16906.00Avon Town Hall Bidder questions and responses 10

16906.00Avon Town Hall

Bidder questions and responses

10/30/2017

1. Please confirm location of fireplace as the south wall of 105. Electrical

is shown in this chase, but not gas or the fireplace itself. No fireplace

in project.

2. Reference Note 1 and General Note 4 on sheet A-101. Please confirm

that demountable partitions and associated casework, electrical, and

doors/hardware within demountable partitions are by others.

Confirmed.

3. Please clarify exterior wall finish at new vestibule walls. Sheet A-300

indicates WS_MET1 and WS_MAS1. Elevations appear to indicate

WS_MET1. Sheet A-300 shows both WS_MET1 and WS_MAS1 to

emphasize that there is a stone masonry veneer at the base of the

wall.

4. Unable to locate several spec sections: 03 3000, 05 1200, 05 4000, 06

1063, 06 1323, 06 1516. Please advise. All attached.

5. Spec section 26 2726 indicates that floor boxes are OFCI. However,

detail 3 on sheet E-500 indicates them to be CFCI; please clarify. If

they are CFCI, please provide a model #. All CFCI. Specification

section 26 2726 Appendix 1 will be updated to include model

numbers.

6. Unable to locate circuit designation for receptacles in room 204;

please advise. Circuit devices in Rm 204 to R2:29

7. Sheet E-101 indicates panel R1 to be installed in room 104 while

sheet E-201 indicates it to be installed in room 119; please clarify. R1

is to be installed facing out to corridor of Reception/Breakout Rm 105

as shown on sheet E-101. Please ignore location on Sheet E-

8. Spec section 26 5113 indicates that light fixtures are OFCI; please

confirm. All CFCI. Specification will be updated to reflect.

9. Reference General Architectural Note 14 on sheet G-001. Please

confirm that all raceways (including conduit stubs) are by owner as

well. Note is incorrect. All to be CFCI.

10. Please clarify column fireproofing scope. General note 1 on sheet

LS101 indicates that columns on all (3) levels are to be fireproofed,

whereas General note 5 on sheets A-101, A-102, and A-103 indicates

that only columns on Level 1 are to be fireproofed. Level 1 only.

11. Section 07 8100 indicates high density product values along with

standard density bond strengths. Is 15 pcf acceptable in lieu of 44

pcf? Yes.

12. Unable to locate approved fire alarm system manufacturer list. Please

indicate if Fike system is acceptable and see attached product data.

Acceptable.

13. Unable to locate a door at room 198; please advise. No door 198.

14. Please confirm that only doors indicated on floor plans which do not

include demountable partitions are by general contractor.

Confirmed.

15. Unable to locate door 102.2; please advise of location, door & frame

material. RE: E6/A-301 for location. New main entry door.

16. Unable to locate hardware set for doors or in specs; please advise.

Attached and on website.

17. Door 104 appears to be existing to remain; please confirm.

Confirmed.

18. Door and/or frame material is not indicated at several openings;

please advise. Revised Door hardware schedule attached and on

website.

19. Please clarify that door 140 should be wood rather than storefront.

Confirmed.

20. Door ST-2 is indicated as existing in door schedule. However, this is a

new opening cut in precast which penetrates a rated wall. Please

clarify. New door in precast. Rated 90 min. The location of this door

depends on the actual location of precast supports to be verified in

field.

21. Unable to determine ceiling type in room 119; please advise. ACT1

22. At room 198, is ceiling O.T.S. around ACT1? Gyp board border and

ACT1 in center.

23. Is there no microwave in Room 198? Room should be #115. No

Microwave.

24. Is there no refrigerator or dishwasher in Room 316? No.

25. In the spec’s there is a range and vent hood spec’d out I do not see

these on the plans. Is one required and if so where? No vent hood

needed in project.

26. Drawing E.101 shows Panel R-1 next to the elevator mechanical

room. Drawing E.201 shows Panel R-1 by the back door in the

corridor. I only have one R-1 panel on the one-line. What R-1 panel do

I use and what location? – See response to item #7

27. Specification section 26-5113 says the light fixtures are provided by

owner. Is the EC still supposed to get unit pricing on the fixtures? All

CFCI. Specification will be updated to reflect.

28. We haven’t seen any bid forms. Can you please include bid forms, bid

bond and insurance requirements with the next addendum? Owner

to provide.

29. What light fixture are going to be used in the council/community

space on sheet E-201. Is it Fixture L11 or L20 or both? L11 refers to

the Gimbal that can be mounted inside L7. There is no L20 fixture in

the design. Refer to submitted cutsheets for more information.

30. Please conform there are no Tele- data/ A/V/ Security drawings. Is

there going to be any of those for this job? Or are you subbing them

out? Owner will provide as design/build with K2 audio.

31. On Drawing E-101 shows two floor boxes. On Drawing E-500 detail 3

shows poke throughs. Is there a sub-basement and do you have a

part # for floor boxes on first level? – Specification are being updated

to show a schedule with recommended part # for floor boxes. Floor

boxes on Level 1 will need to cast in places. Poke through boxed can

be used for all other levels.

32. Drawing E-102 there is no circuit for the receptacles in the huddle

room 204. What circuit is it? – See response to Item #6 above

33. On Drawing E-100 it states to run ¾” conduit for data for the car

charger. Please indicate where the MDF room is? Will, please confirm

location of MDF with Technology Design. Is IDF room on Level 3 the

only data room in building? ¾” Conduit is needed to provide data

connection to car chargers.

34. The existing veneer is 5". E3 A301 shows 2" and B6 shows 4". Can

these be adjusted to 5" veneer? Along with the structural sizing of the

columns. Using full depth veneer at all locations will help facilitate a

good veneer match. Yes, veneer can be adjusted to be 5”.

35. The drawings do not show how much existing veneer will be removed

at the tie ins. What should be assume? This will need to be

coordinated in the field as there may be unforeseen conditions that

need to be considered. Coordinate in field with architect.

36. Regarding Fire Alarm System: Are we to design according to the

plans? Or are we to design according to the specifications. Is this

Voice Evacuation? Do we supply speaker strobes or horn strobes?

What type of wiring? Class "A" or Class "B". The specification calls for

voice evacuation and class “A” wiring, the drawings indicate

horn/strobes can you see if we can get clarification for how they want

us to actually bid this? Bid as Class A wiring. Contractor shall bid as

design build and shall assume all responsibilities for obtaining a fire

alarm permit. Design drawings are provided for intent only.

37. Drawing E-101 general not #11 stats provide (1) dedicated 120V 20A

circuit for each JBT and (3) dedicated 120V 20A circuits for each JBE.

None of the JBT or JBE show on the drawing. Please indicate where

they are? This note covers the broadcast/camera power cable

connections. Typically the A/V designer will show these locations in

their drawings. These JBTs are a recessed junction box with (2) or (3)

dedicated Quad Receptacles and a Data connection. We will show

power in these locations for now, since A/V is going Design Build.

38. On Specification 2624152.2.1 Specification 2.3, Do we need this

sophisticated equipment on what looks to be a standard power

distribution system? Likely no, system can be VE’d to disculde.

39. Are the prequals due at the same time of the bid or before? We are

not doing pre-qualifications.

40. You mention liquidated damages. What are the terms? There are

none per the Owner.

41. When do you intend to award the project? Is there a desired

completion date? November 16th.

42. What is the status of building permit? Currently being reviewed but

will send full set to Willey once pricing is complete and any Deducts

are taken.

43. There were a couple items that were missed in the RTU schedule. The

three RTUs are to include variable speed compressors and the IEER

efficiencies shall be at least 19.6, 18.9, and 19.7 for RTU-4.01, 4.02,

and 4.03, respectively. – Nick Theimer (ME Engineers)

44. Is a Bid Bond Required? Yes

45. Has a building permit been issued? Building permit will be issued

concurrently with Notice of Award

46. Is the Project tax exempt? Yes

47. Will permit fees be waived? Town of Avon fees will be waived

48. Where is the Town website located? www.avon.org, Project updates

appear under the Bid and Contract Opportunities tab at lower left

corner of website page

49. Will the pre bid meeting attendees list be issued? Yes, the attendees

list will be posted on the Town of Avon website

50. What is the anticipated construction schedule? The Town anticipates

construction starting in early January and lasting approximately 6

months. A contractor construction schedule submittal is required

prior to starting work

51. Are there allowances for local contractors and subs? No

52. Can contractors and subs visit the building? Yes, a tour of the

building will be conducted after this meeting. Please contact Jim

Horsley at 970-390-9435 for access to the building prior to bid

opening

Town of Avon Avon Town Hall Avon, Colorado Project #: DPA 16906.00

CONSTRUCTION DOCUMENTS 10/12/2017

WIRING DEVICES 26 2726 - 1

SECTION 26 2726 - WIRING DEVICES 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 this Section.

B. Requirements of the following Division 26 Sections apply to this section.

1.2 SUMMARY

A. This Section includes the following: 1. Receptacles 2. Ground Fault Circuit Interrupter Receptacles 3. Plugs 4. Plug Connectors 5. Snap Switches 6. Wall Plates 7. Floor Boxes

B. Related Sections: The following sections contain requirements that relate to this

section: 1. Division 26 Section “Motor Disconnects and Fuses” for devices other than snap

switches and plug/receptacle sets used as disconnects for motors.

1.3 SUBMITTALS

A. Product data for each type of product specified.

B. Shop Drawings / Architectural Coordination Requirements:

1. Floor box locations and types indicated on drawings are schematic in nature and are not dimensioned locations. Contractor shall submit shop drawings and product data for final review and comment by the Architect, Owner, and Engineer, to ensure desired aesthetics are achieved.

2. Shop drawings shall include the following detailed information: a. Placement: Dimensioned floor box placement shown on floor plan with

current furniture layer shown. b. Conduit: Show all conduit size and routing with labels for power, data, AV,

etc. c. Covers: Specific labels or notes to indicate where different cover types and

finish are to be used, if applicable.




C. Occupancy Sensors 1. Submit a lighting plan clearly marked by manufacturer identifying product type,

locations, orientation and coverage for each sensor. 2. Submit any interconnection diagrams per major subsystems showing proper

wiring. 1.4 QUALITY ASSURANCE

A. Regulatory Requirements: Comply with provisions of the following codes.

1. NFPA 70 “National Electrical Code.”

B. UL and NEMA Compliance: Provide wiring devices which are listed and labeled by UL,

Federal Specification and comply with applicable UL and NEMA standards.

1.5 SEQUENCE AND SCHEDULING

A. Schedule installation of finish plates after the surface upon which they are installed has received final finish.

PART 2 - PRODUCTS 2.1 WIRING DEVICES

A. General: Provide wiring devices, in types, characteristics, grades, colors, and electrical

ratings for applications indicated which are UL listed and which comply with NEMA WD 1 and other applicable UL and NEMA standards.

B. Color of Devices: Color of all devices shall be coordinated with the Architect, except special purpose devices shall be black, emergency power system devices which shall be red, corrosion-resistant devices which shall be yellow, or isolated ground devices which shall be orange.

C. Receptacles: As scheduled in Table 1 in Part 3 indicated herein. Comply with UL 498 and NEMA WD 1 and WD 6.

D. Receptacles, Industrial Heavy Duty: Provide pin and sleeve design receptacles conforming to UL 498. Comply with UL 1010 where installed in hazardous locations. Provide features indicated.

E. Ground-Fault Circuit Interrupter (GFCI) Receptacles: As scheduled in Table 1 in Part 3 indicated herein: Provide “terminal” or feed-through type ground-fault circuit interrupter, as indicated on drawings, with integral heavy-duty NEMA 5-20R duplex receptacles. Provide unit designed for installation in a 2-3/4-inch deep outlet box without adapter, grounding type, Class A, Group 1 per UL Standard 943.

F. Snap Switches: As scheduled in Table 2 in Part 3 indicated herein.




G. All exterior weatherproof receptacles located on the roof shall be GFCI type or GFCI protected and have cast metallic “in use” covers.

H. All devices shall be premium specification grade.

2.2 WIRING DEVICE ACCESSORIES

A. Wall Plates: Single and combination, of types, sizes, and with ganging and cutouts as indicated. Provide metal screws for securing plates to devices with screw heads colored to match finish of plates. Provide plates possessing the following additional construction features: 1. Material and Finish: 0.04 inch thick, type 302 satin finished stainless steel. Plate

shall be Hubbell “S” Series or approved equal.

B. For all devices installed which are exposed to the weather, moisture or where indicated on the drawings, device plates shall be weatherproof. Device cover plates shall be cast metallic in-use type with gasketing to prevent entrance of moisture when closed.

2.3 FLOOR BOXES

A. Floor boxes shall be Owner provided, contractor installed. Refer to drawings for quantity and location.

PART 3 - EXECUTION 3.1 INSTALLATION OF WIRING DEVICES AND ACCESSORIES

A. Install wiring devices and accessories as indicated, in accordance with manufacturer’s

written instructions, applicable requirements of NEC and in accordance with recognized industry practices to fulfill project requirements.

B. Coordinate with other work, including painting, electrical boxes and wiring installations,

as necessary to interface installation of wiring devices with other work.

C. The mounting height of devices is indicated in the legend on the drawings. Where finished walls are exposed concrete block, brick or tile, the height shall be adjusted to allow outlet box for device to be mounted at a joint.

D. Receptacles above countertops shall be installed with major axis horizontal above the

backsplash.

E. Install GFCI receptacles in all areas as required per NEC 210.8, including but not limited to bathrooms, kitchens, rooftops, outdoors, within 6 feet of a sink and locker rooms.

F. Mount all devices within outlet boxes to allow device plates to be in contact with wall on all sides. Align devices with major axis of device parallel to adjacent predominant building feature, i.e., door frames or countertops.




G. Install wall switches on the strike side of doors. H. Install wiring devices only in electrical boxes which are clean; free from building

materials, dirt, and debris.

I. Provide a current carrying conductor, neutral, equipment grounding conductor and an insulated grounding conductor to each isolated ground “IG” receptacle.

J. Install galvanized steel wall plates in unfinished spaces.

K. Install wiring devices after wiring work is completed.

L. Install wall plates after painting work is completed.

M. Tighten connectors and terminals, including screws and bolts, in accordance with equipment manufacturer’s published torque tightening values for wiring devices. Where manufacturer’s torque requirements are not indicated, tighten connectors and terminal to comply with tightening torque requirements specified in UL Standard 486A. Use properly scaled torque indicating hand tool.

N. Provide hardwire connection to all modular furniture system power entry cables.

3.2 PROTECTION

A. Protect installed components from damage. Replace damaged items prior to final

acceptance.

3.3 FIELD QUALITY CONTROL

A. Testing: Prior to energizing circuits, test wiring for electrical continuity, and for short-circuits. Ensure proper polarity of connections is maintained. Subsequent to energizing test wiring devices and demonstrating compliance with requirements, operate each operable device at least six times.

B. Test ground fault interrupter operation with both local and remote fault simulations in accordance with manufacturer recommendations.

C. TABLE 1

RECEPTACLES

Designation (1)

Current Rating Amps

Voltage Rating

Single/ Duplex

NEMA Config.

Hubbell Catalog #(3)

Notes

- 20 125 Duplex 5-20R HBL5362 -

- 20 125 Single 5-20R HBL5361 -

WP 20 125 Duplex 5-20R GFR5362/ WP826 (4)

In Use Weather- proof




Designation (1)

Current Rating Amps

Voltage Rating

Single/ Duplex

NEMA Config.

Hubbell Catalog #(3)

Notes

GFI 20 125 Duplex 5-20R GFR5362 Integral GFI (2)

NOTES 1. Letter designations are used where symbols alone do not clearly designate on

plans locations where specific receptacle types are used. 2. Protecting downstream receptacles on same circuit is not acceptable. 3. Refer to Section 26 05 05 for additional acceptable manufacturers. Color of

device shall be verified with Architect (ivory, gray, white, etc.). All emergency receptacles shall be red.

4. Where required per NEC or local code, provide ‘RW57900’ in-use water-proof cover for two-gang devices.

D. TABLE 2 SNAP SWITCHES/WALL DIMMERS

Designation (1)

Typical Application

Load Rating

Voltage Rating (AC)

Poles Hubbell Catalog #(4)

Notes

S Control Lights 20A 120/277 1 HBL1221 -

NOTES 1. For snap switches, designation is the same as the symbol used on plans for the

device. Type of switch is determined from plan context including type of device or circuit being controlled.

2. Refer to Section 26 05 05 for additional acceptable manufacturers. Color of device shall be verified with Architect (ivory, gray, white, etc.).

END OF SECTION 26 2726




APPENDIX 1 - FLOOR BOX EQUIPMENT SCHEDULE NOTES: 1. This specification is intended to be performance based, thus all products listed in the table

below are benchmark products. Contractor may propose alternate manufacturers and/or models, but alternates are subject to approval by the Owner, Engineer, and/or Architect.

2. Contractor shall provide complete solution including all necessary components for installation of power and low-voltage systems. Refer to power and low-voltage drawings and/or drawing details and manufacturer recommendations for additional information.

Table 3.1 - Poke-Thru Floor Boxes

Item Part Name/Description Manufacturer Part Numbers

1 6-inch Poke-Thru Device Legrand / Wiremold 6ATCFFxx, 6ATCPxx, 6ATPxx, 6PPS

2 6-inch Poke-Thru Center Mount Device Plates

Legrand / Wiremold 6B (blank), 6ACT8A (data)

3 8-inch Poke-Thru Device Legrand / Wiremold 8ATCPxx, 8ATPxx, 8PPS

4 8-inch Poke-Thru Center Mount Device Plates

Legrand / Wiremold 8B (blank), 8ACT8A (data)

Table 3.2 - Cast-in-Place Furniture Feed Floor Boxes


1 Cast-in-place Furniture Feed Floor Box (Power / Low Voltage)

Legrand / Wiremold EFBFF-OG

2 Furniture Feed Floor Box Cover Legrand / Wiremold FPFFTCxx

3 Furniture Feed Floor Box Accessories (Divider, etc.)

Legrand / Wiremold EFBFF-DIV

Table 3.3 - Cast-in-Place Floor Boxes


1 Cast-in-place Floor Box (Power / Low Voltage)

Legrand / Wiremold RFB Series-OG (RFB4)

2 Floor Box Cover Legrand / Wiremold FPBTCxx, FPCTCxx

3 Floor Box Accessories (Low-Voltage mounting plates, Divider, etc.)

Legrand / Wiremold Submit for approval (Refer to drawing

details)

Table 3.4 - AV Cast-in-Place Floor Boxes


1 AV Cast-in-place Floor Box (Power / Low Voltage)

Legrand / Wiremold EFB6S-OG

2 AV Floor Box Cover Legrand / Wiremold EFB610BTxx, EFB610CTCxx

3 AV Floor Box Accessories (Low-Voltage mounting plates, Divider, etc.)

Legrand / Wiremold Submit for approval (Refer to drawing details)




Table 3.5 - Floor Boxes for Raised Floors


1 Recessed Floor Box for Raised Floors (Power / Low Voltage)

Legrand / Wiremold CRFB Series

2 Floor Box Cover (Raised Floors) Legrand / Wiremold 8CTCxx, 8CTxx

3 Floor Box Accessories (Low-Voltage mounting plates, Divider, etc.)

Legrand / Wiremold Submit for approval (Refer to drawing

details)



LIGHTING FIXTURES 26 5113 - 1

SECTION 26 5113 - LIGHTING FIXTURES 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 Basic Electrical Materials and Methods sections apply to work specified in this section.

C. Refer to Appendix “A” for Light Fixture Cutsheets

1.2 SUMMARY

A. All light fixtures will be furnished and installed by contractor.

B. Extent, Relative location, and details of lighting fixture work are indicated on drawings and in schedules. Refer to Architectural Reflected Ceiling Plans for precise fixture locations.

C. Types of lighting fixtures in this section include the following: 1. Fluorescent. 2. Light Emitting Diode, LED 3. Other lamps as noted on fixture schedule.

D. Fixture: A complete lighting unit Includes lamps, wiring, controls and parts required to

securely support fixture.

E. Exact ceiling construction shall be verified and coordinated with fixture type. 1. All materials, accessories, and any other equipment necessary for the complete

and proper installation of all lighting fixtures included in this Specification shall be furnished by the Contractor.

2. Specifications and scale drawings are intended to convey the salient features, function and character of the fixtures only, and do not undertake to illustrate or set forth every item or detail necessary of the work.

F. Where a catalog number and a narrative or pictorial description is provided, the written description shall take precedence and prevail.

G. General Contractor shall provide electrical subcontractor with entire lighting

specification (including fixture cut sheets, illustrations and sketches) for review and installation per manufacturer’s requirements.




1.3 QUALITY ASSURANCE

A. Installer’s Qualifications: Firms with at least 5 years of successful installation experience on projects with lighting fixture work similar to that required for this project.

B. Codes and Standards: 1. Electrical Code Compliance: Comply with applicable local code requirements of

the authority having jurisdiction and NEC Articles 220, 225, 250, 410, and 500 as applicable to installation and construction of building lighting fixtures.

2. NEMA Compliance: Comply with applicable requirements of NEMA Stds Pub/No’s LE 1 and LE 2 pertaining to lighting equipment.

3. IES Compliance: Comply with IES RP-1 pertaining to office lighting practices and RP-15, regarding selection of illuminance values for interior office lighting. Comply with IES RP-8, 19, 20, and PB-15 pertaining to exterior, parking, and roadway lighting practices and fixtures.

4. UL Compliance: Comply with UL standards, including UL 486A and 486B, pertaining to lighting fixtures. Provide lighting fixtures and components which are UL-listed or ETL listed and labeled.

5. CBM Labels: Provide fluorescent lamp ballasts which comply with Certified Ballast Manufacturer’s Association standards and carry the CBM label.

6. American National Standards Institute (ANSI) a. ANSI C82.11 – Performance requirement for high frequency ballasts b. ANSI/IES RP-16-10 – Nomenclature and definitions for illuminating

engineering c. ANSIE1.20 - Remote Device Management Over DMX512 Networks d. ANSI C62.41 – Recommended practice in low power circuits

7. International Electrotechnical Commission (IEC).

a. IEC 61347-1 – General and safety requirements for lamp control gear b. IEC 61347-2-13 – Particular requirements for electronic control gear for

LED modules c. IEC 62384 - DC or AC supplied electronic control gear for LED modules –

performance requirements d. IEC 61000-3-2 - Harmonic current emissions e. IEC 61547 - EMC immunity requirements f. IEC 62386-101/102/207 – Digital addressable lighting interface (DALI)

8. European Mark for electrotechnical products (ENEC)

a. EN55015 – Radio disturbances <30 Mhz b. EN55022 – Performance requirement for EMC, Information technology

and Telecommunications equip. c. EN60929/IEC60929 – Performance requirement for AC supplied electronic

equipment

9. Federal Communications Commission (FCC) rules – Part 15 Class B: Radio Frequency Devices. a. Commercial rated




10. Entertainment Services and Technology Association a. ESTA E1.3 - Entertainment Technology - Lighting Control System - 0 to

10V Analog Control Protocol

C. Materials and Equipment: 1. Materials, equipment, and appurtenances as well as workmanship provided

under this Section shall conform to the highest commercial standards, and as specified and as indicated on drawings. Fixture parts and components not specifically identified or indicated shall be made of materials most appropriate to their use or function and as such resistant to corrosion and thermal and mechanical stresses encountered in the normal application and function of the fixtures.

2. All fixtures shall be manufactured to a consistent level of quality. Size, color, and component parts shall be identical for all fixtures of the same type.

D. Manufacturer: Minimum 5 years experience in manufacture of dimmable electronic lighting drivers.

E. Recognized by UL for use in the US and Canada. Provide evidence of compliance

upon request.

1.4 DELIVERY, STORAGE, HANDLING, AND WARRANTY

A. Lighting fixtures will be delivered to electrical contractor in factory-fabricated containers or wrappings, which properly protect fixtures from damage.

B. Electrical contractor shall store lighting fixtures in original packaging. Store inside well-ventilated area protected from weather, moisture, soiling, extreme temperature, humidity, laid flat and blocking off ground.

C. Handle lighting fixtures carefully to prevent damage, breaking, and scoring of finishes. Do not install damaged units or components. Notify Architect and Owner of all damaged fixtures.

D. Provide a 1-year warranty of all items associated with lighting fixture installation.

1.5 SEQUENCING AND SCHEDULING

A. Coordinate with other work including wires/cables, electrical boxes and fittings, and raceways to properly interface installation of lighting fixtures with ceiling requirements.

B. Sequence lighting installation with other work to minimize possibility of damage and soiling during remainder of construction.

PART 2 - PRODUCTS – Not Used




PART 3 - EXECUTION 3.1 EXAMINATION

A. Examine areas and conditions under which lighting fixtures are to be installed, and

associated substrate for supporting lighting fixtures. Notify Contractor in writing of conditions detrimental to proper completion of the work. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to installer.

3.2 INSTALLATION OF LIGHTING FIXTURES

A. Contractor to coordinate exact quantities and critical dimension with field conditions. B. Contractor to verify and coordinate that appropriate framing, support structures,

mounting brackets, and other required structural connections are provided by the General Contractor or other trades to insure a timely, correct and neat installation of all luminaries.

C. Contractor to coordinate and provide any associated mounting hardware, conduit connections, or associated appurtenances to effectively install the luminaries. Provide each light fixture with complete installation instructions. All light fixtures to be installed in strict conformance with manufacturer’s recommendations and instructions.

D. Install lighting fixtures in accordance with fixture manufacturer’s written instructions, applicable requirements of NEC, NECA’s “Standard of Installation,” NEMA standards, and with recognized industry practices to ensure that lighting fixtures fulfill requirements.

E. Exact locations of all lighting fixtures including mounting heights and plan dimensions are as per the Architectural Drawings. Any ambiguities or conflicts in this dimensional information to be identified to the Architect prior to installation.

F. Provide fixtures and/or fixture outlet boxes with hangers to properly support fixture weight. Submit design of hangers, method of fastening, other than specified herein, for review by Architect.

G. Install flush mounted fixtures properly to eliminate light leakage between fixture frame and finished surface.

H. Provide plaster frames for recessed fixtures installed in other than suspended grid type acoustical ceiling systems. Brace frames temporarily to prevent distortion during handling.

I. Fasten fixtures securely to structural supports, and ensure that pendant fixtures are plumb and level.

J. Tighten connectors and terminals, including screws and bolts, in accordance with

equipment manufacturer’s published torque tightening values for equipment connectors. Where manufacturer’s torquing requirements are not indicated, tighten




connectors and terminals to comply with tightening torques specified on UL Stds. 486A and 486B and the National Electrical Code.

K. Support pendant mounted fixtures greater than an overall 2 feet in length at a point in

addition to the outlet box fixtures stud with an appropriate safety cable. Certain decorative pendant fixtures may not require a safety cable, verify with Architect, Engineer or Lighting Designer.

L. Fasten electrical lighting fixtures and brackets securely to indicate structural supports,

including poles/standards, and ensure that installed fixtures are plum and level.

M. Rigidly align all continuous rows of fixtures for true in-line appearance.

N. Do not install exposed fixtures, reflectors or trims until all plastering and painting that may mar fixture finish is completed. Replace blemished, dented, damaged or unsatisfactory fixtures as directed.

O. Support all fixtures independent of ductwork or piping.

P. Provide new lamps in all relocated fluorescent fixtures.


A. Replace defective and burned out lamps for 3 months following the Date of Substantial

Completion.

3.4 AIMING AND ADJUSTMENT

A. All adjustable lighting units shall be aimed, focused, locked, etc., by the Contractor

under observation of the Architect, Engineer and/or Lighting Designer. It is the responsibility of the Contractor that all fixtures scheduled for aiming shall be operational prior to the aim work session. All aiming and adjusting shall be carried out after the entire installation is complete. All ladders, scaffolds, etc., required shall be furnished by the Contractor. As aiming and adjusting is completed, locking setscrews and bolts and nuts shall be tightened securely. The aiming and adjustment of luminaires must take place after the projects amenities have been completely installed. These amenities shall include but are not limited to plantings, furniture, artwork, graphics and signage.

B. Where possible, units shall be focused during the normal working day. However, where daylight interferes with seeing, aiming shall be accomplished at night.

3.5 CLEANUP

A. Clean lighting fixtures of dirt and construction debris upon completion of installation. Clean fingerprints and smudges from lenses. Two weeks prior to substantial completion, re-clean all fixtures for dust, fingerprints, and smudges from all visible parts of the fixture.

B. Protect installed fixtures from damage during remainder of construction period.




C. At the time of final acceptance by the Owner, all lighting fixtures shall have been thoroughly cleaned with materials and methods recommended by the manufacturers, all broken parts shall have been replaced, and al lamps shall be operative.

3.6 GROUNDING

A. Provide equipment grounding connections for lighting fixtures as indicating. Tighten connections to comply with tightening torques specified in UL STD 486A to assure permanent and effective grounds.

3.7 DEMONSTRATION

A. Upon completion of installation of lighting fixtures, and after building circuitry has been energized, apply electrical energy to demonstrate capability and compliance with requirements. Where possible, correct malfunctioning units at site, then retest to demonstrate compliance; otherwise, remove and replace with new units, and proceed with retesting.


Town of AvonAvon Town HallAvon, ColoradoProject #: DPA 16906.00

Construction Documents10/12/2017

CAST-IN-PLACE CONCRETE 03 30 00 - 1

SECTION 03 3000 - CAST-IN-PLACE CONCRETE

PART 1 - GENERAL


A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes cast-in-place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes, for the following:

1. Footings.2. Foundation walls.3. Slabs-on-grade.

1.3 DEFINITIONS

A. 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.

1.4 ACTION SUBMITTALS

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

B. LEED Submittals:

1. Product Data for Credit MR 4: For products having recycled content, documentation indicating percentages by weight of postconsumer and preconsumer recycled content. Include statement indicating cost for each product having recycled content.

2. Product Data for Credit IEQ 4.3: For liquid floor treatments and curing and sealing compounds, documentation including printed statement of VOC content.

3. Design Mixtures for Credit ID 1.1: For each concrete mixture containing fly ash as a replacement for portland cement or other portland cement replacements, and for equivalent concrete mixtures that do not contain portland cement replacements.

C. 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.




2. Submit substantiating data for each concrete mix design contemplated for use to the Architect no less than four weeks prior to first concrete placement. Data for each mix shall include the following:

a. Mix identification number (unique for each mix submitted).b. Statement of intended mix use. c. Mixture proportions. d. Water/cementitious materials ratio.e. Wet and dry unit weight. f. Total air content. g. Design slump and allowable range after additions of all admixtures. h. Compressive strength tests.

3. Shrinkage testing per ASTM C 157.

D. Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication, bending, and placement. Include bar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing, and supports for concrete reinforcement.

1. Show all reinforcing, top and bottom profile of concrete element, supports below, including beams, columns and walls, grade beams, concrete walls, joists, etc. framing into element.

2. Provide one continuous elevation at 1/4" (1:48) scale for all beams, joists or walls in a continuous line. Show pockets and openings in shear walls, structural slabs, beams, elevations of top of beams, walls, columns, sections through beams, pilasters, columns, and placing sequence of reinforcing for items with more than one reinforcing layer.

3. Show locations of approved construction joints, locations of pour strips, splices of reinforcing, type of splice used and splice location. Identify all ASTM A706 and epoxy coated reinforcing locations.

E. Construction Joint Layout: Indicate proposed construction joints required to construct the structure.

1. Location of construction joints is subject to approval of Architect.

F. Void Forms: Provide manufacturer’s data on factory made void pieces. Submit evidence void is of proper size and shape after concrete placement. Submit evidence of void form material degradation as specified herein.

1.5 INFORMATIONAL SUBMITTALS

A. Material Certificates: For each of the following, signed by manufacturers:

1. Cementitious materials.2. Admixtures.3. Form materials and form-release agents.4. Steel reinforcement and accessories.5. Fiber reinforcement.6. Waterstops.7. Curing compounds.8. Bonding agents.




9. Vapor retarders.10. Repair materials.

B. Material Test Reports: For the following, from a qualified testing agency, indicating compliance with requirements:

1. Aggregates: Submit test reports indicating that aggregates are not potentially reactive based on the ASTM C295 or ASTM 1260 testing limits set forth in section 5.1 of “Guide Specification for Concrete Subject to Alkali-Silica Reactions” (2007 Portland Cement Association). Alternatively, submit ASTM C1567 test reports indicating that the combination of mix ingredients reduces the expansion due to Alkali aggregate reactivity such that the mix complies with section 5.2 of “Guide Specification for Concrete Subject to Alkali-Silica Reactions” (2007 Portland Cement Association). All tests for submitted reports shall have been performed within one year of the submittal date.

C. Minutes of preinstallation conference.

D. Placement Notification: Submit notification to Architect at least 24 hours in advance of placement.

E. Certification of chloride screen effectiveness for penetrating sealers.

F. Proposed location of saw cut joints not indicated on Drawings.

G. Curing compound data demonstrating specified moisture loss performance.

H. Evaporative retarder product and application data.


A. Installer Qualifications: A qualified installer who employs on Project personnel qualified as ACI-certified Flatwork Technician and Finisher and a supervisor who is an ACI-certified Concrete Flatwork Technician.

B. 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.

C. Testing Agency Qualifications: An independent agency, acceptable to authorities having jurisdiction, qualified according to ASTM C 1077 and ASTM E 329 for testing indicated.

1. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing Technician, Grade 1, according to ACI CP-1 or an equivalent certification program.

2. Personnel performing laboratory tests shall be 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.

3. Personnel inspecting concrete reinforcing steel have current certification as an ACI Concrete Construction Inspector or have experience in concrete construction acceptable to the Architect.




D. Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, obtain aggregate from single source, and obtain admixtures from single source from single manufacturer.

E. Welding Qualifications: Qualify procedures and personnel according to AWS D1.4/D 1.4M, "Structural Welding Code - Reinforcing Steel."

F. Formwork: Contractor shall be responsible for design and engineering of formwork. Design of formwork and preparation of formwork drawings shall be performed under supervision of a qualified engineer registered in the state of the project.

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

1. ACI 301, "Specifications for Structural Concrete," Sections 1 through 52. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."

H. Preinstallation Conference: Conduct conference at Project site [<Insert location>].

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 concrete to attend, including the following:

a. Contractor's superintendent.b. Ready-mix concrete manufacturer.c. Concrete subcontractor.d. Special concrete finish subcontractor.e. Owner’s Testing/Inspection Agency.

2. Review as applicable to Project special inspection and testing and inspecting agency procedures for field quality control, concrete finishes and finishing, cold- and hot-weather concreting procedures, curing procedures, construction contraction and isolation joints, and joint-filler strips, semirigid joint fillers, forms and form removal limitations, shoring and reshoring procedures, vapor-retarder installation, anchor rod and anchorage device installation tolerances, steel reinforcement installation, floor and slab flatness and levelness measurement, concrete repair procedures, and concrete protection.

3. Minutes of the meeting shall be recorded by Contractor and distributed to all parties within five days. Provide one copy to Owner’s representative and Architect.

I. Record of Work: Maintain a record listing time and date of all structural concrete placement. Such record shall be kept until completion of Project and shall be available to Architect for examination at any time.

J. Pre-Placement Inspection: Formwork installation, reinforcing steel placement and installation of all items to be embedded or cast into concrete shall be verified by Contractor prior to placement.




1.7 DELIVERY, STORAGE, AND HANDLING

A. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and damage. Avoid damaging coatings on steel reinforcement if present.

B. Waterstops: Store waterstops under cover to protect from moisture, sunlight, dirt, oil, and other contaminants.

PART 2 - PRODUCTS

2.1 FORM-FACING MATERIALS

A. Smooth-Formed Finished Concrete: Form-facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.

1. Plywood, metal, or other approved panel materials.2. Exterior-grade plywood panels, suitable for concrete forms, complying with

DOC PS 1, and as follows:

a. High-density overlay, Class 1 or better.b. Medium-density overlay, Class 1 or better; mill-release agent treated and

edge sealed.c. Structural 1, B-B or better; mill oiled and edge sealed.d. B-B (Concrete Form), Class 1 or better; mill oiled and edge sealed.

B. Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit.

C. Forms for Cylindrical Columns, Pedestals, and Supports: Metal, glass-fiber-reinforced plastic, paper, or fiber tubes that will produce surfaces with gradual or abrupt irregularities not exceeding specified formwork surface class. Provide units with sufficient wall thickness to resist plastic concrete loads without detrimental deformation.

D. Pan-Type Forms: Glass-fiber-reinforced plastic or formed steel, stiffened to resist plastic concrete loads without detrimental deformation.

E. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch, minimum.

F. Rustication Strips: Wood, metal, PVC, or rubber strips, kerfed for ease of form removal.

G. Form-Release Agent: Commercially formulated form-release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces.

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

H. Form Ties: Factory-fabricated, removable or snap-off metal or glass-fiber-reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal.




1. Furnish units that will leave no corrodible metal closer than 1 1/2" inch to the plane of exposed concrete surface.

2. Furnish ties that, when removed, will leave holes no larger than 1 inch in diameter in concrete surface.

3. Furnish ties with integral water-barrier plates to walls indicated to receive damp proofing or waterproofing.

2.2 STEEL REINFORCEMENT

A. Recycled Content of Steel Products: Postconsumer recycled content plus one-half of preconsumer recycled content not less than 60 percent.

B. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed.

C. Low-Alloy-Steel Reinforcing Bars: ASTM A 706/A 706M, deformed, where welding of reinforcement or field bending is noted on Drawings.

D. Plain-Steel Wire: ASTM A 82/A 82M, as drawn.

E. Plain-Steel Welded Wire Reinforcement: ASTM A 185/A 185M, plain, fabricated from as-drawn steel wire into flat sheets.

F. Epoxy-Coated Welded Wire Reinforcement: ASTM A 884/A 884M, Class A coated, Type 1, plain steel.

2.3 REINFORCEMENT ACCESSORIES

A. Joint Dowel Bars: ASTM A 615/A 615M, Grade 60, plain-steel bars, cut true to length with ends square and free of burrs.

B. Epoxy-Coated Joint Dowel Bars: ASTM A 615/A 615M, Grade 60, plain-steel bars, ASTM A 775/A 775M epoxy coated.

C. Epoxy Repair Coating: Liquid, two-part, epoxy repair coating; compatible with epoxy coating on reinforcement and complying with ASTM A 775/A 775M.

D. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows:

1. For concrete surfaces exposed to view where legs of wire bar supports contact forms, use CRSI Class 1 plastic-protected steel wire or CRSI Class 2 stainless-steel bar supports.

2. For epoxy-coated reinforcement, use epoxy-coated or other dielectric-polymer-coated wire bar supports.

E. Mechanical Connectors: Mechanical couplers shall develop in tension or compression, as required, at least 125% of bar yield strength. Connectors shall comply with ICC-ES acceptance criteria, ACI 133.




2.4 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 gray. Alternate cementitious materials when proposed to control alkali-silica reactions and tested as part of a representative concrete mix in accordance with ASTM C1567, may be used subject to approval. Supplement with the following:

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

B. Normal-Weight Aggregates: ASTM C 33, Class 3S coarse aggregate or better, graded. Provide aggregates from a 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. All course and fine aggregate shall be tested per ASTM C 295 or ASTM C 1293 in accordance with section 5.1 of “Guide Specification for Concrete Subject to Alkali-Silica Reactions” (2007 Portland Cement Association).

1. Maximum Coarse-Aggregate Size: As indicated on Drawings.2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

C. Water: ASTM C 94/C 94M and potable.

2.5 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.7. Mid-Range Water Reducing Admixture: ASTM C 494/C 494M, Type A.

C. Set-Accelerating Corrosion-Inhibiting Admixture: Commercially formulated, anodic inhibitor or mixed cathodic and anodic inhibitor; capable of forming a protective barrier and minimizing chloride reactions with steel reinforcement in concrete and not containing more chloride ions than are present in municipal drinking water and complying with ASTM C 494/C 494M, Type C.

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

a. Axim Italcementi Group, Inc.; CATEXOL CN-CI.

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b. BASF Construction Chemicals - Building Systems; Rheocrete CNI.c. Euclid Chemical Company (The), an RPM company; ARRMATECT,

EUCON BCN, or EUCON CIA.d. Grace Construction Products, W. R. Grace & Co.; DCI.e. Sika Corporation; Sika CNI.

D. Non-Set-Accelerating Corrosion-Inhibiting Admixture: Commercially formulated, non-set-accelerating, anodic inhibitor or mixed cathodic and anodic inhibitor; capable of forming a protective barrier and minimizing chloride reactions with steel reinforcement in concrete.


a. BASF Construction Chemicals - Building Systems; Rheocrete 222+.b. Cortec Corporation; MCI- 2000 or 2005NS.c. Grace Construction Products, W. R. Grace & Co.; DCI-S.d. Sika Corporation; FerroGard 901.

2.6 LIQUID FLOOR TREATMENTS

A. VOC Content: Liquid floor treatments shall have a VOC content of 200 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24).

B. Penetrating Liquid Floor Treatment: Clear, chemically reactive, waterborne solution of inorganic silicate or siliconate materials and proprietary components; odorless; that penetrates, hardens, and densifies concrete surfaces. Shall not be less than 40% silane or 9% polysiloxane or shall be 20% siloxane. Provide certification of 90% chloride screen effectiveness when tested in accordance with the procedure in NCHRP Report Number 244 “Southern Climate Exposure”.

C. Penetrating Liquid Floor Treatments for Polished Concrete Finish: Clear, waterborne solution of inorganic silicate or siliconate materials and proprietary components; odorless; that penetrates, hardens, and is suitable for polished concrete surfaces. Shall not be less than 40% silane or 9% polysiloxane or shall be 20% siloxane. Provide certification of 90% chloride screen effectiveness when tested in accordance with the procedure in NCHRP Report Number 244 “Southern Climate Exposure”.

D. Penetrating Liquid Floor Treatment for Vehicular Surfaces: Material suitable for application on horizontal surfaces subject to vehicle traffic shall contain not less than 40% silane. Provide certification of 95% chloride screen effectiveness when tested in accordance with procedure of NCHRP Report Number 244 “Southern Climate Exposure” at manufacturer’s recommended rate of application. Also provide certification that product meets Alberta Transportation and Utilities BT-003 at 45% relative moisture results greater than 85% both initial and post abrasion performance.

2.7 CURING MATERIALS

A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete.














a. Axim Italcementi Group, Inc.; CATEXOL CimFilm.b. BASF Construction Chemicals - Building Systems; Confilm.c. ChemMasters; SprayFilm.d. Conspec by Dayton Superior; Aquafilm.e. Dayton Superior Corporation; Sure Film (J-74).f. Edoco by Dayton Superior; BurkeFilm.g. Euclid Chemical Company (The), an RPM company; Eucobar.h. Kaufman Products, Inc.; Vapor-Aid.i. Lambert Corporation; LAMBCO Skin.j. L&M Construction Chemicals, Inc.; E-CON.k. Meadows, W. R., Inc.; EVAPRE.l. Metalcrete Industries; Waterhold.m. Nox-Crete Products Group; MONOFILM.n. Sika Corporation; SikaFilm.o. SpecChem, LLC; Spec Film.p. Symons by Dayton Superior; Finishing Aid.q. TK Products, Division of Sierra Corporation; TK-2120 TRI-FILM.r. Unitex; PRO-FILM.s. Vexcon Chemicals, Inc.; Certi-Vex Envio Set.

B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry.

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

D. Water: Potable.

E. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating. Film must chemically break down in a four to six week period. Provide data from independent laboratory indicating maximum moisture less than 0.30 kg/m2 at 72 hours when tested in accordance with ASTM C 156.

F. Clear, Solvent-Borne, Membrane-Forming Curing and Sealing Compound: ASTM C 1315, Type 1, Class A. Shall have test data from an independent laboratory indicating a maximum moisture less than 0.30 kg/m2 at 72 hours when tested in accordance with ASTM C 156.

1. VOC Content: Curing and sealing compounds shall have a VOC content of 200 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24).

G. Clear, Waterborne, Membrane-Forming Curing and Sealing Compound: ASTM C 1315, Type 1, Class A. Shall have test data from an independent laboratory indicating a maximum moisture less than 0.30 kg/m2 at 72 hours when tested in accordance with ASTM C 156.

1. VOC Content: Curing and sealing compounds shall have a VOC content of 200 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24).
























2.8 RELATED MATERIALS

A. Expansion- and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber.

B. Bonding Agent: ASTM C 1059/C 1059M, Type II, non-redispersible, acrylic emulsion or styrene butadiene.

C. Reglets: Fabricate reglets of not less than 0.022-inch- thick, galvanized-steel sheet. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete or debris.

D. Dovetail Anchor Slots: Hot-dip galvanized-steel sheet, not less than 0.034 inch thick, with bent tab anchors. Temporarily fill or cover face opening of slots to prevent intrusion of concrete or debris.

2.9 REPAIR MATERIALS

A. Repair Underlayment: Cement-based, polymer-modified, self-leveling product that can be applied in thicknesses from 1/8 inch and that can be feathered at edges to match adjacent floor elevations.

1. Cement Binder: ASTM C 150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C 219.

2. Primer: Product of underlayment manufacturer recommended for substrate, conditions, and application.

3. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommended by underlayment manufacturer.

4. Compressive Strength: Not less than 4100 psi at 28 days when tested according to ASTM C 109/C 109M.

B. Repair Overlayment: Cement-based, polymer-modified, self-leveling product that can be applied in thicknesses from 1/4 inch and that can be filled in over a scarified surface to match adjacent floor elevations.

1. Cement Binder: ASTM C 150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C 219.

2. Primer: Product of topping manufacturer recommended for substrate, conditions, and application.

3. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommended by topping manufacturer.

4. Compressive Strength: Not less than 5000 psi at 28 days when tested according to ASTM C 109/C 109M.

2.10 CONCRETE MIXTURES, GENERAL

A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301.

1. Use a qualified testing agency for preparing and reporting proposed mixture designs based on laboratory trial mixtures.




B. Cementitious Materials: Limit percentage, by weight, of cementitious materials other than portland cement in concrete as follows:

1. Fly Ash: 25 percent.

C. Limit water-soluble, chloride-ion content in hardened concrete to 0.06 for post-tensioned concrete, 0.15 for reinforced concrete exposed to chlorides in service, 0.30 for other reinforced concrete, and 1.00 for reinforced concrete that will be dry and protected from moisture in service, percent by weight of cement.

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

1. Use water-reducing, high-range water-reducing, or plasticizing admixture in concrete, as required, for placement and workability.

2. Use water-reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions.

3. Use water-reducing admixture in pumped concrete, concrete for heavy-use industrial slabs and parking structure slabs, concrete required to be watertight, and concrete with a water-cementitious materials ratio below 0.50.

4. Use corrosion-inhibiting admixture in concrete mixtures where indicated.

E. Performance and Design Requirements:

1. Shrinkage: Shrinkage strain, determined in accordance with ASTM C 157 as amended and modified herein, shall not exceed the values below for each concrete class:

a. Amendments and modifications to ASTM C 157:

1) Storage: After initial 24 hour comparator reading, specimens are placed back in lime saturated water until age of seven days. At seven days another comparator reading is taken. This reading is used as the base reading which is used to calculate percent shrinkage. The specimens are stored at 50% humidity and 73° F

2) Test Reports: Report gage length (average of three) after 4, 7, 14, 28, and 56 days. In addition to the information required by ASTM C 157, Section 11, shrinkage test reports shall include gage lengths (initial length measurements) used to determine reported shrinkage strains.

b. 28 Day Shrinkage Strain: Shrinkage strains shall not exceed the following:

1) Concrete for slab-on-grade placed directly on vapor barrier: 0.046%.

2.11 CONCRETE MIXTURES FOR BUILDING ELEMENTS

A. Proportion structural normal-weight concrete mixture as noted on Drawings, unless aggregates are “potentially reactive” with alkalis based on the ASTM C 295 or ASTM C 1260 or ASTM C 1293 testing limits of Section 5.1 of “Guide Specification of Concrete Subject to Alkali-Silica Reactions” (2007 Portland Cement Association). When aggregates are “potentially reactive”, compliance with Section 5.2 of “Guide Specification for Concrete Subject to Alkali-Silica Reactions” (2007 Portland Cement




Association) must be established through ASTM C 1567 testing for proposed alternate concrete mixture. Submit test reports in accordance with Part I of this Specification.

2.12 FABRICATING REINFORCEMENT

A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."

2.13 CONCRETE MIXING

A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M and ASTM C 1116/C 1116M, and furnish batch ticket information.

PART 3 - EXECUTION

3.1 FORMWORK

A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads.

B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117. Concrete adjacent to elevator hoistway shall be installed to tolerances required by elevator manufacturer.

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

1. Class A, 1/8 inch for smooth-formed finished surfaces.2. Class B, 1/4 inch for rough-formed finished surfaces.3. The permissible irregularity is a cumulative value due to all sources including

layout, plumbness, member size, formwork offsets, joints, and member levelness. The permissible irregularity shall also apply between adjacent concrete surfaces on opposite sides of construction joint, expansion joint or shrinkage pour strip if present.

D. Construct forms tight enough to prevent loss of concrete mortar.

E. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical.

1. Install keyways, reglets, recesses, and the like, for easy removal.2. Do not use rust-stained steel form-facing material.

F. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces. Provide and secure units to support screed strips; use strike-off templates or compacting-type screeds.




G. 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.

H. Chamfer exterior corners and edges of permanently exposed concrete.

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. All formwork surfaces that support concrete exposed to view must be accepted by Architect prior to concrete placement.

3.2 EMBEDDED ITEMS

A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.

1. Install anchor rods, accurately located, to elevations required and complying with tolerances in Section 7.5 of AISC 303 "Code of Standard Practice for Steel Buildings and Bridges."

a. Tolerance of Embedded Items: Comply with ACI 117.

1) Anchor Rods:a) Plumbness: Within +/- 1/16 inch over anchor rod projection.

2) Embedded Plates and Weldments:a) Location: +/- 1 inch vertical, +/- 1 inch horizontal. b) Plumb and Alignment: 1/4 inch in 12 inches (1:48).

2. Install reglets to receive waterproofing and to receive through-wall flashings in outer face of concrete frame at exterior walls, where flashing is shown at lintels, shelf angles, and other conditions.

3.3 REMOVING AND REUSING FORMS

A. General: Formwork for sides of beams, walls, columns, and similar parts of the Work that does not support weight of concrete may be removed after cumulatively curing at not less than 50 deg F for 24 hours after placing concrete. Concrete has to be hard




enough to not be damaged by form-removal operations and curing and protection operations need to be maintained.

1. Leave formwork for beam soffits, joists, slabs, and other structural elements that supports weight of concrete in place until concrete has achieved at least 70 percent of its 28-day design compressive strength.

2. Remove forms only if shores have been arranged to permit removal of forms without loosening or disturbing shores.

3. Leave formwork and shoring in place a minimum of 15 days after concrete placement unless reshoring is used.

B. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form-facing material will not be acceptable for exposed surfaces. 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 exposed concrete surfaces unless approved by Architect.

3.4 STEEL REINFORCEMENT

A. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement.

1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete.

B. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials that would reduce bond to concrete.

C. Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcement with bar supports to maintain minimum concrete cover. Do not tack weld crossing reinforcing bars.

1. Weld reinforcing bars according to AWS D1.4/D 1.4M, where indicated.

D. Size, length, number and placement of supports shall be sufficient as to maintain reinforcing position within specified tolerances during construction traffic and concrete placement.

E. On vertical formwork, use approved bar chairs or spacers as required to maintain concrete cover and bar position. Do not staple or use any other metallic fastener to secure bolsters, chairs, etc. to formwork for concrete surfaces exposed to exterior.

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

G. Install welded wire reinforcement in longest practicable lengths on bar supports spaced to minimize sagging. Lap edges and ends of adjoining sheets at least one mesh spacing. Offset laps of adjoining sheet widths to prevent continuous laps in either direction. Lace overlaps with wire.

H. Epoxy-Coated Reinforcement: Repair cut and damaged epoxy coatings with epoxy repair coating according to ASTM D 3963/D 3963M. Use epoxy-coated steel wire ties to fasten epoxy-coated steel reinforcement.




3.5 JOINTS

A. General: Construct joints true to line with faces perpendicular to surface plane of concrete.

B. Construction Joints: Install 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. Embed keys at least 1-1/2 inches into concrete.3. Locate joints for beams, slabs, joists, and girders in the middle third of spans.

Offset joints in girders a minimum distance of twice the beam width from a beam-girder intersection.

4. Locate horizontal joints in walls and columns at underside of floors, slabs, beams, and girders and at the top of footings or floor slabs.

5. Space vertical joints in walls as indicated. Locate joints beside pilasters integral with walls, near corners, and in concealed locations where possible. Locate at centerline of support or middle third of span.

C. Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of concrete thickness as follows:

1. Grooved Joints: Form contraction joints after initial floating by grooving and finishing each edge of joint to a radius of 1/8 inch. Repeat grooving of contraction joints after applying surface finishes. Eliminate groover tool marks on concrete surfaces.

2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond-rimmed blades. Cut 1/8-inch wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before concrete develops random contraction cracks.

3. Interior Slabs-on-Grade to Receive Carpet or Wood Floor Covering: Construct slabs as large a placement area as practical. Unless noted otherwise on Drawings, locate construction joints on column centerlines. Provide control joints at column centerlines and at intervals not more than 30 feet each way.

4. All Other Interior Slabs-on-Grade: Unless noted otherwise on Drawings, locate construction joints on column centerlines. Locate control joints where shown on Drawings. If not shown, provide control joints at column centerlines and at intervals not more than 10 feet each way.

D. Isolation Joints in Slabs-on-Grade: After removing formwork, install joint-filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated.

1. Extend joint-filler strips full width and depth of joint, terminating flush with finished concrete surface unless otherwise indicated.

2. Terminate full-width joint-filler strips not less than 1/2 inch or more than 1 inch below finished concrete surface where joint sealants, specified in Section 079200 "Joint Sealants," are indicated.

3. Install joint-filler strips in lengths as long as practicable. Where more than one length is required, lace or clip sections together.




3.6 CONCRETE PLACEMENT

A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed.

B. 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.

C. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. 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 301.

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. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mixture constituents to segregate.

D. Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of construction joints, until placement of a panel or section is complete.

1. Consolidate concrete during placement operations so concrete is thoroughly worked around reinforcement and other embedded items and into corners.

2. Maintain reinforcement in position on chairs during concrete placement.3. Screed slab surfaces with a straightedge and strike off to correct elevations.

a. Slabs supported by metal deck shall be gaged to provide the specified slab thickness over beams.

4. Slope surfaces uniformly to drains where required.5. Begin initial floating using bull floats or darbies to form a uniform and open-

textured surface plane, before excess bleedwater appears on the surface. Do not further disturb slab surfaces before starting finishing operations.

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 or chemical accelerators unless otherwise specified and approved in mixture designs.




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.

3.7 FINISHING FORMED SURFACES

A. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material with tie holes and defects repaired and patched. Remove fins and other projections that exceed specified limits on formed-surface irregularities.

1. Apply to concrete surfaces not exposed to public view.

B. Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defects. Remove fins and other projections that exceed specified limits on formed-surface irregularities.

1. Apply to concrete surfaces exposed to public view.

C. 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. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces unless otherwise indicated.

**ARCH**

3.8 FINISHING FLOORS AND SLABS

A. General: Comply with ACI 302.1R recommendations for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces.

B. Scratch Finish: While still plastic, texture concrete surface that has been screeded and bull-floated or darbied. Use stiff brushes, brooms, or rakes to produce a profile amplitude of 1/4 inch in one direction.

1. Apply scratch finish to surfaces indicated.

C. Float Finish: Consolidate surface with power-driven floats or by hand floating if area is small or inaccessible to power driven floats. Restraighten, cut down high spots, and fill low spots. Repeat float passes and restraightening until surface is left with a uniform, smooth, granular texture.

1. Apply float finish to surfaces indicated.

D. Trowel Finish: After applying float finish, apply first troweling and consolidate concrete by hand or power-driven trowel. Continue troweling passes and restraighten until




surface is free of trowel marks and uniform in texture and appearance. Grind smooth any surface defects that would telegraph through applied coatings or floor coverings.

1. Apply a trowel finish to surfaces indicated.2. Finish surfaces to the following tolerances, according to ASTM E 1155 for a

randomly trafficked floor surface:a. Specified overall values of flatness, F(F) 35; and of levelness, F(L) 25; with

minimum local values of flatness, F(F) 24; and of levelness, F(L) 17; for slabs-on-grade.

3. Finish and measure surface so gap at any point between concrete surface and an unleveled, freestanding, 10-ft. long straightedge resting on two high spots and placed anywhere on the surface does not exceed 1/4 inch.

E. Trowel and Fine-Broom Finish: Apply a first trowel finish to surfaces indicated. While concrete is still plastic, slightly scarify surface with a fine broom.

1. Comply with flatness and levelness tolerances for trowel-finished floor surfaces.

F. Broom Finish: Apply a broom finish to exterior concrete platforms, steps, ramps, and elsewhere as indicated.

1. Immediately after float finishing, slightly roughen trafficked surface by brooming with fiber-bristle broom perpendicular to main traffic route. Coordinate required final finish with Architect before application.

3.9 MISCELLANEOUS CONCRETE ITEMS

A. Filling In: Fill in holes and openings left in concrete structures after work of other trades is in place unless otherwise indicated. Mix, place, and cure concrete, as specified, to blend with in-place construction. Provide other miscellaneous concrete filling indicated or required to complete the Work.

B. Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still green and by steel-troweling surfaces to a hard, dense finish with corners, intersections, and terminations slightly rounded.

C. Equipment Bases and Foundations: Provide machine and equipment bases and foundations as shown on Drawings. Set anchor bolts for machines and equipment at correct elevations, complying with diagrams or templates from manufacturer furnishing machines and equipment.

D. Steel Pan Stairs: Provide concrete fill for steel pan stair treads, landings, and associated items. Cast-in inserts and accessories as shown on Drawings. Screed, tamp, and trowel finish concrete surfaces.

3.10 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 ACI 301 for hot-weather protection during curing.




B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing.

C. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces. If forms remain during curing period, moist cure after loosening forms. If removing forms before end of curing period, continue curing for the remainder of the curing period.

D. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure unformed surfaces, including floors and slabs, concrete floor toppings, and other surfaces.

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

1. Moisture Curing: Keep surfaces continuously moist for not less 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 not less than seven days. Immediately repair any holes or tears during curing period using cover material and waterproof tape. Moisture-retaining-cover shall be inspected each day by Contractor. Any areas which do not show condensation on underside of cover or any slab areas which are not wet shall be immediately rewetted and cover replaced to prevent moisture loss.

a. Moisture cure or use moisture-retaining covers to cure concrete surfaces to receive floor coverings.

b. Moisture cure or use moisture-retaining covers to cure concrete surfaces to receive penetrating liquid floor treatments.

c. Cure concrete surfaces to receive floor coverings with either a moisture-retaining cover or a curing compound that the manufacturer certifies will not interfere with bonding of floor covering used on Project.

3. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period.

a. Removal: After curing period has elapsed, remove curing compound without damaging concrete surfaces by method recommended by curing compound manufacturer.

4. Curing and Sealing Compound: Apply uniformly to floors and slabs indicated in a continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after




initial application. Repeat process 24 hours later and apply a second coat. Maintain continuity of coating and repair damage during curing period.

3.11 CONCRETE SURFACE REPAIRS

A. Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and replace concrete that cannot be repaired and patched to Architect's approval.

B. Patching Mortar: Mix dry-pack patching mortar, consisting of one part portland cement to two and one-half parts fine aggregate passing a No. 16 sieve, using only enough water for handling and placing.

C. Repairing Formed Surfaces: Surface defects include color and texture irregularities, cracks, spalls, air bubbles, honeycombs, rock pockets, fins and other projections on the surface, and stains and other discolorations that cannot be removed by cleaning and that are unacceptable to Architect. Allow Architect and Structural Engineer to observe concrete surfaces upon removal of forms and prior to repair of surface defects. Defects in structural concrete shall be brought to the attention of the Architect and Structural Engineer.

1. Immediately after form removal, cut out honeycombs, rock pockets, and voids more than 1/2 inch in any dimension to solid concrete. Limit cut depth to 3/4 inch Make edges of cuts perpendicular to concrete surface. Clean, dampen with water, and brush-coat holes and voids with bonding agent. Fill and compact with patching mortar before bonding agent has dried. Fill form-tie voids with patching mortar or cone plugs secured in place with bonding agent.

2. Repair defects on surfaces exposed to view by blending white portland cement and standard portland cement so that, when dry, patching mortar will match surrounding color. Patch a test area at inconspicuous locations to verify mixture and color match before proceeding with patching. Compact mortar in place and strike off slightly higher than surrounding surface.

3. Repair defects on concealed formed surfaces that affect concrete's durability and structural performance as determined by Architect.

D. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, for finish and verify surface tolerances specified for each surface. Correct low and high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use a sloped template. Submit proposed repair to Architect for review prior to commencement of work.

1. Repair finished surfaces containing defects that are unacceptable to Architect. Surface defects include spalls, popouts, honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch wide or that penetrate to reinforcement or completely through unreinforced sections regardless of width, and other objectionable conditions.

2. After concrete has cured at least 14 days, correct high areas by grinding.3. Correct localized low areas during or immediately after completing surface

finishing operations by cutting out low areas and replacing with patching mortar. Finish repaired areas to blend into adjacent concrete.

4. Correct other low areas scheduled to receive floor coverings with a repair underlayment. Prepare, mix, and apply repair underlayment and primer




according to manufacturer's written instructions to produce a smooth, uniform, plane, and level surface. Feather edges to match adjacent floor elevations.

5. Correct other low areas scheduled to remain exposed with a repair topping. Cut out low areas to ensure a minimum repair topping depth of 1/4 inch to match adjacent floor elevations. Prepare, mix, and apply repair topping and primer according to manufacturer's written instructions to produce a smooth, uniform, plane, and level surface.

6. Repair defective areas, except random cracks and single holes 1 inch or less in diameter, by cutting out and replacing with fresh concrete. Remove defective areas with clean, square cuts and expose steel reinforcement with at least a 3/4-inch clearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding agent. Mix patching concrete of same materials and mixture as original concrete except without coarse aggregate. Place, compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete.

7. Repair random cracks and single holes 1 inch or less in diameter with patching mortar. Groove top of cracks and cut out holes to sound concrete and clean off dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply bonding agent. Place patching mortar before bonding agent has dried. Compact patching mortar and finish to match adjacent concrete. Keep patched area continuously moist for at least 72 hours.

E. Perform structural repairs of concrete, subject to Architect's approval, using epoxy adhesive and patching mortar.

F. Repair materials and installation not specified above may be used, subject to Architect's approval.


A. Testing and Inspection: As indicated on Drawings.

3.13 PROTECTION OF LIQUID FLOOR TREATMENTS

A. Protect liquid floor treatment from damage and wear during the remainder of construction period. Use protective methods and materials, including temporary covering, recommended in writing by liquid floor treatments installer.

END OF SECTION 033000



STRUCTURAL STEEL FRAMING 05 1200 - 1

SECTION 05 1200 - STRUCTURAL STEEL FRAMING

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes:

1. Structural steel.2. Prefabricated building columns.3. Grout.

1.3 DEFINITIONS

A. Structural Steel: Elements of structural-steel frame, as classified by AISC 303, "Code of Standard Practice for Steel Buildings and Bridges."

B. Heavy Sections: Rolled and built-up sections as follows:

1. Shapes included in ASTM A 6/A 6M with flanges thicker than 2 inches2. Welded built-up members with plates thicker than 2 inches

1.4 PERFORMANCE REQUIREMENTS

A. Provide connections as shown or noted on Drawings. Design of connections not shown or noted shall be provided by Structural Engineer-of-Record upon request.

B. Alternate connections may be submitted by the Contractor with prior approval of Structural Engineer-of-Record. Connections shall be designed for loads indicated on drawings or provided by Structural Engineer-of-Record. Loads indicated are developed using Load and Resistance Factor Design (LRFD) load combinations unless noted otherwise. One set of calculations for all alternate connections signed and sealed by a qualified engineer shall be submitted with or in advance of applicable shop drawings.


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

B. LEED Submittals:





2. Laboratory Test Reports for Credit IEQ 4: For primers, documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers."

C. Shop and Erection Drawings: Show location, fabrication,and assembly of structural-steel components.

1. Location of each piece or detail within the structure. 2. Include details of cuts, connections, splices, camber, holes, and other pertinent data.3. Include embedment piece and setting drawings.4. Indicate welds by standard AWS symbols, distinguishing between shop and field welds,

and show size, length, and type of each weld. Show backing bars that are to be removed and supplemental fillet welds where backing bars are to remain.

5. Indicate type, size, and length of bolts, distinguishing between shop and field bolts. Identify pretensioned and slip-critical high-strength bolted connections.

6. Drawings submitted in multiple packages shall contain individual submittals complete with all applicable erection drawings, details, and piece drawings.

7. Reproduction of Contract Documents is not permitted. 8. Provide schedule for submittal of shop and erection drawings.

D. Welding Procedure Specifications (WPSs) and Procedure Qualification Records (PQRs): Provide according to AWS D1.1/D1.1M, "Structural Welding Code - Steel," for each welded joint whether prequalified or qualified by testing


A. Qualification Data: For qualified Installer and fabricator.

B. Welding certificates.

C. Paint Compatibility Certificates: From manufacturers of topcoats applied over shop primers, certifying that shop primers are compatible with topcoats.

D. Mill test reports for structural steel, including chemical and physical properties.

E. Product Test Reports: For the following if present on project:

1. Bolts, nuts, and washers including mechanical properties and chemical analysis.2. Direct-tension indicators.3. Tension-control, high-strength bolt-nut-washer assemblies.4. Shear stud connectors.5. Shop primers.6. Nonshrink grout.





A. Fabricator Qualifications: A qualified fabricator that participates in the AISC Quality Certification Program and is designated an AISC-Certified Plant, Category STD.

B. Installer Qualifications: A qualified installer who participates in the AISC Quality Certification Program and is designated an AISC-Certified Erector, Category CSE.

C. Shop-Painting Applicators: Qualified according to AISC's Sophisticated Paint Endorsement P1 or SSPC-QP 3, "Standard Procedure for Evaluating Qualifications of Shop Painting Applicators."

D. Welding Qualifications: Qualify procedures and personnel according to AWS D1.1/D1.1M, "Structural Welding Code - Steel."

E. Comply with applicable provisions of the following specifications and documents:

1. AISC 303 as amended below:

a. Section 3.2: Replace entire section with the following: “Requirements for structural steel including quantities, sizes, locations, arrangement, and details shall be shown or noted in the overall Contract Drawing package. Fabricator is responsible for incorporating all such information from structural, architectural, mechanical, and electrical drawings, as well as those of other disciplines.”

b. Section 3.5: Remove all text after first sentence. c. Section 3.6: Replace entire section with the following: “When the fast-track project

delivery system is selected, release of structural drawings shall constitute release for construction only if specifically noted as such on the drawing. Drawing indicated “preliminary” or “not for construction” shall not be used for detailing or construction except where the risk of any cost or delay associated with subsequent revisions to Contract Documents is accepted by the Owner, Contractor or Fabricator.”

d. Section 4.4: Revise second sentence to read the following: “The shop and erection drawings shall be returned in accordance with the schedule defined in Division 1 of the project Specification. In the absence of such schedule, the Owner’s Designated Representative for Design shall return submittals within 14 calendar days of receipt from the Owner’s Designated Representative for Construction.”

2. AISC 360.3. RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts."

F. Preinstallation Conference: Conduct conference at Project site.


A. Store materials to permit easy access for inspection and identification. Keep steel members off ground and spaced by using pallets, dunnage, or other supports and spacers. Protect steel members and packaged materials from corrosion and deterioration.

1. Do not store materials on structure in a manner that might cause distortion, damage, or overload to members or supporting structures. Repair or replace damaged materials or structures as directed.

B. Store fasteners in a protected place in sealed containers with manufacturer's labels intact.




1. Fasteners may be repackaged provided Owner's testing and inspecting agency observes repackaging and seals containers.

2. Clean and relubricate bolts and nuts that become dry or rusty before use.3. Comply with manufacturers' written recommendations for cleaning and lubricating

ASTM F 1852 fasteners and for retesting fasteners after lubrication.

1.9 COORDINATION

A. Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint and coating manufacturers' recommendations to ensure that shop primers and topcoats are compatible with one another.

B. Coordinate installation of anchorage items to be embedded in or attached to other construction without delaying the Work. Provide setting diagrams, sheet metal templates, instructions, and directions for installation.

PART 2 - PRODUCTS

2.1 STRUCTURAL-STEEL MATERIALS


B. Recycled Content of Steel Products: Provide products with an average recycled content of steel products so postconsumer recycled content plus one-half of preconsumer recycled content is not less than the following:

1. W-Shapes: 60.2. Channels, Angles]-Shapes: 60 percent.3. Plate and Bar: 25 percent.4. Cold-Formed Hollow Structural Sections: 25 percent.5. Steel Pipe: 25 percent.6. All Other Steel Materials: 25 percent.

C. W-Shapes: ASTM A 992/A 992M unless indicated otherwise on Drawings.

D. Channels, Angles-Shapes: ASTM A 36/A 36M unless indicated otherwise on Drawings.

E. Plate and Bar: ASTM A 36/A 36M unless indicated otherwise on Drawings..

F. Cold-Formed Hollow Structural Sections: ASTM A 500, Grade C, structural tubing.

G. Steel Pipe: ASTM A 53/A 53M, Type E or S, Grade B.

1. Weight Class: as indicated on Drawings.2. Finish: Black except where indicated to be galvanized.

H. Welding Electrodes: Comply with AWS requirements, 70 Series

1. Conform to Charpy V-Notch test requirements of AISC 360.




2. Conform to Charpy V-Notch test requirements of AISC 341 for components included in the Seismic-Load-Resisting System.

I. Heavy Sections:

1. Conform to Charpy V-Notch test requirements of AISC 360.2. Conform to Charpy V-Notch test requirements of AISC 341 for components included in the

Seismic-Load-Resisting System.

2.2 BOLTS, CONNECTORS, AND ANCHORS

A. Use Tension-Control, High-Strength Bolt-Nut-Washer Assemblies whenever possible unless indicated otherwise.

B. High-Strength Bolts, Nuts, and Washers: ASTM A 325, Type 1, heavy-hex steel structural bolts; ASTM A 563, Grade C, heavy-hex carbon-steel nuts; and ASTM F 436, Type 1, hardened carbon-steel washers; all with plain finish.

C. Tension-Control, High-Strength Bolt-Nut-Washer Assemblies: ASTM F 1852, Type 1 round head assemblies consisting of steel structural bolts with splined ends, heavy-hex carbon-steel nuts, and hardened carbon-steel washers.

1. Finish: Plain.

D. Steel Headed Stud Anchors: ASTM A 108, Grades 1015 through 1020, headed-stud type, cold-finished carbon steel; AWS D1.1/D1.1M, Type B.

E. Unheaded Anchor Rods: ASTM F 1554, Grade 55, weldable

1. Configuration: Straight.2. Nuts: ASTM A heavy-hex carbon steel.3. Plate Washers: ASTM A 36/A 36M carbon steel.4. Washers: ASTM F 436, Type 1, hardened carbon steel.5. Finish: Plain.

F. Headed Anchor Rods: ASTM F 1554, Grade 55, weldable, straight.

1. Nuts: ASTM A 563 heavy-hex carbon steel.2. Plate Washers: ASTM A 36/A 36M carbon steel.3. Washers: ASTM F 436, Type 1, hardened carbon steel.4. Finish: Plain.

G. Threaded Rods: ASTM A 36/A 36M.

1. Nuts: ASTM A 563 heavy-hex carbon steel.2. Washers: ASTM A 36/A 36M carbon steel.3. Finish: Plain.

H. Sleeve Nuts: Made from cold-finished carbon steel bars, ASTM A 108, Grade 1018.




I. Deformed Anchor Studs (DAS) / Deformed Bar Anchors (DBA): Made from ASTM A 108 low carbon steel, cold worked and deformed per ASTM A 496. Minimum yield stress = 60 ksi (415 MPa); minimum tensile strength = 80 ksi (550 MPa).

J. Rebar: Rebar used for welding shall meet the requirements of ASTM A-706. Minimum bend diameters per ACI 318.

K. Expansion Anchors, Screw Anchors, and Adhesive Anchors: Size and Manufacturer as indicated on Drawings. Complete assemblies with required rods, nuts, washers, and adhesive system as applicable. Installed in accordance with Manfacturer’s installation instructions. Current ICC approval and published ICC Research Report required.

1. Finish for use in conditioned environments free from potential moisture (interior): Plain or in accordance with Manufacturer’s standard.

2. Finish for use in exposed or potentially wet environments and for attachment of exterior cladding materials: Galvanized in conformance with ASTM A 153 or stainless steel, Series 300.

2.3 PRIMER

A. Low-Emitting Materials: Paints and coatings shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers.”

B. Primer: Where steel is to be field painted, provide fabricator's standard lead- and chromate-free, nonasphaltic, rust-inhibiting primer complying with MPI#79 and compatible with topcoat.

C. Galvanizing Repair Paint: MPI#18, MPI#19, or SSPC-Paint 20

2.4 GROUT

A. Metallic, Shrinkage-Resistant Grout: ASTM C 1107, factory-packaged, metallic aggregate grout, mixed with water to consistency suitable for application and a 30-minute working time. Minimum compressive strength = 6000 psi.

B. Nonmetallic, Shrinkage-Resistant Grout: ASTM C 1107, factory-packaged, nonmetallic aggregate grout, noncorrosive and nonstaining, mixed with water to consistency suitable for application and a 30-minute working time. Minimum compressive strength = 6000 psi. Required where grout is exposed to view or weathering.

2.5 FABRICATION

A. Structural Steel: Fabricate and assemble in shop to greatest extent possible. Fabricate according to AISC's "Code of Standard Practice for Steel Buildings and Bridges" and AISC 360.

1. Camber structural-steel members where indicated.2. Fabricate beams with rolling camber up.3. Identify high-strength structural steel according to ASTM A 6/A 6M and maintain markings

until structural steel has been erected.




4. Mark and match-mark materials for field assembly.5. Complete structural-steel assemblies, including welding of units, before starting shop-

priming operations, if applicable.

B. Thermal Cutting: Perform thermal cutting by machine to greatest extent possible.

1. Plane thermally cut edges to be welded to comply with requirements in AWS D1.1/D1.1M.

C. Bolt Holes: Cut, drill, mechanically thermal cut, or punch standard bolt holes perpendicular to metal surfaces. Do not enlarge bolt holes by burning.

D. Finishing: Accurately finish ends of columns and other members transmitting bearing loads.

E. Cleaning: Clean and prepare steel surfaces that are to remain unpainted according to SSPC-SP 2, "Hand Tool Cleaning or SSPC-SP 3, "Power Tool Cleaning."

F. Steel Headed Stud Anchors and Deformed Anchor Studs / Deformed Bar Anchors: Prepare steel surfaces as recommended by manufacturer of anchors. Use automatic end welding of anchors according to AWS D1.1/D1.1M and manufacturer's written instructions.

G. Holes: Provide holes required for securing other work to structural steel and for other work to pass through steel framing members.

1. Cut, drill, thermal cut, or punch holes perpendicular to steel surfaces2. Baseplate Holes: Cut, drill, mechanically thermal cut, or punch holes perpendicular to steel

surfaces.

H. Splices: Splicing of members to obtain required lengths is not permitted without prior approval of structural Engineer-of-Record unless indicated on the Drawings.

I. Substitutions: Where exact sizes and weights indicated on Drawings are not readily available, secure approval of alternate sizes from Structural Engineer-of Record in time to prevent project delay.

2.6 SHOP CONNECTIONS

A. High-Strength Bolts: Shop install high-strength bolts according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts" for type of bolt and type of joint specified.

1. Joint Type: As indicated on Drawings.

B. Weld Connections: Comply with AWS D1.1/D1.1M[ and AWS D1.8/D1.8M] for tolerances, appearances, welding procedure specifications, weld quality, and methods used in correcting welding work.

2.7 SHOP PRIMING

A. Shop prime steel surfaces except the following:

1. Surfaces embedded in concrete or mortar. Extend priming of partially embedded members to a depth of 2 inches.




2. Surfaces to be field welded, including top flange of beams to receive steel headed stud anchors.

3. Surfaces to be high-strength bolted with slip-critical connections.4. Surfaces to receive sprayed fire-resistive materials (applied fireproofing).5. Galvanized surfaces.6. Surfaces not otherwise indicated to be painted that are not exposed to view or weather in

the final condition.

B. Surface Preparation: Clean surfaces to be painted. Remove loose rust and mill scale and spatter, slag, or flux deposits. Prepare surfaces according to either of the following specifications and standards:

1. SSPC-SP 2, "Hand Tool Cleaning."2. SSPC-SP 3, "Power Tool Cleaning."

C. Priming: Immediately after surface preparation, apply primer according to manufacturer's written instructions and at rate recommended by SSPC to provide a minimum dry film thickness of 1.5 mils. Use priming methods that result in full coverage of joints, corners, edges, and exposed surfaces.

1. Stripe paint corners, crevices, bolts, welds, and sharp edges.2. Apply two coats of shop paint to surfaces that are inaccessible after assembly or erection.

2.8 GALVANIZING

A. Hot-Dip Galvanized Finish: Apply zinc coating by the hot-dip process to structural steel according to ASTM A 123/A 123M.

1. Fill vent and drain holes in closed sections (HSS or Pipe) that will be exposed in the finished Work unless they will function as weep holes, by plugging with zinc solder and filing off smooth.

2. Galvanize lintels and shelf angles located in exterior walls.

2.9 SOURCE QUALITY CONTROL


PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify, with steel Erector present, elevations of concrete- and masonry-bearing surfaces and locations of anchor rods, bearing plates, and other embedments for compliance with requirements.

1. Prepare a certified survey of bearing surfaces, anchor rods, bearing plates, and other embedments showing dimensions, locations, angles, and elevations.

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




3.2 PREPARATION

A. Provide temporary shores, guys, braces, and other supports during erection to keep structural steel secure, plumb, and in alignment against temporary construction loads and loads equal in intensity to design loads. Remove temporary supports when permanent structural steel, connections, and bracing are in place unless otherwise indicated.

1. Coordinate installation of non-structural steel items that load the temporarily supported steel frame such that temporary supports are adequate to resist all imposed loads.

2. Do not remove temporary shoring supporting composite deck construction until cast-in-place concrete has attained its design compressive strength.

3. Do not apply permanent loading other than the weight to supported concrete slab-on-deck assemblies to composite beams and girders until concrete has achieve 75 percent of its design strength without prior approval of structural Engineer-of-Record.

3.3 ERECTION

A. Set structural steel accurately in locations and to elevations indicated and according to AISC 303 and AISC 360.

B. Base Bearing and Leveling Plates: Clean concrete- and masonry-bearing surfaces of bond-reducing materials, and roughen surfaces prior to setting plates. Clean bottom surface of plates.

1. Set plates for structural members on wedges, shims, or setting nuts as required.2. Weld plate washers to top of baseplate where indicated on Drawings.3. Snug-tighten anchor rods after supported members have been positioned and plumbed.

Do not remove wedges or shims but, if protruding, cut off flush with edge of plate before packing with grout.

4. Clean and moisten surfaces to receive grout. Immediately remove any remaining free water. Promptly pack grout solidly between bearing surfaces and plates so no voids remain. Neatly finish exposed surfaces; protect grout and allow to cure. Comply with manufacturer's written installation instructions for shrinkage-resistant grouts.

C. Maintain erection tolerances of structural steel within AISC's "Code of Standard Practice for Steel Buildings and Bridges."

D. Align and adjust various members that form part of complete frame or structure before permanently fastening. Before assembly, clean bearing surfaces and other surfaces that will be in permanent contact with members. Perform necessary adjustments to compensate for discrepancies in elevations and alignment.

1. Level and plumb individual members of structure.2. Make allowances for difference between temperature at time of erection and mean

temperature of 70° F when structure is completed and in service.

E. Splice members only where indicated.

1. Fasten splices in compression after bearing surface have been brought into contact. Close all gaps greater than 1/16” by driving non-tapered mild steel shims full depth of bearing surface along full length of gap.

F. Do not use thermal cutting during erection unless approved by Structural Engineer-of-Record. Finish thermally cut sections within smoothness limits in AWS D1.1/D1.1M.




G. Do not enlarge unfair holes in members by burning or using drift pins. Ream holes that must be enlarged to admit bolts.

H. Steel Headed Stud Anchors: Prepare steel surfaces as recommended by manufacturer of shear connectors. Use automatic end welding of headed-stud shear connectors according to AWS D1.1/D1.1M and manufacturer's written instructions.

3.4 FIELD CONNECTIONS

A. High-Strength Bolts: Install high-strength bolts according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts" for type of bolt and type of joint specified.

1. Joint Type: As indicated on Drawings.

B. Weld Connections: Comply with AWS D1.1/D1.1M for tolerances, appearances, welding procedure specifications, weld quality, and methods used in correcting welding work.

1. Comply with AISC 303 and AISC 360 for bearing, alignment, adequacy of temporary connections, and removal of paint on surfaces adjacent to field welds.

2. Remove backing bars or runoff tabs where indicated on Drawings, back gouge, and grind steel smooth.

3. Assemble and weld built-up sections by methods that will maintain true alignment of axes without exceeding tolerances in AISC's "Code of Standard Practice for Steel Buildings and Bridges" for mill material.



3.6 REPAIRS AND PROTECTION

A. Galvanized Surfaces: Clean areas where galvanizing is damaged or missing and repair galvanizing to comply with ASTM A 780.

B. Touchup Painting: Cleaning and touchup painting are specified in Section 099113 "Exterior Painting" Section 099123 "Interior Painting."






CONSTRUCTION DOCUMENTS10/12/2017

COLD-FORMED METAL FRAMING 05 4000 - 1

SECTION 05 4000 - COLD-FORMED METAL FRAMING

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes:1. Exterior non-load-bearing wall framing.

1.3 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.


A. Product Data: For each type of cold-formed steel framing product and accessory.

B. LEED Submittals:


C. Shop Drawings:

1. Include layout, spacings, sizes, thicknesses, and types of cold-formed steel framing; fabrication; and fastening and anchorage details, including mechanical fasteners.

2. Indicate reinforcing channels, opening framing, supplemental framing, strapping, bracing, bridging, splices, accessories, connection details, and attachment to adjoining work.


A. Qualification Data: For testing agency.

B. Welding certificates.

C. Product Test Reports: For each listed product, for tests performed by manufacturer and witnessed by a qualified testing agency.

1. Steel sheet.2. Expansion anchors.




3. Power-actuated anchors.4. Mechanical fasteners.5. Vertical deflection clips.6. Horizontal drift deflection clips7. Miscellaneous structural clips and accessories.

D. Research Reports: For non-standard cold-formed steel framing, from ICC-ES.


A. Testing Agency Qualifications: Qualified according to ASTM E 329 for testing indicated.

B. Product Tests: Mill certificates or data from a qualified independent testing agency indicating steel sheet complies with requirements, including base-metal thickness, yield strength, tensile strength, total elongation, chemical requirements, and metallic-coating thickness.

C. Welding Qualifications: Qualify procedures and personnel according to the following:

1. AWS D1.1/D1.1M, "Structural Welding Code - Steel."2. AWS D1.3/D1.3M, "Structural Welding Code - Sheet Steel."

D. Comply with AISI S230 "Standard for Cold-Formed Steel Framing - Prescriptive Method for One and Two Family Dwellings."


A. Protect cold-formed steel framing from corrosion, moisture staining, deformation, and other damage during delivery, storage, and handling.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

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

1. AllSteel & Gypsum Products, Inc.2. California Expanded Metal Products Company.3. ClarkWestern Building Systems, Inc.4. Consolidated Fabricators Corp.; Building Products Division.5. Craco Mfg., Inc.6. Custom Stud Inc.7. Design Shapes in Steel.8. Dietrich Metal Framing; a Worthington Industries Company.9. Formetal Co. Inc. (The).10. MarinoWARE.11. Nuconsteel; a Nucor Company.12. Olmar Supply, Inc.13. Quail Run Building Materials, Inc.











http://www.specagent.com/LookUp/?uid=123456828490~M.%250d$M~MBA%2520Building%2520Supplies,%2520Inc~$m~123456830648&mf=04&src=wd







14. SCAFCO Corporation.15. Southeastern Stud & Components, Inc.16. State Building Products, Inc.17. Steel Construction Systems.18. Steel Network, Inc. (The).19. Steel Structural Systems.20. Steeler, Inc.21. Super Stud Building Products, Inc.22. Telling Industries, LLC.23. United Metal Products, Inc.24. United Steel Manufacturing.

2.2 COLD-FORMED STEEL FRAMING, GENERAL


B. Steel Sheet: ASTM A 1003/A 1003M, Structural Grade, Type H, metallic coated, of grade and coating weight as follows:

1. Grade: ST33H2. Coating: G60, A60, AZ50, or GF30.

C. Steel Sheet for Clips: ASTM A 653/A 653M, structural steel, zinc coated, of grade and coating as follows:

1. Grade: 50.2. Coating: G60.

2.3 EXTERIOR NON-LOAD-BEARING WALL FRAMING

A. Steel Studs: Manufacturer's standard C-shaped steel studs, of web depths indicated, punched, with stiffened flanges, and as follows:

1. Minimum Base-Metal Thickness: As indicated on the drawings.2. Section Properties: As indicated on the drawings.

B. Steel Track: Manufacturer's standard U-shaped steel track, of web depths indicated, unpunched, with unstiffened flanges, and as follows:

1. Minimum Base-Metal Thickness: As indicated on the drawings.2. Flange Width: As indicated on the drawings.

C. Vertical Deflection Clips: Manufacturer's standard clips, capable of accommodating upward and downward vertical displacement of primary structure through positive mechanical attachment to stud web.

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
















a. AllSteel & Gypsum Products, Inc.b. ClarkWestern Building Systems, Inc.c. Dietrich Metal Framing; a Worthington Industries company.d. MarinoWARE.e. SCAFCO Corporation.f. Steel Network, Inc. (The).g. Steeler, Inc.

D. Single Deflection Track: Manufacturer's single, deep-leg, U-shaped steel track; unpunched, with unstiffened flanges, of web depth to contain studs while allowing free vertical movement, with flanges designed to support horizontal loads and transfer them to the primary structure, and as follows:

1. Minimum Base-Metal Thickness: As indicated on drawings.2. Flange Width: As indicated on drawings.

E. Drift Clips: Manufacturer's standard bypass or head clips, capable of isolating wall stud from upward and downward vertical displacement and lateral drift of primary structure through positive mechanical attachment to stud web and structure.

2.4 FRAMING ACCESSORIES

A. Fabricate steel-framing accessories from steel sheet, ASTM A 1003/A 1003M, Structural Grade, Type H, metallic coated, of same grade and coating weight used for framing members.

B. Provide accessories of manufacturer's standard thickness and configuration, unless otherwise indicated, as follows:

1. Supplementary framing.2. Bracing, bridging, and solid blocking.3. Web stiffeners.4. Anchor clips.5. End clips.6. Foundation clips.7. Gusset plates.8. Stud kickers and knee braces.9. Joist hangers and end closures.10. Hole reinforcing plates.11. Backer plates.

2.5 ANCHORS, CLIPS, AND FASTENERS

A. Steel Shapes and Clips: ASTM A 36/A 36M, zinc coated by hot-dip process according to ASTM A 123/A 123M.

B. Anchor Bolts: ASTM F 1554, Grade 55, threaded carbon-steel and carbon-steel nuts; and flat, hardened-steel washers; zinc coated by hot-dip process according to ASTM A 153/A 153M, Class C.

C. Expansion Anchors: Fabricated from corrosion-resistant materials, with allowable load or strength design capacities calculated according to ICC-ES AC193 and ACI 318 greater than or











equal to the design load, as determined by testing per ASTM E 488 conducted by a qualified testing agency.

D. Power-Actuated Anchors: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with allowable load capacities calculated according to ICC-ES AC70, greater than or equal to the design load, as determined by testing per ASTM E 1190 conducted by a qualified testing agency.

E. Mechanical Fasteners: ASTM C 1513, corrosion-resistant-coated, self-drilling, self-tapping, steel drill screws.

1. Head Type: Low-profile head beneath sheathing, manufacturer's standard elsewhere.

F. Welding Electrodes: Comply with AWS standards.

2.6 MISCELLANEOUS MATERIALS

A. Galvanizing Repair Paint: SSPC-Paint 20 or MIL-P-21035B

B. Cement Grout: Portland cement, ASTM C 150, Type I; and clean, natural sand, ASTM C 404. Mix at ratio of 1 part cement to 2-1/2 parts sand, by volume, with minimum water required for placement and hydration.

C. Nonmetallic, Nonshrink Grout: Premixed, nonmetallic, noncorrosive, nonstaining grout containing selected silica sands, portland cement, shrinkage-compensating agents, and plasticizing and water-reducing agents, complying with ASTM C 1107/C 1107M, with fluid consistency and 30-minute working time.

D. Shims: Load bearing, high-density multimonomer plastic, and nonleaching; or of cold-formed steel of same grade and coating as framing members supported by shims.

E. Sealer Gaskets: Closed-cell neoprene foam, 1/4 inch thick, selected from manufacturer's standard widths to match width of bottom track or rim track members.

2.7 FABRICATION

A. Fabricate cold-formed steel framing and accessories plumb, square, and true to line, and with connections securely fastened, according to referenced AISI's specifications and standards, manufacturer's written instructions, and requirements in this Section.

1. Fabricate framing assemblies using jigs or templates.2. Cut framing members by sawing or shearing; do not torch cut.3. Fasten cold-formed steel framing members by welding, screw fastening, clinch fastening,

pneumatic pin fastening, or riveting as standard with fabricator. Wire tying of framing members is not permitted.

a. Comply with AWS D1.3/D1.3M requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work.

b. Locate mechanical fasteners and install according to Shop Drawings, with screw penetrating joined members by no fewer than three exposed screw threads.




4. Fasten other materials to cold-formed steel framing by welding, bolting, pneumatic pin fastening, or screw fastening, according to Shop Drawings.

B. Reinforce, stiffen, and brace framing assemblies to withstand handling, delivery, and erection stresses. Lift fabricated assemblies to prevent damage or permanent distortion.

C. Fabrication Tolerances: Fabricate assemblies level, plumb, and true to line to a maximum allowable tolerance variation of 1/8 inch in 10 feet and as follows:

1. Spacing: Space individual framing members no more than plus or minus 1/8 inch from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials.

2. Squareness: Fabricate each cold-formed steel framing assembly to a maximum out-of-square tolerance of 1/8 inch.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine supporting substrates and abutting structural framing for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.


3.2 PREPARATION

A. Before sprayed fire-resistive materials are applied, attach continuous angles, supplementary framing, or tracks to structural members indicated to receive sprayed fire-resistive materials.

B. After applying sprayed fire-resistive materials, remove only as much of these materials as needed to complete installation of cold-formed framing without reducing thickness of fire-resistive materials below that are required to obtain fire-resistance rating indicated. Protect remaining fire-resistive materials from damage.

C. Install load bearing shims or grout between the underside of load-bearing wall bottom track and the top of foundation wall or slab at locations with a gap larger than 1/4 inch to ensure a uniform bearing surface on supporting concrete or masonry construction.

D. Install sealer gaskets at the underside of wall bottom track or rim track and at the top of foundation wall or slab at stud or joist locations.

3.3 INSTALLATION, GENERAL

A. Cold-formed steel framing may be shop or field fabricated for installation, or it may be field assembled.

B. Install cold-formed steel framing according to AISI S200 and to manufacturer's written instructions unless more stringent requirements are indicated.




C. Install shop- or field-fabricated, cold-formed framing and securely anchor to supporting structure.

1. Screw, bolt, or weld wall panels at horizontal and vertical junctures to produce flush, even, true-to-line joints with maximum variation in plane and true position between fabricated panels not exceeding 1/16 inch.

D. Install cold-formed steel framing and accessories plumb, square, and true to line, and with connections securely fastened.

1. Cut framing members by sawing or shearing; do not torch cut.2. Fasten cold-formed steel framing members by welding, screw fastening, clinch fastening,

or riveting. Wire tying of framing members is not permitted.

a. Comply with AWS D1.3/D1.3M requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work.

b. Locate mechanical fasteners and install according to Shop Drawings, and complying with requirements for spacing, edge distances, and screw penetration.

E. Install framing members in one-piece lengths unless splice connections are indicated for track or tension members.

F. Install temporary bracing and supports to secure framing and support loads comparable in intensity to those for which structure was designed. Maintain braces and supports in place, undisturbed, until entire integrated supporting structure has been completed and permanent connections to framing are secured.

G. Do not bridge building expansion joints with cold-formed steel framing. Independently frame both sides of joints.

H. Install insulation, specified in Section 072100 "Thermal Insulation," in built-up exterior framing members, such as headers, sills, boxed joists, and multiple studs at openings, that are inaccessible on completion of framing work.

I. Fasten hole reinforcing plate over web penetrations that exceed size of manufacturer's approved or standard punched openings.

J. Erection Tolerances: Install cold-formed steel framing level, plumb, and true to line to a maximum allowable tolerance variation of 1/8 inch in 10 feet and as follows:

1. Space individual framing members no more than plus or minus 1/8 inch from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials.

3.4 EXTERIOR NON-LOAD-BEARING WALL INSTALLATION

A. Install continuous tracks sized to match studs. Align tracks accurately and securely anchor to supporting structure as indicated.

B. Fasten both flanges of studs to bottom track unless otherwise indicated. Space studs as follows:

1. Stud Spacing: As indicated.2. Stud Spacing: As indicated.




C. Set studs plumb, except as needed for diagonal bracing or required for nonplumb walls or warped surfaces and similar requirements.

D. Isolate non-load-bearing steel framing from building structure to prevent transfer of vertical loads while providing lateral support.

1. Install single deep-leg deflection tracks and anchor to building structure.2. Install double deep-leg deflection tracks and anchor outer track to building structure.3. Connect vertical deflection clips to infill studs and anchor to building structure.4. Connect drift clips to cold-formed metal framing and anchor to building structure.

E. Install horizontal bridging in wall studs, spaced vertically in rows indicated on Shop Drawings but not more than 48 inches apart. Fasten at each stud intersection.

1. Top Bridging for Single Deflection Track: Install row of horizontal bridging within 12 inches of single deflection track. Install a combination of bridging and stud or stud-track solid blocking of width and thickness matching studs, secured to stud webs or flanges.

a. Install solid blocking at centers indicated on Shop Drawings.

2. Bridging: Cold-rolled steel channel, welded or mechanically fastened to webs of punched studs.

3. Bridging: Combination of flat, taut, steel sheet straps of width and thickness indicated and stud-track solid blocking of width and thickness to match studs. Fasten flat straps to stud flanges and secure solid blocking to stud webs or flanges.

4. Bridging: Proprietary bridging bars installed according to manufacturer's written instructions.

F. Install miscellaneous framing and connections, including stud kickers, web stiffeners, clip angles, continuous angles, anchors, and fasteners, to provide a complete and stable wall-framing system.


A. Testing: Owner will engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports.

B. Field and shop welds will be subject to testing and inspecting.

C. Testing agency will report test results promptly and in writing to Contractor and Architect.

D. Remove and replace work where test results indicate that it does not comply with specified requirements.

E. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements.




3.6 REPAIRS AND PROTECTION

A. Galvanizing Repairs: Prepare and repair damaged galvanized coatings on fabricated and installed cold-formed steel framing with galvanized repair paint according to ASTM A 780 and manufacturer's written instructions.

B. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensure that cold-formed steel framing is without damage or deterioration at time of Substantial Completion.




EXTERIOR ROUGH CARPENTRY 06 1063 - 1

SECTION 06 1063 - EXTERIOR ROUGH CARPENTRY

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes:1. Wood Decking

1.3 DEFINITIONS

A. Boards: Lumber of less than 2 inches nominal in thickness and 2 inches nominal or greater in width.

B. Dimension Lumber: Lumber of 2 inches nominal or greater but less than 5 inches nominal in least dimension.

C. Timber: Lumber of 5 inches nominal or greater in least dimension.

D. Lumber grading agencies, and the abbreviations used to reference them, include the following:

1. NeLMA: Northeastern Lumber Manufacturers' Association.2. NLGA: National Lumber Grades Authority.3. RIS: Redwood Inspection Service.4. SPIB: The Southern Pine Inspection Bureau.5. WCLIB: West Coast Lumber Inspection Bureau.6. WWPA: Western Wood Products Association.


A. Product Data: For preservative-treated wood products. Include chemical treatment manufacturer's written instructions for handling, storing, installing, and finishing treated material.

B. LEED Submittals:

1. Product Certificates for Credit MR 5: For wood products, certificates indicating location of manufacturer, point of harvest, and distances to Project. Include statement indicating cost.

2. Certificates for Credit MR 6: Chain-of-custody certificates indicating that wood products comply with forest certification and chain-of-custody requirements. Include statement indicating cost for each certified wood product.





A. Material Certificates:

1. For preservative-treated wood products. Indicate type of preservative used and net amount of preservative retained.

B. Certificates of Inspection: Issued by lumber grading agency for exposed wood products not marked with grade stamp.

C. Evaluation Reports: For preservative-treated wood products, from ICC-ES.


A. Lumber Manufacturer Qualifications: A qualified manufacturer that is certified for chain of custody by an FSC-accredited certification body.

B. Lumber Vendor Qualifications: A vendor that is certified for chain of custody by an FSC-accredited certification body.


A. Store materials under cover and protected from weather and contact with damp or wet surfaces. Stack lumber flat with spacers between each bundle to provide air circulation. Provide for air circulation around stacks and under coverings.

PART 2 - PRODUCTS

2.1 LUMBER, GENERAL

A. Comply with DOC PS 20 and with grading rules of lumber grading agencies certified by ALSC's Board of Review as applicable. If no grading agency is indicated, comply with the applicable rules of any rules-writing agency certified by ALSC's Board of Review.

1. Factory mark each item with grade stamp of grading agency.2. For items that are exposed to view in the completed Work, mark grade stamp on end or

back of each piece.3. Where nominal sizes are indicated, provide actual sizes required by DOC PS 20 for

moisture content specified. Where actual sizes are indicated, they are minimum dressed sizes for dry wood products.

4. Provide dressed lumber, S4S, unless otherwise indicated.

B. Regional Materials: Wood products shall be milled within 500 miles of Project site from wood that has been harvested within 500 miles of Project site.

C. Certified Wood: Boards and dimension lumber shall be certified as "FSC Pure: according to FSC STD-01-001, "FSC Principles and Criteria for Forest Stewardship," and to FSC STD-40-004, "FSC Standard for Chain of Custody Certification."




D. Maximum Moisture Content:

1. Boards: 19 percent.2. Dimension Lumber: 19 percent3. Timber. 19 percent.

2.2 LUMBER

A. Hand select wood for freedom from characteristics, on exposed surfaces and edges, that would impair finish appearance, including decay, honeycomb, knot holes, shake, splits, torn grain, and wane.

2.3 PRESERVATIVE TREATMENT

A. Pressure treat boards and dimension lumber with waterborne preservative according to AWPA U1; Use Category UC3b for exterior construction not in contact with the ground, and Use Category UC4a for items in contact with the ground.

B. Pressure treat timber with waterborne preservative according to AWPA U1; Use Category UC4a.

1. Treatment with CCA shall include post-treatment fixation process.

C. Pressure treat poles with waterborne preservative according to AWPA U1; Use Category UC4a.

1. Treatment with CCA shall include post-treatment fixation process.

D. Preservative Chemicals: Acceptable to authorities having jurisdiction.

1. Do not use chemicals containing arsenic or chromium.

E. Use process that includes water-repellent treatment.

F. Use process that does not include water repellents or other substances that might interfere with application of indicated finishes.

G. After treatment, redry to 19 percent maximum moisture content.

H. Mark treated wood with treatment quality mark of an inspection agency approved by ALSC's Board of Review.

1. For items indicated to receive a stained or natural finish, mark each piece on surface that will not be exposed.

I. Application: Treat all wood unless otherwise indicated.

2.4 FASTENERS

A. General: Provide fasteners of size and type indicated, acceptable to authorities having jurisdiction, and that comply with requirements specified in this article for material and




manufacture. Provide nails or screws, in sufficient length, to penetrate not less than 1-1/2 inches into wood substrate.

1. Use stainless unless otherwise indicated.2. For pressure-preservative-treated wood, use stainless-steel fasteners.

B. Nails: ASTM F 1667.

C. Power-Driven Fasteners: ICC-ES AC70.

D. Wood Screws and Lag Screws: ASME B18.2.1, ASME B18.6.1, or ICC-ES AC233.

E. Carbon-Steel Bolts: ASTM A 307 with ASTM A 563 hex nuts and, where indicated, flat washers all hot-dip zinc coated.

F. Stainless-Steel Bolts: ASTM F 593, Alloy Group 1 or 2; with ASTM F 594, Alloy Group 1 or 2 hex nuts and, where indicated, flat washers.

2.5 METAL ACCESSORIES

A. Manufacturers: Subject to compliance with requirements, [provide products by one of the following] [available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following]:

B. Basis-of-Design Products: Subject to compliance with requirements, provide [products indicated on Drawings] <Insert manufacturer's name; product name or designation> or comparable products by one of the following:

1. Cleveland Steel Specialty Co.2. KC Metals Products, Inc.3. Phoenix Metal Products, Inc.4. R. H. Tamlyn & Sons LP.5. Simpson Strong-Tie Company, Inc.6. USP Structural Connectors.

C. Galvanized-Steel Sheet: Hot-dip, zinc-coated steel sheet complying with ASTM A 653/A 653M, G60 coating designation.

D. Stainless-Steel Sheet: ASTM A 666, Type 304.

PART 3 - EXECUTION

3.1 PREPARATION

A. Prime wood indicated to be painted, including both faces and edges. Cut to required lengths and prime ends. Comply with requirements in Section 099113 "Exterior Painting."

B. Stain wood indicated to be stained, including both faces and edges. Cut to required lengths and stain ends. Comply with requirements in Section 099300 "Staining and Transparent Finishing."

http://www.specagent.com/LookUp/?ulid=7573&mf=04&mf=95&src=wd&mf=04&src=wd










3.2 INSTALLATION, GENERAL

A. Set work to required levels and lines, with members plumb, true to line, cut, and fitted. Fit work to other construction; scribe and cope as needed for accurate fit.

B. Framing Standard: Comply with AF&PA WCD1 unless otherwise indicated.

C. Install metal framing anchors to comply with manufacturer's written instructions.

D. Do not splice structural members between supports unless otherwise indicated.

E. Provide blocking and framing as indicated and as required to support facing materials, fixtures, specialty items, and trim.

F. Sort and select lumber so that natural characteristics do not interfere with installation or with fastening other materials to lumber. Do not use materials with defects that interfere with function of members or pieces that are too small to use with minimum number of joints or optimum joint arrangement.

G. Apply copper naphthenate field treatment to comply with AWPA M4, to cut surfaces of preservative-treated lumber.

H. Securely attach exterior rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following:

1. ICC-ES AC70 for power-driven fasteners.2. "Fastening Schedule" in ICC's International Building Code.3. "Fastener Schedule for Structural Members" and "Alternate Attachments" in ICC's

International Residential Code for One- and Two-Family Dwellings.

I. Use common wire nails unless otherwise indicated. Select fasteners of size that do not fully penetrate members where opposite side is exposed to view. Make tight connections between members. Install fasteners without splitting wood; do not countersink nail heads unless otherwise indicated.



Construction Documents 10/12/2017

HEAVY TIMBER 06 1323- 1

SECTION 06 1323 - HEAVY TIMBER FRAMING

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes framing using timbers.

1.3 DEFINITIONS

A. Timbers: Lumber of 5 inches nominal or greater in least dimension.

B. Inspection agencies, and the abbreviations used to reference them, include the following:

1. NeLMA: Northeastern Lumber Manufacturers' Association.2. NHLA: National Hardwood Lumber Association.3. NLGA: National Lumber Grades Authority.4. SPIB: Southern Pine Inspection Bureau (The).5. WCLIB: West Coast Lumber Inspection Bureau.6. WWPA: Western Wood Products Association.


A. Product Data: For preservative-treated wood products and timber connectors.

1. For preservative-treated wood products. Include chemical treatment manufacturer's written instructions for handling, storing, installing, and finishing treated material.

2. For timber connectors. Include installation instructions.

B. LEED Submittals:

1. Product Certificates for Credit MR 5: For timbers include statement indicating cost.

a. Include statement indicating location of manufacturer and distance to Project for each regionally manufactured material.

b. Include statement indicating location of manufacturer, point of harvest, and distance to Project.

2. Certificates for Credit MR 6: Chain-of-custody certificates indicating that timbers comply with forest certification and chain-of-custody requirements. Include statement indicating cost for each certified wood product.




3. Laboratory Test Reports for Credit IEQ 4.2: For sealers and primers, documentation indicating that products comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers."

C. Shop Drawings: For heavy timber framing. Show layout, dimensions of each member, and details of connections.

D. Samples: Not less than 5 inches wide by 24 inches long, showing the range of variation to be expected in appearance, including surface texture, of wood products. Apply a coat of penetrating sealer to Samples.


A. Material Certificates:

1. For timbers specified to comply with minimum allowable unit stresses. Indicate species and grade selected for each use and design values approved by ALSC's Board of Review.

2. For preservative-treated wood products. Indicate type of preservative used and net amount of preservative retained. For products receiving a waterborne treatment, include statement that moisture content of treated materials was reduced to levels specified before shipment to Project site.

B. Certificates of Inspection: Issued by lumber-grading agency for exposed timber not marked with grade stamp.


A. Timber Manufacturer Qualifications: A qualified manufacturer that is certified for chain of custody by an FSC-accredited certification body.

B. Timber Vendor Qualifications: A vendor that is certified for chain of custody by an FSC-accredited certification body.


A. Schedule delivery of materials to avoid extended on-site storage and to avoid delaying the Work.

B. Store materials under cover and protected from weather and contact with damp or wet surfaces. Provide for air circulation within and around stacks and under temporary coverings.

PART 2 - PRODUCTS

2.1 WOOD MATERIALS, GENERAL

A. Regional Materials: Timbers shall be milled within 500 miles of Project site from wood that has been harvested within 500 miles of Project site.




B. Regional Materials: Timbers shall be milled within 500 miles of Project site.

C. Certified Wood: Timbers shall be certified as "FSC Pure" according to FSC STD-01-001, "FSC Principles and Criteria for Forest Stewardship," and to FSC STD-40-004, "FSC Standard for Chain of Custody Certification."

2.2 TIMBER

A. Comply with DOC PS 20 and with grading rules of lumber-grading agencies certified by ALSC's Board of Review as applicable.

1. Factory mark each item of timber with grade stamp of grading agency.2. For exposed timber indicated to receive a stained or natural finish, apply grade stamps to

surfaces that are not exposed to view, or omit grade stamps and provide certificates of grade compliance issued by grading agency.

B. Timber Species and Grade: Douglas fir-larch or Douglas fir-larch (North); Select Structural, NLGA, WCLIB, or WWPA.

C. Moisture Content: Provide timber with 19 percent maximum moisture content at time of dressing or provide timber that is unseasoned at time of dressing but with 19 percent maximum moisture content at time of installation.

D. Dressing: Match existing.


A. Pressure treat materials with waterborne preservative according to AWPA U1; Use Category UC2 for interior construction not in contact with the ground, Use Category UC3b for exterior construction not in contact with the ground, and Use Category UC4a for items in contact with the ground.

B. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium.

1. For exposed items indicated to receive a stained or natural finish, use chemical formulations that do not contain colorants, bleed through, or otherwise adversely affect finishes.

C. Use process that includes water-repellent treatment.

D. Use process that does not include water repellents or other substances that might interfere with application of indicated finishes.

E. After treatment, redry materials to 19 percent maximum moisture content.

F. Mark treated materials with treatment quality mark of an inspection agency approved by ALSC's Board of Review.

1. For exposed items indicated to receive a stained or natural finish, mark each piece on surface that is not exposed




G. Application: Treat all heavy timber framing unless otherwise indicated.

2.4 TIMBER CONNECTORS

A. Materials: Unless otherwise indicated, fabricate from the following materials:

1. Structural-steel shapes, plates, and flat bars complying with ASTM A 36/A 36M.

B. Finish steel assemblies and fasteners with rust-inhibitive primer, 2-mil dry film thickness.

1. Primer shall comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers."

C. Hot-dip galvanize steel assemblies and fasteners after fabrication to comply with ASTM A 123/A 123M or ASTM A 153/A 153M.

2.5 MISCELLANEOUS MATERIALS

A. End Sealer: Manufacturer's standard, transparent, colorless wood sealer that is effective in retarding the transmission of moisture at cross-grain cuts and is compatible with indicated finish.

B. Penetrating Sealer: Manufacturer's standard, transparent, penetrating wood sealer that is compatible with indicated finish.

C. Low-Emitting Materials: Sealers shall comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers."

2.6 FABRICATION

A. Camber: Fabricate horizontal members and inclined members with a slope of less than 1:1, with natural convex bow (crown) up, to provide camber.

B. Shop fabricate members by cutting and restoring exposed surfaces to match specified surfacing. Finish exposed surfaces to remove planing or surfacing marks, and to provide a finish equivalent to that produced by machine sanding with No. 120 grit sandpaper.

C. Predrill for fasteners and assembly of units.

D. Where preservative-treated members are indicated, fabricate (cut, drill, surface, and sand) before treatment to greatest extent possible. Where fabrication must be done after treatment, apply a field-treatment preservative to comply with AWPA M4.

1. Use inorganic boron (SBX) treatment for members not in contact with the ground and continuously protected from liquid water.

2. Use copper naphthenate treatment for members in contact with the ground or not continuously protected from liquid water.

E. Coat crosscuts with end sealer.




F. Seal Coat: After fabricating and surfacing each unit, apply a saturation coat of penetrating sealer on surfaces of each unit except for treated wood where the treatment included a water repellent.

PART 3 - EXECUTION

3.1 INSTALLATION

A. General: Erect heavy timber framing true and plumb. Provide temporary bracing to maintain lines and levels until permanent supporting members are in place.

1. Install horizontal and sloping members with crown edge up, and provide not less than 4 inches of bearing on supports. Provide continuous members unless otherwise indicated; tie together over supports with metal strap ties if not continuous.

2. Handle and temporarily support heavy timber framing to prevent surface damage, compression, and other effects that might interfere with indicated finish.

B. Cutting: Avoid extra cutting after fabrication. Where field fitting is unavoidable, comply with requirements for shop fabrication.

C. Fitting: Fit members by cutting and restoring exposed surfaces to match specified surfacing.

1. Predrill for fasteners using timber connectors as templates.2. Finish exposed surfaces to remove planing or surfacing marks, and to provide a finish

equivalent to that produced by machine sanding with No. 120 grit sandpaper.3. Coat crosscuts with end sealer.4. Where preservative-treated members must be cut during erection, apply a field-treatment

preservative to comply with AWPA M4.

a. Use inorganic boron (SBX) treatment for members not in contact with the ground and continuously protected from liquid water.

b. Use copper naphthenate treatment for members in contact with the ground or not continuously protected from liquid water.

D. Install timber connectors as indicated.

1. Unless otherwise indicated, install bolts with same orientation within each connection and in similar connections.

2. Install bolts with orientation as indicated or, if not indicated, as directed by Architect.

3.2 ADJUSTING

A. Repair damaged surfaces and finishes after completing erection. Replace damaged heavy timber framing if repairs are not approved by Architect.




WOOD ROOF DECKING 06 1516- 1

SECTION 06 1516 - WOOD ROOF DECKING

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes solid-sawn wood roof decking


A. Product Data: For each type of product.

1. For glued-laminated wood roof decking, include installation instructions and data on lumber, adhesives, and fabrication.

2. For preservative-treated wood products, include chemical treatment manufacturer's written instructions for handling, storing, installing, and finishing treated material.

B. LEED Submittals:

1. Product Certificates for Credit MR 5: For wood roof decking. Include statement indicating cost.

a. Include statement indicating location of manufacturer and distance to Project.

b. Include statement indicating location of manufacturer, point of harvest, and distance to Project.

2. Certificates for Credit MR 6: Chain-of-custody certificates indicating that wood roof decking complies with forest certification and chain-of-custody requirements. Include statement indicating cost for each certified wood product.

3. Product Data for Credit IEQ 4.1: For sealants and installation adhesives, documentation including printed statement of VOC content.

4. Laboratory Test Reports for Credit IEQ 4.1: For adhesives and] sealants, documentation indicating that products comply with the testing and product requirements of the California Department of Public Health's (formerly, the California Department of Health Services') "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers."

5. Laboratory Test Reports for Credit IEQ 4.2: For penetrating sealer, documentation indicating that products comply with the testing and product requirements of the California Department of Public Health's (formerly, the California Department of Health Services') "Standard Method for the Testing and Evaluation of Volatile




Organic Chemical Emissions from Indoor Sources Using Environmental Chambers."

6. Product Data for Credit IEQ 4.4: For laminating adhesive used for glued-laminated roof decking, documentation indicating that product contains no urea formaldehyde.

C. Samples: 24 inches (600 mm) long, showing the range of variation to be expected in appearance of wood roof decking.


A. Research/Evaluation Reports: For glued-laminated wood roof decking indicated to be of diaphragm design and construction, from ICC-ES.


A. Manufacturer Qualifications: A qualified manufacturer that is certified for chain of custody by an FSC-accredited certification body.

B. Vendor Qualifications: A vendor that is certified for chain of custody by an FSC-accredited certification body.


A. Schedule delivery of wood roof decking to avoid extended on-site storage and to avoid delaying the Work.

B. Store materials under cover and protected from weather and contact with damp or wet surfaces. Provide for air circulation within and around stacks and under temporary coverings. Stack wood roof decking with surfaces that are to be exposed in the final Work protected from exposure to sunlight.

PART 2 - PRODUCTS

2.1 WOOD ROOF DECKING, GENERAL

A. General: Comply with DOC PS 20 and with applicable grading rules of inspection agencies certified by ALSC's Board of Review.

B. Regional Materials: Wood roof decking shall be manufactured within 500 miles (800 km) of Project site from wood that has been harvested and milled within 500 miles (800 km) of Project site.

C. Regional Materials: Wood roof decking shall be manufactured within 500 miles (800 km) of Project site.

D. Certified Wood: Wood roof decking shall be certified as "FSC Pure"[ or "FSC Mixed Credit"] according to FSC STD-01-001, "FSC Principles and Criteria for Forest




Stewardship," and to FSC STD-40-004, "FSC Standard for Chain of Custody Certification."

2.2 SOLID-SAWN WOOD ROOF DECKING

A. Standard for Solid-Sawn Wood Roof Decking: Comply with AITC 112.

B. Roof Decking Species: Balsam fir, Douglas fir-larch, Douglas fir-larch (North), hem-fir, hem-fir (North), southern pine, spruce pine-fir (North), western hemlock, or western hemlock (North).

C. Roof Decking Species: Douglas fir-larch or Douglas fir-larch (North).

D. Roof Decking Nominal Size: 3 by 6.

E. Roof Decking Grade: Match existing.

F. Grade Stamps: Factory mark each item with grade stamp of grading agency. Apply grade stamp to surfaces that are not exposed to view.

G. Moisture Content: Provide wood roof decking with 19 percent maximum moisture content at time of dressing.

H. Face Surface: Match existing.

I. Edge Pattern: Match existing.


A. Pressure treat wood roof decking according to AWPA U1; Use Category UC2.

1. For laminated roof decking, treat lumber before gluing.

B. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium.

1. For exposed items indicated to receive a stained or natural finish, use products that do not contain colorants, bleed through, or otherwise adversely affect finishes.

C. Use process that includes water-repellent treatment.

D. Use process that does not include water repellents or other substances that might interfere with application of indicated finishes.

E. After treatment, redry materials to 19 percent maximum moisture content.

F. After dressing and fabricating roof decking, apply inorganic boron according to AWPA M4 to surfaces cut to a depth of more than 1/16 inch.




2.4 ACCESSORY MATERIALS

A. Fasteners for Solid-Sawn Roof Decking: Provide fastener size and type complying with AITC 112 for thickness of deck used.

B. Fasteners for Glued-Laminated Roof Decking: Provide fastener size and type complying with requirements in "Installation" Article for installing laminated roof decking.

C. Nails: Common; complying with ASTM F 1667, Type I, Style 10.

D. Spikes: Round; complying with ASTM F 1667, Type III, Style 3.

E. Fastener Material: Hot-dip galvanized steel.

F. Installation Adhesive: For glued-laminated wood roof decking indicated to be of diaphragm design and construction, provide adhesive that complies with research/evaluation report.

1. Adhesives shall have a VOC content of 70 g/L or less.2. Adhesives shall comply with the testing and product requirements of the California

Department of Public Health's (formerly, the California Department of Health Services') "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers."

G. Sealants: Latex, complying with ASTM C 834 Type OP, Grade NF and with applicable requirements in Section 079200 "Joint Sealants," recommended by sealant manufacturer and manufacturer of substrates for intended application.


a. BASF Building Systems; Sonolac.b. Bostik, Inc; Chem-Calk 600.c. May National Associates, Inc;.d. Pecora Corporation; AC-20+.e. Schnee-Morehead, Inc., an ITW company; SM 8200.f. Tremco Incorporated; Tremflex 834.

2. Sealants shall have a VOC content of 250 g/L or less.3. Sealants shall comply with the testing and product requirements of the California


H. Penetrating Sealer: Clear sanding sealer complying with Section 099300 "Staining and Transparent Finishing" and compatible with topcoats specified for use over it.

1. Sealers shall have a VOC content of 350 g/L or less.2. Sealers shall comply with the testing and product requirements of the California


http://www.specagent.com/LookUp/?ulid=7576&mf=04&mf=95&src=wd&mf=04&src=wd










2.5 FABRICATION

A. Shop Fabrication: Where preservative-treated roof decking is indicated, complete cutting, trimming, surfacing, and sanding before treating.

B. Predrill roof decking for lateral spiking to adjacent units to comply with AITC 112.

C. Seal Coat: After fabricating and surfacing roof decking, apply a saturation coat of penetrating sealer in fabrication shop.

D. Apply indicated finish materials to comply with Section 099300 "Staining and Transparent Finishing" in fabrication shop.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine walls and support framing in areas to receive wood roof decking for compliance with installation tolerances and other conditions affecting performance of wood roof decking.


3.2 INSTALLATION

A. Install solid-sawn wood roof decking to comply with AITC 112.

1. Locate end joints for simple lay-up.

B. Install laminated wood roof decking to comply with manufacturer's written instructions.

1. Locate end joints for simple lay-up.2. Nail each course of glued-laminated wood roof decking at each support with one

nail slant nailed above the tongue and one nail straight nailed through the face.a. Use 30d nails for 3-by-6 and 3-by-8 roof decking.

3. Slant nail each course of glued-laminated wood roof decking to the tongue of the adjacent course at 30 inches o.c. and within 12 inches of the end of each unit. Stagger nailing 15 inches in adjacent courses.a. Use 8d nails for 3-by-6 and 3-by-8 roof decking.

4. Glue adjoining roof decking courses together by applying a 3/8-inch bead of adhesive to the top of tongues, according to research/evaluation report.

C. Anchor wood roof decking, where supported on walls, with bolts as indicated.

D. Where preservative-treated roof decking must be cut during erection, apply a field-treatment preservative to comply with AWPA M4.

1. For solid-sawn roof decking, use inorganic boron (SBX).




2. For laminated roof decking, use copper naphthenate.

E. Apply joint sealant to seal roof decking at exterior walls at the following locations:

1. Between roof decking and supports located at exterior walls.2. Between roof decking and exterior walls that butt against underside of roof

decking.3. Between tongues and grooves of roof decking over exterior walls and supports at

exterior walls.

3.3 ADJUSTING

A. Repair damaged surfaces and finishes after completing erection. Replace damaged roof decking if repairs are not approved by Architect.

3.4 PROTECTION

A. Provide water-resistive barrier over roof decking as the Work progresses to protect roof decking until roofing is applied.

B. If, despite protection, inorganic boron (SBX)-treated roof decking becomes wet, apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label.


N

PER PHASE VA WITH DOWNSTREAM LOADS

DOWNSTREAM LOADS

ID

AVON TOWN HALL

208Y/120

3PHASE,4WIRE+GND

42K AIC

DESCRIPTION

A - B - C

ADDITIONAL NOTES

V-A

TOTAL VA

ME Engineers Inc.

P

400

250

BKR

LOAD SUMMARY WITH DOWNSTREAM LOADS INCLUDED

TOTAL

Amps

AMP MAIN BKR

CKT

1

3

5

7

9

11

13

15

17

19

21

23

25

27

29

31

33

35

37

39

41

43

45

47

49

51

53

55

57

59

61

63

65

67

69

71

73

75

77

79

81

83

PH

Copper

CKT

2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

32

34

36

38

40

42

44

46

48

50

52

54

56

58

60

62

64

66

68

70

72

74

76

78

80

82

84

BKR P V-A

R11 OF 1

11/02/17

MDP

RECESSED

DESCRIPTION

162

ID N

NOTES:

CALC'D

CNNCTD

L

L

L

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

P

R

M

E

E

E

M

M

M

M

M

M

1. PROVIDE SHUNT TRIP BREAKER. CONNECT TO EPO

SWITCH ON BUILDING EXTERIOR. REFER TO E101.

STAIR ST-1 & ST-2

STAIR ST-1 & ST-2

BOH LTG

COUNCIL/KITCHEN 198 AC RCPT


COUNCIL/KITCHEN 198 REFR.



COUNCIL/KITCHEN 198 DISPOSAL

COUNCIL/KITCHEN 198 DISHWASHER

COUNCIL/KITCHEN 198 FLR BOX

CORRIDOR 114 RCPT



COUNCIL 141 PROJ SCREEN

A/V SIGN

ENCLAVE 121 RCPT

ENCLAVE 121 RCPT

A/V BOOTH 112 RCPT

A/V BOOTH 112 RCPT

ENCLAVE 121 COPIER

RECEPTION 105 RCPT

RM 107,119,108 RCPT

RM 140, ST-1

RECEPTION 105 WATER COOLER

COUNCIL 141 RCPT

COUNCIL 141 PROJ SCREEN

EXTERIOR RCPT

COUNCIL 141 RCPT

EXTERIOR RCPT

--SPARE--

ELEVATOR GFCI RCPT

DWCP-1

EWH-1

-----

-----

HRP-1.01

-----

-----

HRP-1.02

-----

-----

MDP.xls

17956 - 18036 - 22211

19060 - 19140 - 23418

240

240

330

180

180

500

180

180

200

1000

180

1080

360

360

200

100

900

900

360

360

1920

1080

900

540

500

900

200

720

720

180

180

4000

4000

4000

936

936

936

936

936

936

58,203

61,618

BUS:

MAINS:

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

3

<

<

3

<

<

3

<

<

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

45

15

15

CATEGORY

L - LIGHTING

R - RECEPT

R - RECEPT

M - MOTOR

LRGST MTR

X - MISC

K - KITCHEN

E - ELEC HEAT

S - SUBFEED TO A PANEL P - SPARE BKR C - SPACE

OPTIONS:

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

CONNECTED

1,810

19,140

12,328

2,808

16,340

12,000

61,618

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

40

40

20

20

20

FACTOR

125%

100%

50%

100%

25%

100%

100%

100%

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

3

>

>

2

>

2

>

1

1

1

PANEL:

SECTION:

LOCATION:

DATE:

FED FROM :

MOUNTING :

ISSUE:

372

372

372

372

372

696

500

500

500

924

924

468

840

540

540

500

500

360

360

360

360

1000

1000

1000

3600

3600

3600

3600

CALC'D V-A

2,263

10,000

4,570

12,328

702

16,340

12,000

58,203

CUH-1.01

CUH-1.02

CUH-1.03

CUH-1.04

CUH-1.05

EF-1.01

EF-1.02

EF-1.03

MECH CTRLS

FPB-1.01

FPB-1.02

FPB-1.03

FPB-1.04

STAIR 1 RCPT

STAIR 2 RCPT

SIGNAGE

SIGNAGE

COUNCIL CHAMBER CAMERA




--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

ELEVATOR CAB LTG/ACC.

-----

-----

ELECTRIC CAR CHARGER

-----

ELECTRIC CAR CHARGER

-----

--SPARE--

--SPARE--

--SPARE--

AMPS @ 208Y/120 VOLTS

6

28

13

34

2

45

33

M

M

M

M

M

M

M

M

X

M

M

M

M

R

R

L

L

X

X

X

X

P

P

P

P

P

P

P

P

P

P

P

R

R

R

X

X

X

X

P

P

P

1

1

1

1

N


DOWNSTREAM LOADS

ID

AVON TOWN HALL

208Y/120

3PHASE,4WIRE+GND

42K AIC

DESCRIPTION

A - B - C

ADDITIONAL NOTES

V-A

TOTAL VA

ME Engineers Inc.

P

400

250

BKR


TOTAL

Amps

AMP MAIN BKR

CKT

1

3

5

7

9

11

13

15

17

19

21

23

25

27

29

31

33

35

37

39

41

43

45

47

49

51

53

55

57

59

61

63

65

67

69

71

73

75

77

79

81

83

PH

Copper

CKT

2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

32

34

36

38

40

42

44

46

48

50

52

54

56

58

60

62

64

66

68

70

72

74

76

78

80

82

84

BKR P V-A

R21 OF 2

11/02/17

MDP

RECESSED

DESCRIPTION

159

ID N

NOTES:

CALC'D

CNNCTD

^ R2_2

L

L

R

R

R

R

R

R

R

R

R

R

R

R

R

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

LEVEL 2 MISC LTG

LEVEL 3 MISC LTG

CONF/TRAINING RCPT

CONF/TRAINING RCPT

CORRIDOR RCPT

IT ADMIN WORKSTATIONS

HELPDESK WORKSTATIONS

COPIER

PLOTTER

COPY RM RCPT

CONF ROOM 2 RCPT

ELEC RM RCPT

RR/SHOWER RM RCPT

VESTIBULE RCPT

HUDDLE ROOM

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

MDP.xls

18869 - 19501 - 18907

23244 - 23969 - 23072

532

245

720

900

1080

720

720

1500

1500

540

900

360

720

360

720

57,277

70,285

BUS:

MAINS:

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

CATEGORY

L - LIGHTING

R - RECEPT

R - RECEPT

M - MOTOR

LRGST MTR

X - MISC

K - KITCHEN

E - ELEC HEAT


OPTIONS:

FEED THRU LUGS

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

CONNECTED

9,821

33,300

14,608

924

1,000

11,556

70,285

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

100

FACTOR

125%

100%

50%

100%

25%

100%

65%

100%

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

3

>

>

PANEL:

SECTION:

LOCATION:

DATE:

FED FROM :

MOUNTING :

ISSUE:

696

500

468

924

840

924

468

840

468

468

500

2932

2932

2932

CALC'D V-A

12,276

10,000

11,650

14,608

231

1,000

7,511

57,277

EF-2.01

EF-2.02

FPB-2.01

FPB-2.02

FPB-2.03

FPB-2.04

FPB-2.05

FPB-2.06

FPB-2.07

FPB-2.08

MECH CONTROLS

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

DIM2

-----

-----


34

28

32

41

1

3

21

M

M

M

M

M

M

M

M

M

M

X

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

L

L

L

N


DOWNSTREAM LOADS

ID

AVON TOWN HALL

208Y/120

3PHASE,4WIRE+GND

42K AIC

DESCRIPTION

A - B - C

ADDITIONAL NOTES

V-A

TOTAL VA

ME Engineers Inc.

P

400

BKR


TOTAL

Amps

M.L.O.

CKT

85

87

89

91

93

95

97

99

101

103

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

147

149

151

153

155

157

159

161

163

165

167

PH

Copper

CKT

86

88

90

92

94

96

98

100

102

104

106

108

110

112

114

116

118

120

122

124

126

128

130

132

134

136

138

140

142

144

146

148

150

152

154

156

158

160

162

164

166

168

BKR P V-A

R22 OF 2

10/12/17

R2_1

RECESSED

DESCRIPTION

91

ID N

NOTES:

CALC'D

CNNCTD

R

R

R

R

R

K

K

K

R

R

R

R

R

R

R

R

R

R

R

R

P

K

K

K

K

K

K

P

K

K

P

P

P

P

P

P

P

P

P

P

P

P

WATER COOLER

CONF RM 3 RECS

CONF RM 3 RECS

HUDDLE 315 RECS

CONV RECEPS

BREAK 316 AC REC

BREAK 316 AC REC

BREAK 316 GARBAGE DISP.

BREAK 316 COPIER

FINANCE 303 & HUD 304 RECS

FINANCE 303 RECS

HR 307 RECS

HR 307 COPIER

WORKSTATIONS 309 RECS


KITCHEN RCPT

FUTURE TENANT SPACE RCPT



WATER ENTRY RCPT

--SPARE--

KITCHEN MICROWAVE RCPT

KITCHEN AC RCPT

KITCHEN AC RCPT

KITCHEN DISHWASHER

KITCHEN DDISPOSAL

KITCHEN AC RCPT

--SPARE--

KITCHEN REFRIGERATOR

KITCHEN REFRIGERATOR

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

MDP.xls

10893 - 10800 - 11152

14344 - 14272 - 14260

1200

720

720

540

900

1000

1000

1000

1000

900

720

900

1000

1080

720

900

360

900

360

180

1200

720

720

900

696

720

800

800

32,844

42,876

BUS:

MAINS:

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

CATEGORY

L - LIGHTING

R - RECEPT

R - RECEPT

M - MOTOR

LRGST MTR

X - MISC

K - KITCHEN

E - ELEC HEAT


OPTIONS:

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

CONNECTED

248

22,560

8,012

924

500

11,556

42,876

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

FACTOR

125%

100%

50%

100%

25%

100%

65%

100%

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

PANEL:

SECTION:

LOCATION:

DATE:

FED FROM :

MOUNTING :

ISSUE:

540

720

1000

1000

1000

720

900

720

720

360

360

360

1260

1260

80

168

500

468

468

840

840

924

468

468

840

696

500

540

500

500

500

CALC'D V-A

310

10,000

6,280

8,012

231

500

7,511

32,844

FIN MNGR 302 RECS

FINANCE 303 RECS

FINANCE 303 COPIER

BREAK 316 AC REC

BREAK 316 AC RECEP

--SPARE--

HUDDLE 320 & TM 321 RECS

BREAK 316 & PB 319 RECS

OFFICE 305 RECS

PB 318 & OFFICE 306 RECS

IDF 308 REC

IDF 308 REC

IDF 308 REC



--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

ROOF LTG

ATTIC LTG

MECH CONTROLS

FPB-3.01

FPB-3.02

FPB-3.03

FPB-3.04

FPB-3.05

FPB-3.06

FPB-3.07

FPB-3.08

EF-3.01

EF-3.02

ROOFTOP RCPT

RTU-4.01

RTU-4.02

RTU-4.03


1

28

17

22

1

1

21

R

R

R

K

K

P

R

R

R

R

R

R

R

R

R

P

P

P

P

P

P

P

P

P

P

L

L

X

M

M

M

M

M

M

M

M

M

M

R

M

M

M

1

DIM1 SCHEDULE

CONTROL ZONE I.D. LOCATION FIXTURE TYPE CONTROL TYPE TIME CLOCK DAYLIGHT OCC SENSOR CKT INFO

TOTAL VA

VA

Z-a

Z-b

Z-c

Z-d

Z-e

Z-f

Z-g

Z-h

Z-i

Z-j

Z-k

Z-m

Z-n

Z-o

Z-p

Z-q

Z-r

Z-s

Z-t

Z-u

Z-v

Z-w

Z-x

Z-y

Z-z

COUNCIL/COMMUNITY SPACE RM 141







VESTIBULES 1 & 2

EXTERIOR LIGHTING/ENTRANCE CANOPIES

FIREPLACE/WALL ACCENT LTG

RECEPTION/BREAKOUT RM 105

VESTIBULE 2 RM 111

ENCLAVE RM 121

A/V BOOTH RM 121

ENCLAVE RM 121

COUNCIL/KITCHEN RM 198





MENS RESTROOM RM 140

WOMENS RESTROOM RM 107

CORRIDOR

L5A

L11

L8

L1

L7

L11

L7

D5

S1/S2

L10

L12

L1

L1

L15

L15

D5

L4

L6

L1/L2

L7

L1

L1

L1

DALI - 1% DIMMING

0-10V DIMMING

0-10V DIMMING

0-10V DIMMING

0-10V DIMMING

0-10V DIMMING

0-10V DIMMING

ON/OFF

ON/OFF

0-10V DIMMING

ON/OFF

ON/OFF

0-10V DIMMING

0-10V DIMMING

0-10V DIMMING

ON/OFF

0-10V DIMMING

ON/OFF

0-10V DIMMING

0-10V DIMMING

ON/OFF

ON/OFF

ON/OFF

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

DIM1:1

DIM1:2

DIM1:3

DIM1:4

DIM1:5

DIM1:6

DIM1:7

DIM1:8

DIM1:9

DIM1:10

DIM1:11

DIM1:12

DIM1:13

DIM1:14

DIM1:15

DIM1:16

DIM1:17

DIM1:18

DIM1:19

DIM1:20

DIM1:21

DIM1:22

DIM1:23

DIM1:24

DIM1:25

480

56

37

96

198

56

198

24

216

185

24

32

64

44

280

30

120

6

137

270

144

112

112

2921

DIM2 SCHEDULE

CONTROL ZONE I.D. LOCATION FIXTURE TYPE CONTROL TYPE TIME CLOCK DAYLIGHT OCC SENSOR CKT INFO

TOTAL VA

VA

Z-a

Z-b

Z-c

Z-d

Z-e

Z-f

Z-g

Z-h

Z-i

Z-j

Z-k

Z-m

Z-n

Z-o

Z-p

Z-q

Z-r

Z-s

Z-t

Z-u

Z-v

Z-w

Z-x

Z-y

Z-z

Z-aa

Z-bb

Z-cc

Z-dd

Z-ee

Z-ff

Z-gg

Z-hh

Z-ii

Z-jj

Z-kk

Z-mm

Z-nn

Z-oo

Z-pp

Z-qq

Z-rr

Z-ss

Z-tt

Z-uu

Z-vv

Z-ww

Z-xx

Z-yy

Z-zz

CONFERENCE/TRAINING RM 203




HUDDLE RM 204

CONFERENCE RM 211

CONFERENCE RM 211

CONFERENCE RM 211

KITCHEN RM 218

KITCHEN RM 218

KITCHEN RM 218

HELP DESK RM 214

IT ADMINISTRATOR RM 213

OFFICE SPACE RM 221

OFFICE SPACE RM 221

OFFICE SPACE RM 221

CORRIDOR

KITCHEN RM 218

KITCHEN RM 218

CORRIDOR

VESTIBULE RM 201

HUDDLE RM 212

WORKSTATION RM 309

WORKSTATION RM 309

WORKSTATION RM 309

HR RM 307

HR RM 307

HUDDLE ACCOUNTING & HR 304

HUMAN RESOURCES DIR RM 305

ASS. TOWN MANAGER FIN. DIR RM RM 306

TOWN MANAGER RM 321

HUDDLE/TOWN ATTORNEY RM 320

CORRIDOR

BREAK RM 316

BREAK RM 316

BREAK RM 316

HUDDLE RM 315

HUDDLE RM 315

CONFERENCE RM 317

CONFERENCE RM 317

CONFERENCE RM 317

FINANCE RM 303

FINANCE RM 303

FINANCE MANAGER RM 392

VESTIBULE RM 301

HUDDLE RM 225

WELLNESS RM 207

L5A

L1A,L3

D3

L8

L5A

L4

L1A

D3

D2

L6

L7

L16

L16

L17

L17

L17

L1

L12

L15

L1

L1

D6

L17

L17

L17

L17

L17

L17

L17

L17

L16

L5

L1

L17

L1

L6

D3

L5

D3

L1A

L4

L17

L17

L17

L1

L5

L1A

DALI -1% DIMMING

0-10V DIMMING

ON/OFF

0-10V DIMMING

DALI -1% DIMMING

0-10V DIMMING

0-10V DIMMING

ON/OFF

ON/OFF

ON/OFF

0-10V DIMMING

0-10V DIMMING

0-10V DIMMING

0-10V DIMMING

0-10V DIMMING

0-10V DIMMING

ON/OFF

ON/OFF

0-10V DIMMING

ON/OFF

ON/OFF

0-10V DIMMING

0-10V DIMMING

0-10V DIMMING

0-10V DIMMING

0-10V DIMMING

0-10V DIMMING

0-10V DIMMING

0-10V DIMMING

0-10V DIMMING

0-10V DIMMING

DALI -1% DIMMING

ON/OFF

0-10V DIMMING

0-10V DIMMING

ON/OFF

ON/OFF

DALI -1% DIMMING

ON/OFF

0-10V DIMMING

0-10V DIMMING

0-10V DIMMING

0-10V DIMMING

0-10V DIMMING

ON/OFF

DALI -1% DIMMING

0-10V DIMMING

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

DIM2:1

DIM2:2

DIM2:3

DIM2:4

DIM2:5

DIM2:6

DIM2:7

DIM2:8

DIM2:9

DIM2:10

DIM2:11

DIM2:12

DIM2:13

DIM2:14

DIM2:15

DIM2:16

DIM2:17

DIM2:18

DIM2:19

DIM2:20

DIM2:21

DIM2:22

DIM2:23

DIM2:24

DIM2:25

DIM2:26

DIM2:27

DIM2:28

DIM2:29

DIM2:30

DIM2:31

DIM2:32

DIM2:33

DIM2:34

DIM2:35

DIM2:36

DIM2:37

DIM2:38

DIM2:39

DIM2:40

DIM2:41

DIM2:42

DIM2:43

DIM2:44

DIM2:45

DIM2:46

DIM2:47

DIM2:48

120

144

24

15

27

120

64

24

50

11

126

102

102

200

300

450

128

24

44

224

48

38

600

200

350

200

100

200

100

100

102

27

192

200

96

4

16

27

16

64

96

200

450

100

50

27

50

5952

R1 R2_1 R2_2

DIM1 DIM2

1

1

14143 Denver West Pkwy, Suite

300

Golden, CO 80401

303.421.6655

www.me-engineers.com

2901 Blake Street, Suite 100Denver, CO 80205303.861.8555

Denver

PROGRESS PRIN

TS

NOT FOR

CONSTRUCTION

1

A

B

C

D

E

2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6

DPA Project:

Sheet Number:

COPYRIGHT - DAVIS PARTNERSHIP, P.C.

Sheet Title:

Revisions Date No.

Sheet Information

Project Information

Issuance Date

Consultant

11/2

/2017 1

2:5

6:5

4 P

M

11/2/2

017 12:5

6:54 P

M

16906.00

E-002

AV

ON

TO

WN

HA

LL

130 W

est B

eaver

Cre

ek B

lvd.

Avon, C

O 8

1620

ELECTRICALSCHEDULES

2016

10/12/17CONSTRUCTIONDOCUMENTS

ADDENDUM #1 11/09/2017 1

DN

J

FAC

P

J

J

J

J

J

J

J

J

J

J

J

TV

1

2

3

4

5

D

C

B

A

6

7

E

STAIR 1ST-1

ELEVATOREL-1

ELEV. MACH.ROOM

104

A/V BOOTH112

ELECT.108

FURNITURESTORAGE

113

WOMENSRESTROOM

107

RECEPTION/BREAKOUT105

VESTIBULE 1101

CORRIDOR114

STAIR 2ST-2

AC

AC

AC

GFCI

GFCI

AC

GFCI

GFCI

GFCIWP

GFCIWP

E2

E3

E1

E4

MDP

GFCI

E14

E14

AC

AC

AC

AC

1.01

CUH

1.04

CUH 1.04

FPB

1.01

FPB

1.02

FPB

1.03

CUH

1.03

FPB

1.05

CUH

1.02

CUH

TO

TO

TO

TO

1.06

UH

1.01

EF

TO

1.02

EF

TO

TO

TO

TO

1.02

HRP

TO

GFCI

E17

E16

E15

E19

1

EWH

1

DWCP

TO

MENSRESTROOM

140

JAN. / WATERENTRY

150

E21

GFCI

+48"

E13

GFCI

E22

E23

R1

VESTIBULE 2111

COUNCILKITCHEN

198

COUNCIL/COMMUNITYSPACE

141

GFCIWP

GFCIWP

GFCIWP

GFCIWP

ENCLAVE121

CORRIDOR119

1.01

HRP

R1:73,75,77

R1:79,81,83

R1:67,69,71

R1:65

1.03

EF

R1:2

TO

R1:6

R1:10

R1:4

R1:8

TO

R1:16

R1:12

R1:14

R1:18

(PART)

R1:18

(PART)

R1:18

(PART)

R1:18

(PART)

R1:18

(PART)

R1:18

(PART)

R1:26

R1:20

R1:22

R1:24

E27ELECTRICAL BUILDING800A/3P/NF/NEMA 3RDISCONNECTWITH CT CABINET

R1:7,9,119,11

11

R1:13,15,17

R1:19

R1:21

R1:23

R1:25,27

27

R1:29

R1:31

R1:33

R1:35

R1:37,39

39

R1:41

R1:43

R1:45

R1:49

R1:61

R1:51 R1:53

R1:55

R1:59

MDP (RE:E-001)

R1:66,68,70

15,17

17

R1:63

R1:47

R1:28

(PART)

R1:30

(PART)

GROUNDBAR

GFCI

R1:57

E28

R1:32

E28

R1:34

GFCITO

R1:36,38,40

38,40

40

R1:42

E29

E29

E29

E29

1

1


300

Golden, CO 80401

303.421.6655



Denver

PROGRESS PRIN

TS

NOT FOR

CONSTRUCTION

1

A

B

C

D

E

2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6

DPA Project:

Sheet Number:


Sheet Title:

Revisions Date No.

Sheet Information

Project Information

Issuance Date

Consultant

11/2

/2017 1

2:5

6:5

9 P

M

11/2/2

017 12:5

6:59 P

M

16906.00

E-101

AV

ON

TO

WN

HA

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1/4" = 1'-0"1

LEVEL 1 ELECTRICAL PLAN

1. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL MECHANICAL UNITS WITH MECHANICAL CONTRACTOR.

2. ALL EXPOSED CONDUIT SHALL BE ROUTED PERPENDICULAR, PARALLEL, AND TIGHT TO COLUMNS AND BEAMS. ALL EXPOSED CONDUIT ROUTING SHALL BE COORDINATED WITH ENGINEER AND ARCHITECT PRIOR TO INSTALLATION. NO ADDITIONAL COST TO OWNER WILL BE ALLOWED FOR RELOCATING CONDUIT DUE TO THE LACK OF COORDINATION WITH ARCHITECT.

3. ALL BACK BOXES SHALL BE FLUSH MOUNTED UNLESS NOTED OTHERWISE. ALL VERTICAL SECTIONS OF CONDUIT SHALL BE CONCEALED. CONTRACTOR SHALL COORDINATE INSTALLATION OF CONDUIT AND BACK BOXES IN CONCRETE, MASONRY AND GYP. WALLS.

4. MAXIMUM OF (5) DUPLEX RECEPTACLES PER CIRCUIT.

5. PROVIDE 120V 20A DUPLEX RECEPTACLE FOR EACH TELEVISION LOCATION. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. MAXIMUM OF (4) TELEVISIONS PER CIRCUIT. ROUTE ALL TELEVISION CIRCUITS THROUGH LIGHTING CONTROL SYSTEM.

6. CALCULATE 120V BRANCH CIRCUITS AS FOLLOWS:

a. PROVIDE A DEDICATED CIRCUIT FOR ALL EQUIPMENT INDICATED ON ARCHITECTURAL DRAWINGS, INCLUDING REFRIGERATORS, VENDING MACHINES, ETC.

b. 25% OF ALL 120V NEMA 5-20R RECEPTACLES SHALL BE ON DEDICATED CIRCUITS.

8. THIS CONTRACTOR SHALL REFER TO "MEP" SERIES DRAWINGS FOR ALL MECHANICAL EQUIPMENT ELECTRICAL CONNECTIONS.

9. CIRCUITS TO ALL MECHANICAL EQUIPMENT SHALL BE DEDICATED UNLESS NOTED OTHERWISE.

10. ALL 120V LIGHTING CIRCUITS TERMINATING AT LIGHTING CONTROL PANELS SHALL HAVE A MINIMUM LENGTH OF 20 FEET BETWEEN LIGHTING CONTROL PANEL AND BRANCH LIGHTING PANEL.

11. PROVIDE (1) DEDICATED 120V 20A CIRCUIT FOR EACH JBT AND (3) DEDICATED 120V 20A CIRCUITS FOR EACH JBE.

GENERAL NOTES:

KEYNOTES

E1 PROVIDE 120V,20A DEDICATEDCIRCUIT FOR CONNECTION TOCOPIER/PRINTER. COORDINATELOCATION WITH ARCHITECT PRIORTO ROUGH-IN.

E2 PROVIDE 120V,20A DEDICATEDCIRCUIT FOR CONNECTION TOREFRIGERATOR. COORDINATELOCATION WITH ARCHITECT PRIORTO ROUGH-IN.

E3 PROVIDE 120V,20A DEDICATEDCIRCUIT FOR CONNECTION TODISHWASHER. COORDINATELOCATION WITH ARCHITECT PRIORTO ROUGH-IN.

E4 PROVIDE 120V,20A DEDICATEDCIRCUIT FOR CONNECTION TO FIREPLACE. COORDINATE LOCATIONAND POWER REQUIREMENTS WITHMANUFACTURER PRIOR TOROUGH-IN.

E13 PROVIDE 120V,20A DEDICATEDCIRCUIT FOR CONNECTION TOELECTRIC WATER COOLER.

E14 PROVIDE 120V,20A DEDICATEDCIRCUIT FOR CONNECTION TODROP-DOWN PROJECTION SCREENMOTOR.

E15 PROVIDE 400A/3P FUSIBLEDISCONNECT WITH 225A CLASS JFUSES FOR CONNECTION TOELEVATOR CONTROLLER. PROVIDEALL FINAL POWER SUPPLYCONNECTION TO ELEVATORCONTROLLER AS SPECIFIED PERMANUFACTURER INSTALLATIONINSTRUCTIONS. LOCATEDISCONNECT ADJACENT TOELEVATOR MACHINE ROOM DOOR.

E16 PROVIDE 30A/3 FUSIBLEDISCONNECT WITH 20A FRN FUSESFOR 120V, 20A, ELEVATOR CAB FANAND LIGHTING CONNECTION.

E17 PROVIDE 120V,20A DEDICATEDCIRCUIT TO ELEVATOR PIT GFCIRECEPTACLE.

E19 PROPOSED LOCATION OF 600A/3PMAIN UTILITY DISCONNECT AND CTCABINET AND METER.COORIDINATE WITH UTILTIY ANDARCHITECT PRIOR TOINSTALLATION.

E21 ACTIVATION OF SMOKE DETECTORSHALL ACTIVATE ELEVATORRECALL.

E22 PROVIDE 20A,120V DEDICATEDCIRCUIT FOR CONNECTION TOGARBAGE DISPOSAL. COORDINATELOCATION WITH ARCHITECT PRIORTO ROUGH-IN.

E27 PROVIDE EPO SWITCH WITHBUBBLE COVER WITH CONNECTIONTO 40A/2P SHUNT TRIP CIRCUITBREAKERS IN PANEL R1 SERVINGELECTRICAL VEHICLE CARCHARGERS. CONFIRM EXACTLOCATION WITH ARCHITECTRPRIOR TO INSTALLATION.

E28 PROVIDE 120V POWERCONNECTION FOR SIGNAGE.COORDINATE LOCATION WITHARCHITECT PRIOR TO ROUGH IN.

E29 PROVIDE CEILING MOUNTED QUADRECEPTACLE WITH DEDICATION120V CIRCUIT FOR CONNECTION TOCEILING MOUNTED CAMERAS.COORDINATE EXACT LOCATOINWITH A/V CONTRACTOR ANDARCHITECT PRIOR TO ROUGH-IN.

ADDENDUM #1 11/09/2017 1

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2

3

4

5

D

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B

A

6

7

E

CONF/TRAINING

203

HUDDLE212

STAIR 1ST-1

ELEVATOREL-1

LEASABLESPACE / STOR

217

BIKES202

CORRIDOR219

CORRIDOR215

CONFERENCEROOM 2

211

HUDDLEROOM

204

KITCHEN218

ITADMINISTRATOR

213

HELP DESK214

COPY/MAIL/RECYCLE216

STAIR 2ST-2

CORRIDOR220GFCI

GFCI

GFCI

GFCI

GFCI

E6

E2

E2

E3

E5

GFCI

GFCIAC

GFCIAC

GFCIAC

GFCIAC

GFCIAC

GFCIAC

GFCIAC GFCI

AC

2.07

FPB

2.01

FPB

2.02

FPB

2.03

FPB 2.04

FPB

2.05

FPB

2.06

FPB

2.01

EF

TO2.02

EF

TO

TO

TO

TO

TO

TO

TO

TWCS

E21

E20

+48"

GFCI

A/V

A/V

E22

R2

DIM2

VEST.201

107.91 SF

WOMEN205

62.70 SF

ELEC.208

29.79 SF

MEN206

53.38 SF

FUTURETENANTSPACE

2211406.41 SF

FUTURETENANTSPACE

2211406.41 SF

WATER PUMPROOM

223100.04 SF

R2:4

R1:2

2.08

FPB

TO

R2:20

R2:18

R2:6

R2:8

R2:10

R2:12

R2:14

R2:2.06

E1

R2:5,7

7

R2:9

(PART)

R2:11,13

13

R2:15

R2:17

R2:21

R2:19

R2:25

(PART)

R2:25

R2:23 GFCI

(PART)

R2:23

(PART)

R2:27

GFCI

R2:22

(PART)

R2:22

(PART)

R2:22

(PART)

R2:22

(PART) R2:127,129,131

129,131

131

R2:133,135,137135,137

137

R2:139,141,143

141,143

143

R2:115

R2:117

R2:119,121

121

R2:123

R1:30

(PART)

R1:28

(PART)

DIM1

HUDDLE225

WELLNESSROOM

207

GFCIAC

TO

R2:29

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2016


1. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL MECHANICAL UNITS WITH MECHANICAL CONTRACTOR.

2. ALL EXPOSED CONDUIT SHALL BE ROUTED PERPENDICULAR, PARALLEL, AND TIGHT TO COLUMNS AND BEAMS. ALL EXPOSED CONDUIT ROUTING SHALL BE COORDINATED WITH ENGINEER AND ARCHITECT PRIOR TO INSTALLATION. NO ADDITIONAL COST TO OWNER WILL BE ALLOWED FOR RELOCATING CONDUIT DUE TO THE LACK OF COORDINATION WITH ARCHITECT.

3. ALL BACK BOXES SHALL BE FLUSH MOUNTED UNLESS NOTED OTHERWISE. ALL VERTICAL SECTIONS OF CONDUIT SHALL BE CONCEALED. CONTRACTOR SHALL COORDINATE INSTALLATION OF CONDUIT AND BACK BOXES IN CONCRETE, MASONRY AND GYP. WALLS.

4. MAXIMUM OF (5) DUPLEX RECEPTACLES PER CIRCUIT.

5. PROVIDE 120V 20A DUPLEX RECEPTACLE FOR EACH TELEVISION LOCATION. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. MAXIMUM OF (4) TELEVISIONS PER CIRCUIT. ROUTE ALL TELEVISION CIRCUITS THROUGH LIGHTING CONTROL SYSTEM.

6. CALCULATE 120V BRANCH CIRCUITS AS FOLLOWS:

a. PROVIDE A DEDICATED CIRCUIT FOR ALL EQUIPMENT INDICATED ON ARCHITECTURAL DRAWINGS, INCLUDING REFRIGERATORS, VENDING MACHINES, ETC.

b. 25% OF ALL 120V NEMA 5-20R RECEPTACLES SHALL BE ON DEDICATED CIRCUITS.

8. THIS CONTRACTOR SHALL REFER TO "MEP" SERIES DRAWINGS FOR ALL MECHANICAL EQUIPMENT ELECTRICAL CONNECTIONS.

9. CIRCUITS TO ALL MECHANICAL EQUIPMENT SHALL BE DEDICATED UNLESS NOTED OTHERWISE.


11. PROVIDE (1) DEDICATED 120V 20A CIRCUIT FOR EACH JBT AND (3) DEDICATED 120V 20A CIRCUITS FOR EACH JBE.

GENERAL NOTES:

KEYNOTES

E1 PROVIDE 120V,20A DEDICATEDCIRCUIT FOR CONNECTION TOCOPIER/PRINTER. COORDINATELOCATION WITH ARCHITECT PRIORTO ROUGH-IN.

E2 PROVIDE 120V,20A DEDICATEDCIRCUIT FOR CONNECTION TOREFRIGERATOR. COORDINATELOCATION WITH ARCHITECT PRIORTO ROUGH-IN.

E3 PROVIDE 120V,20A DEDICATEDCIRCUIT FOR CONNECTION TODISHWASHER. COORDINATELOCATION WITH ARCHITECT PRIORTO ROUGH-IN.

E5 PROVIDE 120V,20A DEDICATEDCIRCUIT FOR CONNECTION TOMICROWAVE. COORDINATELOCATION WITH ARCHITECT PRIORTO ROUGH-IN.

E6 PROVIDE 120B,20A DEDICATEDCIRCUIT FOR CONNECTION TOPLOTTER.

E20 PROVIDE TWO WAYCOMMUNICATIO NSYSTEM CALLBOX AND RESCURE ASSISTANCEPER CODE.

E21 ACTIVATION OF SMOKE DETECTORSHALL ACTIVATE ELEVATORRECALL.

E22 PROVIDE 20A,120V DEDICATEDCIRCUIT FOR CONNECTION TOGARBAGE DISPOSAL. COORDINATELOCATION WITH ARCHITECT PRIORTO ROUGH-IN.

1/4" = 1'-0"1

LEVEL 2 ELECTRICAL PLAN

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??

VESTIBULE 1101

MENSRESTROOM

140

MENSRESTROOM

140

CORRIDOR114

RECEPTION/BREAKOUT105

ELEV. MACH.ROOM

104

STAIR 2ST-2

CORRIDOR119

FURNITURESTORAGE

113

A/V BOOTH112

VESTIBULE 2111

JAN. / WATERENTRY

150

WOMENSRESTROOM

107

ELECT.108 L1

X1

X1

X1

X1

X1

X1

X1

X1

X1

X1

X1

L1L1

D5

D5

L1 L1

S1

S1

S1S1

S1

S1

S1

S1

S1

S1

S1

S1

S1S1

S1

L2

EM

EM

L1

L11 L11 L11 L11 L11 L11

L8

L8

L5A

L5A

L5A

L5A

L5A

L5A

L5A

L5A

L5A

L5A

L5A

L5A

D5

L1

L1

D5

EM

EM

L11

L11

L11

L11

L11

L11

L1

L1

L1

L1

L1

EM

D5

D5

D5

D5

L6

L6

L1

L1

L1

L1

L1

L1

L1

L1

L1

L1

L1

L1

L1

L1

EM

L1

L1

L1

L1L1

L1

L1

L1

L13

L13

L13

L13

L14

L14

L14

L14

L15

L15

L15

L15

L15

L15

L15

L15

L15

L15

L15

L14

L14

S2

S2

S2

S2

h

h

t

t

t t t

b

a

c

a

a

a

a

a

a

a

a

d

d

d

d

d

f

m

m

h

h

s

s

UP

t

np

n

n

n,p

p

p

p

p

p

p

p

p

p

n,p

d

b,e

b,e

f,g

f,g

q

rs

L2

EM

EM

S2 S2

t

t

L2

L2

L7-10'

L7-20'

a

a

EM

L10

L1

X1

L12L12 L12

b b b b b

c

c

c

a

f

f

f

f

f

gL7-22'

L8

L8

L8

i

i

i

i

i iii

ii i

i

i

i

i

i

i

i

i

i

i

k k k

m

m

q

q

q

q

L4

r

r

L1

COUNCIL/COMMUNITYSPACE

1411755.67 SF

ENCLAVE121

850.76 SF

COUNCILKITCHEN

198242.17 SF

DIM1:17

DIM1:15

DIM1:16

j

DIM1:10(PART)

DIM1:7

DIM1:6

DIM1:12

m

DIM1:8(PART)

DIM1:2

L7-20e

DIM1:5

c

DIM1:3

DIM1:1

a

a

DIM1:4

d

EM

X1

L1

d

EM

d

DIM1:20

u

ut,u

DIM1:19

t,u

t,u

DIM1:8(PART)

v

v

v

v

v

v

v

v

v

DIM1:21

EM

R1:5(PART)

R1:5(PART)

EM

EM

R1:5(PART)

DIM1:11

w

w

w

w

w

w

DIM1:22

w

DIM1:15

p

p

p

L1

DIM1:13

n,p

n

n

DIM1:23(PART)

x

x

x

x

o

DIM1:14

o

R1:5(PART)

x

x

x

x

DIM1:23(PART)

R1:1(PART)

R1:3(PART)

DIM1:9

t,u

x

R1:1(PART)

R1:3(PART)

UP

UP

UP

UP

EM

L4

L4

L4

L4

L4

L4

L4

L4

L4

L4

L4

L4

L4

tu

k

x

X1L4

X1

L4

EM

EM

EM

EM

EM

EM

EM

EM

EM

EMEM

EM

L14

EM

L7

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LEVEL 1 LIGHTINGPLAN

2016


1. REFER TO SHEET E-003 FOR LIGHT FIXTURE SCHEDULE.

2. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR ALL FIXTURE LOCATIONS WITHIN A CEILING OR CEILING GRID. FOR AREAS WITHOUT CEILINGS, FIXTURE LOCATIONS ARE DIAGRAMMATIC. THE INTENT IS TO ALIGN, CENTER, OR SPACE FIXTURES BETWEEN ARCHITECTURAL AND STRUCTURAL ELEMENTS.

3. ALL SURFACE MOUNTED CONDUIT SHALL BE ROUTED PERPENDICULAR AND PARALLEL TO BEAMS AND COLUMNS. ALL CONDUIT ROUTING SHALL BE COORDINATED WITH THE ARCHITECT PRIOR TO INSTALLATION AND INSTALLED IN A NEAT AND CONSISTENT MANNER. ALL SURFACE MOUNTED CONDUIT WHERE EXPOSED TO PUBLIC AREAS SHALL BE PAINTED. PAINT COLOR TO BE DETERMINED BY THE ARCHITECT.

4. FIELD VERIFY EXACT FIXTURE LENGTHS FOR CONTINUOUS ILLUMINATION FOR COVES AND LINEAR RUNS. PROVIDE CONTINUOUS ILLUMINATION WITH NO MORE THAN A 6" GAP BETWEEN THE END OF THE EDGE OF THE WALL / CEILING AND THE FIXTURE.

5. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR FOR PLACEMENT OF FIXTURES WITHIN MECHANICAL ROOMS.

6. ALL EXIT LIGHTS OF ALL TYPES SHALL BE MOUNTED AT 8'-0" AFF UNLESS OTHERWISE NOTED. PROVIDE EXIT SIGNS IN ALL PATH OF EGRESS. THERE SHOULD NOT BE MORE THAN 80' SPACING BETWEEN EXIT SIGNS.

7. A MINIMUM OF 30 FOOTCANDLES SHALL BE PROVIDED FOR ALL UNDEFINED SPACES.

8. FIXTURES WITHIN THE FIRE COMMAND CENTER, ELECTRICAL, TELECOMMUNICATION, MECHANICAL AND FIRE PUMP ROOMS SHALL BE ON STANDBY POWER.

9. HALF OF LIGHT FIXTURES IN STAIRWAYS SHALL BE ON EMERGENCY POWER AND HALF ON NORMAL POWER.

10. PROVIDE FIXTURES ON EMERGENCY POWER TO ACHIEVE 1FC AVERAGE AND 0.1 FC MINIMUM IN ALL EGRESS PATHS.

11. CALCULATE LIGHTING BRANCH CIRCUITS AS FOLLOWS: MAXIMUM OF 2000WATTS FOR 277V CIRCUITS AND 1000WATTS FOR 120V CIRCUITS.


13. PROVIDE AT LEAST TWO FIXTURES ON EMERGENCY POWER IN ALL RESTROOMS AND CONCESSION SPACES.

14. PROVIDE A LIGHTING CONTROL SYSTEM WHICH MEETS THE REQUIREMENTS OF THE ADOPTED ENERGY CODE, INCLUDING BUT NOT LIMITED TO THE FOLLOWING:

a. COMPUTER CONTROLLED LIGHTING CONTROL SYSTEM PER THE SPECIFICATIONS.

b. LOW VOLTAGE OVERRIDES READILY ACCESSIBLE FOR NORMALLY OCCUPIED SPACES. ONE CONTROL FOR EVERY 5000 SF OF SPACE.

d. ALL CONFERENCE ROOMS, OFFICES, BREAK ROOMS AND MEETING ROOMS SHALL HAVE DUAL TECHNOLOGY OCCUPANCY SENSORS.

15. THE LIGHTING CONTROL SYSTEM SHALL INCLUDE PROVISIONS FOR SERVING THE FACILITY'S EGRESS/EXIT LIGHTING AND SHALL BE UL 924 LISTED.

16. ALL AREAS SHALL BE CONTROLLED VIA THE LIGHTING CONTROL SYSTEM. LOCATE A 48 RELAY LIGHTING CONTROL PANEL ADJACENT TO EACH LIGHTING PANEL.

17. EM BATTERY PACK SHALL BE CONTROLLED BY LOCAL SWITCHING UNDER NORMAL POWER, AND SWITCH TO FULL BRIGHT UPON LOSS OF NORMAL POWER

GENERAL NOTES:

1/4" = 1'-0"1

LEVEL 1 LIGHTING PLAN

KEYNOTES

L2 PROVIDE DIMMER SWITCH WITHINTEGRAL OCCUPANCY SENSOR.

L4 CIRCUIT EXIT SIGN TO R1:28.

L7 PROVIDE TOUCHSCREEN DIMMINGSTATION TO PROVIDE OVERRIDECONTROL IN SPACE. COORDINATEEXACT LOCATION WITH ARCHITECT,PRIOR TO ROUGH-IN.

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MECHANICALSCHEDULES

2016


D. VAV UNIT - PROVIDE VFD ON SA FAN

C. PROVIDE INTAKE HOOD AND 100% OSA ECONOMIZER.

B. PROVIDE POWER ASSISTED VENTING.

A. PROVIDE ELECTRONIC SPARK IGNITION AND MODULATING GAS VALVE.

REMARK NOTES

12. PROVIDE VARIABLE SPEED COMPRESSORS.

11. PROVIDE 20" CURB.

10. PROVIDE DUCT SMOKE DETECTORS IN THE SUPPLY AND RETURN AIR OF ALL UNITS 2000 CFM OR GREATER.

9. JOBSITE ELEVATION= 7200 FT.

8. HEATING AND COOLING CAPACITIES AND FAN STATIC PRESSURES ARE AT JOBSITE ALTITUDE.

7. PROVIDE MANUFACTURERS RECOMMENDED SERVICE CLEARANCE AROUND ENTIRE UNIT.

6. PROVIDE FULL PERIMETER ROOF CURB.

5. CAPACITY BASED ON 95F AMBIENT TEMPERATURE.

4. PROVIDE OUTSIDE AIR MONITORING STATIONS AT EACH RTU.

3. PROVIDE HIGH EFFICIENT FILTERS.

2. PROVIDE 2" MERV 8 FILTERS DURING CONSTRUCTION AND 2" MERV 13 POST CONSTRUCTION.

1. PROVIDE PREMIUM EFFICIENCY MOTORS FOR MOTORS 1 HP AND OVER PER MENA STANDARD MG1-2003, TABLES 12-12 AND 12-13.

GENERAL NOTES

4.03 TRANE / YZD180 3RD LEVEL 7100 1.1 5 4.32 750 7100 0.3 5 74.4 58.0 155.8 153.2 250 200 12.5 19.7 208 3 24.5 44.1 60A/3P 40A CLASS J (3#6,#10G)1"C 208 3 80 100A/3P 90A CLASS J (4#2,#8G)1-1/2"C A,B,C,D

4.02 TRANE / YZD210 2ND LEVEL 7350 1.17 5 4.77 750 7350 0.3 5 74.4 58.0 173.5 167.1 250 200 12.2 18.9 208 3 24.5 44.1 60A/3P 40A CLASS J (3#6,#10G)1"C 208 3 91 100A/3P 100A CLASS J (4#1,#8G)2"C A,B,C,D

4.01 TRANE / YZD180 1ST LEVEL 5100 1.34 5 3.04 1000 5100 0.5 5 74.8 58.3 128.2 123.1 250 200 12.4 19.6 208 3 24.5 44.1 60A/3P 40A CLASS J (3#6,#10G)1"C 208 3 77 100A/3P 90A CLASS J (4#2,#8G)1-1/2"C A,B,C,D

(RTU) MODEL SERVED CFM (IN.) HP BHP CFM CFM (IN.) HP DB WB MBH MBH IN OUT EER IEER V PH MCA MOCP SWITCH FUSE FEEDER V PH MCA SWITCH FUSE FEEDER REMARKS

CODE MANUFACTURER/ AREA ESP OSA ESP EAT (F) TOTAL SENS DISC. DISC.

SUPPLY FAN MIN. EXHAUST FAN COOLING CAP. HEATING (MBH) EFFICIENCY EXHAUST FAN ELECTRICAL ELECTRICAL

WHAT

1. ATC CONTRACTOR TO PROVIDE 3-WAY CONTROL VALVE PACKAGE.

REMARK NOTES

11. PLENUM RETURN INLET DUCT SIZE TO MATCH UNIT FLANGED CONNECTION SIZE.

10. PROVIDE ECM MOTORS.

9. PROVIDE RETURN AIR SMOKE DETECTOR FOR BOX EXCEEDING 2000 CFM.

8. MOUNT WITH 3 STRAIGHT DUCT DIAMETERS UPSTREAM OF THE BOX.

7. ATC CONTRACTOR TO PROVIDE 2- WAY CONTROL VALVE PACKAGE UNLESS NOTED OTHERWISE (SEE REMARKS)

6. PROVIDE FLEXIBLE CONNECTION ON INLET AND DISCHARGE.

5. CONTROLS PROVIDED BY TEMPERATURE CONTROL CONTRACTOR AND MOUNTED AT THE FACTORY. SEE SPECIFICATIONS.

4. PRIMARY AIR S.P. IS MAXIMUM ALLOWABLE FOR MAXIMUM AIR FLOW LISTED.

3. FAN PERFORMANCE BASED ON MEDIUM SPEED UNLESS OTHERWISE NOTED.

2. PROVIDE 1" TA FILTERS ON FAN INLET.

1. EWT = 130ºF, LWT=115ºF. NO GLYCOL.

GENERAL NOTES:

3.08 PRICE / FDV30 FINANCE MGR / FINANCE EXT. / VESTIBULE 10 400 1000 221 1350 600 0.3 1/2 115 1 7 $TO - (2#12,#12G)3/4"C 64.0 13.6 2.1 0.1 1.1 22

3.07 PRICE / FDV20 HUDDLE 304 8 190 475 132 800 285 0.3 1/3 115 1 3.9 $TO - (2#12,#12G)3/4"C 64.0 6.6 3.2 0.0 5.2 22 A

3.06 PRICE / FDV20 HR 306 10 280 700 221 1350 420 0.3 1/3 115 1 3.9 $TO - (2#12,#12G)3/4"C 64.0 9.7 1.1 0.1 0.4 22

3.05 PRICE / FDV40 WORKSTATION - SE FACE 14 800 2000 439 3000 1200 0.3 1/2 115 1 7.7 $TO - (2#12,#12G)3/4"C 64.0 27.8 4.4 0.3 4.7 22

3.04 PRICE / FDV30 WORKSTATION - SW FACE 10 420 1050 221 1350 630 0.3 1/2 115 1 7 $TO - (2#12,#12G)3/4"C 64.0 14.6 2.6 0.1 1.6 22 A

3.03 PRICE / FDV30 BREAK 315 12 640 1600 310 2100 960 0.3 1/2 115 1 7 $TO - (2#12,#12G)3/4"C 64.0 22.2 2.6 0.2 2.0 22 A

3.02 PRICE / FDV20 HUDDLE 314 8 170 425 132 800 255 0.3 1/3 115 1 3.9 $TO - (2#12,#12G)3/4"C 64.0 5.9 2.0 0.0 2.4 22

3.01 PRICE / FDV20 CONFERENCE 313 8 230 575 132 800 345 0.3 1/3 115 1 3.9 $TO - (2#12,#12G)3/4"C 64.0 8.0 0.8 0.0 0.2 22

2.08 PRICE / FDV20 WELLNESS ROOM 207 8 240 600 132 800 360 0.3 1/3 115 1 3.9 $TO - (2#12,#12G)3/4"C 64.0 8.0 0.8 0.0 0.2 22 A

2.07 PRICE / FDV20 VESTIBULE / BIKES / CORRIDORS 10 320 800 221 1350 480 0.3 1/3 115 1 3.9 $TO - (2#12,#12G)3/4"C 64.0 11.1 1.4 0.1 0.6 22

2.06 PRICE / FDV30 CONFERENCE / TRAINING 203 12 480 1200 310 2100 720 0.3 1/2 115 1 7 $TO - (2#12,#12G)3/4"C 64.0 16.7 3.9 0.2 3.1 22 A

2.05 PRICE / FDV20 HUDDLE ROOM 204 8 150 375 132 800 225 0.3 1/3 115 1 3.9 $TO - (2#12,#12G)3/4"C 64.0 5.2 1.3 0.0 1.3 22

2.04 PRICE / FDV40 FUTURE TENANT SPACE - SE FACE 14 800 2000 439 3000 1200 0.3 1/2 115 1 7.7 $TO - (2#12,#12G)3/4"C 64.0 27.8 4.4 0.3 4.7 22 A

2.03 PRICE / FDV30 FUTURE TENANT SPACE - SW FACE 12 440 1100 310 2100 660 0.3 1/2 115 1 7 $TO - (2#12,#12G)3/4"C 64.0 15.3 3.0 0.1 2.0 22 A

2.02 PRICE / FDV40 KITCHEN & ENGG TABLE 14 680 1700 439 3000 1020 0.3 1/2 115 1 7.7 $TO - (2#12,#12G)3/4"C 64.0 23.6 3.0 0.2 2.4 22 A

2.01 PRICE / FDV20 CONFERENCE 211 10 280 700 221 1350 420 0.3 1/3 115 1 3.9 $TO - (2#12,#12G)3/4"C 64.0 9.7 1.1 0.1 0.4 22

1.04 PRICE / FDV30 RECEPTION / BREAKOUT / CORRIDOR 10 420 1050 221 1350 630 0.3 1/2 115 1 7 $TO - (2#12,#12G)3/4"C 64.0 14.6 2.6 0.1 1.6 22 A

1.03 PRICE / FDV20 HUDDLE / KITCHEN COUNSEL / CORRIDOR 10 300 750 221 1350 450 0.3 1/3 115 1 3.9 $TO - (2#12,#12G)3/4"C 64.0 10.4 1.2 0.1 0.5 22

1.02 PRICE / FDV30 COUNCIL / PUBLIC - SE FACE 14 1020 2000 439 3000 980 0.3 1/2 115 1 7.7 $TO - (2#12,#12G)3/4"C 62.4 24.0 3.6 0.2 3.2 22 A

1.01 PRICE / FDV30 COUNCIL / PUBLIC - WEST FACE 14 1020 2000 439 3000 980 0.3 1/2 115 1 7.7 $TO - (2#12,#12G)3/4"C 62.4 24.0 3.6 0.2 3.2 22 A

(FPB) MODEL NO. AREA SERVED (DIA.) CFM CFM CFM CFM CFM "W.C. HP VOLT PH FLA DISCON. FUSE FEEDER M.A.T. MBH GPM "W.C. FT N.C. NOTES

CODE MANUFACTURER / INLET MIN. MAX. MIN. MAX. S.P. CAP. APD WPD MAX REMARK

DESIGN AIR CAPACITY FAN SECTION ELECTRICAL HEATING COIL

FAN POWERED VAV BOX SCHEDULE (HYDRONIC)

5. PROVIDE 2-WAY CONTROL VALVES.

4. EWT = 130ºF, LWT=115ºF. NO GLYCOL.

3. MAXIMUM NC LEVELS ARE RADIATED SOUND DATA AND BASED ON THE MAXIMUM BOX CFM LISTED AND AT A PRESSURE DROP ACROSS THE BOX OF 2.0".

2. MOUNT WITH 5 STRAIGHT DUCT DIAMETERS UPSTREAM OF THE BOX.

1. CONTROLS SHALL BE BY MANUFACTURER OR BY CONTROL MANUFACTURER AND INSTALLED AT THE FACTORY (SEE SPECIFICATIONS).

GENERAL NOTES

3.05 WORKSTATION INTERIOR / PH. BOOTH / CORRIDOR... PRICE SDV 9 700 280 280 1050 167 6.2 1.5 0.08 0.4 3/4 25 9 14 X 12.5

3.04 TOWN MANAGER 321 PRICE SDV 5 185 74 74 350 63 1.6 0.2 0.02 0.03 3/4 22 5 12 X 8

3.03 HUDDLE 320 / PHONE BOOTH PRICE SDV 5 275 110 110 350 63 2.5 0.3 0.06 0.08 3/4 22 5 12 X 8

3.02 HR DIRECT. / ASST TOWN MGR PRICE SDV 7 375 150 150 650 99 3.3 0.9 0.08 0.36 3/4 25 7 12 X 10

3.01 FINANCE 303 / CORRIDOR 311 /ALCOVE ROOM PRICE SDV 7 475 190 190 650 99 4.2 0.9 0.08 0.49 3/4 25 7 12 X 10

2.02 2ND FLOOR INTERIOR ROOMS PRICE SDV 10 850 340 340 1350 221 7.6 3.3 0.11 1.46 3/4 25 10 14 x 12.5

2.01 FUTURE TENANT SPACE INTERIOR PRICE SDV 12 1200 480 480 2100 304 10.7 1.5 0.06 0.58 3/4 27 12 16 X 15

1.03 ENCLAVE PRICE SDV 9 800 320 320 1050 167 7.1 2.4 0.1 0.85 3/4 25 9 14 X 12.5

1.02 FURN. STORAGE / AV BOOTH PRICE SDV 5 200 80 80 350 63 1.8 0.2 0.03 0.05 3/4 22 5 12 X 8

1.01 COUNCIL / PUBLIC INTERIOR PRICE SDV 10 900 360 360 1350 221 8.0 4.0 0.12 2.08 3/4 25 10 14 x 12.5

(VAV) AREA SERVED MODEL NO. MAX MAX MIN MAX. MIN. MBH GPM "W.C. FT SIZE DESIGN MAX. SIZE SIZE

CODE MANUFACTURER/ COOLING HEATING DESIGN CAP. APD WPD CONN MAX. NC @ INLET OUTLET

DESIGN CFM CAPACITY (CFM) HEATING COIL

VAV BOX SCHEDULE

A. PROVIDE REMOTE OPERATORS FOR GRILLES IN GYP CEILING.

REMARK NOTES:

6. BORDER TYPES LISTED ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY CEILING SYSTEMS AND PROVIDE APPROPRIATE FRAME AND BORDER TYPE AS REQUIRED.

5. PROVIDE BALANCING DEVICE FOR ALL GRD'S UNLESS OTHERWISE NOTED.

4. MATERIAL IS STEEL UNLESS OTHERWISE NOTED.

3. COLOR TO BE COORDINATED WITH ARCHITECT PRIOR TO ORDERING. FIELD PAINT AS REQUIRED.

2. MAXIMUM NOISE CRITERIA (NC) SHALL BE 30 UNLESS OTHERWISE NOTED.

1. SEE PLANS FOR CFM AND NECK SIZE.

GENERAL NOTES:

H PRICE / SDR100 RETURN LINEAR 2-SLOT LAY-IN CEILING FRAME 5FT

G PRICE / SDS100 SUPPLY LINEAR 2-SLOT CONTINUOUS FACE WITH INSULATED PLENUM BOX 5FT A

F PRICE / 530 EXHAUST/RETURN SIDEWALL 45 DEGREE DEFLECTION SEE PLANS

E PRICE / 520 SUPPLY SIDEWALL 45 DEGREE DEFLECTION SEE PLANS

D PRICE /PDDR EXHAUST/RETURN PERFORATED GYP BOARD CEILING FRAME SEE PLANS A

C PRICE / SMD SUPPLY LOUVERED GYP BOARD CEILING FRAME 24X24 A

B PRICE/ PDDR EXHAUST/RETURN PERFORATED LAY-IN CEILING FRAME 24X24

A PRICE / SMD SUPPLY LOUVERED LAY-IN CEILING FRAME 24X24

CODE MODEL NO. SERVICE TYPE ACCESSORIES FACE SIZE REMARKS

MANUFACTURER/

GRILLE REGISTER DIFFUSER SCHEDULE

B. 100% STANDBY OPERATION. PROVIDE AUTOMATIC LEAD/LAG CHANGEOVER BASED ON RUNTIME.

A. PROVIDE ALL BRONZE CONSTRUCTION (INLINE PUMPS).

REMARK NOTES

5. REFER TO DRAWINGS TO DETERMINE REQUIRED PUMP ROTATION. COORDINATE WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING.

4. NPSHR AT SCHEDULED OPERATING POINT SHALL NOT EXCEED 0.8*NPSHA.

AND NOT EXCEED THE END OPERATION POINT ON THE PUMP CURVE AND MOTOR HP IS PROPERLY SLELCTED TO PREVENT OVERLOADING.

3. FOR PARALLEL PUMP APPLICATIONS MANUFACTURER SHALL REVIEW SINGLE PUMP OPERATON SUCH THAT PUMP CAN OPERATE

2. PROVIDE PREMIUM EFFICIENCY MOTORS FOR MOTORS 1 HP AND OVER PER MENA STANDARD MG1-2003, TABLES 12-12 AND 12-13.

1. PROVIDE MAGNETIC STARTER WITH AUXILIARY CONTACTS AND HOA SWITCH ON ALL THREE PHASE MOTORS.

GENERAL NOTES

HRP-1.02 B&G E90 2AB HEAT RECOVERY WATER LOOP WATER ENTRY INLINE 87 44 8.1 VFD 2 208 1 13.2 30A/3P 10A CLASS J (2#12,#12G)3/4"C A,B

HRP-1.01 B&G E90 2AB HEAT RECOVERY WATER LOOP WATER ENTRY INLINE 87 44 8.1 VFD 2 208 1 13.2 30A/3P 10A CLASS J (2#12,#12G)3/4"C A,B

CODE MODEL NO. SERVICE LOCATION TYPE GPM (FT) (FT) DRIVE HP VOLT PH FLA DISCON FUSE FEEDER REMARKS

MANUFACTURER/ PUMP HEAD NPSHR ELECTRICAL

PUMP SCHEDULE

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