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Report . 'E3orr VNA6 9-61 b mil es SFA Design [group, LL[ STRUCTURAL I CIVIL 1 LAND USE PLANNING sfa 9020 SW Washington Square Dr, • Suite 350 • Portland, Oregon 97223 Project No. 10 -031 Address 6945 SW Ventura Dr, Portland, OR 97223 Permit No. MST2010 -00160 Bldg Dept, Tigard Owner Mark Louka Architect NA Engineer SFA Design Group LLC Contractor TerraFirma Foundation Systems Record No. 01 Date October 11, 2010 Weather Partly Cloudy Inspection (2) FSl 288 10/12/14 triple helical piers with 60" extensions Observed the installation of (2) FSI 288 10/12/14 triple helical anchors under each of the (2) deck posts at the above address. Anchors were placed per permit documents approved by the City of Tigard. Installation log attached. Non - Compliance Items: None Inspector: Christian Van Riper Reviewed by: Jeff Fitch, P.E. Principal { . fib I M r 59022P -• r Ar OREGON . v FPT 9 •. -"? e. EXPIRES: 9 2-51- e E l 1 SFA Design Group. t r c STRUCTURAL I avu n o UST , LANtil. maswvmvos.w�. o- s...r.- ve.c.o.ce. rm Engineer SFA Design Groue, LLC Project No. 10-031 Owner Mark Louka Address 6945 SW Ventura Dr Portland, OR 97223 Permit No. MST2010-00160 Bldg Dept Tigard Pler Wall Segment Helix Helix Helix Installation Pier OD Thickness Length Diameter 1 Diameter 2 Diameter 3 Pressure Theoretical Total Depth All -Thread Location Part Description (in.) (in.) (ft) (in.) (In.) (in.) (psi) Capacity (ft) Grade Comments • Hetical 1 Foundation Bracket { 1 1 24 67 Hit refusal at 2000 psi Lead Helix 2.875 0.375 6 10 I 12 14 1200 I — Exiension 2.875 0.375 5 — 1300 — 2.875 0.375 5 — — — 1400 — 2.875 0.375 5 — — 1700 i — ( 0.375 3 — — — 2000 i — Helical 2 Foundation Bracket B7 Hit refusal at 2000 psi Lead Helix 2.875 0.375 6 10 12 14 1300 20 -- Extension 2.875 0.375 5 — — — 1500 — 2.875 0.375 5 — — — 1400 — 2.875 0.375 4 — — — 2000 —