HomeMy WebLinkAboutMiscellaneous Plans 2005-8-4
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MORTIER
ENGINEERING, P.c.
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STRUCTURAL
BUILDING DESIGN . FIRE PROTECTION
CODE CONSULTANT' PLAN CHECKING
CONSTRUCTION INSPECTION
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1245 PEARL STREET
EUGENE, OREGON 97401
PHONE (541) 484-9080' FAX (541) 484-6859
TOLL FREE IN OREGON 1-877-661-9959
April 28,2005
Lisa Cole
1454 E St.
Springfield, OR 97477
RE: 1454 ESt., Springfield, Engineering Change to Accommodate Existing Construction,
WO#16534
As requested by your contractor, a review was made to determine an alternate load path for the
back wall of the addition because of existing construction incompatibility with the engineering.
Instead of installing gypsum or OSB sheathing to the roof line at the back wall, the front wall
may be altered to accommodate higher loads. This will allow the loading from the addition in
this direction to be taken to the front wall by rotation. Additional nailing and strapping is
required as noted on the next page to allow the front shearwall to carry the greater loads.
Thank you for this opportunity to be of service. If you have any questions regarding this report
please contact me at (541) 484-9080.
Sincerely,
Bradley R Myers, PE
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CALCULATIONS
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SHEET NO. :2-
CALCULATED BY Td'M
OF 2-
DATE If--12..'6I() c;
STRUCTURAL
BUILDING DESIGN. FIRE PAOTECTlON
COOE CONSULTANT. PLAN CHECKlNG
CONsmUCTlON INSPECTION
CHECKED BY
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DATE
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TAKI;; LOAD FI\OM LI tJE:S ~ AIJ{) If
(,l5~ PIE/<. PESJ&N AT WI ~ POWs
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OVT. M =- (2..000"')(7, inS -It); /5) 750 '1l"ft
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1245 PEARL 8T, . EUGENE, OREGON 97401
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D58 SHEATHWG.-
TEL: (541) 484-9080