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Home My WebLink AboutFINAL SRUCTURAL DRAWINGS - 19-00359 - 871 Stream Dr - The Rock GymCodes and Loads Snow Buildup WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, Shape Surface Description X Location Y Location Magnitude HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN Climbing Wall Roof: A SNOW DRIFT 39.9 ft 0.0 ft 0.0 psf INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. 39.9 ft 12.0 ft 0.0 psf COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. 48.5 ft 12.0 ft 43.0 psf City: Idaho Falls County: Bonneville State: Idaho Country: United States 48.5 ft 0.0 ft 43.0 psf Climbing Wall Roof: A SNOW DRIFT 39.9 ft 0.0 ft 54.2 psf Building Code 39.9 ft 2.2 ft 43.0 psf Building Code: 2015 International Building Code Structural: 10AISC - ASD Rainfall: I: 4.00 inches per hour 48.5 ft 2.2 ft 43.0 psf Building Risk/Occupancy Category: II (Standard Occupancy Structure) Cold Form: 12AISI - ASD f'c: 3000.00 psi Concrete 48.5 ft 0.0 ft 54.2 psf Climbing Wall Roof: A SNOW DRIFT 36.5 ft 0.0 ft 54.2 psf 36.5 ft 10.8 ft 0.0 psf Dead and Collateral Loads Material Dead Weight 39.9 ft 10.8 ft 0.0 psf Collateral Gravity:3.00 psf Roof Covering + Second. Dead Load: Varies 39.9 ft 0.0 ft 54.2 psf Collateral Uplift: 0.00 psf Frame Weight (assumed for seismic):2.50 psf Cross Fit Roof: A Snow Drift (from Wall 1, Shape Climbing Wall) Roof: A 50.0 ft 0.0 ft 57.4 psf 50.0 ft 80.3 ft 57.4 psf Wind Load Snow Load 38.6 ft 80.3 ft 0.0 psf Wind Speed: Vult: 115.00 (Vasd: 89.08) mph Ground Snow Load: pg: 50.00 psf 38.6 ft 0.0 ft 0.0 psf The 'Envelope Procedure' is Used Flat Roof Snow: pf: 35.00 psf Entrance Roof: A Snow Drift (from Wall 2, Shape Climbing Wall) Roof: A 16.5 ft 51.2 ft 72.2 psf Wind Exposure: C - Kz: 1.004 Design Snow (Sloped): ps: 35.00 psf 16.5 ft 50.2 ft 72.2 psf Parts Wind Exposure Factor: 1.004 Rain Surcharge: 0.00 2.1 ft 50.2 ft 0.0 psf Wind Enclosure: Enclosed Specified Minimum Roof Snow: 35.00 psf (USR) 2.1 ft 51.2 ft 0.0 psf Topographic Factor: Kzt: 1.0000 Exposure Factor: 2 Partially Exposed - Ce: 1.00 Entrance Roof: A Snow Drift (from Wall 2, Shape Cross Fit) Roof: A 16.5 ft 50.2 ft 72.2 psf Snow Importance: Is: 1.000 16.5 ft 0.0 ft 72.2 psf NOT Windborne Debris Region Thermal Factor: Heated - Ct: 1.00 2.1 ft 0.0 ft 0.0 psf Base Elevation: 0/0/0 Ground / Roof Conversion: 0.70 2.1 ft 50.2 ft 0.0 psf Primary Zone Strip Width: 2a: 19/3/10 1. The Snow Buildup loading shown is in addition to the flat or sloped roof snow. Parts / Portions Zone Strip Width: a: 9/7/13 2. The X and Y Location dimensions are from the point of origin of each surface. Basic Wind Pressure: q: 28.90 psf Roof Live Load Roof Live Load: 20.00 psf Reducible Seismic Load Lateral Force Resisting Systems using Equivalent Force Procedure Mapped MCE Acceleration: Ss: 52.40 %g Mapped MCE Acceleration: S1: 16.70 %g Site Class: Stiff soil (D) Seismic Importance: Ie: 1.000 Design Acceleration Parameter: Sds: 0.4824 Design Acceleration Parameter: Shc: 0.2374 Seismic Design Category: D Seismic Snow Load: 6.58 psf % Snow Used in Seismic: 20.00 Diaphragm Condition: Flexible Fundamental Period Height Used: 36/8/0 Transverse Direction Parameters Ordinary Steel Moment Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.4995 R -Factor: 3.50 Overstrength Factor: Omega: 2.50 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.1358 x W Longitudinal Direction Parameters Ordinary Steel Concentric Braced Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.2980 R -Factor: 3.25 Overstrength Factor: Omega: 2.00 Deflection Amplification Factor: Cd: 3.25 Base Shear: V: 0.1484 x W Additional Notes: Collateral loads should be uniformly distributed on primary and secondary members. The recommended method of load attachment to a purlin's web or flange can be found on B-081465 Planograph. Use Planograph B-0181769 for truss purlins. Wall panels NOT PROVIDED by BBNA must resist all seismic, wind pressure, and wind suction loads as required by the specified building code. In addition, vertical loads from dead weight of panels, BBNA framing weight, and weight from windows, louvers, equipment, etc. must be carried by the wall panels to the foundation. It is the responsibility of the Contractor and Architect/Project Engineer to coordinate compatibility between BBNA products and the wall panels not furnished by BBNA. The concrete curb wall is not supported by VP steel and it must be designed to carry wind load from 1/2 the purlin space from top of the curb to the first girt. VP is not responsible for structural integrity of material by others. Mezzanine framing is NBVP and does not attach to VP steel. No mezzanine loads, including mezzanine bracing loads, are carried by VP steel. VP is not responsible for structural integrity of material by others. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. D VP Buildings 3200 Players Club Circle Memphis TN 38125 REV I DATE I BY I DESCRIPTION FOR CONSTRUCTION CODES AND LOADS CUSTOMER Teton West of Idaho LOCATION Rexburg, Idaho PROJECT Clark Hamilton NTS BUILDERS PO# �R Q C'f OF Q` ON D .� 04/19/2019 19-001201 DATE VP BUILDINGS 3/4/19 VARco PRUDEN DRAWN/CHECK WRS A BlueScope Steel Company PAGE VPC VERSION: 2018.2b 2 3/4/2019 7:552:155 FILENAME: Clark Hamilton 80X100-ReV2 a division of BlueScope Buildings North America, Inc.