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HomeMy WebLinkAboutPermit Field Test & Inspection Report 1999-4-9 I' , Apr-12-99 08:5ZA'Mort~er Eng~neer~ng (541)484-6859 P.02 12.1'i PEARL STREET EUGE:NE OREGON 97401 PHONE ('i41) 484 9080' FAX ('141) 484-61359 /JIU rr/ WM TrtrS JWC /,v (7tD riEl) J , 60RTIER ~NGINEERING, P.c. STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION April 9, 1999 r-,,:1tct~ (')'--F~j c--- 1 L _ _ J ~_c ~ I ,..) Landvest Homes 1086 N 55th PI Spnngfleld. OR 97478 J[)/f,U g/f/OrT & City of Sprmgfleld BUilding & Permit Services 225 Fifth street Springfield, OR 97478 j l'; - ---- - Re Shear Walls, 812 S 72nd Place, Springfield - Permit # 9~-O?~5 --, W 0 #10761 7/16" ass IS beIng used Instead of the '12" CDX as called out In engll1eerlng calcs"dated 4/16/98 The use of 7/16" OSB changes the nailing requirements of shear wall #2 ad sheet L - - -- - ---' 3 to - - -7/16"05B - 8d ~AILS_ _ --., '- SHEATH BOTH ~IQE~. - 2" 0 c PANEL EDGES - STAGGER NAILS .;"pROVIPE 4x'@_ PANEL EDGES"] _ BLOCK PANEL EDGES w/2-2x or 4x FOR NAILING - 12" 0 c FIELD \ Shear walls #1 & #3 nailing does not change uSing 7/16" ass <:re-qulresUsheathlng botnslaes - - ) \- -,.. - - ---------'="-~-_---.--..-.... .-..-- -------- (' -- I Note that shear_wall #1. \_~_.-- - -- - "'l I hope this report IS adequate for your purposes at this time Thank you for this opportunIty to be of service If you have further questions, please do not heSitate to contact me at 484-9080 Owen Grover P E Very truly yours, I EXPIRE,ii 6.30~ /1 'I/'1- I n ~, PSB/mm