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THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING
<br /> �a
<br /> J Q I ST D ETA�LS Plate nail-16d(0.435"x 3 Y") Load bearing or bracedlshear wall
<br /> ' � at 12"on-center
<br /> above(must stack over wall below} Load bearing or braced/shear wall above
<br /> Plate nail, 16d(0.135"x 3 }�2') Plate nail, 16d(0.935x 3 J�Z) When sheathin thickness exceeds %", 2x stud wall at F1oor anel nail- Blvcking panel: 1Y"TJ�Rim Board, , (must stack over wall below when preser�t) u ALLOWABLE HULES - TJ 1� JD�.C`!ts �
<br /> � at 16"on-center 1Y' TimberStrand LSL or TJI oist. No load beann n j
<br /> _ at 16' on-center ' g g g ' 16"on-center 8d(Q.131"x 2Y")at 6"on-center � � �� g 1}Z"hole may be cut W/
<br /> Blockin anet: tnm sheathin ton ue at nm board wall above Min.distance from Table A Min.distance from Table B
<br /> 5 P Web stiffener anywhere in web out-
<br /> 1Y"TJ�Rim Board, Ptate nail-96d(0.135";�3Y") Blocking panel: (,�,�
<br /> - required on both . Web stiffeners required on 2x4 minimum Web stiffeners � DO NOT side of hatched zone �
<br /> 1ya"TimberStrand� at 16"on-center` 1Y"TJ Rim Board,
<br /> sides at OA2W ONLY both sides at A3.4W ONLY squash blocks required each side cuf ornotch flange.
<br /> LSL or TJf�joist Floor panei nail- Sheathing af B3W ONLY 1Y"TimberStrand� LSL
<br /> • 8d (0.131"x 2Y")at 6"on-center� boundary nails, 4 or TJl�joist -� �, /� �
<br /> ' . 8d(0.131"x2Y") ' 1ya"Ti^�berStrand� , � �� �ao� (� Q V,�/
<br /> Rim-to-joist � • Web Stiffeners required at 4"on-center , ,, . � LSL rim board. ° ' • Ys
<br /> �� Web stiffeners 6" � 6" � � �
<br /> B1 B1W requiredonboth �,{�
<br /> � nail , ;; � , each side at A3_W �'� n � „� „ ' sides of both'oist 6" L, 2 x D D Closei rou d round � 2 x L C'7 0
<br /> ;' 1 . Toe nail-10d(0.131" O O N ;, ' � � 1 holes are e� z z z 6" 6" � V
<br /> Toe nail, Toe nail, . • ��� • � � When sheathi � � � � ends at B4W ONLY No field cut minimu P �med fi minimum No freld cut vo nor cut
<br /> .
<br /> . , . 1Y' TJ Rim Board �9 x 3")at 6"on-center no+es;n the rou eri � ' �
<br /> 10d(Q.131"x 3") 10d(0.131 x 3") TJt�'rim joist ' '�' . thickness exceeds a", ��� Web stiffeners re uired DO N�T (applies to all holes 9 P p meter ho/es in holes larger �
<br /> at 6"on-center at 6"on-center (A3iA3W only)or min. q End of joists at cut holes!n cantilever hatched except knockouts) meets requirements for datched than 1Yi^in l,f� �
<br /> 1ya"TimberStrand� LSL. trim sheathing tongue on both sides at B1 W centerline zones round or square holes. zones can6lever � d. >,
<br /> For rim board thicker than 1 �" reinforcement �
<br /> TJI�rim joist at rim board and B2W ONLY of su ort
<br /> Web stiffener Toe nail- 10d(0.139"x 3"} -Attach TJI Joist to rim board with one 10d(0.128"x 3") pp Table A - End Support � �
<br /> required on both Must have 9%4"minimum = Install ro er biockin to nail.Top nail from TJI joists into rim board. Blocking panels may be required � � O
<br /> at 6"on-center p �' g Biockin aneis ma be re uired with braced/shear Minimum distance from ed e of hole to inside faCe of near�st end su rt n ) 00 O
<br /> sides at A1 W ONLY oist beaYin at erids. Attach * support afl anel ed es -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2�/ 9 P Y q with braced/shear walls above or , �
<br /> A1 A1W* A2 A2 * 1 g A3 A3.1 A3.2 A3.3 p g nail from side of parallel closure into rim board. wails above or below-see detail B1 B3 B3W below-see detail B1 B4 �4W JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE �� t--
<br /> O� rim joist per A3 dPtail. Q��� TJI�
<br /> O� DEPTH 2.. 3�. 4�� 5.� s �. ��. S� " 11" 13.. 2�. 3., .. 5�. .. �� 8��. ���� 13..
<br /> '`For additional installation s ecifications see Rim Board A3.4 A3.4 * yZ �4 4 s� 7 �
<br /> ` For additional installation specifications see Rim Board Detaiis and Installation i� A3W A3.1 A3.2 A3.3 P O O Nail through 2x_cantilever,wood backer and ��o r-o° ��-s�� z�-o� s�-o° 5�-0° ��-o^ ��-s° z�-s° 3'-6^ a�-s°
<br /> Weyer haeuser lns ta t ta fi on G ui de f o r F l o o r a n d R o o f F r a m i n g, T J-9 0 0 1. O O�O D e t a i l s a n d I n s t a l l a t i o n i n We yerhaeuser Installation Guide 1Ys"TJ�Rim Board or 1Y"TimberStrand� B l o c k i n g TJl�joist web with 2 rows 1Dd(0,148"x 3") 9 y„ z�o ��-o�� t�-s° 2�-s�� s�-o^ 5'-6^ ��-o^ z�-o° 2�-s�� a�-o�� 5�-a"
<br /> for Floor and RoofFraming, TJ-9�1. LSL. Nait witn 10d(0.131"x 3")nails,one each panel nails at 6"on-center,clinched. 2so ��-6�� z�-o^ z�-s�� 3'-6�� 5'-6�� ��-o�� z�-o�� s�-o�� 4'-fi�� 5�-0��
<br /> at top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3y")nails with 3y"TJ1� sso r-s° r-o° a�-o�� a�-o° s�-o° �_6�� 2�- �� �-s° 5�-a° 5�-s��
<br /> with connections equivalent to floor panel joist flange widths. sso 1'-6�� z�-s^ s�-s^ a�-o^ ��-o�� z�-o° s�-o^ a�-a� 5'-6�� s�-o°
<br /> ' 110 1�_��� ��_�,� �._6�� z�_��� 2�_6,� 3�_ �� 5�_6�� 1�_��� �,_6�� 2�_p�� 2�_6�� 4�_6�� ��_��� 6�.0��
<br /> 6'-0"length of TJI�joist 8"diameter maximum hole for 11 %"- 1Ye"TJ�Rim Board 1Ya"TimberStrand� schedule. z�a r-o° r-s° z�-o�� z�-o�� a�-o�� s�-s° s�-o° r-o° r-s° 2�-s° s�-o^ 5�-0° s�-s° 6'-6�� •
<br /> reinfiorcement and fi(ler 16"deep blocking panels;6"diame#er LSL. Nail with 10d 0.131"x 3" nails, ' ' 11�^ 2so ��-a� ��-s° 2�-0° 2�-s° s�-o^ s�-s° s�-s° r-o° z�-o�� z�-s° a�-s° 5�-s�� s�-s^ ��-o^
<br /> 4'-0"length of 8"diameter maximum hole for 11 %"- block. Use 4'-0"length maximum for blocking panels��" � � Attach reinforcement to�oist
<br /> one each at top and bottom flange. with one 8d 0.131��X Zy��� • 360 1'-6" 2'-0" 3'-0" 3'-6" 4'-6" 5'-0" 7'-0" 1'-6" 2'-6" 3'-6" 4'-6" 6'-6" 6'-6" �'�"
<br /> %" reinforcement 16' deep blocking panels;5'diameter with 9y"and 11%° eep or shorter than 12"long. , , , � . ' • sso r-s° 2�-s° s�-o^ a�-o�� a�-s° s�-a� s�-o�� 2�-s�� s�-s° a�-s�� 5'-6^ 7�-0�� ��-s° a�-o��
<br /> 8"diameter maximum hole for • . � Do not cut flan es. Atfach rein�orcement to�oist naii at each corner � • F1 appiies to
<br /> � on one side af E2, maximum for blocking panels 9 y" TJI joist . 9 , , „ • • , 114 r-o° r-o° 1�-0° r-o^ 1'-6° 2�-0° s�-o�� s�-s° r-�° ��-o^ r-s�� z�-o° 3'-6�� a�-o° s�-o° s�-o°
<br /> ' Web stiffeners 11�"-16"deep biocking panels; both sides at E3 with one 8d(0.131' x 2y) Horizontal blocking , ' • uniformly 2�0 1�-0^ r-o° ��-o° ��-s^ z�-o^ r-s° 3'-6^ s�-o° t�-o�� ��-o�� z�-o�� z�-s° a�-o�� 4'-6^ 6'-6° a�-s°
<br /> deep or shorter than 12"long. .
<br /> ' Load from above required on both 6"diameter maximum for po not cut ilanges. 1Y"TJ�Rim Board 1Y" nai!at each corner , _ panels between each . • toaded joists aa�� 2so t�-o° ��-o° ��-o° �- �� 2�-s° z�-s° a�-o° r-�� 1�-0^ ��-o° z�-o° a�-o° a�-o° a�-o° 7�-0^ �-o°
<br /> sides at E1 ONLY blocking panels 9y"deep or TimberStrand�LSL.Nail with . joist. Nail to top plate with . ` • � „ only, sso r-o° ��-o° ��-s�� 2�-s° a�-s�� a�-a° 5'-6° a�-o° ��-o° r-s° z�-s° a�-o�� s�-o�� 6'-6° s�-a^ 9'-6°
<br /> shorter than 12"long. . . � 10d(0.131"x 3")nails,one 12"length of%4' ' ' . , connections equivalent to Wao� • � `� �� sso r-o° r-o° z�-o° a�-o° 4'-6° e�-o° s�-s° s�-o° t�-s^ s�-o° a�-o^ s�-o�� ��-o�� ��-s�� �-o° � � °
<br /> Ys'� Do not cut flanges. ' 1Y"TJ�Rim B�oard or 1�a" each at top and bottom flange. reinforcement on floor panel schedule. backer es �.�'��e�eason��� ��„ zsa r-o° ��-a� �=o^ �-o° �=s�� �=s° s�-o�� a�-o° 6-a� �-o° 1=0° t-o° 2-0�� s=s�� a=a° 6=0�� s�-o�j t��-o��
<br /> � TimberStrand LSL. Nail with one side at E5, a „ � �a oa
<br /> , • • ' • : ' , 12"length of/4 t� et � aso �,_o„ �,_Q„ �,_o„ �,_o„ 2,_6„ 2,_6„ 4,_6„ 6,_�, 9,_0„ �,_o„ �,_o„ �,_6„ 3,_a, 5,_0„ �,_6„ 9,_0„ �a,-0., ��,�„
<br /> � . 10d(0.131°x 3")nails,one � : . Attach reinforcement to ' b o t h s i d e s a t E 6 r e n f o c e m e n t o n o n e s e �` ti��e� �o�� e s o ��-o° t�-o^ 1�-0^ ��-a� z�-s^ s�-o° s-o° ��-s° t o�-o° r-o^ 2�-0° s�-o^ a�-s° 6'-6�� 7�-0° �o�-0�� �1�-0° �2�-o°
<br /> ' ' each at top and bottom flange. ; : ' }oist web with 3 rows Fuil depth vertical ' at'E7 rboth sides at ES I d F1 °a�e�`O'�r �u�` a�� e� s�� r� a^ to�� �z• �s�� �t� a�� s�� s^ r� a�� ao^ �tz�� �s^ �r�
<br /> : � � � � � � . o
<br /> , , 10d(0.148"x 3")naiis at 5' blocking between
<br /> Attach reinforcement on-center,clinched.Use2 eachjoist 18� aso r-o° t�-o^ r-o^ t�-o^ 2�-0�� a�-o�� s�-s^ �o�-0�� ��-o° 1'-6° s�-o^ a�-s�� s�-o�� �o�-o° at�-0�� 13�-�^
<br /> Zx4 minimum ,,. , • . . ' � .0 7 „ E7 E$ Less than 5� 560 t�-a, t�-a� 1�-0�� �,-a� 2,-0�� a�-s�� r-o�� 11�-0,� 2�-0�� 3'-6�� a�-o�� 6'-6�� a,-o�� ��,-o�� �2�-0�� ta�-s��
<br /> to�oist flange with 2� rows with 9y"and 11/ Less 3han 5"
<br /> s uash blocks � �� 360 t�_��� �,_��� ��_�„ ��_��� ��_��� Z�_��� 4�_0�� ��_��� ������ ��.��� ��_ „ ��.6,� 3�_p�� A'-6" 8'-0" 11'-6" 14���� �5����
<br /> q �' ` 8 d 0.1 3 1"x 2 y")r r a i l s a t 5' �- T J I� o i s t s. ,. 2 0^
<br /> 2 a �� � � 3 � Ga . WEBSTIFFENER/�TTACHMENT sso ��-o° r-a� ��-a� �'-o° ��-a� z�-o^ 4'-6�� s�-o° ���-s° ��-o° r-s° 3'-6�� s�-a� 7�-0�� to��° �a�-0� �a�-s^ �s�-o��
<br /> 1Y"T,3�Rim Board or �� on-center.When reinforcing E5 E6 .
<br /> CS Use 2x4 mfnimum squash blocks to � Face grain �- $'minimum
<br /> � 1Y"TimberStrand LSL. d` both sides,stagger nails. 23/"maximum �abte B - fntermediate or Cantilever Support
<br /> transferload around FJI�joist Nai1 with 1dd(0.131"x 3") horizontal E4 Not foP use with 3%" TJI�joist f/ange widths 1"
<br /> E1 E1W E2 E3 1 2'for T,11� � Nailing: Minimum distance from ed e of hole to inside face of nearest intermediate or cantilever su rt
<br /> �� nails, one each at top and O � y'
<br /> bottom flange. Option#1: 560,560D) See sizes below. �oisT T��� ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE
<br /> EXTERIOR DECK ATTACHMENT App/y subfloor TJl�joist blocking with end � DEPTH y�� 3" 4" 5" �" 7" 8�" �9" 13" 2" 3" 4" 5" �" 7" 8�" 11" 13"
<br /> blocks installed at oist-s an Web stiffener both sides.
<br /> 8dhesive t0 aU �� P See sizes below. 'With point load from above,and no support ��o z�-o^ r-s° s�-s�� a�-s�� ��-s^ r-s° z�-s�� 3'-6° s�-s° 6'-6��
<br /> Flush bearing plate required. Structural exterior sheathin locations using 2�o z�-o^ 2�-s° 3'-6° 5�-a� s�-o° z�-a� s�-o^ ��-o^ s�-s° ��-s°
<br /> Hanger height must � �� g contact surfaces „ � below,install web stit�ener tigM to top ffange 9y"
<br /> Double TJi Joist Fiiler Block: Hanqer Backer Block: InstaU tight Maximum Y overhang � two Sd(Q.113"x 2 J/z) � Tight fit a at bottom flan e zao 2'-s" a�-o�� a�-o° 5'-6�� s�-s�� 2�-0�� 3'-6�� 4'-6�� s�- ° z�-s°
<br /> be a mrnimum of 60'� Flashing � p g � 360 3'-0" 4'-0" 5'-5' 6'-6" 9'-0" 3'-0" 4'-6" 5'-G' 7'-6" 8'-0"
<br /> Attar,h per the table.Clinch to top flange(tight to bottom permitted at beam. nails or
<br /> ofjoistdepth � n „ Nailing Requirerr�ents sso 3'-6�� s�-o° s�-o° 7�-s° �o�-a� a�-o�� 5�-s° 6'-6° s�o° s�o��
<br /> II nails when possible. , ffange with face mount hangers). �pa 2y screws, Depth Minimum Web
<br /> Treated�c_ w TJI�Joist Series Number Nails ��o ��-o° ��-o^ �-s° �-s° a�-o�� a�-s�� a�-s° r-o^ r-s^ �-s° a�-o�� ��-o^ ��-o�� s�-s��
<br /> � • Ciinch nails when possible. ; led er � 3�°�S a�-� typical (in.) Stiffener Size Type 2�0 ��-o° ��-o^ z�-o�� s�-a� a�-s° a�-a� s�-o�� r- �� z�-o° s�-o�� 4'-6�� a�-o�� s�-o�� �o�-o��
<br /> 9 '� � End tntermediate
<br /> n � I� See fastener $ 110 All %"x 2%s'�", ���L~ 2so r�o" 2,_0�� z�_6�� 3�-s�� 5,�0° 5�_6�� �a�-0" ��_o�� 2�-6�� 3��6�� 5�_0�� a��6,� 9�_0�� �a�-�"
<br /> �� �� 1Y"TJ�Rim Board or aso r� �� 3�_0,� 4�_0° e�_6�� 7�_0" 7�_6�� ���-a� ,_a� 3,,6�� 5�_a� ��_o�� 9��6,� 9�_6�� ��, ��
<br /> table below. Maintain , 2�� A�) ���X 2�6����r � 560 4'-6" 3'-0" 4'-6" 5'-6" 8'-0" 8'-6" 12'-0" 3'-0" 4'-6" 6'-0" 8'-0" 10'-6" 11'-0" 72'-0"
<br /> , . .., ,.
<br /> ' . �•.:"
<br /> Top mount . � ' ,� • . 1ya'TimberStrand�' •
<br /> - 2,�distance(minimum)from � LSL. � Option#2: 230&360 All ���X 2�s�,,, (0.113��X 2y��� 3 3 ��o r_o�� ��_Q° ���o�� ��_fl�� 2�_a, 2��6�� 4�-s" 8�_��� ��_o�� ��-o�� ��_o�� 2��6�� s�_o„ 6,�0„ 9�.0,� �z,-0��
<br /> hanger ;; '; f; edge of ledger to fastener. �c_strapping installed at y �� 2�o r-o° t'-a� �+-o° t'-a� 2�-s° s�-o�� a�-s° 9'-6° ��-o�� ��-a� z�-o�� 3'-6^ s�-o° 7�-0° �o�-o�� �a�-o° ,
<br /> Backer block joist-span locations using two 560 All �c4`2' „
<br /> 14" 230 1,_0�� ��_Q�� ��.��� Z�_��� 3�_6„ 4�_p�� 6�_p,� ������ ��_Q�� ��.��� Z�_6�� 4�p�� 6�_6�� ��_6�� .��,��� 13����
<br /> Face mount Allowable Load tbs (0.135 x 3}�2') aso ��-o^ r-o° z�-o�� �-s° 5�-s° s�-o° a�-s° �z�-s° r-o° z�-o�� a�-o�� 5'-6�� s�-o° �o� ° ia�-o° �a�-o°
<br /> both sides of web 2�"screws per joist,typical
<br /> hanger � Fastener 1y"TimbefStrandC� 1}�"TJB Rim Board 18�� 4 4 560 1'-0" t'-0" 1'-6" 3'-6" 5`-6" 6'-6" 9'-6" 13�-6" 1�-a' 3'-0�� 5'-0" 7'-0" 10'-0" 11'-0�� 13'�&" 15'-0"
<br /> with single TJI JOISt L$L fh71 boerd 2Q" m �� 5 5 210 T'-0" 1'-0" 1'-0" 1'-0" t'-0" t'-0" 3'-6" 6'-0" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0"
<br /> Option#3: 560D �„ �4 0.135"x 3
<br /> Web stiffeners required if sides of � z"Iag bott 610 480 Directly applied ceiling 22" t yz") 6 11 �s.. zso ��-o° ��-o° r-o° ��-a� 1�-s�� z�-o^ a�-o° 6'-6^ �r-o�� t�-o�� ��-o�� r-o�� 2�-s�� 5�-a� s�-o�� io�-��� 13� ^ �s�-s��
<br /> With top mount hangers, backer block required only ��3� 360 1'-0" 1'-0" 1'-0" 1'•0" 3'-0" 4'-0" 6'-6" 10'-0" 13'�" t'-0" 1'-0" 2'-0" 4'-0" 7'-6" 8'-6" 13'-0" 14'-&" 17'-0"
<br /> H1 hanger do not laterally support at HZ H3 . . . • 24' 6 13
<br /> O g , �. � for downward loads exceeding 250 Ibs or for uplift • Corroswn-resistant fasteners required for wet-service applications. PB1 When s ecified on the la out one of �N 560 1'-0" 1'-0�� 1'-0'� 1'-0" 2'-6" 3'-6" 7'-0" 11'-0" 15'-0" 1'-o" t'-0'� 3'-6" 5�-6" 9'-0" 10'-0'" 14'-6" 16'-0" 18'-0"
<br /> least/'of TJi �oist top flange �,q • O A Y � � (1} PS1 or PS2 sheathing,face grain vertical
<br /> conditions. For nailing requirements see page 5,T,l- O the bracing options above is required (2)Construction grade or better a^ s^ s�� ��� a� 14�� �z�� �s�� ��^ a^ s^ s�� �^ s�� �o^ �2^ 15•� �r�
<br /> 9001, WeyerhaeuserinstaUation GuideforAoorand ' (3)Web stiffeners are always required for 22"and 24"TJ} �560D Joists �$„ aso ��-o° r-o° r-o° r-s^ s�-o^ s�-o° s�-o�� t5�-o° ��-o�� r-s° a�-o° s�-s�� s�-a�� �a�-s^ 16�-�° ts�-s°
<br /> Roof Framing,TJ-900?. seo r_a�� ��-o�� ��_a� ���a�� 2�_0" s�-o�� �o,-o�� as�-�� ��_o�� s�-s° s�-o^ a�-s^ 11�-s^ �s�-s�� tis�-a� za�-o��
<br /> FASTENING of FLOOR PANELS Zo„ aso i�-a° r-o° ��-a� r-o� ��-o° s�-o° s�-o�� �r-o�� �e�-s�� r-a� ��- �� r-s�� a�-o� ��-a� 7r-s�� �s�-s�� �s�-o�� 2��-0��
<br /> B EAM D E TA I LS Guidefines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SI��S 5so 1'-0" 1'-0" t'-0" 1'-0' 1'-0" 1'-6" 5'-G' 12'-0" 16'-0' t'-0° 1'-�" 3'-0" 6'-0' S'-6° 14'-0" 17`-6' 19'-6" 20�-&��
<br /> TJI�t�)t21 Rim Bo�rd ���� TJI�Joists 110 210 230 or 360 560 RectangWarholes based on measuremeni oflongest side.
<br /> BEARING FOR DOOR BEAM T(7 BEAM BEARWG AT Nail Size 110,210, 360 and � TimberStrando LSL Microltamo Parallamo De � g�^or ,14�� 9y2"or 74��o� 9yz"or 14"or 18"or 7 14"or 18"or • Leavey"of web(minimum)at top and bottom of hole. DO NOT cut joist flanges.
<br /> 1Ys"TJ 1Y"
<br /> OR WINDOW HEADEF� and 23� 560 im Board TimberStrando LSL or wider LVL PSL p 11%" 11%" 16" 17%" �6" 20" ����� 15" 20" • Tables are based on uniform load tables in currerit desi n literature.
<br /> BEARING AT WALL CONNECTION CONCRETE WALL � � �g
<br /> 8d(0.113'•x 2�„) 8d{0.131"x 2}i„) 4" 3" 6„ 4" 3" 3" 3" Filler B[ock(+t 2x6+�a� 2x8+�" 2x6+y" 2x8+Jt" 2x12+j�" Two Two Two �
<br /> Zx6 2x8 For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located
<br /> 1y"TJ�Rim Board or Strap per code if top plate 3 (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 Zx12 �
<br /> . 90d(0.148"x 3"),12d(0.148"x 3y") 4"�1 4"t3) 6" 4" 4" 4" 4" at the cer�ter of the joist span provided that no other holes occur in the joist
<br /> 1ya"TimberStrand� LSL is not continuousover Cantilever 2x6 2x10 2x6+�" 2x10+%" Zx6+y" 2x10+�"
<br /> or blocking for lateral header ` •� 16d{0.162"x 3y") 6" 6" 16"t51 6"t41 6"(41 $" 6�� Filler 4'-0" 6'•0" sheathing sheathing sheathing sheathing Not Not applicabla
<br /> su ort (1)Sta er nails�a�hen using 4"on-cer�ter s cin and maintain 1 oist and panet ed e distance.One row of fasteners is rmitted(two at abuttin applicable A LLOWA►B LE H OLES - H ea de rs a n d Beams
<br /> pp , '. , gg pa g �"j g pe g (Detail E4) long iong 4'-0"long 6'-0"Iong 4'-0"long 6'-0"long
<br /> panel edges)for diaphragms.Fastener spacing for TJI�joists in diaphragm applications cannot be tess than shown in table.When fastener spacing for gacker Block H� �.55E Tim berStrand� LSL Headers and Beams
<br /> Strap per code if top •• blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI �joists.
<br /> plate is not cotltinuous ' (2)For non-diaphragm applications,muttiple rows of fasteners are permitted'rf the rows are offset at least'/i'and staggered. (Detail F1 �"or�4' �"or�/" %"or 1"Net 2x6 2x8 2x12
<br /> or N2) 2 x diameter of the
<br /> over column . (3)With 10d(0.148"x 1 Yx")nails,spacing can be reduced to 3"on-center for light gauge steel straps.
<br /> TO fllOUl'$ • (1)It necessary increase fiper and backer b(ock height for face mount hangers and marntain/a"gap af toP of joist;see detarl W.Filler and largest hole(minimum)
<br /> P (4j Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 �"(to avoid splitting). backerb/ock dimensions should accomodate required nailmg wifhout splitdng{92"minrmum fw backer blocks and 24"mrnimum forfiNerblocks).
<br /> hanger ' ` (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 �°(to avoid splitting). }�3 depth Allowed hole zone
<br /> i, Protect untreated
<br /> Column Face mount ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on enyineered drawings supersede
<br /> ' hanger wood from direct recommendations listed above.
<br /> contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide forFlow i O O �
<br /> concrete andRoofFraming�T.I-90O�. L_ _______________ J
<br /> O o � o 0 0 0 0 1.55 E TimberStrand�LSL
<br /> L1 L2 L3 See current Weyerhaeuser L4 ■Nailing rows must be offset at least�"and staggered.
<br /> lifierature for framing connectors ■14 ga.staples may be substftuted for 8d(0.113"x 2 y")nails if minimum penetration of 1"into the TJI�joist or rim board is achieved. Header or$eam Maximum Round
<br /> � Joists must be laterally supported at --- - -�-----
<br /> ■Maximum nail spacing for TJI joists is 18"on-center. Depth Hale size
<br /> cantilever and end bearings by blocking gY4'-g}/�„ 3"
<br /> Muttiple-Member Connections for Top-Loaded Beams pa�eis, hangers,or directattachmentto .
<br /> Fastener Installation Requirements TJI�joist framing does not a rim board or rim joist. $ 114"-16"/ 4�°
<br /> Piece #of Fasce�er require bridging or mid-span �� G@ileCal NOt@S see i��ustration for auowed hote zone
<br /> Width Plies Type"' Min. Length #Rows O.C. Spacing Location When fasteners are required on both bloeking . A�lowed hole zone suitable for headers and beams with
<br /> sldes,sta er fasteners on the second uniform andtor concentrated loads anywhere along the member .
<br /> BEARING AT 1dd nails 3" 3�2� g9 ___ • Round ho(esonly
<br /> 12" side So they fall halfway between . No holes in headers or beams in plank orientation.
<br /> COLUMN 2 12d-16d nails 3y" 2�2� One side fasteners on the first side.
<br /> � s�r�Ws a/��or 3y^ z 2a�� Hz 4ther Trus Joist� Headers and Beams 0 �' o
<br /> w
<br /> ' 10d nails 3" 3�z� DO NOT bevel cutjoist A1
<br /> . 12" Both sides Rim board joint � � N
<br /> beyond inside iace of tiv�l, Microllam� LVL B � p CO
<br /> . 3 12d-16d nails 3 y4' 2«� : ' E� between joists DO NOT overhang seat cuts 9.3E Timberstrand� and Parallam�PSL � � � �
<br /> 3 33 or 3y" BotF�sides
<br /> on beams beyond the inside I.SL hole zone hole zone 2 x diameter of the y de th
<br /> �� Scrpws � 5 2 24 pne side ' Load must be applied evenly across • � lar est hole minimum
<br /> face ofsupportmember. 9 t � p U � p Q
<br /> entire beam width. Otherwise,use DO NOT cu�notch or drill �
<br /> 1/erify column capacity c3, �2, • � connections for side-loaded beams. ' � , � '�. - es;n headers orbeams -C � '
<br /> and beam bearin 10d i�ails 3" 3 1z, One side . ______ _____ _ � z �
<br /> L5 len th.See current 12d-16d nails�'� 3}�4' 2�Z' �� p y� • � d b �_______ ______� o o ho� � � �
<br /> g r � � except as indicated in •
<br /> O g 4 . _ lllustrations and tables. 0
<br /> We erhaeuser literature. 5"or 6" Both sides
<br /> 0 0 0 ,,� O � � �
<br /> y Scrpws 2 24�� Multiple pieces can be nailed or bolted together to ' � CS ^ H > �
<br /> 6%4� One side �6 form a header or beam of the required size,up to a TJI�rim joist Microllam� LVL and Other Trus Joist�Beams � � M '��''j
<br /> 5"Of 5' BOth sides � maximum widfh of T' . 1 Y"T J�Rim Buar d or Parallam�PSL Header or Beam Maximum Round (� E('�
<br /> 2 Scrnws 6�4„ 2 24 One side O L3 1Y"TimtaerStrand� LSL. a'mddey spane_ �n Hol1 Size �
<br /> 3y„ • ' . 3
<br /> ,. Y"r�oits a° 2 2a° - • �
<br /> � �„ ��„
<br /> (1) 10d nails are 0.12£�"diameter; 12d-16d nails are 0.1�48"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPrM L1 d 1.3E TimberStrand� LSL allowed ho(e zone d 7}�4�_20'� 2��
<br /> C C7 L U M N D E TA I LS (2)An additional row caf nails is required with depths of 14"or greater. $� Z
<br /> H1 See illustration for Allowed Hole Zone
<br /> (3)When connecting�4-ply members, nail each ply to the othe�and offset nail rows by 2"from the rows in the ply below. Gellefal NOt2S
<br /> �
<br /> B2 • Allowed hoie zone suitabfe for headers and beams with uniform loads only. 9
<br /> BEAM ON
<br /> COLUMN CAP 11�AILING AT BEARING (FLOOR) �� B3 + Round holesonly O
<br /> • No holes in cantilevers. S„
<br /> � TJI�Joist to Bearing Plate 5quash Blocks to TJI�Joist
<br /> • No holes in headers or beams in plank orientation. a'
<br /> 1y"TJ�Rim Board or {Load bearing wall above) '
<br /> ' �'� ��-. 1�"TimberStrand� LSL. One 10d(0.128"x 3") Joist may be shifted up to 3"if P Use B1 or B2 at '
<br /> , ; floor panel edge is supported O gq intermediate bearings WA RN� ��
<br /> One 8d (0.113"x 2y") nail into each flange and span rating is not exceeded. Wlth IOad b@aCl17g Of Joists are unstable until braced Iaterally
<br /> nail each side.Drive Do not cut joist flanges.
<br /> nails at an angle at br1C@d/ShB1t`w111 Bracing/ncludes;
<br /> P1 least 1y2'i`rom end. Plumbing Drop f1'017t abOV@ • eio�km • .
<br /> O End of joists 9 Sheathing SKut Lines
<br /> at centerline � • Hangers • Rim Board • Rim�oist
<br /> u 3y"minimum � A/so see det�l B2 of support L2 ���" -�'���
<br /> COLUMN BASE 1%"minimum end bearing intermediate bearing '�" 1' ,�/" ,_�a____
<br /> single-fami►y applications 5y"may be required � 1 �- �
<br /> for maximum H'�
<br /> � Si�ear transfer:Connecfions uiv�ent � �
<br /> � �.��-
<br /> � �1 capacity o O � ��
<br /> � to floor panel nailing schedule . � � tv t� �
<br /> � �' �� Rim to TJI�Joist ° / d � DO NOT wa/k on joists DO NOT walk on joists DO NOT stack building
<br /> . ,::•..
<br /> !•.: ; , ° f until braced, that are tying flat. mater�als on unsheathed
<br /> .;'`.t,.;.-.:;,;; 1Y' TJ�Rim 8oard, TJI�560 rim Joist: Toe Additiona(joist is required if � � � •
<br /> 1Y"i'imberStrand� LSL or nail with 10d (0.128"x 3") floor panel edge is unsupported �4 • � . a . � � ' ��� INJURY MAY RESULT. joists.Sfack only over
<br /> TJI�110 riim joist: nails,one each side of or if s an ratin is exceeded. O •"' °a -• "- --'�� Ext�PIOC DeCk WARN/NG NOTES: ,beams or wal/s.
<br /> P� One 10d(0.131"x 3")nail TJI�joist flar�ge TJ1�560 p g < .. :, , � o LA DO NOT usesarvn Lack of proper bracing during construction can result in serious
<br /> into each flange floor�o�st Attachment /umberforrim accidents,Observe the followin uidelines:
<br /> Structural g g
<br /> TJI�210,230,and 36�rim lNSTALLATION TIPS ' ; O board orb/ockirrg, 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI �joists must be completely installed and properly nailed. �
<br /> sheathing asitma shrink
<br /> ELEVATED joist: O Y 2.Lateriat strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be ,
<br /> COLU MN BASE � One 16d 0.135"x 3 " nail •Subfloor adhesive will improve floor performance,but o alterinsta//ation, accom Iished b a tem ora or ermanent deck sheathin fastened to the first 4 feet of'oists at the end of the ba .
<br /> { �) P Y p �Y P � 9) 1 Y
<br /> 1%"minimum bearing jnto each fl�nge may not be fequired. Use on/y 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each
<br /> Top Vfew ate� -�,
<br /> Lo�ate rim board joint between joisfs. ° Safety bracing(1 x4 engineered lumber, joist.Without this bracing,buckling sideways or rollover is highly probable under light construcYfon loads-such as a
<br /> •Squash blocks and blocking panels carry stacked Protect untreated wood a minimum}at 8'on-center(6' worker or one layer of unnailed sheathing. 3�4'2O 16
<br /> BEAM ATTACH MENT at BEARiNG vertical loads(details B1 and 62).Paoking out the web from direct contact with See ALLOWABLE on-center for TJI�110 joists)and 4.Sheathing must be completely attached to each TJf�joist before additional loads can be placed on the system. �o��_��
<br /> ' of a TJI�joist(with web stiffeners)is not a substitute concrete 1y"knockouts ° N3 HOLES 2Xte�ded t0 a bt'aCBd eqd Wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges.
<br /> „ ,, - • 6.The flanges must remain straight within 1J2"from true atignment. �
<br /> �'.,:�._ �:...:=r::..
<br /> 1Y"TJ�Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with
<br /> ' � � 1�"TimberStrand� LSL. 12"on-center finro 8d (0.113"x 2y2')nails minimum Warning: Drilling,sawing,sanding or machining woad products generates wood dust.The paint and/or coating on this
<br /> - �'. '"_ ''�'' •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California
<br /> partitions,space joists apart the widti�of the wall for � �+ Bearing plate to be to cause cancer. For more information on Proposition 65,visit w .com/inform.
<br /> Optionat plumbing or HVAC.
<br /> P3 r flush with inside face
<br /> non-shrink See framing plan(if applicable)or ��T'�`�N�
<br /> Drive nails at an of wai(or beam
<br /> grout One 10d (0.128"x 3")nail each angle to minimize �eyerhaeuser Instaltafion Guide forFloor �Additional joist at plumbing drop(see detail). �N�� „ ,Weyerhaeuser, Microllam, Parallam,TimberStrand,TJf ,TJ,and Trus Joist are registered trademarks o f � � il
<br /> side of inember at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum .r ��e erhaeus�r Weyerhaeuser NR. OO 2014 Weyerhaeuser NR Company. All rights reserved. �
<br /> 1y"minimum frorn end end and intermediate bearing lengths. ENGINE�RED WOOD PRODUCTS � Cartrtied Sourcinp
<br /> �����
<br /> � February 2014 Reorder TJ-4015
<br /> This sheet is intended as a supplement to the Weyerhaeuser Installation Guide forF/oorand Roof Fr�ming, TJ-90�1 , and the Deep Depth Trus.7oist TJIJoistlnstal/ation Guide, TJ-9�06, which should be referenced fior additional information.
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