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HomeMy WebLinkAbout34837-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34209 Date: 02/25/10 THIS CERTIFIES that the building ALTERATIONS Location of Property: 80 INLET LA GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 43 Block 5 Lot 6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 18, 2009 pursuant to which Building Permit No. 34837-Z dated JULY 8, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOSEPH M CORRARINO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 11752 01/22/10 PLUMBERS CERTIFICATION DATED 02/22/10 BURTS RELIABLE INC Authorized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that:the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for.the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural'or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. 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 o Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old ok P.re=exi ting B ilding: (check one) Location of Property: House Noi Street v Hamlet Owner or Owners of Property: Suffolk County Tax Map.Notion Block Lot Subdivision 2 Filed Map. Lot: .Permit No. 1/ Date of Permit. d Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Z S, u4 !� Applica ature ��S�FFOLk 00 _ ^ Town Hall, 53095 Main Road N Z Fax (516) 765.182., Telephone (516) 765 P. O. Box 1179 Southold, New York 1 1971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N Date: Building Permit No. 3 3 Owner: &rr'4"2"�(`� (please print) Plumber: lac e); a I fir' (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 4(plmbersig ure) Sworn to before me this C�/ ✓.t��cp � crx� day of " 20 10_ BERNA ET N IC#044893 Countystate of New York Notary Public, �50F�k Residing in Suffo�lk Cn+""yq COfll^,'iiSilJP,'LXpIiE'S' vov 42-1' p!'�relyy 1 a + SUFFOLK N BUREAU of Y ELECTRICAL INSPICT0RS. inc. 40 Nottingham Drive, Middle Island, NY 11953 Telephone: 631 495 8136 • Fax:631 980 6455 • E-Mail:SBEIGS@gmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Alan Hubbard Electric Certificate No.: 11752 Rough In Inspection Date: November 24,2009 Final Inspection Date: January 22 ,2010 Application No.: 11752 Building Permit No.: zK' y4. County Tax Map No.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: '1: s Owner: Joe and Maria Corrarino Site Location: 80 Inlet Lane, Greenport, NY 11944 . Owner's Address (if different): 4; ®Residential Indoor ❑Basement ElService ❑Shed ❑Commercial Outdoor First Floor ❑Pool ❑Hottub ❑New Renovation 0 Second Floor ❑Attic ❑Garage . ........ .: r ❑Addition ❑Survey Other:j INVENTORY Single Phase Heat Duplex Recpt :39 Ceiling Fixture 2 HID Fixtures f Three Phase Hot Water GFCI Recpt 10 Wall Fixture 4 Smoke ------ - Main Panel AC Cond Single Recpt Recessed Fixture 8 CO Detect 2 -- -- -- Sub Panel AC Blower Range Recpt Flourescent 8 Pumps ........ Transformer Appliances dish Dryer Recpt 1-30a Emergency Time Clock ....... a.; ..... Disconnect Switches 34 Twist Lock Exit Fixtures ! TVSS } GFCI Breaker Heat Pump Electric Heat Pool Luminaire Exhaust Fan 1 Other Equipment:8-dimmers,4-paddle fans,16 ft track lighting,1 oven-30a,1-cook top,1-air handler R, The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. fi Applicant: Alan Hubbard Electric License No.: 4285-E _< Inspected By: Roger Richert Date Of Certificate: Jan 25,2010 Signature- r� 9 ;� 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) . ' r PERMIT NO. 34837 Z Date JULY 8, 2009 1 , Permission is hereby granted to: JOS'EPH M CORRARINO 2900 PURCHASE ST NEW YORK,NY 10577. for ALTERATIONS TO AN EXISTING DWELLING PER TRUSTEES AS APPLIED FOR; FLOOD PERMIT INCLUDED at premises located at 80 INLET LA GREENPORT . County Tax Map No. 473889 Section 043 Block 0005 Lot No. 006 pursuant to application dated MAY 18, 2009 and approved by the S Building Inspector to expire on JANUARY 8, 2011. Fee $ 654 .40 Authorized Signature ORIGINAL Rev. 5/8/02 QU Town Hall Annex James F.King,President 54375 Main Road Jill M.Doherty,Vice-President. P.O.Box 1179 Peggy A.Dickerson Southold,New York 11971-0959 : . Dave Bergen Q Telephone.{631)76571892 Fax(631) 765-6641 Bob Gho§io,:Jr. �r r WARD::OF:TOWN:TRUSTEES . TOWN OF SOUTHOLD . Porrnit No.-. 7115A Date of Receipt of.Application: M.ay 20, 2009 Applicant: Joseph Corrarino` SCTM# 43-5=6 Project Location:.129 Inlet Lane, East Marion Date of Resolution/Issuance: June•24, 2009 . Date of.Expira#ion: June 24, 2011 Reviewed by: Trustee Bob Ghosio,.Jr Project Description:. To replace the roof,.siding and windows on-the existing dwelling. Findings: The project meets all the requirements for issuance of an Administrative. Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an:Administrative Permit allows for the operations as indicated orn.the site plan prepared by North Fork Drafting & Design, dated April.30,, 200.9, and received on Mays 20, 2009. Special Conditions::None. Inspections: Final inspection. Ifthe proposed activities do not meet the,requirements for issuance of an Administrative Permit set forth in Chapter 27.5.of the Southold Town Code, a Wetland Perrhit will be required. This is not a.determination from any other agency, . _James F.'.King, resident Board of Trustees JFK:eac Jill M.Doherty,President �QF so(/Ty Town Hall Annex James F. King,Vice-President ,`O� ��� 54375 Main Road P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 Bob Ghosio,Jr. G Q John Bredemeyer �� Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE. # 0529C Date February 24, 2010 THIS CERTIFIES that the replacement of the roof, siding and windows on the existing dwelling At 129 Inlet Lane, East Marion Suffolk County Tax Map #43-5-6 Conforms to the application for a Trustees Permit heretofore filed in this office dated 5/20/09 pursuant to which Trustees Wetland Permit#7115A dated 6/24/09 was issued and conforms to all of the requirements and Conditions of the applicable provisions of law. The project for which this certificate is being issued is for the replacement of the roof, siding and windows on the existing,dwelling. The certificate is issued to JOSPEH CORRARINO owner of the aforesaid property. ,_ - Authorized Signature hO��OF SO�lyolo rout iY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUN TION 1 ST [ ] ROUGH PL13G. [ IF NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE © - INSPECTOR-(,----Ll ?'Q 0f SO(/jyo! � o o�yCp� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT10G " FOUNDATION 1ST [ OUH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: A DATE lt�2 INSPECTOR OF SOUryolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND XINSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION IRE RESISTANT PENETRATION REMARKS: GtJ� r DATE f _ �0 INSPECTOR 3 SO(/r�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE REST CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMAR D DATE -1I 0 INSPECTOR OF SObjyolo 7 �# courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL &; [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: r DATE °� �� INSPECTOR M FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) J , ------------------------------------- FOUNDATION(2ND) R� z l Li G rJG y ROUGH FRAMING& — E.✓ PLUMBING INSULATION PER N.Y. y STATE ENERGY CODE rc� FINAL 2Wq ADDITIONAL COMMENTS p o C �i 00 0 z d TOWN OF SOUTH OWNOF BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPA NDo you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY1 4 sets of Building Plans TEL: (631) 765-180 Planning Board approval FAX: (631) 765-950 SurveSoutholdTown.Nor. 3`��� Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit, Examined 7& 20� Storm-Water Assessment Form �f Contact: Approved G ,M0 _ Mail to: Disapproved a/c Phone: ?6 S— 3 70 91 Expiration _41g,20 // Building Inspector APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. 1r, 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. (Si pplicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder e/ Name of owner of premises J oS (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block ,5 Lot ,/{^/ Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 7' 3. Nature of work(check which applicable): New Buildin Alteration Repair Removal Demolition Other Work 4?1) 0 Fee (Description) 6�5 Estimated Cost � '1' r- X (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 Dimensior�-Yso S�Lsr-t"rlu'cture with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase- Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES—NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES—NO 14. Names of Owner of premises C --c> Address Phone No. Name of ArchitectN--E1 ---"'a, Address Phone No Name of Contract , . e., Address Phone No. (/ d 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. PERMITSMAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES <. NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. -16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES_N04 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S COUNTY OF:5�� Fbeing duly sworn, deposes and says that(s)he is the applicant 2 �i, , rn (Name of individual signing contract) above named, COMNIE D.BUNCH Notary Public State Of Mew YOri' (S)Heisthe . k--a—f nihimiR5050 (Contractor, Agent, Corporate Officer, etc.) Quaiffid in Suffolk OUR Commission Expires April 14, OJ� 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 tq before me thi day of 2.0.�� Notary Public g e of Applicant JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: July 1, 2009 To: Town of Southold Building Dept. Re: FEMA Corrarino 80 Inlet Dr. Greenport,NY To Whom It May Concern: The plans as submitted for the above mentioned Project is "NOT a Substantial Improvement" (under the 50% Rule) as per FEMA guidelines. Any other questions please call. Sincerely A Deerkoski E C IE Q V E JUL 6 20 BLDG.DEPT. TOWN OF SOUVOLD REScheck Software Version 4.2.1 Compliance Certificate Project Title: Corranino Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 15% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 80 Inlet La. Greenport,NY Compliance:11.9%Better Than Code Maximum UA:453 Your UA:399 Ceiling 1:Flat Ceiling or Scissor Truss 1638 30.0 0.0 57 Ceiling 2:Cathedral Ceiling(no attic) 182 21.0 0.0 9 Wall 1:Wood Frame,16"o.c. 2424 19.0 0.0 123 Window 1:Wood Frame:Double Pane with Low-E 268 0.340 91 Window 2:Wood Frame:Double Pane with Low-E 21 0.290 6 Door 1:Solid 21 0.230 5 Door 2:Glass 64 0.350 22 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1820 19.0 0.0 86 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 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional ha stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or spe 'ficatipns are in compliance with this Code. � is cv Name-Title Signature--*" Date s Wiv PE Project Title: Corranino Report date: 05/16/09 '` Data filename: C:\Program Files\Check\REScheck\corrinio.rck Page 1 of 4 REScheck Software Version 4.2.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-21.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood 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: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.230 Comments: ❑ Door 2:Glass,U-factor:0.350 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: (j Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 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,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. Project Title: Corranino Report date: 05/16/09 Data filename: C:\Program Files\Check\REScheck\corrinio.rck Page 2 of 4 Return ducts in unconditioned attics or outside the building are insulated to at least R-4. Supply ducts in unconditioned spaces are insulated to at least R-8. Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: ❑ Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have 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 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. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: 11 All heated swimming pools have an onloff heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Corranino � -- � Report date: 05/16/09 Data filename:C:\Program Files\Check\REScheck\corrinio.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5'to 2.0" Over 2" Temperature ff) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 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 2.0" 2.5'to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Corranino Report date: 05/16/09 Data filename: C:\Program Files\Check\REScheck\corrinio.rck Page 4 of 4 -jWjj4 T. TE RR Y Hall. 53095 N.IZ1111 P.o. n wx 117() J-OWV CLERK t4c"'Atuk I LEG15MAROF VITA.STA-n S`11CS Fox (5 101 765-18,23 MARRIAOr OFFICERTdcpliunc (5161 76.S.1 RECORDS MYVAGEMENTOFFICER FREEDOM OF INFORMATION OFFICER ICER OFFICE OF TffE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" ( FDP(93) ) and "Certificate of Compliance for Development in Special Flood Hazard Area (C/C(93) ] . 13L i G r. D-FT TOWN OF SOUTHOLD h T. Terry Judit Southold Town Clerk August 25 , 1993 I I� • APPLICATION ,v f PAGE l of a TOWN OF SOUTHOL.D FL00DPLAJN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I: GENERAL PROVISIONS (APPLICANT to read and sir p): 1. No work may start until a permit is issued. 2- The permit may be revoked if any false statements are made herein_ 3. If revoked, all work must cease until permit is re.-issued. 4. Development shall riot be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire If ho work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fn.lfill local, state,and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Admiaistrator-or his/her representative to make reasonable inspections required to verify compliance. 6. I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENT'S TO _ THIS APPLICATION ARE,TO THE BEST F MY KNOWLEDGE, TRUE AND ACCURATE. (APPLICANTS SIGNATURE) DAT SECTION 2• PROPOSED DEVELOPMENT (To be completed by APPLICAh`n NAME ADDRESS TELEPHONE APP LICANT--.17 s . suzLDER ENGINEER PROJECT LOCATION: To avoid delay in processing the applicaton, please provide enough information to easily identify the project location. Provide the Vice-( address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known.laadmark. A sketch attached to this application showing the project location would be hclph J. FDP(93) APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure 0 Residential (1-4 Family) \ ❑ Addition ❑ Residential (More than 4 Family) Alteration ❑ Moo-residential (Floodproofmg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) El Demdlitioo' ' ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?. ❑ Ycs) ESTIMATED COST OF PROJECT S !q D dlq. 00 B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work). ❑ Road, Street or Bridge Construction El Subdivision (New or Expansion) ❑ Individual Water or Sewer System ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for rc%q'ew. CTION 3 FLOODPLAIN DETERMINATION (To be completed by LOCAL ADhtiMSTRATOR The proposcd development is located oa FIRM Paacl No. . Dated The Proposed Development: ❑ Is NM located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood eleva(io❑ at the site is:' ' F(. NGVD (MSL) ❑ Uaavailabic ❑ The proposed dcvclopmen( is located in a floodway. FBFM Paocl No. Da(cd ❑ See Sec(ion 4 (or additional ios(ruciioos. SIGNED DATE APPLICATION 4 PAGE 3 OF 4 SECTION 4 ADDITIQNAL INFO!` vMATIQN REQUIRED (To be completed by LOCAL. ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of aJl existing structures, water bodies, adjaceot roads, lot dimensions and proposed development. O Development plans,drawn to scale, and specifications,including where applicable: details for ancboring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodprooCwg of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available.). ❑ Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ FloodprooCing protection level (non-residential only) Ft:NGVD (MSL). For floodproofod structures, applicant must attach certiftcatior%from registered engineer or - architect. / ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result inany increase in the height of the loo-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. SECTION S PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A. ❑ Is B. O Is not in conformance with provisions of Local Law ig , -19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A i5 checked, the Local Admiaistrator may issue a Dcvclopmcol Permit upon payment of designated fee. If BOX B is checked, lbc Local Administrator will provide a writtco summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. " APPLICATION W PAGE 4OF4 APPEALS:. Appealed to Board o(Appcals? ❑ Ycs ❑ No Hearing da(e: Appeals Board Decision --- Approved? O Yes ❑ No Condj600s SECTION 6• AS-BUILT ELEVATIONS (To be submi(tcd by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional ea&ccr or a Gccused land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal Hiizh Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and coltrnns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodprooFwg protection is FT- NGVD (MSL). NOTE: Any work performed prior to st/omiutal of the above information is a( the risk of the Applicant_ f SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL,ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based oa inspection of the project to ensure compliance with the commuait}rs local law for flood damage prevention_ INSPECTIONS: DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY: Attachment B ' SAMPLE / CERTIFICATE OF COMPLIANCE J for Development in a Special Flood Hazard Area ^4♦ r J • I , TOWN OF SOUTHOLD CERUFICATE OF COMPLLANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING ❑ EXISTING BUILDING Cl VACANT LAND - THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_. SIGNED: DATED: B. COMPLIA,NCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW ## , 19_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C /C (93)' MANHANSET . AVE'. N/ 0/ F CL INTOJ A. a ,BERkl CE T. HOMMEL . n J f 3as', S. 87005�00°E (al er xs 10 2 PIPE. SOD n 440.34 - - fle 3' 94 PIPE 9f �r Corte. Q I ?3'P/op 215. 5'' 5 6611 $IABs � .. eT 73 of defcschedde ,.1 582 Ol'. __ . aqp• daa.f hse. ..e IL - - ��yrrC 1 PrD�p 41 EDGE OF RETLAN1% Q r �� � 1r0 m 274�� o O I., t ok, O• 3 / OLD. co Cki J O> ��� a H3E- a �1 O Z o r o o as a y r. 047. CV 25L B' - .0 It Go, �ato �( ' Q £ PIPE. (0.0 IB7.29'ab 7`//!eL}•/B.4 .cf� as A3 N q CSARrOBE e.�B Y / to it IO.T G%vL a5`N "T 84.02' Q.7 :96.1I' 9e 9.0 ~ 1 O.LJ y 0.e; R.R.TIEe IA'9' C.YON 7? Y. C.NON V N. 87°05`00°W I 437.42 ' N/0/F JOHN d LACY RACANELLI d JON-RAC ASSOCIATES. AREA 0.82 ACRES SURVEY OF PROPERTY �c IANpS. to tie line AT GR E'E NPORT TOWN ' OF SO.UTHOLD ' SUFFOLK ..COUNTY, N. Y. Prepared in accordance with the minimum tt� * standards for title surve)h as eitab&hed by y @� the LLA.LS.and approved and adopted 1000 - 043 - 05 - 06 8 20 9rF r� for such use by 76 Newyork bt"Lvnd SCALE I° = 4 0 Thin Assadatl",- N.Y.S. LIC. NO. 496613, AP R I L 19, 19 88 PECONIC SURVEYORS P.C. MAY 20, 1988 :f5161 765 - 5020 . i P 0. BOX 909 MAIN •ROAD ELEVATIONS ARE. REFERENCED SOUTHOLD, N.Y. 11971 TO N.G.V. DATUM PEYi E�,QfYrs6o /—/7-69 Deee 8 D.K: 8 - 269 N AIANHANSET AVENUE SURVEY OF PROPERTY AT GREENPORT TO WN OF SO UTHOLD SUFFOLK COUNTY N. Y. 1000-43-05-06 & 20 �c6ecv SCALE.• 1'= 40' SEPT. 6, 2006 O F VFRNI FAMILY LLC - /S87b5'OO-E W OCT 2 G 2' ujo 0 424 ' .08 215.45 I — ' ASPHALT o 24.4 �2 M82'Di 50"E h V. 1/ 5 35.94' 66.11 JA 673. 'o/ If � ��•• ���o gay ` �� �w ST^RY�ST/NG a' �� 'v°G� N _y .•�jQ 64 (J 3 / s /FFR�ME S 40. s a s• E ry a o/ `� 4 y �� � � s3 ZONE AE � y ;� �� ZONE HF 1000-43-05-20 � 'co1000-43-05-06 (EL 10) nfz9 azo'E ,�Q` ,D� (EL 11) 94 ? 3 W rh R� ti 0 4 N87105'00"W RR TIE 54.02' 19a91' A �' = � L j 440.65' N O / F JOHN & LUCY RACANELUr JON—RAC ASSOCIATES r NEbV�yO ■ =MONUMENT ME R� • =PIPE� =WETLAI`JD FLAG '��. cF� / 1000-43-05-06 AREA=17,979 SQ. FT. ANY ALTFRATIt7N OR ADDInON TO THIS SURVEY IS A VIOLAAON � 49618 1000-43-05-20 AREA=17,073 SO. FT. OF SEC77ON 72'090F THE NEW YORK STA7E EDUCA71ON LAW. f'ECONIC S YO EXCEPT AS PtR- SEC770N 7209-SUBDIVISION 2. ALL CER77RCA77ONS (631) 765— 0 1797 FLOOD ZONE FROM FLOOD INSURANCE RATE MAP HEREON ARE VAUD FOR THIS MAP AND COPIES 7HEREOF ONLY IF P.O. BOX 90 MAP NUMBER 36103C0176 G MA Y 4, 1998 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VFL WHOSE SIGNA7URE APPEARS HEREON. SOUTHOLD, N. Y. —26n � o 610HInos 30 NM01 1 1d30'0019 0 60OZ 0 Z D -h O 1 a uj N L /y" - Q(,,G FXISTII�fr ,.3?EGK.ABOVE SIC ,rr: ff v / 2'X122G::1.Aib"O:G ¢A BLOCK TO FKMN C4)r To NEW HEAL s-riw KAL. -� ,t- �►- ii A "M TO Be RQ' '�If� x t"' z DtNtNG RM" , , 'x _ f STING cy a �TbGA f Q xx 02W.HEST : t. p II L FLT I 1 iEl PJAGKTDEDIT {`�119SF•idi3j� L1ILYVC?� " a3-0 MZ 7O BE-- WON&RM EXI5TIN6': III i FOfVi14 d EXISTING t � r--- f!+ID1124410-5 �,4 A.1" r IV5., I.`lV • AI_I.. HEADER STRUCTURAL-POST TO HAVE 1=ULL BEARING AND BLOCKED TO EXISTING 1=0UNDATION BELOVi OR DIRECTLY 4QVER AND BLOCKED TO A GIRDER • Jr- THERE 15 NEITHER OP THESES cONDITION5 U5E cMU PIER ON R 2'X2`Xf' 0 SOOTING INSTALLED<IN cIt• 5f?Ac1=�ELow j � {,Q (,TOR TO VERIFY ALL FIELD GONDITION5 AND REPORT 'ANY DISGREPAbr-, TO N ram. DE51G.N _ V �I�EViSED 3�R1EGTlON OF-cJ -� ADDID NEVI:ti'LU3H'tf17R < '�REtItSED WINDOW.SIZES'TO FIT.I.PiTO'EX15TiMG.�f�O.:� i v / >/ IA bAt ..1 0 vi - A Yfwwom C ' . 1 I It t BATH 2 MIST IN CS Xr7 =rJt 7A Ix x '' l; A4D R i5 1 utnr -� I II MltN. , x u ref tI} l.. IEXI'STiN& I I 3Z. i {{ mrs E TQLAYM E fY� III I y' ADV'\1jC I. GL6 4 MOH4 =riraa 1�lENl tr�a..p� SEE:OW i' 1 lgjm j MIRR— Y ! , . xcru � i• PROFOSEV ' c { 04JP lu r I IBW 9MIN1 f .. a t � A� 2 . i fff I! IA- � J f ' NEW E. 1�1�' ORI WATER RUNOFF jtat to tH*TER 236 tow CODE. w o pATc: �- Fni cn Too CO.R.C� RA� K .....D Lid r w P: wL:>'�.N 4. �` CijhJtl'L�'• •`'YI r�' .br'_T "F !� ���. .�� �''`i ,Lt. CC' i r. "1 p er'4' C. Cif TH.,C.,C)" r.. �v 1 F` `(ORK STATE. C) N DESIGN OR CG�STRUCTiO"d ERF'0 ` m 06 Z OCCUPANCY OR � � CD Qco �- A EXISTING_] EXISTING EXISTING ®r % �~ f' N co — --- v"'�ERWRITERSCERTIFICATE m a-.REQUIRED 0 - -=-- - ALL COI-,.,..": e�•.,..,}.� ���^,1-►.. � 1 I- TLVI 0 11 Ills CERTIFICATION OF IMLING & CONNECTION ' REnIJiRED. ALL PLUMBING WASTE 0— _ $WATER LINES NEED z TESTE'l*BEFORE COVERING W WPW41052 - --------- W --- WDH2852 WDH2852 WDH2852 WDH2852 WDH2852 I— .H21052 H21052 WDH21052 LH21.52 - - PLU&fVFR`CElTTIFICATIO • O - -- 0A" LEA �;C 7EIVT B�E�O - FWGa s11L _ G/ , TIFi ATE pF OCCUPAN WLd f :SOLDER USED IN WATER -2 z Q W SUPPLY,SYSTEM CANNO I z = EXCEED -21100F 1%LEAD v z 07 FINISHED GRADE W W Z Of COMPLY W{TH.CHAPTER "46° 0 A00 `=LOOD'"DAMAGE P If NTION 0 REARALEVATI ON z Iz 1/4»=1 j-0" ` Q ry SOUTHOLD BUILDING DEPARTMENT CRITERIA r ' 1 JOCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S. U USE DWELLING UNIT- SECTION 310-310.2 2 HEIGHT N/A II 1— / FIRE AREA (sf) 400 SQ FT ( .t C L' � juLU•(, ', t`,I-ec� j`�' - �� L,�.yY �, DRAWN:.;I/J RABKEVICH 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION y- - SCALE: NONE 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN- 1995 HIGH-WIND EDITION WFCM - LEGE " i JOB #: , 121 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS J t1 ',. >r - F•� �. r DATE: 4-30-09 6 DESIGN LOAD CALCULATIONS SEE SPEC SHEET 7 EXISTING CONSTR CTIO _;,;TO REMAIN 7 WINDOW AND DOOR SCHEDULE SEE SHEET 6 :'. �- SHEET NUMBER: 8 LOAD PATH SEE SHEET 5 =_____= EXISTING CONSTRUC ON TO E REMO 6 9 NAILiNG SCHEDULE SEE SHEET 7 `=• .•:a,-' 10 EGRESS SEE FL PLAN NEW INTERIOR OR EXTE OR- 11 PLUMBING RISER DIAGRAM SEE SHEET 6 h m� a � CEILING HIGHT , ' 4 12 FIRE PROTECTION N/A 13 TRUSS DESIGN DRAWINGS N/A 14 ENERGY CALCULATIONS SEE ATTACHED E.W. EXISTING WINDOWS 1 OF 7 w o F o Q o M o vi 0 V) w Z CD W 0 N V) EM z Z UM o L~L � LL o M 00 Z N \-*-�CUT (2)16"X24" X N X ACCESS OPENINGS �, 57<W LL 0 m EXISTING (2)2"x8" GIRDER W/CMU PIERS = O -1 r- — -1 F _ 7 I= E=========_ 7'-53;" L J 7'-5Y4" L J 7'-5Y4" L J 7'-5Y4' L J 7'-5Y4" O Z 2" X 8" F.J. 016" O.C. me EXISTING s'-s" 1110 CRAWL SPACE NEW (2)2"x8" GIRDER W/CMU EXISTING r PIERS ON 2'X2'X1' FOOTINGS 1 BELOW SLAB °O CRAWL SPACEt:: .`. ; a " N W 4'-s" 19'-s" EXISTING z 0 W 7'-5Y4" L -j 7'-53'; L J 7'-53'; L J 7'-5Y4" L J 7'-5Y4" V EXISTING (2)2"x8" GIRDER W/CMU PIERS W z ----------- H Q Q O I= J — z I o Q CRAWL SPACE o w �— z 0 EXISTING � N o J Q Z It 00 z �' z OfO x N Ll- N w O 00 O FOUNDATION PLAN z SCALE: Q O U DRAWN: JOHN R. SCALE: 1/4"=1'-0' JOB : 121 t= = DATE: 4-30-09 SHEET NUMBER: ,.L �./I FF .-- 2 OF 7 W O E- O Q O 0 O (n O V) Ld tY 69'-6" Z 10'-51" 8,-41 „ 6'-1111p 4,_43„ 4,_93„ (D 2 15 -7 10 -3 8 -9 2 8 4 U) W A WPW41052 Lo 0)od B LOCK6To FUN ® �OrX61n 7'-°" z Z SM Q SM (3)1�4"X11�" LVL FLUSH HDR WDH 852-2 ® WDH2O36 WDH2O36 U WDH2852-3 I =__= IIo == 1 Q I a 1 (3) 1-3/4 X 11-7/8 LVL HDR. �, IIIII= • WDH21052-4 II N 1 CIE 0 Q FWG80611 L I I IIIIIui U 0 1 z} Q ® " " DINING Rlwl I1 a IIIII-J � 10 BATH 2 Z o EXISTING I m l m EXISTING Q M SM (3) 1-3/4 X 11-7/8 LVL HDR. z IIIII N v �/ C3 V '' I _� IIIII J ® I Q V N 0 x o I x IIIII - 0 � Iv & �0 00 �m ,a m a (2)2"X6- POST U �. I d p nnI J U J I W O =Oa LL m O O � ® BLOCK TO FUN o m o I I w x IIII(� I o Z o o►w� -117 Z f I I Z, l O to 0 000 Y =1 I O' i I O 2 Q U) �- ;; I= IIIII � II coIIIIIx° � r � - N O a O a ai IIII N -� WI I N a'O x I p Z 06 J m / J/ .J m = V Z'. I ::::: io X 1 i= I I ' ADD R-15 O ' J X IIIII = z No ' I = I� N 1LIJ z x x II N H.W. `" `v � IIIIZ N � ~ II zlllll3 NW II z IN It a- LLJ IN U fLV) x N IIIII F I I o MIN. FURN. IIIII 5� 05 F.R. DOOR � 11 � IIIII J _� I EXISTING WALLS I �j r I I 13-0" I I I a x � I ` TO BE REMOVED ` ADD (1) LAYER " oIIII IIIII w � � ------- I ( ��� TYPE X WALLS & CLG O 02 Z a (2)W1R31015 WNDOWS a3C)v7_ SEE SECTI L- — — IL- I J --— CD x (3)2"X4 POST M I I I I (3)1%"xl1 36" LVL W/(2) 74'"X 11" FL PLT FLUSH ::::: I STORAGE AREA Iz CV W BLOCK TO FUN I I N � IIII HDR NEW GIRDER BELOW 0 It c5 EXISTING (3)2X12 HDR TO BE IIIII I (SEE FND PLAN) N N z REMOVED THIS SECTIM4 ONLY - I I I I I` 0) z F =_ _= __==___= _=_= ========= _= -__- LAUNDRY N N LLJ W oasnNc HDR O N i W---i I w -- I 04 PROPOSED 6 To REMAIN N I a I I � III (5)2"X4" POST CLOSET LIVING RM w N I ' ; I I 1 �, I I NEW POST AND ,-, CD I g I I I PIER BELOW IN EXISTING rn of LZ °' I z oy I I z M� I� j CRAWL SPACE N Q U 01 w = -----I 1-----JI I o 6 , o N w W w z a✓ z � w z "' N KITCHEN o I Q Q Q O EXPANDED I I F- o ~ -� Z J CL I— wZ I � cn f- 0 co O X W N 1 p W F— Z PORCH , , 11 BED RM W ry = EXISTING - 1 -� �- — — 7 r- -� EXISTING 0 J � 0 SM SM BED RM o n- Z o 0 WDH2652-3 WDH2832 EXISTING ® O LL „ _ I I 00 to N 10,_611 CD F— O `w I z o A ® ® Q N 0 T E: WDH2452-2 WDH2452-2 • ALL HEADER STRUCTURAL POST TO HAVE FULL BEARING AND BLOCKED 14'-101 " 7'-2 0 TO EXISTING FOUNDATION BELOW OR DIRECTLY OVER AND BLOCKED TO 6 -5 2 2 U A GIRDER • IF THERE IS NEITHER OF THESES CONDITIONS USE CMU 28'-6" DRAWN: J RREVICH PIER ON A 2'X2'X1' PC FOOTING FIRST FLOOR PLAN "_ , INSTALLED IN CRAWL SPACE BELOW SCALE: SCALE: 1/2 -1 0 CONTRACTOR TO VERIFY ALL FIELD CONDITIONS 1/4"=1'-0" JOB : 121 AND REPORT ANY DISCREPANCIES TO N.F.D. & DESIGN DATE: 4-30-09 -� „ - SHEET NUMBER: f t• �;�/ 3 OF 7 ;- w o F. o Q o o 0 w Z C� (n W N Lo A od 0' 10,_6„ 10'-6„ z co U- H ti CAT WALK Q ti EXISTING < M SM . SM ' ® .. SM . . � N (0 i WDH21052- r i Oo ,•� , '% o,; d' , :. ;.�; i� EXISTING m i� O O z. ". �' Z O. -ROOF DECK'i. ' ;% i r /a '' p EXISTING o00 R O z R , ;Z R L , WNDOWS ARE LOCATED IN r7 WALL ABOVE NEW HEADER 60_4„ (SEE SECTION) . Lo oLn ; R O FI s. CDI BED RMrY N EXISTING — 0 �tcv 4,-4„ g,_4„ N I N EXISTING zz ` Q o N W W r77 I W W W V CLOSET " CD j I 0 s EXISTING RoyoY ! I 0 z z in z �w w LLl w 0 � I� BATH 3 Q H Q Q Cy I I EXPANDED I— J z LOSET �, z o / \\ I -� L.J C14= O \\ ICD -�S-0" Z I z o Q �® )H3UJl 2 EXISTING - O ` 0 10'_6" N ( 0 O z Jr 21 ,_01" A ( I Q L.L._ C SECOND FLOOR PLAN SCALE: 1/4"=1 '-0" DRAWN: J RABKEVICH ` SCALE: 1/2"=1'-0' JOB : 121 DATE: 4-30-09 SHEET NUMBER: in 4 OF 7 ^.4 w o Q 0 0 o vi z t 0 w z (D U) W Q N Lo EXISTING GUARD RAIL TO BE REPLACED (2)2 X10 HDR z z(2)INSULA—DOME W/SS PIPE AND CABLE (2)WTR31015 30"X45" ? s SKYLIGHTS LL ti Fk/STDz Q P- 4 co Nc2k8 � Q � co ROOF DECK RR ti =12 CD EXISTING 16 �C. 5 x O ---- -ffn '2r m - XISTING 2"X12" C.J. © 16" O.C. W/R—30 wwv ejwN = m uwwu (3)13/4x11 %" LVL2) 3/4» X FL PLT FLUSH HDR O I I -il z II 100 II ti EXISTING (3)2"X12" HDR TO BE REMOVED I i KIT. DINNING I IPK�ST IN � EXISTING EXISTING WALL I POST 0 0 BEYOND TO BE I (WALL N� z REMOVED � � W I { LLJ I � XISTING 2"X8" F.J. @ 16" O.C. W R-19 W wl Ld < z FINISHED GRADE CRAWL SPACE J Q z o EXISTING w �-- z v of LIJ cn a z o o _ 0 NEW GIRDER POST AND PIER 00 TYP OF 2 (SEE FND PLAN) 0 z ry SECTION A - A Q SCALE: o 3 /8)7= lp- o)) DRAWN: JOHN R. SCALE: 3/8.4-0 JOB : 121 DATE: 4—30—09 or KL,- SHEET NUMBER: 5 OF 7 o I w o WINDOW SCHEDULE Q o i 00 SYM. MODEL N0. WINDOW TYPE CLEAR GLASS EFFECTIVE PRESSURE REQ'D DESIGN DESIGN PRESSURE QTY. OPENING AREA WIND AREA ZONE PRES URE RATING A WDH2O36 DOUBLE HUNG 2.77 4.73 10 5 25.9 -34.7 DP50 UPGRADE 3 (n B WDH2O36 DOUBLE HUNG 2.77 4.73 10 4 25.9 -28.1 DP50 UPGRADE 1 Z • C WDH2652-3 DOUBLE HUNG COMBO 5.47 9.70 10 4 25.9 -28.1 O DP30 1 0 D WDH2832 DOUBLE HUNG 3.31 5.98 10 4 25.9 -28.1 1 DP30 1 j E WDH21052 DOUBLE HUNG 6.25 11.25 20 4 24.7 -26.9 DP30 1 w Ea WDH21052 DOUBLE HUNG 6.25 11.25 20 5 24.7 -32.4 DP50 UPGRADE 1 F WDH2452-2 DOUBLE HUNG COMBO 5.07 8.92 10 4 25.9 -28.1 DP30 2 G IWDH2852-2 DOUBLE HUNG COMBO 5.86 10.48 20 4 24.7 -26.9 DP30 1 z H WDH2436 DOUBLE HUNG 3.28 5.73 10 4 25.9 -28.1 DP30 1 0 I FW060611 FRENCHWOOD OUTSWING 35.62 22.91 50 4 23.2 -25.4 DP40 1 PATIO DOORS W K 'WPW41052 PICTURE WINDOW 21.64 50 4 23.2 -25.4 DP30 1 0 N L WDH2852-3 DOUBLE HUNG 5.86 10.48 20 5 24.7 -32.4 DP50 UPGRADE 1 Lo ozs _rn M FWG80611(L) FRENCHWOOD GLIDING 21 84 35.85 50 4 23.2 -25.4 DP40 1 PATIO DOORS 0 } N WDH21052-4 DOUBLE HUNG 6.25 11.25 20 4 24.7 -26.9 DP30 2 z Z 0 VWDH30310-2 DOUBLE HUNG 4.76 8.59 10 4 25.9 -28.1 DP30 1 U P I CTN30-2 CIRCLE TOP 0 13.40 20 4 24.7 -26.9 DP50 1 LL Q 1 WTR31015 FIXED TRANS 0 4.06 10 4 25.9 -28.1 DP30 2 ti 0 < co .3N.. N LL � o0 DOOR SCHEDULE `JL o SYM. MODEL NO. DOOR TYPE MANUFACTURER SIZE QTY LOCATION OPTIONS 1 HINGED SIMPSON 3068 1 ENTRY R.H. 0 2 DOUBLE DOOR MILLENNIUM 6068 1 LIVING ROOM R.H. L.H. z 4 HINGED MILLENNIUM 2868 1 LAUNDRY R.H. 5 30 MIN.RATED HINGED MILLENNIUM 2668 1 FURNANCE RH 6 HINGED MILLENNIUM 2668 2 BATH 2 L.H. 7 HINGED MILLENNIUM 2668 1 CLOSET L.H. ~ (n 3"0 ROOF VENT I 8 HINGED MILLENNIUM 2468 1 CLOSET R.H. � z 9 HINGED MILLENNIUM 2468 1 BATH 3 R.H. 0 0 z � s 3 LI-� Q I L U BATH 3 CD ' EXISTI U I i i LLli I I I w w 41 1/2 t 1 1/4 ?1 1/4 z C/) ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL Q z ' TOB .J w. 0 z SECOND FLOOR CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B -� L L 0 ROOF VENT 0 _ --i s 2 COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER z 3 1 1/4 �jJ TABLE R 301.2 (2) NEW YORK STATE BUILDING CODE. 0 � s 3 * MUST HAVE DP UPGRADE KIT. 00 = i E MEETS NY STATE EGRESS REQUIREMENTS FOR HABITABLE SPACE U KITCHEN LAUNDRY BATH 2 i 0 � EXISTING EXISTING EXISTING EXISTING _� I � 3°F.A.I. ^' CUSTOM GRILLES - SEE ELEVATIONS z j 11/4 11/4 I llI T11/2 t11/4 1'11/4 1 -�� ALL OPENINGS TO BE PROVIDED WITH DESIGN-PRESSURE UPGRADES AND ¢1 1/4 4 Y'1 1/2 1 TI 4 1 0 D W SINK W M SINK 1 I of o i IMPACT GLAZING UNLESS USING DEBRIS - PROTECTION PANELS W/HARDWARE. < --- W. W. WITH MAXIMUM OF 8'-0" SPAN. FASTENERS FOR SPANS UP TO 6'-0" SHALL BE ll� z FIRST FLOOR T I B I 2 1/2 - # 8 WOOD SCREWS AT 16" 0/C. FASTENERS FOR SPANS UP TO 8'-0" 0 1 SHALL BE 2 1/2- - f 8 AT 12" 0/C. TABLE 301.2.1.2 0 _ 1 2 11/2 11/2 11/4 3 3 11/4 I C.O. 11 4 i ALL NARROUNE WINDOWS MUST USE: DRAWN: JOHN R. 4 EXISTING SEPIC SCALE: NONE SYSTEM 1/2" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A 1/2" X 3/4" DP JOB : 121 HOUSE1 CRAWL SPACE SLOPE" 1/4" PER FOOT PITCH TO DRAIN TRAP UPGRADE SILL STOP. SILL STOPS TOTAL A -1 4" HEIGHT AN REQU7�-IRE �,,,, DATE: 4-30-09 THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH Db UP SILL STOP KIT. t ' ° '"' s' =� �' SHEET NUMBER: f �ti RISER DIAGRAM ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSUR RtQU9RED, ; # , SCALE: N.T.S. ANY MULLED UNITS MUST MEET OR EXCEED 1.5 TIMES THE DESIGN TPRESSURE, REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBtIRATE ; a ' ALL EXTERIOR GLAZING MUST MEET ASTM E 1996TEST REQUIREMENTS A PER 4. 103 NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE, r REFER TO SECTION R 1609.1.4 FOR ALTERNATIVE OPENING PROTECTION:' `� 5 OF 6 3 PLAN CONTENTS: ROOF FRAMING NAILING SCHEDULE: GENERAL CONSTRUCTION NOTES F- O OCCUPANCY CLASSIFICATION R3 RESIDENTIAL t.The Warrrwtion an this set of construction aaarmonto r to plot°book design Meat are kanrg data°` '►hey we lnterwed Q O Is a arntrectlon aid,not a substitute far gain y aPxxpGd good bu5*sg practice and canpli, , sith cu rant New York state BUILDING USE SINGLE FAMILY DWELLING JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES building coda The gaaard contreetor r nponsele for prowldl standard m+awanon details are proeeA,res to ensure a O O profwlandy finished.stracbaaly sound and weaUwproof completed product BUILDING HEIGHT 18'-4" RAFTER TO TOP PLATE B' WALL; 3-81) COMMON EACH; RAFTER TOE NAIL 2. General Cantraetar to cmdkwte all sub eontroctun,scheduling of wok,bad interaction between trailed TOTAL SQ. FT. OF CONSTRUCTION 1030 SQ. FT. 10' WALL; 4-BD COMMON 3.The general contractor Is respovnsbl.for ensuring that all work and construction meet or exceed.current tided.state, and 6i load cc&%adkxances and regurtiaa,ate These codes an to be considered a pert of the specifications for this building and DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND CEILING JOIST a WALL; 3-8D COMMON EACH JOIST TOE NAIL alkauld be osnwed to even It they we Invarlonow with the plan Z 1995 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL TO TOP PLATE 10' WALL; 4-8D COMMON 4.Mmen CEILING JOIST TO AS PER TABLE 3.7 �wail take _0 �•rs v boar � .Gal. �(do not �� .Gal. � FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTIONS AND GENERAL NOTES EACH LAP FACE NAIL s Tit. M PARALLEL RAFTER WFCM - SBC la s,no"es not been for con far ion memo. rupodo.t and asrenr"°raapanssusity for Pxrrfor so a .tnP EXT. BALCONIES 6O these plans,nor responsibility for eaerfrecilan meona. anaanoda.t.amlga.....4,.naeai,a pr«.euwti a for sorty iwocautions W DECKS 40 CEILING JOIST LAPS AS PER TABLE 3.7 p OVER PARTITION WFCM - SBC P,°�"'In 1oi wilt tie work. Then are no warranties for a paama useagrawd or Implied In the use of aware EACH LAP FACE NAIL 0.Rohr to boar plan;PwlaAor elevotiorer,oed wkwow schedule for types and scar of wYwow. M wYndow to be Anderson high ATTICS W/O STORAGE 10 AS PER TABLE 3.4 pa la °"°'quality or apra"wd equeL DESIGN LOAD CALCULATIONS ATTICS WITH STORAGE 20 COLLAR TIE TO RAFTER WFCM - SBC EACH END FACE NAIL 7.Geer and d,,eow heed,,,to align unless clam low noted (LIVE LOADS PSF) Z ROOF (GROUND SNOW LOAD) 45 BLOCKING TO RAFTER 2 - 8D COMMON EACH END TOE NAIL n General aawaatarle to ethat mo.arry and p.fabr lated fYepkkee constructionm..ta or arkoeede allmarolaalurw's '^ ROOMS (OTHER THAN SLEEPING) 40 a Canard oontrootar to consult and coordinate with the owner and the plan for all bun In Rome such as beckooa...shd Ang, v RIM BOARD TO RAFTER 2 - 16D COMMON EACH END END NAIL per` mot`o`e CD ROOMS (SLEEPING) 30 10.FhoWds nodwb smoke detectors,wteu battery backup.an as liken and to each bedrooi .warty wM load sa&rsgAa we W STAIRS 40 as per section R317.New York State Residential CamVuction Cods. Irnst M cabon erawwde detMan as per cods. Q N GUARDRAILS ANY DIRECTION 200 WALL FRAMING NAILING SCHEDULE. GENERAL FOUNDATION NOTES 0) EXPOSURE CATEGORY LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES 1.cenerd oantraatar AsrMaw plan' ervotlons and deter.to dots min.Mewed n.lgna of ftntlned soars)alnowa typical grail. } (ROOF - FOUNDATION) AND GENERAL NOTE PAGE 2.As footb to rest an undisturbed wall. Z NAILING SCHEDULE SEE GENERAL NOTE SHEET TOP PLATE TO TOP PLATE 2 16D COMMON PER FACE NAIL � axparanal�on pint material between all concrete dabs and abutting ow asta or masonry walls ecam Ip In exterior or Y M - IR FOOT SEE NOTE: 1 EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE PLUMBING RISER DIAGRAM SEE RISER DIAGRAM PLANS TOP PLATE AT sdta Conade etf��>��g�fit mrknum,with axe-10/10 was msah nrfarcin¢Interior slabs to M plead an e mils CD INTERSECTIONS 4 - 16D COMMON JOINTS EACH SIDE FACE NAIL LL LL FIRE PROTECTION s prwlde crawl pace ventilation per lam oar requk.ne is SMOKE & CO2 DETECTORS SEE FLOOR PLANS e.Gwneal contract to Install( ) STUD TO STUD 2 - 16D COMMON 2�" O.C. FACE NAIL cap-r-tex(or eepper)diet metal termite shMde between al tn wcae surface. et are.xpe.ed to TRUSS DESIGN N/A - STANDARD S11CK FRAME CONSTRUCTION amaa*to or messy surface` Q ti ENERGY CALCULATIONS RESCHECK 3.6 RELEASE 1 A HEADER TO HEADER 16D COMMON 16" O.C. FACE NAIL7. wpr�exterior of foundation with a abaarwu.000tkg as per Pwde Pew ed oarwltione j ALONG EDGES N (D GENERAL FLOOR PLAN NOTES TOP OR BOTTOM 2 - 16D COMMON PER 2X4 STUD r/ � PLATE TO STUD 3 - 16D COMMON PER 2X6 STUD END NAIL t.oIm«won.tiled eke prePcedent eve scale arawinga(do not ems drorrrge) X 2.All rtalm walle to be cam with)f"gypsum board with metal comer st larckng. Tape,float,ad bond(3 coals). BOTTOM PLATE TO FLOOR LL FACE NAIL 3,tsdr anxnon to gangs and hour to hevs a layer of 5/e",fire raced gypsum bond at garage wide with s'-tr'retkxn on adjacent m JOIST, BAND JOIST, 2 - 16D COMMON PER FOOT SEE NOTE: 1,2 wdr an Poling.Mawfactured kxnba require.2 layers of 5/e',fire a gypsum bead = a CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: END JOIST OR BLOCKING �w��ar area ode and alkps Pwpaat ta wet ands ta have wota rssrtant gygasn board ar tad w set m GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS GENERAL PLUMBING NOTES LOAD MPH CATEGORY DEPTH TEMP. REQUIRED FLOOR FRAMING NAILING SCHEDULE: 1. Plumbing subcontractor to be responsible for adhering to all applicable code and safety 0 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE NONE requirements. Z TO HEAVY I MODERATE JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES 2. If wall plates or joists are cut during the Installation of plumbing fixtures or equipment provide bracing to tie framing back together. JOIST TO SILL,TOP PLATE OR GIRDER 4 - 8D COMMON PERJOIST TOE NAIL GENERAL HVAC SYSTEM NOTES BRIDGING TO JOIST 2 - 8D COMMON EACH END TOE NAIL 1. Mechanical subcontractor is responsible for adhering to all applicable codes and safety ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: requirements. SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES BLOCKING TO JOIST 2 - 8D COMMON EACH END TOE NAIL 2. HVAC subcontractor to fully coordinate all system data and requirements with the equipment AT PANEL EDGES SUPPORTS IN THE PANEL FIELD supplier. 4' PERIMETER EDGE ZONE 8d COMMON ® 6' O.C. Bd COMMON ® 6" O.C. SEE NOTES: 1, 3 BLOCKING TO SILL 3 - 16D COMMON EACtF BLOCK TOE NAIL 3. HVAC subcontractor to provide final system loyxit drawing and submit it to general contractor, 0 V) SEE NOTES: 1 (BOTH FIELDS) OR TOP PLATE owner, and equipment supplier for final review and approval. z INTERIOR ZONE 8d COMMON O 6' O.C. 8d COMMON ® 12" O.C. NOTE: 2 FOR PANEL FIELD t LEDGER STRIP TO BEAM 3 - 16D COMMON EAC.'P1 JOIST FACE NAIL z O GABLE ENDWALL RAKE 8d COMMON O 4" O.C. 8d COMMON 04' O.C. SEE NOTES: 1, 3 AND RAKE TRUSS JOIST ON LEDGER Lv TO BEAM 3 - 8D COMMON PER JOIST TOE NAIL GENERAL FRAMING NOTES LJJ Q BAND JOIST TO JOIST 3 - 16D COMMON PER JOIST END NAIL 1. All walls, 2x4 and 2x6, to be stud grade or better 16' o/c. All other framing material to be ry NOTES /2 douglas fir or better. f n L�-- a THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED SCHEDULE NOTES ONLY. BAND JOIST TO TOE NAIL 2. All wood framing in contact with concrete or masonry to be pressure treated. `! U 1). FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SILL OR TOP PLATE 2 - 16D COMMON PER FOOT SEE NOTE: 1 3. Provide double floor joists under all walls parallel to floor joist span direction unless otherwise W SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENTS REQUIRE SHALL BE USED. specified. W Li LJ in 2;. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING ROOF 0 F SHEATHING NAILING SCHEDULE: 4. Provide x-brocing or solid blocking at a maximum of e•-0" o% for all dimensional lumber F- z Q (� MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH <0.42<G<0.49, THE NAIL SPACING SHALL BE floor joists. ~ REDUCED TO 6 INCHES O.C. I- I Z 3). TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES 5. Floor construction: V40 tongue and groove plywood subfloor. Finished material to be applied MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH <0.42<G<0.49, THE NAIL SPACING SHALL BE over subfloor. due and screw plywood decking to floor pasts. AS PER TABLE 3.8 U I- Z REDUCED TO 3 INCHES O.C. STRUCTURAL PANEL BD COMMON WFCM - SBC NONE 6. All window and door headers to be minimum (2) 200 unless otherwise specified. All interior W ///���111 headers to be (2) 2x10 unless otherwise specified. O Q 7. Provide full acid blocking under all bearing walls. Of CEILING SHEATHING NAILING SCHEDULE: --7 WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 8. All beams to have adequate bearing at each end or as specified. 0- z O W 9. All flush beam and joist Intersections to have galvanized hangers.NAIL I-- SPACING NAIL SPACING AT INTERMEDIATE JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES I0 SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 10. Typical exterior walls and roof to be sheathed with W exterior grade plywood or W OSB z GYPSUM WALLBOARD 5D COOLERS 7' O.C. EDGE NONE plywood, group 1. APA rated. Plywood to span over all plates and headers. 00 INTERIOR ZONE 8d COMMON ® 6" O.C. 8d COMMON O 12" O.C. SEE NOTES:1, 3 (BOTH FIELDS) 10" O.C. FIELD 11. Provide Insulation baffles at save vents between rafters. 0 NOTE: 2 FOR PANEL FIELD O U 4' PERIMETER EDGE ZONE 8d COMMON ® 6" O.C. 8d COMMON ® 12" O.C. SEE NOTE: 3 12. Exterior flashing to be correctly Installed at oil connections between roofs, wails, chimneys, z WALL SHEATHING NAILING SCHEDULE: projections, and penetrations as required by approved construction practices. - NOTES 13. General contractor to provide adequate attic ventilation and roof vents. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED SCHEDULE NOTES ONLY. JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES 14. Provide appropriate soffit ventilation at overhangs. Q Q ' 1). FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT AS PER TABLE 3.9 REQUIREMENTS SHALL BE USED. STRUCTURAL PANELS 8D COMMON WFCM - SBC NONE GENERAL WIND PROTECTION CONNECTION NOTES - 2). TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS Adapted from Standard for Hurricane Resistant Residential Construction; SSTD 10-99 and 1995 cif WITH G>0.49. FOR FRAMING MEMBERS WITH <0.42<G<, THE NAIL SPACING SHALL BE 3(fs" OSB PLYWOOD 6D COMMON 3" O.C. EDGE NONE SBC High Wind Edition Wood Frame Construction O 6" O.C. FIELD Fasteners and Connectors for Wood Frame Construction REDUCED TO 6 INCHES O.C. 10" O.C. FIELDT be provided. U 3). FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE USED TO BE GYPSUM WALLBOARD 5D COOLERS 7' Ci.C. EDGE NONE 1. A continuous load path between footings, foundations walls, floors, studs and roof framing shall SUBSTITUTED FOR COMMON NAILS. Approved g g DRAWN: JOHN R. 2. roved connectors, anchors and other fastening devices not Included in the Standard Building Code, Table 2306.1 shall be installed in accordance with manufacturers recommendations. SCALE: NONE FLOOR SHEATHING NAILING SCHEDULE: 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the weather or subject to salt corrosion in costal areas, shall be stainless steel or hot dipped galvanized. JOB : 121 4. Where windows and doors interrupt wood structural panel sheathing and siding, framing anchors JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES or connectors shall be provided at the top and bottom of cripple studs, header-studs. and at DATE: 4-30-09 least one stud at each side of opening. \ STRUCTURAL PANEL 6" O.C. EDGE \\ '�'a,r i7l_t, 1" OR LESS 8D COMMON " NONE 5. Ridge strops shall be attached to each poir of opposing rafters except where collar ties of 1x6 Eta"' -tea, j,:rt SHEET NUMBER: 12 O.C. FIELD or 2x4 lumber Is located in upper third of attic space and attach to each pair of raftera.�' '> 6. Uplift connectors shall be provided at each rafter bearing. `.. e�,' NOTES °:, 7. Floor to floor hold-downs to be provided every 48, and every er 16" within 4' of extior cone ; THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED SCHEDULE NOTES ONLY. t' rs. 1). NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE a Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation with�a , PANEL EDGE. IF WALL SHEATHING IS NAILED 3" ON-CENTER AT THE PANEL EDGE TO anchor bolts having a min. bolt diameter of 5/8" and 3' x 3" x 1/8" washers. A rttinlmurn f one anchor bolt shall be provided within 6 to 12 Inches of each end of each plate. Anchor bd OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS shall have a minimum embedment of 7 inches in concrete/ masonry foundations. Anchor bats SHALL BE DOUBLED OR USE ALTERNATE CONNECTORS SUCH AS SHEAR PLATES, SHALL BE shall be located within 12 inches of comers and at spacing not exceeding 4 feet on center. USED TO MAINTAIN LOAD PATH 2). WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED 6 OF NUMBER OF NAILS SHALL BE PERMITTED TO REDUCED TO 1- 16D NAIL PER FOOT. -