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EXCERPTS OF THE 2Q I 5 Interna�ional Residential Code: Pal't III CHAPTER 6 WALLS (THESE EXCEPTS DOES NOR RELEASE YOU FROM YOLIR RESPONSIBILITY OF THE I.R.C.) ����% '[v� Y
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<br /> TABLE R602.3(I) TABLE R602.3(I)--continued FIRGURE R602.6(I) �'��"� '� �'` ��� �` ' �
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<br /> FASTENER SCHEDULE FASTENER SCHEDULE NOTCHING AND BORED HO�ES
<br /> ITEM DESCRIPTION OF BUILDING ELEMENTS NLIMBER AND TYPE SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa, b, c SPACING AND LOCATION
<br /> LIMITATIDNS FOR EXTERIOR WALLS AND BEARING WALLS Precisiora F� Gr�rce
<br /> OF FASTENERa, b,c
<br /> 6619 I 32nd Ave NE
<br /> Post Mail Box 242 `
<br /> ROOf 3-16d box(31/2 " x 0.135");or�-16d Kirkland, WA 98033-8627
<br /> 24 2" subfloor to joist or girder common (3 I/2 " x 0.162") Blind and face nail TOP PLA7ES
<br /> 4-Sd box(2 I/2 " x 0.I I3")or ,
<br /> . 3-8d common(� I/2 " x 0.131 ");or 2 5 2" lanks lank�beam--floor�roof 3-16d box(31/2 " x 0.135");or�-16d At each bearin face nail �:y
<br /> I Biocking between cei(ing joists or rafters to top plate Toe nail � (� � g� 206-619-3995
<br /> 3-I Od box(3" x 0.I�S");or common(3 I/2 " x 0.I 62")
<br /> 3-3" x 0.I 31 " nails 3-I 6d box 3 I/2 " x 0.I 35" ; or ! 2eclectic7@gmail.com � '
<br /> �6 6and or rim joist to joist � � End nail BORED HOLE MAX. STCID Skype:eclecticseven
<br /> 4-Sd box(� I/2 " x 0.�I 3")or 2-16d common (3 I/2 " X 0.I 6�"� DIAMETER 60 PERCENT
<br /> 3-Sd common 2 I/2 " X 0.I 3 I " ;or OF STUD DEPTH •
<br /> 2 Ceiling joists to top plate � � Per joist, toe nail 2 7 Built-up girders and beams, 2-inch lumber layers 20d common (4" x 0.19�");or Nail each layer as follows: 3�" o.c. . ,
<br /> 3-IOd box(3" x 0.I2S");or at top and bottom and staggered.
<br /> 3-3" x 0.I 3 I " nails 24" o.c. face nail at to and bottom 5/8 IN.MIN.TO EDGE
<br /> I Od box(3" x 0.1�8");or P
<br /> Ceiling joist not attached to parallel rafter, laps over 4-I Od box(3" x 0.128");or 3" x 0.!3 I ° nails) staggered on opposite sides
<br /> 3 partitions[see Sections R802.3.1, R802.3.2 and Table 3-I 6d common(3 1/2 " x 0.I 62"); or Face nail 5/s IN.�v��N. To E��E
<br /> And:2-20d common 4" x 0.I 9�" or �
<br /> R802.5.I(9)] =f-3" x 0.13 I " nails � )'
<br /> Ceiling joist attached to parallel rafter(heel ioint) 3-I Od box(3" x 0.128");or Face nail at ends and at each splice NOTCH MUST NOT EXCEED r� `
<br /> =� Table R802.S.I 9 Face nail 3-3" X 0.I 3 I " nails 25 PERCENT OF STUD DEPTH v
<br /> [see Sections R80�.3.I and R80�.3.2 and Table � �
<br /> R80�.5.I(9)] 4-16d box(3 I/2 " x 0.I 35"); or BORED HOLES SHALL NOT BE O
<br /> 3-16d common (3 I/2 " X 0.I 6�");or LOCA7ED IN THE SAME CROSS �
<br /> Collar tie to rafter, face nail or I 1/4 " x �0 ga, ridge strap to q-IOd box(3" x 0.1�8")• or 2 8 Ledger strip supporting joists or rafters At each joist or rafter, face nail SECTION OF CIIT OR NOTCH IN >
<br /> 5 � Face nail each rafter 4-I Od box(3" X 0.I�8");or S7UD IF HOLE IS BETWEEN�10 PERCENT AND � � •
<br /> rafter 3-�Od common (3° x 0.148"); or
<br /> 4-3" X 0.I 3 I " nails 4-3" X �.I 3 I " rlails 60 PERCENT OF STUD DEPTH,"THEN STL1D
<br /> MUST BE DOUBLE AND NO MORE THAN TWO �,�
<br /> 3-I 6d box nails (3 I/� " x 0.I 35"); 29 Brid in to 'oist 2-I Od 3" x 0.128" Each end, t02 lldll SUCCESSIVE STUDS ARE DOLIGLED A�ti�D SO � �
<br /> � toe nails on one side and I toe � g 1 � I BORED
<br /> 6 Rafter or roof truss to late or 3-I Od common nails(3"x 0.I 48"); �
<br /> P nail on opposite side of each rafter �
<br /> or 4-I Od box(3" x 0.12 8"); or or truss� For Si; I inch=25.4 mm. •O �
<br /> Intermediate
<br /> 4-3" x 0.I 31 " nails ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa, b, c Ed ges NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. •.� .,�
<br /> supports�,e
<br /> � 4-16d(3 I/� " x 0.135");or (inches)n (�nches) � �
<br /> Roof rafters to ricige, valley or hip rafters or roof rafter to 3-IOd common (3 1/2 " x 0.148"); Toe nail _
<br /> minimum 2"ridbe beam or 4-IOd box(3" x 0.128")• or Wood structural panels, subFloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing[see Table R602.3(3) � �j p
<br /> '�-3" x U.I 31 " nails for wood structural panel exterior waii sheathing to wall framing] �y � �
<br /> 3-16d(3 I/2 " x 0.I 35"); or 6d common(2° x 0.I I 3")nail(subfloor, wau)� FIRGURE R602.6�2� `�
<br /> 30 3/8 "- 1/2 " 6 12r � • � II �`
<br /> 2-IOd common (3 I/� " x 0.I 48"); or Sd common (� I/� " x 0.13 I ")nai►(roo f� N O T C H I N G A N D B O R E D H O L E S L I M I T A T I O N S • -
<br /> End nail ' _ '
<br /> 3-!Od box(3" x 0.128");or 3� �9�32 „ _ � „ Sd common nail(�I/2 " x 0.131 ") 6 ��� FOR INTERIOR NON BEARING WALLS � '� � ° `
<br /> 3-3" x D.I 3 I " nails '
<br /> Wa�� 32 1 I/8 " - I I/4 " I Od common(3" x 0.148")nail;or � � v
<br /> 16d common (3 I/2 " x 0.I6�") 24" o.c. face nail S d(2 I/� " x 0.I 3 I ")de forme d nai l 6 1 2 � � �u .
<br /> TOP PLATES �
<br /> Other wall sheathing� �
<br /> 8 Stud to stud(not at braced wall panels) IOd box(3" x 0.128");or 16" o.c. face nail � N `rv
<br /> 3" x 0.I 3 I " naiis „ i 1/2"galvanized roofing nail, 7/I6 " head � �
<br /> 33 I/2 structural cellulosic fiberboard sheathing diameter, or 1 " crown staplel6 ga.,I I/4" long 3 6 � � r�r,
<br /> 16d box(3 I/� x 0.I 35 ) '�-
<br /> " " ;or 3" x I�" o,c. face nail x
<br /> Stud to stud and abutting studs at intersecting wall corners „ • I 3/4 " alvanized roofin nail, 7/16 "head S7��p =
<br /> g 0.I 3 I nails 3� �5/3� " structural cellulosic fiberboard sheathin g g , BORED HOLE MAX. �
<br /> (at braced wall panels) g diameter, or 1 " crown staple 16 ga., I I/4 ' long 3 6 D I A M E T E R 6 0 P E R C E N T � ry
<br /> I 6d common (3 1/� " x 0.I 62") I 6" o.c. face nail OF STUD DEPTH �
<br /> 16d common (3 I/2 " x 0.162") 16" o.c. each edge face nail 35 1/2 ° gypsum sheathinge � 1/� " galvanized roofing nail; staple galvanized 7 � � O �
<br /> 1 0 B u i l t-u p h e a d e r(2°t o 2"h e a d e r w i t h I/2"s p a c e r) I 1/2 " l o n g; I I/4 "s c r e w s, T y p e W 5/8 I N.M I N. T O E D G E • � V � ��
<br /> I 6 d b o x(3 1/2 x 0.I 3 5') I 2 o.c. e a c h e d g e f a c e n a i l or S �-�
<br /> .�1 �
<br /> 5-Sd box(� I/2 " x D.I f 3"); or „ 1 I/2 " galvanized roofing nail;staple galvanized, - •
<br /> � � Continuous header to stud 4-Sd coriunon(� I/2 ° x 0.131 ");or Toe nail 36 5/8 gypsum sheathingd ��/� " Iong; I I/4 "screws, Type W � � 5/s IN.��uN. To E��E O
<br /> �}-I Od box(3" x 0.128") or S �
<br /> NOTCH MUST NOT EXCEED
<br /> I6d common (3 1/2 " x 0.162") I6" o.c. face nail Wood structural panels, combination subfloor underlayment to framing 40 PERCENT OF STUD DEPTH � �
<br /> �� Top plate to top plate '
<br /> BORED HOLES SHALL NOT BE �
<br /> I Od box(3" x 0,128");or 12" o.c. face nail 37 3/�1 " and less 6d deformed(2" x 0.I�0")nail;or LOCA7ED IN THE SAME CROSS
<br /> 3" X 0.I 3 I " nails Sd common(�1/2 " X 0.I 31 ")nail 6 �� SECTION OF CUT OR NOTCH IN �
<br /> 8-I 6d common 3 I/2 " x 0.I 6�" ; Sru� �
<br /> ( ) Sd common (�I/2 " x 0.I3 I ")nail;or �
<br /> Double top plate splice for SDCs A-D2 with seismic braced 38 7/8 " - I " 6 12 '!`
<br /> I 3 or 12-I 6d box(3 l/2 ° x 0.I 35");or Sd deformed(2[/2 " x 0.120")nail �
<br /> wall line s acinv < 25' Face nail on each side of end joint �1
<br /> v b ��-�O d boX�3" X �.I�8"�; oi' , , For S I; 1 inc h =2 5.4 mm. �� -
<br /> 12-3" x 0.I 3 I " nails (mmimum 24" lap spiice length each 3� � ��8 „ ���4 „ I Od common(3" x 0.I 48")nail;or 6 ��
<br /> s i d e o f e n d j o i n t) S d d e f o r m e d(2 t/2 " x 0.I�0")nai l �
<br /> Double top plate splice SDCs D0, D I, or D2;and braced �2_�6d 3 I/2 " x 0.I 35°
<br /> w a l l l i n e s p a c i ng A �5' � � F o r S I: I i n c h = 2 5.4 m m, I f o o t = 3 0 4.8 m m, I m i l e p e r h o u r= 0.4 4 7 m/s; I k s i = 6.8 9 5 M P a.
<br /> (countinued) (countinued) ' `
<br /> TABLE R602.3(I)--continued FIRGURE R602.6.1 .
<br /> FASTENER SCHEDULE TOP PLATE FRAMING TO ACCOMMODATE PIPING Project Site: �
<br /> I 410 Hollow Dale PI
<br /> ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER�� b�� SPACING AND LOCATION Everett, WA 98204
<br /> WALL CONSTRLICTION EXTERIOR OR BEARING WALL
<br /> 16d common (3 I/2 " x 0.162") 16" o.c. face nail TABLE R602.3(I)--continued FASTENiNG SCHEDULE
<br /> �:} Bottom plate to joist, rim joist, band jofst or
<br /> NOTCH GREATER THAN 50 UI Illg epartment:
<br /> blocking(not at braced wall panels) 16d box(3 I/2 " x 0.I 35");or ���� o.C. (aCe ndil PERCENT OF THE PLATE WIDTH Cl tY Of EVeI'2tC
<br /> 3" x 0.I 3 I " nails a. Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall
<br /> Bottom plate to joist, rim joist, band joist or 3-16d box (3 I/2 " x 0.I 35");or 3 each 16" o.c. face nail have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.I 92 inch(20d common nail), 90 ksi for shank Building Code:
<br /> �5 �� � �� diameters lar er than 0.142 inch but not lar er than 0.I 77 inch, and 100 ksi for shank diameters of 0.14� inch or less. 16 GAGE(05=#IN.)AND 15 IN lK�1L�E ,
<br /> blockin at braced wali anels 2-16d common 3 I/2 x Q 162' ; or 2 each 16 o.c. face nail g g I.R.C. 2015 . y
<br /> �( � � ( ) b. Staples are I 6 gage wire and have a minimum 7/I 6-inch on diameter crown width. '��. METAL TIE FASTENED ACROSS AND
<br /> 4-3° X 0.I 3 I " nails 4 each 16" o.c. face nail c. Nails shall be s aced at not more than 6 inches on center at all su orts where s ans are 48 inches or reater. TO THE PIATE AT E�CH SIDE OF THE
<br /> 4-Sd box 2 I/� " X 0.1 I 3" ot' � pp p g NOTCH WITH 8- 16d NAILS EACH SIDE
<br /> � ) d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. TOP PIATEs
<br /> 3-16d box(3 I/2 " x 0.I 35");or e. Spacing of fasteners not inciuded in this table shall be based on 7able R602.3(2). I , �
<br /> 4-Sd common(2 I/2° x 0.I 3! ");or Toe nail f. Where the ultimate design wind speed is I 30 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall I
<br /> 4-I Od box(3 "x 0.I�S");or framing shali be spaced 6 inches on center. Where the ultimate design wind speed is greater than 130 mph, nails for attaching panel For SI; I inch=25.4 mm. `PIPE
<br /> I 6 Top or bottorn plate to stud �}-3" x 0.I 31 " nails roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48-inch distance from ridges, eaves and gable
<br /> 3-I6d box(3 1/2 " x 0.135");or end walls;and 4 inches on center to gable end wall framing.
<br /> 2-16d cornmon (3 I/2 " x 0.161"); or End nai( b• Gypsum sheathing shall conform to ASTM C 1396 and shall be instalied in accordance with GA 253. Fiberboard sheathing shall conform
<br /> 3-IOd box(3 "�c 0.I�8"); or to ASTM C 208. '
<br /> .
<br /> h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and�'.- "
<br /> 3-3" x 0.131 " naiis o-=���" ° �'' ;<; ,.
<br /> 3 floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members� i1 � :.
<br /> ,� . -�,, .�,�,,:.: C4^��'red block�:no. Blocr';�^R�f,��Rf.^r;f�^^�sh���hin anel�d A�: ar�z4.^:�icular to the framin members ne n r vi :N�ce t as
<br /> 3-IOd box(3 x 0.I�8 ), or -,r ��:� <.-� � 1 .,e b ; d ,;� ,, r g P ���>� � �� g ed ot be p o ded� p R,. �. x;,- �.
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<br /> To lates la s at corn r re uired b , r rovi i n ' i
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<br /> , e s and intersections s o s c..:,th s code floo► :erimeter,:iall =;su orted b framin members or solid biockin . ��,:..
<br /> �� P�' �' �-I n,� � �� x :� q y �' � PP y g g � � F1R'�URE k�, `?2..:I.3 Desi ner; Vernon •
<br /> 6d co nor 3 I/2 0.I 62" ; or Face nail �"' i ; �?� g
<br /> � ) �g
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<br /> :�'�:3 �. 3!' C�c,.
<br /> 3a
<br /> �u:� Wh r r � '�`.:a
<br /> �- �� e e a a ter ::;� fastened to 'n adacer.��'� arali _e�6n a�ist in ccordance with hi s he I r " ��`
<br /> „ „ , ���, >: ;. �„ � / ��,��P g;,a � t S C C�U e, p ovide two toe nails on one : '2 Of The `y �.,t � �� �
<br /> ��� -,i. .� ,�a . �::, :•...,� � .,_ :�.�� • :,. , s:� ...^ r� i': �'���<�.
<br /> 3-3 x 0.131 na�ls � • � � � �,:= r ;�,,.► Januar 3, 2018
<br /> '' � P� , 'S .
<br /> , � �a ....a TE s F NDA TI P.: S:.
<br /> r-� .� � U O C, �UCTION ::�` y
<br /> :, . . . . . . ` �� , ;.. .f
<br /> ;� �" i�a�ter anr. .����. ::Is from the �ilin oi to to �te i►�accord< re wiiii this schedule. The oe �I � -- � �� �.,:.
<br /> �,� � g/ p��� t na on the opposite side of tf after a,:� , � �� �x�
<br /> „ „ � .�;, �� shall na.�be re c: ,d. ��� ;' '�, 3. -�. f� ;s � F� .
<br /> 3-Sd box(� I/2 x 0:I I3 )or ,�t „; ti_� q ���� ,� ;,,z � � ��._� 3 �;�� ,�'' Client:
<br /> �_ ,_a 3' �� �:� .�° s �°��� .
<br /> „ ,� s a,. , �:., ,, WF�RE FOG=`'.;'V6 SECTIION
<br /> � x�tA 1 ��' t
<br /> 2-8d -ommon I 2 x 0 I I r � ''� �
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<br /> r.... ,u, �� ... .��._ �_a:� � _.:. � � � ��SPLICE �.:���� � � ' � ��-:YROV►,��.. Mr Sisk
<br /> � ;� , .z� ��s�. �. ,,�.�. � ._.,�:�- Mu.� . �_ �_w��,..._ � J�. I�°,,��RE 7HAh ��
<br /> �g I brace to each stud and plate 2-IOd box(3 "x 0.I18");or � MfTAL TIE 16 GA. BY 1.5 BY .Id►lUd 3, 2��8
<br /> 2 staples I 3/4° rY
<br /> 4 FT.M►N., EACH SIDE OF THE
<br /> 3-Sd box(� I/2 " x 0.I I 3") or 2x SILL 2 Fr SPLICE W/8 16d COMMON NAILS. Design Issued
<br /> �g 1 " x 6°sheathing to each bearinb 2-Sd common (2 1/2" x 0.I 3 I "); or PLATE
<br /> 2-I Od box(3 "x 0.125");or Face nail � �MIN. ��-�x P�ATE ry 20 I 7
<br /> Janua 3,
<br /> CONCRETE
<br /> � staples I"crown, I 6ga., I 3/4"long STEPPED Bid ReIeaS2
<br /> 3-Sd box(2 I/2 " x 0.I 13")or Foorw� January 3, 2018
<br /> 3-Sd common (2 I/2" x 0.I3 I ");or 2x CRIPPLE
<br /> 20 I " x 8"and wider sheathin g to each bearin g 3-IOd box(3 °x 0.128");or STUD W,�LL
<br /> Structural Release
<br /> 3 staples I"crown, 16ga., I 3/�F°long ,/i�/i�/i�/i�// January 22, 2018
<br /> Wider than I°x3" Face nail FOOTING SECTION"A" /�\ .
<br /> �\��\i�\��\��\ Construction Issue
<br /> 4-8d box(2 I/2 " x 0.I I3")or /���\��\��\��
<br /> 3-8d common (� I/2" x 0.I 3 I ");or ` ` August 7, 2018
<br /> 3-I Od box(3 "x 0.I�S")•or For SI; I inch =25.4 mm.
<br /> 4 staples I"crown, I 6ga., I 3/4"long NOTE:WHERE FOOTING SECTION"A"IS LESS THAN S FEET LONG IN 25 FEET ReVISiO►1 - I
<br /> TOTAL LENGTH WALL, PROVIDE BRACING AT CRIPPLE STUD WALL.
<br /> Floor
<br /> 4-Sd box(� I/� " x 0.I 13")or
<br /> Project Number
<br /> 3-8d common (� I/2" x 0.13 I "); or � O � � �
<br /> 2 I Joist to sill, top plate or girder 3-IOd box(3 "x 0.128")• or Toe nail �
<br /> 3 3"x 0.I 3 I"n a i l s ,
<br /> Sd box(2 I/2 " x 0.I I 3") 4"o.c. toe nail
<br /> All I�ights Reseraed.
<br /> 22 Rim joist, band joist or blocking to sill or Cop plate , . � All�ontents wirhin rh;s
<br /> Sd Common�� 1/2" X 0.I 3 I '�, or sheet is the sole propert��of
<br /> (roof applications also) IOd box(3 "x 0.125"); or 6'°o.e. toe nail Creaave Co�7�Eorr. , �
<br /> 3°x 0.I 3 I"nails Reproduction by any means
<br /> 3-Sd box�2 I/2 ° X 0.(I 3"�or � � in whole or in p.�rt requires
<br /> written permission by�
<br /> �3 I " x 6°subfloui'or less to each joist 2-Sd common (2 I/2" x U.I 3 I "); or
<br /> Creaeine Comfort.
<br /> 3-I Od box(3 "x 0.128"); or Face nail Sheet Numbe2'
<br /> 2 stapJes I"crown, 16ba., I 3/�F"long � ,
<br /> � �� �
<br /> � .
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