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Solid Sawn Joisf Hangers
<br /> Adjustable °
<br /> 0
<br /> ti�� AEO� This product Is preferable to similar connectors because of
<br /> °? a)easier Installation,b)higher loads,c)lower installed cost, X
<br /> tu or a combination of these features. • .o. •O '
<br /> The THA series'extra long straps allow full code nailing and
<br /> can be field-formed to give top flange hanger convenience.
<br /> Designed for 42 floor trusses and 4x beams,the THAR/1_422 has a
<br /> standard skew of 45°.Straps must be bent for top flange hanger installation.
<br /> PAN nailing helps eliminate splitting of 42 truss bottom chords.
<br /> MATERIAL:See table FINISH:Galvanized.Some products available in H
<br /> ZMAX°coating;see Corrosion Information,pages 13-15.
<br /> INSTALLATION:•Use all specified fasteners.See General Notes. a' c Typical THA Top flange
<br /> The following installation methods may he used: Installation
<br /> •Top Flange Installation—The straps must be field formed over the
<br /> header-see table for minimum top flange requirements.Install top
<br /> and face nails according to the table,Top nails shall not be within'/;
<br /> from the edge of the top flange members. rr
<br /> For the THA29,nails used for joist attachment must be driven at an THA418 THA29
<br /> Y r y
<br /> angle so that they penetrate through the corner of the joist and into
<br /> the header.For all other top flange installations,straighten the
<br /> double shear nailing tabs and install the nails straight Into the joist. Attachment Top nails per table Face nails
<br /> •Face Mount instal ation—Install all face nails according to the table. of nailer per per table r c
<br /> Not all nail holes will be filled on all models.On models where there Des;, (mromedgein./4
<br /> ) Typical THA29
<br /> n y
<br /> are more nail holes than required,the lowest 4 face holes must be ;• z �
<br /> tilled.Nails used for the joist attachment must be driven at an angle Face Mount Installation
<br /> so that they penetrate through the corner of the joist into the header.
<br /> •Alternate Installation The THA 4x hangers may be installed in a ; sro, CID
<br /> top flange configuration using the tabulated fasteners for face mount 'Y r THAN22 y
<br /> installation and achieve the face mount installation loads.Install the
<br /> tabulated face nails into the face and top of the carrying member.Nails =
<br /> used for the joist attachment must be driven at an angle so that they
<br /> penetrate through the corner of the joist into the header.
<br /> •Uplift—Lowest face nails must be filled to achieve uplift loads. Straighten the double
<br /> OPTIONS:•THA hangers available with the header flanges turned in for 35/a" shear nailing tabs and install
<br /> (except THA413)and larger,with no load reduction-order THAC hanger. nails straight into the joist
<br /> CODES:See page 12 for Code Reference Key Chart. j Typical THA Top
<br /> Flange Installation
<br /> o Double Shear Dome Double Shear I on a Nailerfif
<br /> DoubleNailing Side View Nailing Side View (except TH429) r ,
<br /> Shear Do not bend tab (available on
<br /> Nailing unless otherwise some models) 1,,mrTHAc4z2 ° r
<br /> Top View
<br /> .• noted2h•rorTHA422.2 /
<br /> U.S.Patent 5,603 580
<br /> THAC422 THAR/1-422
<br /> These products are available with additional corrosion protection.Additional products on this page may also be available with this option,check with Simpson Strong-Tie for details.
<br /> Dimensions , Fasteners' OF/SP Allowable Loads SPF/HF Allowable Loads
<br /> Minimum Mm. Min.
<br /> Model Carrying Carried , - , Code
<br /> Carried No Ga W H C Tap Header Member Memhcr Uplift Floor Snow Roof Uplift Floor Snow Roof Rei.
<br /> Member Flange Depth To Face Strai ht Slant (160) (100) (ii5) (125) (160) (100) (115) (125)
<br /> TOP FLANGE INSTALLATION
<br /> W 2X4 THA29 18 1% 9"A6 1 51A 2Ms — 4-10d 4-10d — 4-10d 560 2260 2310 2350 480 1740 11785 11815
<br /> �`— 2x6 THA213 18 is/s 13M. 5% 1'h — 4-10d 2-10d 4-10dx1'h — — 1615 1615 1615 — 1280 1280 1280
<br /> a 2x6 THA218 18 11/4 172/4 5'/a 2 — 4-10d 2-10d 4-10dxl12 — 1615 1615 1615 — 1280 1280 1280
<br /> z 2 200 THA218-2 16 3%a 17"A6 8 2 — 4-16d 2-16d 6-1 Off — 2245 2245 2245- — 1935 1935 1935 18,F7,
<br /> 'z
<br /> (2)2x10 THA222-2 16 3Ya 22'Ac 8 2 — 4-16d 2-16d 6-10d — — 2245 2245 2245 1935 1935 1935 L15
<br /> 46 THA413 18 35% 135/,4 4% 1'/z — 4-10d 2-1Od 4-10d — — 1615 1615 1615 — 1280 1280 1280
<br /> 410 THA418 16 35% 17'/° 7% 2 — 4-16d 2-16d 6-10d — — 2245 2245 2245 — 1935 1935 1935
<br /> 4X 10. %
<br /> 4x10 THA426 14 355/s 26 7%a 2 — 4-16d 4-16d 6-16d — — 2435 2435 2435 2095 2095 2095 F23
<br /> 0 4x10 THAR/1-422 16 35/8221/s 6 2Y, — 4-10d 210d 1-10d 210dx1'h ;—': 10901 10904 70904 — 915° 915° 9154
<br /> I8,F7,1-15
<br /> 4x10 THAR/1_42216 35/ 225/8 8 2'h — 4-10d 8-10d 1-10d 2-10dx1'h 310 1675 1675 1675 260 1405 1405 1405
<br /> (2)4x10 THA422-2 14 7'/. 22"/4 93% 2 — 4-16d 4-16d 6-16d — — 3330 3330 3330 — 2865 2865 2865
<br /> h 2 4x10 THA426-2 14 7'/ 26'/6 9'/ 2 416d 4-16d 616d 3330 3330 3330 170
<br /> 2865 2865 2865
<br /> d
<br /> ��— FACE MOUNT INSTALLATION
<br /> 2x4 THA29 18 15/s 19"As 5'% — 9"As — 16-10d I — 4-10d 1 560 2125 2310 2350 480 1740 1785 1815
<br /> 2x6 THA213 18 11/e131/6 5'h — 13%6 — 14-10d I — 4-10d 1170 1946 2001)12,030 780 1385 1425 1450
<br /> 2x6 THA218 18 15/4 17'/6 5'12 — 1TSis — 18-10d — 4-10d 1170 1910 2000 2030 780 1385 1425 1450
<br /> (2)2x10 THA218-2 16 3'/s 17"A5 8 — 14'/,s — 22-16d — 6-16d 1855 3695 3695 3695 1595 3185 3185 3185 18,F7,
<br /> (2)2x10 THA222-2 16 3'/s 223/6 8 — 14'A4 — 22-16d — 6-i6d 1855 3695 3695 3695 1595 3185 3185 3185 L15
<br /> 46 THA413 18 3%s 13/16 4'h — 133/ — 14-10d 4-10d 1170 1940 2235 2400 780 1660 1910 2075
<br /> 410 THA418 16 3% 1 P 7'% — 14'/6 — 22-16d — 6-i6d 1855 3695 3695 3695 1595 3185 3185 3185
<br /> 4x10 THA422 16 35/ 22 7V., — 14'/6 — 22-16d — 6-16d 1855 3695 3695 36951 1595 13185 1 3185 3185
<br /> 410 THA426 14 3'/s 26 7%a — 161/6 — 30-16d — 6-16d 1855 4550 4550 4550 1595 3915 3915 3915 F23
<br /> 2 410 THA422-2 14 7'/° 22'Yr, 93/° — 16'/16 =_30-16d — I 6-i6d 1 1855 15160 15520 5520 1595 4440 4745 4745 170
<br /> 2 400 THA426-2 14 7'/ 26'/,e 9'/ — 1 18 1 — 38-16d — I 6-16d 1 1855 15520 1 5520 55201 1595 14440 14745 14745
<br /> 1.i6d sinkers may be used to replace 16d commons at 0.85 of table load. 5.For top flange installation on a nailer(see detail above),install joist nails straight by bending
<br /> 2.Uplift has been increased for wind or earthquake loading with no the double shear tabs.
<br /> further increase allowed;reduce where other loads govern, 6.For single 2x and 3x nailers,the following THA hangers can be installed using 10dx1'h'top nails
<br /> 3.Roof loads are 125%of floor loads unless limited by other criteria. and 2-16d face nails with reduced allowable loads as noted:THA418/THA422*1415 Ibs.for DFL, ..
<br /> 4,THAR/1_422 with 4-10d top nails and 2-10d face nails:When the 1215 lbs.for SPF;THA426:2245 lbs.for DFL,1930 lbs.for SPF.
<br /> 7.Min.Top Flange refers to the minimum length of strap that must be field-formed over the header. i
<br /> hanger height is between 9'to 12",the allowable download is 8.NAILS:16d=0.162'dia.x 3v,"long,t 6dx2%=0.162'dia.x 2'/d'long,1 od=0.148"dia.x 3'long,
<br /> 1440 lbs.for DFL and 1210 lbs.for SPF,No further increase allowed, I0dxl'h=0.148"dia.x 1!/,'long.See pages 22-23 for other nail sizes and information.
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