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HomeMy WebLinkAbout33047-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33729 Date: 05/22/09 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 145 MEDAY AVE MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 113 Block 8 Lot 10 subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 7, 2007 pursuant to which Building Permit No. 33047-Z dated MAY 21, 2007 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 "AS BUILT" ALTERATIONS AND ADDITIONS, INCLUDING FIRST AND SECOND FLOOR DECKS, TO AN EXISTING ONE F~4ILY DWELLING AS APPLIED FOR. The certificate is issued to KIM AZZARELLI & MATTIA FILIACI ( OWNER ) of the aforesaid.building. SUFFOLK CO~FN~"fDEPART~TOF}~ALTHAPPRO%rAL N/A ELECT~IC3%L CERTIFICATH NO. 3047845 12/18/07 pL~3~ERS CERTIFICATION DATED 05/05/09 MATTITUCK PLUMBING /~~A borized SignatUre Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUI This application must be filled in by typewriter or ink and submitted to the Building D~ A. For new building or new use: .At 2oo9 'Pattn .ent Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic fentures. Final Approval from Health Dept. of ycater supply and sc~verage-dispusal (S-9 form). Approval of electrical installation fi'om Board of Fire Underwriters. ~ .,~. ~ worn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer respons~le for the building. Submit Planning Board Approval of completed site plan requirements. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" laud. uses: 1. Accarat¢ survey of property showing all property lines, street~, building end.unusual natural or topographic features. 2. A properly completed application and enusent to iuspect signed by the applicant. If a Cettificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. New Construction: C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additious to dwelllng $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 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 :S 15.00 Old or Pre. existing Building: ' Location of Property: / L~ 5 House No. Owner or Owners of Property: K ~ Suffolk ComRy Tax Map No IOOD, Section II 5 Block Subdivision Permit No. Hamlet Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Subm#ted: $ ~. ©O Underwriters Approval: Final Certificate: (check one) Applicant Signature coo ] Filed Map. ~')oq'"l~ ~.~DateofPermit. 5 ]7/0'7 Applicant: Lot 0 I0 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD Of FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by Q.C. ELECTRIC, INC. MR. A77ARELLI po BOX 518 145 MEDAY AVE LAUREL, NY 11948-0518, MATTITUCK, NY 11952 145 MEDAY AVE MATTITUCK, NY 11952 Located at 3047845 3047845 Application Number: Certificate Number: ns11 Section: Block: Lot: Building Permit: 33047 BDC: Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 18th Day of December, 2007. Name QTY Rate Rating Circuit Type Appliances and Accessories Dish Washer l 0 1.2 KW Oven 1 0 5.2 KW Exhaust Fan 3 0 F.H.P. Hydro Massage Tub (Therapeutic) 1 0 Wiring and Devices Outlet 47 0 Fixture Outlet 47 0 Incandescent Outlet 59 0 General Purpose Receptacle 32 0 General Purpose Switch 24 0 General Purpose Dimmers 9 0 Paddle Fan 1 0 Receptacle I 0 20a Laundry Receptacle 1 0 30a Dryer Receptacle 9 0 GFCI seal I of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. HaH, 53095 Main Road P O Box 1179 '~:_:r,_qc N¢~ York 11971-0959 BUILDING'DEPARTMENT TOWN OF $OUTHOLD MAY 14 2009 BLDG DEPT, ~ TOWN OF SOUTH~x (631 ) ?6 .9502 CERTIFICATION Da{e: Owner: I~,l~ Plumber: (Please print) MA'I'rlTUCK PLUMBING Mattituck, NY ~ 1 lead 651-298'8393 / [ax: 631-298-1130 '" certity mat the solder used in the water supply system contains less than 2/10 of 1% S,.~.om to before me this da), ot' ~/~P'/ , 20 ~ ¢ No[ary Publi% unty Signature) DENISE KING Notary Public, State of New York Registration #01KI6041757 Qua ed in Suffolk County ~ My Commission Expires May 15, 2~, Condon Engineering, P.C. New York State Licensed Professional Engineem 1755 Sigsbee Road Mattituck, New York 11952 w~w.condonengineering.com 631-298-1986 Fax 631-298-2651 May 19, 2009 Michael Verity - Chief Building Inspector Building Department Southold Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971 RE: Filiaci Residence - 145 Meday Avenue, Mattituck, New York SCTM# 1000-113-8-10 Dear Mr. Verity: An inspection was made of the Filaci residence at 145 Meday Avenue, Mattituck, New York in May 2009. Based on our observations and to the best of my knowledge, the building conforms to the New York State Building code with the following exceptions: Our office prepared a revised set of design drawings for the new building dated May 13, 2009, which indicates the required improvements needed to bring the building and decks into compliance with the NYS Building Code. If you have any questions please call at 298-1986. Yours truly, FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS PERMIT NO. BUII~DING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 33047 Z Date MAY 21, 2007 Permission is hereby granted to: KIM AZZARELLI & ANO 145 MEDAY AVE MATTITUCK,NY 11952 for : AS BUILT ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 145 MEDAY AVE MATTITUCK County Tax Map No. 473889 Section 113 Block 0008 Lot No. 010 pursuant to application dated MA__~Y 7__, 200__7 and approved by ~h~ Building Inspector to expire on NOVEMBER ~2~, 200~-=~/~/ > Fees 860.80 ~ ~ /~ ~ ~ ~ture l ORIGINAL Rev. 5/8/02 /.~/.~'~ y'~ ~J_.~"'// /'~'~765-1802 '"-~. --~~,~,~'~ BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY [ [ ] ROUGH PLBG. [ ] INSULATION (qqq" ] FINAL ~'"'~' ~ ~. '1 ] FIRE SAFETY INSPECTION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [ ] FRAMING / STRAPPING ~/FINAL /~ /, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION [/~FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: ~ ~~, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] RO/LIGH PLBG. FOUNDATION 2ND [,/] INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT FENETRAT~ON [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FOUNDATION 1ST ~'ROUGH PLBG. [ ] FOUNDATION 2ND i i INSULATION  STRAPPING FI NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: //V/~ ~ ~~ DATE ~ ~'~'~'- ~ ~? INSPECTOR ~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F~UNDATION 2ND [ ]INSULATION [~FRAMIN~ [ ],FINAL [ ] FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: {A~?~/~ ~-~ ~'~J~ ~-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [~'~FOUNDATION 2ND [ [ ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION ] ROUGH PLBG. ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION ~ FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSIRUCTION [ ] RRE RESISTANT PENETRATION REMARKS: DATE FIELD I~S?ECTION REPORT ..................................... ._ ~S~ATION PER N. Y. STATE ENERGY CODE I1-~ TOWN OF'SOUTHOLD BUILDi'NG DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMFr NO. / Examined ,~"'~/I / ' 20 ~.~ Approved -/ --t ,20___ Disapproved a/c Expiration ,20__ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Cheek Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: ! APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS , 5- ,2007 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until 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 inspection~x ~22~~-~ cant or name, if a eorporaton) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~f/rYl (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 Tmde's License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision (Name) Block '~ Filed Map No. Lot Lot /0 2. State existing use and occupancy of promises and intended use and occupancy of proposcd constxuction: a. Existing use and occupancy b. Intended use and occupancy ~g2>~.-~ I,D ~'x/~.'~ 3. Nature of work (check which applicable): New Building_ Repair Removal Demolition 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition / Alteration Other Work ~J~-od ~>~-C~._< (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 8. Dimeusious of entire new construction: Front 2'~o ~' Height 0_5-' Number of Stodes 9. Size of lot: Front /OO / Rear ~4'~/ Dimensions of existing structures, if any: Front ;2,4. ~' Rear '2~, ~' Height ~ Number of Stories / Dimensions of same structure with alterations or additions: Front ~c;"2_ Depth ?O ,.~" Height ~ ~' Number of Stories Depth ~/' Depth Rear ,,~'2~ 10. Date of Purohase Name of Former Owner 11. Zone or use district in which promises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO / 13. Will lot be ro-graded? YES NO ~Will excess fill be romoved from promises? YES NO__ 14. NamesofO~ni~e~r-erorpromisesk5~1 '~taa~'l aadress ,k)y..~-.]"~/~o22- PhoneNo. ~'/7-~a~'O-2 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__NO / * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES__ NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) ~t) ~ .~. ~.,e./~c~,~/) being duly sworn, deposes ~nd says that (s)he is the applicant (Name of individual signing conlrac0 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 tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this . ~, Notary Public 2O0 7 Apphcant Permit Number Checked By/Date REScheck Compliance Certificate New York State Energy Conservation Construction Code REScheckSofiware Version 3.5 Release lc Data fllename: C:~AutoCadDrawingsWiliaci~Energ~ Calc..rck TITLE: Filiaci Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 05/05/07 DATE OF PLANS: May 4, 2007 COMPANY INFORMATION: Condon Engineering 1755 Sigsbee Road Mattituck, New York 631-298-1986 COMPLIANCE: Passes Maximum UA - 372 Your Home UA - 363 2.4% Better Than Code (UA) Ceiling 1: Cathedral Ceiling (no attic) Ceiling 2: Flat Ceiling or Scissor Truss Ceiling 3: Cathedral Ceiling (no attic) Skylight 1: Wood Frame:Double Pane with Low-E Ceiling 4: Flat Ceiling or Scissor Tress Wall 1: Wood Frame, 16" Window 1: Wood Frame:Double Pane with Low-E Wall 2: Wood Frame, 16" o.c. Window 2: Wood Frame:Double Pane with Low-E Wall 3: Wood Frame, 16" o.c. Window 3: Wood Frame:Double Pane with Low-E Wall 4: Wood Frame, 16" o.c. Window 4: Wood Frame:Double Pane with Low-E Door 2: Solid Wall 5: Wood Frame, 16" o.c. Window 5: Wood Frame:Double Pane with Low-E Wall 6: Wood Frame, 16" o.c. Window 6: Wood Frame:Double Pane with Low-E Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA 480 30.0 0.0 16 321 30.0 0.0 11 161 30.0 0.0 5 8 0.450 4 160 30.0 0.0 6 220 21.0 0.0 10 36 0.350 13 220 21.0 0.0 5 126 0.350 44 290 21.0 0.0 13 69 0.350 24 280 15.0 0.0 17 42 0.350 15 21 0.600 13 160 15.0 0.0 10 36 0.350 13 256 15.0 0.0 16 43 0.350 15 Wall 7: Wood Frame, 16" o.c. 20 21.0 0.0 1 Wall 8.~ Wood Frame, 16" o.c. 192 21.0 0.0 10 Window 7: Wood Frame:Double Pane with Low-E 24 0.350 8 Wall 9: Wood Frame, 16" o.c. 80 21.0 0.0 4 Window 8: Wood Frame:Double Pane with Low-E 9 0.350 3 Wall 10: Wood Frame, 16" o.c. 110 21.0 0.0 6 Window 9: Wood Frame:Double Pane with Low-E 9 0.350 3 Wall 11: Wood Frame, 16" o.c. 192 21.0 0.0 8 Window 10: Wood Frame:Double Pane with Low-E 24 0.350 8 Door 1: Solid 21 0.600 13 Wall 12: Wood Frame, 16" o.c. 81 21.0 0.0 4 Window 11: Wood Frame:Double Pane with Low*E 9 0.350 3 Wall 13: Wood Frame, 16" o.c. 156 21.0 0.0 9 Floor 1: All-Wood JoisffFmss:Over Unconditioned Space 990 30.0 0.0 33 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 Constnaction Code requirements. When a Registem4 Design Professional has stamped and signed this page,~ey ale attesting that to the best of hirdber knowledge, belief, and professional judgment, such plans or Builder' -- Date ~<;---...~"~ REScheck Inspection Checklist New York State Energy Conservation Construction Code REgcheckSm°a~are Version 3:5 Release tc DATE: 05/05/07 TITLE: Filiaci Residence Bldg. Dept. Use [ ] [ ] [ ] [ ] [ ] [ ] [ ] ] ] ] ] ] ] ] [ l [ ] [ ] Ceilings: 1. Ceiling 1: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: 2. Ceiling 2: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Ceiling 3: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: Ceiling 4: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: 2. Wall 2: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: 3. Wall 3: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: 4. Wall 4: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: 5. Wall 5: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: 6. Wall 6: Wood Frame, 16" o.c., R-I 5.0 cavity insulation Comments: 7. Wall 7: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: 8. Wall 8: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: 9. Wall 9: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: 10. Wall 10: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: 11. Wall 11: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: 12. Wall 12: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: 13. Wall 13: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: [ ] Windows: 1. Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ] No Window 2: Wood Frume:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No -[ [ ] [ ] [ ] [ I £ ] [ I [ ] [ ] Comments: Window 3: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes__ Frame Type Thermal Break? [ ] Yes [ Comments: ] No Window 4: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ] No Window 5: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ] No Window 6: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ] No Window 7: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ] No Window 8: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ] No Window 9: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ] No lO. Window 10: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors describe features: # Panes Frame Type_ Thermal Break? [ ] Yes [ Comments: ] No II. Window 11: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ] No Skylights: 1. Skylight 1: Wood Frame:Double Pane with Low-E, U-factor: 0.450 For skylights without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ] No 1. Door 2: Solid, U-factor: 0.600 Comments: 2. Door 1: Solid, U-factor: 0.600 Comments: Floors: 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, the fixture must be installed with a 3" clearance from insulation. [ ] [ ] [ ) [ ] ( ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment must be installed in accordance with the manufacturer's installation instructions. Materials and equipment must be identified so that compliance can be determined. Manufac4cu~r manuals for all installed heating 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 R-4. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. Cooling ducts with exterior insulation must be covered with a vapor retarder. Air filters are required in the return air system. The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat Ixap on both the inlet and outlet unless the water heater has an integral heat hap or is part of a circolaling system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table I. Swimming Pools: All heated swimming pools must have an on/off`heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 °F or chilled fluids below 55 OF must be insulated to the levels in Table 2. * Table ~: Minimum Insulation Thickness for Circulating Hot Water Pipes~ Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulatin[~ Runouts Temperature (F) Up to 1" Up to 1.25" 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 Circulatin~ Mains and Rtmouts 1.5" to 2.0" Over 2" Table 2: Minimum Insulation Thh2kness for HV/IC l~pes~ Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Pipin[~ System Types Range (F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) OWN~'R FORMER OWNER TOWN ;FAS. VL. LAND IMP. TOTAL ~"o0 50,0 OO OF SOUT.14OLD DATE PROPERTY RECORD CARD -7~: 'ILLAGE SUB. LOT W TYPE OF BUILDING ,,,, COMM. CB. MISC. Mkt. Value REMARKS ~ AGE NEW Tillable 1 Tillable 2 Woodland Swampland Brushland House Plot Total NORMAL Acre BUILDING CONDITION BELOW Value Per Acre ABOVE Volue :RONTAGE ON WATER fRONTAGE ON ROAD )EPTH BULKHEAD )OCK M. Bldg. Extension Extension Extension Porch Porch tea ~ :oundation 3osement -Zxt. Walls Fire Place 3reezewoy ~Qrage Patio Type Roof Recreation Roorr; Dormer Driveway Bath Floors Interior Finish -lear Rooms ]st Floor Rooms 2nd Floor inette o DR. BR. FiN. B. M. Bldg. 39'.(]" Deck 20'-0" © 18'-11" Bedmom D/W Kitchen Bedroom [] 12'-3" :" Max Tread= 9" Dining Room [] Deck 24qY NOTES: General: 1 -Oooupancy classification - Residential Group 2 - Type 5 - Wood framed construoflon to be utilized, 3 - Building height - 25',/irs area -1,44S s,fl 4 - Design Criteria - NYS Residential Coda R301,2.1,1 and ufllizad the methods a~d procedures aUpulated in Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the Amedoan Forest and Paper Association Wood Frame oonstrurdion Manual for One and Two Family Dwelling Units - High Wind Addition and ASCE 7, ETSDthoal Notes: 1- All electrical work shall be in aaoordanne with the National Etsct~o Code, 2 - All smoke detaotors shall be installed in accordance with NFPA 72 and local ~odes, Install Smoke Oetaotors in: -All bedrooms -Second floor hall -First floor hall -Living room -Cellar 4- The detectors are to be wired to the building's main electrical serviae and be equipped with batty/ba~k-up. 5 - The detoDtOre shall be wired so that operation of any smoke detaotar shall cause the alarm to sound at the others. 6 ~ Carbon monoxide detectors must be installed on eaCh floor of the building in accordance,~h Suffolk Counly speolfloatlons. WINDOW NOTES: 1 - Windows and doors are to be wood with double pane inaulatin9 high-performance Iow E glass with a max. U value of 0.34. 2 - Windows and doors are to conform wilh the Allowable Air Infiltration Rates specified in seeUon 502,1.4,1 in the New York State Ene~ly Canservaflon Constru~on Code, 3 - Windows and doom are to be equipped with removabts plywood panels as shown in detail on S-5 or shall meet the requirements of the Large Mlssits Tes~ of ASTM E 1996 for 120 mile per hour wind loads. 4 - Windows shown are manufaotured by Anderson * Windows have free openable area of 5.7 s.fl and clear opening width = 20" and height = 24" WINDOW SCHEDULE: NOTE ALL WINDOWS TO HAVE SCREENS Site Plan Prepared fon"n Surwey Prepared by: Barrett, Bonaccl & Van Weals, P,C, 175 A Commerce Drive Hauppeugus, New York June 20, 20~6 SCTM# 1000-113..8-10 Scale 1" = 20' DOOR SCHEDULE Living Room Addition Wood Burning Stove II II ~ WlTHSCNREND (ANDERSONF~1808~41 ~ TNERMA-TRU FIRER CLASSIC F023 3-'0' X a-8" NOTE CONTEACTOR TO VERIFY ALL WIN[~W AND DOOR ORENINGS 0 I'",, 0 15,3' LOT 69 SHED SHED .77 © O 0 0 0 ED 0 Z PLUMBING ALL PLUMBINGW.kBTE & WATER LINES NEF.~ TESTING BEFORE COVERI~N~?, 16'-0" COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF _~~ SOUTH0I.D TOWN SOUTHOLD TOW~'i PLANNING BO~D SOUIHOLD TOWN TRbSTEES N.Y,$, DEC ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. UN ,W E"S RE~iR~ APPROVED AS NOTED DATE:~ B.P,# ~ NOTIFY BUILDING DEPARTMENT AT 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2, ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST SE COMPLETE FOR C.C. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSISLE FOR DESIGN OR CONSTRUCTION ERRORS. Deck 13'-7½" New Loft ~ew Bedroom Tread= 9" MIn 24'-0" Bathroom New Bedroom CERTIFICATION OF NAIl. lNG & CONNECTIONS COMPL? WITH CHAPTER "4~" FLOOD DAMAGF PH'-"b ENTION SOUTHO[ OFC: r,'; ~.,ODE. OCCUPANCy_OR t,:-'E IS UNLAWFUL ',/i THOUT CERTIFICATE OF OCCUPANCY CF RTIFICATE O~ OCCU~NCY SOLDERED tN WATER SUPPL y$ ,yE?TEM CANNOT E. XCEED ~/~0 OF f % LEAD. I I LOT B8 Swimming Pool 32,8' 32.5 ED 0 Tread= 9" Uin Extsflng Cellar CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 3round Snow Load WlndSpead Setsmio Weathering FrostUne Terroits D~ay WlnterDesign IoeShietd Flood Hazard Depth Tamp. Undedayment Required 45psf 120 mph A Severs 36in. Moderate Slightto 11'F None t0 Heavy Moderate NewCrewl SpaDe I I / so,,.:Condon Engineenng, P.C. Filiaci Residence - Sl : JJC 1755 Slgsbee Road 145 Meday Avenue ~ Mattltuck, New York 11952 Date: 5-4-2007 (631) 298-1986 Mattituck, Ne~ York ~/~- Ridge Vents t ~--Ridge, Vents Van Vents , , , ,~ ,, , , , , , ,i, idgeVents South Elevation North Elevation ~- R-30 Fiberglass R-30C in Vaulted Ceiling Spa~es ~- R~21 FIberg)a~s ~~- R-21 in 2 :x6 Walls and R-15 in 2x4 Walls R-30 Fiberglass Eave Vents Eave Vents Eave ~Vents J West Elevation East Elevation Scale: 1/4" = 1'-0" Drawn by: JJC Date: 5-4-2007 Condon Eng neenng, 1755 Slgsbee Road Maffituck, NewYork 11952 (631)298-1986 ~ Eeve Vents Filiaci Residence 145 Meday Avenue Mattituck, New York 1 Sene Tube Footing Typical - 2x6 Wall Studs (2) 2x8 ACQ (2) 2x10 Header Bolts 16" CC I Studs to Match Existing 2xl 0 Header 5.25 x 9,25 Power Beam GluLam Door Header Load BeadngWa~- 2nd Floor Framing Plan Truss I I ~-2x4 Wall Studs tst Floor in this Area to Match Exbliag Truss 16"13Sono Tube Footinglp ~'"~2' Step Up 0 0 Foundation Pocket 3' Wide Crawl 8pa~e Acsess Opening in Foofing 7'-7 ti'-O' I ,I ~- Fo~ndafion Vent - 2' Step Up in Footing IL10" 13 Sene Tube Footing Typical -© 9'.4 ¼" [-" .Tf//r/--2"X2'X12" Fcoting ~fionPooketj Foundation Plan (212x10 2x6 Wall Studs on 2nd Fl~or Roof Framing Plan Fount Foundation Vent 19"-4" New 8" Poured Concrete Foundattlon and 16' x 10" Foofting D_ ~)~r-'~.S°n° Tube F°°ting TyPIcal 2xl 2 ACQ Stringers Typical 0 0 0 C /- Load Bearing Wall / Below Wall Above / Existing (3) 2x10 ExistingCMUFoundalionJ'-- ''~ (2) 2x8 AOQ ists to TpJsS Truss See Detail 5,25 x 14 LVL (2) 2x8 A~. __ Wood Framing 1 - All lumber Is to be No. 2 or better Douglas Fir Larch (N) with the following minimum sboolPcadons: ~ ~ "~,,,_2xBACQLadger {"O Bolta 16" CC ..~3"13 R~ound ( ~mn uod C Fb=825 psi Fy=g5 psi Fo perp = 625 pa E = 1,600,000 psi 2- All Laminated Veneer and Power Beam Glulam Lumber are fo have the following minimum spealtieatthns: LVL's Fb = 2,900 psi Fy=290 psi Fe perp = 650 psi E = 2,000,gg0 psi Glulams Fb = 3,000 psi FV = 290 psi E = 2,100,000 psi 3 - All beams tabrioated with m ultlple Laminated Veneer Lumber boards are to be nalied~bol/ed In ascordanee with the manufasturer's spesiflcstons. 4- All T Jla are to be Installed In sc~ordanse with the manufacturers spesifleaflens and shati Inaludo squash blosklng and web stiffeners at bearing points on girders and other Icad being ames, 5 - All straps, oonnsothrs, platee, bolts, nails, etc. are tc be galvanized or stainless steel. Designated oonnestors, strap etc. on these drawings ~re made by Simpson unless Indicated otherwise, All eonneotcrs~ straps eth. are to be nalled/boltcd in a~rdan~e with the manufacturer's epealtioaflons. 6 - All Poor sheathing la to be ~3~2 Ineh AC type plywood, tongue and groove, with an APA span ratthg of 48124, Floor sheathing shall be glued and s~rewad th the Poor joists (6" O.C, edges and 12" O.C field). 7- All wall sheathing is to be 1~/32 inch APA Rated Exposure 1 plywood and shall be nailed with 8d common nolle 6" O.C, edges and 12" O.C field. 8 - Solid blocking is to be installed every 8' m ax or mid span of all Poor jolst~ with spans exceeding ~tap Footing See Detail 9 - Double Joists are tc be Installed below parellal walls. 10 - Blocking is to be installed at ~]1 point Icad bearing points. t 1 - Walls are lo be framed with 2x6 inch studs spaced 16 Inches CC unless indleatad otherwise. 12 - All bolts nuts end washers are to be stclnle~ steel or hot dipped galvanized. 13 - Window and door headers are to be double 2x8 unless spesified. Steel 1 - All steel Is to be ASTM Specification A-36 2 - All bolted connections am th be made with A~25 bolts. 3- Round ~olumne ~re to be ASTM Sbedficattcn A53-GR.B 2x8 ACQ Ledger y {"13 Bolts 16"OC I I 2" Foofing 3"13 Round Column [__. ~//-2'x2'x12" Footing ei e'~.(3.)2~10 Drop Girder- -- Foundation Pocket New 8" Poured Concrete Foundation and 16" x 10" Fooling 2xl 2 ACQ Stringam .- Typical Design Loads: - Roof -Live Load - 30 psf Based on ASCE-7 and Pg = 45 psf per Figure R301.2(5) - Dead Load- 15 pd - 1st Floor - Live Load-40 pd - Dead Load- 15 psf - 2nd Floor -Sleeping Areas - Live Load- 30 psf -Other Areas - Live Load- 40 psf ~ Dead Load- 15 psf -Attic - Live Load - 20 psf - Dead Load - 15 psf - Decks - Live Lead -4Q pd - Dead Load- 15 psf Design Criteria - NYS Residential Code R301,2,1,1 and utilized the methods and procedures stipulated in Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the Ameriesc Forest and Paper Association Wood Frame Construction Manual for One and Two Family Dwelling Units- High Wind Addition and ASCE 7, 1st Floor Framing Plan Scale: 1/4" = 1'-0" Drawn by: JJC Date: 5-4-2007 Condon Engmeenng, P.C. 1755 Sigsbee Road Mattituck, New York 11952 (631) 298-1986 Filiaci Residence t45 Meday Avenue Mattituck, New York S-3 E ® I®' o 0 i Zone 1 Zone 2 Zone 3 6" O.C, 12" O,C. 4" O.C, Field Panel Edges 8" O,C, 6" O.C, 4" O.C, Nailing Requirements for 120 MPH, 3 Sec. Peak Gust, ~" Thick Roof Sheathing with 8d Common Nails Roof Sheathing Plan Scale: t/8" = 1'-0" ' O Anchor Bolts 32" CC I sill gnt and joint sealer //--2" poured concrete rat aJab Foundation Section (2) No. 5 Rabar Foundation Notes: The contraDtar la to verify all measurements in the field and any diso:epanoies are to be brought to the Engineer prior to construction. 1 - All concrete 3,500 psi after 28 days minimum. 2 - All mbar ASTM A~ 15 Grade 60. 3 - Footinge are to be installed on undisturbed virgin soil. The bottoms of all footings are to be installed a minimum of 3' below ~rade unless indicated otherwise. 4 - All snap off form ties am to be removed and remaining openings are to be sealedlgrou~l. 5 - The foundation, contractor shall coordinate with the plumbing and elec~ical contractors relative to installation of sleeves and other penetrations ptior to pouring 6 - Install isolation joints along foundation wails and at column and other penetrat.~ns. 7 - Foundation excavation is not ts be back titled prior to the Installation of the floor framing. 8 - Baoktill along foundatian walls is to be olean malarial and is ~ be me~hanioally <~ompaotad In 6" lifts th 95% of maximum dry densily. Simpson H2.5 Hurricane Tie at ea(3h Rafter Tail Strapping Detail Typical Wall and Sill Strapping Detail 2x4 Ceiling Joist~,tRoof Ties Typical Window ,and Door Header Strapping Detail Each Corner NTS - Add Booking As Necessap/ V-cut shear blocking (~ Section Load Path Detail Structural Ridge .5..SDS Hanger True Joist rim board for shear blocking (between joists). wall or Iosata om wall to matah joist depth. Maximum allowable V-out SHEAR BLOCKING and VENTILATION HOLES Shear Blocking Details NTS 2x10 Packing (2)2x10 2x10 Sandwiched by (2) 2x10 RR Bolts Truss Detail Scale: 1/4" = 1'.0" Drawn by: JJC Date: 5-4-2007 DETAIL A - TYPICAL ATTACHMENT OF PLYWOOD OPENINGS PROTECTION TO WOOD-FRAME BUILDfNG - WASHER (TYP) PLYWOOD PIJ~STIO~OOATED PERMANENT WOOD "PLYWOOD (TYP) PLYWOOD OPENINGS PROTECTION, THICKNESS DEPENDS ON WINDOW OPENING WrDTH Alternate to 120 MPH Certified Window Installation Plywood Panel Window and Door Protection for Wood Framed Buildings NOTE: IN LIEU OF SCREWS, LUGS WITH NUTSAND WASHERS MAYBE USED (2j (2) ~" O Galv. Bolts , Bolts 4x4 AOQ ~ % ~ 4x4 AOQ Knee Brace ~ %" ¢ Gab Bolt .,.. ,~ Simp~n PB44 2x8 ACQ Ledger ~,r.~ Galv Bolts 16" OC Staggered Simpson LUS2g ZMax :Bed 10 Dla. SonoTube Footing O Balcony Detail Condon Eng neenng, P.O. 1755 Slgsbee Road Mattituck, New York 11952 (631) 298-1986 Filiac Residence 145 Meday Avenue Mattituck, New York S-4 n Bedroom 32'-0" / Steps Rise=841' Max J Tread= 9" Min 3'-11" Graspable Railings to be -- provided stair 6~ ~ Bedroom 14" x 53" fixed tempered, glass Ktichen ~ Steps R?,=8 ~' Max / 3'-0' ~ Tread= 9 Min Pocket Doer _ UP Il-- L-3'-o' ~ l t Deck NOTES: General: 1 - Occupancy classification - Residential Group R-3 2 - Type 5- Wood framed construction to be utilized. 3 - Building height- 25', tim area -1,449 s.f. 4- Design Cdatda - NYS Residential Code R301 2 1,1 and utilized the methods and procedures sgpulated in Chapter 2 Engineered Design and Chapter 3 Presoeqhve Design in the Amedcan Forest and Paper Association Wood Frame construction Manual for One and Two Family Dweifieg Units- High Wind Addifirm and ASCE 7 5- The living mom rear access doors at the deck to be provided with an audible alarm or se8 closing doom w~th self latching devices to prevenl child access to the swimming pool in accordance with section AG105.2.9 of the NYS Building Code. The swimming pool may be equipped with a powered safely cover or the deck access to th~ yards shall be equipped with self dosing doors with self latching devices in accordance with section AG105.2.9. Electrical Noles: 1- All electrical work sbefl be in accordance with the National Electhc Code. 2 - All smoke detectors shall be installed in accordance with NFPA 72 and local codes. Install Smoke Detectom in: -All bedmoms -Second floor haft -First floor hall -Liviag mom -Cellar 4 - The detectors are to be wired to the building's main electrical service and be equipped with battery back-up. 5 - The deteatem shall be wired so that operation of any smoke detector shall cause the alarm to sound at the others. 6 - Carbon monoxide detectam must be installed on each floor of the building in accordance with Suffolk County specifications. WINDOW NOTES: 1 - Windows and doors are to be wood with doubM pane insulating high-peifiormance Iow E glass with a max. U value of 0,34. 2 - Windows and doors are to conform with the Alicwable Air Infiltration Rates specified in section 502.1.4.1 in the New York State Energy Conservation Construcgen Code. 3 ~ Windows and doors are to be equipped with removable plywood panels as shown ~n detail on S-5 or shatJ meet the requirements of the Large Missile Test of ASTM E 1996 for 120 mile per hour wind loads. 4 * Windows shown are manufactured by Aedemen · Windows have free openable area of 5.7 s.f. and clear opening width = 20" and height = 24" WINDOW SCHEDULE: NOTE ALL WINDOWS TO HAVE SCREENa Deck - 20'-0" 30¸ I ' I ® 18'-11" ILiving Room ,Addition Site Plan Prepared form Survey Prepared by: Wood B~uming Stove ~,~.~E~ II II Barrett, Boaacci & Van WeeM, P.C. 175 A Commeme Ddve Hauppougue, New York June 20, 2006 SCTM# 1000-113~-10 Scale 1" = 20' 0 Ld Z 0 0 DOOR SCHEDULE DESCRIP lION ROUGH OPENING (~ SOLID CORE FLUSH Z4)"X7'~' X 1-3a" (~) WITHSCREENS (ANDEROONFWG160BO4) (~ (ANDERSON FW(N416 ImPLR) NOTE CONTRACTOR TO VERIFY ALL WINDOW AND DOOR OPENINGS 0 d- O ~'~_ Graspable Railings to be _prowded stair Rise=8 ¼" Max Steps Tread= 9' Min LOT 69 SHED ' SHED 15.3' ~ LOT 68 Swimming Pool 30.0' 32.5' F 16q)" New Closet Deck Access to storage area above door ~ Pocket Door ~ ~," Max Tread= 9" Min L Walls around stair 38' Ht Storage Above 15' MIN. New Bedmom 24'-0" I I - Steps Rise=8 {" Max Tread= 9" Min Graspabth Railings to be provided stair Existing Cellar New Crawi Space I I CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ,'~reund Soow Load Wind Speed 45 pat 120 mph Seismic Weathebng Frost Line Depth 36 in. Moderate Slightth Temp. to Heavy Moderate Ice Shtald Undedayment Required None 5-13-2009 VARIOUS REVISIONS REVISIONS Scale: I/4" = 1'-0" Drawn by: JJC Date: 5-4-2007 Condon Eng neenng, 1755 Sigsbee Road Mattituck, New York 11952 (631 ) 298-1986 Filiaci Residence 145 Mm:lay Aveaue Mattituck, New York S-1 //,~Ridge Ven~ South Elevation - 4' min. e Ven~ //~Ridge Ven~ North Elevation R-30 Fiberglass R-30C in Vaulted Ceihng Spaces J ~'- R-21 in 2x6 Walls and R-15 in 2x4 Walls R-30 Fiberglass T~ Section 2x6 ,~dar Ridge 2x6 Cedar Beam ~N'x, lx6 Cedar Ledger w/ J  Timberlok screws @ 12" o.c. ~ ~ % 2x6Cedarbeamto4x4with edar~ ~ ~- (2) 8" Timbedok screws ~-(2) 2ק ACO r'2x6 DJ @ 16" o.c. i:? zM x 2x4 Cedar RR @ 4x4 Cedar Beam Simpson LUC26Z 2x6 Cedar ~_2x8 ACQ Ledger ~"O Bolts 16" OC Footing Front Deck Detail min. West Elevation Eave Ven~ Eave Ven~ Scale: 1/4" = 1'-0" Drawn by: JJC Date: 5-4-2007 East Elevation Condon Engmeenng, 1755 Si~sbee Road Mattituck, N~,w Y(~rk 11952 (631) 298-1986 ~Eave Venls - 4" min. 5-13-2009 VARIOUS REVISIONS REVISIONS Filiaci Residence 145Meday Avenue Mattituck, New York S-2 (2)2xl0Header 2x6 ACQ Ledger "O Bolts 16' DC UP Load Bearing Wall 1 x6 Cedar Ledger w/ Tirol erlok screws ~ Simpson LUC26Z 2x6 Cedar beam to Ledger 4x4 Cedar Post 4x4CedarBeam ~ __ _L _JLR__ 4x4 Cedar Bearo 2nd Floor Framing Plan Simpson P866 ZMax (typ.) O O 3' Wide Crawl [ Access Opening 6'-0" 6'-0" - 2x4 Wall Studs 1 st Floor in this to Match Existing 2x10 Header 0.25 x 9.25 Power Beam GluLam Door Header Truss - 7" x 7" Wood Column See D 1rd Floor in this Area to Match Existing I -- k""~2' Step Up in Footing 7'-7 Fouedation Vent ]~-- ~= ~-2'x2'x12" Footing - 2' Step Up in Foobng ' 9'-4 ~" 7~ 2'x2.'x12' Footing Foundation Vent I I Foun -- , I j ~ New 8" Poured Concrete Foundation, / and 16" x 10" Footingl J (~t~- 10" O SenD Tube Footing Typicar Foundation Plan (2) 2x10 (2} 2 x 10 I I I ~oo JII ~- 2x6 Wall Studs Da 2od Floor Roof Framing Plan 2x12ACQ Stdngem Typical 0 0 0 (3) 2x8 Existing (3) 2x10 Existing CMU Foundation 7' -- 1 0 (2) 2x8 ACQ Ex. Bilco Door iii - Load Beadn~ Below Wall Above Foundation Pocketj Truss Truss See Debel 5.25 x 14 LVL Wood Framing 1 - All lumber is to be No 2 or beger Douglas Ftr Larch (N) wflh the following minimuro speciflcaflons: Fb = 825 psi Fv = 95 psi FC perp = 625 psi E = 1,600,000 psi 2 - All Laminated Veneer and Power Beam Glularo Lumber are to have the following minimum sbecificabons: LVL's Fb = 2,900 psi Fy = 290 pm Fc perp = 650 psi E = 2,000,000 pm Glulams Fb = 3,000 psi Fv = 290 psi E = 2,100,000 psi 3- All beams fabricated with mulgple Laminated Veneer Lumber boards are to be nailed/belted in accordance with the manufacturo~% specificapsns 4 ~ All TJIs are to be installed in accordance w~th the roanuthctsrefls specigcaUons and shall include squash blocking and web stiffeners at beadng points on girders and ether lead beadng amos. 5- All straps, connectors, plates, bolts, nads, etc. are to be gtsvanized or stainless steel. Designated connectors, strap ets on these drawings are made by thmpson unless ied~cated otherwise. All connectors, straps etc. are to be nailed/belted in accordance with the manuthclurer's specifications. 6 - All floor sheathing Is te be 23/3~ inch AC type plywood, tongue and groove, With an APA span rabng of 48/24. Floor sheathing shall be glued and screwed to the floor joists ( 6" O.C. edges and 12" O.C. field) 7- All wall sheathing is ts be 15/~2 inch APA Rated Exposure 1 plywood and shall be nailed with 8(I common nails 6" O.C. edges and 12" O.C. field. 8- Solid blocking is to be installed every 8' max or mid span of all floor joists wits spans exceeding 91' 9 - Double Joists are to be installed below parallel walls. 10 - Blocking is to be installed at all point load beadng points. 11 - Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated otherwise 12- All bolts nuts and washers are to be stainless steel or hot dipped galvanized. 13 - WledOW and door headem are to be double 2x8 unless specified. Steel 1 - All steel is to be ASTM Specificabon A-36 2 - All bolted connections are lo be made with A-325 bolts, 3 ~ Round columns are to be ASTM Speciflcaflon A53-GR B ~_ 2x8 ACQ Ledger~ ~"O Bolts 16' OC · ~) ~ D~op Girder x 16" CMU Pier ~ ]~/~//- 8" x 16'," CMl "Z'Ste p Footing See Detail O O 2x6 FJ ACQ ~ ~8 ACQ Ledger " Bo,ts,6. oc t I - 8" x 16" CMU Pier New (3) 2x10 Drop Girder O 2" Fording 1st Floor Framing Plan / New8 PouredaCnOdn~r6.etxe iF~,U;do~gi~; / Scale: 1/4" = 1'-0" Drawn by: JJC Date: 5-4-2007 (2) 2x8 AC% 2x12 ACQ Stdngem ~-Typical Design Loads. - Roof -Live Load - 30 psf Based on ASCE-7 and Pg = 45 psf per Figure R3012(5) - Dead Load - 15 psf - 1st Floor - Live Load -40 psf - Dead Load - 15 psf - 2nd Floor -Sleeping Areas - Live Load - 30 psf -Other Areas - Live Load- 40 psf - Dead Load - 15 psf -Attic - Live Load - 20 psf - Dead Load - 15 psf - Decks - Live Lead - 40 psf - Dead Load - 15 psf Design Criteda - NYS Residential Code R301.2.1.1 and Ugll7ed the methods and procedures sgpulated in Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the Aroedcan Forest and Paper Associagon Wo~d Frame Construction Manual for One and Two Family Dwelling Units - High Wind Addition and ASCE 7. 5-13-2009 VARIOUS REVISIONS REVISIONS tO~ssth~ Condon Engineering, 1~ $igsbee Road Mattituck, ~ew York 11952 (631) 298-1986 Filiaci Residence 145MedayAvenue 'S'3 Maffituck, New York ® I ® I® Zone 1 Zone 2 Zone 3 6" O.C. 12" O.C. 4" O.C. Field Panel Edges 6" O.C. 6" O.C. 4" O.C. Nailing Requirements for 120 MPH, 3 Sec. Peak Gust, ~ Thick Roof Sheathing with 8d Common Nails Roof Sheathing Plan Scale: 1/8" = 1'-0" Simpson H2.5 Hurricane Tie al each Rafter Tail 'OAncberBolts 32" OC poured concrete rat slab ~mil var (~r blb~;~e - cOmpactahle fill (~ Foundation Section sca~eY~' = 1'~]' (2) No. 5 Rebar Typical Wall and Sill Slmpping ~ Delail~//-/ Foundation Notes: The contractor is to verify all measurements in the lield and any discrepancies are to be brought to fOe Engineer prior to constmcfion. 1 - All concrete 3,500 psi after 28 days minimum. 2- All rebar ASTM A-fi15 Grade 60, 3 - Footings are to be installed on undisturbed virgin soil. The boltoms of all foolings are to be installed a minimum of 3' below grade unless indicated otherwise. 4 - All snap off form ties are to be removed and remaining openings are to be sealed/groufod. 5 - The foundation contractor shall coordinate wilh the plumbing and ethctfical contractors relagve to installation of sleeves and other penetrations pfior to poufing 6- Install isolation joints along foundation walls and at column and other floor penetrations, 7 - Foundation excavation is not to be back filled prior to the installation of the floor framing. 6- Backfill along foundation walls is lo be clean matedal and is lo be mechanically compacted in 6" lifts to 95% of maximum dry density. Jomteesm3pflon I Nurnber~)fNmls I NadS@ac~n,~ ROOF NAILING SIMPSON LSTA36 STRAP ~'""'"-- 2x4 Ceiling Joists/Roof Ti~ ~Add Blocking As Necessary Typical Window and Door Header Strapping Detail Each Corner NTS  Rafters V-culshearhlockingf U/[D ~ Trus Joist dm board for shear blocking (between joists). Field tdm to mahch joist depth at outer edge of wall or locate on~ wall to match joist depth. Maxirnulrn allowable V-cut Section Load Path Detail Structural Ridge SHEAR BLOCKING anld VENTILATION HOLES Shear Blocking Detai~s Ills .5-SDSHanger (2)2x10 (2) 2xl0. Packmg 2x10 2.,(10 Sandwiched by (2) 2x10 RR 4~" O Bolts ~) Truss Detail Scale Scale: 1/4" = 1'.0" Drawn by: JJC Date: 5-4-2007 OC WASHER OYP) 'PLYWOOD _PLASTIC-COATEDPERMANENTWOOD SCREWANCHORS "PLYV~3OD DERAIL A - 3YPICAL ATTACHMENT OF PLYWOOD OPENINGS PROTECTION TO WOOD PRAME BUILDING Alternate to 120 MPH Certified Window Installation Plywood Panel Window and Door Protection for Wood Framed Buildings LIGHT WOOD FRAME WALL / PLYWOOD OPENINGS PROTECTION; THICKNESS DEPENDS ON WINDOW OPENING WIDTH (I) NOTE: IN LIEU OF SCREWS, LUGS WITH NUTS AND WASHERS MAy BE USED 2x8 ACQ Ledger ~" O Galv Bolts 16" OC Staggered (2) 2x8 ACQ Beam (2) ~' O Galv. Bolts 6x6 ACQ ~ 2x4 ACQ Knee Braces flush bottom of deck joist Column to footing with a Simpson PB66 ZMax (typ.) Simpson LUS26 ZMax illed 10" Dia. Sono Tube Footing Balcony Detail (~) 5-13-2009 VARIOUS REVISIONS REVISIONS Condon Engtneermg, 1755 Sigsbee Road Mattltuck, New York 11952 (631) 298-1986 Filiaci Residence 145 Mm:lay Avenue Mattituck, New York