Construction of New 1500 Ton Salt Storage Building for IDOT Clarinda Maintenance Garage
| Agency: | State Government of Iowa |
|---|---|
| State: | Iowa |
| Type of Government: | State & Local |
| Category: |
|
| Posted: | Mar 28, 2024 |
| Due: | Apr 25, 2024 |
| Solicitation No: | RFB FY2024 #119 |
| Publication URL: | To access bid details, please log in. |
Bid Information
|
Contact Information
|
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CLARINDA 1500 TON SALT STORAGE BUILDING
1150 E STATE STREET, CLARINDA, IA 51632
PROJECT: BG-4C30 (001)-80-73
1000
998
998
998
4' - 0"
60' - 0"
52' - 0"
4' - 0"
996
NEW STRUCTURE:
60 x 88 BLDG
52 X 80 T'S
1548 T
1000
998
1000
998
1000
5' - 0" TYP.
0' - 0" AT
1000.67
EXISTING 1400 T± HOOP
STRUCTURE SHOWN IN
YELLOW TO BE REMOVED
ALIGN NEW BUILDING
CORNER TO EXISTING
HOOP LOCATION
1 SITE PLAN
A001 1" = 40'-0"
PROJECT NOTES (SPECIFIC TO THIS GEOGRAPHIC LOCATION)
THIS DRAWING SET CONTAINS STANDARD SALT STORAGE PROTOTYPE DRAWING SHEETS USED FOR GENERIC PROJECT SITE LOCATIONS. THESE STANDARD DESIGN SHEETS FOLLOW THIS SHEET.
THE INFORMATION ON THIS SHEET IS UNIQUE AND PROVIDES SPECIFIC INSTRUCTIONS FOR THE PROJECT SITE LOCATION INDICATED. IF INFORMATION ON THIS SHEET IS IN CONFLICT WITH THE INFORMATION ON THE PROTOTYPE SHEETS FOLLOWING THIS SHEET, THE
INFORMATION ON THIS SHEET HAS PRECEDENT.
1.
EXISTING GRADES TO BE MODIFIED TO ALLOW FOR NEW BUILDING AND EXPANSION TO THE NORTH. MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING PERIMETER. NOTIFY IDOT PROJECT MANAGER OF ANY CONCERNS.
2.
CONTRACTOR TO COMPLETE FINAL GRADE WITHIN 5'-0" OF BUILDING FOR DRAINAGE AWAY FROM STRUCTURE.
3.
CONTRACTOR TO GRADE SITE FOR POSITIVE DRAINAGE AT AREAS 5' BEYOND THE BUILDING PERIMETER
4.
PRIOR TO PLACEMENT OF ANY SUB-GRADE OR SUB-BASE FILL, THE EXPOSED SUBGRADE SHOULD BE PROOF-ROLLED. UNSUITABLE AREAS OBSERVED AT THIS TIME SHOULD BE IMPROVED BY SCARIFICATION AND RE-COMPACTION OR BY UNDERCUTTING AND
REPLACEMENT WITH GRANULAR FILL. (IOWA DOT 4121)
5.
CONCRETE SLAB AND APPROACH BY CONTRACTOR.
6.
THIS PROJECT IS LOCATED AT A WORKING IA DOT MAINTENANCE GARAGE FACILITY. COORDINATE ALL WORK SCHEDULES, ACCESS TO AND USE OF SITE WITH GARAGE STAFF. ASSUME NORMAL WORK HOURS AND FULL ACCESS TO THIS AREA OF SITE.
7.
THE ENGINEER FOR SUPPLIER OF THE PRE-CAST "T" WALL PANELS IS TO PROVIDE INTERIOR SLAB DESIGN DETAILS, SLAB PERIMETER/"T"WALL PANEL CONNECTION AS REQUIRED TO PROVIDE ADEQUATE "T" WALL SUPPORT FOR SALT AGGREGATE STRUCTURAL LOAD.
8.
CONTRACTOR TO GRADE EXPANSION PAD SITE. PAD SITE SHALL CONSIST OF 8 INCHES MINIMUM OF COMPACTED GRANULAR SUB-BASE WITH A SLOPE TOWARDS THE FRONT ENTRANCE. THE TOP OF THIS SUB-BASE WILL FORM THE BOTTOM OF THE CONCRETE PAVING.
CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND ALIGN WITH EXISTING. THIS 8 INCH SUB-BASE WILL ALSO BE INSTALLED WHERE NEW PRE-CAST T-WALL PANELS WILL BE PLACED. IF THE PRE-CAST PANEL ENGINEER DETERMINES, BASED ON GEO TECHNICAL
REPORTS, THAT ADDITIONAL SUB-BASE DEPTH IS REQUIRED, THE CONTRACTOR FOR THIS PROJECT WILL BE REQUIRED TO EXCAVATE SUB-BASE AND SUBGRADE MATERIAL AND PLACE AND COMPACT NEW SUB-BASE AS RECOMMENDED BY THE ENGINEER AT THE "T" WALL
FOOTING AREAS.
OFFICE OF SUPPORT SERVICES
800 LINCOLN WAY
AMES, IOWA 50010
LYON
SIOUX
PLYMOUTH
OSCEOLA DICKENSON EMMET
WINNEBAGO
KOSSUTH
WORTH
MITCHELL HOWARD
WINNESHIEK ALLAMAKEE
OBRIEN
CLAY PALO ALTO
HANCOCK CERRO GORDO FLOYD CHICKASAW
2
FAYETTE CLAYTON
3 CHEROKEE
BUENA VISTA
POCAHONTAS
HUMBOLT
WRIGHT
FRANKLIN
BUTLER
BREMER
WOODBURY
IDA
SAC
CALHOUN WEBSTER HAMILTON HARDIN
GRUNDY
BLACK HAWK BUCHANAN DELAWARE DUBUQUE
MONONA CRAWFORD CARROL GREENE BOONE
1
STORY
MARSHALL
TAMA
BENTON
LINN
6
JONES
HARRISON
SHELBY AUDUBON GUTHRIE
DALLAS
POLK
JASPER POWESHIEK IOWA
CEDAR
JOHNSON
JACKSON
CLINTON
SCOTT
MUSCATINE
POTTAWATTAMIE
CASS
4
ADAIR
MADISON
WAREN
MARION
MAHASKA
5
KEOKUK
WASHINGTON
LOUISA
MILLS
MONTGOMERY ADAMS
UNION
CLARKE
LUCAS
MONROE WAPELLO JEFFERSON HENRY
DES MOINES
FREMONT
PAGE
TAYLOR RINGGOLD DECATUR WAYNE
APPANOOSE
DAVIS VAN BUREN
LEE
IOWA COUNTY AND DISTRICT KEY
REGIONAL PLAN
BUILDING ON SITE
CLARINDA GARAGE
SALT STORAGE
BUILDING
DEMO OF EXISTING HOOP
1.
OWNER WILL REMOVAL ALL SALT FROM THE BUILDING.
2.
EXISTING IDOT MATERIALS AND EQUIPMENT ADJACENT TO THE STRUCTURE/SITE WILL BE REMOVED BY OWNER PRIOR TO DISMANTLING OPERATIONS.
3.
CONTRACTOR TO REMOVE EXISTING HOOP FABRIC, HOOP STRUCTURE, FABRIC DOORS, BERM AND ASPHALT PAVING.
4.
CONCRETE T'S ARE TO BE SALVAGED FOR REUSE, CONTRACTOR TO VERIFY W/ OWNER ON-SITE STORAGE LOCATION AWAY FROM CONSTRUCTION.
INDEX OF DRAWINGS
NO:
NAME:
A001
A101
A102
A103
A104
COVER / SITE
FLOOR PLAN - PROTOTYPE DESIGN
ELEVATIONS / SECTIONS - PROTOTYPE DESIGN
DETAILS - PROTOTYPE DESIGN
DOOR DETAILS - PROTOTYPE DESIGN
A
T WALL C.L.
B
C
3
A102
D
E
F
T WALL C.L.
G
1
2
3
4
5
6
7
8
9
10
11
12
5
6
A102
A102
8' - 0"
4' - 0" MIN.
1' - 0"
8' - 0"
3' - 0"
8' - 0"
43' - 0"
88' - 0" OVERALL BLDG. (DETERMINED BY BUILDING SUPPLIER)
8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
80' - 0" CENTER OF PRECAST T (DETERMINED BY PRECAST SUPPLIER)
8' - 0"
43' - 0"
UPPER PORTION
OF T WALL TYP.
PRECAST T
WALL TOE TYP.
C.J. AT PRECST
TOE EDGE
8' - 0"
8' - 0"
4' - 0"
1' - 0"
3' - 0"
T WALL C.L.
PRECAST T WALL NOTE:
EXTEND PRECAST PANELS AT CORNERS IF
PREFORMED CORNERS ARE NOT AVAILABLE. DO NOT
EXTEND WALL PAST EDGE OR ADJACENT "T" WALL
BASE TOE TYP.
SLAB EDGE NOTES:
1.
SHADED AREA TO HAVE THICKENED SLAB AT
INSIDE FACE OF PRECAST FOOTING TOE OF
"T" WALL PANEL.
2.
VERIFY DIMENSIONS REQUIRED WITH PRE-
CAST PANEL STRUCTURAL ENGINEER.
7' - 6" C.J.
0'-4"
12' - 0" C.J.
12' - 0" C.J.
1500 TON SALT
STORAGE
102
5244 SF
12' - 0" C.J.
12' - 0" C.J.
12' - 0" C.J.
2
A103
BOLLARD
7' - 6" C.J. 2' - 6"
12' - 0" C.J.
12' - 0" C.J.
0'-0"
1' - 3"
BOLLARD
65' - 0"
12' - 0" C.J.
12' - 0" C.J.
12' - 0" C.J.
5' - 0" C.J.
1
A103
T WALL C.L.
SLAB FIELD NOTES:
1.
SLAB FIELD TO HAVE MINIMUM 6 1/2"
CONCRETE SLAB, IDOT C4 CONCRETE MIX
WITH #5 EPOXY COATED REBAR AT 24" O.C.
EACH WAY.
2.
SURFACE TO BE TREATED WITH APPLICATION
OF "CONCRETE DEFENDER"
3.
SAW CUT CONTROL JOINTS AT 12'-0" O.C. +/-
1' - 0"
4' - 0" MIN.
8' - 0"
8' - 0"
43' - 0"
8' - 0"
80' - 0" CENTER OF PRECAST T (DETERMINED BY PRECAST SUPPLIER)
8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
88' - 0" OVERALL BLDG. (DETERMINED BY BUILDING SUPPLIER)
43' - 0"
8' - 0"
8' - 0"
1' - 0"
4' - 0" MIN.
8' - 0"
DOWNSPOUT & SPLASH BLOCK NOTE:
DOWNSPOUT ELBOW AND 24" LEADER W/ 2' X 2' X 3"
CONCRETE SPLASH BLOCK AT EACH LOCATION TYP.
61' - 0" APPROACH
1
2
3
4
5
6
7
8
9
10
11
12
APPLICABLE BUILDING CODE SCHEDULE:
STATE OF IOWA BUILDING CODE AS ADOPTED BY THE STATE FIRE MARSHAL
2015 INTERNATIONAL BUILDING CODE
2015 INTERNATIONAL FIRE CODE
IMPORTANT INFORMATION ABOUT DRAWING SHEETS
1.
THIS DRAWING SHEET AND ALL SHEETS FOLLOWING THIS SHEET ARE STANDARD PROTOTYPE DRAWINGS USED FOR
GENERIC PROJECT SITE LOCATIONS.
2.
PLEASE REFER TO THE SPECIFIC SITE PLAN SHEET PRECEDING THIS PAGE FOR NOTES AND CHANGES TO THESE
DRAWINGS THAT ARE TO BE FOLLOWED FOR A SPECIFIC SITE LOCATION. IF INFORMATION ON THIS SHEET IS IN
CONFLICT WITH THE PRECEDING SHEET, THE PRECEDING SITE PLAN SHEET IS TO BE FOLLOWED.
3.
THIS DRAWING SET TO BE PRINTED IN COLOR. DEMOLITION WORK IS IN RED AND DASHED.
GENERAL NOTES
A
1.
CONTRACTOR TO LOCATE UTILITIES BEFORE STARTING EXCAVATION: IOWA ONE CALL 811 OR CONTACT UTILITY COMPANY
TO STAKE.
2.
PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING WITH FINAL GRADING OR PAVING
3.
“C.J.” REPRESENTS LOCATIONS OF SAWCUT CONTROL JOINTS. PROVIDE CONTROL JOINTS IN SLAB AT 12' MAX SPACING.
4.
THE CONTRACTOR SHALL REVIEW PLANS AND THE AREA OF CONSTRUCTION CAREFULLY TO ENSURE FULL UNDERSTANDING
B
OF EXACT SCOPE OF WORK.
5.
PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREA. DO NOT ALLOW WATER TO POND IN
EXCAVATION AREAS, AND MAINTAIN ALL EXISTING DRAINAGE PATTERNS.
6.
THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD AND NOTIFY
THE PROJECT MANAGER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK. NO CHANGES SHALL BE MADE TO
ANY PLAN WITHOUT PRIOR WRITTEN APPROVAL OF THE DESIGNER.
C
7.
THE LOCATION OF ALL AERIAL AND UNDERGROUND UTILITY LINES ARE NOT INDICATED IN THESE PLANS. UNDERGROUND
FACILITIES, WHETHER INDICATED OR NOT, WILL BE LOCATED AND FLAGGED BY THE UTILITY COMPANY. THE OWNER WILL
ASSIST IN IDENTIFYING LOCATIONS FOR ON SITE, INTERNAL INFRASTRUCTURE UTILITIES BETWEEN BUILDING AND OTHER
OWNER EQUIPMENT. CONTRACTOR TO PROCEED WITH WORK CAUTIOUSLY AS NOT ALL LOCATIONS ARE KNOW OR
ACCURATELY PROVIDED.
8.
HAUL ALL DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS OFF-SITE AND DISPOSE OF PROPERLY.
D
9.
FURNISH AND MAINTAIN ALL NECESSARY BARRICADES, WARNINGS, SIGNS AND LIGHTS AS NECESSARY FOR CONSTRUCTION
OPERATIONS.
10. APPROXIMATE PLAN SIZES SHOWN FOR PRECAST CONCRETE "T" WALL SALT STORAGE AREA. SALT STORAGE AREA MUST BE
CAPABLE TO HOLD 1500 TONS OF SALT. THE DESIGN WEIGHT OF SALT IS 72 LBS PER CUBIC FOOT. THE ANGLE OF REPOSE TO
BE 32 DEGREES. THE MAX DUMP HEIGHT OF THE LOADER IS 15'-0". THE MAX. HEIGHT OF SALT TO BE 8" BELOW TOP OF
PRECAST T WALL.
E
11. INCLUDE 8" YELLOW PAINT LINE AT THE TOP OF THE PRECAST PANELS TO INDICATE THE MAX FILL HEIGHT.
12. SEE SITE PLAN FOR EXCAVATION AND FILL REQUIREMENT RELATED TO THE BUILDING FOOTPRINT AREA. PROVIDE A MINIMUM
OF 8" INCHES COMPACTED GRANULAR SUB-BASE MEETING IDOT 4121 SPEC BELOW CONCRETE SLAB. SEE SITE INCLUSION
OR EXCLUSION OF CONCRETE SLABS AND/OR PAVING.
13. SIZE OF BUILDING SHOWN IS BASED ON A MINIMUM CLEARANCE OF 4' - 0" FROM CENTER OF PRECAST T WALL TO OUTSIDE OF
WOOD POSTS. VERIFY POLE BUILDING POST LOCATION CLEARANCE WITH SUPPLIERS PROPOSED PRE-CAST "T" WALL
F
FOOTING WIDTH AND/OR "T" WALL EXTENSIONS AT CORNERS. ADJUST SIZE OF WOOD POST FRAME BUILDING TO PROVIDE
ADEQUATE CLEARANCE OF 4 FEET MINIMUM OR MOST COST ECONOMICALLY EFFECTIVE POLE BUILDING POST
CONFIGURATION
14. BUILDING SUPPLIER TO VERIFY THE COLUMN LOCATIONS AND SPACING MOST ADVANTAGEOUS TO MEET THE BUILDING COST
REQUIREMENTS. COLUMN LOCATION, SPACING AND SIZE ONLY SHOWN FOR ILLUSTRATION PURPOSES.
15. BARRIERS:
G
A.
PROVIDE BARRIERS TO PREVENT UNAUTHORIZED ENTRY TO CONSTRUCTION AREAS, TO PREVENT ACCESS TO
AREAS THAT COULD BE HAZARDOUS TO WORKERS OR THE PUBLIC, TO ALLOW FOR OWNER'S USE OF SITE AND TO
PROTECT EXISTING FACILITIES AND ADJACENT PROPERTIES FROM DAMAGE FROM CONSTRUCTION OPERATIONS .
B.
PROVIDE BARRICADES AND COVERED WALKWAYS REQUIRED BY GOVERNING AUTHORITIES FOR PUBLIC RIGHTS-OF-
WAY AND FOR PUBLIC ACCESS TO EXISTING BUILDING.
C.
PROTECT NON-OWNED VEHICULAR TRAFFIC, STORED MATERIALS, SITE, AND STRUCTURES FROM DAMAGE.
16. PROTECT NON-OWNED VEHICULAR TRAFFIC, STORED MATERIALS, AND SITE FROM DAMAGE. PROTECT BY WHATEVER MEANS
REQUIRED FOR ALL STRUCTURES, UTILITIES, STREETS, BUSHES, TREES, FENCES, SIGNS, ETC. WHICH ARE NOT DESIGNED
FOR REMOVAL; OR WHICH ARE OUTSIDE THE CONTRACT AREA.
1 FLOOR PLAN
A101 1/8" = 1'-0"
STANDARD BASIS OF DESIGN
CONCRETE PAVING AT EXTERIOR APPROACH.
1.
SEE SITE PLAN FOR PAVING REQUIRED FOR THIS PROJECT. AT AREAS CALLING FOR NEW PAVEMENT, PROVIDE A MINIMUM OF 6 INCHES OF IDOT FILL
MEETING SPECIFICATION 4121, GRADATION 12A, COMPACTED TO 98% STANDARD DRY PROCTOR DENSITY.
2.
WHERE CONCRETE PAVING IS INDICATED, PROVIDE 6 1/2" INCHES THICK (MIN.), 4000 PSI F'C WITH #5 REBAR AT 24" O.C.
SUB-BASE FOR PRECAST CONCRETE "T" WALLS
1.
PROVIDE IDOT FILL MEETING SPECIFICATION 4121, GRADATION 12A, COMPACTED TO 98% STANDARD DRY PROCTOR DENSITY. AT AREAS BELOW FOOTINGS
OF PRECAST "T" WALLS FOR FULL WIDTH OF FOOTING. DEPTH/THICKNESS OF MATERIALS IS TO BE DETERMINED BY PRECAST "T" WALL ENGINEER BASED ON
SUPPORTING REQUIRED LOADS OF SALT WITH A SUPPORTING EXTERIOR BERM. SEE GEOTECHNICAL REPORT FOR SOIL BEARING CAPACITY. IF NO SOIL
REPORT IS PROVIDED BY THE IOWA DOT, ASSUME A MINIMUM THICKNESS OF 8 INCHES.
2.
IF A GEOTECHNICAL REPORT IS NOT PROVIDED BY THE IOWA DOT FOR THIS PROJECT, THE CONTRACTOR IS TO ASSUME SOIL BEARING CAPACITY OF
INORGANIC SUBGRADE TO BE 1200 PSF. CONTRACTOR IS TO VERIFY WITH THIS CAPACITY WITH GEOTECHNICAL TESTING AGENCY AT TIME OF WORK TO
CONFIRM
CONCRETE PAVING INSIDE SALT STORAGE PRE-CAST "T" AREA
1.
CONCRETE PAVING IS TO BE A MINIMUM OF 6 1/2 INCHES THICK (MIN.) AT FIELD AREA, 4000 PSI F'C WITH #5 REBAR AT 12" O.C. SLAB IS TO OVERLAY OVER TOP
OF INTERIOR FOOTING TOE TO MAINTAIN A SLAB THICKNESS MINIMUM OF 3 INCHES OR GREATER OR THICKER, AS RECOMMENDED BY PRE-CAST "T" WALL
ENGINEER NECESSARY TO ELIMINATE NEED FOR EXTERIOR SUPPORTING BERM AT "T" WALL.
2.
PROVIDE A THICKENED SLAB AT ALONG INTERIOR PRE-CAST "T" WALL AS SHOWN IN SECTION. PRECAST "T" ENGINEER TO DETERMINE DISTANCE THICKENED
SLAB EDGE IS TO CONTINUE IN FROM TOE. MINIMUM THICKNESS TO BE 8 INCHES. SUPPLIER TO CONFIRM IF ACCEPTABLE
3.
CONCRETE SLAB TO HAVE 3 APPLICATIONS OF CRETE DEFENDER APPLIED TO SLAB.
PERFORMANCE CRITERIA FOR PRECAST "T" WALLS
1.
PRECAST T WALLS SHALL BE DESIGNED TO RESIST ALL APPLIED LOADS INCLUDING:
A.
LATERAL AND VERTICAL LOAD FROM SALT/AGGREGATE PILE ON INTERIOR OF BUILDING. SALT/AGGREGATE WEIGHT OF
87LB PER CUBIC FOOT TO BE USED FOR ALL LOADING PURPOSES.
B.
PRE-CAST PANEL ENGINEER TO DESIGN REQUIRED SLAB THICKNESS AND WIDTH AT INTERIOR "T" WALL PANEL TOE TO
PROVIDE REQUIRED RESISTANCE TO PROVIDE SALT STORAGE SUPPORT WITHOUT A BERM AT THE EXTERIOR OF THE
PRE-CAST "T" WALL OR PROVIDE EXTERIOR BERM DESIGN. DETAILS AND PLAN INDICATE AN EXAMPLE OF POTENTIAL
CONFIGURATION, DIMENSIONS ARE TO BE DETERMINED BY PANEL ENGINEER.
2.
PROVIDE DETAILS OF ANY REQUIRED PANEL TO PANEL CONNECTIONS
3.
PRECAST FOUNDATION PANELS SHALL BE DESIGNED BY AN IOWA LICENSED PROFESSIONAL ENGINEER FOR SALT LOADS, SHOP
DRAWINGS AND LAYOUT FOR REVIEW PRIOR TO CONSTRUCTION.
4.
SHOP DRAWINGS SHALL INCLUDE A FULLY DIMENSIONED PLAN VIEW, A SECTION THROUGH THE FOUNDATION PANELS
INCLUDING DIMENSIONS AND REINFORCING, CONNECTION DETAILS BETWEEN ADJACENT PANELS AND ANY ADDITIONAL
INFORMATION NEEDED TO REVIEW AND CONSTRUCT THE SYSTEM.
DATE:
09 FEB 24
DRAWN BY:
DESIGN TEAM
APPROVED:
S.T.
SHEET
A101
G
CONTINUOUS RIDGE VENT PER BLDG. MFG.
GUTTER, DOWNSPOUT
AND SPLASH BLOCK TYP.
1' - 0"
METAL WALL PANELS PER BLDG. MFG.
TRIM OUT OPENING
FOR FABRIC OVHD
DOOR, PER MFG.
FABRIC DOOR W/
MANUAL OVHD. COIL
12
3
PRECAST T WALL TYP.
A
GUTTER, DOWNSPOUT
AND SPLASH BLOCK TYP.
1' - 0"
TRUSS BEARING
20' - 0"
BOTTOM OF METAL
PANEL
4' - 0"
TOP OF SLAB, FRONT
0"
7 FRONT ELEVATION 2
A102 1/8" = 1'-0"
A
GUTTER, DOWNSPOUT
AND SPLASH BLOCK TYP.
1' - 0"
CONTINUOUS RIDGE VENT PER BLDG. MFG.
12
3
METAL WALL PANELS PER BLDG. MFG.
TRANSLUCENT WALL PANELS PER BLDG. MFG.
METAL WALL PANELS PER BLDG. MFG.
PRECAST T WALL TYP.
G
GUTTER, DOWNSPOUT
AND SPLASH BLOCK TYP.
1' - 0"
TRUSS BEARING
20' - 0"
BOTTOM OF METAL
PANEL
4' - 0"
BOTTOM OF T REAR
-2"
4 BACK ELEVATION
A102 1/8" = 1'-0"
A
1
A103
GUTTER, DOWNSPOUT
AND SPLASH BLOCK TYP.
11 7/8"
4' - 0" MIN.
CONTINUOUS RIDGE VENT PER BLDG. MFG.
12
3
FABRIC DOOR W/
MANUAL OVHD. COIL
52' - 0" CENTER OF PRECAST T (AS DETERMINED BY PRECAST SUPPLIER)
PRECAST T
WALL TYP.
6 BLDG. SECT. LOOKING AT FRONT
A102 1/8" = 1'-0"
G
GUTTER, DOWNSPOUT
AND SPLASH BLOCK TYP.
1' - 0"
TRUSS BEARING
20' - 0"
4' - 0" MIN.
BOTTOM OF METAL
PANEL
4' - 0"
TOP OF SLAB, FRONT
0"
BOTTOM OF T FRONT
-8"
12
CONTINUOUS RIDGE VENT PER BLDG. MFG.
METAL ROOF PANELS PER BLDG. MFG. TYP.
GUTTER, DOWNSPOUT
AND SPLASH BLOCK TYP.
1' - 0"
TOP OF SLAB, FRONT
0"
1' - 0"
TRANSLUCENT WALL PANELS PER BLDG. MFG. TYP.
METAL WALL PANELS PER BLDG. MFG.
DOWNSPOUT AND SPLASHBLOCK TYP.
43' - 0" (AS DETERMINED BY GUTER SUPPLIER)
TRANSLUCENT WALL PANELS PER BLDG. MFG. TYP.
METAL WALL PANELS PER BLDG. MFG.
43' - 0" (AS DETERMINED BY GUTER SUPPLIER)
1
TRUSS BEARING
1' - 0"
20' - 0"
BOTTOM OF METAL
PANEL
4' - 0"
TOP OF SLAB REAR
4"
1' - 0"
1 SIDE ELEVATION, OPPOSITE ELEVATION SIM
A102 1/8" = 1'-0"
12
CONTINUOUS RIDGE VENT PER BLDG. MFG.
TRUSS BEARING
20' - 0"
TRIM OUT OPENING
FOR FABRIC OVHD
DOOR, PER MFG.
1' - 0"
TRUSSES PER BLDG. MFG. TYP.
FABRIC OVHD. DOOR AND TRACK ASSEMBLY
TRANSLUCENT WALL PANEL PER BLDG. MFG. TYP.
4' - 0" MIN.
80' - 0" CENTER OF PRECAST T (AS DETERMINED BY PRECAST SUPPLIER)
TOP OF SLAB, FRONT
0"
BOTTOM OF T FRONT
-8"
3 LONG. BLDG. SECT.
A102 1/8" = 1'-0"
BOTTOM OF PRE-CAST "T" WALL PANEL ELEVATION TO BE DETERMINED BY PANEL
ENGINEER BASED ON REQUIRED INTERIOR SLAB OVERLAP THICKNESS FOR LOAD
RESISTANCE. THIS DIMENSION IS TO BE A MINIMUM OF 3 INCHES PER WALL SECTION.
ELEVATION SHOWN HERE IS BASED ON THE MINIMUM OVERLAP THICKNESS.
1
1
A103
1' - 0"
TRUSS BEARING
20' - 0"
4' - 0" MIN.
BOTTOM OF METAL
PANEL
4' - 0"
TOP OF SLAB REAR
4"
BOTTOM OF T REAR
-2"
G
GUTTER, DOWNSPOUT
AND SPLASH BLOCK TYP.
1' - 0"
CONTINUOUS RIDGE VENT PER BLDG. MFG.
12
3
TRANSLUCENT WALL PANELS PER BLDG. MFG.
A
1 SIM.
A103
GUTTER, DOWNSPOUT
AND SPLASH BLOCK TYP.
TRUSS BEARING
20' - 0"
1' - 0"
4' - 0" MIN.
52' - 0" CENTER OF PRECAST T (AS DETERMINED BY PRECAST SUPPLIER)
PRECAST T WALL
5 BLDG. SECT. LOOKING AT BACK
A102 1/8" = 1'-0"
4' - 0" MIN.
BOTTOM OF METAL
PANEL
4' - 0"
TOP OF SLAB REAR
4"
BOTTOM OF T REAR
-2"
DATE:
09 FEB 24
DRAWN BY:
DESIGN TEAM
APPROVED:
S.T.
SHEET
A102
TOP OF SLAB, FRONT, VERIFY
0' - 0"
BOTTOM OF T, FRONT, VERIFY
-0' - 8"
VERIFY FLOOR SLAB SLOPE
CONCRETE PAVING
SUB-BASE
PRECAST PANEL NOTE:
PRE-CAST PANEL ENGINEER TO DESIGN REQUIRED SLAB THICKNESS AND WIDTH
AT INTERIOR "T" WALL PANEL TOE TO PROVIDE REQUIRED RESISTANCE TO
PROVIDE SALT STORAGE SUPPORT WITHOUT A BERM AT THE EXTERIOR OF THE
PRE-CAST "T" WALL OR PROVIDE EXTERIOR BERM DESIGN. DETAILS AND PLAN
INDICATE AN EXAMPLE OF POTENTIAL CONFIGURATION, DIMENSIONS ARE TO BE
DETERMINED BY PANEL ENGINEER.
SUB-BASE FOR PRECAST CONCRETE "T" WALLS
PROVIDE IDOT FILL MEETING SPECIFICATION 4121, GRADATION 12A, COMPACTED
TO 98% STANDARD DRY PROCTOR DENSITY. AT AREAS BELOW FOOTINGS OF
PRECAST "T" WALLS FOR FULL WIDTH OF FOOTING. DEPTH/THICKNESS OF
MATERIALS IS TO BE DETERMINED BY PRECAST "T" WALL ENGINEER BASED ON
SUPPORTING REQUIRED LOADS OF SALT WITH A SUPPORTING EXTERIOR BERM.
SEE GEOTECHNICAL REPORT FOR SOIL BEARING CAPACITY. IF NO SOIL REPORT
IS PROVIDED BY THE IOWA DOT, ASSUME A MINIMUM THICKNESS OF 8 INCHES.
VERIFY POLE BUILDING POST LOCATION
CLEARANCE WITH SUPPLIERS
PROPOSED PRE-CAST "T" WALL
FOOTING WIDTH AND/OR "T" WALL
EXTENSIONS AT CORNERS. ADJUST SIZE
OF WOOD POST FRAME BUILDING TO
PROVIDE ADEQUATE CLEARANCE OF 4
FEET MINIMUM OR MOST COST
17
ECONOMICALLY EFFECTIVE POLE
BUILDING POST CONFIGURATION
EXISTING PRECAST
T WALL
INTERIOR
0'-0" ORIGIN POINT
4' - 0" MIN.
OPEN SPACE BETWEEN
PRECAST "T" AND BLDG.
STRUCTURE
BLDG. OPENING, TRIM
PER BLDG. MFG.
1' - 3"
FACE OF
BLDG. TO C.L.
6" DIA. GALV. STEEL PIPE
BOLLARD. FILL W/ CONC. SET IN
15" DIA. HOLE 4' - 0" BELOW
GRADE INSTALL PLASTIC COVER
EXTERIOR
REBAR SIZE, LENGTH AND SPACING WHERE THICKENED
SLAB TIES INTO TOE OF PRE-CAST "T" WALL PANEL TO BE
DETERMINED BY PRE-CAST "T" WALL PANEL ENGINEER
SHADED AREA TO HAVE THICKENED SLAB AT INSIDE FACE
OF PRECAST FOOTING TOE OF "T" WALL PANEL. VERIFY
DIMENSIONS REQUIRED WITH PRE-CAST PANEL
STRUCTURAL ENGINEER. SLAB FIELD TO HAVE MINIMUM 6
1/2" CONCRETE SLAB, C3-WR WITH #5 EPOXY COATED REBAR
AT 12" O.C. EACH WAY. SURFACE TO BE TREATED WITH
THREE APPLICATIONS OF "CONCRETE DEFENDER"
COMPACTED EARTH
CONCRETE APPROACH
SUB-BASE
2 DOOR THRESHOLD DETAIL AT BLDG. OPENING
A103 3/4" = 1'-0"
SEE SITE FOR INCLUSION OR EXCLUSION OF PAVING, PAVING
SUB-BASE AND PAVING SUB-GRADE WORK. REBAR AT FACE
OF TOE INCLUDED IN THIS PROJECT
12
3
BRIDGING/BRACING PER BLDG. MFG.
2 X FRAMING BOLTED TO
POST PER MANUFACTURER'S STRUCTURAL DESIGN
BRACE PER BLDG MFG. KEEP BRACING WITH IN
4'-0" OF OUTSIDE WALL
A
METAL ROOF PANELS
PURLIN SIZING & SPACING PER MANUFACTURER REQUIREMENTS
ENGINEERED ROOF TRUSS PER MFG'S STRUCTURAL DESIGN
TRUSS TIES, (HI), TYP. PER MFG'S STRUCTURAL DESIGN
METAL DRIP EDGE
METAL FASCIA
METAL GUTTER
TRUSS BEARING
+20' - 0"
2X SUB-FASCIA W/
METAL FASCIA OVER
METAL SOFFIT (VENTED @
OVERHANG, SOLID @ GABLES)
TRANSLUCENT WALL PANELS SEE
ELEVATIONS, CONT. SEALS TOP & BTM.
CONT. METAL DRIP EDGE
MAX SALT PILE
15' - 0"
INTERIOR
VERIFY POLE BUILDING POST LOCATION
CLEARANCE WITH SUPPLIERS PROPOSED PRE-
CAST "T" WALL FOOTING WIDTH AND/OR "T"
WALL EXTENSIONS AT CORNERS. ADJUST SIZE
OF WOOD POST FRAME BUILDING TO PROVIDE
ADEQUATE CLEARANCE OF 4 FEET MINIMUM
OR MOST COST ECONOMICALLY EFFECTIVE
POLE BUILDING POST CONFIGURATION
8" PAINTED YELLOW SAFETY LINE
(PAVING PAINT)
BRIDGE-CON SURFACE COATING AS
MANUFACTURED BY RHOMAR INDUSTRIES.
APPLY AT 50 SQFT/GAL., APPLY AT ALL
INTERIOR SURFACES, APPLY TO JAMB
OPENINGS AND RETURN TO EXTERIOR OF
PANEL FACES AT JAMBS FOR 4' - 0"
BITUMINOUS CAULK OVER
BITUMINOUS JOINT FOAM AT
INTERIOR OF ALL PRECAST JOINTS
T WALL REINFORCING PER MFG.
4' - 0" MIN.
3" MIN OVERLAP ON THE
FACE OF T-WALL TOE, TO
PROVIDE MIN. 2" COVER
TOP AND BTM. OF REBAR
3' - 0"
THICKENED SLAB DIMENSION BY SUPPLIER
COMPACTED GRANULAR SUB-BASE
COMPACTED EARTH
BOTTOM OF PRE-CAST "T" WALL PANEL
ELEVATION TO BE DETERMINED BY PANEL
ENGINEER BASED ON REQUIRED INTERIOR
SLAB OVERLAP THICKNESS FOR LOAD
RESISTANCE. THIS DIMENSION IS TO BE A
MINIMUM OF 3 INCHES PER WALL SECTION.
ELEVATION SHOWN HERE IS BASED ON THE
MINIMUM OVERLAP THICKNESS.
1 WALL SECTION1
A103 3/4" = 1'-0"
EXTERIOR
LAMINATED POST/COL PER BLDG MFG.
METAL WALL PANELS, PER MFG.
TREATED WOOD GIRTS, PER MFG.
CONT. METAL DRIP EDGE TRIM
TOP OF SLAB, FRONT, VERIFY
0' - 0"
BOTTOM OF T, FRONT, VERIFY
-0' - 8"
FOOTING PER BLDG MFG.
DATE:
09 FEB 24
DRAWN BY:
DESIGN TEAM
APPROVED:
S.T.
SHEET
A103
FABRIC OVERHEAD DOOR
FABRIC: HIGH DENSITY POLYETHYLENE (HDPE) STRUCTURAL MESH.
1.
WARP AND WEFT FILAMENTS: 100 PERCENT ROUND MONO-FILAMENT.
2.
FINISHED WEIGHT: 12.5 OZ/SQ YD .
3.
STRETCH PROPERTIES: DIMENSIONALLY STABLE IN WARP AND WEFT.
4.
FLAME RETARDANCY: COMPLY WITH NFPA 701.
5.
FLAME SPREAD INDEX: 25 OR LESS, WHEN TESTED IN ACCORDANCE WITH ASTM E84, CLASS A.
6.
SEAMS: SUFFICIENT STRENGTH TO DEVELOP 90 PERCENT OF FULL STRENGTH OF FABRIC AT 140 DEGREES F IN DIRECT TENSION
ACROSS SEAM.
A.
ACCEPTABLE SEAMS AND EDGES: OVERLOCK STITCHED INTO A POLYETHYLENE ROPE OF APPROPRIATE STRETCH AND
DURABILITY CHARACTERISTICS OR OTHER APPROVED MATERIAL.
B.
PROHIBITED SEAMS AND EDGES: FRENCH-HEM SEAM AND EDGE DETAILS AROUND A STEEL CABLE ARE UNACCEPTABLE
DUE TO WEAR CHARACTERISTICS.
C.
PREVENT FABRIC FROM COMING INTO CONTACT WITH STEEL SUPPORT MEMBERS OTHER THAN THROUGH POLYETHYLENE
EDGE ROPE OR OTHER CORNER TERMINATIONS; STRETCHED FABRIC OVER STEEL SUPPORT FRAME IS UNACCEPTABLE
DUE TO WEAR CHARACTERISTICS.
7.
EXPECTED SERVICE LIFE: TEN TO TWELVE YEARS.
8.
COLOR: WHITE.
SUPPORTING STEEL MEMBERS: AS SPECIFIED IN SECTION 05 12 00, UNLESS OTHERWISE SPECIFIED IN THIS SECTION; STEEL MEMBERS
ARE HOT-DIPPED GALVANIZED AFTER FABRICATION.
1.
STRUCTURAL STEEL: ASTM A36/A36M.
2.
STRUCTURAL PIPE: ASTM A53/A53M, TYPE E OR S, GRADE B.
3.
STRUCTURAL TUBING: ASTM A500/A500M, GRADE B.
4.
HIGH-STRENGTH BOLTS: ASTM F3125/F3125M.
5.
COMMON BOLTS: ASTM A307.
6.
THREADED ROD: ASTM A36/A36M.
7.
ANCHOR BOLTS, THREADED ROD: ASTM A36/A36M.
8.
BRIDGECON COATING ON STRUCTURAL CONNECTION AT TOP OF PRECAST TEES.
PAINT FOR STRUCTURAL STEEL MEMBERS, TENSIONING NUTS, AND FABRIC PLATES:
1.
FINISH COAT: ALIPHATIC POLYURETHANE; MINIMUM DRY FILM THICKNESS (DFT) OF 10 MILS, 0.010 INCH.
CABLES AND END FITTINGS: PROVIDE STRUCTURAL CABLES OF SAME TYPE HAVING SAME MODULUS OF ELASTICITY.
1.
CABLES: STAINLESS STEEL, TYPE 304 OR 316.
2.
CABLES IN CONTACT WITH FABRIC: PVC SLEEVED.
3.
CABLE LENGTH TOLERANCE: AS INDICATED ON DRAWINGS.
4.
SWAGED AND SPELTERED FITTINGS: DESIGN AND INSTALL TO DEVELOP FULL BREAKING STRENGTH OF CABLE.
5.
THIMBLE END FITTINGS: DESIGN AND INSTALL TO DEVELOP A MINIMUM OF 90 PERCENT OF BREAKING STRENGTH OF CABLE.
6.
SWAGED END FITTINGS, PINS, NUTS, AND WASHERS: STAINLESS STEEL.
7.
TENSIONING NUTS AND FABRIC PLATES: GALVANIZED STEEL, FINISHED WITH TWO COATS OF EPOXY PAINT.
SHACKLES, RIGGING SCREWS, CLAMPS, AND TENSIONING HARDWARE: STAINLESS STEEL ARCHITECTURAL FINISHED MATERIAL ONLY.
OVERHEAD ACCORDION DOOR: ROLL-UP FABRIC DOOR WITH SAME FABRIC AS HOOP COVER. PULLEY CABLE LIFT OF FABRIC DOOR WITH
FOLLOWING SUPPORT ACCESSORIES:
1.
MANUFACTURER'S STANDARD HOT DIPPED GALVANIZED TRACKS AND ANCHOR PLATES.
2.
GALVANIZED STEEL FABRIC SUPPORT BARS
3.
STAINLESS STEEL LIFT CABLES WITH HEAVY DUTY ALUMINUM MANUAL CRANK WINCH AND ALUMINUM PULLEY WHEELS.
OVERHEAD ACCORDION DOOR: ROLL-UP FABRIC DOOR WITH SAME FABRIC AS HOOP COVER. PULLEY CABLE LIFT
OF FABRIC DOOR WITH FOLLOWING SUPPORT ACCESSORIES:
1.
MANUFACTURER'S STANDARD HOT DIPPED GALVANIZED TRACKS AND ANCHOR PLATES.
2.
GALVANIZED STEEL FABRIC SUPPORT BARS
3.
STAINLESS STEEL LIFT CABLES WITH HEAVY DUTY ALUMINUM MANUAL CRANK WINCH AND ALUMINUM PULLEY WHEELS.
EXAMINATION
1.
EXAMINE AREA TO RECEIVE STRUCTURE; NOTIFY ARCHITECT IF AREA IS NOT ACCEPTABLE, AND DO NOT BEGIN INSTALLATION
UNTIL UNACCEPTABLE CONDITIONS HAVE BEEN CORRECTED.
PREPARATION
1.
PREPARE AN ERECTION PLAN FOR ALL STRUCTURAL AND FABRIC INSTALLATION ACTIVITY, INCLUDING A DETAILED
SEQUENCE OF THE WORK.
2.
PREPARE A CLEAR, FLAT, SMOOTH, AND CLEAN LAYOUT AREA ON GROUND OF SUFFICIENT SIZE FOR ASSEMBLY OF FABRIC
PANELS; PREPARE AREA ADJACENT TO LOCATION OF STRUCTURE INSTALLATION.
3.
CHECK CONTACT SURFACES TO REMOVE SHARP OBJECTS, DIRT, GREASE, OIL, AND OTHER CAUSES FOR RIPS, SCRATCHING, OR
OTHER DAMAGE TO FABRIC PANELS DURING INSTALLATION.
4.
USE TEMPORARY GROUND SHEETS WHERE FABRIC PANELS ARE TO BE DRAGGED ACROSS A SURFACE TO PREVENT CHAFFING
OR OTHER DAMAGE TO FABRIC PANEL SURFACE.
INSTALLATION
1.
COMPLY WITH PRE-ESTABLISHED ERECTION PLAN.
2.
DO NOT UNDERTAKE ERECTION OF FABRIC DURING INCLEMENT WEATHER CONDITIONS; INSTALLER HAS SOLE RESPONSIBILITY TO
DETERMINE WHEN CONDITIONS ARE SAFE FOR ERECTION.
3.
INSTALL STRUCTURE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AT LOCATION INDICATED ON DRAWINGS.
4.
STEEL SUPPORT
A.
ERECT SUPPORT STEEL PLUMB, LEVEL, AND SQUARE, TO CORRECT LOCATION AND ELEVATION.
B.
DO NOT PERFORM FIELD WELDING WITHOUT APPROVAL OF ARCHITECT; USE EXPERIENCED WELDERS.
5.
INSTALL STRUCTURE IN NECESSARY SEQUENCE AND WITH SUFFICIENT BRACING TO ENSURE STABILITY THROUGHOUT
INSTALLATION.
6.
ARCHITECT WILL INSPECT INSTALLED, SUPPORT STEEL, CABLES, AND FITTINGS BEFORE INSTALLATION OF FABRIC ONLY TO
ENSURE COMPLIANCE WITH DATA SUBMITTALS.
7.
INSTALL AND TENSION FABRIC IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
A.
USE CARE IN INSTALLATION OF FABRIC TO AVOID DAMAGE TO BASE MATERIAL, COATING, AND SURFACE TREATMENT.
B.
ENSURE SURFACES OF FABRIC ARE SMOOTH, UNIFORM, AND CLEAN, WITH EVEN CURVED EDGES AND INTERFACES, AND
WITH NO CUTS, SCRATCHES, ABRASIONS, STAINS, MARKS, BLEMISHES, OR WELDING IRREGULARITIES.
8.
REPAIR OR REPLACE DEFECTIVE OR DAMAGED MATERIALS, COATINGS, AND FINISHES AS DIRECTED BY ARCHITECT.
ADJUSTING
1.
MAKE FINAL ADJUSTMENTS TO DOOR AS REQUIRED FOR STRUCTURAL INTEGRITY, AND
2.
FREE FROM OBJECTIONABLE WRINKLES WHEN VIEWED FROM THE NORMALLY OCCUPIED SPACE.
CLEANING
1.
CLEAN STRUCTURE IN ACCORDANCE WITH FABRIC MANUFACTURER'S INSTRUCTIONS.
G
CONTINUOUS RIDGE VENT PER BLDG. MFG.
GUTTER, DOWNSPOUT
AND SPLASH BLOCK TYP.
1' - 0"
METAL WALL PANELS PER BLDG. MFG.
TRIM OUT OPENING
FOR FABRIC OVHD
DOOR, PER MFG.
FABRIC DOOR W/
MANUAL OVHD. COIL
12
3
PRECAST T WALL TYP.
1 FABRIC OVHD DOOR
A104 1/8" = 1'-0"
A
GUTTER, DOWNSPOUT
AND SPLASH BLOCK TYP.
1' - 0"
TRUSS BEARING
20' - 0"
BOTTOM OF METAL
PANEL
4' - 0"
TOP OF SLAB, FRONT
0"
DATE:
09 FEB 24
DRAWN BY:
DESIGN TEAM
APPROVED:
S.T.
SHEET
A104
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