INSTALLATION MANUAL

#
Q205.1.1
Manual
SUPERCEDES – Q205.1
A R C H S E R I E S
INSTALLATION MANUAL
QSAS 20/22
WALL and SURFACE MOUNT
QSAS 26/30
WALL and SURFACE MOUNT
DURAWEAVE TM Cover
INCLUDES
FRAMEWORK
COVER
WALL OPTIONS
END ENCLOSURES
AND DOORS
REQUIRE SEPARATE MANUALS
WinchLoc TM
Fastening System
01/05
Copyright 2005. All Rights Reserved.
ITEM 810513

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Q205.1.1

IMPORTANT – READ MANUAL FIRST
Improper Site Preparation, Assembly and Maintenance may
invalidate warranty and cause unnecessary and costly mistakes.
If you have any questions contact your local authorized dealer.
MAINTENANCE SCHEDULE
Failure to comply with this maintenance schedule will invalidate the warranty.
A. INSTALLATION ADJUSTMENT
1. The cover of your building may relax after installation. It is important to keep the cover
tight to prevent wear and ensure a long life. Adjust the cover lashing winches to
achieve a wrinkle free, drum tight appearance over the entire building. For most
buildings 25 - 35 ft. lbs of torque provides adequate cover tension. Adjust the end
winches until the fastening pipe is level. Retighten end flaps.
NOTE: Building covers installed during cooler weather tend to relax more than covers installed
during warmer weather. If your cover was installed in cooler weather recheck its
tightness on the first available warm sunny day.
B. INSTALLATION INSPECTION - 1 WEEK
1. Cover - ensure the cover lashing straps are secure and the cover has a wrinkle free,
drum tight appearance. For most buildings 25 - 35 ft. lbs of torque provides adequate
cover tension. Adjust cover tension as required.
2. Belting - check for premature belting wear and ensure tightness.
3. End Flaps - ensure the flaps remain tight and securely fastened.
4. Aprons - ensure the aprons are securely fastened.
5. Steel - Seal all surface penetration marks with a sealant or high zinc content paint.
C. QUARTERLY MAINTENANCE
1. Repeat above “INSTALLATION INSPECTION - 1 WEEK” a minimum of 4 times per year.
D. GENERAL
1. Cover - Clean with water and non-abrasive soap. Do not use solvents or chemicals.
Use caution when using high pressure washers.
2. Snowfall - Snow accumulating on the cover could indicate that the cover needs retensioning.
Remove snow and check tension.
3. Use caution when using heavy equipment to clear away avalanched snow.
E. ACCIDENTAL DAMAGE
Cover: Sharp objects can puncture and damage the cover. Do not attempt to seal or repair with
conventional materials. Call your local authorized representative. They can assess the damage
and facilitate replacement or provide a heat-weld service if the cover is repairable.
Structure: Report and document any damage to the steel structure or components immediately. Have
your local authorized representative inspect the damage and provide a comprehensive
evaluation. Perform any temporary or emergency repairs as determined. Replace or repair
damaged components as determined.
Other: Any fabric or structural irregularities not resulting from accidents or extreme weather
should be documented and reported immediately. Have your local authorized
2
representative inspect the damage and provide a comprehensive evaluation.
Q205.1.1

TABLE OF CONTENTS
Page
STEP 1 - DETERMINE INSTALLATION TYPE.................................................................. 3
STEP 2 - REQUIRED EQUIPMENT AND MATERIAL ....................................................... 4
STEP 3 - SITE PREPARATION ........................................................................................ 5
STEP 4 - BUILDING LAYOUT........................................................................................... 6
STEP 5 - SURFACE MOUNT............................................................................................ 7
STEP 6 - POST INSTALLATION....................................................................................... 8
STEP 7 - POST MOUNT OPTION #1 - NON-VENTED WALL........................................... 9
STEP 8 - POST MOUNT OPTION #2 - VENTED LIVESTOCK WALL ............................... 9
STEP 9 - ERECTING THE 20 / 22 STEEL FRAME ........................................................ 10
STEP 10 - ERECTING THE 26 / 30 STEEL FRAME ...................................................... 13
STEP 11 - INSTALL COVER LASHING WINCHES......................................................... 16
STEP 12 - CHOOSE THE FASTENING PIPE POCKET.................................................. 17
STEP 13 - LASHING WINCH STRAP NOTCH-OUTS ..................................................... 17
STEP 14 - INSTALL COVER FASTENING PIPES ......................................................... 18
STEP 15 - INSTALL THE COVER .................................................................................. 18
STEP 16 - INSTALL THE PVC PIPE .............................................................................. 20
STEP 17 - TENSION THE COVER ENDS....................................................................... 20
STEP 18 - SECURE THE END FLAPS ........................................................................... 21
STEP 19 - TENSION THE COVER.................................................................................. 21
STEP 20 - SECURE THE APRON................................................................................... 22
STEP 21 - READ MAINTENANCE AND SUBMIT WARRANTY ...................................... 22
APPENDIX A – BUILDINGS OVER 140’ ......................................................................... 22
APPENDIX B – FINISHING THE SIDE WALLS............................................................... 24
CONVERSIONS AND TORQUE VALUES....................................................................... 26
BASE PLATE TEMPLATES............................................................................................. 26
ANCHOR REFERENCE.................................................................................................. 27
SQUARING A BUILDING LAYOUT ................................................................................. 29
WARRANTY.................................................................................................................... 30
MAINTENANCE RECOMMENDATIONS—Corrosive Environments............. BACK COVER
Step 1
DETERMINE INSTALLATION TYPE
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Step 2
REQUIRED EQUIPMENT AND MATERIAL
GENERAL
1. Stakes, string and string level for alignment.
2. Measuring tape & level.
3. Torque wrench.
4. Masking tape or duct tape.
5. 2 to 4 lengths of rope 50' or longer.
6. Hacksaw
7. 1 1/8" wrench
8. Ladder, movable scaffolding or platform lift.
9. Optional - power wrench, transit (available from a rental store).
BUILDINGS OVER 140'
1. Caulking gun.
SURFACE MOUNT - concrete
1. Drill.
2. Minimum 3/8" x 6" anchor bolts - 4 per base plate.
3. Concrete drill bit sized to install anchor bolts.
SURFACE MOUNT - other
1. 8" X 8" base plate - 2 per arch.
2. 42" stakes and or earth anchors - according to soil conditions.
3. Sledge hammer
POST MOUNT
1. Drill.
2. 11/16" wood drill bit.
3. Minimum 8" x 8" x 8' treated posts
4. Post hole auger - minimum 12" diameter.
5. Minimum 3/8" x 5" lag bolts - 4 per base.
6. Drill bit to install lag bolts
7. Crushed rock or concrete to set posts.
8. Two (2) pieces of 5/8" (minimum) rebar, 12" long for each post.
9. Depending on mount type - dimensional lumber to span posts 2 x building length.
See STEP 7 and STEP 8 on Page 9.
THESE MATERIALS ARE FOR A 4 FOOT (48") POST. IF YOUR POST IS A DIFFERENT
HEIGHT YOU WILL NEED TO ADJUST MATERIALS ACCORDINGLY.
SEE APPENDIX B, PAGE 24 FOR MATERIALS AND CONSTRUCTION
OF VENTILATED AND NON-VENTILATED SIDE WALLS.
4
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IMPORTANT
Improper Site Preparation and Building layout can cause
unnecessary and costly mistakes.
Contact a local contractor or your QuickStructures TM authorized dealer for assistance.
Step 3
SITE PREPARATION
1. Start with a level site.
2. Stake out the location of the
corner posts A, B, C and D. Use
an accepted method to make the
layout straight and square.
See Squaring A Building Layout
on Page 29 for assistance.
3. String a line from A to B and
from C to D.
4. With a measuring tape attached
to stake A & C measure and
stake the post intervals along the
length of the building using a
running measurement.
Eg. 5' centers -5', 10', 15' etc.
5. Check linear measurements by
measuring the distance between
each stake. Distance should be
equal. Check the square of the
foundation by measuring
diagonally. Diagonal
measurements should be equal.
Continue to check the width and
diagonal measurements the
entire length of the building.
NOTE: Buildings over 140' in length have more than one cover. Even with this feature,
the building layout continues as a running measurement for the entire length of
the building.
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Q205.1.1

Step 4
BUILDING LAYOUT
SERIES 20
(W) WIDTH = 20' 0"
(S) POST/BASE CENTERS
CAN BE
4' 0" , 5' 0" or 6' 0"
Center-to-Center Measurements
Building Length
(L)
Post / Base Distance
(S)
Width
(W)
POST
SURFACE
SERIES 22
(W) WIDTH = 22' 0"
(S) POST/BASE CENTERS
CAN BE
4' 0" , 5' 0" or 6' 0"
SERIES 26
(W) WIDTH = 26' 0"
(S) POST/BASE CENTERS
CAN BE
4' 0" , 5' 0" or 6' 0"
SERIES 30
(W) WIDTH = 30' 0"
(S) POST/BASE CENTERS
CAN BE
4' 0" , 5' 0" or 6' 0"
RUNNING MEASUREMENTS
(S) POST/BASE CENTERS = 4' 0"
4', 8', 12', 16', 20', 24', 28' etc.
(S) POST/BASE CENTERS = 5' 0"
5', 10', 15', 20', 25', 30', 35' etc.
(S) POST/BASE CENTERS = 6' 0"
6', 12', 18', 24', 30', 36', 42' etc.
NOTE: ALL DISTANCES ARE MEASURED CENTER-TO-CENTER
CHECK PURLIN LENGTH FOR ON-CENTER SPACING
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SEE ANCHOR REFERENCE ON PAGE 27 FOR ADDITIONAL
SURFACE AND POST MOUNT INFORMATION
Step 5
SURFACE MOUNT
20 / 22 / 26 / 30
CONCRETE
END FLAP RATCHETS
END ARCHES ONLY
4' spacing
mount a winch
every 3rd arch.
5' spacing
mount a winch
every other arch.
6' spacing
mount a winch
every other arch
20 / 26
ALL SURFACES - Install lashing winches to base plates before installing base plate.
SEE BELOW*
INSTALL END FLAP
RATCHETS IF NO ESS
END WALL IS INSTALLED
SEE BELOW*
7
*END ARCHES ONLY - ONLY if an ESS Steel Frame is to be
installed - Install 7/16" x 2 1/2" bolts in base plates
BEFORE installing base plate.
Q205.1.1

Step 6
POST INSTALLATION
MAX
MAX
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Step 7
POST OPTION #1 - NON-VENTED WALL
Minimum 2" x 8" untreated
dimensional lumber top
mounting plate.
3/8" x 5" lag bolts
DO NOT TIGHTEN
LAG BOLTS FULLY
AT THIS TIME.
DRILL
HOLES FOR
LAG BOLTS
TO AVOID
SPLITTING.
Step 8
POST OPTION #2- VENTED LIVESTOCK WALL
2" x 4" untreated
dimensional lumber edging.
3/8" x 5" lag bolts
9
DRILL
HOLES FOR
LAG BOLTS
TO AVOID
SPLITTING.
DO NOT TIGHTEN
LAG BOLTS FULLY
AT THIS TIME.
Q205.1.1

26 / 30 BUILDINGS GO TO STEP 10, PAGE 13
Step 9 20 / 22
ERECT THE 20/22 STEEL FRAME
NOTE: Be sure to inspect all arch pieces for burrs or
rough edges which may have developed
during handling or assembly and file them
smooth. Be sure to wear protective eye-wear
during filing.
20 / 22
3 TRUSS TUBES
MAKE ONE
FULL ARCH
NO HOLE
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Step 9 20 / 22
CONTINUED
NOTE: Some downward pressure may be required to have arches meet in the middle.
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Step 9 20 / 22
CONTINUED
NO HOLE
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Step 9 20 / 22
CONTINUED
ON THE UNDERSIDE OF THE FRAME
Tie the frame together with rope until the
cover is completely installed.
Tighten all base
plate bolts.
NOTE: Inspect all frame connections for burrs or rough edges which may have developed
during handling or assembly and file them smooth.
Step 10 26 / 30
ERECT THE 26/30 STEEL FRAME
NOTE: Be sure to inspect all arch pieces for burrs
or rough edges which may have developed
during handling or assembly and file them
smooth. Be sure to wear protective eye-wear
during filing.
26 / 30
4 TRUSS TUBES
MAKE ONE
FULL ARCH
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Step 10 26 / 30
CONTINUED
NO HOLE
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Step 10 26 / 30
CONTINUED
NO HOLE
NOTE: Some downward pressure may be required to have arches meet in the middle.
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Step 10 26 / 30
CONTINUED
ON THE UNDERSIDE OF THE FRAME
Tie the frame together with 2 ropes. Leave
ropes until the cover is completely installed.
Tighten all base
plate bolts.
NOTE: Inspect all frame connections for burrs or rough edges which may have developed
during handling or assembly and file them smooth.
Step 11
INSTALL COVER LASHING WINCHES
POST
1. To install winches measure approximately 24” from
the top of the post and drill an 11/16" hole. Mount the
winch using 5/8” threaded rod, washers and nuts. Drill
through the interior wall if necessary.
2. Mount one cover lashing winch on the outside of each
of the 4 corner posts.
3. 4' post spacing mount a winch on every 3rd post – every 12'.
5' post spacing mount a winch on every other post – every 10'.
6' post spacing mount a winch on every other post – every 12'.
In some cases the last winches installed will be mounted on posts next to the end posts
at one end of the building.
SURFACE
16
Winches must be installed on base before frame erection - see STEP 5 on Page 7.
Q205.1.1

CHOOSE THE FASTENING PIPE POCKET
Step 12
Use a ground sheet to protect the cover while it is being prepared for installation.
1. Roll out the DURAWEAVE TM cover and leave a small walk area between the cover’s
edge and the wall. Align the cover evenly to each end of the frame.
Some buildings will have winches
mounted side by side at one end.
IF YOUR COVER HAS PRE-CUT
NOTCHES IN THE POCKETS
align the notches with the lashing
winches.
If the cover notches do not line up
with the lashing winches try
turning the cover end for end.
In some cases lashing winches
may need to be relocated.
2. POST MOUNT BUILDINGS
Install the fastening pipes in the LOWER pipe pockets.
COVER
3. SURFACE MOUNT BUILDINGS
Install the fastening pipes in the UPPER pipe pockets.
NOTE: In custom applications, post mount buildings may have the
fastening pipe in the upper pockets. This would require the lashing
winches to be custom located and installed.
Step 13
LASHING WINCH STRAP NOTCH OUTS
1. If the notch-outs are not factory cut make lashing
winch strap notch-outs in the cover fastening pipe
pockets at the lashing winch locations.
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Step 14
INSTALL THE COVER FASTENING PIPES
NOTE: Install both fastening pipes before installing the cover.
1. Install an end cap on the
straight end of one length
of 2 3/8" dia. swaged pipe.
2 Insert the fastening pipe,
end cap first, into the pipe
pocket.
3. Add lengths of swaged
fastening pipe as required.
4. Use 1/4" x 1" self-drilling
bolts to fasten the pipes
together.
5. Wrap joint with duct tape.
6. On completion, some of
the pipe may be exposed.
7. Cut to length if necessary.
8. Cap the end of the pipe.
Hint: If your building has been
supplied with different
length fastening pipes
install equal lengths on
each side. A measured
cut may be required on
each side.
Step 15
INSTALL THE COVER
NOTE: DO NOT install the DURAWEAVE TM cover onto the frame of your building in high
wind conditions. A slight breeze is the most advantageous for cover installation.
To take advantage of the breeze, pull cover up over the arches with the breeze
blowing into the cover . . . like a sail filled with air.
1. Insert the fastening straps in
the lashing winches.
Feed both ends of the straps
into the winch.
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2. On the opposite side of the cover (the side of the cover that is furthest from the
frame), tie several ropes, approximately 24 feet apart, to the steel fastening pipe
through the notched hole. Throw the free end of the ropes over the frame to the
opposite side of the building.
CHECK LIST: - BEFORE proceeding ensure that: the cover is POCKET SIDE up.
- BOTH fastening pipes are in place.
- Fastening straps are in the lashing winches.
- Pull ropes are secured and passed over the frame.
- Ropes holding the structure secure are passed UNDER the frame.
- No wind or there can be a light breeze (ideally from rope pulling side).
WARNING:
NEVER USE MOTORIZED EQUIPMENT (IE. VEHICLES, TRACTORS,
TRUCKS) TO ASSIST IN PULLING THE COVER OVER THE FRAME.
OBTAIN ADDITIONAL CREW MEMBERS IF REQUIRED.
3. Pulling on the ropes EVENLY, CAREFULLY and SLOWLY pull the cover over
the frame.
4. Insert fastening straps into lashing winches
and loosely secure. DO NOT TIGHTEN.
Adjust the cover so that it is square and
evenly centered on the frame. The end
flaps should overhang evenly at both ends.
5. Remove any additional ropes used to steady the frame except the 2 ropes running
the length of the building on the underside of the arches.
NOTE: DO NOT LEAVE THE COVER UNATTENDED UNDER ANY CIRCUMSTANCES
until final assembly and tightening has been completed.
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Q205.1.1

Step 16
INSTALL THE PVC PIPE
1. Once the cover is on the frame and is sitting centered, square and straight, visually
check to ensure the cover extends evenly on both ends of the building.
2. Drill a hole in the smooth end of one PVC
tube and tie the pull line to it. Wrap this
leading end with duct tape.
Hint - A small funnel or cone (not supplied) on the
leading edge of the PVC will help spread the PVC pocket.
3. Push - Pull the PVC into the pocket.
Glue and screw the lengths of PVC together as you proceed.
IMPORTANT - ALWAYS install a screw (not supplied) at every connection.
PVC glue looses
adhesive qualities
when applied in cold
weather and in damp
and humid conditions.
Hint: PVC tubes should slide easily into the pockets. Do not force.
Check for twisted fabric or misaligned pocket openings if you
experience difficulty.
Step 17
TENSION COVER ENDS
1. Operate the cover fastening tube end arch lashing winches to
remove the slack from the lashing straps. DO NOT TENSION.
Hint - Use ratchet straps (not supplied) on both ends, evenly spaced, to
tension and hold the cover lengthwise. Adjust to obtain an equal
distance between the arch tube and the PVC pipe at both ends. Then
lace the cover to the end arch.
2. Lace - start at the base. Lace the 1" belting around the PVC
tube through the notches and then back to the end arch tube
all the way up to the top center of the building. Secure the
belting to the arch tube.
Repeat lacing from other base.
3. Tension - start at the top center. Work your way
down from the secured end use force to tighten the
belting and finish by tying the belting off at the
base. The PVC tube should be parallel with the end
arch all the way around.
4. Lace and tension the opposite end of the building. The
cover should be tight and secure from end to end when
finished.
Hint: Trim the belting excess after you have finished the tighten-down.
Equal
Both
ends
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Q205.1.1

SECURE THE END FLAP
Step 18
REMOVE ALL ROPES BEFORE PROCEEDING
If rope is trapped between the cover and the arches remove SLOWLY.
1. POSTS MOUNT BUILDINGS
Install the 4 end flap ratchets, one on
each corner post, by drilling 3/8" holes
24" below the top of the posts and
installing 3/8" threaded rod, washers and
nuts and an end flap ratchet. Add tension
to the end flaps until they are tight.
2. SURFACE MOUNT BUILDINGS
Depending on the building type and
surface, install anchor bolts or earth
anchors beside the end arch bases and attach a ratchet strap.
NOTE: It may be necessary to repeat
the ratchet tightening several
times at both ends of the
cover. You may need to
release the ratchet
mechanism and pull the
belting as tight as possible by
hand before ratcheting.
Step 19
TENSION THE COVER
1. Use a 1 1/8" wrench to tighten the cover lashing straps
evenly on both sides of the building. Adjust the cover lashing
winches to achieve a wrinkle free, drum tight appearance
over the entire building. For most buildings 25 - 35 ft. lbs of
torque provides adequate cover tension.
2. Next, adjust the end lashing straps tension
until the cover fastening pipes are level.
3. Install a cotter pin in the lashing winch pilot
holes to lock the release lever.
4. Secure the outside (end) lashing straps (4) to
the fastening pipe by using pipe clips or fender washers and 1/4 x 3/4"
Tek 3 self-drilling screws. Install the screws through the fastening
strap into the fastening pipe.
NOTE: Failure to secure the corner fastening straps to the pipe could
result in possible damage to the cover.
21
Q205.1.1

Step 20
SECURE THE APRON
The fabric is designed to be under tension at all times.
GROUND
Use dimensional lumber in the LOWER fastening pipe pocket to attach the
apron to the frame or foundation or back fill the apron at the foundation.
WALL
Attach a dimensional lumber buffer to protect the cover from protruding edges.
CONCRETE
Never install fabric over concrete edges.
Always install a dimensional lumber buffer or equivalent.
Step 21
READ MAINTENANCE AND SUBMIT WARRANTY
APPENDIX A
BUILDINGS OVER 140’ IN LENGTH
Multiple covers are provided for buildings over 140' in length. This enables ease of onsite
handling and installation. Normally covers are supplied in equal
or near equal lengths. The longest cover length is 140'.
Eg. - a 150' building with 5' spacing is supplied with one 80' and one 70' cover.
1. FOUNDATION
Foundation spacing (running measurement) is the same for the entire length of the
building. (the covers share a common arch)
Eg. - 150' building on 5' centers has 31 base plates on each side.
2. JOINER BRACKET
1. WALL
Install a joiner bracket to the common arch. The bracket
installs under the lashing winch on the threaded rod.
Add an end flap ratchet to each end of the joiner bracket
using 5/8" x 2" bolts and nuts.
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Q205.1.1

2. SURFACE
Install anchor bolts or earth anchors, depending on your building, 18" offset from the
center of the common arch to attach the cover end flap ratchets.
3. COVER INSTALLATION
1. Install the first cover and secure in the normal fashion except that the end flap on the
common arch is not secured at this time. Flip the end flap back and out
of the way.
2. Install, the next cover and secure in the normal fashion, lacing the PVC tube to the
common arch. Do not tighten the lashing winches at this time.
3. Release the fastening strap in the end arch winch of the first building. Join the fastening
pipes of both covers and secure with self-drilling screws. Place the fastening strap over
the pipe and re-install the end fastening strap in the winch. Tighten the lashing winches
of the next cover.
NOTE: Both covers share a common end fastening strap and lashing winch.
4. Place the end flap of the first cover over the next cover's lacing (see note). Attach the
belting for this first (inner) end flap to the ratchets. Tighten the ratchets.
5. Place the end flap (outer) of the next cover over the first (inner) end flap. Cut a slit in the
first (inner) end flap at the point where the fastening strap for the inner end flap exits its
pocket. Feed the fastening strap through the slit and attach to the ratchets. Tighten the
ratchets.
6. Apply a bead of silicone (supplied) between the outer end flap and the cover. Insert the
tube tip between the layers with all straps fastened securely. Walk on the building to
seal the top portion of the end
flap and use a ladder or lift
equipment to reach the sides.
Where it is difficult to reach
some areas, unsealed portions
should not exceed 3 feet.
NOTE: If your building is subject to
prevailing winds, you
should secure the flaps to
23
protect the overlap.
Q205.1.1

IMPORTANT:
Extended buildings require braced bays
at specific locations. Follow the Special
Instructions that come with your building.
Install special purlins as required.
APPENDIX B
FINISHING THE SIDE WALLS
THE FOLLOWING DESCRIBE A 4 FOOT (48") SIDE WALL CLADDING
A - NON-VENTILATION - for Commercial and Storage purposes:
1. Requires 2" x 4" dimensional lumber to use as strapping.
2. Sheets of plywood, OSB Board (chipboard), or alternate material suitable for lining the
inside walls.
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Q205.1.1

B - SIDE VENTILATION - for Livestock purposes:
1. 2" x 4" dimensional lumber to use as strapping for outside edging and to mount the
deflector board.
2. Deflector board - strips of plywood or OSB board (chipboard) 8' x 2' wide extending the
full length of the sides of the building. (1/2" thick recommended).
3. 2 3/8" U-bolts or 1/4" self-drilling screws to secure the deflector board.
4. Installation of the side ventilation deflector board to allow proper deflection of air.
a) Fasten a row of 2” x 4” dimensional lumber onto the arches approximately 2’
above the top of the posts. Use U-bolts or 1/4" self-drilling (Tek) bolts. Drill an
oversize hole through the wood to install self-drilling bolts.
b) Fasten 8’ strips of 2’ wide plywood or OSB board to the row of 2” x 4”s and the
top of the inside wall.
Hint:
You may want to screw the deflector board pieces on so that they can be easily
removed in summer for increased ventilation.
25
Q205.1.1

CONVERSIONS
INCHES
MILLIMETERS
1/32"
2/32 1/16" ...................................................... 1.6
3/32
4/32 2/16 1/8" .............................................. 3.2
5/32
6/32 3/16" ......................................................….. 4.8
7/32
8/32 4/16 2/8 1/4" .............................… 6.4
5/16
6/16 3/8" .............................................. 9.5
7/16
8/16 4/8 2/4 1/2" ............… 12.7
9/16
10/16 5/8" ............................................. 15.9
11/16
12/16 6/8 3/4" ...........................… 19.0
13/16
14/16 7/8" ............................................. 22.2
15/16
16/16 8/8 4/4 2/2 1” 25.4
BOLT TORQUE
1 ft.lb. = 1.356 N.m
VOLUME
1 CUBIC YARD
= .77 M 3
1 CUBIC FOOT
= .03 M 3
FEET METERS
1' .305
2 .610
3 .914
4 1.219
5 1.524
6 1.829
7 2.134
8 2.438
9 2.743
10 3.048
25 7.620
30 9.144
35 10.668
40 12.192
45 13.716
50 15.240
60 18.288
70 21.336
80 24.384
90 27.432
100' 30.480
ASSEMBLY TORQUE VALUES
SUGGESTED ASSEMBLY TORQUE VALUES FOR STRUCTURAL BOLTS
SIZE THREADS GRADE 5
DIA (INCH) PER INCH ft – lbs
DRY WET*
3/8 16 30 23
7/16 14 50 35
1/2 13 75 55
5/8 11 150 110
3/4 10 260 200
1 1/4 7 1120 840
* Lubricant
BASE PLATE TEMPLATES
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ANCHOR REFERENCE
All anchor information is based on normal soils. See CFR - 9.
27
Q205.1.1

ANCHOR REFERENCE - cont.
All anchor information is based on normal soils. See CFR - 9.
CFR - 9
SOIL TYPES
LABORATORY
TEST METHOD
COMMON SOIL-TYPE DESCRIPTION
GEOLOGICAL SOIL CLASSIFICATION TYPICAL BLOW COUNT
"N" PER ASTM-D1856
SOUND HARD ROCK, UNWEATHERED GRANITE, BASALT, MASSIVE LIMESTONE N.A. ROD-50
1/2
VERY DENSE AND/OR CEMENTED SANDS CAUCHE, (NITRATE BEARING GRAVEL / ROCK) 60 - 100+
COARSE GRAVEL AND COBBLES
NORMAL
DENSE FINE SAND;: VERY HARD SILTS BASAL TILL; BOULDER CLAY; CAUCHE, 45 - 60
AND CLAYS (MAY BE PRELOADED)
WEATHERED LAMINATED ROCK
DENSE CLAYS, SANDS AND GRAVELS; GLACIAL TILL; WEATHERED SHALES, SCHIST 35 - 50
HARD SILTS AND CLAYS
GNEISS AND SILTSTONE
MEDIUM DENSE SANDY GRAVEL; VERY GLACIAL TILL, HARDPAN; MARLS 24 - 40
STIFF TO HARD SILTS AND CLAY
MEDIUM DENSE COARSE SAND AND SANDY SAPROLITES, RESIDUAL SOILS 14 - 25
GEAVEL; VERY STIFF SILTS AND CLAY
LOOSE TO MEDIUM DENSE FINE TO COARSE DENSE HYDRAULIC FILL; COMPACTED FIL, 7 - 14
SAND, FIRM TO STIFF CLAYS AND SILTS RESIDUAL SOILS
LOOSE FINE SAND, ALLUVIUM LOESS; FLOOD PLAIN SOILS, LAKE CLAYS; ADOBE; 4 - 8
SOFT-FRIM CLAYS; VARIED CLAYS; FILL GUMBO, FILL
PEAT, ORGANIC SILTS, INUNDATED SILTS, MISCELLANEOUS FILL, SWAMP MARSH 0 - 5
FLY ASH
28
Q205.1.1

SQUARING A BUILDING LAYOUT
IMPORTANT
Depending on the size of your building, you may need a qualified contractor or engineer
to lay out your building layout to ensure that it is straight and square.
The following is a suggested method only.
1. Measure and string a straight line the exact length of the building (D1-D2).
2. Attach a measuring tape to stake D2 and measure the exact width of the building
perpendicular to line D1-D2. Make an arc in the dirt at that exact measurement. Repeat
this procedure at stake D1 and make a second arc.
3. String an extended line (D3-D4) at the crowns of these two arcs. Recheck
width measurements.
USING THE 3-4-5 METHOD TO SQUARE A BUILDING LAYOUT
4. With the measuring tape still attached to stake D1, measure the distance (4 x Y) from stake
D1 towards stake D2 and place a stake (M1). See chart this page for a suggested value for
Y for your building.
5. With the measuring tape still attached to stake D1, measure the distance (3 x Y) through
the crown of the arc, and past line D3-D4, to M2.
6. With a second tape attached to stake M1, measure the distance (5 x Y) to M2.
7. Keeping the tapes tight, cross the two tapes
at exactly the (3 x Y) measurement and the
(5 x Y) measurement and hold in position.
Place a stake (D6) exactly where line D1-
M2 crosses line D3-D4. Remove stake M2.
8. Follow the linear and diagonal measurement
checks on Page 5 of this manual.
SERIES/ SUGGESTED
SIZE Y VALUE
SAS 20 7’
22 8’
26 9’
30 11’
29
Q205.1.1

LIMITED WARRANTY
QUICKSTRUCTURES QSAS and QSUS Lines
1. Scope of Limited Warranty:
Only the QuickStructures Arch Series (QSAS) and QuickStructures Utility Series (QSUS) building components described in this agreement are warranted to
the original Building Owner to be free of defects in materials and workmanship under normal use and proper maintenance. Building membranes are also warranted
against damage caused by hail and deterioration caused by ultraviolet rays, when such damage or deterioration results in the loss of effectiveness of the membrane
as a weather barrier.
This warranty shall be effective only if and when the warranty is properly registered as per instructions in Section 2, below; and Quick Structures receives notice of
such defect during the period of the warranty. Remedy of the defect(s) may be through the supply of new, used, or rebuilt parts, or on-site repair, at the option of
Quick Structures. If Quick Structures elects to repair or replace the defective product or component, Quick Structures shall have a reasonable time to do so.
This warranty contains the sole expressed warranty of Quick Structures and is applicable to the QSAS and QSUS building lines only. There are no other warranties
expressed or implied. This warranty is made in lieu of any implied warranties of merchantability or fitness for a particular purpose. Specifications and warranties are
applicable to units sold and erected in Canada, the United States and its territories and possessions, and may vary outside these areas.
2. Warranty Registration:
Buildings are shipped with a warranty registration package. Follow all instructions and return the completed warranty registration card within 60 days of the installation
of the building in order to register your warranty.
3. Standard Terms of Limited Warranty Coverage:
Should any components be found to have manufacturer’s defects under normal use and proper maintenance, the defect(s) will be repaired or the components replaced,
at the option of Quick Structures. The Building Owner shall be responsible for the cost of the repair or replacement parts pro-rated per year following the
original purchase date, plus the cost of delivery and installation of replacement parts, if required. All replacement parts are F.O.B. Saskatoon, Saskatchewan, Canada.
Any parts repaired or replaced under this warranty are subsequently warranted only for the remaining unexpired portion of the warranty period applicable to
the original product. Quick Structures reserves the right to substitute replacement parts that are comparable in function and quality to the original, and shall not be
liable if the replacement component varies in appearance from the original.
4. Standard Limited Warranty Coverage Periods: 1
Component Type
QSAS
20, 22, 26,30
QSUS
26 UB
QSUS
26 HC
Main Building Cover 2 3 3 3 1
Main Steel Framework 3 3 3 3 1
End Fabric 4 3 3 3 1
End Steel 5 3 3 3 1
Door Fabric / Steel 6 1 1 1 1
Small Components 7 1 1 1 1
QSUS
26x30
UB Pkg
THIS WARRANTY STATEMENT ONLY APPLIES TO THE BUILDING MODELS LISTED ABOVE
Notes on Limited Warranty Coverage Periods:
1. All repair or replacement costs are pro-rated per year as per this table.
2. Consists of cover panels for main building only. Does not include any cover fastening system components.
3. Consists of main building trusses, purlins, and manufactured brackets.
4. Consists of end panel fabric. Does not include fastening system components. End panel must be properly supported by QuickStructures End Support
System or rigid frame designed to match end panel fastening system.
5. Consists of manufactured steel vertical columns, horizontal members, and brackets. Does not include cables or fasteners.
6. Consists of door membrane (Standard DuraWeave ® , FR DuraWeave ® , or PVC) and all steel door parts.
7. Consists of cables, winches, ratchets, fasteners, belting, fastening straps, PVC pipe, and other parts not listed above.
5. Limits and Release of Liability:
Quick Structures makes no claims or representations regarding the structural capacity of QSAS and QSUS buildings. This warranty does not apply to defects or
damage resulting from a) installation that is improper and/or not in accordance with the QuickStructures installation instructions; b) improper or inadequate
maintenance; c) modification or alteration of the product; d) neglect, misuse or abuse of product; e) accident; f) unauthorized repair or alteration; g) integration with
other products or accessories not manufactured specifically for use with the QuickStructures TM building; h) exposure to corrosive elements; i) corrosion resulting
from building application, environment, and/or insufficient maintenance or any cause other than a defect in an item’s described corrosion protection; j) use of
abrasive cleaning methods, chemicals or solvents; k) natural hazards, including environmental loads such as wind, snow, ice, and water / rain; l) foundation design
and/or installation and/or deficiency in the foundation; m) product upgrades; n) product recall; o) normal wear and tear; p) wear caused by multiple installations; q)
storage and/or handling of the building components; or r) an act of God. This warranty does not apply to cosmetic defects or deterioration, including fading or
discoloration. This warranty does not apply to any products not manufactured as part of the QSAS and QSUS lines. No one is authorized to change or add to this
warranty. Quick Structures and its manufacturers shall not be liable for any damages incurred during or as a result of installation of Quick Structures product,
whether or not in accordance with the installation instructions. This warranty gives you specific legal rights. You may also have other rights which vary from
jurisdiction to jurisdiction. In no event shall Quick Structures, its manufacturers, any distributor, or the selling dealer be liable for any direct, indirect, special,
incidental or consequential damages (including loss of profits, loss of time, inconvenience, or the use or inability to use this product for any purpose whatsoever),
whether based on contract, tort, strict liability or any other legal basis; even if Quick Structures, its manufacturers, its distributor, or its authorized dealer was advised
of the possibility of the occurrence of such damages. By registering for and taking the benefit of this warranty, the Building Owner expressly releases and
discharges Quick Structures, its manufacturers, all distributors, and all authorized dealers from all claims, causes of action, demands, actions, suits, judgments and
executions for any actual, incidental or consequential damages, bodily or otherwise, that the Building Owner ever had, now has, or may have by reason of the assembly,
erection, use and/or operation of any QuickStructures TM building. All references to Building Owners, Quick Structures, its manufacturers, all distributors
and all authorized dealers, include such parties’ spouse, heirs, successors, legal representatives and assigns.
Quick Structures and its authorized dealers are independent businesses; authorized dealers are not agents or legal representatives of Quick Structures. Authorized
dealers have no right or authority to assume or create any legal obligation or responsibility, express or implied, on behalf of Quick Structures, or to bind Quick
Structures in any manner whatsoever. Quick Structures shall have no liability for any acts, errors, omissions, workmanship, supplies, advice, representations, or
misrepresentations of any authorized dealer.
7/05
Q205.1.1

Maintenance Recommendations For Buildings in Corrosive Environments
BUILDING STEEL
Manufactured steel components are hot dipped galvanized, hot zinc plated or coated with a high quality sealant. It is
recommended that the building owner/operator:
- Prevent corrosive material or product from resting against or covering the building steel.
- Remove any environmental residue that accumulates on the building steel.
- Seal all surface penetration marks with a high quality sealant or a high zinc content paint.
BUILDING HARDWARE
Hardware components are made of galvanized steel or aluminum alloy; are zinc plated with an added leachantsealant;
or are zinc or cadmium plated. It is recommended that the building owner/operator:
- Prevent corrosive material or product from coming in direct contact with the building hardware.
- Remove any environmental residue that accumulates on the building hardware.
- Seal or protect from corrosion any non-building components that are connected to, or that come in contact with,
the building hardware.
ANCHOR BOLTS It is recommended that the building owner/operator:
- Seal the exposed anchor bolt threads with a high quality sealant or a high zinc content paint.
FABRIC LASHING WINCHES It is recommended that the building owner/operator:
- Spray the lashing winches with a moisture displacing filming lubricant. (WD40 or equivalent)
DURAWEAVE TM FABRIC It is recommended that the building owner/operator:
- Prevent corrosive material or product from resting against or covering the building fabric.
- Remove any environmental residue that accumulates on the building fabric. Where moisture will not contribute to
corrosion – wash with water and non-abrasive soap.