Wood Construction Connectors (Willamette)

®	UFP UNIVERSAL FOUNDATION PLATE

CONCRETE

The UFP10 Retrofit Foundation Plate cuts installation time in half. Designed to connect when the mudsill is offset from the foundation up to 2-1/2" or extended beyond the foundation up to 1/2".

The UFP may be used in place of the FA, HFA and FAP connectors.

MATERIAL: 14 gauge

FINISH: Galvanized

INSTALLATION:

Use all specified fasteners; see General Notes.
Loads are based on Simpson's SDSX3 screw's allowable shear values, which are supplied with the UFP10.
Alternate lag screws will not achieve published loads.
See Epoxy-Tie™ Anchoring Systems and RFB Retrofit Bolt for tested, load-rated epoxies and retrofit bolts.

CODES: ICBO 5313; City of L.A. RR 25281.

Model No.	Max. Spacing to replace Anchor Bolt 1/2" or 5/8" dia.	Fasteners			Allowable Load Parallel to Plate (133)
		Anchor Bolt		Plate
		Qty	Dia
UFP10	6"	2	1/2"	5-SDS1/4x3	1340

1. Allowable loads have been increased 33% for earthquake or wind loading, with no further increase allowed. Reduce where other load durations apply.

2. The retrofit bolt RFB#4X7 with Epoxy-Tie embedded 4-1/4" or equivalent 1/2" x 4-1/4" mechanical anchor bolt embedded 2-1/4" may be used for the anchoring system.

3. Each anchor bolt requires a standard cut washer.

GLB/HGLB/GLBT BEAM SEATS

GLBT

FINISH: Simpson gray paint

INSTALLATION:

Use all specified fasteners. See General Notes.
Bolt holes shall be a minimum of 1/32" to a maximum of 1/16" larger than the bolt diameter (per the 1997 NDS, section 8.1.2.1.).
Check the rebar spacing requirements on all installations.

OPTIONS:

Sawn timber and other sizes may be ordered by specifying special dimensions; use the letter designations shown on the illustrations.
Specify if two-bolt GLB model is desired: see illustration.

CODES: ICBO 1211, City of L.A. RR 22086.

Model No.	Dimensions				Bolts		Allowable Bearing Loads (100)
Model No.	W	PD	PW	PT	Qty	Dia	Masonry @ 188 psi	Masonry @ 375 psi	Concrete¹
GLB5A	5-1/4	5	7	3 ga	1	1/2	4935	9845	11530
GLB5B	5-1/4	6	7	3/8	1	1/2	5920	11810	13840
GLB5C	5-1/4	7	7	3/8	1	1/2	6910	13780	16145
GLB5D	5-1/4	8	7	3/8	1	1/2	7900	15750	18450
GLB7A	6-7/8	5	9	3ga	1	3/4	6460	12890	15190
GLB7B	6-7/8	6	9	3/8	1	3/4	7755	15470	18225
GLB7C	6-7/8	7	9	3/8	1	3/4	9050	18045	21260
GLB7D	6-7/8	8	9	3/8	1	3/4	10340	20625	24300

1. Allowable concrete bearing values are based on the allowable bearing of the wood member on the steel plate at 450 psi.

Model No.	Dimensions				Bolts		Allowable Bearing Loads						Allowable Horizontal Bolt Loads^3,4
	W	PD	PW	PT	Qty	Dia	Masonry @ 188 psi¹	Masonry @ 375 psi¹	On Concrete With Glulam Width²				(133)	(160)
	W	PD	PW	PT	Qty	Dia	Masonry @ 188 psi¹	Masonry @ 375 psi¹	5-1/8	6-3/4	8-3/4	10-3/4	(133)	(160)
HGLBB	SPEC	5	10	3/8	2	3/4	9400	18750	11530	15190	19690	--	8260	9910
HGLBB	SPEC	6	10	3/8	2	3/4	11280	22500	13835	18225	23625	--	8260	9910
HGLBG	SPEC	7	10	3/8	2	3/4	13160	26250	16140	21260	27560	--	8260	9910
HGLBD	SPEC	8	10	3/8	2	3/4	15040	30000	18450	24300	31500	--	8260	9910
GLBT512	SPEC	5-1/4	12	5/16	2	3/4	11845	23625	12110	15945	20670	25395	8260	9910
GLBT612	SPEC	6-1/2	12	3/8	2	3/4	14665	29250	14990	19745	25595	31445	8260	9910
GLBT516	SPEC	5-1/4	16	5/16	2	3/4	15790	31500	12110	15945	20670	25395	8260	9910
GLBT616	SPEC	6-1/2	16	3/8	2	3/4	19550	39000	14990	19745	25595	31445	8260	9910
GLBT520	SPEC	5-1/4	20	5/16	2	3/4	19740	39375	12110	15945	20670	25395	8260	9910
GLBT620	SPEC	6-1/2	20	3/8	2	3/4	24440	48750	14990	19745	25595	31445	8260	9910

1. 1.Allowable masonry bearing loads must be reduced where limited by the wood bearing on the plate.

2. Allowable concrete bearing loads are limited by the allowable bearing of the wood at 450 psi. Loads must be adjusted for other widths not shown.

3. The GLBT5 has a WT4x9 structural tee; the GLBT6 has a WT4x12 structural tee.

4.Allowable horizontal bolt loads include a 33% and 60% increase for earthquake or wind loading; reduce if masonry or concrete is limiting.

Wood Construction Connectors - Page 12