Design & Construction Guidelines

Total Page:16

File Type:pdf, Size:1020Kb

Design & Construction Guidelines DESIGN & CONSTRUCTION GUIDELINES January 2016 Disclaimer: The Design and Construction Guidelines (The Guidelines) are intended to provide guidance for all development and construction of new buildings, building additions, renovations, site work and landscaping as well as any subsequent changes or alterations to previously approved plans or existing structures. The Guidelines will be administered with the procedures set forth in the Palmetto Bluff Community Charter (The Charter) recorded with the Register of Deeds for Beaufort County, South Carolina, and may be amended thereafter. In the event of any conflict between the Guidelines and the Charter, the Charter shall govern and control. The Guidelines may also be amended from time to time by the Design Review Board (DRB). It is the Owner’s responsibility to be sure that they have the most current edition of the Guidelines and have carefully reviewed all applicable sections of the Charter. The purpose of these Guidelines is to ensure that designs are compatible with the site, the overall environment and the design objectives of Palmetto Bluff. These Guidelines are binding on any persons, company or firm that intends to construct, reconstruct or modify any permanent or temporary improvements in the community or in any way alter the natural setting of the Lowcountry environment. The Charter has been adopted and recorded to establish the Palmetto Bluff Preservation Trust, Inc (“Trust”) and the Trust rules and regulations. Owners and their consultants and contractors should familiarize themselves with these rules prior to the start of design and construction. TABLE OF CONTENTS t VISION 1.0 1.1 Palmetto Bluff Major Components 8 1.2 Palmetto Bluff Design Objectives 9 1.3 The Lowcountry Design Tradition at Palmetto Bluff 10 1.4 Palmetto Bluff Neighborhoods 11 SUSTAINABILITY 2.0 2.1 Sustainable Building Programs 14 2.2 Low Impact Design Principles (LID) 14 2.3 Sustainable Building Materials Selection 15 2.4 Energy Efficient Building Envelope 15 2.5 Sustainable Mechanical Systems 16 2.6 Energy Efficient Indoor Lighting & Appliances 18 LANDSCAPE 3.0 3.1 Site, Planning & Landscape Objectives 20 3.2 Setback Criteria & Homesite Matrix 21 SITEWORK 3.3 Tree Protection, Removal and Pruning 21 3.4 Lot Clearing/Bush Hogging/Unimproved Lot Maintenance 22 3.5 Grading, Retaining Walls, & Drainage 22 PLANTING / SOFTSCAPE 3.6 Planting Design & Requirements 23 Table 3.6.1 Canopy Tree Requirements 25 Table 3.6.2 Understory Tree Requirements 25 3.7 Irrigation 26 LANDSCAPE EDGES 3.8 Fences, Walls, Shrub Screens and Gates 26 Table 3.8.1 Types of Approved Edge Treatments 27 Table 3.8.2 Unapproved Edge Treatments 27 Table 3.8.3 Edge Guidelines (Neighborhood Specific) 28 HARDSCAPE DESIGN 3.9 Hardscape Material Selections 29 Table 3.9.1 Approved Hardscape Materials 29 Table 3.9.2 Unapproved Hardscape Materials 29 3.10 Driveways & Parking 29 Table 3.10.1 Parking Requirements per Neighborhood 30 3.11 Outdoor rooms: Paths, Courtyards & Terraces 30 3.12 Water Features: Pools & Fountains 31 TABLE OF CONTENTS 3 LANDSCAPE AMENITIES 3.13 Landscape Structures & Site Furnishings 31 3.14 Outdoor Firepits & Fireplaces 32 WATER-RELATED STRUCTURES 3.15 Water-related Structures (Inland Waterway & Lakes) 32 UTILITIES & EXTERIOR LIGHTING 3.16 Exterior Service Yard & Utilities 34 3.17 Exterior Lighting 35 MISCELLANEOUS 3.18 Address Markers & Mailboxes 35 3.19 Ornamentation & Decorative Elements in the Landscape 36 3.20 River Protection Overlay District (R.P.O.D.) 36 ARCHITECTURE 4.0 4.1 Architectural Design Objectives 38 4.2 Building Types 40 4.3 Building Size 41 4.4 Building Height 41 4.5 Building Forms & Massing 42 4.6 Secondary Structures 43 4.7 Phased Construction 43 4.8 Foundations 45 4.9 Exterior Walls 45 4.10 Windows & Shutters 46 4.11 Doors 47 4.12 Porches, Columns, Handrails, Verandas & Decks 48 4.13 Roofs 48 4.14 Chimneys & Roof Projections 49 4.15 Colors & Finishes 49 4.16 Skylights, Satellite Dishes & Antennas 49 4.17 Security Measures 50 4.18 Hurricane Protection 50 Vehicles 5.0 5.1 Inland Waterway Vessels 52 5.2 Golf Carts 52 TABLE OF CONTENTS 4 DESIGN REVIEW 6.0 6.1 Project Types to be Reviewed 54 6.2 Approved Design Professionals 54 6.3 Design Review Schedule 54 6.4 Design Review Application Fees 54 6.5 Design Review Process (New Construction & Major Improv.) 55 6.6 Design Review Approval/Construction Timeline & Expiration 55 6.7 Design Review Process (Minor Improvements) 56 6.8 General Design Submission Requirements 56 6.9 Pre-Design Conference Requirements 56 6.10 Conceptual Design Review Submission Requirements 56 6.11 Preliminary Design Review Submission Requirements 57 6.12 Final Design Review Submission Requirements 58 6.13 Variance Requests 60 6.14 Design Review Meeting Communication 60 6.15 Resubmittal of Plans 60 6.16 Actions & Approvals 60 6.17 Design Changes after Final Approval 60 6.18 Town Approval 61 6.19 Right of Waiver 61 6.20 Non-Waiver 61 6.21 Design Review Board Organization 61 CONSTRUCTION 7.0 7.1 Pre-Construction Requirements 64 7.2 During Construction Requirements 64 7.3 Post-Construction Requirements 64 7.4 Compliance Deposit 65 7.5 Construction Area Plan 65 7.6 Job Sign 66 7.7 Tree Protection 66 7.8 Silt Fence & Shaker Pad 66 7.9 Pre-installation Foundation Survey Submittal 67 7.10 Mock-up Review & Final Color/Material Form Submittal 67 7.11 Final As-Built Survey Submittal & Certificate of Occupancy 67 7.12 Final Site Inspection 68 7.13 Construction Hours 68 7.14 Contractor Code of Conduct & Noise 68 7.15 Construction Access to Homesite 69 TABLE OF CONTENTS 5 7.16 Vehicles 69 7.17 Adjacent Lots 69 7.18 Storage of Materials & Equipment 69 7.19 Construction Trailers &/or Temporary Structures 70 7.20 Sanitary Facilities 70 7.21 Foundations 70 7.22 Reuse & Recycling of Building Materials 71 7.23 Debris & Waste Removal 71 7.24 Fire & Safety Precautions 71 7.25 Hazardous Waste 72 7.26 Air Quality Control 73 7.27 Preservation of Archaeological Sites 73 7.28 Damage & Repair Restoration 73 7.29 Security 74 7.30 Construction Schedule 74 7.31 Right to Fine 74 APPENDIX APPENDIX A Definitions 77 APPENDIX B Approved Plant List 83 APPENDIX C Moreland Village 101 TABLE OF CONTENTS 6 VISION 1.0 Palmetto Bluff’s guiding principle is to preserve, protect, and enhance one of America’s treasured landscapes. Palmetto Bluff is a sea island with expansive frontage on the May, Cooper and New Rivers. Its intrinsic value lies in the beauty, vastness and richness of its sea island landscape. For most of the last century, Palmetto Bluff has been managed and enjoyed as a private wildlife and forest preserve. Palmetto Bluff has been carefully masterplanned to grow into a complete, balanced, controlled Community within a coastal setting. Its size makes possible the creation of a series of inter-related, yet distinctive settlements and natural preserves. The combination of its location and varied natural features places this unique Community into a class of its own. At the turn of the 20th century, large, majestic landscapes throughout the country were acquired by families to save and enjoy. Many of these authentic and protected places are highly sought-after today because they are timeless and irreplaceable. Palmetto Bluff is one such place. 7 VISION 7 1.1 Palmetto Bluff Major Components t • The Maritime Forest: The landscape zone on the perimeter of the island along the river’s edge is a distinctive mix of ancient live oaks, hardwoods, palmetto and pine, which thrive in higher, sandy, well drained soils. This zone was the prime area during both the pre-historic and historic plantation years at Palmetto Bluff. • The Managed Forest: The interior of the island consists of lands that had been cleared for cotton farming and later managed as pine plantations. Comprised of some 6,700 acres, the Managed Forest is now protected by a development agreement with the Town of Bluffton. This area forms a large “wedge” of open space to be managed for its habitat value. This forest also incorporates undeveloped land to create a link from the New River on the west end of the island to May River Forest at the east end. • Wilson Village: At the heart of Palmetto Bluff, along the deep water of the May River and near the historic sites of the Octagon Plantation and the Wilson Mansion a traditional coastal village, a “gathering place” for all island residents, has been established. The Wilson Village is designed based on principles found in historic coastal towns, such as Beaufort, Charleston and Savannah. It includes a luxury Inn, boutique retail, a boat yard, and a range of traditional residences patterned around a new meandering inland waterway. Small, pedestrian scale blocks lead to a park and esplanade at the edge of May River Forest. • Moreland Village: Located along the deep waters of Cauley Creek, Moreland was originally a part of a 12,000 acre barony purchased in 1730. Planned as the second major Village for Palmetto Bluff, Moreland takes on a more relaxed character and celebrates the outdoors and the casual lowcountry lifestyle. With several amenities planned, Moreland will have many activities for social interaction and connection to the beautiful outdoor surroundings. The architecture and landscape is slightly more informal and relaxed as well, capturing and blurring that connection between the indoors and out. • “Town” & “Country” Neighborhoods: The “Town” Neighborhoods reflect the “civilized” and/or more “urbanized” settlements of the Lowcountry. Included as distinct neighborhoods within the “Town” are The Point, West Wilson, South Wilson, Wilson-Hayfields and River Road.
Recommended publications
  • Seawall Evaluation and Study
    SEAWALL EVALUATION AND STUDY PHASE I CONDITION ASSESSMENT PHASE II HISTORIC RESEARCH PHASE III DETAILED INVESTIGATION PHASE IV COMPREHENSIVE ENGINEERING ANALYSIS AND REPAIR RECOMMENDATIONS TABLE OF CONTENTS Executive Summary 1 Authority, Purpose, Scope and Limitations 1 Terminology 3 Seawall Descriptions 4 High Battery Seawall 4 Low Battery Seawall 5 Marina Seawall 6 Seawalls Surrounding Colonial Lake 6 Phase I General Condition Assessment 7 High Battery Seawall 9 Low Battery Seawall 11 Marina Seawall 14 Seawalls Surrounding Colonial Lake 15 Phase II Historic Research 17 Construction of the Seawalls 17 High Battery Seawall 17 Low Battery Seawall 19 Marina Seawall 21 Seawalls Surrounding Colonial Lake 22 General Conclusions 23 Stone Masonry Portion of the High Battery Seawall 23 The Low Battery Seawall and the Concrete Extension of the High Battery Seawall 23 The Marina Seawall and the Seawalls Surrounding Colonial Lake 24 Conclusion 24 Phase III Detailed Investigation Geotechnical Investigation 25 Observation Pits 26 Additional Resources 26 Specific Locations Selected 27 General Results Stone Masonry Portion of the High Battery Seawall 27 Low Battery Seawall 29 Concrete Extension of the High Battery Seawall 34 Marina Seawall 36 General Conclusions Stone Masonry Portion of the High Battery Seawall 38 Low Battery Seawall 38 Concrete Extension of the High Battery Seawall 39 Marina Seawall 39 Phase IV Comprehensive Engineering Analysis and Repair Recommendations Terminology 40 Service Life 40 Extension of Service Life 41 Categories for Maintenance
    [Show full text]
  • Cement and Concrete, Creativity and Community, and Charles E
    Cement and Concrete, Creativity and Community, and Charles E. Peterson Author(s): David Gregory Cornelius Source: APT Bulletin, Vol. 37, No. 1 (2006), pp. 17-25 Published by: Association for Preservation Technology International (APT)Association for Preservation Technology International (APT) Stable URL: http://www.jstor.org/stable/40004677 Accessed: 08/09/2010 16:55 Your use of the JSTOR archive indicates your acceptance of JSTOR's Terms and Conditions of Use, available at http://www.jstor.org/page/info/about/policies/terms.jsp. JSTOR's Terms and Conditions of Use provides, in part, that unless you have obtained prior permission, you may not download an entire issue of a journal or multiple copies of articles, and you may use content in the JSTOR archive only for your personal, non-commercial use. Please contact the publisher regarding any further use of this work. Publisher contact information may be obtained at http://www.jstor.org/action/showPublisher?publisherCode=aptech. Each copy of any part of a JSTOR transmission must contain the same copyright notice that appears on the screen or printed page of such transmission. JSTOR is a not-for-profit service that helps scholars, researchers, and students discover, use, and build upon a wide range of content in a trusted digital archive. We use information technology and tools to increase productivity and facilitate new forms of scholarship. For more information about JSTOR, please contact [email protected]. Association for Preservation Technology International (APT) is collaborating with JSTOR to digitize, preserve and extend access to APT Bulletin. http://www.jstor.org Cement and Concrete, Creativity and Community,and Charles E.
    [Show full text]
  • Cumberland Island National Seashore
    CUMBERLAND ISLAND NATIONAL SEASHORE Stabilization of Chimneys at Stafford Slave Settlement PROJECT SPECIFICATIONS 100% SUBMITTAL NPS INTERIOR REGIONS 1, 2, AND 4 ATLANTA FEDERAL CENTER 1924 BUILDING 100 ALABAMA STREET, SW ATLANTA, GEORGIA 30303 Joseph K. Oppermann – Architect, P.A. 539 North Trade Street Winston-Salem, NC 27101 August 21, 2020 REVISED: January 19, 2021 TABLE OF CONTENTS DIVISION 01 - GENERAL REQUIREMENTS 01 11 00 Summary of Work 01 26 01 Contract Modification Procedures 01 27 00 Definition of Contract Line Items 01 31 00 Project Management and Coordination 01 32 16 Construction Schedule 01 32 33 Photo Documentation for Historic Preservation Projects 01 33 23 Submittal Procedures 01 35 13.22 Archeological Protection 01 35 23 Safety Requirements 01 35 91 Historic Preservation Treatment Procedures 01 40 00 Quality Requirements 01 42 00 Reference Standards 01 50 00 Temporary Facilities and Controls 01 67 00 Product Requirements 01 73 40 Execution 01 74 19 Construction Waste Management and Disposal 01 77 00 Closeout Procedures 01 78 23 Operation and Maintenance Data DIVISION 02 – EXISTING CONDITIONS 02 42 96 Historic Removal and Dismantling DIVISION 03 - CONCRETE 03 30 00 Cast-in-place Concrete DIVISION 04 - MASONRY 04 03 22 Historic Brick Unit Masonry Repair 04 03 23 Historic Brick Unit Masonry Repointing DIVISION 05 - METALS 05 12 00 Structural Steel Framing DIVISION 06 – DIVISION 08 Not Used DIVISION 09 – FINISHES 09 91 13 Exterior Painting DIVISION 10 – DIVISION 49 Not Used APPENDICES Appendix 1 Masonry Materials Analysis and Testing Report, February 2020 CUIS – 189275 TOC – 1 TABLE OF CONTENTS SECTION 01 11 00 - SUMMARY OF WORK PART 1 - GENERAL 1.1 SUMMARY A.
    [Show full text]
  • Historic PRESERVATION Commission DESIGN STANDARDS
    CITY OF CAPE MAY Historic PRESERVATION Commission DESIGN STANDARDS CITY OF CAPE MAY Historic PRESERVATION Commission DESIGN STANDARDS Copyright © by the Cape May Historic Preservation Commission All rights reserved. Published Fall 2002 Printing by Standard Publishing, Inc. Table of Contents Introduction..................................................................................4 Historic Preservation Commission Legislative Authority of the HPC....................................5 Design Standards Definition of Key Terms........................................................7 Declaration of Purpose......................................................50 History of Cape May - Timeline.......................................8 Procedure.....................................................................................50 Overview .......................................................................................51 Architectural Styles in Cape May Secretary of the Interior’s Federal Architecture 1780-1820 ....................................14 Standards for Rehabilitation .........................................53 Romantic Houses - Early Victorian Standards Architecture 1820-1880.......................................................16 Roofs...............................................................................54 Gothic Revival................................................................18 Exterior Cladding...........................................................56 Romanesque Revival ......................................................21
    [Show full text]
  • Charleston County Park and Recreation Pool Projects
    CHARLESTON COUNTY PARK AND RECREATION POOL PROJECTS: Wannamaker County Park – Whirlin’ Waters RAFT RIDE & PLUNGE POOL North Charleston Wannamaker County Park, Whirlin’ Waters 888 University Blvd. North Charleston, SC 29406 GENERAL CONTRACTOR BID PACKAGE PROJECT MANUAL May 2018 Water Technology, Inc. Project No. 17034 TABLE OF CONTENTS Table of Contents Project Directory DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS CCPRC CCPRC Invitation for Bid & Contract Documents 00 31 00 Information Available to Bidders 00 31 21 Project Schedule 00 31 32 Geotechnical Data 00 31 33 Existing Conditions and Survey 00 31 34 List of Drawings 00 41 00 Bid Proposal Form 00 41 13 Supplements to Bid Forms 00 65 00 Substitution Request Form CCPRC Contract Document DIVISION 01 GENERAL REQUIREMENTS 01 11 00 Summary of Work 01 20 00 Project Meetings 01 20 60 Allowances & Unit Prices 01 20 70 Application for Payment 01 30 50 Modification Procedures 01 34 00 Shop Drawings, Product Data and Samples 01 40 00 Quality Control 01 40 10 Coordination 01 40 50 Cutting and Patching 01 50 10 Construction Facilities and Temporary Controls 01 50 40 Field Engineering 01 56 39 Tree Protection 01 60 00 Materials and Equipment 01 63 10 Substitutions 01 70 00 Contract Closeout 01 74 00 Warranties DIVISION 02 EXISTING CONDITIONS 02 41 19 Selective Demolition DIVISION 13 SPECIAL CONSTRUCTION 13 11 13 Pool General 13 11 14 Pool Start-Up, Maintenance & Operations Training 13 11 18 Pool Concrete 13 11 20 Pool Pipe and Pipe Fittings 13 11 23 Pool Pipe Supports 13 11 24 Pool Valves 13 11 25 Pool Centrifugal Pumps 13 11 32 Pool Fiberglass Filters 13 11 45 Pool Rail Goods 13 11 46 Pool Equipment 13 11 60 Pool Quartz Aggregate Finish 13 11 61 Pool Ceramic Tile 13 11 65 Water Flume Rides CCPRC Pool Projects Table of Contents Job #17034 May 2018 ©2017 Water Technology, Inc.
    [Show full text]
  • University of Florida Thesis Or Dissertation Formatting Template
    ORIGINS AND DEVELOPMENT OF SHELL-BASED CONSTRUCTION IN ST. AUGUSTINE By TREY ALEXANDER ASNER A THESIS PRESENTED TO THE GRADUATE SCHOOL OF THE UNIVERSITY OF FLORIDA IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF MASTER OF HISTORICAL PRESERVATION UNIVERSITY OF FLORIDA 2020 © 2020 Trey Alexander Asner To my friend and mentor Jean Wagner Wilhite Troemel (1921-2018) ACKNOWLEDGMENTS My sincere appreciation I would like to extend to the members of my thesis committee for their encouragement, enthusiasm, and guidance: from the Department of Design Construction and Planning, committee chair Prof. Morris Hylton III and co-chair Lect. Judi Shade Monk. I would also like to thank Dr. Linda Stevenson who also helped guide me throughout the completion of my degree. Special thanks are to be given to Charles Tingley, Bob Nawrocki, Chad Germany, and Claire Barnewolt of the St. Augustine research library who helped me acquire the archival information that was instrumental for my research. In addition, I would also like to thank Dr. Thomas Graham and David Nolan whose publications were crucial in my research. Finally, I would like to thank my brothers Jesse and Chase, my friends Roger and Sarah Bansemer, and my canine “Mr. Pim” who supported and motivated me throughout all stages of this research from inception to completion. 4 TABLE OF CONTENTS page ACKNOWLEDGMENTS ...............................................................................................................4 LIST OF FIGURES .........................................................................................................................8
    [Show full text]
  • Use of Recycled Oyster Shells As Aggregate for Pervious Concrete
    USE OF RECYCLED OYSTER SHELLS AS AGGREGATE FOR PERVIOUS CONCRETE By KRISTY NOEL KELLEY A THESIS PRESENTED TO THE GRADUATE SCHOOL OF THE UNIVERSITY OF FLORIDA IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF MASTER OF SCIENCE IN BUILDING CONSTRUCTION UNIVERSITY OF FLORIDA 2009 1 © 2009 Kristy Noel Kelley 2 To the power of perseverance 3 ACKNOWLEDGMENTS I would like to thank Dr. Muszynski for always believing in the potential of both a stinky shell and a disabled wrist. I would like to thank Dr. Issa for always letting me keep coming back for another semester. And I would like to extend my appreciation to Dr. Stroh for being patient and sticking with me in this thesis even though it changed routes. Finally, I thank my village – those who have raised this graduate student; be you friends near or far, boyfriend or family, I could not have made this journey without you. Thank you for reminding me to never, never give up. 4 TABLE OF CONTENTS page ACKNOWLEDGMENTS .................................................................................................. 4 LIST OF TABLES ............................................................................................................ 7 LIST OF FIGURES .......................................................................................................... 8 LIST OF ABBREVIATIONS ............................................................................................. 9 ABSTRACT ..................................................................................................................
    [Show full text]
  • Foundation Settlement Analysis of Fort Sumter National Monument: Model Development and Predictive Assessment
    Engineering Structures 65 (2014) 1–12 Contents lists available at ScienceDirect Engineering Structures journal homepage: www.elsevier.com/locate/engstruct Foundation settlement analysis of Fort Sumter National Monument: Model development and predictive assessment a a, b a c Saurabh Prabhu , Sez Atamturktur ⇑, Denis Brosnan , Peter Messier , Rick Dorrance a Glenn Department of Civil Engineering, Clemson University, Clemson, SC 29634-0911, United States b Department of Materials Science and Engineering, Clemson University, Clemson, SC, United States c Fort Sumter National Monument, National Park Services, Charleston, SC, United States article info abstract Article history: This study investigates the mechanisms by which a masonry vaulted structure responds to settlement of Received 16 January 2013 supports considering a wide range of possible settlement scenarios through a numerical model substan- Revised 4 November 2013 tiated with experimental evidence and on-site evaluations. The simulation based investigation of settle- Accepted 27 January 2014 ment induced damage is completed on the Fort Sumter, SC, where the numerical model is developed Available online 26 February 2014 through a multi-faceted approach utilizing field investigations including material testing of specimens, three-dimensional laser scanning of fort’s geometry, and dynamic measurements of relative movement Keywords: between adjacent structural components. The poorly known model input parameters are substantiated Coastal fortification with comparisons against measured dynamic characteristics of the fort, and the remaining uncertainties Brick masonry Historic monument in the input parameters are propagated to the model output to obtain a probabilistic evaluation of the Nondestructive and semi-destructive fort’s behavior under various settlement scenarios. evaluation Ó 2014 Elsevier Ltd.
    [Show full text]
  • Concrete Construction. Case Study
    Concrete Construction. Case Study 1 Project: Tropicana Field Renovations Specific: Concrete entry cylinder at East Main Entry Project Scope: Add approx. 350,000sf of space (retail, food service, concourse, office) to the existing ‘Thunderdome’. The existing tensegrity structure is 225’ tall at its peak and is approximately 750’ in diameter. Due the nature of the round structure, drawing elevations could pose a serious challenge if drawn by conventional orthographic projection methods. With the use of AutoCadLT, the additions were drawn with extruded lines and 3dfaces to produce a 3d model of the entire structure. This way, the model could be rotated to any desired elevation to create the drawings. This method proved to be a significant time and cost saving tool for the project. And inevitably, as anticipated in the beginning, just before the submission deadline, we realized that we needed another angle of elevation because there was a loading dock that was not showing up well enough on the first- decided 5 elevations. With the 3d model completed, the 6th elevation was no problem at all and the model was simply rotated to the needed angle, a 2d file was exported, cleaned up, notes added, and we had our missing elevation in a short amount of time. 2 East Elevation Showing the Entry cylinder is made of cast in place concrete and structurally served as a later load anchor for the project. At a height of 90’ and a diameter of 71’, the space serves as the main entry for the indoor ball park. It is a single space inside and has a series of glazed slots to allow for specific views out to the entry walkway.
    [Show full text]
  • Falling to Pieces: the Preservation of Ruins in Coastal Georgia
    FALLING TO PIECES: THE PRESERVATION OF RUINS IN COASTAL GEORGIA by TRACI EUGENIA CLARK (Under the Direction of John C. Waters) ABSTRACT The purpose of this thesis is to research and evaluate ruins of former buildings managed by five different agencies in Georgia in order to determine the best approach and methods for the stabilization and preservation of ruins. INDEX WORDS: Georgia coast, ruins, Wormsloe, Savannah, Dungeness, Stafford Chimneys, Cumberland Island, Jekyll Island, Horton House, Chichota, Carpentry Shop, Retreat Plantation, Fort Frederica, St. Simons Island, historic preservation FALLING TO PIECES: THE PRESERVATION OF RUINS IN COASTAL GEORGIA by TRACI EUGENIA CLARK A.B.J., The University of Georgia, 1998 A Thesis Submitted to the Graduate Faculty of The University of Georgia in Partial Fulfillment of the Requirements for the Degree MASTER OF HISTORIC PRESERVATION ATHENS, GEORGIA 2006 © 2006 Traci Eugenia Clark All Rights Reserved FALLING TO PIECES: THE PRESERVATION OF RUINS IN COASTAL GEORGIA by TRACI EUGENIA CLARK Major Professor: John C. Waters Committee: Mark Reinberger Burke Walker David Nichols Electronic Version Approved: Maureen Grasso Dean of the Graduate School The University of Georgia December 2006 ACKNOWLEDGEMENTS I want to thank everyone who supported me through this long and twisting endeavor and to my classmates that I met along the way. Great appreciation goes to Professor Waters who stressed the importance of “making my flight on time.” Despite some mild turbulence and barely missing the last leg of my flight, I made it to my final destination a-ok. Donna Gabriel has been a shoulder to cry on, a friend to lean on, and everything else I needed to make my way through this program.
    [Show full text]
  • Tabby in the Coastal Southeast: the Culture History of an American Building Material
    Louisiana State University LSU Digital Commons LSU Historical Dissertations and Theses Graduate School 1978 Tabby in the Coastal Southeast: the Culture History of an American Building Material. Janet Bigbee Gritzner Louisiana State University and Agricultural & Mechanical College Follow this and additional works at: https://digitalcommons.lsu.edu/gradschool_disstheses Recommended Citation Gritzner, Janet Bigbee, "Tabby in the Coastal Southeast: the Culture History of an American Building Material." (1978). LSU Historical Dissertations and Theses. 3205. https://digitalcommons.lsu.edu/gradschool_disstheses/3205 This Dissertation is brought to you for free and open access by the Graduate School at LSU Digital Commons. It has been accepted for inclusion in LSU Historical Dissertations and Theses by an authorized administrator of LSU Digital Commons. For more information, please contact [email protected]. INFORMATION TO USERS This material was produced from a microfilm copy of the original document. While the most advanced technological means to photograph and reproduce this document have been used, the quality is heavily dependent upon the quality of the original submitted. The following explanation of techniques is provided to help you understand markings or patterns which may appear on this reproduction. 1.The sign or "target" for pages apparently lacking from the document photographed is "Missing Page(s)". If it was possible to obtain the missing page(s) or section, they are spliced into the film along with adjacent pages. This may have necessitated cutting thru an image and duplicating adjacent pages to insure you complete continuity. 2. When an image on the film is obliterated with a large round black mark, it is an indication that the photographer suspected that the copy may have moved during exposure and thus cause a blurred image.
    [Show full text]
  • Submission Example 2018 Award Winning Entry by 4240
    SUBMISSION EXAMPLE 2018 AWARD WINNING ENTRY BY 4240 ARCHITECTURE All entries must be anonymous. Entrants’ names and/or firm names should not appear anywhere in the portfolio The Boundary at Moreland Village Palmetto Bluff, South Carolina Architecture - Commercial / Civic / Institutional Complete 2017 17,780 sf The Boundary Nestled between the village green, wetland preserve, and Old Moreland Road, The Boundary condenses the needs of several buildings into one. This consolidation of program was driven by the desire to touch the land lightly, preserving the natural environment and connecting people to the out of doors. The classical-inspired cross-axial plan organizes the building and adjacent outdoor spaces into four components with each wing of the building serving a distinct purpose. Views of the marsh were paramount and dictated the location of the restaurant wing and pool terraces. Lowcountry architecture is a clear derivation of American colonial architecture, evolved over the past three centuries to address this unique southern region and microclimate. Inspired by the Lowcountry architectural aesthetic, the roof forms maintain a simple, classical aesthetic that are reflective of the spaces within. The buildings directly respond to the subtropical climate with one- room wide buildings elevated above the flood plane to capture breezes and views. Expansive porches with deep overhangs provide shelter from the sun and inclement weather. Exposed rafter tails, vertically proportioned windows, cypress wood board on board vertical siding, plank railings and tabby walls give the building a unique and individual character, expressive of craft with materials faithful to the region. Interiors were designed with a fresh contemporary aesthetic - exposed wood timbers, penny-gap plank siding, vaulted ceilings with open trusses and reclaimed wide plank hard wood floors to instill a sense of withstanding time, while expressing the simplicity and quality found in more contemporary lifestyles and living.
    [Show full text]