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Report (18) Oregon Residential Specialty Code N1107.2 HIGH-EFFICIENCY INTERIOR LIGHTING SYSTEMS Permit No.: - 2o f 8 -b0 2 3� Jurisdiction: I C I I Site Address: Subdivision/Lot#: b (L-f esS i IZ f t1 X62_ Z/�C and/or Map and Tax Lot#: 12(0 By my signature below, I certify that all of the permanently installed lighting fixtures in the above mentioned building contain high-efficacy lamps. Screw-in compact fluorescent and LED lamps comply with this requirement. (Oregon Residential Specialty Code N1107.2)1 Signature: Date: '- 2} —2o/�1 O =r/ eITr, .ntractor/Authorized Agent Print Name: L GE- ( 1 ORSC Section N1107.2.High-efficacy lamps. All permanently installed lighting fixtures shall contain high- efficacy lamps. Screw-in compact fluorescent and LED lamps comply with this requirement. The building official shall be notified in writing at the final inspection that the permanently installed lighting fixtures have met this requirement. Exception: Two permanently installed lighting fixtures are not required to have high-efficacy lamps. I:\Building\Forms\RES-HighEfficiencyLightingAcknowledgement_022018 Oregon Residential Specialty Code R318.2 MOISTURE CONTENT ACKNOWLEDGEMENT FORM I, ...-7.cGf-L A- CzhLE Sr5JSbJ , am the general contractor or the owner-builder at the following address: Site Address: I 6 4 a -JEScFtt t.. S �� , iS (Z�i(, �2 City: Permit#: tMST2Q►f3 -GTp235 Subdivision/Lot#: kL-a1 12A, and/or Map and Tax Lot#: Z To conform with the 2017 Oregon Residential Specialty Code (ORSC), Section R318.2 and OAR 918-480-0140, I am notifying the building official that I am aware of the moisture content Requirement of ORSC Section R318.2 and have taken steps to meet this code requirement. [Section R318.2 is provided for reference]. R318.2 Moisture Content: Prior to the installation of interior finishes, the building official shall be notified in writing by the general contractor that all moisture-sensitive wood framing members used in construction have a moisture content of not more than 19 a g percent by dry weight of dry framin_ members. Signature: Date: 7- - Z 5 " 2019 Genet. C. ,c or o •wner-Builser I:\Building\Form\RES-MoistureContentAcknowledgement_022018 Oregon Residential Specialty Code R408.1 MOISTURE BARRIER ACKNOWLEDGEMENT FORM I, Sa -LA LL tS`J'im,,CSt-a , am the general contractor or the owner-builder at the following address: Site Address: I 6 L2 4 © Suo CSGH LA r S L 0 . F-3-CA u—LrLT B [1 01Z City: It. kyl--6 Permit#: MST 2_D. 1e -OD 235 Subdivision/Lot#: II a R—(l-t .E/cs T IL v o2 T62 0.A-c-t and/or Map and Tax Lot#: ) 2AP To conform with the 2017 Oregon Residential Specialty Code (ORSC), Section R408.1 Ventilation. I am notifying the building official that I have installed the Moisture Barrier as per Requirement in ORSC Section 408.1 and have taken the following steps to meet this code requirement: 1-7 The ground surface of the under-floor space is covered by a Class I vapor retarder or Cher approved materials, with oints lapped 12 inches at seams and Extending up the foundation walls 12 inches. / Signature: _.....s, Date: — 2 -.Zo; General '.n dr.,cpr Owner-Builder I:\Building\Form\RES-MoistureBarrierAcknowledgement_022018 Bend Office (541)330-9155 GeotecCarlson Testing, Inc. Eugene Offical e (541) (503)601-8250 Engene Office (541)345-0289 Salem Office (503)589-1252 Tigard Office (503)684-3460 April 15,2019 T1702247.BU Permit No. Not Applicable FIELD INSPECTION REPORT DATES COVERED: April 9,2019 PROJECT: POLYGON—EAST RIVER TERRACE—GPR ADDRESS: 16400 SW Deschutes In INSPECTOR: Timothy Suess 04/09/19 - GPR Scanning As requested by the client,CTI representative was on site to document for footings below(4) posts on concrete slab-on-grade patio at the above mentioned project. Scans were collected ion various locations near the posts, along the house, and out to perimeter of slab. The thickness of the concrete patio was approximately 8" thick. The edge is thickened but difficult to determine thickness due to rebar observed along perimeter. The east and west edges contained a single rebar at edge and(2) bars were observed along south edge. The north edge is adjacent to the house and reinforcing was approximately 36" on center. An embedded rebar was observed trending north to south under the center post. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full,without prior authorization from this office. Under all circumstances,the information contained in this report is provided subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document. If there are any questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. eiK th R-6'atr-- Project Manager TS/ck cc: Polygon Northwest Co—Angela Christensen ANGELA.CHRISTENSEN@POLYGONHOMES.COM 8430 SW Hunziker St.,Tigard,OR 97223 PO Box 230997,Tigard,OR 97281 04.09-19 fr 744(ts)