Description 1628-1633 Planter Gothic Cathedral. Spire. Chancel and Chapter House Added. 'Rising up Powerfully Above the Steps
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Truss Terminology
TRUSS TERMINOLOGY BEARING WIDTH The width dimension of the member OVERHANG The extension of the top chord beyond the providing support for the truss (usually 3 1/2” or 5 1/2”). heel joint. Bearing must occur at a truss joint location. PANEL The chord segment between two adjacent joints. CANTILEVER That structural portion of a truss which extends PANEL POINT The point of intersection of a chord with the beyond the support. The cantilever dimension is measured web or webs. from the outside face of the support to the heel joint. Note that the cantilever is different from the overhang. PEAK Highest point on a truss where the sloped top chords meet. CAMBER An upward vertical displacement built into a truss bottom chord to compensate for defl ection due to dead load. PLATE Either horizontal 2x member at the top of a stud wall offering bearing for trusses or a shortened form of connector CHORDS The outer members of a truss that defi ne the plate, depending on usage of the word. envelope or shape. PLUMB CUT Top chord cut to provide for vertical (plumb) TOP CHORD An inclined or horizontal member that establishes installation of fascia. the upper edge of a truss. This member is subjected to compressive and bending stresses. SCARF CUT For pitched trusses only – the sloping cut of upper portion of the bottom chord at the heel joint. BOTTOM CHORD The horizontal (and inclined, ie. scissor trusses) member defi ning the lower edge of a truss, carrying SLOPE (PITCH) The units of horizontal run, in one unit of ceiling loads where applicable. -
Download This Article
Common Threads Structural Issues in Historic Buildings By Craig M. Bennett, Jr., P.E. Charleston, South Carolina is blessed with historic structures. Eighteenth and nineteenth century houses, churches and civic buildings adorn every block. The city has ® interesting challenges for the structural engineer… the east coast’s largest earthquake, hurricanes, city-wide fires and poor soils have put buildings and their designers to the test. Because the primary structural materials found here, soil, masonry, timber and iron, are the same as those used everywhere over the last three centuries, struc- tural issues common to buildings in Charleston are found in historic buildings all over the nation. Buildings move due to consolidation of soils; masonry cracks; lime leaches out of mortar; timber creeps under stress and rots when faced with water intrusion and iron corrodes. The only threat not severe here is a regular freeze- thaw cycle. Copyright A look at a few of these historic structuresCopyright© and a comparison of their behavior with that of other buildings found around the southeast will show the similarities in the Pompion Hill Chapel, Huger, SC - 1763 issues the preservation engineer faces. Replacement of the failed trusses in 1751 - St. Michael’s had settled several inches and had been kind would have been appropriate from Episcopal Church, severely fractured. After 1989’s Hurri- a preservation standpoint, but exact cane Hugo, we had had to straighten the replacement timber members would Charleston, South Carolina top 50 feet, the timber spire. We were have, in time, failed under load like the Construction on the brick masonry for also aware that we had potential lateral original. -
Pevsner's Architectural Glossary
Glossary pages new extra text:Layout 1 10/9/10 16:22 Page 1 PEVSNER’S ARCHITECTURAL GLOSSARY Glossary pages new extra text:Layout 1 10/9/10 16:22 Page 2 Nikolaus and Lola Pevsner, Hampton Court, in the gardens by Wren's east front, probably c. Glossary pages new extra text:Layout 1 10/9/10 16:22 Page 3 PEVSNER’S ARCHITECTURAL GLOSSARY Yale University Press New Haven and London Glossary pages new extra text:Layout 1 10/9/10 16:22 Page 4 Temple Street, New Haven Bedford Square, London www.pevsner.co.uk www.lookingatbuildings.org.uk www.yalebooks.co.uk www.yalebooks.com for Published by Yale University Press Copyright © Yale University, Printed by T.J. International, Padstow Set in Monotype Plantin All rights reserved. This book may not be reproduced in whole or in part, in any form (beyond that copying permitted by Sections and of the U.S. Copyright Law and except by reviewers for the public press), without written permission from the publishers Glossary pages new extra text:Layout 1 10/9/10 16:22 Page 5 CONTENTS GLOSSARY Glossary pages new extra text:Layout 1 10/9/10 16:22 Page 6 FOREWORD The first volumes of Nikolaus Pevsner’s Buildings of England series appeared in .The intention was to make available, county by county, a comprehensive guide to the notable architecture of every period from prehistory to the present day. Building types, details and other features that would not necessarily be familiar to the general reader were explained in a compact glossary, which in the first editions extended to some terms. -
The Dual Language of Geometry in Gothic Architecture: the Symbolic Message of Euclidian Geometry Versus the Visual Dialogue of Fractal Geometry
Peregrinations: Journal of Medieval Art and Architecture Volume 5 Issue 2 135-172 2015 The Dual Language of Geometry in Gothic Architecture: The Symbolic Message of Euclidian Geometry versus the Visual Dialogue of Fractal Geometry Nelly Shafik Ramzy Sinai University Follow this and additional works at: https://digital.kenyon.edu/perejournal Part of the Ancient, Medieval, Renaissance and Baroque Art and Architecture Commons Recommended Citation Ramzy, Nelly Shafik. "The Dual Language of Geometry in Gothic Architecture: The Symbolic Message of Euclidian Geometry versus the Visual Dialogue of Fractal Geometry." Peregrinations: Journal of Medieval Art and Architecture 5, 2 (2015): 135-172. https://digital.kenyon.edu/perejournal/vol5/iss2/7 This Feature Article is brought to you for free and open access by the Art History at Digital Kenyon: Research, Scholarship, and Creative Exchange. It has been accepted for inclusion in Peregrinations: Journal of Medieval Art and Architecture by an authorized editor of Digital Kenyon: Research, Scholarship, and Creative Exchange. For more information, please contact [email protected]. Ramzy The Dual Language of Geometry in Gothic Architecture: The Symbolic Message of Euclidian Geometry versus the Visual Dialogue of Fractal Geometry By Nelly Shafik Ramzy, Department of Architectural Engineering, Faculty of Engineering Sciences, Sinai University, El Masaeed, El Arish City, Egypt 1. Introduction When performing geometrical analysis of historical buildings, it is important to keep in mind what were the intentions -
Put the Pedal to the Metal CONTINUING EDUCATION
2 EDUCATIONAL-ADVERTISEMENT Photo courtesy of Alucobond/Connor Group/Daniel Lunghi Photography CONTINUING EDUCATION CONTINUING Put the Pedal to the Metal CONTINUING EDUCATION Metal roofing and wall systems’ longevity, recyclability, 1 AIA LU/HSW and compatibility with retrofits and rooftop solar Learning Objectives After reading this article, you should be able to: technology present an impressive sustainable scorecard 1. Define the primary advantages that metal and metal roofs offer in delivering a long- Sponsored by Metal Construction Association lasting, energy-efficient building enclosure. 2. Identify the predominant aspects of metal one of the three little pigs built a account of their sustainable attributes. “Many roofing systems that make them highly house out of metal, but it would have metal products in the construction industry compatible with rooftop solar technologies N been a good way to keep away the big, are manufactured with recycled materials,” he and life-cycle benefits. bad wolf. explains. Notably, “it’s an excellent reuse or 3. List key integrated building systems and Sturdy, strong, and sustainable metal walls repurposing of materials that might previously strategies for maximizing energy and and roof panels are known for their durable have ended up in a landfill.” performance savings with metal roofing and green features. Metal is almost unbeatable One-hundred percent recyclable, metal retrofits. among building materials for its recyclable walls and roofs can also be manufactured 4. Discuss case studies illustrating the sustainability of metal roofing and wall properties, and metal walls and roofs contrib- with 40 percent recycled steel. This figure is systems. ute to reduced energy consumption, as their especially impressive in light of the estimated well-known cool roofing properties reflect heat 11 million tons of asphalt shingles that end To receive AIA credit, you are required to read energy and absorb less heat, keeping buildings up in landfills. -
Geometric Proportioning Strategies in Gothic Architectural Design Robert Bork*
$UFKLWHFWXUDO Bork, R 2014 Dynamic Unfolding and the Conventions of Procedure: Geometric +LVWRULHV Proportioning Strategies in Gothic Architectural Design. Architectural Histories, 2(1): 14, pp. 1-20, DOI: http://dx.doi.org/10.5334/ah.bq RESEARCH ARTICLE Dynamic Unfolding and the Conventions of Procedure: Geometric Proportioning Strategies in Gothic Architectural Design Robert Bork* This essay explores the proportioning strategies used by Gothic architects. It argues that Gothic design practice involved conventions of procedure, governing the dynamic unfolding of successive geometrical steps. Because this procedure proves difficult to capture in words, and because it produces forms with a qualitatively different kind of architectural order than the more familiar conventions of classical design, which govern the proportions of the final building rather than the logic of the steps used in creating it, Gothic design practice has been widely misunderstood since the Renaissance. Although some authors in the nineteenth and twentieth centuries attempted to sympathetically explain Gothic geometry, much of this work has been dismissed as unreliable, especially in the influential work of Konrad Hecht. This essay seeks to put the study of Gothic proportion onto a new and firmer foundation, by using computer-aided design software to analyze the geometry of carefully measured buildings and original design drawings. Examples under consideration include the parish church towers of Ulm and Freiburg, and the cross sections of the cathedrals of Reims, Prague, and Clermont-Ferrand, and of the Cistercian church at Altenberg. Introduction of historic monuments to be studied with new rigor. It is Discussion of proportion has a curiously vexed status in finally becoming possible, therefore, to speak with reason- the literature on Gothic architecture. -
Jan Lewandoski Restoration and Traditional Building 92 Old Pasture Rd
Jan Lewandoski Restoration and Traditional Building 92 Old Pasture Rd. Greensboro Bend , Vermont 05842 802-533-2561; 802-274-4318 [email protected] May 7, 2020 The Granville Town Hall, Granville Vermont A Preservation Trust of Vermont Technical Assistance Survey The Granville Town Hall is a tall 2-story, white, clapboarded structure located on the west side of Rt. 100 at the center of Town. It was first built as a church in 1871. It is currently attached to the Town Offices, which are located in the Town’s 1857 schoolhouse. The Town Hall probably started life sitting on a stone foundation on the ground. At a later date the church was lifted and had the current first floor added beneath it. The doorway appears to be of the original period of the church (1871), and to have been relocated to the new lower story. The original tower may have been only the first square section, but at some later date the second square and spire were likely added. I base this observation on fact that the second square section of the tower, and the spire, don’t start within the first section as is usually done (telescoping), but just sit on top of it. The architectural style is vernacular Greek Revival. Characteristic of this are the wide pilasters, closed pediment, and wide double frieze. There is an interesting projection, reflecting the position of the tower or a porch for the doorway, on the middle of the front wall. This is seen occasionally on Vermont churches. The Town Hall is of timber frame construction, spruce and hemlock, and measures about 36 x 48 in plan. -
Architecture of the Cabildo
Architecture of the Cabildo The Cabildo in New Orleans is one of the most historically significant buildings in Louisiana. It was the seat of Spanish colonial government, the site of the Louisiana Purchase transfer ceremony, and home of the Louisiana Supreme Court. It is now part of the Louisiana State Museum. Learn more about the architectural features of this iconic building! Architecture The Cabildo was built 1794-1799 under Spanish rule. It was designed by Gilberto Guillemard in the classical style, which is modelled on the architecture of ancient Greece and Rome. This style was common for eighteenth-century Spanish government buildings and has been used throughout history to convey power and wealth. The wrought-iron balcony railings were created by Marcelino Hernandez, an immigrant from the Canary Islands. The Spanish coat of arms in the pediment was replaced with a patriotic sculpture of an American bald eagle in 1821, a few years after Louisiana became a state, sculpted by Italian artist Pietro Cardelli. In 1847, a third floor with a mansard roof and cupola replaced the original flat roof. This popular French roof style was added in part to match the planned scale of the Pontalba apartment buildings on Jackson Square, which were begun in 1849. These features form an impressive façade that reflect changing influences in New Orleans over time. Architectural terms1 – Use this list of terms to label the drawing of the Cabildo on the next page. • arcade – a series of arches supported by columns • arch – a curved structural element spanning -
Dutch Gable Freestanding Carport
DUTCH GABLE FREESTANDING CARPORT STRATCO OUTBACK® ASSEMBLY INSTRUCTIONS. Your complete guide to building a FREESTANDING Outback DUTCH GABLE CARPORT BEFORE YOU START Carefully read these instructions. If you do not have all the necessary tools or information, contact Stratco for advice. Before starting lay out all components and check them against the delivery docket. The parts description identifies each key part, and the component location diagram indicates their fastening position. PARTS DESCRIPTION RIDGE KNUCKLE FOOTING PLATE EAVES KNUCKLE FOOTING COLUMNS AND Slots inside the gable rafters to Slots inside column Slots inside gable rafter and KNUCKLE RAFTERS form connection at the ridge to form on concrete column to form connection at Slots inside Pre cut 120 outback footing connection. eaves. column to form beam make up an in ground rafters and columns footing connection PURLINS HIP PLATE RIDGE CAP BARGE CAP INFILL PANELS Purlins provide support for Connects purlins to This flashing covers the roof The barge cap covers Sufficient number of sheets are cladding the hip rafter. sheets at the gable ridge. the area where the provided, from which the required deck finishes at portal dutch gable infill panels can be HIP FLASHING frame cut. Covers the roof sheet ends along the hip rafter. WEATHER STRIP HEX HEAD SELF DRILLING BOLTS AND RIVETS 68 mm PURLIN Weather strip supports infill SCREWS Bolt types vary depending BRACKET panel and covers the sheet Screw types vary depending upon upon the connection, ensure This bracket ends at the collar -
WHY YOU ASK? ST MARY’S Because This Will Be ‘NO MORE’ If the Spire Is Not Repaired URGENTLY! CHURCH BROOMFIELD This Is NO Cliche! This Is SERIOUS!
DO YOU LOVE TO HEAR THE BELLS RING? DO YOU LOVE THE HERITAGE OF OUR VILLAGE CHURCH? DO YOU LOVE THAT THIS IS ONE OF ‘FEW’ CHURCHES ‘LEFT’ WITH A ROUND TOWER? DO YOU LOVE THE SCENIC VIEWS OF OUR CHURCH IN ALL SEASONS? DO YOU LOVE HAVING A RARE ‘CHURCH BUILDING’ IN OUR VILLAGE? WHY YOU ASK? ST MARY’S Because this will be ‘NO MORE’ if the Spire is not repaired URGENTLY! CHURCH BROOMFIELD This is NO cliche! This is SERIOUS! If you love your church, your village, your community – PLEASE HELP? Please see attached for the ‘worrying’ facts and the financial status….. DO YOU LOVE TO HEAR THE BELLS RING? Did you know the bells have rung from as early as 1482? DO YOU LOVE THE HERITAGE OF OUR CHURCH? Did you know that the spire dates from the 15th century and ‘2 of our 6’ bells date from 1613 and 1580? DO YOU LOVE A RARITY? Did you know there is a ‘Fresco’ painting in the tower? The ‘only’ modern/20th century Fresco painting in England? This was painted by the famous artist Rosemary Rutherford in 1942. The painting is of ‘Christ stilling the storm’. It was painted on wet plaster during a break from the war. DO YOU LOVE THAT WE ARE ONE OF ‘FEW’ CHURCHES LEFT WITH A ROUND TOWER? Did you know there are only 6 Round Tower Churches left in Essex including ours? DO YOU LOVE THE PHOTOS TAKEN OF OUR CHURCH IN ALL SEASONS? The winter mornings, the sunrise, the sunsets, the springtime, the summer weddings, the family occasions! All of the above will just be ‘HISTORY’ if we FAIL to repair the SPIRE ROOF! I know you hear many times that churches need funds for roof repairs but this REALLY is the case! The Spire roof is so BADLY damaged from water ingress that the timbers underneath the ‘wood tiled shingles’ are rotting and very soon, ‘sadly’, they will be unable to hold the heavy church bells. -
3 Church Street, Cambridge, Ma 02138
FIRST PARISH IN CAMBRIDGE 3 CHURCH STREET, CAMBRIDGE, MA 02138 75 Kneeland Street Boston, MA 02111 617-227-1477 www.torreyarchitecture.com STRUCTURAL ENGINEER Structures North Consulting Engineers, Inc. WEATHERVANE 60 Washington Street, Suite 401 SPIRE Salem, MA 01970 978-745-6817 STEEPLEJACK/ CONTRACTOR American Steeple & Tower 373 Essex Street Salem, MA 01970 978-744-7194 LANDSCAPE ARCHITECT Weinmayr/Jay Assoc. Inc. TOWER 760 Main Street PINNACLES Waltham, MA 02451 TRACERY, LATTICE AND LOUVERS AT TOWER BELFRY LIGHTING CONSULTANT PARAPET OPENING CAMBRIDGE HISTORICAL COMMISSION WSP USA (CRENELATED 75 Arlington Street, 9th Fl BATTLEMENT) CERTIFICATE OF APPROPRIATENESS Boston, MA 02116 APPLICATION COST CONSULTANT Ellana Construction Consultants 09-08-2020 98 North Washington Street, Suite 109 TOWER SANCTUARY Boston, MA 02114 CORNER ROOF PILASTERS G-100 COVER SHEET 1. ARCHITECTURAL FEATURES THEN AND NOW EXTERIOR ELEVATIONS SURVEY 2. ARCHIVE OF LOST DETAILS/CRITICAL PROJECT PRIORITIES Existing Conditions Surveys, Inc. 3398 Columbus Ave, #334 RAKE 3. SITE PLAN RENDERING Boston, MA 02116 BALUSTRADE TRACERY AND 4. SITE PLAN BIRD'S EYE VIEW AND STREET ELEVATION WINDOW SASH 5. ENTRY VIEWS FROM EAST AT TOWER 6. TOWER ENTRY, NARTHEX LOBBY AND ENTRY DOOR LANCET WINDOW 7. GFRP IN ARCHITECTURAL RESTORATION/OVERALL VIEW 8. SOUTH ELEVATION EXISTING AND PROPOSED EAVE PINNACLES 9. EAST ELEVATION EXISTING AND PROPOSED GABLET ROOF 10. NORTH ELEVATION EXISTING AND PROPOSED No. Description Date AT BASE OF 11. D-001A DEMOLITION SITE/NARTHEX PLAN MASS AVE WALL AND TOWER CORNER TOWER PROJECT ESTIMATE SET 02/20/20 PILASTERS 12. D-201 DEMOLITION WEST AND EAST ELEVATIONS 13. A-001A SITE PLAN/ NARTHEX PLAN REVISIONS 05/05/20 14. -
Permanent Bracing Commentary
Commentary for Permanent Bracing of Metal Plate Connected Wood Trusses John E. Meeks, P.E., Original Author Reviewed by the Engineering Review Committee of the Wood Truss Council of America and the Technical Advisory Committee Wood Truss Council of America of the Truss Plate Institute One WTCA Center 6425 Normandy Lane • Madison, WI 53719-1133 608/274-4849 • 608/274-3329 (fax) www.woodtruss.com • [email protected] Copyright © 1999 Wood Truss Council of America COMMENTARY FOR PERMANENT BRACING OF METAL PLATE CONNECTED WOOD TRUSSES TABLE OF CONTENTS INTRODUCTION ......................................................................................................................................................... 1 DEFINITIONS ............................................................................................................................................................... 1 SCOPE ............................................................................................................................................................................. 2 GENERAL PROCEDURES .................................................................................................................................. 2 Roof or Floor Loads ............................................................................................................................................... 3 Architect and/or Engineer of Record - Building Designer .................................................................................... 3 Approval of Truss Submittals