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HomeMy WebLinkAbout30420-Z FORM NO. 4: TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30950 Date: 05/31/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 3415 LAUREL TRAIL LAUREL (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 126 Block 12 Lot 4 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 16, 2004 pursuant to which Building Permit No. 30420-Z dated JUNE 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 SINGLE FAMILY DWELLING WITH ATTACHED THREE CAR GARAGE, COVERED FRONT ENTRY, SIDE PORCH & REAR PORCH & WOOD DECK AS APPLIED FOR. The certificate is issued to GREENBRIAR HOMES (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0009 05/13/05 ELECTRICAL CERTIFICATE NO. 2035001 05/22/05 PLUMBERS CERTIFICATION DATED 05/11/05 HI-TECH PLUMBING&HEATING u ori ed S' nature Rev. 1/81 IO,'1II Nr. h �I 1 24 /1x'15 10\N N (II SOU'I IIOLL) 1..1 DI BUILDING EPARTDIENT 1—. TOWN II.VLl �^ql` -1 ?65-1811' �. 31 NITII('.N'f[ON HM ( FRIIFIC' NI'VOF0( ( lll' NN('1" This application must he tilled in by typewriter or ink and submitted to the Buildinu Depai ntent with the fnllowing: A. For new building or new use: L Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic feahtres. Final Appiw al fn-m Ilcnitlt Dcpt of%%iter suphd; :md sewerage-disposal (S-9 fornil -1 Approval of elcctnud i isi idlnuon from Board of Firm lludenvriters 4. Stt on) statement bout plumher ccrlih ing that rite solder used ill s;stem colltauts ks:, dent 2 lit of Po lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certific of Code Compliance from architect of engineer responsible Cor 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 as 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 Occuparu 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$25.0( Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00,Businesses $50.0 2. Certificate of Occupancy on Pre-existing 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. S/SSL/f7� —�T—T New Construction: Old or Pre-existing Building: (check one) Location of Property: ��/� 4,Vt1 G %elga_ House No. / Street Hamlet 4 Owner or Owners of Property: Afi5,1Ae/,44 .1W/J7WFs Suffolk County Tax Map No 110_00,, Section /a6 Block /� Lot Subdivision /774/*1 D� 4*11XvL L./i✓/eC Filed Map. 1 P7/,1 Lot: Permit No. Datr of Permit. Applicant: Heatth Dept. Approval: ___ — __ __ -_ Underwriters :Approval: - -- Planning Board Appro�aL Request for: Temporan C'etttlicatc Final C:eniticate/: ^ (check one) Fee Submitted: .4 `•.ppli�:au Stgnauu.� �Q _56 C0 -2: 30950 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. 30420 Z Date JUNE 22 , 2004 Permission is hereby granted to: GREENBRIAR HOMES 59 HAWXHURST ROAD COLD SPRING HARBOR,NY 11724 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED THREE CAR GARAGE, COVERED FRONT ENTRY, SIDE PORCH & REAR PORCH & DECK AS APPLIED FOR at premises located at 3415 LAUREL TRAIL LAUREL County Tax Map No. 473889 Section 126 Block 0012 Lot No. 004 pursuant to application dated JUNE 16, 2004 and approved by the Building Inspector to expire on DECEMBER 22 , 2005 . Fee $ 2 , 665 . 80 Authorized Signature ORIGINAL Rev. 5/8/02 OrJ�rJ��nrJ��PLPL�r:ncnr��r�IrJ�rJ�rJ��nrP rJcPr�cPr�rJ�rJ�cn rrrJ�cPrJrJrJ�rJ�cn�nrlrPr�cPr�r�rJ'rJcnr:,IE.I o 5 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 5 Upon the application of upon premises owned by 5 JIM SAGE ELEC. INC. STEPHEN PIZZITOLA 5 P.O. BOX 38 3415 LAUREL TRAIL 5 NY 5 G 3415 LAUREL TRAIL LAUREL, NY 11948 LAUREL, NY 11948 I5 5 Located at c5 �5 Application Number: 2035001 Certificate Number: 2035001 S 5 Section: Block: Lot: Building Permit: BDC: nsl l �5 5 5 Described as a occupancy, wherein the premises electrical system consisting of �5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor, Second Floor,Attached Garage,Outside,Attic, c� 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be 4�Ampliance theft 4$ 19R5the Day of 5 5 Name OTY Rate Rating Circuit Type rrr5+++ Alarm and Emergency Equipment 5 5 Sensor 3 0 Carbon Monoxide 5 Sensor 9 0 Smoke 5 5 Appliances and Accessories L5, rj Furnace l 0 Gas 5 5 Hydro Massage Tub(Therapeutic 1 0 5 Exhaust Fan 2 0 F.H.P. 5 5 Future Appliance Feeder 1 0 20 amp 5 5 Wiring and Devices Outlet 86 0 Fixture 5 Fixture 86 0 Incandescent Outlet 140 0 General Purpose (5 5 Receptacle 87 0 General Purpose 5 Cj Switch 86 0 General Purpose 5 5 Receptacle 2 0 20 amp Laundry 5 Receptacle 11 0 GFCI 5 5 Service seal 5 1 Phase 3W Service Rating 300 Amperes 5 Continued on Next Page l of 2 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 ✓� . ' 5 O rJr�rJrJrlr�rn�nrJrJ�rJ�r�rJ��n�n�nc r� cPrJ�rJ�r�rlrnrru rrrP3rL3 .n3PLrLP r PLrL3 L3rL3rL3rL3r�rnrrr3Pffl JE o O rJ@PrJ�rJ�rJ�rJ�rlcn�PrJ@PrJ�rJ�rJ�rJ�rJ'rrrrd�cnrJ'r�r.Pr��nrlrJ�rJ'rJ'arJ'acnr.Prncncnc(rJrJcn�PcPrJ�rJ�rJ�rJ'arJ�rJ'rJ'rJ'rJ'rJ'rJ'r�rJ'arJ�rJ�rJ�rJ@nrJ� o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 S NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY e5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT53 5 Upon the application of upon premises owned by 5 JIM SAGE ELEC. INC. STEPHEN PIZZITOLA 5 P.O. BOX 38 3415 LAUREL TRAIL 5 GREENPORT, NY 11944-0038, LAUREL, NY 11948 r5j Located at 3415 LAUREL TRAIL LAUREL, NY 11948 5 5 Application Number: 2035001 Certificate Number: 2035001 c� ..��5 Section: Block: Lot: Building Permit: BDC: ns11 r5 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor, Second Floor, Attached Garage,Outside,Attic, �5 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 promulgated by the State of New York, DeRR rt ent of State CO e� pforcement and Administration, or other 5 authority having jurisdiction, and found to be f %mpliance thef CQ Day of �5 5 Name OTY Rate Ratine Circuit Type 5 Service Disconnect: 2 150 cb Meters: 1 5 5 5 5 5 5 5 5 5 5 5 seat 5 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 NJ rJ�rJrJcncnrrurJ'arlrrr:nrrr1r3PdnL U3 LI d3 @PLrlcPrJr�PrJr�r�rJ�rr�n cncn cPrrac nr PePcP r P rrdrr�rJr1rJ arJr fr�nrn rJ acn r�rlr�rlr�cn o Town Hall,53095 Main Road y x Fax (516)765-1823 P. O. Box 1179 Telephone (516) 765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: S lI Building Permit No. f/o20 Owner: 612052�eoe"41e- x�c- (please print) 645 (k�iQ,�pVL1Z_ HI-TECH PLUMBING 8 HEATING ENT INC. Plumber: 700 MAIN RD. (please print) RIVERHEAD.NY 11801 L 831.722-0618 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (P1 mb ature) Sworn to before me this a6 OS _a_ day of Notary Public, County yNVIFEW � QUA 6ki , N 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 7 INSPECTOR ""7 3 l 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY � [ ] FIRE SAFETY INSPECTION REMARKS: o . y, DATE �� .7r INSPECTOR Z, 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND XINSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION � REMARKS:- DATE EMARKS:DATE / - �� _ O� INSPECTOR- D 765-1802 '� 44 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ( DATE � 'Z ^�3 INSPECTOR / 76S•1802 BUILDING DEPT. INSPECTION [/] FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A�CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Lt/^tL i DATE V O(p INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] F NDATION 1 ST [ ] ROUGH PLBG. [ v FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION REMARKS: °• ►J S o L NSA u,, �eol wtis WM..J 2.t..Qu . n l DATE INSPECTOR 765.1802 BUILDING DEPT. NSPECTION [ vjeFOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 4ast7 DATE INSPECTOR "� 8 ?00,1 JEFFREY T. BUTLERy P. E. 20 OVERHILL RD. SHOREHAM, NEW YORK 1 1 786 63 1 -208-BB50 LICENBEO PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS November 4, 2004 Town of Southold Building Department Re: Proposed Residence Laurel Links Lot#12 Permit#30420Z Dear Sirs: Please note the following concerning this application: • I have inspected the strapping and anchoring for the proposed residence pursuant to the building code and find that the work conforms to the plans as filed with this application. Please call if you should have any additional concerns about this application. pF T. y incerely, yr\Q�'FPEY T.gU �� * 9 � '— be er, P.E. F;10 0 3493 9�fESS10NP� JEFFREY T. BUTLERV P. E. 20 OVERHILL RD. SHOREHAMI, NEW YORK 1 1 786 631 -208-B850 LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS December 2, 2004 Town of Southold Building Department Re: Proposed Residence Laurel Links Lot#12 Permit#30420Z Dear Sirs: Please note the following concerning this application: • I have attached a revision to the above referenced application which includes the finishing of the space over the garage. No structural changes are proposed in the framing or window changes. Please call if you should have any additional concerns about this application. Sincerely, Jeffrey T. Butler, P.E. 13cr 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\MISC_JOBS\tniscjobs 2004\040029-PIZZATOLA\L.ot#12 Laurel Links.cck TITLE: Proposed Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE:05/12/04 DATE OF PLANS: 5/12/04 PROJECT INFORMATION: Lot# 12 Laurel Links Country Club COMPLIANCE: Passes Maximum UA=611 Your Home UA=546 10.6%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 2220 30.0 0.0 78 Wall 1: Wood Frame, 16" o.c. 3042 13.0 0.0 200 Window l: Vinyl Frame,Double Pane with Low-E 520 0.340 177 Door L Solid 84 0.220 18 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 2220 30.0 0.0 73 Boiler 2: , 86 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Pr�ss�sl stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professionaljL,*- n��g�__ oWp ahs" specifications are in ompliance with this Code. Builder/Designer Date<'/ REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 DATE: 05/12/04 TITLE: Proposed Residence Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling l: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall L Wood Frame, 16" o.c,R-13.0 cavity insulation Comments: I 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: Solid,U-factor: 0.220 Comments: I Floors: [ ] 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-30.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] L Boiler 2: ,86 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. I 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. I ` Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] 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. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. I 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. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. Table l: 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 LO 1.5 Steam Condensate(for feed water) Any 1.0 LO 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 LO 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) RyIL]..ELN VJ Tim T Applicant/ Date Owners Nalne: Reviewed: L/ 50e Architect/ Date Engineer: 9 ,�� Submitted: 4114,1V SCTM #: � District: 1,000 Section: 131ock: �d Lot: _ Project Subdivision Location: /� � ,� ,�� Name: � r--—ill ? Sin&Ic& separate Required t certification: (Yes f No) Z67 Req. �ffl( Rey Caning District: (Col size: u ( (Lo(coverage ProlxiscJ'�_L�I Req. �1 ` Rte, J R (front Yard Jy proposed: AL- � Side Yard � � �. J ( Proposed: [Rear Yard Proposed• Project Description: N F' AGENCUERMITS ° - erm' . ZUIRED FOR REVIEW N.A. NO YES ber Suffolk County Health 3, Dept. �� � New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: Motes: • NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45*' Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe/ Frost Depth: 36" Termite: M-H y�Decay: S-M Design Temp: 11_� Ice Shield Underlay:—YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEE D/PRESCRIPTIV FULL FRAMING DESIGN ELEMENTS: Y/N j HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N f ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DED: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW ANt�`VOOR SCHEDULE: MISSLE.j'V'T REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT'8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N I--- PLUMBING RISER DIAGRAM: Y/N -� LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) BUILDING PERMIT EXAMINER CHECKLIST . DATE REVIEWED: / /04 APPLICANT: DATE SUBMITTED: / /04 SCTM#DISTRICT: 1,000, SECTION: , BLOCK: , LOT: SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/ C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- ,INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/5 REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQREAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or NO DTE: / / PERMIT #: SOUTHOLD TOWN TRUSTEES: YES or NO DTE / / PERMIT#: TOWN ZONING BOARD APPROVAL: YES or NO IilTE: l l PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or NO DTE / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or NO NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. (— SF)- ( SF)= SFX$ _$ +$ +$ _ $ 2. ( —SF)- ( SF)= SFX $ =$ +$ +$ _ $ 3. ( SF)- ( SF)= SF X $ -=$—+$—+$—= $ FINAL TOTAL: $ Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 06/16/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash#: 8237 Total Paid: $10.00 Name: Greenbriar, Homes Inc 59 Hawxhurst Road Cold Spring Harbor, NY 11724 Clerk ID: JOYCEW Intemal ID:96003 f FIELD INSPECTION REPORT m COMMENTS 71- 4� FOUNDATION(1ST) — a ae ---------------------------- ------- FOUNDATION -------FOUNDATION(2ND) ROUGH FRAMING& � p Ilse . 7 y PLUMBING — 1 - 1,o Z7 � I INSULATION PER N.Y. — 3 STATE ENERGY CODE eg FINAL ADDITIONAL COMMENTS O zzz m X nu, W IW O p n c � TONIN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDYNG DEPARTMENT Do you have or need the following,before applying 7 TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: 765-1802 ' I Survey PERMIT NO. CA a'D Check Septic Form N.Y.S.D.E.C. Trustees Examined ' 10 Contact: Approved 20 Mail to: Disapproved ac / Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date l /� 2 0� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. -�7/��i✓B,Qifle f�o//�6S' /�G, (Sicure ofa{�plicant or e, if a corporation) S� �.eSj A� (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �,QPfsr//1.P/�ie f�D .ES /ir/G, (as on the tax roll or latest deed) If applicant i , siS> ttr ul authorizedofficer (Name and title of corporate officer) Builders License No. Plumbers License No. &ogo /n 00 Electricians License No. l"gok Other Trade's License No. 1. Location of land on which proposed work will be done: 1-19c/,e, L T2��L 1-111?y26L- House Number Street Hamlet County Tax Map No. 1000 Section talo Block la— Lot Subdivision/IIA' DF G14W 4EG 1,/,t/,C�S Filed Map No. /D 7/Z Lot /1�2 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: r a. Existing use and occupancy b. Intended use and occupancy ``PM14>/ �2IJJELG/�c1� 3. Nature of work(check which applicable): New Building e Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost a o Fee (to be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars — 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front ��/5� Rear 3D g Depth Height Number of Stories X 9. Size of lot: Front -10/ z Rear �? 37 Depth X90 �Sz APO DL 10. Date of Purchase a7- Name of Former Owner /-�.✓�?� �Er/Ei�LE�/ �fj 0 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation: /w 13. Will lot be re-graded /V'0 Will excess fill be removed from premises: YESNO S4 H40IX-11VASr,� 14. Names of Owner of premises 4&1149, 4A hlg �ddresse'P, Sp2,H.4e1JY117i txPhone No. Name of Architect,?EFFQE:/ 7, BdreEe Address Phone No ZOW-8250 Name of Contractoi;4;,effi✓G� fi�mES Address SC&Aw,� t�aBrr�t Phone No."I—el:pS—y0,qs— C��- S�lP Nom, N�ii7s s< 15. Is this property within 100 feet of a tidal wetland`' *YES NO • IF YES. SOUTHOLD TOWN TRUSTEES 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: C70UNTY OF 5yF4ki Ae G- being duly swom, 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; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day f -,-r111v;er 20 A� a Public Signature of Applicant JOYCE M.WILKINS Notary Public.State of Now York No.4952246,Suffolk County Term Expires June 12, 2 00-2 )`i2il - 000y Young & YoungE '• , 400 Ostrander Avenue, Riverhead, New York 11901 9se W 631-727-2303gp�, Howard W. Young, Land Surveyor h�dg Y bFE Thomas C. t, Professional Engineer R �u € Robertert h C. Tait, Architect Ronald Pfuhl, Landscape Architect ti l Douglas E. Adams, Professional Engineer rvrnl o Y� de€ At g \ / g• S 8UFpO1JCO0UNTY DEPARTMENT OF HEALTH SERVICES °gyz PERMIT FOR APPROVAL OF'CONSTRUCTION FOR A I :N5 \ Lot 10 / Lot 11 \� 105 -JWGLE FAMILY RESIDENCE ONLY a wE 1 03 -i70D N.- i DATE 2 D HSRERNO. 10 €<s �\ Subdivision - "Laurel Links" i Subdivision - "Laurel Links" \ AS O� APPROVED //� oo x (Dwelling With Public Water) / (Dwelling With Public Water) + �o P FOR MAXIM UM OF li/ BEDROOMS =bfie` \ A \ o p @z a �0 MIRES THREE YEARS FROM DATE OF APPROVAL va�� / c©F Lot 9 _._ � .t �' A'"",�/-yam CONCREi LRR _ Subdivision - "Laurel Links" p2 80 (Dwelling With Public Water) E 2iP 5 33'5613 NOTE xs s+ a a we, aox T3 AREA = 40,542 SQ. FT. AM�aox 9- • SUBDIVISION MAP "LAUREL LINKS' FILED IN THE OFFICE of o PROPOSED ''O THE CLERK OF SU FFOLK COUNTY ON NOV. , 2001 AS ___ 1, DRIVEWAY :' FILE NO 10712 _ _ __ r ______ • VERTICAL DATUM = N.G V DATUM (M.S.L. 1929) oa'- --_ ov /t'ro Aga DEEP e A ed9. l2) B D,AMLAI $ zdwu J o t,00 9 s o9 o Lot 12 SURVEYOR'S CERTIFICATION r 3 � Q- cP. pRopGSEo WE HEREBY CERTIFY TO GREEN BRIAR HOMES, INC. �d�w \ SANIiI,RY v & FIDELITY NATIONAL TITLE INSURANCE ' • 5'SIEM .'�i P wA,Ea �o I+ , COMPANY THAT THIS SURVEY THE CODE OF PRACTICE FOR WAS SURVEYS DOPTODRDBANCE WITH cAL1 Q) `P` m� THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND Lot H ^ _ PROPOSED w wvAi rF __ (V METEF --'---__ A1ER SERNCE AT oo a SURVEYORS. g€o METER Subdivision - "Laurel Links" -� 0^� `� ' .1(111 �� �+I �$ SOF W. (Dwelling With PubLe water) All m, pp 02 HOWARD W. YOUNG, N.Y.S L S. Na 4589 OQ , g x9+ 30'3 6126" W - m c�- °- Open Space Parcel A SURVEY FOR 6gnP (Vacant) GREENBRIAR HOMES, INC. 'llN ESE NEE- Lot 7 A LOT 12 "MAP OF LAUREL LINKS" a�=£ s= n At Mattituck, Town of Southold 8 �s Subdivision - "Laurel Links" A Suffolk County, New York Me Ria a (Dwelling With Public Water) \ \ _ + County Tax Map District 1000 Sacco„ 126 Block 12 Lot 4 BUILDING PERMIT SURVEY 0 MAY 28, 2004 :Dn GENERAL AMENDMENT JAN. 3, 2003 1�6 MAP PREPARED AUG. 27, 2002 UP'd SCALE 1" = 40' $RkO ❑ = uaxuurrr SET ■ = uoxuuERr rauxo A = srucE sEr ♦= s.r,xc raxxo JOB N0. 2002-0425 DWG. 97717_012 2002_0425_bp 5§4 3D54,ZD z� Young & YoungaeE 400 Ostrander Avenue, Riverhead, New York 11901 7de 631-727-2303 aaas 11 ward W. Young, Land Surveyor E+s< Thomas C. Wolpert, Professional Engineer `NGS Robert C. Tast, Architect •a6 Ronald E. Pfuhl, Landscape Architect €iw 2 Douglas E. Adams, Professional Engineer V/ 5 2004 aoa £3F� L r-r� - ^T - J agar � r�;i�w rlloLD 4' / ooke \ 0 area *t \ Lot 10 / �o ` ae+i \ 4 Subdivision — "Laurel Links" a Lot 11 � m �=�o t 'O sang \ � Subdivision — "Laurel Links" \ o b`za c°i � 9 ee & Lot 9 coxcaE]E cbRs 190 83 Pp Subdivision — "Laurel Links" 2d O NOTE 5613° E < �F eox Lot 12 �s AREA = 40,542 SQ. FT. r�cenm fixx ohircn� �°- `j9• ' • SUBDIVISION MAP "LAUREL LINKS" FILED IN THE OFFICE OF o J .SEC eox THE CLERK OF SUFFOLK COUNTY ON NOV. 23, 2001 AS FILE NO. 10712. ' ad __ _______ fi_2_fi______ 0'0 _ _ • 135 � O y 6., CONC FOUNeAIION �� ae a "' DIE SURVEYOR'S CERTIFICATION43 ,z �J �O • WE HEREBY CERTIFY TO GREENBRIAR HOMES, INC. � o 31' ss & FIDELITY NATIONAL TITLE INSURANCE by �i COMPANY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE $gs WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND � A9 m " _N\ SURVEYORS. Lot 8 Ily ljA O^ Q��NEW y Vd Y Subdivision — "Laurel Links" & co O OHOWARD W YOUNG, N Y.S. LS. NO 45893 °� 200A2 LAI'R1 ' rnm o - SURVEY FOR m- Open Space Parcel A ��° GREENBRIAR HOMES, INC. �3 �¢ yG LOT 12 "MAP OF LAUREL LINKS" asa m d�4e At Mattituck, Town of Southold S Suffolk County, New York ° County Tax Map Drstrict 1000 s«mx 126 elI 12 iat 4 FOUNDATION LOCATION SURVEY 0 FOUNDATION LOCATION AUG 2, 2004 �f2s MAP PREPARED AUG. 27, 2002 kaa� beau SCALE Y' — 40' a h- JOB NO. 2002-0425 3`�� ❑ = xoxuuFxF se* ■ - Norvuuerv, rcurvo D > STAND se, ♦= sus¢ Fauxo DWG. 97717-012_2002-0425—foundation—loc 's�? 1210 — ez poo�J Young & Young � ' � 400 Ostrander Avenue, Riverhead, New York 11901 ff 631-7727-27-2303 ha-9 Howard W. Young, Land Surveyor a6.�; Thomas C. Wolpert, Professional EngineerGRa ZRobert C. Tost, Architect E Ronald E. Pfuhl, Landscape Architect 36 Douglas E. Adams, Professional Engineer SANITARY MEASUREMENTS y: 69 A e S T 18' 45' CP 1 33 5' 36' 'sU,FOLK.0007NTY DEPARTME OF HEALTH SERVICET3P. 2 38.5' S2' z a u' ApOROVAL OF CONSTRU ED WORKS FOR •� :pj31NGLE FAMILY 1 ZSIDIENCE as§o Date H.S.Ref. 10. Ki P,3[x�nc� H'A ` The same dispe:.�l and Infer aafghf Cee al his lxafm M1ave been FRIG i O is panfad andlar Ladled by ells Eli ri werdes and found to Dip da \ Lot 10 / S Mullsfadorf FORAMAXIWI fOF f1EDR0OMS. •' €'6 \ i ` Subdivision — Laurel Links" i mss' 4 WJ.11601Weri, .E.,C "" .e Wall 11 o) o� Office of Wastemi an890IDOnt 3 \ Subdivision — "Laurel Links' \ �o^ p NOTE Jaz 11 E3 AREA = 40,542 SQ. FT. eN 3 9 Lot 9 — ifs. • SUBDIVISION MAP "LAUREL LINKS" FILED IN THE OFFICE OF °cA'c cpRa �� µO ro,cE ?, P THE CLERK OF SUFFOLK COUNTY ON NOV. 23, 2001 AS Subdivision — "Laurel Links" ,g083r" : m Yv28 FILE No. 10712. O o.sE 60 5613 E �ocM cMeEEND oarvEwnv ^ti;'• `�`SJ cxm e, STOLE 9• o Q _ _ _ _ _ _ c _ _ a2.6' OED •I> c.P1O ST 2 STORY^FRAME HOUSE k GARAGE RoSd . 'n Oro 11. ^h Q rho �e1OU NO oeP ,M / . Oex� � � m waoo SURVEYORS CERTIFICATION 4=pj1 /i /.YEN w�lx r DECK oc R4, 'n ` P` -,` eO '- rs • WE HEREBY CERTIFY TO STEPHEN PIZZITOLA, Fdo V els' oe' '•s COLLEEN PIZZIT❑LA 6 FIDELITY NATIONAL kyP ENA cn m TITLE INSURANCE COMPANY THAT THIS SURVEY WAS 8�T vAwcqq �,9' PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR hyo'- w5 LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION Lot 8 -- �,^ --- OF PROFESSIONAL LAND SURVEYORS Subdivision — "Laurel Links' N—'N MFEET WE�yO,p Lot 12 I . O� HOWARD W. YOUNG, N Y.SL 5 N01 45893 2p0.02' O�A 45893 - - N 3IT 0 3fi 2$ W 5 ace Porcel A SURVEY FOR o Open P a e sinks• STEPHEN PIZZITOLA & COLLEEN PIZZITOLA n°pE II- 7E 5ubdrvislon LOT 12 "MAP OF LAUREL LINKS" n m At Mattituck, Town of Southold a= G Suffolk County, New York ue�a P County Tax Map D.so-ml 1000 seumN 126 aiaoM 12 Lac 4 F- 11V A L_ � lJF2 \/ E Y MAP PREPARED APR 19, 2005 `a.a SCALE 1" = 40' ae = JOB NO. 2005-0128 ITA FS £ F`¢ ❑ MONUMENT sR ■ MONUMENT FOUND Al - STAKE SE! A- STAKE vWNo DWG 97717_012_2005_0128_fs 'ash• DE:SIG:N CRITERIA -THESE PLANS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET)- MASONRY CHIMNEY (I OF 7i t WIND SUBJECT TO DAMAGE FROM E-- = WIN ICE SHIELD CONT. RIDGE VENT GROUND PEED 'SURE DEIU ryESMICT DESIGN ExPOUNDERLAYMENT RUPLIFT LOAD LIVE DEAD ROOF ULOAD WALL SHEATHING SIGNOCCUPANCY _ ___- -r'� LOAD (MPH) CATAGORT CATAGORT WEATHERING DEPTH TERMITE DECAT tEMP REQUIRED HAZARDS SUCTION LOAD CLASSIFICATION HEIGHT FIRE AREAOF ---.— - -_- - - _� -. _ _ T AD LO HT TYPE C 5 p6 170 B C REVERE 4B" II YES O eF 10 LOAD P T.] PF EDGE ZONE • 79.1 p.F CONSTRUCTION -_ �- - - _ _ L�.0 � MODERATE SLIGH7 i0 FROM 1990 ERIMITER EDGE ZONE - EAVT MODERATE FIRM MAPS 4 p P INTERIOR ZONE • 73,6 pl INTERIOR ZONE • 74.6 p.F R 3 5- TYPE V - „ FIRST FLOOR 7770 SO Fr TO H 3 � .- -_ SECOND FLOOR-1680 Sp.Fi ASPHALT ROOF SHINGLES (TYPJ �— - -- - CONT. RIDGE VENT F. TABLE R301.4 INIMUM UNIFORMLY DISTRIBUTED LOADS (PSD M USE EXTERIOR BALCONIES LIVE 6LOOgp DECKS 40 _ _ - PASSENGER VEHICLE GARAGES _ -.-_ ATTICS l0 -_ _ __ ATTICS WITH STORAGE 70 ROOMS OTHER THAN 9LEEPING•ROOM9 _ 40 SLEEPING ROOMS 30 STAIRS _ 40 - GUARDRAILS AND HANDRAILS 100 O IXB FASCIA -- -- TOP OF PLATE IXB F.B. 17 = - _1 Y, - --- - - ---- ' -- _ 0 LJ_ FLASH ALL ROOF ----------- _ INTERSECTIONS 1'L r - - - - -- -- - r ___-_ - _ _ - d SIDING YYP) - - -- _ _- _ -- -- TOP OF SUBFLOOR TOP OF CEILINGC3 C3 m - _ - --- — - -- --- - —- .. - - -- x 4 5/4" CASING TOP OF SUBFLOOR TOP OF FOUNDATION I I GRADE 01 ' rL --------- B' P.G. FND. WALL 0 ON 16" x e" P.C. Ul � yq I I I , � •a_a, ,a_a, I 1 1 - 7 UL _____ __ - - ^ -- TOP OF FOOTING III T In FRONT ELEVATION 1,79- �� " ' ;rz ;�;I ,T, �- o J )[ T1 . I. o Z COVENTRY CUPOLA r� -' J -��- _ 30 X 30" X'45" HIGH - I ✓ • ' IZ Tri 1 J LJ- r L� N WITH EXTENSION BASE ''' \1� R '�J I ni >;, LJY - - _ - _ 0) (COUNTRY CUPOLA.COM) —► "I D - zrr t -rIT�T - -- LIL- _-- - 10 _ tF � _t_tl 1 H- [J J�LJ - - - - -. - W i - I_LT I L7 i:a- -CONT RIDGE YENi -a rT-Y 1 �'}�,`x�;J c1 si l J� ENGINEER - - __-__ 1y_S',rt-T L YET! [�LI _-_ _ _ _ FLASH ALL ROOF :f 9 _ _ _ _ - - - INTERSECTIONS, TVP. ,r„ f _-- UNDERWRITERSCEATIFICATE �g — - - -=- - it s1 L REQUIRED y 17 I I - TOP OF PLATE -_ - __ -,I. ..- "; I '=tet_"r r1 __ -- - _ - - --- _ - PLUMBING -.- - - - - -- i F L' ALL PLUMBING WASTE r1._5-II IS _ - - - &WATER LINES NEED --- - TESTING BEFORE COVERING _ _ 1 _1L lILLI - -� ,J-I rL I BUTLER, P.E. __ri 'Si rJr L(J it JE ° _ - ATIONR 9 - . .._ .._ - - 11 1 = - = PLUMBERCERTIFIC O E - -- - - -- JEFFREY' T - - _ , _- _ rz r - WITH ALL OD S O - �- 51L , - - ON LEAD CONTENT BF_F E W RK STATE OPV CO ES -- — _- }r _ _ CE TIFICATE OF OCCUPANCY - - 1' I _ _ _-=- - -==- _ --� =-J_ ��: _ __ - -- -- _ - iI J __ -.. - - OLDER USED IN WATER S _ IRED AND' ' N',�I 10,,1 OF - - -- - ._: - - _(, _ r -I - _ _ UPPLYSYSTEM CANN SOUTNOD WNZB o 70P OF SUBFLOOR -_ _ - Ili I ,, - __ ._ -_ - _ 'r I I _ . I=- _ TOP OF CEILING I� - - - "' - - - - - - -- - - -- -- - - _ I LEAD. 'I - �_ - - _ - ;'rte�'�_1 EXCEED 2/10 OF 1 /o A AT BI !TT , —�-- SOUTH oib o I I � I W =- - --- ---- - - P NNI�G OWNTR SPEE 0 S.DEC Y� DO NOT PROCEED WITH : h F- o OF FOUNDATION NLOCATION ~ H APPROVED: 0 N O = h C M L ^TH0j-IAETER146" FO AGE RV ION cn - - APPROVED AS NOTED s u TOWN COIF. EEE—TOP OF SUBFLOOR - . _ -- T -� r L I - L - - _ - 30 L O TOP OF FOUNDATION -- - --_ _ _-_- DATE _ J�j � � _ - _- L L>1` TI(rll _ - - - - - __ F . 26ES� BE A TMP ENT AT r E B -- - - - --- --" - - - I c r r- _ ny:. _ TION,6F Fit B ILDI D R Cr - --_ - _ — - - 1. - F- - 7 R E AM TO 4 P� FQR THE ZWILING - - hh91MIH9-IHBPEBT19115" '- 1. FOUNDATION • TWO REWIRED b I FOR POURED a TE 2. HOUGH - FRAMMING & PLUMBING ETAIN STORM W NOFf. 0s. INSULATION DANT TO SECTI5Ui C-------- --------------- ----- 4. FINAL - CONSTRUCTION MUST FT O:___1__, , ALL CCNSTRI ^� "_L BE COMPLETE FOR C.O. REMENTS OF THE CODES OF NEW STEP FOOTNCu.._-, MEET TP- F� )U' ;� _ ALL CONSTRUCTION SHALL MEET THE E . LEFT ELEVATION 30 DEG MAX. :__,:__, ' I CODE,, v1 .,,.,� ;" YORK HE ISTATE. NOT RESPONSIBLE FOR r^ TOP F{J'J*InG —- DESIGN OR CONSTRUCTION ERRORS. 1 L gl Y{ N, - - - -- - -- -- - - - - - - - -- _-__-_ -- - = - _ - z CONT. RIDGE VENT — - TOP OF PLATE - -- -- - --- --- - - - —.-= "- - -- - "'- -� -- - TOP OF SUBFLOOR m _ - TOP OF CEILING - RAILS OMITTE -- _----:- --_ _ _ _ _ _ --__- FOR CLARITY --"' - ---- -- - — _ __ -- -- TOP OF SUBFLOOR TOP OF FOUNDATION , ui i ----- n/ ._ i L}!U M •___' x Z LL —_ _— TOP OF FOOTING REAR ELEVATIONLu - z O -- -r�`' \~ a co Z LU N O Eyu- 9 - -- w W -- - w - - - -- w_ II i TOP OF PLATE -- _- __ -- - - _` - __—__ _.._- - ..—_ __`_- .—.—__-- _ "_ _ ..__ -- _ .___.� - -•--` J._�-` - -- II a IIS i I pOq — _ JEFFREY T. BUTLER, P.E. , LLJ o 4 m ui cl I I I I TOP OF 5UBFLOOR —-- _— W TOP OF CEILING Cc -- -- — — — - -- --- — — — �I Ij � II I� Ili SII I� II I I I; I I S O � z w I I I Fj I I I II - - - W u TOP OF 5UBFLOOR t TOP OF FOUNDATION —_ -- GR0 ADE —__ _— __ r -- —_ 5, , , I O i E , L I ______________________________________ ' ' •I ` PAGE : 9 -OP FOOTMG -- -- ,--:.--. 30 DEG MAX =-S7'•EP FOOTING x RIGHT ELEVATION a -- - - -------- ------------------------------ --------------------------------------------------- 2 of „ -------------------------------------------------- I y � • .. , '... , _ 144. .S�l w' , ' Mrsl r.e-'1.1, rieY �,..f ;nl x� -•'d ,} y 11,,,. , 'S.Sws , �a,4i. L,� - `Y�y',TrJ!; ��ep m 4 rl x,I,�J I N� .L',,ro , t ik' aT,.l^.' '4 k�"a- ', ' . ., � .1, -�,_ n,K'.R+{ F! 2 p Sf'h�, +�1• � "'A uV.' 1CY, n9ry .. �.- . rr .,, .� .�.! 7 � ., s ... " 4C 5 .. ,, a -.., .., ) » s �.p,3.r•.�.,� . y 'u ,� x. .r�^9' � n " r4r»y f x :a" . rI ..,. . . ,. 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Q0♦wV� su( �Q_JJUN/ lI � � 7LU !2x10 CCA DJ. 1Ib" OC 14 EE DETAIL SHEET FOR_ qr arr yr2, Ip S - HIGH WIND CONNECTION L ,, p itC;pn>rN � jI y•, NO REOWREMENTS� EDGE OF DECK Qd r OPENING PROTECTION —m�Q1 WOOD STRUCTURAL PANELS W%' PERSUANT TO 1609.1.4, SEE FASTENING 6CHEDULE ON DETAIL SHEET IN THIS SET ENG 1,Er10,4, 6-01 8,4, 316, W, @"ye ----------- 3-I 3/4_ II T/B" LVL GIRDER , 1314" xIIl/B" LVLGIRDER' ' Y \ ----------- BEAM POCKET BEAR POCKET ' 1u SOLID GROUT A . r . • ♦ i U SOLID GROUT ------------------- SOLID MASONRY PIER FOR FIREPLACE ABOVE ON 84" x 4T Pa FTG. JEFFREY 7. BUTLER, •\� F.E. �, lW 2.10 CCA DJ Ib" 00,4 18" DIA, x 42" DEEP (ORT UNDISTURBED SOIL) _ oP.C, PIEON uU to oO 2C"xIO"xb" P.C. It PIER (OR TO UNDISTURBED SOIU 4"x4' CCA POST, 2iANCHOR TO PIER (TYP.) ` _______j_________ 0- N H________________ _____ ____________________ a� ___ _________________________ c 17 PROVIDE ANCHOR BOLTS AT EACH CORNER SIMPSON PI-05 (TYPICAL) - SEE DETAIL SHEETS PROVIDE 1/T ANCHOR BOLTS 46" O C. MAX. WITHIN I' OF EACH SPLICE IN SILL PLATE O SEE DETAIL SHEET FOR INSTALLATION 120 T0" 4 26' 8" 414ar cc P 6" 26'0" 3'6" Tora„ VERIFY M.O. a 34' 8" 90'41 FOUNDATION PLAN SMOKE DETECTOR °.� , INTERCONNECT PER GODS PAGE : J , r e CARBON MONOXIDE DETECTOR 3 of ONE PER FLOOR W 4.. 34' 9" 7' 1 U" T. 0.. 4' 0" 3'4.. 6'4.. 1 1101. 11' 01, 6,4" 9'r H'OHO "WORD 9tH'OHD ff7U 10" DIAMETER UMN,OAG Z-I 3l4 x II 1/0 LVL HDR. 2-1 3/4 x II 1Y LVL HDR. 2-1 3/4 x 11 l/8 LvL HDR. FIBERGLASS COLUMN.T147U9 PAINT, TYP. STEP 4-2xT 4-2x {rte POETPO______I•D.W. n u :77H TW3U5?-J2-I 3/4 x II l/B LVL HDR. To,, 3/4" x 9 I/2" LVL HDR.COVERED PORCH i MASONRY FINISH MASONRY FIREPLACE KITCHEN PER AGREEMENT - WITH 20" HEARTH PER CODE MFPA 2111 >Ic'JIC 1 N, o N I o B'o" CLG. HGT. 3 CAR GARAGE PROVIDE FRESH AIR INTAKE / STUDY611 UVL?030 -1 AND GLA66 DOORS PER CODE 5/0" F.O. GWB ON WALLS 9'O" CI-6. HGT x VERIFY SIZE, RAISED HEARTH W BATH AND CEILING PER CODE CROWN MLDG. Z 4 'r' 3 - i _E.FJIIS mi m15' 6" °5.irm 44.0.. ° �u 0 DINING ROOM __�_ .I i- - u /2x10 Q.R. 016^ OC ' w ' 2x10S.S. a 16" OC. _ O o v � x � F " " 3 ,___l___, 9'O" CLC. NGT. /II l/p TJI 360 • 16" O.G. - wm n' LOG. I" C.O . OII II y 011W Q FIRE DIAMETER HBG _ 2-2x12 RIDGE F' 1 0 / \ z i GROWN M 1 � 5m 3F /11 It TJI 360o16' O.C. _ _ _ _b„1 W •-__ __ F FIBERGLASS COWFM. YY /II l/B TJI�B50 u 16" O.G. 11 1/6 TJI 50 s 16" O.C. x II l/B TJI 350 Ib" O G 1I PAINT, TYP I n m c " 6" 6" A o GL 6" WALLaq 10" Q 2-2x10 HDR _ 4'U" O ry DIAMETER HB/G 5'0"r H'0"TD LI 3 @ g N I o ` F15ERGLA55 COLUMN, - - - - - 2-F- E o TW 52 ry PAINT, TVP. ? TWJUS' pWGnUfiI I _ o CL CL Q ;� 1 vB r o 1 " O.C. _1 , BREAKFAST Qm 1m FRAME WALL FROM STRINGER V H 3-2xB HDR Tout 2 n W N U _ TO CEILING, LEAVE BOTTOM OF z I I q - - r n" ROOM "—'� BmLD uP c.J. m m TO MATCH FLOOR O J. STAIR OPEN TO GARAGE. F i x ' OVER' 9'O" CLG. HGT. E _ 'Q ° ��IIPROTECT WITH 5/B" F.C. GWBENTRY 6' 10" 4'0" 4'0° O i3 HEIGHT ABOVE _ °,$ '� o a F 0• 4'0..o 0 1 0 �I 0 Z r� b, '- INS E STAIRWELL 2-F.J. 1 % - T �' _ p 111 4 IH VENT (., i c V -" 6"�'� ` " �u COVERED PORCH tt O EXT - _ _ _oilz m 11z IL 1I ---- - ENTRY p ;LL ° o 'v V E HA D AI .> I - y ,° MASONRY FINISH a I 'm W FOYER " O W PER AGREEMENT E v P O E CLG. HGT. SULATE S 3-1314" x 11 l/B" LVL m CROWN MLDG. -- -- 4-4x4 4- 1 3/4" x 9 I/2" LVL HpR. i i i 1 lr;!{ NARY FINISH 1 POST _ _ _�_ _ _- 1 GREEM 0 ' 4-2x4 a D W UPI FLUSH TRANSITION FROM FWH 30611 \ `o ' 4-2x4 POST ' P05T 3 Q 3'S 3'S n it 10" DIAMETER HBG FINISHED MASONRY 15 LITE ui m n 3-2x8 HDR. AA 11 FIBERGLASS COLUMN, TO FINISHED DECK • 7 2-2x0 HDR D` IL G D 2-2x10 HDR PAINT. TTP. TW3052 TV3052 _ 5'II"xH'11' TO. BEARING WALL 5'U'4 '0"T[y LINE OF 1 S'2" e FLOOR ABOVE I f11 W � JC 3 DECK _� `9 z Q UL 5/4"x6" DECKING 1 � m a ° GmTYPICAL WINDOW CASING • 14BG36 TYPICAL FLOOR MOULDING 120263 a TYPICAL GROWN MOULDING r 14MV j �' Q 'i FAMILY ROOM 5'0" CLG. HGT. O - N r ro CROWN MLDG. ` I MASONRY FIREPLACE pV µ = x WITH 20" HEARTH PER CODE (1 211) SEE DETAIL SHEET FOR w L Y PROVIDE FRESH AIR INTAKE e V Q " m I AND GLA58 DOORS PER CODE HIGH WIND GONNEGTION --� f T ' 304 VERIFY SIZE, RAISED HEARTH 0 REQUIREMENTS - ' F OPENING PROTECTION BY ENGIINEER: P, � WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE V 4'0"rH'0"T.O_ BEARING Al FASTENING SCHEDULE ON h _ LL ?II DETAIL SHEET IN THIS SET , .4.. o 2-11 l/e" LVAD \ - rn 1 - POST 3 INE CY ®9'9w ai 6" WALL DOUBLE FRAME I W. LL ABOV w `4 AROUND CHIMNEY OPENING TTP II 3 SII }� JEFFREY T. BUTLER, P.E, GUEST ROOM n m 1 a ' \ LINE OF _ ° So` CI-6. HGT ,^ (r _Ik O 'y WALL ABOVE BATH J o - �o W / W t � ) m�r s 4 Z n — o 1' 0'W ' 2'0" 17'8" 1 O u w a ? U� O W Q O • I6' O.C. 1 • I6" O.G. i N O _z z ' •-• GJ I `� I1 a ci g n 'm "r 2J1710"1 8" LVL HDR.�'1 Lu Ib" O. . O f Ji v rc �N 1. TW3052 TW3052 V O Q Q � J W V 9' 2" 13'0" 3' 10" TV Tl TV I' I I•• N 4" 11'0" I I' 0" 6'4" O o n n 1'6" 26'0" 3'6" 15.0•• 9` y" 0 vi c1 34' 8" Q C i/ 90'4" d u FIRST FLOOR PLAN NTERGONNECT PER CODE { LIVINGS AREA /2220 SQ. FT. a CARBON MONOXIDE DETECTOR ONE PER FLOOR DECK AREA = 600 60. FT. PAGE , COVERED PORCH IF ISO $Q. FT, (COMBINED) 4 of 90'4" 3 r 0" 24' h" 34' 8" 2' 10" 18'6" 6' 10" T 10" I T 4" 174" TA'30J6-2 2-2x1 HDR. TR'3W6 h..�]II LL�YI TW7W6 TW7046 34 U' IT 8" 11 2'44 2'4" 1 11' 101, WALL BELOW I e cLo.I cLo. N \ w \ I WAz LL • 16" ac, :o /2x10 RR W 2x10 CJ o l O. " G, 2x10 CJ o F BEDROOM •3 TUB tHOwER ° BEDROOM 04 F_ I UNFINISHED ATTIC 6'0" CLG. HOT. 6b" GLC. NGT. � GROWN MLDG, BATHCROWN MLDG. S \ B'b" GLC. HOT. S 1 ATTIC 1 2X10 RIDGE 3 E.F. /, i NOTE: SEE DORMER m --- 12n, PLA9X6 USA 2'H' T 6" 2'6"10HEwERUPPER FOYERog 6'0" OLG. HGT. LN. R m I a T WI Z'Q GROWN MLDG. I 3 22'0° 3' 6" _ 20' 10" / LL p�0 /, INSULATE R-13 BATH m 6'O" CLC. HOT, E.F, I ' O. x I RAIL PER CODE IiILLM D AIJT O E ING11LA1E R-13 hI D N SR CLO, e LN. 4�0" w- r 0 2 0 TV ll 2,6„ 1 Y ( 44{ 6:2.: 16.. 4'8:: ------- �------------T� Z a 41AIl�I1{{1E� H dWo a � } o � w BEDROOM 02 m , MASTER_ BEDROOM rn 'r 6'0" OLG. HOT. I iTRAY 10'0" F 9EE DETAIL SHEET FOR LL LL GROWN MLDG. GROWN WN MUDG. _ B Z W , HIGH WIND CONNECTION A C I ; � i REQUIREMENTS Lu 8 2.10 RR o " G I /2x10 RR 16" D.L. 3 OPENING PROTECTION BY d 2x10 GJ o 11 2.10 OJ - 16" O.O. WOOD STRUCTURAL PANELS ENGNEER� �________ ____LZQ 10'O-A.F.F.____ Yff F- DETAIL SHEET IN THIS SET FASTENING SCHEDULE ON ___ __ /5 � ad 2%6 WALL ' 26. ° 2 .C. - h ° ICI •' b,0T 7046 r� 52 VANITY ' ...... APTIG max' 9' 6" , 5' 8" 3'6" NOTE: DOUBLE FRAME F JEFFREY T. BUTLER, P.E. AROUND CHIMNEY /2x10 R_ R ° 1 —� OPENING 2x6 CJ ° Ib" O.G. 01 • y 4^ ui MASTER BATH 2 . D.C. - U p N 6'0" CLG. HOT. c I p Dt8 GJ° Ib" O.G. O W m v 7 IC m 14 z p 3 0 ® 2,4., W O p GUGTOM 1 � N HIRLPOOL TU �OWE�( / J N Z_ Z ' VERIFY 612E J m s a Q O w W Y v 14'0:: / \ T0„ N J (Y N Q Q TW31W6 Lu O O O If 9 6" T 4" T 4" d m O 0 o a I�6� 26'0" p 6,: 24' 18" 34'8" d z i 'p 41 90'4" SECOND FLOOR PLAN TYPICAL WINDOW • 146036 TYPICAL FLOOR MOULDING 12D263 TYPICAL GROWN MOULDING • 14MG7 LIVING AREA = III sa. FT. PAGE . SMOKE DETECTOR INTERCONNECT PER CODE e CARBON MONOXIDE DETECTOR O 1 ONE PER FLOOR I 31'0" 13' all a' a" CTQ"I CfpCWI , i 1 , I i , I , , I O 1 i I I i i1 I FRAME WALL ON DOABLE R.R. II - - - ]-R.R. ------ 2 , I j------I---------; - G u U3Do m 0 �ql i I it TYPICAL DORMER (I OF 3J I i ti 11 I ' 1 1 , � I ----------------------------ATTIC I , -------; , - ---` - ----- II d , --------------- - ------- I] r� PITCH ' - - — I I , , I , I II , I , - a I , ---------- -------------------------------- p II W XZiL Q r ul I uj UI O ly N —L - - - - - - - - - - i Il I ' , " I w I , I II l ; I SHINGLE RIDGE CAI- ^RIDGE VENT EN I{�IF�R: - -- FELT PAPER PST ROOF 6HEATHING /TY �� 1 --I ; SHINGLES _\ ____ $' it : I RAFTER i SEE DETAIL SHEET FOR -------------------- HIGH WIND CONNECTION JEFFREY T. BUTLER. P.E. i :li ------------ REgl11REMENTS 11 OPENING PROTECTION BT Lu m uJ WOOD STRUCTURAL PANELS RIDGE BEAM Z II„iIi .ii ___________.III_,,,II, _______________ P NT TO SEE I____________ ______________ FASTENING SCHEDULE ON g❑� } Q aU� ODETAIL SHEET IN THIS SET wRIDGE VENT DETAIL cn O nzz I , N 4 E J W v U a O 0 O O a N O o v 3 cr - s 0-1 ATTIC, PLAN FAGEO. ro of 4" VTR 4" VTR SEE DETAIL SHEET,FOR _ _ -I _ - 2r 12 RIDGE HIGH WIND CONNECTION 3 i - -• 2ro RAFTERS REQWREMENTS `HH - i IR" CD SHEATHING LT'V __ - ----------- LAV i LAV ULC IS+ FELT U. C. Tuls/ i TSB/ ASPHALT ROOF SHINGLE6 TUB SHOWER SHOWER 3! SHOWER CONT. RIDGE VENT OPENING PROTECTION BY7 77 U' 1 WOOD STRUCTURAL PANELS SECOND FLOORLA PERSUANT TO 1609.1.4, SEE ' FASTENING SCHEDULE ON 2" 3" 2u 2 2" 3" 2" 2" 3"' 2" DETAIL SHEET IN THIS SET 2.4 C.T. 16" O.C. _ _„______ T ukC. L,AV -----; SINK W.G. TUBSHOWER TUB 12 ATTIC MAIN FLOOR D.W - - 2" 2' e 3n 77 2 2 3D 2n 2„ 2 C.O. 3' 2x6 STRONG BACK 3" -�" FAI °'' , fl'I,f L`(ISff f10;1{if^i'Il11L ItiPiJ IIS{y1Gl VI I'd0}I(lR 1N)11 (�Sl l i 0.O, C.O. ' �.' R•301N6ULATION ' til hIf LlYl if fllH 1 lilr'lf" % II 'I 1,1 11F�;u I{ r6Ulfl�(� 4" To AN APPROVED O TOP OF PLATE - -- SANITARY SEPTIC SYSTEM _LD ]' GLIB, > W CAST IRON B HOUSE TRAP PLUMBING RISER DIAGRAM (NTS) MASTER BEDROOM BEDROOM 42 R-13 INSULATION 1/2" CDX SHEATHING DOOR 4 WINDOW SCHEDULE: TTYEK HOUGEWRAP CEDAR BIDING VERIFY ALL ROUGH OPENINGS WITH ANDERSEN WINDOWS ARE TO MEET DESIGN PRESSURE OF 40 PSI � TOP OF 5USPLOOR -- -- 3/4" SUPLO AND TO HAVE A U VALUE OF .34 0 TOP OF CEILING-- -- L In ' V2" GWB. In PRODUCT CODE SIZE SHUTTER SIZE TYPE COUNT COMMENTS i FAMILY ROOM - 2Ox30 OVAL 1' 6" x 2' 6" 2' 6" x 3' 6 " WINDOW 3 m 0 3. _ TW2052 2' 1 5/8" x 5' 4 1/8" 2' 10" x 6' 0" WINDOW 2 TW2532-2 5' l 5/16" x 3' 4 1/8" 6' 3.1 . 3' 10" WINDOW r Zirr�T-r-Ir:L ' Irs ni 1 TOP OF SUBFLOOR -- TUJ3046-2 6 3 5/16" x 4' 8 l/8" 6 10" x 5' 3" WINDOW 2 MEETS EGRESS ��-r .�1`-T�I%-7 i -- 9/4" 6UBFLOOR 1 'IvJ u^ � rd'.'; ' 11, I' I^ip .If )Iql 11 h n ", Iu;n '.1;1' +v I Unl 1,1 r, rl . m TOP OF FOUNDATION -- 7-- TW3046 3' 1 5/8" x 4' B l/B" 3' 10" x 5' 3" WINDOW {3 MEETS EGRESS O l R-30 INSULATION •'' ', PITCH iGRADE AWAY (FROM TW3052-3 9' 5" x 5' 4 l/B" 10 3" x 6' 3" WINDOW MEETS EGRESS H e .y FOUNDATION r TW3052 3' 1 9/8" x 5' 4 7/8" 3' 10" x 6' 3" WINDOW 16 MEETS EGRESS �9 S CEILAR2-2x6 cca SILL Lu m 1/2" ANCHOR BOLTS M SILL IEEE 73 x Z Q cry B" COTE SHIELD X Z LL BEE NG FOUNDATION MM 4�, . alb" cor+c. FTG. FWG 60611 6' O° X 6'B' 6� 6" X l'O° SLIDING DOOR 3 MEETS EGRESS ll.l m Q P.C. SLAB O DAMPROOF BELOW GRADE . TOP OF FOOTING -- -- _ - DETAIL SHEET FOR 9'O" X 8'O" OHD 9' O X 80' GARAGE 3 "WINDCODE" O W m ANCHOR BOLT SPACING 0: �f 1 3'O" x 6'8° EXTERNAL 3' O" x 6' 8' 3' 6" x 1' 2" DOOR FRONT DOOR, MEETS EGRESS ({�L/ N O SECTION A-A 3'0" x 6'B" EXTERNAL 3'0" x 6' DOOR 1 3/4 HOUR RATED U y FWH 30611 3' O" x 6' e" 3' 6" x 7 2" DOOR 2 MEETS EGRESS w 7 F I'O" x 6'8" SIDELIGHT 1' x 6 B" I 1' 6" x T' 2" WINDOW 2 ENG_1NEER: y �r RR310.1.1 Minimum opening area, All emergency aecepe end re.cue - openings shall have a mimmrm net cher opening of S.l equere Feat (0.530 - m2) EXCEPTION Grade floor opening. shell have a wrimum net clear " 2x4 C.T. . 16" O.O. opening or 5 .quer. Feet (0.465 m2). 1 RR310.1.2 Mlnlmum op.ning helght. The minimum net clear opening he1gM shell be 24 Inch.. (610 ral po 12 12D RR310.1.3 Mlnlmum opening width. The minimum net clear opening width " sH.11 be 20 inch.. (SOB ..). JEFFREY T. BUTLER, P.E. ATTIC; RR310 LJ OpevMlonal canetrelnte. Emergency eecepe and rescue apaning. .hall be operational from the inside or the room without the u.e ° k 2x4 C.J. 16" C. of key. or tool. orf,\f p�p R-30 IN6ULATION U Y m n L4(l` Lu h /2" CUB, -- -- TOP OF PLATE 0 u u m WAINSCOTT CEG. ZUZ i O W/CROWN MLDG. U) 3 U LIGHT t VENTILATION SCHEDULE: QEr q u } STUD" - COVERED a FLo R FLOOR AREA LIGHTING LIGHTING VENTILATION VENTILATION 0 F J W W tsO FTI PROVIDED REQUIRED PROVIDED REQUIRED O W W. PORCH -_ - ROOM lSQ.FTJ 16Q. T,J 15Q.Fi.I lSQ.FT.J N J W Q n n TOP OF PLATE 3-1314" X 14" LYL GIRDER FIRST FLOOR IN Q J d J POTER/DINNG ROOM 373.1 36.09 29.8 20.1 14.9 Q 3/4' SUB FLOORLu v HI IIS II' ^' ' i•' Ir ' 9r ,! " 14 .1 !fIl i( '{ .,I _- TOP OF 911gFLOOR (FAMILY ROOM R-30 NBULATION -- ' - TOP OF FOUNDATION - c GARAGE 546.5 4..12 0 43.9 26.68 21.9 c KITCHEN/BREAKFAfit 6162 12,11 49.4 40.13 24.7 - 5/6" GWB ON WALL6 AND ROOM/STUDY O 0 v CEILING PER CODE GUEST ROOM 252.2 2406 23.2 13.34 11.6 a CE AR U - SECOND FLOOR TOP OF FOUNDATION BEDROOM n 243 20.62 19.4 11.46 912 -_ _- ,r 4" P,C, SLAB ,-- - P.C. SLAB 4 BEDROOM •3 240 30.93 19.2 1"1.3 9.6 PAGE : TOP OF FOOTING -- -- TOP OF FOOTING @ BEDROOM V 220 3093 11.6 11.3 B 8.8 a SECTION -B SECTION /1N MABTER BEDROOM 306 36.8 24.48 1 46 12.24 O f FACE OF FOOTING 2.4 CONTINUOUS LATERAL BRACE AT 6' O.G. TABLE 1609.1.4 WIND-BORNE DEBRIS PROTECTION FASTENINGS SCHEDULE TRUSS OR CEILING JOIST FOR WOOD STRUCTURAL PANELS 2-106 NAILS GABLE END TRUSS FASTENER SPACING w w 2 FEET 4 FEET 6 FEET r U Q PANEL 2 FEETAN S PANEL 4 FEETPAN ( PANEL 6 FEETPAN ( PANEL 8 FEETPAN � N FASTENER TYPE W I � w w Q 2 1/2" "6 WOOD SCREWSIz" 9" w --� NAILS WOOD SCREWS 16" 12" H,3 BUT'EXCEED EEDrNOTAX H Ed COOLER NAILS AT 10" O.C. a MEROOF THIS AST EDN 33MAXIMUMFEET OR WIND SPEED (3 SECOND GUST) OF 130 MPH AND H/2 BUT NEED NOT \\/��� BRA ELOCH NAILED-10d NAILS TO EACH I,. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. UJIEXCEED 15 FT. MAX, C. NAILS SHALL BE IOd COMMON OR 126 BOX NAILS. GYPSUM BOARD d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE N/� ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM /�/ I/ 5d COOLER NAILS AT T' O.G. WITHDRAWAL CAPACITY OF 4SO POUNDS. 20 GAUGE STRAP e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 1/16 INCH (11.1 m) i AND A MAXIMUM OF B FEET (2438 mm). o IO-9d NAILS m F. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT FOUNDATION CLEARANCE FROM SLOPES HARDWARE PROVIDED. 9, TABLE FROM SBCCI - IBSS EDITION. FIGURE 8403,1,7, 1 ENDWALL STUDS GABLE ENDWALL BRACING (WFCPI FIGURE 3,roa) N 0 r 0 EXTERIOR OR BEARING WALL TOP PLATES C ENDWALL JOIST A A STUD NOTCH GREATER THAN BLOCKIN 50% OF THE PLATE WIDTH BLOCKIN 16d NAIL AT 24" O.G. GTPSIJM BOARD BOREDHOLE MAX DIAMETER 60% OF STUD DEPTH 16 GAGE (0.054") AND L5" WIDE METAL TIE ACROSS AND TO EACH SECTION A-A 5/8" MIN. TO EDGE SIDE OF THE NOTCH WITH 8-16d NAILS EACH SIDE X a 5/e" MIN. TO EDGE WOOD STRUCTURAL PANEL = u' FLOOR BRACING AT END BAPS INSTALLED 1N ACCORDANCE W m NOTCH MUST NOT EXCEED TOP PLATES (A NAIL AT 6" GE (TABLE 3IN SCHEDULE HIGH WIND EDITION) — r 40% OF STUD DEPTH (ALL PANEL EDGES) (WFCM FIGURE 3,C b) 56 NAIL AT Ir' O.G. ON ALL �? y FRAMING MEMBERS NOT AT O m PIPE PANEL EDGES r BORED HOLES SHALL NOT (a) OUTSIDE CORNER DETAIL F— BE LOCATED IN THE SAME IV 8d NAIL AT UJ GROSS SECTION OF CUT OR NOTCH IN STUD TOP PLATE FRAMING TO ACCOMMODATE PIPING 9d NAIL AT 6" G.G. GYPSUM BOARD W O m (ALL PANEL EDGES) 0- m NOTCHING AND BLLORED HOLE LIMITATIONS NAILS BASED ON JJ_ SHEAR WALL REQUIREMENTS Lu FOR INTERIOR NONBEARING WALLS WOOD STRUCTURAL PANEL (WFC;M 199585C HIGH WIND EDITION, 3,4.3.1, I) INSTALLED IN ACCORDANCE 66 NAIL AT 24" Q.G. WITH NAILING SCHEDULE %" "--ENGIN R: - NO CEILINGCENTER 2x BLOCKING (TABLE 3.1, WCFM HIGH WIND EDITION) DIAPHRAGM RAFTERS AND CEILING REQUIRED ON SHEATHING JOINT ad NAIL AT 6" O.C. ON ALL JOISTS OR APPROVED FRAMING MEMBERS AT PANELrN' L per ROOF TRUSS 15/32 WOOD STRUCTURAL PANELS EDGES AND 12" O.G. ON ALL ON GABLE FACE AND ON WALL BELOW FRAMING MEMBERS NOT AT BASED ON 54EARWALL REQUIREMENTS PANEL EDGES 70P PLATE SECOND STORY TOP PLATE- (b) INSIDE CORNER DETAILlb SEE DRILLING AND ST NOTCHING PROVISIONS GABLE ENDWALL, EXTERIOR CORNER FRAMING BET PERMITTED TO PREFERRED METHOD BALLOON FRAMING BE CUT OR NOTCHED TOP PLATES FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- JEFFREY T. BUTLER, P.E. SEE DRILLING AND SEE DRILLING AND BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS WFGM SECTION 3.4.1.1.1 k WFGM SECTION 3.3.1.1.1 1BA 1/3 SPA 1 '\'—�11 I JOIST ENDS TO BE WALL of Z H STUD O -L BLOCKED AGAINST WALL ROTATION IN ACCORDANCE ROOF FRAMING- DOUBLE TOP PLATE 4„ WALL 'O.nn O u WITH WFCM 33.13-END RESTRAINT V " FOR BLOCKING AND 3.3.1.4 BRIDGING \/ _ W � W BORED HOLE MAX TOP PLATE BAND JOIST AND BRIDGING DIAMETER 40% OR BLOCKING �� `^ W OF STUD DEPTH SEE WFCM SECTION 3 3 na Q 5/8" MIN. TO EDGE BEARING "cR PLE siu�s 21" CLEARANCE 30" 2 A . QIy WALL CONNECTORS V, HADER REQUIRED IN FRONT OF5/8" MIN. TO EDGE A ; 1 Q Q LAP JOIST 3 IN. MIN. OPENING NOTCH MUST NOT EXCEED BAND JOIST BOTTOM PLATE, LAVATORIES < Z N 25% OF STUD DEPTH OR BLOCKING SHOWER � � Q NOTCHES SHALL NOT BE WATER FULL LENGTH CLOSET Q z LOCATED IN MIDDLE ONE- JOIST HEADER STUDS OR BIDET z THIRD WALL STUDS WALL (Q p OF STUD LENGTH BILL PLATE I5" 5. WALL W Q p CRAWL SPADE NOTE: 0 Q Q Q 9 BUBFLDQR IF HOLE IS BETWEEN 40% AND 60% UPLIFT CONNECTION 15 REQUIRED Q Z OR BASEMENT OF STUD DEPTH, THEN STUD MUST BE ---------------------DOUBLE AND NO MORE THAN TWO Q BORED HOLES SHALL NOT T 'FOfJNDATION -- 1;`� -------- --- __ AT EACH END OF HEADER AND BE LOGA'ED IN THE SAME AT SUC ESS•IVE STUDS ARE DOUG ED `NtJ�UPLI�i ADDITTO CONNTTOM Or ECTORS EGTORDER B AS IN CROSS SECTION OF CUT OR QIV t� tiOTGH iN ST-0 AND SC BOREDBOREDWALL STUDS AND AT TOP AND RpjPUR$' BOTTOM OF CRIPPLES 21" CLEARANCE 21" CLEARANCE A All x NOTCHING AND BORED HOLE LIMITATIONS PLATFORM FRAMING INTERMEDIATE B BEARING WALL FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL WALL, FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT FAGS : (WFCM 1995 SBC HIGH WIND EDITION, 3,4.1. 1,1) CONNECTIONS FOR OPENINGS WATER CLOSETS FIGURE R3012 of 2 MINIMUM FIXTURE CLEARANCES The design of this structure is based upon the prescriptive approach using the GENERAL NOTES' (TABLE 3.8 WPGM HIGH WIND EDITION) 120 MILE PER HOUR ZONE - NAILING SCHEDULE Wood Frame Construction Manual,High Wind Edition (WFCM)published by The American Forest 1 All work shall be performed In accordance with all state, and Paper Association, IT 995) 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 construction For the Climatic and Geographical Design Criteria,see Table R301.2(1)on cover sheet. practice. (I10 MPH 3-SECOND GUST . 90 MPH F [P FASTEST-MILE WIND SPEED PER TABLE RB-1.2J.31) All non-engineered lumber to be Douglas Fir 42 or better The American Institute of Architects CondWons shall apply STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Wind Limiratlone-Section R301.2 1 to all work performed on this project. SHEATHING LOCATION STUD SPACING JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design Criteria-Section R301 2 1 1 (See Table R301 2 1,2 for Wind-Borne Debris Protection 2.The Contractor shall verify all conditions at the site Any (SEE NOTE U (INCHES, O.C.) OR PANEL SIDING FOR Oct COMMON NAILS a Featening Schedule For Wood Structural Panels) discrepancies must be brought to the attention of the Engineer (SEE NOTE 3) (INCHES, O.C.) ROOF FRAMING Dead Load-Section R301.3 prior to commencement of canstruction The Contractor shall be E 6 (SEE NOTE 3) Live Load-Section R301 4 responsible for corrections not reported once he hes started work 4' PERIMETER EDGE ZON I6 RAFTER To TOP PLATE (TOE-NAILED) 4-Bd PER RAFTER Light and Ventilatlon-Sedlon R303 except for hidden job conditions F ° 9 6 (SEE NOTE 3) CEILING JOIST TO TOP PLATE rTOE-NAILED) Minimum Room Areae-Section R304 3 Convector shall guarantee to the Owner that all d that ale and 4-Bd PER JOIST Ceiling Height-Sedlon R305 equipment Incorporated in the work will he new,end that all work E 6 will be of quality, INTERIOR ZONE I6 CEILING JOIST To PARALLEL RAFTER !FACE-NAILED) 9-I6d EACH LAP TolfSanitBath and R306 of one year uhe ,free from faults and defects for u period F 12 (SEE NOTE 2) Tolle!Beth end Shower Spaces-Section R307 y r fiom the date of the final Certificate of Occupancy. CEILING JOIST LAPS OVER PARTITIONS !FACE-NAILED) Glazing-Sactlon 8306 4 The Engineer shall not be responsible for the construction means, 9-16d EACH LAP methods,techniques, E 4 !BEE NOTE 4J Garages and Carp cbon R309 sues, sequencesprocedures,or for the safety GABLE ENDWALL RAKE AND RAKE TRUSS COLLAR TIE To RAFTER (PAGE-NAILED) b-ed PER TIE Emergency Escape and nd Resc4e Openings-Section R310 precautions and programs In connection with the work,and he F Exits-Sacllon R311 shall not be responsible for the contractors(ailuro to carry out BLOCKING TO RAFTER !TOE-NAILED) 2-Bd EACH END Landings-Section R312 the work in accordance with the construction documents. The E - NAIL SPACING AT PANEL EDGES (IN.) Ramps-Sedlon R313 Engineer shall not be responsible for the acts or omissions by F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) RIM BOARD TO RAFTER LEND-NAILED) 2-I6d EACH END Steinways-Section R314 the contractor, No changes shall be made In the documents WALL FRAMING Handraila-Section R315 and/or the building as designed without the expressed written 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH buartls-Section R316 consent of the Engineer. SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED, °• 5 The contractor and all subcontractors shall maintain continuous TOP PLATE TO TOP PLATE (FACE-NAILED) Z-Ibd !BEE NOTE IJ PER FOOT Smoke Alarms-Section R317 • Foam PlesticSectlon R318 Insurance coverage Including statutory policies (Worker 2, TABULATED 12 INCH O.O, NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING TOP PLATES A7 INTERSECTIONS (FACE-NAILED) 4-I6d JOINTS - EACH SIDE Flame Spread and Smoke-Section R319 Compensation,etc)and general liability In an mount not °• Sim eon 5tron The Insulation-Section R320 less that$5 million and automobile liability and damage MEMBERS WITH G10.49. FOR FRAMING MEMBERS WITH 0.42WGf0.49, THE NAIL SPACINGS SHALL BE •o p g' coverage not less than$2 million The En •� STUD O STUD /PAGE-NAILED) REDUCED TO 6 INCHES O.G. 2-Ibd 24" O.G. Dwelling Unit Separation-Section R321 Engineer shall be ° MT630 OR MT8I2 Moisture Vapor Retarders-Section R322 a named insured on any and all policies. HEADER TO HEADER !FACE-NAILED) Ibd I(" O.C. ALONG EDGES Protection Against Decay-Section R323 5 Provide 0 025"aluminum termite shields over fibrous 3. TABULATED e, INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING AT EACH ROOF RAFTER TOP OR BOTTOM PLATE TO STUD LEND-NAILED) Protection Against Termltea-Sedlon R324 insulation el all perimeter sills MEMBCIERS WITH GFOR FRAMING MEMBERS WITH 0.42Ka2'0.49, THE NAIL SPACINGS SHALL BE USE 8-I66 NAILS AT Z-Ibd PER 2x4 BTUs Site Address-Section R325 7. All wood In contact with concrete or masonry to be Walmanized REDUCED TO 4 INCHES O,C. EACH END 3-Ibd PER 2xb STUD Accesaibility-Section R326 or pressure creasoled. Flood Resistant Construction-Section R327 8.A single station smoke detector alarm device shall be Installed 4. TABULATED 4 INCH O.O, NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING i n each be 0 Broom,on all0oors end shall bS all Interconnected er coda 4-Ibd PER 2xB STUD P MEMBERS WITH G10.49. FOR FRAMING MEMBERS WITH 0.4ZZGt0.49, THE NAIL SPACINGS SHALL BE STUD TO ROOF RAFTER w Fesign based upon 9 All bathrooms without operable windows to be mechanically ventilated REDUCED TO 3 INCHES O.C. rc BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING (FACE-NAILED) 2-Ibd (SEE NOTE 1,2) PER FOOT Design based upon presumptive load beading values of sandy gravel and/or gravel at 3000 pounds as per New York State Cade. CONNECTION persquare Poet Contractor to consult Engineer If different soil materials are found upon excavation, 10.Heating le be designed to provide 70 degrees F.with outdoor FLOOR FRAMING - p designed air-temperature of 0 degrees F.and 15 MPH wind. or teat hole,for alternative footing and foundation wall design. 11.All electrical work to be in accordance to the rules and JOIST 70 SILL, 70p PLATE OR GIRDER (TOE-NAILED) 4-ed PER JOIST Foundation Nates: regulations of the N.Y B F U.and a N Y.S.F.U.certificate Is Simpson StronI BRIDGING To J0167 !TOE-NAILED) 2-8d EACH END X"Anchor Bolts(SSTB 28)Sae chart on this sheet for spacing to be presented to the Owner at the completion of the lob. MT5I2 - 16° O,C, B"poured concrete foundation wall, B'0"high,3000#test 12.Plumbing installation to comply with State and Local codes USE 4-Sri NAILS BLOCKING TO JOIST (TOE-NAILED) 2-Bd EACH END Minimum depth-Section 403.1.4,48"minimum coverage to top of footing and the sewage disposal system to meat Health Department standards. 16"x 8"poured concrete Wall footings,3000#test 13. Dc not scale drawings. Use figura dimensions only AT EACH STUD BLOCKING TO SILL OR TOP PLATE (i0E NAILED) 3-I6d EACH BLOCK 2-1 'W x 11 718"Microlam Girder(or 3'A"x 11 7/8"Power Beam) 14.All work to conform to the miss and regulators of the New York LEDGER STRIP TO BEAM (FACE-NAILED) 4"poured concrete floor slab with 6x6x#10 mash and vapor bamer Energy Conservation Construction Code All glazed area to be double 3-I6d EACH JOIST Damp proofing at exterior foundation below grade-Section R406 glazed and all exterior doors to have Insulated cares. w 30"x 30"x 12"dee g the The Insulation station as indicated on these lens exceeds O JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-Bd PER JOIST P poured concrete column footings,3000#test P p L Deck and porch footings men as noted, m of 8teat,46"minimum buried depth the Code's minimum standards BAND JOIST TO JOIST !END-NAILED) 3-I6d PER JOIST Foundation wall to extend a minimum of B"shove finished grade ifi.These drawings and specifications are instruments of service and a uU All footings to be camed down to undisturbed soil shall remain the property of the Engineer whether the project for BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-I6d (SEE NOTE U PER FOOT Ns footing shall be get higher than a 30 degree angle from any other footing which they are made is executed or not. They may not be used 0 b o x Pour no concrete on frozen ground or in freezing weather on any other project except by written authorization of the Engineer ROOF SHEATHING Provideft X'steel tally columns 17.The engineer has not been retained for site supervision, on-site STRUCTURAL PANELSBackfillinspections and certifications as required or requested by the owner, anchored shell not tplaced against the wall unlit the wall has sufficient strength end hes been contractor or local building department act (SEE TABLE 3.86) an J anchored to the floor above,or has been sufficiently braced to prevent damage � DIAGONAL BOARD SHEATHING by the backfill(Section R404.1,7) UPLIFT-CONTINUOUS PATH CONNECTORS "xb" OR "x0" 2-ed PER SUPPORT Floors-WFCM Prescriptive Method 0 a Floor framing shall be nailed in accordance with Table 3 1 WFCM NIGH WIND EDITION USE SIMPSON PRODUCT SE -TIE CONNECTORS P'x10" OR WIDER 3-ad PER SUPPORT Dreblocking- Section 5502 12 FOLLOW PRODUCT SELECTION GUIDE AND Firablocking-Section R60213 INSTALLATION MANUAL FOR HIGH WIND RESISTANT ° a CEILING SHEATHING CONSTRUCTION CATALOG C-HW02 S 0 GYPSUM WALLBOARD Floor ConsWotlon. ANCHOR BOLTS IN FOUNDATION USE: o 5d COOLERS l" 10" FIELD 3/4p OSB plywood aubflooL fasten per Table 3.1 WFCM LTP4 - I6° O.0 Floorjoiels:Sse Foundation and Floor Plans, spacing as noted SST828 WITH BEARING PLATE, SEE FOUNDATION p WALL SHEATHING Fasten per Table 3.1 WFCM NOTES FOR SPACING A7 EXTERIOR STRUCTURAL PANELS 2-2x6 CCA sill with termite shield and sill seal PERIMITER AND ° ad (SEE TABLE 3.9) BILL IF D.C.ARIM T USE Simpson Strong-Tie Finish floors per agreement LTP4 i6'O.C.AT EXTERIOR PERIMETER GARAGE/HOUSE MSTA36 - I6° O.G. FIREBOARD PANELS AND GARAGEIHOUSE COMMON WALL COMMON WALL 1 X I T Well framinConstg uanon-WFCM Prescriptive ben nailed USE 4-5dEACH NAILS 25/ 6d 3" EDGE / b" FIELD Well framing end finishing shall be nailed and or screwed In accordance with USE 4 Bd NAILS AT EACH ENb USE 4-8dEACH NAILS AT EACH STUD (�/ 2 .4 29/32" Table3.1WFCM AT EACH END - i K�- ed 3" EDGE / b" FIELD ixB Pine!aerie,wrap GARAGE STUD TO GARAGE SILL PLATE USE LL Overhangs SSP CONNECTOR AT 16"O C L GYPSUM WALLBOARD bd COOLERS Y' EDGE / t0" FIELD fled as USE 4 ad NAILS AT EACH END SILL PLATE TO RIM JOIST AND FLOOR TO FLOOR CONNECTIONS do ry Vinyl vented sante aq HARDBOARD Aluminum gutters and feeders Q _ t- ed BEE TABLE 3.9) RIM JOIST TO STUD CONNECTION USE � _ Siding:$ee Elevations PARTICLEBOARD PANELS Bd (SEE TABLE 3.13) Tyvekhousewrep MTS 12, ifi"OC RIM JOIST TO STUD CONNECTION d) h"OSB sheathing, sae fastening schedule, Table 3 1 WFCM USE 4 8d NAILS AT EACH END BOARD SHEATHING 2X4 Studs @ 16"ton.with 2x4 shoe and double 2x4 plate On a `^ Q DIAGONAL � FLOOR TO FLOOR CONNECTION USE ° O II' 5/Gypsum Wali board MSTA 36, 16"O.0 I"-10"OR IWID 2-Bd PER SUPPORT 5/B"Type XGWBll genua USE 4 Bid NAILS AT EACH ENO " OR WIDER 3-Bd PER SUPPORT ,4„MR GWS in well areae 3 dl At least one window In each sleeping room shall comply with the exit requirements c(sectlon R310 FOR CANTILEVER CONDITION USE MTSI2, 16"O C I/2" SPACING—\ BLOCKING AT 03 FLOOR SHEATHING g g ' g ) g USE 4 ad NAILS AT EACH END W Hale driller end notching on-lssilin in a urs Rfi02.6(1 for beano wells ALLOWS o 24" O.C. ALLOWS /'— and figure riotR60comer ming detail walls 00 RAFTER TO STUD CONNECTION USE HOLDDOWN HOLDDOWN � O CO STRUCTURAL PANELS Fallow exterior comer fremmg defiail figure R602 10.5 MTS 12, EACH ROOF RAFTER INSTALLATION SIDEWALL INSTALLATION I" OR LESS ad 6" EDGE / 12" FIELD Roof Assemblies-WFCM Prescriptive Method USE 8 16d NAILS AT EACH END GREATER THAN I" Asphalt strip shingles shall have a minimum of stz(6)fasteners per shingle(section R905 6) 1od 6" EDGE / 6" FIELD Underlayment application(Section R905.2.7) RAFTER TO RIDGE TO RAFTER CONNECTION USE Simpson Strong-Tie CS20 USE 8-8d NAILS IN EACH END ENDWALL oLL DIAGONAL BOARD SHEATHING For roof slopes of WU(2)units vertical in twelve(12)units horizontal(17-percent slope), MT512 u to four(4)units vertical In twelve 12 units horizontal (33-percent slope), undede ment AT EACH ROOF RAFTER p O ( ) ( pY AT EACH STUD (PH D ) I"x6" OR I"x0" 2-Bd PER SUPPORT shall be two(2)layers applied In the following manner.Apply a 79-Inch(483 mm)strip of o 0 0 � underlayment felt parallel with and stamng at the eaves,fastened sufficiently to hold in place. DECK POST TO CONCRETE CONNECTION USE (PHOS) 0 CORNER STUD "xl0" OR WIDER Starting at the Save,apply 36-inch-wide 914 mm sheets of undede ment,overlappingPBS44A FOR EACH POST-USE 14- 1fid NAILS CONNECTED TO 3-Sri PER SUPPORT g ppY ( I Y o EN successive sheets 191nches(483 mm),and fastened sufficiently to hold in place. DECK POST TO GIRDER CONNECTION USE TRANSFER SHEAR o INE€ ''4, I. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON 4 For roof slopes 0f(Onr(4)UrIB3 VartICSI m twelve(12)nolle 0 2-I6d COMMON { Ca'E iv,:,�v�:,€'-� ENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED E TORS, TER AT THE PANEL EDGE PC44 FOR EACH POST c HOLDDOWN o NAILS AT 0" O,G. t on y b Act TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR 9TRULIDRAL MEMBERS SHALL BE DOUBLED OR ALTERNATE CONNECTORS, eUGH AS SHEAR PLATES. SHALL BE USED TO MAINTAIN THE LOAD PATH. Ice Protection (Section R 905.2.7 1) i O Undadaymenl In High wind(Section R 905 2 7 2) GIRDER TO DECK JOIST CONNECTION USE (PHD5) a 7 "x I MT812 @ EACH JOIST `?( / Ca ]. WHEN WALL SHEATHING 16 CONTINUOUS ODER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I6d NAIL PER FOOT Flashing (Section R 905.2 8) � Chimney's and yl Ch aces-Chapter 10 GIRDER E DECK JOIST CONNECTION USE '-NAIL COMMON ® CORNER STUD Energy Efficiency-Chapter 11, see attached repot MT512 EACH JOIST o NAILS AT 6° O.C. o TRANSFER CONNECTED STO HEAR Mechanical-Chapter 12 General Mechanical Systems-Chapter 13 PORCH POST TO DECK USE: (TABLE 3.2AWFCM HIGH WIND EDITION) Heating and Cooling Equipment-Chapter 14 2-AC4 -USE 14-16d NAILS Exhaust Systeme-Chapter 15 SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL a SHEAR LOADS Duct Systems-Chapter 16 PORCH POST 70 GIRDER USE 2-AC4 Combustion At-Chapter p USE 14-16d NAILS JEFFREY T. BUTLER, P,E- ANGHOR BOLT CONNECTION FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT SPACING Chimneys end Vents-Chapter 18 SUPPORTING EDGE NAIL SPACING (IN.) (1/2" ANCHOR BOLTS) Plumbing-ParlVll PORCH ROOF RAFTER TO GIRDER USE: FLOOR TO FLOOR CONNECTIONS- 1 3/4" MINIMUM MTS 12 AT EACH ROOF RAFTER m SILL PLATE TO FOUNDATION I STORY qy EDGE DISTANCE k CRAWL SPACE OR BASEMENT) 23 BP CANTILEVER CONDITION HOLD DOWN BRACKETS AT SHEAR WALL CORNERS 2 STORIES ALL 3 STORIES 3 119 AND WINDOW AND DOOR OPENINGS F. N WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES (51.46-ON-GRADEJ 6 36 (WFCM FIGURE 3.1a 4 4-lb) W z Q Slmpeon Strong-Tie Z Z NOTE MAX 12 FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARIN3 PLATE BT SIMPSON, SEE DETAIL � U210 2X6 � � Q 4" A AT EACH RAFTER U Simpson strong-Tie 1e Q 4-IOd x 1 1/2" U 4w Ul (TABLE 3.9 WFCM HIGH WIND EDITION) AC4 J WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS AT EACH POST NOTE: ATTACH LEDGER TO FRAMING MEMBER RIDGE TENSION STRAP (120 MPH 3-SECOND GUST = 100 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1.2.1,3ll SEE PLAN WITH 2-1/2" X 5" LAG BOLTS AT 16" 0520 USE B-Bd NAILS Q _ ON CENTER IN EACH END AT '� Q Y_ SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING EACH ROOF RAFTER ° . r (SEE NOTE I) (INCHES, O.C.) OR PANEL SIDING FOR Bd COMMON NAILS (SEE NOTE 31 (INCHES, O.C.) • 44 Q Q Q " 4' EDGE ZONE 16 E 6 0 • Simpson Strong-TIe F 12 (SEE NOTE 2) U210 2X& AT EACH CEILING JOIST o � INTERIOR ZONE 16 E b 4 4-IOd x 1 1/2" RAFTER r F 12 7 Q E = NAIL SPACING AT PANEL EDGES (IN,) F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD ON.) 0 7 • 4 a Simpson Strong-Tie I. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT 2" MINIMUM U20 2X6 REQUIREMENTS SHALL BE USED. SIDECOVER 'Ti jf. '•r AT EACH DECK/PORCH JOIST ROG BEAM Simpson Strong-TIe i 2. TABULATED '2 INCH 0 C. PAIL SPACING- ASSUMES SHEATHING ATTACHED ?O STUD FRAMING PBS44 / 4-IOd x I/2" MEMBERS JI-IL 320 49. FOR FRLM'NG ^)EMBERS WITH 0.4;KG{0,49, THE NAI_ SPACINGS SHALL AT EACH POST FOOTING Simpson Strong-Tie BE REDUCED -G 6 'NCHES O,G. PORCH COLUMN CONNECTIONS 55TB2e WITH BP TYPICAL PORCH/DECK RIDGE TENSION STRAP DETAIL 2 Of 2 OLT DETAIL 3. FOR EXTER,OR PANEL SIDING GAL✓ANIZEC BOX NAIL5 SH4LL BE PERr.ITTED TO BE SUBSTITUTED ANCHOR BLEDGER CONNECTIONS FDR GO^""^pN NAILS - d { { 5 89.44'10_E _ _ _ _ _ _ 180.00_ ri r '{ LAUREL TRAIL / EXISTING SINGLE FAMILY L=25.00, �� RESIDENCE R=27'99' / (PUBLIC, j N \ / WATER) j Pim W m N �S \\ LOT #11 r m � X $ <CLo \ LOT #12 \ /op SINGLE \ / \\ FAMPY RE5IDENGE \ ENe{PEER, uf Hey Fi C. D OPEN SPAGE PARCEL A \ ` \ \ � o (VACANT) \ ` \ l90\ iae °mss+o�P`a \ , `� ` ti43\ /fib• aovyrv+4°' .EFFREY T. BUTLER P.E. IS, P OPOSED \ / y ` 20 � O POOL \ a\\ \ \ fir k Q m \ 1 3 Z o _ Io � < J ', C) tL ry SITE PLAN o a 20 10 O 20 40 60 50 100 Q 98' . GRAPHIC 50ALE I" = 20`0" Z Ly 0 � � PA G7E : l of 90'4" 311011 24'8" 34'8" 2' 10" 18'6" 6' 10" 2' I0" IT 4" IT4" TW3wG-2 1-1x10 HDR. `•o - C O. MB �i iry TW3w6 - TW3wb TW3W _ EGR 6 V O c REQUIRE MENTB 12'8" 2-4- 2'4" 11, 101, c WALL BELOW 2' a 11'4" I 6'0" c -v CLO.I CLO. N c o. e b GUEST ROOM: GUEST ROOM I BATH AREA • 174 ec7 T. ® LIGHTING REO I S • 21. 8$ 0 9'O°--CLS .\ I LIGHTING PRO DED . 20, FT FT. X6 WA VENT REQUIRE. 51. 9S FT ui VENT PROVID 11.07 BO. T. p ZxlO • 14' 0.C. ro /1x10 RR • Ua" O.O. \ ' m xxW W • „ O.G. Zx10 CJ • d 2'6" 2'4" BEDROOM 03 TotHOuIER BEDROOM 04 FIN P NO" CLG. NGT. ' 0'0' CLG. HOT OH CROWN MLDG. BATH CROWN MLDG, 20'U„ e'O" CLO. HOT. �j (D \ /2X10 O.J 6 0 00 1 ATTIC i \. _2X10 RIDS 7 - NOTE: 6EE DORMER > E.F, PLAN ABOVE � I ' Ae r 1x6 —• LL'_ O /8" RE O'O£cL O HOT. M P qq b HDR. aC O Tei UPPER FOYER o B 10 Ld _ iI I 0'O" SLG. HOT. LN. i - W / GROWN MLDG. n B'0" LL 22'0" 3'6" 20' 10" c i BATH n e'O" CLG. HOT. E.F. RAIL PER CODE MEEiB m II I P E REQUIREMENTS W O 2-7xla HDR. � � r CLO. b LN. `e 4'0" D ' r v 7774V 6'2" 1'6" 4'8" _ _ _ I ' X z LL ca. . R.F. W Q a � I ; w N BEDROOM •2 MASTER BEDROOM 4" VTR 1' -per, o DO" CLG. HOT, I TRAY GL. • 10'0' a_ a CROON MLOG. S CROWN MLOG. i – BEE DETAIL SHEET FOR �- i HIGH WIND CONNECTION LL b w I i i REQUIREMENTS 3" W -------------- _ --' LBV b • I � /xz10 RR • 16" O.G. � OPENING PROTECTION BT WAC. n 2x10 W • " 0.4 2d0 CJ • K" O.c. i WOOD STRUCTURAL PANELS SHOWER E 177 AT ID'S° A.F.F. PERSUANT TO 1609.1.4, SEE - 13' FASTENING SCHEDULE ON SECOND FLOOR DETAIL SHEET IN THIS SET u " _ .�P PEY L O 13'0" _______LTD_'______________ 2„ 3„ 2 2 c FF fir! O a° 3 r 7X6 WALL ' n LI .C. w6 NCO O C7 ID LSI 52VANITY W,LG.^ MAIN FLOOR 9�FESSIONP�� S y,6:, Anlc 5,8. 3:6:: F N07E DOUBLE FRAME JEFFREY T. BUTLER, P.E. /2x10 04. _y AROUND CHIMNEY RR • li" O 2x6 CJ •� OPENING FAI 9 W 0 MASTER BATH w JJ r, m x I. • b" C. 6 - V 5 0'0" CLO. HGT. I Die C.I. I6" O.G. O Z L m ' a TO AN APPROVED ® 7,4,. SANITARY SEPTIC SYSTEM O - E.F Lu N U GUOTOM CAST IRON - cc R2LPOOL HOUSE TRAP z Z m VERIFY BI:E w.l_c- PLUMBING RISER DIAGRAM (NTS) h (BATH OVER GARAGE) M Ia:O„ 5,0.: N J a g IaV g TW3w6 Q co co egg o 6'6" 19' 6" IT 4" IT 4,: d 'm o a 16 26'0" 34' 8" 13 �U04 d ° U � 90'4" TYPICAL USECOND FLOOR PLAN ;DLRomM LD 36 TYPICAL cRowry MouLDIrvG . wMn , LIVING AREA = 1680 SQ. FT. FAG E � eSMOKE ETECTNECTPR CODE REVISION TO PERMIT 030420ZINTERC e CARBON MONOXIDE DETECTOR ✓a of '� ONE PER FLOOR