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HomeMy WebLinkAbout29940-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30722 Date: 01/27/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 425 BIRCH DR LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 128 Block 1 Lot 9 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 3, 2003 pursuant to which Building Permit No. 29940-Z dated DECEMBER 12, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to MANZI HOMES, INC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0115 12/23/04 ELECTRICAL CERTIFICATE NO. 2018700 11/19/04 PLUMBERS CERTIFICATION DATED 12/01/04 CHARLES SANDERS s 67A uthorized Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29940 Z Date DECEMBER 12 , 2003 Permission is hereby granted to : WILLIAM J KLETT (MANZI) PO BOX 506 LAUREL,NY 11948 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & FRONT ENTRY LESS THAN 301SQ. FT. AS APPLIED FOR at premises located at 425 BIRCH DR LAUREL County Tax Map No. 473889 Section 128 Block 0001 Lot No. 009 pursuant to application dated DECEMBER 3 , 2003 and approved by the Building Inspector to expire on JUNE 12 , 2005 . Fee $ 920 .40 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL, 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installatior}from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%0 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 a consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to,dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existicig Building- $100.00 3. Photocopy of Certificate of Occupancy-$0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00, Commercial $15.00 Date. 1 0 New Construction: V111, Old or Pre-existing Building: (check one) Location of Property: X25 S I rab —Dr w C., , Syu-(-h D -House No. Street Hamlet �^ Owner or Owners of Property: , = 1 A nZ �11 �I b M e-S , C, Suffolk County Tax Map No 1000, Section . 128 Block DO D Lot 009 Subdivision Filed Map. Lot: Permit No. -1 C1 y-0 Z Date of Permit. 12 Applicant: M n O Z I HOM e S Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 5�. d C.v o� �- �� Applicant Signature b _ CD 0 Fax(516)765-1823 Town Hall,53095 Main Road N `r" Telephone(516)765-1802 P. O. Box 1179 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: 12- 1 0+ Building Permit No. a qq�-O 7— owner: Owner: tAanZI ZnC- (please print) (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. I (Plumbers signature) sworn to before me this I ST day of cem bei r9 a0c)q Notary Public, so'c a LCounty DORIS DAYTON NOTARY PUBLIC,State of New York No.4753763 QUalffled In Suffolk.County COntmlesion Expires '5'x-004 a cn r rJrrcf�c.rcJ'�c1� rMl IE 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS S S ITERS 5 S BUREAU OF ELECTRICITY S 5 40 FULTON STREET - NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 S S 5 Upon the application of upon premises owned by 5 cS 5 SFULTON ELECTRIC INC. *MANZI HOMES S 61 WINDSOR PLACE PO BOX 702 SCENTRAL ISLIP, NY 11722, ROCKY POINT, NY 11778 5 5 S 5 Located at 425 BIRCH DRIVE LAUREL, NY 11948 5 Application Number: 2018700 Certificate Number: 2018700 S 5 5 5 Section: 128 Block: 001 Lot: 009 Building Permit: 29940Z BDC: nsl1 S 5 5 S Described as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting of Cj Selectrical devices and wiring, described below, located in/on the premises at: S 55[, Basement,First Floor,Second Floor,Attached Garage,Outside,Attic, e5 S5 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 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 19th Day of November,2004. S 5 Name OTY Rate Ratine Circuit Tyne 5 5 Alarm and Emergency Equipment C 5 Sensor 1 0 Carbon Monoxide 5 5 Sensor 7 0 Smoke 5 Appliances and Accessories 5 5 Future Appliance Feeder 1 0 20 Amps S 5 Future Appliance Feeder 1 0 40 Amps 5 5 Furnace 1 0 Oil 5 Pump Motor 1 0 1 H.P. S 5 Wiring and Devices S Outlet 22 0 Fixture S 5 Fixture 22 0 Incandescent S SOutlet 67 0 General Purpose C, 5 Receptacle 36 0 General Purpose 5 5 Switch 27 0 General Purpose 5 5 Receptacle 1 0 20 amp Laundry 5 5 Receptacle 1 0 30 amp Dryer 5 Receptacle 10 0 GFCI seal 5 Service 5 5 Continued on Next Page 1 of 2 S 5 S SThis 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 SBY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 RITERS S BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 c� 5 CERTIFIES THAT S 5 S 5 Upon the application of upon premises owned by 5 55 5 SFULTON ELECTRIC INC. * MANZI HOMES 5 61 WINDSOR PLACE PO BOX 702 5 CENTRAL ISLIP, NY 11722, ROCKY POINT, NY 11778 5 5 S Located at 425 BIRCH DRIVE LAUREL, NY 11948 5 �5c 5 j Application Number: 2018700 Certificate Number: 2018700 rj 5 5 5 Section: 128 Block: 001 Lot: 009 Building Permit: 29940Z BDC: ns11 S 5 5 5 Described as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting of 5 C electrical devices and wiring, described 5 below, located in/on the premises at: Basement,First Floor,Second Floor,Attached Garage,Outside,Attic, c� 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 authority having jurisdiction, and found to be in compliance therewith on the 19th Day of November,2004. 5 5 Name OTY Rate Rating Circuit Type 5 5 1 Phase 3W Service Rating 200 Amperes C 5 Service Disconnect: 1 200 cb 5 SMeters: I 5 5 5 5 S S S S S 5 5 S 5 5 5 S S cS 5 seal S 5 5 2 of 2 55 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 S .E. 01/11/2005 14:02 6317440032 MANZIHOMESINC PAGE 01 January 11, 2005 "``'''� �� 0 Town of Southold Building Department Town Hall Southold, New York, 1.1.971 Re:425 Birch Drive Laurel,NY 11848 Permit # 29940Z To whom .it may concern: My name is Joseph. Pradas, I am the future homeowner of the house at 425 Birch Drive in Laurel. I ant writing to you to state that I will be doing the walkway at the said location. I will make sure that all ground level risers are equal to the rest of the steps. Thank you for your attention on this matter Thank o Joseph Pradas LOCATION:6317440032 RX TINE 01/11 '05 14:53 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 Data filename: C:\Documents and Settings\JEFF\Desktop\Manzi\2003_Jobs\030091-PECONIC BAY BLVD. (25')\Peconic bay blvd.rck TITLE:Proposed Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 11/21/03 DATE OF PLANS: 11/20/03 PROJECT INFORMATION: Peconic Bay Blvd Laurel,NY COMPLIANCE:Passes Maximum UA=387 Your Home UA=329 15.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 962 30.0 0.0 34 Wall 1:Wood Frame, 16"o.c. 2268 13.0 0.0 161 Window 1:Vinyl Frame:Double Pane with Low-E 215 0.340 73 Door 1: Glass 84 0.340 29 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 962 30.0 0.0 32 Boiler 1:Other(Except Gas-Fired Steam),84 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document isrconsistent ng plans, specifications,and other calculations submitted with this permit application. The proposed sys ed to meet the New York State Energy Conservation Construction Code requirements. When a Registered ped and signed this page,they are attesting that to the best of his/her knowledge,belief,and profess' 1 t,san$ specifications are inmpliance with this Code. Builder/Design Date W s 07349` �� A o�A�FESSIO�P�.` REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 DATE: 11/21/03 TITLE:Proposed Residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Glass,U-factor: 0.340 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Boiler 1: Other(Except Gas-Fired Steam),84 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ( ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ J Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ J Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ j HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) TOWN OF SOUTHOLD PROPERTY RECORD CARD /000 OWNER STREET VILLAGE DIST. ' SUB. LOT Al 77 � ri- a �i hive La FORMER OWNER N ACR. S W TYPE OF BUILDING a r u A w N6 -dog —A It v. SEAS. VL. FARM COMM. CB. MICS. Mkt. Volue LAID IMP. TOTAL DATE REMARKS �'-,501,p jX11doo D wf - i w ,c � WF ss At&l s Xi '�o k /a tl a�'r, Alable FRONTAGE ON WATER yoodland FRONTAGE ON ROAD .S"�1r %CKlowkiAd DEPTH lame pw BULKHEAD otal 1 it T-7' rt .ter Applicant/ /Ch Date. Owners Name: -Q,,,�� ( Ly,�a� Reviewed: S' 3 Architect/ Date Engineer: �, { � _ Submitted: Z 3 f__21- SCTM #: District: 1,000 Section: ._1_�Block: j_ Lot: Project -'sem_ Subdivision Location: �- `— Name: Sin&le& separate Required certification: (Yes/No) ZO Req. Req. _— Loning District: 11,0(size: 4(o s 'ui7 Acuial: (Lot coverage AZPropo.cd aU Req. ( Req. r a Req. J t j('ront Pard -�S Proposed: I (Side Yard Proposed: 13c� [Rear Yard Proposed _( • l Project Description: tiJ � — ` AGENC=ERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. (� �°"03 -o�S New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: -� Flood Plane Elevation??? Flood Zone: Notes.: ( , S_ L5 P"e Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 12/03/03 Receipt#: 18974 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Check#: 18974 Total Paid: $10.00 Name: Manzi, Homes Inc P O Box 702 Rocky Point, NY 11778 Clerk ID: BONNIED Internal ID:83652 765-1 802 BUILDING DEPT. SPECTION .-,JN [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � ec- DATE _ e,r"1, vINSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] F�ATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION REMARKS: DATE � p INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ JFO NDATION 1ST [ ] ROUGH PLBG. � [ ] UNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �'"� � � INSPECTOR 765-1 802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ 41]'ROUGN PLBG. i [ ] NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ FIREPLACE & CFIIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: A41f &mid 65 DATE INSPECTOR J 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [�OUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [v FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: a OLI QyA o l S C7�uf 5 r A,.t i I N•c 1 d tJ l`CC �'1 t h1 (N-t j DATE 2� °`� INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] OUCH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ) FINAL [ ] FIREPLACE A CHIMNEY [ ) FIRE SAFETY INSPECTION REMARKS: _ Z) t- [o 1 � DATE INSPECTOR �99 � o z 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING X FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: O r DATE I I l � � � INSPECTOR r, VMtD:V*7RCTI0NREPORT DATE CO1VIlViE1VTS JQ FOUNDATION(18T) p C FOUNDATION(22ND) 1 0 � ROUGH FBAIMI G& ° (• v`^' ` 13 0-t , (oo ti • h!N C,N ` l �M�,s C T INSULATION PER N.Y. STATE E•NERGy CODE FINAY, ADDATONAL COl O x BUILDING DEPARTMENT ""�Luvv rr,�vu i r�rrli�,t�t tvly �t1�Llu,t�� TOWN HALL Do you have or need the following;before applying SOUTHOLD,NY 11971 Board of Health TEL: 765-1802 3 sets of Building Plans ``�e Survey PERMIT NO. �� f Check Septic Form N.Y.S.D.E.C. Examined 20 a2 Trustees Contact: Approved /2-, ,20 03iC�ie��e Mail to• 7PS.Sc>G Disapproved a/c _ Phone:— -CI j1) —Zt Building Inspector APPLICATION FOR BUILDING PERMIT I 3 2003 Date , 20 G W INSTRUCTIONS LZ-6-s-alyplication MUST be Completely P Y filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupant is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the.Building Department for the issuance o�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,housin code,and regulations,and to admit authorized inspectors on premises and,in building for necessary inspections. h (Signature f applicant or name,if a corporation) �• © �©k ?Ooh �cCL � -• (Mailing address of applic ) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or.builder Name of owner of premises (as on the tax roll or latest deed) If ap icant is a co ration, 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: t l a5 e7l, l On A House Number Street Ha&let County Ta;Map No. 1000 Section 1 _ � � Block C Subdivision Filed Map No. ' ' Lot (Name) - . . State existing use and.occupancy of premises and intended use and occ pancy ofproposed construction: a. Existmg use and occupancy _ l C b. Intended use and occupancy. ✓1 a � S Nature of work(;heck which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) Estimated Cost oZ Q Q O ©<O , 01 Fee (to be paid on filing this application) If dwelling,number of dwelling units I Number of dwelling units on each floor If garage, number of cars ,2 If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures,if any: Front Rear_ Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Dimensions of entire new construction: Front 61 ' 4 ` Rear G a Cl Depth a.5' Height r 6 1' Number of Stories Size of lot: Front 3-5 r Rear 35 Depth b 0. Date of Purchase 7 1 fr 0-1 Name of Former Owner, k i C" k.I-e-�+ 1. Zone or use district in which premises are situated 2. Does proposed construction violate any zoning law, ordinance or regulation: 3. Will lot be re-graded Will excess fill be removed from premises: YES NO 4. Names of Owner of premises f!�Gnz �s Address-P•o C.jk_ ;�c a_ a.P Phone No. �4 U-10 3 9 Name of Architect7tVIP T &�._1ke r- Address F o %ai_ 43v A0-chG%Phone No oRO 4--J-O Name of Contractorlaa. 0 �i`n c Address??o Qo- god i?P Phone No. IN- i(?39 5. Is this property within 100 feet of a tidal wetland? *YES_ NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAYBE REQ—�—UIREDD 5. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. TATE OF NEW YORK) SS: OUNTY OF ) G-Z til CK C being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, ',)He is the Pre S ►Jen'I (Contractor,Agent, Corporate Officer, etc.) said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; at all statements contained in this application are true to the best of his knowledge and belief; and that the work will be :rformed in the manner set forth in the application filed therewith. vom to before me this of 20b3 vVg, Notary Public Sign&ure of Applicant FREDERICK J.NAPOLITANO Nay Pub11%State of New Ycdc Qeg.No.01NA6089519 ~In Suffolk County,2o,* Commission Expires March 24, Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 01/11/05 Receipt#: 22147 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 22147 Total Paid: $10.00 Name: Manzi, Homes Inc P O Box 702 Rocky Point, NY 11778 Clerk ID: BONNIED Internal ID: 105540 TEST HOLE Ground Surface Elevation 30.0 2.0 Brown Loam(OL) 17.0' 4.0 Pale Brown Fine to Medium Sand(SP) SD 13 '30 �•� /.�0. DO , �_; i 11.0 Pale Brown Fine Sand L ., _z Q ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 r :; OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY.. Test Hole by McDonald Geoscience 8/01/03 The existence of right of ways,wetlands,and/or easements of record,if any,not shown are not guaranteed. =i i Elevations are in assumed datum. Septic and well locations are by owners. O 0 N rA � ,ems/oE�vc� o 7E"9— - o•3E. a (0 Si ) \ � � 02rr✓� �` 0 3 V WELD 5 h w. 0jV N 1\,1506 /3 '.30l�Gt/ \ �EF'ric M ,yes/ ; NCE Certified To: Manzi Homes, Inc. v e spa®� Map of Described Property Situated at Laurel Town of Southold, Suffolk County,New York District 1000 Section 128 Block 1 Lot 9 a cc.vF� fela; Tr l� Er.:i �,r H'Z^,,,[ ', ,;r�r -Area= 18,525 Square Feet � ^,, CO N r r!C 3Pi 'FOR A - ':a `� 'a1'� `'V' r"` 0 LY ANTHONY ABRUZZO R.L.S. REGISTERED LAND SURVEYOR t!J 2d /� d�-�// 12 Monroe Street r. [v�. Rocky Point,New York 11778 j 1k'( ,` i tl 's I�;'$ OF lam`.' '� ONO J +6 "b ` (631)209-0676 I v SURVEYED: July 31, 2003 -�C:Xi�iF;E s i-; YEARSVP IM DATE Cr APPROVAL Scale: I"=3 Fil o. M534 TEST HOLE Ground Surface Elevation 30.0 2.0 Brown Loam(OL) �be C 6 17.0' 4.0 Pale Brown Fine to Medium Sand(SP) N Soo /3 '30 „al i.9o. 00 11.0 Pale Brown Fine Sand Q ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED Test Hole by McDonald Geoscience 8/01/03 SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY.. The existence of right of ways,wetlands,and/or easements of record,if any,not shown are not guaranteed. Elevations are in assumed datum. Septic and well locations are by owners. O � d^ 0 \h 6500/3 3 �6 05 00 Q - J N i kn An J 0 4 o m 3 ,2�S�OEnIc� V m a 3� o•SE � U � o U /00—W ,oRl✓e.,AI l Y ,ecs/oc—AGE Certified To: Manzi Homes, Inc. -p o o - w6 - Map of Described Property Situated at Laurel Town of Southold, Suffolk County,New York SDistrict 1000 Section 128 Block 1 Lot 9 Q q � Area= 18,525 Square Feet ANTHONY ABRUZZO R.L.S. REGISTERED LAND SURVEYOR 12 Monroe Street A Rocky Point,New York 11778 * * (631)209-0676 SURVEYED: July 31, 2003 o N u" �° PROP HDUS�' GOC.gg7"/ON �E>//SEGS%P,Pof yoUsE /2 / 43 Scale: F'= 30' File No. M534 TEST HOLE Ground Surface Elevation 30.0 2.0 Brown Loam(OL) 17.0' 4.0 Pale Brown Fine to Medium Sand(SP) N So G /3 .3o 11.0 Pale Brown Fine Sand Q ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED Test Hole by McDonald Geoscience 8/01/03 SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY.. N, The existence of right of ways,wetlands,and/or easements of record,if any,not shown are not guaranteed. Elevations are in assumed datum. a Septic and well locations are by owners. O m h 6 05 N 0 3� Q SEI�IG j W o �i• � 3�,0 �.� W U GVEGL W. 8 = 2 � 2;v. ivi¢F N. p.SE. CD Loll /3 �30 al .05.oo ,�csioc—�cE — Certified To: 1 Manzi Homes, Inc. i ! l.UECL Map of Described Property ' Situated at Laurel Town of Southold, Suffolk County,New York District 1000 Section 128 Block 1 Lot 9 Area= 18,525 Square Feet ANTHONY ABRUZZO R.L.S. REGISTERED LAND SURVEYOR 1500 Hortons Lane Pain * 101 40 Z Southold,New York 11971 (631)209-0676 SURVEYED: July 31, 2003 t * FOUNDATION LOCATION: May 13, 2004 Fr'EV%SEo-'P,Qof' youSE �2 / 03 Scale: I"=30' TEST HOLE Ground Surface Elevation 30.0 2.0 Brown Loam(OL) 5 b C H 0/4C / v 6 17.0' 4.0 Pale Brown Fine to Medium Sand(SP) N X5-0 /3 '30 /'M/ /moo. o0 11.0 Pale Brown Fine Sand Q ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED Test Hole by McDonald Geoscience 8/01/03 SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY.. \ The existence of right of ways,wetlands,and/or easements of record,if any,not shown are not guaranteed. Elevations are in assumed datum. Septic and well locations are by owners. O Ild N o. rc 2�Si0E�C� w U v \W " �u V Esc �o�iYc� til J g 0 q, z w�4L UJC L o � D _ 13 30 00 ,e�S/DErt�G� f e GVEC.L SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Map of Described Property APPROVAL OF CONSTRUCTED WORKS FOR Situated at Laurel A SINGLE FW&Y RESID CE Town of Southold, Suffolk County,New York DatL�EC 2 3 2004 H.S. Ref.No. x11 d -0.0/1-57 District 1000 Section 128 Block 1 Lot 9 The sewage dispossal mid water supply facilities at this Imbon have been Area= 18,525 Square Feet_ inspected anOIor cerched by this Departme t or other agendes and found to ANTHONY ABRUZZO R.L.S. be satactory FOROA MAXIPr° OF BEDROOMS.Of REGISTERED LAND SURVEYOR ` 1500 Hortons Lane Walter J. Hilbert,P.E., le Southold,New York 11971 Office of Wastewater Management ' (631)209-0676 " SURVEYED: July 31, 2003 r f """"' ¢` FOUNDATION LOCATION: Ma 13, 2004 w ?Gi ti'r t!. CJT_�u x y S. LI�t� Y,..m h �1. PAG < � � :� FINAL SURVEY: October 29, 2004 3 ? alas* Offsets and house measurements are to the foundation. Scale: 1"_ DESIGN CRITERIA *THESE PLANS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET)• TABLE R301.4 MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) WIND SUBJECT TO DAMAGE FROM WINTER ICE SHIELD USE/ GROUND SPEED .EXPOSURE SEISMIC FROST DESIGN UNIDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF USE LIVE LOAD SNOW DE51GN LINE LOAD (MPH1 GATAGORY GATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION EXTERIOR BALCONIES 60 MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE - 33.2 pef EDGE ZONE - 25.6 pef FIRST FLOOR - 2116 SOFT. DECKS 40 45 pef 120 B C� SEVERE 48"'�¢ TO HEAVY MODERATE II rE5 FIRM MAPS 40 pef 20 pef INTERIOR ZONE = 26.6 pef INTERIOR ZONE - IB.5 pef R-3 290' SECOND FLOOR = 515 5a.FT. TYPE v PASSEATTICS WITHOUT VEHICLE GARAGES 50 ATTICS WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 OPENING PROTECTION BY SEE DETAIL SHEEP FOR ROOMS OTHER THAN SLEEPING ROOMS 40 Z WOOD STRUCTURAL PANELS HIGH WINO CONNECT(ON SLEEPING ROOMS 30 CONT RIDGE VENT PERSUANT TO 1609.1.4, SEE REQUIREMENTS STAIRS FASTENING SCHEDULE ON GUARDRAILS AND HANDRAILS 200 DETAIL SHEET IN THIS SET WOOD FRAME CHIMNEY - _ - - -" [ - - - _ - - - - - -- - - -___ - — - - _ - �9 WITH VINYL SIDING - -- -_-- -- -=r ASPHALT ROOF SHINGLES (TYP) ^�" ---- _ -`--- NT DONT RIDGE VE - - ___- - — _ —_ — TOP OF PLATE _ w OPTIONAL GR — ly - (ACTUAL PATTERN MAY VARY) --- - - - - OPTIONAL - - SHUTTERSEl TOP OF SIIBPLOOR ' VINYL SIDING ITYPI w - - - _ - - - - - -- — TOP OF CEILING T 0 ® ® W J - -- - ® � � � TOP OF SUBFLOOR , TOP OF FOUNDATION - - L m m O I --------------------------o P C. _ P.0 FND. WAL ------------------- e. --------------------------- _ __ ___________________ 3' FIND. WALL 7 S '1 30 DEG MAX, ___-----_-_�-�-- ON I6' x B" P.0 FTG. m X ON 16" x a, P... a LL i i i ED TOP OF FOOTING --------'-------------------------- - '------------------ FRONT - ' - -- - - - - --- - -- - -- - ---------- F- 0 w uOf FRONT ELEVATION LEFT SIDE ELEVATION lu12 � o - - - a TOP OF PLATE - _ - - _ - _ - -_ _ - - -_ - - - I ON - — --- - - CERTIFIC�T El El ON PLUMBER CON ETN BEFORE - - N _ — — — _ U - _ JEFFREY D. - _ ® STEP FLASH P AILD SOLDER USE0� 1'FlT ER y JEFFR G & , �I e( EY T. BUTLER, P.E. UPPLIYC• OT 4 1 - .- -- � L CONSTRUCTION SHALL m - ' QUI9EVENTSOFTHE °m 4 _ -- EET THE RE w - _ CODES OF NEW YORK STATE. INC TOP OF 5UBFLOOR /VINYL SIDING (TYP) I y�ASTE �.L� TOP OF CEILING __ $LW ATE IN ' NEED Q �' U O ---- - -- - -- _-- --- -- - - - - _ _ - _ _ - - - ---- - _ - _ -- - tEStINGS 0 Eh1 o ' EF J � - �, �1 7 UNDERWRITERS W 'Az - - E D a - FLOODt?� _ m - - - A DUTAE - - - - - - - - - - - - - _ _ - M WITH r a • _ _ - _ ; U. COP 'LY WITH ALL CODES OF (4000 DAMAGE- r O j - - - - SOU O RK STATE CODE - - - ELLJ _ _ `NLLJt ` n ' Lu RED AND CONDITIONS OF (n w o - - ' P ff ,li - - _ � �D 3QUTMDLDTOWN ZBA u R 0. RG - - -- - P OF F BNLooR r4+ SOUTHDLDTOWNPLANNINGBOA 0 i 0 - - - -- - - --- - - - w _ - uzHo�oTnWNlauSTF-Es .rRRROVEDA ED fr o - - - DATION ," ;� ^ Z -L-M OCEED WITH DATE: Z B.P.i '�s LL z FRAMING UNTIL SURVEY FEE: D BY: ° 1 OF FOUNDATION LOCATION NOTIFY BUILDING DEPARTMENT AT GO j j I HAS BEEN 7APPROVED. 765-1802 SAM TO 4 P FOR THE ----------------- --------- 6" P.C. FIND. WALL I-------------w�iUp l�-�L-1--vR--------FOCLOWMGIN -o-TWOTX ON 16" x e' P.a. =TG. ', 1. FOUNDATION-=TWO AEOUIREO USE IS UNLAWFUL FOR POURED CONCRETE STEP FOOTING-_:--. 2. ROUGH - FRAMING 6 PLUMBING PACE . 3o DEG MAX. __.:__. ! W'1 tHOUT CERTIFICATE 3. INSULATION r E :_T ___ - - - - TOP OF FOOTING FINAL - CONSTRUCT( ST I a ON MU --------------------------- ----------- -------------- ..Ici+i (� 1 '---'----------------------------------------------------------------`------------------------------------ -`- --------------- ------------------- ��__hJ'vVU-ANe--------- "-BECOMPLETE TDAC:O. REAR ELEVATION RIGHT SIDE ELEVATION Aua°NSTRL"�ION SRALLRE4 REQUIREMENTS OF THE COMEET OF YORK STATE. NOT RESPON I DESIGN OR CONSTRUCTIO 4" /TR 3" --------- _ 3" LAV v W.G. TUE/ W.G. TUB/ SHOWER 3" i SHOWER SECOND FLOOR 2" 2" 3^ _________3____ __ A✓ SINK W.G. W D.W MAIN FLOOR T 2„ m A 3" FAI 4" TO AN APPROVED SANITARY SEPTIC SYSTEM v RON HOUSE TRAP a m PLUMBING RISER DIAGRAM (NTS) � m �. 62'4, ►1- �Ir 2'U IN -------- 13- — y,p„ zT a' n' UJ m s J � - "� I- srq :3 xZMIAa O Zan -------- - --- --- MO-----------------------------------"-----------------"---- O Y�l 0 a -------------------------------- ------------ - ---------- -------------------- --------- ----- 2B2511 VERIFY IFT M.O _ - x e . 0 . I. . x . . . . - UJ ________________ __i _________ - f - , 1 � ____ 1 J ---' DROP FOUNDATION 16 4- P G ♦ BELOW GARAGE FLOOR m V a PIED. i__i_________I TYP a Li ;s/e' F.C. GWB a EXCAVATED CELLAR O UNEXCAVATED GARAGE ------OVER FURNACEFI.1 1'' e ' m - PER CODE • Q Q PROVIDE V2" ANCHOR BOLTS, 23" ON 4" P.G. SLAB `_9 ♦v 4" P.C. SLAB -7) W z I'0" FROM EACH CORNER AND • - 1i G"xb" 10/10 W.W.M. w ` 0---' A Q CENTER oe - ON 4" TO FILL s 'i FURNACE ' d � 1'0" FROM EACH SPLICE IN SILL PLATE r ;� O tt SEE DETAIL SHEEP FOR ADDITIONAL INFO d PITCH TO O.N.D. �r p p . VIE�`IN�GINEER: ' OOT ING,BOLT _ 1 r_____________' TTML ABO ,ETT'.'P COLUMNac�U ' J' 11" 1' OOTIMc�,BOLTVOOWI'iN II v III P4 'Y 7 U AP Z % 17" P.G. I uI Ni. �1F 4C i TYP i i 'r i -o 1; J H L. GIRDERii . i t JI L-- -_ 111„RIDGE VENT 2-1 3/4"x11 l/a313/4"xl 11'6' SHINGLE RIDGE CAP— 2-1 3/4'XII T/0° r 2-13/4"x11 0" G2-13/4xil l/6" MGT/ - - - �1• L. GL. -M.L- IR —W • Y 07 " 1 w • EXHAUST AIR ',o BEAM POCKET —\ GROUT SOLID 5}(1NGLE8 ___ BEAM POCK ♦ �, ; I ROOF SHEATHING RYP.1 U a GROUT SOLID r FELT PAPER! JEFF •JEFFREY T. BUTLER, P.E+ O --'a • 91 L o O RAFTER ,�' • 4 4 ( _ - I O tt "� _ DROP FOUNDATION w n z n a Q 1 / BELOW GARAGE FLO v U O n 4 w � !.�/ = 4 r rI D - ----------- ----- ---------------- --'--"�-___------___------- Z i a Q ' z — w ci I 3 VERIFY M.O. 'JERIFY H O. 1 I ' I s 1 RIDGE BEAM •o 13'4 3,4" 4'4" 3.w.. i � . � T co + I r yQ 4/ tl O RIDCxEVENT DETAIL --------------------------- ------------ --------, ♦ --------- ----- ----------------------------------------- w o fA W o 0 a o 0 O t r ' � 9E 16'61, 2'4" Z � w 23'4" 0o � t FOUNDATION PLAN SMOKE DETECTOR INTERCONNECT PER CODE PAGE :/� //►► SEE DETAIL SHEET FOR / O� 4 NIGH WIND CONNECTION (� REQUIREMENTS - 1 WINDOW AND DOOR SCHEDULE. - 1--' --"---- —'- - '-- ---- ----- - OPENING PROTECTION BY WOOD STRUCTURAL PANELS VERIFY ALL ROUGH OPENINGS WITH ANDERSEN PERsuANT TO 1vo5.1 a, SEE ' WINQOWS ARE TO MEET DESIGN PRESSURE OF 40 Fi FASTENING scHEDULE ON AND TO HAVE A U VALUE OF 34 DETAIL SHEET IN THIS SET PRODUCT CODE SIZE SHUTTER SIZE COUNT TW2032 2' 136" x 3' 416" 2' 5' x 3' 8" TW3032 3' 111 x 3' 411" 3' 5" x 3' 8" TW3046 3' 2.1 "X4 914" 5'X5' I" 8 MEETS EGRESS CODETW3 -I TW2062 i 2 . x 5' 411" 1 3' 5' x -T10'I 8 MEETS EGRESS CODE "X3' 8T1" 2' 10°X4' O" - - - --- — 5 B- - -- - -- - -EX-TORI—OR 9 LITE 1 5' 2" X 6'8" W/SIDELITES x -10 I - ! MEETS EGRESS CODE 0 EXTERIOR 9 LITE 3 O° 3' 6' x TO" MEETS EGRESS CODE w I panel-MODIFIED B' O" WINDCODE° 2 PS6 6' O"X 6'8r' 6'6" X '1'0" 1 MEETS EGRESS CODE �I A31 3'O'r X 2b' 3 6 X 2'6" ---._—�.. - 2 -- -- ---- - { / — I RR310 I-I ryinim.m opening area. All emergency escape anq rescue m opanings eh I' raee a orrmum net Clea- opentr9 or 5 ' square feet O 53G m v ExCEP-ION Graoe ^oar ocertnge sM mage a r cru e. ,es / r r m Qe3lc .: `*uni mem :cpm,^o nc Vin: -^s *<r n,. r,e. =,e3 coe .•a re �• era ro =+ -ersea &L r,rt' RR3.'w^1.. •• .mur• opsr.rv3 +.drr. ro mur vc -.sn cic fie. •e erW�' be � I+cbs 'SCC mr', i RR31C-I x OperMlona consval.nn Er'eraency ev_ape a•ner..e dp"f e' a Lj be operm+oral from ine 1rs de of :ne roor wnhoui the uea or keys or cools- L ---- - ---- -- - ------ - w, uj- m h„a.. - - -- - - --- --- -- - - - -- - -'I e' T, y11„ T ", �10 �nx lu m s H ora — - - --- _ I TW3052 TW3052 ST P P86 TW3032 TW2032 - - - - - - - M x z LL (�'� - - - - - - - - -r 2-2x10'HDR - - - -- - - -- --- - m Q O ppR 7 w m b Za Uig 873 ca I -- -- FAMILY ROOM 3' u R a �p rc4 PREFA GLC. HGT. LLBREAKFAST KITCHEN j a � a m II O a BR (� - -- --- - �_� 2_CAR GARAGE WOOD s o LL D B, ZERO CLEARANCE • 8'O" GLC. HGT. $O° GLC. HGT. ' WOOD BURNING FIREPLACE - • • • x WITH 20' HEARTH PER CODE (NFPA 2111 m CO 5/8° F.C. GWB ON WALLS 1 S;� W LLi Lu J W :-� Q7 p W AND CEILING PER CODE I� PROVIDE FRESH AIR INTAK-c U AND GLA55 DOORS PER CODE OC n o ✓ERIFY 51^E " 'a -- X I - - L/ N C .ENGINEER2x1 BEARING WALPC) W Z-I 324RgDGE ABOVE GIRDER � Z-I 3/4" x II VB" - -- - - � - L. GIRDER SE OF NE{y S' L INSULATE STAIRWELL 2-2x10 HDR 2-2xIO ND �_� L r' 2-1 3/4" X II 1/8" M.L. HDR. 1 " -- - - _ - - - O�U * „ ! 4. 3 0" o" BETEG WAL I z 19 u o LIVING ROOM • o o DINING ROOM 0 � ,VEEFREI' T. TLER, F.E. 8'0" CLC, HGT. _ IN n O k LIGHT t VENTILATION SCHEDULE: - a ° 8'0" CLG. HGT. LLI — - 3x12 HDR - -HDR U N ROOM o - - - - - FLOORO-AREA PROVIDED REQUIRED PRO JIDED VREQWRED a I b O r 5 FOYER - �' 8 x h 4H17- - �� B _X l"�OHD 3 (60.FT. 1 f6Q FT. f5G7IDE i ,r. _ _ _ 2-2x12 z LIGHTING LIGHTING VENTILATION FIRST FLOOR - - - - '-H U' _ } O O Lia - _ _ o I -- (SQ_-r_! 1 1 ri, r m _ 2x10 8-1068 TW3052 -{� rW3052 — o �W3052 TW3052 - _ 7 - - --- - - - z - �' 1068 3C{6 Q J FR/KIT/BREAK C 41 -- - - ` - - T - - - 612 3i.8 26.8 IE.4 0 :ZiP.C. STOOP j k Z Q I W V � LIVING ROOM 175 25.2 14.0 - - - 12,2 to DINING ROOM 175 25.2 14.0 12.2 y Ts' --__ h I0 _ _—�) II 10, ir -____--- � -_- - 101, - --- - t- - i-') '—__'1— 39'0" '1 4" ,,i J"• OFLOOR •.1� -- _ -- - _-- -- - ---- - ----- - -- - -- -^ - ._-_ __ - _--___- a zJUL n •-w- zmBEDROOM s2 114 21,4 ' BEDROOM -3 155 21.4 12-4 1 .6 E.2 FIRST FLOOR_ PLAN BEDROOM •d 1 Ibl 21.4 13 4 - -- - - - - -- - - ----- -- -- - -4-- -- - - LIVING AREA = 962 SQ.FT, II' ' MASTER 2n I 21-4 - ----- t8.1 I'.6 9.1 GARAGE AREA - 498 SQ.FT, BEDRoon.- -- --. --- NINTERCONECT PER A t - - - -- _ 39,0" 2' IU" _ - --- --- -_—_—_ - ._ —_ --- - --__--7�0., __- --6 A31 TW3046 - - - - -TW3046 - - - - - - TW3046- - - - -- — --- -- - -- TW3046 —�— :T5' 111" -- 11 --.— 12' 6" I BEDROOM 402 N OBATH ATTIC ! GL BEDROOM m3 'I m B'O" CLC. PGT, _ ACCESS a 0 2. 0�� _ ry . r - - _ _- - - .- - — - FIALF WALL - 3_2X10_FLUSH _ DR. 7-2x10 N a R 2x12 RIDGE PER CODE _— - -- 4. 0' - OWN / p 4'Ib - --- h — U - - 2 4" - 1 — o MASTER BEDROOM a ,0 BEDROOM N4 I o m e'O" GLC. NGT. '� / m —� _ U BATH Z u � B'O" GLC. HGT 1 2n GL i _ n -- -- - - - - - --- - - -- - — - - -- - - - m 13!b� , 13' h" ;I„n !_ F T,L3046TW 3046 TW7436 -- -- -- -- .-_ _- - - - - - - - - - - - - - - - - - - - TW3046 - - - - - - TW3046 - - - - 1I 4' U" 410.. —�_-- - Ts, w� 39' 0" ,r SECOND FLOOR PLAN W 0 '0 2X17 RIDGE / " hyf`� I r, 2XIG RdFTERS --"- - - " � � 12' CDX SHEATHING LIVING AREA z 940 SQ.FT, x• - ♦ S ELT SMOKE DET Gmt41� X ASPHALT ROOF SHINGLES fp Toa CONT RIDGE VENT INTERCONNECT PER CODE IR.l a SEE DETAIL SHEET FOR I H 6 W N NIGH WIND CONNECTION a 2x4 C.I. a 32" C.G. REQUIREMENTSJ w Q 0 N O a ATTIC L . l�U I R-3C .Y$..LATYON TOP OF PLA-E — — u - 2x4 STUDS F2-13 INSUL4T10N BEDROOM •4HALL '!'a' cox SHEATHING -I/EK HOUSEWRAP n J 4NYL 51DINS d TOP OF &ZVt00R — — 3/4" BUISF `! TOP Of 0EJEFFREY T. BUTLER, F.E 7LIN6 — — j� 9n W2 GWB Y US m O = KITCHEN FCYER Z' ° ff W 0' ° O U), ror TOP OF SUiSR ooR — — 3 <' SU�_OOR W Z ` Q In n o U TOP OF FOUNDATION — — R-3C N$I.LATIONy Q Z Q 1 PITCH GRADE W' LU AWA" FR0*t �� 2-I 3 a M1 ',8 O� a O FMNDATiON ,♦ CELLAR n/ o p x HSR- LL JITH 3 SrEEy GC_ O It ' _NPC =s /� m v - O - cr a o 4" v✓.B �. 511 6 =� zz' FOP CF FOOTING �0 C FOUVD U .w 8 rr�-' B-x✓e GOVG. FTG ..� ' SECTION A-A GnncR.GGF era:; GRdDE PAGE : ---- -- 4 of 4 FACE OF FOOTING 2.4 CONTINUOUS LATERAL BRACE AT b' O.C. TABLE 1609.1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE TRUSS OR CEILING JOIST FOR WOOD STRUCTURAL PANELS T-IOd NAILS GABLE END TRUSS FASTENER SPACING IL 2 FEET 4 FEET 6 FEET PANEL SPAN S PAN FEE NEL PAN S PA6 EE NEL PAN ( PA8 FEE NEL PAN I m FASTENER TYPE m p I y W II II W +i L 3 WOOD SCREW$ II LL I 10-ad ♦ / _3 7 NAILS 1/7 a Ib" Ib" I6" 12' WOOD SCREWS \, /��\j� H/3 BUT NEED NOT N 5d COOLER NAILS AT 10" O.G. a. THIS TABLE BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND < EXCEED 40 FT. MAX. MEAN ROOF HEIGHT OF 33 FEET OR LESS. H/T BUT NEED NOT \\/� BRACELOC OLED TO E4CN b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. WITEXCEED 15 FT. MAX. - I- 0. NAILS SHALL BE IOd COMMON OR ITd BOX NAILS. GYPSUM BOARD d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATT41DWED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM Sd COOLER NAILS AT T' O.G. TO GAUGE STRAP WITHDRAWAL CAPACITY OF 490 POUNDS " a. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF l/Ib INCH (II.I 10-bd NAILS AND A MAXIMUM OF a FEET (7430 mm). O r. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT FOUNDATION CLEARANCE FROM SLOPES HARDWARE PROVIDED. 9. TABLE FROM SBCCI - I999 EDITION. FIGURE R403, 1.1. 1 ENDWALL $iUD9 GABLE ENDWALL BRACING (WFCM FIGURE 3,6a) m 4 EXTERIOR OR BEARING WALL TOP PLATES ENDWALL m J019i STUD A A NOTCH GREATER THAN 50% OF THE PLATE WIDTH BLOCKING BLOCKIN 6C\ }I Ibd NAIL AT 24" O.O. GYPSUM BOARD uj OF S'TL'D D'f�U I Ni GAGE [0.054'1 AND L5' WIDE I METAL TIE ACRO55 AND To EACH RECTION A-A E'E' MI! TC EDGE SIDE OF THE NOTCH WITH 0-Ibd NAILS EACH SIDE {(�/ F X 5/8' MIN. TO EDGE WOOD STRUCTURAL PANEL /„ W FLOOR BRACING AT END BAPS NSTAL ED IN ACCORDANCE LJM w lE NOTCH MUST NOT E1cC� TOP =LATES ad NAIL 4T 6" O.G. WITH NAILING SCHEDULE 4 40t OF STiIIJ DOTH (ALL PANEL EDGES) ca ITABLE 3.1, WGFM HIGH WIND EDITION) 1 f (WFCM FIGURE 3,6b) 1 0d NAIL AT IT O.C. ON ALL PIPE FRAMING MEMBERS NOT ATca PANEL EDGES BORED 0 • )rE^. HOLES SHALL Not !a) OUTSIDE CORNER DETAIL BE LOCATED IN THE SAME 06 NAIL AT 4" O.G. m Z W CROSS SECTION OF GUT OR '' lu NOTCH 1% STUD TOP PLATE FRAMING TO ACCOMMODATE PIPING Irt YOARD � ad NAIL AT b° O.C. (O (ALL PANEL EDGES) (K a NOTCHING AND BORED HOLE LIMITATIONS LL NAILS BASED ONLL FOR INTERIOR NONBEARING WALLS SHEAR WALL REQUIREMENTS w OD STRUCTURAL PANEL (WFCM 1995 SBC HIGH WIND EDITION, 3,4,3,1. 1) r TALLED IN ACCORDANCE Ibd NAIL AT 24" O.C. H NAILING SCHEDULE -- DI CEILING CENTER Tx BLOCKING BLE 3.1, WCFM HIGH WIND EDITION) DIAPHRAGM RAFTERS AND COLING REQUIRED ON SHEATHING JOINT NAIL AT 6" O.C. ON ALL �f IVCD P AMING MEMBERS AT PANELJOISTS OR APPROVED 15/3] WOOD STRUCTURAL PANELS L ,.ROOF TRUSS GES AND 17' O.G. ON ALL ON GABLE FACE AND ON WALL BELOW FRAMING MEMBERS NOT AT BASED ON SHEARWALL REQUIREMENTS PANEL EDGEScl J 1 TOP PLATE- c TOP PLATE SECOND stoRr SEE DRIwNG AND !bJ INSIDE CORNER DETAIL � ; ", NOTCHING PRQVI$ION$ GABLE ENDWALL, BALLOON FRAMING EXTERIOR CORNER FRAMING �;�Fess:° a"a° JOIST T PERMITTED TD PREFERRED METHOD STT I BE GUT OR 40TGHED JEFFREY T. BUTLER, P.E. TOP PLATES FLOOR JCI$'- BETWEEN THESE LIMITS WALL STUD- ' BOTTOM PLATE SEE DRILLING AND ^ SEE DRILLING AND NOTCHING PROV1810N6 NOTCHING PROVISIONS WFCM SECTION '3.3.1.1.1 WFCM SECTION 3.4.1.1.1 1 1/3 SPAN 1/3 SPA I JOIST ENDS TO BE „N STUD C i BLOCKED AGAINST f. - T ROTATION IN ACCORDANCE ROOF FRAMIN DOUBLE TOP PLATE 4" WAL 4AL �:6NW4 4 O WITH WFCM 3.3.1.3-END RESTRAINT d) uj DOPED NO4f MAX FOR BLOCKING AND 3.3.1.4 BRIDGING DIAMETER V 40A TOP PLATE BAND JOIST AND BRIDGING � % ,y OF $TOD 00-TW OR BLOCKING SEE WFCM SECTION 3.3 x 1 i 1 Z IR g S/S" MIN. TO EDGE BEARING T u WALL KR PLE a tJa� TYPI AL TI" CLEARANCE 30" y CONNECTORS t1 HEADER I Z4" CLEdRANC co 5/0" MIN. TO EDGE A A REQUIRED w FROM or O LAP JOIST 3 IN. MIN, OPENING BOTTOM PLATTE LAVATORIES ul Z NOTCH MUST NOT EXCEEDBANG JOIST WATER 4 7 Q/ T5% OF STUD DEPTH OR BLOCKINGSHOWS 1— ^ O NOTCHES SHALL NOT BE JOIST HEADER STUDS FULL LENGTH CNOSET ' a LOCATED JN MIDDLE ONE-THIRD IS` Q ^ I OF STUD LENGTH SILL -LATE WALL STUDS .1• OR BIC_-T 4 IPFLE IS BETWEEN 40a. AND bC14 CRAWL SPACE NOTE 3 O SUBFLOOR OF ST'LC DEPT-I, THEN STUG "NST BE OR B'L'S�� APTLEACH°END OF LEADER�4N D ~ BORED HOLES SHALL ME FOUNDATION ------_--_--���-- -- AT BOTTOM OF HEADER SttUDS IN TUB �' N" • a BE LOCATE) M THE SAME DOUBLE AND VC MORE THA4 TWO T r GROSS SECTION OF CUT OR SUCCESSIVE STUDS ARE DOUBLED ' i `N�'UPLIFt I i ADOMON TO CONNECTORS AT y NOTCH IN STUD 50 BORED GC�t♦NEGiQ WALL STUDS AND AT TOP AND a R�fNUIR� BOTTOM OF CRIPPLES TI" CLEARANCE TI" CLEARANCE A S I I I I I q NOTCHING AND BORED HOLE LIMITATIONS PLATFORM FRAMING INTERMEDIATE T� BEARING WALL FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL WALL, FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT ����: (WFCM t95 SBC HIGH WIND EDITION, 3.4,1,1,1) WATER CLOSETS CONNECTIONS FOR OPENINGS FIGURE 8301.2 of 2 MINIMUM FIXTURE CLEARANCES I i 120 MILE PER HOUR ZONE - NAILING: SCI-{EDUCE The design of this structure is based ypon the prescriptive approach using the GENERAL NOTES, Wood Frame Construction Manual, High Wind Edition (WFCM)published by The American Forest 1.All work shall be performed in accordance with all slate. (TABLE 3,8 WFCM HIGH WIND EDITION) and Paper Association. (1995) municipal,local zoning and building codes and ordinances ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS (TABLE 3.1, WFCM HIGH WIND EDITION) Non-structural elements are based upon The New York State Residential Code-January 2003 having jurisdiction and best standards of constmcdon For the Climatic and Geographical Design Offers, see Table R301.2(i)on (1 cover sheet. Practice. MPH 3-5ECOND GUST •b0 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1.2.1.31 All non-engineered lumber to be Dougles Fir#2 or better The Amended Institute of Architects Conditions shell apply STRUCTURAL SHEATHING MAXIMUM NAIL SPACING JOINT DESCRIPTION Wind Umitatons-Section R301 2 1 to all work performed on this project SHEATHING LOCJ10 STUD SPACING NUMBER OF NAILS NAIL SPACING Design Crderia-Section R301 2 1.1 (See Table R3012.1,2 for Wind-Borne Debds Protector, 2. The Contractor shall verify All conditions at the site. Any (SEE NOTE nNCHES, O,C.J OR PANEL SIDING FOR Sd COMMON NAILSFastening Schedule For Wood Stmcturol Panels) discrepancies must he brought to the attention of Ne Engineer (SEE NOTE 3) (INCHES, O.C,J ROOF FRAMING Dead Load-Section R301.3 priortocommencementofconslruchon TheContractorshallhe E 6 !SE'E NOTE 3)RAFTER TO VP PLATE (TOE-NAILED) Live Load-Section R301A responsible far corrections not reported once he has started work 4' PERIMETER EDGI6 4-Sd PER RAFTER Light and VenWation-Section R303 except for hidden job conditions, F 6 (SEE NOTE 3) Of,11,ING JOIST TO TOP PLATE (TOE.NAILED) 4 ed Minimum Roam Areas-Section R304 3. Contractor shell guarantee to the Owner that all maledals and PER JOIST Ceiling Height-Section R305 Equipment Incorporated in the work will be new,and that off work E 6 Sanitation-Section R306 will be of good quality,free from faults and defects for a period INTERIOR ZONE I6 ,CEILING JOIST TO PAR OVER P RAFTER !FACE-E-NAII 7J SAE d EACH LAP Toner Bath and Shower Spaces-Session R307 of one year from the date of the final Certificate of Occupancy, F 12 (SEE NOTE 2) ' CEILING JOIST LAPS ONER PARTITIONS !FACE-NAILED) 9-I6d Gluing-Section R308 4.The Engineer shall not be responsible lar the construction means, E 4 (SEE NOTE 4) EACH LAP Garages and Carports-Sechon R309 methods,techniques,sequences or procedures,or for the safety GABLE ENDWALL RAKE AND RAKE TRUSS COLLATi TIE TO RAFTER rrACE.NAILED) 6-ad PER TIE Emergency Escape and Rescue Openings-Section R310 precautions and programs in connection with the work,and he F ' Exile-SeGlon R311 shell not be responsible for the contractors failure to carry out BLOCKING TO RAFTER (TOE-NAILED) contractors2-bd EACH END Lendings-Section R312 the work in accordance with the constrwiton documents. The E . NAIL SPACING\AT PANEL EDGES fIN.) RIM BOARD TO RAFTER (END-NAILED) Ramps-Sector R313 Engineer shall not be responsible for the acts or omissions by F . NAIL SPACIN \4T INTERMEDATE SUPPORTS M THE PANEL FIELD (IN.) 2-I6d EACH END Stairways-Section R314 the contractor. No changes shall be made In the documents WALL FRAMING Handrails-bel R315 andfor the building as designed without the expressed winded I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER FOGE OF rHE ROOF. INCLUDING 4 FEET ON EACH ' Guards-Section R316 mnsenl of the Engineer SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED •, TOP PLATE TO TOP PLATE (FACE-NAILED) 2460 (SEE NOTE 4 Smoke Alarms-Section R317 5.The contractor and all subcontractors shall maintain contnuous PER FOOT Foam Plastic-Section R318 Insurance coverage including statutory policies(Worker TOP PLATE9 AT INTERSECTIONS fFAGE-NAILED) 4-I6d JOINiS - EACH SIDE Fame Spread and Smoke-Section R319 Compensation etc)and general liability In an mount not TA�ULATFa 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING ' Insulation-Sechon R320 less that E5 million and automobile liability end damage MErVERS WITH G10.49. FOR FRAMING MEMBERS WITH 0.42IGL0,49, THE NAIL SPACINGS 5HALL BE •• Simpson Strong-Tia STUD TO STUD (FAGE-NAILED) y 9 REDUCED TO 6 INCHES O.O. •0 MT530 OR MT512 ]-I6d 2a" O.C. Dwelling Unit Separation-Secllon R327 coverage not less than$2 million The Engineer shall be I ' Moisture Vapor Retarders-Section R322 a named insured on any and all policies. • AT EACH ROOF RAFTER HEADER TO HEADER (FACE-NAILED) led I6" O.C. ALONG EDGES Protection Against Decay-Section R323 6 Provide 0.025"aluminum termite shields over fibrous 3 TABULATED 6 INCH O.G. NAIL SPACING A55UME5 SHEATHING ATTACHED TO RAFTER/TRU65 FRAMING TOP OR BOTTOM PLATE TO STUD (END-NAILED/ Protection Against Temhiles-Section R324 insulation al all perlmeler sills. MEMBERS WITH GJ0.49. FOR FRAMING MEMBERS WITH 0,42CG�D.4Q THE NAIL SPACINGS SHALL BE USE S-I6d NAILS AT 2-I6d PER 2x4 STUD Site Address-Sechon R325 7 All wood in contact with concrete or masonry to be Wolmenzed REDUCED TO 4 INCHES O.G. EACH END Accessibility-Sectionae R326 or pressure crooted 3-I6d PER 2x6 STUD Flood Resistant Construction-Sechon R327 8 A single station smoke defector alarm device shell be installed 4. TABULATED 4 INGH O C. NAIL SPACING A65UMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING q m each bedroom, on all floors and shall be all interconnected per cotle. 9 4_I6d PER 2xB STUD MEMBERS WITH 510.49. FOR FRAMING MEMBERS WITH 0.4TLGT0.49, THE NAIL SPACINGS SHALL BE STUD TO ROOF RAFTER w Fesign bons-Chapter 4 9 All bathrooms without operable windows to he mechamcelly ventilated REDUCED TO 3 INCHES O.C. tt BOTTOM PLATE 70 FLOOR JOIST, BANOJOIST, ENDJOIST OR BLOCKING !FACE-NAILED) 2-I6d (SEE NOTE 12J PER FOOT Design based upon presumptive load bearing values of sandy gravel and/or gravel at 3000 pounds as per New York State Code. FLOOR FRAMING per square foot Contractor to nonsuit Engineer If different sod materials are found upon excavehon, 10 Heating to be designed to provide 70 degrees F with outdoor or test hole, for alternative footing and foundation wall design. designed air-temperature of 0 degrees F and 15 MPH windCONNECTION ' JOIST TO SBA, TOP PLATE OR GIRDER (TOE-NAILED) a_gd PER JOIST 'Ii All electrical work to be m accordance to the rules end Foundation Notes regulations of the N Y.B.F U and e N Y.B F U certificate is Slmpeon 5trong-Tle ' IIxGlNfG To JOIST fr0E kAlLEDJ -ad EACH END '4"Anchor Bolts(SST132B)See chart on this sheet for spacing la he presented to the Owner e[the completion of the job MT512 - 16" O.G" 12 Ptumbin Installation In cam B"poured concrete foundation wGl,B'0"high, 3000#met B ply with State end Local codes USE 4-8d NAILS �LOGCIhYa 7!? JOIST rtOE Fygll-ED) 2-ed EACH END Minimum depth-Section 403 1.4,48'minimum coverage In tap W fooling and the sewage disposal system m meal Health Department standards. - INC TO SILL OR TOP PLATE rTOE NAILED) i6"x 8"poured concrete wall footings,3000#lest 13.Do not scale drawings. Use figure dimensions only. AT EACH STUD " 3-I6d EACH BLOCK 2-1 ,'x 11 719"Mkmlam Girder(or 3'S'x 11 7/8'Power Beam) 14. All work to conform to the rules and regulations of the New York LEDGER *TRIP TO BEAN (FACE-NAILED) 4'poured mandate floor slab with 6x6x#10 mesh and vapor hamar Energy Conservation Construction Code, All glazed area to be double ST 346d EACH JOIST Dam lazed and all exterior doors to have Insulated cores Donald proofing el exterar foundation below grade-Secllon 8406 9 a JOINT ON L,EOCA3R TO (SEAM [TOE-NAILEp) 3� 30"x 30'x 12'deep poured concrete column footings, 30ODN test 15 The Insulation protection as indicated on these plans exceeds ' ' PER JOIST >. �u,..,,,- Deck and porch footings extend as noted,aDDD#m of 8 test,48'minimum bused depth the Code's minimum standards. S LAND JOIST TO JOIST (END-NAg-ED) PER JOIST Foundation wall to extend a minimum of e'shove finished grade 18,These drawings and specifications are instruments of service and y p 3-I6d All foolings to he carried down to undisturbed sal shall remain the property of the Engineer whether the project for e Q BAND JOIST TO SILL OR TOP PLATE ROE-NAB�O) 2-166 (SEE NOTE 1) PER FOOT No fining shall be set Nghar then a 30 degree angle from any other footing which they are made is exemted or noble They may not he used p Pour no concrete on frozen ground or in featuringweather on any other project except by written authorization of the Engineer ROOF SHEATHING Provide 3 'f;steel lolly columns 17.The engineer has not been retained for site supervision, on-site Backfill shall nM be placed against the wall until the wall has suRcienl strength and has boon inspections and certifications as required or requested by the owner, w m SiRt1CIlY�K PANELS Bit (SEE TABLE 3.8) anchared to the door above, or has been suBhciendy braced to prevent damage mntracle or local building department DIAGONAL BOAR© SHEATHING by the har.Mill(Section R404 1 7) UPLIFT-CONTINUOUS PATH CONNECTORS r"xi' OR I".S" PER SuF=OR- Flocrs-WFCM Presriplrve Mehmd p ' i'xh0' DIR L'lIDER Floc framing shall be nailed in aiccedance with Table 31 WFCM HIGH WIND EDITION USE SIMPSON STRONG-TIE CONNECTORS 3-Bd Pl3c S�OR' Orafblaprync-Se000n R502 12 FOLLOW PRODUCT SELECTION GUIDE AND ° G@LP'K. &4�_H NC Fveblarkmg-SeGlan 8502 13 INSTALLATION MANUAL FOR HIGH WIND RESISTANT ° - CONSTRUCTION CATALOG C-NW02 0 } GTPeyulr' uALLB,^„iR@ 'r GOG�� T, I,-OSB Dp:Stru,^,IL-i ANCHOR BOLTS IN FOUNDATION USE. LTP4 - 16” O.0 • • s 1 E act' F ESD , ^OSBus Sand sit Boor !astern per Tats 3 1 WFCM ° SST828 WITH BEARING PLATE, SEE FOUNDATION AT EXTERIOR CAL_ -. •r�„y 1`111,,psis-Sitz F 11 WFon and IFloor Plans :,pacxig as rxhlad p caster per TaLle? 1 WFCM NOTES FOR SPACING - S'T9t'1='IRA'- P's'TE'LS bzrz6 CCA s+A vim hermits shaedI arw all seal PERIMITER AND 'SEE T:.BLa 3 SI eon Strong-Tie Rmsh Boors per agreement SILL PLATE TO RIM JOIST USE GARAGE/HOUSE � FIRII?BOARD �ANEIS o g LTP4 16'O C AT EXTERIOR PERIMETER MSTA36 - 16" O.C. Wall Construction Preset tive Method AND GARAGE/HOUSE COMMON WALL COMMON WALL 1 v16" W USE 4-8d NAILS L X /gp' 6d 3' EDGE 6 EE:S Wall Iramxig and enrsh,ng shell bre nailed and or screwed in accordance coni USE 4 Bit NAILS AT EACH END USE 4-Sit NAILS AT EACH STUD (�/ X 2STable 31 WFCM AT EACH END {�. = IL 8d 3" EDGE r 6' FIELD 1x6 Pine fascia, wrap GARAGE STUD TO GARAGE SILL PLATE USE G GYPMB•i WALLBOARD Sit COOLERS ," EDGE / ID' FIELD Overhangs veneas noted SSP CONNECTOR A AT ACHEN SILL PLATE TO RIM JOIST AND 'FLOOR TO FLOOR CONNECTIONS Vinyl vented soffits USE 4 Bit NAILS AT EACH END ,�I q� - . , UllC ed IEEE TABLE 3.9) Aluminum guntersand s leaders RIM JOIST TO STUD CONNECTION USE RIM JOIST TO STUD CONNECTION � Y � Tf Sldmg.See Elevations MTS 12, i6'O.0 DIAGONAL BARD SHEAT ad (SEE TABLE 3.9) T12 eO B sheathing. USE 4 Bit NAILS AT EACH END /(\ /,'OSB sheatlnng. see with 2x4fastenShare Schedule,do Table 3.t WFCM u,/ In DIAGONAL BOARD SHEATHING 2x4 Studs @ all o.c vnih 2x4 sicca and double 2x4 plate FLOOR TO FLOOR CONNECTION USE %;G • } 1 xi OR f'%B• 2-Hd Gypsum wall board META 36, 16-O.0 H X PER SUPPORT 5l""Type X GWB In garage USE 4 Bit NAILS AT EACH END O 1 x10" OR WIDE 3-tsd PER SUPPORT At MR GWB i wet areas FOR CANTILEVER CONDITION USE MT512, i6"D C 1/2° SPACING BLOCKING AT a At least one window in each steepling room shall comply with the exit requirements of section R310 USE 4 Btl NAILS AT EACH END ri ALLOWS o 24° O-C. ALLOWS JD FLOOR SHEATHING Nine figure and notching limifehene m figure R602.6(1)for hearing wells and figure R602 6(21 for non-beaming wells STRUCTURAL I FEA Follow exterior corner framing detiad figure R602 10 5 RAFTER A STUD CONNECTION USE H INSTALLATION N H INSTALLATION W 6 m MTS 12,EACH ROOF RAFTER INSTALLATION 51DEWALL INSTALLATION N a t OR LE55 bit 6' EDGE ) 12" FIELD Roof Assemblies-WFCM Prescriptive Method USE 8 16d NAILS AT EACH END CREATER THAN I '0d 6' EDGE / 6' FIELD Asphalt stop shingles shall have aI minimum of six(6)fasteners per shingle(section RgOSS) RAFTER TO RIDGE TO RAFTER CONNECTION USE, Simpson Strong-The Undenaymenl application(Section R905 2 7) CS20 USE"-8d NAILS IN EACH END ENDWALL o DlAGGO"i BOARD SHEATL NG For root slopes of two(2)units vertical in lwalvd(12)unite horizontal(17-percem slope), MTSI2 up m four(4)units ventral In twelvre(12)units horizontal (33-percent slope) undedayment AT EACH ROOF RAFTER HOLDDOWN ,� AT EACH STUD D 0 9'xi 1 xD' LU 2-ed PER ,xJPP * shall be mern f layers parallel with in lace following g manner Apply a ed sufficiently h(483 mm)slip of DECK POST TO CONCRETE CONNECTION USE (PHDS) D D CORNER STUD Will untleng at the fell parallel vain andl sada(9 at the eaves.fastened suffdenrio a hold n place PBS44A FOR EACH POST-USE 14- I6d NAILS CONNECTED TO h si0 �` 3-Bd PER ;.UopORT Starting al the save, apply 36-mrhi-wide(911 mm)sheets of untlerlayment overlapping yam^*, ENCsINE9R. sumesswe sheets 19 inches(483 man),and fastened sufficiently to hold in place DECK POST TO GIRDER CONNECTION USE. D TRANSFER SHEAR o B r ," 1 Clan 4544I3'5HE tRE S'SanACTT 01 W Na Recd al xS NULEv 6 0° ea aR r+ OIE r+ANS_ ED9 IF WALL a EA'ev°G 15 NaLM ; )N-G For roof slopes of fourl4l units verttical ,n twelve(12)units D P rLr' �dH e.rEw rr r.+E =rNE<. Else PC44 FOR EACH POST 2-f6d COMMON I,_, in y8gpw°yxyg� -yI�EyR �dL i�5.NA4MG �O��RE�TTe FCR eT4LC":AEGi 'y£11Ega 5N.4L:. 6E DOI>°LE' 04 LL"E4'vciE CANNEPCaS aJCu ?5 ',AiEeR PLL�Ee D PHD DOWN NAILS AT IO" O,G. U �/ s+Au.tie c .c ruxuruy TEE .OA; =rn. Ice ernlecton (Second R 905 2 7 1{ GIRDER TO DECK JOIST CONNECTION USE D o ( _ Undedaymenl In High wind(Section R 905 2 7 2) GIRDER (a) EACH JOIST ® 2 CNIEI°HALL 4+IFrTwINa h DGf i!vppS Cv£R CWN£C'ED nEY6ER5 TUE *rBu:..xTEp wra3Er. CF NAI-a euro BE o m'-ED TC BE SE ASED 'C i.mo nail FE. =tic' Fiashhng(Serbon R 905 2 B) CORNER STUD Chimney's and Firespcy-Cha cer I I S ter 10 -1-I6d COMMON r r' Energy Efaaency-Chapter 11, sae attached mpprt GIRDER TO DECK JOIST CONNECTION USE. D ' Mechemcel-Chapter 12 MTS72 @ EACH JOIST D NAILS AT 6" O.G. CONNECTED TO General Mechanical Systems-Chapter 13 TRANSFER SWEAR PORCH POST 14 DECK USE 0, aT rra (TABLE 3.2AWFCM HIGH WIND EDITION) Heeling and Cooling EgwpmeM-Ghepter 14 2-AC4 -USE 14- I6d NAILS �OFFgg,Of x'/44 Exhaust Systems-Chapter 15 SILL OR_ TTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL I SHEAR LOADS Dud Systems-Chapter 16 PORCH POST TO GIRDER USE 2-AC4 � Combustion dAir-ChapterVents-Ch 17 JEFFREY T. BUT P.E. �yy FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT $PAGING Chimneys andCha ler 18 USE 14- OS NAILS AN4F4KIR BOLT CONNECTION ri p SUPPORTING EDGE NAIL SPACING (IN.) 0/2" ANCHOR BOLTS) Plumbing-Partin PORCH ROOF RAFTER TO GIRDER USE FLOOR TO FLOOR CONNEGTIONS- 1 3/4" MINIMUM L *LL PLATE TO FgcWDAT(ON I STORY 46 EDGE DISTANCE MTS 12 AT EACH ROOF RAFTER GawaLbPAFe40NASIBEM) 2*TOR Es A �� BP CANTILEVER CONDITION HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, F e 3 STORIES 15 Ir- WALL BOTTOM PLATE To FOLMATZoi '75SORE5 3 19 ` AND WINDOW AND DOOR OPENINGS � € 6 ` (WFCM FIGURE 3.1a 4 4,1bJ U.1 z a s MAX H LORI•B2 dND EACH SP'Lll-'- PROVIDE— BEARhs1G Pt1'E BY &IMPSON SEE DETAIL F 5lmpecin Strong-Tia 4 4" 0210 2X6 0 ' . °T I AT EACH RAFTER Q , Simpson Strong-Tie he C 4-IOd x I/2" ` (TABLE 3-S UIFCM eAGH x IND EDITION) AC4 J O t" CD WALL SHMA1141ING ATTACHIMENT REEaJSRIP TENTS FOR WING LOADS AT EACH POST NOTE. ATTACH LEDGER TO FRAMING MEMBER RIDGE TENSION STRAP - 1120 Milli 3-SECOND GUST • ICG MPR FASTEST-BILE THY S MAXon 'PER TABLE R3-I 2 I g;l WITH 2-H X 5" LAG BOLTS Cx E 0520 USE SIO NAILS ($ SEE ALAN IN EACH END AT .&+EALTNWNG LOCATION STUD SPACING STRUCTURAL SF+EATY.NtY.e MAXIMUM NAIL SPACING ON CENTER EACH ROOF RAFTER f� 4J l•' dh'1�1'r, r*+m NOTE U 'INGLES C.C.) OR PANEL 5!DING FOR 8d COMMON NAILS d ' tbt NOTE 3J OMGHES, O.D.?' : O ` UJ Q ^ ry X EDGE ZONE E o/l LJ ib 6 SlmpeOn Strong-TIB � J, - F p !SEE NOTE 2J .. 1210 2X6 a1RSIVOR ZONE � E b _ �V � AT EACH CEILING JOIST • Q T L t F 12 ' !� 4 4-10d x 1 1/2" RAFTER E. H�"A�i�J.SPACING EDGES AT PANES TIN.) d � p � � 1 F i4wL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (N.) � 1" MINIMUM ° a Simpson Strong-Tie L iron t1tAJ„L SHEHIALL :IBi'saN 4 FEET a THE CORNERS, THE 4 FOOT ®GE ZONE An4CNFPJ4T SIDECOVER 'rK4U210 1X6 ' REh71JlR1p'IC.TB�EisALL BE USED. ' .{.} � , AT EAGN DECK/PORCN JOIST RIDGE BEAM $imp son Strong-Tie a ' S TJ�B,LLAiED Tl'mT:ra O-�. NAB. SPAOMG A*&MMEb SHEATHBNG ATTq(,-4slSJ TO STUD FRAMWG PB544 4-I0d x 1 I/2" .0001, 1'Bili32S 08Tis G30-49. FOR FRAMING MEMBERS IUITH 0.46 .49, THE NAIL SPACINGS SHALL AT EACH POST FOOTING Simpson Strong-Tie PAGE fliaR®UCETj ra 6 MC4ES o.a SSTB2e WITH EP TYPICAL PORCH/DECK RIDGE TENSION STRAP DETAIL FOR COMMON NABS. 2 '"" ' 2 3.FORt3xtEROR PANEL SIDING, GALVANIZED BOX NAILS SHALL ISE PERMITTED TO BE SUBSTITUTED PORCH COLUMN CONNECTIONS ANCHOR BOLT DETAIL LEDGER CONNECTIONS F 'i 4" VTR g"___ i LAV LAV 7 W.C. TUB/ SHOWER S° W-G, TU13/ SHOWER i SECOND FLOOR 2" 3 V 3" ___ „ 3 I- V W.G, SINK MAIN FLOOR W D.W. C ' rc F 2i 3„ 2' 2.. 2 , S FAI Z WO G.O. i m p IX _ ' G.O. G.O. 4 TO AN APPROVED 9ANITART SEPTI. 5S 5YSTEM R HOUSE TRAP PLUMBING RISER DIAGRAM (NTS) g m 0 m v m r IP m 62-a" 111 O A 8'6„ 23'6" '16 4., g.. 11 U„ TV 9'9" M W � � I Z •-------------- 2811 - • • • •, e e , • o __ ___ ___ _ _ _ --------------- , , .----------------- VEF2IFT M.O Q 16'-m" P.G. . �___________ •• a . . ----_-- ---e'•'•e�•---__ DROP FOUNDATION ---- --L---------i U tt BELOW GARAG6 FLOOR ljo •♦ ,518 F.C. GWB O 0.W PIE13, TTP. -------OVER FURNACE' o EXCAVATED CELLAR O (� PER CODE m UNEXCAVATED G ' Q PROVIDE 1/2" ANCHOR BOLTS, 29" ON = •r GARAGE O FURNACE -; CENTER Ib" FROM EACH CORNER AND 4" P.C. SLAB g u �IIn I II ! u i° F 1'O" FROM EACH SPLICE IN SILL PLATE. 0 o r 6"xb"CIO IO BW.W.M. Y • i' R ' SSE DETAIL SWEET FOR ADDITIONAL INFO ' _ J �: _ ON 4" POUROUS FILL • mm d 4" 8TEh1 COLU!'IN – Y w 0 O PITCH TO O.H.D. � -'-'-i � ON 3E"k %' % r • • FOOTING,BOLT E, TYP TO z RIDGE VENT . L 8 B STE 0 OVE, mP i o Op ENGINEER: r_____________ SHINGL6 RIDGE GAP ' IU" -_---• keOLr cownN FW .._ , ♦ SEG 36 k Il" PC, W , +P , 7' 10 8U � � NrEEL 2-1 3/4'x11 TIB" _ i _,_ ao i� ABOVE TYP. _ SEM �)p�" BEAM POCKET M.L. GILDER �~ H.L. GIRDER ,M.L.GI-R ER I I'h" ' . r -_ z-1 �a"x11 vs' - EXHAUST AIR _ r ._— _ _ _ 'U SHINGLES >D I _ _ p 'D • GROUT SOLID , _, - FELT PAPER ROOF SHEATHING (TYPJ 0 m BEAM POCKE O m e GROUT SOLID �dd° r a acrn z Di _A _ __.Q . ? a u JEFFREY T. UTLER, P.E- RAFTER XrvWLLwd G ' rr W p w rl @ d w m I z ❑ ----------- -------------------------r > -----<-------Q -------------- RIDGE BEAM I wa --- 17a ¢, Q > r, cl in RIDGE VENT DETAIL • . •. _ . � . . .•a •-v-----------,-v ---a------ ---- , m (JW1 yyy In id L� a Z Q C • u W J Q r • jao W C� r •16'6" a.. 4'y..39'U" 23'4" Q e °n FOUNDATION PLAN SMOKE DETECTOR INTERCONNECT PER CODE 0 EE DETAIL SHEET FOR PAGE .-HIGH WIND CONNECTION R► REQUIREMENTS APR — 7 2004 �� a •1 WINDOW AND DOOR SCHEDULE: OPENING PROTECTION BY WOOD STRUCTURAL PANELS VERVl ALL ROUGH OPENINGS WITH ANDERSEN PERSUANT TO 1605.1.4 SEE WINDOWS ARE TO MEET DESIGN PRESSURE OF 40 PSI, FASTENING SCHEDULE ON DETAIL SHEET IN THI5 SET AND TO HAVE A UVALUE OF .34 PRODUCT CODE SIZE SHUTTER SIZE COUNT 7W2032 2' 136" x 3' 416" 2' 5" x B' S" I TI!l3032 3' 136° x 3' 4'16" 3' 5" x 3' 8" 1 TW3046 3' 246'l 3' 511 1" B MEETS EGRESS CODE TW3052 0 3' 136" x 5' 416" 3' 5" x 1' IOW" 10 MEETS EGRESS CODE a TW2436 2' 536"X3' 816" 2' 10"X4' 0" 1 EXTERIOR 9 LITE 5' 2" x 6'8" 5' 8" x 1'O" m LU/SIDELITES MEETS EGRESS CODE o 0 3 EXTERIOR 9 LITE 3' O" 3' 6" x 1'0" I MEETS EGRESS CODE a a rt I parnel-MODIFIED 51011 "WINDCODE" 2 I 6' O"X 618" 6 6" X 70" 1 MEETS EGRESS CODE 1431 3'0" X 2-0" 3-6" X 2'6" 2 RR310J.1 Minimum opening area. All emergency escape and rescue m openings shall have a minimum net clear opening of 5.1 square feet (0.530 d EXCEPTION: Grade floor openings shall have a minimum not clear f opening of 5 square feet (OA65 mD. m RR310.L2 Minimum opanMg helght, The minimum net clear opening height shall be 24 inches (610 mm), NN RR310.1.3 Minimum opening width. The minimum net clear opening width shall be 20 Inches (508 mm). RR310.1.4 Operational constraints. Emergency escape and rescue openings shall be operational from the holds, of the room without the use of keys or tools. 641411 FT W in 62'4" _ tb 3, y,. G, 10,1 3,8,1 9101, 7'61' 7'0" 20' 8„ LU _00 -GI \� - - - - - - - - - - - - - - - - - - - - X Z LL T 3052 TW3052 Pgy TW3032 TW2032 - - - - - - - - - - CD I Q - 1. - P L7R O — Lu - x0 HDR --- --- O � FAMILY ROOM a u W N o 8'O" CLC. HGT, w o, �� BREAKFAST KITCHEN o 1L m PREFAB, ZERO CLEARANCE z - e I CLG, NGT. 8'O" CLG. HGT. 2 CAR GARAGE 19 _ I� "• ry F--- ,11 WITH,20' HEARTH PER CODE (NEPA 211) u CO _ O d 5/B" F.G. Gill ON WALLS -i cv IX FW WOOD BURNING FIREPLACE e e LU " s lie w AND CEILING PER CODE N h '-- n PROVIDE FRESH AIR INTAKE o N M -@ U AND GLASS DOORS PER CODED o VERIFY SIZE j 9 ye - x n _ ^, o0 1I - I ENGINEER: c G 9' NEW S' O" - -BEARING WALL INSULATE STAIRWELL 2-2x10 HDR 2-2x10 HD REF V NT 2.123/�12IDGE X 11 BB M.L. GIRDER --�-- I2-I 3/4" X 11 VB" M.L. GIRD R a =1t p a 11 Z-I 3/4 XII 1/8" M.L. HDR. 3'0'l Oil ' 011 BEAR G WAL 3 N 1, G„ 23'U" d', xIX �W vane LIVING ROOM o Q w U U — m JEFFREYBUTLER, P.E. Y B'O" CLG. HGT, a Imp in DINING ROOM o ® p x6 a 9 Ll 111 E VENTILATION SCHEDULE: - o ° Ilk B'o" CLC . HGT. - ------ -- LLJ a a FOYER z - - - m LIGHTING LIGHTING VENTILATION VENTILATION - 0 1J ( Z 0 2-F.J. U _. - - _- _TWs 52 - . - - - _ -, - - -TW3 52 - - - - - - - - - -- - - - - W o o FLOOR AREA m z ROOM PROVIDED REQUIRED PROVIDED VENTILATION a (SQ.FTJ r o ll 4 a T' D" 0 13' G _ Q o (SQ.FT.J (SQ,FL) (SQ,FT.) (SaFT.) ,� —_ > x „ " o FIRST FLOOR - �i r 2 0 HD —� (n W3052 TW3OS2 W 1011 8-1068 TW3052 TW30l rr Q Imo In FR/KIT/BREAK 410 61,2 3218 26.8 16.4 P.C. TOOP LIVING ROOM -115 25.2 14.0 12.2 - 1.0 Wi 0 DINING ROOM 115 25.2 14.0 12.2 1.0 ST P 0 Q y al. p 3' 8" G' 10" 9101, 9.01. 6- 10" 3, 8„ IG, G„ 10,0„ G, 10„ a o v SECOND FLOOR 39'U" -3'4" r BEDROOM •2 114 21,4 9.1 11,6 � 4.6 BEDROOM •3 155 21.4 12.4II6 6.2 _ - FIRST FLOOR PLAN i BEDROOM •4-� 161 Yi.4 1 13.4 _ ILS 6.1 LIVING AREA - 962 SQ.FT, MASTERPAGE : 221 21.4 18.1 I p,6 9.I GARAGE AREA . 498 IBEDROOM _yI _ SMOKE DETECTOl INTERCONNECT PER CODE O ^ r i ,