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/.Ca OF PORT ANGELES Construction E lans.
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Issu ance of this permit based upon these plans, specifi H tions and other data shat! nat.prevent the building officio! r`?pg W�1.F�
from thereafter requiring the correction of errors in said e rr'
Plans, specifications and other data, or from preventing 4
I building operations being carried on thereunder when in
violation of all codes and ordinances of this jurisdiction.
Approval Date 44 -1-- By 'S (.L
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WoodWorks® Shearwalls
06031 Lat.wsr
COMPANY AND PROJECT INFORMATION
I Company
Gene Unger Engeering Inc
1401 W 7th
Port Angeles WA 98363
360 452 2098
DESIGN SETTINGS
SOFTWARE FOR WOOD DESIGN
WoodWorks® Shearwalls 2004b
Project Information
I Project
Platypus Marine INC
102 North Cedar Street
Port Angeles WA 98363
Raise Rubb Structure for crane acces
Design Code Wind Standard
IBC 2003 ASCE 7 98
Wind Capacity Increase Load Combinations
Shear CSC Panels 0 70 Seismic
1 40 1 60 1 00 Wind
Nail Withdrawal Modification
Duration Temperature Moisture Content
Factor Range Fabrication Service
1 60 T< =100F Dry Dry
Maximum Height -to -width Ratio
Plywood Fiberboard Lumber
May 25, 200614:54.31
Seismic Standard
ASCE 7 98
Building Code Capacity Reduction
Wind Seismic
1 00 1 00
Max Shearwall Offset [ft]
Plan Elevation
(within story) (between stories)
4 00 0 00
Wind Seismic Wind Seismic Blocked
3 5 3 5 2 0
Shearwall Relative Rigidity' Designed capacity using flexible distribution
Hold -down Forces: Based on applied shearline force
Seismic Materials: Ignore gypsum for exterior walls
SITE INFORMATION
IBC Occupancy
Category II All others
Wind
ASCE -7 98 general analytic method for all bldgs
Design Wind Speed 100mph
Exposure Exposure C
Enclosure Enclosed
Topographic Information [ft]
Shape Height Length
Site Location:
Gypsum
Unblocked
1 5
ASCE-7 Equivalent
Category II All others
Seismic
ASCE 7 98 equivalent lateral force procedure
Use Group I
Design Category D
Site Profile Class D
Spectral Response Acceleration
S1 0 500g Ss:l 250g
Fundamental Period E -W N-S
T Used 0 348s 0 348s
Approximate Ta 0 348s 0 348s
Maximum T 0 418s 0 418s
Response Factor R 6 00 6 00
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WoodWorks® Shearwalls
06031 Lat.wsr May 25, 200614.54:31
Structural Data
STORY INFORMATION
Story
Floor /Ceiling
Wall
Elev rftl
Depth ring
Height
[ftl
Ceiling
45 17
0 0
Level
16 17
2 0
29 00
Level
0 00
0 0
16 00
Foundation
o 00
BLOCK and ROOF INFORMATION
Block
Roof Panels
Dimensions [ftl
I Face
Type
Slope
Overhang rftl
Rubb
2 Story
E w Ridge
Location X,Y
0 00
0 00
North
Side
12 0
0 00
Extent X,Y=
76 00
65 so
South
Side
12 0
0 00
Ridge Y Location, Offset
32 75
0 00
East
Gable
90 0
0 00
Ridge Elevation, Height
52 13
6 96
West
Gable
90 0
0 00
2
5 1
06031 Lat.wsw
Level I of 2
WoodWorks@)
Shearwalls SOFTWARE FOR WOOD DESIGN
WoodWorks@ Shearwalls 2004b May 25, 2006 14-.52:41
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10, 5- 10' 15' 20' 25' 30' 3.5 40' 45' 50' 55' 60' 65' 70' 75' 80' 85' 90'
Loads Shown: W Forces: W 1.OD
6
WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN J
06031 Lat.wsw WoodWorks® Shearwalls 2004b May 25, 2006 14:52:41
Level 2.of 2
80'
226.7-80.9 2 26.7 75,
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16' 20' 25' 30' 35' 40' 45'
50' 55' 60' 65' 70' 75' 80'
85'
90'
Loads Shown: W Forces: W 1 OD
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BUILDING SYSTEMS
TELEFAX
COMPANY
Platypus Marine
RUBB INC
ATTN
Charlie Crane
one Rubb lane
FROM
rubbusa com
Bob Normandeau bob
n Box 711
S
Sanford, MB 04073
FAX NO
360 -417 -0729
Tel: (207) 324 -2877
NO SHEETS
3
Fax: (207) 324 -2347
REF
rBuilding Loads
E -mail: 1nf6@rubbusa.com
DATE.
March 20, 2006
sent
Charlie,
Y
Attached you will find copies of the estimated foundation loads you requested After your re-
view if you have any questions please fee( free to call me at your convenience I can be
reached at 800 289 -7822.
Sincerely,
Bob Normandeau
7 RUBE BUILDINGS PAGE 02 03
0� 2fl 2006 14 14 120724234 161
4
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BUILDING SYSTEMS
ESTIMATED FOUNDATION FORCES
65.6' BVE w/ 29' Leg
Raised Up 16 (on 2 containers)
The following estimated foundation forces are the maximum values of all applicable load case
combinations and are based upon the following assumptions:
03/14/06
Say Spacing:
12.5'
Wind Bracing-
Two (2) X Braced Bay Each End
Basic Wind Speed:
90 mph 3 sec gust, Exp C, ASCE 7 -93
Live Roof Load-
12 psf
Ground Snowload
20 psf
Mechanical Load
0
Dead Load
5 psf
1) Unbraced Sidewall leg Location
A. D Live Load:
Fx
1.6k
Lateral
Fy
B.2k
Downward
S. D Wind Load:
Fx
4 4k
Lateral
Fy
8 7k
Net Uplift
11) corners and Second Span From Ends
A. D Gable Wind
Fx
1.6k
Lateral
Fy
8.7k
Net Uplift
Fz
9.7k
Lateral
or
Fx
1 9k
Lateral
Fy
20.5k
Downward
Fz
0 Ok
Lateral
111) Gable End Wall Columns.
(Assuming 3 Columns per endwall)
A. Gable Wind Fz 5.4k Lateral
Notes:
1) The forces in I are for one 12.5' bay length. The lateral and downward loads in I are point loads at
each column, while the uplift loads are distributed along the bay length.
2) Forces in II and Ili are all point loads at span or column locations.
J fry e.- Ll t v
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NOTE: IF STRUCTURE IS MORE THAN 300 LONG AN
EXTRA SET OF CABLE BRACING IS ADDED AT THE
CENTER OF THE BUILDING LENGTH, ADD ADDITIONAL
SET OF BRACING FOR EVERY 300 OF LENGTH THEREAFTER LEGEND
UNBRACED SIDEWALL LEG
9 BRACED SIDEWALL LEG
GABLE ENDWALL COLUMN
BULta440 LENG71'
ING 0 /mr1 4p 1f�
I I t r r I f
SPACING TYP
,GABLE
COLM4
REvi DESCFJYWN
IDRAWN( W DATE
We Cover The Warij
lu
FOUNDATION FORCE LAYOUT
GENERAL CONFIGURATION,
SINGLE SPAN, 2 BRACED BAYS
BUILDING SYSTEMS
VmW4
scram Thy draeinq is the prop
NOT TO SCALE Rub4 tIG rnt fie
G ES
of and my
repro l or used for any
I
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KUBK SALFORD MME 04073
TES.. 207 3242877
FAX 207-324-2347 FDNFORLAYOUT2
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Snipping uontamer Specifications and Pricing
HOME I ABOUT I CONTAINER SPECS I FAQ I CONTAINER ORDERING
CONTAINER SPECIFICATIONS
Specifications Chart
Size/Type Length
20' Dry 19
40' Dry 40'
40' High Cube 40'
Exterior I internal
Width I Height Length Width Height
8' 8'6" 19'4" 7' 8" I 7 1 9 11
8' I 8'6' I 39'5' I 7' 8" I 7' 9"
8' 9'6' I 39 7 8'9'
Page 1 of 3
/9 /z4
Door Openings
I MAX
Height
Width
Payload
7'5 1
7 1 8 10
42,644
7
7' 7'
48 907
8
I 7
47 892
MEASUREMENTS MAY VARY SLIGHTLY DEPENDING ON CARRIER
Specifications
Inside Cubic Capacity
Maximum Payload
Tare Weight
8X8'6" Standard 20' 8X8'6" Standard 40' 8X9'6' 40' Hi -Cube
32.9 CBM (1 161 CF 67 CBM (2,366 CF 75.6 CBM (2,671 CF
42,644 lbs.
5,138 lbs.
The Marking and Identification of Containers
48,907 lbs.
9 151 lbs.
47 892 lbs.
9 658 lbs.
The rating tare mass and payload of a container is marked on its wall, usually on the end (rear) door
in the case of an end loading dry cargo container
Each container has an identification code or container number ---a combination of the 4 -letter
characters that identify the owner (the operator of container) and the 7- numeric characters that
identify the container The container number can be found on the outer and inner side walls.
Shipping and Storage companies use the 7- numeric characters to track/ identify the container
The container number is entered on the bill of lading to facilitate the identification and tracking of the
http. /www. shipping- worldwide.com/contamer- sales /spec.htm 3/27/2006
onipping t,onuimer bpecincauons anct Yncmg Page 2 of 3
�9
�Zy1'
container and the cargo.
Rating, Tare Mass and Payload of Container
Rating
`Rating is the maximum gross mass (or weight), that is, the maximum permissible weight of a
container plus its contents.
Tare Mass
Tare Mass -tare weight or tare -is the mass (or weight) of empty container, including all fittings and
appliances used in a particular type of container in its normal operating condition
The tare mass of containers may vary due to the different construction techniques and materials
used in the container Some dry cargo containers may fall outside the indicated weight range. The
reefer weighs more than a dry cargo container of the same size
Payload
Payload is the maximum permitted mass (or weight) of payload, including the dunnage and cargo
securement arrangements that are not associated with the container in its normal operating
condition Therefore Payload Rating Tare Mass.
If the tare mass of a 20' dry cargo container is 2,400 kgs. and a 40' is 3 900 kgs. the payload of 20' is
21 600 kgs. (i.e.24 000 kgs. minus 2,400 kgs.) and 40' is 26,580 kgs. (i.e.30 480 kgs. minus 3,900
kgs.) However, the exporter may be prohibited to have that much payload in areas where there are
legal limitations to the overall load of a vehicle.
In exporting, it is common to encounter a payload of 17,500 kgs. or less in the 20' container, and
24 000 kgs. or less in the 40' container
In order for APX to provide the best possible equipment selection and service, please complete and
submit the following Quote Request form available at http.//mww_freight-
calculator.com /apxocean. asp Following receipt of your form, we will provide you with a customized
quote to satisfy your container requirements.
Or, contact us at:
rate shi_ppin ldwide.com or
TOLL FREE TEL. 877 -597 -0258 1 TOLL FREE FAX. 877 597 -0259
ABROAD TEL 305 597 -0258 x 105 ABROAD FAX. 305- 592 -0266
WEST COAST USA 1 (310) 885 -5591 x 105
http. /www. shipping- worldwide.com/container- sales /spec.htm 3/27/2006
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