|
i_!L_ '.
<br /> THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING C��-T1VE �
<br /> ^. �'
<br /> r
<br /> ,�3�
<br /> Load bearing or braced/shear wall ,, T � �
<br /> Piate nail-16d(0.135"x 3Yz") above(must stack over wall below) Load bearing or braced/shear wall above ��� � �x���.,�
<br /> � Plate nail, 16d 0.135 x 3%Z') at 12"on-center i must stack over wall beiow when resent � � e�� ` � y����a � '�
<br /> Plate nail, 16d(0.135"x 3/Z') at 16"on-center When sheathing thickness exceeds�/$', 2x_stud wall at Floor panel nail- Blocking panel:1/s"TJ�Rim Board, � p � ALLOWAB LE H O LES - TJ I J o ists � ���y ,�� a������,
<br /> at 16"on-center trim sheathin ton ue at nm board 1%a"TimberStrand� LSL or TJI� oist. No load bearing y be cut �'�� - ""� � � `���'��'�^ �' '�
<br /> 9 9 16"on-center 8d 0.131"x 2%2" at 6"on-Center 1 Min.distance from Table B �yz"hole ma
<br /> Blocking panel: Web stiffener � � wall above Min.distance from Table A anywhere in web out- �
<br /> � � � � Blockin anel: PYeCIS1o12 � GYaCe �
<br /> 1/a"TJ Rim Board, re uired on both Plate nail-16d(0.135"x 3/z") g p �o NOT side of natcned zone
<br /> 1%a"TimberStrand� q at 16"on-center" Web stiffeners required on 2x4 minimum Web stiffeners 1%a"TJ�Rim Board,
<br /> sides at A2W ONLY both sides at A3.4W ONLY s uash blocks required each side � cut or notch flange.
<br /> LSL or TJI�joist Floor panel nail- Sheathing 9 1Y4"TimberStrand� LSL
<br /> , � �. boundary nails, or TJI�joist ty
<br /> at B3W ONLY 6619 13�nd Ave NE '
<br /> , 8d(0.131"x 2/2")at 6 on-center` � „ �;
<br /> . Sd(0.131"x?yz") 1/a TimberStrand� i Web stiffeners 6" O �� � � 6" Post Mail Box 242 a.
<br /> Rim-to-joist Web Stiffeners required at 4"on-center LSL rim board. �16 � re quired on both �
<br /> nail each side at A3._W 61 B1 W � Kirkland, WA 98033
<br /> Sides of both joist 6" L� 2 x D� D� Closely grouped round L2 2 x LZ DZ g�� g��
<br /> Toe nail, Toe nail, • � ' • Toe nail-10d(0.131" • ends at B4W ONLY No field cut minimum holes are permitted iP minimum No field cut Do not cut
<br /> ' 1%a"TJ�Rim Board When sheathing ' 206-619-3995
<br /> � • x 3")at 6"on-Cente� DO NOT holes in (applies to all holes the group penmeter holes in holes larger
<br /> 10d(0.131"x 3") 10d(0.131 x 3") TJI rim joist • thickness exceeds�/e", 12 Web stiffeners re uired End of�oists at hafched meets re uirements for hatched � • •
<br /> (A3/A3W only)or • q • � cut holes in cantilever except knockouts) q than�/z"in cYeativeComfot't7��m�lil.Com
<br /> at 6"on-center at 6"on-center � � min.
<br /> 1/a"TimberStrand� LSL. tnm sheathing tongue For rim board thicker than 13/4" on both sides at B1 W • centerline . Zo�es round or square holes. Zones cantdever �
<br /> . reinforcement. Sk e:eclecticse��en
<br /> Web stiffener TJIo rim joist at rim board • and B2W ONLY of support 5�p
<br /> 3 �Toe nail-10d(0.131"x 3") -Attach TJI Joist to rim board with one 10d(0.128"x 3"� Table A - End Support
<br /> required on both Must have 1/4"minimum Install ro er blockin to nail.Top nail from TJI joists into rim board. Blocking panels may be required
<br /> at 6"on-center" P P 9 Nlinimum distance from ed e of hole to inside face of nearest end su ort
<br /> sides at A1 W ONLY oist bearin at ends.Attach * su -Connect corner with four 10d 0.128"x 3" nails.Toe Biocking panels may be required with braced/shear with braced/shear walls above or g pp
<br /> A1 A1W�` A2 A2W'r �. . . g A3 A3.1 A3.2 A3.3 pportallpaneledges ( ) 62 B2W B3 B3W 64 B4W
<br /> , naii from side of arallel closure into rim board. walls above or below-see detail B1 below-see detail 61 JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE
<br /> nm�ast per A3 detail. p T���
<br /> A3.4 * DEPTH 2�� 3" 4�• 5" 6%z'� 7" 8'/s" 11•• �3" 2•, 3•� 4�� 5•� sy•• ��• 5�•, ���� �3"
<br /> `For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 'For additional installation specifications see Rim Board A3.4 W Nail through 2x_cantilever,wood backer and »o r-o^ ��-s�� z�-o^ s�-o^ s�-o° ��-o° 1'-6" 2�-s° s�-s^ 4'-6" ,
<br /> We erhaeuser lnstallation Guide for Floor and Roof Framin TJ-9001. W W W Details and Installation in Weyerhaeuser Installation Guide O O 1%a"TJ�Rim Board or 1ya"TimberStrand� Blocking TJIo joist web with 2 rows 10d(0.148"x 3') , „ 2io r-o^ r-s^ 2�-s^ s�-o° 5�-s^ r-o^ z�-o^ z�-s^ 4'-0" 5'-0^
<br /> 1' g� O O O O for Floor and Roof Framin TJ-9001. � � " " i one each nails at 6"on-center,dinched. 9�Z zao r-s° z�-o° 2�-s^ s�-s° s�-s�� r-o° z�-o�� s'-0" 4'-6^ s�-a� �
<br /> J. LSL.Nail with 10d(0.131 x 3 )na Is, panei
<br /> at top and bottom flange.Nail to blocking panel Use 16d(0.135"x 3%2')nails with 3Yz"TJI� 3so r-s" z�-o° s�-o^ a�-o^ s�-o^ r-s° z-s�� s�-s^ 5�-0^ a�-s° �
<br /> with connections equivalent to floor panel joist flange widths. sso r-s° 2'-6" 3�-s^ s�-o^ 7�-0° z�-o�� 3'-0" 4�-0^ s�-s�� s�-o°
<br /> 6'-0"length of TJI�joist 8"diameter maximum hole for 11�/8"- � o � „ � schedule. ��o r-a� r-o^ r-s° z�-o° 2�-s�� s�-o° e�-s° i�-o° r-s° 2'-0" 2'-6" 4�-s�� s�-o° s�-o�� �
<br /> reinforcement and fiiler 16"deep biocking panels;6"diameter 1/e"TJR Rim Board 1/a TimberStrand sio r-o^ ��-s^ r-o^ z�-o^ s�-o° 3'-6" 6�-0�� r-o^ r-s^ z�-s° 3'-0" 5'-0" s�-s° 6'-6" � ` '
<br /> LSL.Nail with 10d 0.131"x 3" nails, • � tii%d" zso r-o�� i�-s^ 2'-0" 2'-6" 3'-0" 3'-6" 6�-s° r-o^ 2�-0° z�-s^ 3'-6" 5�-s° 5�-s° ��-o�� , ' �
<br /> 4'-0"length of 8"diameter maximum hole for 11'/8"- block. Use 4'-0"length maximum for blocking panels 9Yz" � � Attach reinforcement to�oist �i
<br /> 3 „ , . 7 0 one each at top and bottom flange. �� , ' . 360 i�-s�� 2�-0° s�-o^ 3'-6" 4'-6" 5'-0^ ��-a� r-s^ 2'-6" 3�-s° a�-s^ s�-s^ s�-s�� r-s° �
<br /> � /q reinforcement wiih one 8d 0.131� X 2�p� � , 560 1'-6" 2'-6" 3'-0" 4'-0" 5'-6" 6'-0" 8'-0" 2'-6" 3'-6" 4'-6" 5'-6" 7'-0" 7'-6" 8'-0"
<br /> 8"diameter maximum hole for 16"deep biocking panels;6' diameter with 9Yz"and 11/e"TJIR deep or shorter than 12"long. � PP �io r-o�� i'-0" 1'-0" 1�-0�� r-s� 2�-0^ 3'-0" 5'-6" 1�-0° r-o° r-s° 2�-0° 3'-6" 4�-0° s�-o° a�-o°
<br /> on one side at E2, � � �� � � Do not cut flan es. Attach reinforcement to joist nail at each corner • , • F1 a lies to
<br /> Web stiffeners 11'/$"-16"deep blocking panels; . maximum for blocking panels 9/2 �oists. g with one 8d 0.131"x�z') Horizontal blocking � � •
<br /> both sides at E3 deep or shorter than 12"long. � uniformiy z�o r-o° r-o^ r-o° r-s° 2�-0° z�-s° s�-s^ s�-o�� r-o�� r-o�� 2�-0^ z�-s° a�-o^ a�-s^ s�-s^ 8'-6" �
<br /> Load from above required on both 6"diameter maximum for � � � naii at each corner , ' • loaded joists 14" 230 r-o�� r-a� r-o^ r-s° z'-s�� z�-s° a�-o^ ��-o�� r-o^ 1'-0" 2'-0" 3'-0" 4�-0° s�-o�� ��-o�� s�-o° �y ,
<br /> � Do not cut flanges. 1/a"TJ Rim Board 1/a" panels between each � �
<br /> sides at E1 W ONLY blocking paneis 9/2"deep or TimberStrand�LSL Naii with joist.Nail to top plate with • � • only. sso r-o^ r-o�� r-s^ z�-s�� s'-s�� a�-o" 5'-6" 8'-0" 1'-0" 1'-6" 2'-6" a�-o�� s�-o° s�-s^ a�-o° 9'-6" ��
<br /> shorter than 12��long. � • � � 560 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 6'-6" 9'-0" 1'-6" 3'-0" 4'-0" 5'-0" 7'-0" 7'-6" 9'-0" 10'-0"
<br /> �6�� 1 � „ ' ; 10d(0.131°X 3��)nails,one � �2��length of 3/4' ' connections equivalent to WOOd ' �` ���V�� l 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 3'-6" 6'-0" 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'-6" 6'-6" 8'-0" 11'-0" �O � � � �
<br /> � Do not cut flanges. 1/s"TJ�Rim Board or 1/a each at to and bottom flan e. reinforcement on floor anel schedule. backer a�- �e ���
<br /> p 9 P � C� �\\P+ S� 230 1,_�„ �,_�„ ��_�„ ��_��, ��_6,� �,_6„ 3,_�,� 4�_p„ 7�_p„ �,_0,. ��.�,� ��_�„ 2._�,� 3�_6,� 4�_�,� �,�„ 9,_�„ ��,_�„ �
<br /> • . � TimberStrand� LSL.Nail with , : ' � one side at E5, '�2°length of 3/4� ,2ti�t�jgt ca� �oaa 16 360 1'-0" T-0" 1'-0" 1'-0" 2'-6" 2'-6" 4'-6" 6'-6" 9'-0" 1'-0" 1'-0" t'-6" 3'-0" 5'-0" 5'-6" 9'-0" 10'-0" 1P-6" �
<br /> ' ' 10d(0.131"x 3")nails,one � � . ; . Attach reinforcement to _ both sides at E6 ' • � 1� iJe �o�� sso r-o^ r-o° r-o° r-o^ z�-s^ 3'-0" 5'-0" 7'-6" io•-o° 1'-0" 2'-0" 3�-o° a�-s° s�-s^ r-o�� io�-o^ ir-o^ iz�-o^ � �y
<br /> � • ' each at to and bottom flan e. . • ' � • � Full de th vert�cal • reinforcement on one side a� �,r ��� �J
<br /> . p g � � . �oist web with 3 rows p at E7,both sides at E8 F1 ° �e�`� �� a^ s^ s^ r� s�� �o^ ir� �s^ ir� a^ e^ s^ �^ a�� �o^ �r� �s^ �r� V
<br /> 10d(0.148"x 3")nails at 6'° blocking between � � .
<br /> Attach reinforcement on-centPr,ciinched.Use 2 each joist �$„ seo r-o° r-o^ r-o^ r-o�� z�-a� a�-o^ a�-s° io�-o° i�-o° 1'-6" 3'-0" 4'-6" 6�-0^ �o�-o^ 11'-0" 13'-6" ^ `
<br /> 2x4 minimum , • • • .O E7 E8 Less than 5�� 560 1'-0" t'-0" t'-0" t'-0" 2'-0" 4'-6" 7'-0" 11'-0" 2'-0" 3'-6" 5'-0" 6'-6" 8'-0" 11'-0" 12'-0" 14'-S" �r,�
<br /> s uash blocks to�oist flange with 2� tc� rows with 9�/2'and 11�/8" Less than 5° 360 r-a� r-a� r-o° 1'-0" 1'-0" 2'-0" a�-o^ r-o° �o�-s° i�-o^ r-a� r-s�� s�-o�� a�-s° e�-o° 11'-6" 14'-0" 15-s° '
<br /> q � ,p 8d(0.131"x�Z')nails at 6" a'�`� TJl�joists. 20�� � � �
<br /> y
<br /> Z- ��. � Gap*: WEB STIFFENER ATTACHMENT sso r-o�� r-a� r-a� r-o° r-o�� z�-o° a�-s° s�-o° ir-s° r-o° r-s° 3'-6" 5'-0" T-o° �a-s° i3�-o� ia�-s° �s�-o° � •
<br /> 1Ya"TJ�Rim Board or �� on-center.When reinforcing E5 E6 � i ��
<br /> CS Use 2x4 minimum squash b/ocks to 1%a"TimberStrand� LSL. Face grain �a� both sides,stagger nails. O /8 minimum �"�(��g B - Intermediate or Cantilever Su OI"t � • �
<br /> O transfer load around TJI�joist Nail with 10d 0.131"x 3" horizontal E4 Not for use with 3%2"TJIo �olst flan e widfhs �,� 2/4"maximum pp �\ Q�.� . ,
<br /> E1 E1 W � � E2 E3 � � g , „ � Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support �V �y �
<br /> O O nails,one each at top and O O (1/2 for TJI� Nailing: c \ `+�
<br /> bottom flange. Option#1: 560,560D) See sizes below. �oisr T�i�, ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE v V �
<br /> 1 Subfloor TJl�joist blocking with end DEPTH 2�� 3�� a�� 5^ sY�� r� a'/B^ �r' is" 2" s° a�� s^ eY�� r� a%^ ir� �s^
<br /> EXTERIOR DECK ATTACHMENT App y � Web stiffener both sides. ►� .
<br /> blocks installed at%3joist-span ��o z�-o�� z�-s^ 3'-6^ a�-s�� r-s^ 1'-6" 2�-s�� s�-s° e�-s° 6'-6" (� \
<br /> adhesive to all See sizes below. 'With point load from above,and no support .
<br /> Flush bearing plate required. Structural exterior sheathing locations using below,install web stiffener tight to top nange ��z„ 2�a 2'-0^ z�-s^ s�-s^ e�-o�� e�-o�� 2�-0^ s�-o^ a�-o�� s�-s^ r-s^ W ;
<br /> Hanger height must � � �� contact surfaces � 230 2'-6" 3'-0" 4'-0" 5'-6" 8'-6" 2'-0" 3'-6" 4'-6" 6'-6" 7'-6"
<br /> Double TJI Joist Filler Block: Hanger Backer Block:Install tight Maximum/4 overhang two 8d(0.113"x 2�/2') Tight fit* (gap at bottom flange) N �
<br /> be a minimum of 60% Attach er the table.Clinch to to flan e ti ht to bottom Flashing sso s�-o^ a�-o° 5�-s^ 6'-6^ s�-o^ s�-o^ 4'-6" 5'-6�� r-s^ a�-o^ .� • f� m
<br /> otjoisr depth p P 9 � 9 permitted at beam. r nails or Nailing Requirements sso s�-s^ 5�-0^ s�-o° r-s�� �o�-o�� a�-o^ 5'-6^ s�-s° a�-o° s�-o^
<br /> nails when possible. , flange with face mount hangers). a 2� "screws, Depth Minimum Web � � k
<br /> p � Treated 2x_ .o�s�sQ � �2 yp TJI�Joist Series �n. Stiffener Size T Number Nails Zio �-o° �=o^ 2�-0^ 3'-0" 4'-6" 5'-0" 9=0" i=o^ z=o^ a�-0" 4'-6" 8'-0^ a�o^ �o�-o° � �h
<br /> • Clinch nails when ossible. t ical ( ) ype
<br /> ledger �31 �a End Intermediate
<br /> � � 11�%d" 230 1'-0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" 10'-0" 1'-0" 2'-6" 3'-6" 5'-0" 8'-6" 9'-0" 10'-6" ry
<br /> '• See fastener 110 All %a"x 25/s"�'�
<br /> �`�r 1Ye"TJ�Rim Board or sso z�-o^ s�-o^ a�-o^ 5'-6° r-o^ ��-s° ir-o�� z�-o^ s�-s° 5�-a� 7�-0^ s�-s^ s�-s° �r-o^
<br /> ' • �-''�. table below.Maintain 210 All %a"x 25/s""� $d sso 1'-6" 3'-0" 4'-6^ s�-s^ 8'-0" 8'-6" 12'-0" 3'-0" 4'-6" s�-a� 8'-0" 10'-6" 1P-o^ i2�-o^ � � '
<br /> Top mount '' 2"distance(minimum)from 1Ya"TimberStrand� 230&360 All �/e"x 2%s'�'� (0.113"x�2') 3 3 i�o r-o° i�-o° r-o^ r-o�� 2'-0" 2'-6" 4'-6° 8'-6" ��-o�� r-o^ r-o�� z-s^ s�-o�� s�-o^ s�-o^ �2�-0��
<br /> g Option#2: -�
<br /> han er edge of ledger to fastener. LSL 2x_strapping installed at%3 16d Zio �'-o° r-o° ��-o° r-o^ 2'-6" 3'-0" 5'-6" 9�-s° 1'-0" T-o° z�-a� 3'-6" s�-o° r-o° io�-o�� is�-o^ � � �-n
<br /> Rl 14" 230 1'-0" 1'-0" 1'-0" 2'-0" 3'-6" 4'-0" 6'-0" 10'-6" 1'-0" 1'-0" 2'-6" 4'-0" 6'-6" 7'-6" 11'-0" 13'-6"
<br /> � .�.
<br /> Face mount Backer block joist-span locations using two 560 All 2X4 (0.135"x 3%2') sso r-o�� ��-o�� 2�-0�� s�-s° 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" z�-o�� a�-a� s-s° s'-o° ia-o° i2�-o�� �a�-o�� T�
<br /> han er both sides of web � Allowabie�oad(Ibs) �2'screws per joist,typical V�1
<br /> g � Fastener 1/q Tirobe�Strand� R 18�� 4 4 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" ti'-0" 13'-6" 15'-0" • 1
<br /> with single TJ10 joist 1y"TJO Rim Board 16d 210 1'-0" 1'-0" 1'-0" t'-0" 1'-0" 1'-0" 3'-6" 6'-0" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" � - ,
<br /> LSL rim board 560D 20 2x4"� 5 5 �
<br /> Option#3: � 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 6'-6" 11'-0" t'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 10'-6" 13'-6" 16'-6"
<br /> Web stiffeners required if sides of y2'Iag bolt 610 480 Directl a lied ceilin 22"�'� (0.135"x 3/Z') 6 11 ����
<br /> With to mount han ers,backer block re uired onl Y PP 9 sso r-o^ r-o^ r-o^ 1'-0" 3'-0" 4'-0" 6�-s° 10'-0" 13'-6" r-o° 1'-0" 2'-0" 4�-o° r-s^ 8'-6" 13'-0" 14'-6" 1T-o^ �
<br /> H1 hanger do not laterally support at H2 p g Q y H3 24"�'� 6 13
<br /> 3 o for downward loads exceeding 250 Ibs or for uplift • Corrosion-resistant fasteners required for wet-service applications. Pg� - �/ sso r-o^ r-o^ r-o^ �'-o" z'-s^ 3'-6" ��-o^ �r-o" �5'-0^ ��-o° r-o" s'-s^ 5'-6" s'-o° io'-o" ia'-s° is'-o° �a�-o^
<br /> O least/8'of TJI a joist top flange . . �A When spec�fied on the layout one of O (1)PS1 or PS2 sheathing,face grain vertical � O
<br /> conditions.For nailing reqwrements see page 5,TJ- O O - • - • . 4" 5^ s�� r• s^ �o^ �z�� is�� ��^ a^ a^ s�� �^ a^ �o^ �2�� �s�� ir� •
<br /> 9001, Weyerhaeuser installation Guide for Floor and the braC�ng opt�ons above is reqwred (2)Construction grade or better O ,
<br /> Roof Framing, TJ-9001. (3)Web stiffeners are always required for 22"and 24"TJI�560D Joists t8„ 360 ��-o^ r-o�� r-o^ 1'-6" 3'-0" 6�-0° s�-a� ie�-o�� i�-o�� 1'-6" 4'-0" 6�-s�� s�-a� ia�-s° is�-s^ �s�-s°
<br /> . . � 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" 3'-6" 6'-0" 8'-6" 11'-6" 16'-6" 18'-0" 20'-0" � `
<br /> FASTENING of FLOOR PANELS Zo„ aso ,�-o�� r-o�� ,�-o�� ,�-o�� ,�-o�� s�-o�� s�-o�� 11'-0" 15'-6" r-o�� r-o° r-s�� a�-o�� ��-a� ,2'-6" 16'-6" ,s�-o�� 2r-o�� �
<br /> Guidelines for Closest on-Center Spacing per Row FILLER 8tld BACKER BLOCK SIZES sso r-o^ ��-o^ ��-o^ i�-o^ r-o° r-s^ 5'-6" iz'-o° is'-a� r-o^ i�-o'� s'-o^ s�-o�� a�-s° ia'-0" 17'-6' 19'-6" 20'-6"
<br /> TJI�(�)lz) Rim Board �yZ�� TJI�JOists 110 210 230 or 360 560 Rectanyular holes based on measurement of/ongest side.
<br /> Nail Size 110,210, 360 and ° TimberStrand�LSL Microllam� Parallamo y � �� • Leave%'of web minimum at to and bottom of hofe.DO NOT cut oist flan es.
<br /> BEARING FOR DOOR BEAM TO BEAM BEARING AT �Ys��TJ �y4�� LVL PSL Depth 9 z�or 14.� 9��or 14"or 9Yz'�or 14"or 18"or ���e„ 14"or 18"ar � ) P 1 9
<br /> BEARING AT WALL and 230 560 Rim Boar TimberStrand�LSL or wider 16" 20" 16" 20" - • �
<br /> OR WINDOW HEADER CONNECTION CONCRETE WALL 11/a" 11/e" 16" 11/s" . Tables are based on uni(orm load tables in current design literature.
<br /> 8d 0.113"x 2�/2'),8d(0.131"x 2%") 4" 3" 6" 4" 3" 3" 3" Filler Block l�l 2x6+3/" 2x8+%" 2x6+y2' 2x8+y" 2x12+�/2" Two Two Two „ '
<br /> � � 2x6 2x8 For sirnple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located �
<br /> 1�a"TJ�Rlm Board of Strap peI'Code if top plate Detail H2 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12
<br /> 1ya"TimbefStrand� LSL is not Cofltinuous oveC 10d(0.145"x 3"),12d(0.148"x 3yy") 4"�31 4°�3> 6" 4" 4" 4" 4" � j at the center of the joist span provided that no other holes occur in the joist. �
<br /> or blocking for lateral header 16d(0.162"x 3Yz") 6" 6" 16"c5) 6"la� 6"(41 g�� g�, Cantilever 2x6 2x10 2x6+3/" 2x10+3/s" 2x6+Y" 2x10+Yz' Not -
<br /> Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Notapplicable e�LLOWABLE HOLES Headers and Beams
<br /> support (1)Stagger nails when using 4"on-center spacing and maintain 1%8"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long
<br /> panel edges)for diaphragms.Fastener spacing for TJl�joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Ba�ke�B,a�k,,, �1.55E TimberStrand� LSL Headers and Beams �
<br /> Strap per code if top !.; blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI�joists. (Detail F1 %e'or%4' 3/a"or'/e' %"or 1"Net 2x6 2x8 2x12 �
<br /> plate is not Continuous , (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least Yz"and staggered. or H2) 2 x diameter of the
<br /> over Column .••� (3)With 10d(0.148"x 1'/z')nails,spacing can be reduced to 3"on-center for light gauge steel straps. ,
<br /> Top mount ' 4 Can be reduced to 4"on-center if nail enetration into the narrow ed e is no more than 1%" to avoid s littin (t)linecessary,;ncrease fiuerand backerblockheightforface mount hangers andmaintain/e°gap at to�ofjoist;see detail W.F;llerand largest hole(minimum)
<br /> • ( ) p 9 s ( P 9)� backer block dimensions should accomodate required nailing wifhout splitting(12"minimum for backer blocks and 24"minimum for filler blocks).
<br /> hangef •! (5)Can be reduced to 5"on-center if nait penetration into the narrow edge is no more than 1%e'(to avoid splitting). %depth Allowed hole zone •
<br /> Column Face mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede
<br /> hanger wood from direct recommendations listed above. PI'0�2CC SIC2:
<br /> ContaCt with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Insta/lation Guide for Floor 0 Q I 4 I 0 Hollow Dale Pl
<br /> O O n See current We erhaeuser O ConCrete and Roof Framing,TJ-9001. °
<br /> L1 L2 `L3 Y L4 ■Nailing rows must be offset at least%Z'and staggered. o 0 0 0 0 1,55 E TimberStrand�LSL Everett, WA 98204
<br /> � literature for framing connecfors ■14 ga.staples may be substituted for 8d(0.113"x 2Yz")nails if minimum penetration of 1"into the TJI�joist or rim board is achieved. Header or eeam Maximum Round
<br /> ■Maximum nail spacing for TJI�joists is 18"on-center. Joists must be laterally supported at oeptn Hole Size
<br /> cantilever and end bearings by blocking 9Ya"-9%z" 3"
<br /> panels,hangers,or direct attachment to 8„ 8�� , „ , „ 5 „ Building Department:
<br /> 11/a-11 /a 3/a
<br /> Multiple-Member Connections for Top-Loaded Beams 0 a rim board or rim joist. 14"-16° ai8� Cit of Everett
<br /> TJl joist framing does not Y
<br /> F a s t e n e r I n s t a l l a t i o n R e q u i r e m e n t s E1 General Notes See i l lustration for a l lowe d ho le zone
<br /> Piece #of Fastener require bridging or mid-span
<br /> Width Plies ��, blockin o Allowed hole zone suitable for headers and beams with Building Code:
<br /> Type Min. Length #Rows O.C.Spacing Location When fasteners are required on both g uniform and/or concentrated loads anywhere along the member.
<br /> �2� sides,stagger fasteners on the second � Round holes only �.R.�. 2��5 • .
<br /> BEARING AT 10d nails 3" 3 ,�Z„ side so they fall halfway between + No holes in headers or beams i�plank orientation.
<br /> COLUMN � 12d-16d nails 3%4" 2�'> One side fasteners on the first side. �
<br /> Screws 3%g"or 3%2" 2 24" R
<br /> � 10d nails 3" 3�2� DONOTbevel cutjoist A1 H2 Rim boardjoint ��her TI"US JOISt� Headers and Beams � ,
<br /> 12" Both sides ' be ond inside face of wall. Microllamo LVL �
<br /> 12d-16d nails 3%4" 2«� . • y O between joists DO NOT overhan seat cuts
<br /> � E2 � 9 1.3E TimberStrando and Parallam�PSL
<br /> 13/.�" 3 33/8"or 3%2' Both sides • � 3 on beams beyond the inside �SL hole zone hole zone 2 x diameter of the j3 depth
<br /> Screws 2 24�� . •Load must be applied evenly across . '• � face of support member. largest nole(minimum)
<br /> 5" One side entire beam width.Otherwise,use ' . Do NOT cut,norch o�drill
<br /> Verify column capacity 10d nails�'� 3" 3�`� One side connections for side-loaded beams. � holes in headers orbeams
<br /> and beam bearing 12" er I p
<br /> L5 �ength.See current a 12d-16d nails�'� 3%a" 2`'� �P P y� `� o 0 0
<br /> exce t as indicated in
<br /> illustrations and tab/es.
<br /> Weyerhaeuser literature. 5"or 6" Both sides o 0 0
<br /> Screws 2 24�� O Multiple pieces can be nailed or bolted together to CS
<br /> 6 3�,{" One side L6 form a header or beam of the required size,up to a TJIO rim joist Microllamo LVL and other Trus�oist�Beams . �
<br /> 5"or 6" Both sides maximum width of 7" • ••� •
<br /> ��8��TJ�Rim Board or Pa�allamU PSL Header or Beam Maximum Round
<br /> 3�2, L Screws 6 3/4, 2 z4 One side � L3 1%a"TimberStrand� LSL. allowed hole zone D3p'n Hole Size Project Compass
<br /> %2'boltS 8" 2 24" - O middleYs span 4/a 1" y *
<br /> 5%Z' 1�/4� Designer•: Vernon
<br /> I � L1 d 1.3E TimberStrandu LSL allowed hole zone d �y4��_2p�� 2�� 201$
<br /> (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPT"'. B� iy See illusVation forAllowed HoleZone January 3,
<br /> (2)An additional row of nails is required with depths of 14"or greater. H1
<br /> (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. C�enel'�I NOteS .
<br /> B2 + Allowed hole zone suitable for headers and beams with uniform loads only. CllellC:
<br /> + Round holes only Mr Sisk 201$
<br /> BEAM ON / � No holes in cantilevers.
<br /> COLUMN CAP NAILING AT BEARING (FLOOR) L5
<br /> B3 January 3,
<br /> TJIO Joist to Bearing Plate Squash Blocks to TJI Joist
<br /> • No holes in headers or beams in plank orientation.
<br /> i Load bearin wall above
<br /> 1/a"TJ�Rim Board or � g �
<br /> 1%q°TimberStrand� LSL. Joist may be shifted up to 3"if Use B1 or B2 at g
<br /> One 10d(0.128��X s��> P WA R N I N G Desi n Issued
<br /> One 8d 0.113"x�" nail into each flange floor panel edge is supported O g4 intermediate bearings January 3, 2�� � �
<br /> � z) and span rating is not exceeded. Joists are unstable until braced laterall
<br /> naii eacn side.�rive with load bearing or Y
<br /> Do not cutjoist flanges. bCaC@d/Sh@8�'W111 Bracin Includes:
<br /> nails at an angle at g Bid Release
<br /> Plumbing Drop
<br /> P1 least 1Y2°from end. from BbOVe • Blocking • Sheathing • StrutLines January 3 2018 �
<br /> End of joists • Hangers • Rim Board • Rim Joist �
<br /> 3y2'minimum at centerline L2
<br /> COLUMN BASE 13/"minimum end bearin g Also see detail62 of support O �!', T Structural Release
<br /> 4 g intermediate bearin *� , �
<br /> single-family applications 5Ya°may be required O � January 22, ���8
<br /> for maximum H1 �� - -
<br /> 5hear transfer:Connections equivalent capacity
<br /> to floor panel nailing schedule • �+r' � �
<br /> Construction Issue
<br /> ��,�,,,� . Rim to TJ1�Joist � DO NOT walk on joists DO NOT walk on joists DO NOT stack building AUgUSt �, 2��8
<br /> „ _•. . !•r„:`" � until braced. that are lying flat. maferials on unsheathed
<br /> i�..�;:.�=:�;4.'• 1�a"TJ�Rim Board, TJI�560 rim joist:Toe Additional joist is required if ; INJURY MAY RESULT. joists.Stack only over
<br /> •• 1%a"TimberStrando LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 �� WARNING NOTES: beams or walls. ReVIS1011 - I
<br /> TJIJ 110 rim joist: nails,one each side of or if span rating is exceeded. ' !�� 'r , Exterior Deck
<br /> P2 � Une 10d(0.131"x 3")nail TJI�joist flange TJI�560 • . ; �:'. ::,, :,,�. LA DO NOT use sawn Lack of proper bracing during construction can result in serious
<br /> ., • . Attachment lumber for rim
<br /> into each flange floorjoist '.�� ' .. ..: •i'' �.� Structural accidents.Observe the following guidelines: -
<br /> TJI�210,230,and 360 rim �, '��� � • � ' • bodrd or blotking, 1.All blocki�g,hangers,rim boards and rim joists at the end supports of the TJI�joists must be completely installed and properly nailed.
<br /> INSTALLATION TIPS •;�: ' sheathing y 2.Laterial stren th,like braced end wall or an existin deck,must be established at the ends of the ba This can also be
<br /> •,. • as it ma shrink
<br /> ELEVATED �o�st: • 9 9 y� Project Number
<br /> One 16d 0.135"X 3� " nail •Subfloor adheslve will improve flooP pefformance,but afteY installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay.
<br /> COLUMN BASE ( /z) n D n � �
<br /> 13/q"minimum bearing into each flange may not be fequired. Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. G �
<br /> Top View Safet b�aCln 1X4 en inBered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or
<br /> Locate rim board joint befween joists. y g� 9 one layer of unnailed sheathing. - •
<br /> •Squash blocks and blocking panels carry stacked Protect untreated wood minimum)at 8'on-center(6'
<br /> BEAM ATTACHMENT at BEARING vertical loads details B1 and B2 .PaCkln out the web from direCt ContaCt with See ALLOWABLE on-Center for TJI�110'olsts and 4.Sheathing must be completely attached to each TJl�joist before additional loads can be placed on the system.
<br /> ( ) 9 J ) All IZi hts Resetved.
<br /> 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. �
<br /> of a TJI�joist(with web stiffeners)is not a substitute concrete 1Yz"knockouts H3 HOLES extended to a braced end wall. 6,The flanges must remain straight within 1/2"from true aiignment. Atl contents wichin this sheet is
<br /> r � 1�s"TJ�Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with rhe sole ro ert of Creacive
<br /> 7,'�,'�i': t"•�'''C o 12"on-center two 8d 0.113"x 2�/Z')nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint andlor coating on this p p Y '
<br /> , ;•. 1Ya"TimberStrandR �SL. �
<br /> ^�i, �, K; product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California Comfort.Reproduction by any
<br /> �, •When joists are doubled at non-load bearing parallel (see WARNING).
<br /> partitions,space joists apart the width of the wall for to cause cancer.For more information on Proposition 65,visit wy.com/inform. means either in�vhote or in
<br /> O tional 8earing plate to be irt rec uires written ermission
<br /> P plumbing or HVAC. �� P� 1 P
<br /> flush with inside face SUS7AINABLE
<br /> P3 non-shrink t4y by� Crearive Comforr.
<br /> Drive nails at an See framing plan(if applicable)or of wall or beam v FORESTRY
<br /> grout One 10d 0.128"x 3" nail each an Ie to minimize Weyerhaeuser Installation Guide for Floor •Additional oist at lumbin dro see detail . � INITIA7IVE � Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of
<br /> ( ) 1 p 9 P� ) • • •
<br /> g eyer aeus er Weyerhaeuser NR. O 2014 Weyerhaeuser NR Company. All rights reserved.
<br /> side of inember at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Certified Sourcing
<br /> 1%Z'minimum from end end and intermediate bearing lengths. ww��.�f�P��y�a��.��a S�leet NL1111I�e2' `
<br /> sr-u;r,ca
<br /> � � �
<br /> �
<br />
|