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CC-11-586t a • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 LA) 11\ .)&S No. BUILDING 11 - wALL. .st-1 oP PERMIT APPLICATION FBC 20 RECEIVED AUG 2 3,, 2011 BY: .Qv er Master Permit No. G G 6 I — 5 & Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): bate ri (i iVeraie Tr Phone #: 3 o5'4ze ( -30ss0 Address: 11 3t , /t/ (; 271 Avea4,42. City: ,M. , "e, NI 1• Sip pr.05 State: PL Tenant/Lessee Name: Sq wt Email: 10 i otwokr45 got/ JOB ADDRESS: (13 OO no C 1'6" A ve,u.e City: Miami Shores County: Miami Dade Zip: 33 1 6 Folio/Parcel #: l l- Z (3 6 Q o o P 0 9 0 Is the Building Historically Designated: Yes NO Flood Zone: Zip: 3 ?j l 6 Phone #: 5 4 s+/1 e- CONTRACTOR: Company Name: /4 0 55 4- ,45 5 r i 0, re5 1 1. c. f Phone #: 5 �l - 7 �ci° St"l U Address: 2.1 of `V. AA. rzt.,.$ .mot V10- AAL/L 5vr-re 3©0 City: o(r iv v de r1 o te. State: r( Zip: 3 3 3 / Qualifier Name: L,. V1' r 1 t i /I',,i 'WO aryl rk Phone #: q s (4- 4/0- S o /7 State Certification or Registration #: C6. L 15 0 WO ' 7 Certificate of Competency #: Contact Phone #: q S4 - Lilo-5091 Email Address: 5 tve,e4,,,t,R g M OS 5 em 111_, (r' /y1 DESIGNER: Architect/Engineer: Z., a4,svn,/ 0.e 4150/ — A,vd f 544 i ` r ki Phone #: 7(.73-(TO 7_ Z-32 Z Value of Work for this Permit: $ i 771 Si 00 000 = Square/Linear Footage of Work: 7 2140 c) Type of Work: ❑Addition ❑Alteration UNew ❑Repair/Replace ❑Demolition 11 Op De4 LiAq l $ An p pr a,...,(4,4-5 + Puts- Ll(=iy v� S'`Sre .44 3 Description of Work: Fi edc11 r; L r .,'r`rererr��q a, . QPTAe1'.. $c�c$:4cge4e�etk** *** $k4c***,,•s••• Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $6 6 v 4- b C, ~ .1 ?' -I% Cr' n TOTAL FEE NOW DUE $ 0IV ***********Fees******************************************** 3.X &. Bonding Company's Name (if applicable) • • Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,` i16`'' , 20 f( , by 0. J�dc a i �j. who is personall to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: 3 The foregoing instrument was acknowledged before me this 015 day of / , 20 0 � , by g / terry i jerrj who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY 113,4 x/-2.3111 (Revised 07 /10 /07XRevised 06 /10/2009XRevised 3/15/09) Plans Examiner Structural Review ires: MICHELLE A. ALLEY Notary Public - State 01 Florida: • = My Comm. Expires Jul 6, 2014 ' Commission # DD 972411 Zoning Clerk Barry University Residence Hall 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F: 954.524.5677 CAPNONDESIGN Baltimore • Boston • Buffalo • Calgary • Chicago Houston • Los Angeles • Mumbai ■ New York • Phoenix St. Louis • San Francisco ■ Shanghai • Toronto Vancouver • Victoria • Washington DC T. BEARING ANGLE 6 "x1/2" 1/S0410, TYP. OORDINATE EMBED IT WALL CONN. WITH DITIONS. PLAN AT BP -1 ET - ISSUED 05.10.11 E.B. #0000 MARK JO SON, P.E. #51983, SECB 951 Yamato Road, Suite 205 (P)(561) 982-8999‘(F)(561/ 982 -8899 EMAIL: mark @johnsonstructural.com WWW.JOHNSONSTRUCTURAL.COM COPYRIGHT ® 2011, JOHNSON STRUCTURAL GROUP, INC. AS SHOWN 08/01/11 Drawing Title: PLATE DETAILS P -55 'H R-61, BP -1, BP -3 Issue Date: 05 -10 -2011 Project No.: JSG #11011 Checked by: M.J. NEW SHEET Drawn by: D.C. /S.G. S0619 © Cannon Design 2011 a FIELD COPY [HIS MUST BE ON JOB AT TIME OF INSPECTION /'C .JV 1,.0 4 / AUG 1 - 2011 ag'5 Miami Shores Vill.. e APPROVED ZONING DEPT BLDG DEPT �-� SUBJECT T'. COMPLIANCE STATE D COUNTY e----.. .21. BY A DATE IN= WI - ALL FEDERAL RULES AND REGULATIONS P --\ - AUG o 2 2011 11300 NE 2 AW DS FLO c — NEL-,3 rrfla0 Norman Bruhn From: Norman Bruhn Sent: Monday, August 22, 2011 9:11 AM To: 'Sherry Werner' Cc: 'tlarabell @mossemail.com' Subject: Tilt up shop drawings Sherry, The new shop drawings submitted have 2 pages numbered the same, S0605 and 50606. Please identify the one to be utilized and void the other. The 11" x 17" sheets are too small to read, please provide at a convenient scale. The approvals must be complete without exceptions (Cannon) and must note the plans being approved by the drawing number and dates on plans. Showing approval to submittal number does not identify the item being approved. I am still waiting for the phone call from Johnson Structural to explain why the shop drawings are not complete and do not include the required reinforcement to safely lift the panels. Please let me know when these items are corrected so we can get the plans approved for you as quickly as possible. Norman Bruhn Building Dept. Director Miami Shores Village Ph 305 - 795 -2204 Fax 305 - 756 -8972 BruhnNaMiamiShoresVillade.com 1 lvtiami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No) 1 " .7 5 t'na 7' ) Job Name_ Date, /t. SZQ__ JJ ��, ac's r /g F1 g& STRUCTURAL CRITIQUE � SHEET 0 1"ker4 Ore Sheet na.0S a6 (, s - f� ie e �e one . sot/147e Am- ok rift) I; re o i q r b'/ t?,: 0..env Co,,?r s Cflp prior i6 S4‘ ity I l'aau; ldr /r) Ceps'. CANIONDESIGN AUG 2 u 2u11 SUBMITTAL IDENTIFICATION SHEET To be completed by Contractor /CM Project Name /Address /Number Barry University Residence Hall 11300 NE 2nd Ave Miami Shores, FL 33161 Cannon Design Project No. 03617.00 Owner Barry University Architect / Engineer Cannon Design Submitted By Charlie Amdall Contractor / CM Submittal No. 000143 Drawing / Detail Reference S0100 Manufacturer / Supplier Burke Priority: ❑ Critical Cannon Design Submittal No. 037513 -001 Specification Section/ Paragraph 03 75 13 - Tilt -Up Concrete Item / Product ID Brace & Lift System Required Date: August 24, 2011 Remarks or Deviations Contractor / CM Certification (submittals not certified will be returned without review) CITY COPY To be completed by Reviewer Cannon Design Submittal Number and Received Date Submittal# 037513 -001 Cannon Design Requirements for Submission to Cannon Design Shop Drawings: Product Data: Samples: X A No Exceptions Taken No further review of submittal is required. ❑ B. Make Correction Noted Incorporate corrections in work; resubmission is not required unless otherwise noted. Revise and Resubmit Revise as noted, and resubmit for further review. ❑ D. Rejected Submittal not in compliance with Contract Documents. ❑ E. For Record Only Received for record purposes only. ❑ c. Review is for conformance with the design concept of this project and for general compliance with contract documents. Contractor is responsible for quantities, dimensions and compliance with contract documents and for information that pertains to fabrication processes, construction techniques and coordination of this work with all trades which will be affected thereby. This review is null and void I/ submittal deviates from contract documents and does not indicate or note deviations. A/E Comments SUBMITTAL RECIEVED FOR RECORD ONLY. COURTESY REVIEW CONDUCTED FOR COORDINATION WITH ARCHITECTURAL SCOPE OF WORK. C. Amdall August 18, 2011 P. Mendola Reviewed by Date Reviewed by 08.23.11 Date 08/08 Mess Moss & Associates, LLC 2101 N Andrews Avenue 300 Ft Lauderdale FL 33311 TRANSMITTAL Na 000017 PROJECT: Barry University Residence Hall TO: Cannon Design 2170 Whitehaven Road Grand Island NY 14072 ATTN: Peter Mendola DATE: 08/18/2011 RE: Burke Anchor and Lift Plan JOB: 2010023 WE ARE SENDING: Shop Drawings SUBMITTED FOR: Approval ACTION TAKEN: n Approved as Submitted Letter 1 I Your Use I I Approved as Noted 1 Prints n As Requested n Retumed After Loan 1 Change Order ( Review and Comment I I Resubmit I Plans Submit Samples SENT VIA: nAttached __, Separate Cover Retumed I I Retumed for Corrections Specifications n Other: ,/ Due Date: 07/22/2011 Other. Line Item Package Code Rev. Qty Date Description Status 1 Submittal REMARKS: CC: 000143 1 1 08/18/2011 Burke Anchor and Lift Plan Signed: Open Charlie Amdall CONSTRUCTION MANAGER MOSS & ASSOCIATES, LLC Barry University Residence Hall — Job No. 2010023 Submittal No. 000143 Reviewed nReviewed as Noted T7Reviewed as Noted — Resubmit n Not Approved — Resubmit Review of this submittal is for general conformance with contract requirements. Subcontractor/Vendor is responsible for dimensions, quantities, & coordination with other trades. Approval does not relieve Subcontractor/Vendor of his responsibilities to fully comply with the contract documents. By: C. Arndall Date: 8/18/2011 Sheet Number & Da e GN 1 - 1/3/2011 GN2 - 1/3/2011 GN3 - 1/3/2011 GN4 - 1/3/2011 GN5 - 1/3/2011 GN6 - 1/3/2011 GNB1 - 1/3/2011 GNB2 - 1/3/2011 GNB3 - 1/3/2011 G N B4 - 1/3/2011 GNB5 - 1/3/2011 GNB6 - 1/3/2011 GNB7 - 1/3/2011 GNB8 - 1/3/2011 GNB9 - 1/3/2011 GNB10 - 1/3/2011 1 - 7/20/2011 2 - 7/20/2011 3 - 7/20/2011 4 - 7/20/2011 5 - 7/20/2011 6 - 7/20/2011 7 - 7/20/2011 8 - 7/20/2011 9 - 7/20/2011 10 - 7/20/2011 11 - 7/20/2011 12 - 7/20/2011 13 - 7/20/2011 Sheet Number & Date 14 - 7/20/2011 15 - 7/20/2011 16 - 8/23/2011 17 - 7/20/2011 18 - 7/20/2011 19 - 8/23/2011 20 - 7/20/2011 21 - 7/20/2011 22 - 7/20/2011 23 - 7/20/2011 24 - 7/20/2011 25 - 7/20/2011 26 - 7/20/2011 27 - 7/20/2011 28 - 7/20/2011 29 - 7/20/2011 30 - 7/20/2011 31 - 7/20/2011 32 - 7/20/2011 33 - 7/20/2011 34 - 7/20/2011 35 - 7/20/2011 36 - 7/20/2011 37 - 7/20/2011 38 - 7/20/2011 39 - 7/20/2011 40 - 7/20/2011 41 - 7/20/2011 42 - 8/22/2011 43 - 8/19/2011 Sheet Number & Date 44 - 8/19/2011 45 - 8/19/2011 46 - 7/20/2011 47 - 7/20/2011 48 - 7/20/2011 49 - 7/20/2011 50 - 8/19/2011 51 - 8/19/2011 BP -1 - 7/20/2011 BP -2, BP-4 - 7/20/2011 BP -3 - 7/20/2011 SP4RB - 7/20/2011 R6 - 7/20/2011 F - 7/20/2011 MEADDW BURKE ENGINEERING 531 S. US Highway 301 W Tampa, Florida 33619 • 877 518 -7665 • It is the customer's responsibility to verity that all dimensions shown in this booklet are correct before using the dimensions for construction. See enclosed general notes. Warning: Improper, careless and /or haphazard use of products listed in this catalog can expose workers to extreme danger, injury and death. If uncertain about installation or use of any of these products, contact the manufacturer's Sales Office or Technical Department for explanations and /or recommendations. Negligence, in seeking clarifica- tion, may result in serious aftermath. The White Cap Companies accept no liability in the use of these products. Use at your own risk. www.whitecap.net PROJECT: BARRY UNIVERSITY LOCATION: NORTH MIAMI, FL CUSTOMER: WOODLAND CONCTRUCTION SALESPERSON: BILL RODGERS JOB NUMBER: TAM-6903 -FLD © 2008 White Cap Construction Supply, an HD Supply Company The Rapid -Lok Connection Plate System Generation 11 The MB Stud Extender is designed as an adjustable height support chair for embed /weld plates. Customized Versatility The Bearing Angle and Bearing Corbel The Rapid -Lok Structural Connection System reduces the expensive welding process inherent on nearly all Tilt -up projects. Save thousands of dollars when you use Meadow Burke's Rapid -Lok Connection System. • The ability to stack cast panels • Install the Rapid -Lok Embed Plate as you would any other embed weld plate. • Prior to lifting the precast element, simply slide the Rapid-Lok Bearing Angle into the Rapid -Lok Embed Plate. No welding or bolting rec,. d • Eliminates protruding features such as: ledgers, haunches and corbels J1ZR MeadowBurke PROJECT COVER SHEET AND ERECTION PLAN PROJECT: BARRY UNIVERSITY CONTRACTOR WOODLAND CONCTRUCTION JOB NUMBER: TAM- 6903 -FLD The documents listed below have been designed and produced under the direct supervision and control of a registered professional engineer. The seal and signature of the registered engineer in responsible charge is affixed below. The seal on this cover sheet applies only to the original copies of the document listed. All revisions or additions to these documents produced and approved by a professional engineer shall bear a separate seal and signature of the responsible engineer indicating the date of the changes, signature and seal. The original documents as designed and any revisions to the original documents are retained by the undersigned professional engineer. Reproduction of and changes to copies of the original documents by others are beyond the professional engineer's control. The undersigned professional engineer will not be responsible for any subsequent changes made to copies of the original documents. The contractor shall furnish and have available on the jobsite a panel layout detailing the position of the panels to be cast. This panel booklet serves as the lifting and erection plans and procedures. These panels are designed to be lifted independently of one another with no specific order U.N.O. It is the responsibility of others to size crane and equipment and locate the crane lifting position during erection. See enclosed General Notes GN2. DOCUMENT SHEET NUMBERS Tilt -up General Notes Bracing General Notes Panel Detail Sheets ,011111///// p,,-- sDATE y 6 #�p O * m GNl thru GN6 1/03/11 GNB1 thru GNB9 1/03/11 1 -51, SP4RB, R6, F 7/20/11 = /!� ONAt. PROJECT DESIGN NOTES //IIIIIIIII\ All panels are detailed INSIDE face up unless otherwise noted on the panel details. All reinforcing steel shown or noted on these drawings shall be used in conjunction with the reinforce g steel shown or noted in the contract drawings dated 5/10/11. Bracing design uses a minimum construction period wind speed of 72 mph with Exposure C as recommended by the Tilt -up Concrete Association. Concrete Density = 145 pcf Minimum Concrete Strength Required at Time of Lift: Compressive Strength = 2500 psi Modulus of Rupture = 500 psi Maximum Slingseguired on Protect: Note: See panel details for quantity and actual sling lengths required. 1 High Major = 24 ft. 2 High 1aj40: ft.;: 4High Major = 57 ft. Upper Minor = 38 ft. Lower Minor = 38 ft. Maximum Spreader Bar Length0 Required on Rroiect: Major Bar = 21 ft. Minor Bar = i fi.' "dree panel- details for actual spreader bar dimensions required. L ' ght, =.46.92. ft. Maximum Panel Weight =108 87 MeadowBurke Engineering Maximum Panel Width = 33.54 ft. Phone: (877) 518 -7665 Fax: (813) 247-1424 O REVISE AND RESUBMIT o REVIEWED (See Explanation) Corrections or corn _nts made on equif ,. ent submittals or shoo d.Niricls during this review .. I not relieve con- tractcff •f;P`T.!P.', ,-_Oplartce with reqt ' ements of the draw- . ino :.'7,--1.: :.(77:'6z7V(I.F., This. ::... k is only for review of genc ..,. • ..._:-,...7.,'.Thr:.c.-, ith the: :lesork concept of the ..,..• . .f..=c, wfln t'le infolinatior, li wen f... .....:,:: Am5. .5.... ThP controctof is r-0.. pc:risible f r CO!l'irFri:.:: -..•'e ,.:211.;.35,,inci ail qe‘atliltier" znd i..71rnen- sions; F,,,,,ii,.. ,::.4'.....i., i.Dro,..-..i..nse.:.:.1 ,5- •, tc..cl.-vn:q4...s of his ...vork ' u i that of all other trades arid r el-forMing his work i safe and satisfactory manner. JOHNSON STRUCTURAL GROUP, INC. Date By REVIEWED A-15Pab-w REVIEWED MAKE CORRECTIONS NOTED El REVISE AND RESUBMIT El NOT REVIEWED (See Explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve con- tractor from compliance:with requirements of the draw- incp and speCifications. This check is only for review of general conformanCe With the design concept of the pro- ject and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimen- sions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner. JOHNSON STRUCTURAL GROUP, INC. Date _c2._ L •al.L.L.L.-- By zU Tito 13000 toNrAloEs ega- 6oietnet-Irs- SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS t DANGER Falling Panels, Bracing or Hardware Can Cause Property Damage, Severe Injury or Death. Read all instructions and notes contained within this detail booklet. All instructions and information should be clearly understood by all job site personnel involved in the construction and erection process prior to proceeding with construction. If anyone is unclear or has doubts about the proper use or installation of the products shown, contact Meadow -Burke Engineering for clarification. Failure to do so may result in exposure of workers and other personnel in the area of the job site to unsafe conditions or hazards, resulting in the possibility of injury or death. Warning Do not weld or modify products. Welding or modifying products may reduce the products Toad carrying capacity causing unexpected failure of the product, resulting in possible property damage, injury or death. Warning Do not substitute products or interchange components from other manufacturers. Substituted products may not have the same load carrying capacity or functionality as those specified. Product components from different manufactures may not be compatible, causing product malfunction and /or a reduction in the products load carrying capacity. Either case may result in an unexpected failure of the product, resulting in possible property damage, injury or death. Warning Do not use drill -in expansion anchors as lifting inserts or brace connections unless approved in writing by Meadow -Burke Engineering. Drill -in expansion anchors do not have the same load resistance characteristics or load carrying capacities as cast -in inserts. Their improper use may result in a serious accident causing possible property damage, injury or death. Warning Do not use damaged or worn products. Failure to check and replace damaged or wom products may result in product failure causing property damage, injury or death. Warning Do not climb on or ride panels during erection. Riding or climbing on panels can cause severe injury or death. Waning Do not steer the panel with the braces during erection. Using the panel braces to maneuver the panel during the erection process may cause unexpected failure of the product, resulting in possible property damage, injury or death. Warning Do not alter rigging, reinforcing steel or strongbacks. Altering the rigging can change the applied lift insert loads, panel stresses and overall behavior of the panel during erection. Altering or omitting reinforcing steel or strongbacks can cause cracking or complete panel collapse during erection. Both can lead to property damage, severe injury or death. Warning Do not deviate from the information shown on the drawings without notifying Meadow -Burke Engineering. NOTICE OF COPYRIGHT © 2011 MEADOW -BURKE UNPUBLISHED. ALL RIGHTS TO THIS DOCUMENT, ATTACHED GENERAL NOTES, DRAWINGS, DETAILS, AND THE INFORMATION CONTAINED THEREIN ARE THE EXCLUSIVE PROPERTY OF MEADOW -BURKE AND MAY NOT BE COPIED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF MEADOW - BURKE. DANGER Falling Panels, Bracing or Hardware Can Cause Property Damage, Severe Injury or Death. Read all instructions and notes contained within this detail booklet. All instructions and information should be clearly understood by all job site personnel involved in the construction and erection process prior to proceeding with construction. If anyone is unclear or has doubts about the proper use or installation of the products shown, contact Meadow -Burke Engineering for clarification. Failure to do so may result in exposure of workers and other personnel in the area of the job site to unsafe conditions or hazards, resulting in the possibility of injury or death. Warning Do not weld or modify products. Welding or modifying products may reduce the products load carrying capacity causing unexpected failure of the product, resulting in possible property damage, injury or death. Warning Do not substitute products or interchange components from other manufacturers. Substituted products may not have the same load carrying capacity or functionality as those specified. Product components from different manufactures may not be compatible, causing product malfunction and /or a reduction in the products load carrying capacity. Either case may result in an unexpected failure of the product, resulting in possible property damage, injury or death. Warning Do not use drill -in expansion anchors as lifting inserts or brace connections unless approved in writing by Meadow -Burke Engineering. Drill -in expansion anchors do not have the same load resistance characteristics or load carrying capacities as cast -in inserts. Their improper use may result in a serious accident causing possible property damage, injury or death. Warning Do not use damaged or worn products. Failure to check and replace damaged or wom products may result in product failure causing property damage, injury or death. Warning Do not climb on or ride panels during erection. Riding or climbing on panels can cause severe injury or death. Warning Do not steer the panel with the braces during erection. Using the panel braces to maneuver the panel during the erection process may cause unexpected failure of the product, resulting in possible property damage, injury or death. Warning Do not alter rigging, reinforcing steel or strongbacks. Altering the rigging can change the applied lift insert Toads, panel stresses and overall behavior of the panel during erection. Altering or omitting reinforcing steel or strongbacks can cause cracking or complete panel collapse during erection. Both can lead to property damage, severe injury or death. Warning Do not deviate from the information shown on the drawings without notifying Meadow -Burke Engineering. NOTICE OF COPYRIGHT © 2011 MEADOW -BURKE UNPUBLISHED. ALL RIGHTS TO THIS DOCUMENT, ATTACHED GENERAL NOTES, DRAWINGS, DETAILS, AND THE INFORMATION CONTAINED THEREIN ARE THE EXCLUSIVE PROPERTY OF MEADOW -BURKE AND MAY NOT BE COPIED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF MEADOW - BURKE. MB SLAM ANCHOR Innovating Tilt -up The Tilt -Up construction industry has long awaited the arrival of the most heralded brace -to -floor connec- tion solution in recent years. The MB Slam Anchor was designed to address the shortcomings of existing brace -to -floor connectors. Strength: The objective was simply to create a brace -to -floor connection that will handle the maximum applied brace loads with a single bolt. The MB Slam Anchor carries a 9,000 Ib. load with a 2 to 1 safety factor. Simplicity and Safety: We recognized that current brace -to -floor connections used in the field can easily be improperly installed, resulting in serious safety hazards. The MB Slam Anchor insures a nearly fullproof installation. Speed: Time is money when you have a crane and crew waiting. The MB Slam Anchor provides a speed of installation that will get you back moving. No Torque or Retightening Required: The unique expansion mechanism is a non - threaded connection that has no torque requirement and does not need to be retightened. Economical: In addition to the labor savings, the MB Slam Anchor is designed for multiple reuses. Only a small drop -in is expended at each use. We are confident that the MB Slam Anchor will be the brace -to -floor connection solution for which you have been waiting. Call us today toll free at 877.518.7665 or visit www.MeadowBurke.com. MeadowBurke MB Slam Anchor Installation DRILL HOLE - Determine the location of the brace shoe on the slab. - Using a roto hammer, drill a 7/8" hole in the slab. - Make sure that the hole is at least 6" deep. - If the hole does not completely penetrate the slab, make sure to clean it out completely. - Screw "Drop -in" onto the end of the bolt, making sure to hand - tighten only. Do not over - tighten. DROP MB SLAM ANCHOR IN HOLE - Place bolt in the 7/8" hole and hammer until only the narrow (3/4 ") portion beneath the bolt head is visible. - Slide the brace shoe over the bolt. - Drive the bolt the rest of the way down. INSTALL SETTING PIN - Insert pin into the hole in the center of the bolt. - Place the specially designed MB Slammer setting tool over the pin and bolt, and pound the ram on the setting tool all the way down. A flush setting pin is assurance of a properly set anchor. Eye protection should be worn during the installation of this product. Setting pin should only be set using the MB Slammer setting tool. Call us today toll free at 877.518.7665 or visit www.MeadowBurke.com. TIGHTEN BOLT - Once the ram is driven all the way down, use the MB Slammer setting tool to check that the Slam Anchor is tightened down. - This should be approximately an 1 /8th turn. - Remove the setting tool. MeadowBurke MB0808 STUD EXTENDERS Weld Plate Setting Aid Patent Pending The MB Stud Extender is designed as an adjustable height support chair for embed /weld plates. The MB Stud Extender eliminates the tedious, labor- intensive wood forming or risky "wet setting" of embed plates in the top - face of a concrete panel. Stud Extender Advantages: • easy to use • eliminates wood forming • saves time • saves materials • consistant accuracy • screed and finish panels easily The MB Stud Extender is a simple, easy to use solution for setting weld plates. This easy to use product is inexpensive, yet produces enormous savings of time and materials. Call us today toll free at 877.518.7665 or visit www.MeadowBurke.com. MeadowBurke Typical MB Stud Extender Installation Sequence MB Stud Extender Level Line • .0 Q:. .C7 Figure A Panel Form Weld Plate MB Stud Extender Figure B Patent Pending Installing the MB Stud Extender on an embed plate or weld plate (see Figure A) • press the MB Stud Extender onto the head of the weld stud • place the weld plate next to the panel form • run a level line from the top of the form across the MB Stud Extenders • cut off the MB Stud Extender at the level line Installing the embed plate or weld plate in the form (see Figure B) • turn the weld plate upright and place in the proper predetermined position • secure the weld plate studs to the rebar mat or edgeform Notes: This product comes in two different sizes: 1" and 1 -1/4 ", which are the two most common button sizes used on studs in the field. • This product is ideal for insulated panels. By adding the thickness of the insulation, the stud extension simply sticks down through the foam, increasing the stability of the MB Stud Extender. -f, . Generally, each weld plate must have at least four (4) MB Stud Extenders. Large weld plates may require additional MB Stud Extenders to f support the heavier weight. CaII us today toll free at 877.518.7665 or visit www.MeadowBurke.com. • MeadowBurke MB708 The MB Super Lift III Patch aesthetically seals the Super Lift III recess voids in concrete. There's no need to waste money on time - consuming mortar mix patches when MB Super Lift III Patch can do the same job in less time, with unskilled labor, and at a lower overall cost. MB Super Lift III Patch pops into the Super Lift III recess void and leaves a strong, attractive shield. MB Super Lift III Patch is precision molded of durable and high- impact plastic, which has the color and texture of concrete and resists assault from manufacturing and environmental chemicals. To learn more, call us at 813.248.1944 or visit us online at MeadowBurke.com i MeadowBurke TILT -UP ENGINEERING GENERAL NOTES ©2011 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 WOODLAND CONSTRUCTION (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. All panels are detailed, aI inside face up U outside face up U 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. 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 05/10/2011 . "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. NR #60X14' -6" LONG GRADE60 — ( 2 ) 3/4" CLEAR BOTTOM FACE [ 2 ] ( 3 ) 1 1/2" CLEAR TOP FACE [ 1 ] )=STIMATED QUANTITY TO ADD Aggregate 1 1/2" i or Texture 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 3/4" Clear R + 3/4" Clear 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 = 500 p.s.i. prior to erection as determined by ASTM C78 standard beam test for flexural strength. b. Required minimum compressive strength = 2500 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 Burke Engineering 1.03.11 Sheet GN1 5 Meadow -Burke Engineering shall immediately be notified of any deviation from its engineering specifications, panel dimensions or details, or any other requirements contained in the General Notes or drawings. NO CHANGES SHALL BE MADE IN ANY ENGINEERING SPECIFICATION, STANDARD OR REQUIREMENT WITHOUT THE WRITTEN PERMISSION OF MEADOW -BURKE ENGINEERING. 6. The contractor shall obtain a professional engineer's plan as required to comply with all applicable building codes and construction safety orders. 7. The contractor shall install the braces and bracing hardware as shown on the attached Tilt -up Brace Spacing Tables or as indicated on the panel details if shown. When brace spacing information has been detailed or otherwise indicated on the panel details, the information and spacings shown on the panel details should be used and they supersede the information and spacings shown in the brace spacing tables. The braces and bracing hardware shall not be used if bent or damaged. Meadow -Burke accepts no responsibility or liability for damages or personal injury that may result from the use of braces or bracing hardware that is not installed in accordance with the information shown on the attached Tilt -up Brace Spacing Tables or panel details. 8 This layout assumes and is used with the understanding that there is no bond between the panel and casting surfaces, no shrinkage cracks, and no impact during erection. Any cracks in tilt -up panels are to be considered as an indication of a possible structural defect. Meadow -Burke Engineering shall be notified if such cracks exist in any panel(s) for an evaluation before any attempt is made to erect those panel(s). 9. Do not weld or apply heat to any product provided by Meadow - Burke. 10. Do not modify in any manner any product provided by Meadow - Burke. 11. DO NOT SUBSTITUTE ANY ITEM DESCRIBED IN THE ENGINEERING GENERAL NOTES OR DRAWINGS WITHOUT PRIOR WRITTEN PERMISSION FROM MEADOW -BURKE ENGINEERING. 12. Do not use any type of drill -in expansion type inserts or any other type of lifting insert(s) other than those specified by Meadow -Burke Engineering to lift tilt -up panels without written permission from Meadow -Burke Engineering. 13. Rigging details enclosed are recommended to ensure proper loading of the lift inserts. The erection contractor should not make any changes in rigging details which alter the load on the lifting inserts. Meadow -Burke accepts no responsibility for any changes in the rigging details which are made without their prior approval. 14. The size and type of crane and the experience and competency of the crane operator shall be determined by others for site conditions. The crane operator shall maintain the crane load line directly over the panel's center of lift. The crane shall be of adequate load capacity and shall have sufficient boom length to erect the panels without sliding or jerking. Meadow -Burke accepts no responsibility for crane selection or operation. 15. Spreader bars, cranes and accessory gear must be tested and certified pursuant to Federal, State or other jurisdictional regulations before being used to lift concrete tilt -up panels. BURKE SUPER STEEL STRONGBACK 5 "x5 "x1/2" c• Strongback Plates with 3/4" Dia Coil Bolts 1 1/4" Double Lift Plate (2) Burke Super Steel Strongback Splice Plates — with (8) 3/4" Dia. x 1 1/2" Long Bolts and Nuts Burke Super Steel Strongback DOUBLE WOOD STRONGBACK nT 1 1/4" Double Coil Insert jR -2 -125) 1 X 4 Scah @ 36" o.c o 0 Continuous Shore as Required (See Panel Detail) Burke Super Steel Strongback Splice Plates with 3/4" dia. x 1 1/2" Long Bolts & Nuts 1 1/4" Double Lift Plate 5 "x5 "x1/2" Strongback Plates Burke Super Steel Strongback Double tttronghack w /Short. See Panel Detail PA Specified ,ee Panel Detail 4/4" Coll 1 1/4" Dia. Coil Bolts 3/4" Dia. Co/ Bolts Double Strongback See Penel Details Tilt -up Panel 3/4" Dia. 8 -75 Coil Inserts SECTION A 1 1/4" Dia. B -2 -125 Double Coil Inserts Cont. Shore with 3/4" Dia. Coil Bolts @ 3' O.C. Max SECTION B 1.03.11 Meadow Burke Engineering UPPER TITLE BLOCK: PANEL DETAIL LAYOUT KEY BRACE TYPE: Type of brace required for panel. BRACE TO: Type of brace anchor (FF for finished floor and TD for concrete deadman) NO. REQ'D: Minimum number of braces required per panel. L: Brace length for given brace elevation above floor (or deadman) and x dimension. X: Horizontal dimension to the floor brace insert from the face of the panel w here the w all brace inserts are located. BRACE LOAD: Maximum concentric brace load on panel. DEADMAN LOAD: Maximum horizontal component of brace load on joanel. See Bracing General Notes on sheet GNB7 for deadman sizing information. BRACE ANGLE: Angle of brace measured from horizontal. MAX. SPACING: Maximum allow able w idth of panel per brace. See Bracing General Notes on sheets GNB1 thru GNB6 for additional information. BRACE TYPE: I BR ACETO: NO.REOD L: BRACE LOAD OEADMAN LOAD: Upper Title Block Panel Width BRACE ANGLE: I MAX. SPACIN G: I Number of Panels Required (if more than one) Horizontal Lift Insert Dimensions Horizontal Brace Insert Dimensions Vert cal Panel Dimensions Vertical Lift Insert Dimensions IL Vertical and Horizontal Center of Lift. Crane line should be directly over this point at start of lift. Vertical Brace Insert Dimension From Bottom of Panel Gross Panel Thickness. Texture, Aggregate and Fascia are indicated where they occur. Panel Height Horizontal Panel Dimensions C) Panel Number FF TD y Bot. of Panel 0.00 ' Finished Floor (Top of Fbor Slab) ti FF or TD _-Top of Deadman & Undisturbed Grade Elevation above or below Bottom of Panel Lower Title Block MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: OWDSMINOR: UPPEIMNOR: LFT: RT: LFT: RT: LFT: RT: SEE SPECIAL DETAILS: MeadowBurke Engineering CGX: CGY CLY: IAR EA: VOLUME: I WEIGHT: CHKD BY: DRWN BY: DATE: TITLE: IJDB#: I SHEET: OF: LOWER TITLE BLOCK MINIMUM SLING LENGTHS: MAJOR: Minimum cable length for major sling. UPPER MINOR: Minimum cable length for upper minor sling used in four -high rigging configuration. LOWER MINOR: Minimum cable length for low er minor sling used in four -high rigging configuration. See sheet GN5 for additional rigging information. MAJOR SPREADER BAR: LFT: Dimension to left pulley or minor spreader bar from center of major spreader bar. RT: Dimension to right pulley or minor spreader bar from center of major spreader bar. See sheet GN5 for additional rigging information. RIGHT M INOR SPREADER BAR: LFT: Dimension to left pulley from center of right minor spreader bar. RT: Dimension to right pulley from center of right minor spreader bar. See sheet GN5 for additional rigging information. LEFT M INOR SPREADER BAR: LFT: Dimension to left pulley from center of left minor spreader bar. RT: Dimension to right pulley from center of left minor spreader bar. See sheet GN5 for additional rigging information. SEE SPECIAL DETAILS: See these detail sheets for additional information important to this panel detail (e.g. insert installation, strongback installation, special rigging, etc.). CGX: Horizontal center of gravity and center of lifting force measured from left edge of panel. CGY: Vertical center of gravity measured from bottom of panel. CLY: Vertical center of lifting force measured from bottom of panel. P: Portion of panel weight supported by crane after initial release from casting bed and prior to rotation. Total tension load to lifting inserts for face lift. Total shear load to lifting inserts for edge lift. AREA: Panel surface area in contact w ith casting slab in square feet (or square meters). VOLUME Volume of concrete required for panel in cubic yards (or cubic meters). WEIGHT: Panel w eight in kips (or kilo -new tons). Weight is calculated at 145 lbs. /cubic foot unless noted otherwise. 1 kip = 1000 Ibs fl Super -Lift III Insert Double Super -Lift III Insert See sheet DS3 for installation details. Super - Lift II Insert Double Super -Lift II Insert See sheet DS for installation details. Meadow Burke Engineering 1.03.11 z X SYMBOL LEGEND Rapid -Lift Erection Anchor w ith Shear Plate. See sheet R5 for installation details. Rapid -Lift Erection Anchor w ith Shear Plate and w ith Tension Bar. See sheet R5 for tension bar size and installation details. 1 1/4" Single Coil Lifting Insert Special Thin Slab Insert. See panel detail for required size. Super Lift III Edge Lift Insert See sheet R6 for installation details Super Lift III Edge Lift Insert w ith Tension Bar. See sheet R6 for installation details "♦ 3/4" Coil Brace or Strongback Insert —0— 3/4" Inverted Coil Brace Insert 1 1/4" Double Coil Strongback Insert (Same as Double Coil Lifting insert) I Sheet GN3 Secure Insert To Panel Reinforcing Top Of Panel Void Former Insert Super Lift Ill It is recommeded that bar supports be placed close to insert to prevent vertical movement. Top Of Panel Base Panel Reinforcing Void Former Super Lift 11 Secure Insert To Panel Reinforcing Base Panel Reinforcing Figure 1 Correct Void Shape BURKE SUPER -LIFT INSERT INSTALLATION The insert shall be located as shown on Meadow -Burke Engineering's panel erection details with the arrow on the yellow Void Former pointing toward the top of the panel unless noted otherwise on the details. Be certain the Void Former is pushed onto the insert with the latch inside the void former secure and tight. Allow at least 13" from center of insert to the nearest obstruction above it to insure Ring - Clutch handle closes completely. VOID FORMER REMOVAL After the concrete has hardened for 24 hours, locate the insert using the plastic antennae on top of the void former. To remove the void former chip away the thin plane of concrete covering the top of the recess former. Drive a large chisel between the apex of the anchor and the edge of the hinge all the way to the bottom of the recess former. Using the insert as leverage, pry the chisel towards the center of the void. This will break the latch and begin to reverse hinge the void former. Once one half is free of the concrete, reverse the chisel direction to "pop" the remaining half out of the void. (See Figure 1) BURKE SUPER -LIFT INSPECTION Inspect the insert to ensure that it is perpendicular to the surface of the concrete. It cannot be used if it is tipped more than 10° in any direction or protrudes above surface of concrete. Be careful not to damage the curved surfaces of the void, since the lifting unit must bear on them. If the curved surfaces are damaged, the void must be reconstructed before using the insert. With Void Former installed, reform the void using Burke Non - Ferrous, Non - Shrink Grout. Allow the grout to harden until it reaches a compressive strength equal to the panel's strength. Figures 2 and 3 illustrate this point. Install the Super -Lift Ring Clutch into the void and engage the handle toward the top of the panel. The handle should drop freely without forcing. The handle must rotate down flat on the panel with the underside of the tip of the handle no more than 3/4" above the panel surface (See Figure 4). With the handle engaged, pull the bail perpendicular to the panel surface to ensure there is at least 1/8" movement between the clutch and insert. While pulling on the bail, rotate it toward the top of the panel until it strikes the handle, making sure the clutch bears on the concrete at the top end of the void (See Figure 5). If any of the inspections cannot be completed, remove the Ring Clutch and reconstruct or chip out concrete as necessary to permit proper installation. Repeat the inspection procedure. After the above inspection is completed, attach the crane cable and lift. Ring Clutch PULL UP Figure 2 1 I \\1111M-1 1/8" Min. } Movement Figure 4 Lift Bail Top Of Pae� , Handle Void Former Bearing Point 3/4" Max. 10° Max. 3/4" Max. 10° Max. T Figure 3 Figure 5 1.03.11 Meadow Burke Engineering MAJOR Spreader Bar 1�Bar 44, Looped Around Pully (Can Attached Directly Spreader 2 x 1 be to Bar HIGH RIGGING used for Line to Crane (Typ.) MAJOR SLING: Can be attached directly o Spreader Bar or looped around Pully to accomodate 2 -High Rigging. If sling is attached directly to Spreader Bar, 1 /2 of the minimum sling length indicated on the panel detail sheet can be used. edge lifting) MAJOR Spreader Bar ` �� PULLEY 4 x 1 (Can be used for edge or Double RZ MAJOR SLING (Typ.) HIGH RIGGING lifting with Erection Anchors Coil Edge Lift Inserts) MAJOR Spreader Bar Y Y�r $ (Can be used or \� K LEFT Spreader 8 x 1 for edge Double R� U� i MINOR Bar HIGH lifting Coil Edge t R PULLEY (Typ.) MAJOR SLING RIGHT MINOR Spreader Bar RIGGING with Erection Anchors Lift Inserts) MAJOR Spreader Bar rSLING 2 x 2 HIGH 1uLL:(:yp) MAJOR SLING RIGGING MAJOR Spreader Bar 4 x 2 (Preferred SpreadLEMIer HIGH RIGGING 4 0 FT x 2 High PULLEY (Typ.) MAJOR RIGHT MINOR Spreader Bar NO BaR r - T e 1 yp Rigging) MAJOR Spreader Bar F‘ PULLEY ' p 4 x 2 HIGH RIGGING (Important: Do Not staggered insert locations. Lengths = 3A - L /2, 3B greater. L = 0 Spreader Sling rand Pulley (See notes below for Ail 4 ilk MAJOR SLING - Type 2 Use when panel requires Minimum Spreader Sling - L /2, or 10. -0 ", whichever is Major Sling Length MAJOR Spreader PULLEY ( T YP) UPPER SLING Bar MINOR 2 x u 4 HIGH Q� a MINOR RIGGING MAJOR SLING LOWER SLING MAJOR Spreader LEFT MINOR Spreader Bar PULLEY (Typ,) \ UPPER SLING 4 Bar c� MINOR x 4 (Preferred y y � ° HIGH R� ` ' RIGGING 4 x 2 High tl - Rigging) RIGHT MINOR Spreader Bar MAJOR SLING r MINOR SLING Type 1 MAJOR Spreader Bar \*‘ Y MAJOR SLING u UPPER MINOR � SLING V ■I 4 x 4 HIGH (Important: Do Not staggered insert locations. Lengths = 3A - L /2, 3B greater. L = R, Spreader Sling and Pulley (See notes below for min. sling length) U PULLEY y (TYP•) u 4 LOWER yl MINOR SLING RIGGING - Type 2 Use when panel requires Minimum Spreader Sling - L /2, or 10. -0 ", whichever is Major Sling Length Meadow Burke - 3, Engineering NOTE: See panel details for required minimum sling lengths. Contact MeadowBurke Engineering for assistance or 1.03.11 additional information about other rigging configurations. I Sheet GN5 If you cannot locate a Super Lift insert in the panel, contact Meadow -Burke Engineering for the location of where to drill -in the Lift -It Plate shown below. TOP OF PANEL 0 Super -Lift III Lift -It Plate with 94" diameter holes Direction of Load TOP VIEW Too of Panel -,- Setting Pin 3/4" SIDE VIEW SLAM ANCHOR INSTALLATION PANELS LESS THAN 9'h' THICK Direction of I oad Too of Panel , Hardened Flat Washer -314,' Sheet GN6 SIDE VIEW MB BRACE BOLT INSTALLATION PANELS 9W THICK OR GREATER Lift -It Plate Data LIFT -IT PLATE The Super -Lift III Lift-It Plate will lift panels with misplaced or displaced inserts. It requires the use of six MB Slam Anchors (for panels less than 91/4') or six MB Brace Bolts (for panels 91/" thick or greater). SLAM ANCHOR INSTALLATION INSTRUCTIONS (for panels Tess than 91/4") 1. Drill 7/8" diameter hole to 6" deep (minimum) from tip of drill bit. Clean out dust. Use Lift -It Plate as template. 2. Place six bolt and drop -in assemblies through the Lift -It Plate and into the 7/8" holes and tap until flush with the top of the plate. 3. Tap the bottom base of the Lift-It Plate towards the top of panel (about 1/16 ") to engage the plate to the bolts. 4. Insert a setting pin into the hole in the center of a bolt. Place the specially designed Slammer setting tool over the pin and bolt and pound the ram on the setting tool all the way down. 5. Once the ram is driven all the way down use the Stammer setting tool to check that the Slam Anchor is tightened using approximately 1/8 (minimum) to 1/2 (maximum) turns. Much more than 1/2 turns may indicate compromised concrete at bottom of hole. 6. Repeat steps 4 and 5 for remaining 5 bolts. MB BRACE ANCHOR INSTALLATION INSTRUCTIONS (for panels 91/4' or greater) 1. Drill 20mm diameter hole to 9" deep (minimum) from tip of drill bit. Be sure to clean out all dust. Use Lift-It Plate as template. 2. Put MB Brace Bolt into the hole through the hardend washer and the Lift -It Plate as shown. 3. Turn bolt into the concrete using a large 3/4" impact wrench with a 30 mm socket. 4. If it is necessary to remove the bolt and re- install it, hand thread the bolt to start it in the original threads. Item Number 6" Min. Hole \ Depth Ultimate Lifting Capacity Unit Weight (lbs.) 45800 i SIDE VIEW SLAM ANCHOR INSTALLATION PANELS LESS THAN 9'h' THICK Direction of I oad Too of Panel , Hardened Flat Washer -314,' Sheet GN6 SIDE VIEW MB BRACE BOLT INSTALLATION PANELS 9W THICK OR GREATER Lift -It Plate Data LIFT -IT PLATE The Super -Lift III Lift-It Plate will lift panels with misplaced or displaced inserts. It requires the use of six MB Slam Anchors (for panels less than 91/4') or six MB Brace Bolts (for panels 91/" thick or greater). SLAM ANCHOR INSTALLATION INSTRUCTIONS (for panels Tess than 91/4") 1. Drill 7/8" diameter hole to 6" deep (minimum) from tip of drill bit. Clean out dust. Use Lift -It Plate as template. 2. Place six bolt and drop -in assemblies through the Lift -It Plate and into the 7/8" holes and tap until flush with the top of the plate. 3. Tap the bottom base of the Lift-It Plate towards the top of panel (about 1/16 ") to engage the plate to the bolts. 4. Insert a setting pin into the hole in the center of a bolt. Place the specially designed Slammer setting tool over the pin and bolt and pound the ram on the setting tool all the way down. 5. Once the ram is driven all the way down use the Stammer setting tool to check that the Slam Anchor is tightened using approximately 1/8 (minimum) to 1/2 (maximum) turns. Much more than 1/2 turns may indicate compromised concrete at bottom of hole. 6. Repeat steps 4 and 5 for remaining 5 bolts. MB BRACE ANCHOR INSTALLATION INSTRUCTIONS (for panels 91/4' or greater) 1. Drill 20mm diameter hole to 9" deep (minimum) from tip of drill bit. Be sure to clean out all dust. Use Lift-It Plate as template. 2. Put MB Brace Bolt into the hole through the hardend washer and the Lift -It Plate as shown. 3. Turn bolt into the concrete using a large 3/4" impact wrench with a 30 mm socket. 4. If it is necessary to remove the bolt and re- install it, hand thread the bolt to start it in the original threads. Item Number Description Ultimate Lifting Capacity Unit Weight (lbs.) 45800 LIFT -IT PLATE 112,000 lbs. 32 01.03.11 Meadow Burke Engineering Brace Design Notes ©2011 Tilt -up Brace Spacing Tables A, B C, and D were developed using a minimum construction period wind speed of 72 mph with Exposure C, as recommended by The Tilt -up Concrete Association which is based on SEI / ASCE 37 -02. This is the 90 mph basic wind speed modified by 0.8 to convert it to a 1 year mean recurrence interval for the construction period. The tables incorporate minimum safety factors of 1.5 on the braces and 2.0 on the brace inserts. When brace information and spacings have been detailed on the panel erection details, the braces have been designed based on the above criteria unless noted or shown otherwise on the details. The information and spacings shown on the panel details should be used and they supersede the information and spacings shown on the Tilt -up Brace Spacing Tables. Contact Meadow -Burke Engineering for assistance if site conditions or local codes require higher design wind pressures. Meadow -Burke braces are designed for use with the Meadow -Burke Super -Bolt, with Meadow -Burke cast -in -place B -75, BI -75 and BG -75 coil inserts, Meadow -Burke Brace Bolt, or Meadow Burke Slam Anchor only. The use of other types of inserts may reduce the capacity of the bracing system and therefore should not be used. In order to develop the full capacity of the brace inserts, the inserts must be embedded in concrete with 2500 p.s.i. minimum concrete compressive strength, 5 inch minimum embedment and located 1 foot minimum from all concrete edges. Lesser embedments or lower concrete strengths will reduce the capacity of the brace insert and may reduce the allowable brace spacings shown in the tables or on the panel erection details. 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. To achieve the spacings shown in the brace tables or on the panel erection details, the braces must be anchored to a concrete floor slab, footing or deadman with sufficient area, ^ weight and strength to resist the applied brace loads. The braces are designed for attachment at top of floor slab elevation unless noted otherwise on the details. The floor slab has not been checked or designed by Meadow- H Burke. Using floor slabs, footings or deadmen 3/4 "0 cop of insufficient size or strength may result in failure of the brace system before the design wind load is reached. It is the user's responsibility to have a qualified professional engineer design the floor slab, footing or deadman to insure that they are adequate to anchor the braces for this application. To assist the engineer, the applied design concentric brace load as determined by Meadow -Burke Engineering for each brace is indicated on the panel detail sheets. INSERT FOOTIN(;—� 3/4 "m WAI I RRACF INSERT jR -75 or RI -75) 14 M ADF OW BURKF CROSSIACF (when required L 90" �; +. KNEE BRACE AND / LACE CONNECTOR FINISHED FLOOR jWEE B RUR\%ROSS %,Too of Slab. Footin1WFF RRAC / + Deadman or (when reouiredl MEADOW Bf 1RKF BRACE ii IF J X 1 I "- 3/4 "o SLAB BRACE INSERT 1 (BG-75) SUPER BOLT 1 MB BRACE BOLT OR L — J MR SLAM ANCHOR 4. The brace information shown herein reflects spacings for the resistance of wind load only. The effect of construction live Toads, soil backfill loads, vertical and lateral loads, etc., have not been considered in the design of the brace tables or brace information shown on the erection details. It is the responsibility of others to determine the effect of such loads and provide additional bracing as required to support the panels. • The vertical dimension of the wall brace insert above the floor slab, footing or deadman and the horizontal dimension to the floor brace insert from the face of the panel where the wall brace inserts are located is indicated in the brace tables for a specified panel height, or is shown on the panel erection details. Deviations from the dimensions shown in the tables or on the panel details may significantly reduce the indicated capacity of the braces • Whenever knee braces are used, continuous cross lacing is required. Knee braces must have positive connection at each end and connect at mid -span of the tilt -up brace. Cross lacing must be continuous and have positive connection at the mid -span of each tilt -up brace and at the end of each cross lace line. 1. The bracing recommendations contained herein apply to standard bracing situations for full height panels setting on footings and may not be applicable to all jobsite conditions. If this project has conditions that require a special brace design, the contractor should contact Meadow -Burke Engineering for assistance. Meadow Burke Engineering 1.03.11 I Sheet GNB1 2. Brace Insert Spacing Guidelines a. Braces are designed to be placed in a plane at 90 degrees to the face of the panel. Skewing a brace will reduce the load carrying capacity of the brace. The maximum horizontal skew of the braces is limited to 5 degrees. A 5 degree skew is approximately equal to 1 inch skew for each 12 inches the brace insert is placed from the face of the wall (See detail at lower right). The brace spacing shown in the tables or on the panel details must be reduced when the braces are skewed more than 5 degrees. Even when the brace spacings are reduced to account for the increased brace load, never skew a brace more than 10 degrees. b. Due to the increased suction created on the back side of a panel with openings, do not increase the brace spacing for panels with openings, unless a complete wind analysis to determine the effects of the wind passing through the openings is performed. c. Locate brace inserts 1 foot or more from all concrete edges and floor slab joints. End Cross Lace Burke Knee Brac Burke Knee Brace & Cross Lace Connector d. Locate brace inserts to provide clearance between the lifting hardware and braces. e. Locate brace inserts symmetrically about the panel's center line . whenever possible. f. Locate the first brace insert from each end of the panel at a distance no greater than 25 percent of the panel's width or 10 feet, whichever is less. g. Locate brace inserts to provide an equal wind load to each brace where possible. Do not exceed the allowable maximum width of panel per brace. The allowable maximum width of panel per brace is the maximum brace spacing shown in the appropriate "SFF" column of the brace tables or as indicated on the panel detail sheets. For braces placed at nearly equal spacings, the actual width of panel applied to each brace (Wn) may be calculated using the method shown below. For panels requiring unequal or unusual brace spacings contact Burke Engineering for assistance. h. Brace inserts should not be placed lower than 60% of the panel's height and not less than 5% of the panel's height above the panel's geometric centroid or mass center of gravity, whichever is greater. Burke Cross Lace W1= A +B Applied Width of Panel for Brace 1 A >< W 2 2 B + C Applied Width of Panel for Brace 2 B >< C 3 =2 + 2 W4= E +D Applied Width of Panel for Brace 3 c Applied Width of Panel for Brace 4 D > >< E > Brace Inserts f 2 f W„ = Actual Width of Panel Applied to Each Brace Sheet GNB2 I 4 1.03.11 Meadow Burke Engineering b m CD G) z w w 50 27.71 16.00 2.99 49 27.71 16.00 3.11 48 27.71 16.00 3.30 3.23 47 27.71 16.00 3.53 3.45 3.37 46 27.71 16.00 3.77 3.69 3.60 3.51 45 27.00 17.17 4.03 3.93 3.84 3.74 44 26.40 18.08 4.26 4.16 4.05 3.95 Brace Table Legend This brace spacing table has been designed for a 72 mph wind with a 1 year mean recurrence interval and a 1.5 brace safety factor. The table should be used in conjunction with the notes and recommendations shown in the Brace Design Notes, sheets GNB1, GNB2 and GNB5. SFF = Maximum brace spacing for a panel with a height below floor (or top of deadman when used) equal to "FF" feet. [ie., the So column yields the maximum spacing for a panel with no height below floor, the S2 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 GNB1.4 H= Height of panel above floor or top of deadman when used. V= Brace insert location on face of panel above floor or top of deadman if used. 43 25.60 19.20 4.47 4.37 4.26 4.15 23.38 13.50 5.3 42 25.60 19.20 4.71 4.59 4.47 4.34 23.38 13.50 5.5 41 25.60 19.20 4.96 4.82 4.69 4.55 23.38 13.50 5.9 5.8 40 25.60 19.20 5.23 5.07 4.92 4.77 23.38 13.50 6.4 6.2 6.1 39 25.60 19.20 5.53 5.35 5.17 5.00 23.38 13.50 6.9 6.7 6.6 6.4 38 25.60 19.20 5.85 5.64 5.44 5.25 22.80 14.46 7.7 7.5 7.3 7.1 37 25.60 19.20 6.20 5.96 5.73 5.52 22.20 15.37 8.4 8.2 8 7.7 36 25.60 19.20 6.58 6.30 6.05 5.81 21.60 16.20 9.2 8.9 8.7 8.4 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. 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. 35 25.60 19.20 7.00 6.68 6.39 6.12 21.60 16.20 9.8 9.4 9.1 8.8 19.05 11.00 8.3 34 25.60 19.20 7.45 7.09 6.76 6.46 21.60 16.20 10.4 10.0 9.7 9.3 19.05 11.00 9.0 8.7 33 25.60 19.20 7.94 7.54 7.16 6.82 21.60 16.20 11.1 10.7 10.2 9.9 19.05 11.00 9.8 9.5 9.2 32 25.60 19.20 8.49 8.03 7.61 7.20 21.60 16.20 11.9 11.3 10.9 10.4 19.05 11.00 10.4 10.1 9.8 31 25.60 19.20 9.09 8.56 8.09 7.65 21.60 16.20 12.7 12.1 11.6 11.0 18.60 11.75 11.7 11.7 11.3 10.9 30 21.60 16.20 13.6 12.9 12.3 11.7 18.00 12.65 13.1 13.1 12.6 12.1 29 21.60 16.20 14.6 13.8 13.1 12.4 17.60 13.20 14.3 14.3 13.8 13.3 28 21.60 16.20 15.7 14.8 14.0 13.2 17.60 13.20 15.4 15.4 14.7 14.1 27 21.60 16.20 17.0 16.0 15.0 14.1 17.60 13.20 16.5 16.5 15.8 15.0 26 21.60 16.20 18.5 17.2 16.1 15.1 17.60 13.20 17.8 17.8 16.9 16.1 25 21.60 16.20 20.0 18.6 17.3 16.2 17.60 13.20 19.3 19.3 18.2 17.2 24 21.60 16.20 20.0 20.0 18.7 17.4 17.60 13.20 20.0 20.0 19.6 18.5 23 21,60 16.20 20.0 20.0 20.0 18.7 17.60 13.20 20.0 20.0 20.0 19.9 22 21 20 19 17.60 17.60 17.60 17.60 13.20 13.20 13.20 13.20 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 18 17.00 13.96 20.0 20.0 20.0 20.0 17 16.00 15.10 20.0 20.0 20.0 20.0 H V X So S2 S4 S6 V X So S2 S4 S6 V X So S2 S4 S6 Ins all. Dims. with 10' Extension L = 32.00' Install. Dims. with 5' Extension L = 27.00' Ins all. Dims. without Extension L =22.0' SUPER 22 28 14.75 8.50 12.2 27 14.75 8.50 13.4 13.0 26 14.75 8.50 14.4 13.9 25 14.75 8.50 16.2 15.5 14.9 24 14.40 9.04 19.1 18.3 17.5 16.7 23 13.80 9.92 20.0 20.0 20.0 19.2 22 21 20 19 18 17 16 13.60 10.20 20.0 20.0 20.0 20.0 13.60 10.20 20.0 20.0 20.0 20.0 13.60 10.20 20.0 20.0 20.0 20.0 13.60 10.20 20.0 20.0 20.0 20.0 13.60 10.20 20.0 20.0 20.0 20.0 13.60 10.20 20.0 20.0 20.0 20.0 13.60 10.20 20.0 20.0 20.0 20.0 15 14 13 13.60 10.20 20.0 20.0 20.0 20.0 13.00 11.00 20.0 20.0 20.0 20.0 12.00 12.00 20.0 20.0 20.0 20.0 12 11.00 13.00 20.0 20.0 20.0 20.0 11 10 9 10.00 13.75 20.0 20.0 20.0 20.0 9.00 14.42 20.0 20.0 20.0 20.0 8.00 H V 15.00 X Install. Dims. 20.0 20.0 20.0 20.0 So S2 S4 L = 17.00' S6 SUPER 17 Tilt-up Brace Spacing Table A op _ 2011 24 23 12.12 7.00 14.00 12.12 7.00 14.00 5.65 6.30 6.07 22 12.12 7.00 6.84 6.55 21 12.12 7.00 14.00 7.77 7.45 7.08 20 12.12 7.00 14.00 8.99 8.54 8.11 7.68 19 12.12 7.00 14.00 10.0 9.4 8.88 8.37 18 12.12 7.00 14.00 10.4 9.8 17 11.33 6.54 13.08 13.8 12.9 12.0 11.2 16 10.54 6.08 12.17 16.6 14.4 13.4 15 9.74 5.63 11.25 19.6 18.1 16.8 14.1 14 8.94 20.0 20.0 19.3 17.9 13 8.16 4.71 9.42 20.0 20.0 20.0 20.0 12 7.36 4.25 8.50 20.0 20.0 20.0 20.0 11 7.36 4.25 8.50 20.0 20.0 20.0 20.0 10 7.36 4.25 8.50 20.0 20.0 20.0 20.0 9 7.36 4.25 8.50 20.0 20.0 20.0 20.0 8 4.83 8.50 20.0 20.0 20.0 20.0 So Sz S4 S6 Install. Dims. (0 0) G) z co 0 d o' z z G) D tn m 3 m N a S 0 co 0 7C 0 • 3 `< N O 0 O O d m < Q m y 0. m a O nl O 0. rn cr `D o 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 45.00 26.00 1.79 45.00 26.00 1.83 45.00 26.00 1.91 1.88 45.00 26.00 1.99 1.96 1.93 45.00 26.00 2.08 2.05 2.02 1.99 44.40 27.06 2.19 2.16 2.13 2.10 43.80 28.02 2.31 2.27 2.24 2.20 43.20 28.94 2.42 2.39 2.35 2.31 42.60 29.82 2.54 2.50 2.46 2.42 42.00 30.66 2.66 2.61 2.57 2.53 41.60 31.20 2.76 2.72 2.67 2.63 41.60 31.20 2.85 2.81 2.76 2.71 41.60 31.20 2.95 2.90 2.84 2.79 41.60 31.20 3.05 2.99 2.93 2.88 41.60 31.20 3.15 3.09 3.03 2.97 Brace Table Legend This brace spacing table has been designed for a 72 mph wind with a 1 year mean recurrence interval and a 1.5 brace safety factor. The table should be used in conjunction with the notes and recommendations shown in the Brace Design Notes, sheets GNB1, GNB2, and GNB5. SFF = Maximum brace spacing for a panel with a height below floor (or top of deadman when used) equal to "FF" feet. [ie., the S column yields the maximum spacing for a panel with no height below floor, the S2 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 GNB1.4 41.60 31.20 3.26 3.19 3.13 3.06 36.37 21.00 3.19 41.60 31.20 3.37 3.30 3.23 3.16 36.37 21.00 3.35 3.29 41.60 31.20 3.49 3.42 3.34 3.26 36.37 21.00 3.46 3.40 41.60 31.20 3.62 3.54 3.45 3.37 36.37 21.00 3.64 3.58 3.51 41.60 31.20 3.75 3.66 3.57 3.49 36.00 21.63 3.92 3.85 3.78 3.71 41.60 31.20 3.89 3.79 3.70 3.61 35.40 22.60 4.18 4.10 4.02 3.95 41.60 31.20 4.04 3.94 3.83 3.73 34.80 23.52 4.43 4.35 4.27 4.19 H= Height of panel above floor or top of deadman when used. v= Brace insert location on face of panel above floor or top of deadman if used. 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. 41.60 31.20 4.20 4.08 3.97 3.86 34.20 24.38 4.69 4.61 4.52 4.43 32.04 18.50 4.65 41.60 31.20 4.37 4.24 4.12 4.00 33.60 25.20 4.95 4.86 4.77 4.67 32.04 18.50 4.91 4.82 41.60 31.20 4.54 4.40 4.27 4.14 33.60 25.20 5.15 5.05 4.94 4.84 32.04 18.50 5.09 4.99 41.60 31.20 4.73 4.58 4.43 4.30 33.60 25.20 5.36 5.25 5.13 5.02 32.04 18.50 5.39 5.28 5.18 41.60 31.20 4.92 4.76 4.60 4.46 33.60 25.20 5.59 5.46 5.33 5.21 32.04 18.50 5.72 5.61 5.49 5.37 41.60 41.60 31.20 31.20 5.13 4.95 4.79 4.63 33.60 25.20 5.82 5.68 5.54 5.41 31.20 19.89 6.24 6.12 5.99 5.86 5.36 5.16 4.98 4.81 33.60 25.20 6.08 5.92 5.77 5.62 30.60 20.80 6.68 6.54 6.41 6.26 50 49 48 47 46 45 44 43 42 41 40 39 38 37 41.60 31.20 5.59 5.38 5.18 5.00 33.60 25.20 6.35 6.17 6.00 5.84 30.00 21.66 7.12 6.97 6.82 6.67 27.71 16.00 6.9 41.60 31.20 5.84 5.61 5.40 5.20 33.60 25.20 6.63 6.44 6.25 6.07 29.60 22.20 7.53 7.36 7.20 7.03 27.71 16.00 7.2 41.60 31.20 6.11 5.86 5.63 5.41 33.60 25.20 6.94 6.72 6.52 6.32 29.60 22.20 7.87 7.69 7.50 7.32 27.71 16.00 7.7 7.5 41.60 31.20 6.40 6.13 5.87 5.63 33.60 25.20 7.26 7.03 6.80 6.58 29.60 22.20 8.24 8.03 7.83 7.62 27.71 16.00 8.2 8.0 7.8 41.60 31.20 6.71 6.41 6.13 5.87 33.60 25.20 7.61 7.35 7.10 6.86 29.60 22.20 8.64 8.40 8.18 7.95 27.71 16.00 8.8 8.5 8.3 8.1 33.60 25.20 7.99 7.69 7.42 7.16 29.60 22.20 9.07 8.80 8.54 8.29 27.00 17.17 9.6 9.4 9.2 9.0 33.60 25.20 8.39 8.07 7.76 7.48 29.60 22.20 9.52 9.22 8.94 8.66 26.40 18.08 10.4 10.2 9.9 9.7 33.60 25.20 8.81 8.47 8.13 7.82 29.60 22.20 10.0 9.68 9.36 9.05 25.60 19.20 11.3 11.0 10.7 10.5 33.60 25.20 9.28 8.89 8.52 8.17 29.60 22.20 10.5 10.1 9.81 9.47 25.60 19.20 11.9 11.6 11.3 10.9 33.60 25.20 9.77 9.34 8.94 8.56 29.60 22.20 11.1 10.6 10.3 9.91 25.60 19.20 12.5 12.2 11.8 11.5 33.60 25.20 10.30 9.83 9.39 8.97 29.60 22.20 11.7 11.2 10.8 10.4 25.60 19.20 13.3 12.8 12.4 12.0 33.60 25.20 10.9 10.3 9.86 9.42 29.60 22.20 12.3 11.8 11.4 10.9 25.60 19.20 13.9 13.5 13.0 12.6 33.60 25.20 11.5 10.9 10.3 9.88 29.60 22.20 13.1 12.5 12.0 11.5 25.60 19.20 14.7 14.2 13.7 13.2 29.60 22.20 13.8 13.2 12.6 12.0 25.60 19.20 15.6 15.0 14.5 13.9 36 35 34 29.60 22.20 14.7 14.0 13.3 12.7 25.60 19.20 16.6 15.9 15.3 14.6 29.60 22.20 15.6 14.8 14.0 13.3 25.60 19.20 17.6 16.8 16.1 15.4 29.60 22.20 16.6 15.7 14.9 14.1 25.60 19.20 18.8 17.9 17.0 16.3 33 29.60 22.20 17.8 16.7 15.7 14.9 25.60 19.20 20.0 19.0 18.1 17.2 32 29.60 22.20 19.0 17.8 16.7 15.7 25.60 19.20 20.0 20.0 19.2 18.2 31 H V X So S2 S6 V X SO S2 S4 S6 29.60 V 22.20 20.0 19.0 17.8 16.7 25.60 19.20 20.0 20.0 20.0 19.3 X So S4 S6 So Sz Installation Dimensions with 10' Ex .+10' Ext. L = 52.00' 1 Installation Dimensions with 10' Extension L = 42.00' Installation Dimensions with 5' Extension Installation Dimensions without Extentions L =32.00' SUPER 32 Tilt-up Brace Spacing Table B 101 2011 Typical Panel Example Determine the number of Super 22 Braces that are required for a 31' -0" high by 34' -6" wide panel. The top of the panel is 27' -3" above the floor line and it sets on a footing that is 3 " -9" below floor line. Step 1: Determine panel height above floor, H, and panel height below floor, FF. From the information above, the panel height above floor = 27' -3" and the height below floor = 3' -9 ". Use H = 28' and FF = 4' (always round the numbers to the next larger chart value) Step 2: Determine brace insert locations V and X. Using Brace Spacing Table A, enter the H column (far left column on the Super 22 table) at H = 28'. Read across the table in the V and X columns for Super 22 braces without extensions, V = 17.60' and X = 13.20'. Place inserts in the panel at 17' -7 1/4" above the floor slab. Place the floor slab inserts 13' -2 5/8" out on the floor slab from the face of the panel where the wall panel's inserts are located. (Note: if V conflicts with roof framing or is within 1' of the top of the panel, select another brace type that will fit or contact Meadow -Burke Engineering for assistance.) Step 3: Determine brace length L. For brace length, read just below the spacing chart for a Super 22 brace without extensions and read the brace length L = 22.00'. Step 4: Determine maximum brace spacing, SFF. Read across the table to the S4 (FF =4) spacing column for Super 22 brace and read 14.7' as the maximum brace spacing (Le., the allowable maximum width of panel that can be supported by each brace). Step 5: Determine the minimum number of braces required per panel. To determine the minimum number of braces required, divide the panel width by 14.7'. Number of braces required = 34.5/14.7 = 2.35 (always round to the next larger whole number of braces). Therefore, use 3 Super 22 braces per panel. Step 6: Determine the horizontal brace insert locations. Locate the three braces horizontally at approximately equal spaces per the Brace Spacing Guidelines shown on sheet GNB2. Do not exceed the 14.7' allowable width of panel per brace determined in step 4 above. Meadow Burke Engineering 1.03.11 ISheet GNB5 m E C (0 0i N O 0i 0• 0 0) 0) O. N 0. 0 79 45.00 26.00 5.00 78 45.00 26.00 5.13 77 45.00 26.00 5.34 5.27 76 45.00 26.00 5.57 5.49 5.41 75 45.00 26.00 5.82 5.73 5.64 5.56 74 44.40 27.06 6.15 6.06 5.97 5.88 73 43.80 28.02 6.47 6.38 6.28 6.18 72 43.20 28.94 6.79 6.69 6.59 6.48 71 42.60 29.82 7.12 7.01 6.90 6.79 70 42.00 30.66 7.45 7.33 7.22 7.10 69 41.60 31.20 7.75 7.62 7.50 7.38 68 41.60 31.20 8.00 7.87 7.73 7.60 67 41.60 31.20 8.26 8.12 7.97 7.83 66 41.60 31.20 8.54 8.38 8.23 8.07 65 41.60 31.20 8.83 8.66 8.49 8.32 Brace Table Legend This brace spacing table has been designed for a 72 mph wind with a 1 year mean recurrence interval and a 1.5 brace safety factor. The table should be used in conjunction with the notes and recommendations shown in the Brace Design Notes, sheets GNB1, GNB2, and GNB5. SFF = Maximum brace spacing for a panel with a height below floor (or top of deadman when used) equal to "FF" feet. [ie., the So column yields the maximum spacing for a panel with no height below floor, the S2 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. 64 41.60 31.20 9.14 8.95 8.77 8.59 36.37 21.00 6.37 63 41.60 31.20 9.46 9.26 9.06 8.86 36.37 21.00 6.69 6.57 62 41.60 31.20 9.79 9.58 9.36 9.15 36.37 21.00 6.91 6.79 61 41.60 31.20 10.1 9.91 9.68 9.45 36.37 21.00 7.26 7.14 7.01 60 41.60 31.20 10.5 10.2 10.0 9.70 36.00 21.63 7.82 7.68 7.54 7.40 59 41.60 31.20 10.9 10.6 10.3 10.1 35.40 22.60 8.34 8.18 8.02 7.88 58 41.60 31.20 11.3 11.0 10.7 10.4 34.80 23.52 8.84 8.68 8.52 8.36 57 41.60 31.20 11.7 11.4 11.1 10.8 34.20 24.38 9.36 9.20 9.02 8.84 56 41.60 31.20 12.2 11.8 11.5 11.2 33.60 25.20 9.88 9.70 9.52 9.32 55 41.60 31.20 12.7 12.3 11.9 11.6 33.60 25.20 10.2 10.0 9.86 9.66 54 41.60 31.20 13.2 12.8 12.4 12.0 33.60 25.20 10.7 10.4 10.2 10.0 53 41.60 31.20 13.8 13.3 12.9 12.5 33.60 25.20 11.1 10.9 10.6 10.4 52 41.60 31.20 14.4 13.9 13.4 12.9 33.60 25.20 11.6 11.3 11.0 10.8 51 41.60 31.20 15.0 14.4 13.9 13.4 33.60 25.20 12.1 11.8 11.5 11.2 50 41.60 31.20 15.6 15.0 14.5 14.0 33.60 25.20 12.6 12.3 11.9 11.6 49 41.60 31.20 16.4 15.7 15.1 14.5 33.60 25.20 13.2 12.8 12.4 12.1 48 41.60 31.20 17.1 16.4 15.7 15.1 33..60 25.20 13.8 13.4 13.0 12.6 47 41.60 31.20 17.9 17.1 16.4 15.8 33.60 25.20 14.5 14.0 13.5 13.1 46 41.60 31.20 18.8 17.9 17.2 16.4 33.60 25.20 15.2 14.6 14.1 13.7 45 33.60 25.20 15.9 15.3 14.8 14.3 44 43 42 33.60 25.20 16.7 16.1 15.5 14.9 33.60 25.20 17.5 16.9 16.2 15.6 33.60 25.20 18.5 17.7 17.0 16.3 41 40 39 33.60 25.20 19.5 18.6 17.8 17.0 33.60 25.20 20.0 19.6 18.7 17.9 H V X So S2 S4 S6 33.60 V 25.20 20.0 20.0 19.6 18.8 X So S2 S4 S6 Install. Dims. SUPER 52 L= 52.00' Install. Dims. SUPER 42 L= 42.00'4 H. Height of panel above floor or top of deadman when used. v= Brace insert location on face of panel above floor or top of deadman if used. 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. Tilt -up Brace Spacing Table C © 2011 Cylindrical Deadman OZ01 If your project requires the use of a deadman in lieu of an anchor cast into a floor slab, the table below may be used to select a round cylindrical deadman that will have the proper size to withstand the applied brace loads. The minimum deadman size required for a panel brace varies with the applied brace Toad, brace angle and soil conditions. To select the proper size deadman for a particular panel brace: 1. Find the required minimum "Deadman Load" noted at the top of the panel detail sheet. 2. Follow down under the column for a desired deadman diameter to a Toad value that is equal to or greater than the required "Deadman Load ". 3. Look across the row to the far left and read the minimum deadman depth required for the diameter selected. Example: 1. Suppose the "Deadman Load" indicated on a panel detail sheet indicates a Toad of 3100 pounds for the braces used for that panel. 2. Find a load number on the table equal to or greater than 3100 pounds. Under the 18" Dia. column, find "3122" which is the smallest load number that is greater than the 3100 pounds required. Look across to the left in this row and find 7' -6" as the minimum depth required for the selected 18" diameter deadman. [Similarly, other acceptable deadman sizes for a 3100 pound Toad would be : 24" dia. x 7' -0" deep, 30" dia. x 6' -0" deep or 36" dia. x 5' -6" deep] Warning: This table applies to auger excavated round cylindrical deadmen only, cast directly against undisturbed soil with the minimum soil and concrete properties noted below. Do not use Burke Tube or other forming material inside the hole to form the deadman, as this will reduce the load carrying capacity of the deadman. Do not place deadmen in or close to embankments, as this may reduce it's load carrying capacity. The deadman sizes obtained from the table are Meadow - Burke's recommended minimum sizes based on the soil conditions listed. A qualified professional engineer familiar with the job site soil conditions should review the deadman size selected to ensure that it is adequate in size and properly located to withstand the applied brace loads. Minimum Concrete Properties: Concrete compressive strength = 2500 p.s.i. Concrete density = 145 p.c.f. Diameter Brace Load Deadman Load —y t 2 Top of Deadman and Undisturbed Soil BG -75 Coil Brace Insert for 5" minimum slab depth 3 - #3Ties at 3" on center 4 - #4 Vertical Bars Depth Meadow Burke Engineering 1.03.11 Minimum Soil Properties: Soil density = 100 p.c.f. Angle of soil shearing resistance = 35 degrees Vertical soil bearing = 1500 p.s.f. Lateral soil bearing = 150 p.s.f. Note: For loads in kN multiply by 225 to obtain load in lbs. I Sheet GNB7 Maximum Deadman Load (Ibs.) Deadman Depth 18" Dia. 24" Dia. 30" Dia. 36" Dia. 4' -0" 776 1035 1294 1553 4' -6" 1016 1354 1693 2031 5' -0" 1287 1715 2144 2573 5' -6" 1590 2119 2649 3179 6' -0" 1925 2566 3208 3849 6' -6" 2292 3056 3820 4584 7' -0" 2691 3588 4485 5382 7' -6" 3122 4163 5204 6245 8' -0" 3586 4781 5976 7171 8' -6" 4057 5441 6802 8162 9' -0" 4511 6145 7681 9217 9' -6" 4989 6891 8613 10336 10' -0" 5490 7649 9599 11519 Note: For loads in kN multiply by 225 to obtain load in lbs. I Sheet GNB7 188NO T9 11S 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. 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 H 33.13 19.12 38.25 3.9 3.8 3.7 3.7 32.50 18.76 37.53 4.2 4.1 4.0 3.9 31.88 18.40 36.81 4.4 4.3 4.2 4.1 31.25 18.04 36.08 4.7 4.6 4.5 4.4 30.63 17.68 35.36 4.9 4.7 4.6 4.5 30.00 17.32 34.64 5.0 4.9 4.7 4.6 29.38 16.96 33.92 5.1 5.0 4.8 4.7 6.60 33.20 5.2 5.1 5.0 4.8 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 a 72 mph wind with a 1 year mean recurrence interval and a 1.5 brace safety factor. The table should be used in conjunction with the notes and recommendations shown in the Brace Design Notes, sheets GNB1, GNB2 and GNB5. H= Height of panel above floor or top of deadman when used. V= Brace insert location on face of panel above floor or top of deadman if used. 28.13 16.24 32.48 5.4 5.2 5.1 5.0 1.0 1.0 20.21 4.3 27.50 15.88 31.75 5.5 5.4 5.2 5.1 1.1 1.1 1.1 1.1 26.88 15.52 31.03 5.7 5.5 5.4 5.2 1.3 1.3 1.2 1.2 26.25 15.16 30.31 5.8 5.7 5.5 5.3 1.5 1.5 1.4 1.4 25.63 14.79 29.59 6.0 5.8 5.7 5.5 1.8 1.7 1.7 1.6 25.00 14.43 28.87 6.2 6.0 5.8 5.6 2.0 2.0 1.9 1.9 24.38 14.07 28.15 6.4 6.2 6.0 5.8 2.4 2.3 2.2 2.2 23.75 13.71 27.42 6.5 6.4 6.2 6.0 2.8 2.7 2.6 2.5 23.13 13.35 26.70 6.8 6.5 6.3 6.1 3.3 3.2 3.1 3.0 22.50 12.99 25.98 7.0 6.8 6.5 6.3 3.9 3.7 3.6 3.5 21.88 12.63 25.26 7.2 7.0 6.7 6.5 4.6 4.4 4.5 4.4 21.25 12.27 24.54 7.5 7.2 7.0 6.7 5.5 5.3 5.1 4.9 20.78 12.00 24.00 7.8 7.5 7.2 7.0 6.4 6.1 5.9 5.7 20.78 12.00 24.00 8.3 8.0 7.7 7.4 6.8 6.5 6.3 6.0 20.78 12.00 24.00 8.9 8.5 8.2 7.8 7.3 7.0 6.7 6.4 20.78 12.00 24.00 9.6 9.1 8.7 8.3 7.8 7.4 7.1 6.8 20.78 12.00 24.00 10.3 9.8 9.3 8.9 8.4 8.0 7.6 7.2 20.78 12.00 24.00 11.1 10.5 9.9 9.4 9.1 8.6 8.1 7.7 20.78 12.00 24.00 12.0 11.3 10.6 10.0 9.8 9.2 8.7 8.2 20.78 12.00 24.00 13.1 12.2 11.4 10.7 10.7 9.9 9.3 8.8 20.78 12.00 24.00 14.2 13.2 12.3 11.5 11.6 10.8 10.0 9.4 20.78 12.00 24.00 15.5 14.3 13.3 12.4 12.6 11.7 10.8 10.1 20.78 12.00 24.00 17.0 15.6 14.3 13.3 13.8 12.7 11.7 10.8 20.78 12.00 24.00 18.6 17.0 15.6 14.3 15.2 13.9 12.7 11.7 20.00 13.27 24.00 20.0 19.9 18.2 16.6 17.1 15.5 14.2 13.0 19.00 14.66 24.00 20.0 20.0 20.0 19.2 19.1 17.2 15.6 14.3 18.00 15.87 24.00 20.0 20.0 20.0 20.0 20.0 18.7 16.9 15.5 17.00 16.94 24.00 20.0 20.0 20.0 20.0 20.0 20.0 18.1 16.5 V X L So S2 S4 S6 So S2 S4 S6 Install. Dims. With Knee Brace Without Knee Brace BIG "G" 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. SFF = Maximum brace spacing for a panel with a height below floor (or top of deadman when used) equal to "FF" feet. [ie., the So column yields the maximum spacing for a panel with no height below floor, the S2 column yields the maximum spacing for a panel with a 2 foot maximum height below floor, etc.] 29 1 18.13 1 10.46 1 20.93 1 2.4 2.3 2.2 1 2.1 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 17.50 10.10 20.21 2.8 2.7 2.6 2.5 17.50 10.10 20.21 4.3 4.1 3.9 3.8 16.88 9.74 19.49 3.1 3.0 2.8 2.7 16.88 9.74 19.49 4.9 4.7 4.5 4.3 16.25 9.38 18.76 3.5 3.4 3.2 3.1 16.25 9.38 18.76 5.8 5.5 5.3 5.1 15.63 9.02 18.04 4.1 3.9 3.7 3.5 15.63 9.02 18.04 6.8 6.5 6.2 5.9 15.00 8.66 17.32 4.7 4.5 4.3 4.1 15.00 8.66 17.32 8.0 7.7 7.3 7.0 14.38 8.30 16.60 5.5 5.2 5.0 4.7 14.38 8.30 16.60 9.6 9.2 8.7 8.3 13.75 7.94 15.88 6.4 6.1 5.8 5.5 13.75 7.94 15.88 11.5 10.9 10.4 9.9 13.13 7.58 15.16 7.6 7.2 6.9 6.5 13.13 7.58 15.16 13.0 12.3 11.7 11.1 12.56 7.25 14.50 9.0 8.5 8.1 7.6 12.56 7.25 14.50 13.8 13.0 12.3 11.7 12.56 7.25 14.50 10.0 9.4 8.8 8.3 12.56 7.25 14.50 15.4 14.4 13.5 12.7 12.56 7.25 14.50 11.2 10.5 9.7 9.0 12.56 7.25 14.50 17.2 16.0 14.8 13.8 12.56 7.25 14.50 12.6 11.6 10.7 9.9 12.56 7.25 14.50 19.4 17.8 16.4 15.1 12.56 7.25 14.50 14.4 13.0 11.9 10.9 12.56 7.25 14.50 20.0 19.9 18.2 16.6 12.56 7.25 14.50 16.5 14.7 13.2 12.0 12.56 7.25 14.50 20.0 20.0 20.0 18.4 12.56 7.25 14.50 18.9 16.7 14.8 13.3 12.56 7.25 14.50 20.0 20.0 20.0 20.0 12.00 8.14 14.50 20.0 19.7 17.3 15.4 12.00 8.14 14.50 20.0 20.0 20.0 20.0 11.00 9.45 14.50 20.0 20.0 19.7 17.5 11.00 9.45 14.50 20.0 20.0 20.0 20.0 10.00 10.50 14.50 20.0 20.0 20.0 19.1 10.00 10.50 14.50 20.0 20.0 20.0 20.0 9.00 11.33 14.50 20.0 20.0 20.0 20.0 9.00 11.33 14.50 20.0 20.0 20.0 20.0 8.00 12.00 14.50 20.0 20.0 20.0 20.0 8.00 12.00 14.50 20.0 20.0 20.0 20.0 V X L So 52 54 S6 V X L So S2 S4 S6 Install. Dims. Without Knee Brace Install. Dims. "B', "C" & "D" LITTLE "G" Tilt -up Brace Spacing Table D ©2011 MB Brace BadgerTM Helical Ground Anchor System ©2011 The Meadow Burke Badger helical brace anchor provides tilt -up contractors with economical alternative to cast -in place concrete deadman. The advantages are: • Eliminates concrete deadmen • Verifiable load capacity in all soil conditions • Environmentally friendly • Works with ALL Meadow Burke Braces • Offers quick installation and removal • Reusable INSTALLATION REQUIREMENTS (see Figure 1) 1. Installation is performed by a MB Brace Badger Systems trained installer. 2. Using a hydraulic drive head, Brace Badgers (item #580002) are installed to a torque of 2,400 ft-Ibs. If the minimum required torque is not achieved with a single anchor, 5' extensions (Item #580006, see Figure 2) may be added until the minimum torque requirement is achieved. It is recommended that preliminary soil logs at the site be obtained to help predict project requirements. In softer soils with Standard Penetration Test (SPT) blow counts (N) less than 10, an extension may be required. Installation in rocky soils with blow counts (N) greater than 30 is not recommended. Also, frozen soils may require pre- auguring so that the anchor can reach below the frost line. 3. Maximum allowable installation torque is 7,000 ft-Ibs. 4. Records of installation torque for each badger is required. 5. Badgers to be installed in -line with the axis of the brace (± 5 °). See panel detail for required installation angle. 6. Welding, cutting, or any modification of the Brace Badger or its components is prohibited. 7. MB Badger connector (item #580004, see Figure 3) must be used for brace connection. To connect to brace, remove brace shoe and reuse 5/8" bolt for connector. Connector to Badger requires one % "o x 3'/2" grade 5 bolt. SAFETY NOTES 1. The contractor shall locate all subsurface structures and utilities. Any subsurface structure or utility in the vicinity of the Badger locations shall be clearly marked. Horizontal Clearance of anchor from any subsurface structure or utility shall be no less than 5' -0" at the depth of the utility. Installation of Badgers underneath utilities or subsurface structures is-prohibited. 2. Do not use damaged or worn Brace Badgers. Failure to inspect and replace damaged anchors may result in anchor failure. 3. The contractor is to undergo preventive measures to mitigate soil erosion adjacent to installed anchors. 4. Any changes resulting from actual installation conditions of the badger requires that the contractor contact Meadow Burke Engineering for further assistance to determine adequacy of anchor system. MB Brace See panel detail X Dim. (See Panel Detail) MB Badger Connection Item #580004 .j^ TB Note: Elevation uses bottom 421E1-.EV of panel as a reference. See panel detail. 2" Typ. 6" Max. MB Badger )7 Item #580002 Badger Installation angle to match panel brace (± 5 °). See panel detail. Meadow Burke Engineering 1.03.11 Figure 1 o > "* III% \C\ Hole for 5 /8" o bolt to connect to brace Hole for %" a bolt to connect to Badger or extension 5' -0" MB Badger Connection Item #580004 A ,—MB Badger Extension Item #580006 r Figure 2 Figure 3 Note: Connecting Extension to Badger requires two % "o x 3'W' grade 5 bolts. I Sheet GNB9 Meadow Burke will not authorize the use of brace attachment products which have not been tested and approved by Meadow Burke Engineering for use on our engineered Tilt -Up projects. Products which currently meet Meadow Burke's strength and safety requirements and are approved for use are as follows: MB Slam Anchor MB Brace Bolt Super Bolt system BIG -75 (Ground Insert & MB 3/4" x 4 Grade 5 Coil Bolt) MB Brace Badger Helical Anchor System Sheet GNB10 1 1.03.11 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 www.tilt- up.org Join Today! http://www.tilt-up.org/tca/whyjoin.htm TILT -UP CONCRETE ASSOCIATION MEMBERSHIP APPLICATIO Join the Tilt -Up Concrete Association and help expand this industry while building your business. You have our support! TILT -UP CONCRETE ASSOCIATION Company: Ship to Address: Bill to Address (if different than above): City: State: Zip: Country: Phone: ( ) - - Fax: ( ) - Website: Email: 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: Email: Additional Contacts (Add more sheets as necessary): Name: Title: Email: Name: Title: Email: Name: Title: Email: Name: Title: Email: Annual Duesl: P /ease Check One Global Associate $1,100 Professional Architectural Firm3 $500 Contractor $750 List States of License: Local Associate2 $600 Professional Engineering Firm3 $500 Consultant4 $500 List States of License: Sustaining Members $2000 Educator $75 Developer /Owner $500 Specialty Trades $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 Memberis 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 52314 • Ph: 319-895-6911 • Fax: 320.213.555 ER Online ilt=u •.or• BRACE TYPE: SUPER BRACE 32 BRACE T0: TB NO. REQ'D: 2 L: 32.00' X: 20.49' BRACE LOAD: 7543 lbs. DEADMAN LOAD: 4830 lbs. BRACE ANGLE: 50° BRACED TO OUTSIDE a▪ ) U) a) Cll > C r c U E6 N am LLI W �N Q =o o00 apz ~ ~� �zp (Wj�UZ W _W f 0 cc Z 0O)00 M 0- Q tL W N J � Q Q W 0 <- 00 pz 0 - zp ww�- 0 z a 0 d 2! CD Z d Q O z U F- 23'-11 %B" 4�-5 1.4'- 5 3' -0" 3' -0„ BRACE BRACE LU O - -- AIME -- 4' -1 %2" 4'-0" 7' -1 1 " 4.-0" c') FF 11 '-3, TB NOTE! THE BRACES ARE DESIGNED FOR ATTACHMENT AT TOP OF FLOOR SLAB ELEVATION UNLESS NOTED OTHERWISE. MEADOW BURKE WILL NOT AUTHORIZE THE USE OF NON - APPROVED BRACE TO FLOOR CONNECTIONS. APPROVED FLOOR SLAB CONNECTIONS ARE MB SLAM ANCHOR, MB BRACE BOLT, SUPER BOLT, AND BIG -75 GROUND INSERT. SEE MEADOW BURKE BRACING GENERAL NOTES FOR FLOOR SLAB DESIGN REQUIREMENTS. P -1 P -33 OPP. HAND MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: LOWER MINOR: 26' MAJOR: 52' MeadowBurke UPPER MINOR: 26' Engineering LEFT: 7.55 ' RIGHT: 7.55 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: CGX: 11.97' CGY: 19.59' CLY: 22.29' P: 61.9 K AREA: 811.6 SF VOLUME: 18.0 CY WEIGHT: 70.45 K CHK'p,BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 1 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REO'D: 2 L: 32.00' X: 20.49' BRACE LOAD: 7480 Ibs. DEADMAN LOAD: 4790 Ibs. BRACE ANGLE: 50° BRACED TO OUTSIEf 4'— 5" 3'— 0" I BRACE I 0 szr 23' -9'Y" 4'— 5" J "�l 3'-0" BRACE = = = = =I I I II JL 1r d J1_ 1r e 6,4 L I I I I 1 II I \L---JL---J 11 J e -11 3' -11 Y8" 4'-0" 7-11" 4'— 0" P -2 P -3 P -4 P -15 P -23 P -35 MINIMUM SLING LENGTHS MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 52' LOWER MINOR: 26' UPPER MINOR 26' LEFT: 7.47 ' RIGHT: 7.47 ' LEFT: RIGHT: LEFT RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CGX: 11.89' CGY: 19.59' CLY: 22.29' P: 61.3K AREA: 803.8 SF VOLUME: 17.8 CY CHK'D BY: PE DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB TAM6903FLD WEIGHT: 69.77 K SHEET: OF: 2 BRACE TYPE: SUPER + 5' EXT. BRACE TO: TB NO. REQ'D: 2 L: 27.00' X: 13.50' BRACE LOAD: 3432 Ibs. DEADMAN LOAD: 1717 lbs. BRACE ANGLE: 60° BRACED TO OUTSIDE k 8' -1 I" l'-9" ' -3„ B AC 1' -9" 1' -3 BAC MINIMUM SLING LENGTHS: MAJOR: 36' LOWER MINOR: 24' MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: UPPER MINOR: 24' LEFT: 2.30 ' RIGHT: 2.30 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CGX: 4.05' CGY: 19.46' CLY: 22.42' P: 23.9 K AREA: 315.3 SF VOLUME: 7.0 CY WEIGHT: 27.54 K CH BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 3 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REQ'D: 3 L: 32.00' X: 20.49' BRACE LOAD: 6557 Ibs. DEADMAN LOAD: 4198 Ibs. BRACE ANGLE: 50° BRACED TO OUTSIDE 29' -10" 6-2" 5- 0" BRACE 9'- 0" 6-2" 5- 0" BRACE -e- e e e e TI- e e e e (P8 ) cO FF 1'-3" V TB MINIMUM SLING LENGTHS: MAJOR: 36' MeadowBurke LOWER MINOR: 24' MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: UPPER MINOR: 24' Engineering LEFT: 8.74 ' RIGHT: 8.74 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: CGX: 14.91' CGY: 19.46' CLY: 22.42' P: 88.0 K AREA: 1161.0SF VOLUME: 25.9 CY WEIGHT: 101.37 K CHK'D BY: NG DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 4 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REDID: 2 L: 32.00' X: 20.49' BRACE LOAD: 6606 Ibs. DEADMAN LOAD: 4230 I bs. BRACE ANGLE: 50° BRACED TO OUTSIDE 20' -11 8" 4'- 6" `` 3'- 0" , I `BR ACE 4' -6'/a" _ 3'- 0" IBRACE I e 11 JL 1r 4 e 11 11 11 1 \ 11 it II = = =_ =1 \.` , 1j = = = lr = == 11 If =__= 1 11 II it ___ -IF___ / IF II II II\ \II iL_ =- J L ----JI _= 7 4 11 2'- 6" 8'-0" 2'- 6" (P-9 P -28 OPP. HAND MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: LOWER MINOR: 26 52' MeadowBurke j Engineering UPPER MINOR: 26' LEFT: 5.99 RIGHT: 5.99 LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: CGX: 10.49' CGY: 19.55' CLY: 22.30' P: 56.5 K AREA: 741.1 SF VOLUME: 16.4 CY WEIGHT: 64.39 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 5 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REO'D: 2 L: 32.00' X: 20.49' BRACE LOAD: 6453 Ibs. DEADMAN LOAD: 4132 Ibs. BRACE ANGLE: 50° BRACED TO OUTSIDE k 20'- 6" 4'- 3" 3' -1 " ={ BRACE 4'- 3" 3' -1 ^ __JI BRACE MINIMUM SLING LENGTHS: MAJOR: 36' LOWER MINOR: 24' MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: UPPER MINOR: 24' LEFT: 6.00 ' RIGHT: 6.00 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CGX: 10.25' CGY: 19.46' CLY: 22.42' P: 60.5 K AREA: 797.9 SF VOLUME: 17.8 CY WEIGHT: 69.71 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 6 BRACE TYPE SUPER + 5' EXT. BRACE TO: TB NO. REO'D: 2 L: 27.00' 13.50' BRACE LOAD: 3153 Ibs. DEADMAN LOAD: 1577 Ibs. BRACE ANGLE: 60° BRACED TO OUTSIDE 7' -5 /4" j 2' -1 j. 2.-0" 1' -4' RAC RAC e e e e e e = = _ 2'-9" 3'- 4" 0 z 0 0 w z w Z 0 H 0 w ce w 0 w 0 F- 0 CO w 0 0 Z 0 0 N N X 0 LL 2 O O J 0 fao N 0 w Q w a O w w -J 0 (NJ .. (P12A) MINiMVM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR 36' LOWER MINOR: 24' UPPER MINOR: 24' LEFT: 1.65' RIGHT: 1.65 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CGX: 3.65' CGY: 21.08' CLY: 23.31' P: 20.7 K AREA: 261.8 SF VOLUME: 5.8 CY WEIGHT: 22.88 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB A TAM6903FLD SHEET: OF: 7 BRACE TYPE: SUPER + 5' EXT. BRACE TO: TB NO. REQ'D: 2 L: 27.00' X: 13.50' BRACE LOAD: 3644 lbs. DEADMAN LOAD: 1823 I bs. BRACE ANGLE: 60° BRACED TO OUTSIDE 0 w 0 0 J J LL x 0 m M • W J 0 ch N b" cVv A 8' -7 /4" 2' -0" BRAC 1' -3 BRACE e e e e e e === = == = = = = =_ 1'- 9' 1'- 6" OPP. HAND MINIMUM SLING LENGTHS: MAJOR: LOWER MINOR: UPPER MINOR: 45' 30' 30' MeadowBurke Engineering MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: LEFT: 2.33 ' CGX: 4.33' RIGHT: 2.33 ' CGY: 19.38' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: CLY: 22.91' P 24.3 K AREA: 328.7 SF VOLUME: 7.3 CY WEIGHT: 28.72 K CHK'D BY: 11F— DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB 1 TAM6903FLD SHEET: OF: 8 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REVD: 2 L: 32.00' X: 20.49' BRACE LOAD: 7754 lbs. DEADMAN LOAD: 4965 Ibs. BRACE ANGLE: 50° BRACED TO OUTSIDE O z U tr O w z w z O H U w w 0 w J 0 0 w 0 J X w Q L- a O w J U Co M co ji k �3' 0" (BRACE 1 24' -7 %" it S-0" BRACE 1 81 1 1 1 1ie_ 7 y4 " 4'- 2 4" 4'- 0" 7'- 11" 4'- 0" MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: LOWER MINOR: 26' MAJOR: 52' MeadowBurke UPPER MINOR: 26' LEFT: 7.83 ' RIGHT: 7.83 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: CGX: 11.91' CGY: 19.56' CLY: 22.28' P: 65.8 K AREA: 837.7 SF VOLUME: 19.1 CY WEIGHT: 74.90 K CHK'D BY: Engineering DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 9 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REO'D: 2 L: 32.00' 20.49' BRACE LOAD: 7471 Ibs. DEADMAN LOAD: 4784 Ibs. BRACE ANGLE: 50° BRACED TO OUTSI[I H 4 -5 _i 3'- 0" BRACE 0 0 o 23'- 8 %B" 4' -5'/B" BRACE I JL lr 11: -Ir 4 0 .)1__" 4 11 tr a = == = == u = = =_ o - - - --i IL_--JL - - -i IL---- - - - --I r---- 1r - - --1 - - -- I I II I II 11 II II II 3' -11 " 4'- 0" 7'- 11" 4'- 0" P -16 OPP. HAND MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 52' LOWER MINOR: 26' UPPER MINOR: 26' LEFT: 7.45 ' RIGHT: 7.45 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CGX: 11.87' CGY: 19.59' CLY: 22.29' P: 61.2K AREA: 802.7 SF VOLUME: 17.8 CY WEIGHT: 69.67 K CHKK'DD C BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 10 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REO'D: 2 L: 32.00' X: 16.00' BRACE LOAD: 5816 lbs. DEADMAN LOAD: 2909 I bs. BRACE ANGLE: 60° BRACED TO OUTSIDE k 3'-8" 4'-5" I BRACE 17' -8%B" 17' -0%B" @ P -12 3 -8 I BRACE I P -12 P -26 MINIMUM SLING LENGTHS: MAJOR: 41' MeadowBurke LOWER MINOR: 24' MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: UPPER MINOR: 24' LEFT: 5.19' RIGHT: 5.19' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: CGX: 8.86' CGY: 18.71' CLY: 21.71' P: 50.1 K AREA: 663.1 SF VOLUME: 14.8 CY WEIGHT: 58.09 K CHK'D BY: Engineering DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 11 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REO'D: 3 L: 32.00' X: 20.49' BRACE LOAD: 6910 Ibs. DEADMAN LOAD: 4425 Ibs. BRACE ANGLE: 50° 0 z 0 tL Z W O_ z 0 U w cc -J w 0 w 0 BRACED TO OUTSIDE 0 J U v M N 0 W Q LL 0 re w -J U M (• 0 6-7" 7'- 6" BRACE alc 31'-0Y8" 8'- 6" 8' -0" 7'-23A" Z-8: r 7'- 6" BRACE 1,-0" 7-3" e e e $- $ e e e 5-7" TOTAL REQ'D ERECTION REINFORCING # 5 0 x FULL HT. GRADE 60 (6) 1 1/8" CLR. BOTTOM FACE f 21 ( 4 1 1 1/8" CLEAR TOP FACE f 01 ESTIMATED QUANTITY TO ADD --"f MINIMUM SLING LENGTHS: MAJOR: 40' MeadowBurke LOWER MINOR: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: UPPER MINOR: Engineering LEFT: 6.95 ' RIGHT: 6.95 ' LEFT: 4.25 ' RIGHT: 4.25 ' LEFT: 3.62 ' RIGHT: 3.62 ' SEE SPECIAL DETAILS ON SHEET: CGX: 17.78' CGY: 19.24' CLY: 23.08' P: 73.2 K AREA: 1001.9 SF VOLUME: 22.4 CY WEIGHT: 87.77 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 12 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REO'D: 2 L: 32.00' X: 20.49' BRACE LOAD: 6369 Ibs. DEADMAN LOAD: 4078 Ibs. BRACE ANGLE: 50° BRACED TO OUTSIDE It•` S-6" 3'- 0" I BRACE I 20' -2 %8" 3'- 11'' /a "J S-0" -I BRACE II II JL —11— 7 1U N _ =__ =11 = = = = =y 11 t. =___= L- e 4'-8 %" 4'-0" 5'- 1 " 4' 0" MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 53' LOWER MINOR: 25 UPPER MINOR: 25' LEFT: 6.40 ' RIGHT: 6.40 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CGX: 9.90' CGY: 19.62' CLY: 22.30' P: 50.8 K AREA: 666.5 SF VOLUME: 14.8 CY WEIGHT: 57.77 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB TAM6903FLD SHEET: OF: 13 BRACE TYPE: SUPER + 5' EXT. BRACE TO: TB NO. REQ'D 2 L: 27.00' X: 13.50' BRACE LOAD: 5867 lbs. DEADMAN LOAD: 2935 Ibs. BRACE ANGLE: 60° BRACED TO OUTSIDE z w0 0 up z cc w z 0 U w W= P _J LL W QX 1- o4t z 0 z uJ z 0 0 w W a -J w 0 H 0 0 w J 51 LL X 0 w Q a O w J 0 co 0 w w 13-6Y8" 5' -3 t" QII -11' CO FF 1'- 3" TB O z 0 O LL z W z O 0 W w 0 a w F- 0 0 W 0 O 2 J -J LL X (P -18) OPP. HAND P -20 0 2a 1- O 0 z a Uw F- • W MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 52' LOWER MINOR: 26' UPPER MINOR: 26' LEFT: 3.37 ' RIGHT: 3.37 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CGX: 8.64' CGY: 19.55' CLY: 22.29' P: 47.8 K AREA: 465.2 SF VOLUME: 13.9 CY WEIGHT: 54.53 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB TAM6903FLD SHEET: OF: 14 -iAEI RACE i i N q' � 1a pa pa ku —a a I e I -e- r \ \ 23'- 3 %" 1 w - a — N — al e a a a II N A ll N p I I 'V' v —— e 73 v a _1. a • _ = —_ —= == - - - -- 7 4 - CO A V 71/4" 7- 7 lh" d'- n" A'- 33/4" CO FF 1'- 3" TB O z 0 O LL z W z O 0 W w 0 a w F- 0 0 W 0 O 2 J -J LL X (P -18) OPP. HAND P -20 0 2a 1- O 0 z a Uw F- • W MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 52' LOWER MINOR: 26' UPPER MINOR: 26' LEFT: 3.37 ' RIGHT: 3.37 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CGX: 8.64' CGY: 19.55' CLY: 22.29' P: 47.8 K AREA: 465.2 SF VOLUME: 13.9 CY WEIGHT: 54.53 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB TAM6903FLD SHEET: OF: 14 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REO'D: 3 L: 32.00' X: 20.49' BRACE LOAD: 7042 lbs. I DEADMAN LOAD: 4509 lbs. BRACE ANGLE: 50° BRACED TO OUTSIDE z 0 w z w z 0 1- 0 W w O w z 0 c O z w D_ z O 0 W w n 0 -J w 0 I- O z 0 O w z w cc z 0 1- 0 w w 0 w 1- 0 1- 0 co w 0 J LL >St co w n O J J U_ U_ 0 (0 w n x J J w In 1- 0 0 O J 0 rn w 2 0 O m J 0 d' M CO O w 0 0 0 m J U 0) N Q LL. d O ce w J 0 rn m w a 0 Q w J 0 M co 0 w Q LL 0 0 c6, N 0 w Q 2 NOTE: USE 6'/:" SLIII INSERTS FOR THIS PANEL. 33' -6'Y2" TOTAL REQ'D ERECTION REINFORCING # 5 0 x FULL WD. GRADE 60 ( 5 1 1 3/4" CLR. BOTTOM FACE f 31 15) 1 3/4" CLEAR TOP FACE (31 ESTIMATED QUANTITY TO ADD --s" 7'-0 ' /2" 6-7" BRACE 7-0'/2" J 5'-7" BRACE WEDGE FREE OF CASTING BED PRIOR TO ERECTION FHC�CEF� E 2'-6' 5'- 5 1' -9 F 9' -8%" 2'-6' 1 6-4" � -4" 1'- 2'- 6" 4" 2'- 6" 4'- 0" Z-6 %" 2'-6 TOTAL REQ'D ERECTION REINFORCING # 5 0 x FULL HT. GRADE 60 (2 ) 1 1/8" CLR. BOTTOM FACE f 01 (2) 1 1/8" CLEAR TOP FACE f 01 ESTIMATED QUANTITY TO ADD —. Z-6' /2" 5'-5 21-6' w CO W co '0 _1 "O I OD TOTAL REQ'D ERECTION REINFORCING #50x FULL HT. GRADE60 (2 )1 1/8" CLR. BOTTOM FACE f 01 1 ) 1 1/8" CLEAR TOP FACE f 01 ESTIMATED QUANTITY TO ADD —" O z 0 O z_ w cc z 0 0 w W n a w O I co co FF TB -1" O c0 w n 2 J J lL x 0 w 0 w 2 0 O IY J U 0) N 0 w Q W 0 0 cc W -J 0 co 0 a 2 MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: LOWER MINOR: 26' MAJOR: 39' MeadowBurke UPPER MINOR: 26' Engineering LEFT: 9.73 ' RIGHT: 9.73 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: CGX: 16.77' CGY: 20.30' CLY: 22.63' P: 79.6 K AREA: 1026.2 SF VOLUME: 22.7 CY WEIGHT: 88.79 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 15 II-- 11 11 � r�r' —�i 1� rr -- 1 - rr'– ;1 d-71 fi rG__ 1 FHC�CEF� E 2'-6' 5'- 5 1' -9 F 9' -8%" 2'-6' 1 6-4" � -4" 1'- 2'- 6" 4" 2'- 6" 4'- 0" Z-6 %" 2'-6 TOTAL REQ'D ERECTION REINFORCING # 5 0 x FULL HT. GRADE 60 (2 ) 1 1/8" CLR. BOTTOM FACE f 01 (2) 1 1/8" CLEAR TOP FACE f 01 ESTIMATED QUANTITY TO ADD —. Z-6' /2" 5'-5 21-6' w CO W co '0 _1 "O I OD TOTAL REQ'D ERECTION REINFORCING #50x FULL HT. GRADE60 (2 )1 1/8" CLR. BOTTOM FACE f 01 1 ) 1 1/8" CLEAR TOP FACE f 01 ESTIMATED QUANTITY TO ADD —" O z 0 O z_ w cc z 0 0 w W n a w O I co co FF TB -1" O c0 w n 2 J J lL x 0 w 0 w 2 0 O IY J U 0) N 0 w Q W 0 0 cc W -J 0 co 0 a 2 MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: LOWER MINOR: 26' MAJOR: 39' MeadowBurke UPPER MINOR: 26' Engineering LEFT: 9.73 ' RIGHT: 9.73 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: CGX: 16.77' CGY: 20.30' CLY: 22.63' P: 79.6 K AREA: 1026.2 SF VOLUME: 22.7 CY WEIGHT: 88.79 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 15 BRACE TYPE: SUPER BRACE 32 BRACE T0: TB NO. REQ'D: 2 L: 32.00' 20.49' BRACE LOAD: 6369 lbs. OEADMAN LOAD: 4078 lbs. BRACE ANGLE: 50° BRACED TO OUTSIDE 20' -2'!B" 3' -0" BRACE I V 0 1J 0 t cn II2 M tl II II 11 4' 0" 21-5 %" F K 5-5" 5'- 1" u r- -- 1---- r■II ■ wm 3'- 4" 4'- 0" 11' -10 " 3'- 4" 12' -4%" 2' -4" FF f1 -3" TB REVISED DATE: 8/23/2011 MB DESTROY ALL COPIES OF THIS SHEET PRIOR TO ABOVE DATE MINIMUM SLING LENGTHS: MAJOR: 54' MeadowBurke LOWER MINOR: 25' MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: UPPER MINOR: 25' Engineering LEFT: 6.28 RIGHT: 6.28 ' LEFF: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: COX: 10.28' COY: 19.94' CLY: 22.23' P: 50.9 K AREA: 654.0 SF VOLUME: 14.5 CY WEIGHT: 56.70 K CHK'O BY: ES DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB 1 TAM6903FLD SHEET: OF: 16 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REQ'D: 3 L: 32.00' X: 20.49' BRACE LOAD: 6907 I bs. DEADMAN LOAD: 4423 I bs. BRACE ANGLE: 50° BRACED TO OUTSIDE 0 N O N CV 2'- 8" 7-3" 6 C H 7-6" BRACE 31' -0" 8'-0" e e e -e- -6- L e e e 7)" 4 8'- 6 ' /a" + 6'-r J 7-6" jl BRACE 1' -0„ z 0 z w z 0 0 W w 0 O 7' -3" 25'- 5" 5-7" 0 m N FF TB TOTAL REQ'D ERECTION REINFORCING #50x FULL HT. GRADE60 (6 ) 1 1/8" CLR. BOTTOM FACE f 21 (4) 1 1/8" CLEAR TOP FACE 101 ESTIMATED QUANTITY TO ADD — 0 LL 0 U' z 0 0 0 m CO (P_59) 00 0 01 LLI LL OOQ i_O O m W ce J a o 0 • 1- ▪ 2 N N 1.1.1 MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: LOWER MINOR: MAJOR: 40' MeadowBurke UPPER MINOR: Engineering LEFT: 6.93 ' RIGHT: 6.93 ' LEFT: 3.63 ' RIGHT: 3.63 ' LEFT: 4.26 ' RIGHT: 4.26 ' SEE SPECIAL DETAILS ON SHEET: CGX: 13.23' CGY: 19.24' CLY: 23.08' P: 73.1 K AREA: 1001.5 SF VOLUME: 22.4 CY WEIGHT: 87.73 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB A TAM6903FLD SHEET: OF: 17 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REO'D: 2 L: 32.00' X: 20.49' BRACE LOAD: 7754 lbs. DEADMAN LOAD: 4965 lbs. BRACE ANGLE: 50° BRACED TO OUTSIDE 0 z 0 LL z w z 0 0 w cc W W -J O F- z 0 cc 0 z w cc z 0 0 w w 0 w cc 0 1- 0 0 W 0 0 J U_ LL 0 w 0 J U_ M LL a. 0 w J 0 0 z 0 LL z w D_ z 0 0 w w 0 0 w O w O z 0 0 o co X 4t I O' 24'-7%" 5-3" 3-0" ,J (BRACE I 3-10" 3'— 0" BRACE I Zh 11 e MMIM I � u + —TT r i a - -i 1--I— _:i::: II 11 ll" 2 -98" 8'-9" I 3' -11 8" Z-4" 6'-4" 6-9" 4'-0" 4'-2 ' /a" FF TB -1" TOTAL REQ'D ERECTION REINFORCING #50x FULL WD. GRADE60 ( 3 ) 1 3/8" CLR. BOTTOM FACE f O (3) 1 3/8" CLEAR TOP FACE f O 1 ESTIMATED QUANTITY TO ADD —� P -24 MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 55' LOWER MINOR: 26' UPPER MINOR 26' LEFT: 7.78 ' RIGHT: 7.78 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CGX: 13.03' CGY: 20.33' CLY: 22.58' P: 64.2 K AREA: 796.9 SF VOLUME: 18.2 CY CHKK'D BY: 1 DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD WEIGHT: 71.34 K SHEET: OF: 18 i BRACE TYPE: SUPER -r 5' EXT. BRACE TO: TB NO. REQ'R: 2 27.00' X: 13.50' BRACE LOAD: 3178 lbs. DEARMAN LOAD: 1590 lbs. BRACE ANC E: 60° BRACED TO OUTSIDE 0 z 0 z uJ o! z 0 w 0 w c4 H 0 0 w ❑ 0 0 z 0 9 N x 1) w LL, 2 0 O m - J 0 a N a w a O 0 7-6" 1-103A" 1 1! BRAC e e e e e = =__ 1'- 5" REVISED DATE: 8/23/2011 MB DESTROY ALL COPIES OF THIS SHEET PRIOR TO ABOVE DATE P -26A MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR REGHT MINOR SPREADER BAR MAJOR: 41' LOWER MINOR: 24' UPPER MINOR: 24' LEFT: 1.93 RIGHT. 1.93' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CU: 3.82' CGY: 21.08' CLY: 23.53' P: 20.7 K AREA: 263.9 SF VOLUME: 5.9 CY CHICO BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB N TAM6903FLD WEIGHT: 23.06 K SHEET: OF: 19 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REO'D: 2 L: 32.00' X: 20.49' BRACE LOAD: 6453 Ibs. DEADMAN LOAD: 4132 Ibs. BRACE ANGLE: 50° BRACED TO OUTSIDE w U W Z 00 CL J X O U7 H � N w O m w w J U M N w Q u_ 0 O Ce J U 20'- 6" 4'- 3" 5'- 0" BRACE 4' -2 as "� 5'- 0" BRACE I e L e e e e e = ___= _____= 2'- 4" 1' -8 %z" MINIMUM SLING LENGTHS: MAJOR: 41' MeadowBurke LOWER MINOR: 27' MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: UPPER MINOR: 27' Engineering LEFT: 6.03 ' RIGHT: 6.03 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: CGX: 10.28' CGY: 19.50' CLY: 21.88' P: 61.9 K AREA: 794.8 SF VOLUME: 17.7 CY WEIGHT: 69.43 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB 1 TAM6903FLD SHEET: OF: 20 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REO'D: 3 L: 32.00' X: 20.49' BRACE LOAD: 7082 I bs. DEADMAN LOAD: 4535 I bs. BRACE ANGLE: 50° BRACED TO OUTSIDE O z 0 O LL z w cc z 0 0 w w —J 0 O w O 0 0 w 0 — J J LL I o. 2'-9" 7-10" 7'-0" 8'-6" 1 BRACE 29'-10" 8' -10 3/4" 7- 0" BRACE e 3'-8" e 1" 74, 22' -0%" TOTAL REQ'D ERECTION REINFORCING # 5 0 x FULL HT. GRADE 60 (11) 3/4" CLEAR BOTTOM FACE f 11 1 ESTIMATED QUANTITY TO ADD �s 3'- 8" MIN MEI e -e- 6-4" U m zcr N co c) FF J 1' -3" TB -1" TOTAL REQ'D ERECTION REINFORCING # 5 0 x FULL HT. GRADE 60 ( 6 ) 3/4" CLEAR BOTTOM FACE f 51 (6) 3/4" CLEAR TOP FACE f 51 ESTIMATED QUANTITY TO ADD —" z 0c(0 w w z0 z O 1- U W W 0 a WLL Q- - O O4t LL O O m J 0 (P -30) MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: LOWER MINOR: MAJOR: 35 MeadowBurke UPPER MINOR: Engineering LEFT: 7.69 ' RIGHT: 7.69 ' LEFT: 3.91 ' RIGHT: 3.91 ' LEFT: 4.45 RIGHT: 4.45 ' SEE SPECIAL DETAILS ON SHEET: CGX: 14.36' CGY: 20.26' CLY: 23.59' P: 82.6 K AREA: 1101.4 SF VOLUME: 24.6 CY WEIGHT: 96.17 K CHK'DDBBY: 1 ~. DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 21 BRACE TYPE: SUPER + 5° EXT. BRACE TO: TB NO. REO'D: 2 L: 27.00' X: 13.50' BRACE LOAD: 3432 Ibs. DEADMAN LOAD: 1717 Ibs. BRACE ANGLE: 60° BRACED TO OUTSIDE 8' -1 4" RACE, &AC e e e e e e f>.< e e =z=== ze = == = = =a C= = == = = === =z 2'- 3" 1 21-4" MINIMUM SUNG LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: LOWER MINOR: 27' MAJOR: 41' MeadowBurke UPPER MINOR: 27' LEFT: 2.06 ' RIGHT: 2.06 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: CGX: 4.06' CGY: 19.55' CLY: 21.88' P: 24.4 K AREA 312.2 SF VOLUME: 7.0 CY WEIGHT: 27.27 K CHK'D,BY: Engineering DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB I TAM6903FLD SHEET: OF: 22 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REO'D: 2 L: 32.00' X: 20.49' BRACE LOAD: 7480 Ibs. DEADMAN LOAD: 4790 Ibs. BRACE ANGLE: 50° BRACED TO OUTSIDE O z 0 O LL z w re z 0 1— 0 w re w 0 w 0 CO w 0 O J J N w Q 0_ O w J 0 c° CO co O 2 USE 6W INSERT 0% k 4'— 0" 23' -9' /a" 3'— 0" BRACE r -e kV-0" 3-11 %B ' H 6'-9" -e 6-4" 15' -10aa" 4' -0" O z re O w z w 0 I M W w 0 w FF J-1'- 3" TB -1" 0 CO w 0 0 U' z O O 0 Q LL 0 O Q kr W J 0 co rO 0 Q 2 (P -34) MINIMUM SLING LENGTHS: MAJOR: 54' MeadowBurke LOWER MINOR: 27' MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: UPPER MINOR: 27' Engineering LEFT: 7.59 ' RIGHT: 7.59 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: CGX: 11.59' CGY: 20.39' CLY: 22.58' P: 60.0 K AREA: 766.2 SF VOLUME: 17.0 CY WEIGHT: 66.48 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 23 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REO'D: 2 L: 32.00' X: 20.49' BRACE LOAD: 7480 lbs. DEADMAN LOAD: 4790 I bs. BRACE ANGLE: 50° BRACED TO OUTSIDE 0 z U cc 0 LL z w cc z 0 U W tr W 0 a W I- ° O W CD• U 4.0 U. SI < 000 0 U z z -<0 J W co Q • 1- W U z U 0 I1 z w z 0 1- U w cc w 0 a w cc -J O O co w 0 c9 J LL X N w ¢ LL a 0 M M 0 w I= co w 4'- 8 ' /a" 6 7 3'— 0" BRACE 23' -94" 3' -10" 3'- 0" BRACE ZV 10 1 1 1 1 1 1 1 L__ L r L bar arAins•ar II 1 II uw CO CO v A 6-4" 4'-0 4' -0" 2'-9 '/B" 2'-4' F-IT4'- 0''14'' -4 8 " �`4' -0'" 3'-11Y8" USE 6W INSERT 3" TB -1" U z cc 0 z w z 0 U w w 0 a w F¢- O m w 0 J LL X tC1 (P -36) MINIMUM SLING LENGTHS: MAJOR: 53' LOWER MINOR: 27' MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: UPPER MINOR: 27' LEFT: 7.62 ' RIGHT: 7.62 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke CGX: 12.32' CGY: 20.17' CLY: 22.43' P: 60.7 K AREA: 777.6 SF VOLUME: 17.2 CY WEIGHT: 67.53 K CHK' $Y: Engineering DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 24 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REQ'D: 2 L: 32.00' X: 20.49' BRACE LOAD: 7543 Ibs. DEADMAN LOAD: 4830 Ibs. BRACE ANGLE: 50° BRACED TO OUTSIDE O Z D! O LL z W Z 0 0 — J W w 0 w 0 1— O co W O 0 J w X N w LL 0 0 w -J 0 co Z_ 0 O LL z W cc z O F- 0 W 0: w O a w 0 O m w O 0 LL LL O J 0 a0 M N 23' -11 %" 3'- 0" BRACE 10 %2J 3' -0°1 'BRACEI IF 11 0 z 0 LL z W z 0 0 w W 0 a w F- 0 O (0 w 0 LL N W LL O J U 0 Q O 0 I- < co 0. 4' -0" 3' -11 H AC 6-9" 15' -10 s" 6- 4" +4'- 0" rte■ U' z O LL z W I a0 M H 0 w tr w 0 0 w O H- �1 FF 3" TB 1" 0 (0 w 0 0 Z 0 0 0 co X M MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 52' LOWER MINOR: 27' UPPER MINOR: 27' LEFT: 7.55 ' RIGHT: 7.55 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CGX: 11.55' CGY: 19.99' CLY: 22.35' P: 61.8 K AREA: 796.0 SF VOLUME: 17.7 CY WEIGHT: 69.14 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB TAM6903FLD SHEET: OF: 25 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REO'D: 2 L: 32.00' X: 20.49' BRACE LOAD: 8354 Ibs. DEADMAN LOAD: 5349 I bs. BRACE ANGLE: 50° BRACED TO OUTSIDE I 0- N V k 5 -5 H (� 6'- 7" I BRACE 26'-6 %2" 6'- 0 %" H 6-7" BRACE e 0 Fc5' -4 %s" e e -e- Da e H e 8'-3%" 3'-4" 2'- 4" 3' -6' /a" L 2'-4" 14' -7' /B" 8'- 4 %" 0 w ;O 1 1 c N 8" c) FF J1 -3, TB -1" TOTAL REQ'D ERECTION REINFORCING # 5 0 x 6'4" LONG GRADE 60 (2 1 1 7/8" CLR. BOTTOM FACE f 01 (2) 1 7/8" CLEAR TOP FACE f 01 ESTIMATED QUANTITY TO ADD --"e (P..38) MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: LOWER MINOR: 27' MAJOR: 41' MeadowBurke UPPER MINOR: 27' Engineering LEFT: 7.53 ' RIGHT: 7.53 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: COX: 12.95' CGY: 19.95' CLY: 22.16' P: 76.9 K AREA: 977.6 SF VOLUME: 21.8 CY WEIGHT: 85.42 K CHK'D ,$Y: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 26 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REQ'D: 2 L: 32.00' X: 20.49' BRACE LOAD: 4231 lbs. DEADMAN LOAD: 2709 Ibs. BRACE ANGLE: 50° BRACED TO OUTSIDE z O cc 0 LL W Z 0 0 W w 0 0 w cc - J Z cc 0 LL z w Z 0 U w W 0 0 w Q O g O co w 0 0 J LL x O co w 0 0 2 -J J LL x co O w 0 LL 0 O -J 0 N 0 LL O Q! -J U 0 W 0 LL 0 CC W - J 0 ib O w a LL a 0 CC W J 0 co 0 O a 0 2 0 0 a Q V) 13' -5 Y' 2'- 73A" 2' 3i 3'- 4" 3-4" BRACE BRACE e e e - - -e-- e 6'- 4" 2 -1 %" H i 7-0 Ys" 1' -9 %" i4' -1 /4 1` 2'- 4" (P -39) MINIMUM SLING LENGTHS: MAJOR: 45' MeadowBurke LOWER MINOR: 21' MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: UPPER MINOR: 21' Engineering LEFT: 4.27 ' RIGHT: 4.27 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: CGX: 6.92' CGY: 21.46' CLY: 23.65' P: 36.4 K AREA: 459.5 SF VOLUME: 10.2 CY WEIGHT: 40.10 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB# TAM6903FLD SHEET: OF: 27 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REQ'D: 2 L: 32.00' X: 20.49' BRACE LOAD: 6675 Ibs. DEADMAN LOAD: 4274 Ibs. BRACE ANGLE: 50° BRACED TO OUTSIDE 0 I 4 0 I "v 21' -2Y2" H 3L6" 3' -0" BRACE 1.3 -9/B J l 3'- 0" � I BRACE - e -e- e II USE 6W INSERT i e —Ir II II Il 0 r ___=r= = =i e= = == 9 - -_ -_JI L__ _It__ = =U Ir = = == II / \ 0 II 0 tl IF -c() 7 4 II 4'— 3" 2'-6" 7-4W 3'-4" P -40 MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 54' LOWER MINOR: 24' UPPER MINOR: 24' LEFT: 6.97 ' RIGHT: 6.97 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke CGX: 10.47' CGY: 19.95' CLY: 22.42' P: 56.6 K AREA: 732.1 SF VOLUME: 16.2 CY WEIGHT: 63.60 K CHK'D BY: Engineering DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB N TAM6903FLD SHEET: OF: 28 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REO'D: 2 L: 32.00' X: 20.49' BRACE LOAD: 6675 Ibs. DEADMAN LOAD: 4274 I bs. BRACE ANGLE: 50° BRACED TO OUTSIDE I 5 -1' L21-9%.1 BRACE z 0 z W z 0 0 w W ('J w 0 W W 0 U- a 0 r' o 0 - Ci D OLU U.aO�I- XMa-2 • P • cNiw 0 z O cO zUJ uJ 0 z 0 U wz CC z o row M x O4* 21' -2Y2" 1' -7's" HH 2'-9" BRACE JL it a p p 11 a 0 II a o 11 a J V -ir 11 1—= = = =Ir = ji b II 11 ------ - - - - -d N 1 N 11— = = == L = = = =11 ■1 iI L 3' -8' A" 2'- 6" 8'-2 2'-6" 3'- 75/8" 7/4" cO M FF Jl '- 3" TB -1" P -41 MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 52' LOWER MINOR: 26' UPPER MINOR: 26' LEFT: 7.26 ' RIGHT: 7.26 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CGX: 12.34' CGY: 19.53' CLY: 22.29' P: 68.5 K AREA: 749.7 SF VOLUME: 20.0 CY WEIGHT: 78.11 K CHK'K'[rl BY: Iv DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 29 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REO'D: 3 L: 32.00' 20.49' BRACE LOAD: 6483 lbs. DEADMAN LOAD: 4151 Ibs. BRACE ANGLE: 50° BRACED TO OUTSIDE z cc 0 LL z w ce z 0 U w w i w Q 0 m w z 0 0 O co x w 0 LL 2 0 F- O w J U ■d co 0 Q 0 co THIS PANEL REQUIRES SPECIAL RIGGING. SEE RIGGING DETAIL SHEET SP4RB. 6.-9" 5'- 2" BRACE aIc 30.-103/8" 10' -3 %8" e 4'- 6 am. own MOM MI. 74 (P -42) TOTAL REQ'D ERECTION REINFORCING #50x FULLWD. GRADE60 (5)13/8" CLR. BOTTOM FACE f 31 (5) 1 3/8" CLEAR TOP FACE f 31 ESTI MATED QUANTITY TO ADD --"Ir 5'-6 3/8"H 5- 2" p BRACE -I 6" 4.-0" 3.-43/4 ' 6-2" 4.-0" 3.-6" 3' -7%" 6-8" 31-6" This Panel Requires STAGGERED Inserts. See Spreader Bar Dimensions Below. MINIMUM SUNG LENGTHS: MAJOR SPREADER BAR: O z re O LL z W z O I- U w w 0 a w O 0 3' -3 %'m 'o t 4 O CV o m w 0 O u_ LL LSI FF f,'-33" Y TB w 0 LL 2 0 O J U Eo tn TOTAL REQ'D ERECTION REINFORCING #50 x FULLWD. GRADE 60 (5) 13/8" CLEAR TOP FACE [31 ESTIMATED QUANTITY TO ADD —" TOTAL REQ'D ERECTION REINFORCING #50 x FULLWD. GRADE 60 (2) 1 3/8" CLR. BOTTOM FACE f 01 (2) 13/8" CLEAR TOP FACE [01 ESTIMATED QUANTITY TO ADD —0" LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: LOWER MINOR: 26' MAJOR: 54' MeadowBurke UPPER MINOR: 26' LEFT: 8.79 ' RIGHT: 8.79 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: SP4RB CGX: 16.04' CGY: 19.69' CLY: 23.41' P: 77.7 K AREA: 1063.1 SF VOLUME: 23.6 CY WEIGHT: 92.36 K CHK'D BY: Engineering DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB# TAM6903FLD SHEET: OF: 30 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REQ'D: 2 L: 32.00' 20.49' BRACE LOAD: 6087 Ibs. DEADMAN LOAD: 3898 I bs. BRACE ANGLE: 50° BRACED TO OUTSIDE 0 cc 0 0 w ccZ; w z, 0 0 w Q' w 0 w ce - J 0 Z 0 0 w Z w z O 0 W w 0 0 W 0 o t0 w 0 0 0 z 0 -J OtO 0 M x 0 o 0 w z O 9 0 co CID 0 w Q w 0 O J N 0 0 O 2 0 w Q w 0 O to a- N THIS PANEL REQUIRES SPECIAL RIGGING. SEE RIGGING DETAIL SHEET SP4RB. 19' -4' /a" 3'-8" 31-8" BRACE 31-8" BRACE N I 4 N Z C-5 0 Z w Z O 0 w cc w 0 w 0 0 w Q 0 w 0, 2'- 6' 6-4" 2'-6' 7-8 Ys" 1'-4" 1'-4" 7-8 ' /a" 4'- 0" This Panel Requires STAGGERED Inserts. See Spreader Bar Dimensions Below. FF f 1'-3" TB - TOTAL REQ'D ERECTION REINFORCING # 6 0 x 30'-0" LONG GRADE60 (2 )1 1/8" CLR. BOTTOM FACE 10 1 (2 ) 1 1/8" CLEAR TOP FACE 101 ESTIMATED QUANTITY TO ADD —' W 0 0 LL 2 0 O m W J 0 co co P -43 MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 54' LOWER MINOR: 26' UPPER MINOR: 26' LEFT: 6.01 ' RIGHT: 6.01 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: SP4RB MeadowBurke Engineering CGX: 9.68' CGY: 20.71' CLY: 23.41' P: 44.4 K AREA: 579.0 SF VOLUME: 12.8 CY WEIGHT: 50.12 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB TAM6903FLD SHEET: OF: 31 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REQ'D: 3 L: 32.00' X: 20.49' BRACE LOAD: 6483 lbs. DEADMAN LOAD: 4151 lbs. BRACE ANGLE: 50° BRACED TO OUTSIDE 0 Z c) O LL Z W re Z O 1- 0 W W 0 W 0 0 W 0 J LL X M w LL 0 O m D_ J 0 M M LL a. 0 W J 0 c+� THIS PANEL REQUIRES SPECIAL RIGGING. SEE RIGGING DETAIL SHEET SP4RB. H 5-6" 5'-2" 10'-3Y8" - BRACE e e 2'- 6" 8'- 6" 30' -10 %8" TOTAL REQ'D ERECTION REINFORCING # 5 0 x FULL WD. GRADE 60 ( 5 ) 1 3/8" CLR. BOTTOM FACE f 31 (5) 1 3/8" CLEAR TOP FACE f 31 ESTIMATED QUANTITY TO ADD �s 8 11 8'- 6" iJ 3'- 7 %8 II II 11 11 II II r -- IMM • W 13' -3 %" This Panel Requires STAGGERED Inserts. See Spreader Bar Dimensions Below. MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: 4'- 0" 6'- 2" 4'- 0" CO C) FF TB Z O LL Z W cc Z 0 F- 0 cc W w 0 0 w D_ O 0 co w 0 0 Z 0 J O 0 M W 0 LL 2 0 O W J U M M 0 0 F- Q a 0 2 N P -44 LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 56' LOWER MINOR: 24' UPPER MINOR: 24' LEFT: 8.73 ' RIGHT: 8.73 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: SP4RB MeadowBurke Engineering CGX: 14.85' CGY: 19.56' CLY: 23.16' P: 79.2 K AREA: 1079.8 SF VOLUME: 24.0 CY WEIGHT: 93.82 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 32 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REQ'D: 2 L: 32.00' X: 20.49' BRACE LOAD: 6675 Ibs. DEADMAN LOAD: 4274 I bs. BRACE ANGLE: 50° BRACED TO OUTSIDE 21'-2%2" 1' -7„ C7 z e OW z w z 0 1- 0 W cc -J w 0 W 0.' O 0 z D_ 0 u_ z w z 0 ►- 0 w cc W - J 0 W H 0 0 w 0 0 J J 51 w X w 0 u. 2 O I- 0 m -J J U co CD u_ o_ O co 0 Q I— 0 I- < 2 3'- 0" BRACE 5'-03/8" 3'- 0" BRACE I M -tr r I — r_.:.-- _,�I 11 ' II o 4 II == = = =1 - -- lr =_= 11 I = — = —� 11 11 11 =____1 IF— -- lr___ -1I II— II II____,___,.... i II L_ = J 7-4 II II CO z 0 z W z 0 U w D_ w 0 0 w cc 0 7%4" 3'- 7%" 2'- 6" 8'- 0" 2'- 6" FF 1 - 3" TB tD 0 W 0 0 0 z 0 9 o co (P -45) MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: LOWER MINOR: 26' MAJOR: 52' MeadowBurke UPPER MINOR: 26' Engineering LEFT: 7.30 ' RIGHT: 7.30 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: CGX: 8.88' CGY: 19.54' CLY: 22.29' P: 68.5 K AREA: 749.7 SF VOLUME: 20.0 CY WEIGHT: 78.12 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB 1 TAM6903FLD SHEET: OF: 33 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REO'D: 2 L: 32.00' X: 20.49' BRACE LOAD: 6675 lbs. DEADMAN LOAD: 4274 Ibs. BRACE ANGLE: 50° BRACED TO OUTSIDE k 4'- 4" 3' 0" BRACE 0 0 Zo I u) C1) 21' -2' /z" 4' -3 %s" -1 3'- 0" IBRACE 11 0 0 0 Id r USE 6W INSERT I g- 11- i w = 4 , N h 1 h\ /1 _ = == j I = = =_ Ir = =_ 11 - - - -I r----- it - - --I 1 1 II I e L_ I 3' -11 6' � 2'- 8'- 0" 2'- 6" P -46 MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 52' LOWER MINOR: 26' UPPER MINOR: 26' LEFT: 6.29 ' RIGHT: 6.29 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CGX: 10.62' CGY: 19.55' CLY: 22.31' P: 57.1 K AREA: 749.7 SF VOLUME: 16.6 CY WEIGHT: 65.14 K CHK'D BY: i4 DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 34 BRACE TYPE: SUPER + 5' EXT. BRACE TO: TB NO. REO'D: 2 L: 27.00' X: 13.50' BRACE LOAD: 5695 lbs. MADMAN LOAD: 2849 lbs. BRACE ANGLE: 60° BRACED TO OUTSIDE 13' -5' /c" 31-4" BRACE - I H 9" 2'- L 3'-4" BRACE e e e e e e e === == ==== === == == == cm === =ate= =mans =g == === sm== =St === = == === 74 (P -47) MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 36' LOWER MINOR: 24' UPPER MINOR: 24' LEFT: 3.97 ' RIGHT: 3.97 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CGX: 6.72' CGY: 19.46' CLY: 22.42' P: 39.7 K AREA: 523.1 SF VOLUME: 11.7CY WEIGHT: 45.70 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 35 BRACE TYPE: SUPER BRACE 32 BRACED TO OUTSIDE BRACE TO: TB NO. REO'D: 2 L: 32.00' X: 20.49' BRACE LOAD: 8354 lbs. DEADMAN LOAD: 5349 lbs. BRACE ANGLE: 50° 26'-6Y2" 5'- 10" 6'- 6" BRACE e 5-2" e e e L 1, 5-334" H 6-6" BRACE -e- e e e IL. ============== IL_ == 11 11 e = = = == 8" (P-48) MINIMUM SLING LENGTHS: MAJOR SPREADER SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: LOWER MINOR: ' 24 UPPER MINOR: ' 24 36 MeadowBurke • Engineering LEFT: 7.70 ' RIGHT: 7.70 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: CGX: 13.53' CGY: 19.49' CLY: 22.42' 76.9 K AREA: 1012.6 SF VOLUME: 22.6 CY WEIGHT: 88.40 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB TAM6903FLD SHEET: OF: 36 BRACE TYPE: SUPER + 5' EXT. BRACE TO: TB NO. REQ'D: 2 L: 27.00' X: 13.50' BRACE LOAD: 3348 lbs. DEADMAN LOAD: 1675 lbs. BRACE ANGLE: 60° BRACED TO OUTSIDE ZO O 0 0(00 LL UJ 0 Ig 000 Z ° I- I- o O 1 m 0 1- W « W J ~ � -1O 00 0 O will J x�—Q 2 I- 4k N ._ W 1.2'- f" BRACE 0 8' -7 'Y" e e 1'4,1 O 2 N Et woo O' 1-4) Z0U.0 M ZOO1- 1- o W z W = J P J 0 J 0 ct 1-:k�W 9%" 3'- 4" a-3" FF 1 -3" TB P -49 P -60 MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 54' LOWER MINOR: 36' UPPER MINOR: 36' LEFT: 2.24 ' RIGHT: 2.24 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CGX: 4.86' CGY: 19.22' CLY: 22.94' P: 18.1 K AREA: 246.7 SF VOLUME: 5.5 CY WEIGHT: 21.61 K CHK'D BY: W DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB & TAM6903FLD SHEET: OF: 37 I BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REQ'D: 2 L: 32.00' X: 20.49' BRACE LOAD: 6907 Ibs. DEADMAN LOAD: 4423 I bs. BRACE ANGLE: 50° BRACED TO OUTSIDE k 23' -10 %" 5-0" 5' -11 " BRACE 5-0" 5-1 1 " BRACE e e e e e e e 71n (P -50) MINIMUM SUNG LENGTHS: MAJOR: 36' LOWER MINOR: 24' MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: UPPER MINOR: 24' LEFT: 6.94 ' RIGHT: 6.94 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CGX: 11.94' CGY: 18.71' CLY: 21.42' P: 68.4 K AREA: 894.0 SF VOLUME: 20.0 CY WEIGHT: 78.31 K CHK' DY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 38 BRACE TYPE: SUPER 32 + 5' EXT. BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REO'D: 4 L: 37.00' X: 21.55' BRACE LOAD: 5494 lbs. DEADMAN LOAD: 3199 lbs. BRACE ANGLE: 54° BRACE TO: TB NO. RED'D: 3 L: 32.00' X: 21.07' BRACE LOAD: 61131bs. ` DEADMAN LOAD: 4029 lbs. BRACE ANGLE: 49° z CC 0 LL z w CL -J z O 0 w w 0 O W L- 0 O z 0 a 0 Lt_ z w Z 0 1- 0 w CC -J w ❑ i w 1— 0 co w ❑ 0 z 0 0 ED X N co w ❑ 0 w Ll O J 0 o N 0 w O ww J 0 N 0 w Q w a 0 J 0 c° N O w D_ 0 Q —J w 0 v M N 25-10" 6'-8" 13' -3" 6' -5%" BRACE IE 3. ❑ w 1- w W O g N M 5' -0" 1'- 6" 6' -3% "J 6'-53/8" 3'-3" BRACE e e F5' -3 Y2" -e- O I O O I CV O I CV 5'- 0" 1' -0" 61-0" 51-0" 1' -0" 1, -0" e 0 e e O O co O O 0 8" 31-4" V-2" This Panel Requires STAGGERED Inserts. See Spreader Bar Dimensions Below. 10'-3%8" 10' -4YB" 'O F3., TB -1" FOR BRACE FROM PANEL 54 (P -52) MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: LOWER MINOR: 30' MAJOR: 45' MeadowBurke UPPER MINOR: 30' 1 Engineering LEFT: 7.19' CGX: 13.11' RIGHT: 7.19' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: CGY: 22.37' CLY: 25.00' P: 97.4 K AREA: 1126.3 SF VOLUME: 27.8 CY WEIGHT: 108.87 K CHKK'h'DBY: l DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 39 BRACE TYPE: SUPER 32 + 10' EXT. BRACE TO: TB NO. REO'D: 2 L: 42.00' X: 21.01' BRACE LOAD: 3220 Ibs. DEADMAN LOAD: 1610 Ibs. BRACE ANGLE: 60° BRACED TO OUTSIDE 0 Z U 0 LL Z w fx z O H U W W d W - J O H- o 0 W 0 2 J J LL. x n 0 LU ll 2 O CO J U N 0 LU Q n. O LU 7' -10%" 1,-61/4" 1' -6" .0 Z-3' ERACE. 8%B" 6'- 4" 11" 5-6 Y2" 6" 2" °m w 0 2 - J J D LL x r- * 00 aa0 120 � 0 0 F- F- 0 cc Z J J U C7 CD w r Q N W MINIMUM SLING LENGTHS: MAJOR: 57' LOWER MINOR: 38' MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: UPPER MINOR: 38' LEFT: 2.43 ' RIGHT: 2.43 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CGX: 3.95' CGY: 23.37' CLY: 27.82' P: 20.4 K AREA: 276.7 SF VOLUME: 6.2 CY WEIGHT: 24.24 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 40 BRACE TYPE: 8 -14 HD BRACE BRACE TO: P -52 NO. REQ'D: 3 L: 12.14' X: 8.00' BRACE LOAD: 6113 Ibs. DEADMAN LOAD: 4029 I bs. BRACED TO OUTSIDE BRACED TO PANEL 52 O I co c I 1) 0 5 -6 5'- 0" BRACE 25' -10" 8'- 0" e e e e 5'-5" 5-0" fBRACE I T L e e F 9'- 0" 11' -2 4" 6-4" H 9' -10" (P -54) MINIMUM SLING LENGTHS: MAJOR: 45' MeadowBurke LOWER MINOR: 30' MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: UPPER MINOR: 30' LEFT: 7.46 ' RIGHT: 7.46 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: CGX: 12.96' CGY: 23.62' CLY: 25.88' P: 88.0 K AREA: 1100.4 SF VOLUME: 24.6 CY WEIGHT: 96.40 K CHK'D BY: Engineering DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 41 BRACE TYPE: SUPER 17 BRACE TO: P -57 NO. RECD: 2 L: 17.00' x: 9.67' BRACE LOAD: 6246 lbs. DEADMAN LOAD: 35531bs. BRACED TO PANEL 57 3/4" 0 B -75 W Q 4„ BRACE 17'- 2" 2' -8 /s' " HH 4'- 3„ BRACE 0 Z O tL LJ z 0 1- U w CC w O Lt -J O 0 I 1.61 CV _ _I A V, Of Z-4' 1 1'-10" 8" 2-4' 0 w 0 0 S J LL, x 0 00 Q Q 00 F O N N REVISED 0 Q N Z 0 Q 2 DATE: 8/22/2011 MB DESTROY ALL COPIES OF THIS SHEET PRIOR TO ABOVE DATE MINIMUM SLING LENGTHS: MAJOR: 61' LOWER MINOR: 4V MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: UPPER MINOR: 41' LEFT: 6.05 ' RIGHT: 6.05 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET' MeadowBurke Engineering CGX: 8.38' COY: 21.60' CLY: 24.13' P: 33.2 K AREA 383.6 SF VOLUME 9.5 CY WEIGHT: 37.08 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TRLE: BARRY UNIVERSITY JOB S SHEET: OF: TAM6903FLD 4� BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REO'D: 2 L: 32.00' X: 17.05' BRACE LOAD: 3428 lbs. DEADMAN LOAD: 1827 lbs. BRACE ANGLE: 58° BRACED TO OUTSIDE 7-0" BAC 9' -6 %" 2 1' -3' B AC REVISED (P_56) DATE: 8/19 /2011 MB DESTROYALL COPIES OF THIS SHEET PRIOR TO ABOVE DATE MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 36' LOWER MINOR: 24' UPPER MINOR: 24' LEFT: 2.77 ' RIGHT: 2.77 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering COX: 4.77' CGY: 19.88' CLY: 22.75' P: -` AREA: 32.0 K 379.2 SF VOLUME: 9.4 CY WEIGHT: 36.66 K CHK'D BY: DRAWN BY: MB DATE 7/20/2011 TITLE BARRY UNIVERSITY JOB# TAM6903FLD SHEET: OF: 43 BRACE TYPE: SUPER BRACE 32 BRACE TYPE: 8 -14 HD BRACE BRACE TO: TB BRACE TO: TB NO. REO'D: 2 NO. REG'D: 2 L: 32.00' 14.00' X: 17.05' X: 7.08' BRACE LOAD: 6807 Ibs. BRACE LOAD: 6006 Ibs. DEADMAN LOAD: 3627 lbs. OEADMAN LOAD: 3416 lbs. BRACE ANGLE: 58° BRACE ANGLE: 60° BRACED TO OUTSIDE 17-2" N BRACE 3' -5 %z'` 4L 3.I BRACE 3/4" 0 B -75 Wall Brace insert (Typ.) FOR BRACE FROM PANEL 55 8" REVISED DATE: 8/19/2011 MB DESTROY ALL COPIES OF THIS SHEET PRIOR TO ABOVE DATE MINIMUM SLING LENGTHS: MAJOR: 36' MeadowBurke LOWER MINOR: 24' MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: UPPER MINOR: 24' Engineering LEFT: 4.85 ' ' RIGHT: 4.85 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: CGX: 8.85' COY: 19.92' CLY: 22.75' P: 55.9 K AREA: 660.9 SF VOLUME: 16.3 CY WEIGHT: 63.89 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE BARRY UNIVERSITY JOB N TAM6903F1.D SHEET: OF: 44 BRACE TYPE: SUPER + 5' EXT. RACE TO: TB NO. REOD 2 L: 27.00' X: 13.50' BRACE LOAD: 4231 Ibs. DEADMAN LOAD: 2117Ibs. BRACE ANGLE: 60° w zQ> �zO In CO w O >- >M 26- O a. z Z UJ W Q) I- a. I I- U o Ozu- z CO IL Wh - w of Q U 0 0)111 0 w CT 0 =O Z O N a a w m a m com cr z 2 -J ix w I - OZO z2COI< LU M UJ N 0. ce 4 3/4" 0 B-75 Wall Brace Insert (Ty 9'- 6 2' 2'- 0" L311 BRAC 1' -3' B AC e e e e e e e REVISED DATE: 8/19/2011 MB DESTROY ALL COPIES OF THIS SHEET PRIOR TO ABOVE DATE P -58 MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 3e LOWER MINOR: 24' PPER MINOR: 24' LEFT: 2.77 IGHT: 2.77 ' LEFT: RIGHT: LEFT: IGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CGX: 4.77' COY: 19.88' CLY: 22.75' P 32.0 K AREA: 379.2 SF VOLUME 9.4 CY WEIGHT: 36.66 K CFIKK'D��BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB TAM6903FLD SHEET: OF: 45 BRACE TYPE: SUPER BRACE 32 BRACE TO: TB NO. REO'D: 2 L: 32.00' X: 20.49' BRACE LOAD: 6907 Ibs. DEADMAN LOAD: 4423 Ibs. BRACE ANGLE: 50° 6903 P -50 7/20/11 k 23' -10%" 5'- 0" 5'- 11" BRACE 5- 0" 5 -11 " BRACE JJ� l MINIMUM SLING LENGTHS: MAJOR: 36' MeadowBurke LOWER MINOR: 24' MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: UPPER MINOR: 24' Engineering LEFT: 6.95 ' RIGHT: 6.95 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: CGX: 11.94' CGY: 18.71' CLY: 21.42' P: 68.4 K AREA: 894.0 SF VOLUME: 20.0 CY WEIGHT: 78.31 K CHK'D �Y: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB 8 TAM6903FLD SHEET: OF: 46 H 16-6" 3'-6" 3'- 6" 1 e e THIS PANEL IS DESIGNED FOR FLAT LIFT. SEE RIGGING DETAIL ON SHEET F. e e CN 0 MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 15' LOWER MINOR: UPPER MINOR: LEFT: 4.75 ' RIGHT: 4.75 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: F MeadowBurke Engineering CGX: 8.25' CGY: 5.50' CLY: 5.50' P: 13.2 K AREA: 181.5 SF VOLUME: 3.4 CY WEIGHT: 13.16 K CHK'D BY: I v DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 47 (RP -2) TOTAL REQ'D ERECTION REINFORCING # 5 0 x 6' -0" LONG GRADE 60 (2 ) 3/4" CLEAR BOTTOM FACE f 1 1 (2) 3/4" CLEAR TOP FACE f 1 1 ESTIMATED QUANTITY TO ADD —0", 14' -9%" 3'— 7" TOTAL REQ'D ERECTION REINFORCING # 5 0 x 8' -0" LONG GRADE 60 (2) 1 3/8" CLR. BOTTOM FACE f 1 1 (2) 1 3/8" CLEAR TOP FACE f 1 ESTIMATED QUANTITY TO ADD — 2' -3' /a" c) 0' e 1,-0" e e (6 " 8'-9 %" MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 20' LOWER MINOR: UPPER MINOR: LEFT: 4.48 ' RIGHT: 4.48 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CGX: 8.06' CGY: 5.62' CLY: 5.62' P: 11.7 K AREA: 161.3 SF VOLUME: 3.0 CY WEIGHT: 11.69 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 48 a BRACE TYPE: 8 -14 HD BRACE BRACE TO: TB NO. REO'D: 2 L: 10.32' X: 7.00' BRACE LOAD: 1370 I bs. DEADMAN LOAD: 930 I bs. + BRACE ANGLE: 47° BRACED TO OUTSIDE SUPER LIFT III EDGE LIFT INSERT SEE PLACEMENT DETAIL "A" ON SHEET R6 22'- 4" Z-7" 5- 6" BRACE 1 6'-0" 6-0" 2'-7" 5- 6" -I BRACE -e- -e- 7111 21' -1 Y2" MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 18' LOWER MINOR: UPPER MINOR: LEFT: 5.59 ' RIGHT: 5.59 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: R6 MeadowBurke Engineering CGX: 11.16' CGY: 5.20' CLY: 10.42' P: 9.9 K AREA: 232.7 SF VOLUME: 5.0 CY WEIGHT: 19.77 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: 49 BRACE TYPE: 8 -14 HD BRACE BRACE TO: TB NO. REVD: 2 L: 10.32' 7.00' BRACE LOAD: 1657 I bs. DEADMAN LOAD: 11241bs. BRACE ANGLE: 47° BRACED TO OUTSIDE I~ 2' -4" 6' -O" BRACE SUPER LIFT III EDGE LIFT INSERT SEE PLACEMENT DETAIL "A" ON SHEET R6 27' -O" 6'- 6" 6'76" 2F 4" if 6-0" I BRACE It l fl 11 - 3- = 11 = =Ir= = = = =___ --__ 10' -4" TOTAL REQ'D ERECTION REINFORCING # 5 O x 10' -4" LONG GRADE 60 (2 ) 3/4" CLEAR BOTTOM FACE 101 (2) 3/4" CLEAR TOP FACE 101 ESTIMATED QUANTITY TO ADD -" 11 lE REVISED DATE: 8/19/2011 MB DESTROY ALL COPIES OF THIS SHEET PRIOR TO ABOVE DATE MINIMUM SLING LENGTHS: MAJOR: LOWER MINOR: UPPER MINOR: 20' MAJOR SPREADER BAR: LEFT: 7.92 RIGHT: 7.92 ' LEFT MINOR SPREADER BAR: LEFT: RIGHT: RIGHT MINOR SPREADER BAR: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CGX: 13.50' COY: 5.39' CLY: 10.42' P: 10.1 K AREA: 224.4 SF VOLUME: 5.0 CY WEIGHT: 19.57 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB B TAM6903FLD SHEET: OF: 50 BRACE TYPE: 8 -14 HD BRACE BRACE TO: TB NO. RED'D: 2 L: 10.32' X: 7.00' BRACE LOAD: 1656 Ibs. DEADMAN LOAD: 1124 I bs. BRACE ANGLE: 47° BRACED TO OUTSIDE SUPER LIFT III EDGE LIFT INSERT SEE PLACEMENT DETAIL "A" ON SHEET R6 27'- 0" 2' -10" I T-6" 7-0" L. BRACE 71-6" } 2' -10" 7-0" BRACE !I IL 11 it. =itr- 11 --e- -e- 11 I� == = = = = = == = =_ == == = === == = =__��_ 11 11 = = lir ====== ===a= == = = = = == = _ 11 11 N 7 4 1" if 11 11 11 H 11 11 REVISED DATE: 8/19/2011 MB DESTROY ALL COPIES OF THIS SHEET PRIOR TO ABOVE DATE (cr4) MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 23' LOWER MINOR; UPPER MINOR: LEFT: 6.92 ' RIGHT; 6.92' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CGX: 13.50' CGY: 5.20' CLY: 10.42' P: 12.3 K AREA: 281.3 SF VOLUME: 6.3 CY WEIGHT: 24.54 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB R TAM6903FLD SHEET: OF: 51 BRACE TYPE: SUPER 17 BRACE TO: TB NO. REDID: 2 L: 17.00' X: 10.86' BRACE LOAD: 2766 Ibs. DEADMAN LOAD: 1767 Ibs. BRACE ANGLE: 50° -1 BRACED TO OUTSIDE I 2'-11" 3'- 0" 4'-6" BRACE 0 21 ' -10" SUPER LIFT HI EDGE LIFT INSERT SEE PLACEMENT DETAIL "F" ON SHEET R6 3'- 0" 2' -11 a" 4'- 6" BRACE 4" 4" 1' -9" —e— —e— 4" 17-0" 1' -9" 4" 7' /a" 1' -1 %" 17'- 8" NOTE: PANEL MAY NOT HANG PLUMB. 1' -1 %" 4" MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 13' LOWER MINOR: UPPER MINOR: LEFT: 6.49 ' RIGHT: 6.49 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: R6 MeadowBurke Y Engineering CGX: 10.91' CGY: 11.65' CLY: 14.92' P: 23.0 K AREA: 159.4 SF VOLUME: 7.5 CY WEIGHT: 29.41 K CHK'D1Y: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB# TAM6903FLD SHEET: OF: BRACE TYPE: 8 -14 HD BRACE BRACE TO: TB NO. REO'D: 2 L: 12.96' X: 7.00' BRACE LOAD: 377 I bs. DEADMAN LOAD: 204 Ibs. BRACE ANGLE: 570 BRACED TO OUTSIDE k SUPER LIFT III EDGE LIFT INSERT SEE PLACEMENT DETAIL "A" ON SHEET R6 10'-0" 2' -0" 2'- 0" H BRACE Z-0" 2'-0" BRACE WARNING! CONTRACTOR TO PROVIDE VERTICAL AND HORIZONTAL SUPPORT TO THE PANEL BASE IN ADDITION TO THE BRACES SHOWN ABOVE AS REQUIRED. (BP -2) OPP. HAND FF -9'- 0" TB MINIMUM SLING LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 5' LOWER MINOR: UPPER MINOR: LEFT: 3.00 ' RIGHT: 3.00 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: R6 MeadowBurke Engineering CGX: 5.00' CGY: 1.66' CLY: 3.33' P 1.4 K AREA 33.3 SF VOLUME: .7 CY WEIGHT: 2.79 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB TAM6903FLD SHEET: OF: IBRACE TYPE: SUPER 17 BRACE TO: TB NO. REQ'D: 2 L: 17.00' x: 11.96' BRACE LOAD: 4714 lbs. DEADMAN LOAD: 3317 lbs. BRACE ANGLE: 45° BRACED TO OUTSIDE -11" E _ 6-0" BRACE 37'-10" $' -0" $ -0" 2' -11'I 6-0" BRACE (BP.3) WEDGE FREE OF CASTING BED PRIOR TO ERECTION O CV 4" 1 5'- 7" '-9 4' 4" 4" ' 9" 17-0" 5'- 7" 4' 4" 4' 1' -9" TOTAL REQ'D ERECTION REINFORCING # 7 0 x FULL WD. GRADE 60 (2 ) 1 7/8" CLR. BOTTOM FACE ( 01 (2) 1 7/8" CLEAR TOP FACE (0 ESTIMATED QUANTITY TO ADD --0" AVOID REVEAL MINIMUM SUNG LENGTHS: MAJOR SPREADER BAR: LEFT MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: MAJOR: 24' LOWER MINOR: UPPER MINOR: LEFT: 12.00 ' RIGHT: 12.00 ' LEFT: RIGHT: LEFT: RIGHT: SEE SPECIAL DETAILS ON SHEET: MeadowBurke Engineering CGX: 18.92' CGY: 10.01' CLY: 12.59' P: 27.8 K AREA: 262.7 SF VOLUME: 8.9 CY WEIGHT: 34.94 K CHK'D BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB # TAM6903FLD SHEET: OF: TO MAIN LINE OF CRANE SPREADER BAR UPPER MINOR SLING [TYPICAL] SEE PANEL DETAIL FOR REQUIRED SLING LENGTHS MAJOR SLING, [TYPICAL] PULLEY, [TYPICAL] LOWER MINOR SLING, [TYPICAL] SPECIAL 4 -HIGH RIGGING MeadowBurke CHK'D BY: Engineering DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB B TAM6903FLD SHEET: SP4RB cll 0 4_ Hole C 0 U 0 a m Void Former l Z1 Tension Bar Through This Hole Ll Lp d A Q Super -Lift III Edge Lift Insert Side View _ I I I .. I I I . l 1 I 1 1 1 i I i i I l i I i i i i l Casting Bed ( I I I I I— I I I I 111 —111 l III 11 I I III III I Provide Chair at Bottom End I I of Insert for Support I I I- I I I— U y) U 2. 0 0 J U 0 J MeadowBurke Engineering I I ;III - III -) I I III - III -I I I� III I I Void Former d °4. ti #6 0 x 6' -0" Long Tension Bar (Gr. 60) Bend as Shown (As Required) Structural Thickness (See Details A thru E) Insert Location 6" to 7" 3Y2" Over 7" Center of Thickness CH112 BY: DRAWN BY: MB DATE: 7/20/2011 TITLE: BARRY UNIVERSITY JOB R TAM6903FLD SHEET: R6 t _ 4 �S MAJOR �F\ - ° PULLEY (Typ.) Line to Crane (Typ.) MAJOR SUNG: MAJOR Spreader Bar Spreader Bar Can be attached directly to Spreader Bar looped , PULLEY U around Pully to n 2 accomodate -High Rigging. If sling is 10 ° attached directly to Attached Spreader Bar, 1 /2 of Directly to the minimum sling MAJOR SLING Spreader Bar length indicated on Looped the panel detail Around sheet can be used. Pully 2 x 1 HIGH FLAT LIFT RIGGING 4 x 1 HIGH FLAT LIFT RIGGING Rt MAJOR - PULLEY (Typ.) Spreader Bar MAJOR Spreader Bar � PULLEY (Typ.) y MAJOR SLING UPPER MINOR SLING MAJOR SUNG til'illl LOWER MINOR SLING 2 x 2 HIGH FLAT LIFT RIGGING 2 x 4 HIGH FLAT LIFT RIGGING IS RIGHT MINOR MAJOR 0 Spreader Bar ' Spreader Bar p �FZ Spreader Sling MAJOR Spreader Bar and Pulley (See notes below for min. sling length) LEFT MINOR , PULLEY (Typ.) , Spreader Bar 4 PULLEY (Typ.) MAJOR -- SUNG MAJOR SLING 4 x 2 HIGH FLAT LIFT RIGGING - Type 2 4 X 2 HIGH FLAT LIFT RIGGING -Type 1 (Important: Do Not Use when panel requires staggered insert locations. Minimum Spreader Sling Lengths = 3A - L /2, 3B - L /2, (Preferred 4 x 2 High Rigging) or 10. -T, whichever is greater. L = Major Sling Length NOTE: Take care during erection to prevent panel from rolling through. See panel details for required minimum sling lengths. Contact MeadowBurke Engineering for assistance or additional information about other rigging configurations. MeadowBurke CHK'D Y: DRAWN BY: DATE: TITLE: JOB # SHEET: Engineering MB 7/20/2011 BARRY UNIVERSITY TAM6903FLD F MB Brace Badger Helical Anchor System There are times in tilt -up construction when conventional bracing to floor slabs is not desired. Until now your option has been to construct expensive and time consuming concrete deadmen. The Meadow Burke Brace Badger— is revolutionizing tilt -up construction by providing contractors with an economical and efficient alternative. MB BADGER ADVANTAGES INCLUDE: • eliminates concrete deadmen • environmentally friendly • offers quick installation and removal • the strongest brace anchor available • verifiable Toad capacity in all soil conditions • works with ALL Meadow Burke braces • reusable CaII us today toll free at 877.518.7665 or visit www.MeadowBurke.com. 4c, 11113 MeadowBurke ijjhl&j CONSTRUCT /ON SUPPLY TILT-UP ENGINEERING RENTAL & SERVICE CENTERS WE RENT • Tilt -Up Braces • Tilt -Up Hardware • Concrete Accessories A ONE STOP SHOP White Cap doesn't require its customers to go to several different sources to accommo- date their job needs. White Cap's Account Managers will provide you with a compre- hensive job take -off including your estimated engineering charges along with the required number of lifting inserts, braces, and chemicals to complete your project. CREDENTIALED PROFESSIONAL ENGINEERS White Cap employs the services of Meadow Burke and Dayton Richmond for tilt -up engineering. These two engineering departments directly employ a minimum of 11 registered professional engineers and numerous graduate engineers. Their years of experience and knowledge of tilt -up is unquestionably the best the industry has to offer. Many of White Cap's competitors use draft techs or designers and must use a third party for a Professional Engineering Stamp. LOCAL SERVICE White Cap has experienced, qualified Account Managers in all regions to provide an unsurpassed level of service for your tilt -up project. They have a close working relation- ship with the engineering departments to provide solutions for the challenges your project may present. If special circumstances dictate, the engineers are frequently avail- able to make a jobsite visit with the White Cap Account Manager. SAFETY AWARENESS In California, Cal OSHA has recently begun aggressive enforcement of the Title 8 Construction Safety Orders. Every tilt -up job White Cap engineers in the State of California addresses Section 1715 of the Title 8 Construction Safety Orders by providing a Stamped Panel Book signed by the Engineer of Record. This gives our contractors the added peace of mind that they are in compliance should Cal OSHA visit their jobsite. PROFESSIONAL CERTIFIED SALESMEN You can rest assured your White Cap Account Manager has been trained and profes- sionally certified by either Meadow Burke or Dayton Richmond. In many cases the Account Managers carry certification for both tilt -up systems. PANEL -PRO Panel -Pro is a computer software estimating program written and developed by White Cap. It was designed to improve the accuracy and timeliness of critical job take -offs. Panel -Pro is predicated on exact panel engineering data to be extremely accurate. Our Account Managers can come to your office or jobsite and tie into White Cap's main- frame computer to do a professional, comprehensive take -off in a fraction of the time it used to take. A computer generated quote can then be faxed or e- mailed directly to the customer to aid in the bidding process. MONTEBELLO 1625 W. Washington Blvd. Montebello, CA 90640 PHO: 323.724.6690 FAX: 323.724.6226 FRESNO 5780 E. Shields Ave., Fresno, CA 93727 PHO: 559.294.9000 FAX: 559.294.9065 SACRAMENTO 1001 Fee Drive, Sacramento, CA 95815 PHO: 916.920.4344 FAX: 916.927.4207 KENT 18211 E. Valley Highway, Kent, WA 98032 PHO: 425.251.5701 FAX: 425.251.9281 PORTLAND 920 NE 58th Ave., Suite 900, Portland, OR 97213 PHO: 503.287.4151 FAX: 503.287.4315 LAS VEGAS 5035 Schuster St., Las Vegas, NV 89118 PHO: 702.736.1500 FAX: 702.736.5888 PHOENIX 2432 S. 6th Street, Phoenix, AZ 85004 PHO: 602.256.6900 FAX: 602.256.6067 SALT LAKE CITY 2503 S. 300 West, 5. SLC, UT 84115 PHO: 801.463.2770 FAX: 801.463.2772 AURORA 14900 E. 39th Ave., Aurora, CO 80011 PHO: 303.373.2273 FAX: 303.373.5292 HOUSTON 228201 -45 N. Bldg. A, Spring. TX 77373 PHO: 281.651.8800 FAX: 281.651.8801 DALLAS 2015 California Crossing, Dallas, TX 75220 PHO: 972.556.0310 FAX: 972.506.9178 INDIANAPOLIS 6433 E. 30th Street, Indianapolis, IN 46219 PHO: 317.543.4475 FAX: 317.549.0270 FORT WAYNE 4510 Industrial Road, Ft. Wayne, IN 46825 PHO: 260.482.9757 FAX: 260.483.1243 COLUMBUS 2365 Scioto Harper Dr. Columbus, OH 43204 PHO: 614.275.3330 FAX: 614.275.3339 TOLEDO 720 Ford Street, Maumee, Toledo, OH 43537 PHO: 419.897.0230 FAX: 419.897.0205 CLEVELAND 1669 W 130th St. Bdg 601 Hinckley, OH 44233 PHO: 330.220.9072 FAX: 330.220.5823 LOUISVILLE 4504 Poplar Level Road, Louisville, KY 40213 PHO: 502.964.3385 FAX: 502.968.2034 ATLANTA 171 Armour Dr, Atlanta, GA 30324 PHO: 404.873.2565 FAX: 404.873.6936 FLORIDA 3319 US Hwy. 301, Tampa, FL 33619 PHO: 813.626.6200 FAX: 813.626.4503