The URL can be used to link to this page

Home My WebLink AboutMiscellaneous Compliance Report 2013-4-9 SPRINGFIELD tworsPN/NGF/ELD V/?EGON =` ?'4 ; _ _M1 -. . DEVELOPMENT SERVICES DEPARTMENT gliraaa l 225 FIFTH STREET SPRINGFIELD, OR 97477 PHONE (541)726-3753 FAX (541)726-3689 www.ci.s prin gfiel d.or.us HIGH-EFFICIENCY LIGHTING SYSTEMS OREGON RESIDENTIAL SPECIALTY CODE (ORSC) Permit No.: 9 l t - 5PZ ZD I — o0513Jurisdiction Site Address: 534.1 V 57Y1I t y 5/Ftn Oz 91 VI is Subdivision/Lot: TES 1'N itAc£ I-or -' ?J and/or Map and Tax Lot: • By my signature below, I certify that a minimum of❑ fifty (50) percent, *❑ seventy-five (75)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 * Check the 75% box if the additional measure selected to comply with ORSC Ni 101.1 and Table N1101.1(2) requires 75% of lighting fixtures to have energy efficient lamps. Signed: L Date: 't/Q113 Owner/General Contractor/Authorized Agent Print Name: S COLT 5 Contractor's CCB # Expiration Date: • 1 ORSC Section NI 107.2. High-Efficiency Lighting Systems. A minimum of fifty(50)percent of the permanently installed lighting fixtures, seventy-five (75%)percent, if the selected additional energy code measures in the Table N1101.1(2)requires greater lighting efficiency, 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 fluorescent lamps comply with this requirement. The Building official shall be notified in writing at the final inspection that a minimum of the required percentage of the permanently installed lighting fixtures are compact or linear fluorescent, or a minimum efficacy of 40 lumens per input watt. C:\High-Efficiency lnter.doc SPRINGFIELD :. . çIT±tOF SPRINGFIELD, OREGON DEVELOPMENT SERVICES DEPARTMENT �.� `« $ li. 225 FIFTH STREET SPRINGFIELD, OR 97477 (541) 726-3753 Moisture Content Acknowledgement Form I, S&PT DAvts , am the general contractor or the owner-builder at the following address: 5Tour Street Address 40,/-4Fah& / (A 5ir)3 City S l l -- 5722013 - 00573 Permit# If applicable: Tff nsiN PAL ter #2-7 Subdivision/Lot and/or Map and Tax Lot To conform with the 2011 Oregon Residential Specialty Code (ORSC), Section R318.2, 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.] Section R318.2 Moisture content. Prior to issuance of the insulation/vapor barrier approval required by R109.1.5.2 of this code: (A) All moisture-sensitive wood framing members used in construction shall have a moisture content of not more than 19 percent of the weight of dry wood framing members. (B)The general contractor or the owner who was issued the structural permit shall notify the building official on a division approved form that the contractor or the owner who was issued the structural permit is aware of and has taken steps to meet the requirement in paragraph (A). Print Name: Scc3wc DA--J Signature L \ - Date 1/4(19 T:\Building forms or,iui — , SPRINGFIELD $WILDING EUGENE LANE COUNTY DEPARTMENT, LLC OREGON -Exterior Wall Envelope Self-Certification Form I, SGovr- Pitoi , am the general contractor or the owner-builder at the following address: S"3G-7 .T smft- . Street Address SfF10 , oit- 9.747€ . City °u I I 50 2913 - co s-13 . Permit# To conform to the 2011 Oregon Residential Specialty Code (ORSC), Section R703.1.1, I am notifying the building official that I am aware of the exterior wall envelope requirements of R703.1.1, and hereby certify that the components of the exterior wall envelope have been installed in accordance with the code requirements. [Section R703.1.1 is provided for reference on the reverse side of this form.] arc- Dn.-) . Print Name I _ Ide . Signatu (-IN(' . ' "' Date Revised: 2/8/2010 • Excerpt from 2011 Oregon Residential Specialty Code Section R703, Exterior Covering: R703.1.1 Exterior Wall Envelope. To promote building durability,the exterior wall envelope shall be installed in a manner that water that enters the assembly can drain to the exterior.The envelope shall consist of an exterior veneer, a water-resistive barrier as required in R703.2, a minimum 1/8 inch space between the water-resistive barrier and the exterior veneer, and integrated flashings as required in R703.8.The required space shall be formed by the use of any non-corrodible furring strip, drainage mat or drainage board.The envelope shall provide proper integration of flashings with the water-resistive barrier,the space provided and the exterior veneer.These components,in conjunction,shall provide a means of draining water that enters the assembly to the exterior. Exceptions: •• 1. A space is not required where the exterior veneer is installed over a water-resistive barrier complying with section R703.2 which is manufactured in a manner to enhance drainage and meets the 75%drainage efficiency requirement of ASTM E2273 or other recognized . national standards. 2. A space is not required where window sills are equipped with pan flashings which drain to the exterior surface of the veneer in a through wall fashion.All pan flashings shall be detailed within the construction documents and shall be of either a self-adhering membrane complying with AAMA 711-07 or of an approved corrosion-resistant material or a combination thereof.Self-adhering membranes extending to the exterior surface of the • veneer shall be concealed with trims or other measures to protect from sunlight. 3. A space is not required where the exterior veneer is manufactured in a manner to enhance drainage and meets the 75%drainage efficiency requirements of ASTM E2273 or other recognized national standards and is installed over a water resistive barrier complying with section R703.2. 4. A space is not required where the exterior veneer is matching an existing exterior finish as ' in additions, alterations,or repairs. 5. A water-resistant exterior wall envelope shall not be required over concrete or masonry walls designed in accordance with Chapter 6 and flashed according to section R703.7 or R703.8. - - • 6. Compliance with the requirements for a means of drainage, and the requirements of Section R703.2 and Section R703.8, shall not be required for an exterior wall envelope that has been demonstrated to resist wind-driven rain through testing of the exterior wall envelope, including joints, penetrations and intersections with dissimilar materials,in accordance with ASTM E 331 under the following conditions: 6.1. Exterior wall envelope test assemblies shall include at least one opening, one control joint, one wall/eave interface and one wall sill.All tested openings and penetrations shall be representative of the intended end-use configuration. 6.2. Exterior wall envelope test assemblies shall be at least 4 feet by 8 feet in size. 6.3. Exterior wall assemblies shall be tested at a minimum differential pressure of 6.24 pounds per square foot. 6.4. Exterior wall envelope assemblies shall be subjected to a minimum test exposure duration of 2 hours. • The exterior wall envelope design shall be considered to resist wind-driven rain where the results of the testing indicate that water did not penetrate: control joints in the exterior wall envelope;joints at the perimeter of openings penetration; or intersections of terminations with dissimilar materials.