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Ðverification€of€[òò€€€€€€€€€óó]€design.€€Design€loads€[shall€be€inÐ h)¸$/ Ðaccordance€with€the€1997€Ô_ÔUBCÔ_Ô]€[are€indicated€on€the€drawings].€€AllÐ 0*€%0 Ðdesigns€shall€be€in€accordance€with€the€[1997]€Ô_ÔUBCÔ_Ô.€€Clearly€stateÐ ø*H&1 Ðdesign€loads€and€allowable€and€actual€member€stresses.€€TheÐ ° Ðcalculations€shall€be€stamped€by€a€licensed€professional€engineerÐ xÈ Ð[registered€in€the€State€of€[òò€€€€€€€€€óó].݃3£”ÍÝŒÐ@€(#€(# ÐŒÝ  Ýà0   àà0€ (# (#àÐ €(#€(# Ð1.3à0 € àQUALITY€ASSURANCEÐÐ €(#€(# ÐÌà0   àA.à0€ (# (#àFailure€Criteria:€€Not€limited€to€the€following:Ð` °€(#€(# Ðà0   àà0€ (# (#à1.à0` €(#€(#àNecessity€of€additional€bracing,€splicing,€or€replacing€of€anyÐ ( x Ðmember€in€order€to€maintain€structural€integrity.Ðð @` (#` (# Ðà0   àà0€ (# (#à2.à0` €(#€(#àSettlement€of€walls€or€opening€framing€sufficient€to€cause€cracksÐ ¸   Ðin€applied€finishes€or€to€preclude€the€proper€functioning€of€doorsÐ € Ð  Ðand€windows.ÐH ˜ ` (#` (# Ðà0   àà0€ (# (#à3.à0` €(#€(#àRupture€of€any€metal€connector.Ð` ` (#` (# Ðà0   àà0€ (# (#à4.à0` €(#€(#àSeparation€of€members€due€to€insufficient€number€of€connectorsÐ Ø(  Ðbeing€applied€or€being€applied€in€such€a€manner€as€to€causeÐ  ð  Ðfailure€of€the€members€connected.Ðh¸ ` (#` (# ÐÓ€ (uh80ÓØ! !ØÝ"‚3£"ÝÝ  Ýà0   àà0€ (# (#àÝ‚3£á&ÝÔ2uhÔÚ  Ú5Ú  Ú.Ô3  Ôà0` €(#€(#àÝ  ÝEvidence€of€wood€fracture€or€cracking.݃3£á&.'ÝŒÐ0€ ` (#` (# ÐŒÝ  ÝÝ"‚3£"ÝÝ  Ýà0   àà0€ (# (#àÝ‚3£ø'ÝÔ2uhÔÚ  Ú6Ú  Ú.Ô3  Ôà0` €(#€(#àÝ  ÝDeflection€under€allowable€loading€which€causes€cracking€of€gypsumÐ øH  Ðboard€ceiling€or€which€causes€sagging€or€springiness€of€flooring.݃3£ø'E(ÝŒÐÀ` (#` (# ÐŒÝ  ÝÝ"‚3£"ÝÝ  Ýà0   àà0€ (# (#àÝ‚3£)ÝÔ2uhÔÚ  Ú7Ú  Ú.Ô3  Ôà0` €(#€(#àÝ  ÝIn€sheathing,€deflection€from€flat€plane€or€grain€rise€due€toÐ ˆØ Ðabsorption€of€excess€moisture.݃3£)Î)ÝŒÐP ` (#` (# ÐŒÝ  ÝÝ"‚3£"ÝÝ  Ýà0   àà0€ (# (#àÝ‚3£â*ÝÔ2uhÔÚ  Ú8Ú  Ú.Ô3  Ôà0` €(#€(#àÝ  ÝEvidence€of€popping€of€nails€due€to€installation€of€wet€plywood.݃3£â*/+ÝŒÐh` (#` (# ÐŒÝ  ÝÝ"‚3£"ÝÝ  Ýà0   àà0€ (# (#àÝ‚3£,ÝÔ2uhÔÚ  Ú9Ú  Ú.Ô3  Ôà0` €(#€(#àÝ  ÝBowing€of€walls€horizontally€or€bulging€of€walls€vertically€inÐ à0 Ðexcess€of€1/4€inch€(6.4€mm)€in€8€feet„0€inch€(2400€mm).݃3£,`,݌Шø` (#` (# ÐŒÝ  ÝÝ"‚3£ "ÝÝ  Ýà0   àà0€ (# (#àÝ‚3£Ž-ÝÔ2uhÔÚ  Ú10Ú  Ú.Ô3  Ôà0` €(#€(#àÝ  ÝIn€tongue€and€groove€sheathing,€deformation€sufficient€to€exposeÐ pÀ Ðtoe€of€tongue.݃3£Ž-Û-ÝŒÐ8ˆ` (#` (# ÐŒÝ  ÝÌà0   àB.à0€ (# (#àLabeling€Requirements:ÐÈ€(#€(# ÐÌ*****************************************************************************Ð X¨ ÐChange€ð ðWood€Structural€Panelsðð€to€ð ðPlywoodðð€if€composite€panels€(veneer€facesÐ  p Ðbonded€to€reconstituted€wood€cores)€or€mat„formed€panels€(includes€Ô_ÔwaferboardÔ_ÔÐ è8 Ðand€oriented€strand€board)€are€not€allowed.Ð °  Ð*****************************************************************************Ð xÈ! 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Ðcontact€with€damp€or€wet€surfaces.€€Stack€lumber,€plywood,€and€otherÐ h)¸$/ Ðpanels.€€Provide€for€air€circulation€within€and€around€stacks€andÐ 0*€%0 Ðunder€temporary€coverings.Ðø*H&1€(#€(# ЇÓ€ #(ê½88!ÓØ! !ØÝ"‚3£"ÝÝ  Ýà0   àÝ‚3£'9ÝÔ2ê½ÔÚ  ÚBÚ  Ú.Ô3  Ôà0€ (# (#àÝ  ÝMaterials€damaged€during€offloading,€handling,€or€due€to€improperÐ ° Ðstorage€shall€be€replaced€at€no€cost€to€the€Government.݃3£'9`9ÝŒÐxÈ€(#€(# ÐŒÝ  ÝÌ1.5à0 € àSEQUENCING€AND€SCHEDULINGÐX€(#€(# ÐÌà0   àA.à0€ (# (#àRequirements:€€Coordinate€construction€of€wall€and€opening€framingÐ ˜è Ðwith€trades€affected,€i.e.,€electricians,€sheet€metal€workers,Ð ` ° Ðelectronic€controls,€and€telephone€installers.€€Refer€to€drawings€forÐ ( x Ðlocations€of€conditions€which€require€special€construction.Ðð @€(#€(# ÐÌÓ€ %(ú½88#ÓØ! !ØÝ"‚3£"ÝÝ  Ýà0   àÝ‚3£ý<ÝÔ2ú½ÔÚ  ÚBÚ  Ú.Ô3  Ôà0€ (# (#àÝ  ÝAnchor€Bolts:€Items€required€to€be€built€into€concrete€or€masonryÐ € Ð  Ðshall€be€furnished€to€the€respective€trades€at€the€proper€times€andÐ H ˜  Ðshall€include€instructions€and€necessary€templates€for€theirÐ `  Ðinstallation.݃3£ý<6=ÝŒÐØ( €(#€(# ÐŒÝ  ÝÌÝ"‚3£"ÝÝ  Ýà0   àÝ‚3£ç>ÝÔ2ú½ÔÚ  ÚCÚ  Ú.Ô3  Ôà0€ (# (#àÝ  ÝCoordinate€the€provision€of€roof€sheathing€with€the€progress€fo€theÐ h¸  Ðwork€and€the€workmen€necessary€for€its€installation.€€Stockpile€theÐ 0€  Ðfinish€roofing€material€sufficient€to€protect€the€entire€roof€surfaceÐ øH  Ðas€soon€as€possible.݃3£ç> ?ÝŒÐÀ€(#€(# ÐŒÝ  ÝÌòòPART€2:€€PRODUCTSóóÐ P  ÐÌ2.1à0 € àLUMBERÐà0€(#€(# ÐÌà0   àA.à0€ (# (#àLumber€Standards:€Comply€with€DOC€PS„20,€ð ðAmerican€Softwood€LumberÐ pÀ ÐStandard,ðð€and€with€applicable€Ô_ÔWCLIBÔ_Ô€or€Ô_ÔWWPAÔ_Ô€grading€rules.Ð8ˆ€(#€(# ÐÌà0   àB.à0€ (# (#àSpecies:€Framing€shall€be€dressed€and€surfaced€Douglas€Fir„Larch€orÐ È ÐHem€Fir.Ðà€(#€(# Ðà0   àÐ  (# (# ÐÓ€ ( ~08%ÓØ! !ØÝ"‚3£"ÝÝ  Ýà0   àÝ‚3£ÅCÝÔ2 ~ÔÚ  ÚCÚ  Ú.Ô3  Ôà0€ (# (#àÝ  ÝMoisture€Content:€19€percent€maximum€at€time€of€dressing€for€2„inchÐ  p Ðnominal€(38€mm€actual)€thickness€or€less.݃3£ÅCþCÝŒÐè8€(#€(# ÐŒÝ  ÝÌÝ"‚3£"ÝÝ  Ýà0   àÝ‚3£$EÝÔ2 ~ÔÚ  ÚDÚ  Ú.Ô3  Ôà0€ (# (#àÝ  ÝDimensions:€All€dimensions€are€nominal,€unless€otherwise€indicated.€Ð xÈ! 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Ðparallel€to€their€lengths€and€complying€with€the€followingÐ h)¸$/ Ðrequirements:Ð0*€%0€(#€(# Ðà0   àà0€ (# (#à1.à0` €(#€(#àExtreme€fiber€stress€in€bending,€Fòòbóó€=€2600€psi€(17.9€Ô_ÔMpaÔ_Ô)€for€12Ð ø*H&1 Ðinch€nominal€„€(286„mm€actual„)€depth€members.а` (#` (# Ðà0   àà0€ (# (#à2.à0` €(#€(#àModulus€of€elasticity,€E€=€1,900,000€psi€(13000€Ô_ÔMpaÔ_Ô)ÐxÈ` (#` (# Ðà0   àà0€ (# (#à3.à0` €(#€(#àCompression€parallel€to€grain,€Fòòc1óó€=€2510€psi€(17.3€Ô_ÔMpaÔ_Ô)Ð@` (#` (# Ðà0   àà0€ (# (#à4.à0` €(#€(#àCompression€perpendicular€to€grain,€Fòòc1óó€=€750€psi€(5.2€Ô_ÔMpaÔ_Ô),€notÐ X Ðto€be€increased€to€duration€of€load.ÐÐ ` (#` (# Ðà0   àà0€ (# (#à5.à0` €(#€(#àHorizontal€shear€perpendicular€to€glue€line,€Fòòvóó€=€285€psi€(2.0Ð ˜è ÐÔ_ÔMPaÔ_Ô)Ð` °` (#` (# ÐÌà0   àC.à0€ (# (#àParallel€Strand€Lumber:€Lumber€manufactured€by€laying€up€wood€strandsÐ ð @ Ðusing€an€exterior€type€adhesive€complying€with€ASTM€D2559€and€curedÐ ¸   Ðunder€pressure€to€produce€members€with€grain€of€strands€parallel€toÐ € Ð  Ðtheir€lengths€and€complying€with€the€following€requirements:ÐH ˜ €(#€(# Ðà0   àà0€ (# (#à1.à0` €(#€(#àExtreme€fiber€stress€in€bending,€Fòòbóó€=€2900€psi€(20€Ô_ÔMpaÔ_Ô)€for€12Ð `  Ðinch€nominal€(286€mm€actual€)€depth€members.ÐØ( ` (#` (# Ðà0   àà0€ (# (#à2.à0` €(#€(#àModulus€of€elasticity,€E€=€2,000,000€psi€(13€800€Ô_ÔMpaÔ_Ô)Рð ` (#` (# Ðà0   àà0€ (# (#à3.à0` €(#€(#àCompression€parallel€to€grain,€Fòòc1óó€=€2900€psi€(20€Ô_ÔMpaÔ_Ô)Ðh¸ ` (#` (# Ðà0   àà0€ (# (#à4.à0` €(#€(#àCompression€perpendicular€to€grain,€Fòòc1óó€=€750€psi€(5.2€Ô_ÔMpaÔ_Ô),€notÐ 0€  Ðto€be€increased€to€duration€of€load.ÐøH ` (#` (# Ðà0   àà0€ (# (#à5.à0` €(#€(#àHorizontal€shear€perpendicular€to€glue€line,€Fòòvóó€=€290€psi€(2.0Ð À ÐÔ_ÔMpaÔ_Ô)ЈØ` (#` (# ÐÌà0   àD.à0€ (# (#àÔ_ÔPrefabricatedÔ_Ô€Wood€„I„Joists:€Units€manufactured€by€bending€flanges€toÐ h Ðwebs€with€exterior„type€adhesive€complying€with€ASTM€D€2559€to€produceÐ à0 ÐI„shaped€joists€complying€with€the€following€requirements:Шø€(#€(# Ðà0   àà0€ (# (#à1.à0` €(#€(#àFlange€material:€Laminated€veneer€lumber€or€dimension€lumber.ÐpÀ` (#` (# Ðà0   àà0€ (# (#à2.à0` €(#€(#àWeb€Material:€Plywood€or€oriented€strand€board€(OSB),€complyingÐ 8ˆ Ðwith€DOC€PS€2.ÐP` (#` (# Ðà0   àà0€ (# (#à3.à0` €(#€(#àStructural€Capacities:€Establish€and€monitor€structural€capacitiesÐ È Ðaccording€to€ASTM€D€5055.Ðà` (#` (# Ðà0   àà0€ (# (#à4.à0` €(#€(#àSizes:€Depths€and€widths€as€indicated,€with€flanges€not€less€thanÐ X¨ Ð1„1/2€inches€(38€mm)€in€actual€width.Ð p` (#` (# Ðà0   àà0€ (# (#à5.à0` €(#€(#àMinimum€capacities.Ðè8` (#` (# ÐÌ*************************************************************************Ð xÈ! ÐInsert€properties€of€wood€I„joists.Ð @" Ð*************************************************************************Ð  X# Ðà0   àà0€ (# (#àà0` €(#€(#àa.à0@ ` (#` (#àVertical€shear:€òò€€€€€€€€óó€Pounds€(€òò€€€€€€€€óóN)ÐÐ $@ (#@ (# Ðà0   àà0€ (# (#àà0` €(#€(#àb.à0@ ` (#` (#àEnd€reaction:€òò€€€€€€€óó€Pounds€(òò€€€€€€€€óóN)И!è%@ (#@ (# Ðà0   àà0€ (# (#àà0` €(#€(#àc.à0@ ` (#` (#àMoment€resistance:€òò€€€€€€€€€óó€Foot„pounds€(òò€€€€€€€óóN„m)Ð`"°&@ (#@ (# Ðà0   àà0€ (# (#à6.à0` €(#€(#àProvide€required€blocking€and€connectors€to€laterally€stabilizeÐ (#x' Ðthe€joists€at€the€points€of€required€lateral€support€as€requiredÐ ð#@( Ðby€the€shop€drawings€or€manufacturerððs€literature.€€As€a€minimum,Ð ¸$ ) Ðfurnish€and€install.Ѐ%Ð *` (#` (# Ðà0   àà0€ (# (#àà0` €(#€(#àa.à0@ ` (#` (#àTwo€web€stiffeners€at€each€bearing€with€a€minimum€bearingÐ H&˜!+ Ðlength€of€1„3/4€inch.Ð'`",@ (#@ (# Ðà0   àà0€ (# (#àà0` €(#€(#àb.à0@ ` (#` (#àSolid€blocking€of€joists€are€not€installed€in€framingÐ Ø'(#- Ðhangers.Р(ð#.@ (#@ (# ÐÌ2.5à0 € àBUILDING€PAPERÐ0*€%0€(#€(# ÐÐ ø*H&1 Ð****************************************************************************Ð ° ÐEdit€if€Type€II€(No€30)€felt€is€required.Ð xÈ Ð***************************************************************************Ð @ ÐÌà0   àA.à0€ (# (#àAsphalt€saturated€felt:€ASTM€D€226,€Type€I€(No€15),€Ô_ÔnonperforatedÔ_Ô.ÐÐ €(#€(# ÐÌ2.6à0 € àINSTALLATION€MATERIALSÐ` °€(#€(# ÐÌà0   àA.à0€ (# (#àRequirements:€€Furnish€connection€items€required€or€shown€on€theÐ ð @ Ðdrawings€for€joining€framing€members€to€each€other€or€existingÐ ¸   Ðconstruction€and€to€their€supports.Ѐ Ð €(#€(# ÐÌà0   àB.à0€ (# (#àNails,€Wire,€Brads,€and€Staples:€FS€FF„N„105Ð` €(#€(# ÐÌà0   àC.à0€ (# (#àScrews:€ASME€B1B.6Рð €(#€(# ÐÌà0   àD.à0€ (# (#àBolts,€Nuts€and€Washers:€Steel€bolts€complying€with€ASTM€A€307,€GradeÐ 0€  ÐA.€€Nuts€shall€be€according€to€ASTM€A€563.€€Provide€cut€washers€orÐ øH  Ðmetal€and€malleable€iron€washers€on€wood€under€nuts.ÐÀ€(#€(# ÐÌà0   àE.à0€ (# (#àLag€Bolts:€ASME€B1B.2.1ÐP €(#€(# ÐÌà0   àF.à0€ (# (#àMetal€Framing€Anchors:€€Ðà0€(#€(# Ðà0   àà0€ (# (#à1.à0` €(#€(#àGeneral:€Provide€galvanized€steel€framing€anchors€of€structuralÐ ¨ø Ðcapacity,€type,€and€size€indicated.ÐpÀ` (#` (# Ðà0   àà0€ (# (#à2.à0` €(#€(#àAllowable€Design€Loads:€Provide€products€with€allowable€designÐ 8ˆ Ðloads,€as€published€by€manufacturer,€that€meet€or€exceed€thoseÐ P Ðindicated.€€Manufacturerððs€published€values€shall€be€determinedÐ È Ðfrom€empirical€data€or€by€rational€engineering€analysis,€andÐ à Ðdemonstrated€by€comprehensive€testing€performed€by€a€qualifiedÐ X¨ Ðindependent€testing€agency.Ð p` (#` (# ÐÌà0   àG.à0€ (# (#àMiscellaneous€Metals:€€True€to€shape,€well€finished,€free€fromÐ °  Ðimperfections,€clean,€and€free€from€corrosion.ÐxÈ!€(#€(# ÐÌà0   àH.à0€ (# (#àFinishing€Materials:€€€Where€connectors€are€exposed€to€weather,Ð  X# Ðembedded€in€concrete,€in€ground€contact,€or€in€an€area€of€highÐ Ð $ Ðhumidity,€provide€fasteners€with€a€hot„dip€zinc€coating€per€ASTM€A€153Ð ˜!è% Ðor€Type€304€stainless€steel.Ð`"°&€(#€(# ÐÌ2.7à0 € àSILL€SEALERÐð#@(€(#€(# ÐÌà0   àA.à0€ (# (#àSill€Sealer€Gaskets:€Glass€fiber€resilient€insulation,€fabricated€inÐ €%Ð * Ðstrip€form,€for€use€as€a€sill€sealer;€1€inch€(25€mm)€nominalÐ H&˜!+ Ðthickness,€compressible€to€1/32€inch€(0.8€mm);€selected€fromÐ '`", Ðmanufacturerððs€standard€widths€to€suit€width€of€sill€membersÐ Ø'(#- Ðindicated.Р(ð#.€(#€(# ÐÔ_ÔÔ_ÔÌòòPART€3:€€EXECUTIONóóÐ 0*€%0 ÐÐ ø*H&1 Ð3.1à0 € àGENERAL€INSTALLATIONа€(#€(# ÐÌÌà0   àA.à0€ (# (#àInstall€rough€carpentry€work€in€accordance€with€the€[Uniform€BuildingÐ X ÐCode,€1997€edition]€[€and€as€shown€on€approved€shop€drawings].ÐÐ €(#€(# ÐÌà0   àB.à0€ (# (#àSet€rough€carpentry€to€required€Ô_ÔlevlesÔ_Ô€and€lines,€with€members€plumb,Ð ` ° Ðtrue€to€line,€cut,€and€fitted.Ð( x€(#€(# ÐÌà0   àC.à0€ (# (#àFit€rough€carpentry€to€other€construction;€scribe€and€cope€as€requiredÐ ¸   Ðfor€accurate€fit.€€Correlate€location€of€furring€nailers,€blocking,Ð € Ð  Ðgrounds,€and€similar€supports€to€allow€attachment€of€otherÐ H ˜  Ðconstruction.Ð` €(#€(# ÐÌà0   àD.à0€ (# (#àFraming€Standard:€Comply€with€Ô_ÔAFPAÔ_Ôððs€ð ðManual€for€Wood€FrameÐ  ð  ÐConstruction,ðð€unless€otherwise€indicated.Ðh¸ €(#€(# ÐÌà0   àE.à0€ (# (#àEngineered€Wood€Products:€Install€in€accordance€with€manufacturerððsÐ øH  Ðwritten€instructions.ÐÀ€(#€(# ÐÌà0   àF.à0€ (# (#àDo€not€splice€structural€members€between€supports.ÐP €(#€(# ÐÌà0   àG.à0€ (# (#àLoading:€Temporary€construction€loads€which€cause€member€stressesÐ à0 Ðbeyond€design€limits€shall€not€be€permitted.Шø€(#€(# ÐÌ3.2à0 € àFASTENERS€AND€SUPPORTSÐ8ˆ€(#€(# ÐÌà0   àA.à0€ (# (#àUse€common€wire€nails,€unless€otherwise€indicated.€€Use€finishingÐ È Ðnails€for€finish€work.€€Select€fasteners€of€size€that€will€not€fullyÐ à Ðpenetrate€members€where€opposite€side€will€be€exposed€to€view€or€willÐ X¨ Ðreceive€finish€materials.€€Make€tight€connections€between€members.€Ð  p ÐInstall€fasteners€without€splitting€wood;€Ô_ÔpredrillÔ_Ô€as€required.Ðè8€(#€(# ÐÌà0   àB.à0€ (# (#àSecurely€attach€rough€carpentry€work€to€substrate€by€anchoring€andÐ xÈ! Ðfastening€as€indicated,€complying€with€the€following:Ð@"€(#€(# Ðà0   àà0€ (# (#à1.à0` €(#€(#àCABO€Ô_ÔNERÔ_Ô„272€for€power€drive€staples,€P„nail,€and€alliedÐ  X# Ðfasteners.ÐÐ $` (#` (# Ðà0   àà0€ (# (#à2.à0` €(#€(#àPublished€requirements€of€metal€framing€anchor€manufacturer.€Ð ˜!è% ÐProvide€the€number€and€kind€indicated.€€Fill€all€nail€holes€withÐ `"°& Ðprescribed€nails.Ð(#x'` (#` (# Ðà0   àà0€ (# (#à3.à0` €(#€(#àNailing€schedule€in€[table€23„II„B„1,€Uniform€Building€Code,€1997Ð ð#@( Ðedition].и$ )` (#` (# ÐÌà0   àC.à0€ (# (#àAlignment:€Prior€to€applying€metal€connectors€or€sheet€metal€items,Ð H&˜!+ Ðcare€shall€be€taken€to€ascertain€that€the€members€to€be€connected€areÐ '`", Ðproperly€lined€up€with€respect€to€each€other€and€the€remainder€of€theÐ Ø'(#- Ðstructure.Р(ð#.€(#€(# ÐÌà0   àD.à0€ (# (#àSpacing€of€Connectors:€Conform€to€the€end€and€edge€minimum€measurementÐ 0*€%0 Ðfor€the€size€of€the€member€concerned.Ðø*H&1€(#€(# Їà0   àE.à0€ (# (#àDrill€holes€1/16€inch€larger€than€bolt€diameter.а€(#€(# ÐÌà0   àF.à0€ (# (#àLag€Bolts:€Drill€lead€holes€according€to€the€following€table:Ð@€(#€(# ÐÌà0   àà0€ (# (#àòòLAG€BOLT€DIAMETERóóà0€(#€(#àà0à(#(#àà0Àà(#à(#àà0 À(#À(#àà0€ (# (#àòòLEAD€HOLE€DIAMETERóóÐÐ €(#€(# ÐÌà0   àà0€ (# (#à1/4€inch€(6.4€mm)à0€(#€(#àà0à(#(#àà0Àà(#à(#àà0 À(#À(#àà0€ (# (#à5/32€inch€(4€mm)Ð` °€(#€(# Ðà0   àà0€ (# (#à3/8€inch€(9.5€mm)à0€(#€(#àà0à(#(#àà0Àà(#à(#àà0 À(#À(#àà0€ (# (#à15/64€inch€(6€mm)Ð( x€(#€(# Ðà0   àà0€ (# (#à1/2€inch€(13€mm)à0€(#€(#àà0à(#(#àà0Àà(#à(#àà0 À(#À(#àà0€ (# (#à5/16€inch€(7.9€mm)Ðð @€(#€(# Ðà0   àà0€ (# (#à5/8€inch€(16€mm)à0€(#€(#àà0à(#(#àà0Àà(#à(#àà0 À(#À(#àà0€ (# (#à13/32€inch€(10€mm)и  €(#€(# Ðà0   àà0€ (# (#à3/4€inch€(19€mm)à0€(#€(#àà0à(#(#àà0Àà(#à(#àà0 À(#À(#àà0€ (# (#à1/2€inch€(13€mm)Ѐ Ð €(#€(# ÐÌ3.3à0 € àWALL€AND€PARTITION€FRAMINGÐ` €(#€(# ÐÌà0   àA.à0€ (# (#àTriple€studs€at€corners€and€intersections.Рð €(#€(# ÐÌà0   àB.à0€ (# (#àHeaders€for€openings€shall€be€sized€as€noted€below.€€Studs€andÐ 0€  Ðcripples€for€openings€shall€be€nailed€together€with€16d€nails€at€24Ð øH  Ðinches€o.c.€€Header€material€shall€be€spaced€with€continuous€plywoodÐ À Ðor€surfaced€lumber€spacers€to€equal€the€stud€width.€€Where€headers€andÐ ˆØ Ðcripples€are€noted€on€the€drawings,€those€sizes€shall€supercede€thisÐ P  Ðlist.Ðh€(#€(# ÐÌòòà0   àà0€ (# (#àHEADERSà0@ €(#€(#àà0 @ (#@ (#àMAXIMUM€SPANà0À (# (#àà0 À(#À(#àà0€ (# (#àà0`€(#€(#àCRIPPLE€STUDSШø`(#`(# ÐóóÌà0   àà0€ (# (#àTwo€2x6à0@ €(#€(#àà0 @ (#@ (#à4€ft„0€in€(1200€mm)à0€ (# (#àà0`€(#€(#àdouble€studs€each€endÐ8ˆ`(#`(# Ðà0   àà0€ (# (#àTwo€2x8à0@ €(#€(#àà0 @ (#@ (#à5€ft„6€in€(1700€mm)à0€ (# (#àà0`€(#€(#àdouble€studs€each€endÐP`(#`(# Ðà0   àà0€ (# (#àTwo€2x10à0@ €(#€(#àà0 @ (#@ (#à7€ft„9€in€(2400€mm)à0€ (# (#àà0`€(#€(#àtriple€studs€each€endÐÈ`(#`(# Ðà0   àà0€ (# (#àTwo€2x12à0@ €(#€(#àà0 @ (#@ (#à8€ft„6€in€(2600€mm)à0€ (# (#àà0`€(#€(#àtriple€studs€each€endÐà`(#`(# ÐÌÔ_ÔÔ_Ôà0   àC.à0€ (# (#àInstall€a€2€inch€nominal€(50€mm€actual)€Ô_ÔfirestoppingÔ_Ô€between€all€studsÐ  p Ðat€approximate€midpoint€for€all€walls€10€feet€(3000€mm)€or€higher.€Ð è8 ÐProvide€miscellaneous€blocking€and€framing€as€shown€and€as€required€toÐ °  Ðsupport€facing€materials,€fixtures,€specialty€items,€and€trim.ÐxÈ!€(#€(# ÐÌà0   àD.à0€ (# (#àWall€Plate€Anchorage:€Anchor€bolts€shall€be€installed€at€6€ft„0€inchÐ  X# Ð(1800€mm)€on€center,€maximum.€€There€shall€be€a€minimum€of€two€boltsÐ Ð $ Ðper€piece€with€one€bolt€located€within€12€inches€of€each€end€of€eachÐ ˜!è% Ðpiece.Ð`"°&€(#€(# ÐÌà0   àE.à0€ (# (#àWall€Openings:€Locate€accurately€allowing€for€scheduled€door€or€windowÐ ð#@( Ðsizes,€shim€spaces,€and€applied€trim€as€detailed.и$ )€(#€(# ÐÌà0   àF.à0€ (# (#àSill€Plate€Preservative:€Sill€plates€shall€be€construction€heart€gradeÐ H&˜!+ ÐRedwood€or€shall€be€pressure€treated€in€accordance€with€Section€06311.Ð'`",€(#€(# ÐÌ3.4à0 € àFLOOR€JOIST€FRAMINGР(ð#.€(#€(# ÐÌà0   àA.à0€ (# (#àGeneral:€Install€floor€joists€with€crown€edge€up€and€support€ends€ofÐ 0*€%0 Ðeach€member€with€not€less€than€1„1/2€inches€(38€mm)€of€bearing€on€woodÐ ø*H&1 Ðor€metal,€or€3€inches€(76€mm)€on€masonry.а€(#€(# ÐÌÌà0   àB.à0€ (# (#àFire€Cuts:€At€joists€built€into€masonry,€bevel€cut€ends€3€inches€€€Ð X Ð(76€mm)€and€do€not€embed€more€than€4€inches€(102€mm).ÐÐ €(#€(# ÐÌà0   àC.à0€ (# (#àDo€not€notch€in€middle€third€of€joists;€limit€notches€to€1/6€depth€ofÐ ` ° Ðjoist,€1/3€at€ends.€€Do€not€bore€holes€larger€than€1/3€depth€of€joist;Ð ( x Ðdo€not€locate€closer€than€2€inches€(5€mm)€from€top€or€bottom.Ðð @€(#€(# ÐÌà0   àD.à0€ (# (#àProvide€solid€blocking€of€2€inch€nominal€(33€mm€actual)€thickness€byÐ € Ð  Ðdepth€of€joist€at€ends€of€joists.ÐH ˜ €(#€(# ÐÌà0   àE.à0€ (# (#àLap€members€framing€from€opposite€sides€of€beams,€girders,€orÐ Ø(  Ðpartitions€not€less€than€4€inches€(102€mm)€or€securely€tie€opposingÐ  ð  Ðmembers€together.€€Provide€solid€blocking€of€2€inch€nominal€(38€mmÐ h¸  Ðactual)€thickness€by€depth€of€joist€over€supports.Ð0€ €(#€(# ÐÌà0   àF.à0€ (# (#àProvide€bridging€of€type€indicated€below,€at€intervals€of€96€inchesÐ À Ð(2438€mm)€o.c.,€between€joists.Ј؀(#€(# Ðà0   àà0€ (# (#à1.à0` €(#€(#àDiagonal€wood€bridging€formed€from€bevel€cut€1€x€3€inch€nominalÐ P  Ð(19€x€64€mm€actual)€size€lumber,€double€crossed€and€nailed€bothÐ h Ðends€to€joists.Ðà0` (#` (# Ðà0   àà0€ (# (#à2.à0` €(#€(#àSteel€bridging€installed€to€comply€with€bridging€manufacturerððsÐ ¨ø Ðwritten€instructions.ÐpÀ` (#` (# ÐÌà0   àG.à0€ (# (#àErection€bracing€in€addition€to€specified€bridging€shall€be€providedÐ P Ðas€needed€to€keep€the€joists€straight€and€plumb€as€required€to€assureÐ È Ðadequate€lateral€support€for€the€individual€joists€and€the€entireÐ à Ðsystem€until€the€sheathing€material€has€been€applied.ÐX¨€(#€(# ÐÌà0   àH.à0€ (# (#àInspection:€The€Contractor€shall€notify€the€Contracting€Officer€inÐ è8 Ðwriting€prior€to€enclosing€the€joists€for€inspection€of€theÐ °  Ðinstallation.ÐxÈ!€(#€(# ÐÌ3.5à0 € àRAFTERS€AND€CEILING€JOIST€FRAMINGÐ X#€(#€(# ÐÌà0   àA.à0€ (# (#àCeiling€Joists:€Install€ceiling€joists€with€crown€edge€up€andÐ ˜!è% Ðcomplying€with€requirements€specified€above€for€floor€joists.€€FaceÐ `"°& Ðnail€to€ends€of€parallel€rafters.Ð(#x'€(#€(# ÐÌà0   àB.à0€ (# (#àRafters:€Notch€to€fit€exterior€wall€plates€and€attach€with€toe€nail€orÐ ¸$ ) Ðuse€metal€framing€anchors,€as€shown€on€drawings.€€At€hips€and€valleys,Ð €%Ð * Ðprovide€double€valley€rafters€of€size€shown€or,€if€not€shown,€of€sameÐ H&˜!+ Ðthickness€as€regular€rafters€and€2€inches€(50€mm)€deeper.€€Bevel€endsÐ '`", Ðof€jack€rafters€for€full€bearing€against€hip€and€valley€rafters.€Ð Ø'(#- ÐBracing€and€inspection€requirements€shall€be€those€specified€forÐ  (ð#. Ðjoists€above.Ðh)¸$/€(#€(# ÐÌ3.6à0 € àSHEATHINGÐø*H&1€(#€(# Їà0   àA.à0€ (# (#àGeneral:€Comply€with€applicable€recommendations€contained€in€APA€FormÐ ° ÐNo.E30,€ð ðAPA€Design/Construction€Guide:€Residential€&€Commercialðð,€forÐ xÈ Ðtypes€of€structural€use€panels€and€applications€indicated.Ð@€(#€(# ÐÌà0   àB.à0€ (# (#àRoof€Sheathing:ÐÐ €(#€(# Ðà0   àà0€ (# (#à1.à0` €(#€(#àFollow€recommendations€of€APA.€€Install€sheathing€horizontallyÐ ˜è Ð(long€edge€perpendicular€to€supports)€with€a€1/8€inch€(3€mm)€spaceÐ ` ° Ðat€all€edge€and€end€joints.€€Stagger€end€joints€1/2€the€length€ofÐ ( x Ðthe€panel.Ðð @` (#` (# Ðà0   àà0€ (# (#à2.à0` €(#€(#àProvide€edge€support€with€either€tongue€and€groove€joints,€lumberÐ ¸   Ðblocking€at€edge€joints,€or€one€panel€clip€per€span€per€edge.Ѐ Ð ` (#` (# ÐÌ**************************************************************************Ð `  ÐNailing€schedule€may€change€for€diaphragm€nailing.€€Design€nailing€to€resistÐ Ø(  Ðwind€or€earthquake€forces.Ð  ð  Ð***************************************************************************Ð h¸  ÐÌà0   àà0€ (# (#à3.à0` €(#€(#àMinimum€fasteners€shall€be€as€follows,€unless€otherwise€specifiedÐ øH  Ðor€shown€on€the€drawings:ÐÀ` (#` (# Ðà0   àà0€ (# (#àà0` €(#€(#àa.à0@ ` (#` (#àPanels€under€1„1/8€inch€(28€mm)€thick,€8d€nails,€commonÐ ˆØ Ðsmooth€or€deformed€shank,€at€6€inches€(150€mm)€on€center€atÐ P  Ðpanel€edges,€12€inches€(300€mm)€on€center€at€intermediateÐ h Ðsupports.Ðà0@ (#@ (# Ðà0   àà0€ (# (#àà0` €(#€(#àb.à0@ ` (#` (#àPanels€1„1/8€inch€(28€mm)€thick,€8d€ring€or€screw€shank€orÐ ¨ø Ð10d€common€nails€at€6€inches€(150€mm)€on€center€at€allÐ pÀ Ðsupports.Ð8ˆ@ (#@ (# ÐÌà0   àC.à0€ (# (#àWall€Sheathing:ÐÈ€(#€(# Ðà0   àà0€ (# (#à1.à0` €(#€(#àFollow€recommendations€of€APA.€€Install€sheathing€vertically€orÐ à Ðhorizontally€with€a€1/8€inch€(3€mm)€space€at€all€edge€and€endÐ X¨ Ðjoints.€€If€sheathing€is€installed€horizontally,€block€allÐ  p Ðhorizontal€joints.Ðè8` (#` (# ÐÌ*************************************************************************Ð xÈ! ÐNailing€schedule€may€change€Ô_ÔfprÔ_Ô€shear€wall€nailing.€€Design€nailing€to€resistÐ @" Ðwind€or€earthquake€forces.Ð  X# Ð***************************************************************************Ð Ð $ ÐÌà0   àà0€ (# (#à2.à0` €(#€(#àMinimum€fasteners€shall€be€common,€smooth,€annular,€spiral„thread,Ð `"°& Ðor€galvanized€box€nails,€and€shall€be€sized€and€spaced€as€follows,Ð (#x' Ðunless€otherwise€specified€or€shown€on€the€drawings:Ðð#@(` (#` (# Ðà0   àà0€ (# (#àà0` €(#€(#àa.à0@ ` (#` (#àPanels€3/8€inch€(9.5€mm)€thick,€6d€nails€at€6€inches€(150€mm)Ð ¸$ ) Ðon€center€at€panel€edges,€12€inches€(300€mm)€on€center€atÐ €%Ð * Ðintermediate€supports.ÐH&˜!+@ (#@ (# Ðà0   àà0€ (# (#àà0` €(#€(#àb.à0@ ` (#` (#àPanels€1/2€inch€(12.7€mm)€thick,€8d€nails€at€6€inches€(150Ð '`", Ðmm)€on€center€at€panel€edges,€12€inches€(300€mm)€on€center€atÐ Ø'(#- Ðintermediate€supports.Р(ð#.@ (#@ (# ÐÌ****************************************************************************Ð 0*€%0 ÐDelete€the€entries€for€types€of€Ô_ÔsubflooringÔ_Ô€not€used.Ð ø*H&1 Ð***************************************************************************Ð ° ÐÌÌà0   àD.à0€ (# (#àÔ_ÔSubflooringÔ_ÔÐX€(#€(# Ðà0   àà0€ (# (#à1.à0` €(#€(#àSheathing€Ô_ÔSubflooringÔ_Ô:€Install€panels€with€the€long€dimensionsÐ Ð  Ðperpendicular€to€the€supports.€€Contractor€may€use€either€a€nailÐ ˜è Ðdown€system€or€a€glue€nail„down€system.€€Follow€recommendations€ofÐ ` ° ÐAPA.€€Allow€1/8€inch€(3€mm)€space€at€all€edge€and€end€joints.Ð( x` (#` (# Ðà0   àà0€ (# (#à2.à0` €(#€(#àUnderlayment:€Follow€recommendations€of€APA.€€Install€underlaymentÐ ð @ Ðover€Ô_ÔsubfloorÔ_Ô€just€before€laying€finish€floor.€€Stagger€end€jointsÐ ¸   Ðand€offset€joints€at€least€2€inches€(50€mm)€from€joints€ofÐ € Ð  ÐÔ_ÔsubfloorÔ_Ô€panels.€€Countersink€nails€or€screws€1/16€inch€(1.5€mm).€Ð H ˜  ÐFill€and€thoroughly€sand€edge€joints.€€Allow€1/32€inch€(0.8€mm)Ð `  Ðspace€at€all€edge€and€end€joints.ÐØ( ` (#` (# Ðà0   àà0€ (# (#à3.à0` €(#€(#àCombination€Ô_ÔSubfloorÔ_Ô€Underlayment:€Contractor€has€the€option€ofÐ  ð  Ðusing€either€a€nail€down€or€a€glue€down€system.€€FollowÐ h¸  Ðrecommendations€of€APA.€€Install€with€the€long€dimensionÐ 0€  Ðperpendicular€to€the€supports€and€with€smooth€side€up.€€InstallÐ øH  Ðlumber€blocking€between€joists€at€panel€edges,€if€tongue€andÐ À Ðgroove€joints€are€not€used.€€Allow€1/8€inch€(3€mm)€space€at€allÐ ˆØ Ðedge€and€end€joints.ÐP ` (#` (# ÐÌ3.7à0 € àLODGEPOLE€Ô_ÔPINEÔ_ÔÐà0€(#€(# ÐÌà0   àA.à0€ (# (#àPreparationÐpÀ€(#€(# Ðà0   àà0€ (# (#à1.à0` €(#€(#àDrill€holes€in€whole€logs€for€bolt€anchors€and€steel€reinforcingÐ 8ˆ Ðrod€columns€as€shown€on€the€drawings.ÐP` (#` (# Ðà0   àà0€ (# (#à2.à0` €(#€(#àDrill€holes€in€siding€for€attachment€to€the€concrete€backup€wall.ÐÈ` (#` (# ÐÌà0   àB.à0€ (# (#àSiding:ÐX¨€(#€(# Ðà0   àà0€ (# (#à1.à0` €(#€(#àLodgepole€siding€shall€be€installed€with€ends€alternating€toÐ  p Ðcreate€joints€as€uniform€as€possible.€€Attach€siding€to€[masonryÐ è8 Ðbackup€with€toggle€bolts€as€shown].а ` (#` (# ÐÌà0   àC.à0€ (# (#àRoof€Corduroy:Ð@"€(#€(# Ðà0   àà0€ (# (#à1.à0` €(#€(#àInstall€roof€corduroy€poles€snugly.€€Toenail€poles€to€roof€beamsÐ  X# Ðwith€60d€nails€and€bolt€to€beams€as€shown€on€the€drawings.€€CoverÐ Ð $ Ðwith€plywood€sheathing€nailed€as€shown.И!è%` (#` (# ÐÌÔ_ÔÔ_ÔÌÌÌà@00,ìàEND€OF€SECTIONˆÐ €%Ð * ÐÌÌ