Highly Versatile
Order Number:
HK120 FRONT VIEW
GRID = 2' - 0"
40'-0"
1. FOUNDATION SHALL BE ENGINEERED AND APPROVED BY A LOCALLY
LICENSED STRUCTURAL ENGINEER TO ACCOUNT FOR THE PROTOTYPICAL
REACTIONS SHOWN ON PAGE [J1.1.0].
2.1CABLE SLEEVES SHALL BE INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS.
4-13-2011 Building height
and materials specs added
DENVER, NC 28037
274 N. Hwy. 16, SUITE 300
BUILDING
ELEVATIONS
AND FLOOR
PLAN
CES GROUP, INC.
Structure Description:
HERCULES TRUSS ARCH
PDMWorks Project:
GANIX LITE
Drawings
(Approximate)Drawn By:
Customer Number:
1
This space reserved for enginneering notes.
1. THE ERECTOR IS RESPONSIBLE FOR DESIGNING AND FURNISHING
ALL TEMPORARY BRACING, SHORING, AND/OR SUPPORT THAT MAY BE
REQUIRED AS THE RESULT OF ERECTOR'S CONSTRUCTION METHODS
AND/OR SEQUENCES. THE STRUCTURE IS DESIGNED TO FUNCTION
Wall to Roof
AS A UNIT UPON COMPLETION. THE STRUCTURAL ENGINEER
Break-lin
ASSUMES NO LIABILITY FOR THE STRUCTURE DURING ERECTION.
2. NO OPENING (OTHER THAN THOSE SHOWN ON THE DRAWINGS)
SHALL BE MADE IN ANY STRUCTURAL MEMBER, AND NO
MODIFICATION OR ALTERATION SHALL BE MADE TO ANY STRUCTURAL
MEMBER OR CONNECTION WITHOUT THE WRITTEN APPROVAL OF THE
265'-0"
DESIGN ENGINEER.
Order Number:
GENERAL ABBREVIATIONS
TOS TOP OF STEEL / TSL TOP OF SLAB / GALV. GALVANIZED /
FND FOUNDATION / EL ELEVATION / RND. ROUND /
GA GAUGE / DIA DIAMETER / TYP. TYPICAL
ERECTION AND FIELD QUALITY CONTROL:
Page Title:
1. ALL CABLE SHALL BE GALVANIZED STEEL, MULTIPURPOSE, 7 X 7 (
1/4” DIA.) OR 7 X 19 (5/16” & 3/8” DIA.) OR 6 X 26 (1/2” DIA.) CLASS
STRAND CORE COMMERCIAL GRADE, OF DIAMETER INDICATED,
UNLESS OTHERWISE NOTED.
FOUNDATION:
GENERAL NOTES
CABLES AND HARDWARE:
2. AFTER FIELD INSTALLATION, TOUCH-UP ALL ABRADED AREAS,
SCRATCHES, FIELD WELDS, BOLTED CONNECTIONS AND
ATTACHMENTS WITH COLD GALVANIZING COMPOUND OF THE SAME
COMPOSITION AND COLOR USED FOR SHOP COATING.
120' W x 300' L x 48'-7 1/4" H
N.T.S.
1. AFTER SHOP FABRICATION, TOUCH-UP ALL WELDS, ABRADED
AREAS AND SCRATCHES WITH COLD GALVANIZING COMPOUND
CONSISTENT WITH GALVANIZED TUBE MANUFACTURER'S
RECOMMENDATIONS FOR COLOR AND COMPOSITION. PRIOR TO
TOUCH-UP, CLEAN WELDED AND ABRADED AREAS WITH A WIRE
BRUSH TO REMOVE SLAG AND LOOSE PARTICLES. SURFACES MUST
BE CLEAN AND OIL FREE.
PAUL TORRALVAL
Typical Building Perspective
4. ALL STRUCTURAL STEEL IS TO BE FABRICATED IN ACCORDANCE
WITH THE LATEST EDITION OF AISC "SPECIFICATION FOR THE DESIGN,
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
BUILDINGS."
PAINTING AND TOUCH UP:
Structure Size:
1
3. THE TRUSSES ARE DESIGNED TO ACCOMMODATE THE WEIGHT OF
INSULATION AND A CEILING SUPPORTED BY THE BOTTOM CHORD OF THE
TRUSSES, WITH THE WEIGHT OF THE CEILING AND FRAMING NOT TO
EXCEED 670 LBS PER TRUSS AND THE WEIGHT OF THE INSULATION NOT TO
EXCEED 3 PSF. ADDITIONAL LOADS, SUCH AS FOR LIGHTING, HEATING, AND
VENTILATING EQUIPMENT, SHALL NOT EXCEED 1000 LBS. PER ASSEMBLED
TRUSS, WITHOUT THE WRITTEN APPROVAL OF THE DESIGN ENGINEER.
LOADS SHALL BE APPLIED AT PANEL POINTS (POINTS OF CONTACT
BETWEEN TRUSS WEB AND CHORD), AND SHALL BE DISTRIBUTED SO THAT
NO MORE THAN 150 LBS. IS SUSPENDED FROM ANY SINGLE LOCATION.
5775665
702-595-7285
3. ALL BOLTED CONNECTIONS SHALL USE A325 BOLTS WITH
COMPATIBLE WASHERS AND NUTS OF DIAMETERS INDICATED ON
PLANS. BOLTS NEED ONLY BE TIGHTENED TO THE SNUG-TIGHT
CONDITION. THE SNUG-TIGHT CONDITION IS DEFINED AS THE
TIGHTNESS ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH,
OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH
E. EARTHQUAKE DESIGN DATA: WIND LOAD CONTROLS DESIGN
4276854
Customer Number:
Customer Contact Phone:
LOT M6C & M6B MOUNTAIN VIEW
ADAPTATION ENGINEER.
INDUSTRIAL PARK
AND NOT SLACK OR LOOSE).
APEX OF NORTH LAS VEGAS, NV
2. THIS IS A PROTOTYPICAL DESIGN AND DOCUMENT SET. THE
89129
Highest
Quality —
Built
to Last
5.
TIGHTEN
CABLES
SEQUENTIALLY TO AVOID TWISTING OR
DESIGN
AND
DEPICTED
FABRICATION, ERECTION, AND FOUNDATION
Minimal
Foundation
Requirements
DEFORMING STRUCTURAL ELEMENTS DURING ERECTION. RECHECK
DRAWINGS ARE ONLY VALID FOR THE EXACT DESIGN PARAMETERS
PREVIOUSLY TIGHTENED CABLES UNTIL ALL CABLES ACHIEVE TAUT
ANDall-purpose
COMBINATIONS
OF PARAMETERS
DOCUMENTED.THE DESIGN
1. DESIGNED IN CONFORMANCE WITH THE STRUCTURAL PROVISIONS ClearSpan's
Hercules Truss
Arch fabric
CONDITION.
Costly concrete foundations are not necessary for ClearSpan buildings, whether for permanent or
MUST
BE
SITE
ADAPTED
TO
SPECIFIC
SITES.
ANY
USE
OF
THIS
OF THE INTERNATIONAL BUILDING CODE, 2006 EDITION.
structures are rugged. We use the highest quality steel
DESIGN AND DOCUMENT FOR A SPECIFIC SITE REQUIRES:
temporary use. Save money by installing a building directly on the ground with little to no site
available — Allied Gatorshield® galvanized steel — to
WELDING:
2. DESIGN LOADS:
preparation. The flexible nature of our covers means that they can safely be erected on somewhat
manufacture the A.
most
durable frames.
With Allied'sVERIFICATION
FloDESIGN
PARAMETER
BY A REGISTERED
A. FLOOR LIVE LOAD: N/A
uneven surfaces. ClearSpan structures can also be constructed on asphalt or concrete, and you can
1.
REFER TO "WELDING GUIDELINES" PUBLISHED BY ALLIED TUBE AND
Coat® triple-layerPROFESSIONAL
process, our frames have
unmatched EXPERIENCED IN STRUCTURAL
ENGINEER,
B. ROOF LIVE LOAD: 5 PSF (FABRIC ROOF)
add height to HARVEY,
your buildingILLINOIS,
by putting it FOR
on a pony
wall, shipping containers
or concreteAND
blocks. Our
CONDUIT;
RECOMMENDED
PROCESSES
ENGINEERING,
THAT
rust and corrosion
protection. FabricVERIFY
covers have
a LOADING CONDITIONS AND THE
C. ROOF SNOW LOADS:
Manta Ray Anchoring
for Hercules
Truss Arch Buildings
requires
no excavation, meaning that it
PRACTICES
FORSystem
WELDING
GALVANIZED
STEEL
TUBING.
REQUIREMENTS
OF THE SITE
EQUAL
LESS
patented weave that
is lightweight yet exceptionally
strong.ARE
Covers
are alsoTO
UVIOR
treated
and THAN
weather
provides superior holding capacity while being environmentally friendly. Other anchoring options are
THE
DOCUMENTED
DESIGN
PARAMETERS
AND/OR
Pg (GROUND SNOW LOAD) = 10 PSF (ASSUMED)
resistant for long-lasting use, and flame retardant material is available. Nova-Shield II™ with
A. TO DEVELOP THE FULL STRENGTH AT PIPE JOINT, THE ALL
COMBINATION OF THE DOCUMENTED DESIGN PARAMETERS
also available.
Ce (SNOW EXPOSURE FACTOR) = 1.0 (PARTIALLY EXPOSED
ArmorKote™ covers have a 15 year warranty. ClearSpan's pre-engineered truss arch structures meet
AROUND FILLET WELDS SHALL BE SIZED AS FOLLOWS:
TERRAIN CATEGORY C)
all
wind
and
snow
load
regulations.
B.
VERIFICATION
OF
SPECIFIC
SITE
SOIL
CONDITIONS.
FIELD
Ct (THERMAL FACTOR) = 1.2 (COLD ROOF)
"...an
invitingOF
environment
people,FILLET
plantsWELD
and animals
THICKNESS
THE TUBE -that
MINIMUM
SIZE
VERIFY THAT THE EXISTING SITE SOIL CONDITIONS ARE EQUAL
Is (SNOW IMPORTANCE FACTOR) = 0.8 (CATEGORY I)
thrive
in."
Gage
14
1/8"
TO OR GREATER THAN THE DOCUMENTED DESIGN
Pf (FLAT ROOF SNOW LOAD ) = 6.7 PSF
Gage 13 & 12
5/32"
PARAMETERS AND/OR COMBINATIONS OF DOCUMENTED
Ps (SLOPED ROOF SNOW LOAD) = Cs Pf
Gage
11
&
10
3/16"
DESIGN
PARAMETERS.
Cs (SLOPE FACTOR) = AS DETERMINED FOR GABLE OR
Gage 9 & 8
7/32"
1
Self-Cleaning
ARCHED ROOF PER ASCE 7 (BALANCED AND UNBALANCED
Fabric Covering:
Flame
Retardant
Nova-Shield
II
polyethelene
or
vinyl
Gage
7
1/4"
C. ANY SITE SPECIFIC CONDITIONS FAILING A OR B WILL
LOADING CONDITIONS CONSIDERED).
http://www.clearspan.com/fabric/structures/ext;Structures.html
Color: WhiteREQUIRE RE-ANALYSIS OF THE STRUCTURE AND/OR 2/25/2011
(PLEASE NOTE; WHEN TUBES OF TWO DIFFERENT WALL
See below BY A CERTIFIED DESIGN PROFESSIONAL. FAILURE
SNOW DRIFTING FROM ADJACENT BUILDINGS, STRUCTURES, OR ANY Steel Frame:FOUNDATION
THICKNESSES ARE JOINED, THE MINIMUM FILLET WELD SIZE
TO
VERIFY
THE
VALIDITY
OF
THIS
DESIGN
FOR
A
SPECIFIC
SITE,
OTHER HORIZONTAL SURFACES HAS NOT BEEN CONSIDERED.
Foundation and or knee wall: CIP or block concrete piers or walls - natural finish
SHALL BE BASED ON THE THINNER OF THE TWO MEMBERS).
FOLLOWED BY ANY NECESSARY SITE ADAPTATION
Building
Height:
Maximum
building
height
not
to
exceed
40'-0"
MODIFICATION
CAN
RESULT
IN
A
DANGEROUS
SITUATION.
D. WIND DESIGN DATA: (METHOD 2, ANALYTICAL PROCEDURE)
2. WELDS SHALL SHOW UNIFORM SECTION, SMOOTHNESS OF WELD
V
(BASIC WIND SPEED) = 90 MPH (ASSUMED)
METAL, FREEDOM FROM POROSITY AND CLINKERS, AND ADEQUATE
STEEL:
Kd (WIND DIRECTIONALITY FACTOR) = 0.85
STRENGTH AND DURABILITY.
p
p
htt
://www.clears
an.com/fabric/structures/ext;Structures.html
2/25/2011
Iw (WIND IMPORTANCE FACTOR) = 0.87 (CATEGORY I)
1.
ALL
STRUCTURAL
STEEL
TUBING
SHALL
BE
GALVANIZED,
MIN.
YIELD
C
(EXPOSURE CATEGORY) = C (ASSUMED)
3. ALL WELDS NOT OTHERWISE IDENTIFIED SHALL BE CONTINUOUS.
STRENGTH 50 KSI. SECTION PROPERTIES, DESIGN VALUES, AND
GCpi (INT. PRES. COEFF.) = +/-0.18 (ENCLOSED)
GALVANIZING PROTECTION SHALL MEET OR EXCEED STANDARDS BY
Cp (EXT. PRES. COEFF.) = AS DETERMINED FOR GABLE OR
4. ALL SHOP WELDING IS TO BE DONE BY CERTIFIED OPERATORS
ALLIED TUBE AND CONDUIT - HARVEY, ILLINOIS.
ARCHED ROOF COMPONENTS AND CLADDING WIND
(TEST POSITION 4F AND 5F WITH PIPE IS MINIMUM REQUIRED
PRESSURE: N/A
CERTIFICATION).
2. STEEL PLATES SHALL COMPLY WITH ASTM A572 GRADE 50 OR
EQUAL. STRUCTURAL STEEL IS TO BE SHOP PRIME- COATED WITH
WIND SPEED-UP EFFECTS AT ISOLATED HILLS, RIDGES, AND
5. ALL WELDING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION
COLD GALVANIZING COMPOUND. APPLY SHOP PRIME COAT TO
ESCARPMENTS CONSTITUTING ABRUPT CHANGES IN THE GENERAL
OF AWS D1.1 AND D1.3
OBTAIN
A
UNIFORM
DRY
FILM
THICKNESS
OF
NOT
LESS
THAN
2-MILS.
TOPOGRAPHY, HAVE NOT BEEN CONSIDERED
Customer Contact:
riding arenas, garages, driving range shelters, aviaries, butterfly sanctuaries, salt storage, grain and
4.
TENSION
CABLES
AT TURNBUCKLE TO TAUT CONDITION (STRAIGHT
equipment
storage,
and more.
10501 W GOWAN RD
LAS VEGAS, NV 89129-6601
BUILDING SIZE: 120' x 300' x 48-7 1/4"
SQUARE FOOTAGE: 36,000
BUILDING TYPE: PRE-ENGINEERED
FABRIC STRUCTURE
TYPE OF CONSTRUCTION: TYPE IIB
20' to 300' wide and in any length desired. We can even engineer customized building sizes. Truly
3. USE THIMBLES WITH CABLE SLEEVES IN ALL LOOP-END
buildings of 1,000 uses, ClearSpan structures currently function as airplane hangars, alpaca housing,
APPLICATIONS.
Structure SKU #:
ClearSpan
buildings TO
reduce
outside noise andFABRICATION
diminish indoor echoing.
covers and
1. PRIOR
COMMENCING
FOR Sound-absorbing
A SPECIFIC SITE,
VERIFY
IF ANY
MODIFICATIONS
TO THE
STRUCTURE
AND/OR
walls provide
a peaceful,
tranquil
environment for people
and animals
with no harsh
sounds of rain or
FOUNDATION
sleet pelting
against a roof. CONNECTIONS ARE REQUIRED BY THE SITE
PROJECT LOCATION
T120HKS002300
PROJECT DESCRIPTION
Customer Information:
SITE ADAPTATION/ENGINEERING VERIFICATION:
GENERAL NOTES:
A Division of
Engineering Services & Products Co.
1440 18th Ave. SW
Dyersville, IA 52040
P: 563.875.6113
F: 563.875.2317
www.esapco.com/
CABLES
ANDbuildings
HARDWARE
(CONT.):
ClearSpan Truss
are available
in Round and Gothic styles with building sizes available from
GANIX BIO TECHNOLOGIES
Exceptional Acoustics
Creation Date:
WJM
2/15/2010
Revisions:
No.
By:
Revision Date:
1
---
---
2
---
---
3
---
---
Sheet:
Building Side Elevation
1" = 30'-0"
PROPOSED
120'-0"
Structure Description:
Structure Size:
Structure SKU #:
PROPERTY OF
1
BUILDING
Customer Contact Phone:
120' X 265'
STM
REFERENCEGRID
STM
Page Title:
Customer Contact:
Customer Information:
1
120'-10 8 " TO OUTERBASEPLATE EDGES
CHARLOTTE RACQUET CLUB, LLC.
1
40'-0"
TO
PEAK
48'-7 4 " BASE
BASE TO
PEAK
3
9300 BROWNE ROAD
DEED BOOK 9509-201, PIN 027-581-05
MALLARD CREEK TOWNSHIP, MECKLENBURG COUNTY
CHARLOTTE, NORTH CAROLINA
FEBRUARY 22, 2011
B1-1.0
110413 CRC Elevations
PDMWorks Project:
265'-0"
Drawings
Drawn By:
CreationDate:
Creation Date:
Revisions:
No.
By:
Revision Date:
1
2
Typical Building End Section
N.T.S.
2
3
Sheet:
Sheet1
4
Building Floor Plan Layout
AS NOTED
1" = 30'-0"
R
Know what's below.
General Notes
1. See text note this sheet for frame and exterior material
specifications.
2. End doors and egress as required by code to be located in
End Walls. See Perspective this sheet.
Copyright 2008 CES Group, Inc.
BUILDING ELEVATIONS
Call before you dig.
NORTH CAROLINA
ONE-CALL CENTER INC.
NOTE:
ALL DIMENSIONS ARE IN FEET
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
A1