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2004-573
TOWN OFQUEENSBURY F �� COPY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20040573 Date Issued: Tuesday, November 02, 2004 This is to certify that work requested to be done as shown by Permit Number P20040573 has been completed. Tax Map Number: 523400-290-010-0001-004-003-0000 Location: 20 HOWE Dr Owner: MARCY & SCOT BALLARD \ Applicant: MARCY & SCOT BALLARD This structure may be occupied as a: By Order of Town Board Residential Addition TOWN OF QUEENSBURY Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040573 Application Number: A20040573 Tax Map No: 523400-290-010-0001-004-003-0000 Permission is hereby granted to: MARC',Y& SCOT-BAT,T,ARD For property located at: 20 HOWE jar in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: MARCY& SCOT BALLARD 20 HOWE Dr Residential Addition $19,200.00 Total Value $19,200.00 QUEENSBURY, NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 04-573- 243 SQ FT RESIDENTIAL ADDITION(KITCHEN AREA) $75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,August 02, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before die expiration date.) Dated at the Town of Queensbury; Monday,August 02, 2004 SIGNED BY for the Town of Queensbury. D or oVKAg forcement Building Permit AppIleation Town of Queensbury—Dept of Community Development,742 Bay Road,Quednnsbum NY (518)761.8256 A permit must be obtained before beginning construction. Permit File No. _ No ection will be made until applicant has received a Fee Paid $ •cS Z� valid i6lding permit, All applicants' spaces on this Reo.Fee Paid $ application mustbe completed and must appear on the Reviewed By, application form. n Applicant: COTS I' I AK �oCq )ALLA 9 Owner: �V�nE RS ,fr�PP�tC� Address: Address: ayE•s'rr�.5will , Ny 12304 Phone#( ) .,-.y 5 Phone# Proporty Loostion: Lot Number: rw../ House Number 2-C, Subdivision Name: Tax Map Number: ZR 0. t 0 O New Building: resid ce /commercial f- 'Estimated Market Value of'Construction:$ Addition: resider commercial Addition,what will use of new addition be? O Alteration: residence/ commercial 1Lt-tz tk" AQ O hfo change to exterior size: residence/com'1 Ct Other wb&(d"cribe Check OccupttucyInformation V Floor 2 Floor Other floor Total Below sq.ft. sq.ft. sq.it. Square Not v Sitt a f'amil. dwollin 2_4 v Two famil dVolliniz v Townhouse a mulftmily dwelling #of units o Office o Mercantile o Maaufacturlxi G 1 car ddtaahesi MLO n 2 car detached go 0 3 car detached prage „. 0 1 oar atta*sd garage JUL 0 2 oar attaabed Mp is 0 3 car attached garage I BiiiLQING NG GODE o Storage building- aom:meraial O Storage building- residential O O er What is the proposed height of the structure feet inches Will any sdoond hand or ungraded lurnber be used? If so,for what? Type of Heating System; electric/ oil / gas/wood"/forced hot air/ baseboard/other: b(L.- H-csr wA-la-F-, Number of&Sg to be installed N/A .Number of gg6 to be'installed List below the person(s)responsible for supervision of work as regards to building codes: _ Name Address Pho a Number Builder v, i Ne-• of L Cc V. p Plumber . Mason Blectrician Deglamdon: please sign below after you have ca=sfully read the statement; To the best of ray kmwledge the statements contained it this'application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be dote on the described promises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be eompliad with,whether specified or noted,and that such work is authorized by the owner, Further,it is understood that Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administmtot or Director of Building and Codes,an&'Battt Survey by a licensed surveyor;drawn to scale,showing actual location of all now construction. Signature owner,owner's agent,architect,contractor Project Name: BP# Address: Building Pen-nit Submission SFD Checklist 2-Family All items below must be checked either yes,no or not applicable prior to submission of any,buckling permit to the Town of QueensburyBuilding Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed ❑yes ❑no ❑n/a 2. EnergyForm or Ch ckMate Energy Code Compliance Fortis Complete.. ❑yes ❑no ❑n/a ' (2 copies) - .. Energy Code Inspector's Report from CheckMate Program...... ... ...... .. ❑yes (:]no ❑n/a (2 copies) Septic application completely filled out(if applicable).................. ... ... ❑yes ❑no 'Xn/a /5� Solid Fuel Burning or Gas Appliance Form... ... ...... ............ ... ... ... ... .Oyes Ono On/a 0 Electrical Inspection Form... ...... ...... ..................... ............ ...... .. Dyes Ono On/a 7. Two(2)complete sets of structural drawings................. ... ... ...... ... ... .Dyes Ono On/a a) floor plan;b)foundation plan;c)cross sections:d)elevations; e)window and door schedule �.8. Two 2 site plans showinglocation of the structure to be b no n/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from propertylines to new structure... ...... ...... ............ ... .. Dyes Dno ❑n/a Setbacks to neighboring wells and septic systems,including onsite well.... ❑yes Ono ( n/a -and septic systelm (if applicable) Driveway Permit............... ... ... ...... ... ......... ......... ......... ... ... ..• Iles Ono On/a Date: i Staff Initial: L_\SueHenung�va}\Building PemutFORMS\Generic CLeffist.doc f anuary Z8,2003 . ,..'..k_�—..I...�g.;.�*.',�.;'...'.,..::;",;-,,�.*�b,�.t, .��-:;._.o--..."-:.V- A- �.-..,-.'.',y. ..,...-,.-,:: . %-. ;�- .� �i:. .."0.;. .":,,� .l" w.A.......-..I l.�.�.:.. , ...,.....,.....' "::.......�...-...,. �,. ;. ...�-. 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RM 'i L:\SueHemingway\Building.Permit.FORMS\Nat.Light.V entil.Calculation.Sheet.doc ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY 9000 IDEATING DEGREE DAYS Compliance Methods:Part 5 -Acceptable Practice Method—1&2 Family Dwellings(only) Part 6*-Thermal Rating—Component trade Offs 1&2 Family Dwelling; Multi-Family Dwellings(3 Stories or less) Part 4*-Design by Component Performance,Commercial Buildings-M Rise Residential *Requires submission of worksheets APPLICANT'S NAME: PROPERTY LOCATION: SCoT SAL&A -D zo HowE D2iv C g,� N PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross f4mr Area jCo -W, square feet 2. Type of heat- Electric_ Oil Gas Other 3. Is building mechanically cooled? yes No zsy e-sy 4. Percentage of area of windows and doors Over ' Y'_Under Aft/d 5. R-VALUES FOR INSULATION GIVEN BELOW/MUST CORRESPOND TO R VALUES AS . SHOWN ON PLANS SUBMITTED: a: Roof R y5 b. Exterior walls R 21 G. Glazed areas XA�~TDY)*- 'Z,3 d. Exterior doors R 14,5 C. Floors over unheated spaces R L Edge of slab on grade(heated building) R g. Basement/mllar walls(above grade) R t 5_ h. Basement/cellar walls(below grade) R VS' i. Heating/cooling-ducts-piping in unheated space R M & 6. Service(domestic)hot water heating device Conforms to minimum efficiency per code IX Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140—WILL NOT BE MEDED Applicant's Signature Date Phone Number INSPECTOR'S REMARKS: t Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: "Initi 0E/PRMI=T14.-:e rt: am/ m Date Inspection request received: _ Inspecto .i NAME: (1 \ C� C - � 7 LOCATION: on � ATE: � -- TYPE OF STRUCTURE: C ments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in. to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %Z" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Tetnp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety lazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement i ,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/4 hour fire door/Ooor closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosur Attic access 30 in.x 22 in.x 30 in,(ht.)I accessible area Crawl Spaces 18"x 24"access, 1 . ft,-150 s . ft.vents Build'n No./Address visible fr road Final Electrical Site Plan /Variance re uired Final Surve Plot Plan As Built Se tic System/S_ewer Dept. Inspection Sticker Flood Plain Certificatio , if r uired Okay to issue C/C o C/O em orar /Permanent L:\PamW\Buildint;&Codes\Inspection Forms\Res, Final Insp. form 2.docLast printed 2/12/04 ILQueensbury Building & Code Enforcement - Resi ntla i al Inspection Office No.(518)761-8256 Arrive: am/pm e a pm Date Inspection request received: Inspector's In' ials: NAME: �`�'�� P IT#: OL LOCATION: ATE: TYPE OF STRUCTUR : / Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Com lete Guard 30 in.or more(a)stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete ©v— Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors �T{�� Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum ''/z" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Tern 110 _ Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Batted backup: Carbon Monoxide Detector Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emer ency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft,150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp.form 2.docLast printed 2/12/04 Framing / Firestopping Inspection Report `-' �� Office No. (518) 761-8256 Date Inspection ques rece. e Queensbury Building&Code Enforcement Arrive: arn/p e art: am/ in 742 Bay Road, Queensbury, NY 12804 Inspector's Ini _C NAME: _ `4U' R - PERMIT#: r= v LOCATION: 9 ;14-7' : INSPECT ON: TYPE OF STRUCTURE: lv lwa ra COMMENTS ming Jack Studs/Headers V Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation \ � / House side /z inch or 5/8 inch Type X �� Garage side 5/8 inch Type X v Ceiling/wall Windows Habitable Space/Bedrooms �� � 24 in. (H) " 20 in. (W) 5.7 sf above/below grade" 5.0 sf grade L:\SueHerningw•ay\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re e ece' ed: Queensbury Building& Code Enforcement Arrive:G e rt: -2 am/ m 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s NAME: 11_ _ PERMIT#: LOCATION: ) BI QJ INSPECT ON: 9 TYPE OF STRUCTURE: x Nvt1N/N/A COMMENTS Framing ' Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Fratning Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspectionieport Office No. (518) 761-8256 Date Inspection re est re i d: Queensbury Building&Code Enforcement Arrive: rn/pm epa a p 742 Bay Road, Queensbury, NY 12804 Inspector's Initi NAME: PERMIT#: LOCATION: 2-0 �(cux _ INSPECT ON: TYPE OF STRUCTURE: Y N /A COMMENTS r ar Jack Studs/Headers Braci t m Joist hanb Jack Posts/Main Beams � —� Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. _ Stairwells 36 in. or more TVA Headroom 6 ft. 8 in. c7 Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. � �\ Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) �N `� �,✓ J�. � \� 20 in. (W) 5.7 sf above/below grade ��� 5.0 sf grade 'v LASueHemingway\BuiIding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc Januaiy 28,2003 4 `�z Foundation Inspection Report _ Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&.Code Enforcement Arrive: am/T//���� Depart: �� am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: �� NAME: � G�YCJ PERMIT#: CO- �'�73 LOCATION: _ j e) f, t', INSPECT ON: ---D-3--0 LY I TYPE OF STRUCTURE: f Comments Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Mate} 1s-ft5r this pu ose on site, _ f a—M Wallpour C enforcement in Place 2 � r �F�ouAdation Dampproofing Y� _ Foundation/Waterproofing Type of Dampproofing/'Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet a regA under slab apkfill',Approvat VA(,R/. �(� Plumbing Under SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASucHemingway\BuiI ding.Codes.Inspeetion.FORMS\foundation Inspection Report.doe January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p� Depart: am/pm 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initials: NAME: @ 7 u- PERMIT#: O '5 2 5 LOCATION: `2-0 o w C INSPECT ON: 2 J TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. oundation/Wallpour enforcement in Place Foundation:Dam roofin Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6-mil-poly-for wet areas under slab p rBackfill_Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: ��� Queensbury Building&Code Enforcement Arrive: am/p ?� Depart: Vam/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: d'{w NAME: )A PERMIT#: `"� LOCATION: 19 60C- A_ INSPECT ON: `O (J TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour • Nc� Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump. Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under.Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\,SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 -2-��o Foundation Inspection Report Office No. (518)761-8256 Date InspectioFeece Queensbury Building&Code Enforcement Arrive: Depart: am/in742 Bay Rd., Queensbuiy,NY 12804 Inspector's IniNAME:` ��� Z- tiLOCATION: �� �O �� INSPECT ON: TYPE OF STRUCTURE: 2L, Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place 1 The contractor is responsible for ✓ �1,� providing protection from freezing � rp� for 48 hours following the placement of the concrete. . Materials for this puI ose on si V Foundation/Wallpour Reinforcement in Place v Foundation Dampproofing /`o Foundation/Waterproof, g Type of Dampproofing/ aterproofing e, Footing Drain Daylight r Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet area un sl bZ Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No........................................Cert. N® 7 5 8 7 Cut-in Card No............................. Owner.........a t' N s CG'e T J .......�....y............... .......................n........--.............. .... Location.....................4.:6"�I,N '� � L6-aA ........................... ..........�tC ............................................................................. Installation Consisting l.' ea.1......./i.....-..G..........�......�....o..f....'...;.?..... .. ' � Av'5�.... ' �..0 p-� � ................ . ....................... 1. ..............i ................... ...................... .-.� ................................................................................. Installed B The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of maki 8��yinspections at any time, and if its rules are violated,the Company shall have the right t r oke th' ceftifica s ' ..................... INSPECTOR.............................................................................................. Member N.F.P.A.,I.A.E.I. Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: e Queensbury Building&Code Enforcement Arrive: am/p)g� Depart: _'�Lgrdprn 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: \v PEIZMIT#: LOCATION: _ INSPECT ON: TYPE OF STRUCT Comments ------- __ - Y N N/A otings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. LASueHcmingway\Bui Win g.Codes.Inspection.FORMS\I'oundation Inspection Report.doe January 28,2003 Footings: FOLTNDL7ATIONS Code requirements for rebar use may vary, but a few rules of thumb can be helpful guidelines.Verify with local codes.first. Sizes—Rebar is sized by diameter in %-in. increments: ' TIE Filz��oX To #3 rebar is%-in. dia., #4 is %-in. dia., #5 is Mn. dia., FOOTING etc.The most common sizes for wood-frame con- i colzN�►2g W/ struction foundations are#3, #4, and#5. 12eeAR POWUS. ` VC-PIFY W1 LocAL. "�•, A. Overlapping-Rebar is manufactured in 20-ft. lengths.When rebar must be spliced to make it con- ' a ��'' •. tinuous or joined at corners, the length of the lap :::•, �� '' should equal 30 bar diameters, as shown below. i ��' •.,y s C.�,••.: 3O t3Afz DIAMETERS Clearance—The minimum clearance between rebar TIE FIREPLAcI-� and the surface of the concrete is 3 in, for footings, OF FoMPATION 2 in. for formed concrete exposed to backfill or FOOTING W/ weather, and 3/in. for formed concrete protected from tzt;r3Atz' the weather. AGE FOOTIHG I�I:13AR �U1,Es of THUMB RED v JUL 2 206 4 TOWN OF BUILDING AND CODE Y I. 14 Foundation Walls FOUNDATIONS KNOCK OUT N Tor-o Do C oC�, � O . � To�Fd'hNANfdE=L I. JAMB JAMB K0614G APE GoI2NEl2 AVAILAOLE 10 LF (SPoWN) ANb ! STPf-TcNER GREEG- IN 014E 51bE R 5L0T i O NALF LoCKS BASEMENT WINboWS IN PLACE. DoMP olz LINTErL CUT PALF,6012-NElz I AND OT1IE12 DL06K5 N DI SEAMS TOTTHEE ALMoST ANY 517E OR SHAPE OP s To MASoN END WALLS AND r-`( WALL CAN 6E BUILT Afz/OUN RNEEzS. 9Tt2ETCNEf2 ORi2EGULAR WITH BASIC 6LocK TYPES. CONSULT NCMA POR CONSTRUCTION I• STANDARD WIDTUS A 35 -IN., Ter-Pwi LIES AND FOR SPECIAL 7s/a-IN.,'I - -.ANb BLOCKS WIN SPECIAL evrE 115/a-I MENSIoNs CONDITIotJS, Tt TLLP coLotzs APE ACTUAL. ANn 51�Es. -. GoNGtzETE - �LvcK TYPES r fLooP ;YGTEM RMAR IN poN bfEAM 014E COIJ SE BELOW VENTS AND CONTINUOUS _.. .........._..., FT. MOPSILL see 12A APOUND Co12 RS ......._.................... DoNb BEAM W/#4 RE�AI2 AIJCNoR T5 GET IN &PWOT P T•op COU126E OR BELoW Foie MUD I, see 12A I VENT OPENING. Fo12 I wINT-i2EINfoRCING ALT151214ATIVE see 106 a' 11 e i;li ......�—t3ACKFILL II _ bj'°a: VE12TICAL rzEt3Al2 �� bLoGK Fot2 VENT II '' 11 li a oM I TTEb Ay NEAR dld: FULL MoPTAP BASE �' n Ae, po5SI2,LE To 4.11 a_ WNEIzE LATEt2AL II :A LoAbS APPLY u Aai SLOPE Tod' of PODTING a 1' 4114.. w/ MaPTAlz. {I t .p••II. y. as :- II bE2AINAGE see 18A VERTICAL i2EBAR )� ToOpEN T INGs N . ••=-=r==Via-•-. • • is 6 ;ae; a CELLS CONTAINING 9 ANCNolz goLTS is i GtzAVVL-SPACE FoUNnATIoN WALL G GoR11 R � VENT OPENING CoNGRETE 15LOCV CoNGIzFTE -BLOCK POUNbATIO14 WALL Usk Basement Walls • ..FOUNDATIONS FLoo i INSUTA oN see t5C FLoo{2 WGULATION see F15C SYS M SYSTEM ,ff..y........ 15ACVFILL d 13ACKFILL AND p12AWAGE see t8B ,d'.. bRAIUAGE see 18B �i- WATEIZpIzooFING u� II ' WAT IZFRooFING See9e 18C f 00 000 A�..I o0 Q- Opo pA g 11. ` ALTL-I?WATIVE L06 Tlou o° °o°o I ALTERNATIVE LOCATIOIJ 00 00 00 o0° �Dg ' FaR. NSULATION ' Fog INSULATIOIJ000p 0. 0o l0�' O ITICAL REMRo ac VE °oo 1 VERTICAL E3AR o 00p Oho .4_ o NSI O N, CTEIN FLAat TE SIDE OF WALL RESIG SIDE OF WALL PE-SISTS oo�o�oo°o° 15 NDING FoIZGES. O00�;o A. 0 0000 0:o II 13ENpING FORGES. o°Oo O o.00 0: II o 00 I 0'000'0000' `�'h 15oNb bEAMs AS o°oo°oo°�o o ° .I 14012I -ONTAL VEE3AR j °oo°00o oo o�0 1 o 0 0 0.000. AG IzI:QU I IzED 15Y REQLIIIZED 15Y 0000 00 0o AEI. ENGINEERING po0o 000ro alp ENGINEERING i 0 MD g o'�o °.°oo o°°a' a `ll VERTICAL RMAR o 00°'0°a� a li VERTICAL I Mklz °o.00 oo' 1. oo 00 00. I . NGNo►�, WALL - 000 o°o&Op U ANGNoRS WALL 0,00°oo�QO } 4 �• -oo0p. .�o o °0-°•po I - p000 60° o d •. I To FOOTING. 0°00060 00 11• FooTING. oa o 00 0 0 �I i.......... Oo o. .000o a. II OoOo Oo°cP°4 A°I':.. •...•.•ic FULL DINT O 0 0 0 o 'A ' oo'' SL\ o•O 0op. Ooo o' I �— 15 see 21 C or D 000..00.0 0. L Do ° II s.. o go°�QO •Q4c_ �I ° oN 1ZoUGNt N D o00° oo bo�°, FOOTING ono.: gjQ d.. .. °. o moo eP: 0 00o Fool I N G ee 4 i FOOT I N G see 4 BASEMENT WALL EASEMENT WALL , A CONCRETE` 13LOCIe GoNGRETE Heated basements must be insulated at their perime- NOTE: ter walls.The amount of insulation required depends -e4 AN ALTERNATIVE To I' on the climate.There are two ways to insulate base- T41G DETAIL IS To ment walls—from the exterior or from the interior. 5UILb THE STUB ° . WALL 1 IN. F1oM THE M4E-IAENT WALL. { Exterior—Exterior insulation should be a closed-cell rigid insulation (extruded poly- 4 . WALL FIN ISN ;,y styrene or polyisocyanurate) that will not : : IIJSULATIoN ; 1 absorb moisture.This insulation, available - 30-L.13. FELT STtzIPS in 2-ft. or 4-ft. by 8-ft. sheets, is attached a °� EETWEEN UNTREATED ! , STUDS 13AS�Mt NT .� directly to the basement wall with adhe- WALLS PARALLEL WALL; EXTE-Nb FELT sive or mechanical fasteners. It may be BEYOND STUD of USE 14; applied either under or over the water- o P.T• STUbs. proofing, depending on the type. e4 WALL FINISH ATTACH STUD WIT1•I Interior—Interior insulation may be d CONCRETE NAILS. either rigid or batt type. Petroleum-based NOTE rigid types must be covered for fire protec- d Do NoT USE Lion when used in an interior location. ,; CONTINUOUS VAPo12 Other rigid insulation, such as rigid min- 6ARRIER oN WARM eral fiber, need not be fire- rotected.- S1pE of WALL p WALLS FERPE:NbIGULAI2 �ELoW G1ZAbE. Building a stud wall with batt insulation gee t8c has the advantage of providing a nailing surface for interior finishes. BA6EMENT INSULATION t3ASEMENT WALL / STUd WALL PLAN VIEWS i Joist Systems FLOORS Eb WALL FRAMED WALL 51St�f LD04�ti4�G See 46 5U� Of�ING See 48 RIM Jo15T IM JOIST ::... 19T ................ COMMON J: FLOO12 JOIST ` o P.T. MUb51LL �LOGI�ING BETWEEN RIM JOIST 4 FIRST LOMMOM FOU�NDATION WALL JOIST ADDS -SUPPORT s see L' l Fop BEA721 NG WALL _= .a• ABOVE AND RE515T5 ROTATION OF RIM .JOIST NOTE' e .. a. IN EARTHQUAKE OR RRIGAME 'BONES, P.T. MUD5ILL HU SECURE FLOOR JOIGTS ° e ° To MUDSILL W/FRAMING FoUubATION WALL ° • ANGNORS. .FOR JOIST ° SPAN TABLE See 32 a: .: see A Jo15T5 ON MUd61LL JoISWALL" MUbSILL 1 To WALL II TO FRAMED WALL FRA WALL 2x6 P.T. MUD6ILL FLUSH WITH IH6119E OF P.T. MUbSILL FOUHVA -OH WALL GUBF O0121MG SubFLOOt211JG see 4b FL R J019T OP FLAMGE JOIST QIST AUGER AT EACH JOIST MAILED TO AND )0 WE JOIST PANGEi2 gUPPORTED 13Y 4�• AT EACH JOIST, MUDSILL 012 e r,LIPPOI2T W/ LEDGEp PROTECT ENDS OF Op FRAMED WALL ° J015T5 FROM a• _ M015TURE Wf 3O-Lb ° ` ° FELT OP OTHER 4' PT HEADER IWLTED TO Mo16TUIZE 13AI212IF12 WALL 012 ATTACUEb MOTE: W/ POWDER-PRIVEP WALL 914EAT MG ALIGNED U6u WITH FAST ENEpS FOUNDATIOIJ WUICN 15 MAT AL WITS THIG ° FOUNDATION WALL pETAIL 15UT AL50 P055113LI= WITH AMY DETAIL .aA ' See ON T141G PAGE JOISTS FLUSH W/ MUbSILU J01576 SLUSH W/MUt751LL Cl 1 To WALL W/LEI7GEIz 1 To WnLL W/NnNG�K FLOORS • Insulation FRAMED LL .W1 FUTURE WALL FPAMEb WALL W FUTUPE WALL P BAt�t�lElz wsuLArlau, V P P BARRIER, OIGTUPE BAR 6IDING MOI4TUPE DA PIER t SWIM& U13FL0012 5U13FL0 tz VAPOP 13AP12I.EE12 01J Top UNF GE•D FIBE120LAG6 OF-SUI3FLOOP CAW 13E 15A T INSULATION FILLG 9E7ALEID To WALL VAPOP J 5T CAVITIES are 61 �A12121W 9 BoT'TOM PLATE I ` RIGID INSULATION GEALED UNFACED EDG ES t, FI BEPGLMG-13ATT A`. IW';ULATION FILLS JOIST • OR MRDEP CAVITIK : ; . J016T ON MUDSILL see 33A&B PT.MUDSILL ;, A INSULATED FRAMED WALL see 15G&D ' FOUWDATIoN WALL PT, MUDGILL W16ILL GASKET � oUNDATION WALL FLOOR INSULATION 9 FOUWDATIOW FLOO12 IU4ULATIOIJT FODUDATION i LIUINULATE-D BASE-PE-WT OR CPAWL SPACE PE-ATE-D 13ASEMENT J0IGT ON NUDSILL ALL W/FUTURE WALL FRAMED ZxG WALL CANTILEVERED INSULATION, VAPOR BARKIEtZ 2 14. W/SUTURE WALL INSULATION, MOISTURE DARRIER SIpING VAPOR BARIZINZ, MOISTURE !3AlzRIEtz � 51DIN6 ' 60FLOOR ;I ,w GLIBROOtZ P.T. MUDSILL W/ SILL GASKET �8 P.T. MUDSILL );IGID INSULATION W/SELL GASKET SEALEDGEDGES I oN FRA D .. .�• o J015T HUNG FC20M ` .•:q._' •.' WALL WALL see, ,- B MUDGILL see 33D :-• •' • ` ' INSULATE PKAMEP J a' WALL s e 15C&D tzIGID INSULATION W/ • PROTECTION A15OVE Fo DATION WALL GfzADt see NOTE: INSULATION IS No ON INUOUS SO TNIG DETAIL NOT REGOM14ENI7ED C-ATREME CLIMATES FOUNDATION WALL UNLESS WALLS AR UFEIZINSULATr�-17 see 1218 G�MATE-PPEWSM OULATIOu �DUUt7ATI0" FLDOt� IuSULATIDu � I-OUIJDATIDIJ EIJTl olST FLU9u W�MUD5ILL UEATED f3A5EM�WT�JO15T5 FLUSN W/F�UD6ILL ; : FLOORS Subflooring Subflooring—Subflooring is the structural skin of a -floor system. It spans between the joists and acts as a SURFACE GRAIN of PLYWooD 5UI3FLOO12 I1AUEL9 15 1 To diaphragm to transfer horizontal loads to the walls of SUPP012T5 a structure, For joist systems, subflooring is typically # tongue-and-groove (T&G) plywood, non-veneered STAGGER Eud panels such as oriented strand board (OSB) or T&G JoG�F-Lo I2 ;j plywood combination subfloor/underlayment,which PANELS. is a grade of T&G plywood that is plugged and sanded to a smooth underlayment-grade surface. In girder systems,the subflooring is typically T&G decking(see 49A). 4< Underlayment—Underlayment is not structural but "J provides a smooth surface necessary for some finish OFFSET JoIWTG 5, OF.SU6F1,0012 4 floors. It can also be used to fur up floors to match UIJ17EI2LAYMEUT an adjacent finish floor of a different thickness.' PAP eLG. J Underlayment is typically plywood, particleboard, or jo..IST OIz , hardboard. GII?DEtz EDGE 5LOCKIIJG IS I2E-6ZUll2Eb IF j Spacing and nailing—Most plywood manufacturers 9U6FL0012 PANELS Al2EE NOT.TOf UNDERLAYME+IT IS POT-USED specify a space of%in. between the edges of panels to allow for expansion. Panels that are sized %in. smaller in each direction are available to allow a space without compromising the 4-ft. by 8-ft. mod- ule.The procedure may be successfully avoided in dry Subflooring spans } climates. Check with local contractors for accepted local practice. Subfloor type Thickness Maximum span Plywood h in. to%in. 16 in. A common rule of thumb is to nail panels G in.o.c. at sheathing or 5/in.to 3/in. 20 in. edges and 12 in. o.c. in the panel field. Glues and s panel adhesives can minimize squeaks and reduce the combination Y4 in.to X in. 24 in. nailing requirements for panel floor systems.Verify subfloor 1%in. 48 in. attachment methods with the specifications of the underlayment manufacturer.A typical plywood grade stamp is shown below. Non-veneered %in. 16 in. ; 'J panels: OSB, Y4 in. 24 in. PANEL GRADE AMEIZICAW waferboard, , PLYWOOD particleboard SPAU RATING APA__ ASSOCIATION 12OOF/FLOOR �� HATED SHEATHING 40/20 191321NCH TWICIeME44 .PANEL IS 1V8 Ill. SIZED FOR SPACING E NARRoWEtz 4 EXTERIOR--�� UR� The values in this table are based on information XPos � from the APA The Engineered Wood Association and 6uo1?Tt=k ruAN NEN-0A397 PNP40E PS,a00C.0 I�Ar1uG g r-ULL SIDE the Uniform Building Code (UBC).Values are for MILL NUM13H2 panels that are continuous over two or more spans, TECUNICAL with the long dimension of the panel perpendicular INFot2MATION to supports.Verify span with panel rating. _. i. �PL� "rL00�21�1G U�ID�I2LAYMI:NTWOOD NoN-VENEEl2eV PAIJELS } >Y FLOORS Beams GUT TIMBER %I LT-UP BEAM TIMBER BEAMS AIDE AVAILABLE IN A VARIETY DIMENSION LUMt3ER IS NAILED TOGETHER To of SPECIES 4 GRADES; F012M A 6114GLE BEAM DOUGLAS-FIR IS THE STRONGEST, ACTUAL (4 PIECES MAX.). WIDTHS WIDTHS ARE: 3%21N. AND Al2E MULTIPLES of IX IN. 5'hIM.; ACTUAL HEIGHTS HEIGHT FOLLOWS ARE 021N.,7%2 IN.,ETC., PIMEHSIoW LUMBER. To I S,/2 I N. t LAM I N ATED-VENEER LUM13ER CLVL bt-AM FLITCH BEAM VERTICAL FACTORY- A STEEL PLATE LAMINATED SECTIONS SANDWICHED I3ETWEEN ARt- NAILED ToGETHEl2. TWO P1ECK of LUMBER ACTUAL WIDTHS APE ADDS STRENGTHF' MULTIPLES OF 1''/4 IN. WITHOUT SUBSTANTIALLY } (TWO PIECES MATCH INCREASING THE BEAM THICKNESS OF 2x4 WALL). 51*ZE. THE LUMBER ACTUAL HEIGHTS RAMGE PREVENTS BUCKLING OF FROM 021M. TO IS IN. THE STEEL 4 PVoVlbEs A NAILING SURFACE. WIDTHS ARE 3114• To PARALLEL-5T12AMD 3�/2 1N. ME7160TS FOLLOW ' LUMBEt- (r,90 BEAM DIMENSION LUMBER. FACTOIEY GLUED COMP061TE BEAM BoX BEAM MADE WITH LOO NARROW STRIPE OF 21,4 LUMBER IS VENEER oR1s:N-rED SANDWICHED BETWEEN ' ALONG 1%-AM LENGTH. TWO PLYWOOD SKINS. . ACTUAL WIDTHS ARE PLYWOOD 15 BOTH 3liz IM., 5% IN•, IN. NAILED GLUED TO € uEIGUTS tzANGE FI2oN1 2,,4s 4 AT ALL EDGES. 9%4 IN: To 18 IN. PLYWOOD JOINTS MUST t BE OFFSET. ,T LAMINATED LUMBER t3EAM STEEL t3EAM 1;r HoP-IZONTAL FACTOP-Y- GLUED LAMINATIONS THE STRoW&tGT OF THE MAKE A KNOT-FLEE BEAMS F012 A GIVEN VERY STA15LE BEAM. STEEL BEAMS AtzE ACTUAL WIDTHS ARE CoMMoMLY AVAILABLE ETC. 14 VAPOUS 412E5 FI?oM HEIGHTS AIDE IN 4IN.WIDE � 4 IM. HIGH MULTIPLES OF 11/21N. TO 12 IM.WIDE $ 361N. HIGH. THEY MAY BE PREbIZILLEb F012 BoLTI1JG WOOD PLATE TO NOTE: BEAMS JOISTS MUST 6E DESIGNED AS A SYSTEM. TOP FLANGE OR TO WEB• CONNE6TIOW4 BETWEEN JOISTS � BEAMS ARE SIMILAR F012 ALL WOOD-BEAM TYPES ,see 36 FoR. CONFECTIONS To STEEL 6EAM0 Gee 37 x A SEAM TYPES 1 � T S 4 4 3 DOUBLE TOP LAP DOUBLE rOP CRIPPLE PLATE PLATE:4 FT.(MIN.) STUDS oe A _.NEARER HEADER n OL =, ? TRIMMER TRIMMER n p STUD STUD K_I>~1G:STUD KING STUD �; 7 p GO.MMON SILL 3 fl�i 3 Q 5U.t3ELoOR CRIPPLE DL 5TUD6 DOOR. RoUGu vVINDoW OPElilmo SOLE PLATE RoUGN OPElJING OPEIJWGS 11J A.STUD YVALL DOUBLE TOP PLATE DOUBLE Top.PLATE . CRIPPLE STUDS T CRIPPLE STUDS a� GAME SPACING AS SAME SPAGIUG.AS cOMMoN 5TUD6 coMMow .sTUb6 DOUt3LE 2a NEADER ' 4v. MADER P"eAME W/I/Q-IN. oR /8-I14. ; VJI.DTIa. A5 STUDS PLYWOOD SPACER IN TRIMMER STUD as TRIMMER STUD KI NG.'STU D KLNG STUD NOTE NEADER.BUILDS To _ x TNIGKNESS.OF WALL t PROVIDES NAILING 9 ALL SURFACES. 4 NEADE- NI'IGAL D0 �r-- 9 NI-ADER2-4 BEAhING WALL .BEARNG WA I Sheathing WAILS SNEATFIING I'AN-LS MAY SPAN Fire-protective sheathings are often required at walls BELWEEN STUDS WI.TuouT on or near property lines, between attached BLOCKING SLNG.I SIDING. MUST SE dwellings, and to separate garages from living space. MAILED Io 5TUb9 IN ANY CASE. Type-X gypsum wallboard applied directly to the studs will satisfy most codes. Siding must be nailed through nonstructural sheath- ings directly into the studs beneath them.These sheathings do not produce an adequate base for shin- gles or brick.The need for lateral bracing is often sat- isfied by applying plywood or other structural panels to the corners of a building,with less-expensive non- structural sheathing elsewhere. C � V I� �,I�• �XI _STAGGEtz;VERTICAL u,li Z. �,�,.,•.. .IOINT4 BETWEEN I- PANELS. Many sheet materials that can be used for sheathing do not provide adequate lateral bracing. In addition to providing a base for a moisture barrier and siding, k ^` such nonstructural sheathings may also provide insu- lation or fire protection. Insulative sheathings range in thickness from X in.to 1!in.They include fiberboards, foam plastic, and rigid fiberglass boards. R values vary.Verify that the permeability of the sheathing is higher than the per- = meability of the vapor barrier (see 88A). p `� NON -URUCTURAL SHEATHING WALLS Nlo�sture rui ndi ���� Once the walls are framed and sheathed, they must Coordinating these components is critical to avoid be protected from moisture.This involves the installa- trapping water vapor in the wall cavity.The principle p to follow is that the permeability (the degree to tion of a moisture barrier.The moisture barrier must which water vapor will pass through a material) must be coordinated with an air barrier(to control air infil- tration), avapor barrier(to control water vapor), and be higher for materials on the cool side of the wall (usually the outside) than for materials on the warm insulation. side of the wall (usually the inside). For example, A moisture barrier (also called a weather barrier) is a foil-faced rigid insulation, which has a very low per- membrane directly under the siding that prevents any meability, should not be placed on the exterior of a water penetrating the siding from reaching the wall in a cool climate.The following chart rates the permeability of several common materials. sheathing or the framing.An effective moisture barri- .,"=uarhult IPt-P water vapor through, _material Permeability thereby letting the wall breathe. (perms per STM-E96) A vapor barrier (also known as.a vapor retarder) is a Foil-faced insulation 0 membrane on the warm side of the wall (usually the 4-mil PVC 0.08 interior) that retards the passage of water vapor from the warm inside air into the cooler wall,where it Extruded polystyrene 0.3-1.0 could condense (see 120). %-in. CDX plywood 0.4-1.2 An air barrier limits the infiltration of air through the Kraft paper 1.8 wall. Either a moisture barrier or a vapor barrier may 15-1b. felt 5.6 be detailed to seal the wall against air infiltration, !-in. fiberboard 50-90 thereby becoming an air barrier as well (see 120). Building or house wraps 88-107 �r�'1tSi u'r�'L� .g4�17.12.1.r.L- - NOTES A moisture barrier under the siding is a sensible sec- ond line of defense to prevent water from reaching the frame of the building. Many products such as 15-lb. felt and bitumen-impregnated paper (which come in 3-ft.wide rolls, as shown here) have been �� --------- used historically and are suitable for this purpose. A moisture barrier acting also as an air infiltration barrier under the sfciing must retard Me paswdge'LTi` air and be impermeable to water, but allow vapor to pass. Polyolefin membranes, commonly called build- ing or house wraps, meet these specifications and are the most prevalent barriers.They are very lightweight and come in rolls up to 12 ft.wide, allowing a single- story building to be covered in one pass. Building (- wraps can provide better protec- IIIA OVERLAP 2 IW. To 4 IW, tion against air infiltration than �lh . (D NotzlZoWTAL.lol WTs. felt and kraft paper because the ..4 I,J 1p•.lu. OVN?LAP 4_I14. 9) wide rolls require fewer joints, lukl� VEtzTICAL ,IOIWTS. and these joints are taped. AL16W BOTTOM EDGE-oF MOISTURE BARRIER W/ BorTOM EDGE OF StaE-ATINIWG. GEE GPCCIFIC GIDIWG TYPE Holz 17ETAILS. �14 -TE AI INFILTRATION .BARRIRIIALLAT10 R®OFS Fraxnxn 120OFIMG POOF SUE-ATUIUG END RAFTH2 COMMON IzAFTER COMMON PAFTE12 PLAsu I MG VE12GE 12AFTW WALL 012 TRIM BOARD 4uE7ATUIMG COUTI NUOUS To ,FASCIA PU12I2IMG COIJTIUUOUS BEu I MD FUP121MG ALLOWS VERGE PAFTEI2 VEI?GE 12AFTEh OR 4ee 150A TRIM BOARD To boUBLE AGT A6 0121F'. TOP PLATE JPAPTeP VERGE 12AFtE12 Ola 51DiMG TRIMMED TRIM BOARD . TO COMT1141JOU5 FU12121lJG CORWE712 OF WALLS FASCIA SIaoWM END STUD WALL—) �EXTEP1012 WALL BELOW MITE A To V>rL- FIIJISN IT MAY ALSo BE SQUARE-CU1`� _ COVERED"W/TRIM WALL SWEATNIMG o12 GUrrER. A ABBREVJATED RAKE A_r3B2EVIATEb RAKE/SAVE Co12NER F2AMiMG SIbIMG SIDING —WALL UEAT N11J WALL 90EATNIMG f FLASIlIfJG MAILING BLOCK MAILIMG BLOCK CoNTIUUOUG MAMUFACTURED —12ooF 4WE-AT14IIJG VENT STRIP P120V I DK VEUTIWG t —aoOF I MG PLAS W I u G. 2XLEbGER 1 14AILED To STU 6 1200F SNEATPIMG uELD BACK FI20M WALL ALLOWS 2,e PU12LIM COMTIMUOUS PERPE_:W CULA12 VEMTIMG PRoM To 12AF ERS IzAPTEi2 SPACES pRoV E I%2Iw. Al SPACE-09 VAr-TE12 L E-12AL AIR TE: OVEMEIJT. MOTE FOR ATIOM PROVIDE IWTAKE F" IMSULATIOM ROOFING Poor- VEUTILA O EXUAUST VENTS VEMrILATIOM See F197 else 201 see 197 TOP OF RAFTH?/WALL TOp OF RAFTNI/WALL G �uEb ROOF W/ pURUUS SHED ROOF W/COUTIMUOUS VEUT5TRIP RoOFIUG 1200FING - 120or SUEATUING t2 WEATUING ALTEI2UATIVE- FRIEZE 5-OGK G 9 aEabW/ 13LOGK W/VEWr LoGATIoN SPACE F P NTILATIOW F121EBE 13LOCK W/ 2%40FFITiJ014 WAILED GCI E-t t-D VHJr ree 202A TO 12AFTFRS GurrEtz a ceG 193 cC7LJTT 98e 1 3 -- COUTIUUoUS l CON IWuOUS ""'` FA G I A FASCIA a. `ALTERNATIVE FA461A P120FILEE CONTINUDu4, SOFFIT OF CXTE121012 P YWOOD Ov SOLID rG SUEATPIUG OTUE12 EX ERIOIz-fZATEb 012 EXTEI21OI2 PLYWOOD j FI m ISIa 0 E- {POSED PORTION OF SAVE CONTI UOUS SCREENED VEW W/TI?IM See 2028 STUD WALL W/ EXPOSED 12AFTEI2 TAIL STUD WALL SUEATWILI& SUEATUING OWTIUUOUG LEDGER FIUISW TRIM FINISIJ F012 4OFFIT JOISTS A EXPOSED SAVE � SO��ITED SAVE 1200FIWO IzOOFING ►20OF SUEATLIING 1200E S4IEAT1,II1,16 I, 12A FTER 5LOCKIUG AS IzEQ'D W/ SPACE FOR VtMT IF coNrlNuous FASCIA WFCC-SSARY - ' LEVEL-CUT 12AFTW TAIL , I A GOU TI N UO US \\ � SCREENED VENT See 20213 1 x4 012 1 x 6 > EXTERIOR PLYWOOD oR OTUER EXTE12102-GRADE SOLID TO SUEATIUIUG OR t'INISLJ EXrERIO12 PLYWOOD STUD WALL W/ COUTINUOUS SCREENED SUE-ATWIUG 4 FIWISN VENT W/TIQILl see 2028 STUD WALL W/SUEATUIUG 4 Fmir.P WoTt: No GUTTER SUOWN. PAUG GUTTER F120M 4TI2AP WOTE 1 see 195G j TUTS DETAIL WORKS WELL ON STEEP I20OF0., 012 U4E VERTICAL FASCIA ON PLUMP,-CUT RAFTS-K WNERIr A FASCIA MAY APPEAR TOO BULKY. TO ACCOMMODATE 0-TAWDA12D GUTTER4. i G SOFFITEb SAVE BOXED-IIJ SAVE ALrEl2WATIvE DETAIL { 13UTT41DIIJGTO 10 I1,14IDECOI?WEI?S, SQUARECORWER TRIM 0 NOBIZOWTAL TOP VERTICAL CA5IWGS 4 BOARD WIDER TIJAW DEEPEST PART OF EDGES RABBETED TO FIT OTNER TRIM.,TA-14 CAULK 41DIW6 FORMS GURFACE FOR SIDIWG OVER TOP EDGE OF SIDIWG see 108A TO BUTT AGAIWST. OR OUTSIDE CORWERS FURRED-OUT TRIM LAPS OVER TRIMMED W/TWO-PIECE Top EDGE OFSIDIWG. CORWER BOARDS AT LEA4T AS DEEP AS DEEPEST PART of SIDIWC7 OR METAL CORME126 ALSO AVAILABLE FOR MOST BEVEL TYPE PORIZOWTAL SIDIWG u a s. OR SOME P120FILE-4 .aa. MAY BE MITERED. RABBET 9) BOTTOM OFSIDING • FORMS DRIP '& BOTTOM EDGE. Horizontal wood siding is common in both historic and modern buildings.The boards cast a horizontal shadow line unique to this type of siding. 1200FIWG Materials—Profiles (see below right) are commonly ��RAVE TRIM cut from 4-in., 6-in., and 8-in. boards. Cedar, red- wood, and pine are the most typical. Clear grades are SPACER AS available in cedar and redwood. Many profiles are T14ICV64T also made from composite hardboard or cement- PART of board.This material is much less expensive than sid- ing milled from lumber and is almost indistinguish- able from it when painted. Types—Siding joints may be tongue and groove, rab- ELEVATION SECTIOKI beted, or lapped. Common profiles (names may vary RAKE DETAILS regionally) are illustrated at bottom right. Appiication—Boards are typically applied over a moisture barrier and sheathing, and should generally be back-primed before installation. Boards are face- nailed with a single nail near the bottom of each board but above the board below to allow movement. b Siding is joined end to end with miter or scarf joints and caulk over a stud. PROP SIJIPLAP TAB G B CLAP60ARD Finish—Horizontal wood siding is usually painted or P01217OUTAL SI OM& PROFILES stained. Clear lumber siding is sometimes treated with a semitransparent stain. A �ONZOuTAL SIDINGoop,NARn130AIzD, CMM�A 13oAkZt7 t = Insulation & Vent�l-atlor ROQFS CONTINUOUS I?InGE EXNAUST VC-MT FAGCIA IMMIE see 203C&D vef T gee 2036 . GABLE-END TWPoUGu-000P- EXNAUST VEUT EXNAUST VENT SoFr-IT IUTAVE VE T seB 2026&C,203A FP I EZE-BLOCK MTAVEE VENT see FT627A Intake Vents—Intake vents are commonly located Exhaust vents—If appropriately sized and balanced J' either in a frieze block or in a soffit or fascia.They are with intake vents, exhaust vents should remove excess ?, usually screened to keep out birds and insects.The moisture in winter.There are three types of exhaust screening itself impedes the flow of air, so the vent vents:the continuous ridge vent, the gable-end vent, area should be increased to allow for the screen (by a and the through-roof exhaust vent. ' factor of 1.25 for%-in. mesh screen, 2.0 for%6-in. .,.; �. screen).The net venting area of all intake vents The continuous ridge vent is best for preventing sum- together should equal about half of the total area mer heat buildup.because it is located highest on the of vents. roof and theoretically draws ventilation air evenly f: across the entire underside of the roof surface. Ridge . Vent channels may be applied to the underside of the vents can be awkward looking, but they can also be roof sheathing in locations where the free flow of air fairly unobtrusive if detailed carefully(see 203C& from intake vents may be restricted by insulation.The D). (Another type of ridge vent, the cupola, is also an vent channels provide an air space by holding the effective ventilator, but is difficult to waterproof I insulation away from the sheathing.These channels against wind-driven rain.) C should be used only for short distances, such as at the edge of an insulated ceiling. The gable-end vent is a reasonably economical j exhaust vent. Gable-end vents should be located across the attic space from one another.They are read- TUICle CEILIUG ily available in metal,vinyl, or wood, and in round, INSULATIoW rectangular or triangular shapes. Because the shape of VC-WT C14ANUEL COMp12Ki;E4 gable-end vents can be visually dominant, they may IU4ULATIOU Folz SNoin be emphasized as a design feature of the building. DISTAWCE To ALLOW I FREE PA O through-roof exhaust vent is available as the "cake VEF�TILATIOW F AII�. The througTIOIJ f pan"type illustrated above or the larger rotating turbine ROOF 9uEATW11WJG type, available in many sizes.Through-roof vents are usually shingled into the roof and are useful for areas RAFTER difficult to vent with a continuous ridge vent or a gable end vent. �, A IurAKE � EXUAUsr Rood VE{JTS ROOFS Flashing The flashing for a masonry chimney is best made of permanent materials STEP FLASNIWG WOVr-W WITN such as copper or stainless steel.The ROOFIWG COUKE-9 gee PTIGD flashing fits to the roof using the COUWrERPLASWIWG SET IW same principles as flashing for wood- MO12TAP 1 I1J.(MIIJ.)e roP framed flues (see 173B).The top EDGE, LAPS ITSELF 21W.(N11W)_ edge of this flashing is then lapped 4 LAPS STEP 012 OTHER SIDE FLASWIWG 4 IW.(MI.u.) with a counterflashing that is set into the mortar joints between masonry units. Because of the com- SPLDERED BASE PLASIaII,IG plex shapes, many of the pieces in WI2AP6 COBWEBS, tS-GET IW MoprAR 2 IW.(mw.)9 roP chimney flashing cannot be folded EDGE, EXTEWDS UWbER but must be soldered or welded. Q.uIWGLES 10 4IDE4 4 IW.(MIW.) APO LAPS GWIM&Lt-S '§ BASE A chimney located in the slope of %' 4114.(MIW.). THIS CAN ALSO the roof will require a cricket (also BE MADE WI TN fW0 PIECES— A BASE FLA4PIWG WIN called a saddle), a ridged connection CoUWrE-PFLASNIWG SET 1W between chimney and roof that directs MORTAR water away from the chimney. Most crickets may be formed with exterior- Roof-IWO LAPS BA4C grade plywood; larger crickets may need to FLASWIWG 41W.(MIW). 51d� � BASE be framed like a typical roof.The entire sur- face of the cricket is flashed, as shown in the i drawing.below. S' COUWTERFLA03WIWG GET IW FLUE MORTAR 4 cur To SLOPE OF CI?ICkET �,, goLDC-RED COUWTWF-LASNIWG C0IJTIWIJ0US AROUWD 60RWH2 LAPS CRICKET. SoLbERED CRICKET•WRAPS CORNERS, EXTEWDS UWDER 120OF-IUO G IW.(MIW.) APO TU12uS GNI.MWEY---�= UP AGAIWST CWIMWEY 41W.(MIIJ). SIDE 4 CRICKET GTEP FLASUIWG (WOT VISIBLE) WOVEW WITN ROOFING COURSES see FiFlal FLASNIWG In severe climates, a through-pan flashing that extends continuously through the chimney should be considered.Through-pan flashing pre- TN12oUGN-PAW PLA9lJIWG vents water from migrating through the masonry to a level below the flashing. It is made of lead or copper and is penetrated only by the flue. It is wrapped down at the edges,where it acts as counterflashing.The continu- ous flashing through the chimney does weaken the masonry bond, so this. flashing should not be used in earthquake or hurricane zones. A GUIMUEY FU I11 /`-� MASONRY - � ��,*_.....,. .. ..- - ; ,0..._-* ...-L"'.1i., ..�. ,.!, ........._am.� 6" � . . ��..__.- . . ';,�.i , I T �. -_..". , ! �. , .; .,, , -,`�',- ,�-�-�i�--:�j " ,. 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