Book 1 - City of St. Petersburg

More documents

Recommendations

Info

Risk Category Descriptions The following is a description of risk categories summarized from ASCE/SEI 24-05. Risk Category I Buildings and other structures that represent a low hazard to human life in the event of failure including, but not limited to: • Agricultural facilities • Certain temporary facilities • Minor storage facilities Risk Category II All buildings and other structures except those listed in Categories I, III and IV. Risk Category III Buildings and other 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 • 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 • Healthcare 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 Risk Category IV Buildings and other structures designated as essential facilities including, but not limited to: • Hospitals and other healthcare facilities having surgery or emergency treatment facilities • Fire, rescue, ambulance and police stations and emergency treatment facilities • 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 during an emergency • Ancillary structures required for operation of Category IV structures during an emergency • Aviation control towers, air traffic control centers and emergency aircraft hangars MICHAEL MALTZAN ARCHITECTURE, INC. 3 - 131
BASIS OF DESIGN BOOK 1 3 GENERAL PLANNING CRITERIA ACCESSIBILITY AND CODE REQUIREMENTS (continued) • Water storage facilities and pump structures required to maintain water pressure for fire suppression • Buildings and other structures having critical national defense functions • Buildings and other structures containing sufficient quantities of hazardous materials considered to be dangerous to the public if released Risk Category Requirements The following are structural requirements for each of the four Risk Categories, summarized from ASCE/SEI 24-05. Risk Category I Risk Category I structures require the lowest horizontal structural member to be constructed at design flood elevation (DFE), regardless of orientation. Risk Category II Risk Category II structures require the lowest horizontal structural member to be constructed at DFE for members parallel to wave action and base flood elevation (BFE) + 1’-0” or DFE, whichever is higher, for members perpendicular to wave action. Risk Category III Risk Category III structures require the lowest horizontal structural member to be constructed at BFE + 1’-0” or DFE, whichever is higher for members parallel to wave action and BFE +2’-0” or DFE, for members perpendicular to wave action. Risk Category IV Risk Category IV structures require the lowest horizontal structural member to be constructed at BFE + 1’-0” or DFE, whichever is higher for members parallel to wave action and BFE +2’-0” or DFE, whichever is higher for members perpendicular to wave action. Risk Category Recommendation The new Pier is a pleasure pier accommodating a variety of programs, from a marina for transient boats to fishing and concessions, as well as a more focused retail and dining area on the Uplands called the Hub. The project is located in a VE- 8, Coastal High Hazard Flood Zone with a BFE of +8-0” MSL (NAVD88) and will be designed to meet lateral wind loads described by ASCE 7-10, adopted by the State in March of 2012. Because of its variable programming, there will be special events at which more than 300 congregate in a single area, however, the Pier and the Hub are intended to be closed when wind speeds reach Hurricane Force Category 1 levels (76 mph) thus posing no substantial hazard to human life in the event of failure. Finally, the new Pier is not an essential facility and has no emergency, defense or strategic function. For these reasons, the new Pier will be classified as a Category II structure. 3 - 132 THE NEW ST. PETERSBURG PIER
Page 1 and 2:
THE NEW ST. PETERSBURG PIER BASIS O
Page 4 and 5:
CONTENT: BASIS OF DESIGN BOOK 1 1 2
Page 6 and 7:
LIST OF FIGURES 1 2 3 INTRODUCTION
Page 8:
4 5 6 7 COMPONENT PLANNING CRITERIA
Page 12 and 13:
EXECUTIVE STATEMENT The new St. Pet
Page 14 and 15:
The full report can be downloaded a
Page 16 and 17:
PURPOSE OF REPORT The purpose of th
Page 18 and 19:
ORGANIZATION OF REPORT The BOD Repo
Page 20:
2EXECUTIVE SUMMARY
Page 23 and 24:
BASIS OF DESIGN BOOK 1 2 EXECUTIVE
Page 25 and 26:
Page 27 and 28:
Page 29 and 30:
Page 31 and 32:
Page 33 and 34:
Page 36:
3GENERAL PLANNING CRITERIA
Page 39 and 40:
BASIS OF DESIGN BOOK 1 3 GENERAL PL
Page 41 and 42:
Page 43 and 44:
Page 45 and 46:
Page 47 and 48:
Page 49 and 50:
Page 51 and 52:
Page 53 and 54:
Page 55 and 56:
Page 57 and 58:
Page 59 and 60:
Page 61 and 62:
Page 63 and 64:
Page 65 and 66:
Page 67 and 68:
Page 69 and 70:
Page 71 and 72:
Page 73 and 74:
Page 75 and 76:
Page 77 and 78:
Page 79 and 80:
Page 81 and 82:
Page 83 and 84:
Page 85 and 86:
Page 87 and 88:
Page 89 and 90:
Page 91 and 92:
Page 93 and 94:
Page 95 and 96:
Page 97 and 98:
Page 99 and 100:
Page 101 and 102:
Page 103 and 104:
Page 105 and 106:
Page 107 and 108:
Page 109 and 110:
Page 111 and 112:
Page 113 and 114:
Page 115 and 116:
Page 117 and 118: BASIS OF DESIGN BOOK 1 3 GENERAL PL
Page 167: BASIS OF DESIGN BOOK 1 3 GENERAL PL
Page 180: 4COMPONENT PLANNING CRITERIA
Page 183 and 184: BASIS OF DESIGN BOOK 1 4 COMPONENT
Page 190 and 191: COMPONENT DESCRIPTIONS Welcome Mat
Page 192 and 193: LENS CANOPY WELCOME MAT OVERWATER B
Page 196 and 197: 3.3.3 General lighting and electric
Page 200 and 201: 3.3 Electrical 3.3.1 Code lighting
Page 206 and 207: 2.1.5 The Lens Canopy provides shad
Page 212 and 213: 3.2.1 Potable water will be supplie
Page 216 and 217: 2.5.5 All utilities will run in a t
Page 218 and 219:
LENS CANOPY WELCOME MAT OVERWATER B
Page 220:
5BASIS OF DESIGN CONCEPT ANALYSIS
Page 223 and 224:
BASIS OF DESIGN BOOK 1 5 BASIS OF D
Page 226 and 227:
BASIS OF DESIGN CONCEPT PLANS AND D
Page 228 and 229:
A0-53 Existing Structure Plan 0 37
Page 230 and 231:
A1-00 Site Plan 0 62’ 125’ 250
Page 232 and 233:
A2-02 Overwater Drive Plan 0 37’
Page 234 and 235:
A2-04 Balcony Plan 0 37’ 75’ 15
Page 236 and 237:
A3-01 Elevations 1 / North Elevatio
Page 238 and 239:
A4-02 Upland Sections 1 / Upland Ea
Page 240 and 241:
A4-03 Drive, Bridge and Canopy Sect
Page 242 and 243:
A5-10 Enlarged Hub Plan 0 12’ 25
Page 244 and 245:
A5-12 Enlarged Promontory Plan 0 12
Page 246 and 247:
A5-14 Promontory Double “T” Bea
Page 248:
A9-01 Guardrail Details 1 / Guardra
Page 252 and 253:
COST ESTIMATE PROCESS The process i
Page 254 and 255:
MICHAEL MALTZAN ARCHITECTURE, INC.
Page 256 and 257:
SBE/MWBE Outreach Approach Since op
Page 258 and 259:
Proof of Recent Outreach Success Un
Page 260 and 261:
Strategy and Tactical Approach for
Page 262 and 263:
1 BayCare Corporate Offices 2 Pinel
Page 264 and 265:
pa Bay Region City of St. Petersbur
Page 266:
PRELIMINARY SCHEDULE Activity Activ
Page 270 and 271:
OPERATING EXPENSE AND MAINTENANCE E
Page 273 and 274:
THE NEW ST. PETERSBURG PIER CLIENT
show all

Book 1 - City of St. Petersburg

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?