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Home My WebLink AboutBuilding Miscellaneous 2013-11-18 HILL& DALE ENGINEERING, LLC P.O. BOX 95 VIDA, OREGON 97488 541-868-0667 541-896-9205 Psh424Qgmail.com s 0-2,02—0/'33 11/18/13 l0 �� ] Davis Brothers Construction ✓ " ird P.O. Box 70032 Eugene,OR 97401 RE: Springfield Residential Sound Wall/Fence—Inspection -Job#213-13 As you requested, a site visit was performed at the above location to inspect the proposed, and roughed ' in,sound wall/fence pilaster stabilization using the patio and house foundation. Three#4 rebar has been epoxied into the base of the pilasters, and through the patio slab, as yet unpoured, and epoxied into the stem wall of the foundation of the residences, which is about 8' from the pilaster. This office recommends that all of the rebar that is epoxied into the foundation be cut off at the foundation. The rebar epoxied to the fence pilasters can remain in the patio slab. It is recommended to have 24" deep patio for a minimum of 5'from the pilaster to be a dead man for the stabilization of the fence pilaster. Both the fence pilasters and the slab on grade patio slabs are exempt from code requirements. The scope of work from this office is limited to the requirements for the foundation of the house in regard to the proposed fence pilaster stabilization. It is recommended to not tie the pilasters to the house foundation,only to the slab on grade patios, as a dead man. No geotechnical report was made or requested;and is not within the scope of work from this office, for any of the elements,including the slab on grade patios, pilasters, and the house foundation. The elements may be subject to settlement, but since the slab on grade is free from the house foundation,any settlement of the slab on grade patio will not affect the foundation of the house. Thank you for this opportunity to be of service. If you have questions regarding this report,contact me at 541-868-0667. Sincerely, r 2.,,.. •/BSc.. Lp,'' ?.� c:. r y�j'�� Pamela S. Hillstrom, P.E. -'6 - .:I._ /' LEXPIRATION DAi i_:64111 j i • HILL& DALE ENGINEERING, LLC P.O. BOX 95 VIDA, OREGON 97488 541-868-0667 541-896-9205 Psh424@gmail.00m SPR-20/3 -0/233 11/18/13 /� Davis Brothers Construction �D 3‘. , 5. 3 r` P.O. Box 70032 Eugene,OR 97401 RE: Springfield Residential Sound Wall/Fence—Inspection -Job#213-13 As you requested, a site visit was performed at the above location to inspect the proposed,and roughed in, sound wall/fence pilaster stabilization using the patio and house foundation. Three#4 rebar has been epoxied into the base of the pilasters,and through the patio slab,as yet unpoured,and epoxied into the stem wall of the foundation of the residences, which is about 8'from the pilaster. This office recommends that all of the rebar that is epoxied into the foundation be cut off at the foundation. The rebar epoxied to the fence pilasters can remain in the patio slab. It is recommended to have 24"deep patio for a minimum of 5'from the pilaster to be a dead man for the stabilization of the fence pilaster. Both the fence pilasters and the slab on grade patio slabs are exempt from code requirements. The scope of work from this office is limited to the requirements for the foundation of the house in regard to the proposed fence pilaster stabilization. It is recommended to not tie the pilasters to the house foundation,only to the slab on grade patios, as a dead man. No geotechnical report was made or requested,and is not within the scope of work from this office, for any of the elements, including the slab on grade patios, pilasters, and the house foundation. The elements may be subject to settlement, but since the slab on grade is free from the house foundation,any settlement of the slab on grade patio will not affect the foundation of the house. Thank you for this opportunity to be of service. If you have questions regarding this report, contact me at 541-868-0667. Sincerely, rr��!� I. .YES .t). ?R29 P ( „ ,4:'4,...-1-"z:,'31 1 4 6,,,-■\<:-*, 2 Pamela S. Hillstrom, P.E. :"a,y.cu I-----2 -/ Y; LEXPIRATIDY DATE:5g i Ks(o .52'd . September 16,2013 4 Q 20/3_ 'elz33 TO WHOM IT MAY CONCERN: /� This is to certify that our office has staked proposed building corners, based on building site plans,on the following Lots in THURSTON PLACE Subdivision: Lot 5 1044 53rd Street Lot 11 Unknown Lot 8 1052 53rd Street Lot 12 1036 53rd Street Lot 9 1060 53rd Street Lot 13 1028 53'd Street Lot 10 1032 53'd Street If there are any questions or you need additional information,please feel free to contact me at your convenience. Your LZ/ .--I Larry Ols , _ Professio I Land Surveyor filer -- --' • . c SPRINGFIELD CITY OFySPRINGFWEPHPREGON$40 s" 7 DEVELOPMENT SERVICES DEPARTMENT la,t ':, 225 FIFTH STREET SPRINGFIELD, OR 97477 (541) 726-3753 Moisture Content Acknowledgement Form I, DAo [oMS-rr cn'J , am the general contractor or the owner-builder at the following address: 1034 S3 3r Street Address 5P/IN6Put v9 City Zo13 - o1z3) Permit# If applicable: £or i2 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 8318.2 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: f c ou OAk) Signature h#-n, Date 2- (ZI l ry T:\Building forms r, . 011 (Ayr- 4r SPRINGFIELD La I HC BUILDING EUGENE LANE COUNTY j DEPARTMENT, LLC OREGON Exterior Wall Envelope Self-Certification Form DA vi, (o,v5M✓c-nc,„ , am the general contractor or the owner-builder at the following address: 1036 S3 — sr. Street Address 572 taths. City Za e3 - 0 /2 33 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.] S Co ia- D,4-✓ Print Name Signature Date Revised:2/8/2010 • SPRINGFIELD --->.n C/WOE SPR/NGF/EL4OREGON t= a€ 4..citajtsAge DEVELOPMENT SERVICES DEPARTMENT 225 FIFTH STREET SPRINGFIELD, OR 97477 PHONE (541)726-3753 FAX (541)726-3689 www.cL s pringfiel d.or.us HIGH-EFFICIENCY LIGHTING SYSTEMS OREGON RESIDENTIAL SPECIALTY CODE (ORSC) Permit No.: 10 13. -0123 Jurisdiction Site Address: 1034. 53 a 5,r; Subdivision/Lot: I Z r1'1/11To.-/ pt.* c / and/or Map and Tax Lot: By my signature below, I certify that a minimum of D 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 Ni 101.1 and Table NI 101.1(2) requires 75% of lighting fixtures to have energy efficient lamps. Signed: \ , Date: Z/21/1y O ner/General Contractor/Authorized Agent i Print Name: SCOvr DM Contractor's CCB # 1&03'1-? Expiration Date: Z-at-$ 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. C:\High-Efficiency Inter.doc