Plans i k A r
10372W Bonanza Way
Tigard, OR 97224
LAUREN THOMAS 503- 317 -1023
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CONSULTING, LLC ltcstructural @gmail.com
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Thomas Deck 1 °
10372W Bonanza Way
Tigard, Oregon JUL -1 2010
CITY OF TIGARD
Client: Josh and Laurie Thomas BUILDING DIVISION
LTC #: 10 -DECK
Date: 6/30/10
By: Lauren Thomas, P.E.
THESE CALCULATIONS ARE VOID IF SEAL
CITY OF TIGARD
9
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AND SIGNAT . x T ORIGINAL Approved plans
shall be on job site.
No. of Calculation pages included: 1 pages
OFFICE COPY
Engineer has been retained in a limited capacity
for this project. The design of this project is based
upon information provided by the Client who is
1, solely responsible for the accuracy. No
responsibility and/or liability is assumed by, or is
�.i to be assigned to the Engineer for items beyond
that indicated on these sheets. Not valid without
original signature in blue ink.
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,. Project Name Thomas Deck Project # 10-DECK
LTC Location 10372 SW Bonanza Way, Tigard, Oregon
LAUREN THoms
CONSULTI1G LLC Client Josh and Laurie Thomas
10372 SW Bonanza Way
Tigard, OR 97224
503-317-1023
Itcstructural@gmail.com By LMT Date 6/30/10 Page \ of \
RECEIVED
STRUCTURAL NOTES JUL 01 2010
CITY OF TIGARD
GENERAL BUILDING DIVISION
• 1. ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE
INTERNATIONAL BUILDING CODE (IBC) 2006 EDITION AS AMENDED BY THE
STATE OF OREGON IN THE 2007 OSSC AS WELL AS LOCAL CODES AND
REGULATIONS.
2. DESIGN CRITERIA:
A. WIND SPEED N/A
B. SEISMIC NEGLIGABLE
C. LIVE LOADS 40 PSF
D. SOIL BEARING 1500PSF
3. THIS STRUCTURE AND ALL OF ITS PARTS MUST BE ADEQUATELY BRACED
AGAINST WIND, LATERAL, EARTH, AND SEISMIC FORCES UNTIL THE
PERMANENT LATERAL -FORCE RESISTING SYSTEMS HAVE BEEN
CONSTRUCTED AND ALL ATTACHMENTS AND CONNECTIONS NECESSARY
FOR THE STABILITY OF THE STRUCTURE AND ITS PARTS HAVE BEEN
MADE.
4. ALL FEATURES OF THE CONSTRUCTION NOT FULLY SHOWN SHALL BE OF
THE SAME TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS,
SUBJECT TO REVIEW BY THE STRUCTURAL ENGINEER OF RECORD.
5. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE
APPLIED, PLACED, ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH
THE MANUFACTURER'S INSTRUCTIONS.
FOUNDATIONS
1. EXCAVATIONS FOR FOOTINGS SHALL BE CLEAN AND FREE OF
DELETERIOUS MATTER SUCH AS ROOTS, ORGANICS AND OTHER DEBRIS.
2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE MATERIAL OR
CLEAN, WELL - GRADED AND COMPACTED CRUSHED ROCK.
3. MINIMUM FOOTING DEPTH SHALL BE 18" FOR RESIDENTIAL
WOOD
1. ALL SOLID SAWN LUMBER SHALL BE DOUGLAS FIR/LARCH (DF /L), NO. 2 OR
BETTER.
2. WOOD WITHIN 6" OF FINISHED GRADE, IN CONTACT WITH GROUND OR
CONCRETE OR TO BE LEFT UNPAINTED OR UNSEALED SHALL BE
PRESERVATIVE TREATED W/ CHROMATED COPPER ARSENATE (CCA) OR
ALKALINE COPPER QUATERNARY (ACQ) TYPE B WITH INCISIONS IN
ACCORDANCE WITH THE AMERICAN WOOD PRESERVER'S ASSOCIATION
(AWPA).
1
3. ALL FRAME NAILING SHALL CONFORM TO THE REQUIREMENTS OF TABLE
2304.9.1 "FASTENING SCHEDULE" OF THE IBC, UNLESS NOTED OTHERWISE
ON THE DRAWINGS.
4. WOOD USED FOR LEDGERS WHICH ARE IN CONTACT WITH GALVANIZED
FRAMING BRACKET SHALL NOT BE TREATED. PROVIDE A VAPOR BARRIER
OR OTHER BARRIER BETWEEN THE CONCRETE OR MASONRY AND THE
WOOD ELEMENT.
5. METAL FASTENERS AND ANCHORS SHALL BE AS MANUFACTURED BY
"SIMPSON" COMPANY OF DUBLIN, CALIFORNIA. TYPE AS INDICATED ON
THE PLAN OR APPROVED EQUAL.
6. REPLACE "IN -KIND" ALL WOOD BEAMS, JOISTS, PURLINS, SUBPURLINS
AND SHEATHING, WHICH SHOW SIGNS OF DRY ROT.
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503-317-1023
ItcstructurolOgmail.com
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