Jefferson MG Site - 7 Bay Cold Storage Drawings_100 CD_04-15-26.pdf
PDF 4 MB Posted
- Solicitation number
- 645-RFP-3022-2027
- Issued by
- Taylor County, Alburnett City, Iowa
About this file
Jefferson MG Site - 7 Bay Cold Storage Drawings Summary
This document is a complete set of architectural and mechanical drawings prepared by the Iowa Department of Transportation's Resources & Acquisitions Bureau and Shive-Hattery engineering firm for a new 4,800 square foot cold storage building with seven manually operated overhead doors located at 610 North Pinet Street, Jefferson, Iowa 50129. The project, designated BG-5J25 (000)--80-37, includes comprehensive design specifications for the structure's foundation, framing, roof systems, wall panels, door assemblies, mechanical systems, and electrical infrastructure. The drawings are dated April 15, 2026, and include detailed architectural elevations and sections, door schedules specifying seven 14-foot by 14-foot overhead doors and two 3-foot by 4-foot passage doors, mechanical plans for ventilation systems including exhaust fans and louvers rated for -20°F operation, and electrical plans with lighting, receptacle, and motor specifications. The building is designed as a post-frame structure with metal roof and wall panels, a concrete slab-on-grade floor sloped toward overhead doors at 1/8" per foot, and perimeter wall guards. All work must comply with 2024 International Building Code standards as adopted by the State of Iowa.
The drawings specify critical site-specific conditions including frost-susceptible soils requiring either low frost-susceptible or non-frost-susceptible fill material placed to a conventional frost depth of four feet, with a minimum 6.5-inch reinforced concrete slab incorporating #4 rebar at 24-inch spacing. Mechanical systems include a Greenheck CUE-180-VG centrifugal exhaust fan rated 4,000 CFM with 0.5-inch static pressure designed for continuous 24/7/365 operation, supplemented by two Greenheck ESD-635 supply louvers each handling 2,000 CFM. Electrical infrastructure features a 120/208-volt, three-phase 100-ampere branch panel with 10,000-amperes symmetrical rating, ground-mounted GFI receptacles at 48 inches above finished floor, and exterior lighting fixtures. Licensed professionals certify the design: Architect Steve A. Trost (License expires June 30, 2027) and Professional Engineers Kevin J. Bruxvoort (License 19927) and John D. Baumhover (License P25737, expires December 31).
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4 5
6GREENE
OSCEOLALYON DICKENSON
CRAWFORD
OBRIEN
CHEROKEE
SIOUX
EMMET
KOSSUTH
WINNEBAGO WORTH MITCHELL HOWARD
CLAY
MONONA
PLYMOUTH
BUENA VISTA POCAHONTAS
PALO ALTO
HUMBOLT WRIGHT FRANKLIN
FLOYD CHICKASAW
WINNESHIEK ALLAMAKEE
FAYETTE CLAYTON
BREMER
BUTLER
BLACK HAWK
CARROL
WOODBURY IDA SAC CALHOUN
HANCOCK CERRO GORDO
GREENE BOONE STORY MARSHALL TAMA
GRUNDYHARDINHAMILTONWEBSTER
POWESHIEKJASPERPOLK SCOTT
CLINTON
JACKSON
DUBUQUEDELAWAREBUCHANAN
JONES
CEDAR
LINN
BENTON
IOWA
JOHNSONHARRISON
POTTAWATTAMIE
MILLS
FREMONT
MADISON
DALLASGUTHRIEAUDUBON
SHELBY
CASS
ADAIR
UNIONADAMSMONTGOMERY
PAGE TAYLOR RINGGOLD
WAREN MARION
LUCASCLARKE
DECATUR WAYNE
LEE
DES MOINES
LOUISA
MUSCATINE
WASHINGTONKEOKUKMAHASKA
HENRYJEFFERSONWAPELLOMONROE
APPANOOSE DAVIS VAN BUREN
IOWA COUNTY AND DISTRICT KEY
REGIONAL PLAN
SITE LOCATION
PROJECT:
Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010
/1
5/
:1 6:
P
M
BG-5J25 (000)--80-37
610 N Pinet St, Jefferson, IA 50129
ARCHITECTURAL
NO. SHEET NAME:
A001 COVER
A101 PLAN & NOTES
A102 BUILDING ELEVATIONS AND SECTIONS
A103 DETAILS, DOOR SCHEDULE
A104 DETAILS, WALL SECTION
MECHANICAL
NO. SHEET NAME
M102 COLD STORAGE MECHANICAL PLAN - ALTERNATE #1
ARCHITECTURE
SIGNATURE
I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL SUBMISSION
DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY LICENSED ARCHITECT
UNDER THE LAWS OF THE STATE OF IOWA.
DATE
MY LICENSE RENEWAL DATE IS:
LICENCE NUMBER:
PRINTED OR TYPED NAME: STEVE A. TROST
A-SHEETSPAGES OR SHEETS COVERED BY THIS SEAL:
JUNE 30, 2027
MECHANICAL
ELECTRICAL
SIGNATURE
I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL SUBMISSION
DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.
DATE
PAGES OR SHEETS COVERED BY THIS SEAL:
LICENCE NUMBER:
PRINTED OR TYPED NAME:
SIGNATURE
I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL SUBMISSION
DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.
DATE
PAGES OR SHEETS COVERED BY THIS SEAL:
LICENCE NUMBER:
PRINTED OR TYPED NAME:
MY LICENSE RENEWAL DATE IS DECEMBER 31:
MY LICENSE RENEWAL DATE IS DECEMBER 31:
KEVIN J. BRUXVOORT
19927
ODD
E-SHEETS
JOHN D. BAUMHOVER
P25737
EVEN
M-SHEETS, P SHEETS
ELECTRICAL
NO. SHEET NAME
E400 COLD STORAGE BUILDING
FOR REFERENCE ONLY
SHOWN AS AN EXAMPLE OF THE TYPE AND SCOPE
OF CONSTRUCTION ANTICIPATED IN ALTON, IA
1/4" WIDE X T/4 DEEP
GROOVE W/ SEALANT AT
EXPOSED FLOOR
T
#4 24" AT 30" O.C. SMOOTH
DOWELS, GREASE ONE END
CONSTRUCTION JOINT SAW JOINTTYP. PERIMETER
T T
T /4
SAWCUT OR TOOLED JOINT
JOINT FILLER AT EXPOSED
FLOOR1/2" EXPANSION JOINT MTL.
COVERED W/ CAULK, TYP.
FACE OF WALL OR COL.
1/4" AT EXPOSED FLOOR
1/8" ELSWHERE
STANDARD SLAB ON GRADE JOINTS
A102
A102
A102
EE
CC
A102
A102
DD
A102
A102
CS101-1
CS101-2 CS101-3 CS101-4
CS101-9
7 BAY COLD
STORAGE
O
V E
R A
LL
B
LD
G
A
S D
E T
E R
M
IN
E D
B Y
B U
IL
D
IN
G
S U
P P
LI
E
R
8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0"
5' - 0" 5' - 0" 14' - 0" 2' - 0" 14' - 0" 2' - 0" 14' - 0" 2' - 0" 14' - 0" 2' - 0" 14' - 0" 2' - 0" 14' - 0" 2' - 0" 14' - 0" 5' - 0"
O
V E
R A
LL
B
LD
G
A
S D
E T
E R
M
IN
E D
B Y
B U
IL
D
IN
G
S U
P P
LI
E
R
C .J
C .J
C .J
C .J
C.J.
12' - 0"
C.J.
12' - 0"
C.J.
12' - 0"
C.J.
12' - 0"
C.J.
12' - 0"
C.J.
12' - 0"
C.J.
12' - 0"
C.J.
12' - 0"
C.J.
12' - 0"
C.J.
12' - 0"
F .E
F .E
CS101-5
1' - 0" 35' - 0" 32' - 0" 32' - 0" 19' - 0" 1' - 0"
1' - 0" 39' - 0" 40' - 0" 39' - 0" 1' - 0"
130' - 0" CONCRETE APPROACH
5' - 0"
CS101-6
SLOPE 1/4"/FT. MIN. AT APPROACH
CONCRETE
FROST STOOP
CONCRETE
FROST STOOP
SEALANT OVER 1/2"
FOAM EXPANSION
JOINT MATERIAL
#4 REBAR AT 24" O.C. EACH WAY
AT 6 INCH CONCRETE SLAB.
S L
O P
E F
L O
O R
S L
A B
T O
W A
R D
S
O V
H D
D O
O R
S A
T
/8
F
T
A104
BB
SEALANT OVER 1/2"
FOAM EXPANSION
JOINT MATERIAL
A103
A103
A103
DOWNSPOUT & SPLASH BLOCK NOTE:
DOWNSPOUT ELBOW AND 24" LEADER W/ 36' X 12' X 3"
CONCRETE SPLASH BLOCK AT EACH LOCATION TYP.
CS101-7
C .J
120' - 0" (OVERALL BLDG. AS DETERMINED BY BLDG. MFG.)
AA
5' - 0"
120' - 0" OVERALL BLDG. (AS DETERMINED BY BUILDING SUPPLIER)
CS101-8
C.J.
C .J
C.J.
A103
8" MIN COMPACTED GRANULAR FILL,
TYPICAL ON ALL PROJECTS
COMPACTED IN SITU EARTH,
TYPICAL ON ALL PROJECTS
M
IN
/2
M
IN
M
IN
USE (NFS) FILL FOR THIS SITE
SITE SPECIFIC SOILS INFO:
THE SOILS ON THIS SITE ARE FROST SUSCEPTIBLE. SMALL AMOUNTS OF WATER CAN
AFFECT THE PERFORMANCE OF SLAB ON-GRADE CONSTRUCTION, AS SUCH SLABS IN
NON-HEATED STRUCTURES SHOULD BE ANTICIPATED TO HEAVE DURING WINTER
MONTHS. THE USE OF EITHER LOW FROST SUSCEPTIBLE (LFS) FILL MATERIAL OR NON-
FROST SUSCEPTIBLE (NFS) FILL PLACED TO CONVENTIONAL FROST DEPTH OF 4 FEET
IS RECOMMEND.
(NFS) MATERIAL: SHOULD CONSIST OF A WELL-GRADED, CLEAN GRANULAR
MATERIAL WITH LESS THAN 3% PASSING THE NO. 200 SIEVE.
(NFS) LOW-FROST SUSCEPTIBLE MATERIAL: SHOULD CONSIST OF A WELL-
GRADED, CLEAN GRANULAR MATERIAL WITH LESS THAN 6% PASSING THE NO.
200 SIEVE
CONCRETE SLAB
SHEET
DATE:
x
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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010
(515) 239-1299
COUNTY: DISTRICT:
PROJECT NUMBER:
/1
5/
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P
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S t, Je ffe rs on
, I A
15 APR 26
A101
BG-5J25 (000)--80-37
GREENE 1
1. NO MANUFACTURER OR CONTRACTOR LABEL ARE TO BE AFFIXED
ANYWHERE ON THE BUILDING
2. PROVIDE 1/2" FOAM EXPANSION JOINT MATERIAL WITH REMOVABLE CAP
FOR SEALANT AT VERTICAL SLAB EDGES WHERE SLAB EDGES ABUTS A
CONSTRUCTION JOINT IN THE SLAB AT APPROACHES AND STOOPS AND
WHERE SLABS ABUT DISSIMILAR CONSTRUCTION. CAP TOP PORTION OF
JOINT WITH SEALANT.
3. SAW CUT SLAB JOINTS PER SLAB PLAN, COORDINATE SAWCUT
LOCATIONS WITH WOOD POST FRAME LOCATIONS. VERIFY. SEAL JOINTS
FLUSH WITH SURFACE OF CONCRETE.
4. FLOOR SLABS IN COLD STORAGE TO SLOPE TOWARDS OVERHEAD
DOORS.
5. COORDINATE LOCATION OF DRAIN TILE TO AVOID CONFLICT WITH OTHER
PLANNED PLUMBING, ELECTRICAL, GAS, ETC. PROVIDE SLEEVES,
CONNECTIONS AND ALL FITTINGS.
6. 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 OR GREATER
TO PROVIDE THE MOST COST EFFECTIVE STRUCTURAL CONFIGURATION
7. ALL UTILITY TRENCHES PENETRATING BENEATH THE BUILDING SHOULD
BE SEALED TO RESTRICT WATER INTRUSION AND FLOW THROUGH THE
TRENCHES WITH AN EFFECTIVE TRENCH PLUG THAT EXTENDS AT LEAST 5
FEET FROM THE FACE OF THE BUILDING EXTERIOR. PLUG MATERIAL
SHOULD CONSIST OF CEMENTITIOUS FLOWABLE FILL OR LOW
PERMEABILITY CLAY. THE TRENCH PLUG MATERIAL SHOULD BE PLACED
TO SURROUND THE UTILITY LINE. THE CLAY TRENCH PLUG MATERIAL
SHOULD BE PLACED AND COMPACTED TO COMPLY WITH THE WATER
CONTENT AND COMPACTION RECOMMENDATIONS FOR STRUCTURAL FILL
PER GEOTECHNICAL REPORT.
8. F.E., FIRE EXTINGUISHER BY OWNER, INSTALLED BY CONTRACTOR
GENERAL NOTES:
1/8" = 1'-0"A101
2 FLOOR PLAN
N O
D
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E
B Y
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C R
IP
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N
PROJECT DESCRIPTION
PROJECT CONSISTS OF A NEW 4800 SQFT. COLD STORAGE BUILDING W/ 7 MANUALLY
OPERATED OVERHEAD DOORS.
ARCHITECT:
RESOURCES AND ACQUISITIONS BUREAU, ARCHITECTURAL SERVICES
IOWA DEPARTMENT OF TRANSPORTATION
800 LINCOLN WAY, AMES, IA, 50010
ENGINEER:
SHIVE HATTERY (CIVIL, MECH, AND ELEC)
4125 WESTOWN PKWY #100, WEST DES MOINES, IA 50266
SUBMISSION FOR PERMITTING
1. THE BUILDING PLANS AND SPECIFICATIONS ARE SUBMITTED BY THE
ARCHITECT/ENGINEER TO THE STATE OF IOWA BUILDING CODE BUREAU ONLY FOR
DESIGN REVIEW.
2. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING BUILDING
PERMITS/INSPECTIONS WITH THE STATE OF IOWA FOR ALL WORK.
3. THE FACILITY IS A STATE OWNED AND STATE FUNDED PROJECT. AS SUCH, THE STATE
OF IOWA, DEPARTMENT OF INSPECTIONS, APPEALS AND LICENSING IS THE AUTHORITY
HAVING JURISDICTION OVER THE PROJECT FOR CODE COMPLIANCE, PERMITTING AND
INSPECTIONS. NO OTHER GOVERNMENTAL ENTITY IS THE AUTHORITY HAVING
JURISDICTION.
REFERENCE CODES, GUIDELINES AND ACTS
THE FOLLOWING CODES AND GUIDELINES, AS ADOPTED AND AMENDED BY THE STATE OF
IOWA AND THE IOWA DEPARTMENT OF INSPECTIONS, APPEALS AND LICENSING ARE
APPLICABLE TO THIS PROJECT:
IOWA CODE: CHAPTER 103A - STATE BUILDING CODE
2024 INTERNATIONAL BUILDING CODE -
AS ADOPTED BY IOWA ADMINISTRATIVE RULE CHAPTERS 481-280 AND 481-301
2024 INTERNATIONAL FIRE CODE -
AS ADOPTED BY IOWA ADMINISTRATIVE RULE CHAPTERS 481-280
2012 INTERNATIONAL ENERGY CONSERVATION CODE -
AS ADOPTED BY IOWA ADMINISTRATIVE RULE CHAPTERS 481-301
2012 NFPA 101 LIFE SAFETY CODE -
AS ADOPTED BY IOWA ADMINISTRATIVE RULE CHAPTERS 481-280
2010 AMERICANS WITH DISABILITIES ACT -
AS ADOPTED BY IOWA ADMINISTRATIVE RULE CHAPTERS 481-301
2024 INTERNATIONAL MECHANICAL CODE -
AS ADOPTED BY IOWA DEPARTMENT OF PUBLIC HEALTH IOWA ADMIN RULE 481-426
2024 UNIFORM PLUMBING CODE -
AS ADOPTED BY IOWA DEPARTMENT OF PUBLIC HEALTH IOWA ADMIN RULE 481-425
2023 NATIONAL ELECTRIC CODE -
AS ADOPTED BY THE STATE ELECTRICAL LICENSING BOARD IOWA ADMIN RULE
481-404
STATE OF IOWA HAS ADOPTED THE CODES LISTED. IT IS RECOMMENDED THAT APPLICANTS
REVIEW THE IOWA ADMINISTRATIVE CODE FOR ANY MODIFICATIONS OR AMENDMENTS. THE
ADMINISTRATIVE CODE CAN BE VIEWED AT:
WWW.LEGIS.IOWA.GOV
HTTPS://DIAL.IOWA.GOV/LICENSES/BUILDING/PLAN-REVIEW
GEOTECHNICAL BASIS OF DESIGN
1. SEE TERRACON GEOTECHNICAL REPORT AB245049-01 DATED OCTOBER 14, 2024 FOR SITE ANALYSIS, SOIL BEARING PRESSURES AND RECOMMENDATIONS.
2. FOR SLOPED SLABS INSIDE THE BUILDINGS PROVIDE A COMPACTED GRANULAR BASE ABOVE THE ENGINEERED FILL TO PRODUCE THE REQUIRED SLOPE.
3. INSTALL A MINIMUM OF 6 1/2" REINFORCED CONCRETE SLABS IN THE BUILDINGS. ENSURE THE CONCRETE SLABS OVERLAP THE FOOT OF THE PRECAST
CONCRETE TEES BY A MINIMUM OF 3" AS SHOWN ON THE DRAWINGS.
4. REFERENCE CIVIL ENGINEERING DRAWINGS FOR FINISH FLOOR ELEVATIONS.
STANDARD BASIS OF DESIGN
TOP OF SLAB
0"
TRUSS BEARING
16' - 0"
METAL ROOF PANELS PER BLD MFG.
1' - 0"1' - 0"
CONTINIOUS RIDGE VENT PER BLDG. MFG.
TRANSLUCENT WALL PANELS PER BLD MFG.
METAL WALL PANELS PER BLD MFG.
DOWNSPOUT AND
SPLASH BLOCK TYP.
GUTTER TYP.
39' - 0"40' - 0"39' - 0"1' - 0"
TOP OF SLAB
0"
TRUSS BEARING
16' - 0"
CS101-9
E
1' - 0"
FROST STOOP
1' - 0"
METAL ROOF PANELS
PER BLD MFG.
CONTINIOUS RIDGE VENT PER BLDG. MFG.
A
SEE ELEC.
EF9
MECHANICAL NOTE:
VERIFY LOCATION OF EF9
W/ MECHANICAL
TOP OF SLAB
0"
TRUSS BEARING
16' - 0"
1' - 0"
5' - 0"14' - 0"2' - 0"14' - 0"2' - 0"14' - 0"2' - 0"14' - 0"2' - 0"14' - 0"2' - 0"14' - 0"2' - 0"14' - 0"5' - 0"
1' - 1" 35' - 0" 32' - 0" 32' - 0" 19' - 0" 1' - 0"
CS101-2 CS101-3 CS101-4 CS101-5 CS101-6
METAL ROOF PANELS PER BLD MFG.
CONTINIOUS RIDGE VENT PER BLDG. MFG.
BOLLARD(S) TYP.
DOWNSPOUT TYP.
METAL WALL PANELS
PER BLD MFG.
GUTTER TYP.
CS101-7
CS101-8
SEE ELEC. TYP.
TOP OF SLAB
0"
TRUSS BEARING
16' - 0"
E
7 BAY COLD
STORAGE
1' - 0"1' - 0"
TRUSS PER BLDG MFG.
CS101-1
WALL GUARDS (3) 2 X 8
TYP. AT PERIMETER
EXCEPT FOR OVHD.
DOOR WALL, SEE 1/A105
SEE ELEC.
F.E.
OVHD. DOORS
CONTINIOUS RIDGE
VENT PER BLDG. MFG.
A
SEE ELEC.
L9 L10 L8
MECHANICAL NOTE:
VERIFY LOCATION OF L8,
L9, L10, LOUVERS W/
MECHANICAL
TOP OF SLAB
0"
TRUSS BEARING
16' - 0"
1' - 0"
TRANSLUSCENT WALL PANELS PER BLDG MFG. TYP.
TRUSSES PER BLDG. MFG. TYP
WALL GUARDS (3) 2 X 8 TYP. AT PERIMETER
EXCEPT FOR OVHD. DOOR WALL.
1' - 0"
ELEC. OUTLET, TYP.
SEE EA_101
SHEET
DATE:
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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010
(515) 239-1299
COUNTY: DISTRICT:
PROJECT NUMBER:
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15 APR 26
A102
BG-5J25 (000)--80-37
GREENE 1
1/8" = 1'-0"A102
2 EAST ELEVATION
1/8" = 1'-0"A102
5 SIDE ELEVATION, OPP. SIM.
1/8" = 1'-0"A102
1 FRON ELEVATION
1/8" = 1'-0"A102
4 BLDG. CROSS SECT. OPP. SIM
1/8" = 1'-0"A102
3 LONG. BLDG SECT. LOOKING AT BACK
N O
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TYPE OH1TYPE D1TYPE F1
A103
A103
A103
A104
A103
3' - 0"
2" 3' - 0" 2"
14' - 0"
A104
METAL WALL PANEL
J TRIM PER BLDG. MFG.
DOOR HEAD CONST. PER BLDG. MFG.
INSULATED H.M. DOOR AND FRAME
2 X 6 GIRTS PER BLDG MFG.
INTERIOR EXTERIOR
POST/COL PER BLDG. MFG.
CONT. SEALANT AT PERIMETER OF
H.M. FRAME OVER BACKER ROD
(2) 2 X TREATED WOOD
FRAMING PER BLDG MFG.
H.M. DOOR PER
BLDG. MFG.
INTERIOR
EXTERIOR
JAMB FLASHING PER BLDG. MFG.
CONT. SEALANT AT PERIMETER OF
H.M. FRAME OVER BACKER ROD
2X GIRTS PER BLDG. MFG.
C TRIM PER BLDG. MFG.
METAL WALL PANEL
PER BLDG. MFG.
INTERIOR
EXTERIOR
(2) 2X BLOCKING PER BLDG. MFG. TYP POST/COL. PER
BLDG. MFG. TYP.
METAL JAMB TRIM PER BLDG. MFG. TYP.
METAL WALL PANEL PER
BLDG. MFG. TYP.
OVHD DOOR PER DOOR MFG. TYP.
2X GIRTS PER
BLDG. MFG. TYP.
F A
C E
O F
B L
D G
T
B
L
LA
R D
C T
R
2' - 0"
(2) 2X BLOCKING PER BLDG. MFG. TYP.
DOWNSPOUT, SEE PLAN
GROUTED 6" ⌀ STEEL
PIPE BOLLARD, TYP.
CONCRETE FLOOR SLAB
ISOLATION JOINT W/
SEALANT OVER, TYP.
ALUMINUM THRESHOLD
HOLLOW METAL
DOOR PER BLDG.
MFG.
EXTERIOR INTERIOR
CONCRETE STOOP
DOOR JAMB
METAL WALL PANEL
PER BLDG. MFG.
METAL WALL PANEL PER BLDG. MFG.
TRANSLUCENT WALL PANELS, SEAL
CONT. TOP AND BOTTOM OF PANEL
CONT. METAL DRIP EDGE
PANEL FASTENER W/ SEAL,
MATCH METAL PANEL COLOR, TYP
2 X GIRT TYP. PER BLDG MFG.
INTERIOR EXTERIOR
TREATED WOOD COL/POST
PER BLDG. MFG.
BRACE PER BLDG MFG.
WEATHER SEAL PER BLDG. MFG. TYP.
M
IN
INTERIOR EXTERIOR
COMPACTED SUB-GRADE
COMPACTED
GRANULAR SUB-BASE
6" CONCRETE FLOOR SLAB, #4
REBAR AT 24" O.C. EA. WAY
CONTINUOUS TREATED
WOOD SPLASHBOARD
PER BLDG. MFG.
SLOPE GRADE AWAY
FROM BLDG, TYP.
0' - 0"
TOP OF SLAB
DOWNSPOUT
1/2" EXP. JOINT
MATERIAL W/ SEALANT
BOLLARD
APPROACH
FROST STOOP
EF
10' - 0"
3' - 8" 4' - 8"
A105 F.E.
1' - 3"
101-1
C.J.
5' - 0" 3' - 4" C.J.
DOOR & FRAME SCHEDULE
NO
OPENING DOOR FRAME
DESCRIPTION / NOTEW H TYPE MATL. FINISH THK TYPE W H MATL. FINISH
CS101-1 3' - 0" 4' - 0" D1 HM MFG. FIN 1 3/4" F1 3 '- 4" 7' - 2" HM MFG. FIN SEE SPEC CS101-2 14' - 0" 14' - 0" OH1 STL MFG. FIN 1 1/2" N/A N/A N/A N/A MFG. FIN SEE SPEC CS101-3 14' - 0" 14' - 0" OH1 STL MFG. FIN 1 1/2" N/A N/A N/A N/A MFG. FIN SEE SPEC CS101-4 14' - 0" 14' - 0" OH1 STL MFG. FIN 1 1/2" N/A N/A N/A N/A MFG. FIN SEE SPEC CS101-5 14' - 0" 14' - 0" OH1 STL MFG. FIN 1 1/2" N/A N/A N/A N/A MFG. FIN SEE SPEC CS101-6 14' - 0" 14' - 0" OH1 STL MFG. FIN 1 1/2" N/A N/A N/A N/A MFG. FIN SEE SPEC CS101-7 14' - 0" 14' - 0" OH1 STL MFG. FIN 1 1/2" N/A N/A N/A N/A MFG. FIN SEE SPEC CS101-8 14' - 0" 14' - 0" OH1 STL MFG. FIN 1 1/2" N/A N/A N/A N/A MFG. FIN SEE SPEC CS101-9 3' - 0" 4' - 0" D1 HM MFG. FIN 1 3/4" F1 3 '- 4" 7' - 2" HM MFG. FIN SEE SPEC
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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010
(515) 239-1299
COUNTY: DISTRICT:
PROJECT NUMBER:
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15 APR 26
A103
BG-5J25 (000)--80-37
GREENE 1
1 1/2" = 1'-0"A103
4 DOOR HEAD DETAIL
1 1/2" = 1'-0"A103
2 DOOR JAMB DETAIL
1 1/2" = 1'-0"A103
1 OVERHEAD DOOR JAMB DETAIL BETWEEN OVHD DOORS_
1/4" = 1'-0"A103
7 ENLARGED FROST STOOP PLAN TYP.
1 1/2" = 1'-0"A103
3 PASSAGE DOOR THRESHOLD DETAIL
3" = 1'-0"A103
5 WALL PANEL INTERSECTION1
3/4" = 1'-0"A103
6 SLAB AT PERIMETER
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6" CONCRETE FLOOR SLAB, #4
REBAR AT 24" O.C. EA. WAY
M
IN
M
IN
8" 8"
0"
EXTERIOR INTERIOR
SLOPE STOOP 1/4"/FT.
SLOPE GRADE AWAY FROM BLDG.
PER CIVIL.
5' - 0" U.N.O.
COMPACTED GRANULAR SUB-BASE 8" MIN
COMPACTED IN SITU EARTH
VOID FORM
CONCRETE STOOP, PER STRUCTURAL
PASSAGE DOOR AND FRAME
1/2" EXP. JOINT MATERIAL W/ SEALANT
3" RIGID INSULATION
R-10 MIN. TYP.
REINFORCE PER
STRUCTURAL
0' - 0"
TOP OF SLAB
-4' - 0"
BOTTOM OF FOOTING
COMPACTED SUB-GRADE, 18" MIN.
M
IN
M
IN
SEE GEOTECHNICAL BASIS OF DESIGN
NOTE #6 FOR UNDER FOOTING CONDITIONS
O.H. 1' - 0 "
CONT. METAL DRIP
EDGE TRIM
CONT. TREATED WOOD
SPLASHBOARD PER BLDG. MFG.
CONCRETE FLOOR SLAB
TREATED WOOD POST/COL PER BLDG. MFG.
TREATED WOOD GIRTS, 2' - 6"
O.C. MAX, PER BLDG. MFG.
METAL WALL PANELS,
PER BLDG. MFG.
METAL SOFFIT (VENTED @
OVERHANG, SOLID @ GABLES)
2X SUB-FASCIA W/ METAL
FASCIA OVER
2 X FRAMING BOLTED TO
POST PER BLDG MFG.
KNEE BRACE AND CONNECTION
PER BLDG. MFG.
METAL GUTTER
METAL FASCIA
METAL DRIP EDGE
TRUSS TIES, (HI), TYP. PER BLDG. MFG.
ENGINEERED ROOF TRUSS PER BLDG. MFG.
PURLIN SIZING & SPACING PER BLDG MFG.
METAL ROOF PANELS
BRIDGING/BRACING
PER BLDG. MFG.
SLOPE FINISH GRADE
AWAY FROM BLDG, TYP.
TRANSLUCENT WALL PANELS @
BACK WALL ONLY (WITH CONT.
SEALS TOP & BTM.)
SLOPE FLOOR SLAB TO
OVHD DOORS 1/8" / FT
COMPACTED GRANULAR SUB-BASE, 8" MIN.
0"
0"
16' - 0"
EXTERIORINTERIOR
TRUSS BEARING
(3) 2 X 8 WOOD WALL GUARDS TYP. AT
PERIMETER EXCEPT FOR OVHD. DOOR WALL
/2
/2
CONT. METAL DRIP EDGE
FOOTING PER BLDG MFG.
COMPACTED IN SITU EARTH
0' - 0"
TOP OF SLAB
#4 REBAR @24" O.C. EA. WAY
1/2" EXPANSION MATERIAL W/
SEALANT AROUND POST TYP.
A103
A
M
IN
M
IN
COMPACTED GRANULAR SUB-GRADE, 18" MIN.
M
IN
FINISH GRADE.
COMPACTED IN SITU EARTH
COMPACTED GRANULAR
SUB-GRADE, 18" MIN
SEE GEOTECHNICAL BASIS OF DESIGN
NOTE #6 FOR UNDER FOOTING CONDITIONS
EXTERIOR
COMPACTED SUB-GRADE, 18" MIN.
COMPACTED GRANULAR SUB-BASE, 8" MIN.
6" CONCRETE FLOOR SLAB, #4
REBAR AT 24" O.C. EA. WAY
COMPACTED SUB-GRADE, 18" MIN.
COMPACTED GRANULAR
SUB-BASE, 8" MIN.
6" DIA. GALV. STEEL PIPE BOLLARD. FILL
W/ CONC. SET IN 15" DIA. HOLE 4' - 0"
BELOW GRADE PRIME AND PAINT W/ 2
COATS OF ALKYD ENAMEL
CONCRETE APPROACH, SEE CIVIL
OVHD. DOOR TRACK
M
IN
F
TOP OF SLAB
0' - 0"
1' - 0"1' - 0"
OVHD. DOOR
INTERIOR
JAMB TRIM AT OPENING PER BLDG. MFG
METAL WALL PANEL PER BLDG. MFG
0"
" M
IN
" 1 0"
THICKENED EDGE SLAB ONLY
AT OVERHEAD DOOR SIDE.
TAPERD EDGE AWAY FROM DOOR
/2
M
IN
COMPACTED IN SITU EARTHCOMPACTED IN SITU EARTH
OVHD. DOOR SPRING
OVHD. DOOR TRACK
OVHD. DOOR TRACK
SUPPORT PER DOOR MFG.
OVHD. DOOR HEADER ASSEMBLY
PER BLDG. MFG.
OVHD. DOOR
EXTERIOR
2X BLOCKING AS NEEDED
PER DOOR MFG.
SEE 1/A105 FOR ROOF ASSEMBLY DETAILS
METAL PANEL PER BLDG. MFG.
METAL TRIM AT DOOR HEAD AND JAMBS
INTERIOR
WEATHER STRIPPING WITH CONT.
SEALANT AROUND DOOR PERIMETER
TRUSS BEARING
16' - 0"
OVHD. DOOR HEAD
14' - 0"
F
TRUSS BOTTOM CHORD
1' - 0"
8" MIN COMPACTED GRANULAR FILL,
TYPICAL ON ALL PROJECTS
COMPACTED IN SITU EARTH,
TYPICAL ON ALL PROJECTS
M
IN
/2
M
IN
M
IN
USE (NFS) FILL FOR THIS SITE
SITE SPECIFIC SOILS INFO:
THE SOILS ON THIS SITE ARE FROST SUSCEPTIBLE. SMALL AMOUNTS OF WATER CAN
AFFECT THE PERFORMANCE OF SLAB ON-GRADE CONSTRUCTION, AS SUCH SLABS IN
NON-HEATED STRUCTURES SHOULD BE ANTICIPATED TO HEAVE DURING WINTER
MONTHS. THE USE OF EITHER LOW FROST SUSCEPTIBLE (LFS) FILL MATERIAL OR NON-
FROST SUSCEPTIBLE (NFS) FILL PLACED TO CONVENTIONAL FROST DEPTH OF 4 FEET
IS RECOMMEND.
(NFS) MATERIAL: SHOULD CONSIST OF A WELL-GRADED, CLEAN GRANULAR
MATERIAL WITH LESS THAN 3% PASSING THE NO. 200 SIEVE.
(NFS) LOW-FROST SUSCEPTIBLE MATERIAL: SHOULD CONSIST OF A WELL-
GRADED, CLEAN GRANULAR MATERIAL WITH LESS THAN 6% PASSING THE NO.
200 SIEVE
CONCRETE SLAB
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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010
(515) 239-1299
COUNTY: DISTRICT:
PROJECT NUMBER:
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15 APR 26
A104
BG-5J25 (000)--80-37
GREENE 1
3/4" = 1'-0"A104
4 STOOP DETAIL
3/4" = 1'-0"A104
1 WALL SECTION
3/4" = 1'-0"A104
5 APPROACH AT OVERHEAD DOOR
3/4" = 1'-0"A104
6 OVERHEAD DOOR HEAD SECTION
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M102
L-8
L-9
M102
COVER DUCT WITH 3/4"
HARDWARE CLOTH
EF-9
M09
M09
EF-9
COORDINATE TRUSS FRAMING TO
ALLOW FAN TO FIT IN OPENING
EC DBA
COORDINATE LOUVER LOCATION WITH
PEMB MANUFACTURER AND LOCATION
OF STRUCTURAL ELEMENTS.
L-8 L-9
TRUE NORTH
NORTH
PLAN
1/8" = 1'-0"1 COLD STORAGE
12'
TRUE NORTH
NORTH
PLAN
1/8" = 1'-0"3 BUILDING SECTION
12'
TRUE NORTH
NORTH
PLAN
1/8" = 1'-0"2 BUILDING SECTION - FAN
12'
SHEET
DATE:
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COUNTY: DISTRICT:
PROJECT NUMBER:
Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010
(515) 239-1299
Iowa | Illinois | Indiana | Nebraska
4125 Westown Pkwy, Suite 100 | West Des Moines, IA 50266
515.223.8104 | www.shive-hattery.com
SHIVE-HATTERY PROJECT NO:
BG-1A11-(000)-80-11
4/
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15 APR 2026
M102
GREENE 01
2240013090
6. COORDINATE EF-9 LOCATION WITH PEMB MANUFACTURER AND STRUCURAL MEMEBERS.
5. EF-9 SHALL BE RATED FOR -20F OPERATION RUNNING 24/7/365.
4. PROVIDE FACTORY-MOUNTED DISCONNECT SWITCHES ON ALL CENTRIFUGAL FANS.
3. ALL CENTRIFUGAL FANS SHALL HAVE AN EC MOTOR WITH DIAL FOR BALANCING.
2. PROVIDE WITH BIRD SCREEN.
1. COORDINATE DAMPERS WITH SHEET METAL CONTRACTOR...
REMARKS:
FAN SCHEDULE - COLD STORAGE
MARK AREA SERVED SYSTEM SERVED FAN TYPE CFM ESP (IN H20)
NO FLOW ESP
(IN H20)
MOTOR DATA
RPM DRIVE DAMPER TYPE INLET SONES DESIGN BASIS REMARKSBHP HP VOLTS PHASE
EF-9 COLD STORAGE GENERAL EXHAUST CENTRIFUGAL 4000 0.5 1.58 .99 2 208 1 1187 DIRECT MOTORIZED 16.7 GREENHECK CUE-180-VG 2,3,4,5
1. LOUVER TO BE CUSTOM COLOR CHOSEN BY ARCHITECT DURING THE SUBMITTAL PROCESS.
REMARKS:
LOUVER SCHEDULE
MARK AREA SERVED
AIR FLOW
(CFM)
DIMENSIONS
MAX FREE
AREA (%)
FREE AREA
VELOCITY
(FPM)
PRESSURE
DROP (WG) DESIGN BASIS REMARKSH W D
L-8 COLD STORAGE 2000 32" 30" 6" 49 500 0.05 635GREENHECK ESD- 1
L-9 COLD STORAGE 2000 32" 30" 6" 49 500 0.05 GREENHECK ESD-635 1
KEYNOTE LEGEND
KEY NOTE
M09 EXTEND DUCTWORK AS REQUIRED TO INSTALL MOTORIZED
DAMPER AND COVER OPEN END WITH 3/4" HARDWARE CLOTH.
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S1E
X1B EM2
L10
X1B
S1E
S1E
EM2
L10 L10
L10 L10 L10
L10 L10 L10
L10 L10 L10
L10 L10 L10
L10 L10 L10
L10
L10 L10
L10 L10 L10
S1E
S1E
P4-2
P4-1 P4 1
E
CD
B
A
E28
(TYPICAL)
E22
E23
(TYPICAL)
(TYPICAL)
COLD
STORAGE
P4
48"
GFI
101-1
101-2
101-3
101-4
101-5
101-6
101-7
101-8
101-9
GFI
COLD
STORAGE
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFIGFI
EF-9
48"
GFI
48"
GFI
48"
GFI
48"
GFI
48"
GFI
P4-6
P4-6
P4-6
P4-6
P4-6
P4-6
P4-5
P4-7
P4-23,25
E
CD
B
A
E32
1. ALL RECEPTACLES MOUNTED AT 48" AFF SHALL BE GFI.
Notes:
TOTAL EST. DEMAND... 20.4 A
LIGHITNG 1055 125.00% 1319 TOTAL CONN. CURRENT: 17.9 A
RECEPTACLES 2880 100.00% 2880 TOTAL EST. DEMAND: 7344.3 VA
MOTORS 2600 125.00% 3250 TOTAL CONN. LOAD: 6451.1 VA
Load Classification Connected Load (VA) Demand Factor Estimated
Demand (VA) PANEL TOTALS
TOTAL AMPS: 30.7 A 0.0 A 31.3 A
TOTAL LOAD: 3191.8 VA 0.0 VA 3265.5 VA
SPARE 1 20 29 0.0 / 0.0 30 20 1 SPARE
SPARE 1 20 27 0.0 / 0.0 28 20 1 SPARE
25 1.3 / 0.0 26 20 1 SPARE
COLD STORAGE - EF-9 2 20
23 1.3 / 0.0 24 20 1 SPARE
21 0.0 / 0.0 22
SPARE 2 20
19 0.0 / 0.0 20
20 2 SPARE
17 0.0 / 0.0 18
SPARE 2 20
15 0.0 / 0.0 16
20 2 SPARE
13 0.0 / 0.0 14
SPARE 2 20
11 0.0 / 0.0 12
20 2 SPARE
SPARE 1 20 9 0.0 / 0.0 10 20 1 SPARE
COLD STORAGE - RECP R 1 20 7 0.9 / 0.0 8 20 1 SPARE
COLD STORAGE - RECP R 1 20 5 0.9 / 1.1 6 20 1 R COLD STORAGE - RECP
SPARE 1 20 3 0.0 / 0.0 4 20 1 SPARE
COLD STORAGE - EXT LTG L 1 20 1 0.2 / 0.9 2 20 1 L COLD STORAGE - LIGHTING
LO
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A B C
C K
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B K
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LO
A
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FED... MDP FEED:
ROOM: COLD STORAGE --- ENCLOSURE: NEMA1
CODE: L=LIGHTING, R=RECEPTACLES, M=MOTORS, K=KITCHEN MOUNTING: SURFACE
P4 120/208 Wye 3 4 100 AMPS 60 10,000 AMPS
SYMMETRICAL
BRANCH PANEL NAME VOLTAGE PHASE WIRE BUS SIZE MAIN OCP AIC RATING
SHEET
DATE:
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COUNTY: DISTRICT:
PROJECT NUMBER:
Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010
(515) 239-1299
Iowa | Illinois | Indiana | Nebraska
4125 Westown Pkwy, Suite 100 | West Des Moines, IA 50266
515.223.8104 | www.shive-hattery.com
SHIVE-HATTERY PROJECT NO:
BG-1A11-(000)-80-11
4/
/2
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15 APR 2026
E400
GREENE 01
2240013090
TRUE NORTH
NORTH
PLAN
1/8" = 1'-0"1 GROUND LEVEL - COLD STORAGE BUILDING LIGHTING PLAN
12' 0
TRUE NORTH
NORTH
PLAN
1/8" = 1'-0"2 GROUND LEVEL - COLD STORAGE BUILDING POWER AND SYSTEMS PLAN
12'
KEYNOTE LEGEND
KEY NOTE
E22 EXTERIOR DOOR LIGHTING FIXTURE S1E TO BE MOUNTED AT 8FT
ABOVE GRADE.
E23 EXTERIOR MECHANICS BAYS AND WASH BAYS GARAGE DOOR
LIGHTING FIXTURE S1 TO BE MOUNTED AT 15FT ABOVE FIRST
FLOOR LEVEL.
E28 LIGHTING FIXTURES L10 SUSPENDED 15’-0” AFF.
E32 FURNISH AND INSTALL (2) GROUND RODS ON EXTERIOR OF THE
BUILDING. CONNECT GROUND RODS TO BRANCH PANEL GROUND
BAR AND BUILDING STEEL.
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File details come from the government source that posted it. Updated .