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<br /> � This product rs nrelerable ta similai connecfors because o!al easisr ins�allation, � j
<br /> b)6igher lnads,c)lower irrstalled cosi,or a comtrinafion oJ fhese leatuns. 0 •m
<br /> Designed for 4x2 floor trusses and 4x beams,the THAR/L422 °�s '� '�y� ° .
<br /> has a standard skew of 45 degrees.Straps can be formed to give 0 � �. �'�
<br /> top flange hanger convenience.PAN nailing helps eliminate splitting ° ��
<br /> of 4x2 truss bottom chords. , o /
<br /> The THA series'extra long straps allow full code nailing and 0 �� •�
<br /> can be tieltl-formed to give top fiange hanger convenience. e �. j •
<br /> MATERIAL:See table. � /�6' " I .
<br /> FINISH:Galvanized.Some products availa6le in Z-MAX; � � � J � e 'rriacaiz {�'
<br /> see Corrosion-Resistance,page 5. y ��" � � T'ruazz-z I�
<br /> INSTALLATION:•Use all specified fasieners.See General Notes. ` � � �� � - r�aa2s-z
<br /> Two difierent installation methads may be used: � � p� �w�,���� � � %�, r
<br /> Maximum nailing-Install all face nails according to the table. d r �
<br /> Nails used for the joist attachment must be driven at an angle so �/,�. THq2g �� ``� THARIL422
<br /> that they penetrate through the corner of the joist into the header. �,i1�'"' THAC422
<br /> With singie 2x carrying members,use 10dx1�/z"naiis into the THA
<br /> carrying member,and 10d or 16d commons into the carried
<br /> member,and use 0.81 of the tabie value for 18 gauge,and 0.68
<br /> of the table value for 16 gauge. `�% � 4x Ndiler "r-.�N_'is
<br /> Minimum nailing for the THA29,the minimum nailing schetluie �����/� �,-���� __y
<br /> requires the use of joist tloubie shear nailing as detailed above, � � '�j'��� fy >- � `�
<br /> and that the strap be field-formed over the header a minimum of � `r�"" � � ��� �� i ,�/�j�,� �`y �, �-
<br /> 2�/".A minimum of four top and four face nails must be used. � n�, i r lli '
<br /> � 1� i I�� t�t z
<br /> For all models except the THA29,the minimum nailing schedule i�;���'k�� �2 � �r i��ji;�,� Face ��
<br /> �^� i iJails %/ �.
<br /> may be followed where double shear nailing is not possible, '� ' F> �� �,i l��i�I 9
<br /> provided the strap is field-formed over the top of the header a ��;� � � �r 11�;� , ,; �
<br /> minimum of 1�/2 for the THA213 and THA413,and 2"for all F''�� ' �+ '�� i�t� ,�� d�� _
<br /> 1���11� � (� pIJ P,;���� t11� �'1" �
<br /> others,and a minimum of four top and two face nails are used. �' i�'�,� %�X � ����� �''�� ' -
<br /> CODES:See page 10 for Code Listing Key Chart. � � �� �� 11�i t�,r,���
<br /> Typical TNA insiailation ������f���9titNa��s
<br /> Typical THA
<br /> Dome Double Shear Nailing Doubie Minimum Nailing Configuration on �
<br /> prevents tabs 6reaking off � Shear a 4x Nailer(except 7HA29)
<br /> ) lavaila6le on some models) Nailing Double Shear
<br /> ��',,, u.s.Patent 5,603,580 ,,,�� Side View Naiting Tup View
<br /> �'�J
<br /> r—........_ -- ---�---r--.—._. _.._____ �.
<br /> j � � Uoug Fir-Larch/Southern Pine' Spruce-Pine-Fir �
<br /> Dimensions fasteners a I a �
<br /> � Minimum � _ __.__ ____ Down Aliowable Lnads Alloarable Loads �
<br /> Madel � Code !
<br /> Carried No , Ga i Carrying i Carried A�9 ;�A��nZ Fiaor I Snow Roof UpliriZ� Fioor Snow Root Ref. '
<br /> Mem6er I W H C Member Member Ult �(�33& 100 ` (133& �
<br /> � � Top Pace � Siraight Slant ; 160} � � ) � (N51� (1251 I 160) (100) (115) (125) ,
<br /> U
<br /> MINiMUM NAIUNG—TOP FLANGE � `
<br /> _ _ -_ _ .
<br /> 2x4 THA29 18 lsi� 9"/,s 5Ya 4-10d 4-tOd — 4-10d 8167 750 2260 231d 2350 750_ 1740 1785 7815 � �
<br /> � 2x6 !THA213 18 � 15/a 135/,a, 5'h 4-10d 2-10d 4-10dx1'h l —_ 5343 I — i 1615 � 1615 1615 — 1280 1280 1280 j �
<br /> 2x6 �THA218 18 i�a 17�/�s 5Yz 4-10d 2-10d 4-10dx1'h� — 5343 I — 1615 � 1615 1615 — I 1280 128011280 I Z '
<br /> .....__—. .. _. _._ _ - -- _ o _ !
<br /> 2 2x10 THA218-2 + 16 3Ya 17��/�e 8 4-16d 2-16d 6-16dx2'/s — 5085 , 1635 1635 1635 1465 1465 1465 1,84, � � '
<br /> 2 2x10 THA222-2 i6 3'k 223/is 8 4-16d 2-16d 6-16dx2Yz — 5085 — 1635 1635 1635 — 1465 1465 1465 140 'j o ,
<br /> -._ ___
<br /> 4x6 !THA413 18 35/n 135/+a 4'/2 ,4-10d 2-10d 4-10d — 5343 ! — ; 1615 ! 1615; 1615 ; — 1280 1280'1280 � a
<br /> 4x10 THA418 16 35/a 17'h 7'/e 4-76d 2-16d 6-16d — 5085 — 1635 � 1635 r1635 — 1465 1465 1465 � `
<br /> �
<br /> 4x10 THA422 ' 16 3� 22 7'/s 4-16d 2-16d 6-16d — 5085 - 1635 , 1635 1635 — 1465 1465 1465 0 ' �'
<br /> ------ - --.. __._ ..1
<br /> 4x10 THAC418 � 16 3�/s 17'/x 7'/a 4-16d 2-16d 6-16d — 5085 —` 1635 1635 1635 — I1465 1465 1465 170 , : '
<br /> --- _
<br /> 4x2 truss THA426 ,14 35/a 26 T/s 4-16d� 4-16d ; 6-16d ; — 8720 — , 2425 ,2425; 2425 � •— ! 194d 1940 1940 �' .
<br /> _ _ _ _ .__ _� o -
<br /> MAXIMUM NAILlNG—ALL NAIL HOLES FILLED � o
<br /> 2x4 THA29 � 18 1g/a 9"/�e 5Ye — 16-10d__— 4-10d 8250 750 2125 2310 2350 750 1740T1785 1815 I �
<br /> 2x6 THA213 18 15/e 135/,e 5Yx — 14-10d — 4-10d 7983 930 1795 : 1840 1870 780 I 1385� 1425 j 1450 j 'g
<br /> _ __ _
<br /> 2x6 �THA218 � 18 � 1�/e 17�ie SYz — �18-10d — 4-i 0d 9120 I 930 1795 I 1840' 1870 ; 780 , 1385 1425 1450 i �
<br /> -- _ �----
<br /> 2 2x10 THA218-2 16 3Ye 17"/ie 8 — 16-16d — 6-16d 11500 1550 2 0 305D 3050 1355 2385 2740 2820 ��84� �: _
<br /> i THA413 18 3�i6 I 13/,e 4/z — 14-10d — 4-10d 7983� 930 � 1940 �2235 3650 1355 2705 2775 2820 �`�� � �
<br /> 2 2x10 THA222-2 16 3/s 22'/ie 8 — 22-16d� 6-16d 1306711550 3510 3595
<br /> 4x10 THA418 16 3/B 17/z T'h — 16-i6d — 6-t6d 11500 1550 2830 ;3 0 2400 � 780 1660 1910 2075 '� �'
<br /> 4x6 - 5 ' ---�--
<br /> -- -- — - - - — , ,
<br /> 5 � 3050 1355 2385 2740 2980 ;
<br /> 4x10 THA422 16 35/s 22 7'/e — 22-16d 6-16d 13067T1550 3630 409Q 4145 1355 3075 3145 3195 '
<br /> 4x10 THAC418 16 3$/e 17Yx 7'/s — 16-16d — 6-16d 11500 1550 2830 3050 3050 1355 '2385 2740 2980 ��� i
<br /> - - _—. .:
<br /> 4x2truss THA426 , 14 35/s 26 7'/s — 30-16d — , 6-16d 14836, 1715 i, 4020 !4625 4655 1355 �3480�4000 4030
<br /> FACTORY SKEW 45' �
<br /> 4x truss THARlL422 16 3� 225/e 8 4-10d 2-10d __1-10d 2-10dx1'/z 3887 � — 1090 1090�1090� 915 915 i 91 S 16� I � , "
<br /> 4xtruss THAR/L422 i6 35/e 225/e 8 4-10d 12-10d 1-10d 2-10dx1Yz 6337 I 310 1675 1675� 1675 260 1405 1405�1405
<br /> 1.16d sinkers may be used to replace 16d commons at 0.85 of table load. 3.Root loatls are 125%of floor loads unless limited by other criteria.
<br /> 2.Uplift has been increased 33°/o and 60%for earthquake or wind loading 4.THARlL422 with 4-10d top naiis and 2-t Od face nails:When the hanger height is between 9'to 12',
<br /> ;6 with no further increase allowed;reduce where oiher loads govern. the allowable download is 1440 Ibs for DFL and 1210 Ibs tor SPF.No further increase ailowed.
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