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Home My WebLink AboutMiscellaneous Compliance Report 2013-7-16 • SPRINGFIELD RINEEZIP 017TOI�SPR/NGEIELD,`'OREGON s r 'i.";, { DEVELOPMENT SERVICES DEPARTMENT lz � ` . ►�Jt� t 225 F1F771 STREETS SPRINGFIELD,OR 97477 PHONE (541)726-3753 FAX (541)726-3689 www.ci.Springfield.or.us HIGH-EFFICIENCY LIGHTING SYSTEMS OREGON RESIDENTIAL SPECIALTY CODE (ORSC) Permit No.: 1 J - Op 3 4--/ / Jurisdiction Site Address: 6117 E)(Cul 5)13 Vim/ Subdivision/Lot: Y`i A/12-' 1/Je'5-Y 2 I and/or Map and Tax Lot: By my signature below, I certify that a minimum of 0 fifty(50)percent, *D 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 N1101.1 and Table N1101.1(2) requires 75%of lighting fixtures to have energy efficient lamps. Signed: E QO W i cc-ke-,/fr Hz)&S Date: 7-/v f 3 Owner/General Contractor/Authorized Agent Print Name: �{/, Uev .21� We S i✓c✓ Contractor's CCB # /c I 7 ( 7 Expiration Date: I o/ i 1 ORSC Section N1107.2. 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 041 SPRINGFIELD TH: E$UILDING GENE COUNTY - 0/ (DEPARTMENT, LLC OREGON III�� - -- - Exterior Wall Envelope 14 Self-Certification Form I, '3 1/ C 14 hl , am the general contractor or the owner-builder at the following address: 41/T Ark Om‘•"- . Street Address • City / 3- o o3y ) 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.] if , • Sig�u e 7//x//3 . Dat Shared on'spifs025\dsd'T:\Building Forms\2011 Exterior Wall Envelope.docx Revised 10/1/2011 • 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 fleshings 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 th'e 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. SPRINGFIELD =—.x -:a C/TYOFSPRINGFIEw;OREGON=', r+ a• T" v DEVELOPMENT SERVICES DEPARTMENT 225 FIFTH STREET SPRINGFIELD,OR 97477 PHONE (541)726-3753 FAX (541)726-3689 www.d.spingfield.or.us MOISTURE-CONTENT ACKNOWLEDGEMENT FORM I, Br-v c c U ;t c l,z,t CO; -o n-- )+o v c-S , am the general contractor or the owner- builder at the following address: 61/5 4 f' 5-kin-t/ Street Address 5194 Q, City 13 —b° 39 Permit # If applicable: 44, / SubdivisioniLot Map and Tax Lot To conform with the 2008 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). C() 7"-- /C -vi 3 Signature Date I:\Moisture Content Aclmow Form.doc