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<br /> EXCERPTS OF THE �D I 5 Internationai Residential Code: Part III CHAPTER J BUILDING PLANNING alld CHAPTER 4 FOUNDATION (THESE EXCEPTS DOES NOR RELEASE YOU FROM YOLIR RESPONSIBILITY OF THE I.R.C.) C RF�,�TIVE
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<br /> SEC710N R3 I 7 � � � � � �� �� : ���-,�� -� �
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<br /> � R3 I 7.3 FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED AND R401.4 SOIL TESTS. WHERE QLIANTIFIABLE DATA CREATED BY ACCEPTED SOIL SGENCE R403.1.3.3 SLABS-ON-GROLIND WITH TLIRNED-DOWN FOOTINGS. IN SEISNiIC COLD-FORMED STEEL FRAMING SHALL BE ANCHORED DIRECTLY TO THE FOUNDATION ������� ����"�������������,;� �� ,
<br /> PROTECTION OF WOOD AND WOOD-BASED FIRE-RE7ARDANT-TREATED WOOD. FASTENERS, INCLLIDING NUTS AND WASHERS, AND METHODOLOGIES INDICATE EXPANSIVE, COMPRESSIBLE, SH►FTING OR OTHER DESIGN CATEGORIES D0, D I AND D2, SLABS ON GROLIND CAST OR FASTENED TO WOOD SILL PLATES ANCHORED TO THE FOUNDATION.ANCHORAGE �h� �� �� Fr����� y ,, :�:Y
<br /> PRODUCTS AGAINST DECAY corvNEcroRs IN CONTACT WITH PRESERVATNE-TREATED WOOD AND QUESTIONABLE SOIL CHARACTERISTICS ARE UKELY 70 BE PRESENT, THE BU/LD/NG OFF/C/AL MONOLITHICALLY WITH TIIRNED-DOWN FOOTINGS SHALL HAVE A MINIMLIM OF COLD-FORMED STEEL FRAMING AND SILL PLATES SUPPORTING COLD-FORMED STEEL Precision F� Grace "
<br /> FIRE-RETARDANT-TREATED WOOD SHALL BE IN ACCORDANCE WITH THIS SECTION. THE SHALL DETERMINE WHETHER TO REQUIRE A SOIL TEST TO DETERMINE THE SO►L'S OF ONE N0. 4 BAR AT THE TOP AND THE BOTTOM OF THE FOOTING OR FRAMING SHALL BE IN ACCORDANCE WITH THIS SECTION AND SECTION R505.3.I OR
<br /> WOOD-BASED PRODUCTS FROM DECAY SHAL� BE PROVIDED IN THE FOLLOWING COATING WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE IN ACCORDANCE WITH CHARACTERISTICS AT A PARTICULAR LOCAT►ON. THIS TEST SHALL BE DONE BY AN ONE NO. 5 BAR OR TWO NO. 4 BARS IN THE MIDDLE THIRD OF THE R603.3.1. 6619 132nd Ave NE
<br /> LOCATIONS BY THE USE OF NATURALLY DLIRABLE WOOD OR WOOD THAT IS ASTM A I53. STAINLESS STEEL DRIVEN �ASTENERS SHALL BE IN ACCORDANCE WITH THE FOOTING DEPTH. Post Mail Box 242 . '
<br /> APPROI/EDAGENCY USING AN APPROVED METHOD. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON MONOLITHIC SLABS, WOOD SOLE Kirkland, WA 98U33-86�7
<br /> PRESERVATIVE-TREATED IN ACCORDANCE W1TH AWPA Ll l FOR THE SPEGES, PRODl1CT, MATERIAL REQUIREMENTS OF ASTM F I 667. WHERE THE SLAB 1S NOT CAST MONOLITHICALLY WITH THE FOOTING, NO. 3
<br /> PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA R401.4.1 GEOTECHNICAL EVALLIATION. IN LIEU OF A COMPLETE OR LARGER VERTICAL DOWELS WITH STANDARD HOOKS ON EACFI END PLATES OF BR.4CED WALL PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS
<br /> UI. GEOTECHNICAL EVALUATION, THE LOAD-BEARING VALUES IN TABLE SHALL BE INSTALLED AT NOT MORE THAN 4 FEET 1219 MM ON CENTER IN AND ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH 2O6-b19-3995
<br /> R317.3.1 FASTENERS FOR PRESERVATIVE-TREATED WOOD. FASTENERS, INCLIIDING � � MINIMUM i/2-INCHDIAMETER (1�.7 MM) ANCHOR BOL7S SPACED A MAXIMUM OF 2eclecac7@gmail.com
<br /> NIITS AND WASHERS, FOR PRESERVATIVE-TREATED WOOD SHALL BE OF HOT-DIPPED, ACCORDANCE WITH FIGLIRE R403.1.3, DETAIL 2. STANDARD HOOKS SHALL 6 FEET (I S29 MM) ON CENTER OR APPROVED ANCHORS OR ANCHOR STRAPS Skype:eclecticseven
<br /> I. WOOD JOISTS OR THE BOTTOM OF A WODD STRtlCTUR,4L FLOOR WHEN CLOSER ZINGCOATED GALVANIZED STEEL, STAWLESS STEEL, SILICON BRONZE OR COPPER. COMPLY WITH SECTION R608.5.4.5. SPACED AS REQLIIRED TO PROVIDE EQUNALENT ANCHORAGE TO
<br /> THAN 181NCHES(457 MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 fNCHES COATING TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH CLASS OF MATERIAL LOAD-BEARING PRESSURE
<br /> 305 MM TO THE EXPOSED GROIIND IN CRAWL SPACES OR UNEXCAVATED AREA (pounds per square foot) 1/2-INCH-DIAMETER (12.7 MM) ANCHOR BOLTS. BOLTS SHALL EXTEND A MINIMLIM
<br /> � � PRESERVATIVE-TREATED WOOD SHALL BE IN ACCORDANCE WITH THE CONNECTOR R403.1.3.3 SLABS-ON-GROUND WITH TURNED-DOWN FOOTINGS. IN SEISNUC [7ES1GN OF 7 INCHES (178 MM) INTO CONCRETE OR GROUTED CELLS OF CONCRETE �
<br /> LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOLINDATION. MANLIFACTURER'S RECOMMENDATIONS. IN THE ABSENCE OF MANUFACTLiRER'S CRYSTALLINE BEDROCK 12,000 CATEGORIES D0, DI AND D2, SLABS ON GROUND CAST MONOLITHICALLY WfTH MASONRY UNITS. THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE
<br /> RECOMMENDATIONS, A MINIMUM OF ASTM A 653 TYPE G185 ZINGCDATED SEDIMENTARYAND FOLIATED ROCK 4,000 TURNED-DOWN FOOTINGS SHALL HAVE A MINIMLIM OF ONE NO. ={ BAR AT THE TOP WIDTH OF THE PLA7E. A NLIT AND WASHER SHALL BE TIGHTENED ON EACH � '
<br /> �. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. AND THE BOTTOM OF THE FOOTING OR ONE NO. 5 BAR OR TWO NO. � BARS IN THE ANCHOR BOLT. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION
<br /> FOUNDATION WALLS AND ARE LESS THAN 8 INCHES 203 MM FROM THE EXPOSED SANDY GRAVEL AND/OR GRAVEL (GW AND GP) 3,000 MIDDLE THIRD OF THE FOOTING DEPTH.
<br /> � � EXCEPTIONS: WITH ONE BOLT LOCATED NOT MORE THAN I� INCHES (305 MM) OR LESS THAN
<br /> SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY 2,000 ,�
<br /> GROUND. SEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION. INTERIOR
<br /> I. I/2-INCH-DIAMETER (1�.7 MM) OR GREATER STEEL BOLTS. GRAVEL (SW, SP, SM, SC, GM AND GC) WHERE THE SLAB IS NOT CAST MONOLITHICALLY WITH THE FOOTING, NO. 3 OR L�RGER BEARING WALL SOLE PLATES ON MONOLITHIC SLAB FOLINDATION THAT ARE NOT O
<br /> 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS 1N DIRECT CLAY> SANDY, SILTY CLAY> CLAYEY SILT, S11T AND SANDY 1,500b VERTICAL DOWELS WITH STANDARD HOOKS ON EACH END SHALL BE INSTALLED AT PART OF A BRACED WALL PANEL SHALL BE POSITIVELY ANCHORED WITH � l
<br /> CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN �. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED SILTCLAY(CL, ML, MH AND CH) I NOT MORE THAN 4 FEET (1219 MM) ON CENTER IN ACCORDANCE lti1TH FIGIIRE APPROVED FASTENERS. SILL PLATES AND SOLE PLATES SHALL BE PROTECTED �
<br /> TO BE OF MECHANICALLY DEPOSITED ZWGCOATED STEEL WITH COATING R403.1.3, DETAIL �. STANDARD HOOKS SHALL COMPLY WITH SECTION R608.5.=1.�. AGAINST DECAY AND TERMITES WHERE REQLIIRED BY SECTIONS R3 I 7 AND R3 I S. �'
<br /> IMPERVIOUS MOISTURE BARRIER. WEIGHTS IN ACCORDANCE WITH ASTM 8 695, CLASS 55 MINIMIIM. R401.4.I shall be assumed. •�
<br /> TABiE R401.4.I PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa EXCEPTIONS: �
<br /> 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS R403.1.3.4 WTERIOR BEARING AND BR,4CED WALL PANEL FOOTINGS IN SEISi1�11C DESIGN ►�
<br /> 3. PLAIN CARBON STEEL FASTENERS IN SBX/DOT AND ZWC BORATE CATEGORIES D0, D I AND D2. IN SEISMIC DESIGN CATEGORIES D0, D I AND D?, tNTERIOR
<br /> HAVING CLEAR,4NCES OF LESS THAN 1/� INCH(12.7 MM) ON TOPS, SIDES AND I WALLS�4 INCHES(610 MM) TOTAL LENGTH OR SHO�TER CONNECTING O �
<br /> ENDS. PRESERVATIVE-TREATED 1K/OOD IN AN INTERIOR, DRY ENVIRONMENT SHALL FOR SI: I POUND PER SQLIARE FOOT= 0.0479 KPA. FOOTINGS SUPPORTING BEARING WALLS OR BRACED Wi�LL PANELS, AND CAST OFFSET BRACED WALL PANELS SHALL BE ANCHORED TO THE FOUNDATION �� �
<br /> BE PERMITTED. a. WHERE SOIL TESTS ARE REQUIRED BY SECTION R401.4, THE ALLOWABLE BEARING MONOLITHICA�LY WI7H A SLAB ON GR,4DE, SHALL EXTEND TO A DEPTH OF NOT LESS THAN •� �� - .
<br /> CAPACITIES OF THE SOIL SHALL BE PART OF THE RECOMMENDATIONS. WITH A MINIMUM OF ONE ANCHOR BOLT LOCATED IN THE CENTER THIRD OF ti
<br /> 12 INCHES (305 MM) BELOW THE TOP OF THE SLAB. R403.1.3.5 REINFORCEMENT. FOOTWG THE PLATE SECTION AND SHALL BE ATTACHED TO ADJACENT BRACED WALL � �
<br /> 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A Bl11LDING R3 I 7.3.2 FASTENINGS FOR WOOD FOUNDATIONS. FASTEN►NGS, INCLUDWG NLITS AND b. WHERE THE BUILD►NG OFFICIAL DETERMINES THAT IN-PLACE SOILS WITH AN AND STEM WALL REINFORCEMENT SHALL COMPLY WITH SECTIONS R�{03.I.3.5.I THROIIGH =
<br /> HAVING A CLEARANCE OF LESS THAN 61NCHES(I52 MM) FROM THE GROUND OR WASHERS, FOR WOOD FOUNDATIONS SHALL BE AS REQIiIRED IN AF�PA PWF. ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 PSF ARE LIKELY TO BE PRESENTAT THE R403.I.3.5.4. PANELS AT CORNERS AS SHOWN IN ITEM 9 OF TABLE R602.3(1). � � o
<br /> LESS THAN 2 INCHES(S I MM) MEASURED VERTICALLY FROM CONCRETE STEPS, S1TE, THE ALLOWABLE BEARING CAPACITY SF#ALL BE DETERMINED BY A SOILS INVESTIGATION. 2 CONNECTION OF WALLS 12 INCHES(305 MM) TOTAL LENGTH OR � � 'I' .
<br /> PORCH SLABS, PATIO SLABS AND SIMILAR HORIZONTAL SIIRFACES EXPOSED TO THE SHORTER CONNECTING OFFSET 6R,4CED WALL PANELS TO THE FOUNDATION
<br /> WEATHER. R317.3.3 FASTENERS FOR FIRE-RETARDANT-TREATED WOOD USED IN EXTERIOR WITHOUTANCHOR BOLTS SHALL BE PERMITTED. THE WALL SHALL BE ATTACHED ' • � �
<br /> APPLICATIONS OR WET OR DAMP LOCATIONS. SECTION R403 FOOTINGS R403.I.3.5.I STEEL REINFORCEMENT. STEEL REINFORCEMENT SHA�L COMPLY TO ADJACENT BRACED WALL PANELS AT CORNERS AS SHOWN IN ITEM 9 OF � Q �
<br /> FASTENERS, WCI.UDING NLITS AND WASHERS, FOR FIRE-RETARDANTTREATED WOOD WITH THE REQUIREMENTS OF ASTM A 615, A 706 OR A 99G. ASTM A 99G '►v
<br /> TABLE R60�.3(I). � �
<br /> 6. WOOD STRUCTURAL MEMBERS SLIPPORTING MOISTLIRE-PERMEABLE FLOORS OR USED IN EXTERIOR APPLICATIONS OR WET OR DAMP LOCATIONS SHALL BE OF BARS PRODUCED FROM RAIL STEEL SHALL BE TYPE R. THE MINIMII�Li YIELD a
<br /> ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY HOT-DIPPED, ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR R403.1 GENER,4L. ALL EXTERIOR WALLS SHALL BE SUPPORTED ON CONTINLIOLIS SOLID OR S7RENGTH OF REINFORCING STEEL SHALI. BE 40,000 PSI (GRADE �f0 �76 � � "
<br /> FLlLLY GROUTED MASONRY OR CONCRETE FOOTINGS, CRUSHED STONE FOOTINGS WOOD � �- R403.1.6.1 FOUNDATION ANCHORAGE IN SEISMfC DESIGN CATEGORIES C, D0, DI �
<br /> SLABS, UNLESS SEPARATED FROM SL1CH FLOORS OR ROOFS BY AN IMPERVIOUS COPPER. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO ' MPA�• AND D2. IN ADDITION TO THE REQLIIREMENTS OF SECTION R403.1.6, THE � �
<br /> MOISTLIRE BARRIER. FOUNDAT►ONS OR OTHER APPROVED STRLICTURAL SYSTEMS WHICH SHALL BE OF � _
<br /> BE OF MECHAMCALLY DEPOSITED ZINGCOATED STEEL WITH COATWG WEiGHTS IN ' FOLLOWING REQUIREMENTS SHALL APPLY TO WOOD LIGHT-FRAME STRl1CTURES IN � N '
<br /> SUFFICIENT DESIGN 70 ACCOMMODATE ALL LOADS ACCORDING TO SECTION R301 AND � �
<br /> ACCORDANCE WITH ASTM B 695, CLASS 55 MINIMUM. R403.1.3.5.2 LOCATION OF REINFORCEMENT IN WALL. SEISMIC DESIGN CATEGORIES D0, D I AND D2 AND WOOD LIGHT-FRAME � M
<br /> TO TRANSM►T THE RESULTING LOADS TO THE SOIL WITHIN THE LIMITATIONS AS � '� x � ,
<br /> 7. WOOD FL1RRfNG STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DI�EC7LY DETERMINED FROM THE CHARACTER OF THE SOIL. FOOTINGS SHALL BE SUPPORTED ON THE CENTER OF VERTICAI. REINFORCEMENT IN STEM WALLS SHALL �E TOWNHOUSES IN SEISMIC DESIGN CATEGORY C. � _
<br /> TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BEIOW R3 I 7.3.4 FASTENERS FOR FIRE-RETARDANT-TREATED WOOD LISED IN INTERIOR UNDISTURBED NATURAL SOILS OR ENGINEERED FILL. CONCRETE FOOTING SHALL BE LOCATED AT THE CENTERLINE OF THE WALL. HORIZONTAL AND VERTIC:AL � � ry
<br /> GRADE EXCEPT WHERE AN AOPROVED VAPOR RETARDER IS APPLIED BETWEEN THE REINFORCEMENT SHALL BE LOCATED IN FOOTINGS AND STENI \�ALLS IO �• PLATE WASHERS CONFORMING TO SECTION R602.1 1.I SHALL BE PROVIDED +,;
<br /> APPLICATIONS. FASTENERS, INC(IIDING Nl1TS AND WASHERS, FOR DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R403 �1 v •
<br /> WALL AND THE FURRING STRIPS OR FRAMiNG MEMBERS. PROVIDE THE MlNIMUM COVER REQUIRED BY SECTION R403.1.3.5.3. FOR ALL ANCHOR BOLTS OVER THE FLILI LENGTH OF REQUIRED BRACED W.4LL v .
<br /> FIRE-RETARDANT-TREATED WOOD USED IN INTERIDR LOCATIONS SHALL BE IN OR IN ACCORDANCE WITH AC1332 L/NES EXCEPT WHERE APPROVED ANCHOR STRAPS ARE llSED. PROPERLY SIZED � O^l �
<br /> ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. IN THE ABSENCE OF CUT WASHERS SHALL BE PERMITTED FOR ANCHOR BOLTS IN WALL LINES NOT • ►�j ` V
<br /> R317.I.I FIELD TREATMENT. FIEI.D-CUT ENDS, NOTCHES AND DRILLED HOLES OF THE MANLIFACTLIRER'S RECOMMENDATIONS, SECTION R317.3.3 SHALL APPLY. R403.1.3.5.3 SUPPORT AND COVER. REINFORCEMENT SHALL BE SECIlRED IN CONTAINING BRACED W,4Ll PANELS. G�
<br /> PRESERVATIVE-TREATED WOOD SHALL BE TREATED W THE FIELD IN ACCORDANCE WITH R403.1.1 MINIMLIM SIZE. THE MINIMUM WIDTH, W, AND THICKNESS, T, FOR THE PROPER LOCATION IN THE FORMS WITH TIE WIRE OR OTHER BA� �
<br /> CONCRETE FOOTINGS SHALL BE IN ACCORDANCE WITH TABLES R403.I I �. INTERIOR BR,4CED WALL PLATES SHALL HAVE ANCHOR BOLTS SPACED AT NOT
<br /> AWPA M�. � � SUPPORT SYSTEM TO PREVENT DISPLACEMENT DURING THE CONCRETE
<br /> R317.4 PLASTIC COMPOSITES. PLAS7IC COMPOSI7E EXTERIOR DECK BOARDS, STAIR THROUGH R403.I(3) AND FIGURE R403.I(I) OR R403.1.3, AS APPLICABLE. THE PLACEMENT OPERATION. STEEL REINFORCEMENT IN CONCRETE CAST MORE THAN 6 FEET(1 S�9 MM) ON CENTER AND LOCATED WITHIN I� INCHES ►�
<br /> TREADS, GUARDS AND HANDRAILS CONTAINING WOOD, CELLULOSIC OR OTHER FOOTfNG WIDTH SHALL BE BASED ON 7HE LOAD-BEARING VALLIE OF THE SOIL IN (305 MM) OF THE ENDS OF EACH PLATE SECTfON WHEN SLIPPORTED ON A `j
<br /> BIODEGRADABLE MATERIALS SHALL COMPLY W1TH THE REQLIIREMENTS OF SECTION AGAINST THE EAKTH SHALL HAVE A MINIMUM COVER OF 3 1NCHES (75 �
<br /> R317.1.2 GROUND CONTACT. ALL WOOD IN CONTACT WITH THE GROUND, EMBEDDED ACCORDANCE WITH TABLE R401.4.I. FOOTING PROJECTIONS, P, SHALL BE NOT CONTINIfOUS FOUNDATION. �
<br /> IN CONCRETE IN DIRECT CONTACT WITH THE GROUND OR EMBEDDED IN CONCRETE R507.3 LESS THAN 2 INCHES (51 MM) AND SHALL NOT EXCEED THE THICKNESS OF THE MM). MINIMUM COVER FOR REINFORCEMENT IN CONC�ETE CAST IN �
<br /> REMOVABLE FORMS THAT W1LL BE EXPOSED TO THE EARTH OR WEATHEK 3. INTERIDR BEARING WALL SOLE PLATES SHALL HAVE ANCHOR BOLTS SPACEU AT
<br /> EXPOSED TO THE WEATHER THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR FOOTING. FOOTING THICKNESS AND PROJECTION FOR FIREPLACES SHALL BE IN SHALL BE 1 I/� INCHES (38 MM) FOR NO. 5 BARS AND SMALLER, AND 2 NOT MORE THAN 6 FEET(I829 MM) ON CENTER AND LOCATED WITHIN 12 � - ,
<br /> HUMAN OCCUPANCY SHALL BE APPROVED PRESSLIRE-PRESERVATIVE-TREATED WOOD ACCORDANCE WITH SECTION R 1001.2. THE SIZE OF FOOTINGS SLIPPORTING PIERS I N C H E S (5 0 M M) F O R N 0. 6 B A R S A N D L A R G E R. F OR CONCRETE CAtiT IN INCHES(305 MM) OF THE ENDS OF EACH P�ATE SECTION WHEN SLIPPORTED �
<br /> SLIITABLE FOR GROUND CONTACT LISE, EXCEPT THAT UNTREATED WOOD L1SED C H A P T E R 4 F O U N D A T I O N S AND COLLIMNS SHALL BE BASED ON THE TRIBUTARY LOAD AND ALLOWABLE SOIL REMOVABLE FORMS THAT WILL NOT BE EXPOSED TO 7HE EA�TH OR ON A CONTINLIOUS FOUNDATION.
<br /> ENTIRELY BELOW GROUNDWATER LEVEI. OR CONTINl10lISLY SlIBMERGED IN FRESH PRESSCIRE IN ACCORDANCE W1TH TABLE R401.4.I. FOOTINGS FOR WODD WEATHER, AND FOR CONCRETE CAST IN STAY-IN-PLACE FOP�I�IS, MININiIlM 4. THE MAXIMLIM ANCHOR BOLT SPACING SHALL BE 4 FEET(f.219 MM) FOR � '
<br /> WATER SHALL NOT BE REQUIRED TO BE PRESSURE-PRESERVATIVE TREATED. SECTION R4O I FOUNDATIONS SHALI BE IN ACCORDANCE WITH THE DETAILS SET FORTH IN �
<br /> SECTION R403.2,AND FIGURES R403.I(2)AND R403.I(3). COVER SHALL BE 3/4 INCH(I 9 MM). BLIILDINGS OVER TWO STORIES IN HEIGHT.
<br /> GENERAL 5. STEPPED CRIPPLE WA�LS SHALL CONFORM TO SECTION R602.I 1.2.
<br /> R317.1.3 GEOGRAPHICAL AREAS. IN GEOGRAPHICA� AREAS WHERE EXPERIENCE HAS R403.1.3.5.4 LAP SPLICES. VERTICAL AND HORIZONTAL REINFORCEMENT SHALL fiE THE 6. WHERE CONTINUOUS WOOD FOUNDATIONS 1N ACCORDANCE WITH SECTION
<br /> DEMONSTRATED A SPEGAC NEED, APPROVED NATURALLY DLIRABLE OR R401.I APPLICATION. THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE DESIGN R403.1.2 CONTINUOl1S FOOTING IN SEISMIC DESIGN CATEGORIES D0, DI AND D2. LONGEST LENGTHS PRACTICAL. WHERE SPLICES ARE NECESSARY IN �EINFORCENiENT, THE R404.2 ARE USED, THE FORCE TRANSFER SHALL HAVE A CAPACITY EQUAL TO
<br /> PRESSLIRE-PRESERVATIVETREATED WOOD SHALL BE USED FOR THOSE PORTIONS OF AND CONSTRl1CTION OF THE FOLINDATION AND FOLINDATION SPACES FOR BLIILDINGS. IN EX7ERIOR WALLS OF BUILDINGS LOCATED IN SEISMIC DESIGN CATEGORIES D0, DI AND LENGTH OF LAP SPLICE SHALL BE IN ACCORDANCE WITH TABLE R608.5.=F.(i) AND FIGURE OR GREATER THAN THE CONNECTIONS REQUIRED BYSECTION R602.1 I.I OR
<br /> WOOD MEMBERS THAT FORM THE STRUCTURAL SUPPORTS OF BUILDINGS, BALCONIES, ADDITION TO THE PROVISIONS OF THIS CHAPTER, THE DES►GN AND CONSTRUCTION OF D2 SHALL BE SUPPORTED BY CONTINl10LiS SOLID OR FULLY 6ROLiTED MASONRY OR R608.5.4(i). THE MAXIMUM GAP BETWEEN NONCONTACT PARALLEL BA�S AT A LAP THE BR,4CED W,9LL PANEL SHALL BE CONNECTED TO THE WOOD FOUNDATIONS
<br /> PORCHES OR SIMILAR PERMANENT BUILDING APPLIRTENANCES WHEN THOSE MEMBERS FOLINDATIONS IN FLOOD HAZARD AREAS AS ESTABLISHED BY TABLE R301.2(I) SHALL CONCRETE FOOTINGS. OTHER FOOTING MATERIALS OR SYSTEMS SHALL BE DESIGNED IN SPLICE SHA�L NOT EXCEED THE SMALLER OF ONE-FIFTH THE REQUIRED LAP LENGTH AND G IN ACCORDANCE WITH THE BRACED WALL PANEL-TO-FLOOR FASTENING Pro�ect Site:
<br /> ARE EXPOSED TO THE WEATHER WITHOUT ADEQLIATE PROTECTIDN FROM A ROOF, MEET THE PROVISIONS OF SECT►ON R3�2. WOOD FOUNDATIONS SHALL BE DESIGNED ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. ALL REQLIIRED INTERIOR INCHES(152 MM)[SEE FIGURE R608.5.4(1)]. REQUIREMENTS OF TABLE R602.3 I . �
<br /> EAVE, OVERHANG OR OTHER COVERING THAT WOULD PREVENT MOISTIIRE OR WATER AND INSTALLED IN ACCORDANCE WITH AIK/C PWF. BRACED WALL PANELS IN BUILDWGS LOCATED IN SEISMIC DESIGN CATEGORIES D0, DI
<br /> � � 1410 Hoilow Dale PI
<br /> ACCUMLILATION ON THE SIIRFACE OR AT JOWTS BETWEEN MEMBERS. DEPENDING ON AND D2 WITH PLAN DIMENSIONS GREATER THAN 50 FEET (15 240 MM) SHALL BE R403.1.3.6 ISOLATED CONCRETE FOOTINGS. IN DETACHED ONE- AND TWO-FAMILY Everett, WA 98�04 � .
<br /> LOCAL EXPERIENCE, SUCH MEMBERS MAY WCLUDE: EXCEPTION: THE PROVISIONS OF THIS CHAPTER SHALL BE PERMITTED SLiPPORTED BY CONTINUOUS SOIID OR FLILLY GROUTED MASONRY OR CONCRETE DWELLINGS THAT ARE THREE STORIES OR LESS IN HEIGHT AND CONSTRUC�ED W1TH STUD �`�04.1.6 HEIGHT ABOVE FIN►SHED GRADE. CONCRETE AND MASONRY FOLINDATION
<br /> FOOTINGS IN ACCORDANCE WITH SECTION R403.1.3.4, EXCEPT FOR TWO-STORY BEARING WALLS, ISOLATED PLAIN CONCRETE FOOTINGS SUPPORTING COLLIN1NS OR WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION
<br /> TO BE LlSED FOR WOOD FOUNDATIONS ONLY IN THE FOLLOWING AT ALL POINTS A MINIMUM OF 4 1NCHES 102 MM WHERE MASONRY VENEER IS Building Department:
<br /> I. HORIZONTAL MEMBERS SIICH AS GIRDERS, JOISTS AND DECKING. SITLIATIONS: BLIILDINGS IN SEISMIC DESIGN CATEGORY D2, IN WHICH ALL BR.4CED WALL PANEIS, PEDESTALS ARE PERMITTED. � � City of Everett �
<br /> �. VERTICAL MEMBERS SUCH AS POSTS, POLES AND COLUMNS. INTERIOR AND EXTERIOR, SHALL BE SUPPORTED ON CONTINl10US FOUNDATIONS. USED AND A MINIMUM OF 6 INCHES(15� MM) ELSEWHERE.
<br /> 3. BOTH HORIZONTAL AND VERTICAL MEMBERS R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS Building Code:
<br /> I. IN Bl11LDINGS THAT HAVE NO MORE THAN TWO FLOORS AND A ROOF. THAN 12 INCHES (305 MM) BELOW THE UNDISTURBED GROUND SLtRFACE. R404.I.7 BACKFILL PLACEMENT. BACKFILL SHALL NOT BE PLACED AGAINST THE WALL
<br /> R317.1.4 WOOD COLLIMNS. WOOD COLUMNS SHALL BE APPROVED WOOD OF EXCEPTION: TWO-STORY BCIILDINGS SHALL BE PERMITTED TO HAVE INTERiOR I.R.C. 2015
<br /> �. WHERE INTERIOR BASEMENT AND FOUNDATION WALLS ARE CONSTRIICTED AT BR,4C'ED WALL PANELS SUPPORTED ON CONTINUOIIS FOLINDATIONS AT WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFC�PM TO UNTIL THE WALL HAS SUFFIGENT STRENGTH AND HAS BEEN ANCHORED TO THE
<br /> NATLIRAL DECAY RESISTANCE OR APPRO�ED PRESSURE-PRESERVATIVE-TREATED WOOD. INTERVALS NOT EXCEEDING 50 FEET(I 5 240 MM). SECTIONS R403.1.4.1 THROUGH R403.1.4.2. FLOOR ABOVE, OR HAS BEEN SUFFI\HICHCIENTLY BRACED TO PREVENT DAMAGE BY
<br /> INTERVALS NOT EXCEEDING 50 FEET(I 5 �40 MM) PROVIDED THAT: THE BACKFILL.
<br /> EXCEPTIONS: WOOD FOl1NDATIONS IN SEISMIC DESIGN CATEGORY D0, D I OR D2 SHALL BE I. THE HE16HT OF CRIPPLE WALLS DOES NOT EXCEED 4 FEET(I2 I9 MM). R403.I.4.I FROST PROTECTION. EXCEPT WHERE OTHERWISE PROTECTED EXCEPTION: BRACING IS NOT REQUIRED FOR WALLS SUPPORTING LESS THAN 4 FEET
<br /> i. HORIZONTAL MEMBERS SUCH AS GIRDERS, JOISTS AND DECKING. DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 2. FIRST-FLOOR BRACED WALL PANELS ARE SUPPORTED ON DOLIBLED FLOOR FROM FROST, FOUNDATION WA(LS, PIERS AND OTHER PERMANENT ((��g MM) OF UNBALANCED BACKFILL. � .
<br /> JOISTS, CONTINl10US BLOCKING OR FLOOR BEAMS. SUPPORTS OF BUILDINGS AND STRUCTURES SHAtI BE PROTECTED FROM
<br /> 2. VERTICAI. MEMBERS SUCH AS POSTS, POLES AND COLUMNS. FROST BY ONE OR MORE OF THE FOLLOWING METHODS: � "
<br /> R401.2 REQLIIREMENTS. FOUNDATION CONSTRUCTION SHALL BE CAPABLE OF 3. THE DISTANCE BETWEEN BRACING LINES DOES NOT EXCEED TWICE THE
<br /> 3. BOTH HORIZONTAL AND VERTICAL MEMBERS BUILDING WIDTH MEASURED PARALLEL TO THE BRACED WAlL LINE. , R404.3 WOOD SILL PLATES. WOOD SILL PLATES SHALL BE A MINIMUM OF 2-INCH BY
<br /> ACCOMMODATING ALL LOADS IN ACCORDANCE WITH SECTION R301 AND OF 1 EXTENDED BELOW THE FROST LINE SPECIFIED W TABLE 1�301.2.(I). 4-►NCH (51 MM BY 102 MM) NOMINAL LUMBER. SILL PLATE ANCHORAGE SHALL BE
<br /> TRANSMITTING THEM�e��,�1.�LT►NG LOADS TO THE SUPPORTING SOIL. FILL SOILS THAT 2 CONSTRUCTED IN ACCORDANCE WITH SECTION R=�03.3. IN ACCORDANCE WITH SECTIONS R403.1.6 AND R602.I 1.
<br /> R317.I.5 EXPOSED GLUED-LAMINATED TIMBERS. THf PORTIONS OF GLUED-LAMINATED SUPPORT FOC�TiN�GS AND FQUNDATIONS SHALL BE DESIGNED, INSTALLED AND TESTED W � � �
<br /> w' 3 CONSTRLICTED IN ACCORDANCE WITH ASCE 32.
<br /> R403.1.3 FOOTING AND TE E
<br /> TIMBERS THAT FORM THE STRUCTURAL SIIPPORTS OF A BUILDING OR OTHER ACCORDANCE WITH ACCEPTED ENGINEERING PRACTiCE. GRAVEL FILL USED AS FOOTINGS S M WALL REINFORCING IN SEISMIC "DESIGN CATEGORI S D0,
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<br /> �� �s: EA C3 600 SQ .RE FEET 5.6 M� ;:OR L'ESS, OF LIGHT-�RAME
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<br /> :w , 3 O CR T STEM IX/ALLS WITH CONCRE7'��;.f.00TINGS .:,..tN SEISM C �. � , � AGAINST OVERTURNING SLIDING EXCESSIVE FOUNDATION PRESSURE AND WATER .
<br /> R317.2 QUALITY MARK. LUMBER AND PLYWOOD REQUIRED TO BE WALLS. THE GRADE SWALL FALL A MINIMIIM OF 6 1NCH�`�(15� MM) 1X/ITHIN THE FIRST 10 u.;:: ...�..�..��_ �w..,-..-.�� ---� � GCI�VST�ZUCTION, 1�11T�:��t EAVE H�JGHT OF IO:FEET(3048 NiM) OR LE55 � � Mr S►sk "
<br /> PRESSURE-PRESERVATIVE TREATED IN ACCORDANCE WITH SECTION R318.I SHALL BEAR FEET(3048 MM). DESIGN CATEGORIES D0, D I AND D� WHERE A CONSTRLICTION JO►NT IS SHALL NOT BE REQUIRED. LIPLIFT. RETAINING WALLS SHALL BE DESIGNED FOR A SAFETY FACTOR OF I.5 Janua 3, 2018
<br /> THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY THAT MAINTAINS CREATED BETWEEN A CONCRETE FOOTIN6 AND A CONCRETE STEM WALL, A 2 PROTECT►ON OF FREESTANDING ACCESSORY.STRL/CIHICfIT[1RE.s WITH AGAINST LATERAL SCIDING AND OVERTURNING. THIS SECTION SHALL NOT APPLY TO � � ,
<br /> CONTINl11NG SUPERVISION, TESTING AND INSPECTION OVER THE QUALITY OF THE EXCEPTION: WHERE LOT L/NES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS MINIMUM OF ONE NO. 4 VERTICAL BAR SHALL BE INSTALLED AT NOT MORE AN AREA OF 400 SQLIARE FEET(37 M2) OR LESS, OF OTHER THAN FOUNDATION WALLS SUPPORTING BUILDINGS. Design lssued
<br /> PRODLICT AND THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT PROHIBIT 6 INCHES (152 MM) OF FALL WITHIN 10 FEET 3048 MM , DRAINS THAN 4 FEET (1219 MM) ON CENTER. THE VERTICAL BAR SHALL HAVE A LIGHT-FRAME CONSTRUCTION, WITH AN EAVE HEIGHT OF 10 FEET 3U�8 ivlM
<br /> � � � 1 Janua 3 2017
<br /> STANDARD HOOK AND EXTEND TO THE BOTTOM OF THE FOOTING AND SHALL �' �
<br /> COMPLIES WITH THE REQUIREMENTS OF THE AMERICAN LLIMBER STANDARD OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE OR LESS SHALL NOT BE REQUIRED. R405.I CONCRETE OR MASONRY FOUNDATIONS. DRAWS SHALL BE PROVIDED , �
<br /> COMMITTEE TREATED WOOD PROGRAM. STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET 3048 MM OF THE HAVE SUPPORT AND COVER AS SPEGFIED IN SECTION R403.1.3.5.3 AND EXTEND
<br /> ( ) 3 DECKS NOT SUPPORTED BY A DWELLING NEED NOT BE PROVIDED AROUND CONCRETE OR MASONRY FOLINDATIONS THAT RETAIN EARTH AND
<br /> BLIILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY A MINIMUM OF 14 WCHES (357 MM) INTO THE STEM WALL. S7ANDARD HOOKS WITH FOOTINGS THAT EXTEND BELOW THE FROST LINE. ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GR,4DE. DR,AINAGE TILES, B�d Release
<br /> FROM THE BUILDING. SHALL COMPLY WITH SECTION R608.5.4.5. A MINIMUM OF ONE NO. 4 GRAVEL OR CRLISHED STONE DRAINS, PERFORATED PIPE OR OTHER APPROVED January 3, 2018
<br /> R317.2.1 REQUIRED INFORMATION. THE REQUIRED QIIALITY MARK ON EACH PIECE OF HORIZONTAL BAR SHALL BE INSTALLED WITHiN 12 INCHES 305 MM OF THE TOP
<br /> � � FOOTINGS SHALL NOT BEAR ON FROZEN SOIL UNLESS THE F�OZEN SYSTEMS OR MATE�IALS SHALL BE INSTALLED AT OR BELOW THE AREA TO BE Structural Release
<br /> PRESSURE-PRESERVATIVE-TREATED LLIMBER OR PLYWOOD SHALL CONTAIN THE OF THE STEM WALL AND ONE NO. 4 HORIZONTAL BAR SHALL BE LOCATED 3 TO PROTECTED AND SHALL DISCHARGE BY GRAVITY OR MECHANICAL MEANS INTO AN
<br /> FOLLOWING INFORMATION: 4 INCHES(76 MM TO 10z MM)FROM THE BOTTOM OF THE FOOTING. CONDITION IS PERMANENT. January 22, 2018
<br /> APPRO�ED DRAINAGE SYSTEM. GRAVEL OR CRUSHED STONE DRAINS SHALL EXTEND
<br /> R403.I.5 SLOPE. THE TOP SLIRFACE OF FOOTINGS SHALL BE LEVEL. THE BOT�ONI SURFACE NOT LESS THAN I FODT (305 MM) BEYOND THE OUTSIDE EDGE OF THE FOOTING Construction Issue �
<br /> R403.1.3.2 MASONRY STEM WALLS WITH CONCRETE FOOTINGS. IN SEISMIC DESIGN AND 6 INCHES I 52 MM ABOVE THE TOP OF THE FOOTING AND BE COVERED WITH
<br /> I. IDENTIFICATION OF THE TREATING PLANT. CATEGORIES D0, D I AND D2 WHERE A MASONRY STEM WALL IS SUPPORTED ON A OF FOOTINGS SHALL NOT HAVE A SLOPE EXCEEDING ONE UNIT VERT►CAL IN I D IINiTS � � August 7, 20I 8
<br /> HORIZONTAL 10-PERCENT SLOPE. FOOTINGS SHALL BE STEPPED WHE�E IT 1S NECESSARY AN APPROVED FILTER MEMBR,4NE MATERIAL THE TOP OF OPEN JOINTS OF DRAW
<br /> �. TYPE OF PRESERVATIVE. CONCRETE FOOTWG, A MINIMUM OF ONE NO. 4 VERTICAL BAR SHALL BE INSTALLED � � TILES SHALL BE PROTECTED WITH STRIPS OF BLIILDWG PAPER. EXCEPT WHERE � '
<br /> AT NOT MORE THAN 4 FEET(12 I9 MM) ON CENTER. THE VERTICAL BAR SHALL HAVE A TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE FOOTINGS C�R WHERE THE OTHERWISE RECOMMENDED BY THE DRAIN MANIIFACTIlRER, PERFORATED DRAINS Revision - 1
<br /> 3. THE MINIMLIM PRESERVATIVE RETENTION. STANDARD HOOK AND EXTEND TO THE BOTTOM OF THE FOOTING AND SHALL HAVE SLOPE OF THE BOTTOM SURFACE OF THE FOOTINGS WILL EXCEED ONE UNff VERTICAL IN SHALL BE SLIRRDUNDED WITH AN APP�OVED FILTER MEMBRANE OR THE FILTER
<br /> SUPPORT AND COVER AS SPEGFIED IN SECTION R403.I.3.5.3 AND EXTEND A MlNIMUM �0 UNITS HORIZONTAL (I 0-PERCENT SLOPE). .
<br /> =1. END USE FOR WHICH THE PRODUCT WAS TREATED. MEMBRANE SHALL COVER THE WASHED GRAVEL OR CRUSHED ROCK COVERING THE
<br /> OF 14 INCHES(35 7 MM) INTO THE STEM WALL. STANDARD HOOKS SHALL COMPLY DRAIN. DRAINAGE TILES OR PERFORATED PIPE SHALL BE PLACED ON A MINIMLIM OF Project Number
<br /> 5. STANDARD TO WHICH THE PRODUCT WAS TREATED. WITH SECTION R608,5.4.5. A MWIMLIM OF ONE NO. 4 HORIZONTAL BAR SHALL BE R403.1.6 FOIINDATlON ANCHOR,4GE. WOOD SILL PLATES AND WOOD WAILS SLIPPORTED � INCHES (5I MM) OF WASHED G�1VEL OR CRUSHED ROCK NOT lESS THAN ONE 2 0 91 7
<br /> INSTALLED WITHIN I� INCHES(305 MM) OF THE TOP OF THE WALL AND ONE NO. 4 DIRECTLY ON CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE FOLINDATION IN SIEVE SIZE LARGER THAN THE TILE JOINT OPENING OR PERFORATION AND COVERED
<br /> 6. IDENTITY OF THE APPROVED INSPECTION AGENCY. HORIZONTAL BAR SHALL BE LOCATED 3 TO 4 INCHES(76 MM TO 102 MM) FROM THE ACCORDANCE WITH THIS SECTION. WITH NOT LESS THAN 6 INCHES(152 MM) OF THE SAME MATERIAL.
<br /> BOTTOM OF THE FOOTING. MASONRY STEM WALLS SHALL BE$OLID GROUTED r111 Rights Reserved.
<br /> 7. THE DESIGNATION "DRY," IF APPLICABLE COLD-FORMED STEEL FRAMING SHALL BE ANCHORED DIRECTLY TO THE FOIINDATION OR All contents�vichin this
<br /> FASTENED TO WOOD SILL PLATES ANCHORED TO THE FOIINDATION. ANCHORAGE OF sheet is the sole property oF
<br /> EXCEPTION: QLIALITY MARKS ON LUMBER LESS THAN 1 INCH(25 MM) NOMINAL COLD-FORMED STEEL FRAMING AND S►LL PLATES SLIPPORTING COLD-FORMED STEEL FRAMING Creauve Com£ort.
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<br /> THICKNESS, OfZ LLIMBER LESS THAN NOMINAL I INCH BY 5 INCHES(25 MM BY 1�7 MM) SHALL BE IN ACCORDANCE WITH THIS SECTION AND SECTION R505.3.I OR R60�.3.1. Reprod��cuon b3�any me.ins
<br /> OR� INCHES BY 4 I(VCHES (5 I MM BY 102 MM) OR LUMBER 361NCHES(914 MM) OR in�vhole or in part requires
<br /> written perrmssion by -
<br /> LESS IN LENGTH SHALL BE APPLIED BY STAMPING 7HE FACES OF EXTERIOR PIECES OR BY Creative ComForr. �
<br /> END LABELING NOT LESS THAN 25 PERCENT OF THE PIECES OF A BUNDLED UNIT
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