lili ��i�1i u uirlltl Il yr �t 'il1 u1 71 ill 4 i - . .. - u51l ,u �l u „ Il,fh mu'- - pn � f -4La 'iIIIP ❑ 'I s 0 I IS hu r 'S° T F - b - - - a �,II�r� NEW ALUM.CLAD WOOD TRIM AND FASCIA - - - IyEW ALUM CLAD UIOOD TRIML -- -- yIS � �p IPI 4, J L11 , (ALUM.CLADVWOOD TR�� I r r� ,�� u W NEW PREFAB. PVC STRUCTURAL COLUMN 4"X 4" W PREFAB.PVC STRUCTURAL COLUMN 10' DIA W w F C _ I Q q AB.PVC 36 H.F'REFXIST. FINISHED FIRS EFLCOORSIDE 6 STEPSE � Q Z r LLI ca_ . --- ILIJ - `" - -- EXISTING GRADE Z Q LH I I I I I k'-­'l— W S 'l 1 I 4 I I I I I NEW 36 H.PREFAB,WOOD GUARD I I I I I I I I I I I 1 I W I I I I L j I VINYL LATTICE I NEW 36" H.PREFAB.WOOD GUARD n AND HANDRAIL PER CODE AND HANDRAIL PER CODE j DENOTES NEW CONCRETE PIER I Q J I j STRICTURE - EXISTING AIN U >- NEW CELLAR FINISHED SLAB — 1 7cALV.� METAL AREAWAY AS REMOVE ENTIRE EXISTING ROOF U REMOVE ENTIRE EXISTING ROOF 1 CONSTRICTION TO REMAIN UDN. 1 D.BY GRADE SiRUCNRE - EXISTING CEILING N i CONSTRICTION TO REMAIN UDN Curl I I L E E1VAfiION REAS ELEVATION Am � SCALE, I'-m' eCALE 114'.r-m• STRUC \ AT JOIST CONNECTIONM - U HURRICANE TIE DOWJ5 AT EVERY RAFTER EXPANSION /L GALLS DIA.ANCHOR {_2��x Im'�P.T.HDR 1-2'�x ry 2"X 10" P.T.WOOD LEDGER ANCHORED To ti-— AND TOP PLATE TO SCUD ExPaNSION /LAG BOLTS ® 16^ oc STAGGERED \� TOP AND BOTTOM - USE GALV.JOIST HANGER T HDR '• \_ ROOF CONSTRUCTIONo FI5ERGLA55 BASED ASPHALT COATED x MINERAL SURFACED SELF SEAL SHINGLES (UL. CLASS II n I "` X 'A' LABEL)ON 30'FELT UNDERLAYMENT ON 1/2" TH _- _ _ 3/m X I/6 A ING WINDOW -__-I I 3/0 X I/6 LLNI WINDOW _ _—__ _ _ A&.. O.C. - - - _���,--\ PLYWOOD SHEATHING ON ROOF RAFTERS - a- - a;- I LILY.FLASHING ALL NEW FOOTINGS t0 BE ON �\ ALUMIMUM GUTTER W/LEADERS VIRGIN UNDISTURBED SOIL - - - 2TON BEARING CAPACITY CORNICE CONSTRUCTION I U 61_4" I ; 11 N'J���lk ALUMINUM COVERED P X 8" 6' 4" WOOD FASCIA,VINYL SOFFIT BOARD W/ 01 o NEW 3 IR"OD STEEL PIPE COLUMN ON SCREENED VENTS 24" x 24" X IT TH.PC,FOOTING W/2!4 13 T' X 50LID BRIDGINGS DENOTES EXISTING FOUNDATION TO m REBARS EACH WAY (TYPICAL) AT MIDSPAN MAX.V-0" OC Lam., BE DEMOLISHED IN ITS'ENTIRETY q I 3 n 2)2" X 4" BEARING PLATE ° a 1a" H.GYP. BRD. ON (;', N '" X ` I 8 NEW GELLAR EXTERIOR WALL CONSTRUCTION B" H PL FOUNDATION WALL ON POURED CONCRETE SLAB d' I ° x B" x 16" P.C.REINF FOOTING 9 I e 9 R-30 FIBERGLASS INSUL. K DING ON 30 FELT LINDERLAYMENT OR TYVEC HOUSEWRAP n -, UN B, CEILING JOISTS '' S1 _ R-19 FIBERGLASS INBUL. IN CATH CLGS. F X 4"a ® I6" O.G.) 12" GYP.BIRD. INTERIOR T S T BE x4-I"X 1 P.T.LVL WOOD POSY ON X • a a a a a a �` � " TH. PLYWD.SHEATHING ON STUD WALL I •" F (2, X 12" TH.PC FOOTING NOTE FOUNDATION WALL Hi.OHANCaE T ABOVE - _6 1R" - Ie t I m L2AT NDATION WALL HT.CHANGE W FLOOR CONSTRUCTION T AT THIS POINT DUE TO HIGHER a I I S POINT DUE L HIGHER w uj Tom' FINISHED FLOOR ON 3/4° TH. TONGUE AND GROOVE FLOOR Jolsrs AT REAR I '� SEGGN� FLOOR I _� WI2 x 14 5TE€ �E �_ W2 I _ OISTS AT REAR OQ PLYWOOD SUBFLOOR GLUED AND SCREWED TO WOOD FLOOR JOISTS TOP of PIER c -I2 V2" - B B��EWM=� _ -WJ2 X 14_BT€EL�EaM_ _ WI2 X_I4_ - � 51-BPP 81-8. _ X d" SOLE PLATE BELOW TOP I , - - J Li 1 [EW gf B"JI RIM BRD. OF FRONT FOUNDATION WALL - - _ - - - _ - - - -- - - - - --- €L 4BT€ IBLJ6 �HTR c I I z" X B" QNE F INS (2)2" X 4" BEARING PLATE - - EW IN A A D 15E 5 FIEUERLA65 TOP OF ER -121/T LA R DI IAGONA BRAGENS LETTINS AT DORMERS5/8"H YPE 'XRF.R GYP SRO FOR 0 •' . ! )CD HANDRAIL PER COD ,,; r -- S2Al2"k 10�IF SE HR - - J �X 0 Of FRONTFOUNDATION BELOW TOP p Q FIRE RETARD CELLAR CLG.AREA EA I YE -' SOLID 2X BLOCKING AT MID Hi.BTUR STUDS 3/4 HOUR FIRE RATING = 4'-0' -i �' 1 � ; _ WALL u N >_ __-___ 2" xlr' wM NEw31R15" a ^ 'I - ---; mud HURRICANE TIE DOWN STRAPS AT EVERY St P.T.STRINGERS 3 6 - ON 18" x OD Sz p GI LLi x X 17" PT.STRINGERS BEARING U - Z BRIDGING AT MIDSPAN Ip d AND WHERE REO'D. I<', m I a CONNECTING STUD 70 BEARING PLATE, RIM m - ETH IPI: IOLUMN ry I $ - N CONCRETE PIER '- � IR" TH.GYP. BRD. ON FLOOR CONSTRUCTION a __—_ _ — -_ — _ _, X 12' TH.PL.FooTIN Ir UNDER POSH BOVEIB N ' : O a- JOISTS AND TOP PLATE rH. cl F AnNG � m FLOOR JOISTS =c_= UNDER WALL A80VE I m I I 12 BEARING ON CONCRETE PIER I NEW FINISHED FLOOR ON 3/4" TH. TONGUE AND GROOVE 1 - - I -4 U- w DIA x 36I DP TYPICAL D FIRST FLOOR ,- PLYWOOD SUESFLOOR ON WOOD FLOOR JOISTS _ 3_2 x B' U5H H_D_R_ _ _ _SII, _, I x X CONCRETE PIER TYPICAL N U W NOTE ADDITIONAL FRAMING _ - - X = R-15 FIBERGLASS INSULATION UNDER BEARING WALLS AND `9 - • i II- W I- COLUMNSABOVE (TYPICAU I IGLU -- --�-- � - ---- - j- L SILL CONSTRUCTION I I I __--_ _ __ W12X14STEELBE 13 SH HDR LAREAS 2)2" 1 ,1 TREATED 14OR SILL 6 SILL SEAL - ANCHOR 2"x I0" ED TOOT LEDGER 0 o II - I WI2 X 14 fiTEEL BE WI2 X 14 STEEL BEAM WI7 X 14 6 EL SAM B ILL W/5/8" DIA. ANCHOR BOLTS a 30" O.C. AND MAX. ANCHORED TO STRUCTURE WITH GALV. v ` 'C - —ft '�_ " FROM ANY GORIER 1/2" DIA.ANCHOR EXPANSION /LAG �J L -J � L J BOLTS o 16" OO STAGGERED TOP I O w �u L-I N AND BOTTOM - USE GALV.JOIST S I x `. p k� IM BRD. HANGER AT JOIST CONNECTION ' II , I NEW CELLA EIFN TE - -- -r_ " - 2. I I LL w x X X NEW3 RT"OD STEEL PIPE COLUMN TOP GF PIER o -10 I/2 c - - TE SLA5 RAD1E LINE ILD TOP OF PIER a -10 1/2" BELOW = I. ©d 3 LL „ I m I X ON 24" /2 24"x TE L P.C.FOOTING m OF FOUNDATION WALL BELOW TOP ivy ` YS'fNw N �yVv_V,' c `' o 12" a N I 70P OF FOUNDATION WALL 7I W/2 4 REBARS EACH WAY rl X = I O ^ W BRIDGING WHERE REO' EMENT PARSING ON EXPOSED - o—� -_ n 0 H7J16° OD. I I (17PCAU 'I OF FOUNDATION WALL = I ��� I I I ;, m � ✓ V' 12"DIA x 36" OR POURED = D II waw I6' 4" 2'-0n FOUNDATI OF I0N WALL BELOW GRADE R-28 FIBER GLA55 INSULATION D NG ON P.C. CONCRETE PIER TYPICAL G II I I - t`fl' W'T' d- NDA112 N CELLAR I � HURRICANE TIE DOU1N STRAPS AT EVERY STUD, II I U II _ J I !N' m CONNECTING STUD TO SILL BEARING PLATE TO c')LUSH HDR I _ _ _; FOUNDATION WALL r -2" xaP.T. � ` PITON 70 DRY.C. DATION WALL ON S" X 16" PG FOOTING --- ------ ------- ___ _-- -_ -- .w. .: . . - .. .! '• t,: z. ' _ _ _ ______ __a -- -----—_---=—=r _ m- x I-IV ` - 4" PERFORATED DRAIN PIPE IN GRAVEL BED d d Ij I W ` :6i.6i:ro.;,Fi;4,U, ^' WELL - _ - - / i - _ Q . ''': a[ it - PITCH TO DRY r 9 ,p p i 5/4" X 6" PREFAB WOOD DECKING O W WATERSTOP IX c. ,• � 4" TH.POURED CONCRETE FLOOR SLAB 2 - A4 REINF BAR5 CONTINUOUS ON 6 MIL. CONTINUOUS POURED CONCRETE DA. .: 2-2" X 10"P.T.HDR :. D.O. _ 2-2" X I_0" P.T.HDR .. Do. _ 2-2" X 10" P.T.HDR POLYETHYLENE VAPOR BARRIER ON _ _ _ _ DOTING W/ 2" X 4"KEYWAY _ ___ .. ; PREMOLDED SLAB EDGE FILLER PERIMETER __ _ 2' ,J- --- . : ____ ____ �.L __ - - _- - --- C WELL COMPACTED POROUS FILL ' ON VIRGIN TWO TON BEARING SOIL NOTE C k 11" PT.STRI ERs BEARING ON ' PORARILY SJFPORT Y �A} ®p��I L\IG.C.TO JACK UP EXISTING ONE STORY NCH ONCRETE PIER I �/ \L E K 'F LOS �T `N FOR EXACT URAT ON� � ENTIRETY,EXCAVATE ALANDTI THEN PRO SEN 4 0 TI-0n 14_0 , 0 14�-0�� =��I `/ltu CELLARS AS SHOWN. FOUNDATIONICELLAF FLAN 14'.I-r - _-. B � � w -_ - - - -- 2 TERIOR6WALL `` Q Wl REFAB.PVC HANDRAIL PER LADE -- - - - - Q Z ( r EXISTING FINISH FIRST FLOOR ! O Q u0 T X 10" PT.LEDGER BRI).SECURED TO QQ U W I- "� STUDS n I6"OL W/J" DIA GALV.LAG _ W BOLTS STAGGERED TOP AND BOi �, Z -A a ALUM FLASH OVER LEDGER- - LLI 0 - i C 5/4"X b" PREFAB.WOOD DECKING m - - - Z Q 3 _C Q J d) }. W 2"X S" P.T.DECK JOISTS e I6" OA. FLOOR CONSTR. -A Q j Q Z ll Q I"X 8" PREFAB.WOOD TRIM BRD m Jul 2-2" X 6" PREFAB.WOOD TREADS Z Q Z -3 2" X IT P T.STRINGER - O Q 0 d HEAVY GAUGE GALV. J015T HANGER SIMPSON STRONG TIE �- O Q ;L _j W "X 4" P.T.WD.P05T 4 ~O GALV POST AND HEADER ANCHORS ZLaQ Q Q POURED CONCRETE PIER UNDER O 4 Q EACH POST/STRINGERLL m DWI.- Y �. STOOF SECTIONS $C A L E. I/P' = I'-0" A 2 12'-6„ ill- Is 11 -4s 61-511 e e NEW 36"H.PREFA .PVC INE OF ROOF OVERHANG ABOVE m DN.3 ISER GUARD AMC) NAN RAIL _ PER CODE > 16-50-16-56 DI.30'BAY WINDPU W Pl W IOP$TOO 0 V x R_ _ 26-50-26-56 DH S0'BAT WNOW IRm"a6 R3WVD TOP WwooW A W6mOW Ai \' bA SIDE LT IFD6065 CH DOOR I/ 6/6 SIDE , WI AT IE __-__-__ __ INSUL VENTING SKYLITE ABOVE 3/0 2-2"X 8"L L HDR 2-2" X b" L HDR -2"X6 LVL HDR 3/0 W/MOTORIZED OPERATOR AND INTEGRAL BLINDS(TYPICAL OF 2) REMOVE Ek15TIN6, FLOOR CON5TR IN NEW STAIR AREA AS REQUIRED o �iNEW 2"X ea RR u I6"OD ia _ - SUPPLY AND INSTALL NEW FJ.16"CC AND DOUBLE 6 NEA ER/TRIMMERS ARCUND m g STAIR AREA AS Ill NEGREAT ROGOM m X t o �� v a @a ca � ELOPED c -.1'A 2 X p" LVL RIDGE57p �li m REMOVE EXISTING SIDING O X X o AND SHEATHING a a a a a NEW'B'VENT ALL FUEL APPROVED `-� - x METAL FURNACE FLUE IN WOOD STUD v w A` ti OFF OF EXIST.HOUSE 1 NEW REAR AND Ill ENCLOSURE - FIRE STOP — 3 m ADDITION AND APPLY N GTP BRD. BTLLN ALL FLOORS - FLASH o —CEILING CLIPS k 9 ____ 4 Z COMPLETELY AT TOP - PROVIDE y \ SCREENED GAP r - - - — LINE OF SECOND FLOOR , "X 4" LVL W00D � 3'-6" CANTILVER ABOVE p Q -- o5i NEW PREFAB.PVC STRUCTURAL Q O - - -� 3_' k 10" VL F USN H p EW 36" H PINE U ANDRAIL PER CODE F _ _ __-- Ell WO D C N Q TUB/SHO Rbra 5TOO p 0 ITT 3 EW IN A T A D ISE m D 0 z a Till - ro u _ li w 00 h AI DN 13 5 O IN5WJL/o s ` PROVIDE 12"GYP.B� TO U/5 OF m n _ ' , `X ^OT G BAT 1 U q - O 2 c,,•, OVER NEW KITCHEN AREA _ 3'-6 _ 3 O 3 REF x 3A / , ; EF NEW MUD ROOM p Z REMOPVE EXISTING CEILING CONSTR. � - � DW u 0 3 I�1 u _ a �' $ 1 ` LL 3'-II 12" DN.3 RISE 1- 1" STYROFOAM NEW FLOOR JOISTS `" 4'-0" _ m a 3'-41/2" II'-4" e m _U 7: INSULATION E E ARCED KITCHEN u O , - o 4 1 -j NEW 1/06/ i0R1ER BEDRCRf } D_ VINYL SIDING ASPHALT SHINGLE - - r_ ,- � -`^ �r 3'-0" 1,)6D -� A NEW 36" H.PREFAB.PVC GUARD QWw ^� 2'- 6'-0" 3'- "F U 7TY SHAFAf - FTR - N U w +'. AND SIDING - _ R/O s r ,�' S X = �i 4 - N5w a6 6/e AND HANDRAIL PER CODE - m n _ _- � a TOP AT HFLOOR u � _ 1- wF COUNTER 1" MIN. FLASHING N.3_L1 w 2-2"x 10'FLUSH LVL HDR I VENT DRYER TO _ NEW 36"H PREFAB.PVC GUARD - m OPG. ?� FLASHING } NEw 2A 65 uEw 1A 651 - ODD (i 5.D. ExTERIOR = AND HANDRAIL PER CODE a. 1MB1L DooR Dour NEW 2" X 6" RR. m I6"OD. E /6 6r6 V-300 � �� ST DY 3'-0" GYP.BRD.GLG CLIP IDogx F'-T�j, CT NEW 2' X b" CJ. R 16"OG. e FV- FORMER -i ABOVE AS REOPD.UNDER ti ,.-)5 kIST CLOSET EXIST.CLOSET P1 C'V `p X U ENC SED PORCH SII 2 - 1"k I " LVL FJ. LL NEW STAIR- p LL v t` YL STARTER STRIP i 1 u �I 5 e' 7 8" GAP _ o - - a \ I I L Ila o a = m ��_AIR - I --- - U ^' N WCZY T I ,m IIx O u x m N — WIDMATAI I l m I ';• O' O U a� SHINGLES S - O v In D 1 k i° T^' c O 2 SCOT J J j SHEATHING y. i Q li - g, y_ u I PER CODE HAND 1 m BEDROOM S V D "' N 1 o NEW FOYE PAPER R = I m X Z REMOVE EXISTING WINDOW AND Q W B x v j FORMER LIVING 80011 C •�. WALL \ f/ l�jf�/{ ALTER EXIST.WINDOW ROUGH O D -, 8' I" c' 3 2'-10" 6'-10 12" 2'-4 M II'-4" t5 N A a OPENING AS REO'D.FOR NEW- FILL m I x (1 `m_ C X / ALL REMAINING VOIDS V TTP. @ w w INSULATED WD.SND WALL ui Lu ° °� NEW OAK T AD VIII M H• W / E C E3 REMOVE EXISTING WINDOWS AND FILL f RAFTER CONSTRICTION TO MATCH EXIST. " r 1 D RISE WOOD ALL Z TAIR U 15 R ` STUD WALLL CONSTRICTION O MATCH OR TRUSS �I u II W1 7YP INSULATED WID. cn a \ ADJACENT(TYPICAL) II , - / \ , 2 0d HD - _ I'LI' \ - W m --_-_ II EXIST ADJACENT(TYPICAL) F--{ _ l'-31/2" 6'-312" 5'-612" l'-1012" 5'-412" O_ W> C X -- - --- ---- - -T1.7. 4"Ill - - - - -- --- - ---- - � I I II I II NEW ROOF BELOWNEW ROOF BE OW PROVIDE NEW THREEE ZONE COOLING AND HEATING SYSTEM PER CODE AS I w PER E MECHANICAL CONTRACTOR AND O X I F Q a Q Q a a NEW 'B' VENT ALL FUEL APPROVED I I -- LINE OF ROOF OVERHANG ABOVE METAL FURNACE FLUE IN WOOD STUD I I W W AND PLYWD ENCLOSURE - FIRE STOPz J BTUN ALL FLOORS - FLASH O Q COMPLETELY AT TOP - PROVIDE I I Z O SCREENED CAP - - - - - - - - - __ - O M WMDCW ICA]91l CA r WINDW I I OLL W ZD � NEW 1"k B "� : n - - - - FAR - - —_ W/ B/SHOWER N Q ° 16"OC. I EA - - - - -'- - - - - - - - - - - � ZOQ 0 1 NEW 2" X0 ° CJI T.x 16"OC I L� N � FQ u Z Z 13'-9 1211 1 o :_0:: 5:_011 0 l0'-0:: m Z U Q L IK l m WC . )EF. s a O J Z N'FL vO b/6 3 I S, apr C i Fncr.Er D i C J 2 Z C A"5 c IX 'row - x �_ NEW BATH x BEDROOM M > B. e-m°FEAr cLv - 4 w r h+ n f O'FLAT Lw = W h' Rdddi W NEW AT I, A w x i 2. " X 10"_LVL H R FLUSH W/RAF ER� - e'-m^F r 1 1 m 1 u Lpm 1m•-m• H RAr cw DFeD I. o NEW MASTER BEDROOMI ` L'VON 2"k 12" RIDcq GE 4")<@"RIDGE o - ° — — b'-1 l 1, 3 0 2 �) Q 1 r,;s f ,; D m @ NEW HALL NEW WI a 9 ,1^ NEw Lb 6181 m f,) -D. ^� e'm FLAT cw C O5 = uNEW 40 41 V' B CdJBLE 6/P.NK. EI COCR D�� t t+l PROVIDE PULL DO UN II AND RI ER 0 A D I i SD i IN HAL WA ESS STAIR O �[ W Q I STAIR N. 15 RI ER5 D NEW BEDROOM �--� W ✓' �' NEW WA K-IN CLOSET B•.O' AT Cu. PEER O7E NEW ONY 2-I4" k 10" LvL HOP LUSH W/ FTERE, I m 1 2:_I V 'IIS 3 u - AT Lw L D 1 V J N H 4F e H r n Z G'-1m 2:: 2'_111 I ti 311 FA W A-5 NEW 4"k 8 "RR • I6" OL. ry'V NEW 4" k B "IRR m Ib"CO. ,P O [j] - - -NEW 4"-X-b �e-I6"OC- ---NEW 2—' k-6 " CJ T-o lo" 0.0. ILi IN WDD IDH]5 DA WND H D IDW2252 DH WNDDW e I a LVEe•I • u, e � 1 11 a I R-IOH3/96 DN MDOW ]-IDH3/56D WNWY 36" H. CA,GUARD AIL PER COD NEW ROC BELOW NEW ROOF E SLOW .:''"' "\� — — — — — — — —— — - - -- - ---- - —— —— u5 ALL DIMENSIONS ARE GYP.BRD TO v GYP 5RD.OR SHEATHING U.011 S 0 .A ry 61-0:: 6'-0:: m ALL WINDOWS SPECS.ARE INTEGRIi7Q 0 BY MARVIN - OWNER MAY SUBSTITUTE Z Z 12:-0" 121.0:: 12'-0" O Q O MANUF FOR EQUAL SIZES AND TYPE - 4 PROVIDE WOOD FRAME INTERIOR —A LLI } SCREEN,UNFINISHED WOOD INTERIOR W 4'-0" 36'-0" FRAME FINISH AND WHITE EXTERIOR Q Z W Q FIN15H - VERIFY WITH OWNERnV w O Q Q N le 5 CONS FLOOR PLAN LL cl� dff ca Z Z JUL! 73 Q Oly NEW SECOND STORY STAIR DATA Q d W W SQUARE FOOTAGE LEGEND AT LEAST ONE WINDOW IN EACH BEDROOM TO BE 51ZED ALL LVL (MIOROLLAM AND PARALLAM PRE ENGINEERED I ` _ VERTICAL RISE = 111"I TO ALLOW EMERGENCY EGRE55 PER NYS CODE 5l SQ FT. LUMBER TO BE A5 MANUFACTURED U H (_ O NEW FIRST STORY ADDITION: 540 5Q.FT. C)O.D. = CARBON MONOXIDE DETECTOR INTERCONNECTED OPENING - MIN HT.DIM.24" - MIN WIDTH DIM 20" 44" AFF BY TRU55 J015T - — Z NEW COVERED FRONT PORCH: 299 50.FT. 15 RIEER5 m 19" EACH C)5D - SMOKE DETECTOR INTERCONNECTED MAX.SILL HT MICROLLAM LVL MIN. 1.9E 2600 pal Fb Q PARALLAM LVL MIN,70E 7900 pal Fb C)ER = EXHAUST FAN VENTED TO EXTERIOR ALL ROOMS( EXCEPT KITCHEN AND BATHS)TO NEW SECOND STORY ADDITION 984 5Q.FT. TREADS 10"EACH W/ "NOSING - HAVE LIGHT AND VENTILATION PER NYS CODE 4% Q W ALL INSTALLATION FOR LVL AND PLYWOOD "I" JOISTS i0 � EXISTING FIRST STORY: 864 SQ FT OF ROOM AREA MIN.CLEAR OPNG VENTILATION 87. BE PER MANUFACTURERS RECCMMENDATICN5 AND CODE Q NEW CELLAR STAIR DATA: OF ROOM AREA MIN.GLA65/NATURAL LIGHT INCLUDING CONNECTIONS, BEARING STIFFENERS,BRIDGING, N NEW 51DE WOOD STOOP: IB 50.FT. PARTITION LEGEND BLOCKING,FRAMING CONNECTORS,ETC. SEE DWG.T-I,HEADER SCHEDULE,FOR SIZES UNLESS p x NEW REAR 400D STOOP: 44 5R FT. VERTICAL R16E = 104"1 � EXISTING WALL TO REMAIN OTHERWISE NOTED ON THE PLANS ABOVE ALL STRUCTURAL HEADERS TO HAVE MIN.4" X 4" 13 RISERS x B" EACH NEW WALL CONSTRUCTION ALL 5TRUCT.LUMBER TO BE DOUG FIR - LARCH M BEARING POST UNDER EACH END U.ON. TREADS 10" EACH W/14"NOSING ---- DEMOLITION UON 1000 PSI STRENGTH MINIMUM UDN A=4 RIDGE VENT r " x 12" RIDGE BRD. T X 6" COLLAR TIES a 48"OC 12 EW ROOF RAFTERS VENTED ATTIC SPACE 1/2" TH.PLYWOOD CATWALK PROVIDE SHED ROOF R-28 FIBERGLASS IN511LATION CONCEALED VENT BY CORAVE i _ WU>1 96;41'fR7T/1f,1?N?7R71N✓vk17E777Ft FF rTv{(q I HURRICANE TIE DOWNS ON ALL RAFTERS L45H THRU ROOF C X CONCEALED FLASHING � T X 12" WOOD LEDGER ANCHORED TO - ALUM.GUTTER ON ALUM CLAD WOOD FASCIA 4" INCREASE THRU ROOF STRUCTURE WITH GALV 1/7" W I I A � ' T'X 4"WOOD STUDS �- (2)2"X 4" BEARING PLATE (TTP.) -- _ ANDBOLTS c Ib" OC.STAGGERED TOP AND BOTTOM - USE 51MP5GN HANGER GYP BIRD.BOTH SIDES S ROOF LME -_-.- AT RAFTER CONNECTION TING VINYL SOFFIT BPC),(21 —" 4" VENT 2pl 1. NEW REVERSE GABLE --17_-__------ _ InTL�L POINTS ABOVE NEW BALCONY :°a 13 CONCEALED FLASHING EXTEND VENT i-__----_V,y-_,- --Z_V CATHEDRAL CLC.BEYOND �- 35 1] VE D BELOW ; I --I r ---- -_--- 7 SOLID BLOCKING AT BEARING j r ' 1 1 1 I R•19 FIBERGLASS INSULATION - I v" V. Ib"" V 13" VENT 3" VEN 14" V.I I��" VI w GNU- NEW FLOOR JOISTS NEW FLOOR JOISTS t_ NEW 2"X 8" LEDGER BRD/NAILER j NEW M �STEq BATH VENT j NEW I BATH I R EXIST,CEILING 101 X I SLAV I LAV I I 2.. V' a aaaaaa ALUM.GUTTER ON ALUM.CLAD °� ✓ T 5 Ac (2)2"X 6"CONT.BEARING EXIST.(2)2"k 4" MALUM GLAD FASCIA AND TRIM 1 ```` WOOD FASCIA - �u' W/VENTED VINYL SOFFIT j j PLATE CN EXISTING CJ.'S BEARING PLATE V.IF. NEW WOOD HEADER W/SOLID 1 __ IUB _ _ PL 2"X 4" BEARING - VENTED SOFFIT BIRD.ON NEW -FM_SECOND FLOOR _ _ _ SHOWE I W PLATE (TVP.) R C 1 r EXISTING BATH NEW FOYER '- NEW COLUMNX 8' LEDGER BRD-NAILER 2' DRAN I 2' W R-15 FIBERGI_A551NSULATION - SND5el6"OC V.IF. BEYOND - T_ _ _ -__ ____ ___-I_-_ -A _ 2"D O Q � FORMER LIVING ROOM C i CJ. a Ib' O.C. 2' D 3" LE 3" L 2"DRAIN Z O NEW GREAT ROOM LOCKING BELOW AND ANCHOR PER MANUF. EXISTING KTt�!1EN !EXISTING BATH ' i V ALL WASTE PIPING MATERIAL TO U EXISTING GRADE Cx4` _ __ i�i1N=r1 _ '+ - +:IIp�y^�L{ ' I�+>fh'rV,bM1(M_WiNJde NEW PORCH NEW PREFAB CLIPANGLES DEE ANDLAGBCRELLl4 ' 1 _ g {'OIL ; 4" SOIL 25 AS REO .CCH 40 O W BE P.v.0 AND/OR OAST IRON 'D B7 LOCAL CODES J -�ri#"i ,ICSf£� r 'L"1rN�M/hlb ah`6vllsrNd�S^J�^�J 9'(I�Ylf�f"�� Y6t`St�QMs'NY1^(kbYYvhk1 N'MKd^i�CVv1 / SINx I Lay. I NK � a EW P.T.DECK J016T5 1 I N EXISTING GRADE NOTE SOLID 2" BLOCKING T k 6"NAILER ANCHORED TO ' ' EXISTING FINISH FIRST FLOOR _ ___ I j NB I j MUD ROOM Z UNDER X FLOOR JOIST NEW STEEL GIBER TOP OF STEEL BEAM W/ 1/4" ___ _ -__- _____-_-__-_____- w Q ON TOP OF REAR GIRDER HILTI ANCHORS u 24" DIA.OL. LL O U Z NEW CONCRETE PIER 2" D CO 6wz a NEW CELLAR a m TO AP NITARYPROVED STSTE EXI5T 4" AIN 4" SOIL C.O. F NEW 31/2" CTL PIPE COLUMN ON 24" x 24" R (L w EW PL.SLAB X 12" TH PO.FOOTING ON VIRGIN SOIL 'D X W SEE FOUND.PLAN FOR LOOS FINISH CELLAR SLAB F w TSF. SAN1TAIR)' DRAINAGE fRI5EiR E) IAeIRAM R O C 5 C E % T 1 O N I NO SCALE SCALE: 1/4" = F-0" �/ !/ l� v FJ-1 n r N RIDGE VENT I RIDGE VEN X 12" RIDGE BIRD. - - - - —21, X 12" RIDGE GE BRD. T X 4"COLLAR TIES o 4V OL 2" x 4"COLLAR TIES e 48" OL. EW ROOF RAFTERS T cn d EW ROOF RAFTERS .'X 8°RAPIER TIES/CEILING JOISTS.16-OC ,FH r T X B"RAFlER TIES/CEILING JOISTS u W"OL. I 0 12 AT EACH RAFTER/JOIST INTERSECTION 4 - IR" DIA.THRU BOLTS,NUTS AND WASHERS r W O W 4 - 1/211 VIA.THRU BOLTS,NUTS AND WASHERS 10 AT EACH RAFTER/JOIST INTERSECTION ' ' Y I � 'I i i i i � � I 1 NTED ATTIC SPAC NT ATTIC S VENTED ATTIC SPACE . :F , NK`" w f•',VJ�h4 /7r KNN✓AF,: p E ';S „ ,,•, A �'v1'b-4' - ' VENTED ATTIC SPACE J&FI5'fiffx�v r Z� `7+�r� y 'ZEE '3C 5L hYT7 'rF4E__ 4 +J' HURRICANE TIE DOWNS ON ALL RAFTERS �_ ,H 'g -5 2111 PN r b4 v, ,_"y ,C,'d 7`NE '�06G 'J S % `7 .A'L �l' ,b 1 l l;l' _ HURRICANE TIE DOWNS ON ALL RAFTERS ALUM.GUTTER ON ALUM.CLAD WOOD FASCIA ] —ALUM GUTTER ON ALUM,CLAD WOOD FASCIA A�r%";I: LL IN FOREGROUND f C (2)2"X 4" BEARING PLATE (TTP.) _ e C 0 oa °' TING VINYL SOFFIT BIRO, (212"X 4" BEARING PLATE (i7P) CONCEALED FLASHING NE W.I. CLOSET NEW BALCONY NEW N 0 — WING vwtt soFFrc BRD, P 7 n NEW BEDROOM NEW BATH NEW BATH NEW MASTER BEDROOM I 5'- _ E BEDROOM � v �__ LL o GL. U � R-15 FIBERGLA55 INSULATION 6� ' -15 FIBERGLASS INSULATION NEW 2" X 8" LEDGER BIRDJNAILER 3] NE FL JOI 5 _____ FL JOI T5 NEUll Loo JOTS (2)2"X 6"CONT.BEARING y VENTED SPACE , X .c G - - NEVFL OR ROITS . : NEW LOO JOI6 6 _ _ _ - X .C O X .C GJI I fiN'. PLATE ON EXISTING CJ.'6 �ryµv X .C G (2)2"X 6" CONT.BEARING 0 ALUM.CLAD FASCIA AND TRI r `j O X C O PLATE ON EXISTING CJ.'S S 0 W/VENTED VINYL SOFFIT NEW WOOD HEADER W/SOLID ExIST.GTP.CCG.- Ex151.(2)2" x 4" BEARING BLOCKING A5 REQUIRED I'-6" ----� PATCH AND REPAIR fps PLATE V.IF. y EXIST GTP.CLG - EXIST.(2)Y' X 4"BEARING Q 0 --- -- AFTER NEW WORK � PATCH AND REPAIR � PLATE V.IF. _J "' E ST NG BEDROOM V 6XIor.. k 4' AFTER NEW WORK EXIST.2" X 4' O a VENTED VINYL SOFFIT BRD,ON NEW -+ --NEW STAIR Cd • Ib"O.C. C a ----- 'WOOD 5IDD5 e NEW 7" k 8" LEDGER BRDMAILER b] VIP ' WOOD STUDS m ~ N W STUDY — ' NEW 6"Oc.V 1F Lu I– W } Y U7 NEW COLUMN BEYOND - PROVIDE 50LID NEW FOYER NEW MUD ROOM NEW I, 4 Z LU ( Q BLOCKING BELOW AND ANCHOR PER MANUF. W ORC FORTE ENCLOSED PORCH \- FORMER LIVING ROOM GL. EXIST, EXISTING BATH EXISTING ENLARGED KITCHEN D �/ p p FORMER BEDROOMLLI �u GL. 5PEQ6,W/CLIP ANGLES AND LAG SCREWS HQ L Q W n NEW PREFAB.WOOD DECKING n \-, � 1J NEW P.T.DECK JOISTS R lNN W, r .�' �q -Na: C✓J rVHyy AV MI M,MS ,iL"I $ �� }�'� GVP +`rM_4 HYMN y ✓Ah fSt FAL if Jd Y$ "-' IN."H Mf`� u EXISTING GRADE -h>qv k J._" vJw '_( �'r,^h P TNG' 'OGAp , ' KI 1 '� 'Q W Z EXISTING GRADE _ - ._ _ _- _ _- _ IAi F'L NEW CONCRETE PIER _ U �EFLOOR NEW WALL ABOVE d:: --- �A D 'Jb Y$'" ✓ _i EXISTING GRADE n �/ I� BOOR JOISTS Q Q Z 7 U ER NEW WALL ABOVE NEW GE LAR NEW CE LAR OY U- o NEW 3 IR"BTL PIPE COLUMN ON 24"X 24" X 12" TH.PC.FOOTING ON VIRGIN SOIL LH z SEE FOUND. PLAN FOR LOCS. i Q 4 W U N C Dlll_^,?RO � � ACTION �� 0 � � � O3 SCALE: I/4" = I'-0" E G T I N_ SCALE: I/4" , I'-0" _ A= 5 CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. 4 RESIDENTIAL GENERAL NOTES FRAMING NOTES A I. All framing lumber shall be grade stamped DOUGLAS FIR- , I. All work oldiehall be e the requirement, of LrlN.YLarch structural grade no. 2 or better. Building Gode. Men building In other l,rr i d, verify 2. All 5heclthing to be APA rated, exposure I, 5/b". min. thlckne35. vequir me is ad ustmen c may be requ;rad, verify any such 3. All subf loorin to be APA rated, 5TURD-I-FLOOR, exposure 1, T 6 G 54'-4 /b" requirements with the local code. 9 p 3lockin,. Slueens. All edges of plywoadto be set on solid 2. These plans to be used In conjunction ulth the Outline Specs blacking. Glue and npll all sheel when provided, 4, All headers b'-O" and over shall be supported with double 10'-O" 3. Assumed Soill Bearing Gapal 2 tans/Eq,ft. uprights, q'-O" and over with triple Upnights.All headers shall be 44'-4 13/16" 4. Concrete to be plain, unreinforced, 30:'O Ib - 26 day test. a min. of 2-2" x b" or as shown on drawing. 5. All footings to rest on virgin, undisturbed Boll. 5. Solid backing shall be provided for all Joists and floor beams b. All lumber to be Hem. Fir No. 2 II50 P 5 unless noted on as per N.Y,Sgcode or s noted a b'-O"o.c. min. Provlde 2" 1. Eplans spce for air circulation In roof. eEniz LEVE FP'',!2 DEFLEOT LIMIT 6. Double framing around all openings (51<YLIGHT5, STAIRS ETC.) 1st FI 40 L.B. IG _3. L1360 or as noted on drawings, 2nd FI (5ieelp Area) 30 L.E. IC :.3. 1/360 7. All Flush wood connections shall be fastened with rated Attic Mon Storage) 10 LB. 5 _ L/360 galvanized metal connectors by "TECO" or approved equal. --------------------- y LB. snow ff ,.3 1-/360 b. All flush wood connections shall be fastened with rated galvanized --- ----------__--------, Gelding ideal ed fore t los her �rrcrlsoe-; Tor storage attics and metal connectors by "TECO" or approved equal. I 9. Nailing schedules shall be as per the N.Y.S. BulidIng Gode cs a L----- --------------------J b. Electrical work to conform to the Natio,-,. Electric,n Gode, New minimum. Alt 2" x 6" studs shall receive 5-I00 rails at 5111 and plate All exterior falls shall be galvanized. York State Energy Godo, dated Merin, , and any oppCcabie y 9 local codes. 10, PI wood sheathin to be nailed with b D 9 4" o.c. exterior I ii 9. Provide smolke detectors 05 per coo,-, edges and b D ra 12" a.c. Intermediate. I 10. All headers to be (2) 2" x b" unless rc: _: c�srwise. 11. All interior and exterior finishes, flashing and waterproaf'ng shall If. Double floor•jolst5 under parallel pa '6 ce by Architect. 12. indoor deslgm temp, shall be max 12= fc- .;zc cra o,; , fib° 12 All roof rafters shall ae attached to the fl'ate and stud 'wlt, for cooling, Nosed on table 2-1 in the No, _r . State Energti Lid, golVal hurricane type connectors Ply "rEl or roved dated March 1199E ;_ 'ISTING DECK ABOVE equalFar timber pile our�datior,6, provide hxcan r? cr 13. All exposed water piping and/or heat,= ,o be 'ns,ams<o , f prc' ps at all Perimeter JoFsts to cinder ccnnectbrs ____________________ as per Sec. 1613 of New York State Er „ ' �� dcted Much L 1 19g1. ~J S. All pre- engineered lumber snail 0, TRfY5 .b015-, FhACMiLLAN series 14. Ail construttlon 15 to be In accordance ..`" creaoiling codes Wood-I-Beams and LVL products or equal, Ali Joists, alyders all and 5tafdafNlS "- r___.1 F.A. VENT i headers shall hove bearing Stiffener's installed as per manJfacG,fers I5. All windows Ga be thermal Insulated gloss recommendations. Web stiffeners such be required at all load and J = methods, techniques, sequences, or role rill or For safe precautions anshall bO SmLG( 16. The Architect assumes no responsibility & - t,e cun_troc.';on mean= ' single 13/4" LVL rim joists shaft be required at floor Infui s, Handling, storage and erection of ' and pro rams In connection with the wort are no Na Onnl nor a componentsp manufacturers recommendations. 12-6 q/I6 V' merhortlblilty of fitness for a Specific UL4, : xrree5,d OF Implied In the use 14. Provide solid blocking For bearing of all beams and posts. 41 <III of these plans -l !R III F.A. VENT 14. Contractor to verify all dimenions bel -Lo-ting a IYJI IL i construction. Do not scale drawings. F-litt,f dimensions Only. ALL CONSTRUCTION SHALT. ij N U V 1'13 EXI5T Bg5FM4ENT MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. o 1 < o Ilio UNDERWRITERS CERTIFICATE APP OVED AS NOTED EXISTING ries. FOR µ�� - ?', GAR PORT > N Jai Ili �II� o @ REQUIRED DATE: l 2 /� J x x "' X m a B.P.#D 6RETAIN STORM WATER RUNO F FEE: 5 85 yO ) ��� PURSUANT TO SECTION 45-1 OC GUARDS nchlREGURED above Porches, balconies e I rol,d Floor surfaces located more BY: OF THE TOWN CODE. m m than 30 Inches above the floor or grade Cn,,ew shall have guards not less than NOTIFY BUILDING DEPARTMENT AT Q 36 Inchesin ho t en sides of stairs wit, d total rise of more than 30 Inches 765-1802 8 A TO 4 F FOR THE DO NOT PROCEED WITH O r--I �'-'' tEX115T D Q 3F' . Op. i n+l L--� �' I I ---_ �� above the Floor or grade Lxlow shall have gvrFrds not lass [hon 34 Inches fn FOLLOWING INSPECTIONS:-I---r-*- - N m height measured vertically from the nosing nF t e, treads. 1, FOUNDATION - TWO REQUIRED FRAMING UNTIL SURVEY � � GUARD OPENIING LIMITATIONS, Re ulred c;nr_s on c en sides of scalrwa s, FOR POURED CONCRETE q p y OF FOUNDATION LOCATION x Vraised floor ,areas, balconies and porches Fall heave ,ntermedlote rolls or orna- 2. ROUGH - FRAMING & PLUMBING HAS BEEN APPROVED. mental closures that do not allow passage rf c ephere 4 Inches or mre in 3. INSULATION 1 ry diameter. g p g j l r trend and bottomEXIST (2) 3° xJe" ' FTGS rt coLUMhLS 4. FINAL - CONSTRUCTION MUST EXGEPTIONI: the triangular openings s form�d b, .he rse GIRDER roll of a guard at the open -.'::a of c s`air,-:ay are oerm,tted BE COMPLETE FOR C.O. --- ' l to be of such a size that o r",:re. 6 'tunes carnM Dass thrcugr, ALL CONSTRUCTION SHALL MEET THE ALL PLUMBING WASTE PLUMBING REMOVE 'cX15" I ------- i'i REQUIREMENTS OF THE CODES OF NEW 1 ;p r= &WATER LINES NEED 55MT ENT __ _ __ N III 1 HANDRAILS, 'handrails shall be provided c -_. -. r, . . h of YORK STATE. NOT RESPONSIBLE FOR TESTING BEFORE COVERING i with two or ,more risers. Handrail height m o, DESIGN OR CONSTRUCTION ERRORS, shall be not lel ralls be r-- a ____________ - ----- N 2-6, 6.C. thea p risen f a Flight ous the 4 Inches �t Ie nd t th between the returned or shag terminate havet0 - , 1 F.A. VENT and drail O _____________r ro Q HANDRAIL GIRIP 1SIZE.tAlf re, Wheat hvo"d-c I:n l ' I 5'-b' p g all of a I o a point Irec � _ _ Ends shall be �_--_ ___-1 ___ , TO VERIFY ro r ------ _ _______ least I�I14 1euquiivaaten not greater than 2 ,i .�I-- r _ .�,.vl _ r.;.- ,', ` [ - . al lr �j $�In=TMZM I u"es REMOVE Ell': � � � 1 with a nmximum cross section dimension of ,,uric' SOIITHOLDTOWNFUINNINGOIRD 1 g I CHIMNEY ill ____ ______________i sides of Proms the a finger r Flan of th l •e`41ne and a dist o a depth h ofii rnr ss- i2 3 SOUTHOLD TOWN TRUSTEES 1 0 I able it Handrails with a finger recess area on both perimeter ea fi /Y Ina-a' ae a . all T , i e. is depth froths within 1/5" below the lP the IL II" 3'-5" I� 0 2' X 2' X I' I O r__________., m taicontinue Fotl at of the profile. The emh,,'aa_ ion theless than 11 h3/4 nizvow therecess the shat N.Y.$.DEC ) least µWI p �,# 1 a GONG FTr,(T(fl) ill 7 6 ❑ II Q be I I/4 Inches to a maximum of 2 3/4 Idol rdc�es shall hove a mlmmom radius o; 001 FLOOD ZONE ,/� o iv Inch. r 4" STEE<E COL (TYP) I m POCKET FOR 1 I '� I'1 a r---,_) m COMPLY WITH CHAPTER " x I C 6 GIRDER (TYP) / i m FLOOD DAMAGE PREVENTION PLUMBER CERTIFICATION SOUTHOLD TOWN CODE. j N if ON LEAD CONTENT BEFORE N --�--- -- ' o CERTIFICATEOFOCCUPANCY L J I I WA SOLDER USED IN TER OCCUPANCY 0 C3) 1 3/14^ X a 1/2" GIRDER (ry ?) SUPPLYSYSTEMCRNNOT I 1'-10' r-1o° r-s vb^ 1'-5 /b" 6'-31/4" 6'-31/4" ' EXCEED 2/10 OF1% LEAD. USE IS UNLAWFUL I WITHOUTCERT IFICATE ,N NEN A -- --------------i,; o ! OF OCCUPANCY 4" GONG SLAB PV i 6X6 IG/10 KW I __,_O______ ut x (2) 22" X b" - y r- DIA 50NOTUBE G ' ONG FTG (TYP) L Ca ggr�on b HSN f'/Y R r,+b 24'-5" I'-10" 4'-9" I'-10" 11'-6 13/16" \-tr J123�q to 44'-4 13/16" �y F O U N D A T I O N F L- A N DATE , 5-25-04 -- G O M 5a 5 HOU 5 E i INDIAN NECK R D SCALE: I/4" = I'-O" MARK K. 5 G H W A R T Z AIA RBS. ! j,� A R G H I T E G T. PI-LIC, - R@v P E G O N G N P.O. 80X 958 CUTCAOQUE, N.Y. 11935 631 - 734 - 4 85 d Il A I 54'-4 1/H" 44'-4 13/16" 4'-9 1/2" 5'-2 1/2" EX16TIN6 DECK TW3O-DPH5b46-20 2446 I h� (3) 2" X 10" HDR � N p 2" X 6" - 16" O.G. `Q WALL STUDS s m � O I S UNHEATED R H 0 X :p LIVING PORCH BEDROOM NI PO (2) 2446 N — O 15'--1 1/2" 14'-6 1/2" m EXISTING GAR PORT Mi WALK IN CLOSET -Q' (ASPHALT) FW612O611-4 (3) 2" X 4" POSTS In TYR) N ' (3) 1 3/4" X 9 1/2" 2" X 10" - Ib" O.G. F.J. MIGROLAM _ li N �Qt un E ` X ____________y, __ LINE OF EX15T HOUSE m _ _ ________________ N r _ 4 m 2668 POG T U 2" X 10" - 161, O.G. F.J. or- ` NNk 2" X 10" - I6" F.J , 4'-O^ H'-2 13/16" W 4 0 BAT 17— DINING ROOM OH Q Q Q v ' o _LINE OF EX15T HOUSE _ _ ________ ___ _ r Iv (5) 2" X 4" _ BILGO ENT in PO5T5(TYP) II 5'-1 3/16" BATH FAMILY ROOM K it v - m (2) 2668 BI FOLD 7 I in d LAUNDRY b� Q mil 48" HIGH Q f ryb v �i WALL 8 T v p m m 60` - b r In in 2 I IN r� N ' I I 9'-4 I/2" 4'-9" ,p 2. 0.. 10'-2 ,13/16" V K it Q itq)o Q REF >- `f ENTRY ry ' Q _ BEDROOM 02 I I I I n N i N KITCHEN II a I I I I I (3) 2" x lo" HDR CXH155 (TYP) GW235 (2) 2446 H'-2 3/4" 12'-IN f/2" 11-5 I/4" 10'-2 T/H" 5'-6 3/H" 26'-3" 4'-9" 13'-4 13/16" 44'-4 13/16" 54'-413/16" R 5 T L O O K P L 4 N S;pt0 Aq ti SATE: 5-25- :A INS COMBS HOUSE scALElv4" = 1'-0" a MARK K SGHWA 'RTZ AIANDIAN NECK RD Ir ARGr EGI TT PLLG QEEv. PEGON G N Y. P.O. BOX 9991 GN.Y. 111995 651 - 7 J22�34 {pP 631 - -1344 - 41651 , A IN 5H9 1OF5 EXISTING DECK i I i I I I I I I I I I I I I I I I f 'l I I I I I I � I ^ I EXI5TIN6 GAR PORT I I I I I I I I I I I I : I I I I � i I I j I I I I I I I I � I I I I I I ' I I 2" X 12" R06E INSULATED DOOR CONT RIDGE VENT �66e SELF CLOSING Z p a y - 12 30 YR ARCHITECTURAL ROOF 5HIN6LE5 ;TI b� 30# BUILDINC,/ 1/2"" PLYWOOD ROOF I iO 30 YRAHITECTURAL ROOF 5HIN6LE5 ____________—_—________—_______ 30a BUILDING PAPER 0 \ 2" PGL 160000 RRP. DECK / 2"' X 6" - 16" O.G. G.J \ RAFTER TO GLG JOIST TO _ UNHEATED ATTIC TORR E 3/4" T 6 G PLYWOOD SWALL STUD HURRICANE CLIPS ' UBFLOIOR � r EVERY RAFTER I I I I I I `4'[rIG /SrORAGE 51MP50N SUB L FLOOR OD 3/4" METAL SND TO F.J. 57UD I I CONNECTOR 16" FACIA I DONT SOFFIT VENT I i I _ R-30 INSULATION L L XXXXXX SIDING L R-19 INSULATION TYVEK HOUSE WRAP -� —� �— I/2" PLYWOOD 5HEATHIN6 NI:'W YREENEP PORCH �_ UPPER CABINETS 2" X 6"- Ib" 0.6 WALL 57UD5 I EXIBTIN6 DECK 1/2" GYP5UM WALL BD. ON LIVING ODM I" KITG�N I WALLS 4 CLE. W/ f3) GOATS NEW DECK' �'-------------� ' WALL STUD TO FDN I OF SPACKLE 4 92) GOATS 3/4" PLYWOOD OF PAINT SUB FLOOR HURRICANE TIES EVERY i EAT AT COUNTER STUD 1 l 5/6" DIA A. BOLT - 4' 0 G. ALUM TERMITE SHIELD L_ 2" X 6" ALG: 51LL PLATE I I i FOAM TYPE SILL SEALER XI INCy CRAWL SPACE 2" X 6" - I6" O.G. F.J. R-30 INSULATION _ (3) 1 3/4" X 9 112 GIRDER (TYP) I I I I Q z I I 3 1/2' STEEL L JI COLUMN NEW BA5EMENT 4" GONG SLAB 12" SONOTUBE GONG PIER W/6X6 10/10 WWM DAMPPROOFIN6 AT T I G FLOOR A .O PLAN 6" P.G. WALL ON X 6" GONG FTC 2'-0" X 2'-0" X 1'-0" W/ 2" X 4" DONT GONG FT6 KEYWAY S E G T O N U ° R0 `ti VATS: 5-25-04 G O M B 5 HOU 5 E �IN SCREV: I N D I A N N E C K R D 4 a�, MARK K. SGHWART2 Al A N j ARCH I TELT PLIC REQ: PEGONIG N Y + P.O. BOX 939 Q GUTGHOGIUE, N.Y. 11935 ' t T1 J52934 y° 691 - 154 - 4165 p> s Ild Il� Q➢ QD Il� RD SW 3OF5 12 12 12 � a Q6 Q6 E1101 FIN 2ND EXISTING GAR PORT FIN 15T FL � SOUTH ELEVAT1 ON HBOae � e Qe FIN 2ND F_L� EXI5TIN5 CARPORT FIN 15T N O RTH ELEVAT I O N $ptC ,qC,, DATE: 5-25-04 .� i GOM55 HOU5E a \Wscy INDIAN NECK RD y P MARK K. S G H W A R T Z AIA ReV. P E G O N I G N. Y. ((11 Q q#' ll A R C H T E L T (SLLG F2Ev, \ \ Q� +, !` P.O. BOX 935 �/S/ \1\� 1� i?♦� P GUTGHOOUE, N.Y. 11955 �q1p uT223 �� 651 - 754 - 4185 n nnn R � IT sEET a of s 12 aF El NFIN 2ND FLS FEI FIN IST FL,� EAST ELEVATION is a� FIN 2ND FL0 J 11.111 FIN 15T FL 0 . A E S T E L E V A T I O N �QR p ♦q DATE. 5-25-04 G O M 5 5 HOUSE MARK K 5G HHARTZ AIA REQ/: INDIAN NECK RD 4 A R G H I T PEGON G N. Y. E G T FI-LC y� - • � P.O. EAXC 935 i GITGHOME, MY. 11955 ♦ 631 - 134 - 4165 ¶ n }� �^Or2.o3,�, �� �ff., Ld �P .I� Pll9 �l/ 17 5 AY 54�67 5OF5 Cr1=1�11�1 , ,1� hl©'� �_5 vviNo FRAMING NO-1 Es - IV/\ICING SCHEDULE - - (�LJ4P�1 GOIV1 LN"I"6: -- I) PITTf-III-RAFT FRnS LMRI-Y ROOF _I RAMING: -OCGl1pA1JGY CLASSIFICATION _R3 RE51DBJilAL II/I"wJn L, n P,I Illnell hII hn,rnl ,ll•-I ,rrrrdow,IF 1,14,al PHIL IIAII _ BU LEE USE _ n rnr.Ir Part 1.l flan culmr it,,I..0111 Deo e 1.1 HIM.......am,I Od ells a lhr app ION UCSCRIP I ITN r No) ES - _--_ -- _- -_ r r Pd _ , Iry Fit No) — __ Pool, - - -- - _ _ _ — PULP, FiEL�Hr CONSTRUCTION NOTES: �"rr , +r 1.. 1 r 1.f, I,1. lnP lhrr rr. ,l Indrnnl n r,1" n, t' PAI II=11 IU n WAIT A-nlreranlull FACII - -- 01AL SD. )'WALT. T11.1COMILDIJ RAFICIi 10@-IJAII CT. OF COPISTRUCTION q Ile Ell air . III III .el rJ cm s+ru.11 n Inv '11 +min+mlt. Ir Fdr',hgl1 J) RAFTP IO MALI nssFdRl / In, TUI ILnIC II - -. -- _--- I• ImAhm.ir Arbil Ir, - g . 1I Vern rlm.drd ns nnnnsbnrllnn aid Imla nNbsl Yoo nl.rnlhmnil..l and shrmwell ;I oba aorf Ion alrl,.,nil tonin 1,u,. In In p1.trshall 1,n ar 1'IdL011„ITL, O'WAIl 3II CIIDMM P) JOIRdE P2 ESG2IPTIVE 1,5 PER IL1 S. PFSIDEI ITIA Irvin !hIIIII I'd I I nandra,rnlr. dal.rr In Tonlell3Verret.11 mllllmmiss do renboll I.,It IF wlhisir els 1,1, 11. 1 1 TUC--Roll DF51-.II CRITERIA LEOII5T0II COD�_ A�ID I gLrnrUrn and rnmpllnnr.wllh r.nrnRlew Vmd, arcnl 111 IT1'PLNE III'WAl 1. 4-OJ COhIhdUN .IOlsl - -- - _ 1e35_5GC IIIGII_WIIJD EDITIQN, WOCL_f-RA�IE CONSTRUCTION__FIAIIUA CI,Inhlbngrini, lleTe.r'dC1.11,rinrn r"pm 'I..1, prnvllr grinnln El tirinli1. ns sl 11 lm wlrbedl,IhP"Inon,pPlate dll.wn111rl lhln sl lllr,IlnJn•d le IFILI1 Lf.TVIn I I n AA PER IARI_E 3] FASII I" r FRA19161G ELEI9 L- v •I d n.drin I^il ri I men I Tat'd rod rr n pinlsr......Ily Indnl ed,sln¢I rally tire In the w:II<I 1 will I II r,. A 113 —__-_- _- CI ITS --AS PER FLOOR PLANS GR055 SEy11011 Al ID GEPIERAL 1101 F_5 eel o.. Renlsv•do'rn In• rnlre sldenJ rhe aullding LAIxnIlCL RACIER VJfCM-SRC LAP HAIL sound and n wrall.mprnnl rnnglard pmchml shall be c,nnecled wlO.uPlllt cuunadmlu In acc,Idmree 1111,la1,1e 3 3c - - - - At S A - - --- -3 -. _ EXT. RAI_COI LES CEII_ lR.IUIL r 1 Al'A AA PER IARLr 9] LAI I I FAl 60 DGCK5 J Il.r Unlmml Onlbnrmr le ingrnnsihlr I UVFR I'AR IIIIf11J WFI:M-FRC _ LAP _ NAIL X10 I m.mrL, onlinlnllwmP mod rmisnarlrlet 31 PNI1. PIWAU_AFF5MRI_'/ ATTICS it STORAGE_ 10 metanan.nlInflation, 1,inslrlr, ...I,,Palnnnlr,"o,md;nnl,I.mrd rngnl.lin.Is,I ...I1of ..nwill. 'oil dart Below ,n III 111vrIh1l.dlf,r.nnmbrf Ha,'g4111 cnu1mPar, ll CIIILAH TIE_ ns PFt IAC11_F3n EACH LAE . Ihrv:r rnrlrs malellr rnnsi.lmnrl ns ped nlFir rep.rIII,nrrnna for lhL^�uildin,and rnloncrwill.tnblr 331, Wbm.well duds,hear du unl loll in Ha,'111,s61d".hrinw,Thr TORN BER old ABC END HAIL ATTICS 0/ STORAGE JO CESIGII LOAp CAI Clll A1101 5 ROOF IGROUIC SHOW LOAD) eamdd he edhmed to Twee 1111.vmimlr:,wllh lhn plan alcor Fhnll brnunulf, 1.nmmm,un.rmbcr In lhr 11„raserurbly will nphll c,nnmauls Ll HIUr-LIIIG _- - 45 accordance will)Ennle 3 3. 2�1.d COMMON FACT Alk ILNE LOADS PSP) 1.r. IU IEAFIER CITU IINL P.00H5 lO❑IEP_lI1A1,16LL-EPING) 40 ILL110'1SCA sL,RAVINES)denl oval scaled d.nwb.s - -- - _ FILL IIACIE13 FMD HAIL STAIRS fSLC-EFIIIGI 30 TUU I1OP SCALE❑RAWIII(3AI '1) WAI L A`;^.FhIRI`/ r0 F(II II III..110N 2� Ilirl COMMON POOL Fl.sl wallr R1slmolbe rm.nrcls In Iliair I.undnllnlasill...I 1mt,Los plAeonflr uph11 -- 1.I 11 l!nFIER nn ENIJ IINL_ STAIRS AO 41 I'll far ,,I?dirom a.... grdlowall,Vdelo.Ibm dq•e.vlslon and nssnarrs ria mm�rrine rlrri slotI rI 11-roll Irwr onnnlmmnrnry blecllll nl ]mrhrs In rnnrrPlr WALL HAN G,AURDRAIL5 IAV I.,pnnnl I... .... ....amine.mon-1ILIP op 9nhsr of on e,nnnespmelrris,Fir re rob Iunndnhon anlL:Ilh nu grnrle, lP'n.nhos hlo 331) So'n 7114111 (1s ore hall ll gmd luWrr - - - -_ - IIIVV: - -' -- ----- _—_ -_ _ -_h D_IrECll0111 _200— msJnmllnnrm,poll,1r•Ihads, o,,LWafall,nn I,,,irr If Uor Pmrrdurn.,ancollor Ilmlon'.mrdu.11111 salineldanrrwn1.l,.h1e336 Ilh swrlshap111, APppr'd11..der the ,IFllllI UI3ACRII'l1uR NAIL A(_I -. E':F'QI CAD I I — p.rn11riseferdprn.racuslnrnlna Iternvilhl l I,,,If Ihvl.me no w,nanli,F Into hollnla alae 9mdr elf wn,11fi ehnllae Ine.l11,61a 3 If, 11, balls Ancbollroll -__ _ IIIY SI WIJIIU rJ01Gfi TOAD FAlll SEE S - _ CDETAILIPAGE AlIDI1ER PATH CONNECTION snnrvllc.sre,q'mswd orwplled In laeusnnl lhrsnplmrs rpmpni is U•hrs.nned:nnl m:1.d in rm.oulonrP In l,.Irlo]:, hr a:Idlllnnln rnunnn IIID I'I AIF IU PC--❑ NIG 11nll - fR00[ - nONIJDAIICN) GENERAL NOTE PAG_ _ m...... bolls:...to he spn,ed aelwemr 6-121ucl.es 1,.m lire mrrJ ala sill plate mol all 111P PLMG 2- 11,11 COMMVfJ DETAIL PAGEIG _ - F_ FT11 .[E TIT E: I III HT1. In II e Wh d lw Pool Unnr rd rdI le Inr rsrtr 1,n.par Ins, ......$ - - -- - - - --- - _- __ IJAILII IG SCHEDULE SEE GO IERAL MOTE PAGE _ I JI HAILS 1.I .Illllll FArF ' ----- 111111 CC TITh., 16.1 Crlh1MUN CGRESS — Pit 1If,rnnnolraIsleLlnPr nlb,lrn,snal{ n l lrl,bnrhdf rlhcr- rerlr 5) ,1 ,1 FVIFoar SNFACNfAIL C,1N11FC1 to - -_ _ - --_ - En , IOL IINL —' - _-SEE FLOOR PLAIJS AIIp WIIJPOW_SCHEG_I1LE__ n rxened nl,rnrM1dl re s ep.dl ells sot I1.)VI cnblo endrs lyl r I rrlm • shoo.wells wpb r......I n of r/I6 arch wood IP, rym. 11 an rxlydor sit,[, I IN ' otlnr{m.l wllb ell nnn.mmnmils 1.l R'nr 1.1 lhr panel rrl9rs 12'a nnJ ITr in llrr lll rld,and STUD 2. 1U1.1 COMMON 21FATE_ ___ UC IJNL T) Il.e Denrml Cunllnd,r Is In nnwnll wllh Tae avmrer for all Lu111 m 11en.s IIJ Im h nyPsnm wnllhmrd nn lhn P1lorinr dllnchetl mllh Frl realm Imps al T”n r 1.t pled I IFAUFt IO r swab ns bar,cses,el.elviny,p.ntry,dsels,t.blrs,etc nrl.••s nnr110"1.r,.In 111.Hold shall be In Elldoor.with me linglhm rryll nl..,Ia N,olbod HEADER Itid I6'T fnrE COMMON ALOlrG EUUES MAIL learn 313111, ITPToInDilrlhl 2-1611CUTIRNIrl I'fP 214 SAID FTJD 9) WaNloudleyureu.eas shall Le Ishan bola awom.l dwnnl ronsauepO° PLAIF IU SIUU .1-Lod CUMMUN PEI'2x6 S I U111i IINL -- - -_- -- _ _ - _ - I,) IYTIEitf:x I CR TUR S I IPARWA11 RTr11 J FC I I III I: —. — —FOUNDATION NOIR NOICJ. Iva"Ilndrnr. s1.rs,Iwnlls shall n.erl lire mquilmr.euL,I luhIe315a a111ncs ere rppinpnale Rlu(lIel[ILA IE IT �Im"FIFnrllusl....nt l,atms In table 316 11LO+,IDIS 1,RA f 11) ItF,1. 2- I[IdCUMMONCRpLtll lllllbS RISER DIAGRAI9ml Cor.lr,.lnrn.tl rdnsn.ISlevlrw Plln.s,rP•vaEhne,debllsand nulssla FINJOIAIORRI061(IIC ENME IJ d.tmaun.intended herpltls or LOW rad)los,LE)drawn Irr goad° T) INIf_FIrR AIIr-AI?WALL CUIIfJE9111 II•IS I_=_LOO_ 1=1:AIVlING_:__ _ Allnwnhlr viol„wall lrnnlL.pmvided in lnnlrt 314 ehmll hr PrvnPIPJ In Lr lnnrosrrl wrote _ '1 All1m11ngs to r.sE on undlslulaed IvunhQ sod hdrrinr shrnrvnldo ale uard shahing and n.unsr0o.s shall Ln 111 acroWnnoc will. .IOIIJ I UESCRIIIHON HAIL IINL MINES 2442 mrd 224 PrEascllvely. _ _ Ory _ ILL, lG P.soo"Pro'lu III,if-1111inlminied.,rr ...P"ar"t dohs mulnhnl0ng .IIIISI II 1'FC CE — IF)nrculing iu.xlmhronlnamlmllnlml,l meas IF) CNIIICCII0115AI(011110 EX ERIOR AN1 OPEI J IIJ T F RILL, IUI'PLA I E ITR GIPLER 4 odDOINION JIh51 IINL J A. mw rrnnrlr wall-brier 11arh,d In r,IoDn I....I n I leader nudln...... r ennnrodien,rhall b1.allanhml will,nPldl rnmmrAimrl in nor n i nc. -- -- - -- - - - - -- ---- 1 Y' In grmvminn 1,11 1111,111.11 3S Win.lnw sillpmlas pbnll he bov.sl.rl connndol.1,l ancardmler will.Inhle UOJOIIID 2_all COMMON IAliI INE ___ _ _ In h.nlnllcd willJlA r1.1,m, l0"Tang 1.l 1T'oo.Uvr nppinvnd rp,ry lorblslnllnPnn 1.5 IU.IOIAT _ _ ENU FAIL _ PIRF PROTECTION III ill RUG @+ACII IUF 5EF_ FLOOR PI M-05 51 Unlrsr.nll.mv.i^.r unlyd,ell slabs nn gmrlr In 1,n 2!illllp".I ❑nnmrtr In 1,r IUJUTAI ZOd CUIeIM1IIIN ENI) IIAII. - lSPICYEl CO2 pEfECTOR51 1.l cnI11E0RAl a be1riFILI,JG AASFM1IRIV _ - --. I nmrdnn 11nr3E1/2,sandm mavrl1111 with 6rriwl.r.nlrsh rnallmea.9 luteum aL 1,m Whrrrnddpr rs In arurrd1.P.n rlrvrAlnnl nrmn, Thr mums,hell nillmr Lr nnlrl.rd mel To TCKLI'll DO - TRUSS DESIGN - Ilhr n.annnnn3 II21nra hide 3- I6d CUIvIMUb) rA1111 Irnd -- - - IJ/A - STAIIDARD STICK_FRAIICGOIJS1RUCTION_ r ,InP110 I.1 r1[lie Leons •IrlPmnrm..st.... .Iln•I PI IJ each) dlr 1, •Iqe HILI (11. Lot 'PIAIE RIOUI PINI. EI_JEFG)_ DALCULA[1,0145 2ESCBFETK 35 RELEASE I__ r6 awls ,In'I 1.r 1.l •.•,III I....111,ra llln C.uneTu ala Eledtl9'olJwull sl ell he Le l - - - R - —-' -- - - - - _ ran^s lnlnpa Fd will ,nal , . ur'+21'nccrss apo 9hs411 etre LfUd BEA )Ell' I'ADl1 TATE .AG cls)amt fou dallm ver I lar every IGD sq II of mea ,IIaJ ed will II a above resp Ie rel Is O BEAM 3-1611 COMMON ----_- __- - ER - - - _ JT151 WAIL CLIMATIC & GL=OGR_ API-TIC DC _ DECK AND COVERED PORCH I IJOI ES: DLs1 HEArPI LR PTD De %! nn.rlpprnnr r,mdmmm..mllr..n wllh lrn.rrnirr..l.roan. Petr R4R6 rel _ lu Flenhl - a-1.d r,TfanloN Jolsl Plna CRITERIA nn-per-rr - _- - _ — _-__ U --- -_ IJ YS lircidmdinl Cnrsborllnn Cede 1.f.ani pnlyrElrllrne lllm shall he applh.l mcrc Il llaew ell rvwrsr•n.,ad•1-11 ndian, 1.bt,nleura to hr 111 ACIll,feel healml luu.lmr BAIIUBitr GR(Illllb WR1R AEIEMIC Um bnlnw Talr I I, _-�--- - - n .I Intllnn sl rxlntlm well prior In aurJdilpng All laslel.ers,hmnles and ancllmsl,be U,Iviubed 1.l slaadess steel i1 3-1FJ COMIdUIJ I'I-It FIJI SHOW 91`". RI'AIrll WEATHERIING FWIFE1 IERMIIE RECAP IIESICN RIIRup IFRLAYMENI _ lu JOlSr .IOIAI NAIL FLOOD _ LOAD (MPII) cAIEGOItY ❑EI'lll TEMP. REUVWE D HAZARDS 3) U1nlu,.lnspo'$crllml11105.111 Y S R.sldrnllal Cmlr:rudinn Code 2) CdalI's de LAID, lJ19x 111 Bill 1.r I In r,1,Poor.nl1,wnslmrsandrmis LAIIII 1OIS l 1T - -- -- - PFIx IUP DnII. - -- - - -- _-__ _ 114 -- I:Inlrrs.nunnarro piers shop b.mnluued 1pl.pnnmr •,mPlmm�r.Inns lrrhnred SI.1 r)R 101'PLAIE 2- 16J COMhIl1fJ - - II - - - - r _-_ _ -_ _ _ - -. _ __ FUUT SEE 11111E 45 LRA 1211 R AEVEREI 4F1, rTOI(CAVY IIOBER[AlC 11 NONE FRAMING FJOI"ES almrm...ar�.dhn 1 .1as1.n1snm111r11F — -- �r� rnllnm.min"d1a„rmrWanr1ii1iil'wI" RO(JI= SHL=AII�IIfJG: I 1.p bnnrll - - - - --- --------- .--- 1 mlrllnrigvrs and nrrnrn,isns presnlpElvn design of 1995 sRC lfinh Wln.d ,) Pests sunprnlbgl.bdrrs aril r1.nnrhnrrd Inn V"r IJ"r 12'lhah rmrrlrm lnnlur. .IOIIJI UESCRIP[1O+J IINL IIAII- rinm,r weed F.....I,,,cmisbr,dmr.n4a11OI' tiara tI.......nR2"ria,rr"Imlg allrl,nr 1..0 win.wm:112 nmlrrdz Lifelong, o1v srnrlur, NTIr-s ROOT- SI-IEATI-IING REQ_UIREIVIEN_TS FOR VVI_ND_LOADS:__ - I- _ _ U'r n nrinw Warner A IIII IANI_F 91. -- JI areas nlhmwis.nnlrrl,alllmmiu,gnnd sl.ur.Iwnl Nene umlmlalmhc ll2r RIN 51RUN IUIiAL I'nIIEI 1.d r NAII SPACING FINL AI'nCIT01.I IIIIFP.MI?MNG IN I,e Fir - WI6M-SCIC - -_ _.I lPnll llllG LOCMION-- -- -- - ---- ---- - G IHIER NOI IS '1) Ucrlynntr to live hLrang,InOar. �_ � � _ - 1.I PNILL CU13E5 SUPPORTS III II IE PAN[L FIfLU .wale rem gs,.n.,nmmnr rP,rnd-1161 N.r. n mrsnmml LL—ILIIVU SI-ILAI I IINV: ri'e1alblEleie Eohe zTNE ml cohlhlou�y 6^Tc Ed r.6hfnloN r� SEE NO I @S. Fin ,of lnhrl Ilraha,n"I,Illn P,l 11r i b•Iwr•r Ile 1111 Zinn nnJ le.lger, - __--_- -- __ I 1.111'I urn. rdnlL r d mw1,.n rdgrr In hr ImArnlxl In builJmg with 112"lila bolls wilb w1.^.hers old null .lull)[UESCRIPI TUN III EItIOR ZOIJE pill CONINIOl!Gy 6"O.: 1.d CONINION Gu 12"O C, AEF:ITU I r-A' I (tsar I FIGLIIs) my srnrnlli NOT If UI.less ullwlwlsn nPird,nll hpn.bn u,1. _ p whelp need.J - - .-_-- ___ __ - _ NOTE 2FOR PANEL II@LD .r,.m1,.rs)n)Jxn)1.z rola Rau 1.r TVLm'p4 7 O FIr.[ 11 Wf)I E12R L;ARLC 12NUWALL I1N(C At It)RAI(E INUSA .dl CUMMIIN iu 4"U C Od WNIM1IUIJ 4'U C SEC NU CA, 1,3 rienlnlwarp Imndew In hovee(1)jL Muds and t toll b.nI11.slursoil a.em h Nrle,l;dl VJALLRUAI'.0 III"UC 1131U - nprumgsl.VLhnnrlrsslad,m 1 Ldl l••1. old Ce Alms shall a,annn.lnuu.6"aaove plarlc - - - - -- INDIES cunr,I<s111.Is.'.' 121 1.h nh..le rn.dnr=.rte1.J WALL Si-TEA 11 IIN_G: __ .den Anes fiendng wall wnrdnw silk slrn1111 rp n�n , al,r nv=Ill pl;des lar tel r:dl .- Allnsl9ln IP a1lpp.rlpJ will.hangors aid m¢hors Each .IolFl$Ilan also 1,r nndrmnl - - - - .'Prrdnne Lrtwenn•I'I and r.'pnnd 2x6 wall ommunOs Lelwecn 5'11 and 6'p Pmmdn lira Ingirdmis) IJNL IJAII TIIEYiF__IJOIEAARE OIJLYIOOEREFFJ2REDlrO IF MEIOIOfVED IPI SCI ICDULE IJOIE9 UIJLV mrd hloddn9 wham nppllrnhle Julll) UESCRIPIIIIN IJI OTIC I'd A, 51'AClllr: I) Fit Im.Is1,nnlhlonwllLl1r L rl of life I,) All Haab brmP,(1a,Pr1,rE In ha)IrnM1I1M1 w IEP he" dal r FrwP[, d hmina mrd 0).Cnv,r,J ltunll):hall be assrulnlyd and mrcho"d W.snurr nlannrr as a lypi"of bvllding SI RUf:I URAL ASPFx Inn11=3U Prr 111^ler e.1.P r1.ere lv,l,aelurlur9d reel on eacl.sNe,[the mut peal., y y d 9 -- BI - - - _ P,OMMTN Wu A fool Verlmel,r slide 1.11,eltoahuror a rerryiled shall Le useJ nnrPnr;whmnnP[,rcrahl.mno n.rl..ern"g"'irte _ PLUMBING IVOI ES Pnlu;ls - _ _wrchl-sLc 5 Prnlhlru Ilnrn n - - --- - ..- 1.l fi"ID9 611 C.UIdAION 3 O 1=( r•E_- - -_ 2) TnnrI Irl 121...1,1.. 1,,,It Ire nor J naWnar l:h,a6.n.n alnr;l loin In Trent l Pat,,h:,.rrl..gun.„11.1111 Niro c>n 1s. 1 n 1 19 Ill, I'l wars poll nen Pnmlra In Il.r”,to tear and y o4 hnWllav: it NL•nie�nupply,dlainags mil vmdn.g m 1.. Imleprd as per I!V S Rsldrnlial - I'D VVu(W - F"O C FIT U For Paint.....Innrbroil 10 421G�U 1s,Ih.umo spal:illn span be neonred to 6lnrhrs 1.r Ilnors In rave c,rnn.h:lily iluanllnd slnll Lr vmilin.l Ern ymprr loml rnynrny unless nmind crnwlrurllnn l:nde U+P.^,Urd OO prGE nn ldmis _ V✓nLLLTnRU ed cooN FR". In"nn IIFLU 3) Tnhulne•dJP1rIInr, ..nil^,Vdrarg.evu.nrs srrrnllnughnnllrr lln.rr Lnluurn nu'lnhrrs with[J>0,49 for 2 Vmlly srpPr.Fl sleet with Its Enpinoorlm Svllolh C.nuuly l.nlln Ury.mt.ncul.pinovnlDC - IIonling number.11th a 42<(3<OAh,Tire pall spnun.g shell Ln Polared 1.3 t.rE o r.. %1 19nvll b ldnr:id I Ilindpinn In llu911nlsls 1.l 5'll a c. Use snliJ hh.:kP19111Ilom lnlllr I- L 00 V J I-I L-A I I-I I IV G. _ 111 do'ell be nor walls 3) III'll=ladsE,H."..Inlds m1.rutnal Ther.. danllolinn lar airy ...pluriblaUVoid minmrlwark, IIAII. NAIL prm,dr.1,oldnr brnn..gnndpla.sm[nolnrl and srn.nrd.r•.hereat Vnr 11 .IOIIJf OGSCRII'IITN TIY APACIIIn v w1m Ire No[r-r IT R1n1d.11.$.IaPm.n..nPlFarose w.nl.ael,ae.11rahels 11..1.Ildmhwaadh.n. alar.andrand_..,n.lnrarh,r1,lmrnmr.lnm,nnml[IF 11.n,rr1m11hnmF1,na11d:,.nringl.mlldlmd HPAJU IPAI�`ANFLS — �TIi� — WALL S11EA1 -ZING RELIIUIREMENTS FOP WIND LOADS: needed IIVACSYSTEMNC)ICS nlcuwnlaN - I - — _ - -_-_ - — I"TR LEsS I ' UC (IFIL _ NAII.SI nC,IIUi NAIL rN:I1JF 1.l IIIIf-RMEUINF9 11 1r"s NI ewm . lid ell nn1^n I Iv,IL to l,vr,n Tr n 112"11,111; 1 plylir - - - _ - - - - I� I �. SI IEAII III1,B LUCAT PANEL CUGEs SUI I'UI1151.d II IE I nIJEL FICLU NOTESI J1N rxln ar sl rnlh 1.1 9mdr plywood.Pllnvnnrl In coat.o plI PS and hrndwr.. 1) LIr.I o ,rbem Pacmr L• espnr Lln 1m,JI ern nn In ell nnpl cnbl.Tatler a 1 ;nlaly -- __ __ ._ _ - _Palrorr....nr --- PPOMMON Ia 6"OC; Ill CDMIr1Ol!(n 12'OC, SEFhUIES I,A)ETIIIFIELUs1IIII ❑1dr.s nlhrvvrPrrnrvl nllr 314'Iblra lv.Ul'IS TnmArvnnrorhpl-wnnJsnhllnnn D IFT1`0011'e ARr-UIIIV ORFRdrRRE01011= - _ NOTE 2FOR1'ANGL FIELDrylla PLN )nrhrsim and rrrnwrd En Mnrlolsls FbllP.hnd lln.rl ae Pmlallydl J) IIVAII=a a.[pII,r l.r in 1,11111yc.rndlums ell syrlsm dnlmml lrpuimmrl.Iswlpl the MI_IIIIOIJCU IN.,CI If.Ul1LC Il01L..DULY IIJIEI3IUR J.UIIEDMhN1J«�6' [>C_�_ (Ili C(IhIAIOI! 12' UC. _� AEENLIIE3 dl I Nmm61I,n1 as per rlmin1ncm,P'61¢Il.nnrr.P eau Pn1m1 s.1,,p ire 1) ILII111.Irr)ni rnlllal Isar n,nd no ,.,It slla,llnn.. 3) IIA/AC sulinnrtln•rlo.In prtmulr Irma'In IEP Lrynul dlnwlr.11 mrd subunl 11),Ire Gmrer11 lmdrd C'nu n•nlnl ,I Inr I rJ I l NOTTS III NI bnllnnnnl walls In lrnvr P2 110A unnklmr n�raaauldm�lr.d, Qnl aura amlV,mad I'd"^ g1. lvrnll ehrnlhun _ rrlliogs and ons,luuPro rr In hear fan"111,fit, shut PA All onmr parts If buildlnyl EOnlrndnl and Irmo.l,,la.nl review sed xppmwal ,unllyd s"nmcmnrr ED I..pnl..I Tran In.blau 11 1... II FILE NO @F ARE 014LY 10 NE REFERRED 110IF NEN I D)JC- FEE have lrgu1a1 11T snefdol All wills to be loped and lhnshad shrm rnpnrinns,an., rrnuifl•n.nal,1,n"....lurid EO IN ACI IEDULG f I0I E3 0NLY LEC 1 R I CAL N O I E S: rorbmn 11.111 Be JPnhlyd,al 111rnmlr rnrnlm,rnrs 1) To wall she.Ihing wllhln 11.1 IN the c,rnals.,III..4 bml,dga znnr alladunmll m uaenrEl nch ns•:hem plalrs,:Intl 1,r used In mmumlll Innd Inlh be urrd R d.,shall 121 ell u!nl wlla.l4hdr Ir=r Irma 1'12 shell hr.P F11,11 vllb as h n r l will, aonmr.r II All nlnrlllydl la an Inelnl r.l1.•I pm N Y 3 Reslden0nl Crnr$bndlon Cnd1 ' nNevrd Penal rinl mals slnll be nyplred wllh n Flher Ions base sheer 11111 an EPUM l 2) VI1,E.0 a ell slw,ll Ian N rico........w oven rmnmr.P.l nrrlydown typemalydnl over Jell el.c1,cdwad,shall1,s oppmverl byaqu.blred Uudenv°I"' I..aaal, u,lbnP.hnhd�rl uunlmr rr nails slmlf b. Led 2) bdminlnd t2lushor, 1.,)spm,ln9 nssulnes sshrnlhb.q nllachr.l Induct Enna1.11nerurr.swllh I I) All sill Elates rol wood IF r,nmrl 111111m¢m+a 11.hr hrnlld 1111 aura 1. 1 bl.Pdl stolid If"Inf an rnn In be mdur ed lot - 1611 nail del foul P (3'0 49 Vol firearm men.bms with 0421(31,Eller flail slndatin dell he redur.ed to 5luohes o c. pII0.10 p ) 1,l 011lh.nl Mmrox Je d,lecbns Ehmnllhnnl ss pm sura 1 1,R31] 3) To ovle.lul panel sear.,nulvinl;ed box nolle sehall be pennllled lube subslauted for rmnlnollnalls 1,n hlvt011n1 wllh a room sill gosb.cl and„P ten Irl mil.Fainld s1 nplaoved enunl I N Y A IEcsl.lrrlElnl Couslmdlnn C,do spa 9P)h A rl„?'534,✓L r.F. rytl: �, to' CONSTRUCTION DETAILS R WIND LOAD PATH CONNECTION DETAILS IUIND R'E5151-AN1 CONSTRUCTION CONNECTOR6 CONNECTION LC_CAHCH: PART NUI :R: NOTES: "fy — RIDGE-TO—RAFTER,S LSTA24 APPLY TO EACH PAIR OF RAFTERS _ RAFIER l0-WALL \;- — R120 _ APPLY TO EACH RAFTER -� �, NOTCHED RAFTER-- E)/ �� RAFIE2 TO-PLAI-E APPLY TO EACH RAF1E2 RAFTER— FI �� - RTI5 (USE WITH SPTH4 CONNECTCR) _ RIDGE — RIDGE - ' PLATE TO WALL SIUD SPTI14 _ APFLIY TO EACH WALL STUD_ 21 ID, WALL-TO IST, FLOOR WALL KLFTA ORMSTA36 APPLo' TO EACH WALL SIUD / HEADER-TO-JACK SIUD L61 Al2 APP_)' TO EACH JACK STUD SIUD-IO-HEADER RT3 OR FTI AF PLI" 7O EACH CRIPPLE STUD__ &HEAR_W_ALL HOLDDOWH ANCHOR ADS5 _ AFFLY 1f0 EACHSIDEWALL END �• TYPICAL RIDGE 1-0 RAFTER STRAPPII,IGTI=PIC,ALRIDG[ 61,-AI•I TO RAFlFdf2_SI_RAPPIW[-s ISL FLOOR-UNDER6ILL PLATE 1-ISTA36 OR RS16-R WRAP UNDER DOUBLE SILL PLATE (USE WITH 3° SQUARE WASHERS) USE THE FOLLOWING 02 APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW HANUFACIURE'S RECOMENDED INSTALLATION IIJSTRUCTIONS TO ACHIEVE MAXII`IUI-I UPLIFT LOAD CAPACITY. RAFTER -O �\ PROVIGF_ 1/2" SPAGIHG R�,� �\ 'I BETWEEII THE END SIUD \ AND THE 2 OTHER STUDS l \fVCI-IIOR L30LT CONNECTION RAFTER \ FOR ALLOWING l „ FOUaDn Uua ,ra•Uin nurnoaz LaoLT CONNECT COPHER SIUD nacnoa moLrcouaecn°a sui=roi�ilac minxm"Unt srnciac NOLDUOWFd INSTALLATION TO TRANSFER SHEARrLni�iorouai�m Toa To1P PLATE =-El O ca rsioav TOP PLATE — 0 i / �nWL SP/�C;Cp12 EoouygnnoidL n°oc /'j FASTEIJ WITH (2) 16d sa LPLAIF10 RJuapnaoa . . -. esioaiEs aoc•� cCOI-11-IOIA NAILS 6" (canwL SPACE Oa FOUNUnI ION) WALL BOf IONI PLATE 10FourmnUoa 12sl OIlIES ,]"OC WALL SIUD Us nm oa cignuFl WALL SIUD O - 51DEWALL ---={> �� -- \� - E14DWALL USE WITH 3x3 SQUARE WAS!-IERS CUSP LBP650 OR BP583) T)'PICAI- R,4FtER TO WALL 61UD CONHECTION ALIERHAIIVE RA(' IER 10 WALL SIUD C06114EC11ON SI-IE�WALL CORNER C-0111AECIIOIA 211D, FLOOR WALL STUD --- El KIING \ STUDS- 2 , -_002 PLATEWOOD JOIST- GRIPIPLE S1UU- - - SUBFLOOR BOARD O BLOCKING Ru`I — WOOL) J0115 v Hr_ADER - V J ISL FLR OOiOP � <� -� � C- j� JACK el WOOD J WOOD JOIST- 151 FLOOR WALL SIUD - O TYPICAL HEADER COIJIIECTIOIJ J015T FRAI-IIWG OVER WOOD GsIRDER J015I I°RAI.111.1G FLU514 Will-I GIRDER/IjEADER --- _TYPICAL1_11,11-11-SICRI' CONNECTIOITS 15T. I-LOOK WALL SIUD ---- j IST. FLOOR PLATE - �• �."� " SUBPLOOR SILT_ GASI:ET WALL STUD — EJ V����/ � WALL STUD BOTTOM PLATE—�( �� OOTTOI-I PLATE T(-FJ - RIM BOARD SATIIIUR — _, ��Ll SUB FLOOR — ��-�=�F> A, ";J, = Ali TERMITE SHIELD DOUBLE JOIST—�E)��� \ � \ DOUBLE JOIST - , �� DOUBLE SILL PLATE - DBL. SILL PLATE6-- -ti- 1 Cl III 1: e CTO OVERLAP JOINTi6) A\_ FOUNDATION WALL --�) FOUNDATION WALL— � y = IE J015T ♦-AOR UNDER A RAII-IIU6 DOUBLE )0151' FOR KION-BL-./{RING WALLS 161- FLOOR 10 FOUNDATION CONNEC110NS SILL PLATES TO FOUIJDATIOIJ AIJCI-IDRIIJ DO DL, 0- - - - -- >(N scy/" v k,(