Search results with tag "Icc es evaluation"
LP LVL 2650Fb-1.9E Technical Guide - Parr Lumber
parr.comRefer to the current ICC ES evaluation report (ICC-ES Report ESR-1254) for species-specific information on the equivalent specific gravity for design of nail and bolt connections. ICC ES evaluation reports can be obtained online at www.iccsafe.org How to use bearing charts: 1.
ICC-ES Evaluation Report ESR-3517 - Barsplice …
www.barsplice.comICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed
ICC-ES Evaluation Report ESR-1042 - Sliptrack
www.sliptrack.comesr-1042 | most widely accepted and trusted page 3 of 9 table 1—structural properties of slp-trk top track minimum designation design thickness (inch) 4 cross section properties effective section properties
ICC-ES Evaluation Report ESR-2542 Reissued …
fmisupport.hcents.comICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed
Evaluation Report ESR 3485 - ICC Evaluation Service
www.icc-es.orgICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed
ICC-ES Evaluation Report ESR-2523
www.icc-es.orgICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed
ICC-ES Evaluation Report ESR-2047
www.icc-es.orgICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed
ICC-ES Evaluation Report ESR-1042 - Sliptrack
sliptrack.comICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they to be construed
ICC ES Report ESR
www.stonecraft.comICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they to be construed
ICC-ES Evaluation Report ESR-1222 - USG
www.usg.comESR-1222 | Most Widely Accepted and Trusted. Page 2 of 17 . clips of DX cross tees are high-strength, low alloy steel complying with ASTM A568 and ASTM A879. The end clips of the DXFEV and ZXLA cross tees are formed from Type 300 series stainless steel complying with ASTM A480. 3.4.1.1 Donn Fineline, Centricitee, Identitee and
ICC-ES Evaluation Report ESR-3223 - ITW BUILDEX
www.itwbuildex.com4-inch screws should not exceed 1,800 rpm. The installation speed for all other screws should not exceed 2,500 rpm. Screw length and point style must be selected by considering, respectively, the length of load-bearing area and the drilling capacities shown in Table 1. The screw must penetrate through the supporting metal with a
ICC-ES Evaluation Report ESR-2269 - Hilti
www.hilti.com4.1.5.2 Connection Strength - Shear: To determine shear connection strength in accordance with Section J5.3 of AISI S100-16, the fastener shear strength, bearing and tilting strength, pull-out strength in shear, net section rupture strength and shear strength limited by edge distance must be known. These characteristics must be determined as