Plans RECEIVED
MAY - 4 2010
CITY OF TIGARD
QUAST DECK COVER \ BUILDING DIVISION
METCORP INC.
DECK COVER ENGINEERING
MJD 4/28/10 16011
13877 SW 95TH AVE
TIGARD, OREGON 97005
Address shall be posted
and visible from street.
Approved plans
shall be on job site.
CITY OF TIGARD
Approved ... - PROP
Conditionally Appro'ved: - - - - -- }
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See Letter to: Follow - -- -- �c, �G I N F S s j o
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Date
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RENEWAL DATE: 12 -31 -2011
CONTENTS:
16011 SK1 -SK2
16011 1 -7
PARKIN ENGINEERING INC.
OFFICE COPY CONSULTING AND STRUCTURAL ENGINEERING
14014 NE SALMON CREEK AVE. (360) 694 -8378
VANCOUVER, WA. 98686 FAX (360) 694 -3376
W W W.JOHN WPARKIN. COM
• PARKIN ENGINEERING INC. 14014 NE SALMON CREEK AVE., VANCOUVER, WA 98686
CONSULTING AND STRUCTURAL ENGINEERING PHONE(360)694 -8378• FAX (360) 694 -3376
email: info@johnwparkin.com
CONSTRUCTION DOCUMENTS
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SCALE: 3/8" = 1' -0"
PLAN NOTES:
1. All work shall conform to IBC 2006, including its referenced standards. 5. Unless noted on the plans, construction shall conform to IBC Sec. 2308 "Conventional cc
Light -Frame Construction."
2. Where details are not specifically shown, construction shall follow typical details for 0 L
similar conditions, subject to review by the Engineer 6. Timber connectors shall be "Strong Tie" by Simpson. Alternate connectors by other o m Cr
manufacturers may be substituted subject to review by the Engineer prior to installation. ° ^ Q
3. The Contractor shall verify all dimensions and conditions at the site. Conflicts between M 0
the drawings and actual site conditions shall be brought to the attention of the Engineer 7. Where timber connectors or fasteners are in exposed exterior applications in contact o
before proceeding with the work. In case of discrepancies between the plans, and with preservative treated wood (PT) connectors shall be either batch hot - dipped
details, the Engineer shall determine which shall govern. Discrepancies shall be galvanized (HDG), mechanically galvanized or stainless steel.
brought to the attention of the Engineer before proceeding with the work. w
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4. Roof sheathing shall be 15/32" apa -rated sheathing with a minimum 32/16 span rating. _ MEMBER USE SIZE SPECIES _ GRADE _
SHEET TITLE:
Sheathing shall be nailed to roof framing with 8d (0.131 "0.x2 -1/2 ") nails @ 6 "oc at panel Posts 4x4 HF (PT) No 2 GENEERALLNOTES
LAS
edges and @ 12 "oc field, uno. Lay sheathing with face grain (long direction)
perpendicular to supports and stagger panel end joints. allow 1/8" space between Rafters 2x8 DF No. 2
panel ends and edges. Provide panel sheathing clips centered between framing at — -
unblocked sheathing edges as required by roofing warranty. Beams 4x10 DF No. 2 SKI
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• PARKIN ENGINEERING INC. 14014 NE SALMON CREEK AVE., VANCOUVER, WA 98686
CONSULTING AND STRUCTURAL ENGINEERING PHONE (360) 694 -8378• FAX (360) 694 -3376
email: info@johnwparkin.com
CALCULATIONS
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Conterminous 48 States
2006 International Building Code
Zip Code = 97005
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Data are based on a 0.05000000074505806 deg grid spacing
Period Centroid Sa
(sec) (g)
0.2 0.969 (Ss)
1.0 0.349 (S1)
Period Maximum Sa
(sec) (g)
0.2 0.978 (Ss)
1.0 0.353 (51)
Period Minimum Sa
(sec) (g)
0.2 0.948 (Ss)
1.0 0.344 (S1)
Conterminous 48 States
2006 International Building Code
Zip Code = 97005
Spectral Response Accelerations SMs and SM1
SMs = Fa x Ss and SM1 = Fv x S1
Site Class D
Period Centroid Sa
(sec) (g)
0.2 1.078 (SMs, Fa = 1.112)
1.0 0.594 (SM1, Fv = 1.702)
Period Maximum Sa
(sec) (g)
0.2 1.084 (SMs, Fa = 1.109)
1.0 0.598 (SM1, Fv = 1.694)
Period Minimum Sa
- 1.0 0.589 (SM1, Fv = 1.711) l�Ii
Conterminous 48 States
2006 International Building Code
Zip Code = 97005
Spectral Response Accelerations SDs and SDI
SDs = 2/3 x SMs and SDI = 2/3 x SM1
Site Class D
Period Centroid Sa
(sec) (g)
0.2 0.719 (SDs)
1.0 0.396 (SD1)
Period Maximum Sa
(sec) (g)
0.2 0.723 (SDs)
1.0 0.399 (SDI)
Period Minimum Sa
(sec) (g)
0.2 0.708 (SDs)
(sec) (g)