moore county courthouse and renovation

ADDENDUM #03

MOORE COUNTY COURTHOUSE AND

RENOVATION

CARTHAGE, NORTH CAROLINA

ARCHITECT/ENGINEER CHARLOTTE, NORTH CAROLINA

WITHERSRAVENEL

CIVIL ENGINEER CARY, NORTH CAROLINA

A/E’s Project

#582405

Set No.

04-12-2021

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GENERAL: 1

Planholders are requested to attach this Addendum to the inside front cover of each Project 2

Manual. Inform all concerned that the Bidding Documents are modified by this Addendum. 3

The following modifications and clarifications are hereby made a part of the Bidding 4

Documents and supersede or otherwise modify the provisions of the published Project Manual 5

and Drawings dated March 19, 2021. 6

Refer to the Drawings and Specification Sections, if any, attached to this Addendum, which 7

are hereby made a part of this Addendum. 8

9

MODIFICATIONS TO THE PROJECT MANUAL: 10

11

SECTION 00116 – INVITATION TO BID 12

REPLACE with the attached section. 13

PER THIS SECTION A SITE VISIT TO THE EXISTING COURTHOUSE HAS BEEN SCHEDULED. 14

15

SECTION 0345100 – ARCHITECTURAL PRECAST CONCRETE 16

DELETE this section entirely. 17

18

SECTION 075423 – TPO ROOFING 19

PART 2, ADD, Everguard 60 mil 20

21

SECTION 078100 – APPLIED FIREPROOFING 22


24

SECTION 089000 – LOUVERS 25

2.3, ADD, American Warming and Ventilating Model LE-31 26

27

SECTION 095133 – ACOUSTICAL METAL PAN CEILINGS 28


30

SECTION 276410 – RF BDA SIGNAL BOOSTER SYSTEMS 31


33

SECTION 283111 – DIGITAL ADDRESSIBLE FIRE ALARM SYSTEM 34


36

SECTION 331421 – WATER DISTRIBUTION SYSTEM 37

ADD this section. 38

39

MODIFICATIONS TO THE DRAWINGS: 40

41

A1.1.1 42

REPLACE this sheet entirely. 43

44

A2.4.1 45


47

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A3.0.1 48


50

A3.0.2 51


53

A3.0.3 54


56

A8.1.1 57


59

A8.1.2 60


62

S2.1.3 63

DELETE this sheet entirely. 64

65

E0.1 66


68

E2.1.3 69


71

QUESTIONS FROM BIDDERS: 72

73

QUESTION: Who is responsible for Material Testing services costs? Specification 014000 mentions 74

‘Owner Responsibility’. Specification 033000 states that Owner will engage firm. Specification 311505 75

states the testing laboratory will be employed and paid by Contractor, however, says the costs will be 76

reimbursable from the Bid Allowance. Please clarify. 77

ANSWER: Owner will hire all third-party special inspections and materials testing. Disregard language 78

in 311505 about a Bid Allowance. 79

80

QUESTION: Can the ‘Soil Screw Temporary Retaining System’ (shown on S2.1.1) be left in-place at 81

completion of its’ intended purpose? 82

ANSWER: Yes, the soil screws can be left in place. 83

84

QUESTION: Confirm all site excavation is considered ‘classified’ – i.e. unsuitable soil and rock 85

excavation and replacement will be paid on unit price basis. Specification 311505 (3.03-B) makes 86

mention of classified rock excavation, however, it is not clear. 87

ANSWER: All site excavation is classified and any unsuitables or rock encountered will be dealt with on 88

a unit price basis. 89

90

QUESTION: Phasing plan A1.1.1 indicates the scope of work associated with the new parking lot 91

entrance from Monroe Street “shall be performed by the Owner under a separate contract”. Sheet C2.0, 92

however, shows new work performed at this east parking lot but does not indicate that the work will be 93

performed by Owner. Please clarify. 94

ANSWER: This has been clarified in this addendum. Refer to sheet A1.1.1. 95

96

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QUESTION: Will there be Moore County costs associated with the road closing required to perform new 97

work performed in Dowd and Saunders Streets? If so, who is responsible for these costs? 98

ANSWER: Moore County will cover all costs related to road closures. 99

100

QUESTION: Tile Carpeting: I assume that Milliken is the basis of design but Bentley Mills, Interface and 101

Mannington are approved manufacturers? 102

ANSWER: Milliken is basis of design. If a substitution is desired, you can use those manufacturers also 103

listed in the spec. They can check paragraph 1.6 for information about substitutions. Submittals shall be 104

accepted at a minimum of 10 days before the bid is due. 105

106

QUESTION: Excavation, Backfill and Compaction Spec Section 311505, 1.04, B. Testing and Inspection 107

Service, is the testing laboratory to be paid for by the contractor or owner? 108

Paving and Surfacing 109

Spec Section 312510, 1.3, B., is the testing laboratory to be paid for by the contractor or owner? 110

ANSWER: Owner will pay for these inspections. 111

112

QUESTION: Is there a spec for site water distribution? 113

ANSWER: Addressed in this addendum. 114

115

QUESTION: Drawing C1.1, whose responsibility is it to remove the overhead phone line? 116

ANSWER: Contractor to coordinate with utility provider. Generally, provider disconnects at the main 117

and contractor would then remove on-site line and poles. 118

119

QUESTION: On Drawing C3.0, what does the foundation drain tie into? 120

ANSWER: Can tie into the 8” roof drain or directly into the ex. catch basin. 121

122

QUESTION: For the connector precast, can we get a cut section details showing how the large beams are 123

being supported and connected to the new building and at the existing building. 124

ANSWER: ALL PRECAST CONNECTIONS ARE TO BE DESIGNED AND PROVIDED BY THE PRECAST 125

MANUFACTURER. SECTION 12/S4.1.3 SHOWS GENERAL CONNECTION DETAILS OF PC TO THE NEW 126

BUILDING. PC IS NOT CONNECTED TO THE EXISTING BUILDING. THE PC BEAMS CANTILEVER 127

OVER THE PC COLUMNS ON GRID B TO THE EXPANSION JOIST AT THE EXISTING BUILDING. REFER 128

TO 11/S4.1.7. 129

130

QUESTION: On Drawing A1.1.1 at the Secure Parking Area – Alternate #3, there is a reference to Detail 131

7/A1.1.2 but there is no such detail. 132

ANSWER: Refer to revised A1.1.1 in this addendum. 133

134

QUESTION: On Drawing A1.1.2, are all handrails decorative (i.e. ramps) or only at the steps at the plaza 135

area? 136

ANSWER: Only at the plaza steps where stainless steel handrails are indicated. 137

138

QUESTION: Details 26 & 27/A2.4.1 has a Keynote #23 but there is no Keynote #23 listed? 139

ANSWER: Intumescent paint, this will be noted on the drawing. 140

141

QUESTION: Drawing A3.01, Finish Schedule, what does Conc-Pol, Conc-LH & Conc-Slr stand for and 142

are there specs for these finishes? 143

ANSWER: Polished Concrete, Concrete with Liquid Hardener, and Concrete with Sealer. Polished 144

concrete is being deleted. Spec 033000 has information in 2.8 on liquid hardener. A separate spec shall 145

be issued for sealed concrete in a future addendum. 146

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147

QUESTION: Where does the Architectural Precast occur? 148

ANSWER: This specification is being deleted by this addendum. 149

150

QUESTION: Regarding Coiling Door Details on A3.2.2: 1) Which openings are the embed angle shown 151

on 15/A3.2.2 applicable? 152

ANSWER: All exterior overhead coiling doors – total of (2). 153

154

QUESTION: Detail 18 references a stainless steel frame, detail 16 does not reference stainless steel? 155

Confirm material requirement. 156

ANSWER: Frame should be galvanized in details 16 and 18. No stainless steel frame is required. 157

158

QUESTION: Work is not expected to start until about September 2023. The cost of certain materials 159

cannot be forecast that far in the future. Will owner allow GC to purchase and store materials and be paid 160

for same early to avoid unknown cost increases? 161

ANSWER: Yes, the GC may purchase and store materials in a bonded warehouse and submit for 162

payment from Owner of these materials. 163

164

QUESTION: Most details within the drawings do not indicate ETA. Is ETA required at 165

the perimeter of all: A) Curtainwall and B) Storefront openings? If so provide installation details. 166

ANSWER: Yes, per the specification ETA is required. 167

168

QUESTION: The drawings indicate UL Design P815 for the roof assembly fireproofing. 169

This UL Design is a Load Restricted design, is that the intent? We believe UL Design 170

P819 would be the correct UL Design for the Roof Framing Fireproofing. 171

ANSWER: Proceed with P819 for roof framing fireproofing. 172

173

QUESTION: The TA/1 detail shows the glass to be G1 - 1/4" clear glass but the spec section below calls 174

for the transaction windows to have a level 3 ballistic rating. Should the TA/1 windows be quoted per the 175

security window specs? 176

ANSWER: This should be ballistic rated glass. 177

178

QUESTION: The following specification section is referenced and highlighted in several sections but it 179

isn’t the specifications Section 015500 - Site Access and Storage. 180

ANSWER: This specification is not applicable. 181

182

QUESTION: Sheet A5.1.1-Wall Types W3,WA4, WA4A references Limestone but it doesn’t seem to 183

appear on the project anywhere. Am I missing it? 184

ANSWER: This material occurs at the main entry tower of the new courthouse. 185

186

QUESTION: The BDA is covering both the new courthouse and the existing courthouse? Or just the new 187

courthouse section? 188

ANSWER: Included in this addendum. 189

190

QUESTION: What Public Safety frequencies need to be covered? I would need frequencies and channel 191

bandwidth. If you have another contact for this, please give me a name and number/email and I can reach 192

out. 193

ANSWER: The frequency range for the sites in and around Moore County would be from 760 MHz- 869 194

MHz. If they plan to do a channelized BDA, we could provide them the exact frequencies when they are 195

ready for them. 196

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197

QUESTION: Section 3 – Execution below states that the “system hardware will be provided by the 198

owner.” Please advise if this is accurate and if so, what equipment will be provided? 199

ANSWER: Correct only the conduit and cable are the contract. 200

201

QUESTION: What are the conduit requirements? EMT, Rigid metal, etc? Will a 2HR fire rating be 202

required? 203

ANSWER: Included in this addendum 204

205

QUESTION: Are conduit and enclosures required for all coax and couplers/splitters that feed the 206

antennas. We typically use conduit for the vertical donor run to the rooftop antenna but the horizontal 207

conduit requirement varies from county to county. 208


210

QUESTION: Lastly, please share contact information for the AHJ (Authority Having Jurisdiction) for 211

Moore County. This is typically the fire marshal who will be inspecting the BDA system. 212

ANSWER: This will be provided after the bid. 213

214

QUESTION: Drawing E4.2: Are you requiring industry standard per point networking between the fire 215

alarm panels?" 216

ANSWER: Yes. 217

218

QUESTION: Drawing E1.1; Can the bidder provide an alternate to reuse the existing Simplex FACP and 219

make any necessary adjustments to it? The existing fire alarm panel is only 6 years old. The model 220

(4100ES) is still current. Reusing the existing fire alarm panel will provide a large savings for the end 221

user. 222

ANSWER: No, bid a replacement panel. If Simplex is the successful fire alarm contractor, we may 223

consider this as a VE suggestion after the bid. 224

225

QUESTION: Specifications Section 2605 19 permits the utilization of aluminum conductors where 226

specifically shown on the plans. The plans (drawing E5.1) only show copper conductors for feeders. Is it 227

permissible to utilize Aluminum conductors in lieu of the specified copper for all feeder conductors? Due 228

to the rising costs of copper, we would like to ensure we use the most cost effective, code compliant 229

methods for this project. 230

ANSWER: No, bid all copper feeders. 231

232

QUESTION: Is Div 27 subcontractor responsible for main corridor cable tray / basket tray outside the 233

Data Rooms or will that be the Electrical Contractor? 234

ANSWER: Moseley Architects does not delineate the responsibility of individual contractors. Your GC 235

will need to coordinate this work. 236

237

QUESTION: What size basket tray in main corridor? 238


240

QUESTION: Is the tray inside the Data Rooms ladder rack or basket tray? What size? 241

ANSWER: All tray is basket type per 271100. Size is included in this addendum. 242

243

QUESTION: How many cables go to solid triangle? 244

ANSWER: Per the legend, Refer to the detail on E4.1 per the legend. 245

246

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QUESTION: How many cables to nonshaded / open triangle? 247

ANSWER: Per the legend, Refer to the detail on E4.1 per the legend. 248

249

QUESTION: Is the Cat 6A cable to telecommunications outlets shielded or non-shielded? 274116-13 has 250

shielded 6A Keystone jacks for AV systems, so all AV outlets? 251

ANSWER: Data cabling shall be unshielded per 271500. A/V cable shall be shielded per 274116. 252

253

QUESTION: In the Data Rooms, those are 4 post racks not cabinets, correct? 254

ANSWER: Correct. 255

256

QUESTION: If 4 post racks do all 4 posts get vertical wire management? 257

ANSWER: Yes. 258

259

QUESTION: On drawings E2.1.3, if you look at the system furniture symbols, theirs a few locations 260

where there are 3 or 4 workstations being fed from the SF symbol. It asks on E0.1 for 1.25" conduit 261

feeding these, and we can only fit 5 Cat 6A cables in a 1.25" conduit. And it doesn't really specify what is 262

being asked for these workstations as far as cable count per station. 263


265

QUESTION: We are requesting that Simplex Fire Alarm Equipment be added to the list of approved 266

manufacturers. 267


269

QUESTION: PAGE E2.2.1 Addendum 1 – in the two large rooms there are two “$ lv” designations each. 270

They are both noted for light type “T”. Should at least one of these, per room, be for the R1 type light? 271

They require a low voltage dimmer/controller which is not shown. 272

ANSWER: No, The remain lights in the space are controlled only from the bench per keynote 2. 273

274

QUESTION: C5.0 shows location of Sediment pond and temporary diversion swale which appear to be 275

in the footprint of the new building. Confirm these can be removed upon start of building foundation 276

construction. 277

ANSWER: The erosion control plans are currently being reviewed by the state and likely will require 278

revision (as most plans do). At that time, we will revise them to resemble the following; 279

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280

281

282

QUESTION: Will there be any requirement for vibration monitoring and survey for adjacent properties? 283

Will owners testing firm perform this if needed? We do not find this noted in any specification. 284

ANSWER: Within the general notes on sheet C0.1 (Demolition Notes), #4 notes the following; 285

286

287

288

QUESTION: The Glazing specs. mention glass for windborne debris impact resistance (088000 - 4 D) 289

However the glazing systems are designed around standard framing systems that are not hurricane or 290

impact resistant. Is hurricane impact resistant framing and glazing required on this project? 291

ANSWER: No 292

293

QUESTION: Courtroom ceilings per finish schedule drawings, note 13 call for wood veneer wallcovering 294

in various locations. The sections 9, 10, 13 on A9.3.1 show wood paneling. Should all soffits in 295

courtrooms be gyp board? Should veneer wallcovering wrap up soffits? 296

ANSWER: Yes all soffits should be gyp board. Veneer wallcovering should wrap up soffits. 297

298

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QUESTION: Specification 271100, 2.1, C, regarding cable trays, no size of these are provide in 299

specification or on drawings. Please provide required sizes for both new building and existing. 300

ANSWER: Addressed in this addendum. 301

302

QUESTION: A3.0.1, A3.0.2 finish schedules call for AWP at rooms 210, 231, 310, 328 mounting 3'-0 303

AFF per keynote. Are these panels to extend to ceiling? Is there any specific size or layout for each panel? 304

Casework elevations do not show this on wall that has cabinets. 305

ANSWER: Note on the finish schedule revised to: “PROVIDE ACOUSTICAL WALL PANEL ON ALL 306

WALLS EXCEPT CASEWORK WALL. MOUNT ACOUSTICAL WALL PANEL AT 3'-0" AFF. TOP 307

OF PANEL EXTENDS TO CEILING. LAYOUT OF REVEALS SHALL MATCH THE LAYOUT IN 308

THE COURTROOM ACOUSTICAL PANELS BETWEEN PILASTER BAYS: 1'-0" OFFSET ON ALL 309

FOUR SIDES WITH 2 MORE REVEALS 1'-0" APART CENTERED ON THE WALL. REFER TO 310

DETAIL 5/A7.2.1 FOR DESIGN INTENT. PROVIDE METAL TRIM ON EXPOSED EDGES FOR 311

PROTECTION.” 312

313

QUESTION: Regarding cabinets shown on A8.1.1 and A8.1.2 can we assume all of these to be plastic 314

Laminate finish? There are no call out or sections provided for cabinets. 315

ANSWER: General Notes revised to indicate cabinet finish as high pressure plastic laminate. 316

317

QUESTION: Regarding Flooring for Alternate 1 in the existing building, are we to assume that Moisture 318

Vapor Treatment (MVT) as listed in specifications 096519, 2.7, B and 096813, 2.7, B will be required? 319

This is a fairly costly product ($3-4 SF) and there is no way to test existing substrates prior to bid. 320

ANSWER: No, MVT will not be required for in existing building. 321

322

QUESTION: Docket signage equipment lists a HDMI receiver only. Is the source, transmitter and 323

associated cabling being provided by others? 324

ANSWER: Docket signage source, transmitter and associated cabling should be coordinated with 325

owner as to what system has been designated for docket display. 326

327

QUESTION: For all monitors are standard tilt wall mounts (i.e. Chief LTM1U) acceptable? 328

ANSWER: The Chief LTM1U is acceptable for monitor mounting. 329

330

QUESTION: NEC large format displays are End Of Life (i.e. V404, V554, C651Q). What new NEC 331

series should be used in place of the specified models (i.e. ME, M, MA)? 332

ANSWER: NEC model number C651Q should be replaced with ME651. NEC V404 should be 333

replaced by ME431. NEC V554 should be replaced by ME551. 334

335

QUESTION: Is the Extron Link License upgrade required on any of the Crosspoint switchers? 336

ANSWER: The Link License is not necessary on any of the Crosspoint Switchers. 337

338

QUESTION:Courtrooms show (8) HDMI “box” receivers and (2) HDMI wall plate receivers and the 339

drawing shows the opposite, which is correct? 340

ANSWER: Wall mounted displays, attorney desks and projectors should be provided with HDMI 341

“wall plate” receivers. Judge, Clerk and Witness should be provided with HDMI “box” 342

receivers. Receivers located in AV rack should be “box” receivers. 343

344

QUESTION: "The finish schedule calls out for a mix of sheet carpet and carpet tile in courtrooms on 345

levels 2-4. 346

There is not a specification within the project manual for the sheet carpet. 347

ANSWER: Finish schedule revised to indicate Carpet Tile (C-TILE). Sheet carpet is removed. 348

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349

QUESTION: There are two details provided for site concrete paving - Pedestrian Concrete and Heavy 350

Duty Vehicular – shown on C6.0. Sheet C2.0, however, does not distinguish between the two 351

types. Please clarify. 352

ANSWER: On Sheet C2.0, 8” Heavy Duty concrete has the concrete hatch with cross hatching (and is 353

labeled). Standard concrete (4” per detail) has concrete watch (without the cross hatching). This is also 354

labeled on C2.0. Refer to the reissued sheets in prior addendum. 355

356

357

358

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QUESTION: Is the existing building sprinkled? There are no FP drawings for the existing building. How 359

do we determine the FP scope of work for the existing building? 360

ANSWER: The existing building is not sprinklered and there is no scope of sprinkler work for that 361

building. 362

363

QUESTION: On the MPC curved torsion spring, do you have the radius drawn on the plans? I do not see 364

this shown – perhaps I am missing it? 365

ANSWER: Ceiling radius is indicated in spec section Division 9, Section Acoustical Metal Pan Ceiling. 366

367

QUESTION: The specification lists the color for the Torsion Spring system (MPC) still as clear 368

anodized. Is this correct? 369

On the WCP – Armstrong Woodworks Vector – did you happen to look at veneer selections yet? Veneer 370

options can significantly change the price of the wood system and if we have a selection at this moment, 371

the pricing will be more realistic. 372

ANSWER: Selection of metal finish and wood veneer shall occur in CA during color selection. We would 373

like the full range of colors available (not including custom colors) to choose from at that time so that we 374

have enough options to match the other finishes in the space. Choosing a color right now would limit 375

color selection in the rest of the room. 376

377

ATTACHMENTS: 378

SECTION 00116 – INVITATION TO BID 379

SECTION 078100 – APPLIED FIREPROOFING 380

SECTION 095133 – ACOUSTICAL METAL PAN CEILINGS 381

SECTION 276410 – RF BDA SIGNAL BOOSTER SYSTEMS 382

SECTION 283111 – DIGITAL ADDRESSIBLE FIRE ALARM SYSTEM 383

SECTION 331421 – WATER DISTRIBUTION SYSTEM 384

A1.1.1 385

A2.4.1 386

A3.0.1 387

A3.0.2 388

A3.0.3 389

A8.1.1 390

A8.1.2 391

E0.1 392

E2.1.3 393

394

END OF ADDENDUM NO 3 395

MOORE COUNTY NEW COURTHOUSE AND RENOVATION


Architect’s Project No: 582405

4/12/2021 (ADDENDUM 3) ITB–1

INVITATION TO BID -IFB 2021-09

Sealed bids for construction of the MOORE COUNTY NEW COURTHOUSE AND

RENOVATION in Carthage, North Carolina will be received by Moore County Purchasing, attn:

Terra Vuncannon, at 206 South Ray Street Carthage NC, 28327; until 4:00 p.m., local prevailing time,

April 22nd, 2021, and then publicly opened and read immediately thereafter. A drop box is available

in the lobby at 206 South Ray Street for bids or they may be hand-delivered.

Bids received after the announced time and date for submittal, whether by mail or otherwise, will be

rejected. Bidders are responsible for ensuring their Bid is received before the deadline indicated. Bids

submitted by telephone, email, text message, or facsimile shall not be accepted.

Due to COVID 19 all attendees MUST adhere to County and CDC guidelines for protective measures.

Attendees must wear a face covering and maintain social distance protocol. A temperature kiosk is in

the lobby and staff will provide a screening checklist prior to entry to the bid opening.

The Project generally consists of the construction of a new multi-story courthouse in downtown

Carthage and a renovation of the existing courthouse. Construction is anticipated to begin in Summer

2021.

Responses to any questions/clarifications will be in the form of addenda if required. The last day for

questions/clarifications shall be placed by the end of the day at 5:00 PM on April 12, 2021.

Beginning on March 19, 2021, all Bidders may obtain, and/or examine electronic Bidding Documents

by visiting moseleyarchitects.com, “Bidding.” In order for Moseley Architects to maintain an accurate

list of planholders, each Offeror shall forward and complete the following required steps:

1. Visit moseleyarchitects.com, click the “Bidding” tab at the top of the page, scroll to Moore

County New Courthouse and Renovation click on “Bid Documents”, and follow the

instructions to “Request a key.” Once complete, access to the electronic Bidding Document

files can be obtained, saved, and or examined as needed. Addenda for the Project will be

posted to the above listed website.

A MANDATORY Pre-Bid Conference will be held at 10:00 am on March 26th, 2021 in the BOC

Courtroom in the historic courthouse at 1 Courthouse Square, Carthage, NC 28327. The Pre-Bid is

mandatory for General Contractors only, although sub-contractors are also encouraged to attend.

A site visit to tour the existing courthouse will be conducted on Friday, April 16th @ 2:30. Each

Company shall be limited to two people for the tour.

Bidding documents and addenda may also be obtained through the Moore County NC website at

www.moorecountync.gov/financial-services/purchasing.

Any questions relating to the Bidding Documents shall be directed in writing to Terra Vuncannon

(Purchasing Manager) at [email protected]. no later than 5:00 pm on April 12,

2021.

The County reserves the right to reject any and/or all bids.

END OF INVITATION TO BID

MOORE COUNTY COURTHOUSE AND RENOVATION CARTHAGE, NORTH CAROLINA

Architect's Project No.: 582405

APPLIED FIREPROOFING (*AD 03) 078100 - 1

SECTION 078100 - APPLIED FIREPROOFING (*AD 03)

PART 1 - GENERAL

1.1 RELATED DOCUMENTSA. Provisions of the Contract and Contract Documents apply to this Section.

1.2 SUMMARY

A. Section includes sprayed fire-resistive materials (SFRM). Extent of applied fireproofing is indicated on Life Safety (LS) series drawings. (*AD 03)

1.3 PREINSTALLATION MEETINGSA. Preinstallation Conference: Conduct conference at Project site.

1. Review products, design ratings, restrained and unrestrained conditions, densities, thicknesses, bond strengths, and other performance requirements.

2. Review and finalize construction schedule and verify sequencing and coordination requirements.

3. Review weather predictions, ambient conditions, and proposed temporary protections for SFRM during and after installation.

4. Review surface conditions and preparations.5. Review field quality-control testing procedures.

1.4 ACTION SUBMITTALSA. Product Data: For each type of product.B. Shop Drawings: Framing plans, schedules, or both, indicating the following:

1. Extent of fireproofing for each construction and fire-resistance rating.2. Applicable fire-resistance design designations of a qualified testing and inspecting

agency acceptable to authorities having jurisdiction.3. Minimum fireproofing thicknesses needed to achieve required fire-resistance rating of

each structural component and assembly.a. All design applications for this project are for unrestrained conditions unless

explicitly stated otherwise in the documents for specific locations.b. Fire-resistance design thicknesses for open web steel joists shall be based on

testing at a maximum allowable stress of 30 ksi matching SJI’s “Standard Specifications Load Tables and Weight Tables for Steel Joists and Joist Girders.”

4. Treatment of fireproofing after application.

1.5 INFORMATIONAL SUBMITTALSA. Qualification Data: For Installer and testing agency.B. Product Certificates: For each type of fireproofing.C. Evaluation Reports: For fireproofing, from ICC-ES.D. Preconstruction Test Reports: For fireproofing. (*AD 03)E. Warranties: Sample form for special warranties specified in this Section.F. Inspection Report: Copies of SFRM system manufacturer`s inspection report of completed

SFRM installation, and of field inspection reports for startup and in-progress inspections.




1.6 QUALITY ASSURANCEA. Installer Qualifications: A firm or individual certified, licensed, or otherwise qualified by

fireproofing manufacturer as experienced and with sufficient trained staff to install manufacturer`s products according to specified requirements.

B. Inspection Reports of SFRM Manufacturer`s Representative: SFRM manufacturer`s representative shall inspect the work and provide copies of his inspection reports to the Architect and the Owner. The Installer shall notify manufacturer`s representative of intended start date and schedule of roofing work.1. The Installer and SFRM manufacturer`s representative shall inspect the substrate

surfaces and applications to receive SFRM system prior to beginning installation.2. The SFRM manufacturer`s representative shall inspect the work no less than three

times (startup, in-progress, and end-of-installation warranty inspection) during the application of the system & submit copies of inspection reports to the Architect & Owner within 7 days of the inspection.

1.7 FIELD CONDITIONSA. Environmental Limitations: Do not apply fireproofing when ambient or substrate temperature

is 44 deg F or lower unless temporary protection and heat are provided to maintain temperature at or above this level for 24 hours before, during, and for 24 hours after product application.

B. Ventilation: Ventilate building spaces during and after application of fireproofing, providing complete air exchanges according to manufacturer`s written instructions. Use natural means or, if they are inadequate, forced-air circulation until fireproofing dries thoroughly.

1.8 COORDINATIONA. Sequence and coordinate application of SFRM with other related work specified in other

Sections to comply with the following requirements:1. Provide temporary enclosure as required to confine spraying operations and protect the

environment.2. Provide temporary enclosures for applications to prevent deterioration of fire-resistive

material due to exposure to weather and to unfavorable ambient conditions for humidity, temperature, and ventilation.

3. Avoid unnecessary exposure of fire-resistive material to abrasion and other damage likely to occur during construction operations subsequent to its application.

1.9 WARRANTYA. Special Warranty: Installer’s form in which installer agrees to repair or replace applied

fireproofing that fails in materials or workmanship within specified warranty period.1. Failures include, but are not limited to, the following:

a. Cracking, flaking, spalling, or eroding in excess of specified requirements; peeling; or delaminating of applied fireproofing from substrates.

b. Not covered under the warranty are failures due to damage by occupants and Owner`s maintenance personnel, exposure to environmental conditions other than those investigated and approved during fire-response testing, and other causes not reasonably foreseeable under conditions of normal use.

2. Warranty Period: Two years from date of Substantial Completion.




PART 2 - PRODUCTS

2.1 MATERIALS, GENERALA. Assemblies: Provide fireproofing, including auxiliary materials, according to requirements of

each fire-resistance design and manufacturer`s written instructions.B. Source Limitations: Obtain fireproofing for each fire-resistance design from single source.C. Fire-Resistance Design: Indicated on Drawings, tested according to ASTM E 119 or UL 263

by a qualified testing agency. Identify products with appropriate markings of applicable testing agency.1. Steel members are to be considered unrestrained unless specifically noted otherwise.

D. Asbestos: Provide products containing no detectable asbestos.

2.2 SPRAYED FIRE-RESISTIVE MATERIALSA. SFRM: Manufacturer`s standard, factory-mixed, lightweight, dry formulation, complying

with indicated fire-resistance design, and mixed with water at Project site to form a slurry or mortar before conveyance and application or conveyed in a dry state and mixed with atomized water at place of application.1. Standard Density Cementitious Products: Subject to compliance with requirements,

available products that may be incorporated into the Work include, but are not limited to, the following:

a. Carboline Company, subsidiary of RPM International; Pyrolite 15.b. GCP Applied Technologies; Monokote MK-6 Series.c. Isolatek International; Cafco 300.d. Schundler Company (The); Classic 5 LD.e. Southwest Fireproofing Products Co.; Type 5GP.

2. Sprayed Fiber Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following:

a. Isolatek International; Cafco Blaze-Shield II.1. Bond Strength: Minimum 300-lbf/sq. ft. cohesive and adhesive strength based on field

lab testing according to ASTM E 736. Refer to Part 3 article “Field Quality Control” for field testing requirements. (*AD 03)

3. Density: Not less than 15 lb/cu. ft. and as specified in the approved fire-resistance design, according to ASTM E 605.

4. Thickness: As required for fire-resistance design indicated, measured according to requirements of fire-resistance design or ASTM E 605, whichever is thicker, but not less than 0.375 inch.

5. Combustion Characteristics: Less than 5 MJ/m2 total, 20 kw/m2 peak heat release 20 kw/m2 peak heat release according to ASTM E 1354. ASTM E 136.

6. Surface-Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency.

a. Flame-Spread Index: 10 or less.b. Smoke-Developed Index: 10 or less.

7. Compressive Strength: Minimum 10 lbf/sq. in. (68.9 kPa) according to ASTM E 761.8. Corrosion Resistance: No evidence of corrosion according to ASTM E 937.9. Deflection: No cracking, spalling, or delamination according to ASTM E 759.




10. Effect of Impact on Bonding: No cracking, spalling, or delamination according to ASTM E 760.

11. Air Erosion: Maximum weight loss of 0.005 g/sq. ft. (0.054 g/sq. m) 0.025 g/sq. ft. (0.270 g/sq. m) in 24 hours according to ASTM E 859.

12. Fungal Resistance: Treat products with manufacturer`s standard antimicrobial formulation to result in no growth on specimens per ASTM G 21 or rating of 10 according to ASTM D 3274 when tested according to ASTM D 3273.

13. Finish: As selected by Architect from manufacturer`s standard finishes.B. Medium Density Cementitious Products:

1. Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following:

a. Carboline Company, subsidiary of RPM International; Type 7MD.b. GCP Applied Technologies; Monokote Z-106/HYc. Isolatek International; Cafco 400.

2. Bond Strength: Minimum 2000-lbf/sq. ft. cohesive and adhesive strength based on field lab testing according to ASTM E 736. Refer to Part 3 article “Field Quality Control” for field testing requirements. (*AD 03)

2. Density: Not less than 22 lb/cu. ft. and as specified in the approved fire-resistance design, according to ASTM E 605.

3. Thickness: As required for fire-resistance design indicated, measured according to requirements of fire-resistance design or ASTM E 605, whichever is thicker, but not less than 0.375 inch.

4. Combustion Characteristics: Less than 5 MJ/m2 total, 20 kw/m2 peak heat release 20 kw/m2 peak heat release according to ASTM E 1354.

5. Surface-Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency.

a. Flame-Spread Index: 10 or less.b. Smoke-Developed Index: 10 or less.

6. Compressive Strength: Minimum 100 lbf/sq. in. according to ASTM E 761.7. Corrosion Resistance: No evidence of corrosion according to ASTM E 937.8. Deflection: No cracking, spalling, or delamination according to ASTM E 759.9. Effect of Impact on Bonding: No cracking, spalling, or delamination according to

ASTM E 760.10. Air Erosion: Maximum weight loss of 0.025 g/sq. ft. in 24 hours according to

ASTM E 859.11. Fungal Resistance: Treat products with manufacturer`s standard antimicrobial

formulation to result in no growth on specimens per ASTM G 21.

2.3 AUXILIARY MATERIALSA. General: Provide auxiliary materials that are compatible with fireproofing and substrates and

are approved by UL or another testing and inspecting agency acceptable to authorities having jurisdiction for use in fire-resistance designs indicated.

B. Substrate Primers: Primers approved by fireproofing manufacturer and complying with one or both of the following requirements:1. Primer and substrate are identical to those tested in required fire-resistance design by

UL or another testing and inspecting agency acceptable to authorities having jurisdiction.




2. Primer`s bond strength in required fire-resistance design complies with specified bond strength for fireproofing and with requirements in UL`s “Fire Resistance Directory” or in the listings of another qualified testing agency acceptable to authorities having jurisdiction, based on a series of bond tests according to ASTM E 736.

C. Bonding Agent: Product approved by fireproofing manufacturer and complying with requirements in UL`s “Fire Resistance Directory” or in the listings of another qualified testing agency acceptable to authorities having jurisdiction.

D. Metal Lath: Expanded metal lath fabricated from material of weight, configuration, and finish required, according to fire-resistance designs indicated and fireproofing manu-facturer`s written recommendations. Include clips, lathing accessories, corner beads, and other anchorage devices required to attach lath to substrates and to receive fireproofing.

E. Sealer: Transparent-drying, water-dispersible, tinted protective coating recommended in writing by fireproofing manufacturer for each fire-resistance design.1. Product: Subject to compliance with requirements, provide “Cafco Bond-Seal

Type X” by Isolatek International or comparable product by primary SFRM manufacturer. (*AD 03)

F. Topcoat: Suitable for application over applied fireproofing; of type recommended in writing by fireproofing manufacturer for each fire-resistance design. (*AD 03)

PART 3 - EXECUTION

3.1 EXAMINATIONA. Examine substrates, areas, and conditions, with Installer present, for compliance with

requirements for substrates and other conditions affecting performance of the Work and according to each fire-resistance design. Verify compliance with the following:1. Substrates are free of dirt, oil, grease, release agents, rolling compounds, mill scale,

loose scale, incompatible primers, paints, and encapsulants, or other foreign substances capable of impairing bond of fireproofing with substrates under conditions of normal use or fire exposure.

2. Objects penetrating fireproofing, including clips, hangers, support sleeves, and similar items, are securely attached to substrates.

3. Substrates receiving fireproofing are not obstructed by ducts, piping, equipment, or other suspended construction that will interfere with fireproofing application.

B. Verify that concrete work on steel deck has been completed before beginning fireproofing work.

C. Verify that roof construction, installation of roof-top HVAC equipment, and other related work is complete before beginning fireproofing work.

D. Conduct tests according to fireproofing manufacturer`s written recommendations to verify that substrates are free of substances capable of interfering with bond.

E. Prepare written report, endorsed by Installer, listing conditions detrimental to performance of the Work.

F. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATIONA. Cover other work subject to damage from fallout or overspray of fireproofing materials during

application.




B. Clean substrates of substances that could impair bond of fireproofing.C. Prime substrates where included in fire-resistance design and where recommended in writing

by fireproofing manufacturer unless compatible shop primer has been applied and is in satisfactory condition to receive fireproofing.

D. For applications visible on completion of Project, repair substrates to remove surface imperfections that could affect uniformity of texture and thickness in finished surface of fireproofing. Remove minor projections and fill voids that would telegraph through fire-resistive products after application.

3.3 APPLICATIONA. Construct fireproofing assemblies that are identical to fire-resistance design indicated and

products as specified, tested, and substantiated by test reports; for thickness, primers, sealers, topcoats, finishing, and other materials and procedures affecting fireproofing work.

B. Comply with fireproofing manufacturer`s written instructions for mixing materials, application procedures, and types of equipment used to mix, convey, and apply fireproofing; as applicable to particular conditions of installation and as required to achieve fire-resistance ratings indicated.

C. Coordinate application of fireproofing with other construction to minimize need to cut or remove fireproofing.1. Do not begin applying fireproofing until clips, hangers, supports, sleeves, and other

items penetrating fireproofing are in place.2. Defer installing ducts, piping, and other items that would interfere with applying

fireproofing until application of fireproofing is completed.3. Coat non-structural elements attached to rated structural members, including but not

being limited to, CFSF members, clips, hangers, support sleeves, and similar items, with the same thickness of material applied to the rated structural members, for a distance of 2-feet-0-inch from the point of contact to the rated structural members.

D. Metal Decks:1. Do not apply fireproofing to underside of metal deck substrates until concrete topping,

if any, has been completed.2. Do not apply fireproofing to underside of metal roof deck until roofing has been

completed; prohibit roof traffic during application and drying of fireproofing.E. Install auxiliary materials as required, as detailed, and according to fire-resistance design and

fireproofing manufacturer`s written recommendations for conditions of exposure and intended use. For auxiliary materials, use attachment and anchorage devices of type recommended in writing by fireproofing manufacturer.

F. Spray apply fireproofing to maximum extent possible. Following the spraying operation in each area, complete the coverage by trowel application or other placement method recommended in writing by fireproofing manufacturer.

G. Extend fireproofing in full thickness over entire area of each substrate to be protected.H. Install body of fireproofing in a single course unless otherwise recommended in writing by

fireproofing manufacturer.I. Where sealers are used, apply products that are tinted to differentiate them from fireproofing

over which they are applied.J. Provide a uniform finish complying with description indicated for each type of fireproofing

material and matching finish approved for required mockups.




K. Cure fireproofing according to fireproofing manufacturer`s written recommendations.L. Do not install enclosing or concealing construction until after fireproofing has been applied,

inspected, and tested and corrections have been made to deficient applications.

3.4 FIELD QUALITY CONTROLA. Special Inspections: Owner will engage a qualified special inspector to perform the following

special inspections:1. Test and inspect as required by the NCBC.2. Testing Services: All spray-applied fireproofing shall be tested after installation

according to ASTM E-605 and ASTM E-736, latest editions. Mastics shall be tested in accordance with AWCI 12-B.

a. Standard Density SFRM: Minimum bond strength shall be 200 psf when field tested per STAM E 736.

b. Medium Density SFRM: Minimum bond strength shall be 430 psf when field tested per ASTM E 736. (*AD 03)

B. Perform the tests and inspections of completed Work in successive stages. Do not proceed with application of fireproofing for the next area until test results for previously completed applications of fireproofing show compliance with requirements. Tested values must equal or exceed values as specified and as indicated and required for approved fire-resistance design.

C. Fireproofing will be considered defective if it does not pass tests and inspections.1. Remove and replace fireproofing that does not pass tests and inspections, and retest.2. Apply additional fireproofing, per manufacturer`s written instructions, where test

results indicate insufficient thickness, and retest.D. Prepare test and inspection reports.

3.5 CLEANING, PROTECTING, AND REPAIRINGA. Cleaning: Immediately after completing spraying operations in each containable area of

Project, remove material overspray and fallout from surfaces of other construction and clean exposed surfaces to remove evidence of soiling.

B. Protect fireproofing, according to advice of manufacturer and Installer, from damage resulting from construction operations or other causes, so fireproofing will be without damage or deterioration at time of Substantial Completion.

C. As installation of other construction proceeds, inspect fireproofing and repair damaged areas and fireproofing removed due to work of other trades.

D. Repair fireproofing damaged by other work before concealing it with other construction.E. Repair fireproofing by reapplying it using same method as original installation or using

manufacturer`s recommended trowel-applied product.

3.6 SFRM APPLICATION SCHEDULE

A. Provide SFRM types as follows:1. Standard Density: All concealed applications.2. Standard Density with Sealer: Exposed overhead applications not subject to touch

(exposed overhead decking and structure).3. Medium Density: Exposed application subject to touch (exposed vertical

structural elements). (*AD 03)




END OF SECTION 078100

MOORE COUNTY COURTHOUSE AND RENOVATION



ACOUSTICAL METAL PAN CEILINGS (*AD 01) (*AD 03) 095133 - 1

SECTION 095133 - ACOUSTICAL METAL PAN CEILINGS (*AD 03)

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Provisions of the Contract and of the Contract Documents apply to this Section.

1.2 DEFINITIONS

A. CAC: Ceiling Attenuation Class.

B. LR: Light Reflectance coefficient.

C. NRC: Noise Reduction Coefficient.

1.3 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Coordination Drawings: Reflected ceiling plans, drawn to scale, on which the following items

are shown and coordinated with each other, based on input from installers of the items

involved:

1. Ceiling suspension members.

2. Method of attaching hangers to building structure.

a. Furnish layouts for cast-in-place anchors, clips, and other ceiling attachment

devices whose installation is specified in other Sections.

3. Ceiling-mounted items including lighting fixtures, diffusers, grilles, speakers,

sprinklers, and access panels.

4. Ceiling perimeter and penetrations through the ceiling; trim and moldings.

5. Minimum Drawing Scale: 1/4 inch = 1 foot (1:48).

C. Samples for Initial Selection: For components with factory-applied color and other decorative

finishes.

D. Samples for Verification: For each component indicated and for each exposed finish required,

prepared on Samples of size indicated below.

1. Metal Pan: Set of full-size Samples of each type, finish, color, pattern, and

texture. Show pan edge profile.

2. Exposed Suspension System Members, Moldings and Trim: Set of 12-inch- (300-mm-

) long Samples of each type, finish, and color.

3. Sound Absorber: Match size of Sample metal pan.

E. Qualification Data: For testing agency.

F. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified

testing agency, for each acoustical metal pan ceiling.

G. Research/Evaluation Reports: For acoustical metal pan ceiling and components and anchor

type.

H. Maintenance Data: For finishes to include in maintenance manuals.

1.4 QUALITY ASSURANCE

A. Acoustical Testing Agency Qualifications: An independent testing laboratory or an NVLAP-

accredited laboratory, with the experience and capability to conduct the testing indicated, as

documented according to ASTM E 548. NVLAP-accredited laboratories must document





accreditation, based on a “Certificate of Accreditation” and a “Scope of Accreditation” listing

the test methods specified.

B. Source Limitations:

1. Acoustical Ceiling Panels: Obtain each type through one source from a single

manufacturer.

2. Suspension Systems: Obtain each type through one source from a single manufacturer.

C. Source Limitations for Acoustical Metal Pan Ceilings: Obtain each set of acoustical metal

pans and exposed suspension systems from one source with resources to provide products of

consistent quality in appearance, physical properties, and performance.

D. Fire-Test-Response Characteristics: Provide acoustical metal pan ceilings with surface-

burning characteristics complying with ASTM E 1264 for Class A materials as determined

by testing identical products per ASTM E 84 by UL or another testing and inspecting agency

acceptable to authorities having jurisdiction.

E. Seismic Standard: Provide acoustical metal pan ceilings designed and installed to withstand

the effects of earthquake motions, for seismic design category indicated, according to the

following:

1. Current edition of the NCBC, which references applicable requirements of ASCE 7,

“Minimum Design Loads for Buildings and Other Structures,” which references

applicable requirements of ASTM E 580, “Installation of Ceiling Suspension Systems

for Acoustical Tile and Lay-in Panels in Areas Subject to Earthquake Ground

Motions.”

2. Standard for Ceiling Suspension Systems Requiring Seismic Restraint: Comply with

ASTM E 580.

3. CISCA`s Recommendations for Acoustical Ceilings: Comply with CISCA`s

“Recommendations for Direct-Hung Acoustical Tile and Lay-in Panel Ceilings--

Seismic Zones 0-2.”

4. CISCA`s Guidelines for Systems Requiring Seismic Restraint: Comply with CISCA`s

“Guidelines for Seismic Restraint of Direct-Hung Suspended Ceiling Assemblies--

Seismic Zones 3 & 4.”

5. UBC Standard 25-2, “Metal Suspension Systems for Acoustical Tile and for Lay-in

Panel Ceilings.”

F. Mockups: Build mockups to verify selections made under sample submittals and to

demonstrate aesthetic effects and set quality standards for materials and execution.

1. Approved mockups may become part of the completed Work if undisturbed at time of

Substantial Completion.

G. Preinstallation Conference: Conduct conference at Project site to comply with requirements

in Division 1 Section “Project Management and Coordination.”

1.5 DELIVERY, STORAGE, AND HANDLING

A. Deliver acoustical metal pans, suspension system components, and accessories to Project site

in original, unopened packages and store them in a fully enclosed, conditioned space where

they will be protected against damage from moisture, humidity, temperature extremes, direct

sunlight, surface contamination, and other causes.

1.6 PROJECT CONDITIONS

A. Environmental Limitations: Do not install acoustical metal pan ceilings until spaces are

enclosed and weatherproof, wet work in spaces is complete and dry, work above ceilings is





complete, and ambient temperature and humidity conditions are maintained at the levels

indicated for Project when occupied for its intended use.

1.7 COORDINATION

A. Coordinate layout and installation of acoustical metal pans and suspension system with other

construction that penetrates ceilings or is supported by them, including light fixtures, HVAC

equipment, fire-suppression system, and partition assemblies.

1.8 EXTRA MATERIALS

A. Furnish extra materials described below that match products installed and that are packaged

with protective covering for storage and identified with labels describing contents.

1. Acoustical Metal Pans: Full-size units equal to 3 boxes each of 10 pieces.

2. Suspension System Components: Quantity of each grid and exposed molding and trim

equal to 1 box each of 30 pieces

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. In other Part 2 articles where titles below introduce lists, the following requirements apply to

product selection:

1. Products: Subject to compliance with requirements, provide one of the products

specified.

2.2 ACOUSTICAL METAL CEILING PANS

A. Acoustical Metal Pan Standard: Provide manufacturer`s standard acoustical metal pans of

configuration indicated that comply with ASTM E 1264 classifications as designated by

types, acoustical ratings, and light reflectances, unless otherwise indicated.

1. Mounting Method for Measuring NRC: Type E-400; plenum mounting in which face

of test specimen is 15-3/4 inches (400 mm) away from test surface per ASTM E 795.

B. Sheet Metal Characteristics: For metal fabrications exposed to view in the completed Work,

provide materials with smooth, flat surfaces without blemishes. Do not use materials with

exposed pitting, seam marks, roller marks, roughness, stains, or discolorations.

1. Aluminum Sheet: Roll-formed aluminum sheet, complying with ASTM B 209

(ASTM B 209M); alloy and temper recommended by aluminum producer and finisher

for type of use and finish indicated.

2. Steel Sheet: Commercial-quality, cold-rolled, carbon-steel sheet; stretcher leveled;

with protective coating complying with ASTM C 635.

a. Painted Finishes: Electrolytic zinc-coated steel complying with

ASTM A 591/A 591M, 40Z (12G) coating, surface treatment as recommended

by finish manufacturer for type of use and finish indicated.

b. Chemical/Mechanical Finishes: Uncoated steel sheet complying with

ASTM A 1008/A 1008M with luster or bright finish as required by finisher for

applying electroplating or other metallic-finishing processes.

3. Stainless-Steel Sheet: Complying with ASTM A 240/A 240M, Type 304.

C. Pan Fabrication: Manufacturer`s standard units of size, profile, and edge treatment indicated,

formed from metal indicated and finished to comply with requirements indicated.

1. Lay-in Pans: Formed to set in exposed suspension grid.





2. Clip-in Pans: Designed to clip-in and be securely retained in suspension grid by formed

edges or accessory clips.

3. Torsion-Spring-Hinged Pans: Designed to be securely retained in preslotted

suspension grid by torsion springs.

D. Sound-Absorbent Pads: Provide width and length to completely fill concealed surface of pan,

with surface-burning characteristics for flame-spread index of 25 or less and smoke-

developed index of 50 or less, as determined by testing per ASTM E 84, and to comply with

the following requirements:

1. Unwrapped, Glass-Fiber Insulation: Black coated, unfaced, complying with

ASTM C 553, Type I, II, or III; not less than 1-lb/cu. ft. (16-kg/cu. m) density; treated

to be non-dusting; and as follows:

a. Thickness: 1 inch (25 mm).

2. Spacer Grids: Provide manufacturer`s standard aluminum grid units that provide an air

cushion between metal pans and insulation pads and that act to improve sound

absorption.

3. Sound Attenuation Panels: Provide manufacturer`s standard aluminum nonperforated

metal backing unit that acts as a sound-attenuating pan to reduce the travel of sound

through ceiling plenum into adjoining rooms.

a. Sound-Absorbent Pads: Provide secondary sound-absorbent pads, same as

specified for primary pads, for placement over sound attenuation pan to reduce

plenum sound.

2.3 ALUMINUM METAL PANS FOR ACOUSTICAL METAL PAN CEILING (MPC-A) –

ROOMS 206 AND 306 (*AD 01)

A. Available Basis of Design Products: Subject to compliance with requirements, provide

custom curved system from the Armstrong; “MetalWorks Torsion Spring” product

family or one of the following: (*AD 01)

1. Armstrong World Industries, Inc.; “MetalWorks Torsion Spring” Item #DS18524

(Basis-Of-Design).

2. Rockfon; “CurvGrid.” Arktura (*AD 01) CertainTEED(*AD 03)

3. 0.70 NRCUSG Interiors, Inc.; “Curvatura.”

B. Classification: Units complying with ASTM E 1264 for Type VII, perforated aluminum

facing (pan) with mineral- or glass-fiber-base backing.

1. Pattern: Armstrong, M15 (Basis of Design) (perforated, small holes) regularly spaced,

with uniform perforations of dimension, holes per square foot, and percent open area

as selected from manufacturer`s full range.

C. Pan Type: Torsion-spring-hinged pan.

D. Pan Thickness: Not less than 0.040 inch (1.0 mm).

E. Pan Edge Detail: Butt edge.

F. Pan Joint Detail: Butt.

G. Pan Size: 24 deep by 3 equal panel widths as indicated on drawings. (*AD 01)

H. Pan Shape: Curved Pan Radius: 39’-6” (*AD 01)

I. Pan Face Finish: Clear anodized aluminum. (*AD 01)

J. NRC: Not less than 0.90.

K. CAC: Not less than 35.





2.4 ALUMINUM METAL PANS FOR ACOUSTICAL METAL PAN CEILING (MPC-B)

– ROOMS 227 AND 337 (*AD 01)

A. Basis of Design Products: Subject to compliance with requirements, provide custom

curved system from the Armstrong; “MetalWorks Torsion Spring” product family or

one of the following:

1. Arktura CertainTEED(*AD 03)

2. USG Interiors, Inc.



1. Pattern: Armstrong, M15 (Basis of Design) (perforated, small holes) regularly

spaced, with uniform perforations of dimension, holes per square foot, and

percent open area as selected from manufacturer`s full range.





G. Pan Size: 24 deep by 3 equal panel widths as indicated on drawings.

H. Pan Radius: 29’-8”

I. Pan Face Finish: Clear anodized aluminum.



2.5 ALUMINUM METAL PANS FOR ACOUSTICAL METAL PAN CEILING (MPC-C)

– ROOMS 404 AND 418 (*AD 01)

A. Basis of Design Products: Subject to compliance with requirements, provide custom

curved system from the Armstrong; “MetalWorks Torsion Spring” product family or

one of the following:

1. Arktura CertainTEED(*AD 03)

2. USG Interiors, Inc.



1. Pattern: Armstrong, M15 (Basis of Design) (perforated, small holes) regularly

spaced, with uniform perforations of dimension, holes per square foot, and

percent open area as selected from manufacturer`s full range.





G. Pan Size: 24 deep by 3 equal panel widths as indicated on drawings.

H. Pan Radius: 27’-1”

I. Pan Face Finish: Clear anodized aluminum.







2.6 METAL SUSPENSION SYSTEMS

A. Metal Suspension System Standard: Provide manufacturer`s standard direct-hung metal

suspension systems of types, structural classifications, and finishes indicated that comply with

applicable ASTM C 635 requirements.

B. Suspension Systems: Provide systems complete with runners, splice sections, connector

clips, hangers, molding, trim, retention clips, load-resisting struts, and other suspension

components required to support ceiling units and other ceiling-supported construction.

C. Attachment Devices: Size for 5 times the design load indicated in ASTM C 635, Table 1,

Direct Hung, unless otherwise indicated.

1. Cast-in-Place and Postinstalled Anchors in Concrete: Anchors of type and material

indicated below, with holes or loops for attaching hangers of type indicated and with

capability to sustain, without failure, a load equal to five times that imposed by ceiling

construction, as determined by testing per ASTM E 488 or ASTM E 1512 as

applicable, conducted by a qualified testing and inspecting agency.

a. Type: Cast-in-place anchors.

b. Type: Postinstalled expansion anchors.

c. Type: Postinstalled adhesive anchors.

d. Corrosion Protection: Carbon-steel components zinc plated to comply with

ASTM B 633, Class Fe/Zn 5 (0.005 mm) for Class SC service condition (mild).

e. Corrosion Protection: Stainless-steel components complying with ASTM F 593

and ASTM F 594, Group 1 Alloy 304 or 316 for bolts; Alloy 304 or 316 for

anchor.

f. Corrosion Protection: Components fabricated from nickel-copper-alloy rods

complying with ASTM B 164 for UNS No. N04400 alloy.

2. Power-Actuated Fasteners in Concrete: Fastener system of type suitable for

application indicated, fabricated from corrosion-resistant materials, with clips or other

accessory devices for attaching hangers of type indicated, and with capability to

sustain, without failure, a load equal to 10 times that imposed by ceiling construction,

as determined by testing per ASTM E 1190, conducted by a qualified testing and

inspecting agency.

D. Wire Hangers, Braces, and Ties: Provide wire complying with the following requirements:

1. Zinc-Coated Carbon-Steel Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft

temper.

2. Nickel-Copper-Alloy Wire: ASTM B 164, nickel-copper-alloy UNS No. N04400.

3. Size: Select wire diameter so its stress at 3 times hanger design load (ASTM C 635,

Table 1, Direct Hung) will be less than yield stress of wire, but provide not less than

0.106-inch- (2.69-mm-) diameter wire.

E. Hanger Rods: Mild steel, zinc coated or protected with rust-inhibitive paint.

F. Angle Hangers: Angles with legs not less than 7/8 inch (22 mm) wide; formed with 0.04-

inch- (1-mm-) thick, galvanized steel sheet complying with ASTM A 653/A 653M, G90

(Z275) coating designation; with bolted connections and 5/16-inch- (8-mm-) diameter bolts.

G. Seismic Struts: Manufacturer`s standard compression struts designed to accommodate

seismic forces.

H. Seismic Clips: Manufacturer`s standard seismic clips designed and spaced to secure

acoustical metal pans in place.





I. Hold-Down Clips: Manufacturer`s standard hold-down clips spaced to secure acoustical

metal pans in place to molding and trim at perimeter.

J. Exposed Metal Edge Moldings and Trim: Provide exposed members as indicated or required

to comply with seismic requirements of authorities having jurisdiction, to conceal edges of

and penetrations through ceiling, to conceal edges of pans and runners, for fixture trim and

adapters, for fasciae at changes in ceiling height, and for other conditions; of metal and finish

matching acoustical metal pan ceiling units, unless otherwise indicated.

1. For Circular Penetrations of Ceiling: Fabricate edge moldings to diameter required to

fit penetration exactly.

2.7 METAL SUSPENSION SYSTEM FOR ACOUSTICAL PANEL CEILING (MPC) (*AD

01)

A. Products: Subject to compliance with requirements, provide custom curved cross tees by

one of the following: (*AD 01)

1. Armstrong World Industries, Inc.; “Prelude XL”

2. Chicago Metallic Corp.; “1200 HRCmax/211-1274 Main Tee” Arktura (*AD 01)

3. CertainTeed Ceilings, Inc.; “15/16" Classic Stab System”

4. USG Interiors, Inc.; “DX 24 System” (Donn)

B. Wide-Face, Capped, Double-Web, Steel Suspension System: Main and cross runners roll

formed from cold-rolled steel sheet, prepainted, electrolytically zinc coated, or hot-dip

galvanized according to ASTM A 653/A 653M, not less than G30 (Z90) coating designation,

with prefinished 15/16-inch- (24-mm-) wide metal caps on flanges. Provide main beams and

48-inch (1220 mm) length cross-tees of same depth and support load carrying capacity

required for main beams for specified structural class (intermediate duty). Provide positive

locking cross-tee to main beam connection and override cross-tee ends, and a bayonet type

end coupling (vs. knuckle type) for main runners. Custom curved extruded cross tees and

pre-slotted main runners. (*AD 01)

1. Structural Classification: Intermediate-duty system. Custom perimeter trim. (*AD

01)

2. End Condition of Cross Runners: Override (stepped) type. Spreader hold down (*AD

01)

3. Face Design: Flat, flush. Torsion spring hook access tool (*AD 01)

4. Cap Material: Aluminum cold-rolled sheet. Torsion spring suction access tool. (*AD

01)

5. Cap Finish: Natural finish for aluminum.

2.8 ACOUSTICAL SEALANT

A. Products:

1. Acoustical Sealant for Exposed and Concealed Joints:

a. Pecora Corp; AC-20 FTR Acoustical and Insulation Sealant.

b. United States Gypsum Co.; SHEETROCK Acoustical Sealant.

2. Acoustical Sealant for Concealed Joints:

a. OSI Sealants, Inc.; Pro-Series SC-170 Rubber Base Sound Sealant.

b. OSI Sealants, Inc.; Pro-Series SC-175 Rubber Base Sound Sealant.

c. Pecora Corp.; BA-98.

d. Tremco, Inc.; Tremco Acoustical Sealant.

B. Acoustical Sealant for Exposed and Concealed Joints: Manufacturer`s standard nonsag,

paintable, nonstaining latex sealant complying with ASTM C 834 and effective in reducing





airborne sound transmission through perimeter joints and openings in building construction

as demonstrated by testing representative assemblies according to ASTM E 90.

C. Acoustical Sealant for Concealed Joints: Manufacturer`s standard nondrying, nonhardening,

nonskinning, nonstaining, gunnable, synthetic-rubber sealant recommended for sealing

interior concealed joints to reduce airborne sound transmission.

2.9 FINISHES, GENERAL

A. Comply with NAAMM`s “Metal Finishes Manual for Architectural and Metal Products” for

recommendations for applying and designating finishes.

1. High-Humidity Finish: Comply with ASTM C 635 requirements for “Coating

Classification for Severe Environment Performance” where high-humidity finishes are

indicated.

B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable,

temporary protective covering before shipping.

C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are

acceptable if they are within one-half of the range of approved Samples. Noticeable variations

in the same piece are not acceptable. Variations in appearance of other components are

acceptable if they are within the range of approved Samples and are assembled or installed to

minimize contrast.

2.10 ALUMINUM FINISHES

A. Finish designations prefixed by AA comply with the system established by the Aluminum

Association for designating aluminum finishes.

B. Mill Finish: AA-M10C10 (Mechanical Finish: as fabricated, unspecified; Chemical

Finish: chemically cleaned).

C. Class II, Clear Anodic Finish: AA-M12C22A31 (Mechanical Finish: nonspecular as

fabricated; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class II,

clear coating 0.010 mm or thicker) complying with AAMA 611.

D. Class II, Clear Mirror-Anodized Finish: AA-M21C12A212 (Mechanical Finish: smooth

specular; Chemical Finish: chemically cleaned; Anodic Coating: protective and decorative,

clear film of 0.2-mil (0.0508-mm) minimum thickness).

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, including structural framing to which acoustical

metal pan ceilings attach or abut, with Installer present, for compliance with requirements

specified in this and other Sections that affect ceiling installation and anchorage and with

requirements for installation tolerances and other conditions affecting performance of

acoustical metal pan ceilings.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Measure each ceiling area and establish layout of acoustical metal pans to balance border

widths at opposite edges of each ceiling. Avoid using less-than-half-width pans at borders,

and comply with layout shown on reflected ceiling plans.





3.3 INSTALLATION

A. General: Install acoustical panel ceilings to comply with ASTM C 636, per manufacturer’s

written instructions , and per seismic design requirements indicated, including ASCE 7 and

ASTM E 580.

B. Suspend ceiling hangers from building`s structural members and as follows:

1. Install hangers plumb and free from contact with insulation or other objects within

plenum that are not part of supporting structure or of ceiling suspension system.

2. Splay hangers only where required to miss obstructions; offset resulting horizontal

forces by bracing, countersplaying, or other equally effective means.

3. Where width of ducts and other construction within plenum produces hanger spacings

that interfere with location of hangers at spacings required to support standard

suspension system members, install supplemental suspension members and hangers in

form of trapezes or equivalent devices. Size supplemental suspension members and

hangers to support ceiling loads within performance limits established by referenced

standards and publications.

4. Secure wire hangers to ceiling suspension members and to supports above with a

minimum of three tight turns. Connect hangers directly either to structures or to inserts,

eye screws, or other devices that are secure and appropriate for substrate and that will

not deteriorate or otherwise fail due to age, corrosion, or elevated temperatures.

5. Secure flat, angle, channel, and rod hangers to structure, including intermediate

framing members, by attaching to inserts, eye screws, or other devices that are secure

and appropriate for both structure to which hangers are attached and type of hanger

involved. Install hangers in a manner that will not cause them to deteriorate or fail due

to age, corrosion, or elevated temperatures.

6. Do not support ceilings directly from permanent metal forms or floor deck. Fasten

hangers to cast-in-place hanger inserts, postinstalled mechanical or adhesive anchors,

or power-actuated fasteners that extend through forms into concrete.

7. Do not attach hangers to steel deck tabs.

8. Do not attach hangers to steel roof deck. Attach hangers to structural members.

9. Space hangers not more than 48 inches (1200 mm) o.c. along each member supported

directly from hangers, unless otherwise indicated; provide hangers not more than 8

inches (200 mm) from ends of each member.

C. Secure bracing wires to ceiling suspension members and to supports with a minimum of four

tight turns. Suspend bracing from building`s structural members as required for hangers but

without attaching to permanent metal forms, steel deck, or steel deck tabs. Fasten bracing

wires into concrete with cast-in-place or postinstalled anchors.

D. Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and

where necessary to conceal edges of acoustical metal pans.

1. Apply acoustical sealant in a continuous ribbon concealed on back of vertical legs of

moldings before they are installed.

2. Screw attach moldings to substrate at intervals not more than 16 inches (400 mm) o.c.

and not more than 3 inches (75 mm) from ends, leveling with ceiling suspension system

to a tolerance of 1/8 inch in 12 feet (3.2 mm in 3.66 m). Miter corners accurately and

connect securely.

3. Do not use exposed fasteners, including pop rivets, on moldings and trim.

E. Install suspension system runners so they are square and securely interlocked with one

another. Remove and replace dented, bent, or kinked members.





F. Cut acoustical metal pan units for accurate fit at borders and at interruptions and penetrations

by other work through ceilings. Stiffen edges of cut units as required to eliminate evidence

of buckling or variations in flatness exceeding referenced standards for stretcher-leveled metal

sheet.

G. Install acoustical metal pans in coordination with suspension system and exposed moldings

and trim.

1. For lay-in square-edge pans, install pans with edges fully hidden from view by flanges

of suspension system runners and moldings.

2. For lay-in reveal-edge pans on suspension system runners, install pans with bottom of

reveal in firm contact with top surface of runner flanges.

3. For lay-in reveal-edge pans on suspension system members with box-shaped flanges,

install pans with reveal surfaces in firm contact with suspension system surfaces and

panel faces flush with bottom face of runners.

4. For clip-in pans, position pans according to manufacturer`s written instructions.

5. Align joints in adjacent courses to form uniform, straight joints parallel to room axis in

both directions, unless otherwise indicated.

6. Fit adjoining units to form flush, tight joints.

7. Install directionally patterned or textured metal pans in directions indicated.

8. Install sound-absorbent fabric layers in perforated metal pans.

9. Install sound-absorbent pads in perforated metal pans[<>].

H. Install sound attenuation panels in areas indicated by reflected ceiling plans or room finish

schedules. Lay panels directly on ceiling system and close major openings to form complete

coverage in required areas. Lay second sound-absorbent pads on sound attenuation panels.

3.4 CLEANING

A. Clean exposed surfaces of acoustical metal pan ceilings, including trim and edge moldings

after removing strippable, temporary protective covering, if any. Comply with

manufacturer`s written instructions for stripping of temporary protective covering, cleaning,

and touchup of minor finish damage. Remove and replace ceiling components that cannot be

successfully cleaned and repaired to permanently eliminate evidence of damage, including

dented and bent units.

A. END OF SECTION 095133




RADIO FREQUENCY (RF) BDA-BASED SIGNAL BOOSTER SYSTEMS 276410 - 1

(IN-BUILDING RADIO SYSTEM COVERAGE)

SECTION 276410 - RADIO FREQUENCY (RF) BDA-BASED SIGNAL BOOSTER SYSTEMS

(IN-BUILDING RADIO SYSTEM COVERAGE) [ADD#3]

PART 1 – GENERAL


A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. The contractor will design a fully functional signal booster system for both the existing and new

buildings [ADD#3]. Furnish, install and provide the cabling, conduit and pathways for a designed

signal booster system. The system hardware will be provided by the owner if needed

B. Coordinate with the owner the locations that the active equipment will be installed and design the

cabling system to consolidate to those locations. Location shall be in a two hour fire rated room.

[ADD#3].

1.1 SUBMITTALS

B. Product Data: For each type of product indicated.

C. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work.

1. Functional Block Diagram: Show single-line interconnections between components for

the distribution system. Show cable types and sizes.

2. Wiring Diagrams: For power, signal, and control wiring and transmission cable, include

cross connects, taps, and other connections cords.

D. Design Calculations: Calculate signal attenuation budget and show calculated line and equipment

losses for the system based on the functional block diagram, to show that proposed system layout

can be expected to perform up to specification. Calculate signal strength from sources to

endpoints. Allowable losses between components and user interface shall be used to determine

size and type of cable.

E. Coordination Drawings: Include dimensioned plan and elevation views of components and

enclosures. Show access and workspace requirements.

F. Field quality-control reports.

G. Operation and Maintenance Data: For headend and distribution system to include in emergency,

operation, and maintenance manuals.

PART 2 – PRODUCTS

2.1 RADIO FREQUENCY (RF) BDA-BASED SIGNAL BOOSTER SYSTEMS






A. Completed cabling installations must comply with all applicable codes and standards, including

Owner Building and Electrical Codes, NFPA, ANSI, NEC, OSHA,EIA, IEEE, R-56, etc., as well

as the FCC Rules and Regulations, as applicable. Equipment provided must be UL listed and

FCC type accepted for this specific application. Compliance to codes and standards must extend

to include proper grounding, bonding and surge.

B. The proposed system will provide digital signal strength coverage over 95% area on each

floor/level of the equipped building. Systems must provide a minimum digital and analog overage

of Circuit Merit (CM) 3, with a reliability factor of 95%. A Coverage Acceptance Test must be

executed prior to final acceptance of an installed system. Coverage acceptance testing must be

based on audio quality performance in evenly spaced test grids in the defined service areas. A

minimum of 20 tests will be taken per floor/level. Total number of test grids will be determined

by the Owner, based on the size of the space per floor/level.

C. Provide uninterruptable power source(s) (UPS) capable of maintaining the system operational for

a minimum of 90 minutes.

D. During initial installation, each system shall be optimized to perform in accordance with the

specifications set forth in the system design, manufacturer’s specifications and FCC regulations.

The contractor shall ensure that uplink and downlink levels are properly set and consistent with

design expectations. The contractor shall further ensure that noise and spurious products are held

within limits set forth in the system design, manufacturer’s specifications and FCC regulations.

Prior to system acceptance, for each active BDA, booster amplifier, etc., the contractor shall submit

a Proof of Performance certification, that lists the design expectations, actual measurements, and if

applicable, FCC specifications for the following parameters:

a. Worst case BDA uplink input level, in dBm.

b. Worst case BDA uplink output level, in dBm.

c. BDA downlink input level, in dBm.

d. BDA downlink output level, in dBm.

e. Noise and spurious products, BDA uplink output, in dBc.

f. Noise and spurious products, BDA downlink output, in dBc.

E. The original Proof of Performance report must be submitted to project manager, and a copy of the

Proof of Performance report must be affixed to its associated equipment.

F. The system is designated for in-building use and must be designed and quoted as follows: Design

and appearance will be of “finished” construction, i.e. must be concealed and/or unobtrusive.

Surface raceway and/or exposed conduit installations will not be acceptable unless approved by

the Owner in advance.

G. Interface system to the fire alarm for NFPA-72

H. The contractor shall coordinate frequency requirements with the owner for fire, police, rescue,

and other services to be covered by the system. [ADD#3].

PART 3 – EXECUTION

3.1 INSTALLATION






A. Furnish, and install the cabling, conduit and pathways for a designed signal booster system. The

system hardware will be provided by the owner. Conduit shall be as specified in 260533 -

RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS. Provide enclosures for all

couplers/splitters and antenna connections. [ADD#3].

B. Visually inspect outside antenna installation. Correct any issues found with the antenna mounting

hardware, grounding system, or outside cabling.

C. Visually inspect inside BDA or booster amplifier equipment installation. Correct any issues found

with RF cabling, electrical connection, or equipment mounting.

D. Clean equipment fans, filters and other ventilation system components.

E. Inspect and replace any defective indicator lights.

F. Test UPS system performance for proper fallback to battery power and the duration of battery

operation.

G. Test fault reporting system for proper operation and reporting of system faults.

H. Submit a written Preventive Maintenance Report to the Owner, listing the results of the

optimization and preventive maintenance effort. The report shall include the Proof of

Performance report for active RF components, and details of any other discrepancies found, and

corrective actions taken.

I. All as-built drawings shall be submitted to the Owner at completion, which shall include antenna

system layout and all associated hardware, along with specification sheets. Include RF

measurements taken.

3.2 WARRANTY

A. The contractor must provide a full one-year warranty to cover installation and all components; the

warranty must commence upon the Owner’s final acceptance of the facility. Under warranty cov-

erage, the successful contractor must provide same business day response time for system mal-

functions.

B. Test fault reporting system for proper operation and reporting of system faults.

C. All as-builts will be submitted to the owner at completion, which shall include cable system lay-

out, along with specification sheets.

END OF SECTION 27 64 10




DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM 283111 - 1

SECTION 283111 - DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM [ADD#1] [ADD#2] [ADD#3]

PART 1 - GENERAL


A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes but is not limited to:

1. Fire-alarm control unit.

2. Manual fire-alarm boxes.

3. Smoke detectors.

4. Duct smoke detectors.

5. Heat detectors.

6. Notification appliances.

7. Device protective covers.

8. Fire alarm extender panels.

9. Magnetic door holders.

10. Remote annunciators.

11. Fire Fighter’s Smoke Control Panel.

12. Addressable interface devices.

13. Digital alarm communicator transmitter.

14. System printer.

15. Extra materials.

B. Fire alarm system shall control and monitor status of all components of the smoke control system.

Coordinate with Division 23.

C. The Fire Alarm System shall also include input devices and output relays to control the equipment

associated with the smoke control system. Include minimum 20% spare relays beyond those

indicated, including allowance for all work associated with utilizing spares for connection as

directed in the field by Architect.

1.3 DEFINITIONS

A. LED: Light-emitting diode.

B. NICET: National Institute for Certification in Engineering Technologies.

1.4 ACTION SUBMITTALS

A. Product Data: For each type of product, including furnished options and accessories.





1. Include construction details, material descriptions, dimensions, profiles, and finishes.

2. Include rated capacities, operating characteristics, and electrical characteristics.

3. Provide UL file numbers documenting UL listing for purpose for every component of the

system.

B. Shop Drawings: For fire-alarm system.

1. Include plans, elevations, sections, details, and attachments to other work.

2. Comply with recommendations in the "Documentation" Section of the "Fundamentals of

Fire Alarm Systems" Chapter in NFPA 72.

3. Include voltage drop calculations for notification appliance circuits (NAC). Load visual

NAC’s to a maximum of 60% capacity to allow for additional devices or resetting candela

output of devices provided.

4. Include battery-size calculations.. Load batteries to a maximum of 60% capacity to allow

for additional devices or resetting candela output of devices provided.

5. Include performance parameters and installation details for each detector, verifying that

each detector is listed for complete range of air velocity, temperature, and humidity

possible when air-handling system is operating.

6. Include 1/8” = 1’-0” scale floor plans to indicate final outlet locations showing address of

each addressable device. Show size and route of cable and conduits.

7. Include details of equipment assemblies. Indicate dimensions, weights, loads, required

clearances, method of field assembly, components, and locations. Indicate conductor sizes,

indicate termination locations and requirements, and distinguish between factory and field

wiring.

8. Detail assembly and support requirements.

9. Include input/output matrix.

10. Include performance parameters and installation details for each detector.

11. Verify that each duct detector is listed for complete range of air velocity, temperature, and

humidity possible when air-handling system is operating.

12. Show field wiring and equipment required for HVAC unit shutdown on alarm and override

by firefighters' smoke-evacuation system.

C. System Operation Description: Detailed description for this Project, including method of

operation and supervision of each type of circuit and sequence of operations for manually and

automatically initiated system inputs and outputs. Manufacturer's standard descriptions for

generic systems are not acceptable. Include Smoke Control Sequence including incremental and

total response times in accordance with IBC 909.17; refer to 16720-3.1-M below for schematic

sequence.

D. Field quality-control reports.

E. Operation and Maintenance Data: For fire-alarm systems and components to include in

emergency, operation, and maintenance manuals. In addition to items specified in Division 01

Section "Operation and Maintenance Data," include the following:

1. Comply with the "Records" Section of the "Inspection, Testing and Maintenance" Chapter

in NFPA 72.

2. Provide "Record of Completion Documents" according to NFPA 72 article "Permanent

Records" in the "Records" Section of the "Inspection, Testing and Maintenance" Chapter.

3. Provide “As-Built” prints and PDF format copies of layout floor plans indicating all field

revisions since shop drawing submittals. Updated prints shall have been made in CAD,

not hand markups. Provide disk with AutoCAD compatible plans of As-Built plans.





4. Record copy of site-specific software.

5. Provide "Maintenance, Inspection and Testing Records" according to NFPA 72 article of

the same name and include the following:

a. Frequency of testing of installed components.

b. Frequency of inspection of installed components.

c. Requirements and recommendations related to results of maintenance.

d. Manufacturer's user training manuals.

6. Manufacturer's required maintenance related to system warranty requirements.

7. Abbreviated operating instructions for mounting at fire-alarm control unit.

8. Copy of NFPA 25.

9. Device address list including plain text descriptions/locations, room names and numbers

coordinated with Owner’s actual designations, not necessarily those on the Contract

Documents.

10. Warranty: Signed copy of warranty and software agreement..

1.5 A documentation cabinet shall be installed at the system control unit or at another approved

location at the protected premises for storage of all record documentation. Where the

documentation cabinet is not in the same location as the system control unit, its location shall be

identified at the system control unit. The documentation cabinet shall be prominently labeled

SYSTEM RECORD DOCUMENTS. (2013 NFPA 72 National Fire Alarm and Signaling Code

Section 7.7.2).

1.6 QUALITY ASSURANCE

A. Installer Qualifications:

1. Personnel shall be trained and certified by manufacturer for installation of units required

for this Project.

2. Installation shall be supervised by personnel certified by NICET as fire-alarm Level III

technician.

B. Source Limitations for Fire-Alarm System and Components: Obtain fire-alarm system from

single source from single manufacturer.

C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by

a qualified testing agency, and marked for intended location and application.

1. Fire Alarm Systems and components performing release service shall be listed and labeled

for that purpose.

2. Fire Alarm System and components that are part of the Smoke Control System shall be

listed and labeled per UL864 classification UUKL. [ADD#2]

1.7 SOFTWARE SERVICE AGREEMENT

A. Comply with UL 864.

B. Technical Support: Beginning with Final Acceptance, provide software support for one year.





C. Upgrade Service: Update software to latest version at Project completion. Install and program

software upgrades that become available within year from date of Final Acceptance. Upgrading

software shall include operating system. Upgrade shall include new or revised licenses for use of

software.

1. Provide 30 days' notice to Owner to allow scheduling and access to system and to allow

Owner to upgrade computer equipment if necessary.

1.8 EXTRA MATERIALS

A. Provide extra materials described below that match products installed including installation.

Uninstalled devices shall be packaged with protective covering for storage, identified with labels

describing contents and turned over to the owner at the completion of the project.

1. Fuses (If Used) ......................................................2 of each size in system

2. Manual Fire Alarm Boxes......................................2% of installed quantity

3. Addressable Control Relays...................................4% of installed quantity

4. Indoor Horns/Speakers with Strobes Lights...........4% of installed quantity

5. Indoor Strobe-only Notification Appliances...........4% of installed quantity

6. Monitor Modules (Addressable Interface) .............4% of installed quantity

7. Isolation Modules / Isolation Bases........................4% of installed quantity

8. Addressable, Electronic Heat Detectors.................4% of installed quantity

9. Spot-Type Smoke Detectors / Sounder Bases…....6% of installed quantity

10. No spares are required for projected beam, air sampling, or duct smoke detectors

B. Contractor shall itemize Extra Materials material and labor on the project Schedule of Values.

1.9 PROJECT CONDITIONS

A. Perform a full test of any existing system prior to starting work unless system will be fully

removed. Document any equipment or components not functioning as designed.

B. Interruption of Existing Fire-Alarm Service: Do not interrupt fire-alarm service to facilities

occupied by Owner or others unless permitted under the following conditions and then only after

arranging to provide temporary guard service according to requirements indicated:

1. Notify Owner no fewer than ten business days in advance of proposed interruption of fire-

alarm service.

2. Do not proceed with interruption of fire-alarm service without Owner's written

permission.

C. Existing Fire-Alarm Equipment: Maintain existing equipment fully operational until new

equipment has been tested and accepted. As new equipment is installed, label it "NOT IN

SERVICE" until it is accepted. Remove labels from new equipment when put into service, and

label existing fire-alarm equipment "NOT IN SERVICE" until removed from the building.

D. Equipment Removal: After acceptance of new fire-alarm system, remove existing disconnected

fire-alarm equipment and wiring.





E. Use of Devices during Construction: Protect devices during construction unless devices are

placed in service to protect the facility during construction.

1.10 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace fire-alarm system equipment and

components that fail in materials or workmanship within specified warranty period.

1. Warranty Period: Five years from date of Final Completion.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering

products that may be incorporated into the Work are not limited to the following:

1. Gamewell; a Honeywell company.

2. GE Infrastructure; a unit of General Electric Company.

3. Notifier; a Honeywell company.

4. Siemens Building Technologies, Inc.; Fire Safety Division.

5. Edwards – A Kiddie Company [ADD#1]

6. Simplex - Tyco Fire Protection Products [ADD#3]

B. SUBSTITUTION REQUESTS

1. Substitution packages shall be submitted to Architect no later than fifteen days (15) prior

to bid for review and approval.

2. Provide data requested SUBMIITALS -Product Data above

2.2 SYSTEMS OPERATIONAL DESCRIPTION

A. Fire-alarm signal initiation shall be by one or more of the following devices and systems:

1. Manual stations.

2. Heat detectors.

3. Smoke detectors.

4. Duct smoke detectors.

5. Automatic sprinkler system water flow.

6. Preaction system. (if present)

7. Kitchen Hood Fire Suppression System.

B. Fire-alarm signal shall initiate the following actions:

1. Continuously operate alarm notification appliances.

2. Identify alarm at fire-alarm control unit and remote annunciators.

3. Transmit an alarm signal to the remote alarm receiving station.

4. Unlock electric door locks in designated egress paths.

5. Release fire and smoke doors held open by magnetic door holders.

6. Deactivate designated heating, ventilating, and air-conditioning equipment.





7. Close smoke dampers in air ducts of designated air-conditioning duct systems.

8. Activate smoke control system(s). [ADD#2]

9.8. Record events in the system memory.

C. Supervisory signal initiation shall be by one or more of the following devices and actions:

1. Valve supervisory switch.

2. High- or low-air-pressure switch of a dry-pipe or preaction sprinkler system (if present).

[ADD#2]

3.2. User disabling of zones or individual devices.

4.3. Loss of communication with any panel on the network.

D. System trouble signal initiation shall be by one or more of the following devices and actions:

1. Open circuits, shorts, and grounds in designated circuits.

2. Opening, tampering with, or removing alarm-initiating and supervisory signal-initiating

devices.

3. Loss of primary power at fire-alarm control unit.

4. Ground or a single break in fire-alarm control unit internal circuits.

5. Abnormal ac voltage at fire-alarm control unit.

6. Break in standby battery circuitry.

7. Failure of battery charging.

8. Abnormal position of any switch at fire-alarm control unit or annunciator.

9. Fire-pump power failure, including a dead-phase or phase-reversal condition.

10. Low-air-pressure switch operation on a dry-pipe or preaction sprinkler system.

E. System Trouble and Supervisory Signal Actions: Initiate notification appliance and annunciate

at fire-alarm control unit and remote annunciators. Record the event on system printer.

2.3 FIRE-ALARM CONTROL UNIT

A. General Requirements for Fire-Alarm Control Unit:

1. Field-programmable, microprocessor-based, modular, power-limited design with

electronic modules, complying with UL 864 and listed and labeled by an NRTL.

a. System software and programs shall be held in flash electrically erasable

programmable read-only memory (EEPROM), retaining the information through

failure of primary and secondary power supplies.

b. Include a real-time clock for time annotation of events on the event recorder and

printer.

2. Addressable initiation devices that communicate device identity and status.

a. Smoke sensors shall additionally communicate sensitivity setting and allow for

adjustment of sensitivity at fire-alarm control unit.

b. Temperature sensors shall additionally test for and communicate the sensitivity

range of the device.

3. Addressable control circuits for operation of mechanical equipment.





B. Alphanumeric Display and System Controls: Arranged for interface between human operator at

fire-alarm control unit and addressable system components including annunciation and

supervision. Display alarm, supervisory, and component status messages and the programming

and control menu.

1. Annunciator and Display: Liquid-crystal type, 2 line(s) of 80 characters, minimum.

2. Keypad: Arranged to permit entry and execution of programming, display, and control

commands.

C. Circuits:

1. Initiation Device Circuits (IDC) to be wired Class A (NFPA 72 Style D) and Alarm

Notification Appliance (NAC) circuits to be Class B (NFPA 72 Style Y). Signal Line

Circuits (SLC), also called addressable loop - alarm, trouble and supervisory signals from

all intelligent reporting devices, shall be encoded onto a Class 6 (NFPA 72 Style 6) with

no “T” taps.

D. Smoke-Alarm Verification:

1. Initiate audible and visible indication of an "alarm-verification" signal at fire-alarm control

unit.

2. Activate an NRTL-listed and -approved "alarm-verification" sequence at fire-alarm control

unit and detector.

3. Record events by the system printer.

4. Sound general alarm if the alarm is verified.

5. Cancel fire-alarm control unit indication and system reset if the alarm is not verified.

E. Door Controls: Door hold-open devices that are controlled by smoke detectors at doors in smoke

barrier walls shall be connected to fire-alarm system.

F. Remote Smoke-Detector Sensitivity Adjustment: Controls shall select specific addressable

smoke detectors for adjustment, display their current status and sensitivity settings, and change

those settings. Allow controls to be used to program repetitive, time-scheduled, and automated

changes in sensitivity of specific detector groups. Record sensitivity adjustments and sensitivity-

adjustment schedule changes in system memory, and print out the final adjusted values on system

printer.

G. Transmission to Remote Alarm Receiving Station: Automatically transmit alarm, supervisory,

and trouble signals to a remote alarm station.

H. Primary Power: 24-V dc obtained from 120-V ac service and a power-supply module. Initiating

devices, notification appliances, signaling lines, trouble signals, supervisory and digital alarm

communicator transmitters shall be powered by 24-V dc source.

1. Alarm current draw of entire fire-alarm system shall not exceed 80 percent of the power-

supply module rating.

I. Secondary Power: 24-V dc supply system with batteries, automatic battery charger, and

automatic transfer switch.





1. Batteries: Sealed lead calcium or Vented, wet-cell pocket, plate nickel cadmium.

Minimum battery capacity compliant of 60 hours battery power capacity, plus 5/15 minutes

of full alarm load. Proprietary and other systems require 24 hours capacity plus 5/15

minutes alarm load.

J. Instructions: Computer printout or typewritten instruction card mounted behind a plastic or glass

cover in a stainless-steel or aluminum frame. Include interpretation and describe appropriate

response for displays and signals. Briefly describe the functional operation of the system under

normal, alarm, and trouble conditions.

2.4 FIRE ALARM EXTENDER PANELS (FNAC)

A. FNAC’s contain power supplies, batteries and notification appliance circuit cards to drive

notification appliances, for systems too large to be driven directly from the FACP. Also referred

to as Booster Power Supply.

B. FNAC Listed and labeled per UL classification UOXX or UOJZ as a component of the fire alarm

system.

C. Cabinet: Lockable steel enclosure. Arrange interior components so operations required for

testing or for normal maintenance of the system are performed from the front of the enclosure. If

more than one unit is required to form a complete control panel, fabricate with matching modular

unit enclosure to accommodate components and to allow ample gutter space for field wiring and

interconnecting panels.

D. Signaling line circuit between FACP and FNAC shall be supervised.

2.5 MANUAL PULL STATIONS

A. Description: Fabricated of plastic, and finished in red with molded, raised-letter operating

instructions of contrasting color.

1. Double-action mechanism requires two actions, such as a push and a pull, to initiate an

alarm.

2. Station Reset: Key or wrench operated; double pole, double throw; switch rated for the

voltage and current at which it operates.

3. Integral Addressable Module: Arranged to communicate manual-station status (normal,

alarm, or trouble) to the FACP.

4. Pullstations shall be key operated in inmate accessible areas.

2.6 SYSTEM SMOKE DETECTORS

A. General Requirements for System Smoke Detectors:

1. Comply with UL 268; operating at 24-V dc, nominal.

2. Detectors shall be two-wire type.

3. Integral Addressable Module: Arranged to communicate detector status (normal, alarm,

or trouble) to fire-alarm control unit.





4. Base Mounting: Detector and associated electronic components shall be mounted in a

twist-lock module that connects to a fixed base. Provide terminals in the fixed base for

connection to building wiring.

5. Self-Restoring: Detectors do not require resetting or readjustment after actuation to restore

them to normal operation.

6. Integral Visual-Indicating Light: LED type indicating detector has operated and power-on

status.

7. Remote Control: Unless otherwise indicated, detectors shall be analog-addressable type,

individually monitored at fire-alarm control unit for calibration, sensitivity, and alarm

condition and individually adjustable for sensitivity by fire-alarm control unit.

a. Rate-of-rise temperature characteristic shall be selectable at fire-alarm control unit

for 15 or 20 deg F (8 or 11 deg C) per minute.

b. Fixed-temperature sensing shall be independent of rate-of-rise sensing and shall be

settable at fire-alarm control unit to operate at 135 or 155 deg F (57 or 68 deg C).

c. Provide multiple levels of detection sensitivity for each sensor.

B. Photoelectric Smoke Detectors:

1. Detector address shall be accessible from fire-alarm control unit and shall be able to

identify the detector's location within the system and its sensitivity setting.

2. An operator at fire-alarm control unit, having the designated access level, shall be able to

manually access the following for each detector:

a. Primary status.

b. Device type.

c. Present average value.

d. Present sensitivity selected.

e. Sensor range (normal, dirty, etc.).

C. Duct Smoke Detectors: Photoelectric type complying with UL 268A.

1. Detector address shall be accessible from fire-alarm control unit and shall be able to

identify the detector's location within the system and its sensitivity setting.

2. An operator at fire-alarm control unit, having the designated access level, shall be able to

manually access the following for each detector:

a. Primary status.

b. Device type.

c. Present average value.

d. Present sensitivity selected.

e. Sensor range (normal, dirty, etc.).

3. Environmental compensation, programmable sensitivity settings, status testing, and

monitoring of sensor dirt accumulation for the duct smoke sensor shall be provided by the

FACP.

4. The Duct Housing shall provide a supervised relay driver circuit for driving up to 15 relays

with a single "Form C" contact rated at 7A@ 28VDC or 10A@ 120VAC. This auxiliary

relay output shall be fully programmable (controlled by the FACP, not by the detector

itself). Relay shall be mounted within 3 feet of HVAC control circuit.

5. Duct Housing shall provide a relay control trouble indicator Yellow LED.





6. Duct Housing shall have a transparent cover to monitor for the presence of smoke. Cover

shall secure to housing by means of four (4) captive fastening screws.

7. Duct Housing shall provide two (2) Test Ports for measuring airflow and for testing. These

ports will allow aerosol injection in order to test the activation of the duct smoke sensor.

8. For maintenance purposes, it shall be possible to clean the duct housing sampling tubes by

accessing them through the duct housing front cover.

9. Each duct smoke sensor shall have a Remote Test Station with an alarm LED and test

switch. If the station is not located directly below the detector, provide permanent signage

at the station indicating detector location.

10. Where located outdoors, provide NEMA 4X weatherproof duct housing enclosure that

shall provide for the circulation of conditioned air around the internally mounted

addressable duct sensor housing to maintain the sensor housing at its rated temperature

range. The housing shall be UL Listed to Standard 268A.

2.7 HEAT DETECTORS

A. General Requirements for Heat Detectors: Comply with UL 521.

B. Heat Detector, Combination Type: Actuated by either a fixed temperature of 135 deg F (57

deg C) or a rate of rise that exceeds 15 deg F (8 deg C)] per minute unless otherwise indicated.

1. Mounting: Twist-lock base interchangeable with smoke-detector bases.

2. Integral Addressable Module: Arranged to communicate detector status (normal, alarm,

or trouble) to fire-alarm control unit.

2.8 NOTIFICATION APPLIANCES

A. General Requirements for Notification Appliances: Connected to notification appliance signal

circuits, equipped for mounting as indicated and with screw terminals for system connections.

1. Combination Devices: Factory-integrated audible and visible devices in a single-mounting

assembly, equipped for mounting as indicated and with screw terminals for system

connections.

B. Chimes, High-Level Output: Vibrating type, 81-dBA minimum rated output.

C. Horns: Electric-vibrating-polarized type, 24-V dc; with provision for housing the operating

mechanism behind a grille. Comply with UL 464. Horns shall produce a sound-pressure level of

90 dBA, measured 10 feet (3 m) from the horn, using the coded signal prescribed in UL 464 test

protocol.

D. Visible Notification Appliances: Xenon strobe lights comply with UL 1971, with clear or

nominal white polycarbonate lens mounted on an aluminum faceplate. The word "FIRE" is

engraved in minimum 1-inch- (25-mm-) high letters on the lens.

1. Rated Light Output:

a. 15/30/75/110 cd, selectable in the field.

2. Mounting: Wall mounted unless otherwise indicated.





3. For units with guards to prevent physical damage, light output ratings shall be determined

with guards in place.

4. Flashing shall be in a temporal pattern, synchronized with other units.

5. Strobe Leads: Factory connected to screw terminals.

6. Mounting Faceplate: Factory finished, white.

2.9 MAGNETIC DOOR HOLDERS

A. Description: Units are equipped for wall or floor mounting as indicated and are complete with

matching doorplate.

1. Electromagnet: Requires no more than 3 W to develop 25-lbf (111-N) holding force.

2. Wall-Mounted Units: Flush mounted unless otherwise indicated.

3. Rating: 24V powered from the fire alarm system.

4. Provide a monitor and/or releasing module as required

B. Material and Finish: Match door hardware.

2.10 ADDRESSABLE INTERFACE DEVICES

A. Monitor Module: Microelectronic monitor module listed for use in providing a multiplex system

address for listed fire and sprinkler alarm-initiating devices with normally open contacts.

B. Control Module: Microelectronic control module listed for use in providing a multiplex system

address with normally open and normally closed contacts. Used to interface operation with non-

system devices and equipment such as dampers, starters, and relays.

2.11 REMOTE TEXT ANNUNCIATOR

A. Description: Annunciator functions shall match those of fire-alarm control unit for alarm,

supervisory, and trouble indications. Manual switching functions shall match those of fire-alarm

control unit, including acknowledging, silencing, resetting, and testing.

1. Mounting: Flush cabinet, NEMA 250, Type 1.

B. Display Type and Functional Performance: Alphanumeric display and LED indicating lights

shall match those of fire-alarm control unit. Provide controls to acknowledge, silence, reset, and

test functions for alarm, supervisory, and trouble signals.

2.12 DIGITAL ALARM COMMUNICATOR TRANSMITTER

A. Digital alarm communicator transmitter shall be acceptable to the remote central station and shall

comply with UL 632 and be listed and labeled by an NRTL.

B. Functional Performance: Unit shall receive an alarm, supervisory, or trouble signal from fire-

alarm control unit shall automatically dial a preset number for a remote central station. When

contact is made with central station(s), signals shall be transmitted. If service on either





transmission method (see below) is interrupted for longer than 45 seconds, transmitter shall

initiate a local trouble signal and transmit the signal indicating loss of transmission to the remote

alarm receiving station over the remaining line. Transmitter shall automatically report

transmission restoration to the central station. If service is lost on both transmission methods,

transmitter shall initiate the local trouble signal.

C. The communication methods used to transmit signals to the remote supervising station shall meet

the requirements of NFPA 72 National Fire Alarm and Signaling Code

1. Provide a DACT (Digital Alarm Communicator Transmitter) using a standard telephone

(POTS) as the primary means of communication.

2. Provide an IP DACT (Internet Provider Digital Alarm Communicator Transmitter) using

an owner provide IP telephone (VoIP) as the alternative transmission and/or redundant,

secondary path

D. Local functions and display at the digital alarm communicator transmitter shall include the

following:

1. Verification that both telephone lines are available.

2. Programming device.

3. LED display.

4. Manual test report function and manual transmission clear indication.

5. Communications failure with the central station or fire-alarm control unit.

E. Digital data transmission shall include the following:

1. Address of the alarm-initiating device.

2. Address of the supervisory signal.

3. Address of the trouble-initiating device.

4. Loss of ac supply or loss of power.

5. Low battery.

6. Abnormal test signal.

7. Communication bus failure.

F. Secondary Power: Integral rechargeable battery and automatic charger.

G. Self-Test: Conducted automatically every 24 hours with report transmitted to central station.

2.13 FIREFIGHTER’S SMOKE CONTROL PANEL[ADD#2]

A. Coordinate with Division 23.

B. Smoke Control Panel shall be control units listed for all appropriate functions in the UL Fire

Protection Equipment Directory under classification UUKL. Wall-mounted panel with a graphic

display of the building plans, with switches and LED indicators. Refer to details on

Drawings. The control panel shall be mounted in a surface mounted enclosure, with concealed

conduits. The control panel shall be constructed with a 0.125-inch aluminum substrate and a 7

mil polyester film overlay. The polyester film overlay shall be protected by a non-glare textured

coating that is non-yellowing, durable, and scratch resistant. LEDs, resistors, diodes, etc., shall





be mounted on printed circuit boards (PCBs). All wiring to the PCBs shall be made on solder type

terminal turrets. All switches shall be mounted from the rear of the panel.

1. Graphic Colors: The film overlay shall be a graphic as shown in the drawings with black

lines and legends, and colored background areas and text. The graphic is to be made of 7-

mil photographic film, having all accent colors applied to the backside of the

film. Important areas such as stairwells and smoke control panel locations shall be

highlighted for easy identification. The panel supplier shall furnish a color chart with a

minimum of 22 accent colors.

2. Graphic Surface: The working surface (polyester film) shall be bonded to the aluminum

substrate with an adhesive that has been proven not to delaminate in similar

applications. The adhesive shall achieve 100% bonding without any creases, bumps, or

blemishes in the working surface (face) of the graphic. The working surface of the graphic

shall be textured and non-glare. Translucent areas shall be made in the overlay for back

lighted indicators. LEDs shall not protrude through the polyester film overlay. Backlit

areas shall be subdued until the LED is illuminated. The illumination of any indicator shall

be clearly visible, from any viewing angle in front of the working surface of the graphic.

3. Substrate: The aluminum substrate shall have holes for LEDs and switches. The substrate

shall have holes drilled and tapped for mounting the printed circuit boards. The aluminum

substrate shall have a clear irridited finish to prevent oxidation.

4. Indicators: The indicators shall be high intensity LEDs, T-1 3/4 in size, and rated for a

normal operation at a current of 20mA. The LEDs shall have an operating life of a

minimum of 170,000 hours of continuous or pulsed operation. The body and lens of the

LEDs shall be constructed of high impact plastic. The LEDs shall be mounted on .062"

printed circuit boards constructed of epoxy glass material, NEMA Type FR-4, Grade 10

resistors and diodes for current limiting and LED test shall also be mounted on the printed

circuit boards. Solder type, pressed in turrets shall be provided for electrical connections

to the LEDs. All field wiring shall terminate on modular screw clamp type terminals

located in the rear of the enclosure.

5. Switches: Three position switches shall be furnished for ON-OFF-AUTO operation of each

system zone or sub-zone where indicated on the drawing. Switches shall be rated for the

load served. A momentary push button shall be provided for simultaneous testing of all

LEDs. All switch wiring shall be terminated on modular screw clamp type terminal strips

mounted in the rear of the enclosure.

6. Enclosure: The enclosure shall be made from cold rolled steel and be assembled using all

welded and formed steel construction. The enclosure shall be primed and painted with a

baked enamel and have a textured finish. A security door with a viewing window shall be

supplied to prevent unauthorized operation of the control panel switches.

2.142.13 GUARDS FOR PHYSICAL PROTECTION

A. Inmate accessible areas

1. Smoke detector guard shall be a model permitted by the smoke detector manufacturer’s

installation instructions and listing. Construction shall be 16-guage steel with powder coat

enamel finish.

2. Visual and Audio/Visual Notification Appliances guard shall be a model permitted by the

appliance manufacturer’s installation instructions and listing. Construction shall be 16-

guage steel with powder coat enamel finish.





2.152.14 TRANSIENT PROTECTION

A. Provide transient protectors for conductors (including conductive fiber cable, if present) entering

each building from the outside, in accordance with NFPA-70, Article 800, and as recommended

by the manufacturer for the type of line being protected.

2.162.15 FIRE ALARM WIRE AND CABLE

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering

products that may be incorporated into the Work include, but are not limited to, the following:

1. Comtran Corp.

2. Draka USA.

3. Genesis Cable Products; Honeywell International, Inc.

4. Rockbestos-Suprenant Cable Corporation.

5. West Penn Wire/CDT; a division of Cable Design Technologies.

B. General Wire and Cable Requirements: NRTL listed and labeled as complying with NFPA 70,

Article 760.

C. Signaling Line Circuits: Twisted, shielded pair, size as recommended by system manufacturer.

D. Non-Power-Limited Circuits: Solid-copper conductors with 600-V rated, 75 deg C, color-coded

insulation.

1. Low-Voltage Circuits: No. 16 AWG, minimum.

2. Line-Voltage Circuits: No. 12 AWG, minimum.

E. All fire alarm circuitry shall be run in conduit in accordance with Section 260533 “Raceways and

Boxes.”

PART 3 - EXECUTION

3.1 EQUIPMENT INSTALLATION

A. Comply with NFPA 72 for installation of fire-alarm equipment.

B. Equipment Mounting: Install fire-alarm control unit with tops of cabinets not more than 72 inches

(1830 mm) above the finished floor.

1. Install anchor bolts to elevations required for proper attachment to supported equipment.

C. Smoke- or Heat-Detector Spacing:

1. Comply with NFPA 72, "Smoke-Sensing Fire Detectors" Section in the "Initiating

Devices" Chapter, for smoke-detector spacing.

2. Comply with NFPA 72, "Heat-Sensing Fire Detectors" Section in the "Initiating Devices"

Chapter, for heat-detector spacing.





3. Spacing of detectors for irregular areas, for irregular ceiling construction, and for high

ceiling areas shall be determined according to Appendix A [or Appendix B ]in NFPA 72.

4. HVAC: Locate detectors not closer than [3 feet (1 m)] [5 feet (1.5 m)] from air-supply

diffuser or return-air opening.

D. Duct Smoke Detectors: Comply with manufacturer's written instructions.

1. Furnish duct smoke detectors and instructions for installation to the contractor performing

work under Division 23.

2. Verify that each unit is listed for the complete range of air velocity, temperature, and

humidity possible when air-handling system is operating.

3. After installation by Div 23, verify devices are installed in accordance with the

manufacturer’s instructions.

4. Provide circuitry and connections.

E. Remote Status and Alarm Indicators: Install near each smoke detector and each sprinkler water-

flow switch and valve-tamper switch that is not readily visible from normal viewing position.

F. Audible Alarm-Indicating Devices: Install not less than 6 inches (150 mm) below the ceiling.

Install bells and horns on flush-mounted back boxes with the device-operating mechanism

concealed behind a grille.

G. Visible Alarm-Indicating Devices: Install at least 6 inches (150 mm) below the ceiling.

H. Device Location-Indicating Lights: Locate in public space near the device they monitor.

I. Fire-Alarm Control Unit: Surface mounted, with tops of cabinets not more than 72 inches (1830

mm) above the finished floor.

J. Graphic Annunciator: Install with top of panel not more than 72 inches (1830 mm) above the

finished floor.

K. Text Annunciator: Install with top of panel not more than 46 inches (1830 mm) above the finished

floor.

L. [ADD#2]Smoke Control System Sequence: In accordance with IBC 909-17, the smoke control

system shall activate components in an appropriate sequence. Fans, dampers, damper position

dry contacts, differential air pressure switches and other components of the Smoke Control

Systems are furnished and installed by Division 23. Refer to Division 23 Contract Documents

and coordinate work with Div 23. Each step in the sequence has a time duration, which shall be

listed in the Contactor’s sequence submittal with incremental and total time required for

operation. In principle, minimum sequence steps include but are not limited to:

1. Smoke Detector detects smoke. FA system resets detector and waits for automatic alarm

verification before initiating alarm and smoke control sequence. Up to 15 seconds

duration.

2. System sends signal to FA control module(s) to open/close appropriate dampers and, where

applicable, shut down HVAC systems. Up to 20 seconds duration.

3. System receives confirmation from damper monitor modules that dampers are in correct

position. Up to 10 seconds duration.

4. System sends signal to FA control module(s) to activate smoke control fans. Up to 5

seconds duration.





5. System receives confirmation from monitor module at smoke fan motor differential

pressure switch relays that associated fan(s) are operational. Up to 10 seconds duration.

6. Total sequence duration: 15 + 20 + 10 + 5 + 10 = 60 seconds delay from detection of smoke

until full system operation.

a. If a flow switch causes smoke control system activation, the 15-second smoke

verification delay for smoke detector activation (item 1 above) shall not occur (allow

5 seconds for flow switch) bringing the total to 50 seconds.

3.2 CONNECTIONS

A. For fire-protection systems related to doors in fire-rated walls and partitions and to doors in smoke

partitions, comply with requirements in Division 08 Section "Door Hardware." Connect

hardware and devices to fire-alarm system.

1. Verify that hardware and devices are NRTL listed for use with fire-alarm system in this

Section before making connections.

B. Make addressable connections with a supervised interface device to the following devices and

systems. Install the interface device less than 3 feet (1 m) from the device controlled. Make an

addressable confirmation connection when such feedback is available at the device or system

being controlled.

1. Smoke dampers in air ducts of designated air-conditioning duct systems.

2. Alarm-initiating connection to activate emergency lighting control.

3. Supervisory connections at valve supervisory switches.

4. Supervisory connections at low-air-pressure switch of each dry-pipe sprinkler system.

5. Supervisory connections at fire-pump power failure including a dead-phase or phase-

reversal condition.

6. Supervisory connections at fire-pump engine control panel.

3.3 WIRING INSTALLATION

A. Wiring Method: Install wiring in metal raceway according to Division 26 Section "Raceways

and Boxes." Conceal raceway except in unfinished spaces and as indicated.

B. Wiring within Enclosures: Separate power-limited and non-power-limited conductors as

recommended by the manufacturer. Install conductors parallel with or at right angles to sides and

back of the enclosure. Bundle, lace, and train conductors to terminal points with no excess.

Connect conductors that are terminated, spliced, or interrupted in any enclosure associated with

the fire alarm system to terminal blocks. Mark each terminal according to the system's wiring

diagrams. Make all connections with approved crimp-on terminal spade lugs, pressure-type

terminal blocks, or plug connectors.

C. Cable Taps: Taps are specifically prohibit other than at device terminal blocks, or on terminal

blocks in cabinets Use numbered terminal strips in cabinets or equipment enclosures where circuit

connections are made.

D. Color-Coding: Color-code fire alarm conductors differently from the normal building power

wiring. Use one color-code for alarm circuit wiring and a different color-code for supervisory

circuits. Color-code audible alarm-indicating circuits differently from alarm-initiating circuits.





Use different colors for visible alarm-indicating devices. Paint fire alarm system junction boxes

and covers red.

3.4 IDENTIFICATION

A. Identify system components, wiring, cabling, and terminals. Comply with requirements for

identification specified in Division 26 Section "Identification for Electrical Systems."

B. Install framed instructions in a location visible from fire-alarm control unit.

3.5 GROUNDING

A. Ground fire-alarm control unit and associated circuits; comply with IEEE 1100. Install a ground

wire from main service ground to fire-alarm control unit.

3.6 FIELD QUALITY CONTROL

A. Field tests shall be witnessed by authorities having jurisdiction.

B. Perform tests and inspections.

1. Manufacturer's Field Service: Engage a factory-authorized service representative to

inspect components, assemblies, and equipment installations, including connections, and

to assist in testing.

C. Tests and Inspections:

1. Visual Inspection: Conduct visual inspection prior to testing.

a. Inspection shall be based on completed Record Drawings and system documentation

that is required by NFPA 72 in its "Completion Documents, Preparation" Table in

the "Documentation" Section of the "Fundamentals of Fire Alarm Systems" Chapter.

b. Comply with "Visual Inspection Frequencies" Table in the "Inspection" Section of

the "Inspection, Testing and Maintenance" Chapter in NFPA 72; retain the

"Initial/Reacceptance" column and list only the installed components.

2. System Testing: Comply with "Test Methods" Table in the "Testing" Section of the

"Inspection, Testing and Maintenance" Chapter in NFPA 72.

3. Smoke control inspection and testing shall be performed per the NC Building Code (2012

Ed.) Section 909.18.8. [ADD#2]

4.3. Test audible appliances for the public operating mode according to manufacturer's written

instructions. Perform the test using a portable sound-level meter complying with Type 2

requirements in ANSI S1.4.

5.4. Test visible appliances for the public operating mode according to manufacturer's written

instructions.

6.5. Factory-authorized service representative shall prepare the "Fire Alarm System Record of

Completion" in the "Documentation" Section of the "Fundamentals of Fire Alarm Systems"





Chapter in NFPA 72 and the "Inspection and Testing Form" in the "Records" Section of

the "Inspection, Testing and Maintenance" Chapter in NFPA 72.

7. Test smoke control system for operation per the Contractor-submitted control sequence,

and per the requirements of VUSBC and IBC 909.18, including but not limited to “Special

Inspections.” [ADD#2]

D. Fire-alarm system will be considered defective if it does not pass tests and inspections. Take

corrective action and retest until accepted by the AHJ.

E. Prepare test and inspection reports.

F. Annual Test and Inspection: One year after date of Final Acceptance, test fire-alarm system

complying with visual and testing inspection requirements in NFPA 72. Use forms developed

for initial tests and inspections.

3.7 DEMONSTRATION

A. Train Owner's maintenance personnel to adjust, operate, and maintain fire-alarm system.

Schedule training in 2 sessions at the Owner’s convenience.

END OF SECTION 283111

MOORE COUNTY NEW COURTHOUSE AND RENOVATION CARTHAGE, NORTH CAROLINA

Architect’s Project Number: 582405

WATER DISTRIBUTION SYSTEM 331421 - PAGE 1

SECTION 331421 - WATER DISTRIBUTION SYSTEM (AD 03)

PART 1 GENERAL

1.01. THE REQUIREMENT

A. This specification supplements the information contained in the Chatham County Public Utilities Water Division, Water Distribution System Technical Specification.

B. The extent of work under this item includes providing and installing all pipes, pipe fittings, valves, hydrants, etc. as shown on the Drawings and described herein necessary to make complete and serviceable the water distribution system.

1.02. QUALITY ASSURANCE

A. General

1. Class numbers or pressure rating shall be clearly marked on the pipe and fittings at the factory.

B. Piping

1. All water piping shall be NSF approved, and shall bear the NSF seal of approval.

C. Codes and Standards

1. Comply with the provisions of the following codes and standards except as otherwise shown or specified.

a. AWWA

b. NCDENR

c. Moore County

1.03. SUBMITTALS

A. Section 013300 - Submittal Procedures.

B. Material Certificates

1. Provide notarized materials, certificates signed by the material manufacturer. Certify that each material item complies with the specified requirements, and was purchased for this project. CONTRACTOR shall provide a piping schedule, denoting all pipe materials, sizes, specifications (ASTM, AWWA, etc.), location etc.

C. Shop Drawings

1. Submit shop drawings on all flanged fittings, valves, operators, gates and special items including torque tubes, hangers, supports and brackets.




PART 2 PRODUCTS

2.01. POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS

A. Pressure Rated PVC

1. Pipe shall be manufactured from a Type I, Grade I Polyvinyl Chloride (PVC) compound with a Cell Classification of 12454 per ASTM D1784.

2. PVC pipe shall be manufactured in accordance with ASTM D2241.

3. Pipe shall have an integral elastomeric-gasket bell end.

a. Joints shall comply with ASTM D3139

b. Gaskets shall comply with ASTM F477

4. Minimum SDR 21, Pressure Rated 200.

5. Pipe Size: 2-inches, nominal

6. Pipe shall bear the National Sanitation Foundation (NSF) seal of approval for potable water applications.

7. Fittings shall be ductile iron mechanical joint as described in the specifications.

2.02. DUCTILE IRON FITTINGS

A. 2-inch Ductile Iron Fittings

1. Fittings shall be manufactured of Grade 65-45-12 in accordance with ASTM A-536. Fittings shall have deep bell push-on joints with gaskets meeting ASTM F-477. Transition gaskets are not allowed.

2.03. VALVES

A. PVC Ball Valves

1. PVC Ball Valves shall be manufactured from Type 1, Grade 1, Polyvinyl Chloride as outlined in ASTM D1784. The ball valves shall have Teflon ball seals and Viton stem and body seals. The valves shall carry a pressure rating of 150 psi at 73 degrees F. Valves ½ to 2-inch shall be true union design and 3-inch valves shall be single union design.

2.04. COUPLINGS

A. The use of couplings will not be allowed unless specifically called for on the Drawings. If CONTRACTOR wishes to use a coupling not called for on the Drawings the ENGINEER must approve of the application.




2.05. UNDERGROUND PIPE LOCATION SYSTEM

A. Warning Tape

1. Provide and install an early warning detection tape above all underground piping.

2. Tape shall be 3 inches wide by 4 mils thick. Tape shall be solid blue in color with continuously printed caption in black letters “CAUTION – BURIED WATER LINE BELOW”. Tape shall have a minimum tensile strength of 2,800 psi in accordance with ASTM D-882.

3. Install approximately 18 inches below ground.

B. Tracer Wire

1. A tracer wire shall be installed with all non-metallic pipe lines.

2. Wire shall be a minimum 10-gauge high strength copper clad steel conductor wire secured to the water line or service lateral at 10-foot maximum spacing and rated for direct burial use at 30 volts. The locator wire shall not be wrapped around the pipe, flanges, bells, valves, or other appurtenances.

3. At valve boxes, the wire shall be brought up on the outside of the box and folded under the lid.

4. All splices in the wire shall be made by use of an underground rated, watertight, and approved splice connector. No twisting of wire ends is permitted.

5. Wire shall be insulated with 30 mils, high density, high molecular weight polyethylene (HDPE).

6. Wire break load shall be a minimum 250 lbs.

C. Tracer Wire Testing Station

1. A tracer wire testing station shall be installed at 1,000-foot maximum spacing.

2. The box shall be constructed of a cast iron material conforming to ASTM B-253.

3. The lid shall be constructed of cast iron or ductile iron and marked “WATER”.

4. Each testing station box located out of paved areas shall be installed with a 24-inch diameter, precast reinforced concrete protector ring.

2.06. TRANSFERRING EXISTING WATER SERVICES TO NEW WATER MAIN

A. Where indicated on the plan, existing water services shall be reconnected to the new water main. Service connections to the water mains shall be made by means of a corporation stop and poly tubing as previously specified and shall be made only after the new main has been tested and disinfected and accepted by the Owner.

B. Taps shall be installed at an angle of 45° to a horizontal line perpendicular to the centerline of the pipe. Taps shall only be made to the lines under pressure and




shall be installed after the hydrostatic tests are completed. Service tubing shall be laid with a nominal cover of not less than two (2) feet. Backfill shall conform to PROJECT specifications, as applicable.

C. Only enough new service tubing shall be required to connect the new water main to the existing service line on the street side of the meter. Meter yoke, meter, meter box, etc.; are all existing and shall remain in service. Reconnection of dwellings on the opposite side of the street from the new water mains will require replacement of the service tubing through bored holes to avoid damage to the existing pavement. The bored hole shall extend a minimum of 2 feet beyond the edge of pavement on each side of the road.

PART 3 EXECUTION

3.01. INSTALLATION

A. General

1. Pipe and fittings shall be laid as directed by the ENGINEER, and located as shown on the Drawings.

B. Trenching

1. The trench shall be dug to the required alignment and depth as shown on the plans or directed by the ENGINEER, and only so far in advance of the pipe laying as the ENGINEER shall permit. The width of the trench shall be kept at a minimum. The depth of the trench shall generally be sufficient to allow a minimum of three feet of cover over the top of the pipe. The bottom of the trench shall be shaped by hand and shall support the pipe for the entire length. It shall be the responsibility of the CONTRACTOR to provide adequate bearing for all pipe lines laid in uncertain soil conditions. If the trench bottom should be softened by flooding, rain, or other causes, the unsuitable material shall be removed and replaced with suitable material properly shaped and tamped to grade. The use of timber or other material to support the pipe shall not be used.

C. Pipe Laying

1. Ductile Iron water pipe shall be laid in conformance with the standards set forth by AWWA C-600, latest revision. PVC water pipe shall be laid in conformance with the standards set forth by AWWA C-605 and AWWA M23, latest revisions. All water pipe shall be laid by experienced workmen with straight lines, even grades and all joints shall be perfectly fitted. All pipe fittings, valves, hydrants and accessories shall be carefully lowered into the trench with suitable equipment in a manner that will prevent damage to pipe and fittings. Under no circumstances shall pipe or accessories be dropped or dumped into the trench. Any defective, damaged, or unsound material shall be repaired or replaced as directed by the ENGINEER. All foreign matter or dirt shall be removed from the interior and machined ends of pipe and accessories before it is lowered into position in the trench. Pipe shall be kept clean by means approved by the ENGINEER, during and after laying.




D. Connections to Existing Mains

1. The CONTRACTOR shall make connection to the old mains when and as directed by the ENGINEER. In no case shall the CONTRACTOR shut off the water or operate the fire hydrants or gate valves of the old distribution system. In case it becomes necessary to delay the cut-off, such instructions shall be given and obeyed without recourse. At no time shall the CONTRACTOR operate any valves, gates, pumps, etc. All of these operations must be done by OWNER personnel.

2. In making connections to the old distribution system, valves shall be set as shown on the plans or at such designated place as the ENGINEER may direct. If due to unforeseen conditions, these locations have to be changed or additional valves or fittings added, the CONTRACTOR shall install the valves or fittings at the new locations upon approval by the ENGINEER. Payment for special fittings or couplings will not be made unless approved by the ENGINEER prior to installation.

E. Restraining and Blocking

1. The plugs, caps, tees and bends deflecting 11¼ degrees or more either vertically or horizontally on water lines 2 inches in diameter or larger shall be provided with thrust blocking or “Megalug” or Camlok retainer gland at each joint, installed per manufacturer’s requirements. Blocking shall be placed between solid ground and the fitting to be anchored.

2. Unless otherwise indicated or directed, the base and thrust bearing sides of the thrust blocks shall be poured directly against undisturbed earth. The sides of thrust blocks not subject to thrust may be poured against forms. The area of bearing shall be as shown on the plans or as directed. Blocking shall be placed so that the fitting joints will be accessible for repair. Rods and clamps shall be stainless steel.

3.02. FIELD QUALITY CONTROL

A. Field Tests and Inspections

1. The ENGINEER will conduct field inspections and witness field tests specified in these specifications. The CONTRACTOR shall perform field tests and provide labor, equipment, and incidentals required for testing. Be able to produce evidence, when required, that each item of work has been constructed in accordance with the Drawings and specifications.

END OF SECTION




THIS PAGE INTENTIONALLY LEFT BLANK

ASPHALT SIDEWALK

ASPHALT SIDEWALK

COURTHOUSE EXPANSION

PHASE 1

EXISTING COURTHOUSE

PHASE 2 RENOVATION

EXISTING PLANTER

EX

IST

ING

RE

GIS

TE

R

OF

DE

ED

S

SAUNDERS

STREET

MONROE

STREET

WORK IN THIS PARKING AREA SHALL BE PERFORMED

BY THE OWNER UNDER A SEPARATE CONTRACT

LOCATION FOR TEMPORARY CHILLER

REFER TO MECHANICAL

EXISTING TRANSFORMER

GENERATOR

TRANSFORMERMECHANICAL YARD

EX

IST

ING

PLA

NT

ER

PLANTER

EXISTING PLAZA

EXISTING PLAZA

EXISTING PLAZA

HISTORIC

COURTHOUSE

HATCH INDICATES EXTENTS

OF DECORATIVE PAVING

DECORATIVE HANDRAILS PER

DIVISION 5

FIRE HYDRANT

PUBLIC ENTRANCE TO

REGISTER OF DEEDS BULDING.

MAINTAIN ACCESSIBLE PATH AT

ALL TIMES DURING CONSTRUCTION.

REQUIRED EXIT FROM BASEMENT

OF EXISTING COURTHOUSE.

MAINTAIN ACCESS AT ALL TIMES

FDC CONNECTION

AND SPRINKLER

RISER ENTRANCE

RAMP

RAMP

RAMP

CHURCH PROPERTY

12' -

0"

29' -

3"

RAMP

RAMP

A1.1.2

3

A1.1.2

4

SECURITY STANCHION

REFER TO SE

DRAWINGS

25' - 0"

SO

LID

BR

ICK

CO

NS

TR

UC

TIO

N

NO

EX

IST

ING

OP

EN

ING

S

AS

SU

ME

D C

OM

MO

N

PR

OP

ER

TY

LIN

E

NC SBC 2018 705.3 BUILDINGS ON SAME LOT

EXCEPTION 1: TWO OR MORE BUILDINGS ON THE SAME LOT

BOTH BUILDINGS HAVE UNLIMITED AREA BASED ON

CONSTRUCTION TYPE

12' - 0"

SECURE PARKING AREA

ALTERNATE #3A1.1.1

1

A1.1.1

3

ORNAMENTAL FENCING

REFER TO 2/A1.1.1

ORNAMENTAL FENCING

REFER TO 7/A1.1.2

SECURITY STANCHION REFER

TO SE DRAWINGS

EXISTING GENERATOR

ANY CONTROL JOINTS NOT

SHOWN IN PAVED AREAS ARE

TO BE PROVIDED

PER SPECIFICATIONS

ANY CONTROL JOINTS NOT SHOWN

IN PAVED AREAS ARE TO BE

PROVIDED

PER SPECIFICATIONS

A1.1.2

5

4"x8" DRAINAGE

OPENING

ALL WORK REQUIRED TO SECURE PARKING LOT

IS BID ALTERNATE #3

*AD 03

*AD 03

PLAN

ELEVATIONSECTION

FENCE LINE

FULCRUM POST

TAIL POST

LINE OF PERIMETER FENCING

GATE OPERATOR

AND CONCRETE PAD

GATE OPERATOR

AND CONCRETE PAD

8' - 0"

6"

5 1

/2"

7' -

4 1

/2"

7 1

/2"

8' -

0"

3' -

0"

2 1/2" SQ POST

RIBBED CHANNEL

RAIL

PLAN

ELEVATIONSECTION

PLAN

ELEVATION SECTION

4" SQ POST

3/4" SQ PICKET

1 3/4" SQ GATE END

BLACK

EXPANDED

METAL MESH ON

INSIDE OF GATE

CRASH BAR ON

INSIDE OF GATE

8' -

0"

CARD READER

ON OUTSIDE OF

GATE

G.C. CONTROLED -

CONSTRUCTION FENCE REQUIRED

OWNER CONTROLED AREA

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50149

PROJECT NO:

DATE:

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ARCHITECTURAL SITE

& PHASING PLAN

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A1.1.1

582405

MARCH 19, 2021

1" = 20'-0"

ARCHITECTURAL SITE PLAN

GENERAL PHASING NOTES

PHASE 1: DURATION TO BE 850 CALENDAR DAYS FROM NOTICE TO PROCEED. CONSTRUCT COURTHOUSE EXPANSION IN ITS ENTIRETY INCLUDING ALL UTILITIES AND SITEWORK, PLAZA, SCREEN WALLS FOR HVAC EQUIPMENT, AND THE BRIDGE CONNECTOR TO THE EXISTING COURTHOUSE. ONCE EXISTING COURTHOUSE HAS BEEN CONSTRUCTED AND HAS A CERTIFICATE OF OCCUPANCY THE CLERK OF COURT (CURRENTLY ON FIRST FLOOR AND BASEMENT OF EXISTING COURTHOUSE) WILL RELOCATE TO THE FIRST FLOOR OF THE NEW COURTHOUSE. JUDICIAL OFFICIALS, CURRENTLY LOCATED ON THE SECOND FLOOR OF THE EXISTING COURTHOUSE) WILL RELOCATE TO THE NEW COURTHOUSE AND OCCUPY PORTIONS OF FLOORS 2, 3, AND 4. ALLOW 1 WEEK IN THE OVERALL SCHEDULE FOR THIS MOVE TO OCCUR PRIOR TO BEGINNING PHASE 2. DOWD ROAD CONNECTOR AT RICK RHYNE CAMPUS CAN BE CONSTRUCTED DURING THIS PHASE OF WORK.

PHASE 2: DURATION TO BE 240 CALENDAR DAYS FROM COMPLETION OF PHASE 1. PERFORM RENOVATION ACTIVITIES TO EXISTING COURTHOUSE ON ALL AFFECTED LEVELS (BASEMENT, FIRST FLOOR, AND SECOND FLOOR). THE SECOND LEVEL OF THE EXISTING COURTHOUSE WILL NEED TO REMAIN FUNCTIONAL AND ACCESSIBLE FOR THE GRAND JURY AND JURY ASSEMBLY. ONE ELEVATOR (SOUTH SIDE ELEVATOR) WILL BE AVAILABLE FOR CONTRACTOR USE AND SHOULD BE PROTECTED. RENOVATIONS TO THE FACADE OF THE EXISTING COURTHOUSE CAN BE PERFORMED DURING THIS PHASE.

1/4" = 1'-0"A1.1.1 A1.1.1

SLIDING GATE PLAN, ELEVATION, & SECTION1

1/4" = 1'-0"A1.1.1

PERIMETER FENCE PANEL, TYP.2

1/4" = 1'-0"A1.1.1 A1.1.1

PERSONNEL GATE3

REVISIONS

DATE DESCRIPTION

4/12/21 *AD 03

CONSTRUCTION LOGISTICS PLAN

1. CONTINUOUS SEALANT AND BACKER

2. CONTROL JOINT

3. BULLNOSE CORNER

4. CHAMFER CORNER

5. BRICK VENEER, BRICK TIES @ 16" OC EACH DIRECTION

6. METAL PANEL VENEER ON RAILING SYSTEM, REFERENCE ELEVATIONS & SECTIONS FOR TYPES.

7. METAL PANEL JOINT

8. METAL PANEL TERMINATION

9. 5/8" GYPSUM BOARD

10. CFSF-S FRAMING, REFER TO WALL TYPES

11. FURRING HAT CHANNEL

12. ALUMINUM STOREFRONT/CURTAIN WALL

13. SFRM STEEL COLUMN, 2 HOUR

14. AIR AND VAPOR BARRIER TRANSITION MEMBRANE

15. CFSF-S ANGLE

16. BATT INSULATION

17. OVERHEAD SECURITY DOOR, BETWEEN JAMB. REFER TO DOOR SCHEDULE

18. ACOUSTIC PARTITION CLOSURE FOR STOREFRONT/CURTAIN WALL

19. 48" HIGH CORNER GUARD

20. ACOUSTIC WALL PANEL

21. RECESSED MAIL BOX

22. CAST ALUM LETTERS

23. INTUMESCENT PAINT

REPRESENTED BY n

APPLIES TO DRAWINGS A2.1 - A2.nn

PLAN DETAIL KEYNOTES

*AD 03

1' -

6 1

/2"

1' - 8 7/8"

C1-2

C1-2

WA25

WA19

2

4

5

5

2

1' -

6 1

/2"

2' -

0"

1' - 0 1/2" 2' - 0"

S3

S3

WA19

2

1

1

5

5

1' -

8 1

/8"

1' - 6 1/2"

C1-2

WA6

WA6

45

WA6

WA25

C1-2

1' -

8"

25

5

2' -

5"

WA6

WA26

WA6

WA26

2

2

5

5

5

WA19

2

WA11

S3-1

2

1

WA11

WA13

2' - 0"

2

WA19

4"

2

2' -

0"

1"

3/4" 2' - 0"

M3-1

M3-1

CHAMFER

CORNER

1

1

3

1' - 0 7/8" 2' - 0"

2' -

0"

1' -

4 3

/8"

S3

S3

S3

1

1 4

1' -

4 3

/8"

1' -

4 3

/8"

2' - 7" 1/8"

C1-2

C1-2

S3

S3S3

S3

4

1 1

1

3

1' -

4 3

/8"

1' -

4 3

/8"

2' - 0" 2' - 6 7/16"

S3 S3

S3S3

S3

1 1

1 1

1

4

WA2

1' -

8"

2' - 6"

P2

P2

9 3/4"

1 125

1

10

9

12

13

1919

15 1416

1 12

5

15 1416

112

1514 161' -

8"

4' - 0"

P2

P2

P2

WA2

9

10

1919

13

112 1514 16

1' -

9"

2' - 5 1/2"P2

P2

WA2

WA2

5

910 13

10

4' - 4 1/8"

1' -

6"

P3-2

P3

P2

P2

WA2WA1

19

5

10 9

10 9

13

10

9

13

P2

P2

WA1

1' -

9"

1' -

9"

20

3' -

0"

4' - 0 1/2"

10

9

13

P2

P2

P5

WA1

19

5

10

9

13

19

2' -

6 1

/2"

2' - 0"

P2

P2

P3

C1-2

10

9

1111

10

9

13

19

11

C1-2

P2

P2

1' - 8"

2' -

0 1

/2"

10

9

13

19

19

1' - 7 3/4"

2' -

2 1

/2"

1' - 7 3/4"P2

P2

P2 18

18

10

9

13

19

19

1' - 8"

1' - 8"

2' -

0"

P2

P2

P2

109

13

19

P2

P2

WA1

WA6

C1-2

1' - 7 3/4"

5

11

1' -

6 1

/2"

10 913

19

1

12

1

12

WA7

WA4

WA4

3' - 10 3/8"

1' -

10 5

/8"

6 1

/4"

19

6 8

6

8

23

19

19

WA4

WA4

WA7

WA7

6 8

1

12

69 10

1' - 6 3/8"

2' -

0"

P2

P2

8

23

13

19

10 9

P2

P2

2' -

0"

1' - 4"

WA4

WA4

13

10

9

13

19

1' -

8"

1' - 6 1/2"

P2

P2

WA1 WA6

C1-2

10

9

13

19

18

P2

P3

WA1

1' -

8"

1' - 8"

18

1' -

0"

1' -

0"

2' -

0"

1' - 8"

1' - 8"

P2

P2

P2

P3

19

19

10

9

1

14

1

1

4

1' -

4 3

/8"

2' -

0"

2' - 0"

M3-1

M3-1

M3

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50149

PROJECT NO:

DATE:

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3-19-2021

4/1

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PLAN DETAILS

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A2.4.1

582405

MARCH 19, 2021

3/4" = 1'-0"A2.1.0 A2.4.1

PLAN DETAIL1

3/4" = 1'-0"A2.1.0 A2.4.1

PLAN DETAIL2

3/4" = 1'-0"A2.1.0 A2.4.1

PLAN DETAIL3

3/4" = 1'-0"A2.1.0 A2.4.1

PLAN DETAIL4

3/4" = 1'-0"A2.1.0 A2.4.1

PLAN DETAIL5

3/4" = 1'-0"A2.1.0 A2.4.1

PLAN DETAIL6

3/4" = 1'-0"A2.1.0 A2.4.1

PLAN DETAIL7

3/4" = 1'-0"A2.1.0 A2.4.1

PLAN DETAIL8

3/4" = 1'-0"A2.1.0 A2.4.1

PLAN DETAIL9

3/4" = 1'-0"A2.1.0 A2.4.1

PLAN DETAIL10

3/4" = 1'-0"A2.1.0 A2.4.1

PLAN DETAIL11

3/4" = 1'-0"A2.1.0 A2.4.1

PLAN DETAIL12

3/4" = 1'-0"A2.1.0 A2.4.1

PLAN DETAIL13

3/4" = 1'-0"A2.1.1 A2.4.1

PLAN DETAIL15

3/4" = 1'-0"A2.1.1 A2.4.1

PLAN DETAIL16

3/4" = 1'-0"A2.1.1 A2.4.1

PLAN DETAIL17

3/4" = 1'-0"A2.1.1 A2.4.1

PLAN DETAIL18

3/4" = 1'-0"A2.1.1 A2.4.1

PLAN DETAIL19

3/4" = 1'-0"A2.1.1 A2.4.1

PLAN DETAIL20

3/4" = 1'-0"A2.1.1 A2.4.1

PLAN DETAIL21

3/4" = 1'-0"A2.1.1 A2.4.1

PLAN DETAIL22

3/4" = 1'-0"A2.1.1 A2.4.1

PLAN DETAIL23

3/4" = 1'-0"A2.1.1 A2.4.1

PLAN DETAIL24

3/4" = 1'-0"A2.1.1 A2.4.1

PLAN DETAIL25

3/4" = 1'-0"A2.1.1 A2.4.1

PLAN DETAIL26

3/4" = 1'-0"A2.1.1 A2.4.1

PLAN DETAIL27

3/4" = 1'-0"A2.1.1 A2.4.1

PLAN DETAIL28

3/4" = 1'-0"A2.1.1 A2.4.1

PLAN DETAIL29

3/4" = 1'-0"A2.1.1 A2.4.1

PLAN DETAIL30

3/4" = 1'-0"A2.1.1 A2.4.1

PLAN DETAIL31

3/4" = 1'-0"A2.1.0 A2.4.1

PLAN DETAIL14

REVISIONS

DATE DESCRIPTION

A. FINISH SCHEDULE DESCRIBES ONLY THE BASIC OR PREDOMINANT SURFACE FINISH.

B. PROVIDE SAME FINISHES AS THE ADJACENT SPACE IN ALCOVES AND CONTINUOUS SPACES WITHOUT DESIGNATED SPACE NUMBERS.

C. CASEWORK FINISHES ARE NOT NOTED IN THE FINISH SCHEDULE. REFER TO CASEWORK ELEVATIONS AND SPECIFICATIONS FOR MATERIALS AND FINISHES.

D. DIRECTIONAL WALL FINISH INDICATORS (NORTH, EAST, SOUTH, WEST) REFER TO THE "PLAN" NORTH ORIENTATION.

E. BULKHEADS AND SOFFITS MAY NOT BE INDICATED IN FINISH SCHEDULES. REFER TO RCP DETAILS, AND OTHER DOCUMENTS FOR EXTENT.

F. PROVIDE CONTINUOUS SEALANT BETWEEN INTERIOR SLAB-ON-GRADE AND VERTICAL ELEMENT WHERE JOINT IS NOT CONCEALED BY FINISH BASE OR OTHER CONSTRUCTION.

G. ELEVATOR CAB WALLS: PROVIDE MANUFACTURER'S STANDARD FINISHES AS INDICATED. REFER TO FINISH SCHEDULE FOR ELEVATOR CAB FLOORING AND CEILING MATERIALS.a. ELEVATOR 1: BASIS OF DESIGN: KONE DESIGN COLLECTION 43019b. ELEVATOR 2: BASIS OF DESIGN: KONE DESIGN COLLECTION 43019

c. ELEVATOR 3: MANUFACTURER'S STANDARD BRUSHED STEEL FINISH ON FRONT AND SIDE WALLS AND STANDARD ETCHED STAINLESS STEEL FINISH ON BACK WALL.

d. ELEVATOR 4: MANUFACTURER'S STANDARD BRUSHED STEEL FINISH ON ALL WALLS.

e. ELEVATOR 5: MANUFACTURER'S STANDARD BRUSHED STEEL FINISH ON FRONT AND SIDE WALLS AND STANDARD ETCHED STAINLESS STEEL FINISH ON BACK WALL.

f. ELEVATOR 6: MANUFACTURER'S STANDARD BRUSHED STEEL FINISH ON FRONT AND SIDE WALLS AND STANDARD ETCHED STAINLESS STEEL FINISH ON BACK WALL.

FINISH SCHEDULE GENERAL NOTES

1. PROVIDE WAINSCOT TO ALIGN WITH TOP OF DOOR FRAMES

2. PROVIDE ACCENT BANDS AS INDICATED ON TOILET ELEVATIONS. REFER TO TILE ELEVATIONS ON SHEET A3.0.4 FOR WALL TILE PATTERNS

3. PROVIDE GT ACCENT BEHIND MIRRORS AT LAVATORY.

4. PROVIDE PAINTED FINISH AT WOOD WAINSCOT AND TRIM UNLESS NOTED OTHERWISE.

5. PROVIDE P-TILE-A2 AND P-TILE-B ON WET WALLS ONLY. STOP FINISH AT INSIDE CORNERS. REFER TO TILE ELEVATIONS ON SHEET A3.0.4 FOR WALL TILE PATTERNS.

6. PROVIDE MIRROR RUNNING ENTIRE LENGTH OF WALL BEHIND LAVATORY AND TOILET. MOUNT BOTTOM OF MIRROR AT TOP OF TOILET.

7. PATCH AND MATCH EXISTING FLOOR, WALL, AND CEILING FINISHES TO REMAIN AFFECTED BY NEW WORK.

8. PROVIDE PRECAST TERRAZZO FLOOR TO MATCH POURED LOBBY TERRAZZO.

9. PROVIDE 6 INCH HIGH INTEGRAL BASE WITH METAL TOP CAP.

10. PROVIDE 6X24 TILE BASE WITH METAL TRANSITION TO FLOOR TILE AND METAL TOP CAP. REFER TO DIVISION 9, SECTION TILING FOR INFORMATION ON METAL TILE TRANSITIONS.

11. PROVIDE ACOUSTICAL WALL PANEL ON ALL WALLS EXCEPT CASEWORK WALL. MOUNT ACOUSTICAL WALL PANEL AT 3'-0" AFF. TOP OF PANEL EXTENDS TO CEILING. LAYOUT OF REVEALS SHALL MATCH THE LAYOUT IN THE COURTROOM ACOUSTICAL PANELS BETWEEN PILASTER BAYS: 1'-0" OFFSET ON ALL FOUR SIDES WITH 2 MORE REVEALS 1'-0" APART CENTERED ON THE WALL. REFER TO DETAIL 5/A7.2.1 FOR DESIGN INTENT. PROVIDE METAL TRIM ON EXPOSED EDGES FOR PROTECTION.

12. REFER TO REFLECTED CEILING PLAN FOR DIRECTION OF WCP.

13. APPLY NATURAL WOOD VENEER WALLCOVERING ON CEILINGS INDICATED AS WOOD (WD). REFER TO RCP AND DIVISION 9, SECTION WALCOVERINGS.

*AD 03

ACCENT FINISH SCHEDULEAPPLIES TO DRAWINGS A3.0.1-A3.0.n

SPACE NUMBER ACCENT COLOR LOCATION

101 NO. 1 COLUMN AT SCREENING DESK

206 NO. 1 WOOD WAINSCOT AND BASE

NO. 2 PILASTERS

NO. 1

NO. 2

ACCENT FINISH SCHEDULE NOTES:

1. ABOVE COLOR NOS. ARE FOR ACCENT PAINT COLORS ONLY. THEY DO NOT INCLUDE DOOR FRAMES, PAINTED BASE, GENERAL WALL COLORS.

2. COLOR NOS. INDICATED ABOVE ARE PARTICULAR TO THE DESIGNATED SPACE ONLY (I.E. COLOR NO.1 FOR Ann MAY BE DIFFERENT FROM COLOR NO.1 FOR Bnn)

3. PAINT ALL EXPOSED ELEMENTS (SUCH AS PIPING AND CONDUITS) TO MATCH ADJACENT COLOR (HIDE & BLEND).

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

227 WOOD WAINSCOT AND BASE

PILASTERS

NO. 1

NO. 2


PILASTERS

NO. 1

NO. 2


PILASTERS

NO. 1

NO. 2


PILASTERS

NO. 1

NO. 2


PILASTERS

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FINISH SCHEDULE -

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582405

MARCH 19, 2021

FINISH SCHEDULE - NEW COURTHOUSE FIRST FLOOR

NUMBER NAME FLOOR BASE

WALLS

WAINSCOT CEILING NOTESNORTH EAST SOUTH WEST

100 VESTIBULE C-TILE-E TERR-E PT-A1 PT-A1 PT-A1 PT-A1 WCP 12

101 LOBBY TERR-E TERR-E PT-A PT-A PT-A PT-A ACP-A/GB-PT-A/WCP 9, 12

102 DOMESTIC VIOLENCE VT-A RB-A PT-A PT-A PT-A PT-A ACP-A

103 CASHIER/BOOKS LOBBY C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

104 JURY FUNCTIONS C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

105 MONEY ROOM C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

106 RECORDS/GEN STORAGE VT-A RB-A PT-A PT-A PT-A PT-A ACP-A

107 HEAD BOOKEEPER C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

108 ASST BOOKEEPER C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

109 CLERK OF COURT LOBBY VT-A RB-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A ACP-A

111 CLERK HEARING ROOM C-TILE-D WD-PT-A4 WD-PT-A/AWP WD-PT-A/AWP WD-PT-A/AWP WD-PT-A/AWP ACP-B/GB-PT-A 4

112 VESTIBULE C-TILE-D RB-A PT-A PT-A PT-A PT-A GB-PT-A

115 TRAFFIC/CRIMINAL RECORDS C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

116 SECURITY ELECTRONICS RFT-B RB-A PT-A PT-A PT-A PT-A EXPC-PT-A

118 CLERK WINDOWS C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A/GB-PT-A

119 TRAFFIC WORK STATIONS (12) C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

120 ASST CLERK-TRAFFIC C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

121 COPY ROOM VT-A RB-A PT-A PT-A PT-A PT-A ACP-A

122 CIVIL DIVISION RECORDS C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

123 CIVIL WORK AREA C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

124 ASST CLERK - CIVIL C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A


126 CORRIDOR C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

127 ESTATES RECORDS C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

128 ELECTRICAL CONC-SLR EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A

129 CLERK'S OFFICE C-TILE-A RB-A PT-A PT-A A-PT PT-A ACP-A

130 TOILET P-TILE-A1 MTLB PT-B PT-B PT-B PT-B P-TILE-A2/P-TILE-B/GT-A1

GB-PT-B 1, 2

131 STORAGE VT-A RB-A PT-A PT-A PT-A PT-A ACP-A

132 ASST CLK-ESTATES C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

133 ASST CLK C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

135 ESTATES DEP CLK C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A


137 COPY WORK AREA VT-A RB-A PT-A PT-A PT-A PT-A ACP-A


139 CIVIL EVIDENCE STORAGE VT-A RB-A PT-A PT-A PT-A PT-A ACP-A


141 CONFERENCE RM C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A


143 TOILET P-TILE-A1 MTLB PT-B PT-B PT-B PT-B P-TILE-A2/P-TILE-B

GB-PT-B 1, 2


GB-PT-B 1, 2

145 EVIDENCE ROOM VT-A RB-A PT-A PT-A PT-A PT-A ACP-A

146 BREAK ROOM VT-A RB-A PT-A PT-A PT-A PT-A ACP-A

147 CRIMINAL EVIDENCE STORAGE VT-A RB-A PT-A PT-A PT-A PT-A ACP-A

148 MAIL ROOM VT-A RB-A PT-A PT-A PT-A PT-A ACP-A

149 MECHANICAL CONC-SLR EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A

150 CONFERENCE ROOM C-TILE-A RB-A PT-A1 PT-A1 PT-A1 PT-A1 ACP-A

151 SUPPLY STORAGE VT-A RB-A PT-A1 PT-A1 PT-A1 PT-A1 ACP-A


GB-PT-B 1, 2


GB-PT-B 1, 2

154 JAN. SV-A SV-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A 9



157 JUVENILE RECORDS VT-A RB-A PT-A PT-A PT-A PT-A ACP-A

158 JUVENILE CLK OFFICE C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

159 ASSISTANT CLERK JUVENILE OFFICE C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

160 PROPERTY CLERK JUVENILE OFFICE C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

161 JUVENILE LOBBY C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

162 IT SERVER RFT-B RB-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A ACP-A

163 FEMALE TOILETS P-TILE-A1 MTLB P-TILE-A2/P-TILE-B/GT-A1

P-TILE-A2/P-TILE-B/GT-A1



GB-PT-B 2, 3

164 MALE TOILETS P-TILE-A1 MTLB P-TILE-A2/P-TILE-B/GT-A1




GB-PT-B 2, 3

165 SECURITY OFFICE C-TILE-A RB-B EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A ACP-A

166 VESTIBULE VT-A RB-A PT-A PT-A PT-A PT-A ACP-A

167 CORRIDOR VT-A RB-A PT-A PT-A PT-A PT-A ACP-A

168 CORRIDOR TERR-E TERR-E PT-A PT-A PT-A PT-A ACP-A


170 MECH. YARD -- -- -- -- -- -- --

S04 STAIR TERR-E -- PT-B PT-B PT-B PT-B GB-PT-B

FINISH SCHEDULE - NEW COURTHOUSE BASEMENT


WALLS


001 SALLY PORT CONC-LH EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A

002 SECURE PARKING - 20 SPACES CONC-LH EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A

003 HOLDING CONC-LH EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A ACP-A-HDC

004 HOLDING SALLY PORT CONC-LH EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A ACP-A-HDC

006 HOLDING CONC-LH EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-EPX-PT-A




010 ADA HOLDING CONC-LH EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-EPX-PT-A




014 CONTROL ROOM TCF RB-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A1 ACP-A-HDC


GB-PT-B 1, 2

016 SALLY PORT CONC-LH EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A ACP-A-HDC

017 CHANGE ROOM CONC-LH EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A SGB-PT-A




021 MAIN SERVER ROOM RFT-B RB-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A

022 WORK ROOM CONC-LH RB-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A


024 SECURITY ELECTRONICS RFT-B RB-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A

025 STORAGE CONC-SLR EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A




029 SPRINKLER RISER CONC-SLR EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A

030 CORRIDOR CONC-LH EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A

E01 ELEVATOR P-TILE-A1 SS SS SS GL SS SS

E02 ELEVATOR P-TILE-A1 SS SS SS GL SS SS

E03 ELEVATOR TERR-E SS SS SS SS SS SS 8

E04 ELEVATOR RFT-A SS SS SS SS SS SS



S01 STAIR RFT-A/RST/RR RB-A PT-B PT-B PT-B PT-B EXPC-PT-A



FINISH SCHEDULE - NEW COURTHOUSE SECOND FLOOR


WALLS


200 LOBBY TERR-E TERR-E PT-A PT-A PT-A PT-A ACP-A/GB-PT-A/WD 9

201 CONFERENCE C-TILE-D RB-A PT-A PT-A PT-A PT-A ACP-A


203 VESTIBULE C-TILE-D WD-PT-A PT-A PT-A PT-A PT-A ACP-A

203 CORRIDOR TCF-A RB-A PT-A PT-A PT-A PT-A ACP-A



206 SUPERIOR COURTROOM C-TILE-D WD-PT-A WD-PT-A/AWP WD-PT-A/AWP WD-PT-A/AWP WD-PT-A/AWP MCP-A/ACP-B/WD/GB-PT-A

4, 13

207 JURY VESTIBULE VT-A RB-A PT-A PT-A PT-A PT-A ACP-A


GB-PT-B 1, 2


GB-PT-B 1, 2

210 JURY DELIBERATION C-TILE-C RB-A PT-A/AWP PT-A/AWP PT-A/AWP PT-A/AWP ACP-B 11

211 TOILET P-TILE-A1 MTLB P-TILE-A2/P-TILE-B/GT-A1




GB-PT-B 2, 3

212 TOILET P-TILE-A1 MTLB P-TILE-A2/P-TILE-B/GT-A1




GB-PT-B 2, 3

213 VICTIM TESTIMONY C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

214 DATA RFT-B RB-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A

215 PROBATION C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

216 ATTNY TCF-A RB-A PT-A PT-A PT-A PT-A GB-PT-A


218 STORAGE RFT-B RB-A PT-A PT-A PT-A PT-A ACP-A


220 SECURITY ELECTRONICS RFT-B RB-A PT-A PT-A PT-A PT-A EXPC-PT-A





225 MEDIA OBSERVATION C-TILE-D RB-A PT-A PT-A PT-A PT-A ACP-A

226 ELECTRICAL/DATA RFT-B RB-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A

227 SUPERIOR COURTROOM C-TILE-D WD-PT-A WD-PT-A/AWP WD-PT-A/AWP WD-PT-A/AWP WD-PT-A/AWP MCP-B/ACP-B/WD/GB-PT-A

4, 13



GB-PT-B 1, 2


GB-PT-B 1, 2


232.1 ATTORNEY WORK AREA VT-A RB-A PT-A PT-A PT-A PT-A ACP-A

232.2 COURT REPORTER C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A


GB-PT-B 1, 2


GB-PT-B 1, 2

235 JAN. SV-A SV-A PT-A PT-A PT-A PT-A EXPC-PT-A 9

236 CORRIDOR C-TILE-B RB-B PT-A PT-A PT-A PT-A ACP-A

236.1 CORRIDOR C-TILE-B RB-B PT-A PT-A PT-A PT-A ACP-A


237 SUPERIOR COURT JUDGE C-TILE-B RB-B PT-A A-PT PT-A PT-A ACP-A


GB-PT-B 1, 2

240 CHAMBERS C-TILE-B RB-B PT-A PT-A PT-A PT-A ACP-A

241 BREAK ROOM VT-A RB-B PT-A PT-A PT-A PT-A ACP-A


243 CHAMBERS C-TILE-B RB-B PT-A PT-A PT-A PT-A ACP-A

244 JUDICIAL ASSISTANT C-TILE-B RB-B PT-A A-PT PT-A PT-A ACP-A

245 SENIOR SUPERIOR COURT JUDGE C-TILE-B RB-B PT-A1 PT-A1 PT-A1 A-PT ACP-A


GB-PT-B 1, 2


GB-PT-B 1, 2

249 BAILIFFS VT-A RB-A PT-A PT-A PT-A PT-A ACP-A


GB-PT-B 1, 2

251 HOLDING CONC-LH EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A SGB-PT-A

252 VESTIBULE CONC-LH EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A SGB-PT-A





257 INMATE CONC-LH EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A SGB-PT-A



260 CORRIDOR C-TILE-D RB-A PT-A PT-A PT-A PT-A ACP-A

261 CORRIDOR C-TILE-D RB-A PT-A PT-A PT-A PT-A ACP-A

262 AV RFT-B RB-B EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A

265 AV RFT-B RB-B EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A

REVISIONS

DATE DESCRIPTION

3/30/21 *AD 01

4/6/21 *AD 02

4/12/21 *AD 03

*AD 01

*AD 01

*AD 02

*AD 03

*AD 03

*AD 03

*AD 03

















NO. 2 PILASTERS

NO. 1

NO. 2





- - -

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- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -


PILASTERS

NO. 1

NO. 2


PILASTERS

NO. 1

NO. 2


PILASTERS

NO. 1

NO. 2


PILASTERS

NO. 1

NO. 2


PILASTERS

*AD 01














*AD 03

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FINISH SCHEDULE -

NEW COURTHOUSE

MO

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MARCH 19, 2021

FINISH SCHEDULE - NEW COURTHOUSE THIRD FLOOR


WALLS


300 LOBBY TERR-E TERR-E PT-A PT-A PT-A PT-A ACP-A/GB-PT-A/W

D

9






306 DISTRICT COURTROOM C-TILE-D WD-PT-A WD-PT-A/AWP WD-PT-A/AWP WD-PT-A/AWP WD-PT-A/AWP MCP-A/ACP-B/WD/

GB-PT-A

4, 13


308 TOILET P-TILE-A1 MTLB PT-B PT-B PT-B PT-B P-TILE-A2/P-TILE

-B

GB-PT-B 1, 2


-B

GB-PT-B 1, 2

310 JURY DELIBERATION C-TILE-C RB-A PT-A1/AWP PT-A1/AWP PT-A1/AWP PT-A1/AWP ACP-B 11

311 TOILETS P-TILE-A1 MTLB P-TILE-A2/P-TILE-

B/GT-A1

P-TILE-A2/P-TILE

-B/GT-A1

P-TILE-A2/P-TILE

-B/GT-A1

P-TILE-A2/P-TILE

-B/GT-A1

GB-PT-B 2, 3

312 TOILETS P-TILE-A1 MTLB P-TILE-A2/P-TILE-

B/GT-A1

P-TILE-A2/P-TILE

-B/GT-A1

P-TILE-A2/P-TILE

-B/GT-A1

P-TILE-A2/P-TILE

-B/GT-A1

GB-PT-B 2, 3

313 FINES C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A


314.1 STG RFT-B RB-A PT-A PT-A PT-A PT-A EXPC-PT-A

315 DATA RFT-B RB-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A

316 VESTIBULE TCF-A RB-A PT-A PT-A PT-A PT-A ACP-A




320 SECURITY ELECTRONICS RFT-B RB-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A

321 MEDIA OBSERVATION C-TILE-D RB-A PT-A PT-A PT-A PT-A ACP-A


323 VESTIBULE C-TILE-D RB-A PT-A PT-A PT-A PT-A ACP-A


325 ELECTRICAL DATA RFT-B RB-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A


327 DISTRICT COURTROOM C-TILE-D WD-PT-A WD-PT-A/AWP WD-PT-A/AWP WD-PT-A/AWP WD-PT-A/AWP MCP-B/ACP-B/WD/

GB-PT-A

4, 13




-B

GB-PT-B 1, 2


-B

GB-PT-B 1, 2

332 ATTORNEY WORK ROOM C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

332.1 TOILET P-TILE-A1 MTLB PT-B PT-B PT-B PT-B P-TILE-A2/P-TILE

-B

GB-PT-B 1, 2

332.2 TOILET P-TILE-A1 MTLB PT-B PT-B PT-B PT-B P-TILE-A2/P-TILE

-B

GB-PT-B 1, 2

334 COPY ROOM C-TILE-B RB-A PT-A PT-A PT-A PT-A ACP-A

335 JAN. SV-A SV-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A 9

336 STAFF TOILET P-TILE-A1 MTLB PT-B PT-B PT-B PT-B P-TILE-A2/P-TILE

-B

GB-PT-B 1, 2

337 CORRIDOR C-TILE-B RB-B PT-A PT-A PT-A PT-A1 ACP-A



338 BREAK ROOM VT-A RB-B PT-A PT-A PT-A PT-A ACP-A

339 JUDICIAL ASST C-TILE-B RB-B PT-A PT-A PT-A A-PT ACP-A

340 CHIEF JUDGE'S OFFICE C-TILE-B RB-B PT-A A-PT PT-A PT-A ACP-A


-B/GT-A1

GB-PT-B 1, 2


344 JUDGE'S OFFICE C-TILE-B RB-B PT-A PT-A PT-A A-PT ACP-A


-B/GT-A1

GB-PT-B 1, 2

347 VISITING JUDGE'S OFFICE C-TILE-B RB-B PT-A PT-A PT-A A-PT ACP-A


-B/GT-A1

GB-PT-B 1, 2

350 CONFERENCE C-TILE-D RB-B PT-A PT-A PT-A PT-A ACP-A











361 STAFF CORRIDOR C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

362 AV CONC-SLR EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A

363 AV CONC-SLR EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A

BR100 BRIDGE VT-A RB PT-B PT-B PT-B PT-B ACP-A

S03 STAIRS RFT-A/RST/RR RB-A PT-A PT-A PT-A PT-A EXPC-PT-A

FINISH SCHEDULE - NEW COURTHOUSE FOURTH FLOOR


WALLS


400 LOBBY TERR-E TERR-E PT-A PT-A PT-A PT-A ACP-A/GB-PT-A/WD 9




403.1 CONFERENCE C-TILE-D RB-A PT-A PT-A PT-A PT-A ACP-A

404 DISTRICT COURT C-TILE-D WD-PT-A WD-PT-A/AWP WD-PT-A/AWP WD-PT-A/AWP WD-PT-A/AWP MCP-C/ACP-B/WD/G

B-PT-A

4, 13

405 CONFERENCE C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

406 DATA RFT-B RB-A PT-A PT-A PT-A PT-A EXPC-PT-A


408 STG RFT-B RB-A PT-A PT-A PT-A PT-A EXPC-PT-A




411.1 SECURITY ELECTRONICS RFT-B RB-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A







418 DISTRICT COURT C-TILE-D WD-PT-A WD-PT-A/AWP WD-PT-A/AWP WD-PT-A/AWP WD-PT-A/AWP WD-PT-A MCP-C/ACP-B/WD/G

B-PT-A

4, 13


422 JAN. SV-A SV-A PT-A PT-A PT-A PT-A EXPC-PT-A 9

423 CORRIDOR C-TILE-B RB-B PT-A PT-A PT-A PT-A ACP-A



424 STAFF TOILET P-TILE-A1 MTLB PT-B PT-B PT-B PT-B P-TILE-A2/P-TILE

-B

GB-PT-B 1, 2

425 COPY/STORAGE ROOM VT-A RB-A PT-A PT-A PT-A PT-A ACP-A

426 OFFICE C-TILE-B RB-B PT-A PT-A PT-A A-PT ACP-A

427 JUDGE'S OFFICE C-TILE-B RB-B PT-A A-PT PT-A PT-A ACP-A


-B/GT

GB-PT-B 1, 2


431 CONFERENCE C-TILE-C RB-A PT-A PT-A PT-A PT-A ACP-A


-B/GT

GB-PT-B 1, 2

433 JUDGE'S OFFICE C-TILE-B RB-B PT-A PT-A PT-A A-PT ACP-A

434 OFFICE C-TILE-B RB-B PT-A A-PT PT-A PT-A ACP-A

435 FAMILY COURT OFFICE C-TILE-B RB-B PT-A PT-A PT-A A-PT ACP-A



438 VEST. CONC-LH EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A SGB-PT-A

439 VEST CONC-LH EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A SGB-PT-A





444 MALE TOILETS P-TILE-A1 MTLB P-TILE-A2/P-TILE

-B/GT-A1

P-TILE-A2/P-TILE

-B/GT-A1

P-TILE-A2/P-TILE

-B/GT-A1

P-TILE-A2/P-TILE

-B/GT-A1

GB-PT-A 2, 3

445 FEMALE TOILETS P-TILE-A1 MTLB P-TILE-A2/P-TILE

-B/GT-A1

P-TILE-A2/P-TILE

-B/GT-A1

P-TILE-A2/P-TILE

-B/GT-A1

P-TILE-A2/P-TILE

-B/GT-A1

GB-PT-A 2, 3

446 AV RFT-B RB-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A

447 AV RFT-B RB-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A EXPC-PT-A

REVISIONS

DATE DESCRIPTION

3/30/21 *AD 01

4/6/21 *AD 02

4/12/21 *AD 03

*AD 01

*AD 01

*AD 01

*AD 01

*AD 02

*AD 03

*AD 03

*AD 03

*AD 03

















NO. 2 PILASTERS

NO. 1

NO. 2





- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -


PILASTERS

NO. 1

NO. 2


PILASTERS

NO. 1

NO. 2


PILASTERS

NO. 1

NO. 2


PILASTERS

NO. 1

NO. 2


PILASTERS

*AD 01














*AD 03

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50149

PROJECT NO:

DATE:

PH

ON

E (

704)

540-3

755 F

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(704)

540-3

754

A

B

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E

1 2 4 53 6 7 8 9 10

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8277

3-19-2021

4/1

2/2

02

1 5

:02

:26

PM

FINISH SCHEDULE -

EXISTING

COURTHOUSE - ALT 1

MO

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A3.0.3

582405

MARCH 19, 2021

FINISH SCHEDULE - EXISTING COURTHOUSE - ALTERNATE 1


WALLS


E235 STORAGE ETR ETR ETR ETR ETR ETR ETR


E236.1 VESTIBULE ETR ETR ETR ETR ETR ETR ETR

E238 LOBBY ETR ETR ETR ETR ETR ETR ACP-A

E239 VESTIBULE ETR ETR ETR ETR ETR ETR ETR

E240 ELEC. ETR ETR ETR ETR ETR ETR ETR



E243 TLT ETR ETR ETR ETR ETR ETR ETR


E245 WAITING AREA ETR ETR ETR ETR ETR ETR ACP-A

E246 GRAND JURY OFFICER WAITING ETR ETR ETR ETR ETR ETR ACP-A

E248 JAN ETR ETR ETR ETR ETR ETR ETR

E249 MEDIATION OFFICE C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

E250 CORRIDOR ETR ETR ETR ETR ETR ETR ETR 7

E252 CORRIDOR ETR ETR ETR ETR ETR ETR ETR

E254 MEDIATION CONFERENCE C-TILE-C RB-A PT-A PT-A PT-A PT-A ACP-A

E258 MEDIATION HEARING ROOM C-TILE-C RB-A PT-A PT-A PT-A PT-A ACP-A



E261 MEN ETR ETR ETR ETR ETR ETR ETR

E262 WOMEN ETR ETR ETR ETR ETR ETR ETR


E264 OFFICE ETR ETR ETR ETR ETR ETR ETR


E266 CONFERENCE ROOM ETR ETR ETR ETR ETR ETR ACP-A

E267 JURY LOUNGE ETR ETR ETR ETR ETR ETR ETR 7

E268 VESTIBULE ETR ETR ETR ETR ETR ETR ACP-A


E270 CLOSET ETR ETR ETR ETR ETR ETR ETR

FINISH SCHEDULE - EXISTING COURTHOUSE - ALTERNATE 1


WALLS


EX - BASEMENT

E001 PUBLIC LOBBY ETR ETR PT-A PT-A PT-A PT-A ACP-A

E002 PUBLIC TOILET ETR ETR ETR ETR ETR ETR ETR

E003 PUBLIC TOILET ETR ETR ETR ETR ETR ETR ETR

E004 VEHICLE SALLY PORT ETR ETR ETR ETR ETR ETR ETR


E006 VT-A RB-A PT-A PT-A PT-A PT-A ACP-A

E007 DATA RFT-B RB-A EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A ACP-A

E007.1 STAFF LOCKERS P-TILE-A1 P-TILE-A1 PT-B PT-B PT-B PT-B P-TILE-A2/P-TILE

-B

ACP-A 5, 9, 10

E008 SHOWER P-TILE-A1 MTLB P-TILE-A2/P-TILE

-B

P-TILE-A2/P-TILE

-B

P-TILE-A2/P-TILE

-B

P-TILE-A2/P-TILE

-B

GB-PT-B 2

E009 VESTIBULE VT-A RB-A PT-A PT-A PT-A PT-A ACP-A

E010 SPECIMEN TOILET P-TILE-A1 MTLB P-TILE-A2/P-TILE

-B

P-TILE-A2/P-TILE

-B

P-TILE-A2/P-TILE

-B

P-TILE-A2/P-TILE

-B

GB-PT-B 6

E011 STAFF LOCKERS P-TILE-A1 P-TILE-A1 PT-B PT-B PT-B PT-B P-TILE-A2/P-TILE

-B

ACP-A 5, 9, 10

E012 SHOWER P-TILE-A1 MTLB P-TILE-A2/P-TILE

-B

P-TILE-A2/P-TILE

-B

P-TILE-A2/P-TILE

-B

P-TILE-A2/P-TILE

-B

GB-PT-B 2

E013 OFFICE C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A



E016 BREAK ROOM VT-A RB-A PT-A PT-A PT-A PT-A ACP-A

E016.1 MECH ROOM ETR ETR ETR ETR ETR ETR ETR

E017 OFFICE ASSISTANT C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

E018 OFFICE ASSISTANT C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

E019 CHIEF C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

E020 STORAGE CONC-SLR RB-A PT-A PT-A PT-A PT-A ACP-A





E025 STOR. CONC-SLR RB-A PT-A PT-A PT-A PT-A ACP-A

E026 SECURITY ETR ETR ETR ETR ETR ETR ETR

E027 CORRIDOR C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A


E029 ELECTRICAL ETR ETR ETR ETR ETR ETR ETR


E031 TOILET ETR ETR ETR ETR ETR ETR ETR

E032 RECEPTION C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A





E037 STOR. CONC-SLR RB-A PT-A PT-A PT-A PT-A ACP-A



E040 COPY/WORK AREA C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A





E045 JUDICIAL SERV OFFICES C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A








E053 TRAINING/CONFERENCE C-TILE-C RB-A PT-A PT-A PT-A PT-A ACP-A

E053.1 STORAGE ETR ETR ETR ETR ETR ETR ETR

E053.2 BREAK AREA ETR ETR ETR ETR ETR ETR ETR

E053.3 TOILET ETR ETR ETR ETR ETR ETR ETR



E056 FILE ARCHIVE CONC-SLR RB-A PT-A PT-A PT-A PT-A ACP-A


E058 INTERVIEW C-TILE-A RB-A PT-A PT-A PT-A PT-A GB-PT-A


E060 INTERVIEW C-TILE-A RB-A PT-A PT-A PT-A PT-A GB-PT-A


E062 MECHANICAL ETR ETR ETR ETR ETR ETR ETR



ES01 STAIR ETR ETR ETR ETR ETR ETR ETR

ES02 STAIR ETR ETR ETR ETR ETR ETR ETR

EX - FIRST FLOOR PLAN

E100 DA PUBLIC LOBBY ETR ETR ETR ETR ETR ETR PT-B

E101.2 CORRIDOR C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

E101.3 CORRIDOR C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

E102 ADA OFFICE C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

E103 LA OFFICE C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A






E109 INVESTIGATOR C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

E110 DA OFFICE C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

E110.1 TOILET P-TILE-A1 MTLB PT-B PT-B PT-B PT-B P-TILE-A2/P-TILE

-B

GB-PT-B 1, 2


E112 ADA C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A


E114 ADA C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A


E116.1 ADA TOILET P-TILE-A1 MTLB PT-B PT-B PT-B PT-B P-TILE-A2/P-TILE

-B

GB-PT-B 1, 2

E116.2 STORAGE CONC-SLR RB-A PT-A PT-A PT-A PT-A ACP-A

E118 FEMALE STAFF TOILETS ETR ETR ETR ETR ETR ETR ETR

E119 EVIDENCE STORAGE C-TILE-A RB-A PT-A PT-A PT-A PT-A ETR

E120 MALE STAFF TOILETS ETR ETR ETR ETR ETR ETR ETR

E121 ELECTRICAL CONC-SLR EPX-PT EPX-PT-A EPX-PT-A EPX-PT-A EPX-PT-A ACP-A

E123 TRAINING ROOM C-TILE-C RB-A PT-A PT-A PT-A PT-A ACP-A

E124 TRAINING STORAGE C-TILE-C RB-A PT-A PT-A PT-A PT-A ACP-A

E127 ACTIVE FILES/STORAGE C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A


E130 BREAK ROOM VT-A RB-A PT-A PT-A PT-A PT-A ACP-A

E131 LARGE CONFERENCE C-TILE-C RB-A PT-A PT-A PT-A PT-A ACP-A

E132 D.A. WAITING C-TILE-A RB-A PT-A PT-A PT-A PT-A ACP-A

E133 CHILDREN'S PLAY AREA VT-A RB-A PT-A PT-A PT-A PT-A ACP-A

E134 WORK AREA VT-A RB-A PT-A PT-A PT-A PT-A ACP-A

E135 OFFICE SUPPLY STORAGE VT-A RB-A PT-A PT-A PT-A PT-A ACP-A


E137 DATA RFT-B RB-A EPX-PT EPX-PT EPX-PT EPX-PT ACP-A

E138 TOILET P-TILE-A1 MTLB PT-B PT-B PT-B PT-B P-TILE-A2/P-TILE

-B

GB-PT-B 1, 2

E141 VENDING ETR ETR ETR ETR ETR ETR ACP-A

EE02 ELEVATOR ETR ETR ETR ETR ETR ETR ETR

EX - SECOND FLOOR PLAN

E201 COURTROOM ETR ETR ETR ETR ETR ETR PT-B

E202 COURTROOM ETR ETR ETR ETR ETR ETR PT-B


E204 STOR. ETR ETR ETR ETR ETR ETR ETR

E205 JURY LOBBY ETR ETR ETR ETR ETR ETR PT-B

E206 LOBBY ETR ETR ETR ETR ETR ETR PT-B

E208 ATTORNEY WORK ROOM ETR ETR ETR ETR ETR ETR ACP-A 7

E209 ATTORNEY ROOM ETR ETR ETR ETR ETR ETR ACP-A

E210 JURY ASSEMBLY LOBBY ETR ETR ETR ETR ETR ETR PT-B

E211 JURY VESTIBULE ETR ETR ETR ETR ETR ETR ACP-A

E212 JURY BREAKROOM ETR ETR ETR ETR ETR ETR ACP-A 7





E217 JURY ROOM ETR ETR ETR ETR ETR ETR ACP-A

E218 OFFICE ETR ETR ETR ETR ETR ETR ACP-A


E220 BATHROOM ETR ETR ETR ETR ETR ETR ETR


E223 OFFICE ETR ETR ETR ETR ETR ETR ACP-A



E228 CONFERENCE ETR ETR ETR ETR ETR ETR ETR

E230 CONF. ETR ETR ETR ETR ETR ETR ETR

E231 BAILIFFS ETR ETR ETR ETR ETR ETR ACP-A 7

E232 STORAGE ETR ETR ETR ETR ETR ETR ACP-A



REVISIONS

DATE DESCRIPTION

A. UNLESS INDICATED OTHERWISE, ALL COUNTERTOP(S): • 2’-10” AFF OR 2’-10” TO TOP OF RIM AT DROP-IN SINKS AND LAVATORIES WHERE

OCCURS• 2’-1” DEEP• SOLID SURFACE MATERIAL • BACKSPLASHES: 4” HIGH AT ALL SIDES AND BACK

B. UNLESS INDICATED OTHERWISE, ALL BASE CABINET(S):• 2’-0” DEEP NOMINAL• TOE KICKS: 4” HIGH AND 3” DEEP• HIGH PRESSURE LAMINATE MATERIAL• SINK LOCATIONS: 3’-0” WIDE CLEAR KNEE SPACE (NO BASE CABINET) FOR BARRIER

FREE ACCESS

C. UNLESS INDICATED OTHERWISE, ALL WALL CABINET(S):• 1’-0” DEEP NOMINAL• 2’-6” HIGH• HIGH PRESSURE LAMINATE MATERIAL• TOP AT 7’-0” AFF

D. BUILT-IN EQUIPMENT: SIZE OPENING (HEIGHT, WIDTH, AND DEPTH) AND ROUGH-IN REQUIREMENTS AS REQUIRED BASED ON APPROVED MANUFACTURER SUBMITTED.

E. ALL SHELVES: ADJUSTABLE UNLESS INDICATED OTHERWISE.

F. PROVIDE FINISH END PANELS AT ALL EXPOSED CASEWORK ENDS.

G. LOCKS: AS INDICATED.

CASEWORK GENERAL NOTES

*AD 03

*AD 03

*AD 03

FILLER

1' - 6" 3' - 0"2' -

6"

1' - 6"

FILLER

1

8 8

2' -

6"

2' - 0" 2' - 0"1

EQEQEQEQ

2' -

6"

7

18

22

A8.1.2

FILLER

1' - 9" 2' - 7" 2' - 8" 2' - 7" 1' - 9"

FILLLER

2' -

6"

18 8

9

9

2' -

10"

19 19

22

A8.1.2

2' -

6"

7

18

77777

EQ EQ EQ

2' -

6"

3' -

0"

1

13

1

13

1

13

1

13

1

13

1

13

FILLER

2' - 6" 1' - 6" 2' - 6" 2' - 6" 1' - 6" 2' - 3"

FILLER

2' - 6"2' - 6"FILLER

1' - 3" 3' - 6" 1' - 9"

FILLER

1' - 3" 3' - 6" 2' - 9"FILLER

5' -

6"

17

6

2' - 6" 1' - 3" 3' - 6" 1' - 3" 2' - 6" 1' - 3"

2

3

6

10

1' - 9" 3' - 6" 1' - 3" 2' - 6" 2"

5' -

6"

2

3

5

6

12

10

7' -

0"

FILLER

3' - 3" 2' - 6" 1' - 3" 2' - 6" 2' - 6" 1' - 3" 2' - 6"

FILLER

FILLER

3' - 3" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6"

FILLER

4

EQEQ

7

FILLER

2' - 6" 1' - 3" 3' - 6" 1' - 3" 2' - 6" 1' - 3"

2

3

5

6

10

1' - 6" 3' - 6"

FILLER1' - 0"

FILLER

2

6

FILLER

1' - 6" 2' - 6" 2' - 6" 1' - 6"

FILLER2' - 6"

3

6

10

FILLER

1' - 6" 2' - 4" 2' - 4" 2' - 4 7/16"

1

1' - 0 1/2"FILLER

1' - 3"2' - 0"1' - 3"

1' - 6" 2' - 0"

FILLER

2' - 0"

5' -

6"

6

1' - 0 1/2" FILLER

1' - 0" 3' - 6" 1' - 6" 3' - 0"

FILLER 1' - 0 1/2"

2' - 0"

FILLER

3' - 6" 1' - 6" 2' - 0"

FILLER

2' - 0"

FILLER

2' - 9" 1' - 6" 2' - 9" 3' - 0"

FILLER

FILLER3' - 0"2' - 6"2' - 9"2' - 9"FILLER

1' - 9" 3' - 6"

FILLER

1' - 9" 3' - 0" 1' - 6"

5' -

6"

6

17

FILLER 2' - 6" 2' - 6" 1' - 3" 3' - 6"

FILLER

2' - 3"

1"

2' - 8" 1' - 3" 3' - 6"

5

3 11

6

10

33

FILLER

2' - 3"

1"

2' - 8"1' - 3"3' - 6"2' - 4"

3' - 6" 1' - 3" 2' - 6" 2' - 6"FILLER

11

10

3

633

FILLER 2' - 3" 2' - 9" 2' - 9" 2' - 9" 2' - 9" 2' - 9"FILLER

FILLER

2' - 3" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" FILLER

FILLER

2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 0" FILLER

2' - 0" 3' - 6" 1' - 0"

FILLER

2' - 0" 3' - 6" 2' - 0"FILLER

5' -

6"

17

6

FILLER

1' - 6" 2' - 6" 2' - 6"

FILLER2' - 9" 3' - 0" 3' - 0"

FILLER

FILLER

1' - 3" 2' - 8"

1"

2' - 3" 3' - 6"

5' -

6"

FILLER

1' - 3" 2' - 6" 2' - 6" 3' - 6"

5

10

3

6

11

33

FILLER

1' - 6" 2' - 8"

1"

2' - 3" 3' - 6" 1' - 6"

5' -

6"

FILLER1' - 6" 2' - 6" 2' - 6" 3' - 6" 1' - 6"

5

3

10

11

6

33

FILLER

1' - 3" 2' - 6" 2' - 6" 3' - 6" 1' - 3" 2' - 6" 1' - 3"

FILLER

5' -

6"

FILLER1' - 3" 2' - 6" 2' - 6" 3' - 6" 2' - 6" 2' - 6"

FILLER

3

11

6

10

EQ EQ EQ EQ

1' - 3"2' - 0"1' - 3"

FILLER

1' - 0 1/2"

1' - 6"2' - 0"

FILLER

2' - 0"

2' - 6" 3' - 6" 1' - 3" 2' - 6" 1' - 3"

FILLER

5' -

6" 10

6

11

3

4' -

9"

1' -

2"

1' - 4"

32

4' -

9"

1' -

2"

9"

32

C

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RED ARCHITE

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50149

PROJECT NO:

DATE:

PH

ON

E (

704)

540-3

755 F

AX

(704)

540-3

754

A

B

C

D

E

1 2 4 53 6 7 8 9 10

F

G

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J

6210 A

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ELL R

OA

D •

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8277

3-19-2021

4/1

2/2

02

1 5

:02

:33

PM

CASEWORK AND

ELEVATIONS

MO

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A8.1.1

582405

MARCH 19, 2021

APPLIES TO DRAWINGS A8.1.1 - A8.1.nn

1 UNDERCOUNTER HEAVY DUTY PREFABRICATED STEEL BRACE.

2 REFRIGERATOR (NIC)

3 MICROWAVE (NIC)

4 MAIL SLOTS

5 24" D SOLID SURFACE COUNTERTOP DIES INTO TILE BACKSPLASH

6 INTEGRAL ACCESSIBLE TOE KICK (REFER TO DETAIL 18/A8.2)

7 11 1/2" STEEL SHELVING SUPPORT

8 LOCKABLE, VENTILATED BASE CABINET FOR P.C. TOWER.

9 LOCKABLE CASH DRAWER.

10 HARD PLUMBED COFFEE MACHINE (NIC)

11 OPENING FOR UNDERCOUNTER REFRIGERATOR.

12 ICE MACHINE (NIC)

13 UNDERCOUNTER CPU CRADLE (NIC).

14 DECORATIVE SHELVES ANCHORED TO WALL. MOUNT SHELVES BEFORETILING THE WALL.

15 COFFEE MACHINE (NIC)

16 PARTIAL HEIGHT WALL WITH SOLID SURFACE CAP.

17 MULTIFUNCTION COPIER (NIC)

18 12" DEEP SOLID SURFACE TRANSACTION COUNTER

19 CONTINUOUS COUNTERTOP WITH WATERFALL EDGE AT LEVELTRANSITIONS

20 CUT OUT FOR WIRE MANAGEMENT. PROVIDE PVC FINISHED EDGES.

21 PERFORATED AIR VENTS. 1" W X 1'-4" H

22 CPU (NIC)

23 SSM COUNTERTOP W/ APRON

24 2 1/2" X 2 1/2" X .185 STL ANGLE APRON CARRIER CONT

25 FINISHED END PANEL BEYOND

26 REMOVABLE PLAM PANELS, 4'-0"W MAX

27 CONT 1X2 WD BLOCKING W/ BRACKETS FOR Z CLIPS

28 4" SSM BACKSPLASH

29 2X WD LEDGER ANCHOR AT EACH STUD

30 2 1/2" x 2 1/2" x .185 STL ANGLE BRACKET CENTERED BETWEEN LAVATORIES& AT OPEN ENDS, 4'-0" MAX

31 1X WD BACKER SCREW-ATTACHED TO STL BRACKET

32 MAILBOXES. REFER TO DIVISION 10, SECTION POSTAL SPECIALTIES.

33 FINISHED END PANEL

1/4" = 1'-0"

CONTROL ROOM 014 - EAST1

1/4" = 1'-0"

CONTROL ROOM 014 - SOUTH2

1/4" = 1'-0"

CASHIER/BOOKS 102 - SOUTH4

1/4" = 1'-0"

DEPUTY 104 - NORTH5

1/4" = 1'-0"

PUBLIC WINDOWS 114 - EAST13

1/4" = 1'-0"

CLERK WINDOWS 118 - WEST14

1/4" = 1'-0"

COPY WORK 137- NORTH17

1/4" = 1'-0"

COPY WORK 137 - WEST18

1/4" = 1'-0"

BREAK ROOM 146 - WEST19

1/4" = 1'-0"

WORK ROOM 022 - EAST3

1/4" = 1'-0"

MAIL ROOM 148 - WEST20

1/4" = 1'-0"

ATTORNEY 219 - SOUTH24

1/4" = 1'-0"

BREAK ROOM 241 - WEST27

1/4" = 1'-0"

BAILIFFS 249 - SOUTH28

1/4" = 1'-0"

BAILIFFS 249 - WEST29

1/4" = 1'-0"

FINES 313 - NORTH31

1/4" = 1'-0"

COPY ROOM 121 - SOUTH7

1/4" = 1'-0"

COPY ROOM 121 - WEST9

1/4" = 1'-0"

COPY ROOM 125 - NORTH10

1/4" = 1'-0"

COPY ROOM 125 - WEST161/4" = 1'-0"

JURY DELIBERATION 210 - NORTH23

1/4" = 1'-0"

JURY DELIBERATION 231 - SOUTH25

1/4" = 1'-0"

ESTATES RECORDS 127 - EAST15

1/4" = 1'-0"

COPY ROOM 156 - EAST21

1/4" = 1'-0"

COPY ROOM 156 - SOUTH22

1/4" = 1'-0"

JURY DELIBERATION 310 - NORTH30

1/4" = 1'-0"

JURY DELIBERATION 328 - SOUTH32

1/4" = 1'-0"

ATTORNEY WORK AREA 332 - NORTH33

1/4" = 1'-0"

CLERK LOBBY 109 - EAST6

1/4" = 1'-0"

COPY ROOM 121 - NORTH81/4" = 1'-0"

ATTORNEY WORK AREA 232.1 - SOUTH26

1/4" = 1'-0"

CORRIDOR 126 - MAILBOXES11

1/4" = 1'-0"

CORRIDOR 126 - MAILBOXES12

REVISIONS

DATE DESCRIPTION

A. UNLESS INDICATED OTHERWISE, ALL COUNTERTOP(S): • 2’-10” AFF OR 2’-10” TO TOP OF RIM AT DROP-IN SINKS AND LAVATORIES WHERE

OCCURS• 2’-1” DEEP• SOLID SURFACE MATERIAL • BACKSPLASHES: 4” HIGH AT ALL SIDES AND BACK

B. UNLESS INDICATED OTHERWISE, ALL BASE CABINET(S):• 2’-0” DEEP NOMINAL• TOE KICKS: 4” HIGH AND 3” DEEP• HIGH PRESSURE LAMINATE MATERIAL• SINK LOCATIONS: 3’-0” WIDE CLEAR KNEE SPACE (NO BASE CABINET) FOR BARRIER

FREE ACCESS

C. UNLESS INDICATED OTHERWISE, ALL WALL CABINET(S):• 1’-0” DEEP NOMINAL• 2’-6” HIGH• HIGH PRESSURE LAMINATE MATERIAL• TOP AT 7’-0” AFF

D. BUILT-IN EQUIPMENT: SIZE OPENING (HEIGHT, WIDTH, AND DEPTH) AND ROUGH-IN REQUIREMENTS AS REQUIRED BASED ON APPROVED MANUFACTURER SUBMITTED.

E. ALL SHELVES: ADJUSTABLE UNLESS INDICATED OTHERWISE.

F. PROVIDE FINISH END PANELS AT ALL EXPOSED CASEWORK ENDS.

G. LOCKS: AS INDICATED.

CASEWORK GENERAL NOTES

*AD 03

*AD 03

*AD 03

FILLER

2' - 6"2' - 6"

FILLER

FILLER

1' - 0" 2' - 6" 2' - 6" 1' - 0"

FILLER

1' - 6" 2' - 9" 2' - 9"

FILLER

4' - 0" 4' - 0"FILLER

417

FILLER

1' - 3" 2' - 6" 2' - 6" 1' - 3"

FILLER

4' -

2"

14

15

FILLER 1' - 6" 2' - 6" 2' - 6" 1' - 6" 1' - 6"

FILLER

2' - 6" 2' - 6" 2' - 6" 3' - 0"

2' - 9" 3' - 6" 1' - 6"

2

3

6

15

7' - 0"

2' - 4"2' - 4"2' - 4"

2' -

6"

7 7

FILLER

1' - 6" 2' - 6" 2' - 6" 1' - 6"

FILLER

1

3' -

6"

FILLER

1' - 3" 2' - 9" 2' - 9" 1' - 3"

FILLER

17

1616

1' - 3" 1' - 6" 3' - 6" 2' - 6" 1' - 6"

2

3

6

15

1' - 3" 2' - 6" 3' - 6" 2' - 6" 1' - 3"

2

3

6

15

FILLER

2' - 6"1' - 6"

15

FILLER

1' - 6"2' - 3"2' - 3"2' - 3"1' - 6"

FILLER

2' -

6"

1

2' - 3" 3' - 6" 1' - 3"

FILLER

5' -

6"

2

3

6

15

2' -

6"

EQ EQ EQ EQ

7 7 7

2' - 0" 1' - 3"

FILLER

FILLER

2' - 6" 1' - 3" 2' - 3" 2' - 3" 2' - 6" 1' - 3"

FILLER

FILLER1' - 0" 2' - 6" 1' - 3" 2' - 3" 2' - 3" 2' - 6" 1' - 3"

FILLER

18 GAUGE STEEL POWDER

COATED BRACKET ALLOWS

THE TOE KICK TO SWING

OUT WITH THE CABINET

DOOR ALLOWING

UNIMPEDED ACCESS FOR

WHEELCHAIRS

4"

3"

4"

4"

2' -

10"

1"

4"

1"

4"

1"

6"

1' -

1 1

/4"

4"

2' - 0"

20

9

21

22

MAX

6"

2' -

10"

MA

X T

O R

IM

2' -

3"

MIN 8" MIN

9"

MIN

LIF

TIN

G C

LE

AR

AN

CE

2' - 0"

23

24

25

26

27

28

29

30

31

5' -

6"

2' - 6" 1' - 3" 3' - 6" 1' - 3" 2' - 6"

FILLER

2

6

2' - 0" 1' - 6" 1' - 10" 1' - 6" 2' - 0"

FILLER

1

FILLER

3' - 0" 3' - 0" 1' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6"

FILLER

2' -

6"

2' - 0"

2"

4"

4"

4"

1' -

4 1

/2"

1"4"1"4"1"7 1/2"

20

21

22

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50149

PROJECT NO:

DATE:

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540-3

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1 2 4 53 6 7 8 9 10

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3-19-2021

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CASEWORK AND

ELEVATIONS

MO

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NC

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A8.1.2

582405

MARCH 19, 2021

APPLIES TO DRAWINGS A8.1.1 - A8.1.nn

1 UNDERCOUNTER HEAVY DUTY PREFABRICATED STEEL BRACE.

2 REFRIGERATOR (NIC)

3 MICROWAVE (NIC)

4 MAIL SLOTS

5 24" D SOLID SURFACE COUNTERTOP DIES INTO TILE BACKSPLASH

6 INTEGRAL ACCESSIBLE TOE KICK (REFER TO DETAIL 18/A8.2)

7 11 1/2" STEEL SHELVING SUPPORT

8 LOCKABLE, VENTILATED BASE CABINET FOR P.C. TOWER.

9 LOCKABLE CASH DRAWER.

10 HARD PLUMBED COFFEE MACHINE (NIC)

11 OPENING FOR UNDERCOUNTER REFRIGERATOR.

12 ICE MACHINE (NIC)

13 UNDERCOUNTER CPU CRADLE (NIC).

14 DECORATIVE SHELVES ANCHORED TO WALL. MOUNT SHELVES BEFORETILING THE WALL.

15 COFFEE MACHINE (NIC)

16 PARTIAL HEIGHT WALL WITH SOLID SURFACE CAP.

17 MULTIFUNCTION COPIER (NIC)

18 12" DEEP SOLID SURFACE TRANSACTION COUNTER

19 CONTINUOUS COUNTERTOP WITH WATERFALL EDGE AT LEVELTRANSITIONS

20 CUT OUT FOR WIRE MANAGEMENT. PROVIDE PVC FINISHED EDGES.

21 PERFORATED AIR VENTS. 1" W X 1'-4" H

22 CPU (NIC)

23 SSM COUNTERTOP W/ APRON

24 2 1/2" X 2 1/2" X .185 STL ANGLE APRON CARRIER CONT

25 FINISHED END PANEL BEYOND

26 REMOVABLE PLAM PANELS, 4'-0"W MAX

27 CONT 1X2 WD BLOCKING W/ BRACKETS FOR Z CLIPS

28 4" SSM BACKSPLASH

29 2X WD LEDGER ANCHOR AT EACH STUD

30 2 1/2" x 2 1/2" x .185 STL ANGLE BRACKET CENTERED BETWEEN LAVATORIES& AT OPEN ENDS, 4'-0" MAX

31 1X WD BACKER SCREW-ATTACHED TO STL BRACKET

32 MAILBOXES. REFER TO DIVISION 10, SECTION POSTAL SPECIALTIES.

33 FINISHED END PANEL

1/4" = 1'-0"

COPY WORK E040 - NORTH10

1/4" = 1'-0"

COPY WORK E040 - WEST11

1/4" = 1'-0"

TRAINING E123 - NORTH12

1/4" = 1'-0"

COPY WORK E040 - EAST9

1/4" = 1'-0"

BREAKROOM E130 - SOUTH13

1/4" = 1'-0"

DA WAITING E132 - SOUTH WEST14

1/4" = 1'-0"

WORK AREA E134 - NORTH EAST15

1/4" = 1'-0"

WORK E134 - SOUTH16

1/4" = 1'-0"

JURY BREAK E206 - EAST17

1/4" = 1'-0"

BAILIFFS E221 - WEST18

1/4" = 1'-0"

JURY LOUNGE E267 - SOUTHWEST19

1/4" = 1'-0"

RECEPTION E032 - SOUTH EAST8

1/4" = 1'-0"

BREAKROOM E016 - SOUTH7

1/4" = 1'-0"

PROB LOBBY E006 - NORTH WEST6

1/4" = 1'-0"

COPY STORAGE 425 - NORTH5

1/4" = 1'-0"

COPY STORAGE 425 - EAST4

3" = 1'-0"A8.1.2

ACCESSIBLE TOE KICK - TYPICAL21

1" = 1'-0"A8.1.1 A8.1.2

CPU CABINET WITH CASH DRAWER22

3/4" = 1'-0"A8.1.2

SECTION - ACCESSIBLE LAVATORY20

TYP

TYP

1/4" = 1'-0"

BREAK ROOM 338 - EAST3

1/4" = 1'-0"

COPY ROOM 334 - WEST2

1/4" = 1'-0"

COPY ROOM 334 - EAST1

1" = 1'-0"A8.2.6 A8.1.2

CPU cabinet23

REVISIONS

DATE DESCRIPTION

SYMBOL DESCRIPTION

COMMUNICATIONS LEGEND

TELECOMMUNICATIONS OUTLET, MOUNT AT +3'-10"AFF. REFER TO DETAIL ON E4.1

TELECOMMUNICATIONS OUTLET, MOUNT AT +1'-6"AFF. REFER TO DETAIL ON E4.1

INMATE PHONE , MOUNT AT +1'-6"AFF. REFER TO DETAIL ON E4.1

RECESSED FLOOR MOUNT DEVICE COMPLETE WITH FITTINGS FOR FLOOR COVERING.

ELEVATOR RESCUE ASSISTANCE INTERCOM. REFER TO DETAIL ON E4.2

MICROPHONE OUTLET, WALL MOUNT AT +1'-6"AFF, FLUSH FLOOR MOUNT. SUBSCRIPT NUMBER INDICATES NUMBER OF JACKS TO PROVIDE IN OUTLET.

SOUND SYSTEM SPEAKER, RECESS WALL MOUNT AT +7'-6"AFF. 'WG' WHERE PRESENT INDICATES PROVIDE PROTECTIVE WIRE GUARD.

SYSTEM FURNITURE COMMUNICATIONS CONNECTION VIA FLUSH WALL BOX MOUNTED +4"AFF. PROVIDE 2" CONDUIT WITH BUSHING FROM BOX TO ABOVE CEILING. PROVIDE TWO CAT 6a DATA CABLES PER WORKSTATION. COORDINATE WITH FURNITURE PROVIDER PRIOR TO ROUGH-IN.

TELECOMMUNICATIONS EQUIPMENT RACK.

2” EMT CONDUIT SLEEVE WITH NYLON BUSHING EACH END UNO, THRU WALL AT +6” ABOVE FINISHED CEILING.

TELECOMMUNICATIONS GROUND BUS BAR, MOUNT AT +1'-6"AFF.

TELECOMMUNICATIONS MAIN GROUND BUS BAR, MOUNT AT +1'-6"AFF.

12" CABLE TRAY, MOUNT AT +6" ABOVE FINISHED CEILING.

# #

SOUND SYSTEM SPEAKER, RECESS CEILING MOUNT. 'WG' WHERE PRESENT INDICATES PROVIDE PROTECTIVE WIRE GUARD.

M M

S

S

SF

TGB

TMGB

WIRELESS ACCESS POINT - CEILING MOUNTED - PROVIDE A CAT6a DATA CABLE TO LOCATION WITH 5' EXTRA LENGTH. DEVICE PROVIDED BY THE OWNER.

WA

POWER/COMMUNICATIONS FLOOR BOX. PROVIDE SAME POKE THRU FLOOR BOX AS THE POWER/COMMUNICATIONS/AV FLOOR BOX. REFER TO EITHER FLAT PANEL DISPLAY OUTLET WITH LOWER OUTLETS CONDUIT DETAIL OR TELECOMMUNICATIONS OUTLET CONDUIT DETAIL ON DRAWING E4.1.

POWER/COMMUNICATIONS/AV FLOOR BOX. PROVIDE TELECOMMUNICATION OUTLET WITH TWO CAT 6A DATA CABLES AND TERMINATE IN NEAREST DATA ROOM. REFER TO AV FLOOR BOX DETAIL ON TA-701 IN THE AV DRAWING SET.

POWER/COMMUNICATIONS POKE THRU. PROVIDE SAME POKE THRU AS THE POWER/COMMUNICATIONS/AV POKE THRU. REFER TO EITHER FLAT PANEL DISPLAY OUTLET WITH LOWER OUTLETS CONDUIT DETAIL OR TELECOMMUNICATIONS OUTLET CONDUIT DETAIL ON DRAWING E4.1.

POWER/COMMUNICATIONS/AV POKE THRU. PROVIDE TELECOMMUNICATION OUTLET WITH TWO CAT 6A DATA CABLES AND TERMINATE IN NEAREST DATA ROOM. REFER TO AV POKE THRU DETAIL ON TA-701 IN THE AV DRAWING SET.

TELECOMMUNICATIONS OUTLET FOR DISPLAY SIGNAGE. REFER TO AV DISPLAY/SIGNAGE OUTLET CONDUIT DETAIL ON E4.1.

TELECOMMUNICATIONS OUTLET FLAT PANEL DISPLAY. REFER TO FLAT PANEL DISPLAY OUTLET WITH LOWER OUTLETS CONDUIT DETAIL ON E4.1.

TELECOMMUNICATIONS OUTLET FLAT PANEL DISPLAY. REFER TO FLAT PANEL DISPLAY OUTLET CONDUIT DETAIL ON E4.1.

TELECOMMUNICATIONS OUTLET FOR CEILING MOUNTED FLAT PANEL DISPLAY. PROVIDE CEILING MOUNTED TELECOMMUNICATION OUTLET WITH TWO CAT 6A DATA CABLES AND TERMINATE IN NEAREST DATA ROOM. REFER TO CEILING MOUNTING DISPLAY DETAIL ON TA-701 IN THE AV DRAWING SET.

TV

TELECOMMUNICATIONS OUTLET FOR CEILING MOUNTED PROJECTOR. PROVIDE CEILING MOUNTED TELECOMMUNICATION OUTLET WITH TWO CAT 6A DATA CABLES AND TERMINATE IN NEAREST DATA ROOM. REFER TO PROJECTOR MOUNTING DETAIL ON TA-701 IN THE AV DRAWING SET.

VP

TELECOMMUNICATIONS OUTLET FLAT PANEL DISPLAY. REFER TO AV DISPLAY/SIGNAGE OUTLET CONDUIT DETAIL ON E4.1.

SYMBOL DESCRIPTION

DEMOLITION LEGEND

REMOVE DEVICES, EQUIPMENT, IN ACCORDANCEWITH THE GENERAL DEMOLITION NOTES.

DEVICES ARE EXISTING TO REMAIN.

WITHIN HATCHED AREAS, DISCONNECT AND REMOVE ALL ELECTRICAL MATERIALS INCLUDING BUT NOT LIMITED TO LIGHTS, DEVICES, EQUIPMENT, SPEAKERS, FIRE ALARM, COMMUNICATIONS, AND CIRCUITRY.

A. PROVIDE ALL ELECTRICAL DEMOLITION WORK REQUIRED TO INSTALL THE WORK INDICATED. REMOVE, REROUTE, AND RECONNECT ALL BRANCH CIRCUITS THAT WILL REMAIN IN USE BUT INTERFERES WITH THE WORK.

B. REMOVE ALL EXISTING CONDUITS THAT WILL NOT BE REUSED AND WHERE THEY WILL BE EXPOSED AFTER COMPLETION. ABANDON ALL OTHERS IN THE WALLS ONLY. DISCONNECT ALL WIRING INDICATED AND/OR REQUIRED TO BE REMOVED FROM ALL POWER SOURCES. REMOVE ALL WIRING FROM ABANDONED CONDUITS AND PROVIDE BLANK COVER PLATES FOR BOXES NOT UTILIZED FOR THE WORK.

C. MAINTAIN CONTINUITY OF ALL EXISTING CIRCUITS TO REMAIN OR PORTIONS THEREOF AFFECTED BY THE WORK.

D. BEFORE DEMOLITION, VERIFY WITH THE OWNER ALL EQUIPMENT TO BE SALVAGED TO OWNER AND NOT REMOVED FROM THE SITE. FOR ALL REMAINING EQUIPMENT INDICATED FOR REMOVAL (AND NOT RELOCATED), REMOVE AND DISPOSE IN A LEGAL MANNER.

E. EXERCISE CARE IN REMOVING DEMOLITION ITEMS. REPAIR OR REPLACE ALL DAMAGE CAUSED TO EXISTING CONSTRUCTION AND EQUIPMENT TO REMAIN.

F. DRAWINGS ARE BASED UPON EXISTING PLANS AND FIELD INVESTIGATION WITHOUT DEMOLITION. VISIT THE EXISTING BUILDING AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS AND EXAMINE ALL DRAWINGS TO AVOID CONFLICTS.

G. WHERE DEMOLITION OF TELECOMMUNICATIONS DEVICES OCCUR, REMOVE CABLING NOT INDICATED TO REMAIN BACK TO POINT OF ORIGIN.

H. DEMOLITION FLOOR PLANS ARE PROVIDED FOR REFERENCE ONLY TO AID IN DEFINING THE SCOPE OF DEMOLITION WORK.

GENERAL DEMOLITION NOTES

SYMBOL DESCRIPTION

FIRE ALARM LEGEND

FIRE ALARM AUDIO/VISUAL NOTIFICATION DEVICE, MOUNT AT 80” AFF AND NOT MORE THAN 96”. SUBSCRIPT NUMBER INDICATES STROBE CANDELA RATING.

FIRE ALARM VISUAL STROBE NOTIFICATION DEVICE, 80” AFF AND NOT MORE THAN 96”. SUBSCRIPT NUMBER INDICATES STROBE CANDELA RATING.

FIRE ALARM MANUAL PULL STATION, MOUNT AT +3'-10"AFF.

FIRE ALARM KEY OPERATED MANUAL PULL STATION, MOUNT AT +3'-10"AFF.

F

FK

FIRE ALARM DUCT SMOKE DETECTOR, FURNISH AND CONNECT UNDER DIVISION 28. INSTALL UNDER DIVISION 23. VERIFY LOCATION WITH DIVISION 23 PRIOR TO ROUGH-IN. PROVIDE ACCESSIBLE KEY OPERATED REMOTE TEST SWITCH FOR EACH DETECTOR.

SMOKE DETECTOR, CEILING MOUNT. SUBSCRIPT 'G' WHEN PRESENT INDICATES PROVIDE DEVICE GUARD.

HEAT DETECTOR, CEILING MOUNT. SUBSCRIPT 'G' WHEN PRESENT INDICATES PROVIDE DEVICE GUARD.

S

H

FIRE ALARM TAMPER SWITCH, PROVIDE UNDER DIVISION 23, MONITOR UNDER DIVISION 28.TS

FIRE ALARM FLOW SWITCH, PROVIDE UNDER DIVISION 23, MONITOR UNDER DIVISION 28.FS

POST INDICATOR VALVE SWITCH, PROVIDE UNDER DIVISION 23, MONITOR UNDER DIVISION 28.PV

FIRE ALARM PRESSURE SWITCH, PROVIDE UNDER DIVISION 23, MONITOR UNDER DIVISION 28.PS

FIRE ALARM REMOTE INDICATOR, CEILING MOUNT.RI

FIRE ALARM MONITOR MODULE. NOT ALL MONITOR MODULES ARE INDICATED ON DRAWINGS. PROVIDE QUANTITY AND IN LOCATIONS REQUIRED TO ACCOMPLISH SPECIFIED MONITORING FUNCTIONS.

M

CFIRE ALARM CONTROL MODULE. NOT ALL CONTROL MODULES ARE INDICATED ON DRAWINGS. PROVIDE QUANTITY AND IN LOCATIONS REQUIRED TO ACCOMPLISH SPECIFIED CONTROL FUNCTIONS.

FIRE ALARM SPRINKLER BELL, MOUNT AT +10'-0"AFF.B

FIRE ALARM MAGNETIC DOOR HOLDER, WALL MOUNT DEVICE AT 6" BELOW TOP OF DOOR. PROVIDE HINGED MAGNETIC CATCH PLATE ON DOOR TO MATE WITH DEVICE, COORDINATE LOCATION AND LENGTH WITH DIVISION 08. PROVIDE CONCEALED 120-VOLT POWER CONNECTION AND FIRE ALARM CONTROL MODULE IF REQUIRED FOR PROPER OPERATION.

FIRE ALARM DOOR HOLDER/CLOSER HARDWARE UNDER DIVISION 08, MONITOR AND CONTROL INTERFACE WITH FIRE ALARM UNDER DIVISION 28.

FIRE ALARM/POWER CONNECTION TO DIVISION 23 SMOKE OR FIRE/SMOKE DAMPER. COORDINATE WITH DIVISION 23. REFER TO TYPICAL FIRE/SMOKE DAMPER DIAGRAM.

SD

M

M

FIRE ALARM AUDIO/VISUAL NOTIFICATION DEVICE WITH DEVICE GUARD, 80” AFF AND NOT MORE THAN 96”. SUBSCRIPT NUMBER INDICATES STROBE CANDELA RATING. # / # INDICATES STROBE SETTING AND REDUCED EFFECTIVE OUTPUT WHEN DEVICE GUARD IS PRESENT.

FIRE ALARM VISUAL STROBE NOTIFICATION DEVICE, 80” AFF AND NOT MORE THAN 96”. SUBSCRIPT NUMBER INDICATES STROBE CANDELA RATING. # / # INDICATES STROVE SETTING AND REDUCED EFFECTIVE OUTPUT WHEN DEVICE GUARD IS PRESENT.

FIRE ALARM AUDIO/VISUAL NOTIFICATION DEVICE, CEILING MOUNTED. SUBSCRIPT NUMBER INDICATES STROBE CANDELA RATING.

FIRE ALARM VISUAL STROBE NOTIFICATION DEVICE, CEILING MOUNTED. SUBSCRIPT NUMBER INDICATES STROBE CANDELA RATING.

FIRE ALARM AUDIO/VISUAL NOTIFICATION DEVICE WITH DEVICE GUARD, CEILING MOUNTED. SUBSCRIPT NUMBER INDICATES STROBE CANDELA RATING. # / # INDICATES STROBE SETTING AND REDUCED EFFECTIVE OUTPUT WHEN DEVICE GUARD IS PRESENT.

FIRE ALARM VISUAL STROBE NOTIFICATION DEVICE, CEILING MOUNTED. SUBSCRIPT NUMBER INDICATES STROBE CANDELA RATING. # / # INDICATES STROVE SETTING AND REDUCED EFFECTIVE OUTPUT WHEN DEVICE GUARD IS PRESENT.

xx

xx

xx

xx

xx

xx

xx

xx

A. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. IN THE CASE OF A CONFLICT, DISAGREEMENT, OR AMBIGUITY, PROVIDE THE BETTER QUALITY. IN THE CASE OF A CONFLICT, DISAGREEMENT, OR AMBIGUITY, PROVIDE THE GREATER QUANTITY OF WORK.

B. FOLLOW MOUNTING HEIGHTS INDICATED IN THE ELECTRICAL LEGEND UNLESS OTHERWISE INDICATED. MEASURE ALL MOUNTING HEIGHTS FROM THE DEVICE CENTER LINE UNLESS OTHERWISE INDICATED.

C. FIELD VERIFY EXACT FEEDER LOCATIONS FOR MECHANICAL EQUIPMENT PRIOR TO ROUGH-IN.

D. EQUIPMENT CONNECTIONS ARE INDICATED IN THEIR APPROXIMATE LOCATIONS. VERIFY EXACT LOCATIONS OF ALL CONNECTIONS WITH OTHER TRADES SUPPLYING EQUIPMENT TO AVOID CONFLICTS AT INSTALLATION.

E. LOCATED ALL SWITCHES FOR LOCAL CONTROL OF LIGHTING ON STRIKE SIDE OF SINGLE DOORS UNLESS OTHERWISE INDICATED.

F. PROVIDE SPECIFIC BREAKER ARRANGEMENT FOR THE PANEL BOARDS WHEREVER PHYSICALLY POSSIBLE. PROVIDE AS-BUILT DRAWINGS INDICATING ACTUAL BRANCH CIRCUIT ARRANGEMENT. PROVIDE TYPE WRITTEN PANELBOARD DIRECTORIES INDICATING ACTUAL BRANCH CIRCUIT ARRANGEMENT.

G. PROVIDE AS-BUILT DRAWINGS INDICATING ACTUAL BRANCH CIRCUIT ARRANGEMENT. PROVIDE TYPEWRITTEN PANELBOARD DIRECTORIES INDICATING ACTUAL BRANCH CIRCUIT ARRANGEMENT. HAND WRITTEN SCHEDULES ARE NOT ACCEPTABLE.

H. ALL CONDUIT RUNS INDICATED ARE DIAGRAMMATIC, COORDINATE ROUTING IN ALL SPACES WITH OTHER TRADES.

I. ALL PANELBOARDS INDICATED ARE HOUSED IN A SINGLE WIDTH ENCLOSURE, UNO. THE CONTRACTOR SHALL FIELD VERIFY ROOM LAYOUT AND ADJUST ACCORDINGLY, AT NO COST TO THE OWNER, IF PROVIDING ANY PANELBOARD ENCLOSURES.

J. WHERE POWER AND COMMUNICATION OUTLETS ARE INDICATED IN CLOSE PROXIMITY ON THE DRAWINGS, FIELD COORDINATE THE LOCATIONS TO PLACE THE OUTLETS ADJACENT TO EACH OTHER.

K. ALL EXTERIOR RECEPTACLES SHALL BE LABELED "WR" - WEATHER RESISTANT.

L. WHEN GROUPING MULTIPLE LINE TO NEUTRAL BRANCH CIRCUITS IN A CONDUIT, PROVIDE DEDICATED COLOR CODED NEUTRAL CONDUCTORS FOR EACH CIRCUIT. DO NOT USE BREAKER TIES AND SHARED NEUTRALS EVEN THOUGH PERMITTED BY NEC.

M. PROVIDE A 2” WIDE YELLOW LINE PAINTED ON THE FLOOR INDICATING THE ELECTRICAL WORKING SPACE. IN FRONT OF ALL ELECTRICAL PANELS IN ELECTRICAL ROOMS. REFER TO PLANS FOR ELECTRICAL WORKING SPACE DETAILS. STENCIL “NO STORAGE” IN 2” HIGH, YELLOW LETTERS CENTERED IN THE OUTLINED AREA.

GENERAL NOTES

A123

SPACE NUMBER

BUILDING AREA (WHEN USED)

SPACE IDENTIFICATION TAG

GRAPHICS SYMBOLS LEGEND

1

E4.1

1

E3.1

1

E5.1

DETAIL TITLE1/4"=1'-0"

1E5.1E2.2

SECTION TITLE1/4"=1'-0"

1E4.1

SECTION NUMBER

DRAWING WHERE SECTION IS INDICATED

SECTION WHERE CUT

ENLARGED PLAN NUMBER

DRAWING WHERE ENLARGED PLAN IS INDICATED

ENLARGED PLAN WHERE CUT

DETAIL NUMBER

DRAWING WHERE DETAIL IS INDICATED

DETAIL TAG

DETAIL NUMBERDRAWING WHERE DETAIL IS INDICATEDDRAWING WHERE DETAIL IS CUTADDITIONAL DRAWING REFERENCES

E2.3E2.4

SECTION NUMBERDRAWING WHERE SECTION IS INDICATEDDRAWING WHERE SECTION IS CUTADDITIONAL DRAWING REFERENCES

E2.2E2.3E2.4

SYMBOL DESCRIPTION

LIGHTING LEGEND

LIGHT SWITCH, RATED 120/277 VOLTS, 20-AMPS, MOUNT AT +3'-10"AFF. SUBSCRIPT/SUPERSCRIPT LETTERS, NUMBERS, AND SYMBOLS INDICATES SWITCH TYPE AS FOLLOWS:

3 INDICATES 3-WAY LIGHT SWITCH4 INDICATES 4-WAY LIGHT SWITCHD INDICATES DIMMER SWITCHP INDICATES PILOT LIGHT, ON WHEN SWITCH IS ONK INDICATES KEY OPERATED LIGHT SWITCHOS INDICATES SWITCH WITH INTEGRAL OCCUPANCY SENSOROD INDICATES DIMMER SWITCH WITH INTEGRAL OCCUPANCY/DAYLIGHT SENSOR

LOWER CASE LETTER INDICATES LIGHT FIXTURE CONTROL DESIGNATION

OMNI-DIRECTIONAL LIGHTING CONTROL OCCUPANCY /DAYLIGHT SENSOR, CEILING MOUNT.

LIGHT FIXTURE, CEILING MOUNT.

LIGHT FIXTURE ON EMERGENCY POWER, CEILING MOUNT.

LIGHTING FIXTURE.

LIGHTING FIXTURE ON EMERGENCY POWER.

WALL WASHER LIGHTING FIXTURE.

LIGHT FIXTURE, WALL MOUNT, HEIGHT AS INDICATED.

EMERGENCY EGRESS LIGHTING FIXTURE, WITH BATTERY PACK, WALL MOUNT AT +8'-0"AFF.

EXIT SIGN, CEILING MOUNT. DIRECTIONAL ARROWS AS INDICATED. SHADING INDICATES FACE(S) OF SIGN.

EXIT SIGN, WALL MOUNT. DIRECTIONAL ARROWS AS INDICATED. SHADING INDICATES FACE(S) OF SIGN.

TRACK LIGHTS.

LIGHT FIXTURE, POLE MOUNT.

LIGHTING RELAY CONTROLS ALL LIGHTING ON CIRCUIT DENOTED. CONNECT COIL TO SECURITY SYSTEM.

R

SYMBOL DESCRIPTION

ONE LINE DIAGRAM LEGEND

CIRCUIT BREAKER

FUSED SWITCH

TRANSFORMER

TRANSFER SWITCH

FEEDER DESIGNATIONXXX

CURRENT TRANSFORMERCT

PT POTENTIAL TRANSFORMER

SYMBOL DESCRIPTION

POWER LEGEND

APPLIANCE RECEPTACLE, MOUNT AT +1'-6" AFF. PROVIDE NEMA CONFIGURATION TO MATCH PLUG FOR EQUIPMENT SERVED.

APPLIANCE RECEPTACLE, MOUNT AT +1'-6"AFF. PROVIDE NEMA CONFIGURATION TO MATCH PLUG FOR EQUIPMENT SERVED. CONNECT TO EMERGENCY POWER, PROVIDE RED DEVICE.

DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT AT +1'-6"AFF.

DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT AT +1'-6"AFF. CONNECT TO EMERGENCY POWER, PROVIDE RED DEVICE.





DUPLEX RECEPTACLE, NEMA 5-20R, RECESS FLOOR MOUNT.

GFCI DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT AT +1'-6"AFF. PROVIDE NEMA 3R "WHILE IN USE" ENCLOSURE.

GFCI DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT AT +1'-6"AFF.

GFCI DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT AT +1'-6"AFF. CONNECT TO EMERGENCY POWER, PROVIDE RED DEVICE.

GFCI DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT AT +3'-10"AFF.

GFCI DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT AT +3'-10"AFF. CONNECT TO EMERGENCY POWER, PROVIDE RED DEVICE.

DOUBLE DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT AT +1'-6"AFF.

DOUBLE DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT AT +1'-6"AFF. CONNECT TO EMERGENCY POWER, PROVIDE RED DEVICE.

DOUBLE DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT AT +3'-10"AFF.

DOUBLE DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT AT +3'-10"AFF. CONNECT TO EMERGENCY POWER, PROVIDE RED DEVICE.

DOUBLE DUPLEX RECEPTACLE, NEMA 5-20R, RECESS FLOOR MOUNT.

POWER/COMMUNICATIONS FLOOR BOX. PROVIDE SAME POKE THRU FLOOR BOX AS THE POWER/COMMUNICATIONS/AV FLOOR BOX. REFER TO EITHER FLAT PANEL DISPLAY OUTLET WITH LOWER OUTLETS CONDUIT DETAIL OR TELECOMMUNICATIONS OUTLET CONDUIT DETAIL ON DRAWING E4.1.

POWER/COMMUNICATIONS/AV FLOOR BOX. PROVIDE DOUBLE DUPLEX RECEPTACLE. REFER TO AV FLOOR BOX DETAIL ON TA-701 IN THE AV DRAWING SET.

POWER/COMMUNICATIONS POKE THRU. PROVIDE SAME POKE THRU AS THE POWER/COMMUNICATIONS/AV POKE THRU. REFER TO EITHER FLAT PANEL DISPLAY OUTLET WITH LOWER OUTLETS CONDUIT DETAIL OR TELECOMMUNICATIONS OUTLET CONDUIT DETAIL ON DRAWING E4.1.

POWER/COMMUNICATIONS/AV POKE THRU. PROVIDE DOUBLE DUPLEX RECEPTACLE. REFER TO AV POKE THRU DETAIL ON TA-701 IN THE AV DRAWING SET.

SYSTEM FURNITURE FLEX POWER CABLE CONNECTION VIA FLOOR BOX. COORDINATE W/ SYSTEM FURNITURE PROVIDER PRIOR TO ROUGH-IN.

SYSTEM FURNITURE FLEX POWER CABLE CONNECTION VIA FLUSH WALL BOX MOUNTED 4" AFF. COORDINATE W/FURNITURE PROVIDER PRIOR TO ROUGH-IN.

METALLIC SURFACE RACEWAY, DEVICES AS INDICATED, MOUNT AT +1'-6"AFF, UNO.

JUNCTION BOX, CONCEALED ABOVE CEILING, UNO.

MUSHROOM SWITCH, HEAVY DUTY WITH LEGEND PLATE. MOUNT W/HANDLE AT +3'-10" AFF, UNO.

MANUAL MOTOR STARTER, OVERLOAD PROTECTION AS REQUIRED PER NAME PLATE RATINGS, WITH 'ON' INDICATOR PILOT LIGHT. FLUSH MOUNT W/HANDLE AT +3'-10"AFF, UNO.

DISCONNECT SWITCH, FUSIBLE OR NON-FUSIBLE AS INDICATED. MOUNT W/HANDLE AT +4'-6"AFF, UNO.

MAGNETIC MOTOR STARTER, WITH OVERLOAD RELAYS AS REQUIRED TO SERVE MANUFACTURER REQUIREMENTS OF EQUIPMENT SERVED. PROVIDE WITH HAND-OFF-AUTOMATIC SELECTOR SWITCH AND INDICATOR LIGHTS.. MOUNT W/HANDLE AT +4'-6"AFF, UNO.

COMBINATION MAGNETIC STARTER AND DISCONNECT SWITCH. WITH OVERLOAD ELEMENTS AND FUSING AS REQUIRED TO SERVE MANUFACTURER REQUIREMENTS OF EQUIPMENT SERVED. PROVIDE WITH HAND-OFF-AUTOMATIC SELECTOR SWITCH AND INDICATOR LIGHTS.. MOUNT W/HANDLE AT +4'-6"AFF, UNO.

EQUIPMENT POWER CONNECTION.

MOTOR CONNECTION.

CONNECTION TO DIV 23 MOTORIZED DAMPER, VERIFY LOCATION.

POWER FOR ELECTRIC DOOR LOCK CONNECTION.

EMERGENCY GENERATOR.

PANELBOARD.

TRANSFORMER, PROVIDE CONCRETE HOUSEKEEPING PAD UNLESS NOTED OTHERWISE.

SF

SF

J

E

M

EL

G

T

FEEDER TAG. REFER TO FEEDER SCHEDULE ON DWG E5.1.XXX

TAMPER RESISTANT DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT AT +1'-6"AFF.

POWER FOR DISPLAY SIGNAGE OUTLET. REFER TO AV DISPLAY/SIGNAGE OUTLET CONDUIT DETAIL ON E4.1.

POWER FOR FLAT PANEL DISPLAY OUTLET. REFER TO FLAT PANEL DISPLAY OUTLET WITH LOWER OUTLETS CONDUIT DETAIL ON E4.1.

POWER FOR FLAT PANEL DISPLAY OUTLET. REFER TO FLAT PANEL DISPLAY OUTLET CONDUIT DETAIL ON E4.1.

POWER FOR CEILING MOUNTED FLAT PANEL DISPLAY. PROVIDE CEILING MOUTNED DOUBLE DUPLEX RECEPTACLE. REFER TO CEILING MOUNTING DISPLAY DETAIL ON TA-701 IN THE AV DRAWING SET.

TV

FLUSH VALVE TRANSFORMER POWER CONNECTION. PROVIDE A 4"X4" RECESSED JB AND MOUNT POWER SUPPLY PROVIDED BY DIV 22. COORDINATE CONNECTION WITH DIV 22. PROVIDE A 2"X4" JB AT EACH TOILET, SINK AND WATER CLOSET AS RECOMMENDED BY THE MANUFACTURER. PROVIDE 2#14 IN 1/2"C "DAISY CHAINED" BETWEEN UP TO EIGHT BOXES AND TERMINATING AT POWER SUPPLY.

P

ISOLATION VALVE. REFER TO ISOLATION VALVE CONTROL DETAIL ON DRAWING E4.2.V

POWER FOR CEILING MOUNTED PROJECTOR. PROVIDE CEILING MOUTNED DOUBLE DUPLEX RECEPTACLE. REFER TO PROJECTOR MOUNTING DETAIL ON TA-701 IN THE AV DRAWING SET.

VP

POWER FOR FLAT PANEL DISPLAY OUTLET. REFER TO AV DISPLAY/SIGNAGE OUTLET CONDUIT DETAIL ON E4.1.

C

C

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ENG I N EER3/19/21

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PROJECT NO:DATE:

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70

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M LEGENDS,

ABBREVIATIONS AND

GENERAL NOTES

MO

OR

E C

OU

NT

Y, N

OR

TH

CA

RO

LIN

A

MO

OR

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OU

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CO

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E0.1

582405MARCH 19, 2021

ABBREVIATIONS

1P SINGLE PHASE

3P THREE PHASE

3R WEATHERPROOF (NEMA 3R)

A AMPS

AFF ABOVE FINISHED FLOOR

AL ALUMINUM

ATS AUTOMATIC TRANSFER SWITCH

BFC BELOW FINISHED CEILING

BFG BELOW FINISHED GRADE

BKR BREAKER

C CONDUIT

CATV COMMUNITY ANTENNA TELEVISION (CABLE)

CB CIRCUIT BREAKER

CBL CABLE

CCTV CLOSED CIRCUIT TELEVISION

CKT CIRCUIT

CLG CEILING

CLR CLEAR

CO. COMPANY

COMB COMBINATION

COMM COMMUNICATIONS

CU COPPER

DIA DIAMETER

DISC DISCONNECT

DIV DIVISION

DWG DRAWING

EBH ELECTRIC BASEBOARD HEATER

EC EMPTY CONDUIT

ECS EMERGENCY COMMUNICATIONS STATION

ELEC ELECTRICAL

ELEV ELEVATOR

EPO EMERGENCY POWER OFF

EQ EQUIPMENT

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EX EXISTING

EXT EXTERIOR

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FAGP FIRE ALARM GRAPHIC PANEL

FAXP FIRE ALARM EXTENDER PANEL

FFSCP FIRE FIGHTER'S SMOKE CONTROL PANEL

FLA FULL LOAD AMPS

FPMR FUSE PER MANUFACTURERS REQUIREMENTS/RECOMMENDATIONS

FPND FUSE PER NAMEPLATE DATA

G GROUND

GE GROUND FAULT PROTECTION FOR EQUIPMENT, 6-50mA PER NEC 427.22 (PROVIDE ACCESSORY FORINDICATED BREAKER)

GFCI GROUND FAULT CIRCUIT INTERRUPT

GFP GROUND FAULT PROTECTION FOR PERSONNEL, 4-6mA (PROVIDE ACCESSORY FOR INDICATEDBREAKER)

HKP HOUSEKEEPING PAD

HP HORSEPOWER

HPS HIGH PRESSURE SODIUM

Hz HERTZ

IAW IN ACCORDANCE WITH

IG ISOLATED GROUND

J-BOX JUNCTION BOX

KHFSS KITCHEN HOOD FIRE SUPPRESSION SYSTEM

KHz KILOHERTZ

KVA KILOVOLT AMPS

KW KILOWATTS

KWH KILOWATT HOURS

L LOCKOUT TO PREVENT UNAUTHORIZED SWITCHING (PROVIDE ACCESSORY FOR INDICATED BREAKER)

LC ROUTE CIRCUIT TO LOAD VIA LIGHTING CONTACTOR, REFER TO LC SCHEDULE

LED LIGHT EMITTING DIODE

LTG LIGHTING

LTS LIGHTS

MAX MAXIMUM

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MH METAL HALIDE

MHz MEGAHERTZ

MIN MINIMUM

ML MAINTENANCE LOCK (PROVIDE ACCESSORY FOR INDICATED BREAKER)

MLO MAIN LUG ONLY

MNS MASS NOTIFICATION SYSTEM

MOCP MAXIMUM OVER CURRENT PROTECTION.

MTD MOUNTED

N NEUTRAL

N/C NORMALLY CLOSED

N/O NORMALLY OPEN

NO. NUMBER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

P PILOT LIGHT (AT THE SWITCH HANDLE)

PBD PANELBOARD

PD PROTECTIVE DEVICE

RCPT RECEPTACLE

REC RECEPTACLE

SEC SECURITY

SPD SURGE PROTECTIVE DEVICE

SPEC. SPECIFICATION(S)

ST SHUNT TRIP, 120V COIL (PROVIDE ACCESSORY FOR INDICATED BREAKER)

SW SWITCH

SWBD SWITCHBOARD

TBB TELECOMMUNICATIONS BONDING BACKBONE

TC TELECOMMUNICATIONS CLOSET

TELECOM TELECOMMUNICATIONS

TGB TELECOMMUNICATIONS GROUNDING BUS BAR

TMGB TELECOMMUNICATIONS MAIN GROUNDING BUS BAR

TYP TYPICAL

UNO UNLESS NOTED (INDICATED) OTHERWISE

V VOLTS

VFD VARIABLE FREQUENCY DRIVE

W WATTS

W/ WITH

WG WIRE GUARD

WP WEATHERPROOF

XFER TRANSFER

XFMR TRANSFORMER

REVISIONS

DATE DESCRIPTION

4/12/21 ADD#3

48X

24

F B

36X24

F

B

36X24

F

B

36X24

F

B

36X24

F

B

48X

24

F B

48X

24

F B

48X24

F

B

36X24

F

B

36X24

F

B

48X

24

F B

48X24

F

B

48X12

36X30

F

B

36X24

F

B

48X

12

36X24

F

B

48X

12

48X

12

36X24

F

B

48X

24

F B

36X24

F

B

48X

24

F B

36X24

F

B

48X24

F

B

48X

24

F B

36X12

48X

24

F B

36X24

F

B

36X12

48X

24

F B

48X24

F

B

48X

24

F B

48X12

36X24

F

B

48X

24

F B

36X24

F

B

36X15

48X

12

48X

24

F B

48X12

36X24

F

B

36X24

F

B

36X24

F

B

36X12

36X30

F

B

36X12

48X

24

F B

48X

24

F B

36X24

F

B

48X

24

F B

36X24

F

B

36X24

F

B

36X24

F

B

36X24

F

B

48X

12

36X15

36X12

36X24

F

B

36X24

F

B

48X

24

F B

36X24

F

B

36X24

F

B

36X12

48X

24

F B

36X24

F

B

48X24

F

B

36X24

F

B

48X24

F

B

48X24

F

B

48X

24

F B

48X24

F

B

36X24

F

B

36X30

F

B

36X24

F

B

36X12

36X24

F

B

36X24

F

B

48X24

F

B

48X24

F

B

48X

24

F B

36X24

F

B

36X24

F

B

48X

24

F B

36X24

F

B

48X

24

F B

48X

24

F B

48X

12

48X12

36X24

F

B

36X24

F

B

48X

24

F B

36X15

48X

24

F B

48X

24

F B

36X12

48X

24

F B

36X12

48X

24

F B

36X24

F

B

36X24

F

B

REF.FEB

FEC

FE

C

FE

C

F F

F

F

S

S

S

S

S

S

S

WA

WA

WA

WA

S

S

S

SS

S

S

S

WAS

F

S

SD

SF

SF

SF

SF

SF SF

SF

SF

SF

S

S

S

S

S

S

S

S S

S S

SS

SS

M

M

WA

WA

WA

WA

WA

WA

WA

WA

WA

WA

SF

REPRESENTED BY n

APPLIES TO DRAWINGS E2.03, E2.1.3, E2.2.3, E2.3.3 & E2.4.3

KEYNOTES

1. PROVIDE COPPER COMMUNICATIONS DEMARK PLYWOOD BACKBOARD .

2. PROVIDE FOUR 4" CONDUITS UNDERGROUND BETWEEN DEMARK AND SERVER ROOM. REFER TO TELECOMMUNICATIONS RISER DIAGRAM FOR CABLING REQUIREMENTS.

3. REFER TO SECURITY DRAWINGS FOR MODIFICATIONS TO THE EXIST SECURITY EQUIPMENT AND SYSTEMS.

4. PROVIDE TWO FIRE ALARM ADDRESSABLE CONTROL MODULES FOR OPERATION OF THE ELEVATOR RECALL. PROVIDE ONE CONTROL MODULE FOR THE PRIMARY AND ONE FOR THE SECONDARY RECALL IN THE ELEVATOR CONTROLLER. EXTRA FIRE ALARM ELEVATOR RECALL ARE AS FOLLOWED:

• AN ALARM SIGNAL FROM A SMOKE DETECTOR IN THE ELEVATOR HOISTWAY OR ELEVATOR LOBBY (OTHER THAN AT THE PRIMARY RECALL LEVEL) SHALL ACTUATE THE CONTROL MODULE TO SEND ELEVATOR TO PRIMARY LANDING.

• AN ALARM SIGNAL FROM A SMOKE DETECTOR IN THE ELEVATOR LOBBY AT THE PRIMARY RECALL LEVEL SHALL ACTUATE THE CONTROL MODULE TO SEND ELEVATOR TO SECONDARY LANDING.

• FIRE ALARM CONTROL AND MONITOR MODULES SHALL BE MOUNTED WITHIN 36" OF THE EQUIPMENT CONTROLLED OR MONITORED.

5. REFER TO TELECOMMUNICATIONS RISER DIAGRAM FOR ADDITION CONDUIT AND CABLING BETWEEN DATA CLOSETS.

6. PROVIDE A COMBINATION SMOKE/CO DETECTOR IN THIS ROOM. ON ACTIVATION, DE-ENERGIZE THE BOILERS IN THIS ROOM.

JUVENILERECORDS

157

ASSISTANTCLERK

JUVENILEOFFICE

159

IT SERVER

162

JUVENILELOBBY

161

FEMALETOILETS

163

MALE TOILETS

164

COPY ROOM

156

JUVENILE CLKOFFICE

158

PROPERTYCLERK

JUVENILEOFFICE

160

RECORDS/GENSTORAGE

106

MONEY ROOM

105

CORRIDOR

155

JURYFUNCTIONS

104

DOMESTICVIOLENCE

102

ELEVATOR

E05

ELEVATOR

E06 CASHIER/BOOKSLOBBY

103

SECURITYOFFICE

165

HEADBOOKEEPER

107

ASSTBOOKEEPER

108

CORRIDOR

168

LOBBY

101

VESTIBULE

112CLERK

HEARINGROOM

111

CLERK OFCOURT LOBBY

109

PUBLICWINDOWS

114

CLERKWINDOWS

118

CIVIL DIVISIONRECORDS

122

ESTATESRECORDS

127

CORRIDOR

126

ELECTRICAL

128

CIVIL WORKAREA

123

ASST CLERK -CIVIL

124

COPY ROOM

125

COPY ROOM

121

CIVILEVIDENCESTORAGE

139

TOILET

144

TOILET

143

ELEVATOR

E01

EVIDENCEROOM

145

BREAK ROOM

146

CRIMINALEVIDENCESTORAGE

147

MAIL ROOM

148

MECHANICAL

149CONFERENCEROOM

150

SUPPLYSTORAGE

151

TOILET

152

TOILET

153

JAN.

154

ELEVATOR

E02

STAIR

S02

CORRIDOR

142

ELEVATOR

E04

TRAFFIC/CRIMINALRECORDS

115

TRAFFIC WORKSTATIONS (12)

119

ASSTCLERK-TRAFFIC

120

COPY WORKAREA

137

ESTATES DEPCLK

138

ESTATES DEPCLK

140

CONFERENCERM

141

ESTATES DEPCLK

136ESTATES DEPCLK

135

ASST CLK

133

ASSTCLK-ESTATES

132

TOILET

130

STORAGE

131

CLERK'SOFFICE

129

STAIR

S01

5 SECURITYELECTRONICS

116E2.1.2

2

MECH. YARD

170

E2.1.2

3

5

5

CORRIDOR

167

15

110

VESTIBULE

100

ELEVATOR

E03

STAIR

S03

VESTIBULE

166

CORRIDOR

169

STAIR

S04

TS

FS

8' - 9" 17' - 0" 5' - 6" 3' - 9"

7' -

9"

13' -

6"

1 3 4 5 6 7 8

9 10 12 13 15 16 17 18 19 21 22

H

J

K

L

M

N

P

Q

R

S

T

15 30

15

30

30

75 75

15

15

15

15 15 15

15

15

75

75

110

30

15

15

30

30

30

30

15

30

75

15

15

15

15

1515

15

15

15

75

15

15

15

1515 15

30

15

15

75

15

75

15

15

15

15

30 30

15

110

15

COMM ONLY

C

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FLOOR

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E2.1.3

582405MARCH 19, 2021

1/8" = 1'-0"

COMMUNICATIONS FLOOR PLAN - FIRST FLOOR

REVISIONS

DATE DESCRIPTION

4/12/21 ADD#3