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<br /> EXCERPTS OF THE �0 I 5 International Residential Code: Part III CHAPTER 4 FOUNDATION, CHAPTER 5 FLOORS and CHAPTER 6 WALLS (THESE EXCEPTS DOES NOR RELEASE YOLI FROM YOLIR RESPONSIBIUTY OF THE I.R.C.) TC t��,�;�1VE �
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<br /> CHAPTER 5 FLOORS � r}��� ��.�9�, � �������:
<br /> FIGLIRE R50�.S R602.1.8 WOOD STRl1CTURAL PANELS. WOOD STRLICTURAL PANEL SHEATHING SHALL ���J�s��°' � �F� ��� � ;����a�
<br /> R�f06.I CONCRETE AND MASONRY FOUNDATION DAMPPROOFING. SECTION R5O I CUTTING, NOTCHING AND DRILLING CONFORM TO DOC PS I, DOC PS 2 OR, WHEN MANLIFACTURED IN CANADA, CSA Precision � Grace
<br /> 043 7 OR CSA 0325. PANELS SHALL BE IDENTIFIED FOR GRADE, 60ND
<br /> EXCEPT WHERE REQLIIRED BY SECTION R406.2 TO BE WATERPROOFED, FOUNDATION � CLASSIFICATION, AND PERFORMANCE CATEGORY BY A GRADE MARK OR CERTIFICATE 6619 132nd Ave NE
<br /> WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GR,9DE GENERAL OF INSPECTION ISSUED BY AN APPROVED AGENCY. Post Mail Box 24�
<br /> SHALL BE DAMPPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING OR (B) 6 ��3 �/3 Kirkland, WA 98033-8627 ` '
<br /> 1NCHES (I5� MM) BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. RSOI. I APPLICATION. THE PRovis►oNs OF THIS CHAPTER SHALL CONTROL THE
<br /> D/3 MAX � R60�.1.9 PARTICLEBOARD. PARTICLEBOARD SHALL CONFORM TO ANSI A?Ob.l.
<br /> MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH (9.5 MM) PORTLAND CEMENT DESIGN AND CONSTRLICTION OF THE FLOORS FOR BUILDINGS, INCLUDING THE FLOORS OF � � �
<br /> PARG\HICHING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE AT�IC SPACES USED TO HOUSE MECHANICAL OR PLUMBING FIXTURES AND EQU/PMENT. -� PAR7ICLEBOARD SHALL BE IDENTIFIED BY THE GRADE MARK OR CERTIFICATE OF 206-619-3995 •
<br /> DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING � NO NOTCHING �- D/3 MAX o INSPECTION ISSUED BY AN APPROVED AGENCY. 2eclectic7�gmail.com '
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<br /> R501.2 REQUIREMENTS. FLOOR CONSTRUCTION SHALL BE CAPABLE OF ¢ � � ,� R602.1.10 FIBERBOARD. FIBERBOARD SHALL CONFORM TO ASTM C 208. FIBERBOARD
<br /> I BITUMINOLIS COATING. ACCOMMODATING ALL LOADS IN ACCORDANCE WITH SECTION R301 AND OF � � SHEATHING, WHERE 11SED STRLICTUR\HICHALLY, SHALL BE IDENTIFIED [�1' AN
<br /> � THREE POUNDS PER SQUARE YARD (1.63 KG/M�) OF ACRYLIC MODIFIED CEMENT. TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS o � APPROVED AGENCY AS CONFORMING TO ASTM C 208.
<br /> 3 ONE-EIGHTH-INCH (3.2 MM) COAT OF SURFACE-BONDING CEMENT COMPLYING FLOOR JOIST- CENTER CUTS �
<br /> WITH ASTM C 887. SECTION R5O2 R602.2 GRADE. STUDS SHALL BE A MINIMUM NO. 3, STANDARD OR STUD GR�DE
<br /> �f ANY MA7ERIAL PERMITTED FOR WATERPROOFING IN SEC710N R406.2. WOOD FLOOR FRAMING LUMBER. � � .
<br /> 5 OTHER APPRO�ED METHODS OR MATERIALS. ' ' _� � - . ,
<br /> i i o EXCEPTION: BEARWG STl1DS NOT SUPPORTING FLOORS AND NON-BEARING STLIDS Q
<br /> SECTION R407 COLUMNS � � � _ -� SHALL BE PERMITTED TO BE LITILITY GRADE LLIMBER, PROVIDED THE STUDS ARE �
<br /> R5O I. I APPUCATION. THE PROVISIONS OF THIS CHAPTER SHAL� CONTROL THE �' Q ; ; Q �� SPACED IN ACCORDANCE WITH TABLE R60�.3(5). ,� �
<br /> R407.1 WOOD COLLIMN PROTECTION. WOOD COLUMNS SHALL BE PROTECTED AGAINST DESIGN AND CONSTRUCTION OF THE FLOORS FOR BUI�DINGS, INCLLIDING THE FLOORS OF � � �'' �
<br /> DECAY AS SET FORTH IN SECTION R317. R�07.2 STEEL COLUMN PROTECTION. AtL �- �- •
<br /> ATT/C SPACES IISED TO HOUSE MECHANICAL OR PLUMBING F►XTURES AND EQU/PMENT. � �
<br /> SLIRFACES (INSIDE AND OLITSIDE) OF STEEL COLUMNS SHALL 6E GIVEN A SHOP COAT OF r� r� R602.3 DESIGN AND CONSTRUCT►ON. EXTERIOR WALLS OF WOOD-FRAME N �
<br /> RLlST-INHIBITIVE PAINT, EXCEPT FOR CORROSION-RESISTANT STEEL AND STEEL TREATE� FLOOR JOIST- END CUTS CONSTRLICTION SHALL BE DESIGNED AND CONSTRUCTED iN ACCORDANCE WITH THE n,
<br /> WITH COATINGS TO PROVIDE CORROSION RESISTANCE. PROVISIONS OF THIS CHAPTER AND FIGURES R60�.3(i) AND R602.3(2), OR IN �O �
<br /> R501.� REQUIREMENTS. FLOOR CONSTRUCTION SHALL BE CAPABLE OF ACCORDANCE WITH AWC NDS. COMPONENTS OF EXTERIOR WALLS SHALL BE � �
<br /> ACCOMMODATING ALL LOADS IN ACCORDANCE WITH SECTION R301 AND OF ,1�1AX D FROM FASTENED IN ACCORDANCE WITH 7ABLES R601.3(I) THROIIGH RG0�.3(�). WALL • ►V �C,1
<br /> R=f 0 7.3 S T R U C T U R A L R E Q L 1 1 R E M E N T S. T H E C O L U M N S S H A L L B E R E S T R A I N E D T O P R E V E N T r�ANSMITTING THE RESULTING LOADS TO THE SLIPPORTING STRIICTUR,4L ELEMENTS SUPPORT SHEATHING SHALL BE FASTENED DIREC7LY TO FRAMING MEMBERS AND, WHERE � �
<br /> LATERAL DISPLACEMENT AT THF BOTTOM END. WOOD COLUMNS SHALL BE NOT LESS W
<br /> NOMINAL SIZE THAN ={ INCHES BY 4 INCHES (102 MM BY 102 MM). STEEL COLLIMNS -'I`�` � � PLACED ON THE EXTERIOR SIDE OF AN EXTERIOR WALL, SHALL BE CAPABLE OF � � �
<br /> SHALL BE NOT LESS THAN 3-INCH-DIAMETER (76 MM) SCHEDULE 40 PIPE MANUFACTURED i i �_ RESISTING THE WIND PRESSURES LISTED IN TABLE R301.2(2) ADJUSTED FOR HEIGHT � _, ;.
<br /> IN ACCORDANCE WITH ASTM A 53 GRADE B OR APPROVED EQUIVALENT. R50�.I GENERAL. WOOD AND WOOD-BASED PRODLICTS USED FOR LOAD-SUPPORTING i i o AND EXPOSLIRE USING TABLE R301.2(3) AND SHALL CONFORM TO THE REQIIIRFMENTS � � -,
<br /> �= -� OF TABLE R602.3(3). WALL SHEATHING USED ONLY FOR EXTERIOR WALL COVERING . � ��
<br /> PURPOSES SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THIS SECTION. '� i i PLIRPOSES SHALL COMPLY WITH SECTION R703. � �O '
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<br /> SECTION R408 LINDER-FLOOR SPACE � STUDS SHALL BE CONTINl10US FROM SUPPORT AT THE SOLE PLATE TO A SLIPPORT AT � .� � �
<br /> R50�.1.1 SAWN LUMBER. SAWN LUMBER SHALL BE IDENTIFIED BY A GRADE MARK � THE TOP PLATE TO RESIST LOADS PERPENDICLILAR TO THE WALL. THE SUPPORT SHALL � � v
<br /> R�f08.I VENTILATION. THE LINDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR OF AN ACCREDITED LUMBER GRADING OR INSPECTIDN AGENCY AND HAVE DESIGN � FLOOR JOIST- END CUTS BE A FOUNDATION OR FLOOR, CEILING OR ROOF DIAPHRAGM OR SHALL BE DESIGNEU � � �
<br /> JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY A VALUES CERTIFIED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20. IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. � "'
<br /> BASEMENT) SHALL HAVE VENTILATION OPENINGS THROLIGH FOUNDATION WALLS OR IN LIEU OF A GRADE MARK, A CERTIFICATE OF INSPECTION ISSUED BY A LUMBER •� �
<br /> EXTERIOR WALLS. THE MINIMLtM NET AREA OF VENTILAT►ON OPENINGS SHALL BE NOT GRADING OR INSPECTION AGENCY MEETING THE REQUIREMENTS OF THIS SECTION EXCEPTION: JACK STUDS, TRIMMER STIIDS AND CRIPPLE STUDS AT OPENINGS IN � ►� \ Y
<br /> LESS THAN I SQl1ARE FOOT (0.0929 M2) FOR EACH 150 SQUARE FEET (14 M�) OF SHALL BE ACCEPTED, D/3 MAX. WALLS 7HAT COMPLY WITH TABLES R602.7(1)AND R602.7(Z). � � `Y'
<br /> UNDER-FLOOR SPACE AREA, UNLESS THE GROUND SLlRFACE IS COVERED BY A CLASS I x
<br /> VAPOR RETARDER MATERIAL. WHERE A CLASS 1 VAPOR RETARDER MATERIAL IS LISED, THE R502.1.1.1 PRESERVATIVE-TREATED LUMBER. PRESERVATIVE TREATED DIMENSION � `�
<br /> MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE NOT LESS THAN I SQUARE LUMBER SHALL ALSO BE IDENTIFIED AS REQUIRED BY SECTION R3 I 7.2. i R602.3.I STUD SIZE, HEIGHT AND SPACING. THE SIZE, HEIGHT AND SPACING OF � � °
<br /> FOOT (0.0929 M�) FOR EACH 1,500 SQUARE FEET (I40 M?) OF UNDER-FLOOR SPACE � 2 IN. MIN. FROM TOP ,� STLIDS SHALL BE IN ACCORDANCE WITH TABLE R602.3. 5 . � � v � T
<br /> AND BOTTOM OF JO[ST � PIPE OR CONDUIT � � � ^, t
<br /> AREA. ONE SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET (914 MM) OF EACH • � � � �
<br /> CORNER OF THE BLIILDING. R502.I.1.2 END-JOINTED LUMBER. APPROVED END-JOINTED LUMBER IDENTIFIED D(ACTUAL DEPTH) �
<br /> BY A GRADE MARK CONFORMING TO SECTION R50�.I.I SHALL BE PERMITTED For SI; I inch = 25.4 mm. EXCEPTIONS:
<br /> TO BE LISED INTERCHANGEABLY WITH SOLiD-SAWN MEMBERS OF THE SAME �
<br /> R={08.2 OPENINGS FO� UNDER-FLOOR VENTI�ATION. THE MINIMUM NET AREA OF SPEGES AND GRADE. END-JOINTED LLtMBER USED IN AN ASSEMBLY REQUIRED I. UTILlTY GRADE STUDS SHALL NOT BE SPACED MORE THAN 16 INCHES(�{Ot�Nlibi) �
<br /> VENTILATION OPENINGS SHALL BE NOT LESS THAN I SQLIARE FOOT 0.09�9 M� FOR ELSEWHERE IN THIS CODE TO HAVE A FIRE-RESISTANCE RATING SHALL HAVE THE ON CENTER, SHALL NOT SLIPPORT MORE THAN A ROOF AND CEILING,AND
<br /> � ) SHALL NOT EXCEED S FEET(2438 MM) IN HEIGHT FOR EXTERIOR WALLS AND �
<br /> EACH I 50 SQUARE FEET (I� M2) OF UNDER-FLOOR AREA. ONE VENTILATION OPENING DESIGNATION "HEAT RESISTANT ADHE�HICHSIVE" OR "HRA" 1NCLUDED W ITS LOAD-BEARING WALLS OR 10 FEET(3048 MM) FOR INTERIOR �
<br /> SHALL BE WITHIN 3 FEET (915 MM) OF EACH CORNER OF THE BUILDING. VENTILATION GRADE MARK. NONLOAD-BEARING WALLS. �
<br /> OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH ANY OF THE �
<br /> FOLLOWING MATERIALS PROVIDED THAT THE LEAST DIMENSION OF THE COVERING SHALL R502.1.2 PREFABRICATED WOOD I-JOISTS. STRUCTURAL CAPAGTIES AND DESIGN CHAPTER 6 WALLS 2. WHERE SNOW LOADS ARE LESS THAN OR EQUAL TO�5 POUNDS PER SQllARE �
<br /> FOOT(1.2 KPA), AND THE ULTIMATE DESfGN WIND SPEED IS LESS THAN OR
<br /> NOT EXCEED I/4 INCH (6.=} MM): PROVISIONS FOR PREFABRICATED WOOD I-JOISTS SHALL BE ESTABLISHED AND EQUAL TO 130 MPH(58.I M/S), 2-INCH BY 6-INCH(38 MM BY I� MM) STLlDS w
<br /> I. PERFORATED SHEET METAL PLATES NOT LESS THAN 0.070 WCH MONITORED IN ACCORDANCE WITH ASTM D 5055. SECTION RCO I SLIPPORTIN6 A ROOF LOAD WITH NOT MORE THAN 6 FEET(I��9 MM) OF � •
<br /> (I.8 MM) THICK. R502.I.3 STRUCTLIRAL GLUED LAMINATED TIMBERS. GLLIED LAMINATED TIMBERS TRIBLITARY LENGTH SHA(.L HAVE A MAXIMUM HEIGHT OF I 8 FEET(5486 MNI)
<br /> 2. EXPANDED SHEET METAL PLATES NOT LES5 THAN 0.04 71NCH SHALL BE MANUFACTURED AND IDENTIFIED AS REQUIRED IN ANSI/AITC A I 90.I GENERAL WHERE SPACED AT I 6 INCHES(406 MM) ON CENTER, OR 20 FEET(G09G NiM)
<br /> (I.� MM) THICK. AND ASTM D 3737. R601.I APPLICATION. THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE DESIGN WHERE SPACED AT 12 INCHES(304.8 MM) ON CENTER. STLlDS SHALL BE .
<br /> I. CAST-1RON GRILL OR GRATING. AND CONSTRIICTION OF WALLS AND PARTITIONS FOR BCIILDINGS. MINIMUM NO. 2 GRADE LUMBER.
<br /> �. EXTRLIDED LOAD-BEARING BRICK VENTS. R502.1.4 STRUCTIIRAL LOG MEMBERS. STRLICTURAL LOG MEM\HICHBERS SHALL
<br /> 3. HARDWARE CLOTH OF 0.035 INCH(0.89 MM) WIRE OR HEAVIER. COMPLY WITH THE PROVISIONS OF ICG�00. R602.3.2 TOP PLATE. WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP
<br /> �. CORROSION-RESIS7ANT WIRE MESH, WITH THE LEAST DIMENSION R601.2 REQLIIREMENTS. WALL CONSTRUC7tON SHALL BE CAPABLE OF ACCOMMODATING p�qTE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND WTERSECTIONS bY�ITH Project Site:
<br /> ALL LOADS IMPOSED IN ACCORDANCE WITH SECTION R301 AND OF TRANSMITTING THE BEARING PART(TIONS. END JOINTS IN TOP PLATES SHALL BE OFFSET NOT LESS THAN 1410 Hollow Dale PI
<br /> BEING I/S INCH(3.2 MM) THICK. EXCEPTION: THE TOTAL AREA OF VENTILATION RESULTING LOADS TO THE SUPPORTiNG STRUCTURAL ELEMENTS. 24 WCHES 610 MM JOINTS IN PLATES NEED NOT OCCUR OVER STUDS. PLATES Everett, WA 98204 Y
<br /> R502.1.5 STRUCTURAL COMPOSITE LUMBER. STRUCTURAL � )•
<br /> OPENINGS SHALL BE PERMITTED TO BE REDLICED TO I/1,500 OF THE UNDER-FLOOR CAPACITIES FOR STRLICTLIRAL COMPOSITE LUMBER SHALL BE ESTABLISHED AND R601.�.I COMPRESSIBLE FLOOR-COVERING MATERIALS. COMPRESSIBLE SHALL BE NOT LESS THAN 2-INCHES (51 MM) NOMINAL THICKNESS AND HAVE A
<br /> AREA WHERE THE GROUND SIIRFACE 1S COVERED WITH AN APPROVED CLASS I VAPOR MONITORED IN ACCORDANCE WITH ASTM D 5456. FLOOR-COVERING MA7ERIALS THAT COMPRESS MORE THAN I/32 INCH (0.8 MM) WIDTH NOT LESS THAN THE WIDTH OF THE STUDS. Building Department:
<br /> 1K/HEN Sl1BJECTED TO 50 POIINDS (�3 KG) APPLIED OVER ! INCH SQLIARE (645
<br /> RETARDER MATERIAL AND THE REQUIRED OPENINGS ARE PLACED TO PROVIDE CROSS MM) OF MATERIAL AND ARE GREATER THAN I/S INCH (3.� MM) tN THICKNES5 IN EXCEPT►ON: A SINGLE TOP PLATE LISED AS AN ALTERNATIVE TO A DOUBLE TOP City of Everett ° • .
<br /> VENTILATION OF THE SPACE. THE INSTALLATION OF OPERABLE LOUVERS SHALL NOT BE R502.I.6 CROSS-LAMINATED TIMBER. CROSS-LAMINATED TIMBER SHALL BE THE IINCOMPRESSED STATE SHAI.L NOT EXTEND BENEATH WALLS, PARTITIONS OR
<br /> PROHIBITED. MANUFACTURED AND IDENTIFIED AS REQUIRED BY ANSI/APA PRG 320. PLATE SHALL COMPLY WITH THE FOLLOWiNG: Building Code:
<br /> COLUMNS, WHICH ARE FASTENED TO THE FLOOR
<br /> I.R.C. 2015 '
<br /> R'{08.=F AC�ESS. ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. ACCESS R502.I.7 ENGINEERED WOOD RIM BOARD. ENGINEERED WOOD RIM BOARDS SHALL I. THE SINGLE TOP PLATE SHALL BE TIED AT CORNERS, INTERSECTING �K/ALLS, AND �
<br /> OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM OF 18 INCHES BY �4 INCHES (457 CONFORM 70 ANSI/APA PRR 410 OR SHALL BE EVALUATED IN ACCORDANCE WITH SECTION RCOZ AT IN-LINE SPUCES IN STRAIGHT WALL LINES IN ACCORDANCE WITH TAGLE
<br /> MM BY 610 MM). OPENINGS THROUGH A PERIMETER W,4LL SHALL BE NOT LESS THAN 16 ASTM D 7672. STRl1CTUR,4L CAPAG7IES SHALL BE IN ACCORDANCE WITH ANSI/APA WOOD WALL FRAMING R6o�.3.�.
<br /> INCHES BY �4 INCHES (=f07 MM BY 610 MM). WHERE ANY PORTION OF THE PRR �10 OR ESTABLISHED IN ACCORDANCE WITH ASTM D 7672. RIM BOARDS
<br /> THROUGH-WALL ACCESS IS BELOW GR,4DE, AN AREAWAY NOT LESS 7HAN 16 INCHES BY CONFORMING 70 ANSI/APA PRR 410 SHALL BE MARKED IN ACCORDANCE WITH THA7 R602. I GENERAL. WOOD AND WOOD-BASED PRODUCTS USED FOR �• THE RAFTERS OR JOISTS SHALL BE CENTERED OVER THE STLIDS WITFI A
<br /> �� INCHES (=f07 MM BY 610 MM) SHALL BE PROVIDED. THE BOTTOM OF THE AREAWAY STANDARD. TOLERANCE OF NOT MORE THAN I iNCH(25 MM).
<br /> SHALL BE BELOW THE THRESHOLD OF THE ACCESS OPENING. THROUGH WALL ACCESS LOAD-Sl1PPORTING PLIRPOSES SHALL CONFORM TO THE APPI.ICABLE PROVISIONS OF
<br /> R502,2 DESIGN AND CONSTRLICTION. FLOORS SHALL BE DESIGNED AND THIS SECTION. �
<br /> OPENINGS SHALL NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE. SEE SECTION 3. OMISSION OF THE TOP PLATE IS PERMITTED OVER HEADERS WHERE THE
<br /> M I 305.I.� FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQU/PMENT IS LOCATED CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS CHAPTER, FIGURE HEADERS ARE ADEQUATELY TIED70 ADJACENT WALL SECTIONS W
<br /> R50�.2 AND S�CTtOIVS R3.�7 AND R3 I 8 OR IN ACCORDANCE WITH ANSI AWC NDS. � �
<br /> LINDER FLOORS. � ,;v R602.I.I SAWN LUMBER. SAWN LLIMBER SHALL BE IDENTIFIED�,,6Y'�A"�GRAQ�;�MARK OF ACCORDANCE WITH TABLE R602.3.2.
<br /> R5U2.2.I�FRAMING AT BRACED WALL LINES. A LOAD PATH FOR LATERAI FORCES AN ACCREDITED LUMBER GRADING OR INSPECTION AGENCY AND HAVE DESIGN
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<br /> �Y ° R602.1:2 "END-JOINTED LLIMBER. APPROVED END-JOINTED LLIMB�R�ID�NTIFIED BY A" �'""� �� �` ` :V'
<br /> BOARDS. FIREBLOCKING SHALL�BE OF ANY 6RADE�LUMBER. "���""��� Mr Sisk
<br /> GRADE MARK CONFORMING TO SECTION R602.1 SHALL BE PERMITTED TO BE USED EXCEPTIONS: January 3, 2018 �
<br /> R=f08.6 FINISHED GR,4DE. THE FINISHED G/�'ADE OF UNDER-FLDOR SLIRFACE SHALL BE INTERCHANGEABLY W1TH SOLID-SAWN MEMBERS OF THE SAME SPECIES AND GRADE.
<br /> PERMITTED TO BE LOCATED AT THE BOTTOM OF THE FOOTWGS; HOWEVER, WHERE THERE R502.3 ALLOWABLE JOIST SPANS. SPANS FOR FLOOR JOISTS SHALL BE IN END-JOINTED LLIMBER USED IN AN ASSEMBLY REQUIRED ELSEWHERE IN THiS CODE I. THE TOP PLA7ES ARE TWO 2-INCH BY 6-INCH(38 MM BY I�}0 MM) OR TWO Design Issued
<br /> IS EVIDENCE THAT THE GROUNDWATER TABLE CAN RISE TO WITHIN 6 1NCHES (i 52 MM) ACCORDANCE WITH TABLES R502.3.I(I) AND R502.3.I(2). FOR OTHER GRADES AND r0 HAVE A FIRE-RESISTANCE RATING SHALI. HAVE THE DES\HICHIGNATION "HEAT 3-INCH BY 4-INCH(64 MM BY 89 MM) MEMBERS. January 3, 2017
<br /> OF THE FINISHED FLOOR AT THE BUILDING PERIMETER OR WHERE THERE IS EVIDENCE SPEGES AND FOR OTHER LOADING CONDITIONS, REFER TO 7HE AWC STJR. RESISTANT ADHESIVE"OR "HRA"INCLUDED IN ITS GRADE MARK. � .
<br /> THAT THE SURFACE WATER DOES NOT READILY DRAIN FROM THE BUILDING SITE, THE
<br /> GRADE W THE UNDER-FLOOR SPACE SHALL BE AS HIGH AS THE OUTSIDE FINISHED v�ADE, R502.3.I SLEEPING AREAS AND ATTIC JOISTS. TABLE R50�.3.1(I) SHALL BE USED TO 2. A THIRD TOP PLATE IS INSTALLED. Bid Release
<br /> 11NLESS AN APPROVED DRAINAGE SYSTEM IS PROVIDED. DETERMWE THE MAXIMUM ALLOWABLE SPAN OF FLOOR JOISTS THAT SIIPPORT R602.1.3 STRLICTLIRAL GLLIED-LAMINATED TIMBERS. GLLIED-LAMINATED TIMBERS January 3, 2018
<br /> SLEEPING AREAS AND ATT/CS THAT ARE ACCESSED BY MEANS OF A FIXED STAIRWAY SHALL BE MANUFACTURED AND IDENTIFIED AS REQl11RED IN ANSI/AITC A 190.I AND 3. SOLID BLOCKING EQLIAL IN SIZE TO THE STUDS IS �
<br /> IN ACCORDANCE WiTH SECTION R31 1.7 PROVIDED THAT 7HE DESIGN LIVE LOAD ASTM D 3737. Structural Release
<br /> DOES NOT EXCEED 30 POLINDS PER SQUARE FOOT (1.44 KPA) AND THE DESIGN INSTALLED TO REINFORCE THE DOUBLE TOP PLATE. R602.3.4 BOTTOM (SOLE) PLATE. January�2, 2018
<br /> DEAD LOAD DOES NOT EXCEED �0 POUNDS PER SQUARE FOOT (0.96 KPA). THE R602.1.4 STRIICTLIRAI LOG MEMBERS. STRUCTURAL L06 MEMBERS SHALL COMPIY STLIDS SHALL HAVE Fl1LL BEARING ON A NOMINAL 2-BY(51 MM) OR LARGER PLATE
<br /> ALLOWABLf SPAN OF CEILING JOISTS THAT SUPPORT ATr/CS USED FOR LIMITED OR SILL HAVING A WIDTH NO7 LESS THAN TO THE WIDTH OF THE STUDS. Construction Issue
<br /> STORAGE OR NO S70R,4GE SHALL BE DETERMINED IN ACCORDANCE WITH SECTION WITH THE PROVISIONS OF ICC 400. August 7, 2018
<br /> R802.4.
<br /> R60�.1.5 STRUCTURAL COMPOSITE LUMBER. STRUCTURAL CAPACITIES FOR Revision - 1
<br /> R50�.3.2 OTHER FLOOR JOISTS. TABLE R50�.3.1(�) SHALL BE USED TO DETERMINE STRUCTURAL COMPOSITE LUMBER SHALL BE ESTABLISHED AND MONITORED IN �
<br /> THE MAXIMUM ALLOWABLE SPAN OF FLOOR JOISTS THAT SUPPORT OTHER AREAS OF ACCORDANCE WITH ASTM D 5456.
<br /> THE BUILDING, OTHER THAN SLEEPING ROOMS AND ATT/CS, PROVIDED THAT THE � - ,
<br /> DESIGN LIVE LOAD DOES NOT EXCEED 40 POUNDS PER SQUARE FOOT (1.92 KPA) Project Number
<br /> AND THE DESIGN DEAD LOAD DOES NOT EXCEED �0 POl1NDS PER SQUARE FOOT R602.1.6 CROSS-IAMINATED TIMBER. CROSS-LAMINATED TIMBER SHALL BE 2 0 91 7
<br /> (0.96 KPA). MANUFACTLIRED AND IDENTIFIED AS REQUIRED BY ANSI/APA PRG 3�0. ,
<br /> R502.3.3 FLOOR CANTILEVERS. FLOOR CANTILEVER SPANS SHALL NOT EXCEED THE Ail Rights Kesei-��ed. �
<br /> NOMINAL DEPTH OF THE WOOD FLOOR JOIST. FLOOR CANTILEVERS CONSTRUCTED R602.1.7 ENGINEERED WOOD RIM BOARD. ENGINEERED WOOD RIM BOARDS SHALL All contencs�vithin chis
<br /> 1N ACCORDANCE WITH TABLE R50�.3.3 I SHALL BE PERMITTED WHERE SUPPORTING CONFORM TO ANSI/APA PRR 410 OR SHALL BE EVALIJATED IN ACCORDANCE WITH sheet is the sole property oE
<br /> � � ASTM D 7672. STRLICTIIRAL CAPACITIES SHALL BE IN ACCORDANCE WITH EITHER Creadve Com£ort.
<br /> A �IGHT-FIZAME BEARING WALL AND ROOF ONLY. FLOOR CANTILEVERS Sl1PPORTING ANSI/APA PRR 410 OR ESTABLISHED IN ACCORDANCE WITH ASTM D 7672. RIM ReprodUcrionbyan3�means
<br /> AN EXTERIOR BALCONY ARE PERMITTED TO BE CONSTRUCTED IN ACCORDANCE WITH in�vhole or in part requires
<br /> TABLE R502.3.3(2). BOARDS CONFOIZMING TO ANSI/APA PRR 410 $HALL BE MARKED IN ACCORDANCE written permission by `
<br /> WITH THAT STANDARD. Creati��c ComFot�t.
<br /> Sheet Number
<br /> � � .
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