Ponderay Newsprint-TMP Waterlock + Usk, Washington. Maximum Building Value

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1 Ponderay Newsprint-TMP Waterlock + Usk, Washington Maximum Building Value

2 A-Frame tons of steel + 101,136 sq. ft.

3 If you re going to build something, it ought to last. Cemex-Clinker Storage Building + near Victorville, California 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 housing designed to lower a hydrogen bomb 5,875 feet into the ground, which, upon detonation, fractured the earth s crust and lowered the island s elevation nearly ten feet. 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 MB certification from the American Institute of Steel Construction, Garco is serious about delivering a building that lasts. No matter what you throw at it. 2 3

4 5 th Barrel Production/Bear Creek Corporation + Medford, Oregon Standing Seam Roof tons of steel + 59,840 sq. ft.

5 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 5 th 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 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 5 Photos by Brian Prechtel

6 Pignataro Volkswagen + Everett, Washington Standing Seam Roof + 67 tons of steel + 11,421 sq. ft. Photos by Chris J. Roberts

7 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.

8 Oregon State University Indoor Practice Facility + Corvallis, Oregon Standing Seam Roof tons of steel + 83,572 sq. ft. Photos by Lynn Howlett

9 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

10 Garco Building Systems Quality you can measure. Service you can count on. Flexibility you can manage. Value you can trust.

11 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.

12 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

13 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 Parallel Flange Wing Cantilevered Canopy Facade Double-Lok BattenLok HS Roof Extension PBR Panel Eave Extension Cs and Zs PBA Panel Garco Building Systems

14 Framing Details Garco Framing System Clip Welded to Frame Flange Brace (typical) 1/2" x 1" H.T. Machine Bolts Eave Purlin TBC Rafter Lapped Purlin Connection (typical) Sag Angle (typical) Simple Span Purlin Connection (typical) Eave Purlin Connection (typical) Eave Purlin TBC Column Roof X-Brace Sidewall Girt RF Rafter Endwall Roof Beam Base Angle Endwall Girt Wall X-Brace Siding Notch in Concrete Tapered RF Leg Rake Closure 1/2" x 1" H.T. Machine Bolts (typical) Endframe Intermediate Column Endframe Corner Column Garco Building Systems

15 Sheeting Details Garco Sheeting System Ridge Cap Alternate Standing Seam Roof Panel Ridge Panel PBR Roof Panel Ridge Purlin Side and Endlap Sealer Tape Ridge Panel Closed Cell Rubber Sill Filler Purlin Rake or Fascia Rake Closure Endwall Girt Eave Trim Rake Trim Sidewall Girt Base Angle PBA Siding Panel PBR Panel Inside Corner Closed Cell Rubber Sill Fillers Base Angle PBR Siding Panel PBR Panel Corner Trim Closed Cell Rubber Sill Filler PBA Siding Panel Sill Flashing (optional) PBA Panel Corner Trim Garco Building Systems

16 Double-Lok Roof Double-Lok Panel Double-Lok Panel Properties Fy=50 ksi Negative Bending Positive Bending Gauge WT. (PSF) Ixe (In. 4 /Ft.) Sxe (In. 3 /Ft.) Maxo (KIP-In.) Ixe (In. 4 /Ft.) Sxe (In. 3 /Ft.) Maxo (KIP-In.) " Net Coverage 3" 3" 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 Maxo is allowable bending moment all values are for the one foot of panel width 19-3/8" Double-Lok Panel Allowable Uniform Loads (PSF) Span Load Panel Fy Span in Feet Type Type Gauge (KSI) Single live Two live Three live Four live Single live Two live Three live Four live 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

17 BattenLok HS BattenLok HS Panel BattenLok HS Panel Properties Fy=50 ksi Negative Bending Positive Bending Gauge WT. (PSF) Ixe (In. 4 /Ft.) Sxe (In. 3 /Ft.) Maxo (KIP-In.) Ixe (In. 4 /Ft.) Sxe (In. 3 /Ft.) Maxo (KIP-In.) " Net Coverage 2" 2" 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 Sxe is for bending Maxo is allowable bending moment all values are for the one foot of panel width BattenLok HS Panel Allowable Uniform Loads (PSF) Span Panel Fy Span in Feet Load Type Type Gauge (KSI) Single live Two live Three live Four live Single live Two live Three live Four live 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

18 PBR Roof and Walls PBR Panel PBR Panel Section Properties Fy=ksi* Negative Bending Positive Bending Gauge WT. (PSF) Ixe (In. 4 /Ft.) Sxe (In. 3 /Ft.) Maxo (KIP-In.) Ixe (In. 4 /Ft.) Sxe (In. 3 /Ft.) Maxo (KIP-In.) /4" Painted Side Out 12" 12" 12" 36" * 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. Ixe is for deflection determination Sxe is for bending 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 PBR Panel Allowable Uniform Loads (PSF) Load Type Panel Fy Span in Feet Gauge (KSI) 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 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 % 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

19 PBA Walls and Facades PBA Panel PBA Panel Section Properties Fy=ksi* Negative Bending Positive Bending Gauge WT. (PSF) Ixe (In. 4 /Ft.) Sxe (In. 3 /Ft.) Maxo (KIP-In.) Ixe (In. 4 /Ft.) Sxe (In. 3 /Ft.) Maxo (KIP-In.) /8" Painted Side Out 12" 12" 12" 36" * 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. Ixe is for deflection determination Sxe is for bending 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 PBA Panel Allowable Uniform Loads (PSF) Load Type Panel Fy Span in Feet Gauge (KSI) 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 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 % 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

20 Cs and Zs Framing Members Cee Section Properties Type T (In.) B1 (In.) B2 (In.) H (In.) d (In.) R (In.) A (In^2) Wt. (Lb/Ft) d B 1 T R B 2 H 8x2.5C x2.5C x2.5C x2.5C x2.5C x2.5C x2.5C x3.5C x3.5C Zee Section Properties Type T (In.) B1 (In.) B2 (In.) H (In.) d (In.) R (In.) A (In^2) Wt. (Lb/Ft) * T B 1 R B 2 d H 8x2.5Z x2.5Z x2.5Z x2.5Z x2.5Z x2.5Z x2.5Z x3.5Z x3.5Z * 50º for 8", 10", and 12" zees Standard Purlin Laps Purlin Size First Interior Frame All Other Interior Frames 8" 4'-11 1/2" 2'-11 1/2" 10" & 12" 6'-3 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

21 Type Ix (In^4) Iy (In^4) Sx (In^3) rx (In) ry (In) Cee Section Properties r1 (In) r2 (In) ro (In) Cw (In^6) J (In^4) Ae (In^2) Ixe (In^4) Sxe (In^3) 8x2.5C x2.5C x2.5C x2.5C x2.5C x2.5C x2.5C x3.5C x3.5C Type Ix (In^4) Iy (In^4) Sx (In^3) rx (In) ry (In) Zee Section Properties r1 (In) r2 (In) ro (In) Cw (In^6) J (In^4) Ae (In^2) Ixe (In^4) Sxe (In^3) 8x2.5Z x2.5Z x2.5Z x2.5Z x2.5Z x2.5Z x2.5Z x3.5Z x3.5Z Garco Building Systems

22 Alan Webb Mazda + Vancouver, Washington + RSV Construction Services Montana Honda & Marine + Billings, Montana + Hulteng, Inc. Standing Seam Roof + 74 tons of steel + 22,500 sq. ft. Standing Seam Roof tons of steel + 18,920 sq. ft. Skagit Publishing + Mt. Vernon, Washington + Fisher & Sons, Inc.

23 London Aviation Centre + Richmond, British Columbia + Scott Design Build Lopez Village Market + Lopez Island, Washington + Com-Steel, LLC Merry Edwards Winery + Graton, California + Koch Construction

24 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