+
Usk, Washington
Maximum Building Value
Ponderay Newsprint-TMP Waterlock
A-Frame
+
608 tons of steel
+
101,136 sq. ft.
If you’re going to build
something, it ought to last.
Back in 1971, Garco founder Wayne Garceau shipped his very first solid-web, built-up plate, rigid-frame
building to Amchitka Island near the tail end of Alaska’s Aleutian chain. The structure was a cable reel
near Victorville, California
the earth’s crust and lowered the island’s elevation nearly ten feet.
+
MB certification from the American Institute of Steel Construction, Garco is serious about delivering a
Cemex-Clinker Storage Building
housing designed to lower a hydrogen bomb 5,875 feet into the ground, which, upon detonation, fractured
building that lasts.
Wayne’s building? Still standing – despite a seismic shock registering 7.0 on the Richter scale.
Imagine the devastation if it were built with two-by-fours.
Maybe you don’t need a structure that’ll withstand a five-megaton blast. But isn’t it nice to know we
could make one for you? As a member of the Metal Building Manufacturers Association with Category
No matter what you throw at it.
2
3
59,840 sq. ft.
+
371 tons of steel
+
Standing Seam Roof
5th Barrel Production/Bear Creek Corporation
+
Medford, Oregon
“Elegance” is a word not often
associated with metal buildings.
Practical, functional, cost-effective – these are what we tend to think of instead. And yet there’s an
undeniable sense of sophistication about Harry and David’s 5th Barrel Production Facility.
More than one hundred skylights cast suspended pedestrian walkways in the warmth of natural light; a
curved glass wall reveals the 60,000-square-foot production floor; set in travertine marble at the building’s
entrance is a stylized Royal Riviera® pear – the company’s trademark offering since 1934. It’s still practical.
It’s still functional. And, because it’s a metal building system, it’s still cost-effective.
Of course, if you prefer something a little less…elegant, Garco Building Systems will still design and
manufacture to meet the specific needs of your structure. And we’ll do it with the same care and
consideration that go into every one of our projects.
4
Photos by Brian Prechtel
5
Pignataro Volkswagen
Standing Seam Roof
+
67 tons of steel
+
+
Everett, Washington
11,421 sq. ft.
Photos by Chris J. Roberts
Innovation can only come
from uncommon vision.
After Garco Building Systems founder Wayne Garceau returned home from World War II, he immediately
began constructing and assembling components for an arch-ribbed timber building requested by the
region’s agricultural sector. The project was unexpectedly put on hold when Garceau’s timber laminator
went out of business.
Garceau decided to go into manufacturing himself, producing open-web, steel-rigid frame buildings with
secondary wood framing members. In 1958, he incorporated his new company under the name Garceau
Steel Structures. Before long, Garceau Steel Structures was designing and manufacturing all-steel
buildings.
Today that company is Garco Building Systems, and we continue to innovate. For instance, why do we
manufacture rigid-frame columns built at a 10° reverse slope, covered in inch-thick distortion-free glass?
Because Pignataro Volkswagen in Everett, Washington asked for something original. Different.
Imaginative. That unique design is now used in Volkswagen Dealerships across the United States.
6
7
In 2007, Garco extended its reach when it became part of NCI Building Systems, the largest integrated
manufacturing network of custom designed metal building systems, components and metal coil coaters.
This affiliation now allowed Garco the national reach it had been working toward for so long.
Garco continues to embrace new ideas, new processes and new technologies. In 1958 Wayne Garceau
successfully raised the bar. Today, Garco continues that legacy by focusing on personal relationships and
conducting business with integrity and trust. Over 50 years ago, Mr. Garceau started a company founded
on respect and reliability. Those principles still hold true today.
+
Corvallis, Oregon
Standing Seam Roof
+
439 tons of steel
+
83,572 sq. ft.
Oregon State University Indoor Practice Facility
Photos by Lynn Howlett
We call it a 204-foot clear span.
You call it a football field.
With an average annual rainfall of forty inches – most of which falls during football season – Oregon
State University determined they needed an indoor practice field for their football team. What they didn’t
need was their linebackers smacking into load-bearing columns. Naturally, they opted for clear-span
construction. And they chose Garco Building Systems to deliver the superstructure.
We began the project by pointing out that OSU’s original open-truss design would cost more to
manufacture than solid-web. And that, once installed, painting all that diagonal bracing was an additional
cost and time element that required consideration. We then went on to provide an integrated alternative
that included structural design, fabrication, and exterior components – an option that streamlined
construction and provided OSU better value for their money.
Of course, we could have just done what they originally asked for. But it turns out that’s not what
they needed.
8
9
Garco Building Systems
Quality you can measure.
Service you can count on.
Flexibility you can manage.
Value you can trust.
Garco’s design and production teams work closely together toward a single, common
goal: meeting our customers’ needs – no matter how complex or unusual the project.
Only by exploring every possible option are we able to deliver efficient and cost-effective
solutions, all while meeting the most exacting standards in the industry.
Systems
Overview
Tapered Beam and Column
Tapered Beam
Beam Rigid Frame
Rigid Frame
Tapered Rigid Frame
Modular Beam and Column
Modular Beam and Columns
Garco Building Systems
Systems
Overview
Shed Roof Frame
Single Slope Rigid Frame
Single Slope Tapered
Rigid Frame
Single Slope Modular
Beam and Column
Single Slope Modular
Beam and Columns
Tapered Beam Wing
Cantilevered Canopy
Facade
Parallel Flange Wing
Double-Lok®
BattenLok® HS
12
Roof Extension
13
PBR Panel
Cs and Zs
PBA Panel
Eave Extension
Garco Building Systems
Framing Details
Garco Framing System
Clip Welded to Frame
Flange Brace
(typical)
1/2" x 1" H.T. Machine Bolts
Simple Span Purlin Connection
(typical)
TBC Rafter
Eave Purlin Connection
(typical)
Lapped Purlin
Connection
(typical)
Eave Purlin
Eave
Purlin
Sag Angle
(typical)
Roof X-Brace
TBC Column
Sidewall Girt
RF Rafter
Endwall
Roof Beam
Endwall Girt
Base Angle
Rake
Closure
Wall X-Brace
1/2" x 1" H.T.
Machine Bolts
(typical)
Siding Notch in Concrete
Tapered RF Leg
Endframe Intermediate Column
Endframe Corner Column
Garco Building Systems
Sheeting Details
Garco Sheeting System
Ridge Cap
Alternate
Standing Seam
Roof Panel
Ridge Panel
PBR Roof Panel
Ridge Purlin
Ridge Panel
Side and Endlap
Sealer Tape
Rake or Fascia
Purlin
Closed Cell
Rubber Sill Filler
Rake
Closure
Eave Trim
Endwall Girt
Rake Trim
Sidewall Girt
Base Angle
PBA Siding Panel
PBR Panel
Inside Corner
Closed Cell Rubber Sill Fillers
Base Angle
PBR Siding Panel
PBA Siding Panel
Closed Cell Rubber Sill Filler
PBR Panel Corner Trim
Sill Flashing
(optional)
PBA Panel Corner Trim
14
15
Garco Building Systems
Double-Lok®
Roof
Double-Lok Panel
Fy=50 ksi
WT.
Gauge
(PSF)
24
1.23
22
1.56
Double-Lok Panel Properties
Negative Bending
Positive Bending
Maxo
Ixe
Sxe
Maxo
Ixe
Sxe
(In.4/Ft.) (In.3/Ft.) (KIP-In.) (In.4/Ft.) (In.3/Ft.) (KIP-In.)
0.1507 0.0989 2.9619 0.3224 0.1307 3.9132
0.2059 0.1394 4.1741 0.4205 0.1708 5.1122
• all calculations for the properties of Double-Lok panels are calculated in accordance
with the 2001 edition of the North American Specification for Design of Cold-Formed
Steel Structural Members.
• Ixe is for deflection determination
• Sxe is for bending
24" Net Coverage
• Maxo is allowable bending moment
• all values are for the one foot of panel width
3"
3"
19-3/8"
Span
Type
Single
Two
Three
Four
Single
Two
Three
Four
Load
Type
live
live
live
live
live
live
live
live
Double-Lok Panel Allowable Uniform Loads (PSF)
Span in Feet
Panel
Fy
Gauge
(KSI)
2.5
3.0
3.5
4.0
4.5
204.0
170.0
145.7
127.5
113.3
204.0
170.0
145.7
123.4
97.5
24
50
204.0
170.0
145.7
127.5
113.3
204.0
170.0
145.7
127.5
113.3
296.9
247.5
212.1
185.6
165.0
296.9
247.5
212.1
173.9
137.4
22
50
296.9
247.5
212.1
185.6
165.0
296.9
247.5
212.1
185.6
160.4
5.0
102.0
79.0
98.7
92.2
136.3
111.3
139.1
129.9
5.5
86.2
65.3
81.6
76.2
112.7
92.0
115.0
107.4
• allowable loads are based on uniform span lengths and Fy = 50 ksi. The weight of the panel has not been deducted from the allowable loads.
• LIVE LOAD is limited by bending, shear, combined shear & bending
• above loads consider a maximum deflection ratio of L/180
• the above loads are not for use when designing panels to resist wind uplift. Please contact manufacturer or manufacturer’s website for most
current allowable wind uplift loads.
• the use of any field seaming equipment or accessories including but not limited to clips, fasteners, and support plates (eave, backup, rake, etc.)
other than those provided by the manufacturer may damage panels, void all warranties and will void all engineering data.
• this material is subject to change without notice. Please contact MBCI for most current data.
Garco Building Systems
BattenLok® HS
BattenLok HS Panel
Fy=50 ksi
WT.
Gauge
(PSF)
24
1.29
22
1.65
BattenLok HS Panel Properties
Negative Bending
Positive Bending
Maxo
Ixe
Sxe
Maxo
Ixe
Sxe
(In.4/Ft.) (In.3/Ft.) (KIP-In.) (In.4/Ft.) (In.3/Ft.) (KIP-In.)
0.0644 0.0578 1.7294 0.1517 0.0926 2.7736
0.0902 0.0832 2.4923 0.2033 0.1248 3.7370
• all calculations for the properties of BattenLok HS panels are calculated in accordance
with the 2001 edition of the North American Specification for Design of Cold-Formed
Steel Structural Members.
• Ixe is for deflection determination
16" Net Coverage
• Sxe is for bending
2"
2"
• Maxo is allowable bending moment
• all values are for the one foot of panel width
Span
Type
Single
Two
Three
Four
Single
Two
Three
Four
Load Type
live
live
live
live
live
live
live
live
BattenLok HS Panel Allowable Uniform Loads (PSF)
Span in Feet
Panel
Fy
Gauge
(KSI)
2.5
3.0
3.5
4.0
4.5
162.0
135.0
115.7
101.3
90.0
162.0
128.1
94.1
72.1
56.9
24
50
162.0
135.0
115.7
90.1
71.2
162.0
135.0
109.8
84.1
66.5
233.4
194.5
166.7
145.9
123.0
233.4
184.6
135.6
103.8
82.1
22
50
233.4
194.5
166.7
129.8
102.6
233.4
194.5
158.3
121.2
95.8
5.0
74.0
46.1
57.6
53.8
99.7
66.5
83.1
77.6
5.5
61.1
38.1
47.6
44.5
82.4
54.9
68.7
64.1
• allowable loads are based on uniform span lengths and Fy = 50 ksi. The weight of the panel has not been deducted from the allowable loads.
• LIVE LOAD is limited by bending, shear, combined shear & bending
• above loads consider a maximum deflection ratio of L/180
• the above loads are not for use when designing panels to resist wind uplift. Please contact manufacturer or manufacturer’s website for most
current allowable wind uplift loads.
16
• the use of any field seaming equipment or accessories including but not limited to clips, fasteners, and support plates (eave, backup, rake, etc.)
other than those provided by the manufacturer may damage panels, void all warranties and will void all engineering data.
17
• this material is subject to change without notice. Please contact MBCI for most current data.
Garco Building Systems
PBR
Roof and Walls
PBR Panel
Fy=ksi*
WT.
Gauge
(PSF)
26
0.94
24
1.14
PBR Panel Section Properties
Negative Bending
Positive Bending
Maxo
Ixe
Sxe
Maxo
Ixe
Sxe
(In.4/Ft.) (In.3/Ft.) (KIP-In.) (In.4/Ft.) (In.3/Ft.) (KIP-In.)
0.0302 0.0511 1.8366 0.0369 0.0372 1.3373
0.0404 0.0733 2.1953 0.0506 0.0521 1.5594
• * Fy is 80-ksi reduced to 60-ksi for 26 gauge, Fy = 50-ksi for 24 gauge
• all calculations for the properties of PBR panels are calculated in accordance with the
2001 edition of the North American Specification for Design of Cold-Formed Steel
Structural Members.
Painted Side Out
• Ixe is for deflection determination
1-1/4"
• Sxe is for bending
12"
12"
12"
• Maxo is allowable bending moment
36"
Span
Type
Single
Two
Three
Four
Single
Two
Three
Four
Load Type
Negative Wind Load
Live Load / Deflection
Negative Wind Load
Live Load / Deflection
Negative Wind Load
Live Load / Deflection
Negative Wind Load
Live Load / Deflection
Negative Wind Load
Live Load / Deflection
Negative Wind Load
Live Load / Deflection
Negative Wind Load
Live Load / Deflection
Negative Wind Load
Live Load / Deflection
• all values are for the one foot of panel width
PBR Panel Allowable Uniform Loads (PSF)
Span in Feet
Panel
Fy
Gauge
(KSI)
3.0
4.0
5.0
6.0
136.0
76.5
49.0
34.0
99.1
50.4
25.8
14.9
99.1
55.7
35.7
24.8
87.3
54.6
35.2
24.5
26
60
123.8
69.7
44.6
31.0
99.2
67.7
43.8
28.2
115.6
65.0
41.6
28.9
95.5
63.4
40.9
28.6
162.6
91.5
58.5
40.7
115.5
65.0
35.4
20.5
115.5
65.0
41.6
28.9
109.4
64.2
41.3
28.7
24
50
144.4
81.2
52.0
36.1
124.3
79.8
51.4
35.8
134.8
75.8
48.5
33.7
119.8
74.7
48.1
33.5
7.0
25.0
9.4
18.2
18.1
22.7
17.7
21.2
18.8
29.9
12.9
21.2
21.1
26.5
26.4
24.8
24.6
8.0
19.1
6.3
13.9
13.9
17.4
11.9
16.3
12.6
22.9
8.6
16.2
16.2
20.3
16.3
19.0
17.3
• allowable loads are based on uniform span lengths and Fy = 50 and 60-ksi
• LIVE LOAD is limited by bending, shear, combined shear & bending and web crippling
• NEGATIVE WIND LOAD does not contain a 33.333% increase and does not consider fastener pullout or pullover
• above loads consider a maximum deflection ratio of L/180
• the weight of the panel has not been deducted from the allowable loads
• the use of any accessories other than those provided by the manufacturer may damage panels, void all warranties and will void all engineering data
• the material is subject to change without notice. Please contact MBCI for most current data.
Garco Building Systems
9.0
15.1
4.4
11.0
10.7
13.8
8.3
12.8
8.9
18.1
6.1
12.8
12.8
16.0
11.4
15.0
12.2
PBA
Walls and Facades
PBA Panel
Fy=ksi*
WT.
Gauge
(PSF)
26
0.94
24
1.14
PBA Panel Section Properties
Negative Bending
Positive Bending
Maxo
Ixe
Sxe
Maxo
Ixe
Sxe
(In.4/Ft.) (In.3/Ft.) (KIP-In.) (In.4/Ft.) (In.3/Ft.) (KIP-In.)
0.0219 0.0322 1.1562 0.0168 0.0283 1.0154
0.029 0.0431 1.2915 0.0222 0.0381 1.1404
• * Fy is 80-ksi reduced to 60-ksi for 26 gauge, Fy = 50-ksi for 24 gauge
• all calculations for the properties of PBR panels are calculated in accordance with the
2001 edition of the North American Specification for Design of Cold-Formed Steel
Structural Members.
Painted Side Out
1-1/8"
• Ixe is for deflection determination
12"
12"
• Sxe is for bending
12"
• Maxo is allowable bending moment
36"
• all values are for the one foot of panel width
Span
Type
Single
Two
Three
Four
Single
Two
Three
Four
Load Type
Negative Wind Load
Live Load / Deflection
Negative Wind Load
Live Load / Deflection
Negative Wind Load
Live Load / Deflection
Negative Wind Load
Live Load / Deflection
Negative Wind Load
Live Load / Deflection
Negative Wind Load
Live Load / Deflection
Negative Wind Load
Live Load / Deflection
Negative Wind Load
Live Load / Deflection
PBA Panel Allowable Uniform Loads (PSF)
Span in Feet
Panel
Fy
Gauge
(KSI)
3.0
4.0
5.0
6.0
85.6
48.2
30.8
21.4
54.4
22.9
11.7
6.8
75.2
42.3
27.1
18.8
72.9
41.5
26.8
16.4
26
60
94.0
52.9
33.8
23.5
89.9
43.3
22.2
12.8
87.8
49.4
31.6
21.9
84.3
46.0
23.5
13.6
95.7
53.8
34.4
23.9
71.9
30.3
15.5
9.0
84.5
47.5
30.4
21.1
81.3
46.5
30.0
20.9
24
50
105.6
59.4
38.0
26.4
100.1
57.2
29.3
17.0
98.6
55.5
35.5
24.6
93.9
53.9
31.1
18.0
7.0
15.7
4.3
13.8
10.3
17.3
8.1
16.1
8.6
17.6
5.7
15.5
13.6
19.4
10.7
18.1
11.3
8.0
12.0
2.9
10.6
6.9
13.2
5.4
12.3
5.7
13.5
3.8
11.9
9.1
14.8
7.2
13.9
7.6
9.0
9.5
2.0
8.4
4.9
10.4
3.8
9.8
4.0
10.6
2.7
9.4
6.4
11.7
5.0
11.0
5.3
18
19
• allowable loads are based on uniform span lengths and Fy = 50 and 60-ksi
• LIVE LOAD is limited by bending, shear, combined shear & bending and web crippling
• NEGATIVE WIND LOAD does not contain a 33.333% increase and does not consider fastener pullout or pullover
• above loads consider a maximum deflection ratio of L/180
• the weight of the panel has not been deducted from the allowable loads
• the use of any accessories other than those provided by the manufacturer may damage panels, void all warranties and will void all engineering data
• the material is subject to change without notice. Please contact MBCI for most current data.
Garco Building Systems
Cs and Zs
Framing Members
Type
B1
8x2.5C16
8x2.5C14
8x2.5C13
8x2.5C12
10x2.5C14
10x2.5C13
10x2.5C12
12x3.5C14
12x3.5C12
d
T
H
R
B2
Type
B1
*
T
H
R
B2
d
8x2.5Z16
8x2.5Z14
8x2.5Z13
8x2.5Z12
10x2.5Z14
10x2.5Z13
10x2.5Z12
12x3.5Z14
12x3.5Z12
T
(In.)
0.059
0.070
0.085
0.105
0.070
0.085
0.105
0.070
0.105
B1
(In.)
2.5
2.5
2.5
2.5
2.5
2.5
2.5
3.5
3.5
Cee Section Properties
B2
H
d
(In.)
(In.)
(In.)
2.5
8
0.7730
2.5
8
0.8000
2.5
8
0.8360
2.5
8
0.8850
2.5
10
0.8000
2.5
10
0.8360
2.5
10
0.8850
3.5
12
0.8000
3.5
12
0.8850
R
(In.)
0.188
0.188
0.188
0.188
0.188
0.188
0.188
0.188
0.188
A
(In^2)
0.822
0.976
1.185
1.463
1.116
1.355
1.673
1.396
2.093
Wt.
(Lb/Ft)
2.80
3.32
4.03
4.98
3.80
4.61
5.69
4.75
7.12
T
(In.)
0.059
0.070
0.085
0.105
0.070
0.085
0.105
0.070
0.105
B1
(In.)
2.125
2.125
2.125
2.125
2.125
2.125
2.125
3.125
3.125
Zee Section Properties
B2
H
d
(In.)
(In.)
(In.)
2.375
8
0.911
2.375
8
0.930
2.375
8
0.956
2.375
8
0.990
2.375
10
0.930
2.375
10
0.956
2.375
10
0.990
3.375
12
0.930
3.375
12
0.990
R
(In.)
0.188
0.188
0.188
0.188
0.188
0.188
0.188
0.188
0.188
A
(In^2)
0.822
0.976
1.185
1.463
1.116
1.355
1.673
1.396
2.093
Wt.
(Lb/Ft)
2.80
3.32
4.03
4.98
3.80
4.61
5.69
4.75
7.12
* 50º for 8", 10", and 12" zees
Purlin Size
8"
10" & 12"
Standard Purlin Laps
First Interior Frame
4'-11 1/2"
6'-3 1/2"
All Other Interior Frames
2'-11 1/2"
2'-11 1/2"
NOTE: Any combination of 2'-11 1/2", 4'-11 1/2", and 6'-3 1/2" lap lengths may be used for 8", 10", and 12" purlins.
The following lap lengths are representative of one possible design scenario.
Garco has made every effort to use accurate product descriptions and specifications at the time of this printing.
However, because of continuing product improvement and code changes, all specifications and descriptions are subject
to change without prior notice.
Garco Building Systems
Type
8x2.5C16
8x2.5C14
8x2.5C13
8x2.5C12
10x2.5C14
10x2.5C13
10x2.5C12
12x3.5C14
12x3.5C12
Type
8x2.5Z16
8x2.5Z14
8x2.5Z13
8x2.5Z12
10x2.5Z14
10x2.5Z13
10x2.5Z12
12x3.5Z14
12x3.5Z12
Ix
(In^4)
7.791
9.210
11.126
13.649
15.685
18.972
23.316
29.372
43.759
Iy
(In^4)
0.675
0.080
0.970
1.196
0.853
1.035
1.277
2.044
3.072
Sx
(In^3)
1.948
2.303
2.782
3.412
3.137
3.794
4.663
4.895
7.293
rx
(In)
3.078
3.072
3.065
3.054
3.750
3.742
3.733
4.588
4.572
Cee Section Properties
ry
r1
r2
(In)
(In)
(In)
0.906
3.078
0.906
0.906
3.072
0.906
0.905
3.065
0.905
0.904
3.054
0.904
0.874
3.750
0.874
0.874
3.742
0.874
0.874
3.733
0.874
1.210
4.588
1.210
1.211
4.572
1.211
ro
(In)
3.648
3.646
3.642
3.637
4.160
4.156
4.150
5.231
5.224
Cw
(In^6)
8.626
10.270
12.521
15.561
16.735
20.370
25.256
55.709
84.177
J
(In^4)
0.000954
0.001594
0.002853
0.005378
0.001822
0.003262
0.006150
0.002280
0.007694
Ae
(In^2)
0.43978
0.57164
0.80305
1.10380
0.57576
0.81049
1.11790
0.60039
1.15490
Ixe
(In^4)
7.1470
8.7045
10.9700
13.6490
14.5990
18.7030
23.3160
23.6330
40.7980
Sxe
(In^3)
1.6939
2.1010
2.7151
3.4123
2.7879
3.7059
4.6633
3.4212
6.5262
Ix
(In^4)
7.758
9.176
11.095
13.624
15.642
18.933
23.284
29.320
43.721
Iy
(In^4)
1.080
1.289
1.577
1.967
1.289
1.578
1.968
3.077
4.681
Sx
(In^3)
1.906
2.254
2.725
3.347
3.080
3.729
4.586
4.827
7.197
rx
(In)
3.072
3.067
3.060
3.051
3.745
3.738
3.730
4.584
4.570
Zee Section Properties
ry
r1
r2
(In)
(In)
(In)
1.146
3.188
0.767
1.150
3.184
0.769
1.154
3.178
0.771
1.159
3.171
0.774
1.075
3.822
0.756
1.079
3.817
0.758
1.084
3.809
0.761
1.485
4.709
1.018
1.495
4.698
1.023
ro
(In)
3.315
3.311
3.307
3.300
3.944
3.939
3.933
4.848
4.838
Cw
(In^6)
12.332
14.691
17.937
22.303
23.949
29.249
36.384
79.425
120.37
J
(In^4)
0.000954
0.001593
0.002853
0.005378
0.001822
0.003263
0.006150
0.002279
0.007693
Ae
(In^2)
0.467
0.609
0.834
1.104
0.613
0.841
1.118
0.620
1.179
Ixe
(In^4)
7.319
8.821
11.095
13.624
14.218
18.259
22.919
24.061
40.683
Sxe
(In^3)
1.789
2.188
2.725
3.347
2.655
3.455
4.434
3.532
6.575
20
21
Garco Building Systems
Standing Seam Roof
+
74 tons of steel
+
Montana Honda & Marine + Billings, Montana + Hulteng, Inc.
Alan Webb Mazda + Vancouver, Washington + RSV Construction Services
22,500 sq. ft.
Standing Seam Roof
+
142 tons of steel
+
18,920 sq. ft.
Skagit Publishing + Mt. Vernon, Washington + Fisher & Sons, Inc.
London Aviation Centre + Richmond, British Columbia + Scott Design Build
22
23
Lopez Village Market + Lopez Island, Washington + Com-Steel, LLC
Merry Edwards Winery + Graton, California + Koch Construction
It’s more than saving money, or completing your
project ahead of schedule. It’s about getting exactly
what you want, when you want it. It’s about trust –
and having complete confidence knowing that, long
after the sounds of construction have faded away,
you made the right decision to include Garco on your
team. To find a builder near you, or to learn more
about Garco Building Systems and Maximum Building
Value, visit www.garcobuildings.com.