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_ �.u15 oils Y�
<br /> .Vr rr..NSTOTALI 5 CREDITEE0Ul� ......._... ... _.. _
<br /> MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM S71)E,STAPLES SMALL BEPLACED
<br /> ALL MASONRY FIREPLACES AND CHIMNEYS SHALL BE CONSTRUCTED TO CONFORM TO AL,L FLOOR
<br /> Table R406.2 Summary NOT MORE THAN 8"O.0 AND GAPS BETWEEN THE FACING AND FHE FRAMING SHALL NOT EXCEED
<br /> APPLICABLE PORTIONS OF CHAPTER TO OF THE wo3 IRC CODE FLUE LINER MINIMUM 5/8"FIRE Option Description Credit(s) ihC SHEATHING SHALL BE3/4 INCH TONGUE&GROOVE A.PA RATED SHEATHING.SPAN RATING 48/z4
<br /> CLAY(OR EQUIVEIALENT)PER IRC.FLUE AREA PER IRC CHIMNEYS SHALL SUPPORT ONLY THEIR 1a Efficient Building En'a:eiopela 0.5
<br /> WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS UNLI'�SS NOTED OTHERWISE NAIL WITH _
<br /> 1b Efficient BuildingEnvelope 1b 1.0 e'
<br /> OWN WEIGHT UNLESS SPECIFICALLY DESIGNED TO SUPPORT ADDITIONAL LOADS.ALL p AGROUND COVER OF 6 Mli,(0.006")BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER all
<br /> 1C Efficient Building Envelope I 2.0 Tod COMMON NAILS AT6INCHESON CENTER AT SUPPORTED PANEL EDGES&To INCHES ON w
<br /> FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITT114G FLUE DAMPERS OPERATED WITH A 2a Air Leakage Control and Efficient Ventilation 2a 0,5 THE GROUND IN ALL CRAWL SPACES.THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT
<br /> CENTERATINTERMEDIATE SUPPORTS.THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST f
<br /> 2b Air Leakage Control and Efficient Ventilation 2b 1.0 EACH]OINTANDSHALLEXTENDTOTHEFOUNDATIONWALL. _
<br /> READILYACCESSiBLE MANUAL ORAPPROVL'D AUTOMATIC CONTROL,AND AN OUTSUDE SOURCE e
<br /> 2c Air Leakage Control and Efficient Ventilation 2c 1.5 AND THE TONGUE ANDGROOVEJOINTSWITHANAPPROVEDADH£SNE. 'a a
<br /> OF COMBUSTION AIX MINIMUM DUCT SIZE OF 6'SQUARE INCHES IN AREA PROVIDED WITH. 3a High EfflciencyHVAC 3a. 0.5 THE NETFREEVEN'IILATINGAREAFORATTIC VENTILATION MAY BET/3ooOF THE AREA OFTHE Qf.ZQ W g
<br /> READILYACCESSiBLE DAMPER LOCATED iNFRONFPARTOF FIREBOX.PREFABRICATED 3b High Efficiency HVAC 3b 1,0 VENTILATED SPACE PROVIDED THATAVAPORBARRiERHAVEA PERM RATING NOTEXCEEDiNG RooFSHEATFBNG U�m a N m
<br /> 3c High Effidency HVAC 3c 2.0 SHEATHING SHALL BE 7/T6"APA RATED SHEATHING SPAN RATING 32/16INSTALLED WITH LONG i4{Q" q 9
<br /> FIREPLACES CHIMNEYS AND RELATED COMPONENTS T'0 BEAR U.L OR i.C.B.O.SEAL OF APPROVAL ONE IS INSTALLED ON THE WARM SIDE OF THE INSULATION. m
<br /> 3d 'High Efficiency HVAC 3d 1.0 fY= < „?�
<br /> AND TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.HEARTHS SHALL EXTENT w"MIN 4 High Efficiency HVAC Distribution System 1.0 _._. -- _....._ DIMENSION ACROSS SUPPORTS.PANEL ENDJOINTS SHALL OCCUR AT SUPPORTS.NAIL PANEL "N
<br /> Be Efficient Wafer Heating 0:5 EDGESVU TH8dNAILSAT a 2
<br /> IN FRONT AND 1z"(MIL)BEYOND EACH SIDE OF FIREPLACE OPENINGS.FIREPLACES SHALL BE 41NCHES ON CENTERAND To INCHES ON CENTERAT INTERMEDIATE p
<br /> 5b Efficient Water Heating 1.5
<br /> PROVIDED WITH TIGHTLY FITTING GLASS OR METAL DOORS. 6 Renewable Electric Energy 0.5 SUPPORTS
<br /> Total Credits
<br /> CBBEk2�Y DESIGN 1S 1N ACCORDANCE WITH THE zo.:';INTERNATIONAL BUILDING CODE Q.B.C.)/ WAIYSHFATFiWG
<br /> *Please refer t0 Table R406.2 for complete option descriptions INTERNATIONAL RESIDENTIAL CODE O.R.C)AS AMENDED BY THE LOCAL BUILDING DEPARTMENT.
<br /> � - SHEATHING SHALL BE 7/i6"A.P.A.RATED SHEATHING:SPAN RATING zgJo.PANEL 17VDJOINTS
<br /> ALL FRAMING SHALL COMPLYWITHTHE APPROPRIATE SECTION(S)OF THE=WIBCPRC.ALL http://www.energy.wsu.edu/Docutnents/2012%2ORes%2OEnqrgv.;y.; LIVE SHALL OCCURAT SUPPORTS.NAIL PANEL EDGES WITH 8d NAIIS AT4 INCHES ON CENTER AND TO
<br /> WOOD IN CONTACT WITFTCONCRL"rE TO BE PRESSURE'rRFATED. LATERAL INCHES ON CENFERAT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE
<br /> A 2X6 FRAMED AND INSULATED WITH R 2T FIBERGLASS BATTS.
<br /> I DRAWINGS.
<br /> 8"MINIMUM CLEARANCE BETWEEN WOOD AND EARTH B.2X4 FRAMED AND INSULATED WITH R-15 FIBERGLASS BATTS PLUS R 4.o FOAM VIINlp ------EXPOSURE B,85 MPH
<br /> I
<br /> 12"MINUMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH SHEATHING
<br /> SElSM1C- --------------PERDESIGN CATAGORYD(I.B.C.)
<br /> PRE-MANUFACTURES ROOF
<br /> is'MiNiMUM CLEARANCE BETWEEN FLOORJOiSTS AND EARTH C.2X4 FRAMED AND INSULATED WITH R 13 FIBERGLASS BATTS PLUS R-5.FOAM PERDESIGN CATAGORY D2(i.R .)C TRUSSES SHALL BE PLANTFABRICATED OF DOUGIAS-FIR/LARCH ORHEM-FIR TRUSS
<br /> l SHEATHING MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED,SiGNED AND
<br /> 111 FOUNDATIONS
<br /> DATED BYAWASHINGTON STATE LICENSED STRUCTURAL ENGINEER.SUBMITTRUSSSHOP
<br /> LOADING RGULATIONANDMOISTIrM EXTEND FOOTINGS TO FIRM UNDISTURBED SOiL;ASSUMED BEARING CAPACITY OF goo PSF.ALL
<br /> ROOF T5PSFDEADLOAD + PSF LIVE LOAD - PSF EBA]a EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF1'4'BELOW ADJACEN E.XTERIORFIMSHED S�.FE G�.NE}7iAL
<br /> FLOOR To PSF DEAD LOAD .+ 4oI'SF LIVE LOAD - Sow - UNLESS NOTED OTHERWISE,INSULATION SHALL COMFORM TO THE WASKING70N STATE ENERGY GRADE. ALLAPPLICABLE CODES AND AUTHORITIES HAVINGJURISTICTION SHALLBE FOLLOWED
<br /> Cr PING- 5 PSF DEAD LOAD + ToPSFLTVELOAD - 15PSF CODES,INSULATION BAFFLES TO.MAINTAINI-1/z"CLEAR SPACE ABOVE INSULATION. CAST-IN-PLACE CANCREfE - T. wit INTERNATIONAL RESIDENTIAL CODE ORC)WITH WASHINGTON STATE AMENDMENTS
<br /> DECK 5PSF DEAD LOAD + 6o PSF LIVE LOAD - 65 PSF BAFFLES TO EXTEND 6"ABOVE BAMNSULATION.
<br /> 1N'P£R10R PARTT110N 7 PSF Pc-3A n oo PSI�z8 DAYS.MINIMUM 5-1/2 SACKS OF CEMENT CUBIC YARD OF CONCRETE AND (WSA)EXCEPT CHAPTERS AND 25 TI;IROUGHTgz ARE NOT ADOPTED.WSA51-51 �
<br /> BAFFLES TO EXTEND 1z"ABOVE LOOSE FILL INSULATION. A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94#SACK OF CEMENT.NO SPECIAL INSPECTION 2. 204q.1NTERNATIONS BUILDING CODE QBC)WITH WASHINGTON STATE AMENDMENTS
<br /> `...._.. EXTERIORPARTiTTON _ 10PSF - INSULATE BEHIND BATHTUBSMSHOWES,PARMIONS,ANDCORNERS.
<br /> i - - REQUI\ED.TOTAL AIRENTRAINMENT SHALL NOT BE LESS THAN 5 PERCENT ORMORE THAN 7 (WS1)WAC5i-5o
<br /> WOOD BEARING ON OR INSTALLED WITHIN,"OF MASONRY OR CONCRETETO BE TREATED WITH FACE STAPLE BATTS. . - 2oit INTERNATIONAL MECHAMCAL CODE 1MC WITH WASHINGTON STATE
<br /> PERCE.rr.MAXIMUMSIZEDAGGREGAT'ES1ST-i/ziNCHESMAXIMUMSLUMP1541NCHFS.ALL 3• ( )
<br /> ' AN APPROVED PRESERVATIVE.SOLID BLOCKING OF NOT LESS THAN 2X THICKNESS SHALL BE FRICTION FIT FACES BATTS REINFORCING STEEL DOWELS,ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN AMENDMENTS(%4%WAC 51-52 -
<br /> PROVIDED AT ENDS AND ALL SUPPORT OFJOISTS AND RAFTERS.ANCHOR BOLTS PER SHEAR WALL USE 4 MIL(o.004")POLYETHYLENE VAPOR BARRIER AT WALLS.
<br /> �.-- _ POSITION PRIORTO POURING CONCRETE.ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES 4. 2c4%UNIFORM PLUMBING CODE(UPC)WITHWASHINGTON STATE AMENDMENTS EXCEPT
<br /> I
<br /> SCHEDULE AND FOUNDATION PLAN,7'MiNiMUM EMBEDMENT ALL METAL FRAMING ANCHORS USE FVA PAINT WITH A DRY CUP PERM RATING OF ONE(MAX) - TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MIMMUM EMBEDMENT INTO CHAPTERS 12ANDT5 ARE NOT ADOPTED.WAC5T-56 AND 51-57 t�✓�{
<br /> AND HANGERS SHOWN OR DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED R 10 INSULATION UNDER ELECTIR WATER HEATERS. CONCRETE AND MAXIMUM SPACING OF z FEET IN CENTER UNLESS NOTES OTHERWISE ON THE 5• 2oear INTERNATIONAL FUEL GAS CODE(FGC)IN WASHiNGTON STATE AMENDMENTS(WSA)
<br /> BYSLMPSON COMPANY OR APPROVED EQUAL -INMTRATION CONTROL 6. zoe,2WASHINGTON STATE ENERGY CODE(WSEC).WAC51-11
<br /> PLANS.MiNiMUM 2 BOLTS PER SILL PLATE PIECE.ONE BOLTTO BE PLACED WITHIN 61NCHES OF 7. wt.WASHiNGTON STATE VENTILATION AND iNDOORAiR QUiLiTY CODE(WSVIAQC).
<br /> T. EXTERIORJO1NfS AROUND WINDOWS AND DOOR FRAMES,OPENINGS,BETWEEN
<br /> EACH END OF THE SILL PLATE. WACS
<br /> -- - WALLSAND FOUNDATIONS,BETWEEN WALLSAND ROOF BETWEEN WALL PANELS, - -
<br /> _-.. OPENINGS AT PENETRATIONS Of tri LiTY SERVICES THROUGH WAL S,FLOORS AND
<br /> -- TABLE R401.1.I NSUL.4 PENETRATION RWMT5 B7 COMPC)NENT° - -
<br /> CLIMATE zoNE 5 a MARINE 4 b 1 ROOF,AND ALL OTHER SUCH OPENINGS IN TTHE BUILDINGS IN THE BUILDING ALL GRADES SHALL CONFORM TO W WPA GRADING RULES FOR WESTERN LUMBER LATEST CONSTRUCTION TYPE: V-B
<br /> FflrksmanoN u-FALroR map pgp f t I ENVELOPE,INCLUDING ACCESS PANELS INTO UNHEATED SPACES SHALL BE - EDITION.PROVDE CUT WASHERS UNDERALL NUTS AND BOLTS BEARING AGAINST WOOD.ALL
<br /> 'I
<br /> BcruGNr tl-FAOTCR pep, 'psi, root.3maa ma, OCCUPANCY TYPE: R-3 I '�
<br /> -- GLAZM FENESTWON 3M5C e• FIRulatlon R NR et•eOnLlp o4a Irm
<br /> LE1.114RVALUE+• 4S rw•Irt-aldleterrammg SEALED,CAULKED,GASKETED OR WEATHER STRIPPED TO LIMIT AIR FILTRATION.- WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE
<br /> VP TO 15 ftr°LAZED FENESTRATION
<br /> uaDV PRONE WALL eR R-VALUE E 11 1NT 21.s a a na BIDE Na AP SOLID OR UP To CONTRACTOR SHALL VERIFYALL NOTES,DIMENSIONS AND CONDITIONS PRIOR TO
<br /> MAU WALL It VALUE' awl^ al,<,. 24 n'I5 PER WED TO BE z• ALL EXTERIORDOORS,OT'HERTHAN FlRi�RATED DOORS SHALL BE DESIGNED TO TREATMENT NOTE.FASTNERS INSTALLED 1N PRESERVATIVE TREATED WOOD SHALL BE HOT- _
<br /> PLODR R-vaLUE n0 a 3m s EA"'IED FROM THE U.FALTOR - CONSTRUCTION CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL
<br /> REGMT OF TABLE R402.1.1 `C„
<br /> BELOW-GRAVE••WALL R-VALUE Ip l ANT.TB Ipf15/21 IN!'.TB LIMIT AIR FILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DIPPED GALVANIZED PERI.RC.SECTION R3Tg.3 NAILING SHALL CONFIRM WITH LRLC TABLE
<br /> 09 R-vALUE a DEPTH 10,,2 F•r p,a FT Dune TO BE N3uLATED PERMANANT CONNECTIONS HAVE BEEN MADE.iT iS THE CONTRACTORS REWNSABiL17YTO
<br /> ro MOf R-5 DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED"FIRE-RATED" R6o2.3(i)&R8ozio-ORi-B.C.TABLE z3o4.9.i ALL STRUCTURAL LUMBER SHALL BE AS NOTED -
<br /> ,.R-Veba me mm u-ra.ta-.a aNGe ar.max Wre,naw.I,maeaued M a<aVity)euU w 1..then w Label, - IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED,DIMENSIONS
<br /> as 9n wwp..w tro meai,w aamp.r.ad R-Velw ar ap lam.Rom�ppad x rml.Aloe.roll eat ba 1... AND MUST MEET THE ABOVE REQUIREMENT. BELOW;
<br /> WTI tha R-Va1u¢ep«Ined mw Labia TAKE PRECEDENCE OVER SCALED DRAWINGS,
<br /> b.ib feneetretlm U-racicT cotmn exclud.ekyllghU,iVp 9NGC colwm eppllr to ell gland f.rbetton -
<br /> Exuptlom EkyllgMa may Ua..eluded ham gbnd rpw4atlon'aL felv,'mte In Lllmete Zoree 1 Wo,gh 3 _, .,. -... .
<br /> inhere 1-3115L rw each ekyllglLLe doe not exceed"ll, .................... ___'__...... -..... .... ........
<br /> c'10ASRI.i6'metro R-10 rapt Iroul.m the mct of!ro well or R-IS on tM corh.Iroul.oa W Nm.af Alp wall a R-al -.
<br /> .- oavhyialL Iteuprm1156tTS't 111bapalbadW ea/ft..natwlm.ort lb aamweoatw,1 3. ALL EXTERIORWINDOWS SHALL BE DESIGNED TOADM]TAIR INFILTRATION INTO
<br /> ola,R-6 ea IMI.11 10/ISR..1 .1.O be fitted to met w/Ra13 cev� - - ----'-perm ty nwl.on llu Inl IX lap ba.amat well
<br /> p1 R 5 IW I,'q,ula mL ar ad orb weir de near.ua.i bra k bewea rloar elm a ba.mar,1 wa11. OR FROM BUILDING ENVELOPE WHiCH SHALL BE SUBSTAINTiATED BY 2X STUDS HEM-FIR#2-------Fb-850 PSi -
<br /> d R 10 wM.I S regd Inch heated elm an grade tlooro
<br /> EaJECFTODAWLE FROM
<br /> amar a 3rrc req'mt.m ua nerap eon. 'I
<br /> r.d II ul.nw regd n wee-hmld lac ] 5 GF°Ie1D 1VIND 3BREL WNTER IRd.EILD RED Ailt a. .FAN
<br /> g:.Rsaaved TESTING TO STANDARD ASTMEa83.73.SITE BUILTAND MILLWORK SHOP MADE zX FLOOR&ROOF OAST HEM-FIR#a------Fb•8 oP51
<br /> h PI! i Nty Inwl,IM le cant Inwl.,v irouL aWNg,aa'13•5'm.ne R-13 oavlty Wul pwe R-5 wrR Irool. WFATHE'RINC FROST TEPMYfE DEGIY
<br /> or aeul,aldl IF alrvCl ehalhl ana"! ,,PEEP, _. LWDECUV 't RDa LNG iNDIX ANNNAL- '- -rg. "g cores 40►p W.or SM extalor met amua Rilo a ,,Is p pm.mlllad b
<br /> n<radaaed by o ma s Upn Ra m me oa wwe.0 at h.0 Mg Ia wee to maaea a ao e1e ee twat WOODEN SASH ARE FJCEMPEFROM TFS T1NG BUT SHALL BE WEATHER-STRIPPED, 4X BEAMS DOUG-FIR/LARCH#z---Fb=875 PSI U D v q a GORr LINE MP Rer gm e m
<br /> I al 2adRthlaWpee. DEP114
<br /> I.m.and J-mews epplrJ-1t-, ra than roU u,e m al i.an the ammlor ar th,me...0 6X BEAMS DOUG-FIR/IARCH#2-Fb-85o PSI ,ream au VT
<br /> I.Tor.Inge.ran.-or Jal.t-Vatted akg.,up R-V.Iu.may b..d.d:a R-5e. CAULKED AND MADE TIGHTLY FITTING. '
<br /> k InL<IntanMdiete Raming)denol..tendarcl Raining*o wIN hdro Vwl SOLE,a minhun R•10 Iro I. MODE-RATE TO -L Log and aolld diner a alb alth a min average lhldvms or 39 a exalt hoe ft.11,regkL - as LB e„ 00110 MODERATE ,8' NO
<br /> at Uwe Awl taaeK or w P,4a"aa R-30 anal axtam o well.tap platu a a iV It eam bs wad m Ilea or 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER W.S.E.C. COLUMNS DOUG-FIR/LARCH#2--Fb-875 PSI m MDDs
<br /> R-3E.R-33 mey be used In Ilia,or R 4S,hare peov"laod tk,.Mm eAw b are t-P plat.a adv.. Da
<br /> PIPING FOR HOTWATER/STEAM SYSTEMS OF PIPING FOR CONTiNiOUSLY CIRCULATING HOT LUMBERNOTNOTED DOUG-FIRMRCH#z--Fb-85oPSI EoyrvEUN FunoPRPssuRE vP.LF w EswvNEDwAus7
<br /> go P.CF(ftE$TP,AWED WALLS) '
<br /> WATER SERVICE IS REQUIRED TO BE INSULATED PER THE W.S.EC SERVICE WATER PIPING SHALL MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL.ALL HANGERS SHALL BE
<br /> -_ - - BE INSULATED TOA MINIMUM OFR3. FASTENED TO WOOD WITH PROPER NAILS.ALL HOLES SHALL BE NATLED-MACHINE BOLTS TO BE �SC� 5CK1Li_
<br /> GLAZING SCHEDULE ATTACHED TO DOCUMENT _..
<br /> Ago7.ANCHORBOLTS INTO CONCRETE SMALL BE518 INCH DiAMETERWITH7 INCHES OF SITE \VO>�K �����
<br /> j ----
<br /> VAS lirlY4ER-S/GROIAID COVERS
<br /> '' EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS.ALL NAILS SHALL BE ALL FOOTING TO 13EAR ON FIRM MISTURBED EARTH BELOW ORGANIC SURFACE SOILS-ALL BACK
<br /> - AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS,IN ENCLOSED COMMON WIRE NAILS NAILING SHALL BE IN ACCORDANCE WITH 1 BC SCHEDULE 16d COMMON - � � FILL MATERIAL SHALL BE THOUROUGHLY COMPACTED.FOUNDATION VENTS SHALL NOT - _ j
<br /> RADiANfsIAB I
<br /> r--�- RATTER SPACES FORMED WHERE ----- --- --
<br /> -- ---- 1NTI:RFEREWITHTHEDIRECTLOADPATHOFCOLUMIVS. i
<br /> u R-To FO4MiNSULA110N,CONTINIOUS WITH THERMAL BREAKS(WSEC 502.14.9) NAIL DIAMETER-(o3162INCH).LAMINATED STUDS SHALL BE NAILED W/(2)ROWS 16d COMMON 2a i
<br /> RAFTERS,AND AT EXTERIOR INSET STAPLED BAITS WITHA PERM LESS THAN ONE
<br /> (. - NAILS®6"O.C. -
<br />
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