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French Riviera Côte D'azur
10 20 FRENCH RIVIERA CÔTE D’AZUR SUGGESTIONS OF EXCURSIONS FROM THE PORT OF SUGGESTIONS D’EXCURSIONS AU DÉPART DU PORT DE CANNES EXCURSIONS FROM DEPARTURE EXCURSIONS AU DÉPART DE CANNES WE WELCOME YOU TO THE FRENCH RIVIERA Nous vous souhaitons la bienvenue sur la Côte d’Azur www.frenchriviera-tourism.com The Comité Régional du Tourisme (Regional Tourism Council) Riviera Côte d’Azur, has put together this document, following the specific request from individual cruise companies, presenting the different discovery itineraries of the towns and villages of the region pos- sible from the port, or directly the town of Cannes. To help you work out the time needed for each excursion, we have given an approximate time of each visit according the departure point. The time calculated takes into account the potential wait for public transport (train or bus), however, it does not include a lunch stop. We do advice that you chose an excursion that gives you ample time to enjoy the visit in complete serenity. If you wish to contact an established incoming tour company for your requirements, either a minibus company with a chauffeur or a large tour agency we invite you to consult the web site: www.frenchriviera-cb.com for a full list of the same. Or send us an e-mail with your specific requirements to: [email protected] Thank-you for your interest in our destination and we wish you a most enjoyable cruise. Monaco/Monte-Carlo Cap d’Ail Saint-Paul-de-Vence Villefranche-sur-Mer Nice Grasse Cagnes-sur-Mer Villeneuve-Loubet Mougins Biot Antibes Vallauris Cannes Saint-Tropez www.cotedazur-tourisme.com Le Comité Régional du Tourisme Riviera Côte d’Azur, à la demande d’excursionnistes croisiéristes individuels, a réalisé ce document qui recense des suggestions d’itinéraires de découverte de villes et villages au départ du port de croisières de Cannes. -
TW-15 Typical Balcony/Breezeway Detail
P.O. Box 1404 Joplin, MO 64802-1404 Typical Balcony/Breezeway Detail 800-641-4691 1 inch TW-15 All logos are cmyk tamkowaterproofing.com If needed, TAMKO red is PMS185 1.5 inch FINISHED WALL When to use:Or metal counterflashing at openings. page up to 6 inches = 1 inch TWM-1 MASTIC WEATHER RESISTANT BARRIER or other appropriate, page up to 12 inches = 1.5 inch Positioned to lap TW-60 12" flashing in shingle fashion. compatible sealant at page up to 18 inches = 2 inch membrane and metal page over 18 inches = 2.5 inch flashing terminations. TW-60 12" FLASHING 2 inch Positioned with 4" minimum on horizontal leg and PRIMED 26 GA. 2" minimum beyond vertical leg of metal flashing. The use of TW-60 18" Flashing is (MINIMUM) GALVANIZED recommended in regions that experience heavy snow fall and ice buildup. METAL L-FLASHING (4" × 4" MINIMUM) TW-60 SHEET WATERPROOFING MEMBRANE Prime metal flashing prior to TAMKO red is PMSPlywood 185, or OSB deck must be fully covered. installation with TWP-1 or CONCRETE which according to the TWP-2 primer. 2.5 inch logo standards breaks TWM-1 MASTIC down to be M100, Y80 or other appropriate, compatible sealant at TW-60 termination as a cant. ADHESIVE PRIMER* METAL FLASHING EXTRUDED ALUMINUM BALCONY EDGING (T-BAR) FASTENERS Cross-sectional shape varies. Fasten per Positioned 1" from the PLYWOOD or OSB DECK manufacturer’s recommendations. outside edges of the 1/4":12" minimum positive slope 1 inch flashing. Fastener type required away from wall to drain and and spacing as prevent ponding water. -
Medieval Castle
The Language of Autbority: The Expression of Status in the Scottish Medieval Castle M. Justin McGrail Deparment of Art History McGilI University Montréal March 1995 "A rhesis submitted to the Faculty of Graduate Studies and Research in partial fu[filment of the requirements of the degree of Masters of Am" O M. Justin McGrail. 1995 National Library Bibliothèque nationale 1*u of Canada du Canada Aquisitions and Acquisitions et Bibliographie SeMces seMces bibliographiques 395 Wellingîon Street 395, nie Wellingtm ûîtawaON K1AON4 OitawaON K1AON4 Canada Canada The author has granted a non- L'auteur a accordé une Licence non exclusive Licence dowing the exclusive permettant à la National Library of Canada to Bibliothèque nationale du Canada de reproduce, loan, distribute or sell reproduire, prêter, distniuer ou copies of this thesis in microfonn, vendre des copies de cette thèse sous papet or electronic formats. la forme de microfiche/film, de reproduction sur papier ou sur format électronique. The author retains ownership of the L'auteur conserve la propriété du copyright in this thesis. Neither the droit d'auteur qui protège cette thèse. thesis nor substantial extracts fkom it Ni la thèse ni des extraits substantiels rnay be printed or otherwise de celle-ci ne doivent être imprimés reproduced without the author's ou autrement reproduits sans son permission. autorisation. I would like to express my sincere gratitude to Dr. H. J. B6ker for his perserverance and guidance in the preparation and completion of this thesis. I would also like to recognise the tremendous support given by my family and friends over the course of this degree. -
Glossary of Terms
143 Glossary of Terms Baluster: A vertical support used to fill the open area between the rail and the stair or landing. Balustrade: A complete rail system that includes the handrail, balusters, and newel posts. Box newel: An oversize square newel that is usually hollow and is used in a post-to-post balustrade system. Brackets: Ornamental pieces fastened beneath the tread on the open side of a stair; also know as tread brackets. Building code: A set of legal requirements established by various governing agencies that covers the minimum regulations for all types of construction, including stair construction. Bullnose starting step or tread: A starting tread that has one or both ends rounded to a semi-cir- cle and projecting beyond the face of the stair stringer. Cap: The part of the fitting that accepts the newel post; used in conjunction with a pin top newel in an over the post balustrade system. Carriage: See stringer. Easement: The over or under ramp of a stair or rail. False Tread Caps: A piece attached to the end of a rough tread to simulate solid wood treads, usu- ally with a carpet runner down the steps. Fillet: A thin strip that is usually flat on one side and fits into the plow of a piece of handrail or shoe rail. Flight: A continuous series of steps with no intermediate landings. Gooseneck: A fitting that is used in the transition of a handrail to a landing or balcony; compen- sates for the change in the rise of the stair and may make a change in direction. -
Nur Al-Din, the Qastal Al-Shu{Aybiyya, and the “Classical Revival” 289
nur al-din, the qastal al-shu{aybiyya, and the “classical revival” 289 JULIAN RABY NUR AL-DIN, THE QASTAL AL-SHU{AYBIYYA, AND THE “CLASSICAL REVIVAL” Enter the medieval walled city of Aleppo by its principal we might dub the Revivalists and the Survivalists. gate on the west, the Bab Antakiyya, and you are almost Until a publication by Yasser Tabbaa in 1993, “clas- immediately confronted by the Qastal al-Shu{aybiyya. sical” in this context was often indiscriminately used to The present structure, which is of modest size, consists refer to two distinct architectural expressions in Syrian of little more than a facade comprising a sabºl-type foun- architecture: what we may briefly refer to as the Greco- tain and the vaulted entrance to a destroyed madrasa (figs. 1, 2).1 This facade is crowned by a disproportion- ately tall entablature that has made the Qastal a key monument in the debate over the “classical revival” in twelfth-century Syria. Michael Rogers featured the Qastal prominently in a major article published in 1971 in which he discussed numerous occurrences of the redeployment of classical buildings—and the less frequent copying of classical decoration—in Syria and Anatolia in the eleventh and twelfth centuries. I offer the following thoughts on the Qastal in admiration of just one aspect of Michael’s unparalleled erudition. Michael Rogers entitled his article “A Renaissance of Classical Antiquity in North Syria,” and argued that the “localisation of the classicising decoration…and its restriction to a period of little more than fifty years suggests very strongly that it was indeed a revival.”2 The suggestion I would like to propose here is that we need to distinguish more exactly between adoption and adaptation; that there are only very few structures with ex professo evocations of the classical past, and that the intention behind these evocations differed widely—in short, that we are not dealing with a single phenome- non, but with a variety of responses that call for more nuanced readings. -
Guidelines for Member-Led Tours Into the Capitol Dome General
GUIDELINES FOR MEMBER-LED TOURS INTO THE CAPITOL DOME GENERAL Member Must Accompany Group – Members are responsible for their guests and must accompany them during the entire tour. Availability – Dome tours are available to Members of Congress only and are conducted by US Capitol Visitor Center Guides Hours of Operation – Tours are available Monday through Friday from 9:00 a.m. to 3:00 p.m. Tours last between 45-60 minutes. One (1) tour per hour is available. Group Size – To ensure that a safe evacuation is possible, group size is limited to the Guide, the Member, plus a maximum of seven (7) guests. Scheduling – To request a tour, please call Visitor Services at (202) 593-1762. Requests may be made up to sixty (60) days in advance and are processed in the order in which they are received on a space available basis. Severe Weather – Weather-permitting, the Guide will take Dome Tour groups to the balcony beneath the Statue of Freedom. However, during periods of severe weather (i.e., thunderstorms, lightning, snow, and high wind), the Guide will conduct a Dome Tour of the internal space only. Where to Meet for the Tour – The Member should bring the tour group to the Crypt of the Capitol and meet the Guide at the Office of Congressional Accessibility Services, which is located in the Crypt (room S-156). Waiver Forms – Signed waiver forms must be given to the Guide prior to the beginning of the tour. Children – Children may participate in Dome Tours, but, due to the nature of the tour route, the tour is not recommended for children under the age of 10. -
Military Stress, Central Power and Local Response in the County of Castile in the Tenth Century’, in Landscapes of Defence in Early Medieval Europe, Ed
This text is a pre-print. Paging and layout may differ from the final published version. For the purpose of citation, please use the publisher’s version: Escalona, Julio, ‘Military stress, central power and local response in the county of Castile in the tenth century’, in Landscapes of Defence in Early Medieval Europe, ed. by John Baker, Stuart Brookes and Andrew Reynolds (Turnhout: Brepols, 2013), pp. 341-67 MILITARY STRESS, CENTRAL POWER AND LOCAL RESPONSE IN THE COUNTY OF CASTILE IN THE TENTH CENTURY Julio Escalona1 This chapter aims to explore the role of fortifications in the southern fringes of the county of Castile bordering the river Duero, a region well known for its intense military activity during the tenth-century. The region and period provide an excellent case study to address some of the issues addressed by other chapters in this volume, including the construction and function of defence systems, the role of central power therein, or the impact on, and response of local society to those developments. The Duero border is particularly interesting because of the suddenness of the processes that turned a distant, much fragmented periphery into a major military frontier of the Asturian kingdom against the Caliphate of Córdoba. In the following, I will argue that tenth-century fortifications in this region are the result of a variety of inputs, some of which derive from centralised operations, while others respond to local initiatives, in a context of intense social change, largely triggered by military stress and incorporation into a larger-scale, more complex political system. The Duero Basin in the Early Middle Ages: From Post-Roman Fragmentation to the Asturian Expansion The ending of the effective control exercised by the Roman state in the north-western quadrant of Iberia was abrupt. -
C6 – Barrel Vault Country : Tunisia
Building Techniques : C6 – Barrel vault Country : Tunisia PRÉSENTATION Geographical Influence Definition Barrel vault - Horizontal framework, semi-cylindrical shape resting on load-bearing walls - For the building, use or not of a formwork or formwork supports. - Used as passage way or as roofing (in this case, the extrados is protected by a rendering). Environment One finds the barrel vault in the majority of the Mediterranean countries studied. This structure is usually used in all types of environment: urban, rural, plain, mountain or seaside. Associated floors: Barrel vaults are used for basement, intermediary and ground floors for buildings and public structures. This technique is sometimes used for construction of different floors. In Tunisia, stone barrel vaults are only found in urban environment, they are common in plains and sea side plains, exceptional in mountain. The brick barrel vault is often a standard in mountain environment. The drop vault (rear D' Fakroun) is often a standard everywhere. Associated floors: In Tunisia, this construction technique is used to build cellars, basements, cisterns (“ fesqiya ”, ground floors and first floors (“ ghorfa ”). Drop arches and brick vaults can sometimes be found on top floors. Illustrations General views : Detail close-up : This project is financed by the MEDA programme of the European Union. The opinions expressed in the present document do not necessarily reflect the position of the European Union or of its member States 1/6 C6 Tunisia – Barrel vault CONSTRUCTION PRINCIPLE Materials Illustrations Nature and availability (shape in which it is found) For the construction of barrel vaults, the most often used materials are limestone and terracotta brick in all the studied countries. -
The Story of Architecture
A/ft CORNELL UNIVERSITY LIBRARY FINE ARTS LIBRARY CORNELL UNIVERSITY LIBRARY 924 062 545 193 Production Note Cornell University Library pro- duced this volume to replace the irreparably deteriorated original. It was scanned using Xerox soft- ware and equipment at 600 dots per inch resolution and com- pressed prior to storage using CCITT Group 4 compression. The digital data were used to create Cornell's replacement volume on paper that meets the ANSI Stand- ard Z39. 48-1984. The production of this volume was supported in part by the Commission on Pres- ervation and Access and the Xerox Corporation. Digital file copy- right by Cornell University Library 1992. Cornell University Library The original of this book is in the Cornell University Library. There are no known copyright restrictions in the United States on the use of the text. http://www.archive.org/cletails/cu31924062545193 o o I I < y 5 o < A. O u < 3 w s H > ua: S O Q J H HE STORY OF ARCHITECTURE: AN OUTLINE OF THE STYLES IN T ALL COUNTRIES • « « * BY CHARLES THOMPSON MATHEWS, M. A. FELLOW OF THE AMERICAN INSTITUTE OF ARCHITECTS AUTHOR OF THE RENAISSANCE UNDER THE VALOIS NEW YORK D. APPLETON AND COMPANY 1896 Copyright, 1896, By D. APPLETON AND COMPANY. INTRODUCTORY. Architecture, like philosophy, dates from the morning of the mind's history. Primitive man found Nature beautiful to look at, wet and uncomfortable to live in; a shelter became the first desideratum; and hence arose " the most useful of the fine arts, and the finest of the useful arts." Its history, however, does not begin until the thought of beauty had insinuated itself into the mind of the builder. -
Naval Dockyards Society
20TH CENTURY NAVAL DOCKYARDS: DEVONPORT AND PORTSMOUTH CHARACTERISATION REPORT Naval Dockyards Society Devonport Dockyard Portsmouth Dockyard Title page picture acknowledgements Top left: Devonport HM Dockyard 1951 (TNA, WORK 69/19), courtesy The National Archives. Top right: J270/09/64. Photograph of Outmuster at Portsmouth Unicorn Gate (23 Oct 1964). Reproduced by permission of Historic England. Bottom left: Devonport NAAFI (TNA, CM 20/80 September 1979), courtesy The National Archives. Bottom right: Portsmouth Round Tower (1843–48, 1868, 3/262) from the north, with the adjoining rich red brick Offices (1979, 3/261). A. Coats 2013. Reproduced with the permission of the MoD. Commissioned by The Historic Buildings and Monuments Commission for England of 1 Waterhouse Square, 138-142 Holborn, London, EC1N 2ST, ‘English Heritage’, known after 1 April 2015 as Historic England. Part of the NATIONAL HERITAGE PROTECTION COMMISSIONS PROGRAMME PROJECT NAME: 20th Century Naval Dockyards Devonport and Portsmouth (4A3.203) Project Number 6265 dated 7 December 2012 Fund Name: ARCH Contractor: 9865 Naval Dockyards Society, 44 Lindley Avenue, Southsea, PO4 9NU Jonathan Coad Project adviser Dr Ann Coats Editor, project manager and Portsmouth researcher Dr David Davies Editor and reviewer, project executive and Portsmouth researcher Dr David Evans Devonport researcher David Jenkins Project finance officer Professor Ray Riley Portsmouth researcher Sponsored by the National Museum of the Royal Navy Published by The Naval Dockyards Society 44 Lindley Avenue, Portsmouth, Hampshire, PO4 9NU, England navaldockyards.org First published 2015 Copyright © The Naval Dockyards Society 2015 The Contractor grants to English Heritage a non-exclusive, transferable, sub-licensable, perpetual, irrevocable and royalty-free licence to use, copy, reproduce, adapt, modify, enhance, create derivative works and/or commercially exploit the Materials for any purpose required by Historic England. -
Signal Hill National Historic Park
Newfoundland Signal Hill National Historic Park o o o o S2 o r m D Brief History Signal Hill, a natural lookout commanding theapproachesto St. John's harbour played a significant role in the history of Newfound land. Although the island became a military stronghold in the 1790's, Vikings probably landed as early as the 10th century, when they were carried there by wind and current. Later, the island's existence was common knowledge among European fishermen, who called the land on their maps Bacca- laos (cod) in tribute to the silvery fish which drew them across the Atlantic Ocean. Fishing expeditions were greatly encour aged by the voyages of exploration at the end of the 15th century. John Cabot from England in 1497 and 1498, and Jacgues Cartier, from France in 1534, acclaimed the natural wealth of the Grand Banks off New foundland. As the fishing industry grew its methods changed. Fleets had been leaving Europe in the spring and returning in the autumn, but in the 16th century some fishermen began to winter in Newfoundland, building smaii settlements along the coast. The was used as a signalling station. To aiert 1713), France was permitted to continue French settled around Placentia and the the town, cannons were fired at the ap fishing off Newfoundland, but the island English near St. John's. Even without the proach of enemy or friendly ships heading became England's property. support of their governments these first for St. John's or neighbouring Quidi Vidi. During the Seven Years' War between colonists felt the areas they occupied be Unfortunately the warning system and France and England (1756-63), France ex longed to their countries and they under new defences proved ineffective against perienced a number of severe reverses in took to fortify their settlements. -
Quincha Architecture: the Development of an Antiseismic Structural System in Seventeenth Century Lima
Proceedings of the First International Congress on Construction History, Madrid, 20th-24th January 2003, ed. S. Huerta, Madrid: I. Juan de Herrera, SEdHC, ETSAM, A. E. Benvenuto, COAM, F. Dragados, 2003. Quincha architecture: The development of an antiseismic structural system in seventeenth century Lima Humberto Rodríguez Camilloni The introduction of quincha construction in the City of Kings or Lima during the middle of the seventeenth century marked a decisive turning point in the devel- opment of Spanish co]onia] architecture along the Peruvian coast. Not only did this ingenious antiseismic structural system provide a definitive solution to the earthquake problem that had plagued several generations of builders since the founding of the vicerega] capital by Francisco Pizarro in 1535, but it also permitted the creation of monumenta] and lofty interior spaces which paraJleled and even rivaled European designs. Surprising]y, however, quincha construction has received only a general and inadequate treatment in the artistic literature of Spanish colonia] architecture; its fuJl impact stilI awaiting recognition in the history of construction. I In an effort to help fill this void, this paper investigates the earthquake-proof system of quincha and its formal implications, as a cornerstone in the history of South American colonial architecture. In the viceroyalty of Peru, possibly no greater chalIenge confronted the colonia] architects than that of designing buildings that could withstand the frequent earthquakes. Time and again European and viceregal architects had seen the failure of their efforts, incJuding the anachronistic use of Gothic ribbed vaulting in the Cathedral of Lima folJowing ] the earthquake of 609 because it was believed it Figure 1 2 wou]d provide a more resistant structura] system.