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Home My WebLink About33674-ZFORM NO. 4 TOWlq OF SOUTHOLD BUILDING DEP~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33862 Date: 07/30/09 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 2555 KENNYS RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax l~ap No. 473889 Section 59 Block 7 Lot 4 Subdivision Filed Nap No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 29, 2008 pursuant to which Building Pez~ait No. 33674-Z dated FEBRUARy 7, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING FRONT AND REAR ENTRIES, AS APPLIED FOR. The certificate is issued to ARTHUR J & MARY BURK ( OWNER ) of the aforesaid building. S~FOLKCO~DBPART[~ENT OF }~gALTHAPPROV;kL R10-07-0106 EI.RC-rKICAL ~KTIFICATH NO. 4004095 PL~EI~ ~I('~IFICATION DA-i-~ 07/23/09 EDWARD MCBRIDE 07/23/08 06/23/09 Authorized Signature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCC This application must be filled in by typewriter or ink and submitted to the Buildi~ A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property topographic features. ~es, streets, aIt~lll~l~lual natural or IOW~I OF S00TH0tD ~ 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of !% lead. 5. Cmnmercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from amhitect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $I 00.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: 1'""/ Old or Pre-existing Buildin : Location of Property: ~. ~t'-'.~'- House No. Street Owner or Owners of Property: Suffolk County Tax Map No 1000, Section [.,9.3-? ~ O O Block Subdivision Permit No. 3 3 ¢4 2 Health Dept. Approval: (check one) Hamlet OT;OO Filed Map. Date of Permit. 2/7/2°~)~ Applicant: ~ jrT-/o'/?~ Underwriters Approval: Lot Lot: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ '~ 0~'~. ~ Final Certificate: (check one) 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 ARTHUR BURK 50BREEZEAVE RONKONKOMA, NY11779 ARTHUR BURK 50BREEZEAVE RONKONKOMA, NY11779 Located at 2555 KENNEYS RD SOUTHOLD, NY 11971 Application Number: 4004095 Certificate Number: 4004095 Section: Block: Lot: Building Permit: * BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Outside, Attic, 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 the2-~rd Day of Jane, 2009. Name QTY Rathe Rating q?ircuit~ Type Alarm and emergency equipment Sensor I 0 0 CarMon/Smoke Sensor 4 0 0 Smoke Appliances and Accessories Dish Washer I 0 1.2 KW Exhaust Fan 2 0 F.H.P Hydro Massage Tub (Therapeutic) 1 0 Wiring And Devices AFCi 2 0 Fixture 11 0 Incandescent GFCl Circuit~Breaker I 0 Outlet 11 0 Fixture Outlet 46 0 Gen, Purpose Receptacle 1 0 308 Dryer RecaptacJe 4 0 GFCl Receptacle 33 0 Gen, Purpose Switch 14 0 Gen, Purpose seal Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 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 ARTHUR BURK ARTHUR BURK 50 BREEZE AVE 50 BREEZE AVE RONKONKOMA,NY 11779 RONKONKOMA, NY 11779 Located at 2555 KENNEYS RD SOUTHOLD, NY 11971 Application Number: 400409S Certificate Number: 4904095 Section: Block: Lot: Building Permit: * BDC: ns11 Described as a Residential occupancy, wherein the premises electrica systel-n tonsisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Outside, Attic, 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 the23rd Day of Ja.e, Nitm~ QTY Rat.__ge Ratine Circuits Ty~ seal 2 or This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 07-23-09;I9:02 915166813854 Town ilall A~x 5~375 Main Road P.O. Box 1179 Southold. New Yod~ 11'gq1.0959 Telepl-a~e (631 ) 765-1802 Fax (631) 765..9~02 BUILDING DEPARTMF2~ TOWN OF $OUTHOLD C ERtl' I1~ ICAT ION Building Permit No, 3 S ~ '7~ (Please print) I c~ify that tim sold~ t~cl ia th© wat~ supply system ~ontain~ 1~ than 2/10 of 1% lead. /'~- (Plumbers Signatu~) ' JASON GIGLIO Notary P~blic State of New Yo~k No. 01GI6067008 Commission Expires 12J3/09 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PER~IT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERi, IT NO. 33674 Z Date FEBRUARY 7, 2008 Permission is hereby granted to: RONALD & ARTHUR BURK 50 BREEZE AVE RONKONKOMA,NY 11779 for : ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at County Tax ~ap No. 473889 Section 059 pursuant to application dated JANUARY Building Inspector to expire on AUGUST 2555 KENNYS RD SOUTHOLD Block 0007 Lot No. 004 29, 2008 and approved by the 7, 2009. Fee $ 200.00 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION ROUGH PLBG. INSULATION ~FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [~ROUGH PLBG. [ ], FOUNDATION 2ND [ ~STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] RRE RESISTANT CONSTRUCTION [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE ~"'~'~'~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] RO~JGH PLBG. [~/]~INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT FENETRATH)N REMARKS: DATE ~l/ ~ /0~ INSPECTOR ~/~f~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]~DATION 2ND [ ] INSULATION [~J FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS. ~ DATE INSPECTOR/~//~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR re;LO e4SVZCTXO~ ~ DaT~ I com~n;~TS W FO~ATION(1ST) ~ ~ /~ ~ ~ ~ ~' ~: ...................................... / ~ ' ~ FOUNDATION (~ND) / V ~ ~~ ~SL~ATION PER N.Y. ----~ STAIE ENERGY CODE ~ ' D F~ ~DITION~ COUNTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c 2/? ,2oo o-/? ,20 od' Expiration PERMIT NO. 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 Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: ~--->S ~' ~'_5 Building Inspector APPLICATION FOR BUILDING PERMIT Date ,20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. '~ (S~natur~pplicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~C~/q"t~ ~, g"~-'g a/lO/ ~,/~t] (As on the tax roll or latest deed) If applicant is a coqooration, signature of duly authorized ofricer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which~ proposed work will b._e done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision g~/e~ ~ I~O (2e~ O (Name) S9 Block ~ -r -Lot Filed Map No. ~/~90 ,., Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ,L",4,~4/£~t ~o',~ ~ b. Intended use and occupancy ~'~1_ ~ j ~t 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars /2/'xl Addition Other Work Alteration (Description) Fee (To be paid on Number of dwelling units on each po~( ~,~ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front .~2/' Rear .~ ,,'~ / Depth Height Z 2. t Number of Stories / -t- 10. Date of Purchase Dimensions of same structure with alterations or additions: Front Depth 2~,4-t Height. 2 Zt / Dimensions of entire new construction: Front ~ Z Height 2 2 ~ Number of Stories / Size of lot: ]Front .;~ ~;k / Rear Number of Stories / ~ d,~ rT- / ~ 2 .Depth q Rear Rear 73"'0 ~ ~ Depth Name of Former Owner ~)~,Z 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ,~ 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NOX 14. Names of Owner of p~rre~m~e~s$/flet'~4t''r~ ~('fi~'}~ Address~~ ~ Phone No.~/~ ~ ~ Nme ofArchitec~F~ ~ rgrg Address 125o $~ .... ,,. ~ .... ~ ,~ Phone No ~/~/~ Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY ~N~)IX"~I~_\ ~)'h kX)( ~ being duly sworn, deposes and says that (s)he is the applicant (Na~ o~ individual si'gning contract) above named, (S).e is the (C~L.I~ra~tor~ Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn_to.before me this.... ~ry Public 200 Signature of Applicant' MELANIE DOROSK1 NOTARY PUBLIC, State of New ~ No. 01D04634870 Qualified in Suffolk County ,') ,~ ~ Commission Expires September 30./,~.; ,© !/05/~00~ 01:07 FAX 631 744 407~ ~001 · ~n~_ ~-o$ NoT F,.Nctos~p- ~T ~s A LoFT 08-05-2008 12:18 SOUTHOLD BUILDING DEPT 16317659502 PAGE1 02-0D-2008 12:19 SOUTHOLD BUILDING DEPT 16317GS9S02 PRGE1 ~/0~/~00O 01;1~ F,~I 631 744 407~ GRATZER LoT- 4 E'~IgT,d~' bv,~ 02-05-2000 12:20 SOUTHOLD BUILDING DEPT 16JiT659502 PAGE1 TOWN OF OWNER ~ORM£R OWNER I LAND IMP. $OUTHOLD I~tOPERTY RECORD CARD VILLAGE W STREDr ,~..z~.,:~7~ ", TYPE OF BUILDING /¥-37 LOTW' c? TOTAL /o0 FARM COMM. IND. J CB. MISC. Est. Mkt. Value DATE 3/3 o / REMARKS IILDING CIDNDITIO . - ~ ~;, L% ~/ z~ /_ -~v,~ow '-~/ Value Per Acre FRONTAGE ON WATER Farm Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK Tillable 3 Woodland Swampland Brushland House Plot Total M. Bldg. Extension Extension Extension Foundation i Basement Ext. Walls Fire Place Porch Both ~"~ 4 ~ Floors ,~Z j~.,j ~ ~ ~ [Interior Finish ,Al ~ Heat ~Roof Type Rooms 1st Floor O, Bo I Porch Breezeway ~ Patio Rooms 2nd Floor Garage Driveway Dormer REScheck Software Version 4.0.1 Compliance Certificate Project Title: Burk Residence Report Date: o5/11/o7 Data filename: Untitied.rck Energy Code: New York State Energy Cons~vation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Etectric Glazing Area Percentage: 16% Heating Degree Days: 5750 Construction Site: Owner/Agent: 2555 Kenney's Road Burk Southold, NY Designer/Contracto~ Joseph Michael Gratzer Greizer & Gmlzer Amhitects 160 Broadway Rocky Point, NY 11778 Ceiling 1: Fist Ceiling or Scissor Truss: Wall 1: Wcxxl Frame. 16' o.c.: Window 1: Vinyl Frame:Double Pane with Low-E: Door 1: Soiid: Floor 1: All-Wood JoisETruss:Over Unconditioned Space: 640 30.0 0.0 22 535 15.0 0.0 33 88 0.340 30 17 0.500 9 640 30.0 0.0 21 The proposed building mpresenteq in this document is consistent w~th the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have b~en desigm~d to meet the New Yo~k State Energy Conservatio~ Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they am attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or r,~tio~ls are in compliance with this Code. J I Burk Resicle~ce Page I of 4 REScheck Software Version 4.0.1 Inspection Checklist Date: 05/11/07 Ceilings: [] Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: Wall 1: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: Windows: Window 1: Vinyl Frame:Doubte Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, desc#be feathres: #Panes Frame Type Tberrnal Break? Comments: [] Door 1: Solid. U-fac'toE 0.500 Comments: Floors: [] Floor 1: Alt-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Air Leakage: [] Joints, penetrations, and all other such openings th the building envelope that are sources of air leakage are sealacl. [] Recessed lights are 1) Type fC rated, or 2) installed inside an appropriate air-tight a~se~bly with a 0.5" clearance f~om combustible materials. If non-lC rated, fixtures are installed with a 3" clearance f~om insulation. Vapor Retarder: [] Installed on the warm4n-winter side of all non-vented framed ceilings, walla, and Materials Identification: [] Materials and equipment are installed in accordance with the manufacturer's installation insb-ucitons. [] Matedats and equipment are identified so that compliarme can be determined. [] Insulation R-values and glazing U-factom are clearly marked on the budding plans or specifications. Duct Insulation: I~ Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation ts not required on return ducts in Duct Construction: [] All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, Exceptions: Continuously welded and locking-type I(mgitndinal ~ts and seam~ o~ ducts operating at less than 2 in, w,g, (500 Pa)+ [] The HVAC system provides a means for balancing air and water systems. Temperature Controls: Each dwel~ng unit has at least one thermostat capable of automatically adjusting the space temperature set p~tht of the largest Zorle. Electric Systems: [] Separate elect dc meters exist for each dwelling unti. Fireplaces: [] Fireplaces are installed with tight fitting non-combustible fireplace doom. [] Fireplaces have a source of combustio~ air, as required by the Fkeplece 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 heatam with vertical pipe Asers have a hea~ t~ap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [] Circulating hot water pipes are insulated to the levels la Tab4e 1. Circulating Hot Water Systems: F~i Circulating hot water pipes are insulated to the levels in TalY, e 1. Swimming Pools: [] All heated swimming pools have an o~/off haater switch and a cover unless over 20% of the heating energy is from non-depletable soumes. Pool pumps have a time clock. Heating and Cooling Piping Insulation: r"l HVAC piping conveying fluids above 105 degrees F or chilled fluids betow 55 degrees F are insulated to the levels in Table 2. Burk Residence Page 3 of 4 TebYe 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Temperature (°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Te~np. Piping System Types Range(OF) Imlat~o~ T~d(ne~ bt Inches by Pipe Sizes Z' Runouts 1' and Less 1.2~' to 2.0' 2.5" to 4' Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (fro- ~ed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 NOTES TO FIELD: (Building Department Use O~ly) Burk Residence Page 4 of 4 S.C.T.M. NO. DIS1RICT: 1000 SECTION: 59 BLOCK: 7 LOT(S): 4 EL 32.8 69.9' 143.97' CL 35.76 EL 31.6 6' ROOF i? EL 33.7 S47°43' I 0"~ LOT 23 LOT 24 16.0' u~ ~ 0~4~~' ~ O~RHANG ~ ~rL 33.9 - EL 35.( _, ~ CL 35.16 144.49' ARIA: 10,831.60 S@.FT. or 0.25 ACRES aEVA,~OA,~:_~_S__S_?_?_ ............ survey or: LOT 24 u^, or: K£NN'--CWOOD FIL£D: MARCH 3,0, 1954 NO.2180 S~TUI~O AT: $OUTHOLD TOWN ~-: $OUTHOLD SUFFOLK COUNTY, NEW YORK FILE # 27--88 SCALE: 1'=20' DATE:AUG. 17, 2007 CERTIFIED TO: ARTHUR J. BURK; KENNETH M. W'OYCHUK L.S, I'.~nd Surveyinj and Desijn P.O. BOX ~ J~A.'/'II'I'IJ*CJ~ N.Y. IlO§i~ Peoi~ (oat) ~e-t~ee F~ (e~s) ase-t~ae PROPOSED SEPTIC SYSTEM DETAIL 1' OL ~I~OUJN 81LT¥ ~AND LUATER IN t~I~OLUN $IL?Y ~Z'NID 44' WATER IN tBROLUN FINE TO MEI)IUM ~ND Lg~,TER ENC. OUNTEI;~ED TE~T HOLE i'lcD©N~LD GEO.~CIENCE II/OG/O'I SANITARY GENERAL NOTES: 1-1/2 STY. FRM. HOUSE WOOD DECK DEEP ~' ROOF I 1000 GAL. OVERHANG I S 47°43'40" W 144.4q' SEWAGE DISPOSAL DESZGN CALCULATIONS SEWAGE DISPOSAL SYSTEM DESIGN SEPTIC TANK REQUIRED N P R SITE PLAN SCALE: 1"= 20'-0' ~.~_ EXISTING (~ EXPANSION POOL Z Z / I Town Of Southold P.O Box 1179 Southold, NY 11971 Date: 01/29/08 * * * RECEIPT * * * Receipt~: 10273 Transaction(s): 1 1 Septic Permit - Construct - Resid. Reference 3774 Subtotal $10.00 Cash Total Paid: $10.00 Name: Burk, Adhur 50 Breeze Ave Ronkonkoma, NY 11779 Clerk ID: CAROLH Internal ID: 3774 Id, P'L'UMBER ~ER¢I TI ALI: PLUMBING WASTE ON LEAD CONr. ENT BEFORE & WATER LINES NEED CER'/'/FICA TE OF OCCUPANCY SOLDER USED IN WA TER SUPPLY S, YS, TEM CANNOT EXCEED 2/IOOF 1% LEA'D. ALL CONSTRUCTION SHALL MEET THE REQUIREP:,O,ITS OF THE. CODES OF NEW YOhK STA'i'E. CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. occUPANCY OR USE tS UNLAWFUL WITHOUT CERTiFiCATE OF oCCUPANCY TESTING BEFORE COVERING APPP, gVED AS NOTED NOTIFY BUILDIIIG DEPARTMENT AT 765-1802 8AM TO FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION ' TWO REQUIRED FOR POURED CONCRETE 2, ROUGH - FRAMING & PLUMgING 3, INSULATION 4. FINAL * CONSTRUCTION MUST BE COMPLETE FOR C.C. ALL CONSTRUOTION SHALL MEET THE REQUIREMENTS OFTRB( YORK STATE. NOT RESPONSIBLE DESIGN OR CONSTRUOTION RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE L.&¥, I# )Il I t I I L/ -t I I I I ,I II i-I I I / Window Schedule - t~ll /11 r ' e r e 'on' herefore the lass i r nh'ed to m ' ' ' Note: Thehouseis Iocatedmahlghwindbor~ed b br F , t g 's eq eettheeriter]aofthelar~emmlle test ASTM E 1996 and E 1886---However: The owaer Jsinstelllng structural shutters that conform to R 301.2.1~2--Excepfion Therefore, the glass will not be required to meet the large m~slle test required. ......... ~ ~.~ ~ , , _:.. . ~, /~'~"'''~''~'''"~'' / . ........... '_.L.:~ '_:__.' .~' ]TV~I~ ffod~a~ ,I~'' I~ E~ MEET . I ~ ~ 0~. -- ~ ~ - ,,~ m~ ~. IIIIII II1.111 :...-:~~~~ Illl~' II,Ill '~. .' ~..~,K~j:~,:] ~~~ "" .... ~'~~~-~ ~ ............ ~ ~l -Ill I I/ q~, I O" ~ ~< J /~ .... ~:~.~ Il ~WALL SEGMEN~.~AIL - -'"'"' '--""-'"" ....,, , 1~ NAiL AT~4 ~N. O,C. ~ 8d NAIL AT a IN O,C. (ALL PANEL EDGES) 4, C.C. ON ALL FRAMING MEMEERS NOT AT PANEL EDGES INSTALLED IN ACCORDANCE WITH TABLE P.602.3(1) (al OUTSIDE CORNER DETAIL MEMBERS AT PANEL EDG O,C. ON ALL FRAMING ME AT PANEL EDGES INSTALLED IN ACCORDANCE WITH TABLE RaD2.3U ) ii. ON ALL FRAMING ~GES AND 12 IN. EMBERS NOT (b) INSIDE CORNER DETPJ L ~Tablo 3.7 Rafter/Cellini[ Joist Heel Joint Connection Requirements for 20 psf Roof Lire'Load Rnl~er RaEer On.) 24 5/6 4/5 APPLY ANCHORE THROUGH FLANGE IN ACCORDANCE Wl~'l PUBLISHED MANUFACTURER'S RECOMMENDATIONS. Table 3.8 MTS16 PHOS-EDS3 (minimum double stud) LTP4 TaMe Roof Sheathing Attachment Requirements for Wind Lends Well ~'4methlai[ Attaelm~eot Requirements for Wind Loads EXPOSURE 'liB" R 301.2.1.4 THE FOLLOWIN~ REFERENCE STANDARD WAS USED IN THE DESIG~I OF THE Amenean Forest and P.a. per &ssociafio, n (AF& PA) Wood Frame Constr~cflon M~n~al for on~ and two fa, rally dwe,.llln~ R ~OL1 L! DESION CONDITIONS: TABt. . R301.2 (1) Ground Snow Load-- 45 PSF W~d.Speed.--.MPH i20 ~'IFH Semmm Design Category-- "C" Weathering--Severe Frost Line Depth-- 3'-0" Termite Probability-- Moderate to Heavy Decay Probability-- Slight to Moderate Winter Design Temperature ll°F (Table W ll0,2) Ice Shield Underlayment- Requ/red--YES-Rg05.2.7.1 Flood Hazard--NO Table 3.3A Rafter/Cellini Joist to Top Plate Lateral and Shear connection ' Requirements (Preeorlptlve Alternative to Table 3.3) ~able 3.4 Ridge Tension Strap Conneotlon Requirements 1 Tsble 3.t - Nallln~ Schedule ' ' ' ENERGY NOTES: 1. All construction shall be accordance with the requirements of the N.Y. State Energy Conservation Construction Code latest addition at the time of the permit approval, ' 2. Exterior doors and door at the garage U=.40 max. 3. Windows and ail glass U=,30 max. 4. All fireplaces to be provided with a damper for outside combustion air. 150-200 c,f.m, flue to have tight sealed damper-max air leakage 20 c,f.m. 5. It shall be {he responsibility of the Contractor to submit the size, design and type of mechanical system which will be used in sufficient detail as required by the Building Department. 6. Alt thermostats shall be adjustable 45-75 degrees F. for combination heating and cooling thermostats the range shall be 45-85 degrees F. ~. Combustion equipment for furnace heating and water heating shall have a minimum combustion efficiency of 75% and have standby losses less than the code specified maximum based on actual equip, sent size. 8. Insulate all pipes and ducts as per code, 9. Water sentico temperature controls shall be set at 1400 F maximum. ~I'b:AII lavatories and showers shall be equipped' with devices to limit hot, water flow to a maximum of 3 g.p.m. @ 60 p.s.i, prassdre, 11. HVAC cooling equipment shall be rated Jn accordance with table 503.2 of the Energy Code: min. EER (efficiency) shall be as specified in Energy Code 504.2. 12. Thermal transmittance valves shall not be greater tha~ the valve,* tabulated in tables 502.2 of the Energy Code zone 11B. 13.AII materiel capable of absorbing moisture shall be protected by a vapor barrier located on the winter warm side of insulation. 14. Insulation shall be installed in a manner that provides for continuity of · insulation at plate lines, band Joists and comers. ARCHITEC'F'S STATEMENT I Joseph Gratzer. Architect, state that to the best of my knowledge, belief and professional judgment that the plans and specifications in these drawings comply with the N.Y. State Energy Conservation Construction Code. TABLE R301.4 . MINIMUM UNIFORMLY DISTRIBUTED LiVE LOADS {in pounds per aqua. re foot) USE ' LIVE LOAD Exterior balconies" 60 Decksr " 40 Paliscngcr vehicle garagesa , $0a Attics without storageb,e ! 0 Attics with storageb.e 20 Rooms other than sleeping ¥ooms 40 Slc,~ping rooms 30 Stairs 40¢ Guardrails and handrailsd ', 200 For Sl:ti poundlmUnd =4,4sPar squareN, foot = 0.0479 kN/m2, I square inch = 645 mm2, a. Elevated garage fleers shall be capable of supporting a 2,000-pohnd load applied uvcra 2~-square-inch ar~a. b. No storu~ with roo~Slope not over ~ units ~n 12 uniLs, 4 d, R602.8 Firebtueldn§ requ~ed, Fireblocking shall he pro* vided to cut offall concealed flraa openings (both vertical and by S/4-thch (19.1 mm) pmieleboard, I/s.inch (I2.7 mm) 3.2.1.7 Wall Assembly or S/ii ?late to Foundation Sill ¢; of Table 3,2 m' Table 3,2A. When Table 3,2A is usedl anchor bolts shall have a minimum bolt diameter of ~ insh. A minimurn of one anchor boll shall he provided within 6 to 12 inches of each end of each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete foundations and sldbs-on-grade or 15 inches in masonry black foundations (see Figures &la-c). Anchor bolts shall be located within 12 inches of corners and at spacings not ex-ceding the req nirements specified in Table a' 3,2A, Sill plates or bottom plates shall have full bearipg 3,2.2 Uplift Connections 3.2.2.1 RanfAssembly to Wall Assembly Rafter or mass to wail smd upflfl annneclions shall be ~n accordance with the requirements of Table 3.3 or Table 3.3/]. When rafters os trusses do not fall in line with studs below, rafters or masses shall be attached to the wall top plate and the wall top plate shall be attached to the wail stud with uplift connections in accordance with Table 3.3, .2.2.2 Wall Assembly to Wall Assembly~. Wall smd to wMl stud uplih connections shall be in accor- dance with the requirements of Table 3.3 or Table 3.3B. When studs above do not fall in llne with studs below, the studs shall be attached to a common member ir~the floor assembly with uplift eonnasfions in accordance-a~th Table 3.3. 3.2.2.3 Wall Assembly to Foundation First floor wall studs shall be connected to the founda- tion, sill plate, or bottom plate in accordance with the re. qturements of Table 3,2 or Table 33B (see Figures 3. I a- el. When Tabld 3,3B is used, a minimum of 1 ~A"x20 gage steal strap shall be nailed to the studs n accordance with Tab e 3.31] Steel straps shall have a minimum embed- meat of 7 inches .in concrete foundations and slabs-on- grade, 15 inches in masomy block foundations, or be lapped under the plate and nailed in accordance wit2 Table 3,3B (see Figures 3.1 a.c) When the steal strap is lapped under the bottom plate. 3-inch square washers shall be used un the anchor bolts and anchor boll spacings shall not exceed the requirements specified in Table 3.2B, Steel straps embedded in or in contact with slab-on-grade or masnnry block foundations shall he hot-dipped galvanized after fabrication, or manufactured from galvmaized steal coated with a minimum of ] .g oz. of ainc pe~ square foot of steel detel~ninefl by using the ASTM A 90 Triple Spol Test. 3.2.3 Overturning Resistance 23.2.3.1 Holddowns Holddowns shall be provided as specified in the sheerwai1 requirements of Tables 3.15A-B for Wail Type I or Table 3.16 for Wall Type II selected in accordance with 3.4.4,2 (see Figures 3,Ye-b). A continuous load path ~rom the haiddown m the foundation shall be maintained. ~ghere a holddowq resists the overturning load from t~e:s[ory or stories above, the hnifidown shall he sized for the required · holddown tension capacity at its level plus the required , halddown tension capacity of the story or stories above, Table 3.2A Sill or Bottom Plate to Foundation Anchor Bolt Connections Resisting Lateral & Shear Loads (Prescriptive Alternative to Table 3.2) liT' ANCHOR BOLTS (mptu 5t8" PuNCHOR BOLTS 36 Table S.3B Uplift Strap Connection Requirements (Roof-to-Wall, Wall-to-Wall, and Wall-to-Foundation) (Prescriptive Alternative to Table 3.3) ' GENERAL NOTES: 1, All construction is to conform to N.Y. State and local building codes. 2. All plumb!ng is to conform to County and local health department ~ requirements. 3. All electdc work is to conform to Local NEC and Underwriters requirements. 4. Contractor shall vedfy all dimensions and conditions in the field prior to construction. Notify the Architect of conflicts or discrepancies. 5. Do not scale the drawing. Wriffen dimensions shall take precedence over scaled ones. Larger scale details shall take precedence over smeller drawings. It is the intension of the drawings to provide for a complete job in aU respects. 6. The Architect shall be notified of all changes to the design. The Architect is not responsible for changes made without notification. 7. The contractor shall be responsible for adequate bracing of all work during the construction against breaking, collapse, distortion and misalignment according to all codes, standards and good practice. 8. Provide smoke and carbon monoxide detectors as per N.Y. State codes. 9. The !nstallation of all materials and products shall meet all manufacturers raqulrements. 10. Concrete Is to be 3000p.s.L minimum on 2 ton per square foot soil beadng capacity. Verify soil-bearing capacity in the field. 11. Double frame around all openings under parallel partitions and under bathrooms. 12. 'Teco' connections required at all flush structural load carrying conditions. 13,AII framing lumber is to bo Douglas Fir 8L2 fb = 1150, p.s.i. E=1.4rs, p.s.i. 14.AIl headers and girders to be Douglas Fir W~2/o=1250, p,s.L E=l.7m p.s.i. 15. A!I exterior deck framing shall be CCA treated. 16. The Architect allows one structure to be built with this set of plans, with one building permit. The Architect shall not be responsible for additional structures built using these plans. 17. Pre-fabricated fireplaces, all flues shall be UL approved. 18.Ali headers not noted ere to be (2) - 2' x 12'. 19, Bridging to be of solid wood blocking and fire stops. 20. Provide damprooflog at exterior foundation wails. 21. All flitch plates L.V.L.'s and girdera are to bear on solid wood posts and have solid blocking down.td'foundation wails., 22. All joists and rafters are to be bridged @ 8'-0 o.c. 23. Intedor bearing walls are to be blocked @ 4'-0" o.c. 24. Steel ASTM A-36 painted bolts as noted (A307), welds-E70XX, reinforcement ASTM gr.60. 25. Record Architect is not responsible for supervision, inspection or adm n stration of this project. ' P CES V-A Dishwasher 2550 Washer 2225 Dryer 1850 Cook Top 2160 Rofl'igerator 2800 Oven 6225 Boiler (oxistiag) 1850 TOTAL APPLIANCE VA 19660. VA M C ? C4L NOT S: TIle Mechanical System shall be installed in accordance with the requirements of Chapters 12=-24 of the Residential Code of New York Stat~ The Existing Mechanical system is in good condition and is capable of handling the additional loads as per New York State Chapter Nll0L2.1, Chapter 1101.2.~ and AJ202.2. The electrical system shall be installed in accordance with the requirements of Chapters 33 42 of the Residential Code of New York NOTES; Thc PMmbing shall be i~stallcd in accordance with the requirements of Chapters ~--32 of the Residential'Code of New York STRUC , NOTES: The existing stnmtural System, Foundation and Footings are adequate to support the additional load of the second floor addition. Pmsariptlvo Design Limitations GE RAL NO S; The Dryer: ~hall be vented to the exterior in accordauce with Section M 1SO1 2. AIl Glazing: ~h,ll comply with Section R ~08 In All Frumed Walls, Floors end Roof/Ceilings: comprising elements of the building thermal envelope, a moisture vapor retarder shall be installed on the warm-in-winter side of the inuulatien in accordance with Section R 322 Wall and Ceflinu: finishes shall have a flame-spread classification 0fnot greater than 200 with a smoke-developed index of not greater th.an 450 in accordance with Section R 319 Insulation: shall have a flame-spread index of not greater than 25 with a smoke-developed index of not greater than 450 in accorda-ce with Section R 320 6. Interior Wall Covering: shall be in accordance with Section R 702.3 7. Exterior Wall Covering: nhall be in accordance with Section R 703.4 8. Asphalt Shin~les shall,be installed ia accord~ce with Seefio~ ,R 9OS.2~ R602.10 BI~c~o WAI~L LllW~S Braces wall panels shall consist of Method #3 R602.10.3 (wood stmotoral panel sheathing) ~">5/16" olc Braced wall panel length shall conform to table R602.10.1 located at each end and ~t least cvery 25' . All vemeal joints of panel sheal3ing shall coeur over studs. Horizontal joints m braced panels shall oeeor over blocking. Braced wall panels ~o? plates shall lx~ fastened to the floor framlng and top plates shall be Exterior window and glass doors assemblies ~hall be anchored as por 613.5(5) through the flange. R613.6.~ MmJ~ONS Mullions ~hull be tested by' an approved testing laboratory and adhere to senflons R613.2, R61~3.3 and R613.4. R613 6.3 DEFUgCTIO8 . Mullions shall be capable of resisting the design presaure loads applied by the windows and door assemblies without deflecting raore than L/175. R613 6.4 Sa~'~T~ FACTOR Mltllions ~hall be capable of resisting th~ design pressure times 1.$ applied to th~ window and door asserabliea. SECTION M1SDI CLOTHES DRYERS EXHAUST M1501.2 Exhaust duct size. The minimum diameter &the exhaust duct shaD be as roeommendad by the manufacturer and M1S01.3 Length llmRatian. Themaximumlength cfa clothes dryer exhaust duct shallnot exceed 25 feet (7620 mm) from the dryer location tn the wall or roof termthanon, The maximum length &the duct shall be reduced 2.5 fe~; (762 mml for each 45-clcgree (DI,YD tad) bend and 5 f~t (1524 mm) for cash 9O-dagree (1.6 rad) bend, The maximum length of the eximusl duct does not include the transiimn duet. 1. Wncr¢ a clothas dryer booal~,r fan is installed and listed and label~ for the applinmmn, the maximum lemgth cinthes ~er booster fan is ~s~lled ~d not muddy ac- R404.4.6 Reinforcing steel. R404.4.6.1 General. Reinforcing steel shall meet the requirements ofASTM A 615, A 706 or A g96. The rahs- mum yield strength ofreinfommg steel shad be 40,000 psi (Grade 40) (276 MPa). Veninal and horlzon~ wall rem- fore:meats shall be placed no closer to the outside face of the wall than one-half the wall thinkness, Steel rmnforee- cordance with AC1 318, pcnnined m be reduced to 3/4 ineb (19.1 nun). R403.1.4 Minimum depth. All extehor Footings and foundation systems shall extend beinw the frost line speci- fied in Table P,301.2(1 ). All exterior footings shall be placed at least 12 inxhes 005 mm/ below the undistfirbed ground. cordance with Section R403.3 and footings and forints-' below the frost line. In Seismic Dss/gu Categories Di and D2. interior footing~ supporting bearing or bracing walls and cast monollthieally with a slab on grade shall extend to a depth of not less than 12 inches (350 mm) halow the top of slab. R403,I.S Slope. The top surface of foolings shall be level. The bottom surface offoohngs shall not have a slope exceed* lng one unit vertical in 10 units hotizonml (10-per~nt slope), Footings shall be stepped where it Is necessary to cimugr the elevation of the top surface of thc footings or where the slope of the honom surface of the footings wig slope). RESIDENT[AL CODE OF NEW YORK ~TATE R404.1 Concrete and manonr foundation walls. Concrete and masonry foundation walls shall be selected and constructed in accordance with the provisions of This section or in accordance with AC~ 318 or AC~ 530/ASCE 5/TMS 402. R404.4.6.! GoRErol. Reinforcing steel shell meet the requirements of ASTM A 615. A 616, A 617 or A 706. The minimum yield strength af reinforcing steel shall bo 40,000 psi (&rede 40) (276 MPa). Vertical end horizontal wall reinforcements shall be placed no closer to the outside face of the wall than one-half the wall thickness. Steel reinforcement for foundation walls shall have concrete cover in accordance with AC~ 318. R402,2 CDncrste. Concrete shell have a minimum specified compressive strength as shown in Table R402.2 Concrete subject to weathering as indicated in Table R$01.2(1) shall be air entrained as specified in Table R40~.2. The maximum weight of fly ash, other pozzolREs, silica fume, or slag that is included in concrete mixtures for garage floor slabs and for exterior por~hes, carport slabs, and steps that will be exposed to deicing chemicals shall net exceed the perceatnges of the total weight of cemeatittous materials. Materials used to produce conc~te and testing theeeof shall comply with the applicable standards listed Jn AC~ 3~8. ~n ndditinn to the cements permitted by ACT 318, cement complying with ASTM C 1157 is permitted R403. 1.4 Minimum depth. All exterior footings and foundation systems shall extend below the frost line specified in Table R30!.B(1). Alt exterior footings shall be placed at lesst lB inches (350 mm) below the undisturbed ground. TABLE R402,2 MZNTMUM SPEC:F~Eb COMPRESSZVE STRENGTH OF CONCRETF TVPE OR LOCA'I'[ONS OF CONCRETE CONSTRUe ~ ~ON a~semeat walls, foundations and other concrete not expnsnd to the weather COMPRESSTVE STREN&TH a(f'e) grade, except garage floor slabs /~osement"walis, foundation walls~ exterior walls end other vertical~ ~ncrete work exposed to the westh~ R602.6 - R602.1fl RS02.1g Drni~topping required. When there is usable space both above and below the coneeahid space of a floor/ceiling assembly, flraflsmps shall be installed so that the area of the concealed space does not exceed 1,000 square feet (92.9 m2). Drai~stoppthg shall divide the concealed space into approxi- mately equal areas, Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, dratintepping shall be provided in floodceillng assemblies under the follow- ing circumstances. 1, Cai]hie ~s suspended under the Dloor l}ammg. 2. Floor framing Is constructed of truss-rype open-web or perforated members. Rfig2.12.1 Materials. Draftstopping mateimls shall not be less than /-inch (1-7 mm) gypsum board, /~-inch (9,5 mm) wood structural panels, a/s-mob (9.5 mm) Type 2-M-W particleboard adequately supported, Dmflstoppmg <g shall be/ns[alhid parallel to the floor framing members The <~ mtegrgy et'all dra~stops shall be maintained. RSOLI3 Firebloelting required. Fireblocking shall be pro- v[defl in wood-frame floor constracdan and floor-ceiling assemblies In accordance with Secnon R602.8. Porches, carport slabs and steps exposed to the weather, and garage floor slabs a. At 28 days psi. b. SRE Table REJ01.2(1) for weathering potential. Weatberina ostential (b) Neqliqible Moderate 2,500 2,500 2,500 2,500 .~,500 c 2,500 3,000d~ 2,500 3,000d,e c. Concrete in these locations that may be sub jest to freezing and thawing during construction shall be air- entrained concrete in accordance with footnote d. d. Concrete shall be air entrained. Total air content (percent by volume of concrete) shall not be less than 5 percent or more than 7 percent. e. See §RR402.2 for minimum cement content. R404. ! .6 Heiaht above finished arede. Concrete end masonry foundation walls shall extend above the finished grade adjacent to the foundation et all points e minimum of 4 inches (~0~ mm) where masonry veneer is used and e minimum of 6 inches 0§2 mm) elsewhere. R401,3 Drainage. Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so es to not create a hazard. Lots shall be graded so as to drain surface water away from foundation walls. The grade away from foundation wails shall fall a minimum of 6 inches (1§2 mm) within the first 10 feet (3048 mm). R3;73.3 Fasteners. Fasteners for pressure preservative and fire-retordant-treated wood shall be of hot- dipped galvanized steel, stainless steel, silicon bronze or copper. EXCEPTION: One-half-inch (12,7 mm) diameter Dr greater steel bolts a,807 A ~ ~ zC ACCESS 17.1 Attic access. Zn buildings with combustible ceiling or roof construction, an attic access opening shall be ~ided to attic areas that exceed 30 square feet (2.8 m2) and have a vertical height of 30 inches (762 mm) or afar. rough-framed opening shall not be less than 22 inches by 30 inches (559 mm by 762 mm) end shall be located lin allwny or other readily accessible location, A 30-inch (76Z mm) minimum unobstructed headroom n the attic ce shall be provided at some point above the access opening. ~re mechan/cal equ/pment is located/n R1003.12 Mantel and trim. Woodworh m' other eombustihle materials shall not bepl~med within 6 inchas ( 1 $2 mm) cfa fire- place opening, Combustible material within 12 inches 005 mm) of the fireplace opeldng shall not project more than inch (3,2 mm) for each l -inch (25 4 zmll) dlsmuce from such opening, R1003.13 Fireplace firebincking. See Sa~tion R602.8. SECTION R1004 FACTORY-BUILT FIREPLACES RI004.1 General. Factory-imifl fireplaces shall be listed ~ee RM,t 305.1.$ £or acces~ requ/remenf$ SECTION Rt002 FACTORY-BUILT CHIMNEYS Type HJlrequirements of UL 103, 103, R1001,1g Chimney fireblocking. All spaces between chim- neys and floors and ceifings through which chin~mys pass shall be firebtheked with noncombustible matenal secaraly thatened in place. The firebtoeking of spaces between chimneys and wood joists, beams or headers shall be m a depth oF l theh (25.4 ram) aud shall ouly be placed on slrips of metal or metal lath laid across the spaces between combustible material and the chimney. RI001.17 Chimney crickets. Chimneys shall be provided wtth crickets when the dimension parallel to tile ddgalthe is greater than 30 inches (762 mm) and does not intersect the ndgeline. The intersection of the eneket and the chimney shall he ll~hed and eounteffiashed in the same manner as narmal roof-chimney interseetinas. Crickets shall be constructed m compliance with Figure RIO01.17 and Table RI001.17. SECTION R309 GARAGES AND CARPORTS RJ0~.I Opening protection. Openings from a private g~ragc .directly mm a room used for sleeping purposes shall not be per- mittafl. Other openings between the garage and residence shad be equipped with a 4~-minute fire-rated door assembly equipped with a self-closine daviq~ R~09.1.I Duet penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constracted cfa minimum No. 26 gage (0.48 mm) sheet steel and shall have no openings into the garage. 1~09.2 Separation required. The garage shall be separated R314 STAIRWAYS R314.1 Width. Stairways shall not be less than 36 inches (914 mm) in clear width et all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4.5 inches (I14 mm) On either side of the stairway and the minimum clear width of the stairway UT and below the handrail height, including treads and landings, shall not be less than 31.5 Ihches (787 mm) where a handrail is installed on one side and 27 inches (628 mm) where hREdreJls are provided on both sides. Exception:. The width of spiral sea rwnys shall be in accordance with §RR314.5. R314.2 Treads and riser_______~s. The maximum riser height shall be 8-1/4 Mches (209 mm) and the minimum tread depth shall be g inches (222 mm). The riser height shall be measured vertically between leading edges of the adjacent treads. The tread depth shDII be measured horizontally between the vorflcel planes of the foremost projection of adjacent treads and at e right angle to the tread's leading edge. The walking surface of treads and landings of a stairway shall be sloped no steeper than one unit vertical in 48 units horizontal (2-perceut slope). The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). R314.2.1 Profile. The radius of curvature at the leading edge Df the tread shall be no greeter than 9/16 inch (14.3 mm). A ncsing not less than 3/4 inch (19.1 mm) but not more than 1-1/4 inches (3;~ mm) shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing p~ojectian by more R308 GLATTNG R308.4 HDzardous locations. The following shall be considered specific hazardous locations for the purposes Df glozing: 1, &lazing in side-hinged doors except jalousies. 2. Glazing {n fixed and sliding panels of sliding door assemblies and panels in sliding and bifo~ld closet door asse~nblies. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot ~ubs, whirlpools, saunas, steam roams, bathtubs and showers. &lanlng in any pDrt of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 Inches (1524 mm) measured vertically above any standMg ar walking surface. 6. Glazing, in an Individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24-inch (610 mm) arc of the door in a closed position and whose bottom edge Is less than 60 inches (1524 mm) above the floor or walkMg surface. 7. Glazing in an individual fixed or operable panel, other than those locations described in Ztems 5 and 6 above, / than g/8 inch (9.5 mm) between two stories, including the nosing at the level of floors and landings. Beveling of ¥ H that m~cts all of the following conditions: nosing shall not exceed 1/2 inch (12.7 mm). Risers shell be vertical or sloped from the underside of the leading edge odenCene lavcrof°r its sattm'&_ineh.thick.SUch cn~sb'nctinnTvne. X. ~vosumSfiall beboard.nrotectedin~tauedWith that the opening bel~ecen treads does nut permit the passage of a 4-1~ch-d[Dmcter (10~ mm) sphere. 7.1. Exposed area of an individual pane 9rearer than 9 square feet (0.836 m2). SECTION R317 SMOKE ALARMS ~ R317.1 Single- and ma fiiple-~tation smoke alarms. Single- and muldple-stetinn smoke alarms shall be installed in the following incationa: I. In each sleepingronm. 1. A nosing is not required where the tread depth is a minimum of 11 inches (279 mm). 2. The opening batweea adjacent treads is not limited on stairs with a total rise of 30 inches (76Z mm) er less. R314 3 Headroom. The minimum headroom in all parts of the stairway shall not be less than 6 feet, 8 inches (2032 mm) measured vertically from the sloped plane adjoinin9 the tread nosing or from the floor surface of the landing or platform. R314 4 Winders. Winders ere permitted, provided that the width of the tread at a point not more than 12 inches (305 mm) from the side where the treads are narrower Is not less than 10 Inches (254 mm) and the minimum width' af any tread is not Jess than 6 inches (15;~ mm). The ccefinuous handrail required by §RR315A shall be located on the side where the tread Is narrower. R314.5 Spiral stairs. Spiral stairways are permitted for interior use es a component of the means of egress fearn a habitable room, a beszment Dr an attic, provided the mM[mum treDd width shall be 26 inches (660 mm) with each tread having a 7-1/2-inch (190 ruth) minimum tread depth at 12 inches (305 mm) from the narrow edge. All treads shell be identical, and the rise shall be no more than 9-1/2 inches (241 mm). A minimum headroom of 6 feet, 6 inches (1982 mm) shall be provided. A spiral stair is not permM-ted to be the only means of egress from a story of a bugdlng. R314.6 Circular stairways, Circular stairways shall have a tread depth at a point not more than 12 inches (305 mm) from the side where the treads are narrower of not less than 11 inches (279 mm) and the minimum depth of any tread shall not be less than 6 inches (152 mm). Tread depth at any walking line, measured e consistent dintance from a side of the stairway, shall be uniform es specified In §RR314.~. '-7 :lluminction. All stairs shell be provided with illumination in accordance with R303,4. ,.S Under ~ta~r rntectiDn. Enclosed accessible space under stairs shall have walls, under stair surface and any ts protected on the enclosed side with 1/2-hich (lg.7 mm) gypsum board. 1.9 Bulkhead enclosure stairwa s. Stairways serving bulkhead enclosures not part of the required building egress ~roviding access from the outside grade level to the basement shaft be exempt from the requirements af i12, §RRJl4 and §RRJl5 when the maximum height from the basement finished f~oor level to grade e~acant to ~tairway is covered by a bulkhead enclosure with hinged deers, 1.4 ~tairwa ilhanlnation. All interior and eXterior stairways shall ba provided with a means to iflumMate the · . including tho ~andings and treads. Zatar/ar stairways shall be prDvided with on artlfiDla~ light source Iocetnd ~e immediate vicinity of each landing of the stairway. For iatarinr stairs tho artlflcMI light sources shall be ble of illuminating treads and landings to levels not less than ;LO foot candies (108 Ix) taencared at the center of ds and landings. Exterior stairways shall be provided with an artifininl light source located Jn the immediate ity of the top landing of 1he stairway. Exterior stairways providing access to a baceme~ frum the outside · level shall be provided with an artificial light source located in the immediate vic/airy of the bottom landing of stairway. I~PT':ON: An artificial light source is not required at the top and bottom landing, provided an artificial light ce is located directly over each stairway sestJRE. R315 H___ANbRATLS Rg15.3 Handrails. Handrails having minimum and maximum heights of 34 inches and 38 inches (864 mm and 96B mm), respectively, measured vertically fram the nosing of the treads, shall be provided ran at leDst one side of stairways. All required handrails shall be continuous the full Mngth of the stairs with two or more risers from a point directly above the top riser afa flight to a point directly above the lowest riser of the flight. Ends shall be returned or shall terminate in newel posts or safety termlanls. Handrails adjacent to a wall shall have a space of not less than 1.5 inches (38 mm) between the wall and the handrail. . R315.2 Handrail ri size. All required handrails shall be Df one of the following types or provide equivalent grnspability. Type ]:. Handrails with a circular cross section shall have an outside diameter of at least 1-1/4 inches (32 mm) REd not greater than 2 inches (51 mm). Zf the handrail Is not circular it shall have a perimeter dimension of et least 4 inches (102 mm) and not greater then 6-1/4 inches (160 mm) with o maximum cross sect[an dimension of 2-1/4 inch~s (57 mm). Type Z/. Handrails with e perimeter greater than 6-1/4 inches (160 mm) shall provide e gracpable finger racers area on both sides of the profile. The finger recess shall begin within a distance of 3/4 Inch (19 mm) measured vertlcelty from the tallest portion of the profile and achieve D depth of et least 5/16 Inch (8 mm) within 7/B inch below the widest portion of the profile. This required depth shall continue for at least 3/8 inch (10 mm) to a level that is not ~ens then 1-3/4 inches (45 mm) below the tallest portion of the praflle. The minimum width of the hDndrail above the recess shall be 1-1/4 inches (32 mm) to a maximum Df B-3/4/aches (70 mm). Edges sh~[I have minimum radius of 0.01 inch (0.~5 mm). R316 &UARD$ R316.1 &usry. Porches, balconies ar raised floor surfaces located more than 30 inches (762 mm) above the floor or grade below shall hove guards not less than $6 inches(9/4 mm) in height. Open sides of stairs with ,a tatar rise of more than 30 inches (762 mrs) above the floor or grads below shall have guards not less than 34 lac:has (864 mm) in height measured vertically from the nosing sf the treads. R316.2 &uard open/an limitations. Required guards on open sides of stairways, ralced floor areas, balconies and perches shall have intermediate rails or aranmental closures that do not allow pesscge of D sphere 4 inches (102 or more in diameter. 7.2. Bottom edge less than 18 inches (457 mm) above the floor. 7.3. Top edge greater than 36 inches (914 mm) above the floor. 7.4. One or more walking surfaces within 36 laches (914 mm) horizontally of the glazing, 8. All glazing in railings regardless of an area or height above e walking surface. Zncluded ere structura~ baluster panels and nonstructural in-fflJ panels. 9. Glazing in walls and fences enclosing indoor and outdoor swimming peats, hot tubs REd spas where the bottom edge of the pool or spa side is tess than 60 inches (1524 tam) above a walking surface and within 60 inches (1524 mm) hor/zantolly of the water's edge. This shall apply to single 9losing and al~ panes in mulfipl~ 9lazing. 10. ~lazlng adjacent to atair~eys, landings and rmnps within 36 inches (914 mm) horlzoatally o~ a walking surface when the exposed surface of the glass is less than 60 inches (1524 mm) above the plane of the;adjacent walking surface. 11. Glazing a~ncant to stairways within 60 inches (1524 mm) horizontally of the bottom tread of e stairway in any direst/an when the exposed surface of the glass is less than 60 inches (1524 mm) above the nose of the tread. EXCF. PTZON: The following products, materials and uses ore exempt from the above hazardous locations= · 1. Openings in doors through which a 3-Mch (76 mm) sphere is unable to pass. 2. Decaratlve glass in ~tem 1, 6 or 7. 3. Glazing in §R~308.4, ~tem 6, when there is an intervening wall or other permanent barrier between the door and the 9lazing. 4. 6lazing In Se;elan §RR308.4, Ztem 6, in walls perpendicular to the plane of the door in a closed position Dr where access through the door is to a closet or starag~ area 3 feet (914 mm) or less in depth. - Glazing in these applications shall comply with §RR308.4, Item 7. 5. 6lazing in §R~308.4, Ztems 7 and 10, when e pratective bar is installed on the accessible side(s) of the glazing 36 inches t 2 inches (914 mm ~ 51 mm) above ?,he floor. The bar shall be capable of withstanding a horizontal load ef 50 pounds per linear foot (74.5 kg/m) without coatactJng the glass and be'a minimum of 1- 1/2 inches C38 mm) in height. 6. Outboard panes in insulating glass units and other multiple glazed panels in §RR308.4, Ztem 7, when the bottom edge of the glass is 25 feet (7620 mm) or more Dbove grade, a roof, walking surface', or other horizantar [within 45 degrees (0.79 red) of horizontal] ~urface adjacent to the glass exter!p~. 7, Louvered windows and Jalousies complying with the requirements of §1L~308.2. 8. Mirrors and other glass panels mounted or hung an a surface that provide a continuous backing support. PROTEc TON A&AINST DECAY R323.1 Location reauired. In areas subject to decay damage as established by Fig"re RRJ01.Z(7), the following Iocotionc shall require the use of an approved species and grade of lumber~ pressure preeervotiveJy trested in accordance with AWPA el, C2, C3, C4, C9, C15, C18, C~2, ¢23, C24, C28, P1, P2 and P3, or decay-resistant heartwood of redwood, black locust, or cedars::"' I. Wood ~oists or the bosom sf e wood structural floor when closer thbn 16~ches (457 mm) or wood ~¥dees when c~ose~ than ~ inches (305 mm) to ~posed g~und in ~rowl spaces o~ u~excewted area located within the peHphe~ of ?he building foundation. 2. All sills or plates that rest on concrete or masonry exterior wells and are less than 8 inches (203 m~) from exposed ground. 3. 5ills and slespers on e concrete or masonry slab that is in direct contact with the ground unless separated from such slab by an impervious moisture barrier. 4. The ends of wood girders entering exterior masonry or concrete walls having clearances of less than 0.5 inch (12.7 ~m) on tops, sides and ends. Woad s/~'ng, ~heath/n.q and wa//fram/n.~ on ~'he emer/or of a bu//d/n.q hav/n.q a c/earance of/ess f~a, r /nche~ (/,Se mm.) fr~m ~he 9raund. 6. Wood structural members supporting moisture-permeable floors or roofs that ere exposed to the weather, such gs concrete or masonry slabs, unless, separated from such floDr.~ or roofg by on impervigus mo sture barrier. 7. Wood furring strips or other wood framing members attached directly to the interior of exterior masonry walls or concrete walls below grade except where an approved vapor retarder is the wall end the furring strips or framing members. 2. qu!s!de of each separate s]eepthg area in the immediate wit). the provisions of this coda aud the hans ehold fire ~varmng EXCEPTION: The triangular openings formed by the riser, tread and bottom rail of a guard at the open side of a stairway are permitted to be of such e size that a sphere 6 inches (152 tam) cannot pass through. ~ro~ ~ ~ ~,~ O. II Window Schedule , '7 , '7 , ..... " ' ............. .... "' Note: The house b located ~ a high ~d bo~e debris re,on; therefore th~ gloss b ~q~red to meet the criteria of the large mls~e test ASTM E 1996 and E 188~H~e~ The o~er ~staH~g s~i shu~e~ ~hat ~nform to R 301.2.1.~Excepfion Therefore, the glass will not be requital ~ meet the large missile test r~red. "] I~ I~lqu~k Il. ~ ~D ~ ~6~¢Tl~ M~U~ F~ ONE ~ {3. ~LE LO~ CO~CT~ A~ ~RiUSE ~lTH TAIL ~ ~E INTO ~E~, ~ ~E~ HE~E~ NEET LO~ [ll~l ~1UD, PROVIDE (I) JAC..,K EI'UD + (2) FULL HEIaHT /. I H~LC,<m{~ ~,' ~m. [/" IH ~ 6GALE: N.T,9. I ".3_- L_ 8d NAIL AT S IN, O,C,' (ALL PANEL EDGES) 16d NAI WOOD STRUCTURAL PANEL qETALLED IN 4 CHAPTER 7 tAIL AT 12 IN. O.C, ON ALL FRAMING MEMBERS NOT AT INSTALLED IN ACCORDANCE PANEL EDGES WITH TABLE R602.3(11 (a) OUTSIDE CORNER DETAIL GYPEUM WALL BOARD IN~TALLED IN CHAPTER 7 (INTERIOR) 8d N~IL AT (] IN. O,C. ON Al MEMBERS AT PANEL EDG~ O,C. ON ALL FRAMING MEI AT PANEL EDGE8 ' WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH TABLE RBQ2.3(I) (bi INEIDE CORNER DBTAIL ~Tabla 3.7 Rafter/Cai Joint Connection Requirements for 20 per Roof LIveLoad Roof Spin (ft.) Roof Span (E.) Ra~er RaEet (in.) 3/4 1/10 6.00 5.00 4.00 S.00 ZOO 1.50 1.33 1.25 1.20 IAI APPLY ANCHORS THROUGH FLANGE iN ACCORDANCE WITH PUBLISHED MANUFACTURER'S RECOMMENDATIONS. FIGURE RB13.S THROUGH THE THROUGH THE F~hE PHDS-EDS3 MTE18 (minimum double stud) Table 3.8 Roof Sheathing Attachment Requirements for Wind Loads bio 3.9 Wall Sheathing Attachment Requirements for Wind Loads EXPOSURE "B" R 301.2.1.4 THE FOLLOV~riNG REFERENCE STANDARD WAS USED IN TH~ DESIGN OF THE STRUCTURE: American Forest and Pauer Ass0ciati0n (AF& PA) Wood Frame Construction Manual for ong and two family dwollin~ R 301.LI.1 DESIGN CONDITIONS: TABLe. R301.2 (1) Ground Snow Load-- 45 PSF WindSpeed--mlV~ I 20 J~IPH Seismic Design Category-- "C' Weathering--Severe Frost Line Depth-- 3'-0" Termite Probability-- Moderate to Heavy Decay Probability-- Slight to Moderate Winter Design Temperature--11 o F (Table W 110.2) Ice Shield Underlayment- Required--YES-Rg05.2.7.1 Flood Hazard--NO Table 3.3A Rafter/Calling Joint to Top Plate Literal and Shear Connestien Requirements (Prescriptive Altnreetlve to Table 3.3) Yable 3.4 24 8 Ridge Tenalon Strap Connection Requirements Table 3.1 ' Nailing Schedule AMERICAN WOOD COUNCIL ENERGY NOTES: 1. All construction shall be accordance with the requirements of the N,Y. State Energy Conservation Construction Code latest addition at'{he time of the permit approval, 2. Exterior doors and door at the garage Ua.40 max. 3. Windows aug all glass Ua,30 max. 4. All fireplaces to be provided with a damper for outside combustion air, 150-200 c.f,m, flue to hame tight sealed damper-max air leakage 20 c.f.m. 5. It shall be the responsibility of the Contractor to submit the size, design and type of mechanical system which will be used in sufficient detail as required by the Building Department. 6. All thermostats shall be adjustable 45-75 degrees F. for combination heating and cooling thermostats the range shaft be 45-85 degreee F, 7. Combustion equipment for furnace heating and water heating shall have a minimum combustion efficiency of 75% and have standby losses less than the code specified maximum based on actual equip, meat size. 8. Insulate all pipes and ducts as per code. 9. Water service temperature controls shall be set at 1400 F maximum. ~r0:Ali lavatories and showers shall be equipped with devices to limit hot water flow to a maximum of 3 g.p.m. ~ 60 p,s.i, pressure, 11. HVAC cooling equipment shall be rated in accordance with table 503.2 of the Energy Code: rain. EER (efficiency) shall be as specified in Energy Code 504.2. 12. Thermal transmittance valves shall not be greater than' the valve.,, tabulated in tables 502.2 of the Energy Code zone 1 lB. 13.AII material capable of absor'olng moisture shall be protected by e vapor barrier located on the winter warm side of insulation. 14. Insulation shall be installed in a manner that provides for continuity of . insulation at plate lines, band Joists and corners. ARCHITECTS STATEMENT I Joseph Gratzer, Amhitect, state that to the best of my knowledge, belief and professional judgment that the plans and specifications in these drawings comply with the N.Y. State Energy Conservation Construction Code. TABLE R301.4 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (In pounds par IqUS£1 foot) USE LIVE LOAD Exterior balconies .' 60 Decksf 40 Passenger vehicle garages' 50a Attics without storageb,e I 0 Attics with storageb,e 20 Rooms other than sleeping ¥ooms 40 Sleeping rooms 30 Stairs 40c Guardrails and handrails~ 200 For SI: I pound per square foot = 0.0479 kN/m2, I square inch = 645 mm I pound =4.45 N. a, gara8( apabte ofsupponmg a 2,000-p applied o~ cra .E-square-inch area. b. No storage wi~h roof, slope not ov~ 3 unim in 12 uni~. R602.8 F[rebloeldng requ red. Fireblooldng shall be pro- vided to cut offall concealed draR open ngs (both vertical and h°r~z°ntal) and tu thrm an effective fire barrier batween stories, and between a top story and the root'space. Fkebthdring shall ' be pr°vialed in wood- frame eonstruetlon in the fallowing iaea. tions. 1. in c°ncealed spaces ofstud walls and partidops, i,~, eluding vals not exceeding 10 feet (3048 mm ). fiatts or blankets of walls constructed using parallel rows of studs or s, taggere~g 2. At all mterconnecfloas between concealed vertical and and cove ceilings. comply with Section R3 I4.8. ~ At openings ~ound vents, pipes and duets at ceiling and 5. For the firebloekthg of ehiraneys and fireplaces, see Section RI001 6. Fireblocking of commas of a two-farafiy dwelling is required at the line of dwelling ualt separation. R602.8;1 Materials. Except ~5 provided in Section R602.8, Item 4, gyebloeldng shall consis~ of 2-ineh (51 ama) nominal lumber, or two thicknesses of l-inch (25.4 mm) nominal lumber with broken lap joints, or one thickness of 23/32.thch 119.8 mm) wood structural panels with joints backed by ~/32-hach (19 8 arm) wood stmcmrai panels or one thick- ness of3/$-theh (19,1 mm) patxthleboard w th joints backed by 3/4-inch (19.1 mm) pafficthboard, l/2.inah (12.7 mint gypsum board, or l/a-inch (6.g mm) eement-I~ased milI'- board. Bates or blankets of mineral wool or glass fiber shall be permitted as an acceptable fire block. Loose-fill au[atica material shall not be used as a fire block unless spe- cifically tested in the form and manner intended for use to demonstrate its ability to remain in place and to retard the spread of fire and hot gases. R602,8.L1 Untheed fiberglass. Unlaced fiberglass bar insulation used as fireblocking sbal[ filI the entire cross section of the wall cavity to a minimum height of 16 inches (406 mm) measured vertically, When piping, insulation shaft be packed tightly around the abaSe!inn: R602.8,1.2 Firebloeklng Integrity. The integrity of all 3.2.1.7 WUll Assembly or Sill Plate to ) Foundation Sill plates or wall bottom plates shall he anc~h;ored to the of Table 3,2 or Table 3.2A. When Table 3.2^ is anehm' bolts shall have a minirnum bolt diameter of inch, A minimum of one analns' boll shall be provided within 6 to 12 inches of each end of each plate. Anchor baits shall bare a minimum embedment of 7 inches in concrete fouodations and slabs-on-grade or 15 inches in masonry black foundations (see Figures 3.1a-c). Anchor bolts shall be located within 12 b3ches of comers and at sPaalngs not ex,~eeding the req uiremetus specified in Tabin 3.2A, Sill plates oI bottom plates shall have full bearing 3.2.2 Uplift Connections 3.2.2.1 Ranf Assembly to Wall Assembly Rafter or tress to wall stud uplift connections shall be in accordance with the requirements of Table 3.3 or Table 3.3B. When rafters or tresses do act fall in line with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shtffl be attached to the wall smd with uplift connections in accordance with Table 3.3, 3.2.2.2 Wall Assembly to Wall Assembly,: Wall stud to wall stud uplift connections shall be in accor- dance with the requirements of Table 3.3 or Table 3.3B. When studs above do not fall in line with studs below, the studs shall be attached to u common member J~the floor assembly with uplift connections in accomlance ~th Table 3,3. 3.2.2.3 Wall Assembly to Foundation First floor wall *tads shall be connected to the founda- tion, sill plate, or bottom plate in accordance with the re- quirements of Table 3.2 or Table 3.3B (see Figures 3.1 a- e). When Tabld 3.3B is used, a minimam of 1 Vd'x20 gage steel strap shall be nailed to the studs in accordance with Table 3.3B. Steel sn~tFs shall have a minimum embed- meat of 7 inches ,in concrete foundations and slabs-on- grade, I5 inches in masonry block foundations, or be lapped under the plate and nailed in accordance with Table 3.3B (see Figures 3,1 a-c). When the ste~l strap is lapped under the bottom plate, 3-inch square washers shall be used on the anchor bolls and anchor bolt spacings shall not exceed the requirements specified in Table 3,2B. Steel straps embedded in or in contact with slab-on-grade or masonry block foundations shall be hot-dipped galvanized ~ter fabrication, or manufactured from galvanized steel coated with a minimum of 1.8 oz. of zinc per square foot of steel, deturrnined by using the ASTM A 90 Triple Sptu Test. 3.2.3 Overturning Resistance '3.2.3,1 Holddowns Holddowns sball be provided as specified in the shearwall requirements of Tables 3,15A-B for Wall Type I or Table 3.16 for Wail Type II selected in accordance with 3.4.4.2 (see Figures 3.7~-b). A continuous load path from the holddown to the fmmdation shall be maintained. Where a , holddown resists the overturning load from t~e~'stury or 'studes above, the holddown shall be sized for the required i holddown tension capacity at its level plus the required holdtiown tension capaalty of the stury or stories above, Table 3.2A Sill or Bottom Plate to Foundation Anchor Bolt Connections Resisting Lateral & Shear Loads (Prescriptive Alternative to Table 3.2) 1/2" ANCHOR BOLTS 518" ANCHOR BOLTS yable 3.3B Uplift Strap Connection Requirements (Roof-to-Wall, Wall-to-Wall, and Wall-to-Foundation) (Prescriptive Alternative to Table 3.3) GENERAL NOTES: 1. All construction is to conform to N.Y. State cad local building codes. 2. Ail pJumbJng is to conform to County and local health department requirements. 3. All electric work is to conform to Local NEC and Underwriters requirements. 4. Contractor shah verify all dimensions and conditions in the field prior to construction, Notify the Amhitect of conflicts or discrepancies. 5. Do not scale the drawing. Written dimensions shall take precedence over scaled ones. Larger scale details shall take precedence over smaller drawings. It ia the intension of the drawings to provide for a complete job in afl respects. 6. The Architect shall be notified of all changes to the design. The Amhitect is not responsible for changes made without notification. 7. The contractor shaft be responsible for adequate bracing of ail work during the construction against breaking, cdlapee, distortion and misalfgnment according to all codes, standards and good practice. 8. Provide smoke and carbon monoxide detectors as per N.Y. Stats codes. 9~ The installafion of all materials and products shell meet all manufacturam requirements. 10. Concrete Is to be 3000p.s,i. minimum on 2 ton per square foot soil beadng capacity, Verify soil-peering capacity in the field. 1 I. Double frame around ali openings under parallel partitions and under bathrooms. 12. 'Teco' connections required at all flus~ structural load carrying conditions. 13. AIl framing lumber is to be Douglas Fir #2 fo = 1150, p.s,i, E=l,4m, p.s.L 14.AIl headers and girders to be Douglas Fir #2 fo=1250, p.s.J. E=l.7m p,s.i. 15.A!I exterior deck framing shall be CCA treated. 16. The Architect allows one structure to be built with this set of plans, with one building pefmR. The Architect shall not bc rasponslble for additional structures built using these plans. 17. Pre4abricated fireplaces, afl flues shaft be UL approved, 18.All headers not noted are to be (2) - 2" x 12". 19. Bddging to be of solid wood blocking and fire Stops. 20. Provide damproofing at exterior foundation walls. 21. All ~flitch plates L.V. L's and girders are to bear on solid wood posts and have solid blocking down-ed foundation walls. 22.AI1 joists and rafters are to be bridged @ 8'-0'o.c. 23. Interior bearing wails ara to be blocked @ 4'-0" s.c. 24. Steel ASTM A-36 painted bolts as noted (A307), welds-E70XX, rainfomement ASTM gr.60. 25. Record Architect is not responsible for supervision, inspection or administration of this project. APPLIANCES Dishwasher 2550 Washer 2225 Dryer 1850 Cook Top 2160 Refrigerator 2800 Oven 6225 Boiler (existing) 1850 TOTAL APPLIANCE VA 19660. VA MECHANICAL NOTI S: 3~t]e Mechanical System shall be installed in accordance with the requirements of Chaptem 12---24 of the Residential Code of New York State. Thc Existing Mechanical system is in good condition and is capable of handling the additional loads as per New York State Chapter NIl01.2.1, Chapter 1101.2.3 and AJ202.2. EIcEC,TRICAL NOTES: The ele,-.tdcal system shall be installed in accordance with the requirements of Chapters 33 ~.2 of the Residential Code of New York PL, ua mG NOT S: The Plumbing shall bc installed in accordance with the requirements of Chapters 2~ 32 of the Residential Code of NewYork STRU¢ JR L The existing Structural System, Foundation and Footings are adequate to support the additional load of thc second floor addition. Prescriptive Deadgn Limitations r r 26' 3.1.3.2a 24" 3.1.3.2b 4d 3,1.33d Iff 3,1.3.3a RoofSlope Fiat- 12:12 3. 1.3.4d ass, GENERAL No s; 1. The Dr~er: shall be vented to the exterior in accordance with Secfien M 1501 2. All Glazing; shall comply with Section R 308 In All Framed Walls, Floors and Roof/Ceilim~s: comprising elements of the building thermal envelope, a moisture vapor retarder shall be installed on the warm-in-winter side of the insulation in accordance with Section R 322 Wall and Ceiline: finishes shall have a flame-spread classification of not greater than 200 with a smoke-developed index of not greater than 450 in accordance with Section R 319 Insulation: shall have a flame-spread index of not greater than 25 with a smoke-developed index of not greater ffmu 450 in accordance with Section R 320 6. In erior Wall Coverin '. shall be in accordance with Section R 702.3 7. Exteripr Wall Covering: shall be in accordance with Section R 703.4 8. ~shall be installed in accordance with Se,~io~ R 905.2' R602.10 B~c~o W~&~ LINES ~races wall panels shall consist of Method #3 R602.10.3 (wood structural panel sheathing) ½">5/16" ok. Braced wall panel length shall conform to table R602. I 0.1 located at each end and ht least every 25'. R602.10.7 PANEL JOINTS All vertical joints of panel sheathing shall occur over studs. Horizontal joints in braced panels shall occur over blocking. R602.10.8 Co~cg'gONs Braend wall panels sole plates shall be fastened to the floor framing and top plates shall be connected to the fl~ming above in accordance with table R602.3(1). R13.4,2 A~C'~ORAOE R613.$..2.; WOOO ~ E~ ~dow ~d glass doo~ as~mblies s~l be ~chored ~ ~ 613.5(5) ~ou~ the fl~ge. R613.6.~ MI/LLIONS Mullions shall be tested by an approved testing laboratory and adhere to sections R613.2, R613.3 and R613.4. R613,6.3 DEFLECTION Mullions shall be capable of resisting thc design pressure loads applied by thc windows and door assemblies without deflecting more than L/175. R613.6.4 SnlmlY FACTOR Mullions shull be 9apable of resisting the design pressure times 1.5 applied to the window and door assemblies. SECTION M1501 CLOTHES DRYERS EXHAUST M1E01.3 Length limitation. The m~m~aum length ufa clothes thyer exhaust duct shalInot exceed 25 feet (7620 mm) from the clothes dryer booster fa~ is htstalJed and not readily ac- cessible fl'om the zoom in wltioh the thyer is located, a R404.4.6 Reinthrab~g steel. R404.4.6.1 General. Rdaforalng stool shall me~t the regtdrements ofASTM A 615, A 706 or A 996. The mira- mum yield strength oPralrdoming steel shall be 40,000 psi (Credo 40)'(276 MPa). Yerfical ~md horizontal wall rdn- forcements shall be placed no alese~' to th e oatsitie face of R403.1.fl Slope. The top surthee of foofingn shag be level. The boUom surface ofthofings shallnothave a slope exceed- thg one trait vertical i~ 10 mdts horizontal (10-percent slope). Footings shall be stepped where it is necessary to change the elevation of the top surface of the footings or where the slope of the hoE.om sdfface &the footings will slope). RESl0ENTIAL CODE OF NEW YORK STATE R404.1 ¢oiio-u;e and masonry foundation walls. Cancer;= and ~r,a~,,,,y foundation walls shall be setect~d and constructed in accordance with the provisions of this section or in accordance with A&~ 318 or A~ 530/ASCE 5~MS 402. R404.4.6.1 &corral. Reinforcing steel shall meet the requirements of ASTM A 615, A 616, A 617 or A 706. The minimum yield strength of reinfercing steel shall be 40,000 psi (Grade 40) (276 MPa), Vertlcel and horizontal wall reinforcements shall be placed no closer to the outside face of the wall than one-half the wall thickness. Steel reinforcement for foundation walls shaft hove concrete cover in accordance with ACE 318. R402.2 Concrete. Concrete shall have e minimum specified compressive strength cs shown in Table R402.2 Concrete subject to weathering es [ndiccted In Table R301.2(1) shall be air entrained es specified in Table R402.2. The maximum weight of fly ash, other pozzolens, silica fume, or sing that is included in concrete mixtures for ~rage floor slabs and for e~er[or por~hec, carport slabs, and steps that will be exposed TU deicing chemicals shall not exceed the percentages of the total weight of ce~entitlous materials. Materials used ?o produce concrete and testing thereof shall comply with the applicobM sta~a~ds listed in A~ 3~8. ~n addition TS the cements poPmi~ed by 4~ 318, cement complying with ASTM C [~57 is ~mi~ed R403,1,4 Minimum depth. All exterior footings and foundation systems shall extend below the frost line specified in Table R301.E(1). All exterior footings shall be placed at least 12 inches (350 mm) below the undisturbed ground. TABLE R402.2 MZNI'MUM 5PECEF32ED COMPRESS'rVE STRENSTH OF CONCRETE TYPE OR LOCA'IT. ONS OF CON¢11ETE ¢ONST11Ud'~ .[ON Basement walls,, foundations and other concrete nat exposed to the wecther grade, except garage floor slabs ongaSement walls, foundation wails, xterJor walls and other vertical crete work exposed to the wecthee//I Perc~S, carport slabs and steps floor slabs COMPRE$$TVE 5T11ENSTH afl'c) Weatherinq potentiDl (b) 2,500 2,500 2,500 c RS02.12 Dranstupping req ulreth When there is usable space both above and below the concealed space ufa floor/callthg assembly, draflstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet (92.9 m2). Dra~stuppthg shall divide the concealed space tutu approxi- mately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstuppthg shall bo provided in floor/ceiling assemblies under the follow- ing cimumstances: L Ceiling is suspended under the floor ~ramthg. 2. Floor framing is constructed of tress-type open-web or R~02.tg.l Materlall, Dmffstoppthg materials abel[ not be less than 1/a-inch (12.7 mm) g~psum hoard, 3/s-inch (9.5 mm) wood structural pane[s, /Il-inch (9,5 mm) Type 2-M-W parflcleboard fidequstaly supported. Draflstuppthg shall be Inst~lled parallel to the floor flaming members The in~egfity of all draffstops shall be maintained. R502.13 Flrehlockthg required. Fireblocking shall be pro- assemblies in accordance with Section R602.8. 2,§00 2,500 _~,§00 c 2,500 3,000d~ 2,500 3,000d,e a. At 28 days psi. b. See Table 1111301.2(1) for weathering potential. c. Concrete in these locations that may be subject to freez{ng and thawing during construction shall be air- entrained concrete in accordance with footnote d. d. Concret~ shall be air entrained. Tstel air content (percent by volume of concrete) shall not be less than percent or more thqn 7 percent. e. See §RR402.2 for minimum cement content. &RAbE R404.1.6 Heiqht above finished qrade. Concrete and masoflry foundation walls shall eXtend above the finished grade ad, scent to the foundation at all points a minimum of 4 inches (102 mm) where masonry veneer is used and e minimum of 6 inches (1§2 mm) elsewhere. R401.3 brainaqe. Surface drainage shall be diverted to o storm sewer conveyance or other approved point of collection so as to not create a hazard. Lots sha~l be graded so as to drain surface water away from foundation walls. The grade away from foundation walls shall fall a minimum of 6 inches (152 mm) within the first 10 feet (3048 mm). R323,3 Fasteners. Fasteners for pressure preservative and fire-retardant-treated wood shall be of hot- dipped galvanized steel, stainless steel, silicon bronze or copper. EXCEPTION: One-half-inch ([2.7 mm) diameter or greater steel bolts ~807 A ~ ~£C ACCESS FF. 1 A~ic access. Tn buildings with combustible ceil{ns or roof construction, an attic access opening shall be dded to attic areas that exceed 30 square feet (2.8 m2) and have e vertical height of 30 inches (762 mm) ar star. rough-framed opening shall not be less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in allway or other readily accessible location. A 30-loch (762 mm) minimum unobs1Tucted headroom in the attic ce shall be provided ct some pome above the access opening. ~ere mechan/cal equipment is located/n ah/cs. RI 003.12 Mantel and trim. Woodwork or other combustible materials shall notbeplaced within 6 inches ( 152 mm) o fa fire- place openthg. Combustible mmerial within 12 inches (305 mm) of the fireplace opening ~hall not project more than 1/s inab (3,2 mm) for eaab 1-inch (25.4 mm) distance fi'om such opening. 11.1003.13 Fireplace flrebloeldng, See SeCtion E602.0. See RM1305..L 3 for access requ/retnenf~ SECTION R1002 FACTORY-BUILT CHIMNEYS R1002.1 Listing. Factory-built chimneys shall be listed and labeled and shall he installed and terminated in accordance with the manufacturer's installation i~mmtions. R1002.g Decorative shrouds. Decorative slarouds shall not be installed at the temaMstmn of factury-imilt abim~eys except where such shrouds are listed and labeled for use with the specific factury-butit chimey system and installed ia accor- dance wnh the mattufaemrer's installation k~sm~ctions. RI ti)L3 Solid fuel appliances. Faetory-btdlt chimneys thr uae with solid thai-burning appliances shall comply with the Type Hltreqaimmems of UL 103, ~.l~ctptlon: Cbimneys for use with fireplace stoves listed only to UL 737 shall comply with the requirements o f L/IL 103. R1002.4 Factury-buflt fireplaces, Chimneys for use with factury-buflt fireplaces shall comply with the requirements ,of UL I27. Rl002.g Support. Where thctury-buflt chimneys are sup- ported by structural m~mbem, such as joists and mRers, such members shall be designed to support the additional load. R100Z.6 Medium-heat appliances. Factor,-butt chimneys for medium-heat eppdanees produothg flue gases having atarn- perature above I,OO0"F (538°C), measured at the entrance to the chimney shall oamply with UL 959. RI00L16 Chimney flrehloclting. ,MI spaces between chim- SECTION R309 GARAGES AND CARPORTS R309.1 Opening protection. Opemngs from a private garage directly into a room used for sleeping purposes shall not be per- mit~d, Other openings between the garage and residence shall be equipped with g 4$-minuth fire-rated door assembly aqua,ned with a self-closthe device. R309.1.1 Duct penetration. Ducts in the garage and duets p~nctrating the walls or ceilings aeparatthg the dwelling fiom the garage shall be construemd ufa minimam No. 26 gage (0.4g mm) sheet steel and shall have no openings into the garage. TLS09.2 Separation reqdirefl. The garage shall be separated aple the naaltlon a~aemblv shall have s /a-hour fire.re~dq-.~., Twe-X gypsum board or equivalent. R309.3 Floor surface. Garage floor surfaces shall be of The area of floor used for parking of automobiles or other C~por: floor surfaces shall be of approved noncombustible level in carports. The ~rea of floor used for p~rldng of automobiles or oth~r ha~rd areas as established by Table 301.2(1), garage floors shall be: mined in Section R327; or 2. Located bela*, the design flood elevation provided they dance with this code. SECTION R317 SMOKE ALARMS AND AUTOMATIC R317.1 Single- and multiple-station smoke alarms. Single- and multiple-station smoke alarms shall he installed in the thl]ewthg Ioaatthns: I. In each sleeping room. 2. Onteide of each separate sleeping area in the immediate vicinity of the bedrooms. 3, On each additional story of the dwelling, including base- ments and ce]Iota but ntu including craw] spaces and uninhabitable attics. In dwellings or flwalthag units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacem lower level provided that the Exceptions: R314 STAIRWAY~ 11314.1 Width. Stairways shall not be less than 36 inches (914 mm) in clear width at all points above the permit-red handrail height and below the required headroom height. Handrails shall not pro, est more than 4.5 inches (114 mm) on either side of the stairway and the minimum clear width of the stairway nt and below the handrail height, including treads and ~andings, shall not be less than 31.5 inches (787 mm) where a handrail is installed on one side and 27 inches (698 mm) where handrails are provided on both sides. Exception! The width of spiral stairways shall be in accordance with §11R314.5. R314.2 Treads ar~ risers. The maximum riser height shall be 8-1/4 inches (B09 mm) and the minimum tread depth shall be 9 inches (229 mm). The riser height shall be measured vertically between leading edges of the adjacent treads. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of Ddjecent treads and at a right angle to the tread's leading edge. The walking surface of treads and landings of a stairway shall be peeped no steeper than one unit vertical in 48 units horizontal (2-percent slope). The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.§ mm). The grente~ tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). 11314,2.1 Profile. The radius of curvature at the leading edge af the tread shall be no greater than 9/16 inch (14.$ mm). A nosing not less than 3/4 inch (19.1 mm) but not more than 1-1/4 inches (32 mm) shall be provided on stairways with solid risers, The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch (g.5 mm) between two stories, including the nosing ~t the level of floors and land[age. Beveling of nosing shall not exceed 1/2 inch (~2.7 mm). Risers shah be vertical or sloped from the underside of the ~eading edge of the tread above et en angle not more than 30 degrees from the radical. Open risers are permitted, provided that the opening between treads does not permit the passage of a 4-inch-diameter (102 mm) sphere. EXCEPTIONS: 1. A nosing is not required where the tread depth is a minimum of 11 inches (279 mm). 2. The opening between ad~aeent treads is not limited on stairs with a tuts1 rise of $0 inches (762 mm) or less. R314.3 Readroom. The minimum headroom in all peres of the stairway shell not be less than 6 feet, 8 inches (2052 mm) measured vertically from the sloped plane adjoining the tread nosing or from the floor surface of the landing or platform. R314.4 Winders. Winders are permitted, provided that the width of the tr~ad at a point not more than 12 inches (305 mm) from the side where the treads are narrower is not less than 10 inches (2~4 mm) and the minimum width' of any tread fs not Mss than 6 Inches (IEB mm). The continuous hDndrail required by §RR315.! shall be located on the side where the tread is narrower. 11314.§ Spiral stairs. Spiral stairways are permitted for interior use as a component of the means of egress from a habitable room, a basement or on ~ttic, provided the minimum tread width shall be 26 inches (660 mm) with each tread having a 7-1/~-inch (120 mm) minimum tread depth at 1fl inches (305 mm) from the narrow edge. All treads shall be identical, and the rise shall be no mare than 9-1/2 inches (241 mm). A minimum headroom of 6 feet, 6 Inches (1982 mm) shall be provided, A spiral stair is not permitted TU be the only means of egress from a stoey of a bulldMg. 11314,6 Circular stairways. Circular stairways shall here e tread depth at a point not more than 12 inches (305 mm) from the side where the treads ere narrower of not less than 11 inches (279 mm) and the minimum depth of any tread shall not be less than 6 inches (152 mm). Tread depth at any walking line. measured a consistent distance from e side of the stairway, shell be uniform as specified In §11R314.E. ..7 :illumination. All stairs shall be provided with illumination in accordance with R303.4. ,.8 Under sta~. Enclosed accessible space under stairs shall have walls, under stair surface and any ts protected ~n the enclosed side with 1/2-inch (12.7 mm) gypsum board. 1.9 Bulkhead enclosure stai~. Stairways serving bulkhead enclosures not part of the required building egre~s ~roviding access from the outside grade level to the basement shall be exempt from the requirements of II~, §R11314 and §RR31E when the maximum height from the basement finished floor level to grade adjacent to ~tairway is covered by a bulkhead enclosure with hinged dDors, i.4 Stairway ilhJminetion. All interior and exterior stairways shall be provided with a means to illuminate 1'he ,s, including the landings and treads. Tnterior stairways shall be provided with an artificial light source located ~e immediate vicinity of each landing of the stairway. For interior stairs the aetificial light sources shall be bio of illuminating treads and landings to levels not less than 10 foot candles (108 Ix) measured at the center of ds and landings. Exterior stairways shall be provided with an a~if/cia[ light source located in the immediate ity of the top landing of 1he stairway. Exterior stairways providing access to a basement frum the outside · level shall be provided with an artificial light source located in the immediate vicinity of the bol-rom landing of stDirway. EPT~ON: An artificial light source is not r~quired at the top and bottom landing, provided an artificial light ce is located directly aver each stairway section. R315 HANbRA~LS R315.1 Handrails. Hendrai{s having mM[mum and mDx~mum heights of 34 inches and 38 inches (864 mm and 965 mm), respectively, measured ver-iqcally from the nosing of the treads, shall be provided Rn at least one side of staiirways. All required handrails s~all be continuous the full length of the stairs with two or more risers fram a point directly above the top riser of a flight to a point directly above the lowest riser of the flight, Ends shall be returned or shall terminate in newel posts ar safety terminals. Handrails adjacent to a wall shall have a space of not less than 1.5 inches (38 mm) between the wall and the handrail. R318.2 Handrail qrip size. All required handrails shall be of one of the following types or provide equivalent graspability. Type 'r. Handrails with a circular cross section shall have an outside diameter of at least 1-1/4 inches (32 mm) and ncr greater than ~ inches (51 mm). Tf the handrail is not circular it shah have a perimeter dimension of at least 4 inches (102 mm) and not greater then 6-1/4 inches (160 mm) with a maximum cross section dimension of 2-1/4 inches (57 mm). Type Z~. Handrails with a perimeter greater than 6-1/4 inches (160 mm) shall provide a graspable finger recess area on both sides of the profile. The finger recess shal~ begin within a distance of 3/4 inch (19 mm) measueed vertMelly from the tallest portion of the profile end ach[eve c depth of CT least 5/16 inch (8 mm) within 7/8 inch below the widest portion of the profile. This required depth shall continue for at least 3/B irmh (10 mm) to a level that Is not less than 1-3/4 inches (45 mm) below the talMst portion of the profBe. The minimum width of the handrail above the recess shall be 1-1/4 Inchec (3B mm) TU a maximum ef E-8/4 Inches (70 mm). Edges shaft have minimum radius of 0.O1 inch (0.25 mm). R316 &UARD$ 1t316.1 &uards required. Porches, balconies or raised floor surfaces located more than 30 inches (76E mm) above the floor or grade below shaft have guards not less than 36 inches(914 mm) in height. Open sides of stairs with a total rise of more than 30 inches (762 mm) abov~ the floor ar grade below shall have guards not less than 34 inches (864 mm) in height measured vertically from the nosing of the treads. 1~316.E Guard openinq limitations. Required guards on open sides of stairways, raised floor areas, balconies and porches shall have intermediate roils or ornamental closures that do not allow passage of a sphere 4 inches (IOE mm) EXCEPTZON: The triangular openings formed by the riser, tread and bDl~'om rail of a guard at the open side of a stairway are permitted to be of such a size thee a sphere 6 inches (182 mm) cannot pass through. R308 OLAZZN& R308.4 Hazardous locations. The following shall be considered specific hazardous locations for the purposes of glazing: 1. Glazing in side-hinged doors except jalousies. 2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold closet door asse~nblies. 3. Olazing {n storm doors. 4. Glazing in all unframed swinging doors. 8. Glazing in doors end enclosures far hot tubs, whirlpools, saunas, stecm roams, bathtubs and showers. Glazing in any part of a building wall enclosing these compartments where the bottom exposed edge of the gMzthg Is less than 60 inches (1524 mm) measured vertically above any standing or walking surface. 6. Glazing, in an Individual fixed or operable panel adjacent to a door where the nearest vertical edge is wlthth e 24-inch (610 mm) arc of the door in e closed position and whose bottom edge is less than 60 inches (15E4 mm) above the floor or walking sueface. 7. Glazing in an individual fixed or operable panel, other than those locations described in :Items 5 and 6 above, that meets all of the following conditions: 7.1. Exposed area of en individual pane greater than g square feet (0.836 7.8. Boll'om edge lass than 18 Inches (457 mm) above the floor. 7.3. Top edge greater than 36 inches (914 mm) above the floor. 7.4. One or mars walking surfaces within 36 inches (214 mm) horizontally of the glazing. 8. All glazing in railings regardless of en area or height above a walking surface. T0cluded are structural baluster panels and nonstructural in-fill panels. 9. glazing {n walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas whore the bottom edge of the pool or spa side Js less than 60 Inches (1~B4 mm) above a walking surface and within 60 inches (1824 mm) horizontally af the water's edge. This shall apply to single glazing and all panes in multiple glaxJng. 10. Glazing adjacent to stairways, Mndings and ramps within 36 inches (914 mm) horizontally of D walkle~ surface when the exposed surface of the glass is less than 60 inches (1524 mm) above the plane of the, adjacent walking surface. 11. Glazing adjacent to stairways within 60 inches (1524 mm) horizontally of the bottom treed of e stairway in any direction when the exposed surface of the glass is less than 60 inches (15B4 mm) above the nose of the tread. EXCEPTZON: The following products, materials and uses are exempt from the above hazardous locations: ' 1. Openings in doors through which a S-Inch (76 mm) sphere is unable TS pass. Z. beceratlve glass in Teem 1. 6 or 7. 3. glazing In §R11308.4, Ztem 6, when there is an intervening wall or other permanent beerier between the door and the glaxthg. 4. Glazing in Section §RR308.4, Ztem 6, in walls perpendicular to the plane of the door in a pissed position or where access through the door is to a closet or storage area 3 feet (914 mm) or less in depth. Glazing [n these applications shall comply with §R1150E.4, Teem 7. 5. Glazing in §R11308.4, Teems 7 and 10, when a prctective bar is installed on the accessible side(s) of ths glazing 36 inches -* B inches (914 mm *- 51 mm) above ~he floor. The bar shall be capable of withstanding a horizontal lord of 50 pounds per linear foot (74.5 kg/m) without contacting the glass andbe a minimum of 1- 1/2 inches (38 mm) in height. 6. Outboard panes in insulating glass units end other multiple glazed panels in §RR308.4, Ztem 7, when the bottom edge of the glass {s 25 feet (7620 mm) or mor~ above grade, a roof, walking suffrage'! or other horizontal [within 48 degrees (0.72 rod) of horizontal] surface adjacent to the glass exter!?. 7. Louvered windows and jalousies complying with the requiremerrts of §1111508.2. 8. Mirrors and other glass panels mounted or hung on a surface that provide a continuous backing support. PROTEc ~ J-ON A&ATNST.DECAY. R$23.1 Location required, In areas subject to decay damage as established by Figure RR301.ELT), the following locations shall require the use of on approved species and grade of lumber; pressure preEervatively treated in a¢oordance with AWPA ¢1, C2, ¢3, ¢4, ¢~, ¢~, C18, ¢22, C23, C24, ¢28, Pt, P2 and P3, or deoay-reglstant heartwood of redwood, black IO0UEt, or cedarg~ 1. Wood joists or the bottom of a wood structural floor when closer than 16~lches (457 mm) or wood g~rders when closer than 12 inches (305 mm) to exposed ground in ;rawl spaces ar unexcavated area located within the periphery of the building foundation. E. All sills or plates that rest on conorete or masonry exterior walls and are less than 8 inches (203 mm) fr~m exposed ground. 3. Sills and sleepers on a concrete or masonry slab that is in direct contact with the geound unless separated from Euch slab by an impervious moisture barrier. 4. The ends of wood girders entering exterior masonry or concrete walls having clearances of less than 0.§ inch (12.7 mm) on tops, sides and ends. ~. I, ffoo# s/d/n~, ~heatA/n~ and waft f~am/#~ on ~he exterior oF a build/m] hav/rt~ a c/warance of 6/nche$ (1.q,~ mtn) frotn the 9round. 6. Wood structural members supporting moisture-permeable floors or roofs that are exposed to the weather, such as conarete or mttsonry slabs, unless, separated from such floore or reefs by an impervipus moisture barrier 7. Wood furring strips or other wood framing members at-tached directly to the interior masonry walls or concrete walls below grade exaept where an approved vapor retarder ig the wall tend the furring Etripg or framing members, --I