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<br /> � EXCERPTS OF THE 20I2 International Residential Code: Part 111 CHAPTER 6 WALL CONSTRUCTION C .,��`:�,�,�;;,--�"IVE
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<br /> CHAPTER 6 R602.4 INTERIOR LOAD-BEARING WALLS. F►REB�OCKING SHALL BE PROVIDED TO CLIT OFF ALL CONCEALED DRAFT OPENINGS(BOTH TAB LE R602.3 �
<br /> WALL CONSTRUCTION INTERIOR LOAD-BEARING WALLS SHALL BE CONSTRLICTED, FRAMED AND FIREBLOCKED AS VERTICAL AND HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, ` �
<br /> SPECIFIED FOR EXTERIOR WALLS. AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN FAST E N E R SC H E D U L E F O R ST R U CT U RA L M EM B E RS Precision £� Grace
<br /> ' R601.2 REQUIREMENTS. WOOD-FRAME CONSTRLICTION IN THE FOLLOWWG LOCATIONS.
<br /> ? WALL CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS IMPOSED R60�.5 INTERIOR NONBEARING WALLS. 2508 Audubon Park Dr SE
<br /> I DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF SPACING OF FASTENERS
<br /> i ACCORDING TO SECTION R301 AND OF TRANSMITTING THE RESLILTING l.OADS TO THE 1NTERIOR NONBEARING WAI.LS SHALL BE PERMITTED TO BE CONSTRUCTED WITH Sammamish, WA 98075
<br /> j SUPPORTING STRUCTLIRAL ELEMENTS 2-INCH-BY-3-INCH(5 I MM BY 76 MM) STUDS SPACED 241NCHES(610 MM) ON CENTER OR, FASTEN ERa b c
<br /> WHEN NOT PART OF A BRACED WALL LINE, 2-INCH-BY-4-INCH(51 MM BY I 02 MM) FLAT �• �N CONCEA�ED SPACES OF STL1D WALLS AND PARTITIONS, INCLUDING • • • • � �� � �� _ .
<br /> FURRED SPACES AND PARALLEL ROWS OF STLIDS OR STAGGERED STUDS; 1'oist t'o sill or irder, toe na�l 3-8d 2 i/z1 0.113� 206-619-3995
<br /> R601. I APPLICATION. STUDS SPACED AT 16 INCHES(406 MM) ON CENTER. IN7ERIOR NONBEARING WALLS SHALL BE 1 x 6 subfloor or less to each �oist, face nail 2-8d 2/z 0.113 -
<br /> CAPPED WITH AT LEAST A SINC�LE TOP PLATE. INTERIOR NONBEARING WAI.LS SHALL BE AS FOLLOWS: 2 Sta 125 13/4" 2eclectic7@gmail.com
<br /> THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE DESIGN AND CONSTRUCTION OF Skype:eclecticseven
<br /> ALL WALLS AND PARTITIONS FOR ALL BUILDINGS. FIREBLOCKED IN ACCORDANCE WITH SECTION R602.8. 2" subfloor to 'oist or irder blind and face nail 2-16d 3'/2" ' 0.135" -
<br /> I.l. VERTICALLYAT THE CEILING AND FLOOR LEVELS. Sole plate to joist or blocking, face naill 6d (3'/z" " 0.135") 16" o.c.
<br /> R60�. I IDENTIFICATION. 60�.6 DRILLING AND NOTCHING-STUDS. �.2. HORIZONTALLYATINTERVAL5 NOT EXCEEDING 10 FEET Top or sole plate to stud, end nail 2-16d (3'/2" ' 0.135") -
<br /> LOAD-BEARING DIMENSION LUMBER FOR STUDS, PLATES AND HEADERS SHALL BE IDENTIFIED Stud to sole plate, toe nail 3-8d (2Yz" " 0.113') or - �
<br /> ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR (3048 MM). �
<br /> BY A GRADE MARK OF A LUMBER GRADIN6 OR INSPECTION AGENCY THAT HAS BEEN NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WfDTH. STUDS IN 2-16d 3�/z" ' 0.13 5"
<br /> APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20. IN LIEIi OF A Double studs, face nail l Od 3" � 0.128" 24" o.c.
<br /> GRADE MARK A CERTIFICATION OF INSPECTION ISSUED BY A LUMBER GRADING OR NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40 �. AT ALL INTER CONNECTIONS BETWEEN CONCEALED VERTICAL AND Q
<br /> � PERCENT OF A SINGLE STLID WIDTH. ANY STIID MAY BE BORED OR DRILLED, HORIZONTAL SPACES SLICH AS OCCLIR AT SOFFITS, DROP CEILINGS AND Double top plates, face nail l Od (3" " 0.128") 24' o.c. U
<br /> INSPECTION AGENCY MEETING THE REQl11REMENTS OF THIS SECTION SHALL BE ACCEPTED.
<br /> PROVIDED THAT THE DIAMETER OF THE RESIiLTING HOLE IS NO GREATER THAN COVE CEItINGS. Sole plate to joist or blocking at braced wall panels 3-16d (3'/2" " 0.135') 16" o.c.
<br /> 40 PERCENT OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO CLOSER THAN Double top plates, minimum 24-inch offset of end joints, face 8-16d (3'/z" ' 0.135") - �t� .
<br /> R60�. I. I END-JOINTED LUMBER. 5/8 WCH (I 5.9 MM) TO THE EDGE OF THE STL1D,AND THE HOLE IS NOT 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND nail in lapped area •,�
<br /> APPROVED END-JOINTED LLIMBER IDENTIFIED BYA GRADE MARK CONFORMING TO LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. SEE FIGIIRES R602.6(I) BOTfOM OF THE RL1N. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY - Blocking between joists or rafters to top plate, toe nail 3-8d (2'/z" � 0.113") - �
<br /> SECTION R602.I MAY BE USED INTERCHANGEABLY WITH SOLID-SAWN MEMBERS OF AND R602.6(2). WITH SECTION R31 i.�.�. Rim joist to top plate, toe nail Sd (2'/2" " 0.113"} 6" o.c. �
<br /> THE SAME SPECIES AND GRADE. Top plates, laps at corners and intersections, face nail 2-lOd (3z " 0.128") - �
<br /> EXCEPTIONS: 4. AT OPENINGS AROLIND VENTS> PIPES,AND DUCTS AT CEILING AND Built-up header, two pieces with '/z" spacer 16d (3'/z" � 0.135") 16" o.c. alon each edge •,�
<br /> FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST 7HE FREE
<br /> R60�. I.� STRUCTURAL GLLIED LAMINATED TIMBERS. Continued header, two pieces 16d (3'/a" ' 0.135") 16" o.c. along each edge �
<br /> I. A STUD MAY BE BORED TO A DIAMETER NOT EXCEEDING 60 PERCENT OF PASSAGE OF FLAME AND PRODIICTS OF COMBLISTION. „ , „ �
<br /> GLUED LAMINATED TIMBERS SHALL BE MANUFACTURED AND IDENTIFIED Ceiling joists to plate, toe nail 3-8d (2�/z 0.113 ) - �
<br /> AS REQUfRED INAITCA190.1 ANDASTM D 3737. fTS Continuous header to stud toe nail 4-8d 2�/2° � 0.113" - � '
<br /> WIDTH, PROVIDED THAT SLICH STt1DS IOCATED IN EXTERIOR WALLS OR 5. FOR THE FIREBLOCKlNG OF CHIMNEYS AND FIREPLACES, SEE SECTION Ceiling joist, laps over partitions, face nail 3-1 Od (32 " 0.128") - r� 'V �
<br /> SECTION R602 BEARING PARTITIONS ARE DOUBLED AND THAT NOT MORE THAN TWO R I D01.I 6. �
<br /> SUCCESSIVE STUDS ARE BORED. Ceiling joist to parallel rafters, face nail 3-lOd (32 � 0.128") - _� � �
<br /> WOOD WALL FRAMING Rafter to late, toe nail 2-16d � ,�
<br /> 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED P (3'/z" ' 0.135') - � ��
<br /> 2. APPROVED STUD SHOES MAY BE USED WHEN INSTALLED IN AT THE LINE OF DWELLING UNIT SEPARATION. 1" brace to each stud and plate, face nail 2-8d (2'/2" " 0.113") - �� Q ^
<br /> R60�. I IDENTIFICATION. 2 sta les, 3 " ' 'v
<br /> ACCORDANCE p 1 /4 - � '
<br /> LOAD-BEARING DIMENSION LLIMBER FOR STUDS, PLATES AND HEADERS SHALL BE IDENTIFIED W I T H T H E M A N U F A C T U R E R'S R E C O M M E N D A T I O N. C O Z.S. I M A T E R I A L S. 1" x 6" s h e a t h i n g t o e a c h b e a r i n g, f a c e n a i l 2-8 d (2�/z" ' 0.1 1 3") � V
<br /> BY A GRADE MARK OF A LUMBER GRADING OR INSPEC710N AGENCY THAT HAS BEEN EXCEPTAS PROVIDED IN SECTION R602.8, ITEM 4, FIREBLOCKING SHALL 2 sta les 13/4" - � � �
<br /> APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20. IN LIEU OF A CONSIST OF 2-INCH(5 I MM) NOMINAL LLIMBER, OR TWO THICKNESSES OF 1" x $" sheathing to each bearing, face nail 2-8d 2�/2" " 0.113"
<br /> GRADE MARK,A CERTIFICA710N OF INSPECTION 1SSUED BY A LUMBER GRADING OR � ) O �
<br /> INSPECTION AGENCY MEETING THE REQLIIREMENTS OF THIS SECTION SHALL BE ACCEP7ED. I-INCH(25.4 MM) NOMINAL LLIMBER WITH BROKEN LAP JOINTS, OR ONE 3 sta les 13/a" - • =
<br /> � THICKNESS OF�3/32-INCH 19.8 MM WOOD STRUCTIIRAL PANELS WITH JOINTS �� �� i �� � �� � � M
<br /> i ( ) Wider than 1 x 8 sheathing to each bearing, face nail 3-8d (2/z 0.113 )
<br /> ' BACKED BY 23/32-INCH I 9.8 MM WOOD STRLICTLIRAL PANELS OR ONE 3 �� � x
<br /> ' 602.5 FIREBLOCKING REQUIRED. � � 4 sta les, l /a - �
<br /> ' R60�. �. I END-JOINTED LUMBER. THICKNESS OF 3/4-INCH(19.I MM) PARTICLEBOARD WITH JOINTS BACKED BY Built-u corner studs lOd (32 � 0.128") 24"o.c. t'�� ^�' �
<br /> � APPROVED END-JOINTED LUMBER IDENTIFIED BYA GRADE MARK CONFORMING TO SECTI N 3/4-INCH(19.I MM) PARTICLEBOARD, I/�-INCH(12.7 MM) GYPSUM BOARD, OR Built-up girders and beams, 2-inch lumber layers lOd (32 � 0.128") Nail each layer as follows: 32" v ' V �
<br /> � R602.I MAY BE USED INTERCHANGEABLY WITH SOLID-SAWN MEMBERS OF THE SAME SPE IES I/4-INCH(6.4 MM) CEMENT-BASED MILLBOARD. BATTS OR BLANKETS OF � � v
<br /> i AND GRADE. MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTAI.LED IN o.c. at top and bottom and O N
<br /> i staggered. Two nails at ends and
<br /> i R60�. I.� STRUCTURAL GLUED LAMINATED TIMBERS. FIRGURE R602.6(1) SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE SHALL BE PERMITTED (�
<br /> s at each s lice.
<br /> i GLUED LAMINATED TIMBERS SHALL BE MANLIFACTLIRED AND IDENTIFIED AS NOTCHING AND BORED HOLES AS AN ACCEPTABLE FIRE BLOCK. BATTS OR BLANKETS OF MINERAL OR GLASS �
<br /> ; FIBER OR OTHER APPROVED NON-RIGID MATERIALS SHALL BE PERMITTED FOR 2" lanks 2-16d 3/z" " 0.135" At each bearin �
<br /> ; REQuiRE�w airc a i 90.i aN�asrM� 3�3�. LIMITATIONS FOR EX7ERIOR WALLS AND BEARING WALLS COMPLIANCE WITH THE (0 FOOT HORIZONTAL FIREBLOCKING IN WALLS Roof rafters to ridge, valley or hip rafters:
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<br /> ( R602.3. I STUD SIZE, HEIGHT AND SPACING. CONSTRLICTED LISING PARALLEL ROWS OF STLIDS OR STAGGERED STUDS. toe nail 4-16d (3'/z" " 0.135") - �
<br /> � THE S►ZE, HEIGHT AND SPACING OF STUDs SHA«BE IN ACCORDANCE WITH LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIRE BLOCK IINLESS face nail 3-16d 3'/z" ' 0.135" �
<br /> TABLE R60�.3.(5). roPP�aTEs SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR L1SE TO Rafter ties to rafters, face nail 3-8d 2�/2" ' 0.113" - �
<br /> ! DEMONSTRATE ITS ABILITY TO REMAIN IN PIACE AND TO RETARD THE SPREAD Collar tie to rafter, face nail, or 1'/a" " 20 a e rid e stra 3-1 Od 32 " 0.128"
<br /> ! EXCEPTIONS: g g g p � � - �
<br /> ` OF FIRE AND HOT GASES. �
<br /> : I. UTILITY GRADE STUDS SHALL NOT BE SPACED MORE THAN
<br /> � I 6 INCHES(406 MM)ON CENTER, SHALL NOT SUPPORT Sru�
<br /> � MORE THAN A ROOF AND CEIUNG,AND SHALL NOT D�AME ER 60 PERCENT CO�.S. I. I UNFACED FIBERGLASS. (continued) �
<br /> I EXCEED 8 FEET(2438 MM)IN HEIGHT FOR EXTERIOR WALLS OF STUD DEPTH LINFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING '
<br /> ; AND LOAD-BEARING WALLS OR 10 FEET(3048 MM)FOR SPAC W G OF FASTEN ERS w
<br /> iINTERIOR NONLOAD-BEARING WALLS. 5/S IN.MIN.70 EDGE SHALL FILL THE ENTIRE�ROSS SECTION OF THE WALL CAVITY TO DESCRIPTION OF Intermediate
<br /> , A MINIMUM HEIGHTOF 16 lNCHES(406 MM)MEASURED BUILDING MATERIALS DESCRIPTION OF FASTENERb, c, e Edges (inches)i supports�,e (inches)
<br /> � 2. STUDS MORE THAN 10 FEET(3048 MM)IN HEIGH7 WHICH VERTICALLY. WHEN PIPIN6, CONDLIIT OR SIMILAR
<br /> ' � ARE IN ACCORDANCE WITH TABLE R60�.3.I. s�s iN.Mw.ro E��E OBSTRUCTIONS ARE ENCOLJNTERED, THE INSLILATION SHALL BE Wood structural anels, subfloor, roof and wall sheathin to framin , and particleboard wall sheathin to framin Project Site:
<br /> ! 5/16"-'/z" 6d common 2" ' 0.113" nail s
<br /> TABLE R60�.3.I PACKED TIGHTLYAROLIND THE OBSTRLICTION. ( ) ( ubfloor, wall) 4518 Seahurst Ave.
<br /> � N07CHMUSTNOTEXCEED 8d common (2'/z" ' 0.131") nail
<br /> � MAXIMLIM ALLOWABLE LENG7H OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 25 PERCENT OF STUD DEP7H (roofi�f 6 12g Everett, WA
<br /> mphORLESS BOREDHOLESSHALLNOTBE 602.8. 1.2 FIREBLOCKING INTEGRITY. 19/32" -1" 8d common nail (2�/z" ' 0.131") 6 12g
<br /> IN SEISMIC DESIGN CATEGORIES A, B, C and D0, D I AND D2b, c l.00ATED IN THE SAME CROSS THE 1NTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. ��/8��-1'/a" l Od common (3" " 0.148") nail or Building Department:
<br /> SECTION OF CUT OR NOTCH IN
<br /> j HEIGHT ON-CENTER SPACING(inches) STUD IF HOLE IS BETWEEN 40 PERCENTAND 8C1 �2��2�� ' 0.131��) deformed nail 6 �2 City of Everett
<br /> 60PERCENTOFS7UDDEPTH, THENSTUD Other wail sheathin fl
<br /> i �feet� 24 �6 �� g MUSTBEDOIIBLEANDNOMORETHANTWO �/2�� structural cellulosic ���2° alvanized roofin nail 8d common 3 6 Building Code:
<br /> ! SUCCESSIVE STUDS ARE DOLIBLED AND SO g g
<br /> i SUPPORTING A ROOF ONLY aoRE° fiberboard sheathing (2�/z" ' 0.131") nail; staple 16 ga., 1'/2" long I.R.C. 2012
<br /> ' Fo�s►; I inch=25.4 mm. R6O�.9 CRIPPLE WALLS. 25/32" structural cellulosic 13/a" gaivanized roofing nail 8d common 3 6
<br /> >I 0 2 x 4 2 x 4 2 x 4 2 x 4 rvorE: corv�moN FOR ExrFRioR arvo aEnRiN�Wa«s. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT SMALLER THAN THE STUDDING
<br /> i fiberboard sheathing (2�/2" ' 0.131") nail; staple 16 ga., 13/a" long
<br /> ; 12 2 x 6 2 x 4 2 x 4 2 x 4 ABOVE. WHEN EXCEEDING 4 FEET(1219 MM) IN HEIGHT, SIICH WALLS SHALL BE FRAMED OF � „ � „ 4 8 N
<br /> I STLIDS HAVING THE SIZE REQLIIRED FOR AN ADDITIONAL STORY. /2 gypsum sheathing d 1/z galvanized roofing nail;
<br /> I 4 2 x 6 2 x 6 2 x 6 2 x 4 CRIPPLE WALLS WITH A STUD HE16HT LESS THAN I 4 INCHES(356 MM) SHALL BE SHEATHED ON � ) P g =�'€�� � ����
<br /> I 6d common 2" x 0.131" nail; sta le aivanized
<br /> � I 6 2 x 6 2 x 6 2 x 6 2 x 4 FIRGURE R602.6. I AT�EAST ONE SIDE WITH A WOOD STRUCTLIRAL PANEL THAT IS FASTENED TO BOTH THE TOP 1�/2" long; 1'/a" screws, Type W or S
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<br /> � IS NA a 2 x 6 2 x 6 � x 6 TOP PLATE FRAMING TO ACCOMMODATE PIPING AND BOTfOM PLATES IN ACCORDANCE WITH TABLE R60�.3(I), OR THE CRIPPLE WALLS SHALL 5/8" gypsum sheathingd 13/a' galvanized roofing nail; W
<br /> � BE CONSTRLICTED OF SOLID BLOCKING. CRIPPLE WALLS SHALL BE SUPPORTED ON 8d common (2'/z" " 0.131") nail; staple galvanized ��,
<br /> 20 NA a NA a 2 x 6 2 x 6 15/8" lon ; 15/8" screws, T e W or S s"
<br /> i CONTINUOLIS FOLINDATIONS.
<br /> � 24 NA a NA a NA a 2 x 6 ExrER►oR oR aE,����_�ru�, Wood structural anels, combination subfloor underla ment to framin S
<br /> � SUPPORTING ONE FLOOR AND A ROOF ONLY �� '• �� � �a 3/a" and less 6d deformed (2" " 0.120") nail or 6 12
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<br /> �2 �x 6 �x 6 2 x 6 �X 4 �� ��� ,� � �� �60�. . WALL ANCHORAGE. ��� � �._, f �:; c�,,;�t ( ) 0 6 12 Desi ner: Vernon
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<br /> 4W :;;;, ;` BRAC�D WA.;L LINE SILLS SHALL BE ANCHORED TO CONCRETE OR MASONRY � ' ,� � 8d;g°deformed (2/z 0.120 ) nail
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<br /> f I 8 NA 2 x 6 2 x 6 2 x 6 rov v�rEs 0.2291NCH BY 31NCHES BY 3 INCHES(5.8 MM BY 76 MM BY 76 MM) W SIZE, �� �
<br /> � 20 NA a NA a 2 x 6 2 x 6 � SHALL BE INSTA�LED BETWEEN THE FOLINDATION SILL PIATE AND THE NUT. THE - - - January 5, �016
<br /> � 24 NA a NA a NA a 2 x 6 For SI; I inch=�5.4 mm. P�PE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A for si. 1 inch - 25.4 mm, 1 foot - 304.8 mm, 1 mile per hour - 0.447 m/s; 1 ksi = 6.895 mpa. Drafter: Vernon
<br /> WIDTH OF UP TO 3/16 INCH(5 MM) LARGER THAN THE BOLT DIAMETER AND A a. all nails are smooth-common, box or deformed shanks exce t where otherwise stated. nails used for framin and June 15, 2016
<br /> SIIPPORTING TWO FLDORS AND A ROOF ONLY FIRGURE R602.6(2� SLOT LENGTH NOT TO EXCEED I 3/ INCHES(44 MM), PROVIDED A STANDARD p g
<br /> C CUT WASHER IS P�ACED BETWEEN THE PLATE WASHER AND THE NUT. sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch
<br /> >10 2 x 6 2 x 6 �x 4 2 x 4 NOTCHING AND BORED HOLES LIMITATIONS (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank Design Issued
<br /> � I� 2 x 6 2 x 6 2 x 6 2 x 4 FOR INTERIOR NON BEARING WALLS diameters of 0.142 inch or less. July 30, 2015 �
<br /> 14 2 x 6 2 x 6 2 x 6 2 x 6 b. staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. Bid Release
<br /> 16 NA a NA a 2 x 6 2 x 6 TOPPLATES C. nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. July 31, �015
<br /> � I S NA a NA a NA a 2 x 6 FIRGURE R602.11.3 d. four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied vertically.
<br /> � STEPPED FOUNDATION CONSTRUCTION e. spacing of fasteners not included in this table shall be based on table r602.3(2). Construction Issue
<br /> 20 NA a NA a NA a NA a f. for regions having basic wind speed of 110 mph or greater, 8d deformed (21/22 " 0.120) nails shall be used for attaching
<br /> �4 NA a NA a NA a NA a S7uD WHERE FOOTING SECTIION ��,a�� plywood and wood structural panel roof sheathing to framing within minimum 48-inch distance from gable end walls, if
<br /> BORED HD�E MAx. IS MORE THAN8 FT.PROVIDED Revision - 1
<br /> DIAMETER60PERCENT mean roof height is more than 25 feet, up to 35 feet maximum.
<br /> OFST(JD DEP7H SPLICE METAL TIE 16 GA. BY 1.5 BY for re ions havin basic wind s eed of 100 m h or less, nails for attachin wood structural anel roof sheathin to
<br /> For SI: I inch = 25.4 mm, 1 foot = 304.8 mm, I pound per square foot = 0.0479 kPa, 4 FT. MIN., EACH SIDE OF THE g• g g P P b P b
<br /> I pound per square inch = 6.895 kPa, I mile per hour = 0.447 m/s. 2x SI�� � SPLICE W/8 �6a co�vin�oN tvAi�s. gable end wall framing shall be spaced 6 inches on center. when basic wind speed is greater than 100 mph, nails for attaching
<br /> a. Design required. 5/8 IN.M►N. TO EDGE PLATE 2 Fr• anel roof sheathin to intermediate su orts shall be s aced 6 inches on center for minimum 48-inch distance from rid es, Project Number
<br /> � �`MIN. �2-2x PLATE p g pP P g .
<br /> b. Applicability of this table assumes the following: 5now load not exceeding 25 psf, fb l eaves and gable end walls; and 4 inches on center to gable end wall framing. 1 1 5 1 5
<br /> not less than 1310 psi determined by multiplying the AF�PA NDS tabular base design value 5/81N.MIN.TO EDGE CONCRE7E h. sum sheathin shall conform to astm c 79 and shall be installed in accordance with a 253. fiberboard sheathin
<br /> by the repetitive use factor, and by the size factor for all species except southern pine, E not STEPPED gYP g g g
<br /> NOTCHMUSTNOTEXCEED FOOTING shall conform to astm c 208. � ��hcs xesenea.
<br /> less than 1.6 ' 106 psi, tributary dimensions for floors and roofs not exceeding 6 feet, 40 PERCENT OF STUD DEPTH 2x CRIPPLE i, s acin of fasteners on floor sheathin anel ed es a lies to anel ed es su orted b framin members and re uired �`°nrents`�"`h'n rn'S shee"S
<br /> maximum span for floors and roof not exceeding 12 feet, eaves not over 2 feet in dimension BORED HOLES SHALL NOT BE STUD WALL P g g P g pp p g pp v g q r�e S�1e properry of creau�e
<br /> and exterior sheathing. Where the conditions are not within these parameters, design is LOCATED IN THE SAME CROSS blocking and at all floor perimeters only. spacing of fasteners on roof sheathing panel edges applies to panel edges supported comforr.xepr�du���n by any
<br /> required. SECTION OFCUTOR NOTCH IN by framing members and required blocking. blocking of roof or floor sheathing panel edges perpendicular to the framing means either �Wh�ie or;n part
<br /> . , requires written permission by
<br /> ', c. Urility, standard, stud and No. 3 grade lumber of any species are not permitted. sTu� FOOTING SECTION „A° members need not be provided except as required by other provisions of this code. floor perimeter shall be supported by crea��e c�mfort.
<br /> framing members or solid blocking
<br /> For 51; 1 inch =25.4 mm.
<br /> For SI; � �r,�►, = 2s.4 mm. Sheet Number
<br /> NOTE:WHERE FOOTING SECTION "A"IS LESS THAN 8 FEET LONG IN 25 FEET
<br /> TO7AL LENGTH WALL, PROVIDE BRACING AT CRIPPLE STUD WALL. �-�� �
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