Estimating Guide For Concrete Tilt-up Wall Using

Transcription

1 Estimating Guide For Concrete Tilt-up Wall Using An exclusive product of Insul-Deck, LLC Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC

2 CONTENTS 1. Important Disclaimers and Legal Information 2. How to Use This Estimating Guide 3. What is TILT-DECK? 4. Reinforcement Estimates Section 5. General Information Section 6. Details Section Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC

3 1. Important Disclaimers and Legal Information Please read carefully before using this Estimating Guide. The information in this Estimating Guide for TILT-DECK is for general information purposes only. It is not to be construed as engineering advice on a particular project and does not replace the sound engineering judgment of the engineer of record. Use of the INSUL-DECK LLC., Estimating Guides or any portion thereof constitutes the installer s and/or purchaser s agreement to use a licensed professional engineer on each project and the installer s and/or purchaser s agreement to the following terms and conditions. TILT-DECK is an exclusive product of INSUL-DECK, LLC. Important Notice; Disclaimer of Warranties and Liability INSUL-DECK LLC systems and products are intended to be sold throughout many jurisdictions. Applicable building codes are subject to various interpretations and are subject to change. Therefore, INSUL-DECK LLC and its distributors cannot guarantee that the information contained herein complies with any specific local codes or regulations. The purchaser and/or installer must therefore ensure that the installation and/or use of the product complies with all applicable codes and regulations, and that use of the INSUL-DECK LLC system is suitable for the specific site requirements including structural engineering. Although every attempt has been made to ensure that the information and recommendations contained in this Estimating Guide are correct and valid at the time of publication, this document could include technical, typographical, or other inaccuracies or errors. INSUL-DECK LLC reserves the right to make changes, corrections and/or improvements at any time and without notice. In addition, INSUL-DECK LLC assumes no legal liability for the accuracy, completeness, or usefulness of any information, recommendations, drawings, plans and data disclosed herein. The information, recommendations, drawings, plans and data contained in this Estimating Guide is provided as is, without warranty, either expressed or implied, including, but not limited to, the implied warranties of fitness for a particular purpose, merchantability, and/or non infringement. INSUL-DECK LLC and its distributors disclaim any and all liability for damages incurred directly or indirectly as a result of errors, omissions or discrepancies contained herein. Neither INSUL-DECK LLC nor its distributors shall be held liable for any use of the information described and or contained herein, and neither INSUL-DECK LLC nor its distributors assume any responsibility or liability for anyone s use of the information in this Estimating Guide. In no event shall INSUL-DECK LLC or any of its distributors be liable for any direct, indirect, incidental, special, exemplary, or consequential damages (including, but not limited to, procurement or substitute goods or services: loss of use, profit, or business interruption) however caused and on any theory of liability, whether in contract, strict liability, or tort (including negligence or otherwise) arising in anyway out of the installation and/or use of this system, even if advised of the possibility of such damage. This disclaimer of liability applies to any damages or injury, including but not limited to those caused by any failure of performance, error, omission, defect, and delay in operation or transportation. Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC

4 Indemnification The purchaser and/or installer and/or user of the INSUL-DECK LLC system hereby agrees to defend, indemnify, and hold harmless, INSUL-DECK LLC, its distributors, any entity jointly created by them, their respective affiliates and their respective directors, officers, employees, and agents from and against all claims, damages, losses, and expenses, including attorneys fees, arising out of or associated with the installation and or use of the INSUL-DECK LLC system. Miscellaneous In the event that any term or condition herein is held to be unenforceable, the unenforceable portion shall be construed in accordance with applicable law as nearly as possible to reflect the original intentions of the parties and the remainder of the provisions shall remain in full force and effect. INSUL-DECK LLC s failure to insist upon or enforce strict performance of any terms or conditions herein shall not be construed as a waiver of any provision or right. Neither the course of conduct between parties nor trade practice shall act to modify any term or condition herein. COPYRIGHTS AND TRADEMARKS Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology Permission to use, copy, and distribute this documentation without fee is hereby granted, provided that the above copyright notice appear in all copies and that both the copyright notice and this permission notice appear in supporting documentation, and that the name INSUL-DECK LLC / TILT- DECK is not used in advertising or publicity pertaining to distribution of this documentation without specific, written prior permission. All images and documents found in this estimating guide are owned and licensed by INSUL-DECK LLC. Unauthorized use is prohibited. Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC

5 HOW TO USE YOUR NEW TILT-DECK ESTIMATING GUIDE FROM INSUL-DECK, LLC. 1. READ THE DISCLAIMERS AND LEGAL INFORMATION PAGES. 2. TILT-DECK installations require the use of a licensed professional engineer. TILT-UP construction methods are very dangerous and should only be performed by experienced professionals. 3. Read the WHAT IS TILT-DECK section and learn the history of TILT-DECK. 4. First, familiarize yourself with the building project and the area where it is located. There might be special considerations that affect the job such as not having enough room to cast the tilt panels. The project might be located an earthquake zone or an area prone to hurricanes and tornados. Also consider, what load conditions will be placed on the wall? Armed with this information, you will make better bids and alert potential clients to facts or concerns they might not have known about prior to construction. 5. Look at your blueprints and select the tallest unsupported wall section that needs to be finished and insulated. This will tell you how tall of a wall you are dealing with. Now consult with your engineer of record, you need to find out what wind pressure to apply to your walls. Please note that wind pressure is not equal to wind speed. 6. Now that you have selected a wall height and wind pressure, go to the section titled REINFORCEMENT ESTIMATES SECTION. First read the estimating guidelines. On the top right of each page is a line in bold type with the panel thickness and concrete depth in inches. Please not that only the 3 smallest TILT-DECK panel heights have been designed, this does not mean that you can not use one of the larger panels. Start with the page labeled WALL SIZE Select the proper row and column containing your desired height and wind pressure condition. The two boxes where your desired row and column intersects contain a range of rebar that your local engineers design is likely to fall between. One box is the minimum area of steel, the other the maximum area of steel. Repeat this procedure for both tables. The top table is reinforcing for the windward side of the wall panel. The lower table is the reinforcing for the leeward side of the wall panel. Please refer to the sketch located in the estimating guideline notes. If you find yourself inside one of the blocks labeled N/A for the reinforcing in either windward or leeward directions, then you need to move to the next larger TILT-DECK reinforcement estimates page. (Please note that these tables are only reflecting reinforcement to create structural wall panels. Other considerations such as; lifting inserts, embeds, floor connections, foundation connections, and openings will be determined by local codes.) Now you know what range of rebar to expect your local engineer to design into your TILT-DECK project. Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC

6 7. To decide how much concrete will be required, first you need to find out how many square feet of wall you are planning to use. This can generally be found on the drawings or by using some basic math: Area = Length of walls x the wall Height. Next go to the GENERAL INFORMATION SECTION. Find a table named ESTIMATING TILT-DECK COVERAGE FT^2 FOR 1 YD^3 OF CONCRETE POURED. The values you will find are how many square feet of TILT-DECK one cubic yard of concrete will cover. On the left side you will find two columns: Select the panel thickness you are estimating with. Now go across to the column that has the concrete slab depth you are using. This value is how many square feet that one yard ^3 of concrete will cover. Take the total square footage of the walls you are building and divide by the number found in this table. This will give you the number of cubic yards of concrete required. 8. For some general information that could be useful when estimating, the GENERAL INFORMATION SECTION contains two more tables that are used the same way as the concrete coverage table. The first table will tell you how much the wall system will weigh in pounds per square foot. The second table will tell you the estimated thermal resistance of the wall you selected. 9. In the DETAILS SECTION of this manual, you will find 30 to 40 drawing details to assist you and your client visually in understanding what is going to be built and how it will work. 10. For more information on how to estimate specialized projects or situations, please feel free to contact the technical support personnel at INSUL-DECK LLC. Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC

7 WHAT IS? Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC

8 2. WHAT IS TILT-DECK? TILT-DECK is an exclusive product of INSUL-DECK, LLC. Piero Cretti invented the INSUL-DECK form system in Europe in 1978 to reduce a concrete floor s weight and increase efficiency in the building process. INSUL-DECK became available in United States in The use of the form system for Tilt-Up walls is applied since 2004 and marketed under the name of TILT-DECK. TILT-DECK is a lightweight form used to create reinforced concrete walls. This form is lightweight in two ways: first, two people can handle each form; and second, it reduces the weight by replacing concrete with Expanded Polystyrene (EPS), producing a T-beam shape instead of the conventional flat slab. This reduces the weight significantly while maintaining its strength. The TILT-DECK forms also contain two large service chases or openings to place utilities such as conduit and plumbing. Additionally, wall finishing can be attached directly to the TILT-DECK forms. TILT-DECK uses a patented manufacturing process to create a reinforced concrete form. By using a continuous molding process, TILT-DECK is capable of providing forms with continuous metal furring strips in whatever length is requested. Starting at the beginning of the process, TILT-DECK forms are made with Expanded Polystyrene (EPS), a petroleum-based product with excellent insulating properties. Initially EPS beads, roughly the size of a grain of sand, are delivered to our plant. We process the EPS beads with steam, expanding them to about half of their final volume, and place them in a large hopper (or mesh bag) for a day to stabilize. This is called Pre-Expanding. Each TILT-DECK panel contains two continuous metal furring strips. These furring strips are perforated, meaning that they have holes punched in them. This will allow the Expanded Polystyrene to pass through the furring strips giving them a much stronger bond to the Expanded Polystyrene. The metal furring strips come to us in coils approximately a half-mile long. The metal coil is placed on the back of the production machine and rolled into the Z shape prior to entering the mold. The back of the mold will slide back and grab the metal strips, then force everything forward. This leaves a six-foot gap inside the mold with only the metal strips in place. The back of the previous panel section acts as the front of the mold. The mold is then completely filled with the half-expanded EPS, and steam is applied to the mold from the top, bottom and sides and internally by six steam pipes attached to the back of the mold. This causes the beads to expand again, this time to their full size. However, there is not enough room for the beads to fully expand inside the mold, so the beads fuse together in and around our metal strips and to the section of panel acting as the front of the mold. The tubular voids left by the steam pipes become the integrated utility chases. This process is then repeated until the desired panel length is reached, at which point it is cut to length by a large radial saw. Finally, the panels are loaded in a tractor trailer and shipped to the job site. Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC

9 The TILT-DECK production line is capable of making about 3200 Ft^2 of panels in one eight-hour shift. Because the TILT-DECK system is custom-made for each order, it is difficult to find other jobs that can accommodate the customized panels. For this reason, panels are not produced until we have a signed cut-list of panels to manufacture and payment is received. This also relieves you of any inventory cost that you would otherwise incur from storing our wall system. Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC

10 REINFORCEMENT ESTIMATES SECTION Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC

11 INSUL-DECK, LLC s Estimating Guidelines 1. TILT-DECK forms are used to create a reinforced concrete Tilt-Up wall. This type of wall must be designed by a licensed professional engineer in accordance with all applicable codes and laws. 2. Information contained in these tables is for estimating purposes only. 3. The information only relates to the structural capacity of the wall. Other considerations such as lifting reinforcement, temperature reinforcement, et cetera, are not included in these tables. 4. Your local engineer of record will need to consider all issues associated with use of a Tilt-up wall. For instance, but not limited to,: lifting, connections to the foundation, connections to the roof, doors openings, window openings, shear reinforcing, negative moment reinforcing, and any other local environmental conditions like earthquake and hurricane zones. 5. TILT-DECK panels are used as a forming system and can be, if needed, removed after the concrete has cured. They do not provide structural support after the concrete has cured. Fire resistance will come from the concrete itself and any fire barrier that is mechanically attached it. 6. TILT-DECK is available in the standard sizes of 7, 8, 9, 10, 11, 12, 12-1/2 overall thickness with a 2 thick bottom wing. Currently, however, estimating tables have only been made for the 7, 8, 9 thick panels. 7. All heights or spans are considered from center of support to center of support. 8. TILT-DECK forms can be used without a proper casting bed. If TILT-DECK forms are not cast on a casting bed or on a flat-graded surface then they must be supported by an adequate shoring system designed by a licensed professional engineer using ACI 347 Guide to Formwork for Concrete. Do not remove the shoring until the concrete has reached its desired compressive strength or you have the consent of the engineer of record. Please consult the INSUL-DECK Estimating guide for conventionally reinforced concrete floors. 9. The information contained in these tables does not replace professional engineering judgment. 10. ACI and ACI committee 551 Tilt-Up design guidelines were used in the creation of these tables. 11. Every effort has been made to ensure that this information is correct and accurate; however, INSUL-DECK, LLC is not responsible for misuse or misrepresentation of this information or improper installation in the field. Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC

12 fc = 4000 psi fy = 60,000 psi concrete weight = 145 pcf As (Windward) As (Leeward) Typical Concrete Section Formed by TILT-DECK WINDWARD DIRECTION LEEWARD DIRECTION Typical Concrete Section Formed by TILT-DECK with TILT-DECK Panels Shown Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC

13 REINFORCEMENT ESTIMATES FOR TILT-DECK Wall Size: 7" + 3" (WINDWARD DIRECTION) Panel 20'-0" 25'-0" 30'-0" Height Wind (psf) As (min.) As (max) As (min.) As (max) As (min.) As (max) 7 inch TILT-DECK panel + 3 inch concrete 35'-0" 40'-0" As (min.) As (max) As (min.) As (max) 20 2-#4 2-#8 2-#4 2-#8 1-#4,1-#5 2-#8 2-#6 2-#8 1-#7,1-#8 2-# #4 2-#8 2-#4 2-#8 1-#5,1-#6 2-#8 1-#7,1-#8 2-# #4 2-#8 1-#4,1-#5 2-#8 2-#6 2-#8 2-#8 2-# #4 2-#8 2-#5 2-#8 1-#7,1-#8 2-# #4 2-#8 1-#5,1-#6 2-#8 1-#7,1-#8 2-#8 N/A 70 1-#6 2-#8 2-#6 2-#8 2-#8 2-#8 N/A 80 1#4,1-#5 2-#8 1-#6,1-#7 2-#8 90 1#4,1-#5 2-#8 1-#6,1-#7 2-#8 N/A #6 2-#8 1-#7,1-#8 2-#8 (LEEWARD DIRECTION) Panel 20'-0" 25'-0" 30'-0" 35'-0" 40'-0" Height Wind (psf) As (min.) As (max) As (min.) As (max) As (min.) As (max) As (min.) As (max) As (min.) As (max) 20 2-#4 2-#8 2-#4 2-#8 2-#4 2-#8 2-#5 2-#8 2-#5 2-# #4 2-#8 2-#4 2-#8 1-#4,1-#5 2-#8 1-#5,1-#6 2-#8 1-#7,1-#8 2-# #4 2-#8 2-#4 2-#8 1-#5,1-#6 2-#8 1-#7,1-#8 2-# #4 2-#8 1-#4,1-#5 2-#8 2-#6 2-# #4 2-#8 1-#5,1-#6 2-# #6 2-#8 2-#6 2-#8 N/A N/A 80 1#4,1-#5 2-#8 1-#7,1-#8 2-#8 N/A 90 2-#5 2-# #5,1-#6 2-#8 N/A As min. and As max. is per ACI Chapter 14 Based on Cross section, Actual reinforcement can be determine from the capacity table Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC

14 REINFORCEMENT ESTIMATES FOR TILT-DECK Wall Size: 8" + 3" (WINDWARD DIRECTION) 8 inch TILT-DECK panel + 3 inch concrete Panel 20'-0" 25'-0" 30'-0" 35'-0" 40'-0" Height Wind (psf) As (min.) As (max) As (min.) As (max) As (min.) As (max) As (min.) As (max) As (min.) As (max) 20 2-#4 2-#6,1-#8 2-#4 2-#6,1-#8 2-#4 2-#6,1-#8 2-#5 2-#6,1-#8 1-#6,1-#7 2-#6,1-# #4 2-#6,1-#8 2-#4 2-#6,1-#8 1-#4,1-#5 2-#6,1-#8 2-#6 2-#6,1-#8 1-#7,1-#8 2-#6,1-# #4 2-#6,1-#8 2-#4 2-#6,1-#8 2-#5 2-#6,1-#8 1-#6,1-#7 2-#6,1-#8 2-#6,1-#8 2-#6,1-# #4 2-#6,1-#8 1-#6 2-#6,1-#8 1-#5,1-#6 2-#6,1-#8 1-#7,1-#8 2-#6,1-# #4 2-#6,1-#8 1-#4,1-#5 2-#6,1-#8 1-#6,1-#7 2-#6,1-#8 2-#8 2-#6,1-# #4 2-#6,1-#8 2-#5 2-#6,1-#8 1-#7,1-#8 2-#6,1-#8 N/A 80 2-#4 2-#6,1-#8 1-#5,1-#6 2-#6,1-#8 1-#7,1-#8 2-#6,1-#8 N/A 90 2-#4 2-#6,1-#8 2-#6 2-#6,1-#8 1-#7,1-#8 2-#6,1-# #6 2-#6,1-#8 2-#6 2-#6,1-#8 2-#8 2-#6,1-#8 (LEEWARD DIRECTION) Panel 20'-0" 25'-0" 30'-0" Height Wind (psf) As (min.) As (max) As (min.) As (max) As (min.) As (max) As (min.) 20 2-#4 2-#6,1-#8 2-#4 2-#6,1-#8 2-#4 2-#6,1-#8 2-#4 2-#6,1-#8 2-#5 2-#6,1-# #4 2-#6,1-#8 2-#4 2-#6,1-#8 2-#4 2-#6,1-#8 2-#5 2-#6,1-#8 1-#6,1-#7 2-#6,1-# #4 2-#6,1-#8 2-#4 2-#6,1-#8 2-#5 2-#6,1-#8 2-#6 2-#6,1-#8 1-#7,1-#8 2-#6,1-# #4 2-#6,1-#8 2-#4 2-#6,1-#8 1-#5,1-#6 2-#6,1-#8 1-#7,1-#8 2-#6,1-# #4 2-#6,1-#8 1-#4,1-#5 2-#6,1-#8 2-#6 2-#6,1-# #4 2-#6,1-#8 2-#5 2-#6,1-#8 1-#7,1-#8 2-#6,1-# #4 2-#6,1-#8 1-#5,1-#6 2-#6,1-#8 N/A N/A 90 1-#6 2-#6,1-#8 1-#6,1-#7 2-#6,1-#8 N/A #4,1-#5 2-#6,1-#8 1-#7,1-#8 2-#6,1-#8 As min. and As max. is per ACI Chapter 14 Based on Cross section, Actual reinforcement can be determine from the capacity table Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC 35'-0" 40'-0" As (max) As (min.) As (max) Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC

15 REINFORCEMENT ESTIMATES FOR TILT-DECK Wall Size: 9" + 3" (WINDWARD DIRECTION) 9 inch TILT-DECK panel + 3 inch concrete Panel 20'-0" 25'-0" 30'-0" 35'-0" 40'-0" Height Wind (psf) As (min.) As (max) As (min.) As (max) As (min.) As (max) As (min.) As (max) As (min.) As (max) 20 2-#4 1-#8,1-#9 2-#4 1-#8,1-#9 2-#4 1-#8,1-#9 2-#4 1-#8,1-#9 2-#4 1-#8,1-# #4 1-#8,1-#9 2-#4 1-#8,1-#9 1-#4,1-#5 1-#8,1-#9 2-#4 1-#8,1-#9 1-#4,1-#5 1-#8,1-# #4 1-#8,1-#9 2-#4 1-#8,1-#9 2-#5 1-#8,1-#9 1-#5,1-#6 1-#8,1-#9 1-#7,1-#8 1-#8,1-# #4 1-#8,1-#9 2-#4 1-#8,1-#9 1-#5,1-#6 1-#8,1-#9 2-#6 1-#8,1-#9 2-#8 1-#8,1-# #4 1-#8,1-#9 2-#4 1-#8,1-#9 1-#5,1-#6 1-#8,1-#9 1-#6,1-#7 1-#8,1-# #4 1-#8,1-#9 1-#6 1-#8,1-#9 1-#5,1-#6 1-#8,1-#9 1-#7,1-#8 1-#8,1-# #4 1-#8,1-#9 1-#4,1-#5 1-#8,1-#9 2-#6 1-#8,1-#9 2-#8 1-#8,1-# #4 1-#8,1-#9 2-#5 1-#8,1-#9 1-#6,1-#7 1-#8,1-#9 1-#8,1-#9 1-#8,1-# #4 1-#8,1-#9 1-#5,1-#6 1-#8,1-#9 1-#6,1-#7 1-#8,1-#9 N/A N/A (LEEWARD DIRECTION) Panel 20'-0" 25'-0" 30'-0" 35'-0" Height Wind (psf) As (min.) As (max) As (min.) As (max) As (min.) As (max) As (min.) As (max) As (min.) 40'-0" As (max) 20 2-#4 1-#8,1-#9 2-#4 1-#8,1-#9 2-#4 1-#8,1-#9 2-#4 1-#8,1-#9 1-#4,1-#5 1-#8,1-# #4 1-#8,1-#9 2-#4 1-#8,1-#9 2-#4 1-#8,1-#9 1-#4,1-#5 1-#8,1-#9 1-#5,1-#6 1-#8,1-# #4 1-#8,1-#9 2-#4 1-#8,1-#9 1-#6 1-#8,1-#9 2-#5 1-#8,1-#9 1-#6,1-#7 1-#8,1-# #4 1-#8,1-#9 2-#4 1-#8,1-#9 2-#4 1-#8,1-#9 2-#6 1-#8,1-#9 1-#7,1-#8 1-#8,1-# #4 1-#8,1-#9 2-#4 1-#8,1-#9 1-#5,1-#6 1-#8,1-#9 1-#7,1-#8 1-#8,1-# #4 1-#8,1-#9 1-#4,1-#5 1-#8,1-#9 2-#6 1-#8,1-#9 2-#8 1-#8,1-# #4 1-#8,1-#9 2-#5 1-#8,1-#9 1-#6,1-#7 1-#8,1-# #4 1-#8,1-#9 1-#5,1-#6 1-#8,1-#9 1-#7,1-#8 1-#8,1-# #6 1-#8,1-#9 2-#6 1-#8,1-#9 1-#8,1-#9 1-#8,1-#9 As min. and As max. is per ACI Chapter 14 Based on Cross section, Actual reinforcement can be determine from the capacity table Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC N/A N/A Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC

16 GENERAL INFORMATION SECTION Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC

17 Estimated TILT-DECK Coverage Ft^2 for 1 Yd^3 of Concrete Poured Panel Thickness Inches Wing Thickness Inches Concrete Thickness Inches Note: That these are estimated coverage s for estimating purposes only. The actual coverage will vary depending on the accuracy of finished wall thickness. These coverage's are rounded to the nearest whole number. Note: This table is to assist in the bidding process for estimating the volume of concrete necessary. Note: Concrete wall design requires the use of a licensed professional engineer. Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC

18 Estimated TILT-DECK Wall Weight in Pounds Per Square Foot (PSF) Panel Thickness Inches Wing Thickness Inches Concrete Thickness Inches Note: That these are estimated weights for engineering purposes only. The actual weight will vary depending on the accuracy of the finished wall thickness. These weights are rounded to the nearest whole number. Note: That these weights include the weight of the concrete, panel, and rebar (3 pounds). Note: Concrete wall design requires the use of a licensed professional engineer. Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC

19 Estimated Thermal Resistance (R-Value) for TILT-DECK Panel Thickness Inches Wing Thickness Inches Concrete Thickness Inches Note: That These values are a weighted average of the R-value taken across a single TILT-DECK Panel and rounded to the nearest whole number Note: That these values are for estimating purposes only. Note: Concrete wall design requires the use of a licensed professional engineer. Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC

20 DETAILS SECTION Concrete wall design requires the use of a licensed professional engineer Copyright 2005 INSUL-DECK, TILT-DECK and Plastbau Technology TILT-DECK is an exclusive product of Insul-Deck, LLC

21 SCHEDULE OF DETAILS TILT-000 TILT-001 TILT-002 TILT-003 TILT-004 TILT-005 TILT-006 TILT-007 TILT-008 TILT-009 TILT-010 TILT-011 TILT-012 TILT-013 TILT-014 TILT-015 TILT-016 TILT-017 TILT-018 TILT-019 TILT-020 TILT-021 TILT-022 TILT-023 TILT-024 TILT-025 TILT-026 TILT-027 TILT-028 TILT-029 TILT-030 TILT-031 TILT-032 TILT-033 SCHEDULE OF DETAILS 7" PANEL DIMENSIONS 8" PANEL DIMENSIONS 9" PANEL DIMENSIONS 10" PANEL DIMENSIONS 11" PANEL DIMENSIONS 12" PANEL DIMENSIONS 12.5" PANEL DIMENSIONS OPEN BAR JOIST AND PANEL CONNECTION DETAIL OPEN BAR JOIST AND PANEL CONNECTION DETAIL (SECTIONS) CONNECTION JOIST GIRDER TO PANEL PANEL AND METAL DECK BRIDGING CONNECTION TO PANEL SQUARE END JOIST TO PANEL CONNECTION BEAM TO PANEL CONNECTION CONTINUOUS FOOTING PANEL CONNECTION FOUNDATION LOADING DECK HORIZONTAL SECTIONS PRECAST BEAM ON EXTERIOR LEDGE CAST-IN-PLACE PILASTER BEAM SEAT ON EXTERIOR PILASTER WOOD JOIST LEDGER HOLLOW CORE FLOOR ON LEDGE GLU-LAM BEAM SEAT TEMPORARY BRACING - ELEVATION TYPICAL STRONGBACK WITH SHORE DETAIL SUGGESTED TEMPORARY BRACING - SIDE VIEW SUGGESTED LIFTING INSERT AND RIGGING SUGGESTED LIFTING INSERT AND RIGGING SUGGESTED LIFTING INSERT AND RIGGING SAMPLE PANEL LAYOUT SAMPLE PANEL LAYOUT SAMPLE PANEL LAYOUT METAL INSERT (FURRING STRIP) PROFILE SCHEDULE OF DETAILS REVISION AMH 03/01/2002 TILT-000

22 7" PANEL SECTION WITH 5" BEAM Ø 1 1/2" 2 1/8" 19 3/4" 1 1/4" 1 1/4" 2 1/8" Ø 4 3/4" 7" 5" (BEAM) R 3/8" 3 1/2" 2 3/8" 2" 1" 2" 3" 7" R 3/8" 2" 5 7/8" 1 15/16" 4" 2" R 3/8" 13" 24" INSUL-DECK 7" PANEL DIMENSIONS REVISION AMH TILT-001

23 8" PANEL SECTION WITH 6" BEAM Ø 1 1/2" 2 1/8" 1 1/4" 19 3/4" 1 1/4" 2 1/8" Ø 4 3/4" 8" 2" 6" (BEAM) 3 1/2" 5 7/8" 1 15/16" 2 3/8" 4" 1" 2" 2" 4" 8" 2" R 3/8" R 3/8" 13" 24" INSUL-DECK 8" PANEL DIMENSIONS REVISION AMH TILT-002

24 9" PANEL SECTION WITH 7" BEAM 2 1/8" 19 3/4" 2 1/8" Ø 1 1/2" 1 1/4" 1 1/4" Ø 4 3/4" 9" 2" 7" (BEAM) 2" R 3/8" R 3/8" 3 1/2" 5 7/8" 1 15/16" 2 3/8" 2 1/2" 4" 1" 2" 2" 5" R 3/8" 9" 13" 24" INSUL-DECK 9" PANEL DIMENSIONS REVISION AMH TILT-003

25 10" PANEL SECTION WITH 8" BEAM 2 1/8" 19 3/4" 2 1/8" Ø 1 1/2" 1 1/4" 1 1/4" Ø 4 3/4" 2" 10" 2" 8" (BEAM) R 3/8" R 3/8" 3 1/2" 5 7/8" 2 3/8" 1 15/16" 2 1/2" 4" 1" 2" 2" 6" R 3/8" 10" 13" 24" INSUL-DECK 10" PANEL DIMENSIONS REVISION AMH TILT-004

26 11" PANEL SECTION WITH 9" BEAM 2 1/8" 19 3/4" 2 1/8" Ø 1 1/2" 1 1/4" 1 1/4" Ø 4 3/4" 11" 2" 9" (BEAM) 7" 3 1/2" 11" R 3/8" R 3/8" 5 7/8" 1 15/16" 2 3/8" 1" 2" 2" 2" 2 1/2" 4" R 3/8" 13" 24" INSUL-DECK 11" PANEL DIMENSIONS REVISION AMH TILT-005

27 12" PANEL SECTION WITH 10" BEAM 2 1/8" 19 3/4" 2 1/8" Ø 1 1/2" 1 1/4" 1 1/4" Ø 4 3/4" 8" 3 1/2" 12" 2 3/8" 12" 10" (BEAM) 2" R 3/8" 2 1/2" 1" 2" 2" R 3/8" 5 7/8" 1 15/16" 4" 2" R 3/8" 13" 24" INSUL-DECK 12" PANEL DIMENSIONS REVISION AMH TILT-006

28 12.5" PANEL SECTION WITH 10.5" BEAM 2 1/8" 19 3/4" 2 1/8" Ø 1 1/2" 1 1/4" 1 1/4" Ø 4 3/4" 12 1/2" 2" 2" 10 1/2" (BEAM) R 3/8" R 3/8" 3 1/2" 5 7/8" 2 3/8" 1 15/16" 2 1/2" 4" 1" 2" 2" 8 1/2" 12 1/2" R 3/8" 13" 24" INSUL-DECK 12.5" PANEL DIMENSIONS REVISION AMH TILT-007

29 OPEN BAR JOIST AND PANEL CONNECTION DETAIL JOIST TILT-DECK FORM FRONT VIEW NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. OPEN BAR JOIST AND PANEL CONNECTION DETAIL REVISION IT TILT-008

30 OPEN BAR JOIST AND PANEL CONNECTION DETAIL (SECTIONS) 2X4 CONT. POCKET CONT. L CONT. L METAL DECK JOIST TILT-DECK FORM TILT-DECK FORM A SECTION B SECTION NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. OPEN BAR JOIST AND PANEL CONNECTION DETAIL (SECTIONS) REVISION IT TILT-009

31 CONNECTION JOIST GIRDER TO PANEL METAL DECK TILT-DECK FORM EXTEND END JOIST GIRDER NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. CONNECTION JOIST GIRDER TO PANEL REVISION IT TILT-010

32 PANEL AND METAL DECK TILT-DECK FORM NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. PANEL AND METAL DECK REVISION IT TILT-011

33 BRIDGING CONNECTION TO PANEL TILT-DECK FORM NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. BRIDGING CONNECTION TO PANEL REVISION IT TILT-012

34 SQUARE END JOIST TO PANEL CONNECTION TILT-DECK FORM NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. SQUARE END JOIST TO PANEL CONNECTION REVISION IT TILT-013

35 BEAM TO PANEL CONNECTION TILT-DECK FORM TILT-DECK FORM SECTION A NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. BEAM TO PANEL CONNECTION IT REVISION TILT-014

36 CONTINUOUS FOOTING PANEL CONNECTION TILT-DECK FORM NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. CONTINUOUS FOOTING PANEL CONNECTION REVISION IT TILT-015

37 FOUNDATION LOADING DECK TILT-DECK FORM NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. FOUNDATION LOADING DECK REVISION IT TILT-016

38 HORIZONTAL SECTIONS TILT-DECK FORM HORIZONTAL CORNER SECTION A TILT-DECK FORM HORIZONTAL SECTION B NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. HORIZONTAL SECTIONS IT REVISION TILT-017

39 PRECAST BEAM ON EXTERIOR LEDGE DOWEL CAST IN PANEL REINFORCED CONCRETE TOPPING PRECAST BEAM (DOUBLE TEE) BEARING PAD CONTINUOUS SUPPORT LEDGER TILT-DECK FORM NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. PRECAST BEAM ON EXTERIOR LEDGE REVISION IT TILT-018

40 CAST-IN-PLACE PILASTER PILASTER CAST AFTER PANEL ERECTED TILT-DECK FORM TILT-DECK FORM PANEL REINFORCEMENT EXTEND INTO PILASTER NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. CAST-IN-PLACE PILASTER IT REVISION TILT-019

41 BEAM SEAT ON EXTERIOR PILASTER CHORD ANGLE METAL DECKING STEEL BEAM SLOTTED HOLE IN BEAM TO ALLOW FOR TEMP. MOVEMENT (IF NEEDED) ANGLE SEAT TILT-DECK FORM NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. BEAM SEAT ON EXTERIOR PILASTER REVISION IT TILT-020

42 WOOD JOIST LEDGER STEEL STRAP TIE EMBEDDED IN PANEL NAIL THRU PLY DECK INTO 4' TO 6' O/C PLYWOOD DECKING CONT. REBAR CHORD WOOD LEDGER WITH STEEL BOLTS WOOD JOIST JOIST HANGER NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. WOOD JOIST LEDGER IT REVISION TILT-021

43 HOLLOW CORE FLOOR ON LEDGE MIN. PER CODE DOWEL CAST IN PANEL REINFORCED CONCRETE TOPPING BEARING PAD STEP PANEL TILT-DECK FORM NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. HOLLOW CORE FLOOR ON LEDGE IT REVISION TILT-022

44 GLU-LAM BEAM SEAT CHORD AND BLOCKING NOT SHOWN THRU BOLTS PLYWOOD DECKING CONT. REBAR CHORD GLU-LAM BEAM EMBEDDED PLATE WITH STUD ANCHOR TILT-DECK FORM JOIST & LEDGER NOT SHOWN FOR CLARITY BENT ANGLE BEAM SEAT,WELD TO EMBEDDED PLATE NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. GLU-LAM BEAM SEAT IT REVISION TILT-023

45 TEMPORARY BRACING - ELEVATION WHEN NECESARY PROVIDE END BRACE FOR LATERAL BRACE STABILITY AT EACH END OF LATERAL BRACING PIPE BRACES LATERAL BRACE (2X4) (MUST BE CONTINUOUS) KNEE BRACE (2X4) NAILING PLATE FOR LATERAL BRACE KNEE BRACE (PIPE) NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. TEMPORARY BRACING - ELEVATION IT REVISION TILT-024

46 TYPICAL STRONGBACK WITH SHORE DETAIL DOUBLE 4X12 STRONGBACKS LB BRACKET TYP. 1'-0" TYP. STRONGBACKS WITH SHORE AS NOTED ON PANEL DETAILS A 1'-0" TYP. 1'-0" TYP. 1" DIA LBPT INSERT TYP. 1" DIA. DOUBLE LBPT INSERT TYPICAL AT LIFTING BRACKETS NOTCH AS REQUIRED 1" X LAGSTUD WITH FLAT WASHER TYP. SHORE AS NOTED ON PANEL DETAILS 1'-0" TYP. A SECTION A NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. TYPICAL STRONGBACK WITH SHORE DETAIL REVISION IT TILT-025

47 SUGGESTED TEMPORARY BRACING - SIDE VIEW WALL BRACE ANCHOR CONTINUOUS 2X LATERAL BRACING SECURED TO EACH BRACE WITH U-BOLT AND MIDPOINT OF BRACE PIPE BRACE KNEE BRACE FLOOR SLAB FLOOR BRACE ANCHOR NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. SUGGESTED TEMPORARY BRACING - SIDE VIEW REVISION IT TILT-026

48 SUGGESTED LIFTING INSERT AND RIGGING NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. SUGGESTED LIFTING INSERT AND RIGGING REVISION IT TILT-027

49 SUGGESTED LIFTING INSERT AND RIGGING NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. SUGGESTED LIFTING INSERT AND RIGGING REVISION IT TILT-028

50 SUGGESTED LIFTING INSERT AND RIGGING NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. SUGGESTED LIFTING INSERT AND RIGGING REVISION IT TILT-029

51 SAMPLE PANEL LAYOUT 2X - PT WOOD (CONT.) JOIST SEAT PANEL HEIGHT TILT-DECK FORM NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. SAMPLE PANEL LAYOUT IT REVISION TILT-030

52 SAMPLE PANEL LAYOUT 2X - PT WOOD (CONT.) JOIST SEAT PANEL HEIGHT TILT-DECK FORM NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. SAMPLE PANEL LAYOUT IT REVISION TILT-031

53 SAMPLE PANEL LAYOUT 2X - PT WOOD (CONT.) JOIST SEAT PANEL HEIGHT TILT-DECK FORM NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. SAMPLE PANEL LAYOUT IT REVISION TILT-032

54 METAL INSERT (FURRING STRIP) PROFILE ELEVATION SCALE 3": 1'-0" 3.543" [90 mm] = = Ø 1.181" [Ø 30mm].863" [22mm] 3.140" [80mm] 1.570" 1.570" 2.890" [73mm] 2.890" [73mm] 5.780" [147mm] 5.787" [147mm] Ø 2.362" [Ø 60mm] 1.181" [30mm] SECTION PROFILE SCALE 1: 2.188" [6mm].863" [22mm] ZINC COATED SHEET STEEL, 0.031" [0.8mm] THICKNESS 5.787" [147mm] 1.181" [30mm] NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE APPLICATION VARIANCES IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO PROVIDE ALL INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS, TO INCLUDE ALL STEEL REINFORCEMENT, BRACING, AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. METAL INSERT (FURRING STRIP) PROFILE AMH 03/01/2002 REVISION TILT-033