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HomeMy WebLinkAbout29886-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30927 Date: 05/19/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 5896 SOUND AVE MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 121 Block 4 Lot 27 .1 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 6, 2003 pursuant to which Building Permit No_ 29886-Z dated NOVEMBER 25, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED ' FOR. The certificate is issued to RANDALL S & LAURAL OLSEN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2016861 04/29/05 PLUMBERS CERTIFICATION DATED 04/26/05 J.ZEE'S PLUMBING c ` utho ized Slfgnature Rev. 1/81 M-�-: Form No.6 TONNN OF SOUTHOLD t BUILDING DEPARTMENT �� r TOWN HALL 765-1802 .APPLICATION FOR CERTIFICATE OF OCCUPANCIUJ This application must be tilled in by typewriter or ink and submitted to the Building Depatmentwr .,�e 1504044111g: f ; 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 2110 of 1°o 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: L 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 sliall state the reasons therefor in.writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building$25.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Cormnercial$15.00 Date. S — `3- New Construction: Old or Pre-existing Building: uilding (check one) Location of Property: c:�S�(,p House No. StreetHamlet Owner or Owners of Property: lku(Zd OLU I1 !DCAt(L,L(.(-oj SQA-*\ Suffolk County Tax Ntap No 1000, Section Block Lot p1� Subdivision Filed Map. Lot: Permit No. �qRR( —Z Date of Permit. Applicant: Health Dept. Approval Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate_ Final Certificate: V/ (check one) Fee Submitted: $ Vim \ Applicant Signature Co -,?- 301 -22 D Lr Prlr rL3PrJ@.Pr.rL3@ 3rQJRc rL3rL3 JdJ�rJ�rJ�r�rSrJ�rJrJ�rJ�rlrlcn�P�rnrJrJ�rJ�cPrJ�rJ�rJ�rJ@GJ�rPcPcPrJ�rJ�rJ�rJ�rJ�rPrJ�rJ�rJ�cPrJ�rJrJ�rJ O 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS S 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by C� RAYNOR FRANK L. RANDALL OLSEN1800 HARBOR 5 e� 8OX 1065 5896 SOUND CUTCHOGUE, NY 11935, MATTITCK, NY AVENUE9 2 C� Located at 5896 SOUND AVENUE MATTITUCK, NY 11952 5 Application Number: 2016861 Certificate Number: 2016861 5 c 5 Section: Block: Lot: Building Permit: BDC: nstt C5 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Second Floor, Outside, Attic,PooVSpa,Porch/Deck, �5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 f5, herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, De tment of State C d forcement and Administration, or other 5 ��t A�rl go�� 5 5 authority having jurisdiction, and found to be in compliance ther wi h on the Day of S 5 Name OTY Rate Ratine Circuit Twe 5 Miscellaneous 5 5 certificate covers-entire 2nd floor-front porch and swimming 5 5 pool S 5 Alarm and Emergency Equipment 5 5 5 Sensor 1 0 Carbon Monoxide 5 Sensor 5 0 Smoke 5 5 Appliances and Accessories 5 PooV Spa Bonding 1 0 r+S 5 Exhaust Fan 1 0 F.H.P. 5 5 Air Conditioner 1 0 24.000 BTU 5 Wiring and Devices Switch 2 0 Pool/Spa S 5 Receptacle 1 0 20 amp Pool/Spa 5 5 5 Fixture 1 0 Pool/Spa 5 Outlet 19 0 Fixture 5 Fixture 19 0 Incandescent seal m Outlet 29 0 General Purpose Continued on Next Page 1 of 2 5 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 o a f - -/-;n i 5 � r�� rJ�ePrJ'� r� rJ'�.Pn�rJ'rJ'rJ�rJ�rJ'rJ'rJ'r�'cPrJ@J'rJ�cPrJ� r�rlrP rPrJ�rJ�rJ�r1rJ��PrJrJ�rlrJ'�.Pr�rJ'r�'� 0 O ePL3pCr3M LpLpL r1'r1i1A1'3LrL3r3 fdJ�rJ��P�PrJ�rJ��J�rPrJ�rJ�rJ�rJ�rJ�rlrnrP0!r:rJ�ePrJ�rJ�rJ�rJ�ePrl1! 1: 1:PrJr1rJ�rJ�rJ�LPLrL3L3PL JL@rL3L3r O 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAUTY 40 FULTTON STREET F C NEW YORK,INY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by C51 RAYNOR FRANK L. RANDALL OLSEN 5 5 1800 HARBOR LN./BOX 1065 5896 SOUND AVENUE 5 C5 CUTCHOGUE, NY 11935, MATTITUCK, NY 11952 Located at 5896 SOUND AVENUE MATTITUCK, NY 11952 5 e5 Application Number: 2016861 Certificate Number: 2016861 5 Section: Block: Lot: Building Permit: BDC: nsl1 5 5 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: rj Second Floor,Outside,Attic, PooL'Spa,Porch/Deck, rj 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, DeRotrhment of StateA gdaLO�� mpliance forcement and Administration, or other 5 5 authority having jurisdiction, and found to be in cother i h on the Day of 5 5 Name OTY Rate Rating Circuit Type 5 Receptacle 22 0 General Purpose 5 5 Switch 24 0 General Purpose 5 Paddle Fan 4 0 5 Receptacle 1 0 20 amp Laundry 5 5 Receptacle 1 0 30 amp Dryer 5 5 Receptacle 4 0 GFCI 5 5 Disconnect 1 0 60 amp Air Conditioner 5 5 (Swimming Pool):This certificate covers compliance at the date of inspection only. Because of unusual environments it is advisable to have c5 5 frequent test and/or repairs made by a qualified person. 5 5 5 5 5 seal 2 of 2 5 c� This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 � rs r�sr�r1�rs r1s�n�n� rs r1� ���rJ�rJ�cnrJ�rP�.nrJ�rJ�rJ�r1�rJ�cPrJ7rJ�rl�PrJ�rJ��P�PrJ�rJ7 � TEL. 765-1802 �pc�VFF�L/(�OG TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR rn P.O. BOX 728 v' yc TOWN HALL SOUTHOLD, N.Y. 11971 C E R T I F I C A T I O N Date,41 rlG Building Permit No. Owner 11?4N 041 ( ,h (please print) Plumber J. 2«'s (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (plumb ' s signature) Sworn to before me this a!o day of 00 S. Notary Public Notary Public , �� O County JAYNEP.MARTW NM'� N"Yak Ma"Wkj&"ftft FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29886 Z Date NOVEMBER 25 , 2003 Permission is hereby granted to : RANDALL S OLSEN PO BOX 73 MATTITUCK,NY 11952 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 5896 SOUND AVE MATTITUCK County Tax Map No. 473889 Section 121 Block 0004 Lot No. 027 . 001 pursuant to application dated NOVEMBER 6 , 2003 and approved by the Building Inspector to expire on MAY 10 , 2005 . Fee $ 375 . 00 Autho ized gnature ORIGINAL Rev. 5/8/02 7654802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ) INSULATION [ ] FRAMING KFINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS! 119 DATE °29 - b� INSPECTOR �' 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: J DATE INSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ 7FRANMING DATION 2ND [ ] INSULATION [ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � A-� ori +, LL JeKT ,UISI� -i'iLAwt,N N441 A'occ.Sv¢. 5forl R,A, w h. bt4t�s w4,6 Ltsi � 1I-�-FhN�`e�. s j L -�c2c, SepAAAaa.a.-7 Alt*' / , 2 1. 0N L7-DATE ° INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] R H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS! l DATE © © INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] R PLBG. [ ] FOUNDATION 2ND [=ION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE l 0 INSPECTOR Charles M. Thomas, R.A. P.O. Box 877 Jamesport, New York 11947 (631) 727-7993 .......................................................................................... June 21, 2004 Building Department Town of Southold 53905 Main Road Southold, N.Y. 11971 Re: Olsen, Randy: Inspection Mattituck. New York Dear Building Dept.: I have inspected the strappings, in the above referenced residence, and certify that they comply with code as shown in blueprint drawings. Please call the office with any questions or concerns at(631) 727-7993. Thank you. Very truly yours, C e hpmas, Charles M. Thomas, R.A. PO Box B77 JAMESPORT7 NY 1 1 947 (63 7) 727-7993 (OFFicE) (63 7) 727-SO33 (Fax) .......................................................................................... August 26, 2004 Building Department Town of Southold 53905 Main Road Southold, N.Y. 11971 Re: Olsen, Randy: Insulation Mattituck, New York Dear Building Dept.: Plans call for R-15 Insulation to be installed. R-13 Insulation was installed in the above referenced residence and passes RESCheck and complies with New York State Code. Please call the office with any questions or concerns at (631) 727-7993. Thank you. ED AgCAX Ili a, S'� p• 024�e1 OP ATE OF N�`�� / a o o - i c- 4 - ?. i TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DISTRICT SUB. LOT a�► IIS D FORMER OWNER N E ACREAGE ane J eve- Zvrv,- S W TYPE OF BUILDING RES.ad SEAS. VL. FARM COMM. IND. CB. misc. LAND IMP. TOTAL DATE REMARKS S ` t ART1 ` ,,e � �. C' ,��'�°`»`. � ✓ � '� '30 -L1c�7H�'r�IC`Ca M � o � cs �ex::k.�.etr:. . �� L ��.� j 7lcvvsF PhCi x/30/ 7Cz�Mhek Ors ` fie✓ - lY. USCI'��n21' Dr5. /v/ Toa y3co S000 3 , Do AGE BUILDING CONDITION �. --- --- - --- VC-) - - - NEW NORMAL BELOW ABOVE r r Farm Acre Value Per Acre Value Tillable 1 �/ / L p S S / 2/76 17/ Tillable 2 Tillable 3 !3 -- -- Woodland Swampland - - - -- - - - ^ — -- --- -- - -- - -, Bru,hland House Plot Tota I - r Sn'�R /.. r I OC ' M. Bldg. 1 ? /) Foundation Bath 1 Extension Basement Floors Al I X D Extension ') '' r Ext. Walls Interior Finish Extension Fire Place Heat �� —14 — _ t r : Porch Attic " Porch Rooms lst Floor 3 Breezeway Patio Rooms 2nd Floor Garage 7J" riveway L. 7Ll Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC REScheckSoftware Version 3.5 Release lc Data filename: C.'.Program Files',Check�REScheck\OLSEN r-13 insulation.rck TITLE: Randy Olsen CITY: Southold STATE: New York HDD: 5572 CONSTRUCTION TYPE: Single Family DATE: 08/26'04 DATE OF PLANS: OCTOBER 2003 PROJECT INFORMATION: Residence COMPANY INFORMATION: Charles M Thomas Architect 206 Lincoln St Riverhead"NY 11901 COMPLIANCE: Passes Mayimum UA =492 Your Home UA =421 14.40b Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1328 30.0 0.0 46 Wall 1: Wood Frame, 16" o.c. 2877 13.0 0.0 207 Window I: Wood Frante:Double Pane 312 0.280 87 Door I: Solid 40 0.240 10 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1520 19.0 0.0 71 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 1995 MEC requirements in RES checkVersip Ic erly MECchec/�and to comply with the mandatory requirements listed in the RESchecklnspection Che p D A_R Builder,Designer Date � C r f iYu S�q ` 0249 ypQ� \T�OF __ REScheck Inspection Checklist 1995 MEC RES check Software Version 3.5 Release I DATE: 08%26'04 TITLE: OLSEN Bldg. Dept. Use Ceilings: [ ] I. Ceiling l: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I. Wall I: Wood Frame, 16"J c.,R-13.0 cavity insulation Comments: I Windows: [ ] 1. Window 1: Wood Frame:Double Pane, U-factor: 0.280 For windows without labeled U-factors, describe features: 4 Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: I Doors: [ ] I. Door I: Solid, U-factor: 0.1_40 Comments: I Floors: [ ] 1. Floor l: All-Wood Joist/Truss:Over Unconditioned Space. R-19.0 cavity insulation Comments: Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be seated. ] Recessed lights must be t)Type IC rated,or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3" clearance from insulation. I Vapor Retarder: [ ] Required on the warns-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ 1 Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-6.5. Duct Construction: [ 1 All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for Fibrous ducts. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and.'or cooling input to each zone or floor shall be provided. Circulating Hot Water Systems: [ Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on.!off heater switch and require a cover unless over 20010 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 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature( F) Up to I" Up to 1.25' 15" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 OS LO Table 2: Minimum Insolation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping Svstem Types Range F 2" Runouts P and Less 1.25' to 2" 2.5"to 4" Heating Systems Low PressureTemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120200 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 C'S 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Onl)) T Permit Number '? 5 REScheck Compliance Certificate Checked By,Date New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release I Data filename: C:\Program Files`.Check'.REScheck'.olsenLrck TITLE: OLSEN COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric DATE: 11124:03 DATE OF PLANS: NOVEMBER 17,2003 PROJECT INFORMATION: RESIDENTIAL HOME ADDITION COMPANY INFORMATION: CHARLES M. THOMAS ARCHITECT COMPLIANCE: Passes Maximum UA =483 Your Home UA=408 15.54.0 Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceilin- I: Flat Ceiling or Scissor Truss 1328 30.0 0.0 46 Wall L Wood Frame. 16" o.c. 2877 15.0 0.0 194 Window I: Wood Frame:Double Pane 312 0.280 87 Door 2: Solid 40 0.240 10 Floor I: All-Wood Joist,Truss:Over Unconditioned Space 1520 19.0 0.0 71 COMPLIANCE STATEMENT: 1 A _ gpresented in this document is consistent with the building plans, specifications, and other calcul ( e it application. The proposed systems have been designed to meet the New York State Energy Cons n e r irements. When a Registered Design Professional has stamped and signed this page,they are att t t his er ' owledge. belief,and professional judgment, such plans or specifications are in complia e Builder,Designer Date sy N 024C6 +° q'E OF NE t4 REScheck Inspection Checklist New York State Energy Conservation Construction Code RES checkSoftware Version 3.> Release I DATE: 11,224,03 TITLE: OLSEN Bldg. I Dept. I Use I Ceilings: [ ] 1. Ceiling L Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] L Wall l: Wood Frame, 16"o.c., R-15.0 cavity insulation Comments: Windows: [ ] L Window 1: Wood Frame:Double Pane, U-factor: 0.280 For windows without labeled U-factors,describe features: 0 Panes_Frame Type_ Thermal Break? [ ] Yes[ ] No Comments: Doors: [ ] 1. Door 2: Solid, U-factor: 0.240 Comments: Floors: [ ] L Floor 1: All-Wood Joist'Truss:Over Unconditioned Space, R-19.0 cavit} 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-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls, and Floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values 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. I Duct Construction: [ 1 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. I 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.Vete York State . the Residential Code oT.Vew Fork State or the New )'ork Cily Building Code , as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table I. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table I. I Swimming Pools: [ ] All heated swimming pools must have an on.off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping convey ing fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Nater Non-Circulating Runouts Circulating Mains and Runouts Temperature( F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F) 2" Runouts 1"and Less 1.25"to 2" 2.5" to 4" Heating Systems Low Pressure,Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 LO 1.0 1.5 Steam Condensate(for feed water) Any 1.0 - 1.0 L5 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 IS 1.5 NOTES TO FIELD (Building Department Use Only) SIR�D.Il�T ON$$PORT DATE COMvI&NZS � 7 � a FOUNDATION(1ST) ) " m FOUNDATION(?ND) 'f 7 O $ L o rs►..( 0�1 A ( w+rl.w WAS Vt,.} (I+u rtSS sat }C6{ O.IL .Q ROUGgFRAMT$TG& 1' W 4,,1u. Q Bt Nuc - YLUMRING t� �ww 5 who y-iNIc6. 1 Y la 1N6ULATION PE&N.Y. y STATE ENERGY CODE �1 4 at r O FINAL ncoo n TITON LT CO 8 Ftp r - Z — o " 0 z v� x 0 M TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN IL4,L.L Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans- TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 (��(C ,� Survey wicw. northfork.net/Southold/ PERMIT NO. U A Check Septic Form N.Y.S.D.E.C. I I Trustees Examined ` ,20 t7 Contact: Approved t I ,20 2J Mail to: Disapproved a / /Z Phone: Expir nom._ ._. __- - ,20, 1// b L` Building Inspector I APPLICATION FOR BUILDING PERDlIT Date , 20� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until 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 buildiggs, 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.6� (Signature of applicant or name,if a corporation) �b�x 13 MCLU 4um /" / aSAI (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ney ^ hh Name of owner of premises � t(k;�t ( SSP,() -4- (As (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) 11 Builders License No. -Tb P (1 t�l JAte Plumbers License No. Tb►� Electricians License No. T15 Q Other Trade's License No. 7W L Location of land on which propsed work will be done: 51RP -1 Ave. MOAN Uc K House Number Street Hamlet County Tax Map No. 1000 Section ( Block Subdivision NIA Filed Map No. cul; ! Lot M (Name) . 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S 1 ( �Q �{A,rn l lel RPsl cLui -Z b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition ✓ Alteration ✓ Repair Removal Demolition Other Work (Description) 4. Estimated Cost `1—] `5 t C)QQ Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. t u t 7. Dimensions of existing structures, if any: Front L1 �� 3 Rear � Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 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-s/ 13. Will lot be re-graded? YES_NO -.// Will O .�Will excess fill be removed from premises? YES_NOVi t- `/� L��SP,n Address �ic(-1,i ne No. /IAPO 14. Names of Owner of remises�. . �(o�'Jt.1ro'�f1t�° Phone No. Name of Architect�(104eS%hon'1aAddress ce /h •_ hone No lc?l- 19 3 Name of Contractor n c`tAj C�re-ar, Address(O Phone No. (�53- (oo`,b—`3 �5ue 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 O/nF�SKjP:POL ff^^ �—t+Ll" ,fA L kSeN � (�'\xk)i*LV"(/g duly sworn, deposes and says that-(�he�the applican� (Name of individual signing contract) above named, is e a --k cr� (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me his, J delay of �dt^ e fw� 20 O'S Notary Public Signature of Applicant BANBAAl1 C.8014E1i NoWr L"Ic'atom of NO.52-1981010 *Aftd in Suffok Cmu Commission Expires August 31,20M BUILDING PERMIT EXAMINER CHECK`LIST DATE REVIEWED: 1 I /C0/03 APPLICANT: I sir DATE SUBMITTED: �/�/03 SCTM#DISTRICT: 1,000,(SECTION: (a �`' ,BLOCK: , LOT: D'�• 1 SUBDIVISION: ADDRESS: Noe, CITY: (Y ZONING DISTRICT: _CONFORMING? IuD BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100.-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.199Z 100-25.Merger.(A nonconforming at any time after 7/1/83) REQ. LOT SIZE: ACT. LOT SIZE REQ. LOT COV.--?,,O ACT. LOT COV. REQ. FRONT PROP. FRONT—,;"*' RE IDE tS ACT. SIDE REQ. REAR v PROP. REAR REQ. HE GHT PROP. HEIGHT PROJECT DESCRIPTION: ;��/ ESTIMATED PROJECT COST: < CHIT /ENGINEE�I��,�.� WATERFRONT? DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or 6, ED#): DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: YOIQ--) NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o DTE__/_/_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES or DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or // NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2) or NO NOTES: FEE STRUCTURE: FOUNDATION: �SF FIRST FLOOR: .2 `I SF SECOND FLOOR: / 3 ,� SF OTHER: SF INIT OTHER TOTAL TOTAL: / 6 SF FEE FEE FEE 1. ( 1 604 SF)- ( to SF)= SFX$ " J=$J=$ +$ 17-6 +$ =$ _.3 2. ( SF)- (_ SF)= SFX$ =$ +$ +$ =$ 3. ( SF)- ( SF)= SFX$ =$ +$ +$ =$ FINAL TOTAL: $ 375- NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPPIC DESIGN CRIT Ground Snow Load:45 ind Speed: 120MPH Seismic Design Category: Weathering: Severe Frost Depth:36" Termi .M-H a//Decay: S-M Design Temp: 11 ✓ Ice Shield Underlay: YES Fl d Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PUSCRIPTIVE FULL FRAMING DESIGN ELEMENT : Y HEADERS:Y/N WALL STUDS:Y/N BIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LM& DEADU/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: SSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRU TION SCHEDUL MEANS OF EGRESS: /N PLUMBING RISER DIAGRAM- LOCATION OF FIRE PROTECTION EQUIPMENT` YJN TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS:ON TOTAL COMPLIENCE. /N(RETURN TO PAGE ONE) i SURVEY OF PROPERTY SITUATED AT MATTITUCK tjj `aj9 p0' 40" E ( pcluAl ) TOWN OF SOUTHOLD N pGTUAI ) %E° SUFFOLK COUNTY, NEW YORK V 1p 20 ZgSDo S.C. TAX No. 1000- 121 -04-27. 1 SD�a . a eN vF^ OE6� L ) S 79.001 W SCALE ' 1 "=20' BaE SUP NOVEMBER 12, 1999 99 i / 1• �� 1O„ E \ AREA - 22,363.34 N sq. ft. 0513ac. 01 a l 9Afl 0 \ \ aP,G" x ti 0. ,61 TyFGiRIC ME1E '^O N V1 to n vj— 1N 9'.q Q1 CERTIFIED T0: m FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK 'p AOUEBOGUE ABSTRACT CORP. S1ORQ�SE NORTH FORK BANK FRAME ND5880 RANDALL OLSEN HOOSE LAURAL A. OLSEN 66 xo N N•p x2 Gw- OTlPAN 4y w1A bC] c �N�gO 1m/1 GONG GOV�`P rr.!!,� V V� �0.0N • k5N SEP GONG .. !1� G V GONGv 1j9 � � � � tad OyME aA�E V ♦� 9yr1 6a 01PG8 - 1 GaG�E j,6 PREPARED IN ACCORDANCE WITH THE MINIMUM 61 Na\ STANDARDS FOR TITLE SURVEYS AS ESTABLISHED \ BY THE LIALS AND APPROVED AND ADOPTED " FOR SUCH USE BY THE NEW YORK STATE LAND \u. TRUE ASSOCIATION i==— L,, EpN PLNlP9EFF OS 1N A...rYz. V � �A'�O ��`rj✓ CD 1 . N.YS. Lm No. 49668 UNAUTHORIZED ALTERATION OR ADDITION TD THIS SURVEY IS A NOVATION OF SECTION 7209 OF THE NEW YORK STATE Josep A. Ingegno EDUCATION OF �W THE -A OF THISURV SURVEY I MAP NOT BEARING THE SSE SURVEYOR'S INKED SEAL OR SI Land Surveyor EMBOSSED SEA SHALL NOT BE CONSIDERED TO BE A VALID TRUE COM. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AMD ON HIS BEHALF TO THE TRUE COMPANY, GOVERNMENTAL AGENCY AND Pbw Surveys – Subdvfoo,e – SITo Plans – COrob-Oohn LeFoot LENDING INSTITUTION LISTED HEREON, ANO TO THE ASSIGNEES OF THE LENDING II TUTION CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (516)727-2090 Fax (516)722-5093 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF One Union Square P.O. Box 1931 ANY, NOT SHOWN ARE NOT GUARANTEED. aebogae, New York 11931 Riverhead, New York 11901 RIDGE VENT APPROVED 1``�SPS "ybo 1 ASPHALT 5 6 E OO 6 - - q 213 /3V - - - D AS _ s Q � d o - - FEE: f BY; /�L w ,n NOTIF BUILDING DEPARTMENT AT ¢w w� � 2°�� - - - - - _ 765-1602 SAM TO 4 PM FORTHE _ FOLLOWING INSPECTIONS: _ - - -- - -- 1: FOUNDATION • TWO REQUIRED MING 6 PLUMBING _ FOR POURED CONCRETE Z 2. ROUGH - FRA O 3. INSULATION I- - - 4. FIw -MONSTRUCTION MUST D- -- -- - - - - GENERAL NOTES I CONTRACTOR 5HALL LHELK AND VERIFY ALL CONDITIONS TO THE 51TE 22 PATCH AS REOLIREO ALL AREAS WHERE EXI5TINl6 HAS BEEN REMOVED LINE O lZ` 7 PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH AND/OR NEW WORK AEUT5 E%ISTIN6. NBERE ExISTIN6 WALLS ARE REMOVED ROOF �ELDW - - - - - ISO 1 cue�W - THE INTENT OF THESE PLANS AND MAKE WORK A6REE WITH SAME. OR NEW OPENIN55 ARE CALLED FOR IN EXI5TIN6 FROM THE WALLS, , ETC, PRIOR TO Q N Z J p o LL 2. CONTRACTOR OR OER SHALL OBTAIN A BUILDING PERMIT CONTRACTOR SHALL BRACE EXI5TINL5 AS RELUIREREMOVAL OF EX15TINO WALLS, GEILIN6 BEAMS, RAFD UNNEW W HEADER AS 40'-O" B'�1-CONY TOWN OR VILLAGE PRIOR TO STARTING WORK. SPECIFIED 15 INSTALLED " - L 3. CONTRACTOR SHALL OBTAIN ALL RC-O/IRED APPROVALS, PERMITS, 23. CONTRACTOR SHALL RERGITE AS REMIRED ALL EXISTING PLUMBINIS, - - - - - - - - - - - - - - - - - - - - - - - - - _ CERTIFICATES,OF OCCUPANCY,INSPECTION APPROVALS, ETC,FOR WORK ELECTRICAL,AIR�ONDITIONINLS, AND HEATING LINES WHICH INTERFERE - - + PERFORMED FROM AGENCIES HAVING.NEISpICTION THEREOF WITH NEW LON5TRIGTION. 3 46 3 46 30 �- - 5 IF IM THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH g, 4 ALL WORK 5HALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE 24 ALL MICRO-LAM' LAMINATED VENEER LIMBER TO BE DOUSL.AS FIR AS 2 x12" HDR. 2-2"x12" HDR 2-2"x12" HDR. 2-2"x12" HDR. PREVENTION AND BUILDINl6 CODE AND ALL RUES AND REGULATIONS OF THE MAWFACRRED BY TRIS JOIST CORP.OR ELUAL. SIZES AS INDICATED ON I6' 2-2"x12" HD - 20'-O" WITH MANFACTURER5 SPECIFICATIONS AND RECOMMENDATIONS EXISTING BASEMENT TOMO PLANS. MICRO-LAM INSTALLATIONS 5HALL BE IN 5TRCT CONFORMANCE Z S ALL STS WITH THAT A5 NOTIFY THE R THESE PLSHO,THE CONTRACTOR 25 ALL METAL JOIST NNECT RS AND OTHEREMAL METAL CONNECTORS BL OF 0 SHALL YH1 WORK AND NOTIFY THE ARCHITECT, SHOULD HE FAIL TO SHALL S 'TECO CONNECTION OR fiS, AND SHALL S CAPABLE OF 0 �- FOLLOW THIS PROCEDUFB=, AND CONTINUE WITH THE WORK,HE SHALL HANDLING LOADS• CONdELT10N POINTS. INSTALLATIONS SHALL BE IN ASsurE ALL RESPON5IBIL TTY AND LIABILITY ROUSING THEREFROM. STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND { EXISTING POURED CONCRETE 6, GRADING PRONTO NEYI CONSTRUCTION SHALL SLOPE M-NAT RNID BLEFD INTO RECOMMENDATIONS ry = u FOUNDATION EXI5TIN6, 26 DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND j- BEDROOM Q L - - - - - - - - - - - - - ALL OPENINGS N L SMOKE MASTER Lu T l ALL FOOTINKS SHALL B:AR ON UNDISTURBED 501E WITH A MINIMA SOIL TN _ PRESeuFB OF 2 TONS PER SOFT.AND 5RALL HAVE A MINIMA OF 3'-O" _ DETECTOR �( V BEDROOM N - ,� OF COVER 21 PLYWOOD DEGKIN6 SHALL BE EXTERIOR SPADE PLYWOOD WITH Ep6E5 O O m SMOKE n, SOLID BLOCKED OR PLY CHIPS, ' B ALL CONCRETE SHALL EE 2500 P51 CONCRETE a 215 DAYS. x DETEGTOR 2B, ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AV SHALL BE ry ® N _ ry REMOVE q DESN5N LOADS, FIRST F_OOR - 550/5F LIVE LOAD INSTALLED AS PER AIE6 EXIISTO CONCRETE ROOF - FLOOR - LIVE LOAD 24. ALL DRYWALL SHALL BE U 5G NATIONAL GYPSUM CO 1/2'THICK CONCRETE 5E(OND FLOUR - 50#/SF LIVE LOAD TAPED AND 5PACKLED THREE COATS. O 4 T� STOOP AND GEILIN6-3C w/SF- LIVE LOAD � 2668 Q STEPS 3O, ALL DRYWALL SHALL BE PRIMED AND PAINTED(2 FINISH COATS) a L v V 10 DESIGN TIMBER STRT55 -DOLIAAS FIR SOUTH,NO 2 GRADE FB = 31 ALL MOLDINES AND TRIM SHALL BE STAIN GRADE,AS SELECTED BY 2668 R O l Ba PSL E = I�oapoo Pao. - 6'-a" W 12" m TUBE FOOTINGS mm II ALL (HEADERS SHALL BE(2)2-Xb" IN 2'X4'WALLS I (3) 2'X8'IN QJ g'-O" /- ' MIN. 4g" BELOW X � OWNER GRADE (MUST BE ON 2'Xb"WALLS UNLESS NOTED OTHERWISE Ip 32 ALL FINISHES (INTERIOR AND EXTERIOR)SHALL MATCH EXI5TIN6 AS BATT-{ `fl VIRGIN SOIL) CZ 12 ALL HEADERS SHALL BBVR ON 4'%4'P05T 0 2'X4'WALLS OR 4'Xb' CLOSE AS POSSIBLE O EXISTING POURED CONCRETE P05T O 2'X6'WALLS UNLESS NOTED OTHERWISE 33. CARPETING SHALL BE 5PPLIED AND INSTALLED BY THE OWNER _ 125 GFH E F n DN 3-2x10 GGA 61 ^I FOUNDATION 9 - —- _ - — - - - NI - - - - - - - - - J 13 FURNISH AND INSTALL SINSLE STATION SMOKE DETECTINS HARM }q. OypILR LL SELECT ALL COLORS T - ® 2" z 12' MAIN RIDGE _ __ _ O 4 _ __ _ It ACGE55 _ _ _ L - - - - - - - - - - - - - - - - - DEVICE IN COMPLIANCE WI1H NEW YORK STATE BUILDING CODE. RI O LIN, IS'-4" x m - - - - - - - - - 1� 35 ALL PLUMBING SFLAl1 BE IN STRICT CONFORMANCE WITH NEW YORK _ II - - - - - - - - - - - - - - - - - L 14, ALL WINDOWS SHALL B:WHITE FERMA-SHIELD WITH HIGH FERFORMANLE - - - - - - ry -!'-I I' T-10" 6'-3" '-O" - STATE BUILDING CODE THE NEW FIXTURES INTO IEX15T1NN6 SANITARY - - TV 24'_0" - - - INSECTL6LAZlNS A5 EN5 AND JAMBTURED BY VERSSETN REGUIRALLS OR EQUAL INCLUDE SYSTEM, INSECT SCREENS AND JAMS EXBNDERS A5 REGUIR®. TO �/y /A� 15 MAINTAIN 2- MINIFLM CLEARANCE BETWEEN ALL 5TRL ARRC FRAMING 36 CONTRACTOR SHALL DETERMINE WHETHER THE EXI5TIN6 ELECTRICAL l'_O,• ATTIC �1 OV N D/ \TION PLAN N MEI-HERS AND FIREPLACE OR CHIMNEY MASONRY SERVILE 15 OWNER RI SERVILE THE NEW ADDITION AND SHALL NOTIFY TUE OWNER ALCORDOVED ALL ELECTRICAL WORK SHALL BE BOARD I6 ALL FLOOR.bI5T5 SHALL BE LATERALLY SUPPORTED BY BRID61N6 OR OF FIRE UDENWRIIER APPROVED. INSTALL AS PER OWNERS DIRECTION v T 1 BLOCKIN6 0 INTERVALS NOT EXC® EIG INS HT FEET ANY AND ALL INTERCOM, TELEPHONE, AND/OR TV AMEN A WIRING IN �llI 2 SCALE: /4" = '-O" WALLS PRIOR TO INSTALLATION OF WALLBOARD ALL TEMPERATE Il ALL FLA5HIN6 SHALL BE ALUMINUM CONTROL WIRIN6 94ALL RLN CONCEALED IN WALLS, FLOORS, D PAND/OR OUTLET, N n' 05ET CEILING5 VERIFY SWITCH AND L16NITIN5 LOCATIONS WITH 3, 4„ Ni 7 - - - - - T - -115 ALL RAFTERS SHALL BE ANCHORED TO FRAMED HALL5 WITH •HIRRICANE OWNER PRIOR TO INSTALLATION. 6'-4" GLIP5" • 16" ON CENTER 31 DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO FRAMIN6 AND BEDROOM - - - - - - - - 1 - O Lu h—c PROVIDE DOUBLE HEADER JOI5T5 AT ALL OPENINI65 SMOKE O6g 4 19 ALL INTERIOR DOORS SHALL BE 5TNN GRADE 6'-B' HIGH X 1-3/8' TIN= THICK x WIDTH AS NOTED ON RAN WIT(APPROPRIATE HARDWARE ALL I II 5 DETECTOR 2, LL DOORS SHALL BE FINISHED AS PER OWNER 3B THE CONTRACT DOCUMENTS 6BERALIY INDICATE THE SCOPE ANp CIIALItt N ER 4"T X1J GGPOF THE WORK B T ARE HOT PRESENTED A5 BEING FREE FROM ERRORS OR I/4"TNI J I5T5 20 p0 NOT SCALE DRAAN55 YRYTEN DIMENSIONS SCALED OM1551ON5,AND ANY WORK CALLED FOR IN THE SPECIFICATIONS AND NOT 0 OVER EXI5T'5 ELINE DI SIION5. ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE SHOWN ON THE PRAWUN95 AND NOT GALLED FOR IN THE 5FEGIPCATION5 15 TO z F IN5PELT0N5 AND/OR OBSERVATIONS OF THE CONSTRUCTION. BE PERFORMED AS IF THE WORK WAS GALLED FOR IN BOTH ANY AND ALL ® J HALL a CANT AREA (O E JO WORK AND ANT AND ALL MATERIALS NOT LISTED IN THE BID DOCUMENTS THAT _ 21 )RAWIN55 AND SPECIFICATIONS AS INSTRLMENTS OF SERVICE ARE AND ARE REQUIRED OR CAN BE REASONABLY OR NORMALLY BE INTERPRETED OR U7 T Q 125 GFM E F O Q SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETTER THE PROJECT INFERRED,THEREFORE,SHALL BE RhENISHED AND INSTALLED BY THE ! V V )u FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT THEY ARE NOT TO BE CONTRACTOR O O O ® Q 1�- -- — USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT ��� BY ASRIEEMIENT IN NRITIN6 AND WITH ADEQUATE COMPENSATION TO THE n/ rv ® ry D l �— x ARCHITECT - / " EXISTING � 1 � I EXS'� EXI5TIN SEWING ROOM B T 2-2x12' HDR 2-2"x12' HDRLC / KITCHEN Ll^1 I a1 I 2-3046 3046 2-3 46 V 1 + O� /� GL I• I � � ttl� — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CL �� 2ND FLOOR LIVING AREA 13 8 SQ FT. T�� 1 3- 1 I/4 ML. DR. LLL h� a Ind FAMILY LINE of O N =1 ROOM 2"% 12 RIDGE ROOF BELOW aX - w r1 O REMOVE - R' _T -. EXIcSTING _ 2" x ' RAFTER TIES 12 —_- X b EXISTING o HALL 2 32 " R ROOM V E k1s 1 - _� Ham= _ - _ - �� 1 05ET - - - - - - REMOVE - - - - - - - -- - - __ - - t� � CLOSET � I2•_O.. - g._O,� - - - MOVE �DOORNe UNFINISHED ATTIC �-- - vg" ML.HDR— 1 ' 11 � DOOR TYPICAL ROOF GONSTRUGTION Tr / 2" X 10" ROOF RAFTERS a Ib" CC 1/2" PLYWOOD SHEATHING, 154 FELT AND ASPHALT ROOF SHINGLES 1 N �N1' 3 SECOND FLOOR PLAN o N - 4'VENT d NEW 11 /4'•TJI JOISTS ® I6" OG TIM 0 JI OVER EXI5T'G GELING JOISTS 1/2" GYP BD FINISH EXISTING e" M .HDR. T 4 5 3 COAT Joe TYPICAL GEILIN6 GONSTRUGTION y 2 411 ROOF W 3 n Z LIVING a 2° x g" GEIUNG Jo1sTs m 16° oc t' W J BEDROOM HALL BEDROOM "� r ' I Q M IT X ROOM = � � 4 W/ R-30 BATT INSULATION r _ 1 w BATH , $-av p O I� NEW TYPICAL FLOOR t1-uv I I 1 av I b II O REMOVE � REMOVEa �NiQY EXISTING I� EXI5TIN6-1 GONSTRUGTION I I I I I UVI I I WALL a DOOR I -�_ _ 13/4"X11 1/4" TJI FLOOR JOISTS a I6" EX15nN6 I I WL UYI UV I �I H6 - I-I G 3/4" PLYWOOD SUBFLOOR "ate \ I W m L �'� I I I SE600 DI / X LINE OF NTL _ 2 2"z1 \ WALL ABOVE _ 1 p N/7' 7' FU -I� - - - - --� EXISTING F R CONSTRUCTION REMAINS 7 -- - I RELOCATE 1668 B 11 6b �T 4-11 1/4" ML HDR \ } Ex15TINe EXISTING WALL V WINDONS REMOVE I- 112• 6YP -3D. FINISH ,GONSTRUGT ON O L _ _ I SEE SECOND PORTION OF� - 7 1 T e 5. 3 COAT JOB F---_ - - _- FLOOR PLAN EXISTING / W -i L REMOVE KITGHEN DININ VINE w Nu t T c� NENEX15T1r6 650 ; ROOM 4 - CONCRETE n OOM PORCH STOOP AND I EXISTING FLOOR - - -- STEPS I OFFICE GONSTRUGTION F1R5r 32RF 'i (s) REMOVEDIREPLACE 4 RELOCATE GRADE 2`X8"GGA V1 EXISTING " i_ 2-2•x12 DGRADE VG.PIPE PITCN® 2-2"x12" HDR WINDOWS @K57 4 AS PER N.YS.CODE APPROVED XIO" GGA LFWJTIN L - - - - - - - _ - 2- 52 LEDGER - '2" m TUBE F,I0rW5 . 0� 5RADE . - - - - - - - - — — — — — — — — — — — — — — — — — - - — — — — — — — — — — IN 4e BEL r gip EXISTING J� (MUST BE ON V � 13' BASEMENT VIRGIN 5010 5 F-'L JMB I NO R I SER D �C RI M 12'-0" 4'-0" B'-p" g_O^ EXI5TIN6 b" POURED CONCRETE FOUNDATION I - SCALE N.T S SMT. No. FIRST ELCOR PLAN SECTION I '1 - 2 2 SCALE I/4" OF 2 GORNER AND PARTITION POSTS RAFTERS AND GEIL ROOF TR°U55 APPROVE J pro �o w NOTE. i• TOP PLAT TOP PLA ° o TOP FLA 5EGOND STORY TOP PLATE- THIRD STUD AND/OR PARTITION INTER5EGTIN6 TOP PLA SECOND STORY TOP PLATE- BACKING STUDS SHALL BE PERMITTED TO BE 2 SEE DRILLING AND OMITTED THROUGH THE USE OF WOOD BACKUP NOTCHING PROVISIONS GLEAT5 OR METAL DRYWALL CLIPS THAT WILL J015T 15 PERMITTED TG SERVE AS ADEQUATE 5AGKIN6 FOR THE FAGIN6 5Np j STUD FLOOR JO15T- BE GUT OR NOTGHED MATERIAL, el SEE DRILLING AND BET WEE THESE LIMITS WALL STUD- SEE DRILLING AND BOTTOM PLA NOTCHING PROVISIONS NOTCHING PROVISIONS BORED HOLE MAX BORED HOLE MAX WFGM SECTION 3.3.1.1.1 WFGM SECTION 341.1.1FRAMING DETAILS DIAMETER b0% DIAMETER 40% Q OF STUD DEPTH OF STUD DEPTH 0T 5/8" MIN. TO ED6E 5/8" MIN. TO EDGE N OR BLOGKIN6 0157 ENDS TO BE BLOGKED AGAINST MIN. TO EDGE 5/8" MIN. TO EDGE p BAND J015T AND BRIDGING TOP PLA OR BLOCKING SEE WFGM SECTION 3.3 ROTATION IN AGGORDANCEWITH WFGM 3.3.1.3-END RESTRAINT NOTCH MUST NOT EXCEED NOTGH MUST NOT EXCEED BEARING AND 3.3.1.4 BRIDGING Ibd NAIL AT 24" O.G. 6YP5M BOARD INSTALLED IN 40% OF 5TUD DEPTH 25% OF STUD DEPTH WALL AGCORDANGE WITH WFGM TABLE 3.1 IN.x4 IN RIBBON BOTTOM PLATE LAP J015T 3 IN, MIN. GUT INTO STUD - IF HOLE 15 BETWEEN 4096 AND 60915 BAND J015T FOR FIRE BLOCKING BORED HOLES SHALL NOT BORED HOLES SHALL NOT OF STUD DEPTH THEN STUD MUST BE OR SLOG ,KI % BE LOCATED IN THE SAME BE LOCATED IN THE SAME DOUBLE AND NO MORE THAN TWO j WOOD 5TRUGTURAL PANEL SUCCESSIVE STUDS ARE DOUBLED J015T INSTALLED IN AGGORDANGE GRO55 SECTION OF GUT OR GRO55 SECTION OF GUT OR AND 50 BORED w SILL PLA ° 8d NAIL AT 6" O.G. WITH WFGM TABLE 3.1 NOTCH IN SND NOTCH IN S UD ALL PANEL ED6E5) CRAWL SPACE 5UBFLOOR FR NAIL ATM O.G. ON ALL F BASEMENT FRAMING MEMBERS NOT AT WFGM Igg5 SBC HIGH WIND EDITION WFGM 1gg5 SBC HIGH WIND EDITION FOUNDATION 5O B-ITHIC, DE PANEL EDGES FOUNDATION W OUTSIDE GORNER DETAIL SECTION 3 .4 .3 . 1 . 1 SECTION 3 ,4 . 1 , 1 , 1 FIGURE 3 .2B EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS NOTCHING AND BORED HOLE LIMITATIONS PLATFORMFRAMw6 INTERMEDIATE BALLOONFRAMIN6 FOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS AND BEARINL5 WALLS _ BEARING WALL ROOF FRAMIN DOUBLE TOP PLA 2x4 CONTINUOUS TYPIGAL WALL, FLOOR AND ROOF FRAMING LATERAL BRACE AT 6' O.G w ENDWALL J015T 2-IOd NAILS TRU55 OR CEILING JOIST Lu WIND-BORNE DEBRIS PROTEGTION FASTENING SCHEDULE IPP D5 QFP CONNECTORS GABLE END TRU55 Z Lu FOR WOOD STRUCTURAL PANELS A REC�� IRED � T A A II ' F PArIN BLOCKING LENGTH Q FASTENER 2 FEET 4 FEET (9 FEET BLOCKING HEADER 5 HA L PANEL SPAN F PANEL SPAN % PANEL SPAN 6 PANEL SPANoo t 2 FEET 4 4 FEET S 6 FEET S 8 FEET UPLIFT CONNECTION 15 REQUIRED tlAl`LS 0 AT EACH END OF HEADER AND SECTION A-A AT BOTTOM OF HEADER STUDS IN 2 I'2 b" 16" 2" G" d]]WNUUEP ADDITION TO CONNECTORS ATSd COOLER NAILS AT 10" O.WOOD SCREWS WALL STUDS AND AT TOP AND2 /2" K8 jil BOTTOM OF GRIPPLES O 6" b" b" 2' B�RAGELWITHKNAILED -10d NAILSEAG WOOD 5GREws Z �— a. TH15 TABLE 3A5E0 ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. 6YP5UM' BOARD Lu Lu b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 5d COOLER TAILS AT T' O.G /� C 20 GAUGE STRAP c. NAIL5 SHALL BE IOd GOMMON OR 12d BOX NAILS. (WIC GM F 1I GUR'E 3 .6b) GO}. I1\ E TIONS FOR OPEN I N S - 10-8d NAIL5 < d, HHERE SG ARE ATTACHED TO MASONRY OR MA50NRY/STUCCO, THEY SHALL BE V� VLI� 1 VJ 1 V IJ.J FAGE OF FOOTING ATTACHED UMLIZIN6 VIBRATION-RE515TANT ANCHORS HAVING A MINIMUM ULTIMATE 8d NAIL AT 4" O.G. WITHDRAWAL CAPACITY OF 490 POIND5. P. WOOD 5TRUGTURAL PANELS SHALL HAVE A MINIMUM THIGKNE-55 OF -7/16/I6 INCH (11.1 rtJ `r ENDWALL SND KAL „WAL GL T L 2 NAILS BASED ON GABLE ENDWALL BRAC NO WA (WFGM FIGURE 3.60) SHEAR WALL REDUIREMENT5 v O RIDGE TENSION STRAP ns NB USE 8-8d GOMMON NAILB NO GEILIN6 CENTER 2x BLOCKING " N EACH END OF 1-1/4" IM 0 low x 21" GLEARANGE 21" G EARANGE DIAPHRAGM ON SHEATHING JOINT /2 BUT NEED OT HII BUT NEED NOT 20 GAUGE STRAP 1 24• Gnaw, REOUIRED XGEED IS FT. MAX. EXCEED 40 FT. MA . IN ENIN6 of 2I" G EARANGE 1532 WOOD STRUCTURAL PANELS O GABLE FAGE AND ON WALL BELOW LAVATORIES 5HOWER TUB BA5ED ON 5HEARWALL REOUREMENTS RAFTER , _ l '/TURF CLEARANCES WATFRGLOSETS 3ABLE pR� RR BaM�oo�FRaMIN� FOUNL� ATION �, LE R NGS F (�OM SLOPES z o RID6E BEAM w z ROOF RAFTER EXTERIOR °RBEARIN6HALL RIDGE . -TENSION STRAP DETAIL o � ®II NOTCHTHAN SII 50% OF TTHEE PLATE W DTH 20 CA. STRAP ® ITABLE R301 .4 6 b GAGE (0054") AND 15" WIDE METAL TIE ACROSS AND TO EACH W/(8) 8d NAILS ® I SIDE OF THE NOTCH WITH b-16d NAILS EAGH SIDE MINIMUM UNIFORMLY DISTRIBUTED Q V EAGH SIDE II LOADS (PSI) d NAIL AT b" OG 6YPSM ,INCE USE_ LIVE LOAD ~ �1 TOP PLA 5 PAL- PANEL EDGES) AC=;ORDr+ GE WITH WFGM TABLE 3 •— ExTFRIOR BALGONIE5 60 bj PIPE � S WC OD STRUG(URAL PANE DEC K5 40 hd NAIL AT 24" OG i` 5"TALLED IP. A(-(OR'.DANGE PASSENGER VEHICLE GARAGES 50 �-7 p r11 TH WFC M TABLE 3 II TOP PLATE FRAf�1 , NG ATT G WITHOUTOPA&E6E 10 X u F MING MEMBERS AT PANEL °•Tr CS WITH STORAGE 20 S fC F 6E5 AND 12" OG ON ALL LL \\ V Simpson Strong-Tie �• TO ACCOMMODATE P N = MIN& MEMBERS NOT AT ROOMS OTHER THAN SLEEPING ROOMS 40 V g e P NEL EDGES A55- Ghimney Froming 51m Son Strong-Tic SLEEPING ROOMS 30 SHT. No. PHP STAIRS 40 ib) INSIDE CORNER DE�IA�� 3 ROOF RAFTER / RI DC E DETAIL z GORNER BRAG I NC DETAIL " IEP RAI �I NG BUARDRAILSAND HANDRAILS 200 3 SCALE: N.T.S. 3 SCALE: N.T.S. OF 2 LABLE 31 WI=GM HIGH WIND EDITION) The desl Of this structure Is based upon prescriptive roach using the S G gin P P P aPP o GENERAL NOTES ' NAILI �7 SGHEDUlnE Wood Frame Gonstroction Manual (WEGM) published by The American Forest and U"2',r0 r Paper Association. I. All works shall be performed In accordance with all state, Non-structural elements are based upon The New York State Residential code municipal, local zoning and building codes and ordinances z JOINT DESCRIPTION NUMBER OF NAILS NAIL 5PAGIN6 January 2003 having Jurisdiction and best standards of construction a For the Gllmotle and 6eographical Design Criteria, see Tale R301.2(I) on cover practice. RAFTER TO TOP P4ATE OE-NAILED) 4-8d PER RAFTER sheet. The American Institute of Architects Gonditlons shall apply All non engineered lumber to be Douglas FIr#2 or better to all work performed on this project. EI I J015T TOT ( TOE-NAILED) 4-8d PER J015T Wind Limitations-Section R.3OUJ 2. The Contractor shall verify all conditions at the site. Any 6 Design Grlterla-Section R301.2.1.1. (see Table 8301.2.12th . for "Ind-Born Debris discrepancies must be brought to e attention of the Architect x I P R FADE- TLE 61-16d EACH LAP Protection prior to commencement of construction. The Contractor shall be CEILINQ J015T OVER PARTITION5 (MrE- I D) 9-16d EACH LAP Fastening Schedule For Wood Structural Panels) responsible for corrections not reported once he has started work Dead Load-5ectlon 8301.3 except for hidden job conditions. Z COLLAR TE 70 (FACE-NAILED) 6-8d PER TIE Live Load-Sectlon R301.a OGKIN6 TO RAF TOE-NAI 2-8d 3. Contractor shall guarantee to the Owner that all materials and O EACH END LI .and Ventuatlon-Section 8303 9 equlaof a Incorporated In the work will new, and that all work TRIM BO T RAF END-NAI ED � 2-I6d EACH END Minimum Room Area-Sectlan 8304 well be of good quality, free From Faults and defects for a period Gelling Het it-Section R305 of one yyear form the date of the final Certificate of Occupancy. WALL FRAMING Samtotlon- ,ctlon R306 4. The Architect shall not be responsible for the constructin mans, . �) TOP PLATE TO TOP PLATE AGE-NAILED 2-I6d (5EE NOTE 1) PER FOOT Toilet Bath and Shower Space-Section R307 method, techniques, sequences or procedures, or for the safety l(1 Glazing-5ed.lon 8308 precautions and programs In connection with the work, and he UW TOP PLATE AT INTER5ECTION AGE-NAILED 4-Ibd JOINTS-EAGH 51DE Garages and Garports-Section 8309 shall not be responsible for the contractors (allure to carry out 57110 TO STUD E-NAI 2-I6d 24' O.G. Emergency Escape and Rescue Opening-Section 8310 the work In accordance with the construction documents The Exit-Section 8311 Architect shall not be responsible for the acts or omission by HEADER TO HEADER E-NAILS bd Ib" .G ON ED 5 Landing-Section R312 the contractor No changes shall be made In the documents TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d PER 2X4 5TUD Romps-Section R313 and/or the building as designed without the expressed written 5tairwaayy-5ectlon 8314 consent of the Architect. 3-I6d PER 2X(9 STUD Hondrall-5ectlon R315 5. The contractor and all subcontractors shall maintain continuous 4-I6dR m6vards-Section R316 Insurance coverage statute policies (Worker Smoke Alcxs=Section R31-1 g BOTTOM PLATE TO FLOOR J015T, BANDJO15T, ENDJO15T OR BLOCKING Foam plastic-Section R318 Compensation, etc) and general liability In an mount not ( FACE-NAILED) Flame Spread and Smoke-Section R319 less than $ 5 million and outomoblle liability and damage 2-Ibd (5EE NOTE 1,2) PER FOOT Insulatlon-Section 8320 coveroge not less than $ 2 million. The Architect shall be � ) L� I (� FLOOR FRAMING Dwelling Unit Separation-Sectlon 8321 named Insured an any and all policies. FLUOR TO FLOOR Moisture vq>or Retarders-Section R322 6. Provide 0.025" aluminum termite rhield over fibrous ,015T T I OP T 61 (TOE-NAILED) 4-8d PER J015T Frotectlan AgaII Deca -5ectlon 8323 Insulation at all perimeter suis. 51M50N STRONG TIE CONNECTION Protection Against Term) es-Section R324 7. All wood in contact with concrete or masonry to be Woimonized M5TA36 T I T OE-NAILED 2-8d 5pressure creosoted Address-5ectlon 3325 or P , iN6 TO SILL DR 7 TET -NAILED 3-Ibd EAGH QLQGK Accccesslbillty-Section 8326 8. A single station smoke detector alarm device shall to Installed - P TO BEAM iFAGE-NAILED) 3-IW I T Flood Resistant Construction-Section 8327 In each bedroom, on all floors and shall be all Interconnected per code 9. All bathroom without operable windows to be mechanically ventilated JOIll LFQQER TO BEAMT -NAILED 3-8d PER J015T Foundation-Chapter 4 as per New York State Code. Design based upon presumptive load bearing values of 5 grovel and or 10. Heating to be designed to provide 70 degrees F. with outdoor T OJOIST NAILED 3-Ibd PER JOIST 9 Pa u P g °n�1 dell ed air-tem era uE re of de ees F. and 15 MPH wind. gravel at 3000 pounds 9n P gr" BAND J015T 70 SILL ORT PLATE OE-NAILED 3-I6d PER J015T per square moot. Contractor to consult Architect If different 5011 materials are II. All electrical work to be In accordance to the rules and ROOF SHEATHING found upon excavation, regylatlon of N.Y.B.F.U. and a N.Y.B.F.U. certificate Is -� or test hole, for alternative footing and foundation wall design. to be presented to the Owner at the completion of the Job I- 5TRIJI PANELS 8d (5EE TABLE 3.8) 12. Plumbing Installation to comply with State and Local codes Jf J DSA[_ BOARD 5HEATW% Foundation Notes: and the sewage disposal system to meet Health Department standards. .- Concrete for foundation walls and footing is to be air entrained In accordance 13. Do not scale drawings. Use Figure dimensions only I'X6" OR 64X8' 2-8d PER SUPPORT with Section 402.2 and Table 402 2. 14. All work to conform to the rules and regulations of the New York 1' HK?ER 3-8d PER 91/PPORT 1/2" Anchor Bolts (55745-28) See chart on this sheet for spacing Energy Gonversatlon Construction Gods. All glazed area to be double Z Anchor bolts are to be located within 12" from the ends of such plate section. glazed and all exterior door to have Insulated cores CE1L1,16 5h'EATHING Bolts are to extend a minimum of V In Into the concrete. 3" square washers ore 15 The Insulation protection as Indicated on these plans exceeds 1x to lprovided for each anchor bolt, In accord19 ance with 32.23 of the 95 the Code's minimum standards. K Aha Sq C!✓OL.ERS I" EDGE / IO' FIELD editionot WFGM Ib. These drawings and specification are Instruments of service and '`k I K4LL 5HEATIR45 e' poured concrete foundation wall, 8'-0" high, 3000 # test shall remain the property of the Architect whether the project for n/ 5T1Z.k,TL1RAL PANELS 8tlMinimum depth-Section 403.1.4, 48' minimum coverage to top of footing which they made Is executed or not. They may not be used LY (SEE TABLE 3.9) I6"x8" poured concrete wall footing5, 30000 test on any other project except by written authorization of the Architect. Q FN2EHOARD PMELS 2-1 3/4"xll lib" Microlam 61yder (or 3 1/2"x11 7/8' Power Berm) 17, Architect has not been retained for site supervislon, on-ell 4' poured concrete floor slab with bxbx#10 mesh and vapor barrier Inspection and certifications as required or requested by the Owner, 51 ON STRONG - TIE O UI6' bd 3" EDGE / b" FIELD D proof Fig at exterior foundation below grade Sect n 8406 contractor or local building department. 25,l32' 8d 3' EDGE / b" FIELD 30"x3O'xl2" deep poured concrete column footings, 3000# test 1Z MT 12 QlFa 4 ARD 5d COOLERS 1" E06E / 10' FIELD Masonry chimney is to be supported by concrete or solid masonry of 12" minimum RAFZVOMW8d (5EE TABLE 3A) thickness and extending b" beyond each side of the chimney in accordance Hlth UPLIFT - CONTINUOUS PATH CONNECTORS, Q P 8d (SEE TABLE 3.9) RI001.1.1 aR Lind Figure 1003.1. s Z USE SIMP50N STRONG-TIE CONNECTORS DV60Nj4_ BOARD 9CATHMG Deck and porch footings as noted, 3000# tort, 48" minimum burled depth FOLLOW PRODUCT SELECTION GUIDE AND 1`X6'OR 15X8" 2-8d PER 5UpPORT INSTALLATION MANUAL FOR HIGH WIND RESISTANT . Foundation wall to extend a minimum 8" above finished grade CONSTRUCTION CATALOG C-HW02 Q LTP4 LU 1'XICJ' OR,HHX R 3-8d PER 5UPPORT All footing to be taxied down to undisturbed sell Q FLOOR StFATHI No footing shall be set higher than a 30 degree angle From any other Footing ANCHOR BOLTS IN FOUNDATION USE: Pour no concrete an frozen grand or In Freezing water. 5STB26 WITH BEARING PLATE, SEE FOUNDATION 5T146TURAL PANELS Provide 3 1/7 steel Io11y columns. N9TE5 FOR 5PAGIN6 1' OR LE55 8d b" EDGE / 12' FIELD Backfill shall not be placed against the wall until the wall has sufficient PLATE TO RIM JOIST USE:SILL LTP strength and has been anchored to the floor above, or has been sufflciently SILL PERIMETER Ib" O.G. AT EX _ TER THAW I' Old 6" EDGE / b" FIELD braced to prevent damage by the backfill (Section R404.1.7) AND GARA.C. AT EX COMMON WALL r �AG� BOARD c��T4� Floors - lPrescriptive Method. USE (4)-8d NAILS AT EACH END o Floor Framing shall bs e nailed In accordance, with Table 3.1 WFGM HIGH HIND 1W OR 1'X8 2-8d PER SUPPORT EDITION. GARAGE STUD GARAGE SILL PLATE USE. 1`X10' OR WDER 3-8d PER 55UPPORT Draft 5toppNlg - Section R502.12 CONNECTOR AT I6" O.G. _ f Fire blocking - Section 8502.13. 115E 55P(CONNCONN NAILS AT EACH END 1. NAIL REGUIRC�YT5 AREA BASED ON WLL ASHEATHING NAILED b' ON-CENTER AT THE PANEL EDGE . IF WALL SHEATHING 15 NAILED 3" �j �1 TO GEKTEROBTAIN AT THE PANEL EDGE Floor r-o55 ply nctlon: RIM .JOIST TO STUD CONNECTION USE: ILL PLATE TO RIM J015T AND TO OBTAIN SHEAR SHEAR GAPAGITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR ALTERNATE CONNECTORS Floor OSB plywood sub floor, fasten per Table 3.1 WEGM. SUCH ,45 SFfrAR PLATES. Floor joists: see Foundation and Floor Plans, spacing as noted. MTS t2, 16" O.G. ['� J015T C STUD CONNECTION SHALL BE I/r.>ED TO MAINTAIN THE LOAD PATH. Fasten per Table h WEGM. USE RTO NAILS AT EACH END RIM JOIST TO STUD GONNEG I ION 2-2x6 GGA sill with termite shield and sill seal. FLOOR TO FLOOR CONNECTION USE: 2 "EN WAIL SHEATHING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED TO BE REDUCED TO Finish Floors per agreement. M5TA 36, W' O.G. 1-bd NAIL PER FOOT. USE (4)-Bd NAILS AT EACH END (TABLE 32 AWFGM HIGH WIND EDITION) wau construction - WFGM Prescriptive Method. Wall Framinngg and finishing shall be nailed and or screwed In accordance with RAFTER TO 5TUD CONNECTION USE 5ILL OR BOTTM PLATE TO FOUNDATION ANGOR BOLT GONNEGTIONS RESISTING LATERAL Table 3.1 WFGM MTS 12, EACH ROOF RAFTER 51M50N 5TRONO - TIE 8 SHEAR LOADS Ixb fascia, wrap USE 8 I6d NAILS AT EACH END MTS30 OR MST12 Overhangs as noted. RAFTER TO RIDGE TO RAFTER CONNECTION USE: ANCHOR E36LT CONNECTIOI FOUNDATION BRACING WALL PERMITER MAXIMUM ANGOR BOLT SPAGIN6 vinyl vented soffits, H7 EACH ROOF RAFTER Aluminum gutters and Ieaders.51dlng: see Elevations. SUPPORTING EDGE NAIL 5PAGIN6 (IN) (1/2 ANGOR BOLTS) Tyvek hou5ewrap. DECK P05T TO CONCRETE CONNECTION USE. Z SILL PLATE TO FOUNDATION I STORY ALL 46 1/2" plywood sheathing, see Fastening schedule, Table 3.1 1,,11 PB544A FOR EACH P05T I I RAFTER C 2x4x Studs 41 lb' oz. with 2x4 shoe and double 2x4 plate STUD TO ROOF RAFTER J (n (GRAhL SPACE OR BASEM�IT) 2 STORY 23 23 1/2" Gypsum wtall board DECK POST TO 61RDC-R CONNECTION USE: O 5/8"T e X 6WB In arae P644 FOR EACH P05T CONNECTION' Q WALL BOTTOM PLATE TO FOUNDATION I-2 STORY 3 19 1/2" MR 61,45 In wet garage. (5LAB-ON-6RADE) 6 36 At least one window In each sleeping room shall comply with the exit requirements (91RDER TO DECK J015T CONNECTION USE: NOTE: MAX 12' R20M EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY 51MP50N ,5EE DETAIL. of section R1i10. MT512 ® EACH JOIST SHEATHING LOCATION STUD 5PA6IN6 STRUCTURAL SHEATHING MAXIMUM NAIL SPAGING Note drilling and notching limitations In figure P-602.60) for bearing walls and (TABLE 32 AWFGM HIGH WIND EDITION) figure R 602.6(2) for non - bearing walls. PORCH POST TO DECK USE: OR PANEL SIDING FOR 8d COMMON NAILS SILL OR BOTTM PLATE TO FOUNDATION ANGOR BOLT GONNEGTIONS RESISTING LATERAL Follow exterior corner framing detail figure Rbo2J0.5 FS-120 (ALIGN WITH J015T BELOW) 4 SHEAR LOADS (SEE NOTE 1) _- __0NC.HE5 0C.) (SERE NOTE 3) (1/2" ANCHOR BOLTS) L Roof assemblies - Il Prescriptive Method PORCH POST TO GIRDER USE: P5720 4" PERMITED 0 - PORCH ROOF RAFTER TO GIRDER USE: ,E, E b (SEE NOTES 3 -1� 1- BHEATHIN6 LOCATION STUD 5PAGIN6 BRACING WALL PERMITER MAXIMUM NAIL SPACING Asphalt strep shingles shoo have minimum of six (b) fasteners per shin le (section EDGE ZONE 8905 6) g H2.SA AT EACH ROOF RAFTER F 6 (SFS NOTE 3) 111 OR PANEL SIDING FOR 5d COMMON NAILS - Q 'D Underpayment application (Section 8905.2.7) E 6 Masonry cIs to be supported by INTERIOR ZONE iB 5EE NOTE 1 (INCHES OG) 5EE NOTE 3 I/2" ANCHOR BOLTS For roof slopes of two (2) units vertical In twelve (12) units horizontal (17or50 - concrete or so Id masonry of 12" F 12 SEE NOTES 2 E 6 percent slope), min thickness and extending 6" beyond - --'- - 4" EDGE ZONE ib up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), each side of the chimneyto be lined. The GABLE ENDWALL RAKE AND RAKE TRU55 - - E 4 (5EE NOTE 4) F 12 SFE NOTE 2 underpayment linear material Is to be stainless 5teei or F 4 (SEE NOTE 4) .- _ shall be two (2) lyers applied In the Following manner. Apply A 19-Inch (483)5trip aluminum In accordance with UL I7T7. See " ---- -"- �- "- - - INTERIOR ZONE Ib E b of also C,2424.13.51zlng of venting s stem is E= NAIL 5PAGIN6 AT PANEL EDGE (IN,- I F 12 underloyment felt layers with and starting at the coves , fastened sufficiently to to comply with section 6242"7(504). F= NAIL 5PAGIN6 AT INTERMEDIATE 5UPPOR 1 f, i1, .E PANEL FIELD (IN) E= NAIL 5PAGIN6 A7 PANEL EDGE I hold In place Multiple flues are to be Installed In 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PER TER ED6E OF THE ROOF, INGLUDIN6 4 FEET ON EACH F= NAIL SPABIN6 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Starting at the gave , apply 36- Inch wide (914 mm( sheets of underloyment, accordance with ROOI.I.Ghimney Flues SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER E 6E ZONE ATTACHMENT REQUIREMENTS SHALL BE USED 11 \ I. FOR WALL SFEATHIN5 WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT overlapping connected to more than one appliance 2. TABULATED 12" O.G. NAIL 5PAGIN6 ASSUMES 5 THINS ATTACHED TO RAFTER/TRU55 FRAMIN6 . v REODFREMENTS$IfWLL 9E USED. successive sheets 19 Inches (483mm), and fastened sufficiently to hold In place are to have a cross sectional area not MEMBERS WITH 6>0.49. FOR FRAMING MEMBERS WI 042<c5<O.4q.THE NAILING SPACINGS SHALL BE REDUCED ' 2. TABULATED 12" O.G. NAIL 5PAGIN6 ASSUMES 5HEATHIN6 ATTAC+I1W TO STUD FRAMING MEMBERS WITH For roof slopes of fou- (4) units vertical In twelve (12( units. less than the area of the largest TO b INCHES O G. F�F•� L q 8>0.49, FOR FRAMING MEMBERS WITH 0,42<G<0.49. THE NAIL SPACINS5 SHALL BE REDUCED TO b' O.G. connector plus 50% of the areas of the 3. TABULATED 6" O.G NAIL 5PAGIN6 ASSUMES SHE HIN6 ATTACHED TO F-AFTERJTW55 FRAMING V X 3. POR EXTERIOR PANEL 51DING , GALVANIZED BOX NAILS SHAH BE PERMITED TO BE SUBSTITUTED lice Protection (Section R905.2.7.1) additional chimney connectors. Flue cross MEMBERS WITH 6>0.49. FOR FRAMING MEMBERS WIT 0.42<6<0 49 THE MAILING 5PA6INS5 SHALL BE REDUCED 11000 FOR COMMON NAIL IUnderloyment In High wind (Section 890523.2) sectional area 15 to comply with ROOIJI TO 4 INCHES 0. G ` \ Structural Floor mometxxs are not to be cut bored or notched In excess of the limitations specified IA FIg.R502.6 Guts notches and holes bored In (Flashing (Section 8905.2.8) Inlets to masonry chimney are to comply 4. TABULATED 4" 0.6 NAIL 5PAGIN6 ASSUMES _ EAI INS ATTACHED TO RAFTER/TRU55 FRAMING �J e neared wood products are not permitted unless the effects of such penetrations are, specifically considered In the design of members In accord Chimney cud fireplaces - Chapter 10 with 8001.1.3 MEMBERS WITH 6>049 FOR FRAMING MEMBERS ITH 042<6<049 THE NAILING SPACINGS SHALL BE REDUCED ng Ener EFFIQ,,nc Chq ter 11, see attached re ort TO 3 INCHES O. G. with 8502.82. Stud drilling and notching are also to comply with 8602.6 y - P P g vpP y y 9 support SHT. No. Mechanical - Chapter 12 Exterior air Intake Is to complywith seGton RI005 Structural framing memebare s nrtln< th chis are to be designed and reinforced to su ort the additional load, In ' Insulation material is to comply with section 8320 and Is to have a f16me spread Index not to exceed 25 with a smoke developed Index not to exceed 450. 'General Mechanical System - Chapter 13 accordance with R1002.5 Testing and alternate test method must comply with A5TM E&4 standard. All exposed Insulation materials Installed on attic floors are to have a minimum Heating and cooling is ulpment - Chapter 14 r critical radiant flux of 0.12 watt/(cm)2.Testing Is to be carried out as per A5TM E-970 standard. Exterior Insulation finish system is to comply with R703A. Exhaust System - Ghaptter IS Wall and calling finishes are to have a Flame spread cdsslflcatlon not greater thean 200 Ina .or ince with 8319.1 and a smoke developed Index not greater than 450. testing and Weather,resistant skiing attachment and minimum thickness are to comply with Table -103.4 Moisture vapor retards are to be Installed on the warm In winter Duct System - Chapter 16 alternate test mathods mus comply with ASTM E84standare. ALI exposed Insulationmatorlale In a don attic floors are for have a min critical radiant flux of 0.12 watt/(cW2 slide of the ksuintion'In all framed wails , floors and root/cellhgs comprising elements of the building thermal envelope, In accordance with 8502,8.2 Stud 'Combustion Alr - Chapter 17 testing 15 to be carrlcd out as per A5RM ELI 70 standard. Exterior insulation finish system Is to a,,e,�,��1mly with R7039 drilling and notching are also to comply with 8602.6 Chimneys and Vents - Chapter 18 Chimneys - Part VII OF 2 ' 111