Basis of Design Book 2 - City of St. Petersburg

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See next page for description of Categories Category I Category II Category III Category IV Elevation of Lowest Floor (A Zone: Table 2-1) Elevation of Bottom of Lowest Horizontal Structural Member (V Zone: Table 4-1) Elevation Below Which Flood- Damage-Resistant Materials Shall be Used (Table 5-1) Minimum Elevation of Utilities and Equipment (Table 7-1) Dry Floodproofing of non-residential structures and nonresidential portions of mixed-use buildings (Table 6-1) All A Zones not identified as Coastal A Zones: elevation of lowest floor All V Zones and Coastal A Zones: where the lowest horizontal structural member is parallel to direction of wave approach All V Zones and Coastal A Zones: where the lowest horizontal structural member is perpendicular to direction of wave approach All A Zones not identified as Coastal A Zones All V Zones and Coastal A Zones: where the lowest horizontal structural member is parallel to direction of wave approach All V Zones and Coastal A Zones: where the lowest horizontal structural member is perpendicular to direction of wave approach All A Zones not identified as Coastal A Zones All V Zones and Coastal A Zones: where the lowest horizontal structural member is parallel to direction of wave approach All V Zones and Coastal A Zones: where the lowest horizontal structural member is perpendicular to direction of wave approach All A Zones not identified as Coastal A Zones: elevation to which dry floodproofing extends All V Zones and Coastal A Zones: dry floodproofing not allowed DFE BFE +1 ft or DFE, whichever is higher BFE +1 ft or DFE, whichever is higher DFE DFE BFE +1 ft or DFE, whichever is higher DFE DFE DFE DFE DFE DFE DFE BFE +1 ft or DFE, whichever is higher BFE +1 ft or DFE, whichever is higher BFE +1 ft or DFE, whichever is higher BFE +1 ft or DFE, whichever is higher BFE +2 ft or DFE, whichever is higher BFE +1 ft or DFE, whichever is higher BFE +1 ft or DFE, whichever is higher BFE +2 ft or DFE, whichever is higher BFE +1 ft or DFE, whichever is higher BFE +2 ft or DFE, whichever is higher BFE +1 ft or DFE, whichever is higher BFE +2 ft or DFE, whichever is higher BFE +3 ft or DFE, whichever is higher BFE +1 ft or DFE, whichever is higher BFE +2 ft or DFE, whichever is higher BFE +3 ft or DFE, whichever is higher BFE +1 ft or DFE, whichever is higher BFE +2 ft or DFE, whichever is higher BFE +1 ft or DFE, whichever is higher BFE +2 ft or DFE, whichever is higher BFE +2 ft or DFE, whichever is higher BFE +2 ft or DFE, whichever is higher BFE +3 ft or DFE, whichever is higher BFE +2 ft or DFE, whichever is higher BFE +2 ft or DFE, whichever is higher BFE +3 ft or DFE, whichever is higher BFE +2 ft or DFE, whichever is higher Not permitted Not permitted Not permitted Not permitted Highlights of the ASCE 24-05 (rev 12/10) 4
I TABLE 1-1. Classification of Structures for Flood-Resistant Design and Construction (Classification same as ASCE 7, Ref. [1]) Nature of Occupancy Category Structures that represent a low hazard to human life in the event of failure including, but not limited to: • Agricultural facilities a • Minor storage facilities b • Certain temporary facilities All structures except those listed in Categories I, III and IV II Structures that represent a substantial hazard to human life in the event of failure including, but not limited to: • Buildings and other structures where more than 300 people congregate in one area III • Buildings and other structures with day-care facilities with capacity greater than 150 • Buildings and other structures with elementary school or secondary school facilities with capacity greater than 250 • Buildings and other structures with a capacity greater than 500 for colleges or adult education facilities • Health care facilities with a capacity of 50 or more resident patients but not having surgery or emergency treatment facilities • Jails and detention facilities • Power generating stations and other public utility facilities not included in Category IV Buildings and other structures not included in Category IV (including, but not limited to, facilities that manufacture, process, handle, store, use, or dispose of such substances as hazardous fuels, hazardous chemicals, hazardous waste, or explosives) containing sufficient quantities of hazardous materials considered to be dangerous to the public if released. Buildings and other structures containing hazardous materials shall be eligible for classification as Category II structures if it can be demonstrated to the satisfaction of the authority having jurisdiction by a hazard assessment as described in Section 1.5.2 c that a release of the hazardous material does not pose a threat to the public. Structures designated as essential facilities including but not limited to • Hospitals and other health-care facilities having surgery or emergency treatment facilities • Fire, rescue, ambulance, and police stations and emergency vehicle garages • Designated earthquake, hurricane, or other emergency shelters • Designated emergency preparedness, communication, and operation centers and other facilities required for emergency response • Power generating stations and other public utility facilities required in an emergency • Ancillary structures (including, but not limited to, communication towers, fuel storage tanks, cooling towers, electrical substation structures, fire water storage tanks or other structures housing or supporting water, or other fire-suppression material or equipment) required for operation of Category IV structures during an emergency • Aviation control towers, air traffic control centers, and emergency aircraft hangars • Water storage facilities and pump structures required to maintain water pressure for fire suppression • Buildings and other structures having critical national defense functions IV Buildings and other structures (including but not limited to, facilities that manufacture, process, handle, store, use, or dispose of such substances as hazardous fuels, hazardous chemicals, hazardous waste, or explosives) containing extremely hazardous materials where the quantity of the material exceeds a threshold quantity established by the authority having jurisdiction. Buildings and other structures containing extremely hazardous materials shall be eligible for classification as Category II structures if it can be demonstrated to the satisfaction of the authority having jurisdiction by a hazard assessment as described in Section 1.5.2 c that the extremely hazardous material does not pose a threat to the public. This reduced classification shall not be permitted if the buildings or structures also function as essential facilities a Certain agricultural structures may be exempt from some of the provisions of this Standard – see section C..4.3. b For the purposes of this standard, minor storage facilities do not include commercial storage facilities. c Section 1.5.2 reference is made to ASCE Standard 7-05, not this standard. Highlights of the ASCE 24-05 (rev 12/10) 5
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THE NEW ST. PETERSBURG PIER BASIS O
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CONTENT: BASIS OF DESIGN BOOK 1 1 2
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AST. PETERSBURG PIER SITE CONDITION
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2. Parking Lots Parking lots exhibi
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4. Entrance Plaza The Entrance Plaz
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Electrical: There is a series of ab
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B. Bulkhead The bulkhead or seawall
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C. Existing Pier The existing Pier
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5. Navigational Access The current
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Meeting with City Engineers 6/28 A
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Meeting Minutes (Rev 01) project Th
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CCONCEPTUAL FIRE SAFETY STRATEGY PR
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6.0 RB initially expressed concern
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idge, highway & rail engineering en
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St. Petersburg Pier Page 3 MEG File
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1509 W. Swann Avenue, Suite 225 Tam
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ERP Permit Application: New St. Pet
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PART 3: A. Owner(s) of Land B. Appl
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PART 8: A. If there have been any p
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ENVIRONMENTAL RESOURCE PERMIT APPLI
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5. Summarize impacts to wetlands an
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E. Drainage Information 1. Provide
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TABLE ONE: PROJECT WETLAND AND OTHE
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TABLE THREE: PROJECT OFF-SITE MITIG
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TABLE FIVE: SUMMARY OF SHORELINE ST
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Soil Map-Pinellas County, Florida (
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25 18 ALBERT WHITTED AIRPORT 36
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ALBERT WHITTED AIRPORT 36
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TECHNICAL M E M O R A N D U M TO: F
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St. Petersburg Pier - Environmental
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St. Petersburg Pier - Environmental
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G:\x\PROJECTS\002037_StPetePierEval
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ALBERT WHITTED AIRPORT TECHNICAL ME
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Underwater Feature Technical Worksh
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6. Limestone definitely preferred f
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Participant List Participant Peter
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Dr. Betzer mentioned the names of s
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Technical Interview 5 Summary of In
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scientific community and the design
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GHYDRODYNAMICS AND FLUSHING OF THE
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TABLE OF CONTENTS 1.0 INTRODUCTION
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LIST OF FIGURES 2-1 Location of St.
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1.0 INTRODUCTION The City of St. Pe
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loop structure. For the flushing ev
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Figure 2-3b. Marina Construction De
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Figure 2-4. Locations of NOAA Tide
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3.0 MODELING APPROACH Based upon th
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4.0 MODEL INPUTS 4.1 SIMULATION PER
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Figure 4-2. Tampa Bay Model Grid in
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Figure 4-4. Tampa Bay Model Grid in
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Figure 4-5. Model Tidal forcing Fig
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5.0 MODEL CALIBRATION 5.1 TIDES Fig
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Available current data for the NOAA
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6.0 EVALUATION OF FLUSHING IN MARIN
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Figure 6-1c. Plan View Showing Flus
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Figures 6-2a-e present time series
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Figure 6-2e. Time Series Plot of Pe
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HPIER ADVISORY TASK FORCE REPORT
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Vision/Guiding Principles and Conte
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Table of Contents (continued) SECTI
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VISION The downtown waterfront is a
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Guiding Principles (continued): Wa
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Section II City Charter
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Waterfront Park Element Downtown Ch
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Evolution of the Current Waterfront
Page 325 and 326: Planning Goals Five major planning
Page 327 and 328: 9. Comfort: a. Shade - Planting of
Page 329 and 330: 1988 Plan Implementation in the Wat
Page 331 and 332: Art & Monuments Ordinance No. 2001-
Page 333 and 334: Section V Downtown Waterfront Enter
Page 335 and 336: Albert Whitted Airport ● ● ●
Page 337 and 338: Al Lang Field (continued) ● ● O
Page 339 and 340: Section VI Waterfront Transportatio
Page 341 and 342: Traffic Access and Circulation ●
Page 343 and 344: Bicycle Pedestrian Pathway ● ●
Page 345 and 346: Daily Parking Demand ● ● ●
Page 347 and 348: Downtown Waterfront Events ● ●
Page 349: DOWNTOWN WATERFRONT MASTER PLAN IMP
Page 353 and 354: Chuck Jablon Project Executive, Acc
Page 355 and 356: OT Delancy Executive Support - SBE/
Page 357 and 358: Mark McLaughlin, LEED® AP Senior P
Page 359 and 360: Meoi Plummer Project Manager - Crow
Page 361 and 362: Tommy Ward Superintendent/Quality C
Page 363 and 364: Jake Krehbiel, LEED® AP Assistant
Page 365 and 366: Walter Benoit Project Controls Pers
Page 367 and 368: Mark Apaliski Preconstruction Perso
Page 369 and 370: Robert Ward Local SBE/WMBE Personal
Page 371: K ASCE 24-05: FLOOD RESISTANT DESIG
Page 374 and 375: . Specifications are provided for p
Page 379: L CITY PIER BUILDING FOUNDATION EVA
Page 383 and 384: Memorandum March 1, 2010 Page 2 of
Page 385 and 386: Memorandum March 1, 2010 Page 4 of
Page 387: Memorandum March 1, 2010 Page 6 of
Page 391 and 392: ESTIMATE DETAIL The Lens Estimate T
Page 393 and 394: Index Description Quantity Unit Cos
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Page 417: The New St. Petersburg Pier Life Cy
Page 421: The New St. Petersburg Pier Revenue
Page 425: The New St. Petersburg Pier Annual
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OST. PETERSBURG PIER REQUEST FOR QU
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Pier Competition | Page 1 STAGE 1 P
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Pier Competition | Page 3 Vision IV
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Pier Competition | Page 5 The Trans
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Pier Competition | Page 7 VI. Compe
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Pier Competition | Page 9 Relevant
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Pier Competition | Page 11 The foll
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Pier Competition | Page 13 Team Bac
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Pier Competition | Page 15 Exhibit
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Pier Competition | Page 19 8. Debar
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Pier Competition | Page 21 Disputes
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Pier Competition | Page 23
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MICHAEL MALTZAN ARCHITECTURE, INC.
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Basis of Design Book 2 - City of St. Petersburg

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