scope Successful construction with PERI The Formwork Engineering Magazine Issue

Size: px
Start display at page:

Download "scope Successful construction with PERI The Formwork Engineering Magazine Issue 1 2004"

Transcription

1 scope The Formwork Engineering Magazine Issue page 8 The St. James Condominium Tower PERI ACS used on architectural highrise page 10 Cooper River Bridge Longest cable stay span in North America page 12 Michigan s largest Water Retention Facility page 16 New Product Update TRIO TSE Shaft Panel Successful construction with PERI

2 The Versatile PERI TRIO Wall Formwork Adapts Easily to Various Sized Structures Shoal Creek Water Pollution Control Plant (WPCP), Atlanta, GA Atlanta is currently undergoing a major renovation of its water and wastewater systems. The Shoal Creek Water Pollution Control Plant is a $104 M (USD) facility, for which Western Summit Construction (headquartered in Denver, CO) and Pizzagalli Construction (headquartered in Burlington, VT) formed a joint venture to tackle this large project. They purchased 36,000 sq.ft (3,400 sq.m) of PERI s panelized TRIO wall formwork. The most important factor leading to this decision was TRIO s versatility and ease for reconfiguration using the BFD coupler that allowed them to reduce cycling times. The project included construction of nine seperate structures. The largest ones were the Water Filtration Plant, Ozone Building and a Pump Station. The TRIO wall formwork system s most important feature is the BDF coupler the only connection device needed, making panel connection and stacking fast and easy. This was one of the most crucial factors in achieving the aggressive completion deadline for this job. PERI was able to overcome the numerous wall penetrations of this waste water plant by offering a simple formwork design. Western Summit/Pizzagalli Construction Company (Joint Venture), Atlanta, GA Field Support: PERI Southeast Due to the tight construction schedule, various structures were built simultaneously utilizing the full versatility of the TRIO wall formwork system. Brent Koehn, Superintendent: This project has many different sized structures. The simplicity of changing gang forms with the BFD as the only coupling component made PERI the right choice for our jobsite. 9 (2.70) 21 (8.10) 2 Title: See page 10 for the report on the Cooper River Bridge: Longest cable span bridge in North America. For the high wall sections, the client used the RS 1000 brace. This brace has an extension length of over 32 ft (10 m). Only one coupling device, the BFD, is required to connect any sized TRIO wall formwork panels. A time saving device. Cost-effective: wall variation achieved with GT 24 girders and plywood attached directly to the TRIO.

3 Architectural Concrete Finish Achieved with PERI RAPID Column Formwork System 4 th Ave. Jail, Phoenix, AZ McCarthy Building Co. was awarded this $91 M (USD) jail project containing 1,360 cells. PERI Formwork Systems supplied McCarthy with its RAPID Column System in order to achieve the high level of finish required. The RAPID Column System is designed for a pour pressure of 2500 psf (120 kn/sq.m), thereby producing an architectural finish. It can be moved in two pieces from pour to pour. Mc Carthy Building Co. Phoenix, AZ Field Support: PERI Arizona Mike Wigness, Superintendent: This project was very fast pace, and PERI seemed to have solutions for all the different aspects of the job. As first time users of these systems we found the learning curve to be very minimal. The RAPID Column System does not have any loose parts and can be connected by hand. With only two halves, an architectural concrete column can be cast. RUNDFLEX and TRIO for curved Walls with integrated Pilasters ASU West Campus Extension, Phoenix, AZ The Arizona State University has recently initiated a project to provide its students with a 108 unit, 414 bed housing facility. The difficulty of this project faced by DPR Construction Inc. were the numerous pilasters integrated with the curved walls. The solution to cast these walls was to use RUNDFLEX with TRIO wall formwork panels for the pilasters. The RUNDFLEX circular wall formwork system has the same edge profile as TRIO, therefore using a standard BFD one can connect the two systems with each other. Ed Smith, General Foreman: We have completed numerous jobs with PERI and have been very happy with the support. The systems are the most advanced that I have used and produce solutions for every situation. Rundflex panels can form circular walls with a minimum radius of 3 ft (1 m). DPR Construction Inc. Phoenix, AZ Field Support: PERI Arizona Using only one coupling device, the BFD, one can connect both RUNDFLEX panels and TRIO panels, thereby producing pilaster forms. 3

4 PERI UNIPORTAL and MULTIFLEX Tables Provide Flying Formwork Solution Philadelphia Airport Double Helix Parking Ramp The PERI Baltimore engineering staff worked in close cooporation with Madison Construction, devising a tabilized forming solution for the complicated double helix geometry of the Philadelphia Airport parking ramp. Each ramp was poured in two 180 degree sections for a total of 14 pours. The double helix ramp also included four entry and egress ramps at each parking level. The folding leg capability of the PERI UNIPORTAL tables provided enough clearance between the underside of the down turned beam and the top of the parapet wall for the system to be efficiently cycled. 24 (61 cm) by 32 (81 cm) deep isolated beam formwork MULTIFLEX towers erected from ground level to top in sequence were used as support for the MULTIFLEX beam tables and TRIO beam formwork above. The down turned beam and parapet formwork consisted of UNIPORTAL tables and RUNDFLEX circular wall formwork. Jim Nicholson Site Superintendent, Madison Construction, Malvern, PA: PERI offered an economical tabilized solution for the complicated ramp geometry. The alternative of hand setting the ramps was out of the question from a labor and logistics standpoint. Interior slab formwork consisted of MULTIFLEX tables pre-assembled to match the complicated ramp geometry (0.65) (0.81) (0.73) (0.65) (0.81) 22 4 (6.81) A total of seven levels were constructed using this system of MULTIFLEX combined with RUNDFLEX. Madison Construction, Malvern, PA Field Support: PERI Baltimore 4

5 Critical Schedule Demands Quick Slab Forming System: PERI SKYDECK The Residences At The Ritz-Carlton, Grand Cayman The Fluor Corporation received the award to construct the luxurious $350 M (USD) 5 star Ritz Carlton resort in the Grand Cayman Islands. This stunning facility will incorporate 365 rooms, seven restaurants, tennis courts, spa and 71 luxury condominiums. Scheduling of this project required simple, yet quick forming solutions in order to achieve an opening date for To meet these deadlines, Fluor chose PERI s TRIO Wall Formwork System, KG Climbing Brackets and the MULTIFLEX and SKYDECK Slab Formwork Systems. Over 45,000 sq.ft (4,200 sq.m) of TRIO wall formwork panels and 100,000 sq.ft (9,300 sq.m) of SKYDECK slab formwork panels were supplied to this job. Fluor selected these systems since they required a versatile product for the construction of the irregular balcony layouts (2.95) (2.95) Using the SKYDECK Slab Formwork System with drophead feature allows the posts to stay in place during stripping, therefore decreasing cycling time. The irregular balcony layouts made the SKYDECK slab formwork system the right application for this project. Seven buildings were constructed at once. Logistics was a critical factor in completing this project on time. A consistent flow of equipment required PERI to ship over five trucks of equipment per day. Mike Mazzarisi, Decking Superintendent: SKYDECK goes up very quickly and the operation is clean. You don t need a tape to adjust MULTIPROPS to the desired length. Pictured: (Mike Mazzarisi and Brad Streb) Fluor Corporation (Caribbean) Inc. Field Support: PERI Southeast 5

6 Unexpected Jobsite Adjustments Made Easy Using PERI SKYDECK Potomac Center, Washington, D.C. The concrete slab overhang area was formed using SKYDECK and shored to part of the existing office building (7.06) (0.30) (2.79) (0.30) The Potomac Center in Washington DC, is an 11 story office building, designed by architect Hickok Warner Fox. General Contractor was James G. Davis Construction Co. and Concrete Sub Contractor was Brothers Concrete Construction Company. Brothers Concrete used PERI SKYDECK to form both slabs and beam bottoms in a strict four month schedule. The standard Main Beam 375 was cantilevered in order to create the slab edge and a safe working platform. This 11 story office building project was completed in four months using the patented SKYDECK shoring system. Mike A. Karinshak, Vice President of Operations: The ease of installation and removal of the PERI SKYDECK System coupled with the quality of the concrete left behind, makes this a very competitive forming system. Brothers Concrete Construction Co. Field Support: PERI Baltimore Accelerated Schedule Achieved Using PERI SKYDECK Slab Formwork System Optima View Towers, Evanston, IL The Optima View Towers built by McHugh Construction Company, is a 28 story concrete and glass building with a unique angled facade that maximizes views with some residences having three sided, 180 degree observation areas of Lake Michigan. Using the patented SKYDECK Slab Formwork System, McHugh was able to achieve a high cycling rate of material. This minimized the amount of material on site and increased achievable scheduled deadlines. Ray Uniejewski, Carpenter Superintendent: We were first time users with the PERI SKYDECK system, however after this project we are definitely going to be using it again. It is a very efficient and cost-effective slab forming solution. PERI Formwork Systems supplied SKYDECK Slab Formwork System KG Climbing Brackets VARIO Wall Formwork System (for the architectural walls) TRIO Wall Formwork System 6 Erected Drophead lowered Using the drophead allows the MULTI- PROP to stay in place during stripping. There is no need to remove or re-adjust the post during the stripping procedure. James McHugh Construction Company Chicago, IL Field Support: PERI Chicago

7 Large Wall Formwork Gangs increase Efficiency PERI TRIO Humphrey Light Rail Terminal Platform and Core, Minneapolis/St. Paul International Airport, Minneapolis, MN Knutson Construction Services used PERI Formwork Systems on the light rail transit station at the Humphrey Terminal of the Minneapolis / St. Paul International Airport. Steve Krampert, Superintendent: The PERI Shaft Panels operated very smoothly and were quite rugged. Knutson had good results using PERI on several previous projects and had confidence that PERI would perform well for them again. Using the TRIO wall formwork system allowed them to quickly connect modular forming gangs, which could be flown in single lifts. The TRIO Shaft Panel allows the internal core formwork to collapse and give a 2 inch (5 cm) clearance to the concrete while lifting with a crane. TRIO with external KG platforms allow the formwork to be raised from level to level safely and efficiently. Knutson Construction Services, Minneapolis, MN Field Service: PERI Minneapolis TRIO Wall Formwork System: Few Components Results in Fast Assembly and Cycle Times Children s Mercy Hospital Expansion, Kansas City, MO The JE Dunn Construction Company located in Kansas City, Missouri was awarded the Children s Mercy Hospital Expansion project which consisted of a 4 level (below grade) parking garage with 9 levels of mixed hospital space on top. JE Dunn used PERI s single sided SB Brace Frame with TRIO wall formwork, KG 240 climbing brackets and the new Shaft Panel 330. One sided foundation walls of 28 feet (8.5 m) in height were completed using SB-Brace Frames with TRIO panels. JE Dunn Construction, Kansas City, MO Field Service: PERI Midwest Keith Diercksen, Superintendent: The PERI Forms performed extremely well. See page 16 for more information about the new TRIO shaft panel The new TRIO Shaft Element allows for the internal cores to be stripped and reset as a complete unit. 7

8 Custom Steel Formwork Produces Architectural Finish for Exceptional Facade Design St. James Condominium Tower, Philadelphia, PA The PERI SKYDECK Slab Formwork System was utilized in order to achieve a four day pour cycle. PERI provided two floors of SKYDECK shoring in order to maximize equipment efficiency and minimize material storage on site. Elevator and Core: ACS-G (Gallows); ACS-P (Platform), designed to support a working platform. The St. James Condominium Complex is considered the premier residential high rise facility in the city of Philadelphia. Signifying this distinction can be easily seen in the intricate design of the architectural facade. This structure will grow to a height of 501 ft (153 m) with 47 above ground floors, holding over 307 rooms. The Carson Concrete Corp., selected PERI Formwork Systems to supply a custom steel column form that could achieve the stringent requirements for exposed architectural concrete (shown below). Other systems used on this project included the ACS Automatic Climbing System, SKYDECK slab formwork system and VARIO Wall Formwork System to construct a typical floor footprint of 11,000 sq.ft (1,000 sq.m). The PERI Automatic Climbing System combined with VARIO wall formwork were used for the elevator and stair core. Using the PERI ACS climbing system eliminated the necessity for a crane when moving to the next pour sequence. PERI also provided a separate ACS system with custom steel wall formwork required for the architectural exterior columns and spandrel beams (2.95) (2.95) (2.95) Exterior Columns: ACS-R (Regular) Note: A placing boom was used in conjunction with ACS-P. Exceptional finish of concrete surface achieved using hinged steel column form. Utilizing this hinged column form allowed the contractor to strip and cycle the equipment quickly and easily. 8 Custom Steel Panels were used to form the architectural facade. Carson Concrete Corporation, Conshohocken, PA Field Support: PERI Baltimore and PERI Germany John Lewis, Site Superintendent: The architectural finish from the custom steel formwork was incredible. PERI s hinged column form solution reduced labor costs substantially and allowed us to keep our tower schedule.

9

10 10

11 Safe, Accurate and Fast PERI ACS for 175 m high Bridge Piers Arthur Ravenel Jr. Bridge, Charleston, SC With PERI ACS, four working levels together with the formwork are lifted from cycle to cycle without the use of a crane. The four levels consist of: Concreting platforms, working platforms, hydraulics and finishing platforms. The finishing platforms are used to disassemble climbing shoes and anchors. Climbing cycle sequence for change in inclination on bridge pier. Peo Halvarsson, Contract Manager: Our previous experience and an excellent working relationship with the PERI engineers made our decision regarding the choice of the formwork supplier an easy one. The PERI solution provided us with a formwork system with which we could work quickly and produce quality results at the same time. Two 574 ft (175 m) high piers, at a distance of 1,548 ft (472 m) from each other, distribute loads of this cable stay construction which connects both sides of the Cooper River. The short construction time together with strict logistical requirements (all materials had to be transported to both piers using barges) and the necessity to save on crane capacity meant that the use of a self-climbing formwork system was essential. The PERI engineers designed an extremely efficient formwork concept containing detailed pre-determined working speeds. These were maintained by the construction crews with a high degree of productivity. The high requirements placed on the concrete surface together with the dimensional accuracy were fully met using PERI ACS combined with VARIO GT 24 girder wall formwork. The scaffolding units remained permanently connected to the structure even during climbing which ensured high levels of safety throughout. All wind loads were taken into consideration during the planning phase. Approximately 10,760 sq.ft (1,000 sq.m) of VARIO GT 24 girder wall formwork was used as well as eight ACS-V platforms for the inclined pier sections and eight ACS-R platforms for the sloped areas. On the lower half of the piers, up to the change in slope, one pour section of 13 7 (4.15 m) was finished per week. Due to the simplified reinforcement arrangement and smaller construction geometry, pouring took place every four to five days and the contractors were able to reduce the scheduled pour sequence from seven to five days. The new bridge has created optimal conditions for meeting today s demanding road and waterway traffic requirements. The road itself lies 200 (61 m) above the surface of the river which allows the passage of large ships. Contractors: Palmetto Bridge Constructors: Joint Venture Tidewater/Skanska USA Inc. and HBG Constructors Inc./Flatiron Structures Company Field Support: PERI Baltimore and PERI Germany 11

12 Michigan s Largest Water Retention Facility: Built Using PERI s Formwork Know-How Kuhn Drain GWK Drainage Project, Detroit, MI The George W. Kuhn Drain Improvements Project conducted in Oakland County, Michigan, is an expansion of the existing retention basin, designed to increase drainage to 124 million gallons of storm water runoff. When completed in 2005, this facility will be the largest retention treatment facility in Michigan and among the largest in the country. The total contract value has been pegged well over $100 M (USD). PERI Formwork Systems were the leading providers of formwork solutions to Walbridge Aldinger Construction Company located in Detroit, MI. Systems used on this project included: MULTIPROP Towers with MULTIFLEX, TRIO wall formwork panels, SRS Columns and TRIO Columns. PERI provided a unique solution using the MULTIPROP Towers. This tabilized system allowed the contractor to move the tables from pour to pour with a column mounted roller system designed and fabricated by PERI. Crane access was limited and a column mounted rolling system was the only way to move these tables over a base slab inclined over 40 degrees. SRS column forms with a 2 (60 cm) diameter were used on this project. Also shown are the TRIO column forms. Stakking of the TRIO column form is achieved by using only one connecting device: the BFD coupler. 12 Walbridge Aldinger Constr., Detroit, MI Field Support: PERI Michigan Using Push-Pull Props, the 18 (5.5 m) battered wall could be easily adjusted. The resulting finish proved to be of excellent quality. The TRIO wall formwork system was able to accommodate the battered walls because of the angle of variation achieved using taper ties.

13 Ed Shultz, Carpenter Foreman, Walbridge Aldinger: PERI s jobsite service helped us solve the unique challenges we ran into with this project. We were amazed with the strength of the components and connections. We were able to get a lot of reuse out of each system. 1 6 (0.46) 29 5 (8.98) The few pieces required to assemble MULTIPROP Towers minimizes material handling on site (4.88) (6.10) (6.10) (6.10) (6.10) (6.10) Once the tables were released, the beam bottoms were removed using a hinged design. This allowed for the tables to clear the columns with the connected beam side form and move to the next pour location. This hinged design allowed the beam bottom forms to stay in place during transportation from pour to pour. Using the MULTIPROP Swivel Base allowed the client to have these tables easily aligned with a base offset up to 3 degrees. This patented swivel base design eliminates the need for wedges when faced with sloped slabs. 13

14 Pre-Assembled Custom Tunnel Formwork Allows Hydro Quebec Project to Continue on Schedule Toulnustouc Dam and Power Plant, Northern Quebec, Canada RUNDFLEX Curved Wall Formwork, MULTIPROP Shoring Tower, VARIO Wall Formwork. Using the tie-less GRV system with a radius of 18 ft (5.5 m), PERI was able to provide Aecon with a pre-assembled solution to form the entrance area for a diversion tunnel (6.00) Hydro Quebec has begun another mega project in the northern part of Quebec called the Toulnustouc River Dam. The utility company will be spending over $50 Billion dollars (CND) in the next 15 years to build a series of hydro-electric facilities. Using the tie-less GRV Circular Formwork System on the diversion outlet tunnel, allowed Aecon to achieve pour pressures of 2500 psf (120 KN/sq.m). PERI s expertise in carpentry was critical in delivering a product that would exceed Hydro Quebec s expectations for a quality concrete finish. The preassembled Bull Nose formwork was fabricated and shipped as a complete unit from the Toronto assembly shop. Along with Engineering knowhow, PERI offered the simplest solution for a complex project. Aecon Civil, Montreal, QC Field Support: PERI Toronto, PERI Montreal and PERI Germany PERI UP: Meeting All Safety Requirements With Faster Erection Phase 1 of New Terminal 1 Toronto Pearson Airport, Toronto, ON The Toronto Pearson Airport is undergoing a $4.4 Billion (CND) redevelopment in order to meet the growing demands of air travelers. A new terminal is being constructed and Select Drywall & Acoustics were chosen to perform the majority of the drywall installation. Their decision to use PERI UP Scaffolding was based on safety concerns and erection speed. With features including an end gate that has a ledger and toeboards built into one piece, PERI provided the necessary equipment to perform all of the clients scaffolding needs (10.84) 14 Select Drywall & Acoustics, Concord, ON Field Support: PERI Toronto The rigid PERI UP system can be assembled quickly with working platforms providing safe working areas. Access ladder boards allow for decks to be installed in one operation (2.50) (3.00) (2.00) (2.00)

15 Slim TRIO Profile Allows Contractor to Build on a Very Confined Site 1 King Street West, Toronto, ON The 51 story residential tower on 1 King Street West in Toronto, Ontario will be a display of engineering achievement along with classic historical design once completed. Resform Construction Ltd. was awarded the contract to construct a 578 ft (176 m) high rise building only 3 ft (1 m) next to the historical 1913 Toronto Dominion Bank. The only viable solution was to use the TRIO Wall Formwork System along with shear wall climbing brackets. Having an overall profile width of 4.7 (12 cm), the TRIO Wall Formwork System provided the optimal solution for working in confined areas. Utilizing a single rigid connecting element called the BFD, the contractor was able to gang TRIO panels together and precisely fly the units into place. Other systems used on this project included the TRIO Shaft Element, MULTIFLEX Slab Formwork, UNIPORTAL Tables, SB Single Sided Brackets, HD 200 Shoring and the SKYDECK Slab Formwork System. The aluminum SKYDECK system provided Resform with a solution minimizing material storage and handling. With less components than conventional frame systems, Resform was able to cycle more equipment without a crane in less time. Marco Centofante, Foreman: PERI offered the best solution for our complicated floor layouts. PERI s range of products made our project easier to keep on track. Restricted storage space was overcome using the versatile yet modular TRIO Wall Formwork System. UNIPORTAL Tables were supplied to the site pre-assembled. The only requirement for the contractor was to simply connect the MULTIPROP to the table form, thereby again minimizing the space requirement for equipment storage. Resform Construction Ltd., Toronto, ON Field Support: PERI Toronto UNIPORTAL Tables used on the upper tower were an ideal solution. It was easier and faster to cycle smaller modular tables due to the confined spaces. 15

16 Time Savings achieved in the Erection of Shaft Formwork The new TRIO TSE 330 Shaft Panel NEW During the reconstruction of a residence hall, an elevator shaft with a clear opening of 7 4 x 9 5 (2.20 x 2.88 m) had to be built. For the first time, the site crew successfully applied the new TRIO Shaft Panel for a total of five cycles with pour heights of 9 to 13 7 (2.75 to 4.15 m). This platform is based on folding bearing plates fixed to the respective wall section below. The final pouring height of 13 7 (4.15 m) was done with TRIO (TR 4 x 2 /120 x 72) extension panels. The inside TRIO panels remain in place for all subsequent cycles. As of the second climbing cycle, the inside formwork unit is placed on a shaft platform. The mechanical system of the shaft panel ensures that the formwork is horizontally released from the face of the newly casted concrete wall. A stripping space of about 1.2 (3 cm) on each side of the shaft formwork makes it possible to safely remove the complete inside formwork unit. Ulrich Ersing, Foreman: The PERI TRIO Shaft Panel works extremely well and does not require any separate compensation. Compared to other solutions we are able to erect the shaft formwork up to four times faster with the PERI System. Mayer/ PPG, Laupheim, Germany Field Support: PERI Germany The TRIO shaft panel, TSE, is available in heights of 4 (1.20 m), 8 11 (2.70 m) and (3.30 m). 16 The illustrations in this brochure are photographs of real site situations. Safety or formwork anchor details are therefore not to be taken as a definitive guide to the way the equipment is to be used. Copyright by PERI GmbH, 2004 PERI USA 7272 Park Circle Drive Suite 200 Hanover, MD Phone: Fax: or call toll free: USA: PERI CAN: PERI PERI Canada 45 Nixon Road Bolton, Ontario L7E 1K1 Phone: Fax: US 1/ ho Art.Nr

TRIO 330 The framed panel formwork for heights of up to 3.30 m

TRIO 330 The framed panel formwork for heights of up to 3.30 m TRIO 330 The framed panel formwork for heights of up to 3.30 m product range 4.30 3.30 2 ties up to 3.30 m TRIO 330 The framed panel formwork for floor heights up to 3.30 m TRIO 330 is an independent formwork

More information

The Task. for. PERI Construction-Exercise 2003

The Task. for. PERI Construction-Exercise 2003 The Task for PERI Construction-Exercise 2003 Entitled to participate all educational institutions for civil engineering and construction management. The work must be based on the outlined project and can

More information

CTBUH Copyright. Formworks for High rise Construction. Jürgen Gnida. PERI Gmbh

CTBUH Copyright. Formworks for High rise Construction. Jürgen Gnida. PERI Gmbh Formworks for High rise Construction Jurgen Gnida PERI Gmbh Germany 1 PERI Formwork Systems CTBUH World Conference - Formwork for High Rise Construction - Head Keyprojects, PERI GmbH 2 High-rise Projects

More information

MULTI-RESIDENTIAL BUILDING SOLUTIONS

MULTI-RESIDENTIAL BUILDING SOLUTIONS MULTI-RESIDENTIAL BUILDING SOLUTIONS OUR EXPERTISE AT YOUR SERVICE Canam has been offering owners, real estate developers, architects, engineers and contractors an array of construction solutions since

More information

Elegant sculpture in flexible shoring

Elegant sculpture in flexible shoring Elegant sculpture in flexible shoring Edificio Ágora, Valencia, Spain In his hometown of Valencia, the Spanish star architect Santiago Calatrava has realized the Ciudad de las Artes y de las Ciencias.

More information

Up-Down Construction Utilizing Steel Sheet Piles and Drilled Shaft Foundations

Up-Down Construction Utilizing Steel Sheet Piles and Drilled Shaft Foundations Up-Down Construction Utilizing Steel Sheet Piles and Drilled Shaft Foundations Nathan A. Ingraffea, P.E., S.E. Associate, KPFF Consulting Engineers, Portland, Oregon, USA Abstract The use of steel sheet

More information

Safe & Sound Bridge Terminology

Safe & Sound Bridge Terminology Safe & Sound Bridge Terminology Abutment A retaining wall supporting the ends of a bridge, and, in general, retaining or supporting the approach embankment. Approach The part of the bridge that carries

More information

Excerpts from the Canadian National Building Code (NBC)

Excerpts from the Canadian National Building Code (NBC) Excerpts from the Canadian National Building Code (NBC) Reproduced here with Permission of the Copyright Owner, the National Research Council of Canada, Institute for Research in Construction. For more

More information

Davit Systems and Outriggers

Davit Systems and Outriggers Safety From The Top Down Davit Systems and Outriggers Suspended Access Systems and Fall Protection Davits Overview Standards in the United States and Canada require a building to provide certified anchorages

More information

BRIO Modular scaffolding

BRIO Modular scaffolding BRIO Modular scaffolding // Versatile and multifunctional // Table of content Features Benefits Solutions Basic components 2 4 6 11 // Features BRIO Modular Scaffolding covers the different configurations

More information

PERI Nigeria Formwork Scaffolding Engineering

PERI Nigeria Formwork Scaffolding Engineering PERI Nigeria Formwork Scaffolding Engineering PERI A very successful story for 45 years. Made in Germany. Family-run. On-site worldwide. Dear Business Partners, Prior to the final establishment of PERI

More information

FORM DESIGN. easy to work with, and generally available.

FORM DESIGN. easy to work with, and generally available. Forms play a major role in concrete construction. They give the plastic concrete its shape and hold it until it hardens. Forms protect the concrete, assist in curing it, and support any reinforcing rods

More information

Materials. Estimating Steel. Players. Materials. Shop Drawings. Detailing Process. Standard shapes. Fabricated members, Built-up sections

Materials. Estimating Steel. Players. Materials. Shop Drawings. Detailing Process. Standard shapes. Fabricated members, Built-up sections Materials Standard shapes W sections, C channels, Structural T, Angles, Pipes, Tubes, Rods and Plates Fabricated members, Built-up sections Adding plates to beam flanges, Stiffeners to beam webs Built

More information

How To Build A Luxury Apartment Complex In London

How To Build A Luxury Apartment Complex In London Post Tensioning Awards 2009 Project Summary Type of structure Location Architects Structural Engineer Residential with leisure suites including Swimming pool, Cinema, Virtual Golf, Wine Cellars, and Parking

More information

DESIGN OF PRESTRESSED BARRIER CABLE SYSTEMS

DESIGN OF PRESTRESSED BARRIER CABLE SYSTEMS 8601 North Black Canyon Highway Suite 103 Phoenix, AZ 8501 For Professionals Engaged in Post-Tensioning Design Issue 14 December 004 DESIGN OF PRESTRESSED BARRIER CABLE SYSTEMS by James D. Rogers 1 1.0

More information

GYPSUM AREA SEPARATION FIREWALLS GA-620-2011

GYPSUM AREA SEPARATION FIREWALLS GA-620-2011 GYPSUM AREA SEPARATION FIREWALLS GA-620-2011 GA-620-2011 Copyright 2011 Gypsum Association All rights reserved. Printed in U.S.A. Characteristics, properties, or performance of materials or systems herein

More information

Technical Assignment 2 TABLE OF CONTENTS

Technical Assignment 2 TABLE OF CONTENTS 2 TABLE OF CONTENTS Executive Summary...3 Introduction..5 Gravity Loads......6 Design Codes......7 Materials..8 Existing Structural System.. 10 Existing Floor System 15 Alternate Floor Framing Systems...17

More information

glass & Glazing Products

glass & Glazing Products glass & Glazing Products WallMaker Create an unlimited variety of bright, beautiful and secure interior environments with the easy-to-install Stylmark WallMaker glass wall system. This versatile system

More information

Residential Prototype III. Multi-Story. The Multi-Story. Your connection to ideas + answers. Prepared by: AISC Steel Solutions Center

Residential Prototype III. Multi-Story. The Multi-Story. Your connection to ideas + answers. Prepared by: AISC Steel Solutions Center Multi-Story Residential Prototype III The Multi-Story Residential Prototype III Prepared by: AISC Steel Solutions Center What s this? This package tells the story of a fictitious project with an imaginary

More information

One-third of all fatalities in the U.S. construction

One-third of all fatalities in the U.S. construction Guardrail systems: Fall prevention for floor and wall openings and open-sided floors One-third of all fatalities in the U.S. construction industry result from falls from elevations. Falls from elevations

More information

Since it was established in 1989, with a small manufacturing base in Qwa Qwa and a hire yard in Botswana, Uni-Span

Since it was established in 1989, with a small manufacturing base in Qwa Qwa and a hire yard in Botswana, Uni-Span formwork formwork Since it was established in 1989, with a small manufacturing base in Qwa Qwa and a hire yard in Botswana, Uni-Span has grown to become one of the major players in the scaffolding and

More information

Residential Decks. Planning and Development Services Department

Residential Decks. Planning and Development Services Department Building Safety Division 8500 Santa Fe Drive Overland Park, KS 66212 (913) 895-6225 Fax (913) 895-5016 Email: [email protected] Planning and Development Services Department Residential Decks

More information

OSHA GUIDANCE DOCUMENT FALL PROTECTION IN RESIDENTIAL CONSTRUCTION

OSHA GUIDANCE DOCUMENT FALL PROTECTION IN RESIDENTIAL CONSTRUCTION OSHA GUIDANCE DOCUMENT FALL PROTECTION IN RESIDENTIAL CONSTRUCTION OSHA GUIDANCE DOCUMENT FALL PROTECTION IN RESIDENTIAL CONSTRUCTION Table of Contents Executive Summary... 1 Introduction... 1 Installing

More information

CONCRETE FLOOR SLAB & CASTING BED CONSTRUCTION

CONCRETE FLOOR SLAB & CASTING BED CONSTRUCTION CONCRETE FLOOR SLAB & CASTING BED CONSTRUCTION General 7 www.meadowburke.com 877-518-7665 MB1109 CONCRETE FLOOR SLAB AND CASTING BED CONSTRUCTION Quality Construction Begins at Ground Level Everything

More information

Designer s NOTEBOOK DESIGN ECONOMY, PART 3

Designer s NOTEBOOK DESIGN ECONOMY, PART 3 Designer s NOTEBOOK DESIGN ECONOMY, PART 3 Design Economy Article XII (Part 3) PCI s Architectural Precast Concrete Services Committee offers insight on the architectural precast manufacturing process

More information

Commercial And Industrial Steel Buildings

Commercial And Industrial Steel Buildings Commercial And Industrial Steel Buildings Arco Building Systems, Inc. Since 1979 Arco has been providing the highest quality steel buildings to contractors and owners throughout the United States. Leadership

More information

Peninsula Place, Greenwich, London

Peninsula Place, Greenwich, London Concepts Products Service Peninsula Place, Greenwich, London 1 Project Report Peninsula Place, Greenwich, London Designed as one of the most sustainable commercial buildings in the UK, with a BREEAM rating

More information

GEORGE J. CAMBOURAKIS, P.E., C. ENG. PRESIDENT & CHIEF STRUCTURAL ENGINEER

GEORGE J. CAMBOURAKIS, P.E., C. ENG. PRESIDENT & CHIEF STRUCTURAL ENGINEER GEORGE J. CAMBOURAKIS, P.E., C. ENG. PRESIDENT & CHIEF STRUCTURAL ENGINEER Professional Experience: Pride and Passion in the Art of Structural Engineering since 1979. Professional Registration: Professional

More information

Formwork for Concrete

Formwork for Concrete UNIVERSITY OF WASHINGTON DEPARTMENT OF CONSTRUCTION MANAGEMENT CM 420 TEMPORARY STRUCTURES Winter Quarter 2007 Professor Kamran M. Nemati Formwork for Concrete Horizontal Formwork Design and Formwork Design

More information

HIGH LEVEL SEISMIC UPGRADE COST ESTIMATE FOR CENTRE BLOCK, PARLIAMENT HILL

HIGH LEVEL SEISMIC UPGRADE COST ESTIMATE FOR CENTRE BLOCK, PARLIAMENT HILL HIGH LEVEL SEISMIC UPGRADE COST ESTIMATE FOR CENTRE BLOCK, PARLIAMENT HILL Prepared for: Public Works and Government Services Canada Parliamentary Precinct Branch Prepared by: Halsall Associates 210 Gladstone

More information

Residential Deck Safety, Construction, and Repair

Residential Deck Safety, Construction, and Repair Juneau Permit Center, 4 th Floor Marine View Center, (907)586-0770 This handout is designed to help you build your deck to comply with the 2006 International Residential Building code as modified by the

More information

MAT 75 STRUCTURAL SUPPORT SYSTEM

MAT 75 STRUCTURAL SUPPORT SYSTEM MAT 75 STRUCTURAL SUPPORT SYSTEM A GROUP COMPANY Structural Support Applications About the Mat 75 System For decades, Mabey Bridge & Shore has served the international construction community by providing

More information

Section A Roof Truss

Section A Roof Truss Section A Roof Truss Truss Types Wisconsin Truss, Inc. can build a variety of truss types, pictured below are some common examples. Common Bobtail Scissor Mono Studio Dual Slope Cathedral Tray Vault Parallel

More information

Formwork Scaffolding Engineering The most appropriate solution for each and every requirement

Formwork Scaffolding Engineering The most appropriate solution for each and every requirement Formwork Scaffolding Engineering The most appropriate solution for each and every requirement Edition 04 2014 PERI GmbH Formwork Scaffolding Engineering Rudolf-Diesel-Straße 19 89264 Weissenhorn, Germany

More information

R = Rate of Placement T = Outside Temperature

R = Rate of Placement T = Outside Temperature EXAMPLE #1 SINGLE WALER SYSTEM #1 15 High Wall X 100 Long Assuming a pour rate of 4 hour and a temperature of 70º Using this equation P = 150 + R X 9000 T P = 150 + 4 X 9000 70 = 664 PSF P = Lateral Form

More information

Florida Building Code 2004 SECTION 1009 STAIRWAYS AND HANDRAILS

Florida Building Code 2004 SECTION 1009 STAIRWAYS AND HANDRAILS Florida Building Code 2004 SECTION 1009 STAIRWAYS AND HANDRAILS 1009.1 Stairway width. The width of stairways shall be determined as specified in Section 1005.1, but such width shall not be less than 44

More information

Analysis II Façade Redesign: Architectural Precast Panels

Analysis II Façade Redesign: Architectural Precast Panels Analysis II Façade Redesign: Architectural Precast Panels Analysis II Façade Redesign: Architectural Precast Panels Overview: This analysis covers the comparison of the current EIFS façade and my proposed

More information

I N T E R N A T I O N A L R E S I D E N T I A L CO D E

I N T E R N A T I O N A L R E S I D E N T I A L CO D E Visual Interpretation Of The I N T E R N A T I O N A L R E S I D E N T I A L CO D E 2006 STAIR BUILDING CODE Portions of this document reproduce sections from the 2006 International Residential Code, International

More information

Designed and Engineered to Perform

Designed and Engineered to Perform History EARTH CONTACT PRODUCTS, L.L.C., is a family owned company, based in Olathe, Kansas. This company was built upon Don May s U.S. Patented fourth-generation Steel Piering System that has led to the

More information

Chapter 3 Pre-Installation, Foundations and Piers

Chapter 3 Pre-Installation, Foundations and Piers Chapter 3 Pre-Installation, Foundations and Piers 3-1 Pre-Installation Establishes the minimum requirements for the siting, design, materials, access, and installation of manufactured dwellings, accessory

More information

US 51 Ohio River Bridge Engineering and Environmental Study

US 51 Ohio River Bridge Engineering and Environmental Study US 51 Ohio River Bridge Engineering and Environmental Study ITEM NOS. 1-100.00 & 1-1140.00 Prepared by: Michael Baker Jr., Inc. 9750 Ormsby Station Rd Louisville, KY 40223 August 16, 2013 Table of Contents

More information

Virginia Approach Spans

Virginia Approach Spans Virginia Concrete Conference 2009 Woodrow Virginia Approach Spans David Tackoor, HNTB Formerly of URS Corp for Potomac Crossing Consultants Woodrow 1 Second Severn Crossing 2 Medway Crossing (Channel Tunnel

More information

BUILDING PERMIT SPECIFICATIONS

BUILDING PERMIT SPECIFICATIONS BUILDING PERMIT SPECIFICATIONS The below noted requirements are based upon La Plata County Building Code. These specifications are not intended as a complete set of requirements, but are intended to provide

More information

http://www.iccsafe.org/

http://www.iccsafe.org/ Sections R311 and R312 from the 2006 International Residential Code These sections of Chapter 3 of the 2006 International Residential Code for One and Two Family Dwellings (R311 and R312) including the

More information

EAST LYME HIGH SCHOOL

EAST LYME HIGH SCHOOL Overview: 1971 N 1966 GYM 1966 CLASSROOM WING 1966 AUD. 1971 GYM 1998 1998 POOL EAST LYME HIGH SCHOOL Original 1966 Building: The original East Lyme High School was constructed in 1966 and was composed

More information

COLUMN-FREE OFFICE SPACE RISES IN CHICAGO S LOOP

COLUMN-FREE OFFICE SPACE RISES IN CHICAGO S LOOP COLUMN-FREE OFFICE SPACE RISES IN CHICAGO S LOOP 30 x45 bay provides maximum tenant flexibility and increases leasing marketability By David E. Eckmann AIA, S.E. P.E. SURGING DEMANDS FOR RENTABLE OFFICE

More information

Building Foundation and Structure

Building Foundation and Structure Building Foundation and Structure Overview The construction of the Hall of Waters building began in 1936, and was constructed over the original site of the Siloam and Sulpho-Saline Springs. The original

More information

Code of Standard Practice for Timber Frame Structures

Code of Standard Practice for Timber Frame Structures TFEC 2-2013 Code of Standard Practice for Timber Frame Structures August 2013 Preface This Code is intended to represent a reasonable consensus of what constitutes ordinary and acceptable practice within

More information

Challenging Skew: Higgins Road Steel I-Girder Bridge over I-90 OTEC 2015 - October 27, 2015 Session 26

Challenging Skew: Higgins Road Steel I-Girder Bridge over I-90 OTEC 2015 - October 27, 2015 Session 26 2014 HDR Architecture, 2014 2014 HDR, HDR, Inc., all all rights reserved. Challenging Skew: Higgins Road Steel I-Girder Bridge over I-90 OTEC 2015 - October 27, 2015 Session 26 Brandon Chavel, PhD, P.E.,

More information

COMMONLY USED RESIDENTIAL BUILDING CODES

COMMONLY USED RESIDENTIAL BUILDING CODES COMMONLY USED RESIDENTIAL BUILDING CODES INTERNATIONAL RESIDENTIAL CODE (2009) form revised 5/10 FOUNDATION 1. DESIGN OF FORMWORK. Section 1906.1 IBC 2009, Section R404.1.2.3.6 IRC 2009, ACI 318 Section

More information

6 RETROFITTING POST & PIER HOUSES

6 RETROFITTING POST & PIER HOUSES Retrofitting Post & Pier Houses 71 6 RETROFITTING POST & PIER HOUSES by James E. Russell, P.E. 72 Retrofitting Post & Pier Houses Retrofitting Post & Pier Houses 73 RETROFITTING POST AND PIER HOUSES This

More information

REHABILITATION PACKAGE 1-a

REHABILITATION PACKAGE 1-a 1-a WINONA BRIDGE (BRIDGE 5900) REHABILITATION PACKAGE 1-a Rehab option 1-a is a rehabilitation package whereby all spans of the existing structure would be rehabilitated to the degree feasible and strengthened

More information

PANELIZED HOME INSTALLATION GUIDELINE

PANELIZED HOME INSTALLATION GUIDELINE PANELIZED HOME INSTALLATION GUIDELINE A typical home package will be constructed of Snap-N-Lock Insulated Panels clad with steel skins. 4" panels will be used for the walls, and 6" panels for the roof.

More information

COMMONLY USED RESIDENTIAL BUILDING CODES

COMMONLY USED RESIDENTIAL BUILDING CODES COMMONLY USED RESIDENTIAL BUILDING CODES INTERNATIONAL RESIDENTIAL CODE (2009) form revised 5/10 STAIRWAYS 46. LANDINGS. Section R311 IRC 2009 R311.7.5 Landings for stairways. There shall be a floor or

More information

SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM

SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM Shepherd University Board of Governors June 9, 2005 Agenda Item No. 9 SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM In 1994 construction began on the Byrd Science and

More information

The ACR : Advanced Design Features for a Short Construction Schedule

The ACR : Advanced Design Features for a Short Construction Schedule Transactions of the 17 th International Conference on Structural Mechanics in Reactor Technology (SMiRT 17) Prague, Czech Republic, August 17 22, 2003 Paper # S01-3 The ACR : Advanced Design Features for

More information

3955-01 Santa Barbara Lounge 24W x 31H x 24D AH22

3955-01 Santa Barbara Lounge 24W x 31H x 24D AH22 3955-01 Santa Barbara Lounge 24W x 31H x 24D AH22 T H E L O G I C w o r k O F F I C E S E R I E S h b f L O G I C w o r k O F F I C E S E R I E S A D A P T S T O E V E R C H A N G I N G W O R K P L A C

More information

Chapter 10 - Scaffolding Systems

Chapter 10 - Scaffolding Systems Chapter 10 - Scaffolding Systems Contents Chapter 10 - Scaffolding Systems... 10-1 Check and Oil the Pump Jacks... 10-4 Set Pump Jack Brackets... Error! Bookmark not defined. Set Pump Jack Poles... 10-5

More information

A 38-story design-build steel structure features a staggered-truss frame

A 38-story design-build steel structure features a staggered-truss frame ALADDIN HOTEL A 38-story design-build steel structure features a staggered-truss frame Robert J. McNamara is president of McNamara/Salvia, Inc., in Boston. Among his more notable projects during his more

More information

9.8.1.1. General (1) This Section applies to the design and construction of interior and exterior stairs, steps, ramps, railings and guards.

9.8.1.1. General (1) This Section applies to the design and construction of interior and exterior stairs, steps, ramps, railings and guards. Section 9.8. Stairs, Ramps, Handrails and Guards 9.8.1. Application 9.8.1.1. General (1) This Section applies to the design and construction of interior and exterior stairs, steps, ramps, railings and

More information

SECTION 1 GENERAL REQUIREMENTS

SECTION 1 GENERAL REQUIREMENTS Page 1 of 6 SECTION 1 GENERAL REQUIREMENTS 1. SCOPE OF WORK: The work to be performed under the provisions of these documents and the contract based thereon includes furnishing all labor, equipment, materials,

More information

The Rehabilitation Alternative Huey P. Long Bridge Case Study. Bruce E. Peterson, P.E. Project Manager Modjeski and Masters, Inc.

The Rehabilitation Alternative Huey P. Long Bridge Case Study. Bruce E. Peterson, P.E. Project Manager Modjeski and Masters, Inc. The Rehabilitation Alternative Huey P. Long Bridge Case Study Bruce E. Peterson, P.E. Project Manager Modjeski and Masters, Inc. March 22, 2010 Replacement vs. Rehabilitation Project Background Introduction

More information

Numerical Analysis of the Moving Formwork Bracket Stress during Construction of a Curved Continuous Box Girder Bridge with Variable Width

Numerical Analysis of the Moving Formwork Bracket Stress during Construction of a Curved Continuous Box Girder Bridge with Variable Width Modern Applied Science; Vol. 9, No. 6; 2015 ISSN 1913-1844 E-ISSN 1913-1852 Published by Canadian Center of Science and Education Numerical Analysis of the Moving Formwork Bracket Stress during Construction

More information

Dr. K.N.Jha Department of Civil Engineering Indian Institute of Technology Delhi Block V, Room No. 322 [email protected]

Dr. K.N.Jha Department of Civil Engineering Indian Institute of Technology Delhi Block V, Room No. 322 knjha@civil.iitd.ac.in 1 Some case studies of construction accidents in India Special emphasis on safety of temporary structures Dr. K.N.Jha Department of Civil Engineering Indian Institute of Technology Delhi Block V, Room

More information

Fixed Access Ladders. Table of Contents. 1. Legislative Requirements

Fixed Access Ladders. Table of Contents. 1. Legislative Requirements Fixed Access Ladders Engineering Data Sheet 2-04 Revised: January 1997 Table of Contents 1. Legislative Requirements 2. General 3. Rungs 4. Side Rails 5. Safety Cages 6. Attachment & Anchoring 7. Platforms

More information

4B-2. 2. The stiffness of the floor and roof diaphragms. 3. The relative flexural and shear stiffness of the shear walls and of connections.

4B-2. 2. The stiffness of the floor and roof diaphragms. 3. The relative flexural and shear stiffness of the shear walls and of connections. Shear Walls Buildings that use shear walls as the lateral force-resisting system can be designed to provide a safe, serviceable, and economical solution for wind and earthquake resistance. Shear walls

More information

SCOPE This guideline applies to all construction projects on Emory University properties, including renovation projects.

SCOPE This guideline applies to all construction projects on Emory University properties, including renovation projects. 1762 Clifton Road, Suite 1200 Atlanta, Georgia 30322 (404) 727-5922 FAX: (404) 727-9778 FALL PROTECTION DESIGN AND CONSTRUCTION GUIDELINES PURPOSE The purpose of this guideline is to provide safe design

More information

DESIGN OF SLABS. 3) Based on support or boundary condition: Simply supported, Cantilever slab,

DESIGN OF SLABS. 3) Based on support or boundary condition: Simply supported, Cantilever slab, DESIGN OF SLABS Dr. G. P. Chandradhara Professor of Civil Engineering S. J. College of Engineering Mysore 1. GENERAL A slab is a flat two dimensional planar structural element having thickness small compared

More information

National Archives and Record Administration

National Archives and Record Administration National Archives and Record Administration Installation of Self-Closing Flood Barriers and Loading Dock Turntable Removal and Structural Slab Repairs ! 2010 Baltimore Washington Chapter Outstanding Repair

More information

LAYING BLOCK AND BRICK

LAYING BLOCK AND BRICK LAYING BLOCK AND BRICK Products highlighted in this section: SAKRETE Type N Mortar Mix SAKRETE Type S Mortar Mix Brick And Block Laying Basics The first step in building a brick or block wall is to construct

More information

Handling, Erection and Bracing of Wood Trusses

Handling, Erection and Bracing of Wood Trusses Handling, Erection and Bracing of Wood Trusses Follow these guidelines for safe installation of Wood Trusses. These guidelines should not be considered to be the only method for erecting and bracing of

More information

Bringing good things ahead

Bringing good things ahead Bringing good things ahead Whatever your logistic needs, we can offer a conveyor solution. Our flexible systems primary and secondary packaging for single and multi packages, can transport your goods from

More information

Fixed ladders. Fixed ladders. Shaft ladders

Fixed ladders. Fixed ladders. Shaft ladders Fixed ladders Fixed ladders Fixed ladders are perfect to provide safe and permanent access to buildings, equipment or machines also at great heights, e.g.: + + Ascent for inspection and maintenance work

More information

DUDERSTADT FOUNDATION & CONSTRUCTION, LLC.

DUDERSTADT FOUNDATION & CONSTRUCTION, LLC. DUDERSTADT FOUNDATION & CONSTRUCTION, LLC. Drilling since 1916 2215 Belknap Place Phone (210) 824-3800 San Antonio, TX 78212-1904 Fax (210) 824-9525 www.duderstadtfoundation.com ABOUT THE COVER: Drilled

More information

Stair Towers Public Stair Towers Universal System Scaffold Loading Towers 750 Temporary Roofs and Containment

Stair Towers Public Stair Towers Universal System Scaffold Loading Towers 750 Temporary Roofs and Containment U K S Y S T E M S C A F F O L D Stair Towers Public Stair Towers Universal System Scaffold Loading Towers 750 Temporary Roofs and Containment Why you should use UK System Scaffold Hire UK SYSTEM SCAFFOLD

More information

The minimum reinforcement for the stem wall is the placement of:

The minimum reinforcement for the stem wall is the placement of: PolySteel creates an ideal insulated stem wall for concrete slabs that can make this part of your project easier and faster, in addition to making your finished project more energy-efficient. Figures 3.20

More information

Structural Assessment Report

Structural Assessment Report Report Dallas Township Elementary School Dallas, Pennsylvania (JBCI Project No. 144911) 1655 Suburban Station Building 1617 John F. Kennedy Boulevard Philadelphia PA 19103 215 665 0497 5 Sandwood Drive

More information

Miller Engineered Solutions Customized Fall Protection Solutions. NEW! Now featuring Rigid Rail Systems

Miller Engineered Solutions Customized Fall Protection Solutions. NEW! Now featuring Rigid Rail Systems Miller Engineered Solutions Customized Fall Protection Solutions NEW! Now featuring Rigid Rail Systems Custom systems for fall protection needs Vast network of trained and certified installer partners

More information

Tolerances in concrete construction

Tolerances in concrete construction Tolerances in concrete construction We need greater clarity and realism in specifications and also agreement on how tolerances are to be measured and what to do in specific instances of noncompliance By

More information

This handout is a guide only and does not contain all of the requirements of the Minnesota State Building Code or city ordinances.

This handout is a guide only and does not contain all of the requirements of the Minnesota State Building Code or city ordinances. Residential Decks Community Development Department Building Inspections Division 5200 85 th Avenue North / Brooklyn Park, MN 55443 Phone: (763) 488-6379 / Fax: (763) 493-8171 6/15 www.brooklynpark.org

More information

WorkSafe Guidance Document FALL PROTECTION IN RESIDENTIAL CONSTRUCTION

WorkSafe Guidance Document FALL PROTECTION IN RESIDENTIAL CONSTRUCTION WorkSafe Guidance Document FALL PROTECTION IN RESIDENTIAL CONSTRUCTION WorkSafe Guidance Document Fall Protection in Residential Construction Table of Contents Executive Summary... 1 Introduction... 1

More information

Engineered Material Handling. Overhead Bridge Cranes and Gantry Cranes

Engineered Material Handling. Overhead Bridge Cranes and Gantry Cranes TM Engineered Material Handling Overhead Bridge Overhead and Gantry Bridge Cranes and Gantry Cranes Custom Engineered Crane Systems Gantry Cranes EMH builds a complete range of gantry cranes including

More information

TABLE OF CONTENTS. INTRODUCTION... 5 Advance Concrete... 5 Where to find information?... 6 INSTALLATION... 7 STARTING ADVANCE CONCRETE...

TABLE OF CONTENTS. INTRODUCTION... 5 Advance Concrete... 5 Where to find information?... 6 INSTALLATION... 7 STARTING ADVANCE CONCRETE... Starting Guide TABLE OF CONTENTS INTRODUCTION... 5 Advance Concrete... 5 Where to find information?... 6 INSTALLATION... 7 STARTING ADVANCE CONCRETE... 7 ADVANCE CONCRETE USER INTERFACE... 7 Other important

More information

Hanna delivers the technical and marketing expertise needed to produce a car wash that meets the car wash customer's expectations.

Hanna delivers the technical and marketing expertise needed to produce a car wash that meets the car wash customer's expectations. Planning a Car Wash Planning begins with examining customer preferences. A review of the latest consumer survey data (including the 2001 ICA Study of Consumer Carwashing Attitudes and Habits) indicates

More information

MAXIMO The panel formwork with the MX Tie which is installed from one side only

MAXIMO The panel formwork with the MX Tie which is installed from one side only MAXIMO The panel formwork with the MX Tie which is installed from one side only The PERI MX Tie Edition 02/2010 PERI GmbH Formwork Scaffolding Engineering P.O. Box 1264 89259 Weissenhorn Germany Tel +49

More information

Hamilton Form Company, Ltd Custom Designs, Flexible Solutions

Hamilton Form Company, Ltd Custom Designs, Flexible Solutions Hamilton Form Company, Ltd Custom Designs, Flexible Solutions 1 IFC 2 CUSTOM DESIGNS, FLEXIBLE SOLUTIONS Hamilton Form has been designing and building custom steel forms for the precast industry since

More information

CHAPTER 6 CONSTRUCTION TYPES

CHAPTER 6 CONSTRUCTION TYPES CHAPTER 6 CONSTRUCTION TYPES SECTION 601 GENERAL 601.1 Scope. Provisions of this chapter shall govern the classification of construction type by materials and fire resistance of its elements and the use

More information

201 WATER STREET FORWARDERS MUSEUM AND VISITORS INFORMATION CENTRE

201 WATER STREET FORWARDERS MUSEUM AND VISITORS INFORMATION CENTRE STRUCTURAL INSPECTION REPORT DRAFT 201 WATER STREET FORWARDERS MUSEUM AND VISITORS INFORMATION CENTRE TOWN OF PRESCOTT Date: November 2013 GENIVAR No.: 131-20617-00 2611 Queensview Drive, Suite 300, Ottawa,

More information

How To Build The Burj Dubai Tower

How To Build The Burj Dubai Tower Burj Dubai Tower History Rising Burj Dubai Tower History Rising 2003 All rights reserved. 1 Burj Dubai Tower History Rising Burj Dubai Tower Introduction Architecture Structure Sustainability Issues Construction

More information

PUMP JACK SYSTEM AND ACCESSORIES

PUMP JACK SYSTEM AND ACCESSORIES Pump Jack Model # 2200 A low cost, easy to operate, safe, portable scaffolding built of rugged steel. It's perfect for shingling, siding, sheathing, insulating, painting, building, roofing, home repair

More information

2008-2009 Cost Comparisons for Common Commercial Wall Systems

2008-2009 Cost Comparisons for Common Commercial Wall Systems An Independent Study LA MS KY TN AL GA SC NC FL 2008-2009 Cost Comparisons for Common Commercial Systems CAPITAL BUILDING CONSULTANTS PROFESSIONAL CONSTRUCTION ESTIMATORS 2008 2009 INDEPENDENT COST COMPARISONS

More information

Lighthouse Engineering, L.L.C.

Lighthouse Engineering, L.L.C. Registered Engineering Firm (F: 9334) Phone: 214-577-1077 Fax: 214-224-0549 Website: www.lighthouseeng.com Email: [email protected] Thursday, September 04, 2014 TO: Our Client RE: Initial Engineering

More information

Hanson Building Products. precast basement solutions

Hanson Building Products. precast basement solutions Hanson Building Products precast basement solutions Hanson Building Products Basement Systems Add an extra dimension and combine the inherent flexible, structural and waterproof properties of concrete

More information

RESIDENTIAL ROOF TRUSS INSTALLATION PROCEDURES

RESIDENTIAL ROOF TRUSS INSTALLATION PROCEDURES RESIDENTIAL ROOF TRUSS INSTALLATION PROCEDURES Construction Safety Association of Ontario, October 2008 Prepared for the Low-Rise Residential Trade Labour-Management Health and Safety Committee CONTENTS

More information

Saint Cloud Business Center

Saint Cloud Business Center Saint Cloud Business Center 14 7th Avenue North Saint Cloud, MN 56303 For Sale Located on 7th Avenue in the heart of downtown across from the Court House Square. A large professional reception area with

More information

Chapter 3: Fall Protection/ Scaffolding Safety

Chapter 3: Fall Protection/ Scaffolding Safety Chapter 3: Fall Protection/ Scaffolding Safety Learning Objectives In this chapter you will learn to: recognize the hazards commonly associated with work on or around scaffolds; be aware of common scaffold-related

More information

Installation PowerPoint for Grasscrete Formers

Installation PowerPoint for Grasscrete Formers Installation PowerPoint for Grasscrete Formers 1 This document describes the two single-use tools utilized to create the Grasscrete product. The original Former is a vacuum formed light gauge plastic mold

More information

Wall braces with a swivel head are included to accommodate all roof pitches.

Wall braces with a swivel head are included to accommodate all roof pitches. ULTRA JACK MODEL # 2000 Wall braces with a swivel head are included to accommodate all roof pitches. Product Specifications Model # 2000 Description: Ultra Jack Unit Pack: Weight per Pack: 1 / Carton 32

More information

After reading this lesson you will be able to: 12.3 IMPORTANCE OF ROOF 12.4 TYPES OF ROOF IN A HOUSE

After reading this lesson you will be able to: 12.3 IMPORTANCE OF ROOF 12.4 TYPES OF ROOF IN A HOUSE 86 :: Certificate in Construction Supervision (CIVIL) 12 ROOF 12.1 INTRODUCTION The structure provided to cover the house surface (floor) is known as roof. For different situation and requirement, it is

More information