Troutdale_Sketch_02.08.18__-_12_x_12_Door.pdf
PDF 303 KB Posted
- Attached to
- Troutdale Warehouse Roll Up Doors
- Solicitation number
- EQ10PCA-2-18-0025
About this file
Concept Sketch
View the file
Other files
| File | Type | Posted |
|---|---|---|
| A002.pdf | ||
| A001_EQ10PCA-2-18-0025.pdf | ||
| Solicitation_EQ10PCA-2-18-0025_combined.pdf | ||
| Attach_1_-_Past_Performance_Questionnaire.docx | DOCX document | |
| DWG_001_Floorplan_&_Troutdale_Sketch_.pdf | ||
| DRAFT_Troutdale_Roll_Up_Door_SOW_05-22-18.pdf |
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Text version
PROJECT NUMBER:
X
DATE:
02.08.18
1/4" = 1' 0"
SCALE:
02.18
TITLE:
PROJECT NAME:
ENGINEER:
TROUTDALE WAREHOUSE
OR0501PT
2020 NW GRAHAM ROAD
X
X
X
TROUTDALE, OR 97060
REMOVE ONE BAY HOLLOW CLAY TILE AND REPLACE WITH CMU BLOCK REINFORCED
PER CODE TO RESIST VERTICAL LOAD AS WELL AS IN PLANE AND OUT OF PLANE
LATERAL LOADS WALL STRENGTH AND STIFFNESS SHALL BE AT LEAST EQUIVALENT TO
CLAY TILE REMOVED AND SHALL BE ADEQUATE TO RESIST TRIBUTARY IN PLANE
SHEAR FORCES
SUPPORT NEW COILING DOOR
26' 0" ±
6' 0" ± 12' 0" W X 14' 0" HIGH COILING DOOR OPENING 6' 0" ±
DOWEL NEW FOOTING TO
EXISTING AS REQUIRED DESIGN SO
AS TO NOT UNDERMINE EXISTING
FOOTINGS
EXISTING BRICK PILASTER
TO REMAIN
CLAY TILE WALL TO REMAIN
BRICK PILASTER TO REMAIN
HOLLOW CLAY TILE WALL
TO REMAIN
NEW CONCRETE APPROACH
EXTEND TO EXISTING
ASPHALT MINIMUM
NEW CMU WALL
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
ELEVATION
PROJECT NUMBER:
X
DATE:
02.08.18
1/2" = 1' 0"
SCALE:
02.18
TITLE:
PROJECT NAME:
ENGINEER:
X
X
X
TROUTDALE WAREHOUSE
OR0501PT
2020 NW GRAHAM ROAD
TROUTDALE, OR 97060
FOOTING / GRADE BEAM
AS REQUIRED
NEW FULLY GORUTED
CMU WALL REINFORCED AS
REQUIRED
PATCH NEW SLAB TO EXISTING
PROVIDE EPOXY DOWELS AS
REQUIRED
ANCHOR NEW CMU WALL
TO EXISTING DIAPHRAGM
FOR CODE PRESCRIBED
FORCES
EXISTING ROOF STRUCTURE
MATVH EXISTING PARAPET CONDITION
AutoCAD SHX Text
SECTION
| Troutdale 02.08.18 - 12 x 14 Door 1 02.08 |
| Sheets and Views |
| Model |
| Troutdale 02.08.18 - 12 x 14 Door 2 02.08 |
| Sheets and Views |
| Model |
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