HomeMy WebLinkAboutConstruction Specification Building 2005-8-26
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STRUCTURAL CALCULATIONS
. For the Parsegian Family Room Remodel
at 3241 Pheasant in Springfield
. Prepared for.
Stewardship Home Buyers
1247 Villard Street
Eugene, OR 97403
August 26,2005
Artisan Project No. 05234.02
ARTISAN eNGINEERING, LLC
325 West 13"' Avenue
Eugene, Oregon 97401-3402
Phone: 541-338-9488 Fax: 541-338-9483
www.artisanengineerin9.com
ARTISAN eNGINEERING, LLC
325 Wesi 13"' Avenue
Eugene, Oregon 97401-3402
Phone: 541-338-9488 Fax: 541-338-9483
www.artisanengineering.com
August 26, 2005
Bobby
Stewardship Home Buyers
1247 Villard Street
Eug~ne, OR 97403
Re: Structural Design - Parsegian Family Room Addition and Remodel at 3241
Pheasant Lane in Springfield, OR
Dear Bobby:
We have completed a structural design and reviewed your drawings for the remodeling of
the garage and addition of a Family Room at the rear side of the Parsegain Family
residence at 3241 Pheasant Lane in Springfield, Oregon. We understand that the 12-foot x
15-foot Family Room will be attached to the right rear corner of the existing structure.
Our review is limited to checking the floor and roof framing members that you have selected
including the headers, rafters, and footings for vertical loads. We also checked the new
walls for shear forces for adequacy to transfer the lateral loads.
We analyzed critical elements utilizing the provisions set forth in the 2003 IBe with State of
Oregon Amendments (OSSe 2004). The roof snow load of 25 psf was used for header,
rafter and ridge beam design. A soil bearing value of 1500 psf was used to check bearing
pressures for the new strip and pad footings.
The results are that the 2x6 rafters will be adequate for the roof framing and the ridge beam
will need to be an LSL or LVL manufactured framing member in order to meet snow load
and deflection requirements. Footings will need to be the minimum size for a single-story
structure as the loads are small but should be placed with a 12-inch minimum depth to the
bottom of the footing. . .
The walls have been checked for lateral forces. We used a wind load of 80 mph at'
Exposure B. Wind forces controlled the lateral design for the light weight structure. There
are ample walls to resist the lateral forces.
I have added the necessary information to the drawings that you sent us to ensure that the
mark-ups included in the attached calculations are in the drawings that you intend to submit
to the Building Department. We have enjoyed assisting you with this remodel. Please call if
you have questions.
Si:1:L-
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Principal, Artisan Engineering, LLC
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www.artisanengineering.com
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www.artisanengineering.com
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www.artisanengineering.com
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CITY OF SPRINGFIELD
BUILDING INSPECTION
SETBACKS/FOOTINGS
FOUNDATION
POST & BEAM
MASONRY
INSULATION
FIREPLACE/CHIMNEY
FRAMING
LATH/SHEETROCK
OTHER
FINAL
BUILDING INSPECTION LINE #726.3769
./
CITY OF SPRINGFIELD
ELECTRICAL INSPECTION
TEMPORARY
ROUGH
FEEDER
SERVICE
OTHER
FINA'
BUILDING INSPECTION LINE # 726-3769
~
"
CITY OF SPRINGFIELD \
PLUMBING INSPECTION
SANITARY SEWER
STORM SEWER
WATER LINE
UNDER SLAB
UNDER FLOOR
ROUGH PLUMBING
OTHER
FINAL
BUILDING INSI'ECTION LINE #726.3769
,
/
\
(
I MECCITY OF SPRINGFIELD "
HANICAL INSPECTION
I ROUGH GAS
GAS SERVICE
FINAL GAS
i ROUGH MECHANICAL
FINAL MECHANICAl
UNDER FLOOR
WOOD STOVE
PELlET STOVE
OTHER
BUILDING INSPEcnON LI
NE #726-3769
/