TABLE OF CONTENTS I. HOW TO USE THIS NON-CONVENTIONAL ESTIMATING GUIDE. How to Use Your New Post-Tensioned INSUL-DECK Estimating Guide

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1 TABLE OF CONTENTS Disclaimer I. HOW TO USE THIS NON-CONVENTIONAL ESTIMATING GUIDE How to Use Your New Post-Tensioned INSUL-DECK Estimating Guide II. II. INCREASE YOUR CUSTOMER S CONFIDENCE What is INSUL-DECK? Know the Competition Tips, Tricks and Hints III. IV. SINGLE DIRECTION POST-TENSIONED PRELIMINARY ESTIMATING SECTION Selection Table Using 40 PSF Live Loads Selection Table Using 80 PSF Live Loads SINGLE DIRECTION POST-TENSIONED REINFORCEMENT ESTIMATES SECTION INSUL-DECK Post-Tensioned Floor System Single Direction General Notes Floor Size: 7" + 3" Floor Size: 8" + 3" Floor Size: 9" + 3" Floor Size: 10" + 3" Floor Size: 1 + 3" Floor Size: 1 + 3" Floor Size: 12.5" + 3" V. GENERAL INFORMATION SECTION Estimated INSUL-DECK Coverage Ft^2 for 1 Yd^3 of Concrete Poured Estimated Floor Weight in Pounds Per Square Foot (PSF) Estimated Thermal Resistance (R-Value) VI. DETAILS SECTION INS-PT000 SCHEDULE OF DETAILS INS-PT001 7" PANEL DIMENSIONS INS-PT002 8" PANEL DIMENSIONS INS-PT003 9" PANEL DIMENSIONS INS-PT004 10" PANEL DIMENSIONS INS-PT005 1 PANEL DIMENSIONS INS-PT006 1 PANEL DIMENSIONS INS-PT " PANEL DIMENSIONS INS-PT040 TRANSVERSE CROSS RIB OR CROSS BEAM INS-PT047 METAL INSERT (FURRING STRIP) PROFILE

2 Important Disclaimers and Legal Information Please read carefully before using this Estimating Guide. The information in this Estimating Guide 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 Guide or any portion thereof constitutes the builder s and/or purchaser s agreement to use a qualified licensed professional engineer and installer on the project and the builder s and/or purchaser s agreement to the following terms and conditions. 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, delay in operation or transportation.

3 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 2003 INSUL-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 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.

4 HOW TO USE THIS NON-CONVENTIONAL INSUL-DECK ESTIMATING GUIDE

5 HOW TO USE YOUR NEW POST-TENSIONED INSUL-DECK ESTIMATING GUIDE 1. POST-TENSIONED INSUL-DECK installations require a qualified, licensed, professional engineer. Be aware of this, and advise your clients. It is for their safety and your protection. 2. POST-TENSIONED INSUL-DECK installations require a qualified, licensed, Post-Tensioning Subcontractor. POST-TENSIONING is a specialized trade and building method, which many concrete contractors are not qualified for nor equipped to handle. Be aware of this, and advise your clients. 3. Read the INCREASE YOUR CUSTOMER S CONFIDENCE section to learn the history of INSUL-DECK and its advantages over other construction methods. 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 expansive soils. The project might be located in an earthquake zone or an area prone to hurricanes and tornados. Also consider, what load conditions will be placed on the floor? Will the building be governed by height restrictions and weight considerations? Armed with this information, you will make better bids and can alert potential clients to facts or concerns they might not have known about prior to construction. 5. Look at your blueprints and select the direction for placing the INSUL-DECK panels. Generally, the short direction is best. However, you also need to consider the direction the utilities such as plumbing pipes need to go, because it is easier to place plumbing in the direction the panels are running. Now that you have picked the direction the panels are facing, you know how far the panels need to span. The distance the panels must span is from center of support to center of support. You now have the floor span. 6. Refer to the SINGLE DIRECTION POST-TENSIONED PRELIMINARY ESTIMATING SECTION. At the top of each page is a live load. Select the page with the load condition your project will be exposed to. For instance, 40 PSF Live Load for residential construction. On the left side you will find spans given in one foot intervals. Select your span. If it isn t listed, select the next largest span. Now go to the right, across from your span, until you hit a column with two numbers in it. The first number will be the panel thickness in inches. The second number is the minimum depth of concrete to place on top of the INSUL-DECK panel in inches. You now have the panel thickness and concrete depth. Post-Tensioned concrete floor design requires the use of a qualified, licensed, professional engineer. Post-Tensioned floor construction requires the use of a qualified, licensed, Post-Tensioning Contractor.

6 7. Now that you have selected a panel size and concrete thickness, go to the section titled SINGLE DIRECTION POST-TENSIONED REINFORCEMENT ESTIMATES SECTION. First read the general notes. This contains pertinent information regarding the POST- TENSIONED designs that the tables are based upon. The tables shown are displaying design criteria checks that were performed for each span. On the top right of each page is a line in bold type with the panel thickness and concrete depth in inches just like you found in the SINGLE DIRECTION POST-TENSIONED PRELIMINARY ESTIMATING SECTION. Go to the page that matches the panel thickness and concrete depth you previously selected. Once you have found the correct table, you need to select the proper row and column containing your desired span and live load condition. Directly under the box with your span is the rebar to be placed in the bottom of your concrete joist below the Post-Tensioning cable. Also located directly beneath the span are the results of the design checks. These selection tables are for simply supported conditions only. (This does not include the steel for the rebar mat, negative reinforcing, wall connections, or shear, which are determined by local codes.) Now you know what rebar combination to place in the bottom of each joist below the Post- Tensioning cable. 8. To decide how much concrete will be required, first you need to find out how many square feet of floor you are planning to use. This can generally be found on the drawings or by using some basic math: Area = Length x Width. Next go to the GENERAL INFORMATION SECTION. Find a table named ESTIMATING INSUL-DECK COVERAGE FT^2 FOR 1 YD^3 OF CONCRETE POURED. The values you will find are how many square feet of INSUL-DECK one cubic yard of concrete will cover. On the left side you will find two columns: one for panel thickness, the other wing thickness. Select the panel thickness you are estimating with and whether you would like a two- or three-inch-thick wing. The two-inch wing is most commonly used. Now go across to the column that has the concrete 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 floor you are building and divide by the number found in this table. This will give you the number of cubic yards of concrete required. 9. 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 floor system will weigh in pounds per square foot. The second table will tell you the estimated thermal resistance of the floor you selected. 10. In the DETAILS SECTION of this manual, you will find drawings to assist you and your client visually in understanding what is going to be built and how it will work. 11. For more information on how to estimate specialized projects or situations, contact the technical support personnel at INSUL-DECK. Post-Tensioned concrete floor design requires the use of a qualified, licensed, professional engineer. Post-Tensioned floor construction requires the use of a qualified, licensed, Post-Tensioning Contractor.

7 INCREASE YOUR CONSUMER S CONFIDENCE

8 WHAT IS INSUL-DECK? 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 INSUL-DECK is a lightweight form used to create reinforced concrete floors. This form is lightweight in two ways: first, two people can handle each form; and second, it reduces the floors weight by replacing concrete with Expanded Polystyrene (EPS), producing a T-beam shape instead of the conventional flat slab. This reduces the floors weight significantly while maintaining its strength. The INSUL-DECK forms also contain two large service chases or openings to place utilities such as conduit and plumbing. Additionally, a finished ceiling can be attached directly to the INSUL-DECK forms. INSUL-DECK uses a patented manufacturing process to create a reinforced concrete floor form. By using a continuous molding process, INSUL-DECK is capable of providing forms with continuous metal furring strips in whatever length is requested. Starting at the beginning of the process, INSUL-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 INSUL-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 floor design requires the use of a licensed professional engineer.

9 The INSUL-DECK production line is capable of making about 3200 Ft^2 of panels in one eight-hour shift. Because the INSUL-DECK floor 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 floor system. Concrete floor design requires the use of a licensed professional engineer.

10 KNOW THE COMPETITION (How other floor systems work) 1. Pre-Cast Concrete (Regular): This is a concrete plank manufactured off-site and shipped to your job location. Because the planks are very heavy, shipping can be a problem. You will also need a crane and crew on-site just to unload and place the planks. A concrete crew is required to connect and place a topping slab. A crew is also needed to place and install insulation and/or a hanging ceiling. The advantage of this system is that you don t have to use shoring; just place the planks and go. 2. Pre-Cast Concrete (Pre-Stressed): Pre-stressed planks require the same type of work to install as regular pre-cast planks. However, the difference between this plank and the regular pre-cast plank is substantial. Pre-stressing means these planks are already under considerable load when they arrive on-site. Consequently, the planks are much thinner and considerably stronger than regular planks. In other words, they have increased span and load-carrying capabilities. 3. Pre-Cast Concrete (Post-Tensioned): This style is much the same as pre-stressed planks. The difference is that tensioning cables will be placed and torqued on the job, which compresses the concrete planks and creates similar span and load-carrying capabilities as the pre-stressed. Post-tensioning also requires the use of a certified post-tensioning contractor to compress the planks properly. 4. Open Web Steel Joist and Concrete Slabs: This system uses metal joist embedded into a thin concrete slab. To construct this system, first pour the walls and let them set up. Next attach the metal joists and anchor them to the walls, which will probably require using a crane and its crew. Then install the form for the concrete. Forms can be metal plates bolted, welded to, or even sheets of plywood hung from the top of the trusses. Once the forms have been placed, a couple of inches of concrete are poured on top of them. After the concrete has cured, the forms are removed if necessary and a hanging ceiling and/or insulation are placed. 5. Conventional Cast-in-Place Floor: First set up your shoring. Next place the floor form (generally plywood or metal plates). Then install the rebar and pour the concrete slab. Once the concrete is up to strength, you can remove the forms and shoring. 6. Cast in Place (Post-Tensioned): This system is the same as conventional cast-in-place concrete with a few minor changes. Tensioning cables are also placed in the concrete and tightened within a few days. The major advantages over conventional cast-in-place are the lower floor thickness, higher load capabilities and earlier removal of shoring. Concrete floor design requires the use of a licensed professional engineer.

11 7. Wood Frame: This is the most popular method of building in the U.S., and it requires a carpentry crew. The wood frame floor style is the least expensive and easiest to modify, however it generally isn t built to withstand the same conditions and doesn t possess the same properties as concrete floors. Carpenters frame up the floor, and then you need to add insulation and hang a ceiling. Keep in mind that the lumber supply is starting to dwindle and its quality is starting to suffer as well, generally because the greener lumber being sold hasn t had enough time to age, which would make it stiffer or harder. With greener lumber, the floor will start making noises when you walk on it. It can also lead to warping or twisting of the wood planks. Also, precautions must be taken to protect wood floors, as they are prone to mold, termites and decay from water damage. Concrete floor design requires the use of a licensed professional engineer.

12 TIPS, TRICKS and HINTS The rest of this section will consist of tips, tricks, helpful hints and useful suggestions. Please keep in touch with INSUL-DECK for updates to this section. We encourage you to contact us with your own suggestions and discoveries. Your input will be a great asset for anyone, new or experienced, who chooses to use our floor system. Contact INSUL-DECK at ; or at insuldeck@zoomtown.com Concrete floor design requires the use of a licensed professional engineer.

13 SINGLE DIRECTION POST-TENSIONED PRELIMINARY ESTIMATING SECTION

14 SINGLE DIRECTION POST TENSIONING PRELIMINARY SELECTION TABLE USING 40 PSF LIVE LOADS SPAN SELECT YOUR PANEL SIZE AND CONCRETE DEPTH FT NOTE: THE FIRST NUMBER IS THE PANEL THICKNESS AND THE SECOND NUMBER IS THE CONCRETE SLAB THICKNESS THE FLOOR SPAN IS MEASURED FROM CENTER TO CENTER OF THE SUPPORT WALLS POST TENSIONED CONCRETE FLOOR DESIGNS MUST BE COMPLETED BY A QUALIFIED LICENSED PROFESSIONAL ENGINEER. POST TENSIONED CONCRETE FLOORS MUST BE CONSTRUCTED BY A LICENSED POST TENSIONING CONTRACTOR. Copyright 2003 INSUL-DECK and Plastbau Technology

15 SINGLE DIRECTION POST TENSIONING PRELIMINARY SELECTION TABLE USING 80 PSF LIVE LOADS SPAN SELECT YOUR PANEL SIZE AND CONCRETE DEPTH FT NOTE: THE FIRST NUMBER IS THE PANEL THICKNESS AND THE SECOND NUMBER IS THE CONCRETE SLAB THICKNESS THE FLOOR SPAN IS MEASURED FROM CENTER TO CENTER OF THE SUPPORT WALLS POST TENSIONED CONCRETE FLOOR DESIGNS MUST BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER. POST TENSIONED CONCRETE FLOORS MUST BE CONSTRUCTED BY A LICENSED POST TENSIONING CONTRACTOR. Copyright 2003 INSUL-DECK and Plastbau Technology

16 SINGLE DIRECTION POST-TENSIONED REINFORCEMENT ESTIMATES SECTION

17 INSUL-DECK POST-TENSIONED FLOOR SYSTEM SINGLE DIRECTION GENERAL NOTES 1. INSUL-DECK forms are used to create a Post-Tensioned concrete floor. This type of floor must be designed by a qualified, licensed, professional engineer and built by a qualified, Post-Tensioning subcontractor in accordance with all applicable codes and laws. 2. The information contained in these tables is for estimating purposes only. 3. The spans shown assume simple span conditions. Multiple span conditions must be addressed for each application. 4. All spans are considered from center of support to center of support. 5. Tables are based on 1-1/ diameter low-relaxation tendon per rib. 6. Anchorage reinforcement is not included in these tables. 7. Tendon profile is parabolic between ends of the beams and is shown at the end of this notes section. It is critical that the tendon be properly supported and centered in the rib width, so as not to be displaced during the concrete pour. 8. Issues that your engineer of record will need to consider include: anchorage, slab reinforcement, connections to supports, shear reinforcement, negative moment reinforcement, and any other local considerations such as earthquake and hurricane zones. 9. INSUL-DECK forms 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. In general, INSUL-DECK recommends that shoring beams be placed no further than 6 feet apart and a shoring support is within 6 inches of the wall. 10. INSUL-DECK panels are just a form and can be removed after the concrete has cured if needed. They do not provide structural support after the shoring has been removed. Fire resistance will come from the concrete itself and any fire barrier that is attached to the INSUL- DECK panels. 11. INSUL-DECK is available in these standard sizes: 7", 8", 9", 10", 1, 1, 12-1/ in overall thickness including a -3" thick bottom wing. 12. The shaded areas on these tables need to be checked for long-term deflection criteria. 13. The information contained in these tables does not replace professional engineering judgment. 14. 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.

18 INSUL-DECK POST-TENSIONED FLOOR SYSTEM SINGLE DIRECTION GENERAL NOTES (Material Properties) Post-Tensioned floor designs must be completed by a qualified, licensed, professional engineer and performed by a qualified, licensed subcontractor. The tables listed in this estimating guide are based on the following material properties: CONCRETE: Compressive strength at time of tendon stressing: fci = 3000 psi Specified compressive strength: fc = 4000 psi MILD REINFORCING: Specified yield strength: fy = 60,000 psi Modulus of elasticity: Es = 29,000 ksi POST-TENSIONING TENDONS: Specified tensile strength: fpu = 270,000 psi Approximated yield strength (0.85 x fpu): fpy = 229,500 psi Modulus of elasticity: Eps = 27,500 ksi POST-TENSION TENDON PROFILE

19 SINGLE DIRECTION POST TENSIONED REINFORCEMENT ESTIMATES FOR INSUL-DECK Floor Size: 7" + 3" Panel Size = 7 inch standard insulation Concrete Slab Thickness = 3 inch 7" PANEL SECTION WITH 5" BEAM Ø 1 1/ 19 3/ Ø 4 3/ 7" 5" (BEAM) 3 1/ 2 3/8" 3" 7" 1 15/16" 2 Live Load Dead Load SPAN(ft) psf psf SS #4 1 - #4 1 - #4 1 - #4 1 - #4 1 - #4 1 - #4 1 - #4 1 - #4 M - Check V - Check D - Check Fc - Check Ok Ok Ok Ok Ok Ok Ok Ok fail SS #4 1 - #4 1 - #4 1 - #4 1 - #4 1 - #6 1 - #6 1 - #7 1 - #7 M - Check V - Check D - Check Fc - Check Ok Ok Ok Ok reinforce reinforce reinforce reinforce reinforce Ok Ok Ok Ok Ok Ok fail fail fail This Table is not for construction purposes. It is for estimating only. Final design of a Post-Tensioned concrete floor must be completed by a qualified, licensed, professional engineer. Construction of a Post-Tensioned concrete floor must be performed by a qualified, licensed, Post-Tensioning subcontractor. Note: "SS" means Simple Span. M - Check is the bending capacity criteria 0.9Mn > Mu. V - Check is the shear capacity criteria 0.75Vc > Vu. If "reinforce" is shown, shear reinforcing is required. D - Check is the deflection criteria. If "?" or "fail", long-term deflections may be critical. Fc - Check is the compression criteria for the top of slab Fc <.6Fc'. Reinforcing shown is that required to satisfy the bending capacity and the compression criteria.

20 SINGLE DIRECTION POST TENSIONED REINFORCEMENT ESTIMATES FOR INSUL-DECK Floor Size: 8" + 3" Panel Size = 8 inch standard insulation Concrete Slab Thickness = 3 inch 8" PANEL SECTION WITH 6" BEAM Ø 1 1/ 19 3/ Ø 4 3/ 8" 6" (BEAM) 3 1/ 1 15/16" 2 3/8" 8" 2 Live Load Dead Load SPAN(ft) psf psf SS #4 1 - #4 1 - #4 1 - #4 1 - #4 1 - #4 1 - #4 1 - #4 1 - #6 M - Check V - Check D - Check Fc - Check Ok Ok Ok Ok Ok Ok Ok Ok fail SS #4 1 - #4 1 - #4 1 - #4 1 - #5 1 - #6 1 - #6 1 - #7 1 - #8 M - Check V - Check D - Check Fc - Check Ok Ok Ok Ok reinforce reinforce reinforce reinforce reinforce Ok Ok Ok Ok Ok fail fail fail fail This Table is not for construction purposes. It is for estimating only. Final design of a Post-Tensioned concrete floor must be completed by a qualified, licensed, professional engineer. Construction of a Post-Tensioned concrete floor must be performed by a qualified, licensed, Post-Tensioning subcontractor. Note: "SS" means Simple Span. M - Check is the bending capacity criteria 0.9Mn > Mu. V - Check is the shear capacity criteria 0.75Vc > Vu. If "reinforce" is shown, shear reinforcing is required. D - Check is the deflection criteria. If "?" or "fail", long-term deflections may be critical. Fc - Check is the compression criteria for the top of slab Fc <.6Fc'. Reinforcing shown is that required to satisfy the bending capacity and the compression criteria.

21 SINGLE DIRECTION POST TENSIONED REINFORCEMENT ESTIMATES FOR INSUL-DECK Floor Size: 9" + 3" Panel Size = 9 inch standard insulation Concrete Slab Thickness = 3 inch 9" PANEL SECTION WITH 7" BEAM 19 3/ Ø 1 1/ Ø 4 3/ 9" 7" (BEAM) 3 1/ 1 15/16" 2 3/8" 2 1/ 5" 9" 2 Live Load Dead Load SPAN(ft) psf psf SS #4 1 - #4 1 - #4 1 - #4 1 - #4 1 - #4 1 - #4 1 - #5 1 - #6 M - Check V - Check D - Check Fc - Check Ok Ok Ok Ok Ok Ok Ok Ok? SS #4 1 - #4 1 - #5 1 - #5 1 - #6 1 - #6 1 - #7 1 - #7 1 - #8 M - Check V - Check D - Check Fc - Check Ok Ok Ok Ok reinforce reinforce reinforce reinforce reinforce Ok Ok Ok Ok Ok fail fail fail fail This Table is not for construction purposes. It is for estimating only. Final design of a Post-Tensioned concrete floor must be completed by a qualified, licensed, professional engineer. Construction of a Post-Tensioned concrete floor must be performed by a qualified, licensed, Post-Tensioning subcontractor. Note: "SS" means Simple Span. M - Check is the bending capacity criteria 0.9Mn > Mu. V - Check is the shear capacity criteria 0.75Vc > Vu. If "reinforce" is shown, shear reinforcing is required. D - Check is the deflection criteria. If "?" or "fail", long-term deflections may be critical. Fc - Check is the compression criteria for the top of slab Fc <.6Fc'. Reinforcing shown is that required to satisfy the bending capacity and the compression criteria.

22 SINGLE DIRECTION POST TENSIONED REINFORCEMENT ESTIMATES FOR INSUL-DECK Floor Size: 10" + 3" Panel Size = 10 inch standard insulation Concrete Slab Thickness = 3 inch 10" PANEL SECTION WITH 8" BEAM 19 3/ Ø 1 1/ Ø 4 3/ 10" 8" (BEAM) 3 1/ 2 3/8" 2 1/ 6" 10" 1 15/16" 2 Live Load Dead Load SPAN(ft) psf psf SS #4 1 - #4 1 - #4 1 - #4 1 - #4 1 - #4 1 - #5 1 - #5 1 - #6 M - Check V - Check D - Check Fc - Check Ok Ok Ok Ok Ok Ok Ok? fail SS #4 1 - #4 1 - #6 1 - #6 1 - #6 1 - #7 1 - #7 1 - #7 1 - #8 M - Check V - Check D - Check Fc - Check Ok Ok Ok Ok reinforce reinforce reinforce reinforce reinforce Ok Ok Ok Ok? fail fail fail fail This Table is not for construction purposes. It is for estimating only. Final design of a Post-Tensioned concrete floor must be completed by a qualified, licensed, professional engineer. Construction of a Post-Tensioned concrete floor must be performed by a qualified, licensed, Post-Tensioning subcontractor. Note: "SS" means Simple Span. M - Check is the bending capacity criteria 0.9Mn > Mu. V - Check is the shear capacity criteria 0.75Vc > Vu. If "reinforce" is shown, shear reinforcing is required. D - Check is the deflection criteria. If "?" or "fail", long-term deflections may be critical. Fc - Check is the compression criteria for the top of slab Fc <.6Fc'. Reinforcing shown is that required to satisfy the bending capacity and the compression criteria.

23 SINGLE DIRECTION POST TENSIONED REINFORCEMENT ESTIMATES FOR INSUL-DECK Floor Size: 1 + 3" Panel Size = 11 inch standard insulation Concrete Slab Thickness = 3 inch 1 PANEL SECTION WITH 9" BEAM 19 3/ Ø 1 1/ Ø 4 3/ 1 9" (BEAM) 7" 1 3 1/ 1 15/16" 2 3/8" 2 1/ 2 Live Load Dead Load SPAN(ft) psf psf SS #4 1 - #4 1 - #4 1 - #4 1 - #5 1 - #5 1 - #6 1 - #6 1 - #6 M - Check V - Check D - Check Fc - Check Ok Ok Ok Ok Ok Ok? fail fail SS #5 1 - #6 1 - #6 1 - #7 1 - #7 1 - #8 1 - #8 1 - #8 2 - #6 M - Check V - Check D - Check Fc - Check Ok Ok Ok reinforce reinforce reinforce reinforce reinforce reinforce Ok Ok Ok? fail fail fail fail fail This Table is not for construction purposes. It is for estimating only. Final design of a Post-Tensioned concrete floor must be completed by a qualified, licensed, professional engineer. Construction of a Post-Tensioned concrete floor must be performed by a qualified, licensed, Post-Tensioning subcontractor. Note: "SS" means Simple Span. M - Check is the bending capacity criteria 0.9Mn > Mu. V - Check is the shear capacity criteria 0.75Vc > Vu. If "reinforce" is shown, shear reinforcing is required. D - Check is the deflection criteria. If "?" or "fail", long-term deflections may be critical. Fc - Check is the compression criteria for the top of slab Fc <.6Fc'. Reinforcing shown is that required to satisfy the bending capacity and the compression criteria.

24 SINGLE DIRECTION POST TENSIONED REINFORCEMENT ESTIMATES FOR INSUL-DECK Floor Size: 1 + 3" Panel Size = 12 inch standard insulation Concrete Slab Thickness = 3 inch 1 PANEL SECTION WITH 10" BEAM 19 3/ Ø 1 1/ Ø 4 3/ 3 1/ 8" 2 3/8" 1 10" (BEAM) 1 2 1/ 1 15/16" 2 Live Load Dead Load SPAN(ft) psf psf SS #4 1 - #4 1 - #4 1 - #5 1 - #5 1 - #5 1 - #6 1 - #6 1 - #7 M - Check V - Check D - Check Fc - Check Ok Ok Ok Ok Ok Ok Ok? fail SS #6 1 - #6 1 - #7 1 - #7 1 - #7 1 - #8 1 - #8 2 - #6 1 - #6 & #7 M - Check V - Check D - Check Fc - Check Ok Ok Ok Ok reinforce reinforce reinforce reinforce reinforce Ok Ok Ok Ok fail fail fail fail fail This Table is not for construction purposes. It is for estimating only. Final design of a Post-Tensioned concrete floor must be completed by a qualified, licensed, professional engineer. Construction of a Post-Tensioned concrete floor must be performed by a qualified, licensed, Post-Tensioning subcontractor. Note: "SS" means Simple Span. M - Check is the bending capacity criteria 0.9Mn > Mu. V - Check is the shear capacity criteria 0.75Vc > Vu. If "reinforce" is shown, shear reinforcing is required. D - Check is the deflection criteria. If "?" or "fail", long-term deflections may be critical. Fc - Check is the compression criteria for the top of slab Fc <.6Fc'. Reinforcing shown is that required to satisfy the bending capacity and the compression criteria.

25 SINGLE DIRECTION POST TENSIONED REINFORCEMENT ESTIMATES FOR INSUL-DECK Panel Size: 12.5" + 3" Panel Size = 12-1/2 inch standard insulation Concrete Slab Thickness = 3 inch 12.5" PANEL SECTION WITH 10.5" BEAM 19 3/ Ø 1 1/ Ø 4 3/ 12 1/ 10 1/ (BEAM) 3 1/ 2 3/8" 1 15/16" 2 1/ 8 1/ 12 1/ 2 Live Load Dead Load SPAN(ft) psf psf SS #4 1 - #4 1 - #5 1 - #5 1 - #6 1 - #6 1 - #6 1 - #7 1 - #7 M - Check V - Check D - Check Fc - Check Ok Ok Ok Ok Ok Ok?? fail SS #6 1 - #7 1 - #7 1 - #8 1 - #8 1 - #8 2 - #6 1 - #6 & #7 2 - #7 M - Check V - Check D - Check Fc - Check Ok Ok Ok reinforce reinforce reinforce reinforce reinforce reinforce Ok Ok Ok? fail fail fail fail fail This Table is not for construction purposes. It is for estimating only. Final design of a Post-Tensioned concrete floor must be completed by a qualified, licensed, professional engineer. Construction of a Post-Tensioned concrete floor must be performed by a qualified, licensed, Post-Tensioning subcontractor. Note: "SS" means Simple Span. M - Check is the bending capacity criteria 0.9Mn > Mu. V - Check is the shear capacity criteria 0.75Vc > Vu. If "reinforce" is shown, shear reinforcing is required. D - Check is the deflection criteria. If "?" or "fail", long-term deflections may be critical. Fc - Check is the compression criteria for the top of slab Fc <.6Fc'. Reinforcing shown is that required to satisfy the bending capacity and the compression criteria.

26 GENERAL INFORMATION SECTION

27 Estimated INSUL-DECK Coverage Ft^2 for 1 Yd^3 of Concrete Poured Panel Wing Concrete Thickness Thickness Thickness Inches Inches Inches Note: These are estimated coverages for estimating purposes only. The actual coverage will vary depending on the accuracy of finished floor thickness. These coverages 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: Post-Tensioned floor design and construction require the use of a qualified, licensed, professional engineer and subcontractor. Copyright 2003 INSUL-DECK and Plastbau Technology

28 Estimated Floor Weight in Pounds Per Square Foot (PSF) Panel Wing Concrete Thickness Thickness Thickness Inches Inches Inches Note: These are estimated weights for engineering purposes only. The actual weight will vary depending on the finished floor and ceiling. These weights are rounded to the nearest whole number. Note: These weights include the weight of the concrete, panel, rebar (3 pounds), and miscellaneous (15 pounds). Note: Post-Tensioned floor design and construction require the use of a qualified, licensed, professional engineer and subcontractor. Copyright 2003 INSUL-DECK and Plastbau Technology

29 Estimated Thermal Resistance (R-Value) Panel Wing Concrete Thickness Thickness Thickness Inches Inches Inches Note: These values are a weighted average of the R-value taken across a single INSUL-DECK Panel and rounded to the nearest whole number. Note: These values are for estimating purposes only. Note: Post-Tensioned floor design and construction require the use of a qualified, licensed, professional engineer and subcontractor. Copyright 2003 INSUL-DECK and Plastbau Technology

30 DETAILS SECTION

31 SCHEDULE OF DETAILS INS-PT000 INS-PT001 INS-PT002 INS-PT003 INS-PT004 INS-PT005 INS-PT006 INS-PT007 INS-PT040 INS-PT047 SCHEDULE OF DETAILS 7" PANEL DIMENSIONS 8" PANEL DIMENSIONS 9" PANEL DIMENSIONS 10" PANEL DIMENSIONS 1 PANEL DIMENSIONS 1 PANEL DIMENSIONS 12.5" PANEL DIMENSIONS TRANSVERSE CROSS RIB OR CROSS BEAM METAL INSERT (FURRING STRIP) PROFILE Plastbau Technology 7000 Houston Road Building 100, Suite 3 Florence, Kentucky Tel: Fax: DUE TO VARIANCES IN LOCAL CODES, CONSTRUCTION PRACTICES, AND REQUIREMENTS, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUCH LOCAL CODES, CONSTRUCTION PRACTICES, AND REQUIREMENTS REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. INSUL-DECK,LLC RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: DATE: SCHEDULE OF DETAILS AMH 03/01/2002 REVISION DATE: SCALE: DETAIL NO: INS-PT000

32 7" PANEL SECTION WITH 5" BEAM Ø 1 1/ 19 3/ Ø 4 3/ 7" 5" (BEAM) 3 1/ 2 3/8" 3" 7" 1 15/16" 2 7" PANEL SECTION WITH BEAM Ø 1 1/ 19 3/ Ø 4 3/ 7" 3" (BEAM) 3 1/ 1 15/16" 2 3/8" 7" 2 Plastbau Technology 7000 Houston Road Building 100, Suite 3 Florence, Kentucky Tel: Fax: DUE TO VARIANCES IN LOCAL CODES, CONSTRUCTION PRACTICES, AND REQUIREMENTS, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUCH LOCAL CODES, CONSTRUCTION PRACTICES, AND REQUIREMENTS REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. INSUL-DECK,LLC RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. INSUL-DECK 7" PANEL DIMENSIONS DRAWN BY: DATE: AMH DETAIL NO: REVISION DATE: SCALE: 03/01/2002 = 1'-0" INS-PT001

33 8" PANEL SECTION WITH 6" BEAM Ø 1 1/ 19 3/ Ø 4 3/ 8" 6" (BEAM) 3 1/ 1 15/16" 2 3/8" 8" 2 8" PANEL SECTION WITH 5" BEAM Ø 1 1/ 19 3/ Ø 4 3/ 8" 5" (BEAM) 3" 8" 3" 3 1/ 1 15/16" 2 3/8" 2 Plastbau Technology 7000 Houston Road Building 100, Suite 3 Florence, Kentucky Tel: Fax: DUE TO VARIANCES IN LOCAL CODES, CONSTRUCTION PRACTICES, AND REQUIREMENTS, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUCH LOCAL CODES, CONSTRUCTION PRACTICES, AND REQUIREMENTS REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. INSUL-DECK,LLC RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. INSUL-DECK 8" PANEL DIMENSIONS DRAWN BY: DATE: AMH DETAIL NO: REVISION DATE: SCALE: 03/01/2002 = 1'-0" INS-PT002

34 9" PANEL SECTION WITH 7" BEAM 19 3/ Ø 1 1/ Ø 4 3/ 9" 7" (BEAM) 3 1/ 1 15/16" 2 3/8" 2 1/ 5" 9" 2 9" PANEL SECTION WITH 6" BEAM 19 3/ Ø 1 1/ Ø 4 3/ 9" 3" 6" (BEAM) 3 1/ 2 3/8" 2 1/ 9" 1 15/16" 2 Plastbau Technology Copyright 2003 INSUL-DECK and Plastbau Technology 7000 Houston Road Building 100, Suite 3 Florence, Kentucky Tel: Fax: DUE TO VARIANCES IN LOCAL CODES, CONSTRUCTION PRACTICES, AND REQUIREMENTS, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUCH LOCAL CODES, CONSTRUCTION PRACTICES, AND REQUIREMENTS REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. INSUL-DECK,LLC RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. INSUL-DECK 9" PANEL DIMENSIONS DRAWN BY: DATE: AMH DETAIL NO: REVISION DATE: SCALE: 03/01/2002 = 1'-0" INS-PT003

35 10" PANEL SECTION WITH 8" BEAM 19 3/ Ø 1 1/ Ø 4 3/ 10" 8" (BEAM) 2 3/8" 2 1/ 6" 10" 1 15/16" 2 10" PANEL SECTION WITH 7" BEAM 3 1/ 19 3/ Ø 1 1/ Ø 4 3/ 10" 7" (BEAM) 2 1/ 5" 10" 3" 3 1/ 2 3/8" 1 15/16" 2 Plastbau Technology Copyright 2003 INSUL-DECK and Plastbau Technology 7000 Houston Road Building 100, Suite 3 Florence, Kentucky Tel: Fax: DUE TO VARIANCES IN LOCAL CODES, CONSTRUCTION PRACTICES, AND REQUIREMENTS, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUCH LOCAL CODES, CONSTRUCTION PRACTICES, AND REQUIREMENTS REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. INSUL-DECK,LLC RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. INSUL-DECK 10" PANEL DIMENSIONS DRAWN BY: DATE: AMH DETAIL NO: REVISION DATE: SCALE: 03/01/2002 = 1'-0" INS-PT004

36 1 PANEL SECTION WITH 9" BEAM 19 3/ Ø 1 1/ Ø 4 3/ 1 9" (BEAM) 7" 1 3 1/ 1 15/16" 2 3/8" 2 1/ 2 1 PANEL SECTION WITH 8" BEAM 19 3/ Ø 1 1/ Ø 4 3/ 1 8" (BEAM) 2 1/ 6" 1 3" 3 1/ 2 3/8" 1 15/16" 2 Plastbau Technology 7000 Houston Road Building 100, Suite 3 Florence, Kentucky Tel: Fax: DUE TO VARIANCES IN LOCAL CODES, CONSTRUCTION PRACTICES, AND REQUIREMENTS, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUCH LOCAL CODES, CONSTRUCTION PRACTICES, AND REQUIREMENTS REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. INSUL-DECK,LLC RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. INSUL-DECK 1 PANEL DIMENSIONS DRAWN BY: DATE: AMH DETAIL NO: REVISION DATE: SCALE: 03/01/2002 = 1'-0" INS-PT005

37 1 PANEL SECTION WITH 10" BEAM 19 3/ Ø 1 1/ Ø 4 3/ 8" 3 1/ 2 3/8" 1 2 1/ 1 15/16" 2 1 PANEL SECTION WITH 9" BEAM 19 3/ Ø 1 1/ 3" 3 1/ 2 3/8" 1 9" (BEAM) 2 1/ 7" " (BEAM) Ø 4 3/ 1 15/16" 2 Plastbau Technology Copyright 2003 INSUL-DECK and Plastbau Technology 7000 Houston Road Building 100, Suite 3 Florence, Kentucky Tel: Fax: DUE TO VARIANCES IN LOCAL CODES, CONSTRUCTION PRACTICES, AND REQUIREMENTS, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUCH LOCAL CODES, CONSTRUCTION PRACTICES, AND REQUIREMENTS REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. INSUL-DECK,LLC RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. INSUL-DECK 1 PANEL DIMENSIONS DRAWN BY: DATE: AMH DETAIL NO: REVISION DATE: SCALE: 03/01/2002 = 1'-0" INS-PT006

38 12.5" PANEL SECTION WITH 10.5" BEAM 19 3/ Ø 1 1/ Ø 4 3/ 12 1/ 10 1/ (BEAM) 3 1/ 2 3/8" 1 15/16" 2 1/ 8 1/ 12 1/ " PANEL SECTION WITH 9.5" BEAM 19 3/ Ø 1 1/ Ø 4 3/ 12 1/ 9 1/ (BEAM) 2 1/ 7 1/ 3" 12 1/ 3 1/ 2 3/8" 1 15/16" 2 Plastbau Technology 7000 Houston Road Building 100, Suite 3 Florence, Kentucky Tel: Fax: DUE TO VARIANCES IN LOCAL CODES, CONSTRUCTION PRACTICES, AND REQUIREMENTS, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUCH LOCAL CODES, CONSTRUCTION PRACTICES, AND REQUIREMENTS REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. INSUL-DECK,LLC RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. INSUL-DECK 12.5" PANEL DIMENSIONS DRAWN BY: DATE: AMH DETAIL NO: REVISION DATE: SCALE: 03/01/2002 = 1'-0" INS-PT007

39 A TRANSVERSE CROSS RIB / BEAM CONCRETE SLAB THICKNESS VARIABLE SCREW ATTACHMENT TO METAL FURRING STRIPS, ALLOWED CAST INTO CONCRETE A B 6X6-W2.9 X W2.9 OR LONGITUDINAL AND TRANSVERSE REBAR MIN, 3/ 1'-0" 10" 3" 10" 3" CONCRETE SLAB THICKNESS VARIABLE 6X6-W2.9 X W2.9 OR LONGITUDINAL AND TRANSVERSE REBAR VARIABLE THIS AREA OF 'EPS' FOAM IS REMOVED TO CREATE THE CROSS RIB / BEAM, REBAR IS PLACED IN THE TRANSVERSE DIRECTION OR PERPENDICULAR TO INSUL-DECK PANELS VARIABLE VARIABLE VARIABLE 2'-0" 2'-0" 2'-0" BOTTOM LONGITUDINAL REBAR W/ MIN 3/ CONCRETE COVER B SECTION B INSUL-DECK FORM BOTTOM LONGITUDINAL REBAR W/ MIN 3/ CONCRETE COVER (3) #5 TRANSVERSE W/ 3/ MIN, CONCRETE COVER SECTION A A TRANSVERSE CROSS RIB ONE CROSS RIBS MUST BE PRESENT AFTER NO MORE THAN 16' CLEAR SPAN IN THE MIDDLE OF THE PANEL NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE TO 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 AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. Plastbau Technology DUE TO VARIANCES IN LOCAL CODES, CONSTRUCTION PRACTICES, AND REQUIREMENTS, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUCH LOCAL CODES, CONSTRUCTION PRACTICES, AND REQUIREMENTS REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. INSUL-DECK,LLC RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE Houston Road Building 100, Suite 3 Florence, Kentucky Tel: Fax: TRANSVERSE CROSS RIB / BEAM DRAWN BY: DATE: AMH DETAIL NO: REVISION DATE: SCALE: 03/01/2002 = 1'-0" INS-PT040

40 METAL INSERT (FURRING STRIP) PROFILE ELEVATION SCALE 3": 1'-0" 3.543" [90 mm] = = Ø 1.18 [Ø 30mm].863" [22mm] 3.140" [80mm] 1.570" 1.570" 2.890" [73mm] 2.890" [73mm] 5.780" [147mm] 5.787" [147mm] Ø 2.36 [Ø 60mm] 1.18 [30mm] SECTION PROFILE SCALE 1: 2.188" [6mm].863" [22mm] ZINC COATED SHEET STEEL, 0.03 [0.8mm] THICKNESS 5.787" [147mm] 1.18 [30mm] NOTE: ALL INFORMATION SHOWN IS SUGGESTED. DUE TO 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 AND SHORING SCHEDULES. THIS DETAIL SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES UNLESS IT HAS BEEN CERTIFIED AND SEALED BY A QUALIFIED ENGINEER. Plastbau Technology 7000 Houston Road Building 100, Suite 3 Florence, Kentucky Tel: Fax: DUE TO VARIANCES IN LOCAL CODES, CONSTRUCTION PRACTICES, AND REQUIREMENTS, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUCH LOCAL CODES, CONSTRUCTION PRACTICES, AND REQUIREMENTS REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. INSUL-DECK,LLC RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. METAL INSERT (FURRING STRIP) PROFILE DRAWN BY: DATE: AMH 03/01/2002 DETAIL NO: REVISION DATE: SCALE: INS-PT047