ADDENDUM NO. 1 - Arnell-West · Monte Vista Elementary Remodel Addendum #01 Structural Revisions July 11 , 201 9 SE001 1. Revise “R” & “C d” factors and design base shear

GSBS Project No. 2019.021.00 Monte Vista Elementary Classroom Addition

Jordan School District

MONTE VISTA ELEMENTARY SCHOOL CLASSROOM ADDITION

Bid # 20kp02 Project No. 2019.021.00

ADDENDUM NO. 1 July 11, 2019

The original specifications and drawings, dated June 24th, 2019 for the project referenced above are amended in the Addendum No. 1, dated July 11, 2019. Receipt of this addendum shall be acknowledged by inserting its number and date in the space provided on the bid form. This addendum consists of the following: Attachments: This addendum includes the following attachments:

1. Revised Specification Table of Contents 2. Revised specification Section 04200 – Unit Masonry 3. Added specification Section 033300 - Architectural Concrete 4. Electrical addendum, narrative, drawings, and specifications. 5. Structural addendum, narrative and drawings

AD1-A01 Specification Section 04200 3.5.F - Mortar Bedding and Jointing

F. For face brick tool exposed joints with weather struck joint in horizontal bed joints only. Thumbprint hard, using a jointer larger than joint thickness unless otherwise indicated. Provide mock-up of brick veneer wall 4’x4’ prior to brick installation.

AD1-A02 Specification Section 033300 – Architectural Concrete Specification section added.

AD1-A03 Drawing Sheet G001:

• Index revised to indicate added sheet AE302. AD1-A04 Drawing Sheet AE101:

• Added wall section cut in vestibule 153.

AD1-A05 Drawing Sheet AE200:

• Added note for architectural concrete.

• Added wall section cut 1/AE302.

• AD1-A06 Drawing Sheet AE301:

• Detail 1 & 2 – Added note 2” mineral wool blanket. Typical behind all spandrel.


• Added Sheet.

GSBS Project No. 2019.021.00 Monte Vista Elementary Classroom Addition


• Added dimensions for operable partition.

AD1-S01 Structural Narrative and Drawings:

• SE001.

• SB101.

• SB602.

• SF101.

• SF602. AD1-E01 Electrical Narrative and Drawings:

• Specification 27 4100.

• Specification 27 5123.

• EG102.

• EP101.

• ET200.

• ET300.

• ET400.

• ET700.

• ET701.

• Prior Approvals as listed on Electrical Narrative.

End of Addendum No. 1

Monte Vista Elementary Remodel Addendum #01

Structural Revisions

July 11, 2019

SE001

1. Revise “R” & “Cd” factors and design base shear in the design criteria.

SB101

1. Add footing steps and top of footing call-outs

2. Redesign foundation walls and footings as concrete retaining walls to account for the existing sloped grade.

3. Revise column sizes at Grid 4.9-M and 5.1-M.

SB602

1. Add concrete retaining wall schedule.

SF101

1. Revise weight of mechanical roof top unit and joist point loads.

2. Revise column sizes at Grid 4.9-M and 5.1-M.

SF602

1. Revise steel column schedule and steel baseplate schedule.

End of Addendum #01

Attachments: SE001, SB101, SB602, SF101, SF602,

MONTE VISTA ELEMENTARY SCHOOL REMODEL

Electrical Addendum #1 Issue Date: 06/03/2019

Page 1 of 3

7/10/2019 2:21 PM J:\2019\108\CORR\ADDENDUMS\2019 07 02 Addendum #1.docx

CLARIFICATION TO THE BIDDERS:

CHANGES TO THE SPECIFICATIONS:

SPECIFICATION 27 4100

1. Section 2.4

a. Typical Classroom & Collaboration Area Equipment Schedule

i. Change ‘SC1’ to ‘SC2’ Ceiling, Motorized, 16x10, 113" Screen W/HD Progressive

0.9 Material

ii. Add ‘SC1’ - Wall Mounted, Manual, 16x10, 113" Screen W/Matte White Material

– Da-Lite - Model C with CSR 34730 W/ 6" Bracket

SPECIFICATION 27 5123

1. Refer to attached document for updated specification.

CHANGES TO THE DRAWINGS:

SHEET EG102

1. Panelboard Schedule ‘AD’. Provide 20A. 1Pole spare circuit breakers at numbers 44, 46 and 47

through 54. Provide ‘Spaces at numbers 55 through 60.

SHEET EP101

1. The power supply above the ceiling at Grid K north of Teacher Proj. Room 152 and south of

Restroom 151 are door hold open power supplies.

2. Sheet Keynote E3. Add the statement: Extend box as required to account for new surfaces.

3. Sheet Keynote E4. Add the statement:.Connect on both ends as required.

SHEET ET200

1. Teacher Proj. rm 152

a. Add D65 display on the south wall with +66”.

b. Add Junction box in the center of the room with keynote V14.

c. Add conduit between D65 and junction box with (C-1e) tag.

d. Add V201/ET701 diagram bubble.

2. Project room 157

a. Center D65 on wall.

b. Add conduit between D65 and East junction box with (C-1e) tag.

c. Remove conduit between junction boxes.

SHEET ET300


a. Add D65 display on the south wall with +66”.



Page 2 of 3


b. Add HD symbol in the center of the room with keynote V15.

2. Collaboration Area 161

a. Change ‘SC1’ to ‘SC2’.

SHEET ET400

1. Collaboration Area 161

a. Remove North wire from C1 loudspeaker to the East C1 loudspeaker.


a. Add ‘IC1’ intercom loudspeaker and volume controller to this room. Connect ‘IC1’

intercom loudspeaker and volume controller to intercom system located in the adjacent

hallway.

3. Project room 157

a. Add ‘IC1’ intercom loudspeaker and volume controller to this room. Connect ‘IC1’

intercom loudspeaker and volume controller to intercom system located in Collaboration

area 161.

4. Refer to attached sheet for clock locations.

SHEET ET700

1. Refer to attached sheet for changes to the diagrams.

SHEET ET701

1. Refer to attached sheet for changes to the diagrams.

PRIOR APPROVAL OF MANUFACTURERS OF ELECTRICAL EQUIPMENT

The following items, trade names, products and manufacturers are approved for bidding. Approval does

not relieve the bidder from satisfying the intent of the requirements of drawings, specifications and addenda

in every respect. Failure to conform to the design quality and standards specified, established and required

may result in later disapproval. If equipment must be disapproved after bidding, supplier shall supply

specified equipment at no extra cost to the Owner.

Items are listed generally and specific model number, etc. shall be as submitted. Items submitted but not approved, either did not satisfy the requirements, or showed insufficient data, or arrived after the 8 day deadline established for submittals.

TYPE SPECIFIED RMLC

APPROVED SSCO

APPROVED QUANTUM APPROVED

A2 METALUX COLUMBIA DAY-BRITE -

A4 METALUX COLUMBIA DAY-BRITE -

B2 METALUX COLUMBIA DAY-BRITE -

C2F METALUX COLUMBIA DAY-BRITE -

D4 CONTECH LTG. - LIGHTOLIER ALPHABET

L3MR LUMENWERX - PINNACLE NEO-RAY

L4MPD LUMENWERX - PINNACLE NEO-RAY

OD4 PATHWAY LTG. PRESCOLITE HE WILLIAMS -



Page 3 of 3


OW1 HE WILLIAMS LEDAlux - LUMARK

P48 LUMENWERX - PINNACLE PRUDENTIAL

X1 EMERGI-LITE BEGHELLI CHLORIDE -

END OF ELECTRICAL ADDENDUM

Addendum 1

TABLE OF CONTENTS TOC - 1

MONTE VISTA ELEMENTARY SCHOOL

CLASSROOM ADDITION

GSBS PROJECT NO. 2019.021.00

Table of Contents

Division Section Title Pages

PROCUREMENT AND CONTRACTING DOCUMENTS GROUP

VOLUME 1 – DIVISIONS 00-14

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

AIA A201 2017 - GENERAL CONDITIONS OF THE CONTRACT FOR 41

CONSTRUCTION

AIA G701 2017 - CHANGE ORDER 1

AIA G704 2017 - CERTIFICATE OF SUBSTANTIAL COMPLETION 1

AIA G710 2017 - ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS 1

AIA G714 2017 - CONSTRUCTION CHANGE DIRECTIVE 1

SPECIFICATIONS GROUP

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

011000 SUMMARY 5

012100 ALLOWANCES 1

012200 UNIT PRICES 2

012300 ALTERNATES 2

012500 SUBSTITUTION PROCEDURES 4

012600 CONTRACT MODIFICATION PROCEDURES 3

012900 PAYMENT PROCEDURES 5

013100 PROJECT MANAGEMENT AND COORDINATION 11

013200 CONSTRUCTION PROGRESS DOCUMENTATION 8

013300 SUBMITTAL PROCEDURES 10

014000 QUALITY REQUIREMENTS 7

014200 REFERENCES 8

015000 TEMPORARY FACILITIES AND CONTROLS 8

016000 PRODUCT REQUIREMENTS 5

017300 EXECUTION 10

017700 CLOSEOUT PROCEDURES 7

017823 OPERATION AND MAINTENANCE DATA 9

017839 PROJECT RECORD DOCUMENTS 3

017900 DEMONSTRATION AND TRAINING 7

Facility Construction Subgroup

DIVISION 02 - EXISTING CONDITIONS

024113 SELECTIVE SITE DEMOLITION 5

024119 SELECTIVE DEMOLITION 8

DIVISION 03 - CONCRETE

030004 SITE CONCRETE 18

033000 CAST-IN-PLACE CONCRETE 21

033300 ARCHITECTURAL CONCRETE – Addendum 1 12

Addendum 1



CLASSROOM ADDITION


DIVISION 04 - MASONRY

042000 UNIT MASONRY 23

DIVISION 05 - METALS

051200 STRUCTURAL STEEL FRAMING 10

052100 STEEL JOIST FRAMING 6

053100 STEEL DECKING 5

054000 COLD-FORMED METAL FRAMING 11

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

061053 MISCELLANEOUS ROUGH CARPENTRY 8

061600 SHEATHING 6

064116 PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS 10

064400 ORNAMENTAL WOODWORK 9

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

071900 WATER REPELLENTS 5

072100 THERMAL INSULATION 5

072715 NONBITUMINOUS SELF-ADHERING SHEET AIR BARRIERS 11

074113.19 BATTEN-SEAM METAL ROOF PANELS 12

074293 SOFFIT PANELS

075216 STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS 23

MEMBRANE ROOFING

076200 SHEET METAL FLASHING AND TRIM 10

077129 MANUFACTURED ROOF AND INTERIOR EXPANSION JOINTS 23

077200 ROOF ACCESSORIES 5

078413 PENETRATION FIRESTOPPING 7

079200 JOINT SEALANTS 8

DIVISION 08 - OPENINGS

081113 HOLLOW METAL DOORS AND FRAMES 10

081416 FLUSH WOOD DOORS 6

084313 ALUMINUM-FRAMED STOREFRONTS 9

087100 DOOR HARDWARE 21

088000 GLAZING 11

DIVISION 09 - FINISHES

092116.23 GYPSUM BOARD SHAFT WALL ASSEMBLIES 5

092216 NON-STRUCTURAL METAL FRAMING 8

092900 GYPSUM BOARD 7

093000 TILING 11

095113 ACOUSTICAL PANEL CEILINGS 10

096513 RESILIENT BASE AND ACCESSORIES 5

096519 RESILIENT TILE FLOORING 5

099123 INTERIOR PAINTING 8

Addendum 1



CLASSROOM ADDITION


DIVISION 10 - SPECIALTIES

101100 VISUAL DISPLAY UNITS 8

102239 OPERABLE PANEL PARTITIONS 10

102800 TOILET, BATH, AND LAUNDRY ACCESSORIES 4

DIVISION 12 - FURNISHINGS

122413 ROLLER WINDOW SHADES 6

123623.13 PLASTIC-LAMINATE-CLAD COUNTERTOPS 5

123661.16 SOLID SURFACING COUNTERTOPS 3

VOLUME 2 – DIVISIONS 21-33

Facility Services Subgroup

DIVISION 21 - FIRE SUPPRESSION

210000 FIRE PROTECTION WITH FIRE FLOW 16

DIVISION 22 - PLUMBING

220000 PLUMBING 10

220700 INSULATION 5

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

230000 HEATING COOLING 10

230100 GENERAL PROVISIONS 12

230501 TESTING 2

230593 BALANCING 5

230800 SYSTEM COMMISSIONING 3

230900 BASIC MATERIALS & METHODS 30

233000 AIR DISTRIBUTION 12

DIVISION 25 - INTEGRATED AUTOMATION

251000 AUTOMATIC TEMPERATURE CONTROLS 23

DIVISION 26 - ELECTRICAL

260500 ELECTRICAL GENERAL PROVISIONS 16

260501 MECHANICAL AND ELECTRICAL COORDINATION 6

260503 ELECTRICAL SUBMITTALS AND SPARE PARTS 17

260507 ELECTRICAL CONNECTIONS FOR EQUIPMENT 2

260519 CONDUCTORS AND CABLES 6

260526 GROUNDING 5

260529 SUPPORTING DEVICES 3

260532 CONDUIT RACEWAY 7

260533 ELECTRICAL BOXES AND FITTINGS 4

260553 ELECTRICAL IDENTIFICATION 9

260923 OCCUPANCY SENSORS 7

260943 LIGHTING CONTROL EQUIPMENT 14

262416 PANELBOARDS 3

262726 WIRING DEVICES 8

Addendum 1



CLASSROOM ADDITION


262815 OVERCURRENT PROTECTIVE DEVICES 6

262816 MOTOR AND CIRCUIT DISCONNECTS 3

262913 MOTOR STARTERS 4

265100 INTERIOR AND EXTERIOR BUILDING LIGHTING 4

DIVISION 27 - COMMUNICATIONS

271500 TELEPHONE/DATA SYSTEMS 22

274100 AUDIOVISUAL SYSTEMS 16

275123 INTERCOMMUNICATION SYSTEMS 26

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

281600 SECURITY INTRUSION DETECTION SYSTEM 4

282200 ACCESS CONTROL SYSTEM 4

282205 VIDEO SURVEILLANCE SYSTEM 4

283111 FIRE ALARM AND DETECTION SYSTEM 7

Site and Infrastructure Subgroup

DIVISION 31 - EARTHWORK

312300 EXCAVATION, BACKFILLING AND COMPACTION FOR UTILITIES 8

DIVISION 32 - EXTERIOR IMPROVEMENTS

321123 BASE COURSE 4

321216 PLANT-MIX ASPHALT 7

DIVISION 33 - UTILITIES

331100 WATER DISTRIBUTION SYSTEMS 11

331300 DISINFECTION OF WATER DISTRIBUTION SYSTEMS 5

334100 STORM DRAINAGE SYSTEMS 4

END OF TABLE OF CONTENTS

ARCHITECTURAL CONCRETE 033300 - 1


CLASSROOM ADDITION


SECTION 033300 - ARCHITECTURAL CONCRETE - Addendum 1

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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 cast-in-place architectural concrete including form facings, reinforcement

accessories, concrete materials, concrete mixture design, placement procedures, and finishes.

1.3 DEFINITIONS

A. Cast-in-Place Architectural Concrete: Formed concrete that is exposed to view on surfaces of

completed structure or building and that requires special concrete materials, formwork,

placement, or finishes to obtain specified architectural appearance.

B. Cementitious Materials: Portland cement alone or in combination with one or more of the

following: blended hydraulic cement, fly ash and other pozzolans, ground granulated blast-

furnace slag, and silica fume; subject to compliance with requirements.

C. Design Reference Sample: Sample designated by Architect in the Contract Documents that

reflects acceptable surface quality and appearance of cast-in-place architectural concrete.

D. Reveal: Projection of coarse aggregate from matrix or mortar after completion of exposure

operations.

1.4 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1. Before submitting design mixtures, review concrete design mixture and examine

procedures for ensuring quality of concrete materials. Require representatives of each

entity directly concerned with cast-in-place architectural concrete to attend, including the

following:

a. Contractor's superintendent.

b. Independent testing agency responsible for concrete design mixtures.

c. Ready-mix concrete manufacturer.

d. Cast-in-place architectural concrete subcontractor.



CLASSROOM ADDITION


2. Review concrete finishes and finishing, cold- and hot-weather concreting procedures,

curing procedures, construction joints, forms and form-removal limitations,

reinforcement accessory installation, concrete repair procedures, and protection of cast-

in-place architectural concrete.

1.5 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Design Mixtures: For each concrete mixture. Submit alternate design mixtures when

characteristics of materials, Project conditions, weather, test results, or other circumstances

warrant adjustments.

1. Indicate amounts of mixing water to be withheld for later addition at Project site.

C. Formwork Shop Drawings: Show formwork construction including form-facing joints,

rustications, construction and contraction joints, form joint-sealant details, form tie locations

and patterns, inserts and embedments, cutouts, cleanout panels, and other items that visually

affect cast-in-place architectural concrete.

D. Placement Schedule: Submit concrete placement schedule before start of placement operations.

Include locations of all joints including construction joints.

E. Samples: For each of the following materials:

1. Form-facing panel.

2. Form ties.

3. Form liners.

4. Coarse- and fine-aggregate gradations.

5. Chamfers and rustications.

F. Samples for Verification: Architectural concrete Samples, cast vertically, approximately 18 by

18 by 2 inches, of finishes, colors, and textures to match design reference sample. Include

Sample sets showing the full range of variations expected in these characteristics.

1.6 INFORMATIONAL SUBMITTALS

A. Qualification Data: For manufacturer and testing agency.

B. Material Certificates: For each of the following:

1. Cementitious materials.

2. Admixtures.

3. Form materials and form-release agents.

4. Repair materials.

5. Aggregates. Include service record data indicating absence of deleterious expansion of

concrete due to alkali-aggregate reactivity.



CLASSROOM ADDITION


1.7 QUALITY ASSURANCE

A. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete

products and that complies with ASTM C 94/C 94M requirements for production facilities and

equipment.

1. Manufacturer certified according to NRMCA's "NRMCA Quality Control Manual -

Section 3, Certification of Ready Mixed Concrete Production Facilities."

B. Testing Agency Qualifications: Qualified according to ASTM C 1077 and ASTM E 329 for

testing indicated, as documented according to ASTM E 548.

1. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing

Technician, Grade 1, according to ACI CP-01 or an equivalent certification program.

2. Personnel performing laboratory tests shall be an ACI-certified Concrete Strength Testing

Technician and Concrete Laboratory Testing Technician - Grade I. Testing Agency

laboratory supervisor shall be an ACI-certified Concrete Laboratory Testing Technician -

Grade II.

C. Source Limitations for Cast-in-Place Architectural Concrete: Obtain each color, size, type, and

variety of concrete material and concrete mixture from single manufacturer with resources to

provide cast-in-place architectural concrete of consistent quality in appearance and physical

properties.

D. ACI Publications: Comply with the following unless modified by requirements in the Contract

Documents:

1. ACI 301, "Specification for Structural Concrete," Sections 1 through 5 and Section 6,

"Architectural Concrete."

2. ACI 303.1, "Specification for Cast-in-Place Architectural Concrete."

E. Concrete Testing Service: Engage a qualified independent testing agency to perform material

evaluation tests and to design concrete mixtures.

F. Field Sample Panels: After approval of verification sample and before casting architectural

concrete, produce field sample panels to demonstrate the approved range of selections made

under Sample submittals. Produce a minimum of three sets of full-scale panels, cast vertically,

approximately 48 by 48 by 6 inches minimum, to demonstrate the expected range of finish,

color, and texture variations.

1. Locate panels as indicated or, if not indicated, as directed by Architect.

2. Demonstrate methods of curing, aggregate exposure, sealers, and coatings, as applicable.

3. In presence of Architect, damage part of an exposed-face surface for each finish, color,

and texture, and demonstrate materials and techniques proposed for repair of tie holes and

surface blemishes to match adjacent undamaged surfaces.

4. Maintain field sample panels during construction in an undisturbed condition as a

standard for judging the completed Work.

5. Demolish and remove field sample panels when directed.



CLASSROOM ADDITION


PART 2 - PRODUCTS

2.1 FORM-FACING MATERIALS

A. General: Comply with Section 033000 "Cast-in-Place Concrete" for formwork and other form-

facing material requirements.

B. Form-Facing Panels for As-Cast Finishes: Exterior-grade plywood panels, nonabsorptive, that

will provide continuous, true, and smooth architectural concrete surfaces, high-density overlay,

Class 1, or better, complying with DOC PS 1.

C. Rustication Strips: Metal, rigid plastic, or dressed wood with sides beveled and back kerfed;

nonstaining; in longest practicable lengths.

D. Chamfer Strips: Metal, rigid plastic, elastomeric rubber, or dressed wood, 3/4 by 3/4 inch,

minimum; nonstaining; in longest practicable lengths.

E. Form Joint Tape: Compressible foam tape; pressure sensitive; AAMA 800,

"Specification 810.1, Expanded Cellular Glazing Tape"; minimum 1/4 inch thick.

F. Form Joint Sealant: Elastomeric sealant complying with ASTM C 920, Type M or Type S,

Grade NS, that adheres to form joint substrates.

G. Sealer: Penetrating, clear, polyurethane wood form sealer formulated to reduce absorption of

bleed water and prevent migration of set-retarding chemicals from wood.

H. Form-Release Agent: Commercially formulated, colorless form-release agent that will not bond

with, stain, or adversely affect architectural concrete surfaces and will not impair subsequent

treatments of those surfaces.

1. Formulate form-release agent with rust inhibitor for steel form-facing materials.

I. Form Ties: Factory-fabricated, glass-fiber-reinforced plastic, internally disconnecting, or

removable ties designed to resist lateral pressure of fresh concrete on forms and to prevent

spalling of concrete on removal.

1. Furnish ties with tapered tie cone spreaders that, when removed, will leave holes 1-1/2

inches in diameter on concrete surface.

2. Furnish ties with integral water-barrier plates to walls indicated to receive dampproofing

or waterproofing.

2.2 STEEL REINFORCEMENT AND ACCESSORIES

A. General: Comply with Section 033000 "Cast-in-Place Concrete" for steel reinforcement and

other requirements for reinforcement accessories.



CLASSROOM ADDITION


B. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening

reinforcing bars and welded-wire fabric in place; manufacture according to CRSI's "Manual of

Standard Practice."

1. Where legs of wire bar supports contact forms, use CRSI Class 2, stainless-steel bar

supports.

2.3 CONCRETE MATERIALS

A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and

source, throughout Project:

1. Portland Cement: ASTM C 150, Type I/II (or Type V where required by soils report),

white. Supplement with the following:

a. Fly Ash: ASTM C 618, Class F.

b. Silica Fume: ASTM C 1240, amorphous silica.

B. Normal-Weight Aggregates: ASTM C 33, coarse aggregate or better, graded. Provide

aggregates from single source with documented service record data of at least 10 years'

satisfactory service in similar applications and service conditions using similar aggregates and

cementitious materials.

1. Maximum Coarse-Aggregate Size: 3/4 inch.

2. Gradation: Uniformly graded.

C. Normal-Weight Fine Aggregate: ASTM C 33, manufactured or natural sand, from same source

for entire Project.

D. Water: Potable, complying with ASTM C 94/C 94M except free of wash water from mixer

washout operations.

2.4 ADMIXTURES

A. Air-Entraining Admixture: ASTM C 260.

B. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with

other admixtures and that will not contribute water-soluble chloride ions exceeding those

permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium

chloride.

1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.

2. Retarding Admixture: ASTM C 494/C 494M, Type B.

3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D.

4. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.

5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M,

Type G.

6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.



CLASSROOM ADDITION


2.5 CURING MATERIALS

A. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing

approximately 9 oz./sq. yd. when dry.

B. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene

sheet.

2.6 REPAIR MATERIALS

A. Bonding Agent: ASTM C 1059/C 1059M, Type II, nonredispersible, acrylic emulsion or

styrene butadiene.

B. Epoxy Bonding Adhesive: ASTM C 881/C 881M, two-component epoxy resin, capable of

humid curing and bonding to damp surfaces, of class suitable for application temperature and of

grade to suit requirements.

1. Types IV and V, load bearing, for bonding hardened or freshly mixed concrete to

hardened concrete.

2.7 CONCRETE MIXTURES, GENERAL

A. Prepare design mixtures for each type and strength of cast-in-place architectural concrete

proportioned on basis of laboratory trial mixture or field test data, or both, according to

ACI 301.

1. Use a qualified independent testing agency for preparing and reporting proposed design

mixtures based on laboratory trial mixtures.

B. Proportion concrete mixtures as follows:

1. Compressive Strength (28 Days): 4000 psi.

2. Maximum Water-Cementitious Materials Ratio: 0.46.

3. Slump Limit: 4 inches, plus or minus 1 inch.

4. Air Content: 5-1/2 percent, plus or minus 1.5 percent at point of delivery for 1-1/2-inch

nominal maximum aggregate size.

5. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 3/4-inch

nominal maximum aggregate size.

C. Cementitious Materials: For cast-in-place architectural concrete exposed to deicers, limit

percentage, by weight, of cementitious materials other than portland cement according to

ACI 301 requirements.

D. Limit water-soluble, chloride-ion content in hardened concrete to 0.15 percent by weight of

cement.



CLASSROOM ADDITION


E. Admixtures: Use admixtures according to manufacturer's written instructions.

F. Color Pigment: Add color pigment to concrete mixture according to manufacturer's written

instructions and to result in hardened concrete color consistent with approved mockup.

2.8 CONCRETE MIXING

A. Ready-Mixed Architectural Concrete: Measure, batch, mix, and deliver concrete according to

ASTM C 94/C 94M and furnish batch ticket information.

1. Clean equipment used to mix and deliver cast-in-place architectural concrete to prevent

contamination from other concrete.

2. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from

1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and

delivery time to 60 minutes.

PART 3 - EXECUTION

3.1 FORMWORK

A. General: Comply with Section 033000 "Cast-in-Place Concrete" for formwork, embedded

items, and shoring and reshoring.

B. Limit deflection of form-facing panels to not exceed ACI 303.1 requirements.

C. In addition to ACI 303.1 limits on form-facing panel deflection, limit cast-in-place architectural

concrete surface irregularities, designated by ACI 347 as abrupt or gradual, as follows:

1. Class A, 1/8 inch.

D. Fabricate forms to result in cast-in-place architectural concrete that complies with ACI 117,

"Specifications for Tolerances for Concrete Construction and Materials."

E. Fabricate forms for easy removal without hammering or prying against concrete surfaces.

Provide crush or wrecking plates where stripping may damage cast-in-place surfaces. Provide

top forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical. Kerf wood rustications,

keyways, reglets, recesses, and the like, for easy removal.

1. Seal form joints and penetrations at form ties with form joint tape or form joint sealant to

prevent cement paste leakage.

F. Provide temporary openings for cleanouts and inspection ports where interior area of formwork

is inaccessible. Close openings with panels tightly fitted to forms and securely braced to

prevent loss of concrete mortar. Locate temporary openings in forms at inconspicuous

locations.



CLASSROOM ADDITION


G. Do not chamfer exterior corners and edges of cast-in-place architectural concrete.

H. Coat contact surfaces of wood rustications and chamfer strips with sealer before placing

reinforcement, anchoring devices, and embedded items.

I. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads

required in the Work. Determine sizes and locations from trades providing such items.

J. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and

other debris just before placing concrete.

K. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and

maintain proper alignment.

L. Coat contact surfaces of forms with form-release agent, according to manufacturer's written

instructions, before placing reinforcement.

M. Coat contact surfaces of forms with surface retarder, according to manufacturer's written

instructions, before placing reinforcement.

N. Place form liners accurately to provide finished surface texture indicated. Provide solid backing

and attach securely to prevent deflection and maintain stability of liners during concreting.

Prevent form liners from sagging and stretching in hot weather. Seal joints of form liners and

form liner accessories to prevent mortar leaks. Coat form liner with form-release agent.

3.2 REINFORCEMENT AND INSERTS

A. General: Comply with Section 033000 "Cast-in-Place Concrete" for fabricating and installing

steel reinforcement. Securely fasten steel reinforcement and wire ties against shifting during

concrete placement.

B. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces.

3.3 REMOVING AND REUSING FORMS

A. Leave formwork in place until concrete has achieved at least 70 percent of 28-day design

compressive strength. Remove forms only if shores have been arranged to permit removal of

forms without loosening or disturbing shores.

B. Clean and repair surfaces of forms to be reused in the Work. Do not use split, frayed,

delaminated, or otherwise damaged form-facing material. Apply new form-release agent.

C. When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints.

Align and secure joints to avoid offsets. Do not use patched forms for cast-in-place

architectural concrete surfaces.



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3.4 JOINTS

A. Construction Joints: Install construction joints true to line with faces perpendicular to surface

plane of cast-in-place architectural concrete so strength and appearance of concrete are not

impaired, at locations indicated or as approved by Architect.

1. Place joints perpendicular to main reinforcement. Continue reinforcement across

construction joints unless otherwise indicated.

2. Form keyed joints as indicated. Align construction joint within rustications attached to

form-facing material.

3. Space vertical joints in walls as indicated. Locate joints beside piers integral with walls,

near corners, and in concealed locations where possible.

4. Use epoxy-bonding adhesive at locations where fresh concrete is placed against hardened

or partially hardened concrete surfaces.

B. Contraction Joints: Form weakened-plane contraction joints true to line with faces

perpendicular to surface plane of cast-in-place architectural concrete so strength and appearance

of concrete are not impaired, at locations indicated or as approved by Architect.

3.5 CONCRETE PLACEMENT

A. Before placing concrete, verify that installation of formwork, form-release agent, reinforcement,

and embedded items is complete and that required inspections have been performed.

B. Do not add water to concrete during delivery, at Project site, or during placement unless

approved by Architect.

C. Before test sampling and placing concrete, water may be added at Project site, subject to

limitations of ACI 301.

1. Do not add water to concrete after adding high-range water-reducing admixtures to

mixture.

D. Deposit concrete continuously between construction joints. Deposit concrete to avoid

segregation.

1. Deposit concrete in horizontal layers of depth to not exceed formwork design pressures

and in a manner to avoid inclined construction joints.

2. Consolidate placed concrete with mechanical vibrating equipment according to

ACI 303.1.

3. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators

vertically at uniformly spaced locations to rapidly penetrate placed layer and at least 6

inches into preceding layer. Do not insert vibrators into lower layers of concrete that

have begun to lose plasticity. Do not permit vibrators to contact forms.



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E. Cold-Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from

physical damage or reduced strength that could be caused by frost, freezing actions, or low

temperatures.

1. When average high and low temperature is expected to fall below 40 deg F for three

successive days, maintain delivered concrete mixture temperature within the temperature

range required by ACI 301.

2. Do not use frozen materials or materials containing ice or snow. Do not place concrete

on frozen subgrade or on subgrade containing frozen materials.

3. Do not use calcium chloride, salt, or other materials containing antifreeze agents.

4. Do not use chemical accelerators unless otherwise specified and approved in design

mixtures.

F. Hot-Weather Placement: Comply with ACI 301 and as follows:

1. Maintain concrete temperature below 90 deg F at time of placement. Chilled mixing

water or chopped ice may be used to control temperature, provided water equivalent of

ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete

is Contractor's option.

2. Fog-spray forms, steel reinforcement, and subgrade just before placing concrete. Keep

subgrade uniformly moist without standing water, soft spots, or dry areas.

3.6 FINISHES, GENERAL

A. Architectural Concrete Finish: Match Architect's design reference sample, identified and

described as indicated, to satisfaction of Architect.

B. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces

adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent

formed surfaces.

1. Continue final surface treatment of formed surfaces uniformly across adjacent unformed

surfaces unless otherwise indicated.

C. Maintain uniformity of special finishes over construction joints unless otherwise indicated.

3.7 AS-CAST FORMED FINISHES

A. Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material, arranged in

an orderly and symmetrical manner with a minimum of seams. Remove fins and other

projections exceeding specified limits on formed-surface irregularities. Repair and patch tie

holes and defects.

B. Abrasive-Blast Finish: Perform abrasive blasting after compressive strength of concrete

exceeds 2000 psi. Coordinate with formwork removal to ensure that surfaces to be abrasive

blasted are treated at same age for uniform results.



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1. Surface Continuity: Perform abrasive-blast finishing in as continuous an operation as

possible, maintaining continuity of finish on each surface or area of Work. Maintain

required patterns or variances in depths of blast to match design reference sample or

mockup.

2. Abrasive Blasting: Abrasive blast corners and edges of patterns carefully, using backup

boards, to maintain uniform corner or edge line. Determine type of nozzle, nozzle

pressure, and blasting techniques required to match design reference sample or mockup.

3. Depth of Cut: Use an abrasive grit of proper type and gradation to expose aggregate and

surrounding matrix surfaces to match design reference sample or mockup, as follows:

a. Brush: Remove cement matrix to dull surface sheen and expose face of fine

aggregate; with no significant reveal.

3.8 CONCRETE PROTECTING AND CURING

A. General: Protect freshly placed concrete from premature drying and excessive cold or hot

temperatures. Comply with ACI 306.1 for cold-weather protection and with ACI 301 for hot-

weather protection during curing.

B. Begin curing cast-in-place architectural concrete immediately after removing forms from

concrete. Cure according to ACI 308.1, by one or a combination of the following methods that

will not mottle, discolor, or stain concrete:

1. Moisture Curing: Keep exposed surfaces of cast-in-place architectural concrete

continuously moist for no fewer than seven days with the following materials:

a. Water.

b. Continuous water-fog spray.

c. Absorptive cover, water saturated and kept continuously wet. Cover concrete

surfaces and edges with 12-inch lap over adjacent absorptive covers.

2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining

cover for curing concrete, placed in widest practicable width, with sides and ends lapped

at least 12 inches, and sealed by waterproof tape or adhesive. Cure for no fewer than

seven days. Immediately repair any holes or tears during curing period; use cover

material and waterproof tape.

3.9 FIELD QUALITY CONTROL

A. General: Comply with field quality-control requirements in Section 033000 "Cast-in-Place

Concrete."



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3.10 REPAIRS, PROTECTION, AND CLEANING

A. Repair and cure damaged finished surfaces of cast-in-place architectural concrete when

approved by Architect. Match repairs to color, texture, and uniformity of surrounding surfaces

and to repairs on approved mockups.

1. Remove and replace cast-in-place architectural concrete that cannot be repaired and cured

to Architect's approval.

B. Protect corners, edges, and surfaces of cast-in-place architectural concrete from damage; use

guards and barricades.

C. Protect cast-in-place architectural concrete from staining, laitance, and contamination during

remainder of construction period.

D. Clean cast-in-place architectural concrete surfaces after finish treatment to remove stains,

markings, dust, and debris.

E. Wash and rinse surfaces according to concrete finish applicator's written instructions. Protect

other Work from staining or damage due to cleaning operations.

1. Do not use cleaning materials or processes that could change the appearance of cast-in-

place architectural concrete finishes.

END OF SECTION 033300

INTERCOMMUNICATION SYSTEMS 27 5123 - 1


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GSBS PROJECT NO. 2019.021.00 © BNA Consulting

SECTION 27 5123

INTERCOMMUNICATION SYSTEMS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS:

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section.

B. Division-26, 27 & 28 basic materials and methods sections apply to work specified in this section.

C. Refer to specification 27 1500 for category and/or optical fiber cable and connectivity specifications and color requirements. Category cables used for transporting video, audio and controls simultaneously from transmitters to receivers and/or switchers shall follow manufacturer’s recommend cabling specifications, refer to manufacturer for requirements.

1. Fiber Optic Cable: Fiber optic cable is the designated media cabling for school backbone inter-building and intra-building wiring. This includes all MDF to IDF or IDF to IDF and vertical riser applications.

2. Copper Cable: Unshielded Twisted Pair (UTP) with the specified category cabling must be used for the horizontal wiring from the MDF, IDF, or CP to the individual communications outlets.

3. Rack and PoE Switches Requirement: low voltage contractor is responsible for equipment racks, and/or communications cabinets. The racks must be installed in the MDF and IDFs to support communications systems equipment and the communications distribution system and must match the current School District Standard. Communications distribution cables must be terminated in jackfields and punch-down blocks mounted in the equipment racks or communications cabinets.

4. All intercom cabling shall be installed by division 27 1500 contractor. Coordinate pathways as required.

1.2 ADMINISTRATIVE REQUIREMENTS:

A. Bid Submittal:

1. Equipment Costs: Breakout cost of material and labor as different line items.

2. Provide separate line items for each section that you are being bid on.

a. Contractor shall not provide a single number with all of the sections/scopes combined.

B. All bids shall be based on the expansion of the existing district’s Intercommunication and Bell Schedule Server Systems and must be compatible with the existing Rauland-Borg Systems - No Exceptions. Equipment as specified herein. The catalog numbers and



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model designations are that of the RAULAND BORG CORPORATION.

C. Coordination:

1. Coordinate final inspection of the systems installed, with Audiovisual (AV) Consultant, three (3) weeks in advance.

2. Obtain GANTT chart for construction time frame from the General Contractor.

3. Coordinate with Electrical contractor to meet at least twice with the ceiling installer. Hold first meeting before submittal of shop drawings to coordinate the mounting condition of all ceiling-mounted AV equipment with ceiling type. During second meeting, coordinate the location of all ceiling-mounted AV equipment in each area.

4. Meet at least once with the mechanical installer prior to fabrication and installation of duct work. Coordinate depth and location of all loudspeaker and duct work in all areas.

5. Meet with Electrical contractor prior to pathway rough-in to coordinate Intercom system requirements in each area.

6. Meet at least once, prior to rough-in, with horizontal cabling installer to verify all required drop points are accounted for. Coordinate cable color according to specification 27 1500.

7. Meet at least twice with owner to coordinate network requirements. Hold the first meeting before submittal of shop drawings to coordinate network protocols, including but not limited to: IP address schedules, MAC address schedules, patchbay schedules, security requirements, and VLANs. Hold the second meeting prior to system deployment.

8. Coordinate color and finish of all system components with Architect or Electrical contractor as appropriate.

9. Coordinate all system components within millwork/furniture with millwork shop drawings prior to rough-in.

1.3 DESCRIPTION OF WORK:

A. Intercom shall be upgraded to a hybrid system during construction. Contractor to splice cabling as needed to maintain existing system. Refer to drawings for areas that will be connected to gateways. Intercom contractor is completely responsible for communicating all electrical wiring, conduit, etc. needs for the project to the electrical contractor. Under no circumstance is it acceptable for the intercom contractor to only provide the “parts and smarts” for the project—it is absolutely required they clearly communicate with the electrical contractor the required scope of the project.

B. This section includes a fully operational IP platform for school internal communications system incorporating school safety notifications and general communications including but not limited to the following:

1. The platform shall provide complete internal communications employing IP Technology including the minimum functions listed.

a. Two-way Loud Speaking Internal Intercommunications.



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b. Bell Event announcement

c. Emergency announcement that will override any pre-programmed zones assuring that all Emergency/Lockdown etc., are heard at each and every loudspeaker location.

d. Capability of prerecording emergency announcements that can be activated by a Soft Key or via a dedicated call-switch.

e. Atomic Time Synchronization with Class Change Tones utilizing multiple, programmable schedules for each zone.

f. Web-based, permission driven user interface.

2. The system shall support a minimum of 1,000 level priorities which shall be user definable, allowing each end point to place a minimum of 5 different priority calls at the same time.

3. Any authorized administrator shall be able to call from outside the school into any classroom, zone or entire school directly via the School District supplied SIP enabled Telephone Network. This shall allow remote monitoring, call-in annunciation and two-way conversation from outside the facility as well as paging into the system. (Compliance with NEMA Standard SB-40 for emergency communications in K-12 Schools)

4. Authorized system users shall be able to create a minimum of twenty (20) automated sequences with emergency instructions, emails and relay activations and replay them. Automated message strings shall be, manually played from a single-button access on the console, on a SIP connected telephone, a panic button or from the web interface.

5. Paging and two-way loud speaking features shall be accessible from any system console or SIP connected telephone.

6. The platform shall synchronize its system time to the network timeserver or a web-based time server.

7. Installation shall be locally survivable for intercom, paging bells, and emergencies such as lockdown, even when the district connection is unavailable.

8. This specification establishes a minimum level of quality, features, and performance for individual components as well as the integrated system.

C. Equipment submitted in bid proposal that has not been approved by AV Consultant in writing will not be accepted and shall be replaced by approved equipment at contractor’s expense. Equipment not listed within this specification, or contract documents, that are required for a complete and working system, shall be of professional grade and used in the same manner as needed for a complete and working system.

D. Input plates shall match the color and style being used throughout the project.

E. Contractor is responsible for coordinating with all other trades for equipment locations, mounting requirements, supports and plenum space requirements.

F. All control processors and controllers are to be on an unswitched power connection.



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G. All cabling shall be installed in a minimum of 1” conduit to accessible ceiling space unless otherwise noted. Provide conduit to accessible ceiling space and then utilize non-continuous open top cable supports every 5’.

H. Integration of the intercommunications system to the school district’s telephone system. (SIP TO SIP INTEGRATION)

I. CRISIS LOCKDOWN

1. The system can automatically broadcast emergency instructions throughout an entire campus when an alarm (e.g. lockdown, lockout, shelter, evacuation, security, fire) is tripped or manually activated. The emergency instructions are preprogrammed and require no user intervention. The system provides redundant alarm annunciation over intercom/paging speakers and is not meant to replace primary fire alarm or security systems.

a. Shall provide ability to initiate pre-programmed announcements on paging system.

b. Shall provide ability to clear status by individual location, region, or global.

c. Shall provide ability to place in Lockdown, Shelter, or Evacuation Mode.

d. Shall provide pop up alarms on Lockdown, Shelter, or Evacuation events.

e. Shall provide pop up alarms on any location color status change

f. Shall provide ability to initiate lockdown of access-controlled doors.

g. Shall provide ability to send email and/or SMS text alerts to authorities or first responders.

h. Shall provide ability to open two-way chat to educators, administrators and first responders.

i. Interconnect the Fire Alarm system to the intercommunications system such that upon activation of any initiating device, a preset audible alarm will be sent to all intercom speakers. In addition, the contractor shall provide all controls necessary between the two systems such that upon silencing the alarm on the fire alarm panel, it automatically silences the audio file in the intercom system.

j. Interconnect the Access Control system to the intercommunications system such that upon activation of an Emergency Lockdown or Preventative Lockdown from the administrative console, web browser, app, etc, a communication protocol will be sent from the intercom system to the access control system that will allow for all controlled doors to be



CLASSROOM ADDITION


locked, a designated campus wide communication throughout the building, emails, SMS text, etc. A minimum of two types of initiations process shall be programmed e.g. “Emergency Lockdown or “Preventative Lockdown” In addition, the contractor shall provide all controls necessary between the two systems such that the system can easily be reprogrammed to meet the needs of the School District.

J. AV contractor shall participate in a mandatory pre-construction meeting no more than (60) days prior to ordering equipment, and before work can begin. Contractor is responsible for coordinating meeting. The meeting will be held at AV Consultant’s office. All submittals, shop drawings, and bill of materials shall be completed and submitted to AV Consultant for review (8) working days prior to this meeting.

1. AV contractor shall attend the electrical pre-construction meeting per specification 26 0500.

1.4 QUALITY ASSURANCE:

A. MANUFACTURERS:

1. Firms regularly engaged in manufacture of sound equipment, components and accessories, of types, capacities and characteristics required, whose products have been in satisfactory use in similar service for not less than 5 years. Equipment supplier shall be authorized representative of the manufacturer of each major piece of equipment and be currently authorized by the manufacturer to furnish, install and service that particular equipment.

2. Manufacturers of intercom systems shall not be the installation party for this system. There shall be a 3rd party independent representative for the installation. Refer below for 3rd part representative requirements.

B. INSTALLER:

1. Qualified with at least 5 years of successful installation experience with similar systems.

2. Integrating firm shall have worked satisfactorily for a minimum of (5) years of completing systems equal to this scope, quality, type and complexity.

3. Key personnel assigned to the project shall each have minimum of (10) years of experience in completing systems equal to this scope, quality, type and complexity.

4. Contractor shall be a factory authorized distributor of all equipment specified for the geographical area of the project.

5. Contractor shall maintain complete installation and service facilities for the duration of the project contract.

6. Contractor shall have current manufacturer certificates for system and equipment listed within this specification.

7. All contractors biding on this project must have local representation that is within 4 hours of the job site.

8. Any contractor that cannot meet this requirement shall not bid on this project.



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C. Contractor must follow the standards described within:

1. BICSI/AVIXA AV Design Reference manual.

2. ANSI/AVIXA 2M-2010 Standard guide for Audiovisual Systems Design and Coordination Processes.

3. ANSI/AVIXA 10:2013 Audiovisual Systems Performance Verification Guide.

D. QUALIFICATIONS:

1. Any system and/or equipment proposed as an equal to that specified must be proven to conform to the standards established herein. The contractor must obtain the engineer's approval in writing prior to bidding equipment other than that specified. The manufacturer's name, model numbers and three (2) copies of shop/working drawings complete with catalog sheets, technical and installation data shall be submitted for approval.

2. Anyone seeking approval to bid must submit booklets of equipment proposed and a letter stating that the equipment submitted is either equal to or better than that specified and the reasons why. Companies seeking approval must also guarantee that the system being submitting will meet the requirements of the state, city and county over the building project. Pre-qualification of contractor shall be done eight (8) working days prior to bidding of the project.

3. Substitute proposals shall include all items of labor, material and equipment required for the installation of the substitute equipment including all changes in conduit, wiring, etc.

4. Each bidder proposing to use substitute equipment, shall advise the Electrical Engineer and Electrical Contractor eight (8) calendar days prior to the bid date of changes required to wiring, conduit, back boxes and terminal cabinets in order to utilized the proposed equipment. Substitution of alternate equipment will make the bidder responsible for ANY additional costs necessary to make the proposed system function as specified.

5. The system shall be supplied by the manufacturer's authorized representative who is qualified in the proper installation, operation and service of the system. Certification shall be submitted verifying that the bidder is the manufacturer's authorized representative.

E. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction.

F. Comply with NFPA 70 and with NEMA Standard SB-40 for Emergency Communications in K-12 schools.

G. Comply with UL 60950.

1.5 SUBMITTALS:

A. Refer to specification 26 0500 for shop drawing submittal requirements. The following items shall be included in the shop drawings submittal.

1. All submittals shall be submitted in a digital format with bookmarks for each



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section of equipment. Any submittals that are partial or incomplete shall be rejected and count as one submittal against the submittal allowance.

2. Project manager to provide written proof, signed and dated, that shop drawings and/or brochure has been checked for accuracy prior to submittal. Shop drawings to comply in all respects with the requirements of the contract drawings and specifications for this project.

3. Provide a complete bill of materials for all components, accessories and hardware to be provided in order to assemble a complete and working system as described within the contract documents.

4. Submit manufacturer’s data and installation details for all devices, plates, cables and similar equipment. Product data showing multiple options, products and/or models shall be clearly marked identifying the specific options, products and/or models being provided.

5. Submit dimensioned drawings and device wiring layouts for Audio, Video, Control, and power.

6. Submit equipment rack elevation diagrams.

7. Submit all manufacturer training, 3rd party and/or organization certificates for each equipment and/or systems required for the implementation of this specification.

1.6 WARRANTY:

A. Systems shall be guaranteed for a period of one (1) year from the date of substantial completion against defective materials, inferior workmanship or improper installation adjustment. Guarantee shall cover all parts and labor.

B. If system failure causes audiovisual system to be inoperative or unusable for its intended purpose, contractor, when notified of the problem, shall repair system so it will be operational and usable within three (3) business days. If defective components cannot be repaired in time, provide temporary equipment as required.

C. Contractor shall supply (1) year warranty on all system programming from the date of substantial completion. During this time period, upon owner request, the contractor shall provide programming changes up to (4) four times free of charge. During this time the programs shall be password protected. At any time during the (1) year, the owner can terminate the warranty and request the programming of each system. At this time the programs are to be turned over to the owner and all passwords are to be removed. The owner shall own all rights to the programming after this time, to be used in this facility.

D. Contractor shall honor equipment warranties for term established by manufacturer if greater than warranty time frame mentioned above.

PART 2 - PRODUCTS



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2.1 SOUND SYSTEMS:

A. The platform shall utilize state of the art IP Technology, Call-in Notification, School Safety Paging and Evacuation tones, IP infrastructure, Atomic Time Synchronization with Class Change Tones utilizing multiple, programmable schedules for each zone, Two-way hands-free Internal Intercommunications and Paging, and Program Distribution. The system shall be easy to learn and operate. All standard programming shall be web based and user friendly to allow the system administrator the ability to easily program system features.

B. Provide complete and satisfactorily operating school communications and school safety as described herein, using materials and equipment of types, sizes, ratings, and performances as indicated. Use materials and equipment that comply with referenced standards and manufacturers’ standard design and construction, in accordance with published product information. Coordinate the features of all materials and equipment so they form an integrated system, with components and interconnections matched for optimum performance of specified functions.

C. The platform shall be a single electronic system consisting of a minimum of 10 intercom channels per facility, (classroom) IP loudspeakers, corridor loudspeakers, inside and outside horns, call-in switches, and SIP phone integration.

D. Each Classroom shall be provided with an IP Speaker module interface and call- in switch, each with their own annunciation path and priority.

E. Call-ins may automatically annunciate (display of priority and location) to administrative consoles, SIP enabled phones and outside phones.

F. Call-ins shall be programmed to automatically change priority and annunciation route based on age of call-in and original priority.

G. Call-ins may have priority and annunciation routing changed by user action from a console or SIP enabled phone.

H. Call-in annunciation routing shall include playing pre-recorded audio over speakers, sending a pre-configured e-mail and/or activating relays.

I. The platform shall lend itself to expansion by simple addition of hardware modules.

J. The platform shall directly connect to the WAN/LAN without the need for a separate server at each school location. Configuration, including bell schedules, calendars, and emergency sequences can remotely be created, changed, stored and downloaded to the system by an authorized user from a browser-based interface.

K. The platform shall provide the ability to initiate school safety paging announcements, evacuation tones and take cover tones from any telephone within the facility or outside the facility to any other location within the facility or district.

L. The platform shall provide the ability to selectively communicate or monitor individual



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classrooms in emergency situations from any telephone within the facility or outside the facility to any other location within the facility; all communication within the classroom shall be hands free and will not require any interaction by the classroom user.

M. IP addressable loudspeaker modules for individual rooms shall be system programmable and may be assigned any two, three, four, five or six digit number as well as name and description. Any extension may be reassigned at any time.

N. IP-enabled two way voice communication shall be available from any provided telephone or administrative console through any loudspeaker in the system. This shall allow hands free communication to any classroom or any individual loudspeaker unit. A programmable pre-announce tone shall sound immediately before the intercom path is opened and a supervisory tone shall continue to sound at regular intervals when loudspeaker monitoring is active, complying fully with all privacy legislation. Pre announce tone and supervisory tones shall be disabled during designated emergencies automatically.

O. Integrated Master Clock with unlimited schedules, unlimited events, and automatic Daylight Savings time correct. Up to 5 schedules may be active on any given day for each school. User shall be able to select from 25 standard included tones or unlimited user created and uploaded audio files for class change signaling and messaging. In addition scheduled events shall include relay actions and email notifications. The platform shall allow control of the bell schedules via the district WAN/LAN without the need for a separate computer at the school location. Bell schedules can remotely be created, changed, stored and downloaded to the system by an authorized user from a browser-based interface.

2.2 SYSTEM FUNCTIONS/SOFTWARE

A. Server Software TCU2000SW

1. Provides district wide paging, bell event scheduling, emergency notification and configuration for entire district.

2. Reports on feature usage, system activity, etc. shall be available from the district-wide web interface.

3. Ability to perform configure system and initiate system features via district wide web based interface.

4. The software has the ability to sync system time to the Atomic Clock Signal or to the school’s or districts network time server

5. The software will provide a web-browser to deliver district wide emergency paging, pre-recorded messages and tones from any authorized computer in the facility or the district. The software must be capable of automatically notifying district personnel via the WAN of an alarm condition.

6. The software can automatically broadcast page emergency instructions via associated system hardware throughout an entire district when an alarm (e.g.



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lockdown, lockout, security, fire) is initiated via the web-based interface. The emergency instructions are preprogrammed and require no user intervention. The system provides redundant alarm annunciation over intercom/paging loudspeakers and is not meant to replace primary fire alarm or security systems

7. The software shall support VoIP Telecenter Campus Controllers for a minimum of 1000 facilities.

8. The software shall support a minimum of 50,000 IP Loudspeaker modules, district wide.

B. VoIP Single Campus Controller Rauland-Borg Telecenter Series TCC2000 with the following features and capabilities:

1. Provides call routing for paging and intercom for a single facility

2. System shall connect to the district provided Telephone Network via a SIP connection.

3. The VX Works based Operating System and system programming database shall be stored in non-volatile flash memory. The Operating System can be easily upgraded through configuration without requiring replacement of any chips.

4. Support a flexible numbering plan allowing two, three, four, five, or six digit extensions.

5. SIP interface to a district provided Telephone Network shall be capable of allowing connected phones to display classroom call-ins, answer internal intercom call-ins, make pages and change priorities of call-ins in progress.

6. Direct Dialing, two way amplified voice intercom between any provided telephone or admin console and loudspeaker without the use of a press to talk or talk listen switch.

7. Ability to place up to 5 levels of call-in from any call in switch per area.

8. The ability to answer intercom call-ins registered at pre-selected telephones.

9. The ability to automatically escalate incoming call-ins to an alternate administrative console or SIP telephone or group of telephones if they remain unanswered for a predetermined amount of time.

10. The ability to remotely locate IP Campus Controller. The controller shall not need direct connection to any classroom via home run or distributed wiring. It shall communicate solely through the IP LAN network.

11. Single button access from any telephone on the system to distribute emergency announcements within the facility to all or select locations equipped with loudspeakers. Emergency announcements originating from any assigned



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administrative telephone shall have priority over all regular system functions.

12. Store a minimum of 48 hours of Bell Event Schedules, all emergency notification sequences as well as facility wide configuration.

13. System has the ability to sync system time to the Atomic Clock Signal or to the school’s or districts network time server.

14. System’s SIP Interface shall provide:

a. Audio paging access from any telephone to any single intercom loudspeaker, zone (group) of intercom/paging loudspeakers, or all loudspeakers/paging horns throughout the entire facility.

b. Single button access from any telephone on the system to initiate alarm signals within the facility to all or select locations equipped with loudspeakers. A minimum of 25 separate distinct alarm signals shall be provided. Alarm signals originating from any assigned administrative telephone shall have priority over all regular system functions.

15. The system will have the ability to utilize a web-browser and USB microphone to deliver district wide live emergency paging, pre-recorded messages and tones from any authorized computer in the facility or the district. The system must be capable of automatically notifying district personnel via the WAN of an alarm condition.

16. The system can automatically broadcast page emergency instructions throughout an entire school when an alarm (e.g. lockdown, lockout, security, fire) is tripped or manually activated. The emergency instructions are preprogrammed and require no user intervention. The system provides redundant alarm annunciation over intercom/paging loudspeakers and is not meant to replace primary fire alarm or security systems.

C. IP addressable Modules TCC2011:

1. System shall provide multiple IP addressable modules for intercom, paging and relay activation.

a. All modules are POE 802.3af compliant

b. All Modules support DHCP

c. All Modules connect to network with a single RJ45 connector

2. IP Loudspeaker Module shall interface to school’s data network, a loudspeaker, and multiple call switches.

a. A minimum of 5 levels of call-in can be placed from an IP Loudspeaker Module. The call-ins route to designated administrative consoles and select SIP connected telephones and can only be cleared from the system once answered. If a call-in is not answered within a preprogrammed time the call-



CLASSROOM ADDITION


in may reroute to other telephones and consoles, and announce over selected or all loudspeakers.

b. The ability to belong to one or more of a minimum of 100 independent zones for zone paging, program/music distribution zones and class change tone reception; this assignment is a programmable function, change able by time of day. Each IP Loudspeaker Modules location shall be programmed in software to belong to any combination of software zones. Software/hardwired zones must be configured as part of an unlimited number of district wide groups for school district emergency announcements. These district announcements must be accessed via microphone, a web-browser or telephone.

c. IP Loudspeaker Modules shall be designed to mount near ceiling and wall loudspeakers and in the plenum space.

D. IP-addressable Zone Paging Module TCC2022:

1. Zone paging module shall connect multiple loudspeakers for all page, zone paging, bells, audio events and, emergency notification.

2. Zone Paging Modules shall be rack and wall mountable.

3. Zone Paging modules shall be able to belong to one or more of 100 independent zones for live paging, bells, pre-recorded audio and emergency notification

E. IP Addressable Administrative Console TCC2044:

1. A full color screen with 4 soft keys, 3 line select, volume control, push to talk, speakerphone mode and left/right and up/down scrolling.

2. Audio paging access from any Console to any single intercom loudspeaker, zone (group) of intercom/paging loudspeakers, or all loudspeakers/paging horns throughout the entire school.

3. Programmable soft key access from any console on the system to initiate alarm signals within the school to all or select locations equipped with loudspeakers. A minimum of 25 separate distinct alarm signals shall be provided. Alarm signals originating from any assigned administrative telephone shall have priority over all regular system functions.

4. Programmable soft key access from any console to automatically broadcast page emergency instructions throughout an entire school when an alarm (e.g. lockdown, lockout, security, fire) is tripped or manually activated. The emergency instructions are preprogrammed and require no user intervention. The system provides redundant alarm annunciation over intercom/paging loudspeakers and is not meant to replace primary fire alarm or security systems.

5. Ability to perform intercom to any single IP Addressable Loudspeaker Module.

6. Ability to display 3 call-ins at a time on the screen, with unlimited number of call-



CLASSROOM ADDITION


ins annunciating and the ability to scroll to view all call-ins.

7. Ability to upgrade a call-in via soft key

8. Ability to change which bell event schedule(s) are active on current day.

9. Programmable soft key access from any console for activating relays, school wide

10. Ability to maintain, along with controller and other IP Modules system functions, including intercom, bells and paging in the event of district wide connection loss.

11. Provide (2) administrative consoles. One in the reception area the second in the principal’s office.

F. Audio Paging/Program Amplifiers: Stewart Audio – CVA25-1 25V, and/or Atlas Sound – CP400.

1. Power amplifier(s) shall be provided to provide a minimum of 2 watts of power to all paging loudspeakers, and 7 watts of power to all paging horns.

2. The maximum load on the paging/program amplifiers shall be 80% of the rated maximum output of the amplifiers.

3. Provide 25 volt transformer output for all zones that connect more than 1 loudspeaker together and/or the distance from amplifier to the loudspeaker is greater than 25’.

4. Any exterior zone shall be connected to a 200 watt amplifier channel.

G. Normal/Emergency Call Switch – Rauland TCDPB2 Dual Level Call In Switch Cancel

1. Normal/Emergency Call Switches indicated on the drawings shall provide the following functions and features:

a. One (1) “Normal” call switch that shall activate a distinctive “NORM” level call from a single button activation. The button shall be clearly marked “NORM” and will route the call-in to any one or more Administrative Telephones or SIP interface to offsite telephones. This button may also be used as a “check-in” button during crisis situations.

b. One (1) “Emergency” call switch that shall activate a distinctive “EMERGENCY” level call from a single button activation. The button shall be red in color and shall be clearly marked “EMERGENCY” and will route the call-in to any one or more Administrative Telephones or SIP interface for quick and easy response from an Administrative Telephone or off-site telephone.

H. SIP Gateway



CLASSROOM ADDITION


1. The SIP Gateway shall provide a communications path to the phone system from the intercom system.

I. Loudspeakers

1. Type ‘IC1’ loudspeaker assembly:

a. Quam – C5/BU/W

b. Quam – ERD-8

c. Quam – SSB-2


a. Quam – C5/BU/W

b. Quam – ERD-8

c. Quam – SSB-7


a. Quam – C5/BU/W

b. Quam – ERD-8

4. Type ‘IC4’ loudspeaker assembly;

a. Rauland – USO88

5. Type ‘IW1’ loudspeaker assembly:

a. Quam – 8C5PAX/TBLU

b. Lowell – P875X

c. Lowell – JG-8X

6. Type ‘IW2’ loudspeaker Assembly:

a. Atlas – VTF 152UCN

b. Atlas – SE back box

7. Type ‘IW3’ loudspeaker assembly:

a. Atlas – AP-15T

J. Cabling:

1. Provide and install appropriate number of analog and horizontal cables, patch cables, for all terminated data drops, between switches, etc. so that building-wide networking will be operational once all installation is complete.



CLASSROOM ADDITION


a. Provide manufacturer recommended cabling for all locations shown on plans.

b. Horizontal/Category provided per specification 27 1500 (i.e. IP addressable Speakers, Classroom Modules, Call Switches, Zone Modules, Console, Controller, etc.)

c. Provide cabling rated for the environment that it is installed in (i.e underground conduit, conduit in slab on grade). All cabling installed in wet locations shall be listed for use in wet locations.

d. All associated intercom wiring cable shall be yellow.

K. Clocks:

1. Provide a clock within each room. Locations shown on plans provide a count and may not be the exact location. Owner will verify all location prior to final installation. Provide a school logo on each clock. Prior to ordering clocks provide shop drawing of the logo for coordination with the owner.

2. 12” Classroom clock: American Time and signal – E56BAQD304BF

2.3 INTERCOMMUNICATION, PROGRAM DISTRIBUTION, CLOCK/TIME SIGNALING SYSTEM

A. GENERAL:

1. Sixteen (16) separate paging zones shall be provided; each location shall be programmed in software to belong to any combination of software zones. Initially, zones shall be provided for the following:

a. One zone for classroom speakers

b. One zone for gymnasium speakers.

c. One zone for cafeteria speakers.

d. One zone for corridor speakers.

e. One zone for common areas.

f. One zone for administrative areas.

g. One zone for teachers' lounge and workrooms.

h. One zone for outside speakers.

2. Each dialing administrative console in the system shall be programmable for the following options:

a. Allow zone paging.

b. Allow All-Page announcements.

c. Allow Executive Override.



CLASSROOM ADDITION


d. Allow Emergency paging.

e. Allow activation of Time Zone tones.

f. Set the priority level and target display of "normal" calls.

g. Set the priority level and target display of "emergency" calls.

h. Assignment of architectural number.

i. Class of Service.

j. Assignment of associated speaker to paging zone.

k. Automatic Call-Back-Busy.

l. Call Forward-No Answer.

m. Call Forward-Busy.

n. Allow activation of security monitoring functions on a per room and per zone basis.

PART 3 - EXECUTION

3.1 GENERAL

A. Wiring shall be installed in metallic conduit to cable trays and provided with necessary junction and pull boxes. All wiring shall be color coded and in accordance with the manufacturer’s instructions, local and national codes. Care shall be exercised in wiring to avoid damage to the cables. All boxes shall be plumb and square. Cables shall be pulled continuous without splicing, leaving ends in lengths as directed by the manufacturer’s representative.

B. After all circuits and cables have been pulled and completed from one extremity to the other, the electrical contractor shall check all circuits free of opens, shorts and grounds. The electrical contractor shall identify and tag all cables at the head end.

C. Provide all equipment, wiring, conduit, boxes, rough-in, etc., according to the plans and specifications.

D. The manufacturer’s representative shall make all final connections to the equipment, shall test and adjust the systems, and shall instruct the proper parties as to care and operation.

E. Any additional equipment required for a fully functional system to meet the intent of the specifications shall be provided whether or not specifically listed herein.

F. Mount punch down block for system terminations, within the equipment rack.

G. Test the reception at each clock location, per manufacturer’s instruction, to determine the actual location with the Architect.



CLASSROOM ADDITION


3.2 INSTALLATION OF SOUND SYSTEMS:

A. Install sound systems as indicated, in accordance with equipment manufacturer's instructions, and with recognized industry practices, to ensure that system equipment complies with requirements. Comply with requirements of NEC and applicable portions of NECA's "Standard of Installation" practices.

B. Carefully match input and output impedances and signal levels at signal interfaces. Provide matching networks where required.

C. Coordinate with other electrical work, including cable/wire, raceways, electrical boxes and fittings, as appropriate to interface installation of clock and program systems work with other work.

D. Control Circuit Wiring:

1. Install control circuits in accordance with NFPA 70 and as indicated. Provide number of conductors as recommended by system manufacturer to provide control functions indicated or specified.

2. The contractor shall mount a main distribution frame behind the Integrated Electronic Communications Network console. All wires shall be laid down on terminal punch blocks and identified by the actual room location it serves. All the communications points shall be wired into this main distribution frame, laid down in sequence, and identified by which line it is on and the point position it serves.

3. All housings are to be located as specified and shown on drawings.

4. Make installation in strict accordance with approved manufacturer's drawings and instructions.

5. The contractor shall provide necessary transient protection on the AC power feed, all station lines leaving or entering the building, and all central office trunks. All protection shall be as recommended by the equipment supplier and referenced to earth ground.

E. Wiring Within Enclosures:

1. Provide adequate length of conductors. Bundle, lace, and train the conductors to terminal points with no excess. Provide and use lacing bars.

2. Provide physical isolation from each other for speaker-microphone, line-level, speaker-level, and power wiring. Run in separate raceways, or where exposed or in same enclosure, provide 12 inch minimum separation between conductors to speaker-microphones and adjacent parallel power and telephone wiring. Provide physical separation as recommended by equipment manufacturer for other Integrated Electronic Communications Network system conductors.

F. Identification of Conductors and Cables:



CLASSROOM ADDITION


1. Use color coding of conductors and apply wire and cable marking tape to designate wires and cables so all media are identified in coordination with system wiring diagrams.

G. Weatherproofing:

1. Provide weatherproof enclosures for items to be mounted outdoors or exposed to weather.

H. Repairs:

1. Wherever walls, ceilings, floors, or other building finishes are cut for installation, repair, restore, and refinish to original appearance.

I. Pathway Requirements:

1. General:

a. All pathways shall be designed, constructed, grounded and installed in accordance with all recommendations delineated within TIA 569-B and Standard TIA 942.

b. Prior to placing any cable pathways or cable, the contractor shall survey the site to determine job conditions will not impose any obstructions that would interfere with the safe and satisfactory placement of the cables. Arrangements to remove any major obstructions not identified on plans need to be determined at that time with the Engineer.

2. Conduits:

a. Achieve the best direct route parallel with building lines with no single bend greater than 90 degrees or an aggregate of bends in excess of 180 degrees between pull points or pull boxes.

b. Conduit runs shall not have continuous sections longer than 100 feet without a pull box. Refer to rough-in schedule for conduit fill capacity.

c. AV conduits should not be routed over or adjacent to heat sources such as boilers, hot water lines, or steam lines. Neither should they be routed near large motors, generators, photocopy equipment, or electrical power cabling and transformers.

d. After installation, conduits shall be clean, dry, unobstructed, capped for protection, labeled for identification, reamed and fitted with bushings.

e. A 200lb pull cord (nylon, 1/8” minimum) shall be installed in any empty conduit.

3. Open Top Cable Support Requirements:



CLASSROOM ADDITION


a. Non-continuous cable supports shall provide a bearing surface of sufficient width to comply with required bend radii of high-performance cables

b. Non-continuous cable supports shall have flared edges to prevent damage while installing cables.

4. Pull Box Requirements:

a. NEC sized pull boxes are not acceptable. Follow BICSI and EIA/TIA 569-B guidelines for pull box sizing.

b. Provide pull boxes in sections of conduit that are 100 feet or longer, contain more than two 90 degree bends, or contain a reverse bend.

c. Conduits that enter a pull box from opposite ends should be aligned.

d. Pull boxes shall have a length 12 times the diameter of the largest conduit.

e. All pull boxes must be accessible.

J. Cabling System:

1. Follow TIA/EIA-568A for commercial buildings cabling.

2. Provide a minimum 6” service loop in each system junction box. Cables shall be coiled in the in-wall boxes if adequate space is present to house the cable coil without exceeding manufacturers bend radius.

3. In a false ceiling environment, a minimum of 3 inches shall be maintained between cable supports and false ceiling. At no point shall cable(s) rest on lay-in ceiling grids or panels.

4. Cable shall be installed above fire-sprinkler systems and shall not be attached to the system or any ancillary equipment or hardware. The cable system and support hardware shall be installed so that it does not obscure any valves, fire alarm conduit, boxes, or other control devices.

5. Cables shall not be attached to ceiling grid seismic support wires or lighting fixture seismic support wires. Where support for cable is required, the contractor shall install appropriate carriers to support the cabling.

6. Any cable damaged or exceeding recommended installation parameters during installation shall be replaced by the contractor prior to final acceptance at no cost to the Owner.

7. Pulling tension for balanced twisted pair shall not exceed 25lbf and for optical fiber shall not exceed 50lbf.



CLASSROOM ADDITION


8. Pair untwist at the termination shall not exceed 0.125”. The cable jacket shall be maintained as close as possible to the termination point.

9. Cable shall not be draped on, tied or otherwise secured to electrical conduit, plumbing, ventilation ductwork or any other equipment. Cable shall be secured to building supports or hangers or to additional blocks or anchors specifically installed for this purpose.

K. Cabling groups and conduit separation:

1. Refer to “CABLING GROUPS AND CONDUIT SEPARATION SCHEDULE”.

L. Firmly secure all equipment in place that is not intended for portability.

M. Mount projectors permanently and provide mechanical index ensuring precise alignment of the projected image.

N. Provide adequate structural support for AV system components. Provide fastenings and supports with a safety load factor of at least five.

O. Coordinate with access control system installer for programming and proper interfacing of the intercom system to initiate lockdown procedures as directed by the School District.

1. The contractor shall include in the base contract all costs required to program the multiple lockdown procedures based upon the requirements and direction of the owner.

3.3 GROUNDING:

A. All grounding and bonding shall be done according to ANSI J-STD-607-A, TIA 942, and NEC.

B. All cabinets/racks shall utilize paint piercing grounding washers, to be used where rack sections bolt together, on both sides, under the head of the bolt and between the nut and rack.

C. All racks shall further utilize a full-length rack ground strip attached to the rear of the side rail with the thread-forming screws provided to ensure metal-to-metal contact. Similar to Panduit RGS.

D. All active equipment shall be bonded to ground. If the equipment manufacturer provides a location for mounting a grounding connection, that connection shall be utilized. All active equipment shall be bonded using the appropriate jumper for the equipment being installed using the thread-forming screws. Similar to Panduit RG.

E. Racks shall have individual, appropriately sized conductors bonded to the grounding backbone. Do not bond racks or cabinets serially – daisy-chained rack grounds will not be accepted.



CLASSROOM ADDITION


F. Refer to electrical diagrams for additional ground connection requirements.

3.4 LABELING

A. The contractor shall develop and submit for approval a labeling system for the cable installation. The Owner will negotiate an appropriate labeling scheme with the contractor. At a minimum, the labeling system shall clearly identify all components of the system: racks, cables, panels and wall plates. The labeling system shall designate the cables origin and destination and a unique identifier for the cable within the system. All labeling information shall be recorded on the as-built drawings and all test documents shall reflect the appropriate labeling scheme.

B. All labels shall meet UL 969 requirements for legibility, defacement and adhesion requirements. Handwritten labels are not allowed. All labels shall maintain consistent typeface, size and color.

C. Provide laminated plans (minimum size 11x17) of all AV as-built plans (including riser diagrams) intercom rack. Contractor shall be responsible for providing a 1RU drawer.

D. Label each equipment with the date (month/year) that it was installed along with the IP address, if applicable, and equipment type.

3.5 FIELD QUALITY CONTROL

A. Manufacturer's Field Services:

1. Provide services of a duly factory authorized service representative for this project location to supervise the field assembly and connection of components and the pre-testing, testing, and adjustment of the system.

B. Inspection:

1. Make observations to verify that units and controls are properly labeled, and interconnecting wires and terminals are identified. Provide a list of final tap settings of paging speaker line matching transformers.

C. Testing:

1. Rectify deficiencies indicated by tests and completely re-test work affected by such deficiencies at Contractor's expense. Verify by the system test that the total system meets the Specifications and complies with applicable standards.

3.6 OCCUPANCY ADJUSTMENTS:

A. When requested by the Architect within one year of date of Substantial Completion, provide on-site assistance in adjusting sound levels, resetting matching transformer taps, and adjusting controls to suit actual occupied conditions.



CLASSROOM ADDITION


3.7 TRAINING

A. The contractor shall provide and implement a complete and comprehensive staff training program for all administrators, facility staff members and teachers. This mandatory training program will provide school staff a complete understanding of how to utilize and properly operate all functions.

B. The training program shall be implemented by a staff member/trainer employed by the contractor. The trainer must be factory certified to provide training on their product.

C. All staff development training is to be coordinated through the owner’s designated representative. As training sessions are completed, the trainer will provide the school’s administrative staff and school district’s staff a document listing all of the staff and faculty members who attended, received and completed the training program.

D. Provide a minimum of (4) 6 hour sessions of in-service training with this system. These sessions shall be broken into segments that will facilitate the training of individuals in the operation of this system. Operators Manuals and Users Guides shall be provided at the time of this training.

E. Schedule training with Owner through the Architect, with at least 14 days advance notice.

F. Training shall be video recorded. Two (2) DVD copies shall be given to the owner.

3.8 CLEANING AND PROTECTION

A. Prior to final acceptance, the contractor shall vacuum and clean all system components and protect them from damage and deterioration. All general areas within and around all equipment rack/cabinets in the facility will be swept, vacuumed, and cleaned up.

3.9 OPERATING AND MAINTENANCE MANUALS:

A. Operating and maintenance manuals shall be submitted prior to testing of system. Total of two (2) manuals, shall be delivered to the Company. Manuals shall include all model numbers, service, installation, and programming information.

B. Include in the operation manuals all IP addresses and MAC addresses of every device.

C. Include all of the following information:

1. Warranty

2. Network settings

3. Riser diagrams from Shop drawings

4. Training videos



CLASSROOM ADDITION


3.10 RECORD DRAWINGS:

A. The Owner shall provide electronic (DWG) format of AV System system drawings that as-built construction information can be added to. These documents will be modified by the AV contractor to denote as-built information as defined above and returned to the Owner.

B. Provide a complete set of "as built" drawings in paper and electronic (DWG and PDF) formats showing cabinets, racks, patch panels, wiring, specific interconnections between all equipment and internal wiring of equipment. Drawings are to include all labeling information used in denoting equipment used in the installation. Labeling, icons, and drawing conventions used shall be consistent throughout all documentation provided.

END OF SECTION 27 5123



CLASSROOM ADDITION


BLANK PAGE

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

GRAPHIC SYMBOLS

ABBREVIATIONS

MATERIALS/LEGEND

VICINITY MAPDRAWING INDEX

GRID

GRID

W1

100A

ELEVATION CONTROL POINT

ROOM NUMBER

SHEET WHERE ELEVATION IS DRAWN

ELEVATION IDENTIFICATIONEXTERIOR ELEVATION SYMBOL

SHEET WHERE SECTION IS DRAWN

SECTION REFERENCE/WALL SECTION SYMBOL

BUILDING SECTION SYMBOLSECTION REFERENCE/

SHEET WHERE SECTION IS DRAWN

DETAIL SYMBOLDETAIL NUMBER/

SHEET WHERE DETAIL IS DRAWN

WINDOW OR STOREFRONT NUMBER

DOOR NUMBER

OR DATUM POINT

REVISION TAG

GRID LINES

101

NAME

#SHEET

1

SHEET

#

SHEET

#

SHEET

#

ROOM NAME

375 WEST 200 SOUTHSALT LAKE CITY, UT 84101

801.521.8600801.521.7913

PF

www.gsbsarchitects.com

GSBSARCHITECTS

SHEET WHERE ELEVATION IS DRAWN

ELEVATION IDENTIFICATIONINTERIOR ELEVATION SYMBOL

#SHEET

ROOM TAG

WINDOW TAG

DOOR TAG

BLOCKING, ROUGH WOOD

METAL (LARGE SCALE)

QUARRY/CERAMIC TILE

GRAVEL

EARTH

CONCRETE MASONRY UNIT

CONCRETE (POURED IN PLACE)

GYPSUM BOARD OR SETTING BEDS

INSULATION (BATT & BLANKET)

INSULATION (RIGID/SEMI-RIGID)

CONTINUOUS ROUGH WOOD

PLYWOOD

FACE BRICK

COMPACTED FILL

FIREPROOFING

HA

TUFO

ET

A

TS

TC

ETI

HCRAD

ES

NE

CI

L

261112-0301

VALERIEW. NAGASAWA

06/24/19

2019.021.00

G001

DRAWING INDEX, SYMBOLS

AND ABBREEVIATION

JORDAN SCHOOL DISTRICT

MONTE VISTAELEMENTARYCLASSROOMADDITION11121 SOUTH 2700 WESTSOUTH JORDAN, UT 84095

7905 S. REDWOODROAD WESTJORDAN, UT 84084

FIRE EXTINGUISHER

EXPANSION JOINT

CABINET

GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

CONTRACTOR INSTALLED

ELEVATION

EACH SIDE

EXISTING

EXPANSION

EXTERIOR

ELECTRIC WATER COOLER

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FINISH FLOOR

FOOTING

GAGE/GAUGE

GALVANIZED

GOVERNMENT FURNISHED

GROUND

GOVERNMENT

GYPSUM WALL BOARD

GYPSUM WALL BOARD

HANDICAPPED

HARDWARE

HOLLOW METAL

HORIZONTAL

ELEVATION

GALLONS PER MINUTE

GALLON

EACH FACE

FOUNDATION

HEADED STUD ANCHOR

EACH WAY

B.O. FLR.BOTTOM OF FLOOR

CONTRACTION JOINT

CONSTRUCTION JOINT

CONCRETE MASONRY UNIT

CONSTRUCTION

CONT.

CONST.

COORD.

DIA.

DEPT

DET.

C.T.J.

DBL.

C.P.

DIAMETER

DEPARTMENT

DETAIL

CONTINUOUS

COORDINATE

DOUBLE

CAP PLATE

BTWN.

CONC.

C.J.

CMU

COL.

CLG.

CLR.

BRG.

CER.

B.P.

BOT.

CEILING

CLEAR

COLUMN

CONCRETE

BEARING

BETWEEN

CERAMIC

BASE PLATE

BOTTOM

H.S.A.

HORIZ.

HR. HOUR

HDW.

HC.

H.M.

GOVT.

GWB.

GYP. BD.

GFCI

GND.

GPM

GFGI

GA.

GALV.

GAL.

FTG.

FT. FEET

OF ARCHITECTS

TESTING MATERIALS

CENTER LINE

ABOVE FINISH FLOOR

AMERICAN SOCIETY FOR

APPROXIMATE

AMERICAN INSTITUTE

ANCHOR BOLT

THREE LAYERS

ARCHITECTURAL

DEFORMED BAR ANCHOR

BITUM.

ALUM.

A.S.T.M.

BLDG.

APPROX.

ARCH.

D.B.A.

B.M.

BD. BOARD

BITUMINOUS

BUILDING

BENCHMARK

ALUMINUM

3L

ADJ.

A.F.F.

A.I.A.

A.B.

ABV.

CL

L

ADJUSTABLE

ABOVE

DIAMETER

ANGLE

FDTN.

F.F.

FIN.

F.E.C.

F.E.

FINISH

F.D.

FDN.

EXPAN.

E.W.C.

EXT.

EL.

EXIST.

E.S.

E.W.

ELEV.

EQ. EQUAL

EA.

E.J.

E.F.

EACH

MTL. T.O.METAL TOP OF

SQUARE FOOT

PERPENDICULAR

NOT IN CONTRACT

NUMBER

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OVERHEAD

OPPOSITE

PARTITION

PLATE

PAINTED

POUNDS PER SQUARE INCH

OVERHEAD DOOR

PROTECTION

OUTSIDE FACE

POUNDS PER CUBIC FOOT

POUNDS PER

POUNDS PER LINEAL FOOT

OPEN WEB STEEL JOIST

PROT.

P.S.I.

P.S.F.

PERP.

PNTD.

P.C.F.

P.L.F.

PL.

O.H.

OPP.

PART.

OHD

O.W.S.J.

O.F.

N.I.C.

N.T.S.

O.C.

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NO.

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W.W.F.

VERT.

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VNR.

T.O.W.

VCT

TYP.

U.N.O.

T.O.F.

T.O.S.

T.O.A.

T.O.C.

WELDED WIRE FABRIC

VERTICAL

VESTIBULE

WOOD

VENEER

WITH

TOP OF FOOTING

TOP OF ASPHALT

TOP OF CURB

VINYL COMPOSITION

UNLESS NOTED

TOP OF WALL

OTHERWISE

TYPICAL

TILE

OR SIDEWALK

TOP OF SLAB

MISCELLANEOUS

INFORMATION

HYDRANT

AIR CONDITIONING

INSIDE DIAMETER

INSULATION

LAVATORY

LIGHT

MECHANICAL

MANUFACTURER

MINIMUM

MASONRY OPENING

MAINTENANCE

MAXIMUM

MATERIAL

MANUFACTURER

INSIDE FACE

LIGHT WEIGHT

MASONRY CONTROL JOINT

INCHES

M.C.J.

MISC.

MECH.

MIN.

M.O.

MFR.

MANUF.

MAINT.

MAX.

MAT.

LT. WT.

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THRU

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SPEC.

S.J.I.

RM.

S.D.I.

SHR.

SHT.

R.O.

SCHED.

RAD.

REINF.

REQ'D

SOUND TRANSMISSION

STEEL JOIST INSTITUTE

STANDARD

STRUCTURAL

SUSPENDED

THROUGH

SUPERVISOR

STIFFENER

COEFFICIENT

SIMILAR

SPECIFICATION

ROUGH OPENING

STEEL DECK INSTITUTE

ROOM

SHOWER

SHEET

SCHEDULE

RADIUS

REINFORCED

REQUIRED

∅

PROJECT LOCATION:11121 SOUTH 2700 WESTSOUTH JORDAN, UTAH 84095

1 07/11/2016 Addendum #1

DRAWING INDEX

Sheet

Number Sheet Name

SF511 TYPICAL ROOF FRAMING DETAILS

SF512 TYPICAL ROOF FRAMING DETAILS

SF513 ROOF FRAMING DETAILS

SF514 ROOF FRAMING DETAILS

SF515 FRAMING PLAN AND DETAILS

SF601 TYPICAL STEEL FRAMING SCHEDULES

SF602 STEEL COLUMN SCHEDULE AND DETAILS

SF603 STEEL DECK SCHEDULES

FIRE PROTECTION

FP101 FIRE PROTECTION FLOOR PLAN

FP501 FIRE PROTECTION DETAILS

MECHANICAL

M101 MECHANICAL FLOOR PLAN

M501 MECHANICAL SCHEDULES AND DETAILS

M502 MECHANICAL DETAILS



MP101 MECHANICAL PIPING PLAN

PLUMBING

P101 PLUMBING FLOOR PLAN

P401 ENLARGED PLUMBING PLANS

P501 PLUMBING SCHEDULES AND DETAILS

P502 PLUMBING DETAILS

ELECTRICAL

EG100 SYMBOLS, SCHEDULES AND NOTES

EG102 SCHEDULES

EG200 OVERALL PLAN

EL101 LIGHTING PLAN

EP101 POWER PLAN

ET100 AUDIOVISUAL SYMBOLS, SCHEDULES AND NOTES

ET101 SCHEDULES AND NOTES

ET200 AUDIOVISUAL ROUGH-IN PLAN

ET300 AUDIOVISUAL FLOOR PLAN

ET400 AUDIOVISUAL RCP

ET700 AUDIOVISUAL DIAGRAMS

ET701 AUDIOVISUAL DIAGRAMS

EX600 ELECTRICAL DIAGRAMS





EY101 SYSTEMS PLAN

DRAWING INDEX

Sheet

Number Sheet Name

GENERAL

G000 COVER SHEET

G001 DRAWING INDEX, SYMBOLS AND ABBREEVIATION

G002 CODE SUMMARY AND DATA

G003 BUILDING SEPARATION PLAN

CIVIL

CD101 EXISTING CONDITIONS AND DEMOLITION PLAN

CP101 SITE & GRADING PLAN

CU101 UTILITY PLAN

CP501 SITE DETAILS

ARCHITECTURAL

AD100 OVERALL DEMOLITION PLAN

AD101 AREA DEMOLITION PLAN

AE100 OVERALL PLAN

AE101 AREA FLOOR PLAN

AE102 ROOF PLAN

AE111 FINISH FLOOR PLAN

AE200 EXTERIOR ELEVATIONS

AE300 BUILDING SECTIONS

AE301 WALL SECTIONS

AE302 WALL SECTIONS

AE500 INTERIOR ELEVATIONS



AE600 DOOR AND WINDOW SCHEDULE

AE610 REFLECTED CEILING PLAN

AE700 SCHEDULES AND WALL TYPES

AE900 INTERIOR DETAILS



AE903 EXTERIOR DETAILS

STRUCTURAL

SE001 GENERAL STRUCTURAL NOTES



SE004 GENERAL STRUCTURAL NOTES, LEGENDS &

ABBREVIATIONS

SB101 FOOTING AND FOUNDATION PLAN

SB501 TYPICAL FOOTING & FOUNDATION DETAILS

SB502 TYPICAL FOOTING & FOUNDATION DETAILS

SB601 CONCRETE SCHEDULES

SB602 CONCRETE ANCHOR SCHEDULES

SB611 MASONRY SCHEDULES

SB612 TYPICAL MASONRY DETAILS

SF101 ROOF FRAMING PLAN

1

H

AE2001

TEACHER PROJ. RM.

152

88 SF

RESTROOM

151

K

BOYS GIRLS

BOYS GIRLS

CLASSROOM

JAN.

CLASSROOM

152

CR

CR

AE502

9

AE502

AE502

2

1

4

5

6

CLASSROOM

160

CLASSROOM

159

PROJECT ROOM

157

CLASSROOM

156

CLASSROOM

155

5.1

4.9

4.5

13

4'-0

"

COLLABORATION AREA

161

BENCH SEAT

2

AE300

2

AE300

1

AE300

1

AE300

AE5006

AE502

7

8

LJ

11'-0" 62'-0" 11'-0"

PN

84'-0"

CLASSROOM

158

159

158

155

156

160

4

VESTIBULE

150

VESTIBULE

153

5.5

32

'-0"

28

'-8"

6'-4

"6

'-4"

28

'-8"

32

'-0"

3

2

AE501 8

5

6

7

M

24'-7 1/4"

24'-7 1/4"

3'-3

"

3'-3

"

CONCRETE WALKWAYSEE CIVIL

CONCRETE WALKWAYSEE CIVIL

D1E

D2E

D1E

D2D

D2D

D1E

D2D

D2D

H4C

D1E D1E

D1E

D2D

D1E

D2E

D1E

H1B

H1B

H1B

J3B

D1E

J3B D3B

J3B

H1BH1B

H1BH1B

H1B

J3B

H4C H4C

H4C

H4C

H4C

H4CH4C

AE903

1

154

6'-3"

7 3

/4"

7 3

/4"

7 3

/4"

8 3

/4"

6'-3"

BENCH SEAT

BENCH SEAT

BENCH SEAT BENCH SEAT

5'-9

"

D2D

3 3

/4"

3'-3

"

6'-9 1/2"

D2DD1E

1'-0

"

6'-9 1/2"

9'-4

"

151

157b

157a

SF-2 SF-2

SF-2

SF-2

SF-2SF-2

SF-3

SF-4

SF-1a

SF-1b

SF-5

SF-6

7'-7

1/4

"

5'-1

1 1

/4"

6'-3"

6'-3"

3'-3

"

1'-4"

5'-1

1 1

/4"

3'-3"

3'-3"

AE200

2

AE200

3

SHADED AREA NOT IN SCOPE

MARKERBOARDS

MARKERBOARDSMARKERBOARDS

MARKERBOARDS

MARKERBOARDSMARKERBOARDS

BENCH SEAT

COAT RACKCOAT RACK

CLASROOM

154

161a

161b

150a

153b

153a

AE903

8

AE903

8

J3B

J3B

H1B

H1B

EXP. JT. (EJ-3)

EXP. JT. (EJ-3)

PAINT, PATCH AND REPAIRAS REQUIRED FOR NEW PANEL AND DATA

ROOF DRAIN CHASE 12" X 24" CLR.

ROOF DRAIN CHASE 12" X 24" CLR.

11'-0"

28

'-7"

COAT RACKCOAT RACK

COAT RACK

COAT RACK

SF-1a

SF-1b

32

'-0"

4'-10"

J3B

H1B

H1B

H4C

H1B

H4B

H4B

1

AE302

1

WORK ROOM

LEGEND

CR CARD READER - SEE ELECTRICAL

NEW WALL TYPE - SEE SHEET AE700XXX

WINDOW SCHEDULE SEE SHEET AE600SF-1

DOOR SCHEDULE SEE SHEET AE600157b

HA

TUFO

ET

A

TS

TC

ETI

HCRAD

ES

NE

CI

L

261112-0301

VALERIEW. NAGASAWA

PROJECT

NORTH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

06/24/19

2019.021.00

AE101

AREA FLOOR PLAN




1/8" = 1'-0"AE101

1 AREA FLOOR PLAN

1 07/11/2016 Addendum #1

STOREFRONT AS SCHEDULED BRICK VENEER

MAIN FLOOR100' - 0"

456 5.1 4.9 4.5

1

AE300EXISTING ADDITION

5.5

DECK BEARING115' - 0"

ARCHITECTURAL CONCRETE FOUNDATION WALL (TYPICAL)

2'-0"

6"

2'-0

"

1

H K

STOREFRONT AS SCHEDULED

BRICK VENEER

MAIN FLOOR100' - 0"

2

AE300

LJ PN

M

118' - 8"

T.O. WALL


1

HK

MAIN FLOOR100' - 0"

2

AE300

L JP N

EXISTINGADDITION

M

118' - 8"

T.O. WALL PRE-FINISHED METAL PARAPET CAP FLASHING (TYP.)

1

AE302

1


1

HA

TUFO

ET

A

TS

TC

ETI

HCRAD

ES

NE

CI

L

261112-0301

VALERIEW. NAGASAWA

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

06/24/19

2019.021.00

AE200

EXTERIOR ELEVATIONS




1/8" = 1'-0"AE200

1 PARTIAL EAST ELEVATION

1/8" = 1'-0"AE200

2 PARTIAL SOUTH ELEVATION

1/8" = 1'-0"AE200

3 PARTIAL NORTH ELEVATION

STOREFRONT AS SCHEDULEDBRICK VENEER

EXISTING ADDITION

PRE-FINISHED METAL BATTEN SEAM PANEL FASCIA. MATACH EXISTING PROFILE, SPACING, AND COLOR. (TYP.)

PRE-FINISHED METAL FLASHING. MATCH EXISTING PROFILE AND COLOR (TYP.)

FOUNDATION WALL

1 07/11/2016 Addendum #1

PRE-FINISHED METAL PARAPET CAP FLASHING (TYP.)

EXISTING METAL BATTEN SEAM PANEL AND FLASHING TO REMAIN



EXISTING METAL BATTEN SEAM PANEL AND FLASHING TO REMAIN



MAIN FLOOR100' - 0"

6

111' - 4"

1'-4

"

1'-3 3/4"

4"

9 3

/4"

AE901

14SOLID SURFACE SILL

SPANDREL SYSTEMRE: TO EXTERIOR ELEVATIONS

METAL DECK

CMU WALL

PRE-FINISHED METAL BATTEN SEAM PANEL FASCIA. MATCH EXISTING PROFILE AND COLOR (TYP.)

CONC. SLAB ONGRADE

EXTRUDED POLYSTYRENEBOARD INSULATION

CONCRETE FOOTING

CEILING AS SCHEDULED


4" ROAD BASE DRAINAGECOURSE

SBS MODIFIED BITUMINUS ROOFSYSTEM OVER 1/2" COVER BOARD OVER 6" RIGID INSULATION

GYPSUM BOARD, PAINT

3-5/8" COLD-FORMED METALSTUD

BATT INSULATION

5/8" TYPE X GYPSUM BOARD

6" COLD FORMED METAL STUD 16" O.C.

115' - 0"

DECK BEARING

SOFFIT

109' - 10"

SOFFIT

ROLLER SHADE

AE903

2

VAPOR RETARDER

AIR BARRIER

GLASS MAT EXTERIOR SHEATHING

PRE-FINISHED METAL SOFFIT PANEL (TYP.)

SILL WITH SOFFIT TRIM / DRIP EDGE

CAULK JOINT (TYP.)

PRE-FINISHED METAL FLASHING. MATCH EXISTING PROFILE (TYP.)

SBS GRAVEL STOP ROOF EDGE WITH PRE-FINISHED METAL EDGE FLASHING.

2" MINERAL WOOL BLANKET TYPICAL BEHIND ALL SPANDREL

1

MAIN FLOOR100' - 0"

P

AE903

2

AE903

3

AE903

4


CONC. SLAB ONGRADE

EXTRUDED POLYSTYRENEBOARD INSULATION

4" ROAD BASEDRAINAGE COURSE

SBS MODIFIED BITUMINUS ROOFSYSTEM OVER 1/2" COVER BOARDOVER 6" RIGID INSULATION STEEL BEAM SEE

STRUCTURAL

STEEL JOIST SEESTRUCTURAL

115' - 0"

DECK BEARING

ROLLER SHADE

AIR BARRIER

LIGHT FIXTURE

109' - 10"

SOFFIT

VAPOR RETARDER

FOUNDATION WALL BEYOND

GRADE

2" MINERAL WOOL BLANKET TYPICAL BEHIND ALL SPANDREL

1

K

MAIN FLOOR100' - 0"

EXISTING MASONRY WALL

EXISTING ROOF

CEILING AS SCHEDULED

114' - 9 1/2"

DECK BEARING

PREFINSH METAL PARAPET CAP

EXPANSION JOINT (EJ-2)

PATCH AND REPAIR EXISTING ROOF AS REQUIRED

CANT BLOCKING

T.O. PARAPET

118' - 8"

AE903

9

GALVANIZED GRATE SHIPLADDER. 3'-0" WIDE

3'-0 1/4"1 3/4"

1'-1

3/4

"

9"

1 1/2" GALVANIZED RAILING, TYP.

3'-6

"

120' - 0"

METAL PLATE BOLTEDTO METAL DECK

STEEL JOIST SEESTRUCTURAL

STEEL BEAM SEESTRUCTURAL

STEEL TUBESEE STRUCTURAL

T.O. LADDER

REMOVE EXISTINGROOFING AND INSULATIONTO ANCHOR LADDER TO DECK

HA

TUFO

ET

A

TS

TC

ETI

HCRAD

ES

NE

CI

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VALERIEW. NAGASAWA

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

06/24/19

2019.021.00

AE301

WALL SECTIONS




3/4" = 1'-0"AE301

1 WALL SECTION 13/4" = 1'-0"AE301

2 WALL SECTION 23/4" = 1'-0"AE301

3 WALL SECTION 3

1 07/11/2016 Addendum #1

4.54.5

DECK BEARING

SBS GRAVEL STOP ROOFEDGE WITH PREFINISHEDMETAL EDGE FLASHING

PRE-FINISHED METALFLASHING. MATCH EXISTING PROFILE

3-5/8" COLD-FORMED METAL STUD

PREFINISHED METAL BATTENSEAM PANEL FASCIA. MATCHEXISTING PROFILE AND COLOR(TYP)

AIR BARRIER

GLASS MAT EXTERIOR SHEATHING

SOFFIT

SILL WITH SOFFIT TRIM / DRIP EDGE

PRE-FINISHED METAL SOFFIT PANEL (TYP)

CAULK JOINT (TYP)

SPANDREL SYSTEM RE:TO EXTERIOR ELEVATIONS

CONC. SLAB ON GRADE

VAPOR RETARDER

4" ROAD BASE DRAINAGECOURSE

EXTRUDED POLYSTYRENE

CONCRETE FOOTING

CEILING AS SCHEDULE

3-5/8"COLD-FORMED METAL STU

6" COLD-FORMEDMETAL STUD @ 16" O.C.

BATT INSULATION

METAL DECK

SBS MODIFIED BITUMINUS ROOFSYSTEM OVER 1/2" COVER BOARD OVER 6" RIGID INSULATION

STOREFRONTAS SCHEDULE

MASONRY WALL (BEYOND)

118' - 8"

T.O. MASONRY

111' - 4"

GYPSUM BOARD,PAINTED

100' - 0"

LEVEL 1

115' - 0"

2" MINERAL WOOL BLANKET (TYPICAL BEHIND ALL SPANDREL)

PREFINISHED METAL PARAPET CAP (BEYOND)

SBS MODIFIED BITUMINUS ROOF EXTENDED UP TO PARAPET

STOREFRONTAS SCHEDULE

CONC. SLAB ON GRADE

STOP GYPSUM BOARD 6" ABOVE CEILING

MECHANICAL DUCT

LIGHT FIXTURE AS SCHEDULED

HA

TUFO

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A

TS

TC

ETI

HCRAD

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OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

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GSBSARCHITECTS

06/24/19

2019.021.00

AE302

WALL SECTIONS




3/4" = 1'-0"AE302

1 WALL SECTION AT VESTIBULE

1 07/11/2016 Addendum #1

1

VESTIBULE

SCH

ED. C

LNG

.

HEI

GH

T

HANGER RODS

STRUCTURE TO SUPPORT PARTITION, SEE STRUCTURAL

OPERABLE PARTITION

HANGER BRACKET BY PARTITION MANUFACTURER

TOP SEAL

BAKED ENAMEL SOFFIT TRIM PAN

STEEL BALL BEARING TROLLEY

5/8" GYP. BOARD

METAL STUD

GUIDE RAIL

ROLLER CHAIN

METAL STUD BRACES AT 8'-0" O.C. MAX

NON-BEARING METAL STUD BRACES, SEE STRUCTURAL

1

AE902

OPERABLE PARTITION POCKET, WITH WALL CARPET FINISH COLOR TBD

STANDARD PASS DOOR-NO LOCKS

OPERABLE PARTITION FIELD VERIFY ALL DIMENSIONS

18

'-0"

+/-

66'-8" +/-

HA

TUFO

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A

TS

TC

ETI

HCRAD

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261112-0301

VALERIEW. NAGASAWA

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

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2019.021.00

AE902

INTERIOR DETAILS




3" = 1'-0"AE902

1 OPERABLE PARTITION DETAIL (ALTERNATE #1)

1/4" = 1'-0"AE902

2 NEW OPERABLE PARTITION ELEVATION (ALTERNATE #1)

1 07/11/2016 Addendum #1

1

1

DORIAN LEEADAMS

No.323725

PR

OF

ES

SIO

NALSTRUCTURAL

EN

GIN

EE

R

STATE OF UTAH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

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GSBSARCHITECTS

06/24/2019

06/24/19

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SE001

GENERAL STRUCTURAL

NOTES




1 07/11/19 Addendum #1

1 1

1

H K

5

6

5.1

4.9

4.5

LJ PN

5.5

4

M

4" THICK UNREINFORCED CONC SLAB OVER 4"

GRANULAR FILL. TOS=100'-0" TYPICAL UNO

TOF = 99' - 0"

TOF = 99' - 0"

TOEF = 98' - 6"

TOEF = 98' - 6"

EXISTING 4" THICK UNREINFORCED CONC SLAB

ON GRADE TOS=100'-0" TYPICAL

15' - 0" 5' - 2" 11' - 0" 37' - 6" 24' - 6" 11' - 0"

32' -

0"

28' -

8"

6' -

4"

6' -

4"

28' -

8"

32' -

0"

NEW ADDITIONEXISTING BUILDING

B1

SB502

A3

SB502

A3

SB502

A1

SB502

A1

SB502

S

S

CJ

CJ

CJ

CJ

CJ

A1

SB501

TYP

TYP

TYP

TYP

A3

SB502

TYP/SIM

TYP/SIM

FC2.0

FC

3.0

CRW-2

CR

W-2

CRW-2

CR

W-2

CR

W-1

CR

W-2

CRW-2

CR

W-2F

C3.

0

FC2.0

FS5.0

FS5.0

FS6.5

FS6.5

FS6.5

MC-1

MC-1

MC-3 M

C-3M

C-3M

C-3

MW

-1

MW

-1

FS6.5

MW-2

MC-3

MC-3

MW-1

MW-1

MC-3

MC-3

MW-2

MW

-1

MC-3M

C-3MC-3M

C-3

MW

-1

MC-1

MC-1

MW-3 MW-2MW-1

MW-3MW-2

MW-1

SC-2

SC-4

SC-1

SC-4

SC-1

SC-2

MC-2

MC-2

A2

SB502

A4

SB502TYP/SIM

A4

SB502

TYP

3 7/

8"

3 7/

8"

3 7/8"

3 7/

8"

3 7/8"

3 7/

8"

C1

SB502

C1

SB502

CF

W-2

CFW-1

CF

W-2

TOF = 96' - 0"

CR

W-1

CR

W-1

TOF = 94' - 6"

A2

SB502TYP

CRW-4

CRW-3 CRW-1CRW-2

A1

SB502

TYP/SIM

CRW-4 CRW-3CRW-2

CRW-1FC3.0

A2

SB502

TYP

CFW-1

C3

SB502

TYP

CFW-3 FC3.0FC3.0CFW-3

FC3.0FC3.0

CFW-3

FC3.0

FC3.0

FC3.0

FC3.0

FC3.0

CFW-3

FC3.0

CRW-2

CRW-2

MATCH TOP OF EXIST CONC FTNG

ELEVATION

MATCH TOP OF EXIST CONC FTNG

ELEVATION

CFW-3

C2

SB502

C2

SB502

TYPICAL AT INTERIOR UNO

TO

F =

94'

- 6

"

CONSTRUCTION/CONTROL JOINTS @ 10'-0" O.C. EACH WAY MAX

A3

SB502

TYP

BLOCKOUT TYPICAL AT STEEL COLUMNS

SB502

B4

FC

3.0

CFW-4

SB502

B4

FC

3.0

CFW-4

SC-3

SC-3

1-#5 IN SOLID GROUTED CELL

ABV

1

1

S S

ST

OF

= 9

8' -

0"

TO

F =

97'

- 0

"

TOF = 96' - 0"

11

1

S S

S

TOF = 94' - 6"

TO

F =

97'

- 0

"

11

1

1

11

1

1

1 1

FC3.0

1

11 1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

CR

W-2

1

CFW-3

CFW-3

CFW-3

CFW-3

CFW-3FC3.0CFW-3

CFW-3

TO

F =

98'

- 0

"

1

1. SEE ARCHITECTURAL, CIVIL AND LANDSCAPEDRAWINGS FOR EXTERIOR CONCRETE RETAINING AND / OR SITE WALLS NOT SHOWN ON THE STRUCTURAL DRAWINGS.

2. SEE DETAIL TYPICAL STEP AT CONTINUOUS FOOTING.

3. PROVIDE REINFORCEMENT AT WALL ENDS, INTERSECTIONS AND OPENINGS PER TYPICAL DETAIL .

4. DOWEL ALL CONCRETE WALLS TO FOOTING PER TYPICAL DETAIL .

5. PROVIDE COMPACTED STRUCTURAL FILL UNDER ALL CONCRETE FOOTINGS PER TYPICAL DETAIL

.

FOOTING & FOUNDATION PLAN NOTES

/SB501B1

/SB501C1

/SB501A4

SLAB ON GRADE PLAN NOTES

1. ALL SLABS ON GRADE SHALL BE 4 INCHES THICK, UNLESS NOTED OTHERWISE. SEE TYPICAL CONCRETE SLAB ON GRADE PROFILE DETAIL

FOR SUBGRADE REQUIREMENTS.

2. SEE ARCHITECTURAL, CIVIL AND LANDSCAPE DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS, ETC.

3. SEE ARCHITECTURAL DRAWINGS AND FINISH SCHEDULE FOR SLAB DEPRESSIONS, SLOPES TO DRAINS AND SLAB AREAS TO RECEIVE FLOOR TILE.

4. SEE TYPICAL CONCRETE SLAB ON GRADE DETAILS FOR CONSTRUCTION JOINTS, CONTROL JOINTS AND ADDITIONAL SLAB REINFORCING .

5. SUBMIT SLAB ON GRADE CONTROL JOINT PLAN FOR REVIEW.

/ SB501A3

/SB501A1

MASONRY WALL NOTES

1. TERMINATE HORIZONTAL REINFORCEMENT AT CONTROL JOINTS IN MASONRY WALLS PER DETAIL

.

2. PROVIDE ADDITIONAL HORIZONTAL AND VERTICAL REINFORCING AT WALL CORNERS, EDGES OF OPENINGS, WALL ENDS, AND WALL INTERSECTIONS PER

3. SEE FOR TYPICAL REINFORCING AROUND MISCELLANEOUS OR RECESSED MASONRY WALL OPENINGS.

4. SEE FOR REQUIRED ADDITIONAL DUCTILITY REINFORCING IN LOAD BEARING MASONRY WALLS.

/SB612B2

/ SB612A3

/SB612A1

/SB612B3

DORIAN LEEADAMS

No.323725

PR

OF

ES

SIO

NALSTRUCTURAL

EN

GIN

EE

R

STATE OF UTAH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

06/24/2019

06/24/19

2019.021.00

SB101

FOOTING AND

FOUNDATION PLAN




SCALE:SB101 1/8" = 1'-0"

A1 FOOTING AND FOUNDATION PLAN

PROJECT

NORTH

TOS=100'-0" TYPICAL UNO

1 07/11/19 Addendum #1

Sched - Epoxy Detail

NEW REBAR DOWEL

ANCHOR REBAR OR THREADED ROD IN ADHESIVE FILLED HOLE. USE APPROVED ADHESIVE AND FOLLOW ALL MANUFACTURERS RECOMMENDATIONS PER THE CODE EVALUATION REPORT (SEE GENERAL STRUCTURAL NOTES)

EXISTING CONCRETE

NEW THREADED ROD

THIS SCHEDULE SHALL BE USED ONLY WHERE SPECIFICALLY REFERENCED ON THE DRAWINGS AND AT OTHER LOCATIONS WITH APPROVAL OF THE STRUCTURAL ENGINEER.

EMBEDMENT LENGTHS SPECIFIED ON PLANS OR DETAILS TAKE PRECEDENCE OVER EMBEDMENT LENGTHS IN THIS SCHEDULE.

WHERE THE THICKNESS OF THE EXISTING CONCRETE MEMBER IS NOT SUFFICIENT TO ACHIEVE SCHEDULED EMBEDMENT AND SPECIFIED CLEAR COVER FOR THE ANCHOR, CONTACT THE STRUCTURAL ENGINEER.

SEE GENERAL STRUCTURAL NOTES FOR LIST OF APPROVED ADHESIVES AND OTHER REQUIREMENTS FOR ADHESIVE ANCHORING.

ADHESIVE ANCHORS IN CONCRETE SCHEDULE

#10

#11

#9

#8

#7

DOWEL SIZE

#3

#5

#6

#4

3/8"Ø

REINFORCING BAR

SIZE

THREADED ROD

EMBEDMENT LENGTH (SEE NOTE #2)

18"

19"

14"

13"

12 1/2"

4"

9"

10"

6"

15"

12"

10 1/2"

4 1/2"

7 1/2"

9"

6"1/2"Ø

5/8"Ø

3/4"Ø

7/8"Ø

1"Ø

1 1/4"Ø

EMBEDMENT LENGTH (SEE NOTE #2)

NOTES:

1.

2.

3.

4.

LENGTH

EMBEDMENT

Sched - Expansion Anchor Detail

NEW EXPANSION ANCHOR

EXISTING CONCRETE

THIS SCHEDULE SHALL BE USED ONLY WHERE SPECIFICALLY REFERENCED ON THE DRAWINGS. ANCHORS AT OTHER LOCATIONS MUST BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.

EDGE DISTANCE, Cac, AND EMBEDMENT LENGTHS, H nom, AND ANCHOR SPACING SPECIFIED ON PLANS OR DETAILS TAKE PRECEDENCE OVER VALUES IN THIS SCHEDULE.

ANCHORS LOCATED WHERE THE THICKNESS OF THE EXISTING CONCRETE MEMBER DOES NOT MEET THE REQUIRED MINIMUM CONCRETE THICKNESS MUST BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION.

SEE GENERAL STRUCTURAL NOTES FOR LIST OF APPROVED ANCHORS AND OTHER REQUIREMENTS FOR USING EXPANSION ANCHORS.

EXPANSION ANCHORS IN CONCRETE SCHEDULE

ANCHOR SIZE

3/8"Ø

5/8"Ø

3/4"Ø

1/2"Ø

2.7/8"

EMBEDMENT LENGTH (H nom)

6.1/2"

10"

16"

10"

3.3/4"

6"

7"

5"3.7/8"

5.1/8"

5.3/4"

MINIMUM EDGE DISTANCE (Cac)

NOTES:

1.

2.

3.

4.

H nom

Cac

H min

S m

in

4.1/2"

8"

10"

6"

MINIMUM CONCRETE THICKNESS (H min)

MINIMUM ANCHOR SPACING (S min)

Sched - Screw Anchor Detail

NEW SCREW ANCHOR

EXISTING CONCRETE

THIS SCHEDULE SHALL BE USED ONLY WHERE SPECIFICALLY REFERENCED ON THE DRAWINGS AND AT OTHER LOCATIONS WITH APPROVAL OF THE STRUCTURAL ENGINEER.

EDGE DISTANCE, Cac, AND EMBEDMENT LENGTHS, H nom, AND ANCHOR SPACING SPECIFIED ON PLANS OR DETAILS TAKE PRECEDENCE OVER VALUES IN THIS SCHEDULE.

ANCHORS LOCATED WHERE THE THICKNESS OF THE EXISTING CONCRETE MEMBER DOES NOT MEET THE REQUIRED MINIMUM CONCRETE THICKNESS MUST BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION..

SPECIAL INSPECTION IS REQUIRED DURING INSTALLATION OF ALL SCREW ANCHORS PER THE CODE EVALUATION REPORT FOR THE ANCHOR AND THE QUALITY ASSURANCE SECTION OF THE GENERAL STRUCTURAL NOTES.

SEE GENERAL STRUCTURAL NOTES FOR LIST OF APPROVED ANCHORS AND OTHER REQUIREMENTS FOR USING SCREW ANCHORS.

SCREW ANCHORS SHALL ONLY BE USED IN INTERIOR DRY LOCATIONS

SCREW ANCHORS IN CONCRETE SCHEDULE

ANCHOR SIZE

3/8"Ø

5/8"Ø

3/4"Ø

1/2"Ø

3.1/4"3.3/4"

6.3/8"

7.5/16"

4.1/2"

5"

8.1/2"

10"

6.1/4"4"

5.1/2

6.1/4"

NOTES:

1.

2.

3.

4.

5.

6.

H nom

Cac

H min

EMBEDMENT LENGTH (H nom)

MINIMUM EDGE DISTANCE (Cac)

MINIMUM CONCRETE THICKNESS (H min)

MINIMUM ANCHOR SPACING (S min)

3"

3.3/4"

4.1/2"

3.1/2"

S m

in

STD 90° HOOK

2" DIA. WEEP HOLE @ 10'-0"O.C. MAX.

DOWEL TO MATCH 'V2'BARS (WHERE REQ'D)

2-#5 CONT TOP & BOTTOM

12" OF FREEDRAINING GRAVEL

TOW = SEE ARCH

FINISH GRADE

'H' BARS

'V' BARS

2x4 CONT KEYWAY

'C BOT' BARS

'C TOP' BARS

'T' BARS

'V2' BARS (WHERE REQ'D)

'H2' BARS (WHERE REQ'D)

FTG DRAIN WHEREOCCURS. SEE ARCH

CLR.2"

'B' 'TW' 'A'

2' -

6"

MIN

.

LEN

GT

H

LAP

SP

LIC

E

'TF

''H

T'

'TW'

DORIAN LEEADAMS

No.323725

PR

OF

ES

SIO

NALSTRUCTURAL

EN

GIN

EE

R

STATE OF UTAH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

06/24/2019

06/24/19

2019.021.00

SB602

CONCRETE ANCHOR

SCHEDULES




NO SCALESB602

C4 ADHESIVE ANCHORS IN CONCRETE SCHEDULE

NO SCALESB602

B4 EXPANSION ANCHORS IN CONCRETE SCHEDULE

NO SCALESB602

A4 SCREW ANCHORS IN CONCRETE SCHEDULE

1 07/11/19 Addendum #1

CONCRETE RETAINING WALL SCHEDULE

MARK "HT' 'A' 'B' 'TW' 'TF'

'V' BARS 'H' BARS 'V2' BARS 'H2' BARS 'T' BARS 'C TOP' BARS 'C BOT' BARS

SIZE SPACE SIZE SPACE SIZE SPACE SIZESPAC

E SIZE SPACE SIZE SPACE SIZE SPACECRW-1 5' - 6" 1' - 0" 2' - 4" 8" 1' - 0" #4 12" #4 12" - - - - #5 12" 4 - #5 14" 2 - #5 14"

CRW-2 5' - 6" 1' - 0" 1' - 10" 1' - 2" 1' - 0" #4 12" #4 12" #4 12" #4 12" #5 12" 4 - #5 14" 3 - #5 10"

CRW-3 4' - 0" 6" 1' - 10" 8" 1' - 0" #4 12" #4 12" - - - - #5 12" 4 - #5 10" 2 - #5 8"

CRW-4 4' - 0" 6" 1' - 4" 1' - 2" 1' - 0" #4 12" #4 12" #4 12" #4 12" #5 12" 4 - #5 10" 2 - #5 14"

1. 'V' BARS SHALL NOT BE SPLICED BELOW MID-HEIGHT OF WALL

NO SCALESB602

B1 TYPICAL CONCRETE RETAINING WALL SCHEDULE AND DETAIL

1

H K

5

6

5.1

4.9

4.5

LJ PN

5.5

4

M15' - 0" 5' - 2" 11' - 0" 37' - 6" 24' - 6" 11' - 0"

32' -

0"

28' -

8"

6' -

4"

6' -

4"

28' -

8"

32' -

0"

5 E

Q S

PC

S4

EQ

SP

CS

2 E

Q S

PC

S4

EQ

SP

CS

5 E

Q S

PC

S

SD

-1

SC-1

SC-1SC-4

SC-4

SC-2

SC-2

1" EXPANSION JOINT

1" EXPANSION JOINT

NEW ADDITION

(E)W24x76 (E)W18x35

(E) 36LH07 JOISTS @ 5'-10" O.C.

(E)3

6LH

07(E

)36

LH07

(E) 36LH07 JOISTS @ 5'-10" O.C.

(E) 8" CMU WALL BELOW TYPICAL

(E) 8" CMU WALL BELOW TYPICAL

W18x35 §

W18x35

W18x35

W18x35 §

EXISTING BUILDING

MW

-1

MW-3

MW-2

MW-1

ML-5

ML-

5M

L-5

ML-5

ML-5 ML-5MW-3

MW

-1

MW

-1

MW-2

MW-1

MW

-1

ML-

4

MW-1

MW

-1

MW-2

MW

-1

MW-2 MW-1

W16x26

W16

x26

10K 370/240

10K 370/240

10K 370/240

10K 370/240

W16

x26

W8x

15

10K 370/240

10K 370/240

10K 370/240

W16x26

W12

x26

§W

21x4

4 §

W21

x44

§W

21x4

4 §

W16

x26

§W

16x2

6 §

MW-1

MW-1

MW-1

MW-1

MW-1MW-1MW-1MW-1

MW-1MW-1MW-1MW-1

C1

SF512

C2

SF512

C3

SF512

C4

SF512

C3

SF512

C4

SF512

B1

SF512

B1

SF512

B1

SF512

B1

SF512

C4

SF513

B1

SF513

TYP

TYP

TYP

B1

SF513

TYP

TYP

B1

SF511

TYP

TYP

B1

SF511

MC-3

MC-3

MC-3 M

C-3

MC-1

MC-1

MC-1

MC-1

MC-3

MC-3

MC-3

MC-3

TYP

W10

x22

§

28K 330/220

28K 330/220

28K 330/220

28K 330/220

20K 330/220

20K 330/220

20K 330/220

20K 330/220

W12x19 §

28K 370/240

28K 400/270

28K 370/240

24K 350/230

24K 350/230

24K 350/230

28K 370/240

28K 400/270

28K 370/240

W12x19 §

20K 330/220

20K 330/220

20K 330/22028K 330/220

28K 330/220

28K 330/220

28K 370/240

28K 400/270

28K 370/240 28K 370/240

28K 400/270

28K 370/240

28K 330/220 20K 330/220

MC-2

MC-2

W8x10

W8x

10

28K 370/240

B1

SF511

15,000# ROOF TOP MECH UNIT

W21

x44

§

B3

SF512

A1

SF512

A3

SF512

C1

SF513

C1

SF513

W8x

10 §

W8x

10 §

A4

SF511

A4

SF511

B2

SF512

C3

SF513

B1

SF512SIM

B4

SF512

+1.3

k

C2

SF513

TYPE "R" TOP CHORD EXTENSION TO MATCH LOADING ON JOIST, TYP

+2.6

k

+2.6

k

+0.9

k

W8x10 CANTW8x10 CANT W8x10

A2

SF512

W8x10 CANTW8x10 CANT W8x10

A2

SF512

B2

SF512

B2

SF513

B2

SF512

TYP

B3

SF513

TYP

HATCHED AREA INDICATES CONC OVER STEEL DECK AT ROOF TOP MECH UNIT

SIM

TYP/SIM

EXISTING ROOF FRAMING PLAN NOTES:

1. SEE FOR OPERABLE PARTITION WALL SUPPORT FRAMING IN EXISTING BUILDING. SEE ARCH FOR LOCATION

/SF515A4

B1

SF512SIM

A2

SF513A2

SF513

A2

SF513

RIDGE

B2

SF513

B2

SF512

TYP/SIM

SF511

A1

TYP

1' -

0"

1' -

0"

A1

SF513

A1

SF513

SN

D-1

SN

D-1

4' - 0"

B4

SF513

TYP

C4

SF514

C4

SF514

A3

SF513

TYP

SC-3

SC-3

POSTS ABV TYP FOR STEEL STUD PARAPET WALL

3-E

Q S

PC

S

PO

ST

AB

V @

PO

ST

AB

V @

6'-0

" O

.C.

PO

ST

AB

V @

6'-0

" O

.C.

A4

SF513

C3

SF514

1

1

1

1

1

1

1

ROOF FRAMING PLAN NOTES

1. SEE ARCHITECTURAL FOR ROOF SLOPES AND DRAINS. PROVIDE STEEL FRAMES OR REINFORCE OPENINGS PER DETAIL AT STEEL DECK./SF511A1

1. OPEN WEB STEEL JOISTS AND JOIST GIRDERS SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT THE MECHANICAL AND LATERAL LOADS SHOWN ON THE ROOF FRAMING PLANS IN ADDITION TO THE UNIFORM AND POINT LOADS SHOWN. LOADS SHOWN ARE ASD UNO

2. ±#.##k – INDICATES POINT LOAD ON STEEL JOIST IN ADDITION TO UNIFORM LOADING SHOWN. + INDICATES DOWNWARD AND - INDICATES UPWARD LOADS. LOADS SHOWN ARE UNFACTORED, UNO.

3. ALL LOADS SUPPORTED BY OPEN WEB STEEL JOISTS AND GIRDERS SHALL BE LOCATED WITHIN 6”OF JOIST OR GIRDER PANEL POINT OR THE JOIST OR GIRDER SHALL BE REINFORCED PER DETAIL

4. HORIZONTAL CROSS BRIDGING SHALL BE SIZED AND SUPPLIED BY THE JOIST MANUFACTURER. CONNECT TO WALLS AS INDICATED ON DETAILS.

5. WHERE SKYLIGHTS OR MECHANICAL UNITS INTERRUPT HORIZONTAL BRIDGING, PROVIDE CROSS BRIDGING AT JOIST SPACES ON EACH SIDE, TYP.

6. OPEN WEB STEEL JOISTS BEARING AT CONCRETE OR MASONRY WALLS SHALL BE DESIGNED FOR A SEISMIC AXIAL LOAD TO BE TRANSFERRED THROUGH THE JOIST BEARING SEAT. MINIMUM UNFACTORED LOAD SHALL BE 4.0 K AT K JOISTS, 6.0 K AT LH & DLH JOISTS, UNO.

7. ALL OPEN WEB STEEL JOISTS WITH A SLOPE OF 3/8”PER FOOT OR LARGER SHALL HAVE SLOPED BEARING SEATS.

8. OPEN WEB STEEL JOISTS AT ROOF AREAS SHALL BE DESIGNED FOR THE FOLLOWING WIND ASD NET UPLIFT LOADS: 14 PSF WITHIN 6 FT OF ROOF EDGES, 10 PSF AT ALL OTHER AREAS.

9. OPEN WEB STEEL JOISTS AT ROOF SHALL BE DESIGNED FOR SNOW DRIFT. SEE PLANS FOR AREAS MARKED WITH SND-#. SEE FOR SCHEDULE.

OPEN WEB JOIST FRAMING PLAN NOTES

/SF511C4

/SF602B4

NON-COMPOSITE FRAMING PLAN NOTES

1. SEE STEEL DECK SCHEDULE ON SHEET SF603 FOR DECK PROFILE AND DECK ATTACHMENT REQUIREMENTS.

2. PROVIDE FRAMING AT OPENINGS THROUGH STEEL DECK PER DETAIL . FOR ROUND OPENINGS LESS THAN 12 INCHES IN DIAMETER SEE DETAIL

.

3. VERIFY SIZE WEIGHT, LOCATION AND CONFIGURATION OF ALL ROOF TOP EQUIPMENT WITH ARCHITECT AND MECHANICAL ENGINEER. PROVIDE STEEL FRAMES FOR SUPPORT OF ROOF TOP EQUIPMENT PER DETAIL . COORDINATE OPENINGS WITH MECHANICAL & ELECTRICAL.

4. SEE DETAIL FOR SUPPORT OF HANGING MECHANICAL UNITS.

/SF511C1

/SF511C2

/SF511C3

/SF511A3

MASONRY WALL NOTES

1. TERMINATE HORIZONTAL REINFORCEMENT AT CONTROL JOINTS IN MASONRY WALLS PER DETAIL

.

2. PROVIDE ADDITIONAL HORIZONTAL AND VERTICAL REINFORCING AT WALL CORNERS, EDGES OF OPENINGS, WALL ENDS, AND WALL INTERSECTIONS PER

3. SEE FOR TYPICAL REINFORCING AROUND MISCELLANEOUS OR RECESSED MASONRY WALL OPENINGS.

4. SEE FOR REQUIRED ADDITIONAL DUCTILITY REINFORCING IN LOAD BEARING MASONRY WALLS.

/ SB612B2

/SB612A3

/SB612A1

/SB612B3

DORIAN LEEADAMS

No.323725

PR

OF

ES

SIO

NALSTRUCTURAL

EN

GIN

EE

R

STATE OF UTAH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

06/24/2019

06/24/19

2019.021.00

SF101

ROOF FRAMING PLAN




SCALE:SF101 1/8" = 1'-0"

A1 ROOF FRAMING PLAN

PROJECT

NORTH

TOST=VARIES SEE ARCH

1 07/11/19 Addendum #1

NEW BASE PLATE

STEEL BASE PLATE SCHEDULE

BASE PLATE MARK N B

SBP-2

SBP-1 10" 10"

REMARKSTYPETHICK-NESS

TUBE/PIPE COLUMNTYPE T2

1 1/

2" T

YP

1 1/2" TYP

1/2" TYP

1/2"

TY

P1

1/2"

TY

P

B

N

B

N

1/4

WELD FACEOF FLATS ATTUBES

3/4" T1

NOTES:1. BASE PLATES BEARING ON CONCRETE SHALL BE INSTALLED W/ 4-3/4"Ø ANCHOR RODS UNO. PROJECT ANCHOR RODS 3" (MIN.) ABOVE THE TOP OF THE BASE PLATE. ALL BOLTS SHALL BE INSTALLED W/ HARDENED WASHERS BENEATH THE NUT. ANY BOLT HOLES LARGER THAN THE BOLT DIAMETER PLUS 5/16" SHALL HAVE 5/16" PLATE WASHERS INSTALLED BENEATH THE HARDENED WASHERS.2. BASE PLATES BEARING ON STEEL SHALL BE INSTALLED W/4-7/8"Ø A325 BOLTS, UNLESS NOTED OTHERWISE.3. DO NOT WELD ANCHOR RODS TYPE T1

1 1/

2"1

1/2"

TY

P

D

TYPE T3

G

1/2" TYP

EM

BE

D

9" M

IN3" TYP

G = WORKABLE GAGE OF SUPPORTING BEAM PER AISC MANUAL TABLE 1-1 OR 3 x BOLT DIAMETER, WHICHEVER IS GREATEST

D = COLUMN WIDTH +1", OR G + 3", WHICHEVER IS GREATEST

C

--

2" NON-SHRINK GROUT

11" 11" 3/4" T1--

SBP-3 11" 6" 3/4" T1--

1

NEW CAP PLATE

TUBE COLUMN

1 1/

2" T

YP

1 1/

2" T

YP

D

G

TUBE COLUMN

G = WORKABLE GAGE OF SUPPORTED BEAM PER AISC MANUAL TABLE 1-1 OR3 x BOLT DIAMETER, WHICHEVER IS GREATEST.

D = COLUMN WIDTH + 1", BEAM WIDTH + 1", OR G + 3", WHICHEVER IS GREATEST.

D

G

1 1/

2" T

YP

1 1/

2" T

YP

1/2"

TY

P

NOTES:1. ALL BOLTS IN CAP PLATES SHALL BE 7/8"Ø A325N IN STANDARD HOLES TYPICAL UNO.

2. CAP PLATE THICKNESS SHALL BE 3/4" TYPICAL UNO.

TYPE SCP-1 TYPE SCP-2

NOTES:1. FOR OWSJ DESIGN DRIFT LOADS SHALL BE IN ADDITION TO ALL LOADS INDICATED ON PLANS.2. SNOW DRIFT VALUES IN SCHEDULE ARE IN UNITS OF PSF. MULTIPLY LOADS BY JOIST SPACING TO OBTAIN PLF LOADING FOR JOIST DESIGN.

DL+SL (PLF) SEE LOADS INDICATED ON JOISTS

LENGTH

DRIFT

WD

DORIAN LEEADAMS

No.323725

PR

OF

ES

SIO

NALSTRUCTURAL

EN

GIN

EE

R

STATE OF UTAH

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:


801.521.8600801.521.7913

PF


GSBSARCHITECTS

06/24/2019

06/24/19

2019.021.00

SF602

STEEL COLUMN SCHEDULE

AND DETAILS




1 SEE GRAVITY COLUMN STEEL BASE PLATE SCHEDULE FOR MINIMUM ANCHORBOLT REQUIREMENTS

2 PROVIDE CAP PLATE PER TYPICAL GRAVITY COLUMN CAP PLATE DETAILS. CAPPLATE THICKNESS SHALL BE 3/4" THICK TYP. UNO

3 COLUMN SPLICES SHALL BE LOCATED PER SPLICE DETAILS, TYPICAL, U.N.O.

NO SCALESF602

A1 TYPICAL STEEL BASE PLATE SCHEDULE & DETAILS FOR GRAVITY COLUMNS

NO SCALESF602

A4 TYPICAL STEEL CAP PLATE DETAILS FOR GRAVITY COLUMNS

STEEL COLUMN SCHEDULE

MARK SIZE BASE PLATE TYPE REMARKSSC-1 HSS4x4x1/4 SBP-1

SC-2 HSS5x5x5/16 SBP-2



SNOW DRIFT SCHEDULE

MARK DRIFT LENGTH WD (PSF)SND-1 7' - 9" 39

NO SCALESF602

B4 SNOW DRIFT SCHEDULE

1 07/11/19 Addendum #1

1

P1

P1

IC4 IC4

IC4

IC1

C1

P1

IC1

IC2

IC2

IC1

IC4

P1

P1

IC4

P1

IC4

P1

C1 C1

C1 C1 C1

C1 C1 C1

IC1

IC1

C1

C1 C1

C1 C1

C1 C1

C1

C1 C1

C1C1

C1 C1

C1 C1

C1

C1C1

C1

C1C1

C1 C1

IC1

V

IC1

V

C

C

C

C

C

C

C

C

HG K

4

5

6

5.1

4.9

4.5

LJ PN

CLASSROOM117

JAN.064

CLASSROOM118

CLASSROOM(16)119

CLASSROOM120

VESTIBULE050B

STORAGE061

PROJECTROOM

065

GIRLS063

BOYS062

BOYS067

GIRLS068

TEACHERPROJ. RM.

152

RESTROOM151

EAST HALLWAY060

VESTIBULE150

VESTIBULE153

CLASROOM154

PROJECTROOM

157

CLASSROOM156

CLASSROOM155

CLASSROOM160

CLASSROOM158

COLLABORATIONAREA

161

CLASSROOM159

'R1' 'R1'

'R1'

'R1'

'R1'

'R1'CLG

CLG

CLG

CLG

CLGCLG

V1 V1

V1

V1

V1V1

V2V2

V2

V2

V2V2

V7V7

V7

V7

V7V7

V8 V8

V8

V8

V8V8

V6V6

V6

V6

V6V6

'R1'CLG

TO 'R1'

(1) S16

TO 'R1'

(1) S16

V2

V11

V11

1

1

1

1

1

1

1

1

1

1

HICKS

BRIAN

No. 7709037-2202

GIN

EER

ONA

OF

ESSI

R

UTAH

TE OF

STA

P

L EN

SALT LAKE ST.GEORGE

BNA635 South State Street

Salt Lake City, Utah 84111P:801.532.2196F:801.532.2305

www.bnaconsulting.com

CONSULTING 2019 BNACONSULTING

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600

801.521.7913

P

F


GSBSARCHITECTS

06-24-2019

2015.110.00

ET400

AUDIOVISUAL RCP


MONTE VISTAELEMENTARYREMODEL

11121 SOUTH 2700 WESTSOUTH JORDAN, UT 84095


SHEET KEYNOTESV1 COORDINATE EQUIPMENT RACK LOCATIONS ACCORDING TO CEILING PLAN FOR LIGHTING,

SUSPENDED CEILING TILE, ETC.

V2 HOMERUN INTERCOM CABLING TO NEAREST TELECOM ROOM FOR THIS AREA. TIE NEWINTERCOM LOUDSPEAKERS INTO EXISTING INTERCOM SYSTEM.

V6 LOCATE CALL SWITCH ADJACENT TO KEYPAD CONTROLLER.

V7 LOCATE INTERCOM LOUDSPEAKER IN CENTER OF ROOM. COORDINATE WITH CEILINGLIGHTING AND OTHER DEVICES PRIOR TO ROUGH-IN.

V8 SECURE APPLE TV DEVICE ABOVE PROJECTOR.

V11 CONNECT INTERCOM LOUDSPEAKERS TO EXISTING ZONE IN THIS AREA. CONTRACTOR ISRESPONSIBLE FOR COORDINATING WITH EXISTING INTERCOM SYSTEM PRIOR TO ROUGH-INFOR ANY ADDITIONAL EQUIPMENT REQUIRED FOR A COMPLETE WORKING SYSTEM.

SCALE = 1/8" = 1'-0"

AUDIOVISUAL RCP

1 2019-07-11 Addendum 1

IP MODULE

INTERCOM SERVER

CAMPUS CONTROLLER

SIP GATEWAY

VOIP INTERFACE

ADMIN CONSOLE

ADMIN CONSOLE

MIC MODULE

AUX MODULE

IP MODULE

IP MODULE

IP MODULE

V

MIC MODULE

DOOR CHIME MODULE

MASTER CLOCK

1

3

5

7

9

11

13

15

17

19

21

23

25

27

4

2

8

6

12

10

16

14

26

NETWORKSWITCH(ES)

20

18

24

22

28

25VAMPLIFIER 4CH1 1

2225V

3 3

44

25V

25V

IC1

IC1 IC1

IC1

IC1

IC1 IC1

IC1

IC1

CHD

CSA

MEDIA SWITCHER

CHD

CHD

APPLE TV

APPLE TV

CSA

MEDIA SWITCHER

CHD

APPLE TV

APPLE TV

P2

P2

SC1

V110

V401

V301

V302

TYPICAL CLASSROOM AV SYSTEM

NTS

DIAGRAM

INTERCOM SYSTEMDIAGRAM

NTS

CLASSROOM AV RISERDIAGRAM

NTS

COLLABORATION AV RISERDIAGRAM

NTS

V301

ET700

CSASSPEAKER

CAT6 TONETWORK

GENERAL DIAGRAM NOTES:

1. EXACT CLASSROOM LAYOUTS VARY. SEE PLANS FOR APPROXIMATE AV

EQUIPMENT LOCATIONS AND QUANTITY.

2. ALL SPECIFIED CONDUIT SHALL BE STUBBED UP INTO ACCESSIBLE CEILING SPACE,

UNLESS OTHERWISE NOTED. PROVIDE PLASTIC CONDUIT BUSHING AT THE END OF

CONDUIT.

3. ALL LOW VOLTAGE WIRE/CABLE FOR INTERCOM, AV EQUIPMENT, ETC. SHALL BE

PROPERLY SUPPORTED AT 5’-0” INTERVALS AND TO FOLLOW BUILDING

STRUCTURAL LINES. PULLING WIRE DIAGONALLY ACROSS ROOMS IS NOT

ALLOWED. USING CEILING SYSTEM OR LIGHT FIXTURE SUPPORT/SEISMIC WIRES

FOR SUPPORT IS NOT ALLOWED. AT SERVICE LOOPS MAINTAIN PROPER BEND

RADIUS ON ALL CABLE.

4. CABLES SHALL BE BUNDLED BASED ON DIFFERENT SIGNAL TYPES AND DRESSED

ACCORDINGLY TO ENSURE THAT CABLING IS TERMINATED, ORGANIZED, AND

INSTALLED IN A NEAT AND ORGANIZED WAY TO PROVIDE LONG-TERM QUALITY,

SERVICEABILITY, AND USABILITY.

DIAGRAM NOTES:

SPEAKER LOCATIONS SHOWN ON FLOOR PLAN ARE DIAGRAMMATIC.

CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH REFLECTED

CEILING PLAN AND LOCATE SPEAKERS PER MANUFACTURER'S DETAILED

CEILING SPEAKER COVERAGE MAP. INPUT EXACT ROOM DIMENSIONS

AND EDGE-TO-EDGE ISOBAR SPACING OF 9dB.

TEACHER PRIMARY LOCATION. PROVIDE TERMINATED CABLING AND

BLANK COVER PLAY CLEARLY MARKED AS TEACHER LOCATION.

TEACHER SECONDARY LOCATION, PROVIDE TERMINATED CABLING AND

BLANK COVER PLATE CLEARLY MARKED AS TEACHER LOCATION.

CONTROLLER SHALL BE WITHIN 1 FOOT FROM THE EDGE OF THE

WHITEBOARD.

COORDINATE EQUIPMENT RACK LOCATIONS ACCORDING TO CEILING

PLAN FOR LIGHTING, SUSPENDED CEILING TILE, ETC.

1

2

'R1'

C1C1

C1 C1

(1) STP3

3(1) S16

(1) STP

(1) UTP

44

1

(1) S16

2

AMPLIFIER 2CH1 1

2

25V

25V2

TYPICAL CLASSROOM


1. INTEGRATOR IS RESPONSIBLE TO ENSURE COMPLETE FUNCTIONALITY OF INTERCOM

SYSTEMS IN ALL OCCUPIED AREAS OF THE SCHOOL THROUGHOUT ALL ZONES OF

CONSTRUCTION. USING CEILING SYSTEM OR LIGHT FIXTURE SUPPORT/SEISMIC WIRES

FOR SUPPORT IS NOT ALLOWED. AT SERVICE LOOPS MAINTAIN PROPER BEND RADIUS

ON ALL CABLE.

2. PROVIDE (1) PAGING MODULE FOR EACH CORRIDOR THAT WILL REQUIRE A SEPARATE

ZONE. REFER TO DRAWINGS AND SPECIFICATIONS FOR ZONE DESIGNATION.

3. CONNECT NEW CLASSROOMS TO A 24-PORT GATWAY.

DIAGRAM NOTES:

IP MODULE LOCATED IN RECESSED EQUIPMENT RACK. REFER TO

DIAGRAM V110 ON THIS SHEET FOR CONNECTION REQUIREMENTS.

EXISTING INTERCOM EQUIPMENT TO REMAIN.

CONTRACTOR IS RESPONSIBLE FOR ENSURING THERE IS ENOUGH ROOM ON

AMPLIFIER ZONE FOR NEW ADDITIONAL INTERCOM LOUDSPEAKER. IF NOT

ENOUGH ROOM ON SINGLE ZONE THEN DIVIDE ZONE UP ACCORDINGLY.

TYPICALCOMMONZONE

1

IC4

IC4

IC1 IC1

1

1

DIAGRAM NOTES:

ADDITIONAL AMPLIFIER, MIXER, ALS TRANSMITTER

AND/OR RECORDER/STREAMER. REFER TO

SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL

EQUIPMENT REQUIRED.

SECONDARY TEACHER LOCATION.

PROVIDE AUDIO BREAKOUT CONVERTER FOR VOICE

ENHANCEMENT SYSTEM. CONNECT TO AUX INPUT 7

OR TO VOICELIFT INPUT. VOICELIFT INPUT IS THE

PREFERRED CONNECTION.

PROVIDE POE INJECTOR FOR KEYPAD OR PROVIDE

CABLING AND POWER SUPPLY FOR KEYPAD. POWER

SUPPLY/INJECTOR SHALL BE INSTALLED WITHIN

EQUIPMENT ENCLOSURE.

SURFACE MOUNTED DATA CONNECTION BY

HORIZONTAL CABLING INSTALLER. AV CONTRACTOR

IS RESPONSIBLE FOR SECURING DEVICE WITHIN THE

AV CEILING EQUIPMENT ENCLOSURE. COORDINATE

WITH HORIZONTAL CABLING INSTALLER FOR SIZE OF

DEVICE.

REFER TO DIAGRAM V120 FOR KEYPAD, WALL PLATE

INFORMATION AND CONTROL/LABELING

REQUIREMENTS.

TO NEAREST TR.

2

3

MEDIASWITCHER HDIC

AUX L

AUX R

AMP L

AMP R

1/2

3/4

AUX

L

R

VOICE AMPLIFICATION

IR

RS-232

LAN 1

INPUT 5

KEYPAD/CONTROLLER

COM 2

COM 1

RELAY 1

CONTACT

LAN (POE)

C1

C1

C1

C1

1

IR

4

2

3

LAN 2 LAN 4

4

HDMI 5

HDMI 6

LAN 3

IC4

DATA CONNECTION

NETWORK

NETWORK

NETWORK

5

7

6

6

6

5

6

7

Y

1

DIAGRAM NOTES:

ADDITIONAL AMPLIFIER, MIXER, ALS TRANSMITTER

AND/OR RECORDER/STREAMER. REFER TO

SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL

EQUIPMENT REQUIRED.

SECONDARY TEACHER LOCATION.

PROVIDE AUDIO BREAKOUT CONVERTER FOR VOICE

ENHANCEMENT SYSTEM. CONNECT TO AUX INPUT 7

OR TO VOICELIFT INPUT. VOICELIFT INPUT IS THE

PREFERRED CONNECTION.

PROVIDE POE INJECTOR FOR KEYPAD OR PROVIDE

CABLING AND POWER SUPPLY FOR KEYPAD. POWER

SUPPLY/INJECTOR SHALL BE INSTALLED WITHIN

EQUIPMENT ENCLOSURE.

SURFACE MOUNTED DATA CONNECTION BY

HORIZONTAL CABLING INSTALLER. AV CONTRACTOR

IS RESPONSIBLE FOR SECURING DEVICE WITHIN THE

AV CEILING EQUIPMENT ENCLOSURE. COORDINATE

WITH HORIZONTAL CABLING INSTALLER FOR SIZE OF

DEVICE.

REFER TO DIAGRAM V120 FOR KEYPAD, WALL PLATE

INFORMATION AND CONTROL/LABELING

REQUIREMENTS.

TO NEAREST TR.

2

3

MEDIASWITCHER HDIC

AUX L

AUX R

AMP L

AMP R

1/2

3/4

AUX

L

R

VOICE AMPLIFICATION

IR

RS-232

LAN 1

INPUT 5

KEYPAD/CONTROLLER

COM 2

COM 1

RELAY 1

CONTACT

LAN (POE)

1

IR

4

3

LAN 2 LAN 4

4

HDMI 5

HDMI 6

LAN 3

IC4

DATA CONNECTION

NETWORK

NETWORK

NETWORK

5

7

6

6

5

6

7

Y

5

5

MediaLink

CONTROLLER

(1) HD

(1) UTP

PROVIDE PROJECTOR SCREEN CONTROLS IN THE COLLABORATION AREA ONLY.6

C1

C1

C1

C1

IC4

2

3

2

2

3

(1) CT 6

P1

SC1

CH

D

KP

2

IP MODULE

IP MODULE

IP MODULE

IP MODULE

IP MODULE

IP MODULE

IP MODULE

KP3

KP3

KP3

KP3

P1

P1

HICKS

BRIAN

No. 7709037-2202

GIN

EER

ONA

OF

ESSI

R

UTAH

TE OF

STA

P

L EN

SALT LAKE ST.GEORGE





OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITECTS

06-24-2019

2015.110.00

ET700

AUDIOVISUAL DIAGRAMS





1

1

1

1

1

1 2019-07-11 Addendum 1

HD

OWNER LAN

V120

V201V044

CLASSROOM AV WALL PLATESDIAGRAM

NTS

TYPICAL CONFERENCE ROOM AVDIAGRAM

NTS

TEACHER STATION ROUGH-INDIAGRAM

NTS

MUTE

VOLUME

DISPLAY

ON OFF

CONTROLLER

TEACHERSTATION

TEACHERSTATION


1. ONLY 1 SOURCE CAN BE SELECTED AT A TIME.

2. IF BUTTON IS SETUP TO TOGGLE BETWEEN SOURCES. BUTTON SHALL REMEMBER

WHICH INPUT IT WAS SET TO LAST AND RECALL THAT INPUT WHEN PRESSED.

3. WHEN TOGGLE BUTTON IS PRESSED A SECOND TIME IT SHALL SWITCH INPUTS TO

THE SECOND INPUT.

4. WHEN SYSTEM POWERS DOWN REMEMBER WHICH INPUT WAS SELECTED AND

POWER UP WITH THAT INPUT ACTIVE.

5. WHEN SYSTEM POWERS UP, PROJECTOR SCREEN WILL LOWER AND PROJECTOR

WILL TURN ON. WHEN SYSTEM POWERS OFF, PROJECTOR SCREEN WILL RETRACT

AND PROJECTOR WILL POWER DOWN.

6. REFER TO SPECIFICATION 27 4100 FOR LABELING REQUIREMENTS.

DIAGRAM NOTES:

IN CLASSROOMS (INCLUDING MEDIA CENTER) "MUTE"

SHALL MUTE ALL AUDIO SOURCES. WHEN MUTE OR

VOLUME CONTROL IS ADJUSTED SYSTEM SHALL UN-MUTE

AUDIO.

BUTTON TOGGLES BETWEEN DEVICES . PROVIDE

DIFFERENT COLOR FEED BACK WITH WHICH INPUT IS

SELECTED. PROVIDE RED FOR HDMI 1 AND WHITE FOR

HDMI 2.

BUTTON TOGGLES BETWEEN DEVICES . PROVIDE

DIFFERENT COLOR FEED BACK WITH WHICH INPUT IS

SELECTED. PROVIDE RED FOR HDMI AND WHITE FOR VGA.

SYSTEMS WITH ADDITIONAL INPUTS SUCH AS DOCUMENT

CAMERAS SHALL TOGGLE BETWEEN APPLE TV AND

ADDITIONAL DEVICE.

ROOMS WITH A DOCUMENT CAMERA OR ANOTHER MEDIA

DEVICE SHALL HAVE A LABEL THAT CORRESPONDS WITH

THAT ADDITIONAL DEVICE.

1

2

3

4

HDMI IN

IR OUT

SG

AUDIO IN

WALL PLATE

HDMI IN

AUDIO IN

5

DOCUMENT

CAMERA

APPLE TV

FRONTTEACHER STATION

REARTEACHER STATION

(TYPICAL CLASSROOM)

MUTE

VOLUME

DISPLAY

ON OFF

CONTROLLER

(MEDIA CENTER)

1

5

4

2

2 HDMI 1

HDMI 2

APPLE TV

1

5

4

3

3

FLOOR BOX

DIAGRAM NOTES

DEVICES SHALL BE MOUNTED WITHIN FLOOR BOX. PROVIDE (1) 12' HDMI CABLE FOR

CONNECTION FROM FLOOR BOX TO OWNER PROVIDED FURNITURE.

PROVIDE (1) 1" CONDUIT FROM ACCESSORY BOX BEHIND DISPLAY TO ACCESSIBLE

CEILING.

SECURE ALL CABLING TO THE BOTTOM OF THE TABLE TOP, RUN CABLING IN THE

LEGS OF THE CONFERENCE ROOM TABLE SO THAT NO CABLES ARE SHOWN.

CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH TABLE MANUFACTURE

AND INSTALLER PRIOR TO ROUGH-IN.

(1) HD

AS NOTEDFLOOR BOX

TRANSITIONCHANNEL

HDMI 1

MINI D-SUB

COMPONENT

COMPOSITE

RCA - L

RCA - R

3.5 AUDIO

RS-232

RF

HDMI 2

OPTICAL

DISPLAY

A/O - R

A/O - L

HDMI 3

RCA - L

RCA - R

USB

NETWORK


1. ALL CLASSROOM DEVICES LOCATED AT THE TEACHER STATION SHALL BE IN (1)

STUD BAY. THE ADJACENT CLASSROOM SHALL BE IN THE OTHER STUD BAY.

PROVIDE PUTTY PADS ON ALL DEVICES IN (1) STUD BAY.

ACCESSIBLE CEILING

AV INPUTS.

PROJECTOR SCREEN

DATA RECEPTACLE

LOWVOLTAGELIGHT SWITCH

INTERCOM CALL SWITCH.

PROVIDE TELESCOPING RIGID

BOX SUPPORT (TSRBS1625)

3/4" C.

ADJACENT CLASSROOM'SSTUD BAY

STUD

1" C.

KP2

CHD

KP2

HD

DP#

2

1

3

3

2

1

HICKS

BRIAN

No. 7709037-2202

GIN

EER

ONA

OF

ESSI

R

UTAH

TE OF

STA

P

L EN

SALT LAKE ST.GEORGE





OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

375 WEST 200 SOUTH


801.521.8600

801.521.7913

P

F


GSBSARCHITECTS

06-24-2019

2015.110.00

ET701

AUDIOVISUAL DIAGRAMS





1

1 2019-07-11 Addendum 1