801 75TH ST SE BLDG 4 2025-08-04

James Perrault From: Sent: To: Bill Heaton <tightairl @comcast.net> Wednesday, March 18, 2015 8:59 PM James Perrault 301 -7-S " ST S- IFi 7 x W, 014% C, rf ?.live �{� L Subject: Emailing: JRP_For_15004_ Simpson wood plate anchoring pins, JRP_ orl 5UU4=77— NDS Nail Capacities, JRP_For_15004_ Hilti wood plate anchoring pins Attachments: JRP_For_15004_ Simpson wood plate anchoring pins.pdf; JRP_For_15004_2005 NDS Nail Capacities.pdf; JRP_For_15004_ Hilti wood plate anchoring pins.pdf Jim Best choice appears to be Simpson PDPWL-300 at 24 inches on center. 1 inch dia washer - - 3 inches long. Capacity in 1-1/2 hem -fir is 89 pounds — requirement would be 4' x 2' x 5psf = 40# per nail. IN Here is information on anchoring 'shot' pins for wood plates to concrete. Your message is ready to be sent with the following file or link attachments: JRP_For _15004_ Simpson wood plate anchoring pins JRP_ For _15004_2005 NDS Nail Capacities JRP_For_15004_ Hilti wood plate anchoring pins Note: To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of file attachments. Check your e-mail security settings to determine how attachments are handled. JRP ENGINEERING, INC. 1"29 Ballinger Way NE, Suite 101 Shoreline, WA99155 These drawings are: �(1 Reviewed ( ) Revise and Resubmit / ( ) Furnish as Corrected ( ) Rejected Reviewing is only for conformance with the design concept of the project and compliance with the information given in the contract documents. The contractor is responsible for dimensions to be confirmed and correlated at the site, for information that pertains solely to the fabrication process or the means, methods, techniques, sequences and procedures of construction and for coordination of the work of all py; Date: 3 1 15