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GENERAL NOTES <br />ALL CONSTRUCTION SHALL, COMPLY AWTH ME JOU <br />B"WINTERNATIONAL AESDEHTW GOOF MT MENERGY <br />CONSERVATION <br />COOS, AND THE THE HATE OFWNLAL ENERGY <br />CONSERVATIGN CODE OPINE STATE OF WASHIHgTOII <br />0J 2(WACSI•5I)UNDEAFLOCRVENTUTIONKMRESISO <br />iT O NET FREE CROSS VE WUTION FOE EACH MSO n O <br />UNDERr1AOR ARU COVERED. <br />RJNIA UNORROCVACCESS WMMLKJ Ira JI'CLEAR <br />ACCESS THROUGH FLOOR. MIN Ir A Je' THROUGH EXT WALL <br />R CLOSER <br />JDST POSERE EX SEDGROND <br />ORDERSURETR THAN IT FROM ME EXPOSED OAORJD 1R1$T <br />BE PRESSURE MOT[O <br />RIDE E ATTIC VENTILATION REQUIRES NET FREE CROSS <br />VENTILATION WIN OF AIM ARO M IOe01F'Ous PERCENT IS <br />UPPER vumR T10N <br />R.W AIM ACCESS AFOUIRES> X Sr AN CLEAR OPFM4GN <br />A MADLY ACCESSIBLE AREA 17 MN NUCRO INSULATE <br />mo WOMFRSTNIP <br />Rd 10 EGRESS OPENINGS SMALL HAVE A 51L HEIGHT OF NTT <br />MORE THAN AS' AROVE THE FLOOR WITH A W N O E T SOIAIRE <br />FEET, A MIN WIDTH OF Jr AND UN HEIGHT OF Jr <br />R-11e S INTERCONNECTED SMOKE AIAAMS S`LAL BE INSTALLED <br />N EACH SLEEPING POW. N THE IV VEOMTE VICINITY OUTSIDE <br />EACH SLE ERNG AREA AND ON EACH BID" <br />RJIS 1 CARBON MONOXIDE ALARMS SHALL BE INSTALLED <br />C UIVADE EACH SLEEPM ARU N ME ISSUE DOTE VICOM O <br />THE BEDROOMS. <br />VU101 a SAFETY GLAZING IS REOURED AT ENCLOSURES FOR <br />TUBS AND SHOWERS AND WMENKACED VATNN 24•AJ1C O <br />EITHER VERTICAL EDGE OF COCA AND GOING IS LESS INµ <br />W ABOVE FLOOR <br />LLI W RANJC HOOD SHALL DISCHARGE TOME OUTDOORS <br />THROUGH A SINGLE WALL DUCT THE DUCT SERVING THE HOOD <br />SmA L HAVE A SMOOTH INTERIOR SURFACE. SHALL K AR TIGHT <br />AN SHALL BE EOUIFPEO NTH A BACKDRAFT OOWER. <br />RIPE 6.I BUILDINGS SNALL HAVE APNROVED ADDRESS NUMBERS <br />ON 62E A IN WITH IN IN STROKE AND COHTRASTING <br />mcxA UNO AJLO Mugu FLEW smell. <br />DELGNCRIVERIA <br />FLO R UVE LOAD An -FLOOR DEAD LOAD 10 <br />AOOFLMLOAD JS•POOFCLADLOAD IS <br />WINDSPEED BS•SEISMICGI D <br />17JNCNMBOLISAT <br />MVERTMAL ATKOC. <br />FrOCWn11r WNnno <br />I EAn[ID14•MOStEM <br />STEMWNLJ80LTS <br />WALLNDrtNTO <br />S N PER SILL PLATE <br />FODT010 NTH <br />WINEA MAX 1E'AND <br />STANDARD NOOK <br />MR1 ] rmom EACH <br />END WASHER TO BE <br />— <br />w, IJr WN <br />ITTT <br />, •, UNnLAWED <br />ROC*U MUST <br />—1NOT <br />EMIDd <br />I— <br />ARID WEST NOT <br />BE GREATER <br />THAN eS DEG <br />SLOPE <br />1— <br />— <br />STEM W41 TO <br />_ <br />HAVE WH INAT <br />TOPANDW"OM <br />ILE— <br />111 <br />b — <br />1 F l <br />ass <br />WAIL 1S11EIIGNED <br />r PER RANIAWINE <br />TABLE 401.1.1(SI <br />FOUNDATION <br />WALL <br />(A� 4'-V' TO <br />V IN HEIGHT. <br />VA PT LEDGER AT WALL WITH 10 A r <br />STAGGERED LAG BOLTS AT Ir OC INTO RM <br />JUST. LAG OOLM SIWL DE rf MM TOP OE <br />BOTTOM ND r TO r FROM ENDS O LEDGER <br />SIDING <br />II .4ET4 FLASNNG <br />I cotmKinmR <br />OIAPIIMOM 10 DECK JOISTE <br />LN RAIL <br />SEELEDOER JRWOOD <br />N <br />DERAILS ROQTBATS'OC <br />ADNE <br />H <br />LEAD EC DKING WITH <br />EACH <br />(T) AD AT AT LACN JOIST <br />uaSir JOST uBllD6 <br />YD R D OIAEDOEIAI / rMAa -� <br />BRACEow <br />ZITS RIM <br />BEAM TO WAIL <br />"lop BUM <br />WON <br />14M CLOTS Sr MAXCARTILEVER <br />EACH SRrt OVERPOSTS <br />'jI{I <br />AM PI POST /L� <br />NIX 1E <br />am FOR POST � <br />/��I'� CONCRETE <br />OJERMR 1 ', FOOnMIr <br />DELOW GRADE <br />8 X 10 TYPICAL DECK SECTION I <br />ME GREATEST RISER HEIOO WITHIN Aler <br />fUGUOT O STAINS SHALL NOT EXCEED FIVE <br />SMALLESTW MORETWNW <br />NAM "L YW / UN NFADCIEARAM:C <br />ABOVE STAIR NOSEX�� STAIR / TO BC ad <br />PERPiIE <br />\_ .. <br />ISOMER .. 1 FLOORJOISrS <br />DI]5TRPMRS(3) _--�-- <br />MECHANICAL <br />CONNEC <br />MIN RUN 10'I _ / VUJOR TOSTOSI4R5 <br />INa RISE 1JAY � I?OWBUNDER SINES <br />'T= <br />II JX DRAFT STOP LLocKNG <br />.JL BF TNEEN STUDS <br />IXD STIFFENER <br />B4 TYPICAL STAIR SECTION <br />YA'SLWLOOWAEDWWTHMATr BLOCKSOUDRSJR <br />MAT FOrAIAJD ITOCAT FIELD BLDCKIND PEPIAN <br />')()I LOOK "at <br />L(() TER RAN <br />WAJA PER PLAN LAM CLEATS EACH SIDE <br />eFAPOST MINT FLIT OR <br />a MUL BLACK VAPOR / PE {POST <br />IMRKUEN iHROUIIDUT / PROVIDE Nd POSITNE <br />CRAWL SPACE J A/ CONNECTION <br />I7 WN REOUAED ',• ' �',: <br />BETWEENBEAM <br />MDGROUND tr <br />UNREQUITED 1 I` <br />DCTIEENJOISTS_ —W— <br />µDM0 <br />CONCRETE <br />PAD PER PUN <br />A4 TYPICAL CRAWL SPACE <br />BEAM SECTION <br />SFCIgN RD06 AOOITgILAI ENENT:y EllICIE NCI' RFOUIRLULNIS <br />SWU D"Pang Unit (Uni 1500 square lcef) ;WUUCS 0 b pDnls Iran IaOLc 406 2 _ <br />This propel Se"Is the follRWng <br />FtWIET WATER HEAIBJG Sa <br />Mn Meeting system shal ecNPIe one oT The b7Pwg <br />M. popane W Rd Waret Mate, wh a mlmlum FF 0667 <br />ec1rK Wme, home, YWh a mmmim EF 010 9] <br />d fee bKh calls <br />eheMerheAd AM 6r1dIN via, fMKns IMt49ed M the ho M Shall be rated n 1 ES GPM <br />fear. All other Ix1•my (aucel, shall be rated At 10 GPM IS, Ins <br />quAldytoclmmlhO cledt, the hAdeg perms drmHy, Shan Ip" the open hemp <br />looted end &has specdylhe Wain healer eguipmer, type and Nr m enum evpwM <br />CHnCY and Shaa 6PNdylhe UEMN l0W ,2101 b ad ShnYrrbfads. MNen HPa <br />KMs. arm WATT NIPaIeW laucna <br />SO NNIS AI r OCPERIWER <br />NAILNOTOLEDUR <br />PAAALULOR <br />PERPENDICULAR <br />FIGHT nl sow <br />A" FRANNG <br />BLOCKING <br />USERATE HAMNO <br />U <br />PER SW SCHEDULE <br />SNFARWALL PER <br />LK LEDJER mnm <br />SCNEDIUIE <br />RASTEROR TRUSS WIN <br />I GO IEDTO EACH STUD <br />FLOOR JOIBI <br />SEE DEIAJL EBIIFOR STRAP <br />TYPICAL PARALLEL OR <br />PERPENDICULAR LOWER <br />ROOF TO WALL CONNECTION <br />1? ANCIInR BOITE AT 7T 0I: <br />WITH r WNMOST[M WALL <br />E BOLTS MN PEA SLL RASE <br />COONCRETEW11 <br />WITH A MAX I ARD MIN, S• <br />FROM EACH END. WASHER TO <br />BE JXIX IN'MN <br />NVTNIICALATAr <br />aEXTEND Ir <br />\ <br />WALL <br />INIorewtfooTtw <br />PRESSURE <br />TROnO <br />MUp$III TYPICAL <br />STANDARD HOOK <br />STAJ,DMDIIOO( <br />TOKAVE <br />Ill <br />TOPMD_ _• <br />TOPMD .' "' <br />MTTW A - <br />1_ -- —le— <br />r.. <br />TYPICAL FOUNDATION <br />A3 AT GARAGE FLOOR <br />VO RODE UNDER SHMML'1RNTING TO <br />PROVIDE LOWER ATTIC VEMA.STION <br />60UD 110en mirm <br />KOCKUSO(NOVENTS) <br />l ENO-SFHiAT D l AF1 <br />/FT 6ETSACK SH4L NAVE NO CABLE VENT6, I <br />ROOF OVERHANG INTRUDING INTO <br />5 FT PROPERTY LINE SETBACK <br />NAIUNGTOSOUD <br />BL , SPACING <br />DOUBLE JOISIAT EACHSIRARPER <br />PER PERIMETER <br />PLAN VIM EQUAL NUMBER OF <br />MONO OF FLOOR <br />NAILS TO WAIL I GµD JOISTS <br />DO NOT NAA IMOENDOWN <br />'M <br />\ t <br />Ne ROD" <br />KYVDODTE� `lf 1l Via, <br />SCHEDULE <br />B2 <br />mm JOIST <br />FLATS COTOP <br />WAIL iRAMNG OR RATECONNECTMUI <br />BEAM OR WJDM PER SLV'SCHEDULE <br />PER RAN <br />TYPICAL CANTILEVER <br />WITH SHEAR TRANSFER <br />lrt ANCMM DOLTS AT Ir M <br />WRIT r M WOSTEM WAIL <br />J MLTS MN PEA SAL RAVE <br />W1M A MM Ir AJD MIN 1 V <br />FROM EACH END. WASHER TO <br />BE SXlI Ir0• WN <br />PRESSURE \ <br />TREATED <br />MUDSKL TYPMKi <br />STEMW4L <br />TO HAVE <br />WNINAT <br />tell• mn <br />Banco <br />ISI ERTICALAT <br />W OC EXTEND <br />Ir NJ10S'TEM <br />WALL AJD T INTO <br />FEIOTINTL WBiN <br />STANDARD HOOK <br />B10. BLACK <br />VAPOR BWOKIIR <br />I.Ks—! MOr4ZORt ICVERT. <br />®TYPICAL FOUNDATION WITH <br />INSULATED SLAB FLOOR <br />MA711MTN&MKINGASREOIRHDIE <br />HEADER <br />WINDOW OPEM <br />MAKSNUINNG <br />TOMOCIU PEA <br />SIVEDOE NNL1N7 <br />t <br />64CARWALL <br />PER BEAN <br />PERFORATED SHEARWALL (NTS) <br />RoonNO WTOW TORE <br />TnrOSBROO <br />SHEATHWG BOAT r <br />OC AT EDGES ND <br />Ir OC AT FEUD <br />ROOF TO TOP PLATE <br />oowct1 MP <br />SW SCHEDULE <br />VENTEDJX� / <br />1� INSIAATION BAFFLE NO NV <br />BLOCKING <br />MNM SPACE TO EXTEND <br />To bile" vAAOK <br />HEADER <br />� � PISU "ON <br />PERPIIJI <br />T- <br />WALL <br />SHEATHING <br />/, <br />k <br />F <br />PE <br />ATIrORSW AT trOC <br />6CMlaAE <br />TYPICAL ROOF TO WALL <br />AND HEADER SECTION <br />FLOOR TO TOP <br />RATE CONNECTION <br />PER SW SCHEDULE <br />RIM JO SI <br />BSUERATE NAa <br />/ PER SW SCNEDIAE <br />Yr FLOOR <br />/ KYW000 <br />FLOOR JOIST <br />PER PLAN <br />SLOWER WALL TOE <br />PLATE OR MU ILL <br />TYPICAL SECOND <br />FLOOR JOIST SECTION <br />AKSEF AN NAL1N0 <br />1M'ANCROI SOTS AT FTOC <br />PER SWSCHFOLA <br />WSSN r MN MO STEM WAIL <br />E MET{ MN PEN SILL RASE <br />FLOOR TO TOP <br />WIMA MAX Ir AINGUIN13' <br />RATE CONNECTION <br />L. <br />ENOMUCH END WASHER TO <br />PER SW SCMUULE <br />BE SUN IN• MIN <br />PRESSURE <br />"CAVED <br />FLOM JONST <br />MUOLL T'PI(AL� <br />N VERT1Gi4 AI <br />Pi <br />1 WC: FATENO <br />STEM WALL (' <br />Tom <br />%� Ir INTOSTEM <br />11 / WAUAMDTIMO <br />MINIMA? T <br />FOOTINOWITH <br />VGPAID - '— <br />III'-E STANDARD HOOK <br />eons A 1_ <br />L. <br />BARK BLACK <br />.— <br />VAPOR BANDER <br />TYPICAL FOUNDATION TO <br />Ai FLOOR JOIST SECTION <br />w w <br />W U <br />Z <br />1 1 w <br />M(LU) <br />.' <br />