ARE/CE 1000: VISTA STUDIO 1 HOMEWORK 4 Due Monday, October 16th, 2017
ARE/CE 1000: VISTA STUDIO 1
HOMEWORK 4
Due Monday, October 16th, 2017
This homework is an individual assignment. You are not allowed to receive or give
unauthorized aid on this assignment. The homework assignment is due at the
beginning of the class period on the date specified, in a hard-copy form. No
assignments will be accepted after the due date, except in very exceptional
circumstances.
Clearly note the problem number. When working on computational problems, show all
given inputs, state any assumptions (or write “No Assumptions” if not applicable), show
calculations (or at least one example calculation if you are using spreadsheet tools for
tabular calculation), and show and interpret results, wherever applicable.
Please indicate that you understand these instructions and that you will follow
the rules of the homework assignments by providing your signature below.
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(Include this page as the first page of your homework submission)
CE/ARE 1000 Fall 2017 SUMMARY HOMEWORK
Page 1 of 2
CODE ANALYSIS
Course: CE/ARE 1000 – VISTA 1
Semester: Fall 2017
Issued: October 9, 2017
To complete this assignment students will be asked to perform a code analysis based on the attached floor plan for a
vehicle storage/ parking facility for a county road maintenance department.
PART 1
The facility you will be reviewing is a parking facility for road maintenance equipment. Using this information
students are to refer to the attached documents to complete the information in the bold boxes below.
GOVERNING CODES:
2012 INTERNATIONAL BUILDING CODE
2012 INTERNATIONAL MECHANICAL CODE
2012 INTERNATIONAL PLUMBING CODE
2012 INTERNATIONAL FUEL GAS CODE
2006 INTERNATIONAL ENERGY CONSERVATION CODE
CONSTRUCTION TYPE: II-B (Non-Sprinklered)
OCCUPANCY GROUP (Refer to IBC Chapter 3 attached as Appendix ‘A’):
OCCUPANT LOAD (Refer to IBC Table 1004.1.2 attached as Appendix ‘B’):
ALLOWABLE HEIGHT (Refer to IBC Chapter 5, Table 503 attached as Appendix ‘C’):
NUMBER OF STORIES ALLOWED: (Refer to IBC Chapter 5, Table 503 attached as Appendix ‘C’):
SPRINKLERS: Non-Sprinklered
ALLOWABLE AREA PER FLOOR: (Refer to IBC Chapter 5, Table 503 attached as Appendix ‘C’):
TOTAL ALLOWABLE AREA: (Refer to IBC Chapter 5, Table 503 attached as Appendix ‘C’):
CE/ARE 1000 Fall 2017 SUMMARY HOMEWORK
Page 2 of 2
PART 2 - PLUMBING FIXTURES
Reference IPC Chapter 4, Table 403.1 and Section 419 attached as Appendix ‘D’ to determine the required
number of plumbing fixtures for the facility. Record your calculations in the table below:
USER FIXTURE TYPE
WATER CLOSETS URINALS LAVATORIES DRINKING FOUNTAINS SERVICE SINKS
MEN
WOMEN
GENERAL USE
TOTALS
A5.1
1
A5.1
A5.1
2
4
1 3 5
2' - 6" 20' - 0" 1' - 0" 2' - 6" 20' - 0" 4' - 0" 2' - 0" 3' - 0" 21' - 6" 1' - 0" 20' - 0" 2' - 6"
A
C
5 0
' - 0 "
RESTROOM
105
RESTROOM
104
OFFICE
103
GRADER GARAGE
101
B
2 4
1 ' -
5 "
T Y
P .
1 ' -
1 1
/2 "
T Y
P .
3" TYP.
8 ' - 9
1 /2
" 8
' - 7 "
8 ' - 5
"
8' - 4 11/16" 9' - 1 5/16"
TRUCK GARAGE
102
23' - 6" 26' - 6" 26' - 6" 23' - 6"
100' - 0"
INTERIOR SIDE OF ALL EXTERIOR WALLS TO BE SHEATHED WITH METAL PANELS TO 8'-0" A.F.F, TYP.
2 5
' - 0 "
2 5
' - 0 "
10
22 2
2
2
1
3
4
6
9
101A 101B 101C 102A
105
104
103
A5.13
A5.1
5
A5.1
5 Sim
1
A7.12
A7.1
3
A7.1
3
A7.1
4
A7.1
3
A7.2
1
A6.1
1
A6.1
2
A6.1
2
A6.1
TYP. @ OVERHEAD DOORS
4
1
2
1
3 ' -
0 "
3 ' -
0 "
102B
6
6
3
2
6
SLOPE CONCRETE SLAB TO DRAIN, TYP.
TYP.
COORD. DIM. W/ OWNER EQUIP.
T Y
P .
C O
O R
D .
D IM
. W
/ O
W N
E R
E Q
U IP
.
C L
R .
3 ' -
0 "
TYP.
6
C L
R .
3 ' -
0 "
13
14
13
14
12' - 6" 23' - 6"
10' - 9" 3' - 6" 20' - 3" 3' - 6"
3 ' -
0 "
6 "
3 ' -
0 " 6
"
3 ' -
0 "6 "
4
5
15 TYP.
ALL WALL DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF COLUMN OR TO EXTERIOR FACE OF FOUNDATION UNLESS NOTED OTHERWISE. EXTERIOR DOOR AND WINDOW DIMENSIONS ARE FINISH OPENINGS. CONTRACTOR TO VERIFY ACTUAL ROUGH OPENING OF THE WINDOW UNITS DURING LAYOUT. INTERIOR DOOR AND WINDOW DIMENSIONS ARE TO OUTSIDE FACE OF FRAME.
ALL INTERIOR WALLS ARE TYPE 1, U.N.O.
PROVIDE BLOCKING FOR ATTACHMENTS OF ALL TOILET ACCESSORIES, DOOR HARDWARE, INTERIOR CHAIN LINK FENCING AND OWNER-PROVIDED EQUIPMENT.
F.D. DENOTES FLOOR DRAIN, RE: MECHANICAL
SLOPE FLOOR TO DRAIN IN AREAS TO RECEIVE FLOOR DRAINS. COORDINATE WITH MECHANICAL DRAWINGS FOR ALL FLOOR DRAIN LOCATIONS. FLOOR DRAINS ARE INTENDED TO PREVENT WATER/ ICE MELTING FROM VEHICLES FROM DRAINING AGAINST OH DOORS AND FREEZING THEM SHUT. COORDINATE SIZE OF SLOPED AREA AND RESULTING SLOPE WITH OWNER'S EQUIPMENT.
SEE SHEET A5.1 FOR ALL INTERIOR ELEVATIONS.
SEE SHEET A3.1 FOR PARTITION TYPES.
ALL INTERIOR FINISHES, PLANES, LINES & CORNERS MUST BE STRAIGHT, NEAT, & CLEAN. ANY SAME MATERIALS ABUTTING EACH OTHER MUST ALIGN. EDGES SHALL BE SHARP AND TRUE.
FLOOR PLAN GENERAL NOTES:
8" THICK CONCRETE APRON, RE: CIVIL
6"Ø CONCRETE FILLED STEEL PIPE BOLLARD (TYP. AT EA. SIDE OF NEW OVERHEAD DOOR, 4 PER OVERHEAD DOOR), RE: CIVIL
CONCRETE BASE, RE: STRUCTURAL
PRE-ENGINEERED METAL FRAME
LOUVER, RE: MECHANICAL
FLOOR DRAIN, RE: MECHANICAL
OPEN FACE METAL DOWNSPOUT WITH COLLECTION HEAD AND PRECAST CONCRETE SPLASH BLOCK
SAND/OIL SEPERATOR - CONCRETE FLOOR MUST BE LEVEL AROUND FRAME
AIR COMPRESSOR (N.I.C.)
HOT WATER HEATER, RE: MECHANICAL
EXPANSION TANK, RE: MECHANICAL
CONTINUOUS CHAIN LINK FENCING FROM T.O. WALL OR T.O. DECK TO ROOF STRUCTURE
FIRE EXTINGUISHER LOCATION, (OWNER FURNISHED/ INSTALLED)
FUEL SHUT-OFF SWITCH FOR EXTERIOR FUELING STATION, RE: ELEC.
CONCRETE SPLASH BLOCK
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
KEYNOTES:
PROJECT #:
DATE:
DRAWN BY:
GRADER SHED FLOOR PLAN
A3.1
MDN
C O
U N
T Y
R O
A D
M A
IN T
E N
A N
C E
Q u
a h
o g
, R
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d e I s la
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V E
H IC
L E
S T
O R
A G
E F
A C
IL IT
Y
2011-CO
8/22/17
D E S IG
N
D E V E L O P M
E N T
1/4" = 1'-0"
GRADER SHED - FLOOR PLAN NORTH
No. Revision Description Date
APPENDIX 'A'
APPENDIX 'B'
APPENDIX 'C'
APPENDIX A
Page A-4
APPENDIX 'D'
APPENDIX A
Page A-5
APPENDIX 'D'
- VISTA 1 HW 4 ARE Structural-Mechanical.pdf
- Homework 4_Code Analysis
- Homework 4_Code Analysis_Appendices