Summary of Contents for Pro-tec SAFEGUARD LIVESTOCK SHADE SHELTER 16' X 24'
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MANUAL NO. 197440 KAG 2/27/13 REV A-9/1/17 ECN 17-141 PRO-TEC SAFEGUARD LIVESTOCK SHADE SHELTER- 16' X 24' IMPORTANT - TO THE DEALER OR ERECTOR: RETURN THIS MANUAL TO THE OWNER FOR THEIR FUTURE REFERENCE SIOUX STEEL COMPANY, P.O. BOX 1265, SIOUX FALLS, SOUTH DAKOTA 57101...
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DURABILITY, VERSATILITY, and COMMITMENT to meet the needs of our customer. Should you have any questions or comments during or following the installation, please feel free to call your SIOUX STEEL PRO-TEC dealer or manufacturer. We will be glad to assist you in any way we can.
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TABLE OF CONTENTS SAFETY PAGE 3 GENERAL INFORMATION PAGE 4 COMPONENTS PAGE 5-6 TOOLS & EQUIPMENT PAGE 7 FOUNDATION PAGE 8 FRAME ASSEMBLY PAGE 9-12 SHADE INSTALLATION PAGE 13-14 MAINTENANCE SCHEDULE PAGE 15 WARRANTY STATEMENTS PAGE 16...
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If damage to shade occurs, access in or around shade should be restricted to inspection only. Immediately contact your dealer or Sioux Steel Warranty Department at (800) 557-4689. Repair of damages should be implemented as soon as practical, with appropriate PRO-TEC replacement parts.
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TOOLS AND EQUIPMENT (CUSTOMER SUPPLIED) Drilling Tools: 3/8” Power Drill (for drill screws) 3/16” drill bit (for pilot drilling drill screws) Measuring Tools: Tape Measure 4' level Hand Tools: Drift Pin (for aiding hole alignment) Socket & Wrench Sizes 3/8” & ¾” Impact Wrench (pneumatic or electric) Excavating Tools: Spade Type Shovel Equipment to dig foundation...
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FOUNDATION CONCRETE FOUNDATION RECOMMENDATIONS - SHELTER SHOULD BE INSTALLED IN COMPACTED SOIL WITH A BEARING CAPACITY OF 3000PSF. - POST REQUIRES A 2' DIAMETER DRILLED PIER X 5' DEEP. - FOUR 1/2" DIAMETER HEADED STUD ANCHORS MUST BE EMBEDDED 8" WITH 2"...
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STEP 1 BILL OF MATERIAL S185797 (2)- FRAME WLDT S166164 (6)- SCREW- 1/2-13 HHC X 5 1/2" S154069 (12)- WASHER- 1/2" FLAT S189515 (6)- NUT- 1/2-13 NYLOCK * NOTE PLACES THAT DO NOT HAVE SCREW INSTALLED (1) S166164 (2) S154069 (1) S189515 1.1 PLACE FRAME WELDMENTS (2) ON FLAT LEVEL SURFACE WITH DRILLED HOLES IN THE CENTER.
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STEP 2 BILL OF MATERIAL (1) S185800A- COLUMN WLDT- 10FT OR S199082- COLUMN WLDT- 15FT (2) S185801- CHANNEL- BRACE (2) S166164- SCREW- 1/2-13 HHC X 5 1/2" (1) S166164 (4) S154035- SCREW- 1/2-13 HHC X 1 1/2" (1) S189515 (6) S189515- NUT- 1/2-13 NYLOCK (1) S185800A OR S199082 (1) S185801 (1) S154035...
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STEP 3 BILL OF MATERIAL (2) S185798- ANGLE- BRACE (2) S154035- 1/2-13 HHC X 1 1/2" (2) S189515- NUT- 1/2-13 NYLOCK (16) S181886- SCREW- 1/4" X 1 1/4" DRILL (4) S181886 (1) S185798 (1) S154035 (1) S189515 BASE (4) S181886 3.1 ATTACH ANGLE BRACE (2) TO CENTER COLUMN AND FRAME ASSEMBLY.
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STEP 4 4.1 CAREFULLY TIP THE FRAME ASSEMBLY AS SHOWN IN PHOTO. 4.2 ALIGN END OF COLUMN WITH PIER FOUNDATION ANCHORS. STEP 5 5.1 USING A CRANE OR OTHER SIMILAR DEVICE, CAREFULLY LIFT FRAME ASSEMBLY INTO PLACE ALIGNING BOLT PATTERN OF THE COLUMN BASE PLATE WITH PIER FOUNDATION ANCHORS.
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STEP 6 (1) S197159 BILL OF MATERIAL (2) S190007- TUBE- 2" X 16' SWAGED (2) S197159- TUBE- 2" DIA X 96" (4) S181886- SCREW- 1/4" X 1 1/4" DRILL (1) S190007 (2) S181886 STEP 6.1 ASSEMBLE 2" TUBES AS SHOWN ABOVE AND SECURE SWAGE CONNECTION WITH 1/4"...
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STEP 8 STEP 8.1 USING A MAN LIFT OR LADDERS, PLACE ROLLED UP PANEL ON TOP OF FRAME ASSEMBLY. STEP 8.2 USING (5) S192144 AT NOTCH POCKET LOCATIONS, WRAP STRAP AROUND TUBE & FRAME, FEED THRU RATCHET, AND SLIGHTLY TIGHTEN. STEP 8.3 UNROLL PANEL OVER TOP OF FRAME.
AS NECESSARY - PUNCTURES IN THE PANEL CAUSED BY ACCIDENTAL DAMAGE SHOULD BE REPAIRED IMMEDIATELY. CONTACT YOUR LOCAL SIOUX STEEL PRO-TEC DEALER OR MANUFACTURER FOR SERVICE INSTALLATION ADJUSTMENT - THE PANEL ON YOUR LIVESTOCK SHADE MAY RELAX AFTER INSTALLATION. IT IS CRITICAL TO KEEP THE PANEL TAUT (SNUG) OVER THE FRAME TO PREVENT WEAR AND ENSURE LONG LIFE.
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Year 6 = 15% Exclusions specific to Pro-Tec Buildings: Damage or loss of any kind from (1) exposure of the fabric cover or end panel material to any heat source for any length of time; (2) a failure to properly compact and engineer soils; (3) a failure to properly construct footings and foundations; and (4) exposure to conditions in excess of the design wind and snow load specifications.