Report (4) Oregon !tesident 11 Specialty Code NAH072
HIGH-EFFICIENCY INTERIOR LIGHTING SYSTEMS
PermitNo.: Jurisdiction: T;gp cL
rnS(9.o21- oo (9(o Site Address: IGS
Subdivision/Lot #:
I MI dyer Terrce1 605hlitc __—
and/or Map and Tax Lot tk 4461176- -- --- — --
By my signature below, I certify that a minimum of fifty (50) percent of the permanently
installed lighting fixtures in the above mentioned building have been installed with compact or
linear fluorescent, or a lighting source that has a minimum efficacy of 40 lumens per input watt.
(Oregon Residential Specialty Code N1107.2)1
Date: `7 - A7-23
Signature: - -- --------- -- - - --0 er/General Contractor/Authorized Agent
Print Name: 10� oeh
ORSC Section N11072. High-efficiency interior lighting systems. A minimum of fifty(50)percent o the
permanently installed lighting fixtures shall be installed with compact or linear fluorescent, or a lighting source that
has a minimum efficacy of 40 lumens per input watt Screw-in compact{Tumescent lamps comply with this
requirement.
The building official shall be notified in writing at the final irispectiun that a minimum of fitly percent of the
permanent-hi installed lighting fixtures are compact or linear fluorescent, or a minimum efficacy of 40 lumens per
input watt.
r tinitdl 'd orms\tt1:S-Nigh Frtiriencyliglaiug dux 07/0l/Olt
Ore ,on Resititni A, SRC daiN Code R.408.1
MOISTURE JJARR EQ A-CKKNOWL ±;DGEMEN [ FORM
k0h io¢ti ----_---—_— , ;1111 tiic f;encrat contractor or the owner-builder
at the following address:
Site Address:
(yLlob sw S h.aye —
Cily: d Or
Pennii fk: ( T2.0 I- DO (Q`
Subdivision/Lot i : R R ps H Ali
and/o.
Map and Tax Lot 1#:
To conform with the 201.4 Oregon Residential Specialty Code (ORSC), Section R408.1
Ventilation. I am notifying the building official 1-luit 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:
411 The ground surface of the under-floor space is covered with 6-mil black polyethylene
sheeting with
Joints lapped 12" at seams and
Extending up the foundation walls 12".
Signature: Date: 7
6 cral Contractor or Owner-1 uilde
: v i cl 4arnrr.doc 0!3/201(,
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