Comparison Guide - Delaware County Supply Company, Inc.

Transcription

2010 National Guide spreads
1/25/12
9:19 AM
Page 1
National
Comparison
Guide 56 Edition
th
CONNECT WITH
CONFIDENCE
www.USPconnectors.com
hangers,
angles
& straps
concrete
& masonry
connectors
holdowns
caps
& bases
rafter tiedowns
& plated truss
connectors
epoxies &
mechanical
anchors
1/25/12
9:19 AM
Page 2
USP Index
2
KGLS Glulam Saddle Hangers ..........................18
KGLT Glulam Beam Hangers ........................18-19
KHC Hinge Connectors ......................................21
KHCST Seismic Straps ......................................21
KHCSTR Seismic Straps ....................................21
KHGB Glulam Hangers ......................................23
KHGLB Laminated Beam Seats ........................23
KHGLS Glulam Saddle Hangers ........................24
KHGLT Glulam Beam Hangers ..........................24
KHHB Glulam Hangers ......................................26
KHL Heavy Angles ..............................................27
KHSA Connector Straps ....................................28
KHST Strap Ties ................................................28
KHW Top Flange Hangers ............................26, 37
KLCC Lally Column Caps ..................................44
KLEG Glulam Beam Hangers ............................45
KMEG Glulam Beam Hangers ............................50
KNS Protection Plate ..........................................54
KRPS Strap Ties ................................................58
KSA Connector Straps........................................58
KST Strap Ties ..............................................52, 59
KSTI Strap Ties ..................................................53
KVB Knee Braces ..............................................65
L Straps ..............................................................42
LBP Bearing Plates ............................................42
LBPS Bearing Plates ..........................................42
LFTA Light Floor Tie Anchor ........................20, 64
LH Straps ............................................................28
LL LumberLok Screws ........................................58
LPTA Lateral Plated Truss Anchor ......................47
LSSH Slope/Skew Hangers ..........................46-47
LSTA Strap Ties ..................................................46
LSTI Strap Ties ..................................................46
LTS Tension Ties ..........................................48, 59
LTTI Tension Ties ................................................48
LTW Twist Straps ................................................47
LUGT Girder Tiedown ........................................45
MBG Bridging ......................................................54
MP Framing Angles ............................................45
MPA Framing Angle ..............................................5
MP34 Framing Angle ............................................5
MPF Multi-Lateral Plate Ties ..............................47
MPH Masonry Hangers ................................ 67-68
MSH Strap Hangers ......................................61-62
MSHIF Strap Hangers ........................................62
MSTA Strap Ties ................................................52
MSTAM Strap Ties ..............................................53
MSTC Strap Ties ................................................53
MSTCB Strap Ties ..............................................53
MSTCM Strap Ties ..............................................53
MTW Twist Straps ........................................53, 64
MUGT Girder Tiedown ........................................50
MUS Slant Nail Joist Hangers ............................54
N Bridging......................................................47, 61
NA Nails ..............................................................54
NFM Masonry Hangers ......................................49
NOP Moisture Barrier Plates ..............................64
NP Mending Plates..............................................64
O Bridging ..........................................................47
Ornamental series ..............................................54
PA Post Anchors ..................................................5
PA Purlin Anchors ..............................................55
PAE Post Anchors ................................................6
PAHD Foundation Strap......................................55
PAI Purlin Anchors ..............................................55
PAU Post Anchors ................................................6
PB Post Caps......................................................45
PBES Post Caps ............................................6, 45
PBS Post Caps ....................................................6
PC Plywood Clips................................................57
PCM Post Caps ..................................................56
PHD Predeflected Holdowns ..............................22
PHG Panel Hangers......................................16, 23
PHM Top Flange Hangers..............................68-69
PHXU Top Flange Hangers ............7,19-21, 38-39,
43, 68-70
PL Protection Plate ............................................54
PRT Pipe Rail Tie ................................................56
PS Strap Ties ......................................................57
RBC Roof Boundary Clip ....................................57
RC Plywood Clips................................................57
RP Retro Plate ....................................................57
RS Coiled Strapping............................................12
RSPT Stud Plate Tie ................................13, 58-59
RT Rafter Ties ....................................................20
RTM Hurricane Connector ..................................28
RWB Wall Bracing ..............................................66
SBP Bearing Plates ............................................61
SCA Stair Angles ................................................61
SDJT Deck Joist Tie............................................12
SDPT Deck Post Ties..........................................12
SFP Speed Post ..................................................16
SKH Skewed 45° Hangers............................29, 60
SKHH Skewed 45° Hangers ..............................29
SMP Speed Mender ............................................16
SNP Skewed Nail Plate ......................................64
SPT / SPTH Stud Plate Ties ..............................59
STH Truss Brace & Spacer ................................64
ST Foundation Anchors ......................................49
ST Strap Ties ......................................................59
STAD Strap Tie Anchor Downs ....................46, 60
STC Scissors Truss Clips....................................61
STS Stud Shoes ..................................................59
SUH Joist Hangers........................................48, 65
SW Top Flange Hangers ....................................66
SWH Top Flange Hangers ..................................68
T Straps ..............................................................60
TA Foundation Straps ........................................55
TD Holdown ........................................................22
TDL Concrete Angles ............................................5
TD_S Holdowns ..................................................58
TDX Holdowns ....................................................22
TFI Top Mount Hangers ..............27, 43, 50-51, 68
TFL Top Mount Hangers ................................39-40
TH Straps ............................................................29
THD Face Mount Hangers ............................27, 30
THDH Face Mount Hangers ..........................25-26
THF Face Mount Hangers ......32-35, 41,51-52, 65
THO Top Mount Hangers ..7, 39-40, 43-44, 50-51,
............................................................................69
THR Threaded Rebar..........................................57
TMP Variable Pitch Connectors ..........................66
TMPH Variable Pitch Connectors........................66
TPP Mending Plates............................................52
TR Roof Truss Ties ......................................13, 60
TSX Truss Spacer ..............................................64
UMH Masonry Hangers ......................................49
UPHD Holdowns ..........................................22, 26
WAS Wet Post Anchors ......................................56
WB Wall Bracing ................................................66
WBC Wall Bracing ..............................................57
WBT Wall Bracing ..............................................65
WE Wet Post Anchors ........................................56
WG Concrete Form Wedge ................................66
WS Wood Screws ..............................................58
WT Wall Ties ........................................................8
ZC Blocking Supports..........................................70
1-800-328-5934 • www.USPconnectors.com
© Copyright 2012 USP Structural Connectors®
A3 Angle Clip ..................................................5, 16
AB Anchor Bolts ..................................................42
AC Angle Clips ....................................................42
B Corner Reinforcements......................................5
BD Bolt Down......................................................16
BL Corner Reinforcements ..................................5
BP Bearing Plates ................................................8
BPH Beam & Purlin Hangers ..7, 27, 38, 43-44, 50
C Post Caps ..........................................................8
CBE Column Bases ............................................44
CBSQ Column Bases............................................9
CMST/CMSTC Coiled Strapping ........................11
CPB Composite Post Bases ..............................12
CSH Concealed Stringer Hanger ........................45
D Post Anchors......................................................8
DBT Deck Tie Back ............................................13
DC1 Drywall Clip ................................................12
DSC4 Drag Strut Connector................................12
DTC Truss Anchor ..............................................23
EBG Elevated Post Base ....................................15
EPB Elevated Post Bases ..................................15
EPCM End Post Caps ........................................15
FC Fence Bracket ..............................................16
FHD Formed Seat Hanger ..................................56
FT Concrete Form Ties ......................................70
GHF Glulam Face Mount Hangers......................33
GT Girder Truss Hangers ..............................62-63
GTQ Girder Truss Hangers ................................63
HBPS Bearing Plates ............................................8
HC Hurricane/Seismic Anchor ............................17
HD / HDIF Face Mount Hangers ..30-35, 51-52, 65
HDO / HDOIF Top Mount Hangers 7, 26, 35-37, 42
HDQIF Face Mount Hangers ..............................35
HGA Hurricane Gusset Angle ......................16, 23
HGAM Hurricane Gusset Angle ..........................23
HH Header Hangers............................................26
HHC Hip/Jack Connector ....................................47
HHCP Hurricane/Seismic Anchor ........................31
HJC Hip/Jack Connector ..............................47, 63
HJHC Hip/Jack Connectors ................................53
HL Light Gauge Purlin Hangers ....................41-42
HLBH Beam Hangers........................ 19-21, 24-25
HPA Purlin Anchors ............................................28
HTA Truss Anchors ......................................23, 50
HTC Heavy Truss Clip ........................................29
HTT Tension Ties ................................................58
HTW Twist Straps..........................................29, 64
HTWM Twist Straps ......................................30, 54
HUGT Girder Tiedowns ......................................25
HUS Slant Nail Joist Hangers ......................34, 36
ICPL Protection Plates ........................................57
JA Joist Angles ..............................................5, 16
JDS Purlin Hangers ............................................56
JL Joist Hangers ................................................48
JLIF Joist Hangers ........................................30, 48
JPF Purlin Hangers ............................................56
JUS Slant Nail Joist Hangers..............................48
KCBQ Column Bases ..........................................9
KCCQ Column Caps........................................9-10
KCCQC Column Caps ........................................11
KCCQT Column Caps ........................................11
KECCQ End Column Caps ............................13-14
KECCQL End Column Caps ..............................14
KEG Glulam Beam Hangers ..............................15
KF Panel Hangers ..............................................16
KGB Glulam Hangers ........................................16
KGH Floor Girder Hangers..................................17
KGLB Laminated Beam Seats............................17
KGLBT Laminated Beam Seats ........................18
1/24/12
4:42 PM
Page 3
Index of Simpson Products
A Angle . . . . . . . . . . . . . . . . . . . . . .5
A34 Anchor . . . . . . . . . . . . . . . . . . .5
A35 Anchor . . . . . . . . . . . . . . . . . . .5
AB Post Base . . . . . . . . . . . . . . . . .5
ABA Post Base . . . . . . . . . . . . . . . .6
ABE Post Base . . . . . . . . . . . . . . . .6
ABU Post Base . . . . . . . . . . . . . . . .6
AC Post Cap . . . . . . . . . . . . . . . . . .6
ACE Post Cap . . . . . . . . . . . . . . . . .6
B Hanger . . . . . . . . . . . . . . . . . . . . .7
BA Hanger . . . . . . . . . . . . . . . . . . . .7
BC Base . . . . . . . . . . . . . . . . . . . . . .8
BC Cap . . . . . . . . . . . . . . . . . . . . . .8
BP Bearing Plate . . . . . . . . . . . . . . .8
BT Brick Tie . . . . . . . . . . . . . . . . . . .8
CB Column Base . . . . . . . . . . . . . . .9
CBSQ Column Base . . . . . . . . . . . .9
CC Column Cap . . . . . . . . . . . . .9-10
CCCQ Column Cap . . . . . . . . . . . .11
CCQ Column Cap . . . . . . . . . . . . .10
CCTQ Column Cap . . . . . . . . . . . .11
CMST Coiled Strap . . . . . . . . . . . .11
CMSTC Coiled Strap . . . . . . . . . . .11
CPS Composite Standoff . . . . . . . .12
CS Coiled Strap . . . . . . . . . . . . . . .12
DJTZ Deck Tie . . . . . . . . . . . . . . . .12
DPTZ Deck Tie . . . . . . . . . . . . . . .12
DS Drywall Stop . . . . . . . . . . . . . . .12
DSC Drag Strut Connector . . . . . .12
DSP Double Stud Plate . . . . . . . . .13
DTC Roof Truss Clip . . . . . . . . . . .13
DTT2 Deck Tension Tie . . . . . . . . .13
ECC Column Cap . . . . . . . . . . . . .13
ECCLQ Column Cap . . . . . . . . . . .14
ECCQ Column Cap . . . . . . . . . . . .14
ECCU Column Cap . . . . . . . . . . . .13
EG Hanger . . . . . . . . . . . . . . . . . . .15
EPB Post Base . . . . . . . . . . . . . . .15
EPC Post Cap . . . . . . . . . . . . . . . .15
F Hanger . . . . . . . . . . . . . . . . . . . .16
FB Fence Bracket . . . . . . . . . . . . .16
FC Framing Clip . . . . . . . . . . . . . . .16
FPBB44 E-Z Base . . . . . . . . . . . . .16
FPBM44E E-Z Mender . . . . . . . . .16
FPBS44 E-Z Spike . . . . . . . . . . . .16
GA Angle . . . . . . . . . . . . . . . . . . . .16
GB Hanger . . . . . . . . . . . . . . . . . . .16
GBC Gable Bracing . . . . . . . . . . . .17
GH Hanger . . . . . . . . . . . . . . . . . . .17
GLB Beam Seat . . . . . . . . . . . . . .17
GLBT Beam Seat . . . . . . . . . . . . .18
GLS Hanger . . . . . . . . . . . . . . . . . .18
GLT Hanger . . . . . . . . . . . . . . . . . .18
GLTV Hanger . . . . . . . . . . . . . . . . .19
H Hurricane Ties . . . . . . . . . . . . . .20
HB Hanger . . . . . . . . . . . . . . . .20-21
HCA Hinge Connector . . . . . . . . . .21
HCP Hip Corner Plate . . . . . . . . . .21
HCST Strap . . . . . . . . . . . . . . . . . .21
HCSTR Strap . . . . . . . . . . . . . . . . .21
HD Holdown . . . . . . . . . . . . . . . . . .22
HDB Holdown . . . . . . . . . . . . . . . .22
HDQ Holdown . . . . . . . . . . . . . . . .22
HDU Holdown . . . . . . . . . . . . . . . .22
HETA Truss Anchor . . . . . . . . . . . .23
HETAL Truss Anchor . . . . . . . . . . .23
HFN Hanger . . . . . . . . . . . . . . . . . .23
HGA Gusset Angle . . . . . . . . . . . . .23
HGAM Gusset Angle . . . . . . . . . . .23
HGB Hanger . . . . . . . . . . . . . . . . .23
HGLB Beam Seat . . . . . . . . . . . . .23
HGLS Hanger . . . . . . . . . . . . . . . .24
HGLT Hanger . . . . . . . . . . . . . . . .24
HGLTV Hanger . . . . . . . . . . . . .24-25
HGT Girder Tiedown . . . . . . . . . . .25
HGUS Hanger . . . . . . . . . . . . . .25-26
HH Hanger . . . . . . . . . . . . . . . . . . .26
HHB Hanger . . . . . . . . . . . . . . . . .26
HHDQ Holdown . . . . . . . . . . . . . . .26
HHUS Hanger . . . . . . . . . . . . . . . .27
HIT Hanger . . . . . . . . . . . . . . . . . .27
HL Heavy Angle . . . . . . . . . . . . . . .27
HL Strap Tie . . . . . . . . . . . . . . . . . .28
HM Hurricane Tie . . . . . . . . . . . . . .28
HPA Purlin Anchor . . . . . . . . . . . . .28
HS Hurricane Tie . . . . . . . . . . . . . .20
HSA Strap . . . . . . . . . . . . . . . . . . .28
HST Strap . . . . . . . . . . . . . . . . . . .28
HSUL Hanger . . . . . . . . . . . . . . . .29
HSUR Hanger . . . . . . . . . . . . . . . .29
HT Strap Tie . . . . . . . . . . . . . . . . . .29
HTC Heavy Truss Clip . . . . . . . . . .29
HTS Twist Strap . . . . . . . . . . . . . . .29
HSTM Twist Strap . . . . . . . . . . . . .30
HTT Tension Tie . . . . . . . . . . . . . . .30
HTU Hanger . . . . . . . . . . . . . . . . . .30
HU Hanger . . . . . . . . . . . . . . . .30-35
HUC Hanger . . . . . . . . . . . . . . .30-35
HUCQ Hanger . . . . . . . . . . . . . . . .35
HUCTF Hanger . . . . . . . . . . . . .36-37
HUS Hanger . . . . . . . . . . . . . . . . . .36
HUSC Concealed Hanger . . . . . . .36
HUSCTF Hanger . . . . . . . . . . . . . .36
HUSTF Hanger . . . . . . . . . . . . . . .36
HUTF Hanger . . . . . . . . . . . . . .36-37
HUITF Hanger . . . . . . . . . . . . . . . .35
HW Hanger . . . . . . . . . . . . . . . . . .37
HWI Hanger . . . . . . . . . . . . . . . . . .38
HWU Hanger . . . . . . . . . . . . . .38-39
ITS Hanger . . . . . . . . . . . . . . . . . . .39
ITT Hanger . . . . . . . . . . . . . . . . . . .40
IUS Hanger . . . . . . . . . . . . . . . . . .41
JB Hanger . . . . . . . . . . . . . . . . . . .41
L Angle . . . . . . . . . . . . . . . . . . . . . .42
L Strap Tie . . . . . . . . . . . . . . . . . . .42
LB Hanger . . . . . . . . . . . . . . . . . . .42
LBOLT Anchor Bolt . . . . . . . . . . . .42
LBP Bearing Plate . . . . . . . . . . . . .42
LBPS Bearing Plate . . . . . . . . . . . .42
LBV Hanger . . . . . . . . . . . . . . .43-44
LCB Column Base . . . . . . . . . . . . .44
LCC Lally Column Cap . . . . . . . . .44
LCE Post Cap . . . . . . . . . . . . . . . .45
LEG Hanger . . . . . . . . . . . . . . . . . .45
LGT Girder Tiedown . . . . . . . . . . .45
LPCZ Post Cap . . . . . . . . . . . . . . .45
LS Angle . . . . . . . . . . . . . . . . . . . .45
LSCZ Stringer Hanger . . . . . . . . . .45
LSSU Hanger . . . . . . . . . . . . . . . . .46
LSTA Strap Tie . . . . . . . . . . . . . . .46
LSTHD Holdown . . . . . . . . . . . . . .46
LSTI Strap Tie . . . . . . . . . . . . . . . .46
LSU Hanger . . . . . . . . . . . . . . . . . .47
LTA Truss Anchor . . . . . . . . . . . . .47
LTB Bridging . . . . . . . . . . . . . . . . .47
LTHJA Hanger . . . . . . . . . . . . . . . .47
LTP Framing Anchor . . . . . . . . . . .47
LTS Twist Strap . . . . . . . . . . . . . . .47
LTT Tension Tie . . . . . . . . . . . . . . .48
LTTI Tension Tie . . . . . . . . . . . . . .48
LU Hanger . . . . . . . . . . . . . . . . . . .48
LUCZ Hanger . . . . . . . . . . . . . . . . .48
LUS Hanger . . . . . . . . . . . . . . . . . .48
MAB Mudsill Anchor . . . . . . . . . . .49
MBHA Masonry Hanger . . . . . . . .49
MBHU Masonry Beam Hanger . . .49
MEG Hanger . . . . . . . . . . . . . . . . .50
META Truss Anchor . . . . . . . . . . . .50
MGT Girder Tiedown . . . . . . . . . . .50
MIT Hanger . . . . . . . . . . . . . . . .50-51
MIU Hanger . . . . . . . . . . . . . . .51-52
MP Mending Plate . . . . . . . . . . . . .52
MST Strap Tie . . . . . . . . . . . . . . . .52
MSTA Strap Tie . . . . . . . . . . . . . . .52
MSTAM Strap Tie . . . . . . . . . . . . . .53
MSTC Strap Tie . . . . . . . . . . . . . . .53
MSTCB Strap Tie . . . . . . . . . . . . . .53
MSTCM Strap Tie . . . . . . . . . . . . .53
MSTI Strap Tie . . . . . . . . . . . . . . . .53
MTHM Hanger . . . . . . . . . . . . . . . .53
MTS Twist Strap . . . . . . . . . . . . . . .53
MTSM Twist Strap . . . . . . . . . . . . .54
MUS Hanger . . . . . . . . . . . . . . . . .54
Nails . . . . . . . . . . . . . . . . . . . . . . .54
NCA Nailless Bridging . . . . . . . . . .54
NS Nail Stopper . . . . . . . . . . . . . . .54
NSP Nail Stopper . . . . . . . . . . . . . .54
O Angles . . . . . . . . . . . . . . . . . . . .54
O Strap Ties . . . . . . . . . . . . . . . . . .54
PA Holdown . . . . . . . . . . . . . . . . . .55
PA Purlin Anchor . . . . . . . . . . . . . .55
PAHD Holdown . . . . . . . . . . . . . . .55
PAI Purlin Anchor . . . . . . . . . . . . . .55
PB Post Base . . . . . . . . . . . . . . . .56
PBS Post Base . . . . . . . . . . . . . . .56
PC Post Cap . . . . . . . . . . . . . . . . .56
PF Hanger . . . . . . . . . . . . . . . . . . .56
PFD Hanger . . . . . . . . . . . . . . . . . .56
PGT Pipe Grip Tie . . . . . . . . . . . .56
PS Strap . . . . . . . . . . . . . . . . . . . . .57
PSCL Sheathing Clip . . . . . . . . . . .57
PSPNZ Protective Plate . . . . . . . . .57
RBC Roof Boundary Clip . . . . . . . .57
RCWB Wall Bracing . . . . . . . . . . . .57
RFB Retrofit Bolt . . . . . . . . . . . . . .57
RP6 Retro Plate . . . . . . . . . . . . . . .57
RPS Strap Tie . . . . . . . . . . . . . . . .58
RSP Stud Plate Tie . . . . . . . . . . . .58
SA Strap . . . . . . . . . . . . . . . . . . . .58
SD Screw . . . . . . . . . . . . . . . . . . . .58
SDS Screw . . . . . . . . . . . . . . . . . . .58
S/HD Holdown . . . . . . . . . . . . . . . .58
S/HTT Tension Tie . . . . . . . . . . . . .58
S/LTT Tension Tie . . . . . . . . . . . . .59
SP Stud Plate Tie . . . . . . . . . . . . . .59
SPH Stud Plate Tie . . . . . . . . . . . .59
SS Stud Shoe . . . . . . . . . . . . . . . .59
SSP Single Stud Plate . . . . . . . . . .59
ST Strap Tie . . . . . . . . . . . . . . . . . .59
STC Roof Truss Clip . . . . . . . . . . .60
STHD Holdown . . . . . . . . . . . . . . .60
SUL Hanger . . . . . . . . . . . . . . . . . .60
SUR Hanger . . . . . . . . . . . . . . . . . .60
T Strap Tie . . . . . . . . . . . . . . . . . . .60
TA Staircase Angle . . . . . . . . . . . .61
TB Tension Bridging . . . . . . . . . . .61
TBE Truss Enhancer . . . . . . . . . . .61
TC Truss Connector . . . . . . . . . . . .61
THA Hanger . . . . . . . . . . . . . . .61-62
THAC Hanger . . . . . . . . . . . . . . . .62
THAI Hanger . . . . . . . . . . . . . . . . .62
THGB Hanger . . . . . . . . . . . . . . . .62
THGBH Hanger . . . . . . . . . . . . . . .62
THGBHV Hanger . . . . . . . . . . . . . .63
THGBV Hanger . . . . . . . . . . . . . . .63
THGQ Hanger . . . . . . . . . . . . . . . .63
THGQH Hanger . . . . . . . . . . . . . . .63
THJA Hanger . . . . . . . . . . . . . . . . .63
THJU Hanger . . . . . . . . . . . . . . . . .63
TJC37 Truss Connector . . . . . . . . .64
TP Tie Plate . . . . . . . . . . . . . . . . . .64
TS Twist Strap . . . . . . . . . . . . . . . .64
TSBR Truss Spacer . . . . . . . . . . . .64
TSF Truss Spacer . . . . . . . . . . . . .64
TSP Stud Plate Tie . . . . . . . . . . . .64
TSS Truss Seat . . . . . . . . . . . . . . .64
TWB Wall Bracing . . . . . . . . . . . . .65
U Hanger . . . . . . . . . . . . . . . . . . . .65
VB Knee Brace . . . . . . . . . . . . . . .65
VPA Connector . . . . . . . . . . . . . . .66
W1 Wedge . . . . . . . . . . . . . . . . . . .66
W Hanger . . . . . . . . . . . . . . . . . . . .66
WB Wall Bracing . . . . . . . . . . . . . .66
WBC Wall Bracing . . . . . . . . . . . . .66
WM Hanger . . . . . . . . . . . . . . . .67-68
WNP Hanger . . . . . . . . . . . . . . . . .68
WP Hanger . . . . . . . . . . . . . . . .68-69
WPI Hanger . . . . . . . . . . . . . . .68-69
WPU Hanger . . . . . . . . . . . . . . . . .70
WT Wedge Form Tie . . . . . . . . . . .70
Z Clip . . . . . . . . . . . . . . . . . . . . . . .70
USP2192-121
3
1/24/12
4:42 PM
Page 4
General Information
Company History
[email protected]
Customer Service/Technical Assistance:
Phone ..........................1-800-328-5934/1-952-898-8772
Fax .........................................................1-952-898-8605
Corporate Office
14305 Southcross Drive - Suite 200
Burnsville, Minnesota 55306
Phone.....................................................1-800-328-5934
Fax .........................................................1-952-898-8605
For comparative purposes, the allowable load values
for Simpson products shown in this comparison
were obtained from Simpson catalogs: Wood
Construction Connectors 2011-2012 (C-2011). These
loads are reportedly based on the 2005 NDS® values. No
effort has been made to determine agreement of
Simpson catalog values to current Simpson code
evaluation reports.
This comparison publication is not, and should not be
considered a verification of the validity or a source of
allowable load values for the listed products.
The reference numbers in this publication are for general
application comparison only and should not be used as a
substitution tool. The user is responsible to compare
specific load values, fastener schedules, material
specifications, and other factors to determine suitability of
use for any particular product.
Code Evaluations
Most USP structural products listed in this catalog have
been evaluated or are in the submittal stage for
evaluation from ICC Evaluation Service (ICC-ES)
formerly ICBO, BOCA, SBCCI or IAPMO Evaluation:
Manufacturing
ICC-ES ESR:
Montgomery, Minnesota
Livermore, California
Largo, Florida
Thornhill, Ontario
ESR-1280, ESR-1465, ESR-1781, ESR-1831, ESR-1881,
ESR- 2104, ESR-2761, ESR-2787.
ICC-ES Legacy Reports:
Warehouses
NER-505, NER-530, NER-608, ER-2039, ER-2725, ER-5321,
2031C.
Humble, Texas
Lumberton, New Jersey
IAPMO-ES ER:
ER-0200
About this Comparison
These comparison tables were developed independently
by USP Structural Connectors®. The information is
intended for use by USP customers and is not intended
as a warranty or guarantee, expressed or implied, as to
the suitability or fitness of any product described for any
particular use.
The USP load values shown in this comparison are from
our current ICC-ES or IAPMO-ES code evaluation
reports and are derived in accordance to the 2005 NDS®
(National Design Specification for Wood Construction).
The information contained in this edition supercedes
information presented in previous versions of this
comparison guide.
Other code angencies may require specific reductions
and limitations and may have different load values than
those presented in this catalog. USP recommends
consulting specific code evaluation reports or product
acceptance criteria that govern in the applicable area.
Any questions about current code listings should be
directed to the Technical Assistance staff. USP
continuously updates code reports to reflect new
standards and requirements. Visit USP’s Web Site,
www.USPconnectors.com/codereports.htm ,or
specific code agencies web sites for current listings.
WARRANTY
United Steel Products Company warrants its products to be free from defects in material and
workmanship. Said products are further warranted as to adequacy of design, provided
products are used in strict accordance with United Steel Product Company’s current published
design limits and are installed in a workmanlike manner. (Said warranties do not apply in the
event products are cut, notched, welded, drilled or in any way altered). No warranty applies if
deterioration occurs due to environmental conditions. United Steel Products Company’s
obligations under this warranty shall be limited to the replacement or repair of those products
demonstrated to be defective. Such remedy shall constitute Customer’s sole and exclusive
remedy and Customer hereby agrees that no other remedy (including, but not limited to claims
4
for INCIDENTAL, CONSEQUENTIAL OR SPECIAL DAMAGES, OR ANY CAUSE, LOSS,
ACTION, CLAIM OR DAMAGE, INCLUDING LOSS OF TIME, WHATSOEVER, OR INJURY TO
PERSON OR PROPERTY OR ANY OTHER CONSEQUENTIAL DAMAGE OR INCIDENTAL OR
ECONOMIC LOSS) shall be available to Customer whether said claims be asserted on the
basis of warranty, negligence, strict liability or otherwise. THIS WARRANTY IS EXPRESSLY IN
LIEU OF ALL OTHER WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING ANY
WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE,
ALL SUCH OTHER WARRANTIES BEING HEREBY EXPRESSLY EXCLUDED.
USP has been committed to making pro-grade structural
connectors for more than 50 years. In the course of those
five-plus decades, we’ve seen a lot of changes in the way
we do business and the way buildings are constructed.
But, in all that time our passion and our level of
commitment has remained rock solid. We know that
every day trade professionals and homeowners alike are
using our products to make something a little bit better
than it needs to be. We like that because that’s how we
think, too.
1/24/12
4:42 PM
Page 5
National Comparison Guide
SIMPSON Strong-Tie Connectors®
A
Simpson
Stock No.
A21
A
JA
ESR-2606
Simpson
Stock No.
A23
100%
-- --
Direction
of Load
F1
F2
F3
A
115%
-- --
DF / SP Design Load
F1
125%
-- --
160%
245
ESR-2606
F2
160%
175
DF-L / SP Design Load
115%
125%
-- --- --
100%
-- --- --- --
-- --- --
No Code Listing
-- --- --
F3
160%
-- --
160%
585
565
-- --
Simpson
Stock No.
Simpson
Stock No.
A34
100%
125%
160%
395
395
-- --
F1
F2
295
295
210
295
C1
A2
D
230
295
595
C2
F1
F2
F3
A
A33
595
-- --
Simpson
Stock No.
A44
A66
A88
AB
Simpson
Stock No.
AB44
AB44R
AB46
AB46R
AB66
AB66R
485
455
-- --
515
455
-- --
365
365
210
365
210
380
230
365
695
230
370
695
670
-- --
670
-- --
No Code Listing
Direction
of Load
F1
F2
295
330
750
-- --- --
Uplift
160%
-- --- --- --- --- --- --
-- --
ESR-1622
USP
Stock No.
Direction
of Load
F1
A3
F2
F3
TDL
-- --
Bearing
MP34
MPA1
USP
Stock No.
125%
255
160%
255
ESR-2104
450
210
515
240
ER-2039
Uplift
B
BL
USP
Stock No.
BL4
B66
B88
PA
PA66-DP
PA66R
600
335
160%
1080
1080
ESR-1781
Direction
of Load
100%
380
380
185
F1
F2
F3
A1
285
285
285
505
A2
B2
C2
280
375
570
F1
F2
5335
5335
160%
590
ESR-1781
MPA1
100%
4065
560
260
F3
160%
165
Bolts
160%
895
B1
C1
BL3
F2
160%
345
115%
125%
515
560
100%
450
Nails
MP34
USP
Stock No.
PA44-DP
4065
4165
4165
115%
255
DF-L / SP Design Load *
395
395
160%
750
F2
F1
A
100%
225
DF / SP Design Load
F1
TDL10
895
*Design loads as listed in USP's 56th Edition Full Line Catalog
ER-112
Direction
of Load
USP
Stock No.
JA1
ESR-1781
USP
Stock No.
TDL5
160%
-- --- -ER-112
F3
A1
E
A35
Bolts
160%
-- --- --
A24
A311
A34
A35
Uplift
Nails
USP Structural Connectors®
PA44R
PA46-DP
PA46R
570
280
F3
Direction
of Load
F1
F2
F1
125%
160%
475
475
230
525
610
295
355
505
355
505
355
350
280
375
680
160%
380
380
505
505
470
470
795
445
No Code Listing
No Code Listing
160%
-- --- --- --
F2
Uplift
280
375
680
715
350
-- --
-- --- --
415
350
-- --
ESR-1831
-- --
Bearing
100%
5135
5135
6285
6285
6950
6950
USP2192-121
5
1/24/12
4:42 PM
Page 6
ABA
Simpson
Stock No.
ABA44
ABA46
ABA66Z
Simpson
Stock No.
ABE44
ABE46
ABE46R *
ABE66
Uplift
160%
555
700
720
ABU88
ABU88R *
*Not listed in ESR-1622
Bearing
2300
2300
2300
2300
10335
12000
2320
2320
160%
2160
100%
6665
USP
Stock No.
PAU44
-- --- --
24335
24335
PAU88
PAU88R
Uplift
2500
1430
2500
1070
715
1070
160%
1430
AC6 (Min)
AC6 (Max)
1430
2500
ACE
F2
160%
715
160%
-- --
715
1070
-- --- --
-- --- --- --
715
1070
-- --- --
Uplift
160%
1070
1785
ACE6 (Min)
1070
ACE6 (Max)
1785
*Design loads apply only when used in pairs
160%
715
1070
715
1070
160%
990
825
F2
160%
-- --- --- --- --
100%
6775
13815
505
1060
6285
16005
ESR-1881
Nails
Uplift
100%
6775
3185
3185
-- --- --
24900
24900
2535
2380
2265
2265
13815
16005
ESR-1781
Uplift
F1
2630
1755
1755
1730
1015
1015
PBS66
PBS66
2280
2280
PBS66R
1845
PBS66R
1845
F2
160%
1730
160%
1195
1850
1850
1310
1310
1275
1275
1195
630
630
1010
1010
ESR-1781
Uplift
160%
1755
1755
F1
PBES66
1755
PBES66
1755
Bearing
160%
2265
160%
2630
USP
Stock No.
PBES44
PBES44
Bolts
160%
2535
PBES
ESR-2604
F1
6775
13815
16005
ESR-1831
USP
Stock No.
PBS44
PBS44
PBS44R
PBS44R
Bearing
100%
Uplift
Bearing
PBS
ESR-2604
F1
PAU46
PAU66
990
825
1060
PAU
Nails
160%
2200
Uplift
160%
ESR-1622
AC6R (Min)
1430
AC6R (Max)
2500
6
PA46R
PA66E-DP
7335
12000
DF-L / SP DesiJQ/RDG
Uplift
Bolts
Simpson
Stock No.
AC4 (Min)
Simpson
Stock No.
ACE4 (Min)
ACE4 (Max)
USP
Stock No.
PA44E-DP
PA46E-DP *
100%
6665
7335
810
900
AC
AC4 (Max)
AC4R (Min)
AC4R (Max)
PA(E)
ESR-1622
ABU
ABU46
ABU66
6000
9435
10665
160%
520
810
ESR-1831
USP
Stock No.
PA44E-DP
PA46E-DP *
PA66E-TZ
Uplift
Bearing
Simpson
Stock No.
ABU44
Bearing
100%
PA(E)
ABE
ESR-1622
160%
1015
1015
1275
1275
F2
160%
630
630
1010
1010
1/24/12
4:42 PM
Page 7
B
BA
ESR-1866
Simpson
Stock No.
B38
B310
BPH
HDO
ESR-1866
B312
B314
Floor
100%
115%
3800
3800
3800
3800
125%
3800
3800
3800
3800
3800
3800
3800
3435
3435
3435
B48
3800
3800
3800
BA410 (Max)
3800
3800
3800
BA410 (Min)
B410
BA412 (Min)
3800
3800
3435
3435
3800
3800
3435
160%
1010
HDO310
1010
HDO314
1010
265
BPH35925
1010
HDO410
1170
3435
HDO412
3800
3800
3800
1010
3800
B610
3800
3800
B612
3800
3800
B614
B
BA
1010
3800
3800
3800
1010
3800
3800
3800
B616
3800
1010
3800
3800
1010
3800
1010
ESR-1866
ESR-1866
Design Load
Simpson
Stock No.
BA1.81/11.88 (Max)
BA1.81/11.88 (Min)
B1.81/16
LVL
100%
4715
4015
4135
BA3.56/11.88 (Max)
4715
BA3.56/14 (Max)
4715
BA3.56/11.88 (Min)
4015
PSL
100%
LSL DF / SP SPF
100% 100% 100%
3705
4005
4320
3355
4500
4500
4320
4500
4320
4500
3705
4005
3800
2665
3640
2650
3435
2665
DF
I-Joist
100%
Uplift
160%
1495
265
1495
-- --
-- --
1010
2665
1495
B3.56/16
4135
3355
4500
2650
-- --
3355
3355
4500
4500
B7.12/9.5
B7.12/11.88
4135
3355
4500
B7.12/14
B7.12/16
4135
4500
B7.12/18
4135
3355
4135
3355
4500
B7.12/20
B7.12/22
B7.12/24
B7.12/26
B7.12/28
4135
4135
4135
4135
4135
4135
3355
3355
3355
3355
3355
3355
3355
BPH1716
1170
3435
3800
4135
BPH17118
1495
4005
4135
BPH17118
3800
3705
B5.12/20
USP
Stock No.
BPH3514
4015
B5.12/18
BPH
THO
PHXU
1170
BA3.56/16 (Min)
4500
HDO616
1495
1495
3355
HDO614
2665
3435
1495
2665
4135
HDO612
BPH35118
2665
3435
B3.56/14
HDO610
3800
4005
4500
HDO416
1170
3705
4320
990
HDO414
1495
4015
4715
1170
BPH35112
2665
BA3.56/14 (Min)
BA3.56/16 (Max)
BPH35925
1010
B414
3800
HDO48
BPH35112
1170
3800
3800
3800
3800
3800
2665
2650
2650
2650
2650
-- --- --- --
265
265
265
1010
1010
1010
1010
BPH35118
BPH3514
BPH3516
BPH3516
BPH3514
BPH3516
THO25180-2
THO25200-2
4500
3800
2650
-- --
1010
BPH7195
BPH71118
4500
3800
2650
-- --
1010
1010
4500
4500
4500
4500
4500
3800
3800
3800
3800
3800
3800
3800
2650
2650
2650
2650
2650
2650
2650
-- --- --- --- --- --- --- --
1010
1010
1010
1010
1010
1010
ESR-1831
ESR-1781
Floor
100%
115%
4165
4165
3605
4475
4475
4865
3825
3825
265
3800
B416
HDO48
265
3800
3800
HDO48
3435
1010
3800
3800
HDO316
1170
BA412 (Max)
B412
HDO312
3800
3800
3435
USP
Stock No.
HDO38
1010
1010
3800
BA48 (Min)
BA48 (Max)
Uplift
3800
3800
3800
B316
Roof
3825
3485
3485
4565
3485
3485
4880
5175
5475
4565
4880
5175
5475
Roof
3605
4475
5010
3825
3825
3825
1535
815
815
3825
3485
815
3485
3485
815
3485
4565
815
4565
3485
1220
3485
3485
815
3485
5230
5410
815
5465
1220
6210
1625
5410
5915
4565
1625
4565
5230
1430
5465
5410
1430
5410
5915
1710
6210
1905
ESR-1831
ESR-1781
ESR-2104
Design Load
LVL
100%
3340
3340
3340
3485
3485
3430
3430
3430
3430
3430
3430
3535
3535
3485
PSL
100%
LSL DF / SP SPF
100% 100% 100%
3395
3395
3395
3395
3510
3510
3510
3510
3510
3510
3510
3510
4685
4685
3510
3395
3395
3775
3775
3775
3775
3775
3775
3455
3455
6650
6650
3510
3510
5785
5785
3485
3485
3430
3430
3430
4770
4685
3775
3510
3515
3030
2245
3030
4685
3775
3455
3455
3515
2245
3775
BPH7120
3455
3030
3430
3430
3515
PHXU7128
1315
1150
3825
3455
PHXU7126
4475
3825
BPH7116
BPH7124
1150
5105
3515
BPH7122
755
4165
4475
4475
3775
BPH7118
160%
3605
3455
BPH7114
Uplift
125%
3430
4770
3485
2245
3280
3280
3280
3280
3280
3280
DF
I-Joist
100%
Uplift
160%
-- --
625
-- --- --- --- --
815
815
1140
-- --
1140
-- --- --
-- --
3520
2630
3280
-- --
3520
625
-- --
3280
3280
625
-- --
2630
1140
1140
1140
1140
1175
1175
1220
3455
3280
-- --
1220
3775
3455
3280
-- --
1220
3775
3455
3775
3775
3775
3775
6650
6650
3455
3455
3455
3455
5285
5285
3280
3280
3280
3280
3280
3590
3590
-- --- --- --- --- ----
USP2192-121
1220
1220
1220
1220
1220
1290
1290
7
1/24/12
4:42 PM
Page 8
BC
Uplift
160%
DF-L / SP DesLJQ/RDG
F1
160%
F2
160%
BC6R
BC8
980
1050
1050
1800
1000
2000
-- --- --
BC_0
Simpson
Stock No.
BC40
BC40R
BC460
BC60
BC60R
BC80
BP
Simpson
Stock No.
BP ⁄2
BP5⁄8-2
BP5⁄8
BP5⁄8-3
BP3⁄4-3
1
BP1⁄2-3
BP5⁄8-3
BP3⁄4-3
BT
Simpson
Stock No.
BTB
BT-R100
1000
1000
2000
2000
-- --- --
USP
Stock No.
C44
C44R
Uplift
160%
F1
160%
F2
160%
-- --- --
C66R
C88
1000
1295
1090
1125
1225
2190
1225
2190
No Code Listing
Uplift
F1
510
450
450
735
735
735
160%
510
450
450
F2
160%
735
160%
-- --
735
735
-- --- --
-- --- --- --
No ICC-ES or IAPMO-ES Code Listing
C46
C66
D
D44R
D46
D66
D66R
D88
BP
HBPS
Bolt Diameter
3/16
1/4
5/8
5/8
BP582
BP58
5/8
3/4
HBPS58
HBPS34
3 ga
3 ga
3 ga
3 ga
3 ga
(Inches)
1/2
5/8
3/4
1/2
1000
1000
USP
Stock No.
D44-TZ
Plate
Thickness
3/16
ESR-1280
USP
Stock No.
BP12
BP583
BP343
HBPS12
WT
USP
Stock No.
WT22
WT22-BMC
1225
1225
1225
1225
2190
2525
2190
2525
ESR-1280
Uplift
F1
715
715
715
875
1020
1020
160%
715
715
715
F2
160%
875
160%
875
1020
1020
1095
1095
875
1095
1095
Plate
Bolt Diameter
3/16
1/4
5/8
5/8
Thickness
3/16
1/4
1/4
1/4
1/4
1/4
(Inches)
1/2
5/8
3/4
1/2
5/8
3/4
Simpson
Stock No.
BC4
BC4R
BC46
BC6
8
C
ESR-2604
980
980
1/24/12
4:42 PM
Page 9
CB
Simpson
Stock No.
CB44
CB46
CB48
CB5-4.5
CB5-6
CB64 *
CB66
CB71⁄8-4 *
CB71⁄8-6 *
CB71⁄8-7 *
CB68
CB7-6
CB7-7.5
CB7-9
CB7-10.5
CB86 *
CB88
CB9-6
CB9-7.5
CB9-9
CB9-10.5
CB1010
CB1012
CB1212
*Not listed in ER-5708
CBSQ
Simpson
Stock No.
CBSQ44-SDS2
CBSQ46-SDS2
CBSQ66-SDS2
CC
Simpson
Stock No.
CC31/4-4
CC31/4-6
CC44
CC46
CC48 *
CC51/4-4
CC51/4-6
CC51/4-8
CC64
CC66
CC68
CC6-71/8 *
CC74 *
CC76
CC77
CC78
KCBQ
ER-5708
Uplift
160%
4200
4200
4200
4200
4200
4200
4200
6650
6650
6650
4200
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
USP
Stock No.
KCBQ44
KCBQ46
KCBQ48
KCBQ5
KCBQ5
KCBQ64
KCBQ66
KCBQ71-4
KCBQ71-6
KCBQ71-7
KCBQ68
KCBQ7
KCBQ7
KCBQ7
KCBQ7
KCBQ86
KCBQ88
KCBQ9
KCBQ9
KCBQ9
KCBQ9
ER-5952
Uplift
Bearing
160%
5335
100%
10975
5335
6855
14420
14420
ESR-2604
Uplift
Bearing
160%
3640
3640
100%
16980
19250
2800
7530
24060
26635
7530
7530
4040
4040
4040
4040
7525
7525
7525
7525
No Code Listing
Uplift
160%
6870
6870
6870
6870
6870
6870
6870
6870
6870
6870
6870
6870
6870
6870
6870
6870
6870
6870
6870
6870
6870
KCBQ1010
6870
KCBQ1012
6870
KCBQ1212
6870
6650
6650
6650
1465
2800
CBSQ
USP
Stock No.
CBSQ44-TZ
CBSQ46-TZ
CBSQ66-TZ
KCCQ
USP
Stock No.
KCCQ325-4
KCCQ325-6
15310
24060
KCCQ44
KCCQ46
28190
37310
KCCQ525-6
KCCQ525-8
KCCQ48
KCCQ525-4
28586
30250
37810
KCCQ64
KCCQ66
KCCQ68
37125
49140
KCCQ76
KCCQ77
37810
33490
49140
KCCQ67X
KCCQ74
KCCQ78
No ICC-ES or IAPMO Code Listing
Uplift
160%
6870
Bearing
100%
6775
6870
6870
13815
16005
ESR-1465
Uplift
Bearing
160%
7140
7140
100%
21485
21485
7140
7390
24065
41640
6675
7140
7390
7390
7140
7140
7140
7140
7390
7390
7390
7390
24065
24065
41640
41640
37815
37815
37815
37815
46405
46405
46405
46405
continued on next page
USP2192-121
9
1/24/12
4:42 PM
Page 10
CC
Simpson
Stock No.
CC71/8-4 *
CC71/8-6 *
CC86
CC88
CC96
CC98
CC106
CCQ
Simpson
Stock No.
CCQ3-4SDS2.5
CCQ3-6SDS2.5
CCQ44SDS2.5
CCQ46SDS2.5
CCQ48SDS2.5
CCQ5-4SDS2.5
CCQ5-6SDS2.5
CCQ5-8SDS2.5
CCQ64SDS2.5
CCQ66SDS2.5
CCQ68SDS2.5
CCQ6-7.13SDS2.5 *
CCQ74SDS2.5
CCQ76SDS2.5
CCQ77SDS2.5
CCQ78SDS2.5
CCQ7.1-4SDS2.5 *
CCQ7.1-6SDS2.5 *
CCQ7.1-7.1SDS2.5 *
CCQ7.1-8SDS2.5 *
CCQ86SDS2.5 *
CCQ88SDS2.5 *
CCQ96SDS2.5 *
CCQ98SDS2.5 *
CCQ106SDS2.5 *
10
Uplift
Bearing
160%
7510
7585
100%
34736
58500
7440
7440
41250
54600
7585
7585
57750
52500
7515
7515
48125
63700
7515
52250
ESR-2604
Uplift
Bearing
160%
100%
5680
16980
5680
19250
5680
19020
7145
24065
7145
24065
5680
26635
7245
28190
7245
31570
5680
28585
7145
30250
7145
37815
7145
37815
5680
33490
7245
37125
7245
41580
7245
41580
5680
34730
7245
38500
7245
57750
7245
52500
7245
41250
7245
51565
7245
48125
7245
53900
7245
52250
KCCQ
USP
Stock No.
KCCQ71-4 *
KCCQ71-6 *
KCCQ71-71
KCCQ71-8 *
KCCQ86
KCCQ88
KCCQ96
KCCQ98
KCCQ106
KCCQ
USP
Stock No.
KCCQ325-4
KCCQ325-6
KCCQ44
KCCQ46
KCCQ48
KCCQ525-4
KCCQ525-6
KCCQ525-8
KCCQ64
KCCQ66
KCCQ68
KCCQ67X
KCCQ74
KCCQ76
KCCQ77
KCCQ78
KCCQ71-4 *
KCCQ71-6 *
KCCQ71-71
KCCQ71-8 *
KCCQ86
KCCQ88
KCCQ96
KCCQ98
KCCQ106
ESR-1465
Uplift
Bearing
160%
7390
7390
100%
48125
48125
7140
7140
51565
51565
7390
7390
48125
48125
7140
7140
60155
60155
7140
65315
ESR-1465
Uplift
Bearing
160%
100%
7140
21485
7140
21485
6675
24065
7140
24065
7140
24065
7390
41640
7390
41640
7390
41640
7140
37815
7140
37815
7140
37815
7140
37815
7390
46405
7390
46405
7390
46405
7390
46405
7390
48125
7390
48125
7390
48125
7390
48125
7140
51565
7140
51565
7140
60155
7140
60155
7140
65315
CC71/8-71/8 *
CC71/8-8 *
ESR-2604
1/24/12
4:42 PM
Page 11
CCCQ
No Code Listing
Simpson
Stock No.
CCCQ3-4SDS
CCCQ3-6SDS
CCCQ44SDS
CCCQ46SDS
CCCQ5-4SDS
CCCQ5-6SDS
CCCQ5-8SDS
CCCQ64SDS
CCCQ66SDS
CCCQ68SDS
CCCQ76SDS
CCCQ77SDS
CCCQ78SDS
CCCQ7.1-4SDS
CCCQ7.1-6SDS
CCCQ7.1-7.1SDS
CCCQ86SDS
CCCQ88SDS
Uplift
Bearing
160%
100%
4780
16980
4780
19250
4780
19020
4780
24065
4780
26635
4780
28190
4780
31570
4780
28585
4780
30250
4780
37815
4780
37125
4780
41580
4780
41580
4780
34730
4780
38500
4780
57750
4780
41250
4780
51565
Simpson
Stock No.
CCTQ3-4SDS
CCTQ3-6SDS
CCTQ44SDS
CCTQ46SDS
CCTQ5-4SDS
CCTQ5-6SDS
CCTQ5-8SDS
CCTQ64SDS
CCTQ66SDS
CCTQ68SDS
CCTQ76SDS
CCTQ77SDS
CCTQ78SDS
CCTQ7.1-4SDS
CCTQ7.1-6SDS
CCTQ7.1-7.1SDS
CCTQ86SDS
CCTQ88SDS
Uplift
Bearing
160%
100%
5315
16980
5315
19250
5315
19020
5315
24065
5315
26635
5315
28190
5315
31570
5315
28585
5315
30250
5315
37815
5315
37125
5315
41580
5315
41580
5315
34730
5315
38500
5315
57750
5315
41250
5315
51565
CCTQ
CMST
CMSTC
Simpson
Stock No.
CMST12
CMST14
CMSTC16
No Code Listing
ESR-2105
ESR-2105
Tension
160%
9215
6490
4585
KCCQC
No Code Listing
USP
Stock No.
KCCQC325-4
KCCQC325-6
KCCQC44
KCCQC46
KCCQC525-4
KCCQC525-6
KCCQC525-8
KCCQC64
KCCQC66
KCCQC68
KCCQC76
KCCQC77
KCCQC78
KCCQC71-4
KCCQC71-6
KCCQC71-71
KCCQC86
KCCQC88
Uplift
Bearing
160%
100%
7140
21485
7140
21485
6675
24065
7140
24065
7390
41640
7390
41640
7390
41640
7140
37815
7140
37815
7140
37815
7390
46405
7390
46405
7390
46405
7390
48125
7390
48125
7390
48125
7140
51565
7140
51565
USP
Stock No.
KCCQT325-4
KCCQT325-6
KCCQT44
KCCQT46
KCCQT525-4
KCCQT525-6
KCCQT525-8
KCCQT64
KCCQT66
KCCQT68
KCCQT76
KCCQT77
KCCQT78
KCCQT71-4
KCCQT71-6
KCCQT71-71
KCCQT86
KCCQT88
Uplift
Bearing
160%
100%
7140
21485
7140
21485
6675
24065
7140
24065
7390
41640
7390
41640
7390
41640
7140
37815
7140
37815
7140
37815
7390
46405
7390
46405
7390
46405
7390
48125
7390
48125
7390
48125
7140
51565
7140
51565
KCCQT
CMST
CMSTC
USP
Stock No.
CMST12
CMST14
CMSTC16
No Code Listing
ESR-1881
ESR-1465
Tension
160%
9320
6630
4715
USP2192-121
11
1/24/12
4:42 PM
Page 12
CPS
No Code Listing
Simpson
Stock No.
CPS4
CPS46
CPS5
Uplift
4490
4490
4490
CS
Simpson
Stock No.
CS14
160%
2490
USP
Stock No.
RS14-100
1030
845
2490
RS250
RS300
RS14-R
CS20-R
CS22-R
DJTZ
Nails
DS
DS
Simpson
Stock No.
DSC5L-SDS3
DSC5R-SDS3
12
125%
1375
100%
1400
Bolts
125%
1400
USP
Stock No.
SDJT14-TZ
SDPT
1045
925
2610
1730
1375
1045
925
No Code Listing
100%
1120
Nails
Compression
Tension
160%
160%
5925
5925
USP
Stock No.
DSC4L
DSC4R
125%
1400
100%
1400
Bolts
No Code Listing
USP
Stock No.
DSC
No Code Listing
DC
DC1
4745
4745
1730
1375
USP
Stock No.
SDPT5-TZ
SDPT7-TZ
ESR-2614
Simpson
Stock No.
DSC
NER-443
Simpson
Stock No.
DPT5Z
DPT7Z
160%
2610
SDJT
ESR-2614
100%
1100
ESR-1831
RS20-R
RS22-R
1030
845
11600
19040
Tension
RS16-R
RS18-R
1705
1370
Concrete Design
Bearing Strength
6545
9820
8925
8570
12490
RS150
RS200
1705
1370
CS16-R
CS18-R
DPTZ
RS
ESR-2105
CS20
CS22
CS14-R
Post Base
Allowable Capacity
5235
6810
6295
CPB66
CPB88
7745
8315
Tension
CS16
CS18
Simpson
Stock No.
DJT14Z
USP
Stock No.
CPB44
CPB46
CPB55
Down
5195
5865
5865
4490
4490
No Code Listing
CPS6
CPS7
CPB
ESR-1465
Compression
Tension
160%
160%
4965
4965
4945
4945
125%
1400
1/24/12
4:42 PM
Page 13
DSP
ESR-2613
Simpson
Stock No.
Plate
Single Sill
Double Top
DSP
DTC
Simpson
Stock No.
DTC
DTT2
No Code Listing
F1
125
Simpson
Stock No.
DTT2
DTT2Z-SDS2.5 *
DF-L / SP Design Load (160%)
Without Gap
With 1/4" Max Gap
F2
210
ECC31/4-6
ECC44
ECC46
ECC48 *
ECC51/4-4
1825
2145
2145
∆ (in)
0.105
0.128
0.128
ESR-2604
ECCU
ECC / ECCU
F1
125
USP
Stock No.
DTB-TZ
DTB-TZ
DF-L / SP Design Load (160%)
Without Gap
With 1/4" Gap
F2
210
Min Wood
Member
Thickness
1-1/2
3
3
F1
85
F2
135
ER-0200
DF-L / SP
Design Load (160%)
∆ (in)
Tension
1890
0.119
1890
1890
0.119
0.119
ESR-1465
18595
18595
22410
12030
18905
KECCQ64
KECCQ66
7060
7060
23610
28980
20790
25515
KECCQ76
KECCQ77
7060
7060
35860
35860
KECCQ325-6
KECCQ44
15785
21525
KECCQ525-6
KECCQ525-8
25780
24060
13230
28350
18375
4855
4855
4855
28875
36750
36750
ECC96
ECC98
4670
4670
26950
36750
ECC106
3325
**Uplift loads not listed in ESR-2604
No Code Listing
7060
7060
7060
1165
1165
2625
2625
DTB
9625
7655
ECC71⁄8-6 *
ECC71/8-71/8 *
ECC71/8-8 *
ECC86
ECC88
TR
KECCQ46
KECCQ48
KECCQ525-4
12030
16405
10045
3605
4855
Plate
Single Sill
Double Top
RSPT6-2
USP
Stock No.
TR2
Uplift
160%
955
955
Bearing
100%
14650
740
740
2735
3605
3605
USP
Stock No.
Uplift
160%
7060
Bearing
100%
6125
1165
1165
3605
ESR-1881
USP
Stock No.
KECCQ325-4
Uplift **
160%
1010
1010
205
RSPT
KECCQ
ESR-2604
ECC68
ECC6-71/8 *
ECC74 *
ECC78
ECC71/8-4 *
Tension
3
2735
2735
ECC76
ECC77
F2
135
DF-L / SP
Design Load (160%)
1-1/2
3
ECC51/4-6
ECC51/4-8
ECC64
ECC66
F1
85
ESR-2330
Min Wood
Member
Thickness
ECC
ECCU
Simpson
Stock No.
ECC31/4-4
Uplift
160%
660
775
23100
31500
29260
KECCQ68
KECCQ67X
KECCQ74
KECCQ78
KECCQ71-4 *
KECCQ71-6 *
KECCQ71-71
KECCQ71-8 *
KECCQ86
KECCQ88
KECCQ96
KECCQ98
KECCQ106
7060
7105
7060
7060
7060
7060
7060
7060
7060
7060
7060
7060
7060
7060
7060
7060
7060
14650
17030
27365
30430
29220
29220
27550
35860
28240
35285
37190
37190
37465
39845
42710
46485
45840
USP2192-121
13
1/24/12
4:42 PM
Page 14
ECCLQ
Simpson
Stock No.
ECCLQ3-4SDS
ECCLQ48SDS
ECCLQ5-4SDS
ECCLQ5-6SDS
ECCLQ5-8SDS
ECCLQ64SDS
ECCLQ66SDS
ECCLQ68SDS
ECCLQ74SDS
ECCLQ76SDS
ECCLQ77SDS
ECCLQ78SDS
ECCLQ7.1-4SDS
ECCLQ7.1-6SDS
ECCLQ7.1-7.1SDS
ECCLQ86SDS
ECCLQ88SDS
ECCLLQ444SDS
ECCLLQ464SDS
ECCLLQ666SDS
ECCLRQ444SDS
ECCLRQ464SDS
ECCLRQ666SDS
ECCQ
Simpson
Stock No.
ECCQ3-4SDS2.5
ECCQ3-6SDS2.5
ECCQ44SDS2.5
ECCQ46SDS2.5
ECCQ48SDS2.5
ECCQ5-4SDS2.5
ECCQ5-6SDS2.5
ECCQ5-8SDS2.5
ECCQ64SDS2.5
ECCQ66SDS2.5
ECCQ68SDS2.5
ECCQ6-7.13SDS2.5 *
ECCQ74SDS2.5
ECCQ76SDS2.5
ECCQ77SDS2.5
ECCQ78SDS2.5
ECCQ7.1-4SDS2.5 *
ECCQ7.1-6SDS2.5 *
ECCQ7.1-7.1SDS2.5 *
ECCQ7.1-8SDS2.5 *
ECCQ86SDS2.5 *
ECCQ88SDS2.5 *
ECCQ96SDS2.5 *
ECCQ98SDS2.5 *
ECCQ106SDS2.5 *
14
Uplift
Bearing
160%
3795
100%
6125
KECCQL
USP
Stock No.
KECCQL325-4
3795
3795
3795
9625
7655
12030
KECCQL325-6
KECCQL44
KECCQL46
3795
3795
15785
21525
KECCQL525-6
KECCQL525-8
3795
3795
16405
10045
3795
3795
3795
3795
3795
3795
3795
KECCQL64
KECCQL66
25515
28350
KECCQL77
KECCQL78
18375
28875
3795
3795
36750
25780
3795
3795
3795
3795
3795
3795
3795
12030
18905
25780
13230
20790
3795
3795
KECCQL68
KECCQL74
KECCQL76
KECCQL71-4
KECCQL71-6
KECCQL71-71
KECCQL86
35155
7655
KECCQL88
KECCQLL444
12030
18905
KECCQLR464
KECCQLR666
12030
18905
7655
ESR-2604
KECCQL48
KECCQL525-4
Uplift
Bearing
160%
100%
3695
6125
3695
9625
4040
7655
4040
12030
4040
16405
4040
10045
5535
15785
5535
21525
4040
12030
4040
18905
4040
25780
4040
24490
4040
13230
5535
20790
5535
25515
5535
28350
4040
18375
5535
28875
5535
36750
5535
39375
5535
25780
5535
35155
5535
26950
5535
36750
5535
32655
KECCQLL464
KECCQLL666
KECCQLR444
KECCQ
USP
Stock No.
KECCQ325-4
KECCQ325-6
KECCQ44
KECCQ46
KECCQ48
KECCQ525-4
KECCQ525-6
KECCQ525-8
KECCQ64
KECCQ66
KECCQ68
KECCQ67X
KECCQ74
KECCQ76
KECCQ77
KECCQ78
KECCQ71-4 *
KECCQ71-6 *
KECCQ71-71
KECCQ71-8 *
KECCQ86
KECCQ88
KECCQ96
KECCQ98
KECCQ106
No Code Listing
Uplift
Bearing
160%
7060
100%
14650
7060
7060
18595
22410
7060
7105
7060
14650
17030
18595
7060
7060
27365
30430
7060
7060
23610
28980
7060
7060
7060
29220
27550
35860
7060
7060
35860
35860
7060
7060
28240
35285
7060
7060
37190
37465
7060
7105
39845
17030
7060
7060
7105
7060
7060
18595
28980
17030
ESR-1465
18595
28980
Uplift
Bearing
160%
100%
7060
14650
7060
14650
7105
17030
7060
18595
7060
18595
7060
22410
7060
27365
7060
30430
7060
23610
7060
28980
7060
29220
7060
29220
7060
27550
7060
35860
7060
35860
7060
35860
7060
28240
7060
35285
7060
37190
7060
37190
7060
37465
7060
39845
7060
42710
7060
46485
7060
45840
ECCLQ3-6SDS
ECCLQ44SDS
ECCLQ46SDS
No Code Listing
1/24/12
4:42 PM
Page 15
EG
Simpson
Stock No.
EG5
EG7
1
EG9
ESR-2615
Top Flange
Triangle Theory
Floor
100%
17095
17095
Without
Top Flange
Roof
Floor
19310
8870
125%
19310
19310
17095
Roof
100%
8870
8870
125%
11085
11085
11085
Uplift
160%
-- --- --- --
Allowable loads are for supporting member with a width of 5-1/2" and
560 psi perpendicular to grain loading in single shear.
EPB
Simpson
Stock No.
EPB44A
EPB44
EPB46
EPB66
F1
F2
Uplift
160%
1100
800
160%
815
985
800
1500
EPC
160%
935
1135
985
985
1135
1135
SET
160%
1265
160%
985
Simpson
Stock No.
EPC44-16
EPC44
Uplift
160%
EPC48-16
EPC48
EPC64-16
1000
1700
1000
1700
1000
1000
1070
EPC64
EPC66-16
EPC66
EPC68
EPC84
EPC86
EPC88
100%
2670
3465
3465
3465
1000
1700
1700
1000
1700
1700
1700
1700
1700
1000
1070
1285
1610
1000
1070
1285
1610
1610
1610
1610
1610
KEG7
KEG9
With
Top Flange
Floor
100%
17615
Bearing
100%
3670
DF-L / SP Design Load1
Without
Top Flange
Roof
Floor
21005
21220
9245
9275
125%
19920
18695
20125
Roof
100%
9215
11555
11595
NER-505
Uplift
USP
Stock No.
EBG44-TZ
160%
1085
EPB6608
1560
EPB4408
EPB4608
1140
1560
F1
F2
160%
1100
160%
1180
2330
1695
1115
2330
Bearing
100%
2485
1075
1695
3045
3045
4665
No Code Listing
Cast-in-Place Only
Uplift
Bearing
USP
Stock No.
EPB4408-HDG
160%
1140
EPCM
100%
3045
ESR-1781
-- --- --
USP
Stock No.
EPCM4416
EPCM44
Uplift
160%
-- --- --- --
EPCM4816
EPCM48
EPCM6416
1100
1900
1100
1900
1120
1300
1545
-- --- --
-- --- --
-- --- --- --
-- --- --
9215
9240
NER-505
F1
160%
F2
160%
Uplift *
160%
7305
125%
11520
*Uplift values are not published in ESR-1280.
1
EPB
ESR-2604
F1
160%
EPC46-16
EPC46
Bearing
No Code Listing
Uplift
AT
USP
Stock No.
KEG5
ESR-1280
EPB
EBG
ER-5708
EPB
Simpson
Stock No.
EPB44PHDG
KEG
1
EPCM4616
EPCM46
EPCM64
EPCM6616
EPCM66
EPCM68
EPCM84
EPCM86
EPCM88
1100
1900
1795
1120
1795
1795
1795
1795
1795
1300
1545
1300
1545
1765
1905
1765
1905
1905
1905
1905
1905
F2
160%
1480
1850
1480
1850
1480
1850
1765
1905
1765
1905
1905
1905
1905
1905
USP2192-121
15
1/24/12
4:42 PM
Page 16
F
KF
PHG
ESR-2607
Roof
125%
USP
Stock No.
PHG26
PHG24-2
PHG26-2
585
735
800
F44
F46
880
785
FB
JA
HGA
F1
100%
USP
Stock No.
920
920
GB
Simpson
Stock No.
GB3
GB5
GB7
16
695
810
No Code Listing
ESR-1781
ESR-1465
F1
100%
JA5
HGA10
685
1320
SFP
SMP
BD
No Code Listing
Simpson
Stock No.
FPBS44
FPBM44E
FPBB44
GA2
650
650
650
USP
Stock No.
FC24-TZ
ESR-2606
FPB
GA1
Roof
125%
FC24-TZ
FC24-TZ
FC
Simpson
Stock No.
FC
No Code Listing
FB24Z
FBR24
GA
ESR-1280
KF44
KF46
Simpson
Stock No.
FB24
Simpson
Stock No.
FC6
FC6
ESR-1280
Simpson
Stock No.
F26P
F24-2
F26-2
No Code Listing
No Code Listing
No Code Listing
USP
Stock No.
SFP30
SMP
BD
Direction
of Load
F1
F2
F1
F2
A
ESR-2606
100%
185
220
115%
125%
185
255
335
335
185
280
385
335
415
415
160%
185
185
450
450
ESR-2615
Floor
100%
7215
7370
7370
Roof
115%
7380
7640
7750
125%
7490
8005
8005
Uplift
160%
1745
1745
1745
A3
USP
Stock No.
A3
KGB
USP
Stock No.
KGB3
KGB5
KGB7
ESR-2104
Direction
of Load
100%
F1
F2
450
450
F1
F2
115%
125%
450
450
515
515
560
560
515
515
560
560
160%
590
600
590
600
No Code Listing
Floor
100%
6460
6460
6460
Roof
115%
6840
6840
6840
125%
7095
7095
7095
Uplift
160%
2440
2440
2440
1/24/12
4:42 PM
Page 17
GBC
Simpson
Stock No.
GBC
GH
ESR-2605
Toward Anchors
Gable Brace Angle
40°-45°
46°-60°
635
570
100%
2000
GH48-8
GH66-6 *
2000
4000
GH66-8 *
GH68-6 *
GH68-8 *
GLB5B
GLB5C
GLB5D
GLB7A
GLB7B
GLB7C
GLB7D
Gable Brace Angle
40°-45°
46°-60°
425
2000
2000
325
125%
2000
2000
2000
2000
4000
4000
4000
4000
4000
4000
GLB
Simpson
Stock No.
GLB5A
Away from Anchors
ESR-2616
Simpson
Stock No.
GH46-6
GH46-8
GH48-6
F2 (160%)
4000
ESR-2616
Wood Bearing
Masonry
@375 psi
100%
13125
@ 560psi
100%
14350
21000
16875
20250
22960
14350
17220
15750
18375
23625
27000
17220
20090
20090
22960
HC520
USP
Stock No.
HC520
KGH
2031C
Toward Anchors
Gable Brace Angle
40°-45°
450
450
KGH48-8
KGH66-6
KGH66-8
2050
2035
2035
KGLB
USP
Stock No.
KGLB5A
KGLB5B
KGLB5C
KGLB5D
KGLB7A
KGLB7B
Gable Brace Angle
40°-45°
46°-60°
450
450
ESR-1280
100%
2050
KGH68-6
KGH68-8
Away from Anchors
46°-60°
USP
Stock No.
KGH46-6
KGH46-8
KGH48-6
F2 (160%)
2050
2050
125%
2050
2050
2050
2050
2035
2035
2035
2035
2035
2035
ER-2725
Wood Bearing
Masonry
@375 psi
100%
11790
@ 560psi
100%
11790
18860
15525
18630
18860
15525
18630
14145
16505
KGLB7C
21735
KGLB7D
24840
14145
16505
21735
24840
USP2192-121
17
1/24/12
4:42 PM
Page 18
GLBT
Simpson
Stock No.
GLBT512
GLBT520
GLBT620
5-1/8
15070
6-3/4
19845
8-3/4
25725
10-3/4
31605
39375
48750
15070
18655
19845
24570
25725
31850
31605
39130
29250
31500
39000
GLT4
GLT5
GLT6
GLT7
18
18655
15070
18655
24570
19845
24570
31850
25725
31850
39130
31605
39130
Bolt Loads
Horizontal
Floor
100%
9790
9840
9840
13080
13080
14040
14040
Design Loads (Lbs) - Each Side
Based on 560 psi wood bearing
Roof
115%
125%
9965
10080
10005
10115
10005
10115
13080
13080
13080
13080
14040
14040
14040
14040
160%
8260
USP
Stock No.
KGLBT512
8260
8260
KGLBT616
KGLBT520
KGLBT620
32145
27200
32145
8260
8260
8260
Uplift
160%
1745
1745
1745
1745
1745
1745
1745
Design Load
115%
8165
8165
8165
8165
8165
8165
8165
8165
8165
8165
Roof
29250
27200
Wood Bearing on Beam Width
5-1/8
12965
6-3/4
17080
8-3/4
22140
10-3/4
27200
15325
12965
15325
20185
17080
20185
26165
22140
26165
32145
27200
32145
15325
12965
20185
17080
125%
8165
8165
8165
8165
8165
Uplift
1745
1745
KGLT5
1745
1745
1745
32145
27200
KGLT4
KGLT6
Bolt Loads
Horizontal
160%
9870
9870
9870
9870
9870
9870
ESR-1280
Design Loads (Lbs) - Each Side
Based on 560 psi wood bearing *
Floor
Roof
USP
100%
115%
125%
Stock No.
KGLS35
10275
10505
10655
KGLS37
10275
10505
10655
KGLS39
10275
10505
10655
KGLS55
14710
14980
15160
KGLS57
15875
16105
16255
KGLS77
20425
20655
20805
KGLS79
20425
20655
20805
*Design values are not published in ESR-1280.
USP
Stock No.
KGLT3
160%
26165
22140
KGLT
100%
KGLBT612
KGLBT516
Design Load
KGLS
ESR-2615
Floor
ER-2725
Masonry
@375 psi
100%
24750
ESR-2615
GLT
Simpson
Stock No.
GLT3
Masonry
@375 psi
100%
23625
GLS
Simpson
Stock No.
GLS3-5
GLS3-7
GLS3-9
GLS5-5
GLS5-7
GLS7-7
GLS7-9
KGLBT
ESR-2616
Design Load
Uplift
160%
2440
2440
2440
2440
2440
2440
2440
ESR-1280
Design Load
Floor
100%
115%
7545
7815
7545
7545
7545
7815
7815
7815
KGLT7
7545
7815
*Uplift loads are not listed in ESR-1280
Roof
125%
7995
7995
7995
7995
7995
Uplift *
160%
2870
2870
2870
2870
2870
GLBT612
GLBT516
GLBT616
1/24/12
4:42 PM
Page 19
GLTV
HLBH
KGLT
PHXU
ESR-2615
LVL
PSL
Design Load
LSL
DF-L / SP
SPF
Uplift
5145
7000
7000
5750
5750
5750
5750
Simpson
Stock No.
GLTV3.56/9.25
100%
100%
100%
100%
100% 160%
GLTV3.511
GLTV3.512
7500
7500
7500
7500
7400
7400
7400
7400
5750
5750
5750
5750
7000
7000
5145
5145
GLTV3.56/18.75
GLTV3.520
7500
7400
7500
7500
7500
7400
7400
7400
GLTV3.59
GLTV3.56/11.25
GLTV3.514
GLTV3.516
GLTV3.518
GLTV5.50/9.25
GLTV5.59
GLTV5.50/11.25
GLTV5.511
GLTV5.512
GLTV5.514
GLTV5.516
GLTV5.518
GLTV5.520
GLTV5.50/18.75
GLTV49.25-2
GLTV49.5-2
GLTV411.25-2
GLTV411.88-2
GLTV414-2
GLTV416-2
GLTV418-2
GLTV420-2
GLTV422-2
GLTV424-2
GLTV426-2
GLTV428-2
GLTV430-2
GLTV432-2
7500
7500
7500
7500
7500
7500
7500
7500
7500
7500
7500
7500
7500
7500
7500
7500
7500
7500
7500
7500
7500
7500
7500
7500
7500
7500
7400
7400
7400
7400
7400
7400
7400
7400
7400
7400
7400
7400
7400
7400
7400
7400
7400
7400
7400
7400
7400
7400
7400
7400
7400
7400
5750
5750
5750
5750
5750
5750
5750
5700
5750
5750
5750
5750
5750
5750
5750
5750
5750
5750
5750
5750
5750
5750
5750
5750
5750
5750
ESR-1831
ESR-1280
ESR-2104
LVL
PSL
Design Load
LSL
DF-L / SP
SPF
Uplift
3590
1290
3590
3590
1290
1290
1640
USP
Stock No.
PHXU35925
100%
100%
100%
100%
100% 160%
5145
5145
1640
1640
PHXU35118
PHXU3512
6650
6650
6650
6650
5785
5785
6420
6420
5285
5285
3590
3590
7000
5145
1640
7000
7000
7000
5145
5145
5145
1640
1640
1640
7000
7000
7000
7000
7000
7000
7000
7000
7000
7000
7000
7000
7000
7000
7000
7000
7000
7000
7000
7000
7000
7000
7000
7000
7000
7000
5145
5145
5145
5145
5145
5145
5145
5145
5145
5145
5145
5145
5145
5145
5145
5145
5145
5145
5145
5145
5145
5145
5145
5145
5145
1640
1640
1640
1640
1640
1640
PHXU3595
PHXU35112
PHXU3514
PHXU3516
PHXU3518
KGLT4H1875
PHXU3520
1640
1640
PHXU55925
PHXU5595
1640
1640
PHXU5514
PHXU5516
1640
1640
1640
PHXU55112
PHXU55118
PHXU5512
PHXU5518
PHXU5520
1640
KGLT6H1875
PHXU71925
1640
1640
PHXU7114
PHXU7116
1640
1640
1640
1640
1640
1640
1640
1640
1640
-- --- --
PHXU7195
PHXU71112
PHXU71118
PHXU7118
PHXU7120
HLBH7122
HLBH7124
HLBH7126
HLBH7128
HLBH7130
HLBH7132
6650
6650
6650
6650
7545
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
7545
6650
6650
6650
6650
6650
6650
5785
5785
5785
5785
5785
5785
7545
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
7545
5785
5785
5785
5785
5785
5785
6650
6650
10620
5785
5785
10370
10620
10620
10370
10370
10620
10620
10620
10370
10370
10370
6420
6420
6420
6420
6420
6420
7545
6420
6650
6650
6650
6650
6650
6650
6650
6650
6650
7545
6650
6650
6650
6650
6650
6650
6650
6650
9600
9600
9600
9600
9600
9600
5285
5285
5285
5285
5285
5285
7545
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
7545
5285
5285
5285
5285
5285
5285
5285
5285
9600
9600
9600
9600
9600
9600
3590
3590
3590
6340
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
6340
3590
3590
3590
3590
3590
3590
3590
3590
8915
8915
8915
8915
8915
8915
USP2192-121
1290
1290
1290
1290
1290
2870
1290
1290
1290
1290
1290
1290
1290
1290
1290
1290
2870
1290
1290
1290
1290
1290
1290
1290
1290
1605
1605
1605
1605
1605
1605
19
1/24/12
4:42 PM
Page 20
H
Uplift
Simpson
Stock No.
F1
F2
160%
165
-- --
H2.5A
H2.5T
H3
600
545
455
110
135
125
110
145
160
RT7A
RT7
RT3A
H6
H7Z
950
985
-- -400
-- --- --
LFTA6
H10A
H10-2
H14
1140
760
1350
590
455
515
575
415
H4
H5
130
150
360
455
H8 *
H10
745
995
HS24
RT16A
RT16-2
RT16A
640 1
2610
2610
PHXU3514
PHXU3516
6650
6650
3590
3590
3590
1290
1290
1290
HB3.56/14
HB3.56/16
5815
5815
HB3.56/22
HB3.56/24
HB3.56/26
HB3.56/28
HB3.56/30
HB5.50/9.25
HB5.50/9.5
HB5.50/11.25
HB5.50/11.88
HB5.50/12
HB5.50/14
HB5.50/16
HB5.50/18
HB5.50/20
HB7.12/9.25
HB7.12/9.5
5815
5815
5815
5815
5815
5815
5815
5815
5815
5815
5815
5815
5815
5815
5815
5815
5640
5640
5640
5640
5640
5640
5640
5640
5640
5640
5640
5640
5640
5640
5640
5640
6395
6395
6395
6395
6395
6395
6395
6395
6395
6395
6395
6395
6395
6395
6395
6395
6395
6395
5650
5650
5650
5650
5650
5650
5650
5650
5650
5650
5650
5650
5650
5650
5650
5650
5650
5650
3820
3820
3820
3820
3820
3820
3820
3820
3820
3820
3820
3820
3820
3820
3820
3820
3820
3820
ESR-2104
Design Load
5285
5285
5285
2610
2610
2610
3820
3820
ESR-1831
6420
6420
6420
3820
3820
3820
5640
5640
800
5785
5785
5785
5650
5650
5650
5815
5815
800
645
415
645
6650
6650
6650
6395
6395
6395
HB3.56/18
HB3.56/20
665
800
655
800
2610
2610
5640
5640
5640
5650
5650
215
645
Uplift
160%
5815
5815
5815
6395
6395
215
800
SPF
100%
Uplift
160%
5640
5640
775
1380
DF-L / SP
100%
SPF
100%
HB3.56/11.25
HB3.56/11.88
HB3.56/12
90
-- --
LSL
100%
DF-L / SP
100%
3820
3820
700
-- --
1380
1160
1380
RT6
215
265
PSL
100%
LSL
100%
5650
5650
215
265
LVL
100%
PSL
100%
6395
6395
210
195
190
195
195
USP
Stock No.
PHXU35925
PHXU3595
LVL
100%
5640
5640
210
195
190
HLBH
PHXU
Simpson
Stock No.
HB3.56/9.25
HB3.56/9.5
5815
5815
670
585
610
195
195
RT20 is available in Triple Zinc G-185 as a special order item.
1
ESR-1866
Design Load
160%
340
195
1210
1200
RT20
RT8A
RT16A
F2
160%
500
195
410
540
1
285
395
265
F1
160%
530
585
585
585
RT4
RT5
-- -275
590 1
Uplift
RT10
RT7
160
200
75
590
605 1
Allowable loads without slant nailing.
*No ICC-ES or IAPMO-ES Code Listing
HB
55
150
165
115
ESR-2104
160%
485
-- --
H2A
H2.5
ESR-1465
USP
Stock No.
RT15
RT10
160%
585
335
H1
H2
1
RT
LFTA
ESR-2613, ER-112
2610
2610
2610
2610
2610
2610
2610
PHXU35112
PHXU35118
PHXU3512
PHXU3518
PHXU3520
PHXU3522
PHXU3524
PHXU3526
PHXU3528
PHXU3530
2610
2610
PHXU55925
PHXU5595
2610
2610
PHXU5512
PHXU5514
2610
2610
2610
2610
2610
2610
2610
PHXU55112
PHXU55118
PHXU5516
PHXU5518
PHXU5520
PHXU71925
PHXU7195
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
6420
6420
6420
6420
6420
6420
6420
6420
6420
6420
6420
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
1290
1290
1290
1290
1290
1290
1290
1290
1290
1290
1290
1290
1290
1290
1290
1290
1290
1290
1290
1290
1290
1290
20
1/24/12
4:42 PM
Page 21
HB
HLBH
PHXU
ESR-1866
Design Load
Simpson
Stock No.
HB7.12/11.25
HB7.12/11.88
HB7.12/14
LVL
100%
PSL
100%
LSL
100%
DF-L / SP
100%
SPF
100%
Uplift
160%
HB7.12/20
HB7.12/22
HB7.12/24
5815
5815
5815
5815
5815
5640
5640
6395
6395
5650
5650
3820
3820
2610
2610
HB7.12/16
HB7.12/18
HB7.12/26
HB7.12/28
HCA
5815
5815
5815
5815
5815
HCA7-5
HCA7-6
HCA7-7
3/4
3/4
3/4
HCA9-6
HCA9-7
HCA9-9
HCA11-5
HCA11-6
HCA11-7
HCA11-9
5640
5640
5640
5640
5640
HCST
HCSTR
Simpson
Stock No.
HCST2
HCST3
HCST4
HCSTR2
HCSTR3
HCSTR4
6395
6395
5650
5650
5650
3820
3820
3820
3820
3820
3820
5650
5650
3/4
3/4
3/4
3/4
3/4
3/4
3/4
3/4
3/4
3/4
3/4
Per Beam
H1
Roof
(Inches)
125%
16
20
14350
17220
19
24
30
18900
22680
26460
25
36
3820
3820
2610
2610
2610
PSL
100%
LSL
100%
DF-L / SP
100%
SPF
100%
Uplift
160%
2610
2610
2610
PHXU7120
HLBH7122
HLBH7124
6650
6650
6650
10620
10620
5785
5785
6650
6650
5285
5285
3590
3590
1290
1290
2610
2610
Per Beam
H1
Roof
(Inches)
125%
20090
25830
40
22
40
26
34
40
40
15
18
22
18900
22680
26460
KHC75
KHC76
KHC77
20090
25830
34020
24500
29400
34300
40
20
25
37925
29615
43975
30100
36120
32
40
42140
43975
DF / SP Design Load
No Code Listing
Design Load
F1
160%
9725
14170
18770
9725
14170
18770
No Code Listing
KHC57
KHC59
KHC79
KHC95
KHC96
KHC97
KHC99
KHC115
KHC116
KHC117
KHC119
6650
6650
6650
10620
10620
5785
5785
5785
F1
160%
300
USP
Stock No.
HHCP2
KHCST
KHCSTR
USP
Stock No.
KHCST2
KHCST3
KHCST4
KHCST2R
KHCST3R
KHCST4R
6650
6650
6650
5785
10370
10370
6650
9600
9600
10370
10370
9600
9600
5285
5285
5285
3590
3590
3590
5285
9600
9600
1290
1290
1290
3590
8915
8915
9600
9600
1290
1605
1605
8915
8915
1605
1605
ESR-1280
Design Load (560 psi)
2 Rotation Bolts
3 Rotation Bolts
Bolt
Dia.
3/4
3/4
3/4
3/4
3/4
3/4
3/4
3/4
3/4
3/4
3/4
3/4
3/4
3/4
3/4
3/4
Per Beam
Min H
Roof
(Inches)
125%
17-1/2
22-3/4
14350
17220
20-3/4
27-1/2
35-1/2
18900
22680
26460
28-3/4
43-1/2
20090
25830
55
24-3/4
34020
24500
33-1/2
43-3/4
29400
34300
69-1/4
27-1/4
37-1/4
44100
30100
36120
49-1/4
78-1/4
HHCP
ESR-2551
Uplift
160%
645
KHC
14350
17220
22
27
29615
30100
36120
HLBH7126
HLBH7128
13
16
33
17
29400
34300
PHXU7116
PHXU7118
USP
Stock No.
KHC55
KHC56
19
27
29615
24500
29
37
HCP
Simpson
Stock No.
HCP2
6395
6395
6395
5650
5650
5650
LVL
100%
ESR-2607
Bolt
Dia.
3/4
3/4
HCA7-9
HCA9-5
6395
6395
6395
ESR-2104
Design Load
USP
Stock No.
PHXU71112
PHXU71118
PHXU7114
Design Load (560 psi)
2 Rotation Bolts
3 Rotation Bolts
Simpson
Stock No.
HCA5-5
HCA5-6
HCA5-7
HCA5-9
5640
5640
5640
ESR-1831
42140
54180
Per Beam
Min H
Roof
(Inches)
125%
14
17-1/2
14350
17220
16
20-3/4
26-1/4
18900
22680
26460
21-3/4
32
20090
25830
40
18-3/4
34020
24500
24-3/4
32
29400
34300
49-3/4
20-1/4
27
44100
30100
36120
35-1/4
55-1/4
42140
54180
ESR-1465
Uplift
160%
800
DF / SP Design Load
F1
160%
370
ESR-1280
Design Load
F1
160%
9950
14500
20145
9950
14500
20145
ESR-1280
USP2192-121
21
1/24/12
4:42 PM
Page 22
HD
HDB
Simpson
Stock No.
HD5B
HD7B
HD9B
HD12
HD19
No Code Listing
Min Wood
Thickness
(inches)
1-1/2"
3"
3-1/2"
5-1/2"
3"
3-1/2"
5-1/2"
3"
3-1/2"
5-1/2"
3"
3-1/2"
5-1/2"
3"
3-1/2"
4-1/2"
5-1/2"
3"
3-1/2"
5-1/2"
HDQ
Simpson
Stock No.
HDQ8-SDS3
HDQ8-SDS3
HDQ8-SDS3
Design Load
DF / SP
Deflection
Min Wood
Thickness
(inches)
3
3
3-1/2
0.156
3130
3130
3130
0.120
0.120
0.120
4505
4935
Simpson
Stock No.
HDU2-SDS2.5
HDU4-SDS2.5
HDU5-SDS2.5
HDU8-SDS2.5
TDX2-TZ
0.156
0.150
4935
6645
7310
7345
-- -0.159
0.178
-- -11775
0.177
0.162
-- --- -0.137
Design Load
160%
5715
5715
7630
DF-L / SP
∆ (in)
0.064
0.064
0.094
Design Load
DF / SP
Deflection
160%
3075
4565
5645
∆ (in)
3
5980
0.084
HDU11-SDS2.5
5-1/2
9535
0.137
HDU14-SDS2.5
7-1/4
14375
0.177
0.088
0.114
0.115
3"
3-1/2"
5-1/2"
3"
3-1/2"
5-1/2"
3"
3-1/2"
5-1/2"
TDX14
-- -0.171
13335
15510
-- --- -19070
Min Wood
Thickness
(inches)
1-1/2"
TDX10
0.154
0.155
-- -7740
9920
ER-0200
No Code Listing
TDX6
0.150
0.142
ESR-2330
Min Wood
Member
Thickness (in)
3
3
3
USP
Stock No.
∆ (in)
160%
1895
ESR-2330
HDU
22
TD
TDX
ER-143
TD15
1
∆ (in)
160%
1910
0.15
2345
3130
3130
0.167
0.140
0.140
5355
7845
0.182
5320
5355
0.180
0.182
0.181 1
7845
7845
3"
3-1/2"
5-1/2"
11995
13075
13075
4-1/2"
5-1/2"
3"
3-1/2"
5-1/2"
16550
16550
14505
16845
17755
3"
3-1/2"
TD12
Design Load
DF / SP
Deflection
0.181 1
0.181 1
0.170 1
0.181 1
0.181 1
0.132
0.142
12070
13960
0.185
0.185
0.167
0.178
0.202
Deflections derived from static, monotonic load tests of devices connected to a steel jig.
PHD
UPHD
USP
Stock No.
PHD5A
PHD8
UPHD8
PHD
UPHD
USP
Stock No.
PHD2A
PHD4A
PHD5A
PHD5A
PHD8
UPHD8
UPHD9
UPHD11
UPHD11
UPHD14
ER-0200
ER-0200
Min Wood
Thickness
(inches)
3
3
3-1/2
Design Load
160%
6525
8185
9165
DF-L / SP
∆ (in)
0.135
0.062
0.075
ER-0200
ER-0200
Min Wood
Member
Thickness (in)
3
3
3
3
3
3-1/2
5-1/2
5-1/2
5-1/2
5-1/2
Design Load
DF / SP
Deflection
160%
3215
5215
6525
6525
8185
9165
11270
14395
14395
16695
∆ (in)
0.155
0.137
0.135
0.135
0.062
0.157
0.057
0.077
0.077
0.082
HD3B
1/24/12
4:42 PM
Page 23
HETA
Simpson
Stock No.
HETA12
HETA16
HETA20
HETA24
HETA40
Uplift
SP Design Load
F1
1810
1810
415
415
160%
1085
HETAL16
HETAL20
Simpson
Stock No.
HGLBA
HGLBB
HGLBC
HGLBD
160%
1100
1100
1100
DF / SP Design Load
F1
F2
160%
160%
695
850
1165
1005
940
1105
F3
160%
-- --- --
Floor
100%
7885
7885
Design Loads
115%
Roof
8265
8265
125%
8520
8520
Uplift
160%
1745
1745
ESR-2616
Masonry
@375 psi
100%
18750
22500
26250
30000
Design Load
5-1/8
14350
17220
20090
22960
6-3/4
18900
22680
26460
30240
8-3/4
24500
29400
34300
39200
Bolt Loads
Horizontal
160%
8260
8260
8260
8260
590
590
660
660
USP
Stock No.
DTC
Uplift
SP Design Load
F1
1825
1825
840
840
160%
1825
DTC
DTC
PHG
160%
1290
1290
1290
ESR-1280
125%
580
650
650
650
ESR-1465
DF / SP Design Load
F1
F2
160%
160%
Uplift
160%
1285
915
1320
1075
1565
1110
F3
160%
835
740
Floor
100%
USP
Stock No.
KHGB5
KHGB7
7530
7530
KHGLB
KHGLBB
KHGLBC
KHGLBD
F2
160%
840
Roof
USP
Stock No.
HGA10KT
HGAM10KT
USP
Stock No.
KHGLBA
660
660
660
KHGB
ESR-2615
1600
1615
F2
160%
HTA20
1
1615
590
HTA24
1
1615
590
HTA48
1
1615
590
HGA
HGAM
Uplift
160%
1
1
PHG34
PHG36
690
725
DF / SP Design Load *
Uplift
F1
160%
160%
No. of
Plys
USP
Stock No.
HTA12
HTA16
USP
Stock No.
PHG24
PHG26
125%
580
635
HGB
HGLB
F2
ESR-2607
HGA
HGAM
Simpson
Stock No.
HGB5
HGB7
160%
415
NER-608
DTC
Roof
HF34N
HF36N
Simpson
Stock No.
HGA10KT
HGAM10KTA
F2
160%
725
725
725
725
725
Simpson
Stock No.
HETAL12
Simpson
Stock No.
HF24N
HF26N
SP Design Load
Uplift
F1
160%
160%
1520
340
1810
340
1810
340
1810
340
1810
340
No. of
Plys
1
1
1
1
1
HETAL
HFN
HTA
No ICC-ES Code Listing
Design Loads
115%
Roof
7985
7985
125%
8290
8290
Uplift
160%
2440
2440
ER-2725
Masonry
@375 psi
100%
18750
22500
26250
30000
Design Load *
5-1/8
11790
14145
16505
18860
6-3/4
15525
18630
21735
24840
8-3/4
20125
24150
28175
32200
Bolt Loads
Horizontal
160%
9870
9870
9870
9870
USP2192-121
23
1/24/12
4:42 PM
Page 24
HGLS
Simpson
Stock No.
HGLS5
Floor
100%
16835
115%
16835
16835
16835
HGLT
Roof
16835
16835
Uplift
160%
2330
125%
16835
16835
16835
2330
2330
Floor
100%
11590
HGLT7
HGLT9
11930
12750
Design Loads
Roof
115%
11755
11590
11930
11930
160%
1745
11865
12750
12750
12455
12750
HGLTV
Uplift
125%
11865
11755
12455
12455
Design Load - Each Side *
Floor
Roof
USP
100%
115%
Stock No.
KHGLS5
20685
20990
KHGLS7
20985
21615
KHGLS9
20985
21615
KHGLT
ESR-2615
Simpson
Stock No.
HGLT3
HGLT4
HGLT5
HGLT6
Design Load - Each Side
ESR-1280
1745
1745
1745
12750
12750
1745
1745
USP
Stock No.
KHGLT3
KHGLT4
KHGLT5
21195
22035
22035
3250
3250
3250
ESR-1280
Design Loads *
Roof
Floor
100%
11990
115%
12255
11990
11990
125%
12405
12525
12525
12885
12885
KHGLT6
11990
12525
KHGLT7
11990
12525
KHGLT9
13390
13400
HLBH
KHGLT
ESR-2615
Uplift
160%
125%
Uplift
160%
2440
2440
2440
12885
12885
13400
2440
2440
2440
ESR-1831
ESR-1280
Simpson
Stock No.
HGLTV3.56/9.25
HGLTV3.59
Design Load
DF / SP
LVL++ PSL LSL
100% 100% 100%
100%
10500 9485 9000
8665
10500 9485 9000
8665
Uplift++
100% 160%
6770 1640
6770 1640
USP
Stock No.
HLBH35925
HLBH3595
Design Load
LSL DF / SP++ SPF
100% 100% 100%
100%
100%
10620 10565 9600
9600
8915
10620 10565 9600
9600
8915
HGLTV3.512
HGLTV3.514
10500
10500
9485
9485
9000
9000
8665
8665
6770
6770
1640
1640
HLBH3512
HLBH3514
10620 10565
10620 10565
9600
9600
HGLTV3.56/18.75
HGLTV3.520
10500
10500
7800
9485
9000
9000
8665
8665
6770
6770
1640
1640
10620 10565
10620 10565
9600
9600
10620 10565
10620 10565
9600
9600
HGLTV3.56/11.25
HGLTV3.511
HGLTV3.516
HGLTV3.518
HGLTV5.59
HGLTV5.511
HGLTV5.512
HGLTV5.514
HGLTV5.516
HGLTV5.518
HGLTV5.50/18.75
HGLTV5.520
HGLTV411.25-2 *
HGLTV411.88-2 *
HGLTV414-2 *
HGLTV416-2 *
HGLTV418-2 *
10500
10500
10500
10500
10500
10500
10500
10500
10500
10500
10500
10500
10500
10500
10500
10500
10500
9485
9485
9485
9485
9485
9485
9485
9485
9485
9485
9485
9485
9485
9485
9485
9485
9485
9000
9000
9000
9000
9000
9000
9000
9000
9000
9000
9000
9000
9000
9000
9000
9000
9000
8665
8665
8665
8665
8665
8665
8665
8665
8665
8665
8665
8665
8665
8665
8665
8665
8665
++LVL header values and Uplift are not listed in ESR-2615
SPF
6770
6770
6770
6770
6770
6770
6770
6770
6770
6770
6770
6770
6770
6770
6770
6770
6770
1640
1640
1640
1640
1640
1640
1640
1640
1640
1640
1640
1640
1640
1640
1640
1640
1640
HLBH35112
HLBH35118
HLBH3516
HLBH3518
KHGLT4H1875
HLBH3520
HLBH5595
HLBH55118
HLBH5512
HLBH5514
HLBH5516
HLBH5518
KHGLT6H1875
HLBH5520
HLBH71112
HLBH71118
HLBH7114
HLBH7116
HLBH7118
LVL
PSL
10620 10565
10620 10565
9600
9600
9600
9600
9600
9600
8915
8915
8915
8915
1420
1605
8915
8915
10490
10620 10565
10620 10565
9600
9600
8915
8915
9600
9600
8915
8915
10620 10565 9600
10490 10490 10490
10620 10565 9600
9600
10490
9600
8915
10490
8915
10620 10370
10620 10370
9600
9600
8915
8915
10620 10370
10620 10370
9600
9600
10620 10370
9600
9600
9600
++DF-L/SYP header values are not listed in ESR-1831
9600
9600
9600
1420
1420
1420
1420
9600
9600
10490
9600
9600
160%
1420
1420
8915
8915
10620 10565 9600
10620 10565 9600
10490 10490 10490
9600
9600
Uplift
8915
8915
8915
1420
1420
2440
1605
1605
1605
1605
1605
2440
1605
1605
1605
1605
1605
1605
24
HGLS7
HGLS9
KHGLS
ESR-2615
1/24/12
4:42 PM
Page 25
HGLTV
Simpson
Stock No.
HGLTV420-2 *
HGLTV7.12/22 *
HGLTV7.12/24 *
HGLTV426-2 *
HGLTV428-2 *
HGLTV430-2 *
HGLTV432-2 *
LVL++ PSL LSL
100% 100% 100%
10500 9485 9000
10500
10500
10500
10500
10500
10500
9485
9485
9485
9485
9485
9485
9000
9000
9000
9000
9000
9000
DF / SP
100%
8665
8665
8665
8665
8665
8665
8665
++LVL header values and Uplift are not listed in ESR-2615
HGT
Simpson
Stock No.
HGT-2
6770
6770
6770
6770
6770
6770
1640
1640
1640
1640
-- --- --
Floor
HGUS210-2
HGUS26-3
9100
4355
100%
4360
6745
4355
7460
7460
9100
115%
4885
6970
125%
5230
7125
9100
4875
9100
5230
4875
7460
7460
9100
5230
7460
7460
9100
Uplift
9100
9600
Design Load
DF-L / SP
160%
9790
9860
9860
ESR-1881
Roof
THDH46
THDH48
3915
6535
4505
7515
4895
7835
2605
3185
4095
5045
5515
THDH26-2
THDH28-2
THDH28-3
THDH210-3
THDH6710
THDH6712
THDH6714
4095
5045
THDH410
THDH412
5045
5515
4095
THDH612
THDH614
THDH3210
10100
9100
10100
9100
10100
9100
5515
4095
HGUS3.25/12 *
9600
9600
9600
5045
9600
10100
9100
1605
5180
5795
HGUS414
HGUS5.50/10 *
9600
10100
9100
8915
9935
11645
2155
3235
9100
9600
9600
9935
11645
5230
7460
9600
9935
11645
4875
7460
9600
10100
9100
10620 10370
THDH212-3
THDH214-3
3235
4095
4355
7460
HGUS5.50/12 *
HGUS5.50/14 *
HGUS3.25/10 *
HLBH7132
++DF-L/SYP header values are not listed in ESR-1831
1605
1605
8260
3915
HGUS46
HGUS48
9100
9600
8915
8915
9600
9600
9600
9600
THDH210-2
THDH26-3
5045
5515
HGUS410
HGUS412
9600
9600
9600
9600
4095
2155
2155
3235
9600
10100
9100
9600
10100
1605
1605
10620 10370
10620 10370
10620 10370
10620 10370
Floor
9600
10100
9100
9600
10100
8915
8915
HLBH7128
HLBH7130
HLBH7124
HLBH7126
160%
1605
1605
USP
Stock No.
THDH26
THDH28
9600
10100
9100
9600
10100
Uplift
160%
1765
3015
HGUS212-3
HGUS214-3
HGUS210-4
HGUS212-4
HGUS214-4
SPF
100%
8915
8915
THDH
ESR-2549
Roof
PSL
100%
9600
9600
HUGT3
HUGT4
10530
9250
Simpson
Stock No.
HGUS26
HGUS28
LVL
100% 100% 100%
10620 10370 9600
10620 10370 9600
USP
Stock No.
HUGT2
160%
10980
ESR-1831
Design Load
Load
Design
LSL DF / SP++
USP
Stock No.
HLBH7120
HLBH7122
HUGT
Design Load
DF-L / SP
HGUS
HGUS28-3
HGUS210-3
SPF Uplift++
100% 160%
6770 1640
ESR-2613, ESR-2616
HGT-3
HGT-4
HGUS26-2
HGUS28-2
HLBH
ESR-2615
Design Load
THDH414
THDH610
THDH3212
100%
3915
6770
3915
6535
6770
8725
8260
9845
9845
8260
9845
9845
8725
9935
11645
8260
9845
115%
4505
7395
125%
4895
7395
8260
4505
8260
4795
4505
7515
7785
9855
8260
9845
9845
9010
9845
9845
9855
9935
11645
8260
9845
4795
8025
8025
9855
8260
9845
9845
9010
9845
9845
9855
9935
11645
8260
9845
Uplift
160%
2340
4370
2235
2665
3490
2235
2665
4565
3490
5225
6810
3970
5225
6810
4565
5180
5795
3490
5960
USP2192-121
25
1/24/12
4:42 PM
Page 26
HGUS
HGUS6.88/14 *
HGUS7.25/10 *
10100
9100
Roof
100%
9100
HGUS5.25/12 *
HGUS6.88/10 *
HGUS6.88/12 *
9600
9100
9600
HGUS7.25/12 *
HGUS7.25/14 *
125%
9100
10100
9100
10100
9100
9600
9100
9600
9600
10100
HH
115%
9100
9600
10100
F1
115%
100%
1195
1595
1195
1595
Floor
100%
HHB610 *
HHB612
HHB614
4185
6235
6235
HHB814
HHB816
4185
5135
5135
4185
6235
6235
6235
6235
6105
6105
HHB51
6105
HHB71
HHB31
1
USP
Stock No.
THDH610
5515
4095
THDH6714
THDH7210
9845
8260
5045
4095
5045
9600
10100
5045
5515
F2
F3
125%
160%
160%
1195
1595
710
1065
710
1065
F4
160%
115%
Roof
4185
5135
1085
1085
Uplift
160%
5135
4185
1165
580
5135
4185
4185
6235
6235
4185
6235
6235
6235
6235
6235
6235
6235
6235
6235
6235
6235
6235
6235
6235
6235
6235
Simpson
Stock No.
HHDQ11-SDS2.5
HHDQ14-SDS2.5
26
11810
13015
9845
9010
9845
9010
9935
8260
9845
9845
9845
F1
115%
100%
1240
1655
1430
1905
1745
∆ (in)
0.131
0.107
4880
5175
5475
5335
5335
5335
Roof
5230
5410
UPHD
USP
Stock No.
UPHD11
UPHD14
1100
1100
125%
Uplift
160%
6210
3825
4565
1625
955
1430
5465
5410
5230
5410
5465
5410
5915
5335
6210
5335
5335
5335
5335
5335
5275
5505
5275
5505
5275
5505
KHHB71
*Uplift values are not published in ESR-1280
1
KHHB values are based on 625 psi wood bearing
KHHB31
KHHB51
685
1325
ESR-1280
4880
5175
1745
1745
885
1150
F4
160%
ESR-2104
HDO612
HDO614
KHW814
KHW816
5225
6810
ESR-1781
580
1745
1745
1745
1745
6810
3970
9845
9845
1500
2070
5915
3825
4565
HDO616
KHW812
160%
4565
5180
3490
5225
F2
F3
125%
160%
160%
5475
3825
4565
1745
1745
Uplift
ESR-1280
580
1165
HDO416
HDO68
HDO610
9935
8260
9845
9845
9845
115%
Design Load
DF / SP
Deflection
160%
125%
9855
Floor
100%
ESR-2330
Min Wood
Member
Thickness (in)
5-1/2
7-1/4
THDH7212
THDH7214
115%
9855
USP
Stock No.
HDO412
HDO414
HHB vaues are based on 560 psi wood bearing.
HHDQ
9935
8260
9845
HDO
KHW
KHHB
125%
4185
5135
THDH612
THDH6710
THDH6712
USP
Stock No.
HH44
HH66
Roof
100%
8725
HH
ESR-2615
Simpson
Stock No.
HHB412
HHB414
HHB616
HHB812
160%
4095
Floor
Uplift
ESR-2606
HHB
HHB416
HHB68 *
9600
9100
9600
ESR-1881
5655
5655
5655
1220
1625
1430
1710
1905
-- --- --- --
2440 *
2440 *
2440 *
ER-0200
Min Wood
Member
Thickness (in)
5-1/2
5-1/2
DF / SP
160%
14395
16695
Design Load
Deflection
∆ (in)
0.077
0.082
Simpson
Stock No.
HGUS5.25/10 *
Floor
Simpson
Stock No.
HH4
HH6
THDH
ESR-2549
1/24/12
4:42 PM
Page 27
HHUS
THD
ESR-2549, ESR-2552
Simpson
Stock No.
HHUS26-2
Floor
HHUS46
HHUS48
HHUS410
2790
4210
5635
Roof
100%
2785
HHUS28-2
HHUS210-2
4210
5635
HHUS210-3 *
HHUS5.50/10 *
115%
3155
125%
3405
3160
4770
6380
3410
5140
6880
6380
6880
4770
6380
5635
5635
HHUS7.25/10 *
5635
*Not listed in ESR-2549 or ESR-2552
HIT
Uplift
160%
1550
5140
6880
6380
6380
2000
4000
1550
2000
3735
6880
6880
4000
3735
3735
Simpson
Stock No.
HIT318
HIT320
PSL
100%
Design Load
LSL
DF-L / SP
100%
100%
SPF
100%
Uplift
160%
HIT326
HIT418
2550
2550
2550
2550
2220
2220
2500
2500
1950
1950
315
315
HIT322
HIT324
HIT420
HIT422
HIT424
HIT426
HIT3518
HIT3520
HIT3522
2550
2550
2550
2550
2550
2550
2550
2220
2220
2220
2220
2220
2220
2220
2220
2220
2220
2220
HL
Simpson
Stock No.
2500
2500
2875
2875
2500
2500
2875
2875
2500
2500
2500
2500
2500
2500
2500
2875
2875
2875
2875
2875
2875
2875
2875
2875
1950
1950
1950
1950
1950
1950
1950
1950
1950
1950
1950
Allowable Loads
Floor
100%
THD410
THD210-3
5360
5660
F1
6160
6510
6510
6510
7080
7080
3410
3410
ESR-1831
ESR-1280
LVL
PSL
Design Load
LSL
DF-L / SP
SPF
Uplift
2345
2345
360 *
360 *
315
315
100%
1660
1660
315
315
TFI326
TFI418
3245
2560
2920
2235
2950
2265
3245
2560
2345
1660
315
315
315
315
315
315
315
TFI322
TFI324
BPH3520
TFI422
TFI424
TFI426
TFI3518
TFI3520
3245
3245
3430
3245
3245
3245
2560
2560
2920
2920
3510
2920
2920
2920
2235
2235
2950
2950
3775
2950
2950
2950
2265
2265
BPH3522
3430
3510
3775
USP
Stock No.
HL76
HL79
2115
2115
3800
3800
3810
3850
100%
2560
2560
KHL57
KHL43
2025
2025
2025
6700
7045
100%
2265
2265
1580
1580
1555
1555
1555
2285
2595
100%
2235
2235
910
1555
HL46
HL49
HL73
3175
4935
2285
2595
3810
100%
2560
2560
HL57
HL43
1580
1580
Uplift
160%
3175
4935
6700
2920
4540
5660
5660
125%
USP
Stock No.
TFI318
TFI320
1580
1580
1580
910
910
Roof
2920
4540
6160
2540
3950
THD610
THD7210
910
910
910
HL53
HL55
2540
3950
5360
THD46
THD48
KHL33
KHL35
KHL37
HL33
HL35
HL37
115%
KHL
No Code Listings
Uplift
USP
Stock No.
THD26-2
THD28-2
THD210-2
BPH
TFI
ESR-2615
LVL
100%
2550
2550
ESR-1781
KHL53
KHL55
KHL46
KHL49
KHL73
KHL76
KHL79
3245
3245
3430
3245
3245
3245
2560
2560
3430
3280
2345
2345
2345
1660
1660
3280
160%
360 *
360 *
360 *
360 *
1140
360 *
360 *
360 *
360 *
360 *
1140
No Code Listings
Uplift
Allowable Loads
F1
-- --- --- --
-- --- --- --
-- --- --
-- --- --
-- --- --- --- --- --- --- --
-- --- --- --- --- --- --- --
USP2192-121
27
1/24/12
4:42 PM
Page 28
HL
Simpson
Stock No.
1212HL
Tension
100%
1535
HM
HPA
Simpson
Stock No.
HPA28
HPA35
HSA
Simpson
Stock No.
HSA32
HSA41
HSA50
HSA59
HSA68
HST
Simpson
Stock No.
HST2
HST5
HST3
HST6
28
160%
1535
DF / SP Design Load
Uplift
100%
1535
160%
1535
100%
565
F1
Uplift
160%
595
F2
160%
425
ER-5708
Nailer
Size
2x Ledger
1-3/4 LVL & 3x Ledger
4x Ledger
2x Ledger
5420
5420
ESR-2607
6400
8330
10020
HPA
Uplift
160%
1395
USP
Stock No.
HPA28
HPA35
ESR-2105
100%
-- --
160%
-- --
Nailer
Size
Max Capacity
ESR-1280
Design Load
Tension
160%
2435
4810
7005
8920
10785
ESR-1280
DF / SP Design Load
Tension
160%
KHST3
KHST6
5250
10635
7920
15935
160%
480
Design Load *
Concrete
160%
5055
4x Ledger
Max Capacity
KHSA
USP
Stock No.
KHST2
KHST5
F1
F2
160%
630
4x Ledger
KHST
100%
-- --
DF / SP Design Load
F1
NER-505
KHSA3
KHSA4
KHSA5
DF / SP Design Load
Tension
160%
7680
15470
USP
Stock No.
RT16M
160%
-- --
160%
-- --
USP
Stock No.
KHSA1
KHSA2
2290
4520
5220
10650
Design Load
Concrete
4845
4845
5420
4x Ledger
Design Load
Tension
160%
160%
200
160%
4845
Tension
100%
-- --
RTM
DF / SP Design Load
F1
160%
565
USP
Stock No.
LH12-O
No Code Listing
DF / SP Design Load
Uplift
5055
5055
5425
5425
5425
Simpson
Stock No.
HM9KT
LH
No Code Listing
1/24/12
4:42 PM
Page 29
HSUR
HSUL
ESR-2549
Roof
115%
125%
2000
2000
3360
3610
4365
4695
2000
2000
3360
3610
4365
4695
2015
2025
2685
2890
3330
3330
3330
3330
2015
2025
2685
2890
2015
2025
2685
2890
3330
3330
3330
3330
2015
2025
2685
2890
3330
3330
3330
3330
Floor
100%
1785
2975
3870
1785
2975
3870
1785
2380
2975
3330
1785
2380
1785
2380
2975
3330
1785
2380
2975
3330
HSUR/L46
HSUR/L410
HSUR/L414
HSUR/L4.12/9 *
HSUR/L4.12/11 *
HSUR/L4.12/14 *
HSUR/L4.12/16 *
HSUR/L4.28/9 *
HSUR/L4.28/11 *
HSUR/L4.75/9 *
HSUR/L4.75/11 *
HSUR/L4.75/14 *
HSUR/L4.75/16 *
HSUR/L5.12/9 *
HSUR/L5.12/11 *
HSUR/L5.12/14 *
HSUR/L5.12/16 *
HT
Tension
100%
160%
2585
2585
2585
2585
HTS20
HTS24
HTS28
HTS30
HTS30C
DF / SP Design Load
Uplift
F1
100%
160%
100%
160%
2585
2585
2585
2585
815
815
815
815
No Code Listing
Plate
Size
2x4
DF / SP Design Load (160%)
Without Gap
With 1/4" Max Gap
F1
390
HTS
Simpson
Stock No.
HTS16
Uplift
160%
815
1300
1795
815
1300
1795
165
165
165
165
165
165
165
165
165
165
165
165
165
165
No Code Listings
HTC
Simpson
Stock No.
HTC
SKH_L/R
SKHH_L/R
ESR-2549
Simpson
Stock No.
HSUR/L26-2
HSUR/L210-2
HSUR/L214-2
Simpson
Stock No.
1212HT
1616HT
F2
305
F1
85
F2
280
SKHH46L/R
SKHH410L/R
SKHH414L/R
SKH2020L/R-2
SKH2024L/R-2
SKH2024L/R-2
SKH2024L/R-2
SKH2020L/R-2
SKH2024L/R-2
SKH2320L/R-2
SKH2324L/R-2
SKH2324L/R-2
SKH2324L/R-2
SKH2520L/R-2
SKH2524L/R-2
SKH2524L/R-2
SKH2524L/R-2
TH
10d
1260
USP
Stock No.
HTW16
1450
1450
1450
1450
HTW30
HTW30C
1450
1450
1450
No Code Listings
-- --- --
HTC
10d x 1-1/2
1150
1450
1450
1450
Uplift
160%
895
1345
1345
1345
2240
2240
1905
1905
1905
1905
1905
1905
1905
1905
1905
1905
1905
1905
1905
1905
DF / SP Design Load
Tension
Uplift
F1
100%
160%
100%
160%
100%
160%
USP
Stock No.
TH12-O
TH16-O
USP
Stock No.
HTC4
Roof
115%
125%
1930
2100
3220
3500
3220
3500
1930
2100
3220
3500
4185
4550
1915
2085
2190
2380
2190
2380
2190
2380
1915
2085
2190
2380
1915
2085
2190
2380
2190
2380
2190
2380
1915
2085
2190
2380
2190
2380
2190
2380
Floor
100%
1680
2800
2800
1680
2800
3640
1665
1905
1905
1905
1665
1905
1665
1905
1905
1905
1665
1905
1905
1905
USP
Stock No.
SKHH26L/R-2
SKHH210L/R-2
SKHH210L/R-2
-- --- --
-- --- --
-- --- --
-- --- --
-- --- --
Submitted to IAPMO-ES
Plate
Size
2x4
DF / SP Design Load (160%)
Without Gap
With 1/4" Gap
F1
255
HTW
ESR-2613
DF / SP Design Load
Uplift 160%
ESR-1781
No ICC-ES Code Listing
HTW20
HTW24
HTW28
F2
525
F1
55
F2
295
ESR-2104
DF / SP Design Load
Uplift 160%
10d x 1-1/2
1260
10d
1260
1530
1530
1530
1530
1530
1530
1530
1530
1530
1530
USP2192-121
29
1/24/12
4:42 PM
Page 30
HTSM
Simpson
Stock No.
HTSM16
HTSM20
HTWM
DF / SP Design Load
Uplift
160%
1175
1175
Tension 160%
USP
Stock No.
HTWM16
HTWM20
ER-130
HTT
Deflection
∆ (in)
DF / SP
SPF / HF
160%
3610
3105
0.086
HTT4
-- --- --- -4235
3640
0.123
4350
3740
0.120
HTT5
4670
4015
0.116
5295 **
4555
0.135
**Allowable tension load with a BP5/8-2 bearing plate washer installed in seat of HTT5.
Simpson
Stock No.
HTU
Simpson
Stock No.
HTU26
HTU26 (Min)
HTU26 (Max)
HTU28 (Min)
HTU28 (Max)
HTU210 (Min)
HTU210 (Max)
HTU26-2 (Min)
HTU26-2 (Max)
HTU28-2 (Min)
HTU28-2 (Max)
HTU210-2 (Min)
HTU210-2 (Max)
Floor
100%
2940
2940
2940
3820
3820
4355
4705
2940
2940
3820
3820
4705
4705
Floor
HU210
HU212
1190
1490
HUC24-2
HU26-2 (Min)
HU26-2 (Max)
HUC26-2 (Min)
HUC26-2 (Max)
Roof
115%
125%
3045
3045
3200
3200
3340
3600
3895
3895
4340
4680
4355
4355
5345
5760
3340
3600
3340
3600
4310
4310
4340
4680
4815
4815
5345
5760
100%
595
595
895
895
1785
2680
595
595
1190
1785
1190
1785
Roof
115%
670
670
125%
720
720
1345
1680
1445
1805
1005
1005
2015
3020
670
670
1345
2015
1345
2015
1085
1085
30
ER-0200
Tension 160%
DF / SP
2715
3295
4465
3225
4745
5430
USP
Stock No.
THD26
THD26
THD26
THD28
THD28
THD210
THD210
THD26-2
THD26-2
THD28-2
THD28-2
THD210-2
THD210-2
Uplift
160%
335
335
720
1445
2165
1445
610
610
610
1135
1135
1515
380
1135
760
1135
1
∆ (in)
SPF / HF
2335
2835
3840
2775
4080
4670
160%
0.095
0.098
0.143
0.088
0.122
0.141
Floor
100%
2485
2485
2485
3865
3865
5075
5075
2540
2540
3950
3950
5360
5360
Roof
115%
125%
2855
3060
2855
3060
2855
3060
3965
3965
3965
3965
5115
5115
5115
5115
2920
3175
2920
3175
4540
4935
4540
4935
6160
6700
6160
6700
Floor
100%
Roof
115%
125%
HD28
JL28IF-TZ
HD210
HD212
HD214
1130
1105
HD216
HD24-2
1690
2255
2560
1295
1215
2785
565
2925
650
HD26-2IF
HD26-2IF
565
830
565
1690
1690
1690
1690
Uplift
160%
650
950
705
1035
1945
2595
2660
2115
2730
2730
730
1065
1065
705
2095
2095
320
1140
1140
650
1945
1945
1945
1945
1410
1215
3015
705
2095
2095
HDIF inverted flange hangers have the same design loads as HD models.
Uplift
160%
2170
2170
2170
2330
2330
3095
3095
2285
2285
2595
2595
3810
3810
ESR-1781
USP
Stock No.
HD26
JL26IF-TZ
HD24-2IF
HD26-2
HD26-2
380
760
Deflection
ESR-1781
HD / HDIF1
JLIF
2165
3250
720
2165
DF / SP Design Load
Uplift
160%
1225
1225
THD
Uplift
160%
730
1250
1555
1235
2140
1330
3315
1515
2175
1530
3485
1755
4110
HUC concealed flange hangers have the same design loads as HU models.
1
HTT5
ESR-2552
Simpson
Stock No.
HU26
HUC26
HU214
HU216 *
HU24-2
HTT4
ESR-2549
HU / HUC1
HU28
HUC28
USP
Stock No.
290
730
730
730
1065
320
1140
1140
HTT
1/24/12
4:42 PM
Page 31
HU / HUC
1
Floor
HU210-2 (Min)
HU210-2 (Max)
2085
2680
HUC210-2 (Min)
HUC210-2 (Max)
HU212-2 (Min)
HU212-2 (Max)
HUC212-2 (Min)
HUC212-2 (Max)
HU214-2 (Min)
HU214-2 (Max)
HUC214-2 (Min)
HUC214-2 (Max)
HU216-2 (Min)
HU216-2 (Max)
HUC216-2 (Min)
HUC216-2 (Max)
HU26-3 (Min) *
HU26-3 (Max) *
HUC26-3 (Min) *
HUC26-3 (Max) *
HU210-3 (Min)
HU210-3 (Max)
HUC210-3 (Min)
HUC210-3 (Max)
HU212-3 (Min)
HU212-3 (Max)
HUC212-3 (Min)
HUC212-3 (Max)
HU214-3 (Min)
HU214-3 (Max)
HUC214-3 (Min)
HUC214-3 (Max)
HU216-3 (Min)
HU216-3 (Max)
HUC216-3 (Min)
HUC216-3 (Max)
HU210-4 (Min) *
HU210-4 (Max) *
HUC210-4 (Min) *
HUC210-4 (Max) *
HU3.25/10.5
HUC3.25/10.5
HD / HDIF
ESR-2552
Simpson
Stock No.
HU28-2 (Min) *
HU28-2 (Max) *
HUC28-2 (Min) *
HUC28-2 (Max) *
100%
1490
2085
1490
2085
2085
2680
2380
Roof
115%
1680
2350
125%
1805
2530
2350
3020
2530
3250
1680
2350
2350
3020
2685
3275
2380
3695
2685
3570
2680
4030
3020
3275
2680
3570
2975
3870
2975
3870
1190
1785
1190
1785
2085
2680
2085
2680
2380
3275
2380
3275
2680
3570
2680
3570
2975
3870
2975
3870
2085
2680
2085
2680
3275
3275
3695
3020
4030
3360
4365
3360
4365
1345
2015
1345
2015
2350
3020
2350
3020
2685
3695
2685
3695
3020
4030
3020
4030
3360
4365
3360
4365
2350
3020
2350
3020
3695
3695
1805
2530
Uplift
160%
760
1135
2530
3250
2890
3970
2890
1135
1895
1895
1135
4335
3610
4695
2015
1515
2015
4335
3250
3610
4695
1445
2165
1445
2165
2530
3250
2530
3250
2890
3970
2890
3970
3250
4335
3250
4335
3610
4695
3610
4695
2530
3250
2530
3250
3970
3970
Floor
HD210-2
HD210-2
1975
1975
1975
2270
2270
2270
HD212-2
HD212-2
HD214-2
HD214-2IF
HD214-2IF
HD216-2
HD216-2
HD216-2IF
1515
2015
HD216-2IF
HD26-3
760
1315
HD26-3
HD26-3IF
HD26-3IF
760
1315
1135
HD210-3
HD210-3
1895
1135
HD210-3IF
HD210-3IF
1895
1135
HD212-3
HD212-3
1895
1135
1895
HD212-3IF
HD212-3IF
HD214-3
1515
2015
HD214-3
HD214-3IF
1515
2015
HD214-3IF
HD216-3
1515
2015
HD216-3
HD216-3IF
1515
2015
1345
HD216-3IF
HD210-4
HD210-4
1795
1345
HD210-4IF
HD210-4IF
1795
1895
1895
USP
Stock No.
HD28-2
HD212-2IF
HD212-2IF
HD214-2
2015
1515
1
ESR-1781
Roof
HD210-2IF
HD210-2IF
1135
1895
1135
1895
1515
1
HD28-2
HD28-2IF
HD28-2IF
760
1135
3970
3250
1
HD32105
HD32105IF
100%
1975
115%
2270
125%
2470
2540
2540
2920
2920
3175
3175
3100
3100
3565
3565
3880
3880
2540
2540
3100
3100
3385
3385
3385
3385
3665
3665
3665
3665
1690
1690
1690
1690
2540
2540
2540
2540
3100
3100
3100
3100
3385
3385
3385
3385
3665
3665
3665
3665
3385
3385
3385
3385
3100
3100
2920
2920
3565
3565
3890
3890
3890
3890
4215
4215
4215
4215
1945
1945
1945
1945
2920
2920
2920
2920
3565
3565
3565
3565
3890
3890
3890
3890
4215
4215
4215
4215
3890
3890
3890
3890
3565
3565
2470
2470
2470
Uplift
1140
1140
1140
160%
1140
1905
1905
3175
3175
1905
1905
3880
3880
4230
1905
1905
1905
4230
4230
4230
4570
4570
4570
4570
2095
2095
2095
2095
3175
3175
3175
3175
3880
3880
3880
3880
4230
4230
4230
4230
4570
4570
4570
4570
4230
4230
4230
4230
3880
3880
1905
1905
1905
1905
1905
2285
2285
2285
2285
1140
1140
1140
1140
1905
1905
1905
1905
1905
1905
1905
1905
1905
1905
1905
1905
2285
2285
2285
2285
1140
1140
1140
1140
1905
1905
USP2192-121
31
1/24/12
4:42 PM
Page 32
HU / HUC1
HU36
HUC36
HU310
HUC310
115%
4030
125%
4335
1190
1190
1345
1345
1445
1445
2085
2085
2350
2350
2530
2530
2680
2975
3020
3360
3250
3610
3570
595
595
1490
1490
HU312
HUC312
HU314
2380
2380
2680
HUC316
HU44
2975
595
HUC314
HU316
HUC44
HU46 (Min)
HU46 (Max)
HUC46 (Min)
HUC46 (Max)
HU48 (Min)
HU48 (Max)
HUC48 (Min)
HUC48 (Max)
HU410 (Min)
HU410 (Max)
HUC410 (Min)
HUC410 (Max)
HU412 (Min)
HU412 (Max)
HUC412 (Min)
HUC412 (Max)
HU414 (Min)
HU414 (Max)
HUC414 (Min)
HUC414 (Max)
HU416 (Min)
HU416 (Max)
HUC416 (Min)
HUC416 (Max)
HU4.12/9 (Min)
HU4.12/9 (Max)
1
100%
3570
HUC4.12/9 (Min)
HUC4.12/9 (Max)
Roof
595
1190
1785
1190
1785
1490
2085
1490
2085
2085
2680
2085
2680
2380
3275
2380
3275
2680
3570
2680
3570
2975
3870
2975
3870
2085
2680
2085
2680
4030
670
670
1680
1680
2685
2685
3020
3360
670
670
1345
2015
1345
2015
1680
2350
1680
2350
2350
3020
2350
3020
2685
3695
2685
3695
3020
4030
3020
4030
3360
4365
3360
4365
2350
3020
2350
3020
4335
720
720
ESR-1781
USP
Stock No.
HD3212
Floor
Roof
610
610
HD36
HD36IF
3385
565
565
3890
650
650
915
915
HD310
HD310IF
Uplift
160%
2015
1805
1805
ESR-1781
HD3212IF
HD34
HD34IF
2015
380
380
HD38
HD38IF
610
610
100%
3385
1130
1130
1295
1295
1410
1410
1975
1975
2270
2270
2470
2470
1065
1065
2820
3385
3245
3890
3525
4230
1065
1065
1690
1690
915
915
1515
HD312
HD312IF
HD314
2255
2255
2820
3610
720
1515
380
HD316IF
HD44
3385
565
2165
1445
1135
760
HD46
HD46IF
1805
2530
760
1135
720
1445
2165
1805
2530
2530
3250
2530
3250
2890
3970
2890
3970
3250
4335
3250
4335
3610
4695
3610
4695
2530
3250
2530
3250
HD314IF
HD316
HD44IF
HD46
380
760
HD46IF
HD48
HD48
1135
760
1135
HD48IF
HD48IF
HD410
HD410
1135
1895
1135
1895
HD410IF
HD410IF
1895
1515
HD412IF
HD414
HD412
HD412
HD412IF
1135
1895
1135
HD414
HD414IF
2015
1515
HD414IF
HD416
2015
1515
HD416
HD416IF
HD416IF
2015
1515
2015
THF20925-2
THF20925-2
1135
1895
1135
1895
1
THF20925-2IF
THF20925-2IF
1905
290
290
125%
4230
2890
2890
3250
1515
1515
Uplift
115%
3890
565
1690
1690
1690
1690
1975
1975
1975
1975
2540
2540
2540
2540
3100
3100
3100
3100
3385
3385
3385
3385
3665
3665
3665
3665
1390
1390
1390
1390
1945
1945
2595
2595
3245
3890
650
650
1945
1945
1945
1945
2270
2270
2270
2270
2920
2920
2920
2920
3565
3565
3565
3565
3890
3890
3890
3890
4215
4215
4215
4215
1600
1600
1600
1600
4230
705
705
2115
2115
2820
2820
3525
4230
705
705
2095
2095
2095
2095
2470
2470
2470
2470
3175
3175
3175
3175
3880
3880
3880
3880
4230
4230
4230
4230
4570
4570
4570
4570
1740
1740
1740
1740
160%
1905
730
730
730
730
1065
1065
1065
1065
320
320
1140
1140
1140
1140
1140
1140
1140
1140
1905
1905
1905
1905
1905
1905
1905
1905
1905
1905
1905
1905
2285
2285
2285
2285
1115
1115
1115
1115
32
Floor
HU38
HUC38
HD / HDIF1
THF
ESR-2552
Simpson
Stock No.
HU3.25/12
HUC3.25/12
HU34
HUC34
1/24/12
4:42 PM
Page 33
HU / HUC1
Simpson
Stock No.
HU4.12/11 (Min)
HU4.12/11 (Max)
HUC4.12/11 (Min)
HUC4.12/11 (Max)
HU4.28/9
HUC4.28/9
Floor
100%
2380
3275
2380
3275
HU68 (Max)
HUC68 (Min)
HUC68 (Max)
HU610 (Min)
HU610 (Max)
HUC610 (Min)
HUC610 (Max)
HU612 (Min)
HU612 (Max)
HUC612 (Min)
HUC612 (Max)
HU614 (Min)
HU614 (Max)
HUC614 (Min)
HUC614 (Max)
HU616 (Min)
HU616 (Max)
HUC616 (Min)
HUC616 (Max)
HU88 (Min) *
HU88 (Max) *
HUC88 (Min) *
HUC88 (Max) *
HU810 (Min) *
HU810 (Max) *
HUC810 (Min) *
HUC810 (Max) *
HU812 (Min) *
HU812 (Max) *
3695
2685
3695
125%
2890
3970
2890
3970
160%
1135
1515
1515
3275
3275
3695
3695
3970
3970
1795
1795
3870
1190
1785
1190
1785
1490
2085
1490
2085
2085
2680
2085
2680
2380
3275
2380
3275
2680
3570
2680
3570
2975
3870
2975
3870
1490
2085
1490
2085
2085
2680
2085
2680
2380
3275
3695
3695
4365
4365
4365
4365
1345
2015
1345
2015
1680
2350
1680
2350
2350
3020
2350
3020
2685
3695
2685
3695
3020
4030
3020
4030
3360
4365
3360
4365
1680
2350
1680
2350
2350
3020
2350
3020
2685
3695
3970
3970
4695
4695
4695
4695
1445
2165
1445
2165
1805
2530
1805
2530
2530
3250
2530
3250
2890
3970
2890
3970
3250
4335
3250
4335
3610
4695
3610
4695
1805
2530
1805
2530
2530
3250
2530
3250
2890
3970
1
1895
1135
1895
3250
3250
3870
3870
3870
HUC66 (Max)
HU68 (Min)
115%
2685
Uplift
3020
3020
HU5.125/13.5
HUC5.125/13.5
HU5.125/16
HU66 (Max)
HUC66 (Min)
Roof
2680
2680
3275
3275
HUC5.125/16
HU66 (Min)
HD / HDIF1
GHF
THF
ESR-2552
HU4.28/11
HUC4.28/11
HU5.125/12
HUC5.125/12
2695
900
1345
1795
HD610IF
HD612
1345
1795
HD612
HD612IF
1345
1795
HD612IF
HD614
HD614
1795
2695
1795
HD614IF
HD614IF
2695
1795
HD616
HD616
2695
1795
HD616IF
HD616IF
HD88
2695
900
1345
900
1345
HD88
HD88IF
HD88IF
HD810
1345
1795
HD810
HD810IF
HD810IF
1345
1795
1
1390
1390
1600
1600
1740
1740
1115
1115
5255
3665
6045
4215
6570
4570
2100
2285
1855
1855
6500
3050
HD610
HD610IF
1345
1795
HD812
HD812
Uplift
125%
2320
2320
GHF51135IF
THF25160-2
HD68IF
HD68IF
HD610
DF-L
DF-L/ /SP
SPDesign
DesignLoad
Load
Roof
115%
2135
2135
1855
1855
3100
HD68
HD68
1345
900
1345
100%
1855
1855
THF20112-2
THF20112-2IF
HD5112
HD66IF
HD66IF
1345
900
1345
1795
THF20925-2
THF20925-2IF
THF25160-2IF
HD66
HD66
1345
900
ESR-1781
USP
Stock No.
THF20112-2
THF20112-2
GHF51120IF
HD51135
2695
2695
2695
No Code Listing
Floor
THF20112-2IF
THF20112-2IF
1515
1515
ESR-1781
3050
1690
1690
1690
1690
1975
1975
1975
1975
2540
2540
2540
2540
3100
3100
3100
3100
3385
3385
3385
3385
3665
3665
3665
3665
1975
1975
1975
1975
2540
2540
2540
2540
3100
3100
2135
2135
2135
2135
3565
7475
3505
3505
1945
1945
1945
1945
2270
2270
2270
2270
2920
2920
2920
2920
3565
3565
3565
3565
3890
3890
3890
3890
4215
4215
4215
4215
2270
2270
2270
2270
2920
2920
2920
2920
3565
3565
2320
2320
2320
2320
3880
8125
3810
3810
2095
2095
2095
2095
2470
2470
2470
2470
3175
3175
3175
3175
3880
3880
3880
3880
4230
4230
4230
4230
4570
4570
4570
4570
2470
2470
2470
2470
3175
3175
3175
3175
3880
3880
160%
1115
1115
1115
1115
1115
1115
1905
2400
1220
1220
1140
1140
1140
1140
1140
1140
1140
1140
1905
1905
1905
1905
1905
1905
1905
1905
1905
1905
1905
1905
2285
2285
2285
2285
1355
1355
1355
1355
1805
1805
1805
1805
1805
1805
USP2192-121
33
1/24/12
4:42 PM
Page 34
HU / HUC1
HUC814 (Min) *
HUC814 (Max) *
2680
3570
HUC816 (Max) *
HU7 (Min)
HU7 (Max)
HU9 (Min)
HU9 (Max)
HU1.81/5 (Min) *
HU1.81/5 (Max) *
HU11 (Min)
HU11 (Max)
HU14 (Min)
HU14 (Max)
HU310-2
HUC310-2
HU312-2
HUC312-2
HU314-2
HUC314-2
HU359 (Min)
HU359 (Max)
HU3511 (Min)
HU3511 (Max)
HUC3511 (Min)
HUC3511 (Max)
HU3514 (Min)
HU3514 (Max)
HUC3514 (Min)
HUC3514 (Max)
HU3516/22
HUC3516/22
HU3524/30 (Min)
HU3524/30 (Max)
HU4.75/9
100%
2380
3275
2680
3570
2975
3870
2975
3870
1785
2380
2680
3570
1785
2380
3275
4465
4165
5055
2085
2085
2380
2380
2680
2680
2085
2680
2380
3275
2380
3275
2680
3570
2680
3570
2975
2975
2680
3570
2680
Roof
115%
2685
3695
125%
2890
3970
3020
4030
3250
4335
3020
4030
3360
4365
3360
4365
2015
2685
3020
4030
2015
2685
3695
4705
4420
5275
2350
2350
2685
2685
3020
3020
2350
3020
2685
3695
2685
3695
3020
4030
3020
4030
3360
3360
1795
2695
HD814IF
HD814IF
3385
3385
2695
610
HD816IF
HD1770
3610
4695
3610
4695
2165
2890
3250
4335
2165
2890
3970
4810
4505
5420
2530
2530
2890
2890
3250
3250
2530
3250
2890
3970
2890
3970
3250
4335
3250
4335
3610
3610
1515
915
915
915
1895
2680
3020
3250
2705
730
3295
3045
3045
1925
1065
1065
THF23925
THF23118
THF23118
THF23118IF
THF23118IF
THF23140
THF23140
THF23140IF
THF23140IF
THF23160
THF23160IF
1515
1515
THF23925-2IF
THF23118-2
THF23180
THF23180
THF23925-2
THF23118-2IF
THF23140-2
1
4465
2335
2705
2705
2705
3030
2975
2975
1515
1515
1515
4215
2270
4465
4465
4465
2705
2705
2635
2870
2870
THF25140-2IF
THF23925
1515
2015
4215
4215
4215
2705
2705
HUS175
HD17112
HD17112
1515
915
1515
2015
4230
4230
4230
4230
160%
1805
1805
730
1065
HD310-2
HD310-2IF
THF25140-2
1895
915
1895
3665
1975
3890
3890
3890
3890
Uplift
2335
2775
HD310-2
HD310-2IF
1895
915
3665
3665
3665
125%
3880
3880
2270
2775
1135
1135
1135
1135
1515
3385
3385
115%
3565
3565
1975
2540
HD1714
HD1714
1515
2015
100%
3100
3100
DF-L
DF-L/ /SP
SPDesign
DesignLoad
Load
Roof
HD1770
HD17925
HD17925
HUS175
1895
610
1515
1515
1
HD816
HD816
HD816IF
1795
2695
1795
3970
3250
3250
3970
HD814
HD814
1795
2695
3695
3020
HUC3514-2
3275
2680
Floor
1515
2015
1515
3020
3695
ESR-1781
USP
Stock No.
HD812IF
HD812IF
3250
4335
3250
2680
3275
ESR-1881
160%
1345
1795
Uplift
3020
4030
3020
HUC4.75/9
HU4.75/11
HUC4.75/11
HU3514-2
3250
4335
ESR-1781
THF23140-2IF
2540
2635
3100
3100
2540
2540
2540
2540
2540
2540
1370
1370
1595
1595
1595
1595
2090
2090
2090
2090
2550
2550
2785
2785
1625
1625
1855
1855
2540
2540
2775
3030
3235
3235
2920
2920
2920
2920
2920
2920
1575
1575
1835
1835
1835
1835
2400
2400
2400
2400
2935
2935
3200
3200
1870
1870
2135
2135
2920
2920
2775
3295
3330
3330
3175
3175
3175
3175
3175
3175
1710
1710
1995
1995
1995
1995
2610
2610
2610
2610
3035
3035
1065
1925
1065
1065
1905
1905
1905
1905
1220
1220
175
175
360
360
360
360
360
360
360
360
360
360
3480
3480
2030
1295
1295
1115
2320
3175
1115
1220
2030
2320
3175
1115
1115
1220
34
Floor
HU816 (Min) *
HU816 (Max) *
HUC816 (Min) *
HD / HDIF1
HUS
THF
ESR-2552
Simpson
Stock No.
HUC812 (Min) *
HUC812 (Max) *
HU814 (Min) *
HU814 (Max) *
1/24/12
4:42 PM
Page 35
HU / HUC1
Floor
HU3520-2 (Min)
HU3520-2 (Max)
2975
3870
HU410-2 (Min)
HU410-2 (Max)
HUC410-2 (Min)
HUC410-2 (Max)
HU412-2 (Min)
HU412-2 (Max)
HUC412-2 (Min)
HUC412-2 (Max)
HU414-2 (Min)
HU414-2 (Max)
1
HUC414-2 (Min)
HUC414-2 (Max)
HD / HDIF1
THF
ESR-2552
Simpson
Stock No.
HU3516-2 (Min)
HU3516-2 (Max)
HUC3516-2 (Min)
HUC3516-2 (Max)
Roof
100%
2975
3870
2975
3870
115%
3360
4365
125%
3610
4695
3360
4365
3610
4695
3360
4365
2085
2680
2085
2350
3020
2350
3610
4695
3020
2685
3250
2890
3275
2975
3870
3695
3360
4365
3970
3610
4695
3695
2685
2975
3870
3360
4365
160%
1515
2015
3970
2890
3610
4695
HUCQ
Floor
100%
HUCQ410-SDS
HUCQ412-SDS
4680
5460
2000
2500
Roof
115%
125%
2300
2875
2500
3125
HUCQ310-SDS
HUCQ210-2-SDS
3120
4680
3590
4955
3900
4955
HUCQ210-3-SDS
HUCQ5.25/9-SDS
HUCQ5.25/11-SDS
4680
4680
5460
4955
4955
5560
4955
4955
5560
4955
5560
4680
5315
5380
5315
HUITF
Simpson
Stock No.
HUI414TF
4955
5560
5715
5315
1795
1345
HD7120
HD7120IF
1795
2695
LVL
100%
4830
PSL
100%
4830
HD7100IF
HD7100IF
HD7120
HD7120IF
HD7140
HD7140
HD7140IF
1
HD7140IF
Uplift
160%
1505
1505
3050
3050
3505
3505
3810
3810
3505
3505
1945
1945
2255
2255
2595
2595
1690
1690
2255
1945
1945
2595
2255
2820
2595
3245
2820
2820
3245
3245
2820
3245
3810
3810
2115
2115
HDQ410IF
HDQ412IF
4510
5265
HDQ210-3IF
HDQ5210IF
HDQ5212IF
HDQ610IF
HDQ612IF
160%
1220
1220
1220
1220
1220
1220
1140
1140
2115
2115
2820
1140
1140
1140
2820
3525
1140
1525
2820
2820
3525
3525
3525
3010
3340
Roof
115%
125%
3010
4510
3380
3340
3380
3340
5190
5590
5590
5590
3380
5190
4510
4510
5265
5190
5190
5590
4510
5265
5190
5590
HDO
USP
Stock No.
HDO414
Uplift
1140
1140
1525
1525
1525
Floor
100%
2510
2510
2510
Uplift
160%
1500
125%
3810
3810
1690
1690
USP
Stock No.
HDQ179IF
HDQ17112IF
HDQ310IF
HDQ210-2IF
2520
2520
115%
3505
3505
1370
2510
2510
2510
Roof
100%
3050
3050
HDQIF
No Code Listing
Design Load
LSL
DF-L / SP
100%
100%
4830
4830
3050
3050
HD7100
HD7100
Simpson
Stock No.
HUCQ1.81/9-SDS
HUCQ1.81/11-SDS
THF23160-2
THF23160-2
1345
1795
1345
1795
1795
2695
ESR-1781
Floor
THF23160-2IF
THF23160-2IF
1795
1345
ESR-1781
USP
Stock No.
THF23160-2
THF23160-2
1515
2015
1515
2015
2530
3250
2530
2680
2380
3275
2380
Uplift
HUCQ610-SDS
HUCQ612-SDS
3380
5590
5590
5590
5590
5590
5590
Uplift
160%
1050
1575
1050
2975
2975
2975
2975
2975
2975
2975
2975
ESR-1781
LVL
100%
5175
PSL
100%
5175
Design Load
LSL
DF-L / SP
100%
100%
5175
5175
Uplift
160%
1625
USP2192-121
35
1/24/12
4:42 PM
Page 36
HUS
HUSC1
HUS26-2
HUS28-2
1065
1595
HUS210-2
HUS212-2
HUS46
2720
3965
4255
5135
2125
2660
1065
HUS48
HUS410
1595
2125
HUS412
2660
115%
Roof
3095
4120
4445
5295
Simpson
Stock No.
HUS26-2TF
HUS28-2TF
HUS214-2TF
HUS46TF
HUS48TF
4435
2700
3225
HUS410TF
HUS412TF
1
HUS414TF
1210
1815
1305
1960
2420
3025
1210
2615
3265
1305
1815
2420
1960
2615
3025
HUCTF
2820
3455
3585
4435
3365
4420
4765
1235
1550
HUS26-2
HUS28-2
5310
5310
1030
1550
HUS210
HUS179
HUS210-2
HUS212-2
HUS46
1550
3295
3265
3635
Roof
115%
125%
3000
3720
3000
3895
4535
2890
3495
4605
3000
3670
3925
4535
4155
4605
3710
4760
3935
4990
5100
5100
Floor
100%
2090
2275
2335
2335
2335
2660
2845
2600
3725
3900
4170
Roof
115%
125%
2100
2100
2330
2335
2335
2335
2335
2335
2335
2335
2745
2800
2955
3030
2600
2600
3900
3900
3900
3900
4170
4170
HUCTF concealed flange hangers are available in widths of 2-9/16" or
greater at 0.85 of the table load.
36
115%
HUS48
HUS410
1
125%
Uplift
160%
5510
5510
5510
5510
3205
3205
2065
2580
1030
2375
2965
1185
2580
3225
1290
2580
2965
3225
2635
3970
1550
2065
HUS412
1235
1550
USP
Stock No.
HDO26-2
HDO28-2
2590
1235
1550
HDO214-2
HDO46
HDO48
5175
3050
3825
HDO210-2
HDO212-2
2590
2000
HDO410
HDO412
2590
2000
2160
1
3050
3825
4565
4880
4565
4880
HDO414
HDOIF
1
3295
4345
1185
1780
1290
1935
1780
2375
1935
2580
5175
Roof
115%
125%
3050
3825
3050
3825
5410
3050
3825
5410
3050
3825
4565
5230
1115
1810
2210
3060
1115
1810
2210
3060
4565
5230
5410
Uplift
160%
815
815
1220
1220
4565
5465
1220
1220
5410
1625
815
815
1625
ESR-1781
1
USP
Stock No.
HDO24
HDO26
HDO28
HDO210
HDO212
HDO214
HDO216
HDO34
HDO36
HDO38
HDO310
1925
2570
4565
5465
HDOIF inverted flange hangers are available in widths of 3-1/8"
or greater at the same design loads as HDO models.
HDO
Uplift
160%
295
590
590
590
885
885
1180
295
590
590
885
3030
4345
ESR-1781
Floor
100%
Uplift
160%
Roof
HUSIF inverted flange hangers are available in widths 2-1/4"
or greater at the same design loads as HUS models.
HDO
HDOIF1
ESR-2553
1
Simpson
Stock No.
HU24TF
HU26TF
HU28TF
HU210TF
HU212TF
HU214TF
HU216TF
HU34TF
HU36TF
HU38TF
HU310TF
1550
2000
USP
Stock No.
HUS26
HUS28
3295
3635
1235
HUSCTF concealed flange hangers are available in 2-2x and 4x
at the same design loads as HUSTF models.
HUTF
1
3000
3000
Floor
100%
ESR-2553
Floor
100%
HUS210-2TF
HUS212-2TF
4575
5400
3335
4220
HUSC concealed flange hangers have the same design
loads as HUS models.
HUSTF
HUSCTF1
125%
Uplift
160%
ESR-1881
Floor
100%
2170
2590
2590
2590
2355
2830
3070
2665
3010
3605
4165
Roof
115%
125%
2170
2170
2615
2615
2660
2710
2660
2710
2355
2355
2935
3010
3215
3310
2665
2665
3010
3010
3605
3605
4165
4165
HDOIF inverted flange hangers are available in widths of 3-1/8" or
greater at the same design loads as HDO models.
Uplift
160%
315
770
755
725
1150
1050
1535
315
770
755
1150
Simpson
Stock No.
HUS26
HUS28
Floor
100%
HUS210
HUS1.81/10 *
1
HUS
HUSIF 1
ESR-2549
1/24/12
4:42 PM
Page 37
HUTF
HUCTF
1
Simpson
Stock No.
HU312TF
HU314TF
HU316TF
HU24-2TF
HU26-2TF
HU28-2TF
HU210-2TF
HU212-2TF
HU214-2TF
HU216-2TF
HU44TF
HU46TF
HU48TF
HU410TF
HU412TF
HU414TF
HU416TF
HU210-3TF
HU212-3TF
HU214-3TF
HU216-3TF
HU66TF
HU68TF
HU610TF
HU612TF
HU614TF
HU616TF
Floor
100%
4335
4335
4335
2600
3725
3900
4170
4325
4335
4335
2600
3165
3500
4150
4550
4830
5050
4150
4550
4835
5050
3165
3500
4150
4550
4830
5105
DF-L / SP Design/RDG
Roof
115%
125%
4335
4335
4335
4335
4335
4335
2600
2600
3900
3900
3900
3900
4170
4170
4660
4880
4335
4335
4335
4335
2600
2600
3165
3165
3500
3500
4150
4150
4885
5105
5050
5050
5050
5050
4150
4150
4885
5105
5050
5050
5050
5050
3165
3165
3500
3500
4150
4150
4885
5105
5200
5450
5520
5795
HUCTF concealed flange hangers are available in widths of 2-9/16" or
greater at 0.85 of the table load.
HW
100%
5285
5285
HW414
HW416
5285
5285
HW66
HW68
HW610
HW612
HW614
5285
5285
5285
5285
5285
115%
5285
5285
125%
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
100%
5335
5335
KHW414
KHW416
5335
5335
KHW66
KHW68
KHW610
5285
5285
5285
5285
5285
5285
5285
Roof
115%
125%
4475
4475
4475
4475
5010
5105
2445
2445
3050
3050
3825
3825
4565
4565
5230
5465
5410
5410
5855
5960
2445
2445
3050
3050
3825
3825
4565
4565
5230
5465
5410
5410
5915
6210
4565
4565
5230
5465
5410
5410
5915
6210
3050
3050
3825
3825
4565
4565
5230
5465
5410
5410
5915
6210
KHW612
KHW614
KHW616
KHW86
KHW88
KHW810
KHW812
KHW814
KHW816
KHW3
KHW5
Uplift
160%
1150
1315
1535
405
815
815
1220
1220
1625
1625
405
815
815
1220
1220
1625
1625
1430
1430
1710
1905
955
955
1430
1430
1710
1905
ESR-2104
USP
Stock No.
KHW46
KHW48
5285
5285
5285
5285
5285
HW812
HW814
HW816
Floor
100%
4475
4475
4865
2445
3050
3825
4565
4880
5175
5475
2445
3050
3825
4565
4880
5175
5475
4565
4880
5175
5475
3050
3825
4565
4880
5175
5475
HDOIF inverted flange hangers are available in widths of 3-1/8" or
greater at the same design loads as HDO models.
KHW410
KHW412
5285
5285
5285
5285
1
USP
Stock No.
HDO312
HDO314
HDO316
HDO24-2
HDO26-2
HDO28-2
HDO210-2
HDO212-2
HDO214-2
HDO216-2
HDO44
HDO46
HDO48
HDO410
HDO412
HDO414
HDO416
HDO210-3
HDO212-3
HDO214-3
HDO216-3
HDO66
HDO68
HDO610
HDO612
HDO614
HDO616
5285
5285
5285
5285
5285
5285
HW3.25
HW5.25
DF-L / SP DesigQ/RDG
Download
HDOIF
ESR-1781
1
KHW
5285
5285
HW616
HW86
HW88
HW810
Uplift
160%
885
1180
1180
375
750
750
1125
1125
1500
1500
375
750
750
1125
1125
1500
1500
1325
1325
1765
1765
885
885
1325
1325
1765
1765
ESR-2553
Simpson
Stock No.
HW46
HW48
HW410
HW412
HDO
ESR-2553
1
5335
5335
5335
5335
5335
5335
5335
5335
5335
5335
5335
5335
5335
5335
5295
5295
Download
115%
5335
5335
125%
5335
5335
5335
5335
5335
5335
5335
5335
5335
5335
5335
5335
5335
5335
5335
5335
5335
5335
5335
5335
5295
5295
5335
5335
5335
5335
5335
5335
5335
5335
5335
5335
5335
5335
5335
5335
5295
5295
USP2192-121
37
1/24/12
4:42 PM
Page 38
HWI
LVL
100%
PSL
100%
HWI411.88
HWI412
HWI414
5100
5100
5100
5100
5100
4000
4000
HWI416
HWI418
HWI420
HWI422
HWI424
HWI426
HWI428
HWI430
HWI432
HWI418-2
HWI420-2
HWI422-2
HWI424-2
HWI426-2
HWI428-2
HWI430-2
HWI432-2
5100
5100
5100
5100
5100
5100
5100
5100
5100
5100
5100
5100
5100
5100
5100
5100
5100
5100
4000
4000
4000
4000
4000
4000
4000
4000
4000
4000
4000
4000
4000
4000
4000
4000
4000
4000
4000
4000
4000
HWU
Simpson
Stock No.
HWU3.56/9.25
HWU3.56/9.5
HWU3.56/11.25
HWU3.56/11.88
HWU3.56/14
HWU3.56/16
HWU3.56/18
HWU3.56/20
HWU5.50/9.25
HWU5.50/9.5
HWU5.50/11.25
HWU5.50/11.88
HWU5.50/12
HWU5.50/14
HWU5.50/16
HWU5.50/18
HWU5.50/20
Design Load
LSL
100%
DF-L / SP
100%
SPF
100%
4500
4500
5285
5285
3665
3665
4500
5285
4500
4500
4500
5285
5285
5285
4500
4500
5285
5285
4500
4500
4500
4500
4500
6650
3430
6650
3665
3665
3665
5285
5285
4500
PHXU35118
BPH3512
PHXU3514
5785
5785
3665
3665
5285
5285
5285
4500
4500
3665
3665
3665
6650
6650
3665
3665
5285
5285
4500
4500
4500
PSL
100%
3665
3665
3665
5285
5285
4500
4500
LVL
100%
3665
3665
5285
5285
5285
4500
4500
3665
USP
Stock No.
PHXU35925
3665
3665
5285
5285
3665
3665
5285
3665
100%
6335
6335
6335
6335
6335
6335
6335
6335
6000
6000
6000
6000
6000
6000
6000
6000
6000
PSL
100%
5500
5500
5500
5500
5500
5500
5500
5500
5500
5500
5500
5500
5500
5500
5500
5500
5500
Design Load
LSL
DF/SP
100%
5535
5535
5535
5535
5535
5535
5535
5535
5535
5535
5535
5535
5535
5535
5535
5535
5535
100%
6335
6335
6335
6335
6335
6335
6335
6335
6000
6000
6000
6000
6000
6000
6000
6000
6000
PHXU3595
PHXU35112
PHXU3516
PHXU3518
PHXU3520
PHXU3522
PHXU3524
PHXU3526
PHXU3528
PHXU3530
PHXU3532 *
PHXU7118
PHXU7120
PHXU7122
PHXU7124
PHXU7126
PHXU7128
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
PHXU7130
6650
PHXU7132 *
6650
5785
5785
3510
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
PHXU
ESR-2615
LVL
ESR-2104
SPF
100%
5415
5415
5415
5415
5415
5415
5415
5415
5415
5415
5415
5415
5415
5415
5415
5415
5415
Uplift
160%
1135
1135
1135
1135
1135
1135
1135
765
1135
1135
1135
1135
1135
1135
1135
1135
765
USP
Stock No.
PHXU35925
PHXU3595
PHXU35112
PHXU35118
PHXU3514
PHXU3516
PHXU3518
PHXU3520
PHXU55925
PHXU5595
PHXU55112
PHXU55118
PHXU5512
PHXU5514
PHXU5516
PHXU5518
PHXU5520
ESR-1831
Design Load
LSL
DF-L / SP
100%
100%
6420
5285
6420
3775
6420
5285
3430
5285
6420
6420
5285
5285
6420
6420
5285
5285
6420
6420
5285
5285
6420
6420
5285
5285
6420
6420
6420
5285
5285
5285
6650
6650
5285
5285
6650
6650
5285
5285
6650
6650
5285
5285
6650
6650
5285
5285
SPF
100%
3590
3590
3590
3590
3280
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
ESR-2104
LVL
PSL
Design Load
LSL
DF/SP
SPF
Uplift
100%
100%
100%
100%
100%
160%
6650
6650
5785
5785
6420
6420
5285
5285
3590
3590
1290
1290
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
6650
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
5785
6420
6420
6420
6420
6420
6420
6650
6650
6650
6650
6650
6650
6650
6650
6650
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
5285
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
3590
1290
1290
1290
1290
1290
1290
1290
1290
1290
1290
1290
1290
1290
1290
1290
38
Simpson
Stock No.
HWI49.25
HWI49.5
HWI411.25
PHXU
BPH
ESR-2615
1/24/12
4:42 PM
Page 39
HWU
Simpson
Stock No.
HWU7.12/7.25
HWU7.12/9.25
HWU7.12/9.5
HWU7.12/11.25
HWU7.12/11.88
HWU7.12/14
HWU7.12/16
HWU7.12/18
HWU7.12/20
PHXU
ESR-2615
LVL
PSL
Design Load
LSL
DF/SP
SPF
Uplift
100%
100%
100%
100%
100%
160%
6000
6000
5500
5500
5535
5535
6000
6000
5415
5415
1135
1135
6000
6000
6000
6000
6000
6000
6000
5500
5500
5500
5500
5500
5500
5500
ITS
5535
5535
5535
5535
5535
5535
5535
6000
6000
6000
6000
6000
6000
6000
5415
5415
5415
5415
5415
5415
5415
1135
1135
1135
1135
1135
1135
765
Design Load
LVL
Simpson
Stock No.
100%
ITS1.56/9.25
1550
ITS1.56/9.5
1550
ITS1.56/11.88
1550
ITS1.81/9.5
1550
ITS1.81/11.88
1550
ITS1.81/14
1550
ITS1.81/16
1550
ITS2.06/9.5
1550
ITS2.06/11.88
1550
ITS2.06/14
1550
ITS2.06/16
1550
ITS2.37/9.5
1550
ITS2.37/11.88
1550
ITS2.37/14
1550
ITS2.37/16
1550
ITS2.56/9.25 *
1550
ITS2.56/9.37
1550
ITS2.56/9.5
1550
ITS2.56/11.25
1550
ITS2.56/11.88
1550
ITS2.56/14
1550
ITS2.56/16
1550
ITS3.56/9.25
1550
ITS3.56/9.5
1550
ITS3.56/11.25
1550
ITS3.56/11.88
1550
ITS3.56/14
1550
ITS3.56/16
1550
PSL
100%
1365
1365
1365
1365
1365
1365
1365
1365
1365
1365
1365
1365
1365
1365
1365
1365
1365
1365
1365
1365
1365
1365
1365
1365
1365
1365
1365
1365
LSL DF/SP
100% 100%
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
1780 1520
LVL
USP
Stock No.
PHXU71725 *
PHXU71925
PHXU7120
100%
100%
160%
6650
6650
5785
5785
6650
6650
5285
5285
3590
3590
1290
1290
6650
6650
PHXU7116
PHXU7118
Uplift
160%
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
USP
Stock No.
THO15925
THO15950
THO15118
THO17950
THO17118
TFL1714
TFL1716
TFL2095
TFL20118
TFL2014
TFL2016
TFL2395
TFL23118
TFL2314
TFL2316
TFL25925
TFL25938
TFL2595
TFL25112
TFL25118
TFL2514
TFL2516
THO35925
THO35950
THO35112
THO35118
THO35140
THO35160
Uplift
100%
6650
6650
PHXU71118
PHXU7114
SPF
100%
6650
PHXU7195
PHXU71112
PSL
100%
6650
6650
5785
5785
5785
5785
5785
5785
5785
TFL
THO
ESR-2615
DF
SPF I-Joist
100% 100%
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
1150 1085
ESR-2104
Design Load
LSL
DF/SP
6650
6650
6650
6650
6650
6650
6650
5285
5285
5285
5285
5285
5285
5285
3590
3590
3590
3590
3590
3590
3590
1290
1290
1290
1290
1290
1290
1290
ESR-1831
ESR-1781
Design Load
LVL
100%
1345
1345
1345
1345
1345
1645
1645
1645
1645
1645
1645
1645
1645
1645
1645
1645
1645
1645
1645
1645
1645
1645
2050
2050
2050
2050
2715
2715
PSL
100%
1290
1290
1290
1290
1290
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
2050
2050
2050
2050
2715
2715
LSL DF/SP
100% 100%
1335 1005
1335 1090
1335 1205
1335 1260
1335 1305
1700 1600
1700 1600
1700 1600
1700 1600
1700 1600
1700 1600
1700 1600
1700 1600
1700 1600
1700 1600
1700 1600
1700 1600
1700 1600
1700 1600
1700 1600
1700 1600
1700 1600
2050 2050
2050 2050
2050 2050
2050 2050
2715 2715
2715 2715
DF
SPF I-Joist
100% 100%
1005 1005
1090 1090
1205 1205
1260 1260
1305 1305
1230 1245
1230 1245
1230 1245
1230 1245
1230 1245
1230 1245
1230 1245
1230 1245
1230 1245
1230 1245
1230 1245
1230 1245
1230 1245
1230 1245
1230 1245
1230 1245
1230 1245
2050 2050
2050 2050
2050 2050
2050 2050
2100 2715
2100 2715
USP2192-121
Uplift
160%
230
270
270
270
270
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
265
265
265
265
265
265
39
1/24/12
4:42 PM
Page 40
ITT
TFL
THO
ESR-2615
Design Load
LVL
100%
1450
PSL
100%
1300
LSL DF/SP
100% 100%
1435 1465
SPF
100%
1200
DF IJoist
100%
1050
Uplift
160%
235
ITT214
ITT9.5 *
1450
1450
1300
1300
1435
1435
1200
1200
1050
1050
235
235
ITT29.5
ITT211.88
ITT11.88
ITT14
ITT16
ITT2.06/9.5
ITT2.06/11.88
ITT2.06/14
ITT2.06/16
ITT2.1/9.5
ITT2.1/11.88
ITT2.1/14
ITT2.1/16
ITT359.5
ITT3511.88
ITT3514
ITT39.25
ITT39.37
ITT39.5
ITT311.88
ITT311.25 *
ITT313
ITT314
ITT316
ITT49.25
ITT49.37
ITT49.5
ITT411.25
ITT411.88
ITT413
ITT414
ITT416
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
1450
40
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1300
1435
1435
1465
1465
1435
1435
1435
1465
1465
1465
1435
1435
1435
1435
1435
1435
1435
1435
1435
1435
1435
1435
1435
1450
1435
1435
1435
1435
1435
1435
1435
1435
1435
1435
1435
1435
1435
1465
1465
1465
1465
1465
1465
1465
1465
1465
1465
1465
1465
1465
1465
1465
1465
1465
1465
1465
1465
1465
1465
1465
1465
1465
1465
1465
1465
1465
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
1050
235
235
235
235
235
ESR-1781
Design Load
USP
Stock No.
THO15925
LVL
100%
1345
PSL
100%
1290
LSL DF/SP
100% 100%
1335 1005
SPF
100%
1005
DF IJoist
100%
1005
Uplift
160%
230
THO15140
THO17950
1030
1345
1030
1290
1030
1335
1030
1260
1030
1260
230
270
THO15950
THO15118
THO17118
TFL1714
TFL1716
1345
1345
1345
1645
1645
1290
1290
1290
1600
1600
1335
1335
1090
1205
1335
1700
1700
1305
1600
1600
1030
1260
1090
1205
1305
1230
1230
1090
1205
1305
1245
1245
270
270
270
140
140
235
235
TFL2095
TFL20118
1645
1645
1600
1600
1700
1700
1600
1600
1230
1230
1245
1245
140
140
235
235
TFL2095
TFL20118
1645
1645
1600
1600
1700
1700
1600
1600
1230
1230
1245
1245
140
140
235
235
235
235
235
235
235
235
235
TFL2014
TFL2016
TFL2014
TFL2016
TFL2395
TFL23118
TFL2314
TFL25925
TFL25938
235
235
235
TFL2595
TFL25118
TFL25112
235
235
TFL2516
THO35925
235
235
235
235
235
235
235
235
235
TFL2513
TFL2514
THO35938
THO35950
THO35112
THO35118
THO35130
THO35140
THO35160
1645
1645
1645
1645
1645
1645
1645
1645
1645
1645
1645
1645
1645
1645
1645
2050
2050
2050
2050
2050
2050
2715
2715
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
2050
2050
2050
2050
2050
2050
2715
2715
1700
1700
1700
1700
1700
1700
1700
1700
1700
1700
1700
1700
1700
1700
1700
2050
2050
2050
2050
2050
2050
2715
2715
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
2050
2050
2050
2050
2050
2050
2715
2715
1230
1230
1230
1230
1230
1230
1230
1230
1230
1230
1230
1230
1230
1230
1230
2050
2050
2050
2050
2050
2050
2100
2100
1245
1245
1245
1245
1245
1245
1245
1245
1245
1245
1245
1245
1245
1245
1245
2050
2050
2050
2050
2050
2050
2715
2715
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
265
265
265
265
265
265
265
265
Simpson
Stock No.
ITT29.25
ESR-1831
1/24/12
4:42 PM
Page 41
IUS
Floor
100%
950
1185
IUS1.81/9.5
Roof
115%
1080
1345
950
1185
IUS1.81/11.88
IUS1.81/14 (Min)
1080
1345
1420
IUS1.81/14 (Max)
IUS1.81/16 (Min)
1615
1660
1160
IUS1.81/16 (Max)
IUS2.06/9.5
IUS2.06/11.88
1885
1885
1895
950
1980
1080
1420
1660
1615
1885
IUS2.06/16 (Min)
IUS2.06/16 (Max)
75
75
1420
1660
1615
1885
1345
1885
1980
1080
1080
1345
1420
1660
1615
1885
1660
1895
1185
1885
1980
1345
1420
1420
IUS3.56/14 (Max)
IUS3.56/16 (Min)
1615
1615
1660
1660
IUS3.56/16 (Max)
1725
1725
1725
JB
75
75
1980
1165
950
1185
IUS3.56/11.88
IUS3.56/14 (Min)
75
75
1885
1980
1080
1660
1895
950
IUS2.56/16 (Min)
IUS2.56/16 (Max)
IUS3.56/9.5
1980
1980
75
75
1660
1895
950
IUS2.37/16 (Min)
IUS2.37/16 (Max)
IUS2.56/9.25
IUS2.56/14 (Min)
IUS2.56/14 (Max)
1745
1980
160%
75
75
75
75
1185
IUS2.56/9.5
IUS2.56/11.88
1165
1455
Uplift
1165
1455
IUS2.37/9.5
IUS2.37/11.88
IUS2.37/14 (Min)
IUS2.37/14 (Max)
125%
1165
1455
1345
1185
IUS2.06/14 (Min)
IUS2.06/14 (Max)
JB210
JB212
JB214
THF
ESR-2552
Simpson
Stock No.
IUS1.56/9.5
IUS1.56/11.88
Simpson
Stock No.
JB26
JB28
1725
1745
1980
1980
1455
1745
75
75
75
75
75
1980
1980
75
75
1455
1745
75
75
1980
1165
1165
75
75
75
1980
1980
75
75
1725
75
75
75
1980
1455
1725
1725
1725
1725
75
75
75
75
Floor
100%
1040
1050
1255
1540
1505
1040
1050
1255
1540
1505
1040
1050
1255
1540
1505
Floor
USP
Stock No.
THF15925 (Max)
THF15112 (Max)
100%
1370
1825
THF17925 (Max)
1370
1825
THF17112 (Max)
THF17140 (Max)
THF17140 (Max)
THF17157
THF17157
THF20925 (Max)
THF20112 (Max)
THF20140 (Max)
THF20140 (Max)
Uplift
160%
-- --- --
-- --- -235
3145
3145
1575
3310
1710
2470
2470
1835
2400
2400
2935
2935
1575
1370
1595
THF25140
THF25140
1575
1835
2090
2090
THF25160
THF25160
THF35925
2400
2400
2550
2550
1370
THF35112
THF35140
2935
2935
1575
1825
2320
THF35140
THF35157
2100
2670
2320
2550
THF35157
USP
Stock No.
HL26
HL28
1710
2280
2550
2550
1370
THF25925
THF25112
280
280
2100
2090
2090
THF23160
THF23160
THF25925
280
280
1825
1595
THF23140
THF23140
2470
2470
3145
1575
2735
2735
1370
THF23925
THF23118
2445
1710
2280
2445
3145
2280
2280
THF20157
THF20157
125%
1710
2155
2280
2735
2735
1370
2670
2935
2550
2935
3310
3310
2470
2470
3310
160%
280
280
280
280
280
280
280
280
280
280
175
1995
2610
360
360
3035
1710
1710
360
175
175
2610
3035
1995
2610
2610
3035
3035
1710
2280
2900
2900
3190
3190
360
360
360
360
360
360
360
245
245
245
245
245
245
ESR-1280
Floor
100%
1270
1590
Roof
115%
125%
1270
1590
1270
1590
HL214
1590
1590
*Uplift value is not published in ESR-1280
1590
HL210
HL212
Uplift
115%
1575
2100
1575
2100
2280
HL
ESR-2553
Roof
115%
125%
ESR-1781
Roof
1590
1590
1590
1590
1590
1590
Uplift *
160%
-- --- --- --- --
360
USP2192-121
41
1/24/12
4:42 PM
Page 42
L
Simpson
Stock No.
L30
L70
L90
L
66L
AC
ESR-2606
115%
125%
240
240
240
240
-- --- -385
420
385
420
-- --- -510
555
510
555
-- --- -640
695
640
695
-- --- --
100%
220
220
-- -335
335
-- -445
445
-- -555
555
-- --
160%
240
240
-- -445
445
-- -565
565
-- -740
740
-- --
No Code Listing
Simpson
Stock No.
Simpson
Stock No.
LB26
LB28
LB214
LB216
1425
1425
100%
1380
1270
1550
1580
Roof
Uplift
115%
1380
1270
125%
1380
1270
160%
290
290
1425
1425
1425
1425
290
290
1550
1580
1550
1580
290
290
LBOLT50120HDG
LBOLT62120HDG
LBP
Simpson
Stock No.
LBP1/2
LBP5/8
LBPS
Simpson
Stock No.
LBPS1/2
LBPS5/8
42
AC7
AC9
L
115%
125%
260
285
260
285
120
130
390
425
390
425
180
195
520
565
520
565
240
260
650
705
650
705
300
325
100%
225
225
105
340
340
155
450
450
210
565
565
260
160%
285
320
165
540
540
250
725
725
335
905
905
415
No Code Listing
USP
Stock No.
HL
HDO
ESR-2553
Floor
Simpson
Stock No.
LBOLT50600HDG
LBOLT50800HDG
AC5
Direction
of Load
F1
F2
F3
F1
F2
F3
F1
F2
F3
F1
F2
F3
L8
L12
LB
LBOLT
AC3
L6
88L
1212L
LB210
LB212
USP
Stock No.
ESR-2104
USP
Stock No.
HL26
HL28
HL210
HL212
HL214
ESR-1280
ESR-1781
Floor
100%
Roof
115%
125%
Uplift
160%
1590
1590
1590
1590
-- -360 *
1270
1590
1590
HDO216
3070
*Uplift value not listed in ESR-1280
AB
USP
Stock No.
AB126-HDG
AB128-HDG
1270
1590
1590
1270
1590
1590
3215
3310
-- --- --- --
1590
1590
1535
AB1212-HDG
AB5812-HDG
Plate
Thickness
9/64
9/64
Bolt Diameter
(Inches)
1/2
5/8
Plate
Thickness
9/64
9/64
Bolt Diameter
(Inches)
1/2
5/8
LBP
USP
Stock No.
LBP12-TZ
LBP58-TZ
LBPS
USP
Stock No.
LBPS12-TZ
LBPS58-TZ
Plate
Thickness
9/64
9/64
Bolt Diameter
(Inches)
1/2
5/8
Plate
Thickness
9/64
9/64
Bolt Diameter
(Inches)
1/2
5/8
L50
Direction
of Load
F1
F2
F3
F1
F2
F3
F1
F2
F3
F1
F2
F3
1/24/12
4:42 PM
Page 43
LBV
BPH
PHXU
TFI
THO
ESR-1866
Design Load
Simpson
Stock No.
LBV1.56/9.25
LVL
100%
PSL
100%
LSL DF/SP
100% 100%
DF
SPF I-Joist
100% 100%
LBV1.56/11.88
LBV1.56/14
LBV1.81/7.25
2910
2910
2910
2910
2910
2885
2885
3190
3190
2590
2590
1925
1925
1495
1495
265
265
LBV1.81/11.25
LBV1.81/11.88
2910
2910
2910
2910
2885
2885
2885
2885
3190
3190
3190
3190
2590
2590
2590
2590
2060
2060
2060
2060
1495
1495
1495
1495
265
265
265
265
BPH17925
BPH1795
BPH1714
BPH1716
LBV2.06/14
2910
2910
2885
2885
3190
3190
2590
2590
2060
2060
1495
1495
265
265
265
265
265
LBV2.1/14
LBV2.1/16
2910
2910
2910
2885
2885
2885
3190
3190
3190
2590
2590
2590
2060
2060
2060
1495
1495
1495
265
265
265
LBV2.37/20
LBV2.56/16
2910
2910
2885
2885
3190
3190
2590
2460
2060
2060
1495
1495
265
265
LBV1.56/9.5
LBV1.56/11.25
LBV1.81/9.25
LBV1.81/9.5
LBV1.81/14
LBV1.81/16
LBV2.06/9.5
LBV2.06/11.88
LBV2.06/16
LBV2.1/9.5
LBV2.1/11.88
LBV2.37/14
LBV2.37/18
LBV2.56/18
LBV2.56/20
LBV2.56/22
LBV2.56/24
LBV2.56/26
LBV3.12/9.25
LBV3.12/9.5
LBV3.12/11.25
LBV3.12/11.88
LBV3.12/14
LBV3.56/9.25
LBV3.56/9.5
LBV3.56/11.25
LBV3.56/11.88
LBV3.56/12
LBV3.56/14
LBV3.56/16
LBV3.56/18
LBV3.56/20
LBV3.56/22
LBV3.56/24
LBV3.56/26
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
2590
2590
2590
2590
2590
2590
2590
2590
2590
2590
2590
2460
2460
2460
2460
2460
2460
2460
2460
2460
2460
2460
2460
2460
2460
2460
2460
2460
2460
2460
2460
2460
2460
1925
1925
1925
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
2060
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
ESR-1831
ESR-2104
ESR-1280
ESR-1781
Design Load
265
USP
Stock No.
BPH15925
LVL
100%
PSL
100%
LSL DF/SP
100% 100%
DF
SPF I-Joist
100% 100%
265
265
265
BPH15118
BPH1514
PHXU17725
3120
3120
3120
3120
4420
3065
3065
3065
3065
1990
1990
BPH17112
BPH17118
Uplift
160%
265
265
265
265
265
265
265
265
265
265
265
265
265
265
265
265
265
265
265
265
265
265
265
265
265
265
3065
2705
3065
3065
4425
3065
3065
4425
3340
3340
3395
3395
BPH2014
3340
3340
3340
BPH2014
TFI3520
TFI316
BPH1595
BPH15112
BPH2095
BPH20118
BPH2016
BPH2095
BPH20118
BPH2016
THO23140
TFI3518
TFI318
TFI320
TFI322
TFI324
TFI326
BPH31925
BPH3195
BPH31112
BPH31118
BPH3114
BPH35925
BPH3595
BPH35112
BPH35118
BPH3512
BPH3514
BPH3516
BPH3518
BPH3520
BPH3522
3120
1990
-- --
2705
2705
4425
1990
1990
3070
-- --- --- --
625
625
1035
3395
3395
3030
3030
2245
2245
-- --- --
625
625
3395
3395
3395
3395
3395
3395
3030
3030
3030
2245
2245
2245
-- --- --- --
625
625
625
3340
3340
3395
3395
3395
3395
3030
3030
2245
2245
-- --- --
625
625
2560
2560
2235
2235
2265
2265
2560
2560
1660
1660
3340
3340
3340
3340
3340
3340
3340
2715
2560
2560
2560
3245
3245
3245
3440
3440
3440
3440
3440
3485
3485
3485
3485
3430
3430
3430
3430
3430
3430
3065
Uplift
160%
3395
3395
3395
3395
3395
3395
3395
2715
2235
2235
2235
2920
2920
2920
3510
3510
3510
3510
3510
3510
3510
3510
3510
3510
3510
3510
3510
3510
3510
3395
3395
3395
3395
3395
3395
3395
2715
2265
2265
2265
2950
2950
2950
3775
3775
3775
3775
3775
3775
3775
3775
3775
3775
3775
3775
3775
3775
3775
TFI424
3245 2920 2950
BPH3526
3430 3510 3775
*Uplift values are not listed in ESR-1280
2705
2705
3030
3030
3030
3030
3030
3030
3030
2715
2560
2560
2560
3245
3245
3245
3440
3440
3440
3440
3440
3485
3485
3485
3485
3430
3430
3430
3430
3430
3430
3245
3430
2245
2245
2245
2245
2245
2245
-- --- --
-- --- --- --- --
-- --- --
625
625
625
625
625
625
625
625
625
2245
2280
1660
-- -2715
-- --
625
265
360 *
1660
1660
-- --- --
360 *
360 *
2345
2345
2345
2815
2815
2815
2815
2815
3280
3280
3280
3280
3280
3280
3280
3280
3280
3280
2345
3280
-- --- --- --- --
-- --- --- --- --- --- --- --- --- --
360 *
360 *
360 *
360 *
360 *
625
625
625
625
625
815
815
815
-- --- --- --
815
1140
1140
-- --- --
1140
1140
-- --- --- --- --
1140
1140
360 *
1140
USP2192-121
43
1/24/12
4:42 PM
Page 44
LBV
BPH
THO
ESR-1866
Design Load
LVL
100%
PSL
100%
LSL DF/SP
100% 100%
DF
SPF I-Joist
100% 100%
LBV4.12/9.5
LBV4.12/11.88
LBV4.12/14
2910
2910
2910
2885
2885
2885
3190
3190
3190
2060
2060
2060
LBV3.56/28
LBV3.56/30
LBV4.12/16
LBV4.28/9.5 *
LBV4.28/11.88 *
LBV4.28/14 *
LBV4.28/16 *
LBV4.75/9.5
LBV4.75/11.88
LBV4.75/14
LBV4.75/16
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2910
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
2885
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
3190
2460
2460
2060
2060
2460
2460
2460
2460
2460
2060
2060
2460
2460
2060
2060
2460
2460
2060
2060
2460
2460
2460
2060
2060
2060
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
1495
Uplift
160%
265
265
265
265
265
265
265
265
265
265
265
265
265
265
LBV4.75/18
LBV4.75/20
2910
2910
2885
2885
3190
3190
2460
2460
2060
2060
1495
1495
265
265
LBV5.12/11.25
LBV5.12/11.88
2910
2910
2885
2885
3190
3190
2460
2460
2060
2060
1495
1495
265
265
LBV5.12/9.25
LBV5.12/9.5
2910
2910
LBV5.12/14
2910
LBV5.12/16
2910
2885
2885
2885
2885
LCB
LCC3.5-4
LCC5.25-3.5
LCC5.25-4
LCC7-3.5
LCC7-4
44
2460
2460
2060
2060
1495
1495
1495
1495
265
265
265
265
Nails
Quad 2x10/12
3.5 LVL / PSL / LSL
3.5 LVL / PSL / LSL
5.25 LVL / PSL / LSL
5.25 LVL / PSL / LSL
7 LVL / PSL / LSL
7 LVL / PSL / LSL
LVL / PSL
100%
F1
160%
15820
20670
-- --- --
1615
1615
-- --- --
-- --- --
15820
20670
-- --
20670
-- --- --- --
THO20118-2
THO20140-2
THO20160-2
THO23950-2
THO23118-2
THO23140-2
THO23160-2
DF
SPF I-Joist
100% 100%
Uplift
160%
2330
2330
2700
3700
2700
3700
2270
2765
1115
1175
3430
3430
2330
2330
2330
2330
2330
2330
3535
3535
3535
3535
3510
3510
2665
3700
2665
2700
3700
3700
3635
3665
4405
4405
15820
20670
15820
3775
3775
2665
3430
3430
2665
3700
2665
3700
2665
2700
3700
3700
3635
3665
4405
4405
2700
3700
2700
3700
3280
3280
2240
-- --- -2630
2765
2240
2630
2630
2270
2765
3700
3665
3665
2765
2675
3005
4450
4450
3265
3265
1615
1615
1615
1615
1615
1615
1615
1615
2630
2630
2630
2630
2630
2630
2630
2630
2630
1140
1140
1115
1175
1115
1115
1175
1175
1175
1175
1175
1175
THO23180-2
THO23200-2
3535
3535
4685
4685
4685
4685
4770
4770
3520
3520
2630
2630
1175
1175
THO25118-2
THO25140-2
3535
3535
3665
4405
3665
4405
3665
4450
3005
3265
2630
2630
1175
1175
THO25925-2
THO25950-2
THO25112-2
THO25160-2
3535
3535
3535
3535
3665
3665
3665
4405
3665
3665
3665
4405
3665
3665
3665
3080
2710
3005
4450
3265
160%
4380
1175
160%
2820
2820
2820
No Code Listing
Design Loads
Triple 2x10/12
Triple 2x10/12
Quad 2x10/12
KLCC35-4
KLCC525-35
KLCC525-4
3.5 LVL / PSL
5.25 LVL / PSL
5.25 LVL / PSL
KLCC7-35
KLCC7-4
2630
1175
1175
1175
NER-530
USP
Stock No.
KLCC45-35
KLCC45-4
KLCC6-35
KLCC6-4
KLCC35-35
2630
2630
2630
Bolts
Nails
KLCC
DF/SP / S-P-F
100%
15820
20670
THO20160-2
THO20950-2
LSL DF/SP
100% 100%
CBE46
4370
CBE66
4360
2705
2705
Design Loads
Triple 2x10/12
Triple 2x10/12
Quad 2x10/12
THO20118-2
THO20140-2
PSL
100%
USP
Stock No.
CBE44
No Code Listing
Girder
BPH3528
BPH3530
THO20950-2
LVL
100%
CBE
160%
2705
4240
4230
LCC
LCC6-4
LCC3.5-3.5
2060
2060
160%
4250
LCB46
LCB66
Simpson
Stock No.
LCC4.5-3.5
LCC4.5-4
LCC6-3.5
3190
3190
2460
2460
ER-5708
Bolts
Simpson
Stock No.
LCB44
3190
3190
USP
Stock No.
ESR-1781
Design Load
Girder
Quad 2x10/12
3.5 LVL / PSL
7 LVL / PSL
7 LVL / PSL
DF/SP / S-P-F
100%
LVL / PSL
100%
F1
160%
16000
21000
-- --- --
-- --- --
16000
21000
-- --- --
-- --- --
16000
21000
-- --
21000
-- --- --- --
16000
21000
16000
-- --- --- --- --- --- --- --- --
Simpson
Stock No.
ESR-1831
1/24/12
4:42 PM
Page 45
LCE
Simpson
Stock No.
LCE4
Uplift
DF-L / SP Design Load - Used in Pairs
F1
F2
160%
1905
160%
1425
LEG
Simpson
Stock No.
LEG3
LEG5
1
LEG7
PBES
ER-112
160%
-- --
ESR-2615
Top Flange
Triangle Theory
Floor
11865
KLEG
1
Without
Top Flange
Floor
125%
12730
12730
100%
3465
3465
12730
3465
Roof
Uplift
125%
4330
4330
Simpson
Stock No.
4330
-- --
LGT2
Uplift
160%
2050
Design Load (160%)
DF-L / SP
F1
160%
700
2150
Masonry
F2 1
160%
170 *
700
170
F2 loads apply with LGT2 installation of 4-16d sinkers in optional nail holes .
1
LPCZ
Simpson
Stock No.
LPC4Z
LPC6Z
ESR-2604
Uplift
160%
760
915
LS
Simpson
Stock No.
LS30
LS50
LS70
LS90
LSCZ
Simpson
Stock No.
LSCZ
F1
160%
325
490
F2
160%
-- --- --
115%
125%
395
395
540
585
675
730
810
875
160%
395
730
915
1040
No Code Listing
Floor
100%
755
DF / SP Design Load
With
Top Flange
Floor
100%
11940
DF-L / SP Design Load1
Snow
115%
755
Without
Top Flange
Roof
Floor
12200
12200
3540
3540
125%
12200
11940
11940
100%
3540
Roof
Uplift *
4420
4420
5620
5635
125%
4420
160%
3845
1
USP
Stock No.
LUGT2
ESR-1465
Design Load (160%)
DF-L / SP
Uplift
F1
Installation
Type
Wood
Masonry
160%
2260
PB
USP
Stock No.
PB44-6TZ
PB66-6TZ
Uplift
160%
640
640
USP
Stock No.
MP3
MP5
MP7
MP9
CSH
USP
Stock No.
CSH-TZ
F2
160%
1015
1850
1
Masonry installation not listed in ESR-1465
1
MP
ER-112
100%
355
475
595
715
KLEG5
KLEG7
F2
160%
630
ESR-1280
LUGT
Installation
Type
Wood
USP
Stock No.
KLEG3
160%
-- --- --
LGT
ESR-1781
Uplift
F1
USP
160%
160%
Stock No.
PBES44
1755
1015
Roof
100%
11865
11865
160%
440
1220
460
ESR-1781
DF- L/ SP Design Load (160%)
F1
160%
1000
1000
F2
160%
400
400
ESR-1831
100%
340
455
570
685
115%
125%
395
430
525
570
655
715
785
855
160%
485
730
910
1095
Floor
100%
890
DF / SP Design Load
Roof
115%
890
USP2192-121
45
1/24/12
4:42 PM
Page 46
LSSU
Floor
100%
1110
1110
1110
LSSUI35
LSSUH310 *
1110
2295
LSSUI2.06 *
LSSU2.1 *
LSTA12
LSTA15
1145
1145
1205
1205
1145
1145
1205
1205
1145
1600
1205
1600
1625
1625
1625
1625
1150
1150
450
785
785
785
785
785
1150
1150
1150
6
6
LSSH15-TZ *
LSSH210
LSTA24
LSTA30
LSTA36
Strap
Location
Uncracked
Corner
Corner
Cracked
Corner
Corner
Wind and
SDC A & B
SDC C-F
2860
2860
2185
2185
2355
2355
1975
1975
ESR-2105
160%
2975
4205
3105
3105
1310
2600
785
1140
1140
1310
1310
1140
1825
1310
1825
1920
1920
815
160%
980
980
1585
1585
740
1425
1425
1065
1065
1425
1825
980
1195
1310
1310
1425
1425
1920
1920
1920
1920
980
980
1585
1585
ESR-1781
Tension 160%
740
930
1115
1235
1235
1235
1640
1640
Min.
Stem
6
6
STAD8
STAD8RJ
6
6
USP
Stock No.
LSTI49
LSTI73
980
1195
2855
2855
STAD8
STAD8RJ
LSTI
1425
2600
2485
2485
STAD
USP
Stock No.
740
1065
1065
1425
1425
LSTA18
LSTA21
DF / SP Uplift 160%
855
1425
1425
1310
1310
1140
1140
1640
1640
785
1310
1310
1140
1140
685
LSSH25
LSSH31
LSTA12
LSTA15
Uplift
125%
Skewed Only or Sloped & Skewed Hangers
LSSH20
LSSH23
LSSH35
Roof
115%
Sloped Only Hangers
1140
2485
LSSH179
LSSH20
925
1110
ESR-2920
LSTHD8
LSTHD8RJ
LSSH31
LSSH35
USP
Stock No.
LSTA9
1235
1235
1235
Min.
Stem
100%
LSSH20
LSSH20
LSTA
Tension 160%
740
6
6
46
LSSH23
LSSH25
875
875
ESR-2105
LSTHD8
LSTHD8RJ
Simpson
Stock No.
LSTI49
LSTI73
875
1150
885
LSTHD
LSTI
1390
2295
885
LSTA30
LSTA36
USP
Stock No.
1275
2295
1390
1390
885
LSTA18
LSTA21
LSTA24
685
1140
1140
LSSH15-TZ *
LSSH210
LSSH179
3035
3035
1625
1625
Floor
535
875
875
2795
2795
995
1600
160%
USP
Stock No.
1390
1390
1390
2430
2430
995
995
Uplift
1275
1275
1275
1275
1275
995
995
LSSUH310 *
LSSU210-2
Simpson
Stock No.
LSTA9
125%
LSSU2.1 *
LSSUI35
LSTA
115%
Sloped Only Hangers
1110
1110
LSSUI25
LSSUI2.06 *
LSSU410
Roof
ESR-1781
ESR-2787
DF / SP Uplift 160%
Strap
Location
Uncracked
Corner
Corner
Cracked
Corner
Corner
SDC C-F
2405
2405
2060
2060
1685
1685
1445
1445
ESR-1831
160%
3150
4130
Wind and
SDC A & B
LSSU28
LSSU210
LSSUI25
LSSU28
LSSU210
LSSH
ESR-2551
Simpson
Stock No.
LSSU210-2
LSSU410
1/24/12
4:42 PM
Page 47
LSU
Simpson
Stock No.
LSU26
LSU26
LSSH
ESR-2551
Floor
Roof
100%
115%
125%
Sloped Only Hangers
665
765
800
665
765
800
LTA
Uplift
160%
535
LSSH15-TZ
535
LSSH15-TZ
F2
160%
LTB
1210
N16
O40
Simpson
Stock No.
LTHJA26
LTHJA26
LTP
Simpson
Stock No.
LTP4
LTP5
ESR-2554
Carried
Combination
Side Hip & Center Jack
Double Hip
Direction
of Load
G
H
G
H
Simpson
LTS18
LTS20
1165
1270
Roof
Uplift
115%
125%
160%
1165
1270
1165
1270
295
580
100%
Design Load
125%
160%
585
545
620
545
620
545
515
515
645
645
670
670
ESR-2613
Uplift 160%
10d x 1-1/2
720
720
720
720
10d
775
775
775
775
ESR-1781
ESR-1781
USP
Stock No.
HJC
HHC
USP
Stock No.
HJC26
HHC26
MPF
ESR-2606, ER-112
LTS
Stock No.
LTS12
LTS16
Floor
100%
740
F2
160%
N
O40
Simpson
Stock No.
LTB20
LTB40
Member
740
Uplift
USP
160%
Stock No.
LPTA
810
1500
1250
*Design loads as listed in USP's 56th Edition Full Line Catalog and based on
installation parallel to wall.
ESR-2608
LTHJA
Uplift
160%
2031C
F1
160%
Uplift
160%
Simpson
Stock No.
LTA2
950
220
*Design loads are based on installation parallel to wall.
Floor
Roof
100%
115%
125%
Sloped Only Hangers
685
785
855
685
785
815
LPTA
F1
160%
USP
Stock No.
USP
Stock No.
ESR-1465
Carried
Floor
100%
Member
Combination
Side Hip & Center Jack
Double Hip
2385
2980
Roof
Uplift
115%
125%
160%
2740
3425
ESR-1881
Installation
Type
Direction
of Load
100%
Type 1
Type 2
H
H
565
565
MP4F
MP6F
LTW
USP
Stock No.
LTW12
LTW16
LTW18
LTW20
Type 1
Type 2
H
H
565
565
2980
3505
1840
1015
Design Load
125%
160%
705
660
605
605
845
660
605
605
ESR-2104
Uplift 160%
10d x 1-1/2
775
775
775
775
10d
775
775
775
775
USP2192-121
47
1/24/12
4:42 PM
Page 48
LTT
LTTI
ER-130
ER-130
Nails
Simpson
Stock No.
LTT19
160%
1340
LUCZ
Simpson
Stock No.
LUC26Z
LUC210Z
LUS
1625
-- --
Floor
100%
465
700
930
1165
565
845
1125
1410
Floor
100%
Roof
115%
125%
810
1345
Floor
100%
LUS310
LUS24-2
1315
800
670
865
115%
765
990
LUS28
LUS210
LUS36
1100
1340
1030
1255
1525
1180
LUS26-2
LUS28-2
1030
1315
1180
1500
LUS46
LUS48
LUS410
LUS414
LUS26-3
LUS28-3
LUS210-3
48
875
1455
Uplift
160%
730
1100
ESR-2549
Simpson
Stock No.
LUS24
LUS26
LUS210-2
LUS214-2
LUS44
Uplift
160%
265
565
850
850
265
565
865
850
1830
2110
800
1030
1315
1830
2110
1030
1315
1830
1500
910
2090
2410
910
1180
1500
2090
2410
1180
1500
2090
Roof
USP
Stock No.
JL24
JL26
JL28
JL210
SUH24R
SUH26R
SUH28R
SUH210R
JLIF-TZ
USP
Stock No.
JL26IF-TZ
JL210IF-TZ
JUS
160%
1205
ESR-1280
Floor
100%
455
685
1140
1595
550
830
1105
1380
115%
525
785
1295
1835
635
950
1270
1585
Floor
100%
695
1275
800
1465
1075
1305
1015
1235
1500
1170
1165
1165
JUS26-2
JUS28-2
1015
1290
1170
1485
JUS46
JUS48
1015
1290
1170
1485
2265
2610
985
1280
1625
2265
2610
1280
1625
2265
USP
Stock No.
JUS24
JUS26
Floor
100%
JUS310
JUS24-2
1800
780
1745
1745
440
JUS210-2
JUS214-2
JUS44
1745
1745
1165
JUS410
JUS414
JUS26-3
1165
1165
1165
1745
JUS28-3
JUS210-3
Uplift
160%
245
485
885
1095
360
725
800
1085
Uplift
160%
730
1095
ESR-1881
JUS28
JUS210
JUS36
1280
1625
870
1595
1165
1165
1165
1165
440
125%
570
855
1295
1875
690
1035
1380
1725
1360
1650
1280
1625
985
Roof
Roof
115%
125%
Uplift
160%
490
1165
1175
-- --
ESR-1781
125%
825
1070
Bolts
160%
-- --
1105
2805
JL
SUH
ESR-2549
710
1185
Nails
LTS20B
LTTI31
ESR-2549, ER-5708
Roof
115%
125%
530
575
795
860
1060
1150
1325
1435
640
695
965
1040
1285
1335
1605
1735
ER-0200
USP
Stock No.
LTS19
160%
-- --
1500
1350
LU
Bolts
ER-0200
655
850
1800
2345
780
1800
2345
1015
1290
1800
115%
750
975
2070
900
2070
2700
900
2070
2700
1170
1485
2070
Roof
125%
Uplift
160%
1345
1630
1220
1115
1115
1355
820
1060
2250
965
1220
1615
2250
2935
965
1220
1615
2250
2935
1220
1615
2250
510
1115
1980
325
1355
1355
1980
1980
325
1355
1355
1980
1980
1355
1355
1980
LTT20B
LTTI31
Simpson
Stock No.
LU24
LU26
LU28
LU210
LU24R-18
LU26R-18
LU28R-18
LU210R-18
LTS
LTTI
1/24/12
4:42 PM
Page 49
MAB
Simpson
Stock No.
MAB15Z
MAB23Z
ER-5708
F1
160%
Plate
Size
2 x 4,6
2 x 4,6
500
500
F2
Uplift
160%
160%
500
500
MBHA
Solid Concrete
Simpson
Stock No.
MBHA3.12/9.25
MBHA3.12/11.25
MBHA3.56/7.25
Maximum
Download
6050
6050
4380
MBHA3.56/11.88
MBHA3.56/14
6050
6050
MBHA3.56/16
MBHA3.56/18
MBHA5.50/7.25
MBHA5.50/9.25
MBHA5.50/11.25
MBHA5.50/11.88
MBHA5.50/14
MBHA5.50/16
MBHA5.50/18
6050
6050
6050
6050
Simpson
Stock No.
MBHU3.56/16KT
MBHU3.56/18KT
MBHU5.50/16KT
MBHU5.50/18KT
3775
3775
5330
5330
3475
3475
5330
5330
5330
5330
1885
3775
3775
6050
6050
4380
5330
5330
3775
3775
6050
6050
MBHU
3775
3775
1885
Maximum
Download
5330
5330
4380
3775
3775
4380
6050
6050
Grouted CMU
Uplift
160%
3775
3775
5330
5330
3775
3775
3475
3475
1885
Download
100/115/125%
2440
2440
3260
3260
160%
1720
1720
2175
2175
CMU
Download
100/115/125%
4190
4190
6970
6970
Solid Concrete
USP
Stock No.
NFM3X10U
NFM3X12U
NFM35X8U
Maximum
Download
7130
7130
7130
NFM35X1178U
NFM35X14U
7130
7130
3475
3475
NFM35X16U
NFM35X18U
7130
7130
7130
7130
1885
3475
3475
NFM6X8U
NFM6X10U
NFM6X12U
7130
7130
10310
3475
3475
NFM6X16U
NFM6X18U
10310
10310
NFM6X1178U
NFM6X14U
160%
2715
2715
3485
3485
USP
Stock No.
UMH358
UMH358
UMH558
UMH558
Grouted CMU
3165
3165
3165
Maximum
Download
7130
7130
7130
Uplift
160%
3165
3165
7130
7130
3165
3165
3165
3165
3165
3165
10310
10310
UMH
Uplift
Design Load
Uplift
160%
NFM35X10U
NFM35X12U
3475
3475
5330
5330
Design Load
Uplift
F1
F2
Uplift
USP
Plate
160%
160%
160%
Stock No.
Size
ST1-TZ
2 x 4,6
565
745
825
ST2-TZ
2 x 4,6
565
745
825
3475
3475
Concrete
NER-530
NFM_U
ESR-2616
Design Load
Uplift
160%
MBHA3.56/9.25
MBHA3.56/11.25
565
565
ST
7130
7130
7130
7130
3165
3165
3070
7130
7130
10310
3070
3070
10310
10310
3070
3070
3165
3165
3165
3165
3165
3165
3165
3165
3165
3070
10310
10310
3070
3070
3070
3070
Concrete
Download
100/115/125%
5200
5200
5200
5200
Design Load
Uplift
160%
4785
4785
4785
4785
CMU
Download
100/115/125%
5870
5870
5870
5870
Uplift
160%
4785
USP2192-121
4785
4785
4785
49
1/24/12
4:42 PM
Page 50
MEG
Design Load
Without
Top Flange
Top Flange
Triangle Theory
Floor
100%
13570
13570
Roof
125%
Floor
100%
14865
14865
Roof
125%
5170
5170
Uplift
160%
6460
6460
1
META
Simpson
Stock No.
META12
META14
META16
META18
META20
META22
META24
META40
No. of
Plys
1
-- --- --
Uplift
1450
SP Design Load (160%)
F1
340
F2
725
1450
1450
1450
340
340
340
725
725
725
1450
1450
1
1
1
1
1
340
340
1450
1450
340
340
725
725
HTA16-18
HTA20-18
HTA20-18
HTA24-18
HTA24-18
725
725
Simpson
Stock No.
MIT
3965
3965
Simpson
Stock No.
MIT29.5
MIT211.88
LVL
100%
2550
2550
PSL
100%
2140
2140
LSL
100%
2115
2115
DF/SP
100%
2305
2305
SPF
100%
1665
1665
DF
I-Joist
100%
1230
1230
Uplift
160%
215
215
MIT1.81/14
MIT1.81/16
2550
2550
2140
2140
2115
2115
2305
2305
1665
1665
1230
1230
215
215
MIT9.5
MIT11.88
MIT3514
MIT3516
MIT3518
MIT3520
MIT311.88
MIT314
MIT316
MIT318
MIT320
MIT29.5-2
MIT211.88-2
50
2550
2550
2550
2550
2550
2550
2550
2550
2550
2550
2550
2550
2550
2140
2140
2140
2140
2140
2140
2140
2140
2140
2140
2140
2000
2000
2115
2115
2115
2115
2115
2115
2115
2115
2115
2115
2115
2115
2115
2305
2305
2305
2305
2305
2305
2305
2305
2305
2305
2305
2305
2305
1665
1665
1665
1665
1665
1665
1665
1665
1665
1665
1665
1665
1665
1230
1230
1230
1230
1230
1230
1230
1230
1230
1230
1230
1230
1230
With
Top Flange
Floor
100%
12635
12635
Roof
125%
Floor
100%
12635
12635
Roof
125%
5285
5285
Uplift *
160%
6610
6610
5620
5635
2031C
No. of
Plys
Uplift
1
1
1
1400
1400
1400
1
1
1400
1400
1
1
SP Design Load (160%) **
F1
F2
395
395
325
325
395
395
325
325
395
395
395
1400
1400
MUGT
325
325
325
215
215
Wood
Concrete/CMU
MUGT15
4175
4175
ESR-1280
ESR-1831
ESR-1781
Design Load
USP
Stock No.
BPH1595
THO15118
LVL
100%
3120
1345
PSL
100%
3065
1290
LSL
100%
3065
1335
DF/SP
100%
2705
1205
SPF
100%
1990
1015
DF
I-Joist
100%
-- -1205
Uplift
160%
625
270
BPH1714
BPH1716
3340
3340
3395
3395
3395
3395
3030
3030
2245
2245
-- --- --
625
625
BPH1795
THO17118
THO23140
TFI3516
215
215
THO25140
TFI316
215
215
215
215
DF / SP Design Load
Uplift
160%
Installation
Type
USP
Stock No.
215
215
215
215
215
660
ESR-1831
TFI
BPH
THO
ESR-2615
Design Load
Design Load 1
Without
Top Flange
HTA48 *
1
1615
590
*Not listed in 2031C
**Design loads as listed in USP's 56th Edition Full Line Catalog
DF / SP Design Load
Uplift
160%
Wood
Concrete/CMU
MGT
ESR-1280
1
USP
Stock No.
HTA16-18
HTA16-18
Installation
Type
USP
Stock No.
KMEG5
KMEG7
HTA
1
1
MGT
KMEG
1
TFI3518
TFI3520
THO25118
3340
1345
2715
2560
2560
2560
1835
2715
2560
3395
1290
2715
2235
2235
2235
1835
2715
2235
3395
1335
2715
2265
2265
2265
1835
2715
2265
TFI318
2560
2235
2265
TFI320
2560
2235
2265
THO15950-2
2330
2490
2490
THO15118-2
2330
2465
2465
*TFI uplift values are not published in ESR-1280.
3030
1305
2715
2560
2560
2560
1835
2715
2560
2560
2560
2500
2490
2245
1095
-- -1305
625
270
2280
1660
2715
-- --
265
360 *
2280
1660
2715
-- --
265
360 *
1660
1660
1540
1660
1660
1860
1845
-- --- -1835
-- --- -2630
2630
360 *
360 *
265
360 *
360 *
1115
1115
Simpson
Stock No.
MEG5
MEG7
ESR-2615
1/24/12
4:42 PM
Page 51
MIT
TFI
THO
ESR-2615
Design Load
Simpson
Stock No.
MIT49.5
MIT411.88
LVL
100%
2550
2550
PSL
100%
2140
2140
LSL
100%
2115
2115
DF/SP
100%
2305
2305
SPF
100%
1665
1665
DF
I-Joist
100%
1230
1230
MIT420
MIT4.28/9.5
2550
2550
2140
2140
2115
2115
2305
2305
1665
1665
1230
1230
MIT414
MIT416
MIT418
MIT4.28/11.88
MIT4.28/14
MIT359.5-2
MIT3511.88-2
MIT3514-2
MIT39.5-2
MIT311.88-2
MIT314-2
MIT5.12/16
2550
2550
2550
2550
2550
2550
2550
2550
2550
2550
2550
2550
2140
2140
2140
2140
2140
2140
2140
2140
2140
2140
2140
2140
2115
2115
2115
2115
2115
2115
2115
2115
2115
2115
2115
2115
MIU
Floor
100%
2305
2880
MIU1.81/14
MIU1.81/16
3170
3455
MIU1.81/18
MIU2.37/9
MIU2.37/11
MIU2.37/14
MIU2.37/16
MIU2.37/18
MIU2.37/20
MIU2.56/9
MIU2.56/11
MIU2.56/14
MIU2.56/16
MIU2.56/18
MIU2.56/20
MIU3.12/9
MIU3.12/11
MIU3.56/9
MIU3.56/11
MIU3.56/14
MIU3.56/16
MIU3.56/18
2305
2305
2305
1665
1665
1665
2305
2305
1665
1665
2305
2305
1665
1665
2305
2305
2305
1665
1665
1665
2305
2305
1665
1665
1230
1230
1230
1230
1230
1230
1230
1230
1230
1230
1230
1230
2305
2880
3500
2305
2880
3170
3455
3745
4030
2305
2880
3170
3455
3745
4030
2305
2880
2305
2880
3170
3455
3745
Roof
115%
125%
2615
2820
3060
3080
2615
3135
2820
3135
3530
2615
3550
2820
3530
3530
3135
3595
3920
4045
4060
2615
3135
3595
3920
4045
4060
2615
3135
2615
3135
3595
3920
4045
3550
3550
3135
3875
4045
4045
4060
2820
3135
3875
4045
4045
4060
2820
3135
2820
3135
3875
4045
4045
ESR-1280
ESR-1781
Design Load
Uplift
160%
215
215
USP
Stock No.
THO17950-2
THO17118-2
LVL
100%
2330
2330
PSL
100%
2555
2355
LSL
100%
2555
2355
DF/SP
100%
2580
2375
SPF
100%
1905
1765
DF
I-Joist
100%
2630
2630
Uplift
160%
1115
1115
215
215
TFI420
THO20950-2
2560
2330
2235
2665
2265
2665
2560
2665
1660
2240
-- -2630
360 *
1115
215
215
THO23950-2
THO23118-2
3535
3535
215
215
215
215
215
215
215
215
215
215
TFI414
TFI416
TFI418
THO20118-2
THO20140-2
THO23140-2
THO25950-2
THO25118-2
THO25140-2
THO25160-2
2560
2560
2560
2235
2235
2235
Uplift
160%
230
230
2270
2765
2630
2630
3535
3535
3535
4405
3665
3665
4405
3665
3665
4450
3665
3665
3265
2710
3005
2630
2630
2630
3535
3535
3635
3665
4405
4405
230
230
230
230
230
230
230
230
230
230
230
230
230
210
210
210
210
210
3635
3665
4405
4405
THF23180
THF23180
THF25925
THF25112
THF25140
THF25160
THF25160
THF25160
THF15925-2
THF15112-2
HD410
HD412
HD414
HD416
HD418
4450
4450
2675
3005
3265
3265
1115
1175
2630
2630
1175
1175
1175
1175
1175
2630
2630
1175
1175
ESR-1781
3100
3100
THF23118
THF23140
THF23160
3665
3665
360 *
360 *
360 *
ESR-1781
HD1714
HD1714
HD1714
THF23925
-- --- --- --
2700
3700
Floor
100%
1370
1825
230
230
1660
1660
1660
2700
3700
USP
Stock No.
THF15925 Max
THF15112 Max
HD17925
HD17112
2560
2560
2560
2700
3700
*TFI uplift values are not published in ESR-1280.
230
230
230
230
2265
2265
2265
2330
2330
THF
HD
ESR-2552
Simpson
Stock No.
MIU1.56/9
MIU1.56/11
MIU1.81/9
MIU1.81/11
2540
2870
3100
1370
1595
2090
2550
2785
2785
1370
1595
2090
2550
2550
2550
1390
1625
2540
3100
3385
3665
3950
Roof
115%
125%
1575
1710
2100
2155
2775
2975
2775
3045
3235
1575
3330
1710
3235
3235
1835
2400
2935
3200
3200
1575
1835
2400
2935
2935
2935
1600
1870
2920
3565
3890
4215
4540
3330
3330
1995
2610
3035
Uplift
160%
280
280
1065
1065
1065
1065
1065
175
360
360
360
3480
3480
1295
1295
2610
3035
360
360
1710
1995
3035
3035
175
360
360
360
1740
2030
3175
1115
1115
1905
4570
4570
2285
1425
3880
4230
1905
1905
USP2192-121
51
1/24/12
4:42 PM
Page 52
MIU
MIU4.28/9
MIU4.28/11
2305
2880
MIU4.28/14
MIU4.28/16
MIU4.75/9
MIU4.75/11
MIU4.75/14
MIU4.75/16
MIU4.75/18
MIU4.75/20
MIU5.12/9
MIU5.12/11
MIU5.12/14
MIU5.12/16
MIU5.12/18
MIU5.12/20
MP
2880
3170
3455
3170
3455
2305
2880
3170
3455
3745
4030
2305
2880
3170
3455
3745
4030
Roof
115%
125%
4060
4060
2615
2820
3135
3595
3920
3135
3875
4045
3595
3920
3875
4045
2615
3135
2615
3135
3595
3920
4045
4045
4045
4060
2615
3135
3875
4045
4045
4060
4045
4060
MSTA
Simpson
Stock No.
MSTA9
MSTA12
MSTA15
MSTA18
MSTA21
MSTA24
MSTA30
MSTA36
MSTA49 *
52
1390
1855
THF20112-2
THF20140-2
THF20140-2
THF20140-2
THF20140-2
210
210
210
HD210-3
HD212-3
THF23140-2
210
210
THF23160-2
THF25925-2
THF23160-2
THF23160-2
THF25112-2
THF25140-2
THF25160-2
THF25160-2
THF25160-2
TPP
1855
2320
2320
2320
2320
2540
3100
2540
3050
3050
3050
1390
1855
2540
3050
3050
3050
Roof
115%
125%
4540
4570
1600
1740
2135
2670
2670
2320
2900
2900
2670
2670
2900
2900
1600
2135
Uplift
160%
1425
1115
1115
1115
1115
1740
2320
2920
3565
2920
1115
1115
1115
1115
3175
3880
3175
3505
3505
1905
1905
1220
3810
3810
3505
1600
1220
1220
3810
1740
2135
2920
3505
1220
1115
2320
3175
3810
3505
3505
1115
1220
1220
3810
3810
1220
1220
No Code Listing
USP
Stock No.
TPP14
TPP24
TPP58
MST
MST48
MST60
MST72
THF20925-2
THF20112-2
210
210
MP24
MP36
Simpson
Stock No.
MST27
MST37
210
210
210
210
210
No Code Listing
Simpson
Stock No.
MP14
Floor
100%
3950
1390
210
210
4060
2820
3135
3595
3920
USP
Stock No.
HD418
THF20925-2
210
210
2820
3135
3875
ESR-1781
Uplift
160%
210
210
210
210
210
2820
3135
ESR-1781
KST
ESR-2105
Nails
DF / SP Design Load
Tension 160%
3700
5080
Bolts
2165
3025
5310
6730
6730
3675
4485
4485
ESR-2105
DF / SP Design Load
Tension 160%
USP
Stock No.
KST227
KST237
MSTA
750
940
1640
2050
MSTA24
MSTA30
2050
2020
Nails
4540
5140
KST248
KST260
KST272
USP
Stock No.
MSTA9
MSTA12
1130
1315
1505
ESR-1831
DF / SP Design Load
Tension 160%
2285
3240
5140
6720
6720
3915
4910
4910
ESR-1781
DF / SP Design Load
Tension 160%
750
935
MSTA15
MSTA18
MSTA21
1125
1310
1500
MSTA36
MSTA48
2065
2045
1640
2065
Bolts
Floor
100%
4030
2305
MIU4.12/11
MIU4.12/14
MIU4.12/16
THF
HD
ESR-2552
Simpson
Stock No.
MIU3.56/20
MIU4.12/9
1/24/12
4:42 PM
Page 53
MSTAM
DF / SP Design Load
Uplift 160%
1500
1870
Simpson
Stock No.
MSTC28
MSTC40
MSTC52
Uplift 160%
MSTC
MSTC66
MSTC78
DF / SP Design Load
Uplift 160%
1545
1945
3455
4745
4745
USP
Stock No.
MSTC28
MSTC40
MSTC52
Uplift 160%
No ICC-ES or IAPMO Code Listings
MSTCB
3930
4440
Stock No.
XMSTC48B3
MSTC66B3
Stock No.
MSTC48B3
MSTC66B3
MSTCM
Uplift 160%
4220
Simpson
Stock No.
MSTI26
MSTI36
MSTI48
DF / SP Design Load
Uplift 160%
MTS18
MTS20
MTS30C *
Roof
115%
125%
Floor
100%
4650
5025
4650
5025
4650
5025
ESR-2613
Uplift 160%
10d x 1-1/2
1000
1000
10d
1000
1000
1000
1000
1000
1000
1000
1000
1000
USP
Stock No.
MSTCM40
Uplift 160%
3665
USP
Stock No.
KSTI226
KSTI236
KSTI248
DF / SP Design Load
Uplift 160%
ESR-1831
2810
3890
5140
1000
1000
1000
5140
5140
HJHC
No Code Listing
Simpson
Stock No.
MTS12
MTS16
4800
5495
KSTI260
KSTI272
5080
5080
Header
2 ply 2x6
2 ply 2x8
Uplift 160%
KSTI
2745
3800
5065
MTHM
6015
6015
MSTCM
ESR-2105
MSTI60
MSTI72
3860
4715
4715
USP
MSTI
ESR-1465
MSTC66
MSTC78
Simpson
Stock No.
MSTCM40
MTS30
MTS24C *
MSTC
ESR-2105
Uplift 160%
Simpson
USP
Stock No.
MSTAM24
MSTAM36
5860
5860
MSTCB
MTS
MSTAM
Simpson
Stock No.
MSTAM24
MSTAM36
Simpson
Stock No.
MTHM
MTHM
Uplift
160%
1790
1790
USP
Stock No.
HJHC26
HJHC28
MTW
No Code Listing
Header
2 ply 2x6
2 ply 2x8
USP
Stock No.
MTW12
MTW16
MTW18
MTW20
MTW30
MTW24C
MTW30C
Floor
100%
2980
3505
Roof
115%
125%
3425
3505
3505
3505
Uplift
160%
1840
1840
ESR-2104
Uplift 160%
10d x 1-1/2
10d
1195
1195
1195
1195
1195
1195
1195
1195
1195
1195
1195
1195
1195
1195
USP2192-121
53
1/24/12
4:42 PM
Page 54
MTSM
Simpson
Stock No.
MTSM16
MTSM20
Simpson
Stock No.
MUS26
MUS28
N
HTWM
Uplift
160%
860
860
USP
Stock No.
HTWM16
HTWM20
MUS
ESR-2549
Floor
100%
1295
1730
Simpson
Stock No.
DF SP Design Load
Roof
115%
125%
1480
1795
Uplift
160%
1605
2140
1090
1555
USP
Stock No.
MUS26
MUS28
NA
Uplift
160%
1225
1225
Floor
100%
1285
1710
Roof
115%
125%
1475
1970
Uplift
160%
1605
2140
865
1230
N8
N8DHDG
Description
0.131" x 1-1/2"
0.131" x 1-1/2"
Finish
HDG
HDG
USP
Stock No.
NA11
NA11-1MC
Description
0.131" x 1-1/2"
0.131" x 1-1/2"
Finish
HDG
HDG
N10DHDG
N10D5HDG
N16
0.148" x 1-1/2"
0.148" x 1-1/2"
0.162" x 2-1/2"
HDG
HDG
Bright
NA9D-1MC
NA9D-5MC
NA16D
0.148" x 1-1/2"
0.148" x 1-1/2"
0.162" x 2-1/2"
HDG
HDG
HDG
N8D5HDG
N10
HDG
HDG
0.131" x 1-1/2"
0.148" x 1-1/2"
NCA
ESR-2608
Simpson
Stock No.
NCA2x8-12
ESR-1781
MBG816
MBG1016
MBG1216
NS
NSP
PL
KNS
Simpson
Stock No.
O
Simpson
Stock No.
OS
DF / SP Design Load
Tension
OT
OHT
5045
1435
1535
2585
2585
5045
1435
1535
160%
1565
-- --- --
F1
160%
1565
160%
-- --
2585
2585
815
815
-- --- --
Ornamentals
No Code Listings
Uplift
USP
Stock No.
KNS1
PL4
KNS1
PL4
NS1
NS2
NSP1
NSP2
54
MBG
HDG
HDG
MBG1012
MBG1212
NCA2x8-16
NCA2x10-16
NCA2x12-16
OHA33
OHA36
0.131" x 1-1/2"
0.148" x 1-1/2"
USP
Stock No.
MBG812
NCA2x10-12
NCA2x12-12
OHS135
OL
OHL
NA11-5MC
NA9D
USP
Stock No.
ST12-O
-- -565
565
KHST64-O
L12-O
LH12-O
-- --- --
KHL33-O
KHL36-O
T1212-O
TH12-O
No Code Listings
Uplift
DF / SP Design Load
Tension
-- --- --- --
-- --- --- --
160%
-- --
-- --- --- --- --
F1
160%
-- --
160%
-- --
-- --- --
-- --- --
-- --- --
-- --- --- --- --- --
MUS
1/24/12
4:42 PM
Page 55
PA
Simpson
Stock No.
PA18
PA23
PA28
PA35
PA
Simpson
Stock No.
PA51
PA68
ER-5708
Nailer
Size
2x Ledger
PAHD42
PAI
Simpson
Stock No.
PAI18
PAI23
PAI28
PAI35
160%
2845
4x Ledger
2845
2605
2x Ledger
4x Ledger
3685
3685
3685
2x Ledger
3685
3685
4x Ledger
2x Ledger
3685
3685
4x Ledger
3685
3685
ER-5655
Uplift
160%
ER-1211
Type
Single Pour
Single Pour
Two Pour
Two Pour
2500 psi Concrete
Edge Distance
1/2"
8"
160%
160%
1225
2205
1400
2945
1225
2205
1400
2765
Min.
Stem
Wall
6
8
6
8
ER-5708
Nailer
Size
2x Ledger
4x Ledger
2x Ledger
4x Ledger
2x Ledger
4x Ledger
2x Ledger
4x Ledger
USP
Stock No.
PA18
PA23
PA28
PA35
NER-505
Nailer
Size
Max Capacity
Design Load *
Concrete
4x Ledger
Max Capacity
4x Ledger
Max Capacity
4x Ledger
Max Capacity
4x Ledger
TA
160%
3035
3035
3035
3700
3700
3700
3700
3700
3700
3700
3700
3700
NER-505
Uplift
160%
USP
Stock No.
TA51
1905
TA71
1905
2030
2030
PAHD
Simpson
Stock No.
Design Load
Concrete
PA
Concrete
160%
1805
1505
1355
2560
2255
2105
3460
3160
3010
3685
3685
3685
PAHD42
NER-505
2500 psi Concrete
Min.
Edge Distance
Stem
1/2"
8"
USP
Type
Wall
160%
160%
Stock No.
Single Pour
6
2220
3065
Single Pour
8
2220
3065
PAHD42
Two Pour
6
2220
3065
Two Pour
8
2220
3065
PAI
NER-505
Concrete
Nailer
160%
Size
Max Capacity
2475
PAI18
2475
4x Ledger
2270
Max Capacity
3700
3510
PAI23
4x Ledger
3095
Max Capacity
3700
3700
PAI28
4x Ledger
3700
Max Capacity
3700
3700
PAI35
4x Ledger
3700
USP
Stock No.
USP2192-121
55
1/24/12
4:42 PM
Page 56
PB
Simpson
Stock No.
PB44
PB44R
DF-L / SP Design Load 160%
Nails
Bolts
F1
F2
Uplift
F1
Uplift
1365
1365
765
765
1365
1640
1640
1325
1325
765
765
765
1325
1325
1325
PBS
Simpson
Stock No.
PBS44A
PBS46
PBS66
PC
Simpson
Stock No.
PC44-16
PC44
PC46-16
PC46
PC48-16
PC48
PC64-16
PC64
PC66-16
PC66
PC68
PC84
PC86
PC88
PF
PFD
Fastener
Type
Nails
Bolts
Nails
Bolts
Nails
Bolts
-- --- --- --
Uplift
160%
160%
1165
885
230
885
1165
885
360
885
1865
1700
570
1700
160%
2400
2400
2400
2400
3160
4000
Uplift
1700
1000
925
1475
1700
1000
925
925
1000
1700
1000
1700
1000
1700
1700
1700
-- --- --- --
Bearing
100%
6665
6665
9335
9335
9335
9335
PCM48
PCM6416
-- --- --
-- --- --- --- --- --
1070
1020
885
955
1050
1105
1050
No Code Listing
1180
1180
-- --- --
Uplift
1430
2860
-- --
1135
1135
2860
Uplift
160%
310
280
280
310
620
560
620
-- -1430
-- --
F1
1020
PCM46
PCM4816
PCM64
PCM6616
PCM66
PCM68
PCM84
PCM86
PCM88
JPF
JDS
FHD
-- -1020
-- --
-- --
Bearing
100%
6775
6775
13815
13815
16005
16005
ESR-1781
Uplift
1900
1100
1545
1300
1100
1900
1100
1900
1120
1795
1120
1480
1850
1480
1545
1765
1850
1765
1850
1480
1905
1765
2115
2115
2115
1795
1795
F2
1300
1545
1300
2115
1765
1795
1795
1795
1905
1905
1905
2115
2115
1905
1905
ESR-1465
No Code Listing
Floor
100%
JDS26
FHD26
1575
1235
PRT
-- -910
-- --
-- --
F1
USP
Stock No.
JPF24
JDS24S
JDS24
JPF26
JDS26S
F2
910
NER-608
PCM
-- --- --
955
885
1405
1405
2100
F2
1135
Nails
(160%)
USP
Fastener
Uplift
F1
F2
Stock No.
Type
Nails
2600
1405
1300
WAS44
Bolts
2600
1415
1300
Nails
2600
1405
1300
WAS44
Bolts
2600
1485
1300
Nails
3295
2100
1540
WAS44
Bolts
4370
2165
1540
2075
925
-- --- --
Roof
115%
125%
865
955
1020
2100
F1
1180
-- --- --- --
F2
ESR-2553
840
955
970
WE66R
WE44R
WE46
WE66
925
925
925
925
2075
955
865
Uplift
1405
DF-L / SP Design Load 160% *
Nails
Bolts
WAS
ESR-2553
955
840
USP
Stock No.
WE44
USP
Stock No.
PCM4416
PCM44
PCM4616
925
2075
925
1700
1700
1015
970
56
-- --- --
ESR-2604
PFD26
PFDS26
Simpson
Stock No.
PGT2Z-R
-- -1640
1640
F1
Floor
100%
PGT
F2
-- --- --
ER-5709
Simpson
Stock No.
PF24
PF24A
PFD24
PF26
PF26A
-- --- --
NER-530, ER-2039
1070
575
1155
1070
775
USP
Stock No.
PRT2-TZ
Roof
115%
125%
1070
575
1070
575
1670
1235
1670
1235
1155
1070
830
1155
1070
835
No Code Listing
Uplift
160%
315
340
680
315
390
775
175
PB46
PB66
PB66R
WE
NER-443
1/24/12
4:42 PM
Page 57
PS
No Code Listing
Simpson
Stock No.
PS218
PS418
PS720
PSCL
Span
Rating
24/0
24/16
24/16
32/16
32/16
32/16
40/20
40/20
48/24
PSPNZ
Simpson
Stock No.
PSPN58Z
PSPN516Z
RBC
RBC
USP
Stock No.
RC38-250
PC716
RC716-250
PC1532
PC1532
PC12
PC58
PC1932
PC34
No Code Listing
ICPL
160%
-- -1365
1820
ER-112
Simpson
Stock No.
Application
Top Plate to
Inside of Blocking
Top-Plate to
Outside of Blocking
RCWB
Simpson
Stock No.
RCWB12
RCWB14
RFB
Simpson
Stock No.
RFB#4X5
CMU Block
Bending
Angle
DF / SP Design Load
Lateral
160%
< 30°
30° to 45°
0° to 45°
435
480
350
45° to 90°
445
ESR-2608
No Code Listing
RFB#4X6
RFB#4X8HDG-R
RFB#5X16
RP
RP6
Simpson
Stock No.
PC
RC
Maximum Roof Sheathing Span
With Clip
Without Clip
24
20
24
24
24
24
32
28
32
28
32
28
40
32
40
32
48
36
Installation
Type
-- -Sill Plate
Double Top Plate
No Code Listing
USP
Stock No.
PS218-HDG
PS418-HDG
PS720-HDG
No Code Listing
Simpson
Stock No.
PSCL3/8
PSCL7/16
PSCA7/16
PSCL15/32
PSCA15/32
PSCL1/2
PSCL5/8
PSCL19/32
PSCL3/4
PS
No Code Listing
Span
Rating
24
24
24
32
32
32
40
40
48
160%
-- -1355
1805
Installation
Type
-- -Sill Plate
Double Top Plate
ICPL516-TZ
RBC
RBC
Maximum Roof Sheathing Span
With Clip
Without Clip
24
20
24
24
24
24
32
28
32
28
32
28
40
32
40
32
48
36
No Code Listing
USP
Stock No.
ICPL58-TZ
USP
Stock No.
No Code Listing
Application
Top Plate to
Inside of Blocking
Top-Plate to
Outside of Blocking
WBC
USP
Stock No.
WBC10
WBC12
THR
USP
Stock No.
THR125-HDGBMC
CMU Block
Bending
Angle
DF / SP Design Load
Lateral
160%
< 30°
30° to 45°
0° to 45°
525
525
350
45° to 90°
525
ESR-1831
No Code Listing
THR126-HDGBMC
THR128-HDGBMC
THR5816-HDGBMC
No Code Listing
RP6
RP6
USP
Stock No.
No Code Listing
USP2192-121
57
1/24/12
4:42 PM
Page 58
RPS
Tension (160%)
1380
Simpson
Stock No.
RPS18
RPS22
RPS28
450
SA
250
Nails
160%
1900
Bolts
Shear (100)
Steel Side Plate
20 ga - 12 ga
Size
Inches
#9 ( 0.131") x 1-1/2
#9 ( 0.131") x 2-1/2
SDS
171
200
ESR-2236
Shear (100)
Withdrawal (100)
Steel Side Plate
Wood or Steel
Size
Simpson
Stock No.
SDS25112
SDS25200
SDS25212
SDS25300
SDS25312
SDS25412
SDS25600
SDS25800
(Inches)
16 ga
1/4 x 1-1/2
1/4 x 2
1/4 x 2-1/2
1/4 x 3
1/4 x 3-1/2
1/4 x 4-1/2
1/4 x 6
1/4 x 8
S/HD
14 ga & 10 ga or
12 ga
>
250
250
250
250
250
250
250
250
250
290
390
420
420
420
420
420
250
290
420
420
420
420
420
420
Side Plate
170
215
255
345
385
475
560
560
No Code Listing
2-33 mil (2-20ga)
Back-to-Back Studs
100%
8580
8580
8580
Simpson
Stock No.
S/HTT14
133%
8580
8580
8580
Allowable Tension Loads
2-43 mil (2-18ga)
Back-to-Back Studs
100%
11070
11120
11120
133%
11070
11120
11120
2-54 mil (2-16ga)
Back-to-Back Studs
100%
11070
12200
13500
ER-5275
100%
4325
Allowable Tension
.33 mil (20ga)
133%
2475
F1
160%
470
133%
11070
12200
13500
160%
230
300
ESR-1280
Horizontal
Nails
160%
2620
LL
Bolts
160%
2015
No Code Listing
Shear (100)
Steel Side Plate
18 ga
16 ga
Size
Inches
USP
Stock No.
LL915
LL930
#9 ( 0.131") x 1-3/8
#9 ( 0.131") x 2-7/8
WS
105
176
131
163
ESR-2761
Size
USP
Stock No.
WS15
WS2
WS25
WS3
WS35
WS45
WS6
WS6
(Inches)
1/4 x 1-1/2
1/4 x 2
1/4 x 2-1/2
1/4 x 3
1/4 x 3-1/2
1/4 x 4-1/2
1/4 x 6
1/4 x 6
TD_S
USP
Stock No.
TD8S
TD10S
TD15S
F2
160%
USP
Stock No.
KSA36
160%
1900
ESR-3046
Simpson
Stock No.
SD9112
SD9212
Uplift
USP
Stock No.
RSPT4
KSA
ESR-2607
DF / SP Design Load
Horizontal
SD
58
160%
210
Simpson
Stock No.
SA36
S/HTT
F2
160%
ESR-1881
Shear (100)
Withdrawal (100)
Steel Side Plate
Wood or Steel
14 ga 10 ga
230
306
362
418
451
516
516
516
261
307
352
396
460
588
588
588
7 ga
259
289
338
387
454
589
589
589
3 ga
Side Plate
266
316
369
457
481
531
531
531
164
160
199
199
208
214
214
214
No Code Listing
2-33 mil (2-20ga)
Back-to-Back Studs
HTT
100%
4655
5820
9310
USP
Stock No.
HTT14S
133%
6210
7760
12270
Allowable Tension Loads
2-43 mil (2-18ga)
Back-to-Back Studs
100%
8110
10140
14345
133%
9665
11525
14345
2-54 mil (2-16ga)
Back-to-Back Studs
100%
10310
12910
16585
No Code Listing
100%
2480
Allowable Tension
.33 mil (20ga)
133%
3290
133%
10310
12910
16585
F1
160%
1720
1720
RSPT
Uplift
Tension (160%)
1720
KRPS22
KRPS28
ESR-2613
Simpson
Stock No.
RSP4
No Code Listings
USP
Stock No.
KRPS22
1805
1805
RSP
Simpson
Stock No.
S/HD8S
S/HD10S
S/HD15S
KRPS
ESR-2608
1/24/12
4:42 PM
Page 59
S/LTT
Simpson
Stock No.
S/LTT20
100%
1415
SP
SP1
SP2
SP4
Simpson
Stock No.
SP6
SP8
SPH
Simpson
Stock No.
SPH4
SPH4R *
SPH6
SPH6R *
SPH8
SSP
SSP
Simpson
Stock No.
ST
Simpson
Stock No.
ST292
ST2122
ST2215
ST6215
ST6224
ST6236
ST9
ST12
ST18
ST22
ST2115
ESR-2613
F1
885
885
-- --- --
585
1065
885
-- --- --- --
F2
-- --- --- --
ESR-2613
Uplift 160%
1360
1360
1360
1360
1360
Plate
Single Sill
Double Top
ESR-2613
160%
SPT6
SPT8
SPTH
STS
125%
500
785
785
Uplift 160%
420
350
ESR-2105
SPT22
SPT24
SPT4
USP
Stock No.
SPTH4
SPTHW4
SPTH6
SPTHW6
SPTH8
ESR-2608
100%
500
665
665
USP
Stock No.
USP
Stock No.
STS1
STS2
STS3
RSPT
USP
Stock No.
RSPT6
KST
ST
1265
1530
USP
Stock No.
KST29
KST213
2540
3845
885
KST224
KST234
ST9
1875
2095
1105
1420
1420
660
KST216
KST218
ST12
ST18
ST22
KST116
Allowable Tension
.33 mil (20ga)
100%
885
SPT
-- --- --
Compression
Submitted to ICC-ES
USP
Stock No.
LTS20B
133%
1600
Uplift
SS
Simpson
Stock No.
SS1.5
SS3
SS4.5
LTS
ER-5275
Allowable Tension
.33 mil (20ga)
133%
1140
ESR-1465, ESR-1881
Uplift
F1
945
945
-- --- --
685
1030
945
560
560
-- --
F2
260
260
-- --- --- --
ESR-1881
Uplift 160%
1730
1290
1730
1290
1730
No Code Listing
100%
-- --- --- --
Compression
Plate
Single Sill
Double Top
ESR-1881
125%
-- --- --- --
Uplift 160%
700
700
ESR-1831
ESR-1831
160%
1680
1785
1785
2960
2960
3775
885
1105
1395
1395
665
USP2192-121
59
1/24/12
4:42 PM
Page 60
STC
Simpson
Stock No.
STC
STHD
No Code Listing
Without Gap
With 1/4" Max Gap
F1
85
Min.
Stem
(inches)
F2
55
F1
35
ESR-2920
STHD10
STHD10RJ
6
6
Strap
Location
Uncracked
Corner
Corner
STHD10
STHD10RJ
6
6
Cracked
Corner
Corner
STHD14
STHD14RJ
STHD14
STHD14RJ
SUR/SUL
6
6
6
6
Floor
SUR/L1.81/9 *
SUR/L1.81/11 *
1730
2305
SUR/L1.81/14 *
SUR/L2.06/9
Corner
Corner
DF / SP Uplift 160%
100%
575
865
1440
1730
2500
2015
USP
Stock No.
TR1
F1
85
STAD
Min.
Stem
(inches)
F2
50
F1
35
ESR-2787
3820
3820
2750
2750
STAD10
STAD10RJ
6
6
Strap
Location
Uncracked
Corner
Corner
3140
3140
2640
2640
STAD10
STAD10RJ
6
6
Cracked
Corner
Corner
5150
5150
5150
5150
115%
655
980
125%
705
1055
1960
2615
2030
2730
2500
2285
Without Gap
With 1/4" Max Gap
SDC C-F
Roof
1635
1960
No Code Listing
Wind and
SDC A & B
3695
3695
3695
3695
ESR-2549, ESR-2552
Simpson
Stock No.
SUR/L24
SUR/L26
SUR/L210
SUR/L214
Corner
Corner
F2
35
TR
1760
2115
2500
2465
Uplift
USP
Stock No.
STAD14
STAD14RJ
6
6
STAD14
STAD14RJ
6
6
SKH_L/R
USP
Stock No.
SKH24L/R
SKH26L/R
Floor
225
225
SKH1720L/R
SKH1724L/R
1625
1855
225
225
SKH210L/R
SKH1524L/R
DF / SP Uplift 160%
Wind and
SDC A & B
SDC C-F
2405
2405
2060
2060
1685
1685
1445
1445
Corner
Corner
5035
5035
Corner
Corner
3525
3525
4030
4030
3020
3020
ESR-1781
160%
450
765
1250
2165
F2
35
100%
510
830
SKH1724L/R
SKH2020L/R
1790
1855
1855
1625
Roof
Uplift
115%
510
890
125%
510
890
1870
2135
2030
2320
1565
1565
1790
1990
2135
1870
1790
1990
2320
2030
160%
565
1085
1565
1565
1565
1565
SUR/L2.06/11 *
SUR/L2.06/14 *
SUR/L2.1/9 *
2305
2590
2015
2615
2665
2285
2665
2665
2465
225
225
225
SKH2024L/R
SKH2024L/R
SKH2020L/R
1855
1855
1625
2135
2135
1870
2320
2320
2030
1565
1565
1565
SUR/L2.37/9 *
SUR/L2.37/11 *
2015
2305
2285
2615
2465
2665
225
225
SKH2320L/R
SKH2324L/R
1625
1855
1870
2135
2030
2320
1565
1565
2135
2135
950
2320
2320
1035
1565
1565
1115
1590
2540
1590
2540
1355
1565
SUR/L2.1/11 *
SUR/L2.1/14 *
SUR/L2.37/14 *
SUR/L2.56/9 *
SUR/L2.56/11 *
SUR/L2.56/14 *
SUR/L26-2
2305
2590
2590
2015
2305
2590
1150
2615
2665
2665
2285
2615
2665
1305
2665
2665
2665
2465
2665
2665
1400
225
225
225
225
225
225
815
SUR/L210-2
SUR/L214-2 *
2015
2500
2285
2500
2465
2500
1300
1765
SUR/L414
2500
2500
2500
1765
SUR/L46 *
SUR/L410
1150
2015
*Not listed in ESR-2549 or ESR-2552
T
Simpson
Stock No.
66T
128T
60
1305
2285
1400
2465
No Code Listing
815
1300
SKH2024L/R
SKH2024L/R
SKH2324L/R
SKH2520L/R
SKH2524L/R
SKH2524L/R
SKH26L/R-2
1855
1855
1855
1625
1855
1855
830
2135
2135
2135
1870
SKH210L/R-2
SKH1524L/R-2
1930
1855
2220
2135
SKH414L/R
3100
3565
SKH46L/R
SKH410L/R
T
T6
T12
USP
Stock No.
1410
2255
2320
2320
2320
2030
2415
2320
3880
No Code Listing
1565
1565
1565
1565
1565
1565
1565
USP
Stock No.
1/24/12
4:42 PM
Page 61
TA
Download
100%
Simpson
Stock No.
TA9
TA9Z
Simpson
Stock No.
TB20
TB27
TB30
TB36
TB42
TB48
TB54
TB56
TB60
TBE4
TBE6
ESR-2605
No. of
Plys
1 Ply
2 Ply
1 Ply
160%
850
115%
2095
125%
2230
F1
400
F2
1000
935
2555
2735
300
1000
2 Ply
TC
850
935
2230
2095
TC26
TC28
THA218
THA218-2
THA222-2
THA413
THA418
400
300
1000
1000
665
665
Floor
100%
2260
2125
1615
1795
1615
1795
2245
3695
2245
3695
1615
1940
2245
3695
ESR-1781
USP
Stock No.
SBP
USP
Stock No.
SBP4
SBP6
ESR-1831
No. of
DF Design Load Per Pair of SBPs
Uplift
Bearing *
Lateral (160%)
2 Ply
1 Ply
1295
1295
Plys
1 Ply
2 Ply
160%
1295
115%
2600
125%
2825
F1
1390
F2
1630
1295
3735
4060
1390
1630
2670
3640
Stock No.
MSH29
MSH213
MSH218
MSH218-2
MSH222-2
MSH413
MSH418
1390
1390
1630
1630
ESR-1465
810
810
330
330
MSH
Uplift
160%
560
560
-- -1170
-- -1170
-- -1855
-- -1855
-- -1170
-- -1855
2900
3955
Uplift
F1
810
330
STC26
STC28
-- --- --
Roof
115%
125%
2310
2350
2310
2350
1615
1615
1840
1870
1615
1615
1840
1870
2245
2245
3695
3695
2245
2245
3695
3695
1615
1615
2235
2400
2245
2245
3695
3695
450
450
USP
Stock No.
STC24
ESR-2551
Mounting
Condition
Top Min
Face Max
Top Min
Face Max
Top Min
Face Max
Top Min
Face Max
Top Min
Face Max
Top Min
Face Max
Top Min
Face Max
335
335
STC
NER-413, ESR-2605
THA
THA213
2230
2275
Uplift
F1
400
-- --
Simpson
Stock No.
TC24
THA29
N16
N27
N30
N36
N42
N48
N54
N56
N60
DF Design Load Per Pair of TBEs
Uplift
Bearing *
Lateral (160%)
Stock No.
N
ESR-2608
TBE
Download
100%
SCA10-TZ
SCA10-TZ
750
750
TB
ESR-1280
USP
Stock No.
SCA9-TZ
SCA9-TZ
750
750
TA10
TA10Z
Simpson
Stock No.
SCA
No Code Listing
ESR-1831
Mounting
Condition
Top Min
Face Max
Top Min
Face Max
Top Min
Face Max
Top Min
Face Max
Top Min
Face Max
Top Min
Face Max
Top Min
Face Max
Floor
100%
2425
2445
2425
2565
2425
2565
2210
1855
2210
2550
2025
2210
2025
2675
Roof
115%
125%
2425
2425
2635
2680
2425
2425
2635
2680
2425
2425
2635
2680
2210
2210
2135
2320
2210
2210
2935
3190
2025
2025
2545
2765
2025
2025
3075
3345
Uplift
160%
-- -785
-- -785
-- -785
-- -605
-- -605
-- -1570
-- -1570
USP2192-121
61
1/24/12
4:42 PM
Page 62
THA
THAC
ESR-2551
Mounting
Condition
Top Min
THAC418
Face Max
Top Min
THA422
Face Max
Top Min
THAC422
Face Max
Top Min
THA426 *
Face Max
Top Min
THAC426 *
Face Max
Top Min
THA422-2 *
Face Max
Top Min
THAC422-2 *
Face Max
THAI
THAI222
THAI1.81/22
THAI3522
THAI322
THAI422
THGB2
THGBH2
THGB3
THGBH3
THGBH4
62
Uplift
160%
.
1855
-- -1855
-- -1855
-- -1855
-- -1855
-- -1855
-- -1855
Mounting
Condition
Top Min
Floor
Face Max
Top Min
Face Max
2200
1835
2200
100%
1835
Face Max
Top Min
Roof
2200
1835
Top Min
Face Max
125%
1835
2200
1835
2200
2200
1835
2200
2200
1835
1835
2200
Top Min
Face Max
115%
1835
1835
2200
1835
2200
1835
2200
2200
1835
1835
2200
1835
2200
Uplift
160%
-- -215
-- -215
-- -215
-- -215
-- -215
3 Ply
2 Ply
3 Ply
2 Ply
3 Ply
2 Ply
3 Ply
2 Ply
3 Ply
100%
6030
6910
10105
10915
6030
6910
10915
12665
10915
13830
Uplift
115%
6835
160%
2570
10915
6835
7780
2570
2570
2570
7780
10345
10915
12665
10915
15060
Stock No.
Mounting
Condition
Top Min
MSH422IF
Face Max
Top Min
MSH422
Face Max
Top Min
MSH422IF
Face Max
Top Min
MSH426
Face Max
Top Min
MSH426IF
Face Max
Top Min
MSH422-2
Face Max
Top Min
MSH422-2IF
Face Max
USP
Stock No.
MSH222
MSH1722
MSH2322
MSH322
MSH422
GT
Supporting
Member
2 Ply
ESR-1831
Floor
100%
2210
2550
2025
3140
2210
2550
2735
-- -2735
-- -3690
3665
3690
3665
MSH
ESR-2551
THGB
THGBH
Simpson
Stock No.
Roof
115%
125%
2245
2245
3695
3695
2245
2245
3695
3695
2245
2245
3695
3695
2435
2435
4550
4550
2435
2435
4550
4550
3330
3330
5520
5520
3330
3330
5520
5520
ESR-1831
2570
2570
2570
2570
2570
2570
USP
Stock No.
GT2T4B
GT2T8B
Uplift
160%
-- -605
-- -1570
-- -605
-- --- --- --- --- -1175
-- -1175
ESR-1831
Mounting
Condition
Top Min
Floor
Face Max
Top Min
Face Max
2200
2165
2200
Face Max
Top Min
Top Min
Face Max
Top Min
Face Max
100%
2090
Roof
2090
2165
115%
2155
125%
2165
2200
2165
2200
2200
2165
2200
2155
2165
2165
2200
2165
2200
2025
3140
2025
3470
2200
2165
2165
2200
2025
3470
Uplift
160%
-- -595
-- -595
-- -595
-- -595
-- -1570
ESR-1831
GT3T8B
100%
115%
Uplift *
160%
2 Ply
3 Ply
11815
13355
13585
13870
2000
2000
3 Ply
2 Ply
13355
11810
15360
13580
Supporting
Member
2 Ply
3 Ply
GT3T4B
GT4T8B
Roof
115%
125%
2210
2210
2935
3190
2025
2025
3470
3470
2210
2210
2935
3190
2735
2735
-- --- -2735
2735
-- --- -3775
3830
4215
4585
3775
3830
4215
4585
2 Ply
3 Ply
2 Ply
3 Ply
5905
6680
5905
6680
11815
13360
6790
7680
6790
7680
13585
15365
2000
2000
2000
2000
2000
2000
2000
2000
Floor
100%
2245
3695
2245
3695
2245
3695
2435
4550
2435
4550
3330
5160
3330
5160
Stock No.
Simpson
Stock No.
MSH
MSHIF
ESR-2551
1/24/12
4:42 PM
Page 63
THGBV
THGBHV
THGBV3.62/11
THGBHV3.62/9
THGBHV3.62/11
THGBV5.50/9
THGBV5.50/11
THGBHV5.50/9
THGBHV5.50/11
THGBHV7.25/9
THGBHV7.25/11
THGQ
THGQH
Min
Vertical
115%
6835
7780
6835
7780
10345
10915
10345
10915
6835
7780
6835
7780
10915
12665
10915
12665
10915
15060
10915
15060
160%
2570
2570
2570
2570
2570
2570
2570
2570
2570
2570
2570
2570
2570
2570
2570
2570
2570
2570
2570
2570
Web Size
2x6
2x8
2x6
2x8
2x6
2x8
2x6
2x8
2x6
2x8
2x6
2x8
2x8
2x10
2x8
2x10
THGQ2-SDS3 (Min)
THGQ2-SDS3 (Max)
THGQH2-SDS3 (Min)
THGQH2-SDS3 (Max)
THGQ3-SDS4.5 (Min)
THGQ3-SDS4.5 (Max)
THGQH4-SDS6 (Min)
THGQH4-SDS6 (Max)
THJA
Simpson
Stock No.
THJU26
100%
6030
6910
6030
6910
10105
10915
10105
10915
6030
6910
6030
6910
10915
12665
10915
12665
10915
13830
10915
13830
Uplift
100%
7920
10080
9240
11760
7560
11760
7560
11760
7920
10080
9140
11635
13875
16320
14280
16800
115%
7920
10080
9770
12435
8275
11950
7940
12350
7920
10080
9140
11635
13875
16320
14335
16865
125%
7920
10080
9770
12435
8275
11950
7940
12350
7920
10080
9140
11635
13875
16320
14335
16865
Uplift
160%
3600
3600
4535
4535
3875
3875
7635
9900
3600
3600
4535
4535
3875
3875
9900
9900
ESR-2554
Floor
100%
2680
Min
Carried
Member
2x6
Roof
115%
3080
125%
3265
Uplift
160%
960
Floor
100%
2350
Roof
115%
2350
125%
2350
ESR-1831
Supporting
Member
2 Ply
GT2M4B
3 Ply
2 Ply
GT2M4B
3 Ply
2 Ply
GT2M8B
3 Ply
2 Ply
GT2M8B
3 Ply
2 Ply
GT3M4B
3 Ply
2 Ply
GT3M4B
3 Ply
2 Ply
GT3M8B
3 Ply
2 Ply
GT3M8B
3 Ply
2 Ply
GT4M8B
3 Ply
2 Ply
GT4M8B
3 Ply
Uplift
160%
1310
USP
Stock No.
GTQ
Simpson
Stock No.
THJU
Supporting
Member
2 Ply
3 Ply
2 Ply
3 Ply
2 Ply
3 Ply
2 Ply
3 Ply
2 Ply
3 Ply
2 Ply
3 Ply
2 Ply
3 Ply
2 Ply
3 Ply
2 Ply
3 Ply
2 Ply
3 Ply
THGBV3.62/9
Simpson
Stock No.
THJA26
GT
Simpson
Stock No.
USP
Stock No.
GTQ218
GTQ218
GTQ218
GTQ218
GTQ318
GTQ318
GTQ420
GTQ420
HJC
115%
6790
7680
6790
7680
13585
13870
13585
13870
6790
7680
6790
7680
13585
15360
13585
15360
13580
15365
13580
15365
160%
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
Min
Vertical
Web Size
2x6
2x8
2x6
2x8
2x6
2x8
2x6
2x8
2x6
2x8
2x6
2x8
2x8
2x10
2x8
2x10
100%
6965
11610
6965
11610
6965
11610
6965
11610
9675
13545
9675
13545
14235
14090
14235
14090
115%
7900
13160
7900
13160
7900
13160
7900
13160
11125
14335
11125
14335
14235
14090
14235
14090
Uplift
160%
4650
4650
4650
4650
4650
4650
4650
4650
4650
4815
4650
4815
4745
4745
4745
4745
125%
7900
13160
7900
13160
7900
13160
7900
13160
11180
14335
11180
14335
14235
14090
14235
14090
ESR-1465
USP
Stock No.
HJC26
Floor
100%
2385
USP
Stock No.
HJC26
Min
Heel
Height
3-1/2
HJC
100%
5905
6680
5905
6680
11815
13355
11815
13355
5905
6680
5905
6680
11815
13355
11815
13355
11810
13360
11810
13360
Uplift *
Roof
115%
125%
2740
2980
Uplift
160%
1840
ESR-1465
Floor
100%
2385
Roof
115%
125%
2740
2980
Uplift
160%
1840
USP2192-121
63
1/24/12
4:42 PM
Page 64
TJC
Simpson
Stock No.
TJC37 (Min)
TJC37 (Max)
300
485
320
425
No Code Listing
Simpson
Stock No.
TP15
SNP
USP
Stock No.
SNP3
SNP3
NP
NP39
NP311
TP411
TP57
NP411
NP57
TP45
TP47
TP49
TSBR
Simpson
Stock No.
TSBR2-16 (Min)
TSBR2-16 (Max)
TSBR2-24 (Min)
TSBR2-24 (Max)
TSF
TSP
Simpson
Stock No.
TSS
Simpson
Stock No.
TSS2
TSS2-2
TSS4
64
HTW
MTW
No Code Listing
Uplift
160%
USP
Stock No.
MTW12
MTW12
530
665
ESR-2104
ESR-2104
Uplift
160%
1195
1195
MTW18
HTW20
930
1215
Compression
Tension
160%
160%
540
180
540
455
500
180
500
455
No Code Listing
Simpson
Stock No.
TSF2-24
TSP
No Code Listing
NP45
NP47
NP49
TS
TS18
TS22
530
530
NP35
NP37
TP39
TP311
TS9
TS12
530
530
USP
Stock No.
NP15
TP35
TP37
Simpson
Stock No.
ESR-2104
Download (100 / 115 / 125)
45° to 60°
61° to 90°
160%
890
No Code Listing
ST
ESR-2362
Compression
Tension
160%
160%
420
155
420
155
420
155
420
155
USP
Stock No.
ST164H
ST164H
ST24H
ST24H
TSX
No Code Listing
USP
Stock No.
TSX24
Uplift
1195
1530
LFTA
ESR-2104
Uplift
USP
160%
Stock No.
LFTA6
1210
*Strap must wrap under sill plate or over top plate to achieve design load.
NOP
USP
Stock No.
NOP1
NOP2X
NOP4
No Code Listing
TP
ER-112
Download (100 / 115 / 125)
1° to 60°
61° to 67.5°
1/24/12
4:42 PM
Page 65
TWB
1" x 4" wood let-in bracing.
TWB14
U
Stock No.
U24
U26
U210
U214
100%
575
865
1440
1730
Roof
115%
655
980
125%
705
1055
1635
1960
1685
2115
U34
U36
575
1150
655
1305
705
1410
U24-2
U26-2
U210-2
575
1150
2015
655
1305
2285
705
1410
2465
U310
U314
2015
2305
2285
2615
1305
2285
1410
2075
U26R
U210R
1150
2015
575
1150
2015
1305
2285
655
1305
2285
SUH44R
SUH46R
2015
2015
2015
2285
2285
2285
2465
2465
2465
VB
Simpson
Stock No.
VB5
VB7
VB8
VB10
VB12
2285
2615
585
1110
2465
1410
1115
885
2465
2820
1110
1110
1115
1110
1110
ESR-2607
100%
Tension
125%
160%
990
990
1240
1240
-- --- --
990
990
990
1240
1240
1240
SUH410
SUH414
440
885
U610R
U14
U3510/14
2015
2305
SUH24-2
SUH26-2
SUH210-2
SUH66
SUH610
SUH24R
705
1410
U3510-2
U3512-2
370
740
1110
SUH310
SUH314
740
1110
265
655
1305
2285
1305
SUH34
SUH36
1410
2465
705
575
1150
2015
1150
265
585
1110
1110
U44R
U46R
U410R
U66R
1380
1655
2465
2820
1410
2465
-- --- --- --
ESR-1781
SUH210
SUH214
Stock No.
SUH24
SUH26
SUH26-3
SUH210-3
1150
2015
U66
U610
U24R
1110
1115
ESR-1781
Floor
740
2465
U26-3
U210-3
2285
2615
160%
265
585
ESR-1280
USP
SUH44
SUH46
705
1410
2015
2305
Uplift
370
740
655
1305
U410
U414
SUH
HD
THF
1110
1110
575
1150
WBT14
2465
2820
U44
U46
These are code-approved for
value in tension equal to
WBT12
ESR-2549, ESR-2552
Floor
ESR-1831
USP
Stock No.
WBT10
TWB12
Simpson
WBT
ESR-2608
Simpson
Stock No.
TWB10
SUH26R
SUH210R
SUH410R
SUH66R
SUH610R
HD1714
THF23925
THF23925-2
THF23118-2
KVB
USP
Stock No.
KVB5
KVB7
KVB8
KVB10
100%
550
830
830
1105
1930
2210
830
1105
1930
830
1105
1930
2210
1105
1930
1105
1930
550
830
1380
830
1105
1930
1105
1930
3100
1370
1625
1855
Roof
115%
635
950
125%
690
1035
850
1270
850
1380
1585
1905
Uplift
160%
360
725
1725
2070
2220
2505
1085
1330
360
725
2415
2505
1085
1085
1035
1380
370
740
950
1270
2220
1035
1380
2415
2220
2540
2415
2760
1115
1115
1380
2415
690
740
1115
360
950
1270
1270
2220
370
740
1115
1380
2415
1270
2220
635
370
1115
950
1585
1035
1725
2220
1270
2415
1380
1325
885
2030
2320
1115
1115
950
1270
725
1085
1035
1380
2220
3235
1575
440
885
2415
3330
1710
1870
2135
1325
1065
175
ESR-1280
100%
Tension
125%
160%
1800
1800
1800
1800
1800
1800
1800
1800
1800
1800
KVB12
1800
1800
1800
1800
1800
USP2192-121
65
1/24/12
4:42 PM
Page 66
VPA
ESR-2551
100%
1050
160%
295
VPA25
1050
295
VPA2
1050
VPA25
Uplift
1050
1950 *
TMPH21
1950 *
TMPH21
1950 *
TMPH23
1950 *
TMPH25
1950 *
1230
295
TMP21
295
TMP23
1230
1230
295
295
TMP25
1230
295
VPA35
VPA4
295
1230
VPA4
VPA adjusts from 3:12 to 12:12.
W1
Simpson
Stock No.
295
Simpson
W28
W210
W212
W214
W216
100%
2200
2200
2200
2200
2200
2200
W36
W38
2200
2200
W48
W410
2200
2200
W310
W46
WB
Simpson
Stock No.
WB106
WB126
WBC
Simpson
Stock No.
WB106C
WB126C
WB143C
2200
2200
200
220
200
1290
*Design load based on 14/12 pitch
220
200
1970
220
1970
220
200
200
1970
1950 *
220
200
TMP adjusts from 1/12 to 6/12 & TMPH adjusts from 6/12 to 14/12.
WG
No Code Listing
Download
115%
2200
2200
2200
125%
2200
2200
2200
2200
2200
2200
2200
2200
2200
2200
2200
2200
2200
2200
2200
2200
2200
2200
2200
2200
2200
ESR-2608
ESR-2608
No Code Listing
USP
Stock No.
SW
ESR-2553
Stock No.
W26
200
1290
TMP4
TMPH4
WG
W
66
295
1230
VPA3
VPA3
W1
295
1230
220
TMPH175
VPA2.1 *
VPA35
1150
295
TMP21
1230
160%
220
1950 *
TMP175
Uplift
100%
990
TMPH2
295
VPA2.1 *
Down
295
1230
1230
ESR-1831
USP
Stock No.
TMP2
VPA2.06 *
VPA2.06 *
ESR-1781
Simpson
Stock No.
VPA2
Down
TMP
TMPH
USP
Stock No.
SW26
SW28
SW210
SW212
SW214
SW216
SW36
SW38
SW310
SW46
SW48
SW410
WB
ESR-2104
100%
2315
2315
2315
2315
2315
2315
2315
2315
2315
2520
2520
2520
USP
Stock No.
WB106
WB126
RWB
USP
Stock No.
RWB96
RWB114
RWB143
Download
115%
2315
2315
2315
2315
2315
2315
2315
2315
2315
2520
2520
2520
ESR-1781
ESR-1831
125%
2315
2315
2315
2315
2315
2315
2315
2315
2315
2520
2520
2520
1/24/12
4:42 PM
Page 67
WM
Floor
100%
2540
WM214
WM214-2
2540
4175
WM210-2
WM212
WM212-2
WM216
WM216-2
WM310
WM312
WM314
WM316
WM410
WM412
WM414
WM416
WM610
WM29.25
WM29.5
WM211.25
WM211.88
WM9
WM11
WM14
WM16
WM3511.88
WM3514
WM3516
WM3518
WM3520
WMI314
WMI316
WMI318
WMI320
WM29.25-2
WM29.5-2
WM211.25-2
WM211.88-2
WM3.56/9.5
WM3.56/11.88
WMI412
WMI414
WMI416
WMI418
WMI420
WM3511.88-2
WM3514-2
WM3516-2
WM3518-2
WM3520-2
MPH
ESR-2877
Simpson
Stock No.
WM210
4175
2540
4175
2540
4175
4100
4100
4100
4100
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
Design Load
115%
2565
4175
2565
4175
2565
4175
2565
4175
4130
4130
4130
4130
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
Roof
ESR-1781
125%
2590
USP
Stock No.
MPH210
Floor
100%
2585
2590
4175
MPH214
MPH214-2
2585
4280
4175
2590
4175
2585
4175
4150
4150
4150
4150
4175
4175
4175
4175
4175
4175
MPH210-2
MPH212
MPH212-2
MPH216
MPH216-2
MPH310
MPH312
MPH314
MPH316
MPH410
MPH412
MPH414
MPH416
MPH610
MPH210
4175
4175
MPH1595
MPH212
4175
4175
4175
MPH17118
MPH1714
MPH1716
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
4175
MPH15118
MPH1795
MPH23118
MPH2314
MPH2316
MPH2318
MPH2320
MPH2514
MPH2516
MPH2518
MPH2520
MPH210-2
MPH1595-2
MPH15112-2
MPH15118-2
MPH1795-2
MPH17118-2
MPH3512
MPH3514
4175
4175
MPH3516
MPH3518
MPH3520
4175
4175
MPH2316-2
MPH2318-2
MPH2320-2
4175
4175
4175
MPH23118-2
MPH2314-2
4280
2585
4280
2585
4280
3240
3240
3240
3240
4280
4280
4280
4280
4280
2585
2585
2585
2585
2975
2975
2975
2975
3855
3855
3855
3855
3855
4145
4145
4145
4145
4280
4280
4280
4280
4280
4280
4280
4280
4280
4280
4280
4280
4280
4280
4280
4280
Design Load
115%
2620
4280
2620
4280
2620
4280
2620
4280
3240
3240
3240
3240
4280
4280
4280
4280
4280
2620
2620
2620
2620
3010
3010
3010
3010
3890
3890
3890
3890
3890
4180
4180
4180
4180
4280
4280
4280
4280
4280
4280
4280
4280
4280
4280
4280
4280
4280
4280
4280
4280
Roof
125%
2645
4280
2645
4280
2645
4280
2645
4280
3240
3240
3240
3240
4280
4280
4280
4280
4280
2645
2645
2645
2645
3035
3035
3035
3035
3915
3915
3915
3915
3915
4205
4205
4205
4205
4280
4280
4280
4280
4280
4280
4280
4280
4280
4280
4280
4280
4280
4280
4280
4280
USP2192-121
67
1/24/12
4:42 PM
Page 68
WM
MPH
ESR-2877
Simpson
Stock No.
Floor
100%
4175
WM5.50/9.5
WM5.50/11.88
Design Load
115%
4175
4175
4175
4175
4175
WNP
Simpson
Stock No.
WNP312
WNP314
100%
3255
3255
WNP414
WNP416
3255
3255
WNP316
WNP412
ESR-2553
DF-L / SP Design L
Download
WNP26-2
WNP28-2
3255
3255
WNP210-2
WNP212-2
3255
3255
WNP68
WNP610
3255
3255
WNP214-2
WNP216-2
WNP66
WP
WPI
100%
3305
3305
3255
3255
3255
3255
SWH414
SWH416
3305
3305
3255
3255
3255
3255
3255
3255
ESR-2615
WP11
WP14
WP16
WP3514
WP3516
WP3518
WP3520
WPI314
WPI316
WPI322
WPI324
WPI326
WP29.25-2
WP29.5-2
68
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
PSL
100%
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
LSL
100%
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
DF-L / SP
100%
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
SPF
100%
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
DF
I-Joist
100%
2030
2030
2030
2030
2030
2030
2030
2030
2030
3635
3635
3635
3320
3320
3320
3635
3635
3635
3255
3255
3255
2600
2600
2600
2030
2030
2030
2030
3635
3635
3320
3320
3635
3635
3255
3255
2600
2600
2030
2030
3635
3635
3320
3320
3635
3635
3255
3255
2600
2600
2030
2030
USP
Stock No.
PHXU17725
PHM17925
PHM1795
PHM17118
PHM1714
PHM1716
PHM2314
PHM2316
PHM2318
PHM2320
PHM2514
PHM2516
TFI322
4280
4280
ESR-2104
115%
3305
3305
125%
3305
3305
3305
3305
3305
3305
3305
3305
3305
3305
3305
3305
3305
3305
3305
3305
3305
3305
3305
3305
3305
3305
3305
3305
3305
3305
3305
3305
3305
3305
ESR-1831
ESR-2104
ESR-1280
Design Load
LVL
100%
PSL
100%
LSL
100%
DF-L / SP
100%
SPF
100%
3535
3535
3535
3330
3330
3330
3080
3080
3080
2865
2865
2865
2865
2865
2865
4420
3535
3535
3570
3570
3570
3570
3570
3570
4425
3330
3330
3570
3570
3570
3570
3570
3570
3245
3245
2920
2920
6020
PHXU31925 *
6020
PHXU3195 *
5785
TFI324
TFI326
4280
4280
4280
Download
3305
3305
3305
PHM
PHXU
TFI
4280
4280
4280
4280
3305
3305
SWH68
SWH610
3255
3255
125%
4280
4280
4280
4280
3305
3305
SWH214-2
SWH216-2
SWH66
3255
3255
3255
Roof
4280
4280
3305
3305
SWH210-2
SWH212-2
3255
3255
3255
3255
3255
SWH316
SWH412
SWH26-2
SWH28-2
3255
3255
ESR-2615
LVL
100%
USP
Stock No.
SWH312
SWH314
Design Load
WP9.25
WP9
SWH
125%
3255
3255
3255
3255
3255
3255
3255
4280
4280
115%
3255
3255
3255
3255
115%
4280
4280
4280
4280
MPH3514-2
MPH3516-2
MPH3518-2
4175
4175
Design Load
4280
4280
MPH3595-2
MPH35112-2
MPH35118-2
4175
4175
4175
4175
4175
Floor
100%
4280
MPH5595
MPH55118
4175
4175
4175
4175
4175
3255
3255
USP
Stock No.
125%
4175
4175
4175
4175
4175
4175
WMI414-2
WMI416-2
WMI418-2
Roof
ESR-1781
WMI49.5-2
WMI411.25-2
WMI411.88-2
Simpson
Stock No.
WP1.81/7.25
3245
2920
5785
4425
3080
3080
3080
3080
3080
3080
3080
3080
2950
2950
2950
6020
6020
4425
2865
2865
2865
2865
2865
2865
2865
2865
3245
3245
3245
5285
5285
3070
2865
2865
2865
2865
2865
2865
2865
2865
DF
I-Joist
100%
-- --
-- --- --- --
-- --- --
-- --- --
-- --- --- --- --
2345
2345
-- --- --
3590
-- --- --
2345
3590
-- --
1/24/12
4:42 PM
Page 69
WP
WPI
PHM
PHXU
THO
ESR-2615
ESR-2615
Design Load
Simpson
Stock No.
WP211.25-2
WP211.88-2
WPI49.25
WPI49.5
WPI411.25
WPI411.88
WPI414
WPI416
WPI418
WPI420
WPI422
WPI424
WPI426
WPI428
WPI430
WPI432
WP359.5-2
WP3511.88-2
WP3514-2
WP3516-2
WP3518-2
WP3520-2
WPI39.5-2
WPI311.88-2
WPI314-2
WPI316-2
WPI318-2
WPI320-2
WPI322-2
WPI324-2
WPI326-2
WP5.50/9.5
WPI49.25-2
WPI49.5-2
WPI411.88-2
WPI414-2
WPI416-2
LVL
100%
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
3635
PSL
100%
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
3320
LSL
100%
3635
3635
3635
3635
3635
3635
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
3650
DF-L / SP
100%
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
SPF
100%
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
2600
DF
I-Joist
100%
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
USP
Stock No.
PHXU31112 *
PHXU31118 *
PHM35925
PHM3595
PHXU35112
PHM35118
PHM3514
PHM3516
PHM3518
PHM3520
PHM3522
PHM3524
PHM3526
PHM3528
PHM3530
PHM3532
PHM2395-2
THO23118-2
THO23140-2
PHM2316-2
PHM2318-2
PHM2320-2
PHM2595-2
THO25118-2
2030
2030
2030
PHM2514-2
PHM2516-2
2030
2030
PHM2524-2
PHM2526-2
2030
2030
2030
2030
2030
2030
2030
2030
PHM2518-2
PHM2520-2
PHM2522-2
PHM5595
PHXU71925
PHXU7195
PHXU71118
ESR-1831
ESR-2104
ESR-1781
Design Load
LVL
100%
6020
6020
PSL
100%
5785
5785
LSL
100%
6020
6020
DF-L / SP
100%
5285
5285
SPF
100%
3590
3590
6650
3745
3745
5785
3570
3570
6420
3080
3080
5285
3255
3255
3590
3255
3255
3745
3745
3745
3745
3745
3745
3745
3745
3745
3745
3745
3570
3570
3570
3570
3570
3570
3570
3570
3570
3570
3570
3745
3535
3255
3665
3745
3745
3745
3255
3255
3255
3535
3745
4405
3255
3535
3745
3665
3255
3745
3745
3745
3255
3255
3255
3745
3745
3745
3745
6650
6650
6650
6650
PHXU7114
6650
PHXU7116
3255
3255
3255
3665
5785
5785
5785
5785
5785
3080
3080
3080
3080
3080
3080
3080
3080
3080
3080
3080
2965
3665
4405
2965
2965
2965
2965
3665
2965
2965
2965
2965
2965
2965
2965
3080
6650
6650
6650
6650
6650
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3665
4450
3255
3255
3255
3255
3665
3255
3255
3255
3255
3255
3255
3255
3390
5285
5285
5285
5285
5285
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3255
3005
3265
3255
3255
3255
3255
3005
3255
3255
3255
3255
3255
3255
3255
3390
3590
3590
3590
3590
3590
USP2192-121
DF
I-Joist
100%
-- --- --- --
-- --- --- --- --- --- --- --- --- --- --- --- --
-- --- -2630
2630
-- --- --- --
-- -2630
-- --- --- --- --- --- --- --- --- --- --- --- --- --
69
1/24/12
4:42 PM
Page 70
WPU
Simpson
Stock No.
WPU1.81/9.25
WPU3.56/11.88
WPU3.56/14
WPU3.56/16
WPU3.56/18
WPU3.56/20
WPU3.56/22
WPU3.56/24
WPU3.56/26
WPU3.56/28
WT
Simpson
Stock No.
WT6
WT8
WT10
WT12
Z
LVL
100%
4700
4700
4700
4700
4700
4700
4700
4700
4700
4700
4700
4700
PSL
100%
4880
4880
4880
4880
4880
4880
4880
4880
4880
4880
4880
4880
Form
Board
3650
3650
3650
-- --- --- --- --- --- --- --- --- --
4165
4165
4165
4165
4165
4165
4165
4165
4165
4165
4165
4165
No Code Listing
2x Solid Sawn
Simpson
Z4
Z28 *
Z38 *
465
-- --- --
4165
4165
4165
4165
4165
4165
4165
4165
4165
4165
4165
4165
Wall
Thickness
8
10
12
Download
125%
465
SPF
100%
6
2x Solid Sawn
2x Solid Sawn
2x Solid Sawn
ESR-2606
Stock No.
Z2 *
PHXU
ESR-2615
Design Load
DF-L /
LSL
SP
100%
100%
Uplift
160%
775
775
775
775
775
775
775
485
485
315
315
315
USP
Stock No.
PHXU17925
PHXU17112
PHXU17118
PHXU35118
PHXU3514
PHXU3516
PHXU3518
PHXU3520
PHXU3522
PHXU3524
PHXU3526
PHXU3528
FT
ESR-2104
LVL
100%
PSL
100%
Design Load
DF-L /
LSL
SP
100%
100%
4420
6650
4425
5785
4425
6420
4420
4420
6650
6650
6650
6650
6650
6650
6650
6650
USP
Stock No.
ZC2
ZC4
USP
Stock No.
5785
5785
5785
5785
5785
5785
4425
4425
4425
4425
6420
6420
5285
5285
6420
6420
6420
6420
6420
6420
4425
5285
5285
5285
5285
5285
5285
5285
No Code Listing
12"
12"
12"
12"
No Code Listing
ZC24
ZC34
490
420
-- --- --
Uplift
160%
3070
3590
1035
1290
3070
3070
3590
3590
3590
3590
3590
3590
3590
3590
Wall
Thickness
6
8
10
12
Download
100%
Notes:
70
5785
5785
Form
Board
FT6
FT8
FT10
FT12
ZC
4425
4425
SPF
100%
1035
1035
1290
1290
1290
1290
1290
1290
1290
1290
WPU1.81/11.25
WPU1.81/11.88
1/25/12
9:19 AM
Page 71
Specification Tools
Specialty Items
VALUE ENGINEERING/LEAN DESIGN
Focus on fewer core products that
accomplish all the applications
you need.
USP CONNECTORS ARE NOW IN:
by
Powerful Engineering Software for
Seismic Loads • Shear Loads •
Shear Wall Design
Multiple Plate Heights • Multiple Diaphragms
Difficult Shear Transfer • Plan Irregularities
GO TO WWW.STRUCTURALSOFT.COM FOR A FREE TRIAL OF
THIS COST EFFECTIVE SOFTWARE.
Quick Connect
Comprehensive Web Site
• Contains all USP literature in a printable .pdf format.
• CAD Menu Program and Drawing Library downloads.
• Quick and Easy literature ordering.
• Register on-line at Web Site Watch Registration
and automatically receive product updates
through your e-mail.
CAD Menu Program
• Install a new USP Drop Down Menu in
your AutoCAD menu bar (AutoCAD r14,
AutoCAD 2000, 2000i, 2002, 2004, 2005).
• Import scalable USP product drawings
directly into your details or section drawings.
• Available in 3-view format; top,
front, and side where applicable.
CAD Library
• CAD Library contains over 350 illustrations
in .DXF and .DWG formats.
• Find drawings quickly by USP Stock No.
or Reference No.
• Isometric, High Wind, Quick Connect, and
Wall Bracing Options in the IRC Illustrations
are also available.
Dual Specification Tables
USP will build and provide you a Dual Specification Table. Supply USP’s Technical Support Staff with a list of connectors
commonly used in your drawings. Pre-made tables are available on USP’s Web Site.
Four different types of Dual Specification Tables are available to add to your plans:
NAME Table: Lists comparable product numbers.
FASTENER Table: Lists comparable product numbers with fastener schedules.
FULL Table: Lists comparable product numbers, fastener schedules, 100% floor load, 160% representing Uplift
durations, and F1 or F2 160% lateral durations where applicable.
160% Table: Lists comparable product numbers, fastener schedules, 160% representing Uplift, and 160% F1 or F2 lateral load
durations where applicable.
Dual Spec FULL Table
Technical Support Staff:
>
1-800-328-5934
6:30 a.m. – 6:00 p.m. CST
USP2192-121
71
71
1/25/12
9:19 AM
Page 72
USP MANUFACTURING
& WAREHOUSE FACILITIES
MONTGOMERY
THORNHILL
LUMBERTON
LIVERMORE
CORONA
HUMBLE
LARGO
[email protected]
Customer Service/Technical Assistance:
Phone: 1-800-328-5934
Fax: 1-507-364-8762
CORPORATE OFFICE
14305 Southcross Drive - Suite 200
Burnsville, Minnesota 55306
Phone: 1-800-328-5934/1-952-898-8772
Fax: 1-952-898-8605
MANUFACTURING
Montgomery, Minnesota
Livermore, California
Largo, Florida
Thornhill, Ontario
WAREHOUSES
Corona, California
Humble, Texas
Lumberton, New Jersey
Information valid until December 31, 2012
©2012 United Steel Products Company
USP2192-121

Comparison Guide - Delaware County Supply Company, Inc.

Transcription

Similar documents

Price Book: Simpson Strong-Tie Price Book 2011 (P

PDF 2.4MB

USP Structural Connectors: EWP Product Guide

33o Collated Hardware Nails