PRO-TEC SENTRY BUILDING PONY WALL 90' WIDTH FOUNDATION MANUAL

Transcription

1 MANUAL NO KAG REV A PRO-TEC SENTRY BUILDING PONY WALL 90' WIDTH FOUNDATION MANUAL 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

2 Dear Sentry Building Owner, We would like to take this opportunity to thank you for purchasing a SIOUX STEEL PRO-TEC BUILDING. We believe that it will serve you well for many years. The framework uses quality certified structural grade steel tubing. All welded rafter assemblies are powder coated to provide maximum corrosion protection. We believe in providing QUALITY, RELIABILITY, 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 BUILDING dealer or manufacturer. We will be glad to assist you in any way we can. IMPORTANT Improper Site Preparation, Assembly and Maintenance may invalidate warranty and cause unnecessary and costly mistakes. READ MANUAL FIRST If you have any questions, contact your local dealer or Call: Sioux Steel Co. at

3 TABLE OF CONTENTS SAFETY PAGE 3 GENERAL INFORMATION (30 PSF, 40 PSF, & 50 PSF) PAGE 4-6 COMPONENTS PAGE 7 TOOLS & EQUIPMENT PAGE 8 FOUNDATION LAYOUT PAGE 9-11 ANCHOR BOLT INSTALLATION PAGE RATCHET MOUNT INSTALLATION PAGE 14 ANCHOR BOLT INSTALLATION ON INSIDE PAGE 15 FACE OF FOUNDATION END WALL FOUNDATION (IF REQUIRED) PAGE

4 SAFETY Watch for this symbol. It points out important safety precautions. It means Attention Be Alert! DEFINITIONS: CAUTION: Indicates a hazardous situation, which, if not avoided, could result in minor or moderate injury. WARNING: Indicates a hazardous situation, which, if not avoided, could result in death or serious injury. DANGER: Indicates a hazardous situation, which, if not avoided, will result in death or serious injury. When constructing foundation: Use appropriate safety practices during construction of foundation. Hard hats are recommended to prevent injury to head. Gloves and other heavy clothing are recommended to prevent cuts and abrasions to hands and other body parts. Appropriate equipment and proper training in the operation of this equipment, are important factors for the safe construction of foundation. Reading, understanding, and following the instructions in this book are also very important for the safe construction of foundation. Sioux Steel Company includes all reasonable means for accident prevention, except a safe and careful operator. After foundation is complete: Ensure foundation area remains safe prior to erection of building. 3

5 GENERAL INFORMATION (30 PSF SNOW LOAD) 16 FT RAFTER SPACING Foundation for Sentry Building: In all cases, the soil and foundation must be sufficiently stable and deemed suitable to support the forces produced by the structure (listed below). It is recommended that the customer consult a qualified engineer to certify the soil conditions and foundation for their location. Soil and foundation must be able to withstand forces which meet or exceed the structural forces below. MAXIMUM BUILDING REACTIONS AT SERVICE LOADS In. (+X) lbs. Up (+Y) lbs. Down. (-Y) lbs. Induced Moment (ft-lbs) Service Load Out. (-X) lbs. (Z) lbs Dead Load n/a 210 Snow Load Wind Load Building reactions are based on occupancy category I outlined in ASCE 7-05, Table Building reactions are based on a building which is classified as partially enclosed as specified in ASCE 7-05, Section A total of 500 pounds may be suspended from each frame, as long as no single point force exceeds 250 pounds. -Customer should contact their dealer with any requests for other loading scenarios. Site Conditions for Sentry Building: The installation site must be sufficiently level to permit uniform wall assembly on a support foundation. In all cases, the area surrounding the Sentry Building must provide sufficient drainage to prevent soil erosion around the foundation. The structure has been designed to meet 90 mph exposure C wind load and 30 psf ground snow load, for open terrain with obstructions having heights generally less than 30 feet. This terrain must extend upwind for a distance greater than 2600 feet. The building must be positioned at least 20 feet away from existing structures with a higher eave to prevent excessive load from drifting snow. Contact your insurance agent prior to assembly to insure you are covered in case of inadvertent accidents that may occur during erection. NOTE: Sioux Steel Company is not responsible or liable for: - Any damage or failure that may occur due to incorrect erection of building. - Any soil analysis or foundation design, - Substitution of components not specified in the construction manual that lead to damage or failure. - Unstable soil conditions or foundation that lead to structure damage or failure. - Damage caused by leaning sidewalls. - Any modification of design or structure. - Any bodily injury that occurs during the assembly of the building or as a result of modification to the design or improper construction. Z Y X 4

6 GENERAL INFORMATION (40 PSF SNOW LOAD) 12 FT RAFTER SPACING Foundation for Sentry Building: In all cases, the soil and foundation must be sufficiently stable and deemed suitable to support the forces produced by the structure (listed below). It is recommended that the customer consult a qualified engineer to certify the soil conditions and foundation for their location. Soil and foundation must be able to withstand forces which meet or exceed the structural forces below. MAXIMUM BUILDING REACTIONS AT SERVICE LOADS In. (+X) lbs. Up (+Y) lbs. Down. (-Y) lbs. Induced Moment (ft-lbs) Service Load Out. (-X) lbs. (Z) lbs Dead Load n/a 185 Snow Load Wind Load Building reactions are based on occupancy category I outlined in ASCE 7-05, Table Building reactions are based on a building which is classified as partially enclosed as specified in ASCE 7-05, Section A total of 500 pounds may be suspended from each frame, as long as no single point force exceeds 250 pounds. -Customer should contact their dealer with any requests for other loading scenarios. Site Conditions for Sentry Building: The installation site must be sufficiently level to permit uniform wall assembly on a support foundation. In all cases, the area surrounding the Sentry Building must provide sufficient drainage to prevent soil erosion around the foundation. The structure has been designed to meet 90 mph exposure C wind load and 40 psf ground snow load, for open terrain with obstructions having heights generally less than 30 feet. This terrain must extend upwind for a distance greater than 2600 feet. The building must be positioned at least 20 feet away from existing structures with a higher eave to prevent excessive load from drifting snow. Contact your insurance agent prior to assembly to insure you are covered in case of inadvertent accidents that may occur during erection. NOTE: Sioux Steel Company is not responsible or liable for: - Any damage or failure that may occur due to incorrect erection of building. - Any soil analysis or foundation design, - Substitution of components not specified in the construction manual that lead to damage or failure. - Unstable soil conditions or foundation that lead to structure damage or failure. - Damage caused by leaning sidewalls. - Any modification of design or structure. - Any bodily injury that occurs during the assembly of the building or as a result of modification to the design or improper construction. Z Y X 5

7 GENERAL INFORMATION (50 PSF SNOW LOAD) 10 FT RAFTER SPACING Foundation for Sentry Building: In all cases, the soil and foundation must be sufficiently stable and deemed suitable to support the forces produced by the structure (listed below). It is recommended that the customer consult a qualified engineer to certify the soil conditions and foundation for their location. Soil and foundation must be able to withstand forces which meet or exceed the structural forces below. MAXIMUM BUILDING REACTIONS AT SERVICE LOADS In. (+X) lbs. Up (+Y) lbs. Down. (-Y) lbs. Induced Moment (ft-lbs) Service Load Out. (-X) lbs. (Z) lbs Dead Load n/a 210 Snow Load Wind Load Building reactions are based on occupancy category I outlined in ASCE 7-05, Table Building reactions are based on a building which is classified as partially enclosed as specified in ASCE 7-05, Section A total of 500 pounds may be suspended from each frame, as long as no single point force exceeds 250 pounds. -Customer should contact their dealer with any requests for other loading scenarios. Site Conditions for Sentry Building: The installation site must be sufficiently level to permit uniform wall assembly on a support foundation. In all cases, the area surrounding the Sentry Building must provide sufficient drainage to prevent soil erosion around the foundation. The structure has been designed to meet 90 mph exposure C wind load and 50 psf ground snow load, for open terrain with obstructions having heights generally less than 30 feet. This terrain must extend upwind for a distance greater than 2600 feet. The building must be positioned at least 20 feet away from existing structures with a higher eave to prevent excessive load from drifting snow. Contact your insurance agent prior to assembly to insure you are covered in case of inadvertent accidents that may occur during erection. NOTE: Sioux Steel Company is not responsible or liable for: - Any damage or failure that may occur due to incorrect erection of building. - Any soil analysis or foundation design, - Substitution of components not specified in the construction manual that lead to damage or failure. - Unstable soil conditions or foundation that lead to structure damage or failure. - Damage caused by leaning sidewalls. - Any modification of design or structure. - Any bodily injury that occurs during the assembly of the building or as a result of modification to the design or improper construction. Z Y X 6

8 COMPONENTS 1" CENTER OF RAFTER ARROW INDICATES TEM 21/32 4" 7" 8" 2 1/4" 7 3/4" CENTER TEM ARROW INDICATES TEM INSIDE OF WALL CENTER OF RAFTER 2" 21/32 5" 6" 2" 5 5/8" 10 7/16" CORNER TEM 1'-3 1/4" 1'-6 7/8" 1'-8 7/8" CENTER HOLE 1 1/2" 3/4" RATCHET MOUNT TEM 3/4" 17/32 2 1/2" 4 1/4" 5" NOTE: If templates were not ordered, construct out of plywood or other material based off of drawings above. 7

9 TOOLS AND EQUIPMENT (Customer Supplied) Measuring Tools: Transit-recommended String level String line (Long enough for your specific building) 300 Tape measure 4' level Plumb bob Excavating Tools: Spade Type Shovel Equipment to dig foundation. Material: Anchor bolts, 5/8 thread, 70 ksi min. tensile strength, four (4) for each center base plate and five (5) for corner base plate Inside face of foundation anchor bolts, 5/8" thread, 70 ksi min. tensile strength, six (6) for each center base plate (will be used during erection of structure) Anchor bolts, 1/2" thread, 70 ksi min. tensile strength two (2) for each ratchet mount location End Wall if required Anchor bolts, 5/8" thread, 70 ksi min. tensile strength, quantity will vary depending on end wall option 8

10 FOUNDATION LAYOUT (STEP 1) IMPORTANT: These foundation details are suggestions only. Soil conditions vary and should be checked with a qualified engineer. SIOUX STEEL IS NOT RESPONSIBLE FOR THE FOUNDATION DESIGN. IMPORTANT: Other foundation options are available, but must meet the loading requirements as stated on the GENERAL INFORMATION page of this manual. See pages 4-6. Step 1.1 Select a site to place your new Pro-Tec Sentry building and prepare by leveling and grading. See general information on pages 4-6 on site selection. Step 1.2 Stake out two corner posts A & B as shown in diagram below. A B DISTANCE IS EQUAL TO STATED LENGTH OF BUILDING + 4" 9

11 FOUNDATION LAYOUT (STEP 1) (CONT.) Step 1.3 Stake out other two corner posts C & D as shown in diagram below. Step 1.4 Verify diagonal measurements are equal to check squareness. Note: Cover will not fit properly if foundation is not square. Step 1.5 Recheck width measurement shown in diagram below. A B DIAGONAL DISTANCE ARE EQUAL 90' 9/16 TEMS DIAGONAL DISTANCE ARE EQUAL C DISTANCE IS EQUAL TO STATED LENGTH OF BUILDING + 4 D 10

12 FOUNDATION LAYOUT (STEP 1) (CONT.) Step 1.6 String a level line from A to B and C to D corner posts for the length of the building extending past each corner and as close to the ground as possible (6" maximum). Step 1.7 String a level line from A to C and B to D corner posts for the width of the building extending past each corner and as close to the ground as possible (6" maximum). Step 1.8 String a level line 8" in from A to B and C to D corner posts for inside location of foundation. This measurement is critical for installation of center rafters. A STRING LINE TEMS B STRING LINE INSIDE OF FOUNDATION STRING LINE TEMS /16 INSIDE OF FOUNDATION STRING LINE TEMS STRING LINE INSIDE OF FOUNDATION MIN C STRING LINE TEMS D 11

13 Step 2.1 Construct foundation. ANCHOR BOLT INSTALLATION (STEP 2) Step 2.2 Utilizing Corner Templates (192093), install (5) 5/8" anchor bolts (customer supplied) at each corner template location. Verify using diagram below for proper orientation and placement of templates. Leave 2" exposed above the concrete surface. Protect the exposed threads from concrete or damage. NOTE: If templates were not ordered, construct out of plywood or other material based off of drawings on page 7. VERIFY CORRECT ORIENTATION OF ARROWS ON TEMS TEMS INSIDE OF FOUNDATION 90-9/16 OUTSIDE TO TEMS TEMS (4X) CORNER TEM (192093) INSIDE OF FOUNDATION TEMS OUTSIDE TO TEMS DISTANCE IS EQUAL TO STATED LENGTH OF BUILDING

14 ANCHOR BOLT INSTALLATION (STEP 2) (CONT.) Step 2.3 Utilizing Center Templates (192093), install (4) 5/8" anchor bolts (customer supplied) at each arch interval location. Verify using diagram below for proper orientation and placement of templates. Leave 2" exposed above the concrete surface. Protect the exposed threads from concrete or damage. NOTE: If templates were not ordered, construct out of plywood or other material based off of drawings on page 7 NOTE: Arch intervals are based off of desired snow load. See chart below for correct snow load to arch interval. Step 2.4 Recheck all foundation measurements to assure they are maintained. INSIDE OF FOUNDATION 90-9/16 TEMS SNOW LOAD TO ARCH INTERVAL 30 PSF- 16' ARCH INTERVAL 40 PSF- 12' ARCH INTERVAL 50 PSF- 10' ARCH INTERVAL /16 INSIDE OF FOUNDATION MEASURE FROM CENTER OF NOTCH CENTER TEM (192092) VERFIY CORRECT ORIENTATION OF ARROW ON TEM INSIDE OF FOUNDATION 13

15 RATCHET MOUNT INSTALLATION (STEP 3) Step 3.1 Utilizing Ratchet Mount Template (190644), install (2) 1/2" anchor bolts (customer supplied) at each ratchet mount location. See drawing below for proper placement. Leave 2" exposed above the concrete surface. Protect the exposed threads from concrete or damage. NOTE: If templates were not ordered, construct out of plywood or other material based off of drawings on page 7 NOTE: Ratchet mount interval are based off of desired snow load. See chart below for correct snow load to ratchet mount interval. CORNER OF FOUNDATION MEASURE FROM CENTER RATCHET MOUNT TEM (190644) 5" FIRST RATCHET MOUNT LOCATION 8', 6', OR 5' ADDITIONAL RATCHET MOUNT LOCATION INSTALL EVERY 16', 12' OR 10 SNOW LOAD TO RATCHET MOUNT INTERVAL FIRST RATCHET MOUNT 30 PSF- 8' RATCHET MOUNT INTERVAL 40 PSF- 6' RATCHET MOUNT INTERVAL 50 PSF- 5 RATCHET MOUNT INTERVAL ADDITIONAL RATCHET MOUNT 30 PSF- 16' RATCHET MOUNT INTERVAL 40 PSF- 12' RATCHET MOUNT INTERVAL 50 PSF- 10' RATCHET MOUNT INTERVAL 14

16 ANCHOR BOLT INSTALLATION ON INSIDE FACE OF FOUNDATION (STEP 4) Anchor bolts on inside face of foundation will be installed when building is erected. See structural manual instructions. 15

17 END WALL FOUNDATION (IF REQUIRED) BASE TEMS ARROW REPRESENTS WALL 2" 2" 8" 5" 11/16" CENTER OF TOWER 8" 5" CENTER OF TOWER 11/16" 1 1/4" TPL BASE 4 1/2" 7 3/4" 9" 1 1/4" TPL HALF BASE 4 1/2" 6 1/4" ARROW REPRESENTS WALL 2 1/4" 10 1/2" 5 1/4" 8 1/4" CENTER OF TOWER 11/16" 1 1/4" TPL BASE 4 1/2" 7 3/4" 9" 16

18 END WALL FOUNDATION (IF REQUIRED) INSTRUCTIONS Step 1 Select End Wall Foundation layout drawing from following pages. Step 2 Construct necessary Base Plate Templates from previous page out of wood or other material. Step 3 Layout and construct desired foundation. Step 4 Utilizing Base Plate Templates install 5/8" anchor bolts (customer supplied) at each tower location. See correct End Wall Foundation layout on following pages for proper placement. Leave 2" exposed above the concrete surface. Protect the exposed threads from concrete or damage. 17

19 END WALL FOUNDATION (IF REQUIRED) SOLID END WALL FOUNDATION 9" 17'-2 1/4" TPL BASE 10 1/2" OUTSIDE OF WALL 35'-5 3/4" 9" TPL BASE ARROW INDICATES OUTSIDE OF WALL 53'-9 3/4" 72'-1 1/4" 90'-9/16" OUTSIDE TO TEMS 9" TPL BASE OUTSIDE OF WALL 9" TPL BASE 10 1/2" OUTSIDE OF WALL 18

20 END WALL FOUNDATION (IF REQUIRED) 18' DOOR END WALL FOUNDATION 9" 17'-1 3/4" TPL BASE 10 1/2" OUTSIDE OF WALL 35'-5 3/4" 6 1/4" TPL HALF BASE ARROW INDICATES WALL 54'- 1/2" 72'-1 3/4" 90' 9/16" OUTSIDE TO TEMS 6 1/4" TPL HALF BASE OUTSIDE OF WALL 9" OUTSIDE OF WALL TPL BASE 10 1/2" 19

21 END WALL FOUNDATION (IF REQUIRED) 2-18' DOORS END WALL FOUNDATION 6 1/4" 17'-1 3/4" TPL HALF BASE OUTSIDE OF WALL 35'-8 1/2" 6 1/4" 53'-9 3/4" TPL HALF BASE 72'-4 1/2" ARROW INDICATES WALL 90'-9/16" OUTSIDE TO TEMS 6 1/4" TPL HALF BASE OUTSIDE OF WALL 6 1/4" TPL HALF BASE OUTSIDE OF WALL 20