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HomeMy WebLinkAbout31386-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31878 THIS CERTIFIES that the building NEW DWELLING Date: 09/28/06 Location of Property: 1100 CHESTNUT RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 59 Block 3 Lot 16.4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 18, 2005 pursuant to which Building Permit No. 31386-Z dated AUGUST 23, 2005 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 GARAGE & WOOD DECKS AS APPLIED The certificate is issued to STEPHEN & MAUREEN BARBARA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0257 ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 07/21/06 2090939 08/23/06 07/26/06 R.J.M. PLUMBING & HEATING Au'/1.61orized Signature 13 Form No. 6 TOWN OF SOUTHOLD " BUILDING DEPARTMENT { TOWN HALL 765-1802 SEP 2 2rQ6 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Departmen�uit IZ, foTlowing: J A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date._ 9/0?7/0& New Construction: Old or Pre-existing Building: (check one) Location of Property: //Oo House No. J(U Street Owner or Owners of Property: 5)-t_-P9EN M,,WReiTv 6AR(gA U4 Suffolk County Tax Map No 1000, Section x%7,3 81e17LOS9 Block Subdivision Filed Map. iii Hamlet Lot Off& OC)K- Lot: Permit No. 3i36(, Date of Permit. F COS- Applicant:-Ttz:?'#jpi 9 M/1yRezoJ 46gR,6Ae4 Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ 1-25, " o 13 Cn � 3187K Underwriters Approval: Final Certificate: (check one) 04zz,Za Aiib � ApplicanVSignature 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. 31386 Z Date AUGUST 23, 2005 Permission is hereby granted to: FREDERICK E GLASSER (j? O kA) 2195 HENRY'S LANE PECONIC,NY 11958 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1100 CHESTNUT RD SOUTHOLD County Tax Map No. 473889 Section 059 Block 0003 Lot No. 016.004 pursuant to application dated AUGUST 18, 2005 and approved by the Building Inspector to expire on FEBRUARY 30, 2007. Fee $ 2,343.90 ure ORIGINAL Rev. 5/8/02 O rJ@PcPrJ�rJ�cPr trJ�rJ�rJ�rJ�rJ�cPrJ�rJ�rJr�rPrPrJ�r PcPrJ�rJ�cPrJ�rJ�rJ�� frJi : i: i: i i:: 12 i�rJ�rJ�rJ�rJ�rJ�cPrJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ@PrJ�rJ�rJ�cPcPrHrJ'MMINENE P o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 S NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 53 40 FULTON STREET — NEW YORK, NY 10038 55 c5 5 CERTIFIES THAT S Upon the application of upon premises awned by c 5 UNITED ELECTRIC CO. L.I. TECH CONSTRUCTION CORP. e5 5 35 URBAN AVENUE 1100 CHESTNUT RD 5 5 WESTBURY, NEW YORK 11590, SOUTHOLD, NY 11971 5 Located at 1100 CHESTNUT RD SOUTHOLD, NY 11971 �5 5 e5 S Application Number: 2090939 Certificate Number: 2090939 eS 55 Section: 59 Block: 3 Lot: 16.4 Building Permit: 31386 BDC: ns11 5 �IC Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of r5j 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, 5 A inspection the limited to devices to the detailed r5j visual of premises electrical system, electrical and wiring extent herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 23rd Day of August, 2006. Name OTY Rate Rating Circuit Type 5 C 5 Alarm and Emergency Equipment rrr7 5 Sensor 3 0 Carbon Monoxide 5 5 Sensor 6 0 Smoke Transfer Switch l 0 100 amp 5 Appliances and Accessories 5 rj Exhaust Fan 5 0 F.H.P. 5 5 5 Hydro Massage Tub (Therapeutic) 1 0 Furnace 1 0 Oil 5 5 5 Oven 2 0 40 Amps 5 5 Dish Washer 1 0 1.2 KW 5 5 Air Conditioner 2 0 24.000 BTU 5 5 Air Conditioner 2 0 30.000 BTU Wiring and Devices 5 5 5 Receptacle 71 0 General Purpose 5 5 Switch 70 0 General Purpose 5 C5, 5 Fixture 90 0 Incandescent Receptacle 15 0 GFCI 5 seals 5 Dimmers 11 0 L� Continued on Next Page 1 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 5 O rJ�rJcncJ'cicPrJ�r�r.Pr�r..!'� rJ@J'rJ'� rJ�rJ'cPcPrJ'rJ'rJ�rfcPcPcl'rJ�rJ'ci�cPrJ'rJ'r.P�P�PcPrPrJ'rnrJrJ'rfc!'cfrPrlrlrlcPcl7rlr1'rJrJ'rJ'rJ�cJ'� o O rJ�r>�cPrJrJarlcP�J ar�r�r��PrJrJ�rJrJ�r1rJ�rJ arJ�rJ�rJ arJ�r:11' '3 : L31�rJC.1: PrJ�r�rJrJ�rJ�rJ�rJ�rJ�cPrJ�rJrJ�rJ�rJ�rJrJrJrJ�rJ acJr�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ� o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAUTY F C 5 40 FULTTON STREET NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 UNITED ELECTRIC CO. L.I. TECH CONSTRUCTION CORP. e5 5 35 URBAN AVENUE 1100 CHESTNUT RD 5 WESTBURY, NEW YORK 11590, SOUTHOLD, NY 11971 1100 CHESTNUT RD SOUTHOLD, NY 11971 5 Located at C5 S Application Number: 2090939 2090939 Certificate Number: 5 Section: 59 Block: 3 Lot: 16.4 Building Permit: 31386 BDC: ns11 c� rr5 Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: e5 5 Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, 5 A inspection the limited to electrical devices and wiring to the extent detailed 5 visual of premises electrical system, herein, was conducted in accordance with the requirements of the applicable code and/or standard S 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 23rd Day of August, 2006. Name OTY Rate Eating Circuit Type 5 5 Paddle Fan 1 0 5 Receptacle 1 0 20 amp Laundry S SReceptacle rj 1 0 30 amp Dryer Disconnect 4 0 60 amp Air Conditioner 5 5 5 Service 5 5 I Phase 3W Service Rating 300 Amperes C5 5 Service Disconnect: 2 150 cb C; 5 5 Meters:I 5 5 5 5 S 5 5 sea/ 2 of 2 c5 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 0 t�clL3ffl3 rJLrrJrJcJrJ� rJ�cPcP cicPc n rJ�rJcPrlcPrJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�cPrJ�rJ�rJrJ��PcPrJ�rJ�rJ�rJr�cPrJ�cPrJ�rJrJrJ�r�cPrJ�rJ�r�cPrJ�cPrJ�cJ�rJ� O Town Hall, 53095 Main Road P.O.. Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. 313 8 b ".00"111111- - Plumber: kTm P n<pa4�%el C) 8 (Please nt) (7 Fax (631) 765-9502 Telephone(631)765-1802 I certify that the solder used in the water supply system contains less than 2/10 of 1 % lead. KRISTINE S. CARONNA NOTARY PUBLIC, STATE OF NY NO. 01 CA6049017 SUFFOLK COUNTY (Plumbers Signature) EXPIRES OCTOBER 2, 20D.Je Sworn to before me this day of ��1 j�,{ 200L Notary Public, County 31-3 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: La. m DATE 6 � INSPECTOR 313 Y� z - TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION N- wyc [ ] FOUNDATION IST [XROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION UPMARKSe ,O f DATE INSPECTOR 3/3q6 7, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING/ STRAPPING[ ] FINAL �- [ ] FIREPLACE A CHIMNEY[ ] FIRE SAFETY INSPECTION REMARKS: 3 OF i DATE 3 --21 6 INSPECTOR FJ 313 U z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST 12 [ ] FOUNDATION 2ND [ (]INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR 313962 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING / STRAPPING [ r---- ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE 1 9 --'?-;Z -O s- INSPECTOR S TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] F DATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING[ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� IN 313 g6 7,- 765-1802 BUILDING DEPT. INSPECTION FOUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION � ak -4�0) DATE '—� d� INSPECTOR 313 7 7 - TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION - , [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /ya y� DATE , I '7" B � INSPECTOR � 3 / 3 F6-27 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [] ROU PLBG. [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: -77�� DATE INSPECTOR 3/3&z� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND[ ] IN TION [ ]FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE YLI L06 INSPECTOR '`� TOWN OF SOU ILDING DEPT. 765.1802 ::) 1 NS TION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND[;71NAL SU FRAMING/ STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION r REMARKS:��✓ �.J WA 0 , i 1l l/,tet moi_ DATE Q INSPECTOR i \ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) T65-9502 www. northfork net(Southold/ PERMIT NO, &2�z Examined g// 20 r Approved G 20_� Disapproved a/c BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Check Septic Form MY.S.D.E.C. Trustees Contact: 1 Mail Phone: Expiration .3 0 120 1-7 for 2005 , ; S APPLICATION FOR BUILDING PERMIT Date k �8 206S-- INSTRUCTIONS 0bS— INSTRUCTIONS a. This applic ion 7rtU&T be completely filled in by tI Rewriter or ift in aad submitted to the Buildmag 3_uspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building_ Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature applicant or name, if a corporation) / _l .[Ali qf-jj0A,cr4Piller, A)L/ 1/78o2 (Mailing address df applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises x (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. NIA Plumbers License No. To I,. 4e4er rA,,3J Electricians License No. To I -,r d.t}trm,ntd Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 59 Block_ 03 Lot /(,.y Subdivision HR R valh4 rn Filed Map No. $911 Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vaeena b. Intended use and occupancy_ ��►� , I d wr I I inq Nature of work (check which applicable): New Repair Removal Dem (Description) X 4, Estimated Cost 4bO,Doo 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 3 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front I1 L 2rrra, Rear 11 L Srreq Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front 8. Dimensions of entire new construction: Front I I I, Trraq Rear 116 T�Depth Height .3.5 Number of Stories 9. Size of lot: Front 341 RearX40 Depth /( 10. Date of Purchase o2LS/dS Name of Former Owner Avt 1Mjej Pip-@i/ct OLA---� 11. Zone or use district in which premises are situated A C n nd 12 80 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES_ NO / Will excess fill be removed from premises? YES_ NO N 14. Names of Owner of premises9~ re'&-., AW 144 Address a� � QC37 !"AO "Phone No. 63! 129 �G93 Name ofArchitect _'Sukr and S.ur Address atssye Air, G.n•,,., Phone No 631- 6.53-. 27k Name of ContractorL.i-rerlCnnc}licFnn Address .3?3rn_,ntty .rnhw hone No. 1,31- k7l/-7353 A) It 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_Z * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) 1hAUtZZ-AJ e. IbA"AA.� being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; 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. EQW Wr4WIrXAF.W4'-14Wr2Wq0 KRISTINE S. CARONNA NOTARY PUBLIC, STATE OF NY NO. 01 CA6049017 SUFFOLK COUNTY EXPIRES OCTOBER 2,200b Siignatuie of Applicant Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoflware Version 3.6 Release 1 Data filename: C:\Program FileslCheck\REScheck\Ll Tech - Southold.rck PROJECT TITLE: LI Tech - Southold COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non -Electric WINDOW /WALL RATIO: 0.10 DATE: 07/25/05 DATE OF PLANS: 7-25-05 COMPLIANCE: Passes Maximum UA = 703 Your Home UA = 591 15.9% Better Than Cade (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R_Value U -Factor iib Ceiling 1: Cathedral Ceiling (no attic) 275 22.0 0.0 13 Ceiling 2: Flat Ceiling or Scissor Truss 2377 22.0 0.0 107 Wall 1: Wood Frame, 16" o.c. 3872 19.0 0.0 206 Window 1: Metal Frame:Double Pane with Low -E 390 0.350 137 Door 1: Solid 42 0.400 17 Floor 1: All -Wood Joist/Tmss:Over Unconditioned Space 2652 22.0 0.0 111 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Date R-9 / "iX../ REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE: 07/25/05 PROJECT TITLE: LI Tech - Southold Bldg. I Dept. I Use I I Ceilings: [ ] I 1. Ceiling 1: Cathedral Ceiling (no attic), R-22.0 cavity insulation Comments: [ ] I 2. Ceiling 2: Flat Ceiling or Scissor Truss, R-22.0 cavity insulation Comments: I Above -Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Metal Frame:Double Pane with Low -E, U -factor. 0.350 For windows without labeled U -factors, describe features: I # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: I Doors: [ ] I 1. Door 1: Solid, U -factor: 0.400 I Comments: I Floors: [ ] I 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-22.0 cavity insulation Comments: I Air Leakage: [ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. ( ] I 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 I 3" clearance from insulation. I I Vapor Retarder: [ ] I Required on the warm -in -winter side of all non -vented framed ceilings, walls, and floors. I I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed beating and cooling equipment and service water heating equipment must be provided. Insulation R -values and glazing U -factors must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to R4. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R - 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. Tapes and mastics must be rated UL 181A or UL 18113. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). The HVAC system must provide a means for balancing air and water systems. 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: [ ) I HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the I levels in Table 2. Table l: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Tbicknessin Inches by Pij& Sizes Heated Water Non-Circulatine Runouts Circulatine Mains and n out Temperature f Fl 1I2 to 1„ j]p 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 l: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pine- Size P1FS1E�Syc_tem LUS Range ( Fl 2" Runouts I" and Less 1,25" to „ 2.5" to 4" Heating Systems Low PressurelTemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 IA 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 P.O Box 1179 Southold, NY 11971 ***RECEIPT*** Date: 08/18/05 Receipt#: 4033 Transaction(s): Reference Subtotal 1 1 Septic Permit - Construct - Resid. 3501 $10.00 Check#: 4033 Total Paid: $10.00 Name: Barbara, Stephen & Maureen 27 Oak St Wading River, NY 11792 3"I (-P - 4 Clerk ID: LINDAC Internal ID: 3501 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED:_K'12,&105- APPLICANT: / &/05 APPLICANT: DATE SUBMITTED: g .J/05 SCTM# DISTRICT: 1,000, SECTION:, BLOCK:, LOT: SUBDIVISION: ADDRESS: 1100 CITY: ZONING DISTRICT: +y 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 SINGLE & SEPARATE CERTIFICATION -REQUIRED Alb 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 7/1/8. REQ. LOT SIZE: REQ. FRONT_ REQ.REAR NO/Z ACT. LOT SIZE:►3,0,3 ,9. REQ. LOT COV. 2)7,), ACT. LOT COV. 60 PROP. FRONT / REQ SIDE ��/� ACT. SIDE 75 PROJECT DESCRIPTION: PROP. REAR / REQ. HEIGHT PROP. HE GHT ESTIMATED PROJECT COST: CH T/ENGINEER: ":��J)15 WATER FRONT? DESCRIPTION: BULKHEAD? VO DISTANCE? _ APPROVALS REOUIRED ANEL # SUFFOLK COUNTY HEA TH DEPT:E or NO, (BED #): - DTE: �/11/ 5 TOWN SEPTIC RECEIPT: r N SEPT C CERTIFICATION: Y or N NEW YORK STATE DEC: E -mc 9/1/75 YES SOUTHOLD TOWN TRUSTEES: YES TOWN ZONING BOARD APPROVAL: YES TOWN PLAN. BOARD APPROVAL: YES c TOWN HISTORICAL PRE (SPLIA): YES ( NEW YORK STATE CODE COMPLIANCE NOTES: FEE STRUCTURE: FOUNDATION: FIRST FLOOR: SECOND FLOOR: — FLOOD ZONE: y� PERMIT #: /1lo - o,, - oz . SF SF SF OTHER: . I SF TOTAL: 1,4 ,g SF (. (&Q --SF)- ( SF)= SF X $ ?. ( SF)- ( SF)= SFX $ INIT OTHER FEE +$. 1 / + - - pf= $$ TOTAL FEE 3. ( SF)- A SF)= SFX $ _$ +$ +$ =-$--- FINAL TOT A$- 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 Decay: S -M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST 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 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) fro \ X041 LAURA pAS7 /$ d PATR7CL j DWELUNG 4y Ir'il n�n� li-I T. 4�s �oIFQ�¢p 9 k +r SURVEY OF LOT 3 '1. MINOR SUBDIVISION PREPARED FOR °s RHR REALTY CO. FILE No. 8811 FILED SEPTEMBER 13, 1989 \ 44• SITUATED AT y SOUTHOLD F o��byo TOWN OF SOUTHOLD �q SUFFOLK COUNTY, NEW YORK QOAS S.C. TAX No. 1000-59-03-16.4' SCALE 1"=100' R� o� shy OCTOBER 22, 2001 FEBRUARY 12. 2002 ADDED PROPOSED WELL • i `'''y �4D SEPTEMBER 2EVSENOVEEBE19 2002 REVISED LI P A. EASEMENT {yam A DECEMBER 21, 2004 UPDATE SURVEY tr��N�CTION IiEgVlp� JUNE 23, 2005 ADDED PROPOSED HOUSE ve , RY �� AREA = 132,187.41 sq. ft. / y TH l p, MST CERTIFIED TO: 3.035 ac. MAUR��� . t,� ♦ �. .'z STEPHEN EN BARBARA 1, STEPHEN BARBARA IHDY MAC • �`I'�yo COMMONWEALTH LAND TITLE INSURANCE COMPANY i ? \ NOSES: \ 1. ELEVATIONS ARE WtRENCED TO AN ASSUMED CATHY E]ILSIINO EUEVAlI01Q AE sIOwN THUS: is p, i 7. RIVER To YN FOR TM HOU DArA. 3. IBIBYUII SEPTIC TANK CAPACMES EOR 5 BEDROOM H M 1.500 GALWHS. 1 TANK; s' CMA- S' LLOA DEPTH ♦. MNIMUM LEAOHNO SYSTEM FOR S BEDROOM IIOIbS M A00 p M SICEWA MEA I POOL; 16' EE►. B' 00. SUmLK 0DUMy UPA1t771Va 0?;WL=����R.� "NRP••Bb6'A FZWIIITNOR AFMOVAL FARULVRl�1DE11i�ONLY MORA L6 F o DN18 0�APPROVIgD 6 �s. 5 s PmtoN 80WApM wQw= Tm= V&4aNRm DN180NAPNROVAiP Cn " PROPOSED DwANHON POOL O Nm9ED LEAOIWIO row. 0 PROPOED sonic rM¢ TME UDCATIGN OF WO." AMC CESSPOOS SHOWN HOIEON ARE TROY sun OBSERVATIONS A /M DATA OBTM rPOM1 OTHERS. COW. MAR. FO. ■ SET CAPPER PE-Bw E w«NDCNDm ALTEMTCN OR AwK11w1 TO NES SURM.Y 6 A H TCN OF SECTION 1E00 OF ME NEW TOM STATE COPES w' TN6 sIxA.T' WP NOT sb/ ME IMO S1P11S1TNIY MED SGL OR EYB E rI yPAL M NOT E Ow6CERm ro BE A vMIO TRUE torr. =I 10 72 Rd r MEIFOI suLL IPH wLY W UNE PF70011 fOR Wlpl TIE PUC1•EY 6 PR9Wm. MC ON 1M BBMMF TD ME TRUE COYPMIr QNUBSI MM AODCY PIC Loom ili* wM UNm IEOII MC TD ME MiIEES E ME I SYR- IUTRM. ODOWICOIOI6 ARE NOT Trjfmwm BIF. THE EIOf1OBCE OF RISNT OF WAYS AND/OR fMElONS OF BE0000. K MY. NOF SMOWN AE NOT OUARAMRED. Joseph A. hgegno Land Surveyor TNM Sunvo - SOOdA(. - 9'M PMrro - ConP&wthA L0)ON PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT 372 RQI"E AVENUE RN MEAD• NPN York 11901 JKLM AOORESS P.O. Box 1931 MG rhwd, Nw York 11901-ON5 24- SURVEY OF LOT 3 MINOR SUBDIVISION PREPARED FOR RHR REALTY CO. FILE No. 8811 FILED SEPTEMBER 13, 1989 SITUATED AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-59-03-16.4 SCALE 1"=60' OCTOBER 22, 2001 FEBRUARY 12, 2002 ADDED PROPOSED WELL SEPTEMBER 19, 2002 ADDED L.I.P.A. EASEMENT NOVEMBER 19, 2002 REVISED L.I.P.A. EASEMENT DECEMBER 21, 2004 UPDATE SURVEY JUNE 23, 2005 ADDED PROPOSED HOUSE OCTOBER 17, 2005 FOUNDATION LOCATION AREA = 132,187.41 sq. ft. 3.035 ac. CERTIFIED TO: MAUREEN BARBARA STEPHEN BARBARA INDY MAC COMMONWEALTH LAND TITLE INSURANCE COMPANY NOTES 1. C C. MON. FOUNC h SE CAPPED RE -BA PREPARED IN ACCORDANCE WITH STANDARDS FOR TITLE SURVEYS AS B ■■■ 1 BY THE LAND APPROVED AI p+ Yq SUCHH USE USE BY THE NEW YORK J9' ��aF N YaR TLE ASSOCIATION 0 O a UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURA IS A MLATION OF SECTON 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT GEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUO TRUE COPY, CERDFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, ANO ON HIS BEHALF TO THE TILE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSLMION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INST- TUTION CERLFIGTIONS ME N07 TRANSFERABLE THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. ET- C — R?5_— Fj 6jC+.05d to 41j C C CO �G h� ZS O<e MFF�R 92 O b \ \ J Rio 0p X0 a SURVEY OF LOT 3 MINOR SUBDIVISION PREPARED FOR RHR REALTY CO FILE Na. 8811 FILED SEPTEMBER 13, 1989 SITUATED AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-59-03-16.4 SCALE 1'•=40' OCTOBER 22, 2001 FEBRUARY 12, 2002 ADDED PROPOSED WELL SEPTEMBER 19, 2002 ADDED LIP.A. EASEMENT NOVEMBER 19, 2002 REVISED LIPA EASEMENT DECEMBER 21, 2004 UPDATE SURVEY JUNE 23, 2005 ADDED PROPOSED HOUSE OCTOBER 17, 2005 FOUNDATION LOCATION JUNE 20, 2006 FINAL SURVEY AREA = 132,187.41 sq. ft. 3.035 CO. -,6, 6 'SO, \�\e\ ,% NOTES •\ NC MON FOUND •Il 0(,' \SPESET LAPPED RE-BAfl.• lI V 4 Nf N/0/F \ F �O.d LAURA PASTORE & PATRICIA BARBIERI N s M 11 JO �S CD N of o s . / ' LsfOP} JJ a c��.Gyf ,�;• r✓� rl �� G CERTIFIED TO: MAUREEN BARBARA STEPHEN BARBARA INDY MAC COMMONWEALTH LAND TITLE INSURANCE COMPANY UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NUT BE41INC THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL N07 BE CONSIDERED TO BE A VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM INE 5LEVEY 15 PREPARED, ANO ON MI5 BEHALF TO THE 11TLE COMPANY, GOVERNMENT AGENCY AND LENDING INSUMON LISTED HEREON, ANO TO THE ASSIGNEES OF lHE LENDING INSTI- TMON CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHTS OF WAY ANO/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS f.5 ESTABLISHEl By YRT SUCHI USE BTLATE NDTOEPNEW� RKN STATE AND Joseph .Ingegno Land urveyor Title Surveys — Subdlmslans — Site Plans — CoCs&Lobon LoI PHONE (631)727-2090 To, (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 322 ROANOKE AVENUE P 0, Box 1931 RIVERHEAD. New York 11901 Riverhead, New York 11901-096E UNDERWRITERS CERTIFICATE REQUIRED APPROVED AS N�O�TTED/ DATE: S Sb11� B.P.#2J3p�S25L FEE. 2 3T 9J BY ZfDR_ dt NOTIFY BUILDING DEPARTMENT AT 765-1802 8AM TO 4PM FORTHE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. I PLUMBER CERTIFICATION 1 11 t I o — ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER Q SUPPLY SYSTEM CANNOT N EXCEED 7110 OF 1% LEAD. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE' OF OCCUPANCY CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. I DO NOT PROCEED WITH FRAMING UNTIL SURVEY OFFAS FOUSNDATIORN — R�VEDON sz Q COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF 901 ^01—n "NIN ZEA 50: _.-","NPL4NNINGBOARD SOUThLLGTLAN RuSTEES N.Y.S. DEC 1 11 �— f//fro ---- �K� Ir FLOOD ZONE„ ("PLY WITH CHA TER 46 FLOOD' DAMAGE PREVENTION SOUTHOLD TOWN CODE, PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COV RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45 -IOC OF THE TOWN CODE. ALL CONSTRUCTION SHALL (MEET THE R50UIRFMFNTS OF THE CODES OF NEN! eur.e, 3I ATE. t _ C I -- FO -:5 o UTH-vv o f E41 �U1 SII 6-0r 4�1 I 1 49" Q' s'' llI u It I 11 �I I It 2--- Z 1. y b S'm 1 Z v 1 6'5 0 c 14 dt I 1 11 t I o — n 1.0 ,II ito X CSL - - - . - � �2a L,v371 I Ftfv5l-t- �' I I c I I :I Lint- -- I { I �F I t l e g1 � N n J`4 4�- G L5/151 «pr--BoN_ r-.7aw XL:DF_ -_ -_ I��T(" G�DhS_ . - TTO � <�G��- — i.✓ � Yz jam- y -o ee�lOE 9'"j3oV� a 66 aGa5 U r� q� / ° 0 I o / �j d 330 q 3 — -au/-\1 L%�L I l (T PLSN c c L) PC) 7kTF �'Qn.F oc 76^'.{0",,f0 P/?rT�: 1' 91 L, a .n ✓U � _ dl N tB it 13 11 - I n .qty - , I' 4-Z If u 4 -I.2 - I io 2% =ds-I�IN��I �rp cru A �Pmn' V jmmti ---_ _ E NEI N1 PINIiha . Ii Zr^ 1 opR ,6I —a ! fC \ � pfi T , iIt `� 1J Wi II - ��.:1'1>v 2 `V'� - - l�Z�'-�D- -- O. I -�. �\ i SN — — � I P I i r� I6 r1 = Ixty - 1 I �P I I_ \ / p .N it I, 1 I •ti II y_ r •i' .M r _ it le � _ I' . _ __ -e� ze SORE E 57VIL Z kk h 1 : 6tl 13�n �il j� al II IQIi� �ti _ �9u 3 S - Gir_ot5"rL — - GrtY�o�2 �� 13<�r�Rizff �'r� �J � 11 i N r II t V Ir I II u I Ir LU 'i'.i I '• N(7f'E� /f � I -t IAyJU 1= � `(. `jYulS J n7 5_'r.�l�i-c7c✓_ fait- --- �� . `� � ��.�'PRD AlG II/ vF yPE�5 5lIF --I X _ 17121 Ll NL-�4ioGl�InIG. i $RC041'__ .. Z ---- - N� Fyg712 — 094- �,377 j�f(,_ 2 Axn6G OF -POD,", \k 0 3L `viN T F-�_ oj<tit �I a� I' .( GIpeATS WIND-BORNE DEBRIS PROTECTION FASTENING FOR WOOD STRUCTURAL PANELS. For Max. 33'-0" MEAN ROOF HGT. HOUSES A.P.A. SPAN RATED 48/24 GRADE 15132 STRUCTURAL SHEATHING -OVERLAP OPENING MIN. 4" TO ALLOW FOR FASTENER CONNECTION AND 2X4 SUBSTRATE WHERE REQ'D. ALL METAL PARTS TO BE GALV. OR STAINLESS STEEL. ALL PANELS, SUBSTRUCTURES, AND FASTENERS TO BE STORED AT HOUSE. fib --tr�h'f`✓a�Di I -i#E Y1-@7 L�f 3 I. 'plc TI—d' _._�PcaJcL 51�F . . -- C'iULTI�L� 4'—.�'�;9=q_..5•H��75, PROTECTION CTIONF WIND-BORNE DEBRIS PROTECTION FABTENIN BCHEOULE FOR WOOD STRUCTURAL PANELS -.b, -.d `I /P� .I_/.O/ "_S FASTENER SPACING I //._._.� - - 6foot !I FASTENER Panel sPon <nel spen po <panel span ' 78 TATE N0re TYPE 54fool . -- C'iULTI�L� 4'—.�'�;9=q_..5•H��75, PROTECTION CTIONF WIND-BORNE DEBRIS PROTECTION FABTENIN BCHEOULE FOR WOOD STRUCTURAL PANELS -.b, -.d MBl: • I mcn = 25A mnl, 1 Ibol - 304.8 on, I pound ='0.4541:6, 1 mile per hou, 1.609 km/h. a.Thiiubleisbascd on 110mph windspee&and a3340otm11n mofhciglll. a b. Fasteneis shall be inaulled al oppuitigcnds of Wood snn mal panel. c Nnilssifall be IOd common or 12d box nails ' d. Where screws are atucbed to masonry of masomylswecn, drey shall bs CROSS SECTION END VIEW e 2.2c Uplift connections _. I n C_ocf�noN5 of- I /Z G✓10, J?(RYtP T ZO GAG.F_ 0 / `I /P� .I_/.O/ "_S FASTENER SPACING I //._._.� - 4foot 6foot FASTENER Panel sPon <nel spen po <panel span ' 78 TATE N0re TYPE 54fool Sfifool 58foal 2/2'#6 Woods=ws 16" 12n 9 .. 21/2#8 Wood somws 16.. 16" 12" MBl: • I mcn = 25A mnl, 1 Ibol - 304.8 on, I pound ='0.4541:6, 1 mile per hou, 1.609 km/h. a.Thiiubleisbascd on 110mph windspee&and a3340otm11n mofhciglll. a b. Fasteneis shall be inaulled al oppuitigcnds of Wood snn mal panel. c Nnilssifall be IOd common or 12d box nails ' d. Where screws are atucbed to masonry of masomylswecn, drey shall bs CROSS SECTION END VIEW e 2.2c Uplift connections _. I n C_ocf�noN5 of- I /Z G✓10, J?(RYtP T ZO GAG.F_ 0 / `I /P� .I_/.O/ "_S .... I //._._.� * 9 — 78 TATE N0re 1�`^O �.-.. -- (fi'D/�'L- - _—__-__ 10 ly Iz 1 Ob I;C- �� f2 �Om _ L ��F - 15W T QL r II ��� .._.. - -- 7917 7617 i81� _ 2817 __---___-- _. _ . /�FEO CH,T 7a R CONSTRUCTION NOTES 1) ALL FOOTINGS TO REST ON VIRGIN SOIL & BEA MIN. W -O' BELOW FINISHED GRADE, 2) ALL(rONSTRUCTION TO CONFORM TO ALLSTATE& TOWN BUILDING CODES INCLUDING 2003 i "CFTA:�GE6:` .... _ ... ... L 3) ALL CONCRETE TO BE MIN. 2,400 P 8.1.28 DAY STRENGTH. 4) ALL FRAMING LUMBER TO BE @bI�FIR *2 UNLESS NOTED OTHERWISE. 876- e0 j, 6)_ BRIDGING MAX. B'-0•;ON CENTER. () DOUBLE FLOOR JOISTS UNDER PARALLEL PARTITIONS AND BATHROOMS. 7) DOUBLE JACK•BTUDS•UN0ER-HEADER_0.EALL SPANS OVER 4'-0'. MIN. HDR SIZE (2) 2X10 UNLESS NOTED. B) ALL FRAMING NAILS TO BE GALVANIZED NEAR SALTWATER EXPOSURE. B) RELATIONSHIPS OVERRIDE DIMENSIONS, DIMENSIONS OVERRIDE SCALING. 10) ALL BUILD UP GIRDERS TO BE GLUED & NAILED. ALL LUMBER TO SE -CONTINUOUS LENGTHS. 11) ALL BUILT UP FLITCH BEAMS TO HAVE %' DIA..BOLTS 16' ON CENTER ON BOTTOM & 24' ON CENTER ON TOP, ALL TO BE Z FROM EDGE. MIN. 3'X3°X1/4" STEEL BEARING PLATE AT EACH END. 12) UTILITY AREA OF FURNACE AND ATTACHED GARAGES TO BE FINISHED WITH 518" FIRE PROOF G.W.B. TO CODE. 13) FIREPLACE TO BE SUPPLIED WITH FRESH AIR VENT AND GLASS DOORS PER 2003 ENERGY' CONSERVATION CODES AND FIRE PROOF HEARTH TO BE INSTALLED PER CODE. (FRAME FLOOR JOISTS PER CODE AT HEARTH WITH REQUIRED SETBACK). FIREPLACE FOOTING TO BE 12" THICK AND EXTEND 6" BEYOND FIREPLACE POUR. WELDED WIRE MESH 2" FROM BOTTOM TO BE IN. THE FOOTING. P, T 14) Q DENOTES 4X4 . POST ON 4"X8'X1B' CONCRETEBLOCK 3'4" BELOWGRADE. ALL DECK FRAMING TO BE. ' PRESSURE TREATED LUMBER. 15)I o I DENOTES 3 ^W DIA. LALLY COLUMN ON 24"X24'X12" THICK POURED CONCRETE �1---�� FOOTING. LALLY COLUMN TO BE FILLED WITH POURED CONCRETE. 16) I IIFrg I DENOTES 8'X16" CONCRETE PIERS ON 16"X24'XIT POURED CONCRETE .I-1 FOOTING. 17) BASEMENT SLAB TO BE 4" POURED CONCRETE. IS) CRAWL_ SPACE SLAB TO BE 2" POURED CONCRETE. 10) GARAGE SLAB TO BE 4" POURED CONCRETE WITH 6'X6'X618 STEEL MESH REINFORCING ON COMPACTED SAND & GRAVEL. PITCH SLAB TO DOOR MIN. %4' PER 1'0'. 20) FURNACE AREA TO HAVE FRESH AIR VENT AND FIRE PROOF FLOOR TO CODE. 21) INSTALL FIRE STOP BLOCKING INALL LOAD BEARING WALLS. 22) FIRESTOP PREFAB. FLUE SHAFT TO CODE. MAX. 8'-0' ON CENTER WITH 1 HOUR RATING USE 5/8' TYPE'X' GYPSUM BOARD. 23) SEPARATE HOUSE AND ATTACHED GARAGE TO CODE 45 MIN. RATED WALL, DOOR, & JAMB. DOOR TO BE SELF CLOSING, 24) IF A SWIMMING POOL IS INCLUDED -IN THE PROJECT, IT MUST BE ENCLOSED WITH A 4' HIGH FENCE & SELF -LATCHING GATES, TO NYS CODE. 25) NOTE: ALL LUMBER TO BE INSTALLED AFTER MOISTURE CONTENT REACHES AMBIENT EQUILIBRIUM CONDITIONS El. GIRDERS, FL, JOIST, TRIM, ETC. 26) INSTALL GALV. RAFTER TIE DOWNS TO TOPPLATES IN ALL FULL HGT. DIGS. (CATHEDRAL) & ALL RAFTERS AT SEASHORE, (SEE HIGH WIND NOTES) 27) BUILDING FELT (OR TYVEK OR EQ.) TO COMPLETELY COVER SHEATHING. 28) IF WOOD T BEAMS, MICROLAMS OR EQUAL ARE USED, FOLLOW ALL MANUR SPECS. FOR SITE 6TOR6GEINSTALLATION, DRILLING, BLOCKING, & LOADING. 29) THE ANNITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS OR METHODS. . 30) ANY STRUCTURAL CHANGES IN THE PLANS MUST BE APPROVED BY THE ARCHITECT OR THE ARCHi'JECT IS NOT RESPONSIBLE FOR THE ENTIRE PROJECT. 31)THE ARCHITECT ASSUMES NO SITE CONDITIONS THAT ARE NOT INCLUDED IN THE PLANS. ANY ROCK FORMATIONS, BEDROCK, UNDERGROUND STREAMS, ETC, MUST BE SITE INSPECTED BY . LOCAL ENGINEER & ANY STRUCTURAL CHANGES THAT OCCUR THAT CHANGE THE PLANS ARE NOT THE RESPONSIBILITY OF THE ARCHITECT. 32) COPYRIGHTED: ARCHITECTURAL WORKS COPYRIGHTPROTECTIONACTPER UNITED STATES CODE ALL ARCHITECTURAL WORK CREATED AFTER DECEMBER 1, 1890, INCLUDING THIS SET OF PLANS, IN TERMS, OF OVERALL FORM AS WELL AS THE ARRANGEMENTAND COMPOSITION OF SPECS AND ELEMENTS IN THE DESIGN, FOR A PERIOD OF 76 YEARS. nnmri IAMR12 WITH r)rpnnPMTIAI P.nnr nP MFW VnRR RTATP naTPn.milt- 7. 2n03 Ground Wind Seismic weathering Frost Termites Decay Winter Ice shield Flood snow speed Deslgn I h lap line 8d Ta fGAGbie'ar4J raIP ci per A Design underlay- hazards load (Mph) Category St. Bond 10R4ft.(Endmalld) depth ,100 AneharHolt Temp ment Pe fool Jomu-urh Jde TAPPIAm4Top Plate (Plem•nalld) ' 2-16d' a'.6d Tapagm dhllenedlani (PEx-nand) Edge N¢IlSpacing(in.) 24" o.e. Stud to Stud (Omo-nalld) .2.161 I6d 16.0x. Along dots required 46 45 PSF 1 © A severe 1 Moderate 8119147 11OF C�C N0 29 WallBatmmPlateloPOnndadan 1.3Smdes 31 19, -hats moderate A•Sd r ✓/ hddglogto701et (Lm•nAlled) Table 3.t, Nailing Schedule f N.Ih JulntDescdPdon Number of N6115 + p dnC 518" ANL:HOR BOLTS Fast est-MIIa WIndspeed •. -y 4tl (ser70ble0[9A)'/i i 8 pernfter CAt7 r Rafter la Tap Prue (foendld) (dre7une2'JA73 fid perJaln CdOnClolsltoTorPhoe (Tae•nalid) ctelft Joist to Friend Rafter(PA.P.11d) {rat Tablodr7)•3-ILf� I h lap CdlingidnLspsoverpmldam(Pmendld)ba•iable9rr"r7 8d Ta fGAGbie'ar4J raIP ci per A Collar Tleto Rafter (Phwmlld) 2. Ed .nch and Block)nglaRmhr(foendld) 2.161 inch and St. Bond 10R4ft.(Endmalld) 110;120 ,100 AneharHolt Foundation BmdngWWlPulmeter Pe fool Jomu-urh Jde TAPPIAm4Top Plate (Plem•nalld) ' 2-16d' a'.6d Tapagm dhllenedlani (PEx-nand) Edge N¢IlSpacing(in.) 24" o.e. Stud to Stud (Omo-nalld) .2.161 I6d 16.0x. Along dots fladutoHeder(pace-nalld) 46 72 Taper BOeOm Plaleto Stud (End-ndlU) 2•16d 3464 per U4 stud per2x6dud 1 4161 per 206 recd Barkin nue toprearJobl,Ban4dtt BndJold serHldding(Famnatld) 2.76,114 " perfool 29 WallBatmmPlateloPOnndadan 1.3Smdes 31 19, I ?b Joist to SID, nap Film or MAIM (Ibe-nAlld) A•Sd r PerJ01d hddglogto701et (Lm•nAlled) 281 2, Ed each and well end Bleating N Joki(TaTPi BlocrJotm S01 m7'op Nale (faenAlld) 3.16d incl block Diner strip mBetm(Feemlld) 3-161 3 -Ed uedJdel palatal Join on Ledger [all=croenalld) Sedon3.44. -AnchorboltspndugsbuedonmaxhoumsburmpadlyofbmcI waRpdmomdgeMUtpadngof6"o.e.(421p*buutinammdmoe perfect Brad Joist 101019(Bnd•nNd) Bind Joint loSBl or Toplilate(Toenalld) ,I6d 2.1161' perfect 24 .. •ad 4 swduld Purls " a `(h'>`7• a) Diagonal nand shmNnC 2Bd Peraupp0n I its, or PAR" 'I"40""[nide! 3Ad PET support 202 Gypsum Wallboard Sit male 7"edge l l0"field ]6 4 5 370 Swdudl Panels ad (emTNle 3.9) Fiberboard Pends fid 3"dre/67ficd 7/16" 25132" ad 3"d6elfi'field (3rypaml Wallboad Sd..I= '7"dge110"Held HATud ParlialMudPmd. gal ed (smF.Me99) fi.Toble3.9) D)agond Boorl ShAwbing 2-11d per support 1'Y.6"or 1"x6" 1"x10"orwlder 3 -Ed -'p.mppolt 712'3. .d , -' p;. `yir • ` l 'I� r '201}�(i:7r'IGS:w(:(;F^•;)2F.a; ^r ... ,, . .: L%t:.'".1t7 _ ,..7�a' : _ 378 5 Suuctoral Panels Bit 61 edge 112'neld calm Cmanthm In lad Vdeel0firld' ' Diaganal Basel Sheathing IN6" or 1"x11" 'LBd Pa•uppm 1"x10"or Wider 3-8d intersupport 'Nailing raqu4•.nmtluebud on wall ahoiNngnailed 6" NCI olE logo ndled3l, st and dBs Bwd, or Pct., 6 structural Members WL adch As Ne.r to obtsin Ngryer ehurcvpsdlim, ndllvg m3uir.nantsfor¢lunural mernbem shallbe doubled, or all.nue mnnedois, P ,for shall beusd so m.lntdn the load path. r When wall aheabingirmmln... a over mnneact marbw, the mbulmed numb. GIT dull be pemdad to be kits red b l -16.d Poll per foot, .-._,J ... 1i , 1 N fip71.S ♦f Zrl2'FIEI.1�"Ijj 1 6r' '�6rCl 12° � FIE�b 0 a Table 3.4 Ridge Tension Strap Connection Requirements / __...... ._.. Q (Prescriptive Alternative to Table 3.2) ' 112" ANCHOR HOLT& , 518" ANL:HOR BOLTS Fast est-MIIa WIndspeed panels tM)le Wind Speed 4tl 72 (mph) O11ph) 1.33 1.60 2,00 4.00 6,00 U L S U 90 100 110 120. 901104 1201 110;120 ,100 AneharHolt Foundation BmdngWWlPulmeter MadmumAnchmB0I4' MadmumAnchorBolt Comecon Supponing Edge N¢IlSpacing(in.) Spacing (1a) Sparing (in.) SAI Plate to Foundallon' 15mry AIP 46 72 (Crawl Spam orHuemant) 2Sbdei 72 1 36' (Crawl Space orBascment) SS', + 15 29 WallBatmmPlateloPOnndadan 1.3Smdes 31 19, I ?b (dabon-grade) 1.3 Stories 40 33 28 25' 51 61 36 32 * Andlgmga nquimd to rubllatenllcAdaahell bode em&edinthnfmndallondmlgopu 8adaa 1.1.4. ' AnrLorboltrpadngebuedonmmrMumahmrmpsrdryoFunbiarlyd motmNm Uaordleplusgma (279 018.: 4 AnclarboltipAdegsbuedaamuimumsbearmpedtyofbmdngwallpdmdudgendlgladngof3"aA(731pg)buHtin¢dnrds onVW Sedon3.44. -AnchorboltspndugsbuedonmaxhoumsburmpadlyofbmcI waRpdmomdgeMUtpadngof6"o.e.(421p*buutinammdmoe Srsdon3,4.4. Table 3.28 Sill or Bottom Plate to Foundation Anchor Bolt Connections Resisting Uplift i (Prescriptive Alternative to Table 3.2) I Fattest Mlle Windpeed(mph) Fulml Mile Windspced(mph) 90 100 110 ; •120 90 100 110 120 RaafPltch Roofspaa 00 Numberof8d Common NaOalnemh Required Capnolly of Ridge end or l•1/4"2D ga¢eSwp'•Le•^ Connection (Pit) 3:12 12 2 3 4 4 237 312 394 484 16 9 4 5 6 316 416 525 645 20 _ 4 5 6 7 395 ' 519 657 807 24 4 5 7 8 475 623 788 968 28 5 6 6 554 727 919 '1129 32 5 7 633 1131 1050 1291 36 6 8 - 712 935 I1B2 1452 4:12 12 2 2 3 3 189 247 312 382 I6 2 3 4 4 252 330 416 510 20 3 4 5 5 313 412 520 637 24 3 4 5 " 6 378 494 623 765 28 4 5 6 7 441 577 727 892 32 4 6 7 6 5114 659 831 1020 36 5 6 8 566 742 935 1147 5:12 12 2 2 2 3 145 190 240 295 16 2 2 3 4 193 253 320 393 20 2 3 4 4 241 317 400 491 24 3 3 4 5 2119 380 480 589 28 3 4 5 6 338 443 56D 688 32 4 4 5 7 386 507 NO 786 36 4 5 6 7 434 570 720 884 6:12 12 2 2 2 3 131 171 216 264 I6 2 2 3 3 175 228 287 352 20 2 3 3 . 4 218 205 359 440 24 3 3 4 5 262 342 431 528 28 3 4 4 5 306 399 503 616 32 3 4 5 6 350 457 575 704 36 4 5 6 7 393 514 647 792 7:12-12:12 i'� 1 2 2 2 123 160 201 245 16 2 2 3 3 164 213 267 327 20 2 3 3 4 2D5 266 334 409 24 2 3 4 4 246 320 401 490 28 3 3 4 5 267 373 468 572 32 3 4 5 6 328 426 535 654 36 3 4 . S' 6 369 479 602' 736 ' Tabulated connection requirements eelusd onluml uplift minus 2/3 of the roof msembly dead load (213 x 10 pro, - When Ne tabulated numbuofnalls required In each and offlla awp h equal W 1 and the Gaming b u14.hd In eccordpnm 7 AMERICAN FOREST & PAPER ASSOCIATION V1111.1 ARABIA Orients table 3.7 Rafter/Colling Joist Houl Joint Connectlan Roquiromenta for f 11610 3.38• Uplift Strap Connection Requlremente 20 pi Hoof Live Load (Roof-ta-Wa)l, Wall -to -Wall, and Wall-to'Faundatlon) Aldgo Susp Sp ting pct.) 12 {6 19.2 29 4tl 72 MWtlplier 1,00 1.33 1.60 2,00 4.00 6,00 Wish ®• .� 1 , COMPLIANCE W/2003 CODE BY USING W.F.C.R WOOD FRAME CONSTRUCTION MANUAL 1995 EDITION _. (' USING PRESCRIPTIVE DESIGN METHOD.'W DIAMETER "J" BOLT @ -pg 1 ;-TOl �j, L rl • � �, , CENTER SPACING into FOUNDATION WITH4"x4"xY4r''B.P: PLATE OVER 3 SILL PLATE. USE 1 •YV X 20 GAGE STRAPS @ EACH JO• INT, SILL PLATE[T0 r�� FIRST FLOOR WAL'L,STUbS, 1ST FLOOR VJALL STUDS TO 2ND'FLOOR WALL'' STUDS, WALL STUDS AND TOP PLATE TO ROOF RAFTERS AND OVER, , • ;�), RIDGE AT. EACH RAFTER OR 2X4 COLLAR TIE IN UPPER THIRD C -F ATTIC AT,.16" ON CENTER.: ASPHALT SHINGLE8 T:OLLOW NAILING SCHEDULE R905:2.6 MIN 6 FASTENERS PSR SHINGLE; BLDG. FELT, INSTALL -PER R=;:. ,7 (ICE SHIELD. REQUIRED FOR 1ST 2:4" ABOVE STAR r OF INTERIOR WALL) • , N.Y:S: 6 Dr3 CODE -TABLE R301.2 (2) WINDOWS TO MEET D.P. RATING OF Ill Q r - - ,..._....•....___, -' •r •• ;�.,. 'H2 (Preecrlptire Alternative to Table 3.3) n"rrsnan lea -'yII nmfs nand _ .x., I1 30 ate )fi la as as 3L .a, End Zones I InmdwZones lob ash 110 Fastest -Milo Wind Speed Fulest.NAeWind Spcd IOU (mph) , (mph) . Connection! Number RoofSpan U L S U L 5 90 100 110 1201 90 ,100 110 • f20 Anchor Bolt Fomduion Supporting: hlaximumAnchar Bolt MaximumAreherBolt Connedian Requt2ea Capsnity of Cannedion Obs/ft)1.1 'Spacing on.) Spacing 811.) Sill Plate to Foundation 1-3 Stories 72 72 72 72 .72 72 72 72 (Crawl Space orBascment) 190 + 402 Foundation ]' 16 (; 77 7 Wall Bottom Plate to Foundation 1.3 Stories 40 33 28 25' 51 42 36 32 (slab -an. de ( Bio ) 1 20 103 4 4 165 16 24 234 COMPLIANCE W/2003 CODE BY USING W.F.C.R WOOD FRAME CONSTRUCTION MANUAL 1995 EDITION _. (' USING PRESCRIPTIVE DESIGN METHOD.'W DIAMETER "J" BOLT @ -pg 1 ;-TOl �j, L rl • � �, , CENTER SPACING into FOUNDATION WITH4"x4"xY4r''B.P: PLATE OVER 3 SILL PLATE. USE 1 •YV X 20 GAGE STRAPS @ EACH JO• INT, SILL PLATE[T0 r�� FIRST FLOOR WAL'L,STUbS, 1ST FLOOR VJALL STUDS TO 2ND'FLOOR WALL'' STUDS, WALL STUDS AND TOP PLATE TO ROOF RAFTERS AND OVER, , • ;�), RIDGE AT. EACH RAFTER OR 2X4 COLLAR TIE IN UPPER THIRD C -F ATTIC AT,.16" ON CENTER.: ASPHALT SHINGLE8 T:OLLOW NAILING SCHEDULE R905:2.6 MIN 6 FASTENERS PSR SHINGLE; BLDG. FELT, INSTALL -PER R=;:. ,7 (ICE SHIELD. REQUIRED FOR 1ST 2:4" ABOVE STAR r OF INTERIOR WALL) • , N.Y:S: 6 Dr3 CODE -TABLE R301.2 (2) WINDOWS TO MEET D.P. RATING OF Ill Q r - - ,..._....•....___, -' •r •• ;�.,. 'H2 (Preecrlptire Alternative to Table 3.3) n"rrsnan lea -'yII nmfs nand _ .x., I1 30 ate )fi la as as 3L Fmteu Mile WindSpeed(mph) 9D lob ash 110 _ 90 IOU 110 120 Connection! Number RoofSpan U L S U L 5 LL L $ U L S 20 of (to.) - 4 Stories: 24 Requt2ea Capsnity of Cannedion Obs/ft)1.1 Sill Platen 4 12 50 + 402 92 • 402 139 + 402 4 190 + 402 Foundation ]' 16 (; 77 7 129 2 1 186 4 6 250 ] 4 ! 1 20 103 4 4 165 16 24 234 4 ! a SID 21 ] (Crawl Speec or 6 24 130 202 282 ]6 4 5 370 Hesement) 2 28 157 1 239 1 4 330 5 29 430 4 ! 6 19.2 ' 32 184 e 6 276 - 2e 378 5 7 a 49D 32 4 d r 36 211 ,a ] 313 426 12 ] 4 550 6 5 3 4 ! 7 ]0 4 e 6 1 24 24 4 6 1 20 58 • 681 128 A. 681 206 + 681 291 • 681 36 6 7A, 89 r.bu1.11fil. ftertq Inmene.mm. A meOmllba dead 110 or1D 101213. 13 pro. nsn116grence If Imehpmml Grit We011I8a errmblylrnol connected n 171 onM1A nn.. Ibm2h l Prelone.. Inummiul moffnllbl dead lGddb.4rbulr.d nu h."fmlbd,lll9epw,nrJ lnhaadu.d ¢yln4l. 260 1rip laednumberWall Shall be peminel bine nduutl by I mil el red, end eflM1minpforeeeh fall Wall be by Pill 46wa 358 '28 119. 211 314 IIj 426 32 149- I 253 I I 366 I 493 1 1 36; 179 294 471. I 561 ' -3 28 81 * 960 183 + 960 297 + 960 .422 * 960 32' 114 290 .357 497 Ir SIT 146 I I 276 I .417 ,I 572 I Wall Bottom a¢m' 12 '50 13 .4211 92 116 4211 139 213 4211 190 254 4211 to Foundation i6' ' •77 129 196 250 O 20 103 Irs 234 310 (Slah•on-0rde) . - 2t . ' 130 202 282 370 o't" 28 36 157 211 239 276 313 330 378 426 43032 490 550 V 02 24 28 58 119 143 * 42]- '126 170 176 4211 20fi 260 213 4211 291 358 754 1 4211 32 119 221 314 426 36 149 2'5'3. 'I I I 493 179 294 4368 22 563 28 81 143 4211 183 176 421- 297 213 47:11 422 2{f4 4211 3 32 114 I 230 497 ' 3fi 148 .276 I I 417 I I 572 1� U en Connantorupliftload. L v Connector Ideal laid (perpendicular to the wall), S Cennecmr shear loap(pmaldto the wall). ' fir Anchorage required to main lateral loll shall be determined in the founddoa dufgn Per Scott led. ' Tabulated aspire requbcmeuts assume amolcelling daadloid'of l0'pef (2/3 x 15 PAO. 1 Tdhulatad uplift and lateral connection mqulmmenm shall bepemlitmd to be multiplied by 0.70 and May, respectively, for6amingPot Plate within B feu ofhuildin6 mmem. I .. ' Tabulated shear capacity tegdimmenu 6i ear ■ well shear capacity of 421 plf (WARSAMttid whh7/I6"stmetuml shmdd8g sttmhed� with ad Atilt a aced 6n uperimetered ee d u e e 9dI ofd m 12"ulntumdlues arts. For eine, wall efieum adtiee the aired then a F P 8 PP ) P 9 capacity connection shall be Increased COMPLIANCE W/2003 CODE BY USING W.F.C.R WOOD FRAME CONSTRUCTION MANUAL 1995 EDITION _. (' USING PRESCRIPTIVE DESIGN METHOD.'W DIAMETER "J" BOLT @ -pg 1 ;-TOl �j, L rl • � �, , CENTER SPACING into FOUNDATION WITH4"x4"xY4r''B.P: PLATE OVER 3 SILL PLATE. USE 1 •YV X 20 GAGE STRAPS @ EACH JO• INT, SILL PLATE[T0 r�� FIRST FLOOR WAL'L,STUbS, 1ST FLOOR VJALL STUDS TO 2ND'FLOOR WALL'' STUDS, WALL STUDS AND TOP PLATE TO ROOF RAFTERS AND OVER, , • ;�), RIDGE AT. EACH RAFTER OR 2X4 COLLAR TIE IN UPPER THIRD C -F ATTIC AT,.16" ON CENTER.: ASPHALT SHINGLE8 T:OLLOW NAILING SCHEDULE R905:2.6 MIN 6 FASTENERS PSR SHINGLE; BLDG. FELT, INSTALL -PER R=;:. ,7 (ICE SHIELD. REQUIRED FOR 1ST 2:4" ABOVE STAR r OF INTERIOR WALL) • , N.Y:S: 6 Dr3 CODE -TABLE R301.2 (2) WINDOWS TO MEET D.P. RATING OF Ill Q r - - ,..._....•....___, -' •r •• ;�.,. 'H2 (Preecrlptire Alternative to Table 3.3) n"rrsnan lea -'yII nmfs nand _ .x., I1 30 ate )fi la as as 3L f Ntm MII.Wlndspe,d tnpll) 9D lob ash 110 _ pmminaapaln, Raf1NA Numb..1 e4Cem. Naar N enM1 A II (O4 andel l•la'e241e1e61np'1 310 426 6-10 2 2 ] 1 3 n 6 2 a ] 4 16Go 20 r 3 3 4 12 24 2 3 4 1 21 1 ] 4 ! 32 ] 4 ! 6 36 ]' 4 ! 7 12 2 1 3 4 6 A ] 4 ! 20 ] 4 4 ! 16 24 3 4 ! a 21 ] 4 6 1 ]6 4 5 7 2 2 ] 4 1 6 1 4 4 5 29 3 4 ! 6 19.2 24 4 e 6 2 2e 4 5 7 a 32 4 d 7 ,a ] fi 12 ] 4 5 6 16 3 4 ! 7 ]0 4 e 6 1 24 24 4 6 1 2r ] 631 e 36 6 1 r.bu1.11fil. ftertq Inmene.mm. A meOmllba dead 110 or1D 101213. 13 pro. nsn116grence If Imehpmml Grit We011I8a errmblylrnol connected n the mut urmblr. 1p4lobulur6 OPTof1dlT he Increased by I Anil it end onM1A nn.. Ibm2h l Prelone.. Inummiul moffnllbl dead lGddb.4rbulr.d nu h."fmlbd,lll9epw,nrJ lnhaadu.d ¢yln4l. ' ForwlNaaall menu,lemthe 1rip laednumberWall Shall be peminel bine nduutl by I mil el red, end eflM1minpforeeeh fall Wall be by Pill 46wa f RMu lbpe RN¢r 9Pxl„p Iln.l P,Gk4 NGnbudf 16,1 conm°n e,n1" pat llul IDln, srua,n.0 RrT'1«d Cepmtiiy of Hed W1 C"nnutlmgbdY"^' _ 111 I6 1•I 5 7 A II 9 II IG 11 H al 310 426 6-10 "1 p1? 766 1:95 _1152 Ifi•.6 ISG) Wlp 1194 qi17 :� i n _ m ,i no 575 1164 1314 16Go •ti: I Table 3.3A Rafter/Calling Joist to Top Plate Lateral and Shear Connection Requirements, (Prescriptive Alternative to Table 3.3) 4I' retest MOe Wind Speed (mph) ;L•::i, •r•-,.• : 9g loo no ' 120 . Raped Wall Might NunibergfBd ComnsonN.Ils ., Collins Joist . (114 nonnalld) Regnimd In Edell polar 6p chij, nrd/fir COlinglotst lint 1. Top Plate Conncdlan' n 8.10 3 3 3 3 16 a 3 3 l' 3 IOtl Uox,Inllsshnl)be pennhlEJ la be sabnilnnd l'or11dcmh,no„nalU. 10 3 3 3 4 ' Wlmn eeilinglolsts am lAndicd W"allel to,nfan, the svn1 o f16e loenau in the forte, cellin9Jnis1 shellegnnl or execed 1 h c mbvinud number ofndls g,,lred, 24 a 3 3 4 5 ,' To Avoid splitting, no mom lbnn l luenolle shall be lophiled In eaeb side a in rafter or • 10 3 4 5 5 Selling)olsi when formed to n 2a4,op plain m 3locndlfs In NO, side wild fmmned lop C 2x f P D F lI40T)=R.....HiQ. !iD 5E Rkf6o LE:,0'THA?v �• s X1?V�T1lt2A I...:7liEr}J:fAiU 7D. Yr..,_-^T/ld. i(aTr._ y/r'41. 9" '7- L -� �qpr0 ! " fr �P.��( 7/�2•eW O _. lo' Zi3.. �3 ...._,VI'I011fi;