DANGER. Falling Panels, Bracing or Hardware Can Cause Property Damage, Severe Injury or Death.

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1 DANGER Falling Panels, Bracing or Hardware Can Cause Property Damage, Severe Injury or Death. e Warning Do not weld or modify products. Warning Warning Do not substitute products or interchange components from other manufacturers. Do not use non-authorized drill-in anchors as lifting or brace connections that have not been tested and approved by Meadow-Burke Engineering. Warning Do not use damaged or worn products. Warning Do not climb on or ride panels during erection. Warning Do not alter rigging, reinforcing steel or strongbacks. Warning Do not deviate from the information shown on the drawings without notifying Meadow-Burke Engineering. NOTICE OF COPYRIGHT

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3 TILT-UP ENGINEERING GENERAL NOTES Meadow-Burke warrants that the details attached are accurate and appropriate for the use for which they are intended, which is limited to the lifting and bracing of the tilt-up panels described therein. The information upon which said details are based was furnished to Meadow-Burke by (customer) and Meadow-Burke has relied upon the accuracy of that information. Meadow-Burke Engineering accepts no responsibility for any deviations from said details, any errors in such information provided to them by the customer, workmanship in the field, field conditions, or for items used by the customer that were not supplied by Meadow-Burke. 2. All panels are detailed, inside face up outside face up other (see details), unless noted otherwise on the details. No openings shall be placed in the panels except for those shown on these drawings. All panel dimensions shown on these drawings are for purposes of calculation only and should be checked and confirmed by the contractor before using them for construction purposes. The contractor must review plans and specifications in the Tilt-up Engineering General Notes and drawings to ensure that the panel dimensions are correct before casting any panels. 3. All reinforcing steel and/or strongbacks shown on these drawings is required to resist the erection stresses and shall be installed as indicated. It has been assumed that sufficient reinforcing has been provided by the customer to prevent shrinkage cracks. All required reinforcing shall be ASTM, A615 Intermediate Grade 60 [Fs = 30,000 p.s.i. for erection stresses only short term] unless otherwise noted. All required reinforcing steel shown or noted on these drawings shall be used in conjunction with the reinforcing steel shown or noted in the contract drawings dated. "Contract drawings" refers to documents furnished to Meadow-Burke Engineering by the customer for the purpose of detailing for erection the tilt-up wall panels. TOTAL REQD ERECTION REINFORCING means: The total minimum reinforcing steel required to resist the erection stresses. Place existing structural reinforcing and/or add reinforcing to provide the minimum reinforcing as indicated in the parenthesis ( ) on the left side of the reinforcing steel call-out. It is not necessary to add reinforcing unless the existing structural reinforcing does not equal this minimum requirement (bar size, clearance, length, and location). When accurate structural reinforcing details have been provided to Meadow-Burke, the estimated number of additional reinforcing bars that must be added to the existing structural reinforcing steel to equal the minimum erection requirement, will be indicated in the brackets [ ] on the right side of the reinforcing steel call-out. This is an estimate only, it is still the customer s responsibility to coordinate the structural reinforcing steel requirements with the total erection reinforcing steel requirements, to insure that the total required erection reinforcing has been placed as shown on the panel details prior to casting the panels. When accurate structural reinforcing details have not been provided to Meadow-Burke, the estimated number of reinforcing bars to be added in addition to the structural reinforcing will not be shown. Unless otherwise indicated on the panel details, the "CLEAR" dimension indicated in the reinforcing callout refers to the clearance from the main reinforcing bar to the face of the deepest reveal, texture or recessed area that the reinforcing bar crosses. See example section below. Number in ( ) references the total number of reinforcing bars required at the face indicated. TOTAL REQD ERECTION REINFORCING # 6 Ø X 14' - 6" LONG GRADE 60 ( 2 ) 3/4" CLEAR BOTTOM FACE [ 2 ] ( 3 ) 1 1/2" CLEAR TOP FACE [ 1 ] ESTIMATED QUANTITY TO ADD Aggregate or Texture 1 1/2" Clear Reveal Number in [ ] references the estimated number of bars that need to be added to the existing structural reinforcing to equal the total number required for erection purpose as shown in ( ) at left. When TIES are indicated, the clearance to the TIE is the clearance to the main reinforcing bar minus the TIE diameter. D + 3/4" Clear D R 3/4" Clear R + 3/4" Clear 4. Stress analysis for erection requires two separate concrete strength tests. THE CONCRETE MUST ATTAIN A MINIMUM COMPRESSIVE STRENGTH AND A MINIMUM MODULUS OF RUPTURE PRIOR TO THE PANELS BEING LIFTED. a. Required minimum modulus of rupture = p.s.i. prior to erection as determined by ASTM C78 standard beam test for flexural strength. b. Required minimum compressive strength = p.s.i. prior to erection as determined by ASTM C39 standard cylinder test for compressive strength. The embedment strength of the lifting anchors is primarily related to the concrete compressive strength and the ability of the concrete to resist cracking during panel rotation is related to the modulus of rupture strength. ATTAINING THE REQUIRED COMPRESSIVE STRENGTH DOES NOT NECESSARILY ENSURE THAT THE REQUIRED MODULUS OF RUPTURE HAS BEEN ATTAINED OR THAT THE CONCRETE TILT-UP PANELS CAN BE LIFTED WITHOUT CRACKING. The minimum required modulus of rupture strength must also be attained prior to lifting any panel. Characteristics of the concrete such as coarse aggregate, particle shape, surface texture, the mineralogical composition of the coarse aggregate, the ratio of coarse aggregate to fine aggregate, etc. will have a more pronounced effect upon the modulus of rupture than the compressive strength of the concrete. The modulus of rupture beam and compressive strength cylinder test specimens shall remain in the field with the panels and receive the same curing treatment. If past field test data is available which correlates the modulus of rupture and the compressive strength of the specific concrete mix, the compressive strength test data may be used as a guide to predict the modulus of rupture of the concrete. Past correlation tests shall not be used as a substitute for the required strength tests. If the modulus of rupture strength cannot be attained by the time you wish to lift the panels, advise Meadow-Burke Engineering of the actual modulus of rupture that likely will be attained at the time you wish to lift, but contact them before you cast the inserts. Meadow MEADOW BURKE Burke ENGINEERING Engineering Sheet GN1

4 NO CHANGES SHALL BE MADE IN ANY ENGINEERING SPECIFICATION, STANDARD OR REQUIREMENT WITHOUT THE WRITTEN PERMISSION OF MEADOW-BURKE ENGINEERING. DO NOT SUBSTITUTE ANY ITEM DESCRIBED IN THE ENGINEERING GENERAL NOTES OR DRAWINGS WITHOUT PRIOR WRITTEN PERMISSION FROM MEADOW-BURKE ENGINEERING. B SECTION A A SECTION B 313 MEADOW BURKE ENGINEERING

5 MEADOW BURKE ENGINEERING 313 PANEL DETAIL LAYOUT KEY BRACE LOAD: DEADM AN LOAD: See Bracing General Notes on sheet GNB7 for deadman sizing information. BRACE ANGLE: M AX. SPACING: See Bracing General Notes on sheets GNB1 thru GNB6 for additional information. Upper Title Block Lower Title Block MEADOW BURKE ENGINEERING SYMBOL LEGEND LOWER TITLE BLOCK: MINIMUM SLING LENGTHS: See sheet GN5 for additional rigging information. MAJOR SPREADER BAR: See sheet GN5 for additional rigging information. RIGHT M INOR SPREADER BAR: See sheet GN5 for additional rigging information. LEFT M INOR SPREADER BAR: See sheet GN5 for additional rigging information. SEE SPECIAL DETAILS: CGX: CGY: CLY: P: AREA: VOLUME: WEIGHT:

6 ENGINEERING MEADOW BURKE 3.13 Super Lift III Super Lift II FIGURE 1 FIGURE 2 FIGURE 3 FIGURE 4

7 MEADOW BURKE ENGINEERING 2 x 1 HIGH RIGGING 2 x 4 HIGH RIGGING x 1 HIGH RIGGING 4 x 1 HIGH RIGGING 4 x 2 HIGH RIGGING - Type 1 4 x 4 HIGH RIGGING - Type 1 2 x 2 HIGH RIGGING 4 x 2 HIGH RIGGING - Type 2. NOTE: See panel details for required minimum sling lengths. 4 x 4 HIGH RIGGING - Type 2 Important: Do Not Use when panel requires staggered insert locations.

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9 MEADOW BURKE 1 ENGINEERING Meadow-Burke does not recommend the use of any type inserts other than those specified for attaching tilt-up braces and assumes no responsibility if used. The floor slab has not been checked or designed by Meadow- Burke.

10 W n = Actual Width of Panel Applied to Each Brace 33 MEADOW BURKE ENGINEERING

11 Brace Table Legend This brace spacing table has been designed for an ultimate 84 mph wind with a 1 year mean recurrence interval. The table should be used in conjunction with the notes and recommendations shown in the Brace Design Notes, sheets GNB1, GNB2 and GNB5. S FF = Maximum brace spacing for a panel with a height below floor (or top of deadman when used) equal to "FF" feet. [ie., the S 0 column yields the maximum spacing for a panel with no height below floor, the S 2 column yields the maximum spacing for a panel with a 2 foot maximum height below floor, etc.] All dimensions are shown in units of feet. Always round the dimensions for the panel height below floor and the panel height above floor, to the next larger chart value. Reference brace detail on Brace Design Notes, sheet GNB V X V X S0 S2 S4 S6 V X S0 S2 S4 S6 S0 S2 S4 S6 V X L S0 S2 S4 S6 H Install. Dims. with 10' Extension L = 32.00' H= V= SUPER 22 Height of panel above floor or top of deadman when used. Brace insert location on face of panel above floor or top of deadman if used. S0 S2 S4 S6 H V X Install. Dims. with 5' Extension L = 27.00' X= L= Horizontal dimension to floor brace insert from the face of the panel where the wall brace inserts are located. Brace length for given V and X. WARNING Some braces may not be available at all distribution locations. Always check with your local distributor for brace availability prior to casting inserts in floor slab or wall panels. Install. Dims. without Extension L = 22.0' Install. Dims. L = 17.00' SUPER 17 H Install. Dims. 814HD BRACE Tilt-up Brace Spacing Table A Sheet GNB3

12 Brace Table Legend This brace spacing table has been designed for an ultimate 84 mph wind with a 1 year mean recurrence interval. The table should be used in conjunction with the notes and recommendations shown in the Brace Design Notes, sheets GNB1, GNB2, and GNB5. S FF = Maximum brace spacing for a panel with a height below floor (or top of deadman when used) equal to "FF" feet. [ie., the S 0 column yields the maximum spacing for a panel with no height below floor, the S 2 column yields the maximum spacing for a panel with a 2 foot maximum height below floor, etc.] X= Horizontal dimension to floor brace insert from the face of the panel where the wall brace inserts are located L= Brace length for given V and X H V X Installation Dimensions All dimensions are shown in units of feet. Always round the dimensions for the panel height below floor and the panel height above floor, to the next larger chart value. Reference brace detail on Brace Design Notes, sheet GNB1. S0 S2 S4 S6 V X S0 S2 S4 S6 V X S0 S2 S4 S6 with 10' Ext.+10' Ext. L =52.00' Installation Dimensions with 10' Extension L =42.00' SUPER 32 Installation Dimensions Tilt-up Brace Spacing Table B 2013 H= V= Height of panel above floor or top of deadman when used. Brace insert location on face of panel above floor or top of deadman if used. with 5' Extension L =37.00' V X Installation Dimensions S0 S2 S4 S6 without Extentions L =32.00' H Sheet GNB4 WARNING: Some braces may not be available at all distribution locations. Always check with your local distributor for brace availability prior to casting inserts in floor slab or wall panels

13 Typical Panel Example Determine panel height above floor, H, and panel height below floor, FF. Determine brace insert locations V and X Determine brace length L. Determine maximum brace spacing, S FF Determine the minimum number of braces required per panel number Determine the horizontal brace insert locations. 528 MEADOW BURKE ENGINEERING 133

14 H V X S0 S2 S4 S6 V X S0 S2 S4 S6 Brace Table Legend This brace spacing table has been designed for an ultimae 84 mph wind with a 1 year mean recurrence interval. The table should be used in conjunction with the notes and recommendations shown in the Brace Design Notes, sheets GNB1, GNB2, and GNB5. Note values shown require braces to be attached to Badgers or a 6" thick x 3,000 psi slab with an MB Brace Bolt. S FF = Maximum brace spacing for a panel with a height below floor (or top of deadman when used) equal to "FF" feet. [ie., the S 0 column yields the maximum spacing for a panel with no height below floor, the S 2 column yields the maximum spacing for a panel with a 2 foot maximum height below floor, etc.] All dimensions are shown in units of feet. Always round the dimensions for the panel height below floor and the panel height above floor, to the next larger chart value. Reference brace detail on Brace Design Notes, sheet GNB1. H= V= X= L= Height of panel above floor or top of deadman when used. Brace insert location on face of panel above floor or top of deadman if used. Horizontal dimension to floor brace insert from the face of the panel where the wall brace inserts are located. Brace length for given V and X. Install. Dims. SUPER 52 L=52.00' Install. Dims. SUPER 42 L=42.00' Tilt-up Brace Spacing Table C 2013 WARNING: Some braces may not be available at all distribution locations. Always check with your local distributor for brace availability prior to casting inserts in floor slab or wall panels. Sheet GNB

15 Cylindrical Deadman 13 Warning: MEADOW BURKE ENGINEERING 133

16 WARNING Some braces may not be available at all distribution locations. Always check with your local distributor for brace availability prior to casting inserts in floor slab or wall panels. Brace Table Legend All dimensions are shown in units of feet. Always round the dimensions for the panel height below floor and the panel height above floor, to the next larger chart value. Reference brace detail on Brace Design Notes, sheet GNB1. This brace spacing table has been designed for an ultimate 84 mph wind with a 1 year mean recurrence interval. The table should be used in conjunction with the notes and recommendations shown in the Brace Design Notes, sheets GNB1, GNB2 and GNB H V X L Install. Dims. S0 S2 S4 S6 BIG "G" H= V= With Knee Brace Without Knee Brace Height of panel above floor or top of deadman when used. Brace insert location on face of panel above floor or top of deadman if used. S0 S2 S4 S6 H V X L Install. Dims. X= L= S FF = Maximum brace spacing for a panel with a height below floor (or top of deadman when used) equal to "FF" feet. [ie., the S 0 column yields the maximum spacing for a panel with no height below floor, the S 2 column yields the maximum spacing for a panel with a 2 foot maximum height below floor, etc.] "B', "C" & "D" V X L S0 S2 S4 S6 S0 S2 S4 S6 Without Knee Brace Horizontal dimension to floor brace insert from the face of the panel where the wall brace inserts are located. Brace length for given V and X. Install. Dims. LITTLE "G" Tilt-up Brace Spacing Table D 2013 Sheet GNB

17 MB Brace Badger 13 Helical Ground Anchor System ALL INSTALLATION REQUIREMENTS torque of 2,200 ft-lbs SAFETY NOTES MEADOW BURKE ENGINEERING 133

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19 If you are reading this... You should be a TCA member. In the Tilt-Up industry, there is only one way to network with the industry s leading professionals, gain access to valuable marketing and technical information as well as attend educational seminars to increase your knowledge join the Tilt-Up Concrete Association (TCA)! Join the TCA today for the following benefits: Discounts on educational seminars and the TCA Convention Access to the TCA Achievement Awards program Access to technical and marketing literature to grow your business Networking opportunities with industry leaders Tilt-Up Today delivered free on a quarterly basis Company contact information included on our online member directory Access to members only portion of

20 MEMBERSHIP APPLICATION Join the Tilt-Up Concrete Association and help expand this industry while building your business. You have our support! Company: Ship to Address: Bill to Address (if different than above): City: State: Zip: Country: Phone: ( _) - - Fax: ( ) - - Website: Authorized by: Date: VISA MasterCard Am Ex Credit Card #: Name On Card: Exp. Date: CVC #: Note: Dues can be paid by check. All funds must be in U.S. Currency. TCA Designated Contact (Primary): Name: Title: Additional Contacts (Add more sheets as necessary): Name: Title: Name: Title: Name: Title: Name: Title: Global Associate.. $1,100 Contractor.. $750 Local Associate 2... $600 Professional Engineering Firm 3... $500 List States of License: Developer/Owner. $500 Annual Dues 1 : Please Check One Professional Architectural Firm 3... $500 List States of License: Consultant 4 $500 Sustaining Member 5 $2000 Educator $75 Specialty Trade 6 $500 Notes: 1 Member dues extend from Jan. 1 - Dec. 31. Dues are prorated on a quarterly basis through the first half of the year. 2 Local Associate is defined as distributing in home state and any adjoining states only. 3 Professional Firm is defined as a State- or Province-licensed firm to practice engineering or architecture. 4 Consultant is defined as a provider of professional services or expertise that is not a licensed engineer or architect. 5 Sustaining Member is a member of any aforementioned category wanting to identify a higher level of commitment to the Tilt-Up industry..dues contribute to the Student Design Competition, Code Research & other initiatives. 6 Specialty Trade is a category of membership for trades other than concrete that frequent Tilt-Up projects.. MAIL OR FAX THIS APPLICATION FORM TODAY! Tilt-Up Concrete Association P.O. Box 204, Mount Vernon, Iowa Ph: Fax: REGISTER Online

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