SECTION_G_Red_Rock_Approved_Calcs_12.4.24.pdf
PDF 4 MB Posted
- Attached to
- Master Agreement AZ|CTR076073
- Contract number
- CTR076073
- Issued by
- Arizona
About this file
This document is a structural engineering calculation report for a concrete slab design project at Red Rock State Park in Sedona, Arizona. The project is being conducted by Jaramillo Tonneson & Associates, Consulting Structural Engineers, located in Phoenix, Arizona, in collaboration with Valentine Environmental Engineers. The calculations are based on the 2018 International Building Code with County of Sedona Amendments and follow ASCE 7-16 standards for load combinations and structural design.
The report details the design of a concrete slab for restrooms at the amphitheater, with specific dimensions of 36 feet by 30 feet and a 4-inch thickness. The slab is designed to support a total weight of approximately 15,000 pounds, with a specified concrete compressive strength of 3.5 ksi. The design accounts for various load factors, including dead load (self-weight) and a live load of 100 pounds per square foot. Seismic and wind considerations are also incorporated, with an ultimate design wind speed of 115 mph and seismic parameters tailored to the local geological conditions. The calculation report includes detailed structural analysis, reinforcement specifications, and verification of soil pressure and deflection limits, ultimately confirming the slab's structural integrity and compliance with applicable building codes.
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Text version
Project
Red Rock State Park
Job Ref.
2024024
Section
CALCULATION REPORT
Sheet no./rev.
Calc. by
JMB
Contact Phone #
EMAIL:
Valentine Environmental Engineers 15845 South 46th Street, Suite 144 Phoenix, Arizona 85048
2018 International Building Code w/county of Sedona Amendments
Date
SLABS DESIGN FOR RESTROOMS (AMPHITHEATER)
AT :
Red rock state park 4050 Red Rock Loop Rd, Sedona, AZ 86336
6/30/23
AZ FIRM NO. 20430
04/12/2024
4/12/24 jrchico Stamp
202012 Approved PCS
Project
Red Rock State Park
Job Ref.
2024024
Section
Table of Contents Page Numbers
Design Info 1- 2
Concrete Slabs Design 3 - 11
4/10/2024
Project Job Ref.
Section
0242420State ParkRockRed
RESTROOM CONCRETE
SLAB (PAD)
Job Ref.Project
Section
CONCRETE SLAB DESIGN
AMPHITHEATER RESTROOM CONCRETE SLAB - WEIGHT (15000 LBS)
f'c = 3.5 ksi
SPAN = 36 FT
WIDTH = 30 FT
4" CONCRETE SLAB W/ #3 @ 12" O.C. E.W. OVER 4" A.B.C - TYP
LOADS FOR CONCRETE PAD:
- DL = SELFWEIGHT
- LL = 100 PSF
0242420State ParkRockRed
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