george cromwell elementary school addendum no. 2bids.urbanzink.com/georgecromwelles/addendum...

GEORGE CROMWELL ELEMENTARY SCHOOL ADDENDUM NO. 2

Anne Arundel County Public Schools May 24, 2017

Page 1 of 6

ADDENDUM NO. 2

Architect:

HORD COPLAN MACHT, INC.

750 E. Pratt Street

Suite 1100

Baltimore, MD 21202

410.837.7311

HCM PROJECT NO. 216020.00

Construction Manager:

OAK CONTRACTING LLC

1000 Cromwell Bridge Road

Towson, MD 21286

410.828.1000

This Addendum forms a part of the Contract Documents and modified the original Bidding Documents as noted below. Work not specifically deleted, modified, changed and altered by this Addendum shall remain in effect as part of the Contract Documents. Acknowledge receipt of this addendum in the space provided on the Bid Form. Failure to acknowledge the addendum may deem the Bidder non-responsive.

REVISIONS TO SPECIFICATIONS:

Section Article

Paragraph

Change or Clarification

00900 Contract

Packages

CLARIFICATIONS to Spec Section 00900 – Contract Packages

are attached.

00901 Project

Schedule

GENERAL note to all packages:

REVISE: Spec section 00901 Project Schedule to state:

Project Phasing Schedule Durations

Phase 1: 11 months

Phase 2: 7 months

Phase 3: 7 months

Phase 4: 8 months

(Clarifications also attached)



Page 2 of 6

093000 2.11

ADD:

2.11 GROUT MATERIALS – QUARRY TILE (QT-1)

A. Water-Cleanable Epoxy Grout: ANSI A118.3, with a VOC

content of 65 g/L or less. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Boiardi Products Corporation; a QEP company. b. Bostik, Inc. c. Custom Building Products. d. Laticrete International, Inc. e. MAPEI Corporation.

2. Provide product capable of withstanding continuous and intermittent exposure to temperatures of up to 140 and 212 deg F, respectively, and certified by manufacturer for intended use. 3. Color: To be selected by Architect from manufacturer’s full range.

106510 2.2.C. ADD: Partitions to be steel panel construction.

106510 2.2.H.1. REVISE: Hinges to be SOSS invisible hinges.

221413 3.2.F.

ADD:

3.2 PIPING APPLICATIONS

F. Crawl Space storm drainage piping shall be the following:

1. Solid wall PVC schedule 40 pipe, PVC socket fillings and

solvent-cemented joints.

260543

New

Specification

Section

ADD: Specification Section 260543 Underground Ductbanks –

attached to this Addendum No. 2.

260553 2.5.D. REVISE to read: Detectable underground-line warning tape.

REVISIONS TO DRAWINGS:

Drawing No. Location Change or Clarification

S1.00 General Notes ADD: Note 11.F on existing bridging.

S2.03

Detail 2 – Partial

Low Roof

Framing Plan –

Phase 2

ADD: Sections and notes on joist bridging



Page 3 of 6

S2.04


Low Roof

Framing Plan –

Area D

ADD: Note on existing purlins & note on joist bridge.

ADD: Detail 10/S5.01

DELETE: Both REB labels at grid F.

S2.05


Low Roof

Framing Plan –

Phase 4

ADD: Note on joist bridging.

REVISE: REJ# near grid 12.1.

S5.03 Lintel Schedule REVISE: Lintel sizes and detail numbers on lintel schedule.

S5.05

Detail 4

Detail 6

Detail 10

REVISE: Web & chord reinforcement in 4/S5.05.

ADD: Note on 6/S5.05

ADD: Detail 10/S5.01

S6.01 Steel Column

Schedule REVISE: Sizes on column schedule

M9.01

Air Handling

Unit & Dual

Temperature

Plant Equipment

Schedules

DELETE: Delete direct expansion coil cooling characteristics for

AHU-2 and AHU-3 from energy recovery air handling unit

schedule. These units do not have a direct expansion coil.

E1.02

Partial Floor

Plan B – Phase

1 - Power

REVISE: Revise electric meter location to exterior wall adjacent

to generator docking station.

E3.01

Partial Floor

Plan A – Phase

1 - Security

REVISE: Revise Aiphone station to be a master station.

E5.01

Schematic

Power Riser

Diagram

REVISE: Revise main circuit breaker for MSB to be 100% rated.

REVISE: Revise electric meter location to exterior wall adjacent

to generator docking station.

E7.02 Panelboard

Schedules

REVISE: Revise E1LA-20 to a 30A circuit breaker.

REVISE: Revise E2LA-19 to a 150A circuit breaker.

REVISE: Revise E2LA Main rating to a 225A and a 225A main

circuit breaker.

REVISE: Revise M1A-38 to a 150A circuit breaker.

REVISE: Revise M1B Main rating to a 225A and a 225A main

circuit breaker.



Page 4 of 6

E7.03 Panelboard

Schedules

REVISE: Revise M1A-38 to a 150A circuit breaker.

REVISE: Revise M1B Main rating to a 225A and a 225A main

circuit breaker.

E7.04 Panelboard

Schedules

REVISE: Revise R1B main circuit breaker to a 200A circuit

breaker.

REVISE: Revise R1C main circuit breaker to a 200A circuit

breaker.

E7.05 Panelboard

Schedules

REVISE: Revise MECS Note 10 to read: Provide NEMA size 2

combination starter/disconnect in NEMA 1 enclosure. Mount at

unit and make all connections as required.

END OF ADDENDUM #2

BIDDER QUESTIONS

1. Question: On detail 2 on sheet S-4.03 there are HSS 2-1/2 x 2-1/2 x ¼ and HSS 3-1/2 x 3-1/2 x ¼ spreaders between the DHL joist Sheet S-402 details 3 and 4 shows what appears to be the same HSS spreaders however there is no callout. Please confirm that the HSS spreaders occur on drawing S-402 details 3 & 4. Answer: Confirmed. There is a note on 3 & 4/S4.02 that refers back to 2/S4.03 for additional information.

2. Question: The line states that 8 hours daily Monday thru Saturday are mandatory. If the 5A contractor has their work on schedule Monday thru Friday are they exempt from mandatory Saturdays? Answer: Per Oak Contracting 5/17/17: 8 hours daily Monday – Saturday is mandatory.

3. Question: Detail 2 shows light gauge X brace strapping welded to existing columns and screwed into existing masonry wall. Please confirm which trade is responsible for this. Answer: Per Oak Contracting 5/17/17: The light gauge X bracing in question will be the responsibility of the 9A Contractor to furnish and install.

4. Question: On drawing S-4.01 detail 6 and 7 and drawing S-4.05 detail 1 and 3 there is a 8x6x1/2 angle supporting brick that is not attached to structural steel. Please confirm which trade(s) are to fabricate and install this angle. Answer: Per Oak Contracting 5/17/17: The angle in question above will be the responsibility of the 5A Contractor to furnish and install.

5. Question: The column schedule has the first two groups of columns sized as HSS 7x5-1/2x1/2. This size is not listed in the AISC manual or by the Tube Steel Institute. Please advise. Answer: The column size is HSS7x5x1/2.

6. Question: Please confirm that the web fillers and batt insulation for acoustical deck is to be furnished by the 5A contractor and installed by the 7A contractor. Answer: Per Oak Contracting 5/18/17: Confirmed, See scope item 2.33 in the 7A package.



Page 5 of 6

7. Question: Is the work described on line 2.42 to be allotted towards the $75,000 allowance

as noted on line 3.10 or should it be included in our base bid? If not in the base bid can you provide an approximate number of areas to be repaired? Answer: Per oak Contracting 5/18/17: No, the allowance listed in item 3.10 is separate from item 2.42. For Bidding purposes for item 2.42 assume 50 areas of 100 square feet.

8. Question: Please clarify which trade is responsible to weld lintels, beams, columns and any other steel to embed plates provided by 5A. Answer: Per Oak Contracting 5/18/17: 5A is responsible.

9. Question: a. 093000 Tiling: What grout type for the Quarry Tile? b. 117 Storage: Drawing A10.02 Finish Schedule calls for VCT-1 while Drawing

A10.11 Finish Plan calls for SC-1. Please confirm flooring/base type. c. 179 General Music and 181 Instrumental Music: Please provide pattern for CPT-

2 and CPT-3 (Finish Schedule calls for both in these rooms). Will cut tile be involved in the pattern?

d. 183B Ramp: A10.12 calls for VCT-3 while A10.02 calls for VCT-1. Please confirm which to use.

e. 184 Cafeteria: Finish Schedule calls for VCT-1 and VCT-2, please provide pattern. Will cut tile be involved in the pattern?

f. 189B Toilet: A10.12 calls for CT-1 while A10.02 calls for QT-1. g. 189C Office: A10.02 calls for both B-2 and B-6. Please clarify which base is

applied in/on each wall. h. 194 Before and After Care: Finish Schedule calls for VCT-1 and VCT-2. Please

confirm pattern. Will cut tile be involved in the pattern? i. 150 Library Reading Room – 151 Maker Space: Please provide pattern for CPT-

2 and CPT-3 (Finish Schedule calls for both in these rooms). Will cut tile be involved in the pattern?

Answer: a. Water-Cleanable Epoxy Grout for use at quarry tile is added to the specification

paragraph as indicated in Addendum No. 2. b. Per Finish Schedule on sheet A10.02 flooring in 117 Storage should be VCT-1

with Alternate flooring, SVT-1. Base is to be B-1. c. Floor patterns for 179 General Music and 181 Instrumental Music were provided

in updated floor finish plans issued in Addendum No. 1. Cut tile is not involved in the pattern.

d. Refer to updated Finish Schedule A10.02 and Floor Finish Plan A10.12 issued in Addendum No. 1 for revised flooring at 183B Ramp.

e. Floor pattern for 184 Cafeteria was provided in updated floor finish plans issued in Addendum No. 1. Cut tile is not involved in the pattern.

f. Flooring for 189B Toilet is QT-1. g. In room 189C Office, base B-2 is to be used at the work desk and B-6 is to be

used at the walls. h. Floor pattern for 194 Before and After Care was provided in updated floor finish

plans issued in Addendum No. 1. Cut tile is not involved in the pattern. i. Floor patterns for 150 Library Reading Room and 151 Maker Space were

provided in updated floor finish plans issued in Addendum No. 1. Cut tile is not involved in the pattern.

10. Question:



Page 6 of 6

a. Is a six day work week mandatory? b. Who performs the cutting for the holes of the new outside air holes for the unit

ventilators? Answer: a. 6 day work week is mandatory. b. 15A will layout openings and 4A will perform cutting and patching. This will be

addressed in Addendum 2.

11. Question: Is a DAS system required on this project? Answer: Yes, a DAS system is required on the project. Refer to item 2.64 in the 16A contract package.

12. Question: The project manual includes different specification sections for the operable partitions in the Gymnasium (10 65 01) than that used for the General Resource Room (10 65 10). Neither of which is in agreement with the typical folding partition specification issued by AACPS (See attached 10 22 39 from Carrie Weedon Early Childhood Education Center). Is the intent to allow and/or require two different manufacturers for this project or should all of the panels be provided from a single source and per more commonly used specification? Answer: Two different manufacturers are allowed for the different applications. Refer to updated specification paragraphs in Addendum No. 2 for requirements in addition to those already provided in project specification.

13. Question: Is the 2A contractor responsible for the concrete portion of the site seat walls? Answer: Per Oak Contracting 5/19/17: Yes, 2A is responsible for concrete.

14. Question: On sheet S-5.05, Joist Chord Reinforcement Section A REJ: Please confirm that at the bottom chord reinforcement that the reinforcing rods only weld at the ends as noted on drawings. Answer: Refer to updated sheet S5.05 included in this addendum #2.

ATTACHMENTS: Clarifications to Specification Sections 00900 – Contract Packages and 00901 – Project Schedule Specification Section 26 05 43 Underground Ductbanks S1.00 S2.03 S2.04 S2.05 S5.03 S5.05 S6.01 M9.01 E1.02 E3.01 E5.01 E7.02 E7.03 E7.04 E7.05

George Cromwell Elementary School Revitalization

Oak Bid Clarifications

Addendum No. 2

May 24, 2017

Clarifications to Specification Section 00900 – Contract Packages

Contract Packages 2A

Replace item 2.58 with the following: 2.58 The 2A Contractor shall furnish and install all site concrete, including sidewalks, retaining walls,

concrete stairs outside of the building, under canopies, or offsite, mow strips, curb and gutter, stair

nosings and caulking as necessary. Expansion joints shall be capped with 2" deep preformed strips to

be removed immediately prior to caulk. All equipment pads for 15A and 16A equipment shown on the

contract documents will be the responsibility of the 3A contractor and layout performed by the 15A

and 16A Contractors. If pads are not shown on the contract documents but are needed for equipment

contractor providing equipment will be responsible to provide the pad. Footings for canopies that

attach to the building, footings and interior slabs are by the 3A Contractor. Any other footings and or

concrete for site walls are part of the 2A scope. Masonry for site walls is by the 4A Contractor. All site

railings are to be furnished and installed by the 5A contractor.

Revise item 2.59 with the following: 2.59 The 2A Contractor shall furnish and install exterior removable and non-removable bollards with

associated concrete, and any other accessory required this includes bollards located in the Trash Area

196B.


Add item 2.67 2.67 For the installation of the new Unit Ventilators in the existing building. 15A Contractor will be

responsible to lay out new wall penetration. 4A Contractor will be responsible to perform cutting and

patching of openings.

Add item 2.68 2.68 In the existing building where there is infill of an existing masonry wall per detail 5/S5.04, 5A will

furnish angles and 4A will install said angles.


Revise Item 2.26 to the following: 2.26 5A Contractor is responsible to weld any lintels, beams, columns, or any other steel provided by 5A to

embed plates set by others

Add item 2.45 2.45 5A contractor is responsible for and jacking and shoring of existing beams shown in the contract

documents to perform work.

Add item 2.46 2.46 In the existing building where there is infill of an existing masonry wall per detail 5/S5.04, 5A will

furnish angles and 4A will install said angles.


Delete Item 2.110 in its entirety.

Replace Item 2.1.j with the following 2.1 j. All miscellaneous specialties required by the Contract Drawings, including, but not limited to,

appliances, coat racks, shelves, drying racks, residential appliances, public telephone enclosures, wall guards,

stainless steel corner guards, fire extinguisher cabinets, and extinguishers tagged for use after completion date,

fire hose cabinets, health room cubicle curtains, fire protection specialties, cubicle curtain and track, coat hooks,

identifying devices, roller shades, electronic message signage, interior and exterior signage, dimensional

characters, plaques, horizontal louver blinds, musical instrument storage cabinets, stage equipment and rigging,

media storage bags, floor safes and window/roller shades, walk off mats, floor mats and photographic dark room

equipment. Specification Sections 101100, 101200, 101416, 101419, 101423, 101463, 102113, 102133,

102600, 102813, 104413, 104416, 105113, 105613, 106501, 106510, complete.


Revise item 2.10 with the following: 2.10 9A Contractor shall furnish and install hat channel (furring channel, z-clips, zee girt, horizontal sub

girt), metal studs, and /or insulation (rigid) as required for the installation of the metal wall panels, the

metal roof panels, and soffits as required by the Contract Documents. 9A Contractor shall coordinate

with the 7A Contractor for proper layout and installation of hat channels. 9A Contractor is responsible

to ensure proper gauge metal is being used to support the metal wall panels, the metal roof panels, and

the soffits. The 7A Contractor shall furnish and install all metal wall panels, metal roof panels, soffits,

and all associated trim. The 4A Contractor shall furnish and install Spray Foam Insulation and all Fluid

Applied Membrane Air Barriers as required by the Contract Documents at masonry work, 9A will

provide Spray Foam Insulation and all Fluid Applied Membrane Air Barriers at cold formed framing

systems.

Add item 2.44 2.44 7A contractor is responsible for the wood blocking, metal panel sill trim, and sill flashing at metal wall

panels and brick sills. For example, refer to detail 9H/A5.24.

Delete item 2.26 in its entirety.


Revise item 2.36 with the following: 2.36 9A Contractor shall furnish and install hat channel (furring channel, z-clips zee girt, horizontal sub

girt), metal studs, and /or insulation (rigid) as required for the installation of the metal wall panels, the

metal roof panels, and soffits as required by the Contract Documents. 9A Contractor shall coordinate

with the 7A Contractor for proper layout and installation of hat channels. 9A Contractor is responsible

to ensure proper gauge metal is being used to support the metal wall panels, the metal roof panels, and

the soffits. The 7A Contractor shall furnish and install all metal wall panels, metal roof panels, soffits,

and all associated trim. The 4A Contractor shall furnish and install Spray Foam Insulation and all Fluid

Applied Membrane Air Barriers as required by the Contract Documents at masonry work, 9A will

provide Spray Foam Insulation and all Fluid Applied Membrane Air Barriers at cold formed framing

systems.

Add item 2.46 with the following: 2.46 9A will be responsible for any cold formed metal framing shown on the roof including but not limited

to framing, sheathing and insulation at all roof areas.

Contract Packages 9B

Add Item 2.36 2.36 9B contractor will be responsible to furnish and install a temporary floor in Room 194 – Before/ After

Care. 9B will be responsible to remove said flooring and replace with a new floor at the direction of

the CM. 9B will be responsible for all floor prep needed to install new floor.


Add item 2.100 2.100 For the installation of the new Unit Ventilators in the existing building. 15A Contractor will be

responsible to lay out new wall penetration. 4A Contractor will be responsible to perform cutting and

patching of openings.

Clarifications to Specification Section 00901 – Project Schedule

General Note All Packages

Delete Specification Section 00901 – Project Schedule and replace with the following:

Project Phasing Schedule Durations

Phase 1: 11 Months

Phase 2: 7 Months

Phase 3: 7 Months

Phase 4: 8 Months

Addendum No. 2 George Cromwell Elementary School May 24, 2017 HCM Project No. 216020.00

Hord Coplan Macht, Inc. Underground Ductbanks

www.hcm2.com 26 05 43 - 1

SECTION 26 05 43

UNDERGROUND DUCTBANKS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. This Section includes the following:

1. Conduit, ducts, and duct accessories for direct-buried and concrete-encased duct banks, and in single duct runs.

2. Handholes and boxes. 3. Manholes.

1.3 DEFINITION

A. RNC: Rigid nonmetallic conduit.

1.4 SUBMITTALS

A. Product Data: For the following:

1. Duct-bank materials, including separators and miscellaneous components. 2. Ducts and conduits and their accessories, including elbows, end bells, bends, fittings,

and solvent cement. 3. Accessories for manholes, handholes, boxes, and other utility structures. 4. Warning tape. 5. Warning planks.

B. Shop Drawings for Precast or Factory-Fabricated Underground Utility Structures: Include plans, elevations, sections, details, attachments to other work, and accessories, including the following:

1. Duct entry provisions, including locations and duct sizes. 2. Reinforcement details. 3. Frame and cover design and manhole frame support rings. 4. Ladder details. 5. Grounding details. 6. Dimensioned locations of cable rack inserts, pulling-in and lifting irons, and sumps. 7. Joint details.



www.hcm2.com 26 05 43 - 2

C. Shop Drawings for Factory-Fabricated Handholes and Boxes Other Than Precast Concrete: Include dimensioned plans, sections, and elevations, and fabrication and installation details, including the following:

1. Duct entry provisions, including locations and duct sizes. 2. Cover design. 3. Grounding details. 4. Dimensioned locations of cable rack inserts, and pulling-in and lifting irons.

D. Duct-Bank Coordination Drawings: Show duct profiles and coordination with other utilities and underground structures.

1. Include plans and sections, drawn to scale, and show bends and locations of expansion fittings.

2. Drawings shall be signed and sealed by a qualified professional engineer.

E. Product Certificates: For concrete and steel used in precast concrete manholes and handholes, as required by ASTM C 858.

F. Qualification Data: For professional engineer and testing agency.

G. Source quality-control test reports.

H. Field quality-control test reports.

1.5 QUALITY ASSURANCE

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

B. Comply with ANSI C2.

C. Comply with NFPA 70.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Deliver ducts to Project site with ends capped. Store nonmetallic ducts with supports to prevent bending, warping, and deforming.

B. Store precast concrete and other factory-fabricated underground utility structures at Project site as recommended by manufacturer to prevent physical damage. Arrange so identification markings are visible.

C. Lift and support precast concrete units only at designated lifting or supporting points.

1.7 COORDINATION

A. Coordinate layout and installation of ducts, manholes, handholes, and boxes with final arrangement of other utilities, site grading, and surface features as determined in the field.

B. Coordinate elevations of ducts and duct-bank entrances into manholes, handholes, and boxes with final locations and profiles of ducts and duct banks as determined by coordination with other utilities, underground obstructions, and surface features. Revise locations and elevations



www.hcm2.com 26 05 43 - 3

from those indicated as required to suit field conditions and to ensure that duct runs drain to manholes and handholes, and as approved by Architect.

1.8 EXTRA MATERIALS

A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

B. Furnish cable-support stanchions, arms, insulators, and associated fasteners in quantities equal to 5 percent of quantity of each item installed.

PART 2 - PRODUCTS

2.1 CONDUIT

A. Rigid Steel Conduit: Galvanized. Comply with ANSI C80.1.

B. RNC: NEMA TC 2, Type EPC-40-PVC, UL 651, with matching fittings by same manufacturer as the conduit, complying with NEMA TC 3 and UL 514B.

2.2 NONMETALLIC DUCTS AND DUCT ACCESSORIES

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

1. ARNCO Corp. 2. Beck Manufacturing. 3. Cantex, Inc. 4. CertainTeed Corp.; Pipe & Plastics Group. 5. Condux International, Inc. 6. ElecSys, Inc. 7. Electri-Flex Company. 8. IPEX Inc. 9. Lamson & Sessions; Carlon Electrical Products. 10. Manhattan/CDT; a division of Cable Design Technologies. 11. Spiraduct/AFC Cable Systems, Inc.

B. Underground Plastic Utilities Duct: NEMA TC 6 & 8, Type EB-20-PVC, ASTM F 512, UL 651A, with matching fittings by the same manufacturer as the duct, complying with NEMA TC 9.

C. Duct Accessories:

1. Duct Separators: Factory-fabricated rigid PVC interlocking spacers, sized for type and sizes of ducts with which used, and selected to provide minimum duct spacings indicated while supporting ducts during concreting or backfilling.

2. Warning Tape: Underground-line warning tape specified in Division 26 Section. 3. Concrete Warning Planks: Nominal 12 by 24 by 3 inches (300 by 600 by 76 mm) in size,

manufactured from 6000-psi (41-MPa) concrete.

a. Color.



www.hcm2.com 26 05 43 - 4

b. Mark each plank with "ELECTRIC" in 2-inch- (50-mm-) high, 3/8-inch- (10-mm-) deep letters.

2.3 HANDHOLES AND BOXES OTHER THAN PRECAST CONCRETE

A. Description: Comply with SCTE 77.

1. Color: Gray. 2. Configuration: Units shall be designed for flush burial and have closed bottom, unless

otherwise indicated. 3. Cover: Weatherproof, secured by tamper-resistant locking devices and having structural

load rating consistent with enclosure. 4. Cover Finish: Nonskid finish shall have a minimum coefficient of friction of 0.50. 5. Cover Legend: Molded lettering, "ELECTRIC," "TELEPHONE," or as indicated for each

service. 6. Direct-Buried Wiring Entrance Provisions: Knockouts equipped with insulated bushings

or end-bell fittings, selected to suit box material, sized for wiring indicated, and arranged for secure, fixed installation in enclosure wall.

7. Duct Entrance Provisions: Duct-terminating fittings shall mate with entering ducts for secure, fixed installation in enclosure wall.

8. Handholes 12 inches wide by 24 inches long (300 mm wide by 600 mm long) and larger shall have factory-installed inserts for cable racks and pulling-in irons.

B. Polymer Concrete Handholes and Boxes with Polymer Concrete Cover: Molded of sand and aggregate, bound together with a polymer resin, and reinforced with steel or fiberglass or a combination of the two. 1. Basis-of-Design Product: Subject to compliance with requirements, provide the product

indicated on Drawings or a comparable product by one of the following:

a. Armorcast Products Company. b. Carson Industries LLC. c. CDR Systems Corporation. d. NewBasis.

C. Fiberglass Handholes and Boxes with Polymer Concrete Frame and Cover: Sheet-molded, fiberglass-reinforced, polyester resin enclosure joined to polymer concrete top ring or frame. 1. Basis-of-Design Product: Subject to compliance with requirements, provide the product

indicated on Drawings or a comparable product by one of the following:

a. Armorcast Products Company. b. Carson Industries LLC. c. Christy Concrete Products. d. Synertech Moulded Products, Inc.; a division of Oldcastle Precast.

2.4 PRECAST MANHOLES

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. Christy Concrete Products. 2. Elmhurst-Chicago Stone Co. 3. Oldcastle Precast Group. 4. Rinker Group, Ltd.

http://www.specagent.com/LookUp/?uid=123456890609&mf=&src=wd






www.hcm2.com 26 05 43 - 5

5. Riverton Concrete Products. 6. Utility Concrete Products, LLC. 7. Utility Vault Co. 8. Wausau Tile Inc.

B. Comply with ASTM C 858.

C. Structural Design Loading: Comply with requirements in "Underground Enclosure Application" Article.

D. Precast Manholes: One-piece units and units with interlocking mating sections, complete with accessories, hardware, and features.

E. Windows: Precast openings in walls, arranged to match dimensions and elevations of approaching ducts and duct banks, plus an additional 12 inches (300 mm) vertically and horizontally to accommodate alignment variations.

1. Windows shall be located no less than 6 inches (150 mm) from interior surfaces of walls, floors, or roofs of manholes, but close enough to corners to facilitate racking of cables on walls.

2. Window opening shall have cast-in-place, welded-wire fabric reinforcement for field cutting and bending to tie in to concrete envelopes of duct banks.

3. Window openings shall be framed with at least two additional No. 3 steel reinforcing bars in concrete around each opening.

F. Duct Entrances in Manhole Walls: Cast end-bell or duct-terminating fitting in wall for each entering duct.

1. Type and size shall match fittings to duct or conduit to be terminated. 2. Fittings shall align with elevations of approaching ducts and be located near interior

corners of manholes to facilitate racking of cable.

G. Concrete Knockout Panels: 1-1/2 to 2 inches (38 to 50 mm) thick, for future conduit entrance and sleeve for ground rod.

H. Ground Rod Sleeve: Provide a 3-inch (75-mm) PVC conduit sleeve in manhole floors 2 inches (50 mm) from the wall adjacent to, but not underneath, the ducts routed from the facility.

I. Joint Sealant: Asphaltic-butyl material with adhesion, cohesion, flexibility, and durability properties necessary to withstand maximum hydrostatic pressures at the installation location with the ground-water level at grade.

2.5 UTILITY STRUCTURE ACCESSORIES

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. Bilco Company (The). 2. Campbell Foundry Company. 3. Christy Concrete Products. 4. East Jordan Iron Works, Inc. 5. Elmhurst-Chicago Stone Co. 6. McKinley Iron Works, Inc. 7. Neenah Foundry Company.














www.hcm2.com 26 05 43 - 6

8. NewBasis. 9. Oldcastle Precast Group. 10. Osburn Associates, Inc. 11. Pennsylvania Insert Corporation. 12. Quazite:Hubbell Power Systems, Inc. 13. Rinker Group, Ltd. 14. Riverton Concrete Products. 15. Underground Devices, Inc. 16. Utility Concrete Products, LLC. 17. Utility Vault Co. 18. Wausau Tile Inc.

B. Manhole Frames, Covers, and Chimney Components: Comply with structural design loading specified for manhole.

1. Frame and Cover: Weatherproof, gray cast iron complying with ASTM A 48/A 48M, Class 30B with milled cover-to-frame bearing surfaces; diameter, 29 inches (725 mm).

a. Cover Finish: Nonskid finish shall have a minimum coefficient of friction of 0.50. b. Special Covers: Recess in face of cover designed to accept finish material in

paved areas.

2. Cover Legend: Cast in. Selected to suit system.

a. Legend: "ELECTRIC-LV" for duct systems with power wires and cables for systems operating at 600 V and less.

b. Legend: "ELECTRIC-HV" for duct systems with medium-voltage cables.

3. Manhole Chimney Components: Precast concrete rings with dimensions matched to those of roof opening. a. Seal joints watertight using preformed plastic or rubber conforming to

ASTM C 990. Install sealing material according to the sealant manufacturers' printed instructions.

C. Pulling Eyes in Concrete Walls: Eyebolt with reinforcing-bar fastening insert, 2-inch- (50-mm-) diameter eye, and 1-by-4-inch (25-by-100-mm) bolt.

1. Working Load Embedded in 6-Inch (150-mm), 4000-psi (27.6-MPa) Concrete: 13,000-lbf (58-kN) minimum tension.

D. Pulling-In and Lifting Irons in Concrete Floors: 7/8-inch- (22-mm-) diameter, hot-dip galvanized, bent steel rod; stress relieved after forming; and fastened to reinforcing rod. Exposed triangular opening.

1. Ultimate Yield Strength: 40,000-lbf (180-kN) shear and 60,000-lbf (270-kN) tension.

E. Bolting Inserts for Concrete Utility Structure Cable Racks and Other Attachments: Flared, threaded inserts of noncorrosive, chemical-resistant, nonconductive thermoplastic material; 1/2-inch (13-mm) ID by 2-3/4 inches (69 mm) deep, flared to 1-1/4 inches (31 mm) minimum at base.

1. Tested Ultimate Pullout Strength: 12,000 lbf (53 kN) minimum.

F. Ground Rod Sleeve: 3-inch (75-mm), PVC conduit sleeve in manhole floors 2 inches (50 mm) from the wall adjacent to, but not underneath, the ducts routed from the facility.














www.hcm2.com 26 05 43 - 7

G. Expansion Anchors for Installation after Concrete Is Cast: Zinc-plated, carbon-steel-wedge type with stainless-steel expander clip with 1/2-inch (13-mm) bolt, 5300-lbf (24-kN) rated pullout strength, and minimum 6800-lbf (30-kN) rated shear strength.

H. Cable Rack Assembly: Nonmetallic. Components fabricated from nonconductive, fiberglass-reinforced polymer.

1. Stanchions: Nominal 36 inches (900 mm) high by 4 inches (100 mm) wide, with minimum of nine holes for arm attachment.

2. Arms: Arranged for secure, drop-in attachment in horizontal position at any location on cable stanchions, and capable of being locked in position. Arms shall be available in lengths ranging from 3 inches (75 mm) with 450-lb (204-kg) minimum capacity to 20 inches (500 mm) with 250-lb (114-kg) minimum capacity. Top of arm shall be nominally 4 inches (100 mm) wide, and arm shall have slots along full length for cable ties.

I. Duct-Sealing Compound: Nonhardening, safe for contact with human skin, not deleterious to cable insulation, and workable at temperatures as low as 35 deg F (2 deg C). Capable of withstanding temperature of 300 deg F (150 deg C) without slump and adhering to clean surfaces of plastic ducts, metallic conduits, conduit coatings, concrete, masonry, lead, cable sheaths, cable jackets, insulation materials, and common metals.

J. Portable Manhole Ladders: UL-listed, heavy-duty fiberglass specifically designed for portable use for access to electrical manholes. Minimum length equal to distance from deepest manhole floor to grade plus 36 inches (900 mm). One required.

K. Cover Hooks: Heavy duty, designed for lifts 60 lbf (270 N) and greater. Two required.

2.6 SOURCE QUALITY CONTROL

A. Test and inspect precast concrete utility structures according to ASTM C 1037.

B. Nonconcrete Handhole and Pull-Box Prototype Test: Test prototypes of manholes and boxes for compliance with SCTE 77. Strength tests shall be for specified tier ratings of products supplied.

1. Tests of materials shall be performed by a independent testing agency. 2. Strength tests of complete boxes and covers shall be by either an independent testing

agency or the manufacturer. A qualified registered professional engineer shall certify tests by manufacturer.

3. Testing machine pressure gages shall have current calibration certification complying with ISO 9000 and ISO 10012, and traceable to NIST standards.

PART 3 - EXECUTION

3.1 PREPARATION

A. Coordinate layout and installation of ducts, manholes, handholes, and boxes with final arrangement of other utilities, site grading, and surface features as determined in the field. Notify Architect if there is a conflict between areas of excavation and existing structures or archaeological sites to remain.



www.hcm2.com 26 05 43 - 8

B. Coordinate elevations of ducts and duct-bank entrances into manholes, handholes, and boxes with final locations and profiles of ducts and duct banks, as determined by coordination with other utilities, underground obstructions, and surface features. Revise locations and elevations as required to suit field conditions and to ensure that duct runs drain to manholes and handholes, and as approved by Architect.

C. Clear and grub vegetation to be removed, and protect vegetation to remain according to Division 02 Section "Clearing." Remove and stockpile topsoil for reapplication according to Division 02 Section "Clearing.”

3.2 UNDERGROUND DUCT APPLICATION

A. Ducts for Electrical Feeders 600 V and Less: RNC, NEMA Type EPC-40-PVC, in concrete-encased duct bank, unless otherwise indicated.

B. Ducts for Electrical Branch Circuits: RNC, NEMA Type EPC-40-PVC, in direct-buried duct bank, unless otherwise indicated.

C. Underground Ducts for Telephone, Communications, or Data Utility Service Cables: RNC, NEMA Type EPC-40-PVC, in concrete-encased duct bank, unless otherwise indicated.

D. Underground Ducts for Telephone, Communications, or Data Circuits: RNC, NEMA Type EPC-40-PVC, in direct-buried duct bank, unless otherwise indicated.

E. Underground Ducts Crossing Paved Paths, walks, driveways and roadways: RNC, NEMA Type EPC-40-PVC, encased in reinforced concrete.

F. Ducts for electrical feeders over 600V: RNC, NEMA Type EPC-80-PVC, direct-buried, unless otherwise noted.

3.3 UNDERGROUND ENCLOSURE APPLICATION

A. Handholes and Boxes for 600 V and Less:

1. Units in Roadways and Other Deliberate Traffic Paths: Precast concrete. AASHTO HB 17, H-20 structural load rating.

2. Units in Driveway, Parking Lot, and Off-Roadway Locations, Subject to Occasional, Nondeliberate Loading by Heavy Vehicles: Polymer concrete, SCTE 77, Tier 15 structural load rating.

3. Units in Sidewalk and Similar Applications with a Safety Factor for Nondeliberate Loading by Vehicles: Polymer concrete units, SCTE 77, Tier 8 structural load rating.

4. Units Subject to Light-Duty Pedestrian Traffic Only: Fiberglass-reinforced polyester resin, structurally tested according to SCTE 77 with 3000-lbf (13 345-N) vertical loading.

5. Cover design load shall not exceed the design load of the handhole or box.

B. Manholes: Precast concrete.

1. Units Located in Roadways and Other Deliberate Traffic Paths by Heavy or Medium Vehicles: H-20 structural load rating according to AASHTO HB 17.

2. Units Not Located in Deliberate Traffic Paths by Heavy or Medium Vehicles: H-10 load rating according to AASHTO HB 17.



www.hcm2.com 26 05 43 - 9

3.4 EARTHWORK

A. Excavation and Backfill: Comply with Division Section "Earthwork" but do not use heavy-duty, hydraulic-operated, compaction equipment.

B. Restore surface features at areas disturbed by excavation and reestablish original grades, unless otherwise indicated. Replace removed sod immediately after backfilling is completed.

C. Restore areas disturbed by trenching, storing of dirt, cable laying, and other work. Restore vegetation and include necessary topsoiling, fertilizing, liming, seeding, sodding, sprigging, and mulching. Comply with Division Sections "Lawns and Grasses" and "Exterior Plants."

D. Cut and patch existing pavement in the path of underground ducts and utility structures according to Division 01 Section "Cutting and Patching."

3.5 DUCT INSTALLATION

A. Slope: Pitch ducts a minimum slope of 1:300 down toward manholes and handholes and away from buildings and equipment. Slope ducts from a high point in runs between two manholes to drain in both directions.

B. Curves and Bends: Use 5-degree angle couplings for small changes in direction. Use manufactured long sweep bends with a minimum radius of 25 feet (7.5 m), both horizontally and vertically, at other locations, unless otherwise indicated.

C. Joints: Use solvent-cemented joints in ducts and fittings and make watertight according to manufacturer's written instructions. Stagger couplings so those of adjacent ducts do not lie in same plane.

D. Duct Entrances to Manholes and Concrete and Polymer Concrete Handholes: Use end bells, spaced approximately 10 inches (250 mm) o.c. for 5-inch (125-mm) ducts, and vary proportionately for other duct sizes.

1. Begin change from regular spacing to end-bell spacing 10 feet (3 m) from the end bell without reducing duct line slope and without forming a trap in the line.

2. Direct-Buried Duct Banks: Install an expansion and deflection fitting in each conduit in the area of disturbed earth adjacent to manhole or handhole.

3. Grout end bells into structure walls from both sides to provide watertight entrances.

E. Building Wall Penetrations: Make a transition from underground duct to rigid steel conduit at least 10 feet (3 m) outside the building wall without reducing duct line slope away from the building, and without forming a trap in the line. Use fittings manufactured for duct-to-conduit transition. Install conduit penetrations of building walls as specified in Division 26 Section "Basic Electrical Materials and Methods."

F. Sealing: Provide temporary closure at terminations of ducts that have cables pulled. Seal spare ducts at terminations. Use sealing compound and plugs to withstand at least 15-psig (1.03-MPa) hydrostatic pressure.

G. Pulling Cord: Install 100-lbf- (445-N-) test nylon cord in ducts, including spares.

H. Concrete-Encased Ducts: Support ducts on duct separators.



www.hcm2.com 26 05 43 - 10

1. Separator Installation: Space separators close enough to prevent sagging and deforming of ducts, with not less than 5 spacers per 20 feet (6 m) of duct. Secure separators to earth and to ducts to prevent floating during concreting. Stagger separators approximately 6 inches (150 mm) between tiers. Tie entire assembly together using fabric straps; do not use tie wires or reinforcing steel that may form conductive or magnetic loops around ducts or duct groups.

2. Concreting Sequence: Pour each run of envelope between manholes or other terminations in one continuous operation.

a. Start at one end and finish at the other, allowing for expansion and contraction of ducts as their temperature changes during and after the pour. Use expansion fittings installed according to manufacturer's written recommendations, or use other specific measures to prevent expansion-contraction damage.

b. If more than one pour is necessary, terminate each pour in a vertical plane and install 3/4-inch (19-mm) reinforcing rod dowels extending 18 inches (450 mm) into concrete on both sides of joint near corners of envelope.

3. Pouring Concrete: Spade concrete carefully during pours to prevent voids under and between conduits and at exterior surface of envelope. Do not allow a heavy mass of concrete to fall directly onto ducts. Use a plank to direct concrete down sides of bank assembly to trench bottom. Allow concrete to flow to center of bank and rise up in middle, uniformly filling all open spaces. Do not use power-driven agitating equipment unless specifically designed for duct-bank application.

4. Reinforcement: Reinforce concrete-encased duct banks where they cross disturbed earth and where indicated. Arrange reinforcing rods and ties without forming conductive or magnetic loops around ducts or duct groups.

5. Forms: Use walls of trench to form side walls of duct bank where soil is self-supporting and concrete envelope can be poured without soil inclusions; otherwise, use forms.

6. Minimum Space between Ducts: 3 inches (75 mm) between ducts and exterior envelope wall, 2 inches (50 mm) between ducts for like services, and 4 inches (100 mm) between power and signal ducts.

7. Depth: Install top of duct bank at least 24 inches (600 mm) below finished grade in areas not subject to deliberate traffic, and at least 30 inches (750 mm) below finished grade in deliberate traffic paths for vehicles, unless otherwise indicated.

8. Stub-Ups: Use manufactured rigid steel conduit elbows for stub-ups at poles and equipment and at building entrances through the floor.

a. Couple steel conduits to ducts with adapters designed for this purpose, and encase coupling with 3 inches (75 mm) of concrete.

b. Stub-Ups to Equipment: For equipment mounted on outdoor concrete bases, extend steel conduit horizontally a minimum of 60 inches (1500 mm) from edge of base. Install insulated grounding bushings on terminations at equipment.

9. Warning Tape: Bury warning tape approximately 12 inches (300 mm) above all concrete-encased ducts and duct banks. Align tape parallel to and within 3 inches (75 mm) of the centerline of duct bank. Provide an additional warning tape for each 12-inch (300-mm) increment of duct-bank width over a nominal 18 inches (450 mm). Space additional tapes 12 inches (300 mm) apart, horizontally.

I. Direct-Buried Duct Banks:

1. Support ducts on duct separators coordinated with duct size, duct spacing, and outdoor temperature.

2. Space separators close enough to prevent sagging and deforming of ducts, with not less than 5 spacers per 20 feet (6 m) of duct. Secure separators to earth and to ducts to prevent displacement during backfill and yet permit linear duct movement due to



www.hcm2.com 26 05 43 - 11

expansion and contraction as temperature changes. Stagger spacers approximately 6 inches (150 mm) between tiers.

3. Excavate trench bottom to provide firm and uniform support for duct bank. Prepare trench bottoms as specified in Division Section "Earth Moving" for pipes less than 6 inches (150 mm) in nominal diameter.

4. Install backfill as specified in Division Section "Earth Moving." 5. After installing first tier of ducts, backfill and compact. Start at tie-in point and work

toward end of duct run, leaving ducts at end of run free to move with expansion and contraction as temperature changes during this process. Repeat procedure after placing each tier. After placing last tier, hand-place backfill to 4 inches (100 mm) over ducts and hand tamp. Firmly tamp backfill around ducts to provide maximum supporting strength. Use hand tamper only. After placing controlled backfill over final tier, make final duct connections at end of run and complete backfilling with normal compaction as specified in Division Section "Earth Moving."

6. Install ducts with a minimum of 3 inches (75 mm) between ducts for like services and 6 inches (150 mm) between power and signal ducts.

7. Depth: Install top of duct bank at least 36 inches (900 mm) below finished grade, unless otherwise indicated.

8. Set elevation of bottom of duct bank below the frost line. 9. Install manufactured duct elbows for stub-ups at poles and equipment and at building

entrances through the floor, unless otherwise indicated. Encase elbows for stub-up ducts throughout the length of the elbow.

10. Install manufactured rigid steel conduit elbows for stub-ups at poles and equipment and at building entrances through the floor.

a. Couple steel conduits to ducts with adapters designed for this purpose, and encase coupling with 3 inches (75 mm) of concrete.

b. For equipment mounted on outdoor concrete bases, extend steel conduit horizontally a minimum of 60 inches (1500 mm) from edge of equipment pad or foundation. Install insulated grounding bushings on terminations at equipment.

11. Warning Tape: Bury warning tape approximately 12 inches (300 mm) above direct-buried ducts and duct banks, placing them 24 inches (600 mm) o.c. Align tape parallel to and within 3 inches (75 mm) of centerline of duct bank. Provide an additional warning tape for each 12-inch (300-mm) increment of duct-bank width over a nominal 18 inches (450 mm). Space additional planks 12 inches (300 mm) apart, horizontally.

3.6 INSTALLATION OF CONCRETE MANHOLES, HANDHOLES, AND BOXES

A. Precast Concrete Handhole and Manhole Installation:

1. Comply with ASTM C 891 unless otherwise indicated. 2. Install units level and plumb and with orientation and depth coordinated with connecting

ducts, to minimize bends and deflections required for proper entrances. 3. Unless otherwise indicated, support units on a level bed of crushed stone or gravel,

graded from 1-inch (25-mm) sieve to No. 4 (4.75-mm) sieve and compacted to same density as adjacent undisturbed earth.

B. Elevations:

1. Manhole Roof: Install with rooftop at least 15 inches (375 mm) below finished grade. 2. Manhole Frame: In paved areas and trafficways, set frames flush with finished grade. Set

other manhole frames 1 inch (25 mm) above finished grade. 3. Install handholes with bottom below frost line.



www.hcm2.com 26 05 43 - 12

4. Handhole Covers: In paved areas and trafficways, set surface flush with finished grade. Set covers of other handholes 1 inch (25 mm) above finished grade.

5. Where indicated, cast handhole cover frame integrally with handhole structure.

C. Drainage: Install drains in bottom of manholes where indicated. Coordinate with drainage provisions indicated.

D. Manhole Access: Circular opening in manhole roof; sized to match cover size.

1. Manholes with Fixed Ladders: Offset access opening from manhole centerlines to align with ladder.

2. Install chimney, constructed of precast concrete collars and rings, to support cast-iron frame to connect cover with manhole roof opening. Provide moisture-tight masonry joints and waterproof grouting for frame to chimney.

E. Waterproofing: Apply waterproofing to exterior surfaces of manholes after concrete has cured at least three days. Waterproofing materials and installation are specified in Division 07. After ducts have been connected and grouted, and before backfilling, waterproof joints and connections, and touch up abrasions and scars. Waterproof exterior of manhole chimneys after mortar has cured at least three days.

F. Dampproofing: Apply dampproofing to exterior surfaces of manholes and handholes after concrete has cured at least three days. Dampproofing materials and installation are specified in Division 07. After ducts are connected and grouted, and before backfilling, dampproof joints and connections, and touch up abrasions and scars. Dampproof exterior of manhole chimneys after mortar has cured at least three days.

G. Hardware: Install removable hardware, including pulling eyes, cable stanchions, cable arms, , as required for installation and support of cables and conductors and as indicated.

H. Field-Installed Bolting Anchors in Manholes and Concrete Handholes: Do not drill deeper than 3-7/8 inches (97 mm) for manholes and 2 inches (50 mm) for handholes, for anchor bolts installed in the field. Use a minimum of two anchors for each cable stanchion.

3.7 INSTALLATION OF HANDHOLES AND BOXES OTHER THAN PRECAST CONCRETE

A. Install handholes and boxes level and plumb and with orientation and depth coordinated with connecting ducts to minimize bends and deflections required for proper entrances. Use box extension if required to match depths of ducts, and seal joint between box and extension as recommended by the manufacturer.

B. Unless otherwise indicated, support units on a level bed of crushed stone or gravel, graded from 1/2-inch (12.7-mm) sieve to No. 4 (4.75-mm) sieve and compacted to same density as adjacent undisturbed earth.

C. Elevation: In paved areas and trafficways, set so cover surface will be flush with finished grade. Set covers of other handholes 1 inch (25 mm) above finished grade.

D. Install handholes and boxes with bottom below the frost line, below grade.

E. Install removable hardware, including pulling eyes, cable stanchions, cable arms, and insulators, as required for installation and support of cables and conductors and as indicated. Select arm lengths to be long enough to provide spare space for future cables, but short enough to preserve adequate working clearances in the enclosure.



www.hcm2.com 26 05 43 - 13

F. Field-cut openings for ducts and conduits according to enclosure manufacturer's written instructions. Cut wall of enclosure with a tool designed for material to be cut. Size holes for terminating fittings to be used, and seal around penetrations after fittings are installed.

G. For enclosures installed in asphalt paving and subject to occasional, nondeliberate, heavy-vehicle loading, form and pour a concrete ring encircling, and in contact with, enclosure and with top surface screeded to top of box cover frame. Bottom of ring shall rest on compacted earth.

1. Concrete: 3000 psi (20 kPa), 28-day strength, complying with Division 03 Section "Cast-in-Place Concrete," with a troweled finish.

2. Dimensions: 10 inches wide by 12 inches deep (250 mm wide by 300 mm deep).

3.8 GROUNDING

A. Ground underground ducts and utility structures according to Division 26 Section "Grounding."

3.9 FIELD QUALITY CONTROL

A. Perform the following tests and inspections and prepare test reports:

1. Demonstrate capability and compliance with requirements on completion of installation of underground ducts and utility structures.

2. Pull aluminum or wood test mandrel through duct to prove joint integrity and test for out-of-round duct. Provide mandrel equal to 80 percent fill of duct. If obstructions are indicated, remove obstructions and retest.

3. Test manhole and handhole grounding to ensure electrical continuity of grounding and bonding connections. Measure and report ground resistance as specified in Division 26 Section "Grounding."

B. Correct deficiencies and retest as specified above to demonstrate compliance.

3.10 CLEANING

A. Pull leather-washer-type duct cleaner, with graduated washer sizes, through full length of ducts. Follow with rubber duct swab for final cleaning and to assist in spreading lubricant throughout ducts.

B. Clean internal surfaces of manholes, including sump. Remove foreign material.

END OF SECTION 26 05 43

DIRECTION OF DECK SPAN

FIXED END MOMENT CONNECTION.

JOIST BRIDGING. BRIDGING SHALLCOMPLY WITH S.J.I. REQUIREMENTS

OPENING IN FLOOR OR ROOF

SECTION OR DETAIL NUMBERON SHEET DRAWING

REVISION CLOUD

SLAB STEP

DRAWING REVISION NUMBER1

CL CENTERLINE

END REACTION OF MEMBER FORSHEAR CONNECTION DESIGN

UNDERGROUND UTILITY PIPING

FOOTING SIZE,SEE SCHEDULE ON S6.01

STRUTTED JOIST END

MECHANICAL ROOF TOP UNITS (RTU)

SJ

RTU

##K

F(NO.)

P(NO.)PIER SIZE,SEE SCHEDULE ON S6.01

STEPPED FOOTING,SEE DETAIL 2/S5.01

LINTEL,SEE SCHEDULE ON S5.03L##

SF

S1011

SIM

MASONRY WALL

WALL FOOTING SIZE,SEE SCHEDULE ON S6.01WF(NO.)

EXISTING STRUCTURE

8 16

MASONRY PIER - SEE S5.04MP(LETTER)

1. DESIGN LOADS:A. DESIGN LOADS SHALL BE IN ACCORDANCE WITH ANNE ARUNDEL COUNTY CODE.B. ROOF - 30 P.S.F. + APPLICABLE SNOW DRIFTC. GROUND FLOOR - 100 P.S.F.F. ELEVATED MAIN FLOOR CONCENTRATED LOAD - 2,000 LBS.G. STAIRS - 100 P.S.F.

MINIMUM STAIRS CONCENTRATED LOAD - 300 POUNDSI. MECHANICAL ROOM - 125 P.S.F.J. WIND LOAD DESIGN PARAMETERS:

J.1. Vult = 120 M.P.H., Vasd = 93 M.P.H.J.2. RISK CATEGORY = IIIJ.3. EXPOSURE - BJ.4. INTERNAL PRESSURE COEFFICICENT, GCPI = +/- 0.18J.5. COMPONENTS & CLADDING: SEE THIS SHEET

K. SNOW LOAD DESIGN PARAMETERS:K.1. GROUND SNOW LOAD, Pg = 25 PSFK.2. SNOW EXPOSURE FACTOR, Ce = 1.0K.3. SNOW LOAD IMPORTANCE FACTOR, Is = 1.1K.4. THERMAL FACTOR, Ct = 1.0K.5. FLAT ROOF SNOW LOAD, Pf = 30 PSF MIN.K.6. DRIFT SURCHARGE, Pd = 70 PSF (WORST CASE @ GYMNASIUM)K.7. DRIFT WIDTH, W = 17 FEET (WORST CASE @ GYMNASIUM)

L. SEISMIC LOAD DESIGN PARAMETERS:L.1. RISK CATEGORY = IIIL.2. SEISMIC IMPORTANCE FACTOR, Is = 1.25L.3. Ss = 0.125g, S1 = 0.051gL.4. SITE CLASS - DL.5. SDS = 0.133g, SD1 = 0.082gL.6. SEISMIC DESIGN CATEGORY - BL.7. BASIC SEISMIC FORCE-RESISTING SYSTEM

L.7.1. BUILDING FRAME SYSTEMS - ORDINARY REINFORCED MASONRYSHEAR WALLS [ASCE 7-10 12.2-1 B.18]

L.9. SEISMIC RESPONSE COEFFICIENT, Cs = 0.010L.10. RESPONSE MODIFICATION COEFFICIENT(s), R = 2.0L.11. ANALYSIS PROCEDURE USED - EQUIVALENT LATERAL FORCE PROCEDURE

2. STANDARDS & DESIGN STRESSES:A. CONCRETE SPECIFICATION - ACI 318 & ACI 301. CONCRETE SHALL HAVE MINIMUM 28-DAY

COMPRESSIVE STRENGTH OF THE FOLLOWING:4500 P.S.I. CONCRETE FOR AREAS EXPOSED TO FREEZING AND THAWING.4000 P.S.I. CONCRETE FOR BUILDING SLAB ON GRADE.4000 P.S.I. CONCRETE FOR ELEVATED STEEL DECK.3000 P.S.I. CONCRETE FOR FOOTINGS, PIERS, AND WALLS.

B. REINFORCING BARS - A615, GRADE 60.C. WIRE MESH - ASTM A185 (FLAT SHEETS FOR ELEVATED SLAB ON DECK)D. STRUCTURAL STEEL -

AISC MANUAL OF STEEL CONSTRUCTION AND SPECIFICATIONS, 14TH ED. (ASD) & AWS D1.1.STRUCTURAL ASTM A-36 FOR CHANNELS, ANGLES & PLATES.ALL OTHER STRUCTURAL STEEL - ASTM A-992, GRADE 50.STRUCTURAL STEEL PIPE - ASTM A-500, GRADE B.STRUCTURAL STEEL TUBING - ASTM A-500, GRADE B.

E. COLD FORMED STEEL STUDS - AISI, SPECIFICATIONS FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS A.W.S.-D1.3 ASTM A 653, YIELD STRENGTH:

50 K.S.I. 16 GA. & HEAVIER37 K.S.I. 18 GA.33 K.S.I. 20 GA.

FINISH: HOT-DIP GALVANIZED (G-60) PER ASTM A924.F. BOLTS - ASTM A325 UNLESS NOTED OTHERWISE.

ANCHOR BOLTS - ASTM A1554, Grade 36 UNLESS NOTED OTHERWISE.WELDING ELECTRODES - E70XX

G. SHEAR STUDS - ASTM A108, & AWS D 1.1.H. STEEL DECK - STEEL DECK INSTITUTE STANDARD SPECIFICATIONS.I. STEEL JOIST - STEEL JOIST INSTITUTE STANDARD SPECIFICATIONS.J. MASONRY - BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530/ASCE 5.

K.1. HOLLOW CONCRETE BLOCK -ASTM C90 -GRADE N-1 f'm =1500 PSIK.2. SOLID CONCRETE BLOCK - ASTM C90 -GRADE N-1 f'm =1500 PSIK.3. MORTAR - ASTM C270 - Type SK.4. GROUT - ASTM C476 - f'c = 2500 PSI

K. THE INTERNATIONAL BUILDING CODE 2015 & THE INTERNATIONAL EXISTING BUILDING CODE 2015.

3. DRAWINGS:THE CONTRACTOR SHALL CHECK ALL DRAWINGS AND SHALL PROMPTLY NOTIFY THE ENGINEER OFANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS. IF THEREARE ANY QUESTION AS TO WHICH MATERIAL TO USE, THE CONTRACTOR MUST CHOOSE THEMATERIAL OF HIGHER QUALITY.

4. FOUNDATIONS AND EARTH WORK:A. LOCATIONS AND SIZES OF EXISTING FOOTINGS SHOWN ON THE DRAWINGS ARE ASSUMED

FROM AVAILABLE INFORMATION. EXACT SIZE AND LOCATION OF EXISTING FOOTINGS SHALLBE VERIFIED IN FIELD BY CONTRACTOR. IN ADDITION, CONTRACTOR TO VERIFY LOCATION ANDSIZE OF UNDERGROUND STRUCTURES AND UTILITIES AND NOTIFY ARCHITECT & STRUCTURAL ENGINEER OF ANY CONFLICT WITH THE STRUCTURE.

B. ELEVATIONS FOR FOUNDATIONS HAVE BEEN ESTABLISHED FROM AVAILABLE INFORMATION.BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 2'-6" BELOW FINISHEDGRADE UNLESS OTHERWISE NOTED.

C. ALL FOOTINGS SHALL BEAR ON NATIVE UNDISTURBED SOIL OR COMPACTED FILL AND ARE DESIGNED FOR A SOIL BEARING PRESSURE OF 3000 P.S.F. AS RECOMMENDED IN GEOTECHNICAL REPORT BY KIM ENGINEERING, DATED 9/14/2016.

D. DURING CONSTRUCTION, THE SOIL BEARING CONDITIONS MUST BE EXAMINED AND APPROVEDBY A GEOTECHNICAL ENGINEER.

E. SHOULD IT BE FOUND NECESSARY TO VARY THE ELEVATIONS GIVEN TO SATISFY THEFOREGOING REQUIREMENTS, THE ARCHITECT, STRUCTURAL AND GEOTECHNICAL ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE WORK.

F. ALL OVER EXCAVATION AND DISTURBED EARTH UNDER FOOTING SHALL BE REPLACED WITHCONCRETE OR STRUCTURAL FILL APPROVED BY A GEOTECHNICAL ENGINEER.

G. ALL COMPACTED FILL MATERIALS AND PLACEMENT SHAL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.

H. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL FOUNDATION, FILL, COMPACTION,INSPECTION AND OTHER INFORMATION. IF GEOTECHNICAL REPORT IS PART OF CONTRACTDOCUMENTS.

I. CONTRACTOR SHALL ADEQUATELY PROTECT ALL WALLS DURING BACKFILL OPERATIONS.

5. CONCRETE:A. ALL EXPOSED CONCRETE WORK SHALL HAVE 5% - 7% AIR ENTRAINMENT.B. CHAMFER ALL EXPOSED CORNERS OF FORMED CONCRETE - 3/4".C. SUBMIT SHOP DRAWINGS FOR FABRICATION, BENDING, AND PLACEMENT FOR CONCRETE

REINFORCEMENT, SHOWING BAR SCHEDULE STIRRUP SPACING, DIAGRAMS OF BENT BARS,ARRANGEMENT OF CONCRETE REINFORCEMENT INCLUDING SECTIONS AND DETAILS.PROVIDE ACCESSORIES AS REQUIRED.

D. UNLESS NOTED, ALL SPLICES IN REINFORCEMENT TO LAP MINIMUM 44x BAR DIAMETERS.E. PROVIDE BOLSTERS OR CHAIRS FOR SLAB REINFORCEMENT SUPPORT.F. REINFORCING FIBERS - SUBMIT MANUFACTURERS DATA INCLUDING RECOMMENDATIONS AS

TO TYPE AND AMOUNT FOR REVIEW BEFORE PROCEEDING WITH THE WORK. FIBERS TO BEMINIMUM 3/4" LONG & MAX. 1 1/2" LONG AND AT A MANUFACTURER'S RECOMMENDED DOSAGE

OR 3.0 LB. PER CUBIC YARD OF CONCRETE, WHICHEVER IS GREATER.

6. STRUCTURAL STEEL, STEEL DECK & STEEL JOIST:A. SHORE LINTELS TO PREVENT ROTATION DURING WALL CONSTRUCTION.B. STEEL JOIST MANUFACTURER TO BE A MEMBER OF THE STEEL JOIST INSTITUTE.D. STEEL DECK MANUFACTURER TO BE A MEMBER OF THE STEEL DECK INSTITUTE.E. ALL STRUCTURAL STEEL (AND STEEL JOISTS) TO RECEIVE ONE COAT OF MANUFACTURER'S

STANDARD PAINT. (EXCEPT WHERE STRUCTURAL STEEL TO RECEIVE SPRAYED ON FIREPROOFING.)

F. ALL FLOOR AND ROOF DECKS SHALL BE GALVANIZED.G. ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED.

7. COLD-FORMED STEEL FRAMING:A. ALLOW ADJUSTMENT FOR CONNECTIONS BETWEEN STUD FRAMING AND OTHER TRADES,

SHAPES, ETC.B. EXTERIOR WALL: PROVIDE 6" STEEL STUDS, UNLESS NOTED OTHERWISE. ACTUAL SIZE AND

SPACING SHALL BE DETERMINED BY THE COLD-FORMED STEEL DESIGN ENGINEER, BUT SPACINGSHALL NOT EXCEED 16" ON CENTER. ALL CONNECTIONS FOR COLD-FORMED STEEL FRAMINGSHALL BE DESIGNED BY THE COLD-FORMED STEEL DESIGN ENGINEER.

8. MASONRY:A. ALL SOLID MASONRY PIERS SHALL BE BONDED TO ADJACENT MASONRY.B. FILL CELLS OF CMU SOLID WITH MORTAR IN COURSE DIRECTLY BELOW ALL CHANGES IN

THICKNESS OF WALL.C. PROVIDE REBAR POSITIONER FOR ALL REINFORCEMENT IN CMU WALLS.D. FILL CMU WITH GROUT AT ALL REINFORCEMENT.E. PROVIDE 30 X BAR DIAMETER LAP AT ALL VERTICAL BARS. UNLESS NOTED, ALL VERTICAL

BARS IN CMU SHOULD BE LOCATED IN THE CENTER OF CMU WIDTH.F. UNLESS NOTED OTHERWISE, PROVIDE VERTICAL CONTROL JOINT IN STRUCTURAL CMU

WALLS AT MAXIMUM OF 25 FEET ON CENTER. PROVIDE CONTROL JOINTS WHERE NON-LOADBEARING WALLS MEET BEARING WALLS.

9. SHOP DRAWINGS:SHOP DRAWINGS OF STRUCTURAL STEEL, STEEL JOISTS, STEEL DECK, REINFORCING BARS, ANDCOLD-FORMED STEEL SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW, AND SUCH REVIEWSHALL BE SECURED BEFORE FABRICATION IS BEGUN. ALL SHOP DRAWINGS SHALL BE REVIEWED ANDSTAMPED BY THE GENERAL CONTRACTOR BEFORE FORWARDING TO THE ARCHITECT. ALLREVISIONS TO SHOP DRAWINGS SHALL BE CLEARLY IDENTIFIED BY CLOUDS AND REVISION MARKS.

10. INSPECTION AND NOTIFICATION:A. ALL STRUCTURAL WORK SHOULD BE INSPECTED AND TESTED BY AN INDEPENDENT AGENCY IN

ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, CHAPTER 17 AND THE STATEMENT OF SPECIAL INSPECTIONS.

B. CONCRETE SHALL BE SAMPLED AND TESTED ACCORDING TO ACI 301, AND THE RESULTS OF THETESTS SHALL BE FORWARDED TO THE ARCHITECT/ENGINEER FOR REVIEW.

C. ALL REINFORCEMENT IN-PLACE, STRUCTURAL STEEL, STEEL JOIST, STEEL DECK, AND COLD-FORMED STEEL STUDS SHALL BE INSPECTED BY AN INDEPENDENT INSPECTION AGENCYAPPROVED BY THE ARCHITECT/ENGINEER, AND THE RESULTS SHALL BE FORWARDED TO THEARCHITECT/ENGINEER PRIOR TO COVERING WORK. INSPECTOR TO REVIEW STRUCTURALWORKS IN PLACE FOR COMPLIANCE WITH CONTRACT DOCUMENTS, SPECIFICATION AND SHOPDRAWINGS. IN CASE OF CONFLICTING INFORMATION, CONSULT STRUCTURAL ENGINEER FOR CLARIFICATION.

D. NOTIFY ARCHITECT/ENGINEER FOR REVIEW OF REINFORCEMENT IN-PLACE PRIOR TOPOURING ANY CONCRETE.

E. PERFORM FIELD DENSITY TESTS FOR COMPACTED FILL ACCORDANCE WITH IN ACCORDANCEWITH THE GEOTECHNICAL REPORT BY AN APPROVED GEOTECHNICAL ENGINEER AND FORWARDTHE RESULTS TO THE ARCHITECT FOR REVIEW PRIOR TO PLACING CONCRETE.

F. WHERE NOTED IN THE DRAWINGS, REINFORCING BAR LOCATION VERIFICATION ATEXISTING CONCRETE FLOORS AND BEAMS SHALL BE PERFORMED WITH THE USE OF EITHERGROUND PENETRATION RADAR (GPR), A PACHOMETER OR WITH OTHER MAGNETICNON-DESTRUCTIVE TESTING DEVICE.

G. THE ENGINEER WILL NOT PERFORM THE REQUIRED THIRD PARTY INSPECTION AS PART OFHIS/HER DESIGN SERVICE. THE ENGINEER MAY VISIT THE SITE TO ASCERTAIN GENERALCONFORMANCE TO THE CONTRACT DOCUMENTS. HOWEVER, SUCH INSPECTION SHALL NOT BERELIED UPON BY OTHERS AS ACCEPTANCE OF THE WORK, NOR SHALL IT BE CONSTRUED TORELIEVE THE CONTRACTOR IN ANY WAY FROM HIS OBLIGATIONS AND RESPONSIBILITIES UNDERTHE CONSTRUCTION CONTRACT, UNLESS THE ENGINEER SPECIFICALLY SO STATES IN WRITING.

H. FAISANT ASSOCIATES, INC. WILL NOT BE RESPONSIBLE FOR JOB SITE SAFETY.

11. EXISTING STRUCTURE:A. DIMENSIONS AND MEMBER SIZES SHOWN ARE BASED ON INFORMATION FROM AVAILABLE

DRAWINGS OF THE EXISTING STRUCTURE. CONTRACTOR SHALL FIELD VERIFY AND COORDINATEEXISTING AND NEW DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK. SHOULD SIGNIFICANTDIFFERENCES BE FOUND BETWEEN THE NEW AND ACTUAL FIELD DIMENSIONS, THEARCHITECT SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE WORK.

B. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS AND PROVIDECOORDINATION BETWEEN NEW AND EXISTING WORK.

C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO AND REPAIR OF EXISTINGADJACENT WORK.

D. ALL SHORING, NEEDLING AND UNDERPINNING SHALL BE AS REQUIRED TO SUPPORT THE EXISTING STRUCTURE. THE CONTRACTOR SHALL HIRE A REGISTERED PROFESSIONAL ENGINEER,ACCEPTABLE TO THE ARCHITECT AND REGISTERED IN MARYLAND, TO SELECT, DESIGN, ANDSUPERVISE ALL NECESSARY SHORING, NEEDLING AND UNDERPINNING.

E. REMOVE EXISTING ELECTRICAL, MECHANICAL AND PLUMBING CABLES, PIPES, DUCTS,FIXTURES, ETC. AS REQUIRED TO INSTALL NEW FRAMING. REPLACE THEM TO MATCH EXISTINGOR NEW CONDITIONS.

F. WHERE EXISTING BOTTOM CHORD JOIST BRIDGING HAS BEEN DISCONNECTED FROM JOIST AND/OR GIRDERS, REWELD BRIDGING TO JOIST CHORDS AND GIRDER FLANGES. PROVIDE BRIDGING SPLICEPIECE OF MATCHING SIZE WHERE REQUIRED. NOTE THAT THIS CONDITION MAY OCCUR DURING THEINSTALLATION OF NEW JOIST AND GIRDER REINFORCEMENTS OR BE A PRE-EXISTING CONDITION.

12. ANCHORS AND FASTENERS IN CONCRETE AND MASONRY:A. POST INSTALLED ANCHORS SHALL BE USED ONLY WHERE SPECIFIED ON STRUCTURAL DRAWINGSB. THE INSTALLATION OF POST INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST IN-PLACE

ANCHORS SHALL BE APPROVED BY THE ENGINEER OF RECORD.C. EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE SHALL NOT BE CUT UNLESS

APPROVED BY THE STRUCTURAL ENGINEER OF RECORD.D. SUBMITTAL OF ALL PROPOSED PRODUCTS, WITH TECHNICAL DATA AND CURRENT ICC-ESR

REPORTS IS REQUIRED FOR REVIEW AND APPROVAL BY EOR. ADDITIONAL APPLICATIONCALCULATIONS MAY BE REQUIRED BY THE EOR.

E. ALL ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII) IN CONJUNCTION WITH EDGE DISTANCE, SPACING AND EMBEDMENT DEPTH AS INDICATED ON THE DRAWING.

F. THE CONTRACTOR SHALL ARRANGE FOR A MANUFACTURER'S FIELD REPRESENTATIVE TO PROVIDE INSTALLATION TRAINING FOR ALL PRODUCTS TO BE USED, PRIOR TO COMMENCEMENTOF WORK. ONLY TRAINED INSTALLERS SHALL PERFORM POST INSTALLED ANCHOR INSTALLATION.A RECORD OF TRAINING SHALL BE KEPT ON SITE AND MADE AVAILABLE TO THE EOR/IOR ASREQUESTED

G. ADHESIVE ANCHORS INSTALLED IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION TOSUPPORT SUSTAINED TENSION LOADS SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHORINSTALLER (AAI) AS CERTIFIED THROUGH ACI/CRSI (ACI 318-11 D.9.2.2). PROOF OF CURRENTCERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TOCOMMENCEMENT OF INSTALLATION.

H. ADHESIVE ANCHORS MUST BE INSTALLED IN CONCRETE AGED A MINIMUM OF 21 DAYS(ACI 318-11 D.2.2).

I. PROVIDE SPECIAL INSPECTION FOR ALL MECHANICAL AND ADHESIVE ANCHORS PER THEAPPLICABLE BUILDING CODE AND PER THE CURRENT ICC-ES REPORT (IBC 2012 TABLE1705.3 NOTE B).

J. THE FOLLOWING MANUFACTURER'S HAVE BEEN PRE-APPROVED FOR SUBMITTAL.A. POWERS FASTENERS B. HILTI INC. C. SIMPSON

K. CONCRETE ANCHORS:K1. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN

ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193 FOR CRACKED, UNCRACKED AND SEISMICCONCRETE RECOGNITION.

K2. ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE INACCORDANCE WITH ACI 355.4 AND ICC308 FOR CRACKED, UNCRACKED AND SEISMICCONCRETE RECOGNITION.

K3. PRE-APPROVED ADHESIVE ANCHORS INCLUDE: CAST-IN-PLACE INSERTS SHALL HAVEBEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC446 FORCRACKED, UNCRACKED AND SEISMIC CONCRETE RECOGNITION.

L. MASONRY ANCHORS:L1. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN

ACCORDANCE WITH ICC-ES AC01 OR AC106.L2. ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN

ACCORDANCE WITH ICC-ES AC58.

M. POWER ACTUATED FASTENERS:M1. POWER ACTUATED FASTENERS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE

IN ACCORDANCE WITH ICC-ES AC70.

ROOF PRESSURES

NEGATIVE ZONE 1

10 SF

-39.3 PSFNEGATIVE ZONE 3

50 SF 100 SF

WALL PRESSURES

NEGATIVE ZONE 4

NEGATIVE ZONE 5

POSITIVE ZONE 4 & 5

COMPONENTS & CLADDING PRESSURES

NOTES:1. ALL WIND DESIGN LOADS TO BE DETERMINED AND APPROVED

BY A REGISTERED DESIGN PROFESSIONAL FOR COMPONENTSAND CLADDING NOT DESIGNED BY THE ENGINEER OF RECORD.

2. VALUES GIVEN ABOVE ARE NOMINAL WIND PRESSURES (ASDVALUES).

POSITIVE - ALL ZONES

OVERHANG ZONE 1&2

OVERHANG ZONE 3

-23.6 PSF -16.9 PSF

-26.1 PSF -19.6 PSF -16.9 PSF

-15.5 PSF -14.6 PSF -14.2 PSF

-22.4 PSF -21.5 PSF -21.1 PSF

-36.9 PSF -18.5 PSF -10.5 PSF

10.0 PSF 10.0 PSF 10.0 PSF

-15.4 PSF -13.3 PSF -11.9 PSF

-19.0 PSF -14.8 PSF -11.9 PSF

14.2 PSF 12.1 PSF 10.7 PSF

NEGATIVE ZONE 2

PARAPET PRESSURES

CASE A: INTER. ZONE 36.9 PSF 25.1 PSF 23.6 PSF

50.5 PSF 25.1 PSF 23.6 PSFCASE A: CORNER ZONE

CASE B: INTER. ZONE

CASE B: CORNER ZONE

-25.8 PSF -21.5 PSF -18.4 PSF

-29.5 PSF -23.0 PSF -18.4 PSF

10 SF 50 SF 100 SF

10 SF 50 SF 100 SF

A B C D E F G H J K L M

PROFESSIONAL CERTIFICATION: I CERTIFY THAT THESE DOCUMENTS WERE PREPAREDOR APPROVED BY ME, AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWSOF THE STATE OF MARYLANDLICENSE NUMBER: 16139EXPIRATION DATE: 08/14/2018

no. date revision

© Hord Coplan Macht, Inc.

2

3

4

5

6

7

8

9

1

ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

Drawing

Scale

Date

ARCHITECTHord Coplan Macht, Inc.750 E. Pratt St, Suite 1100 Baltimore, MD 21202p. 410. 837. 7311 f. 410. 837. 6530

STRUCTURAL ENGINEERFaisant Associates, Inc.810 Light St, Suite 100 Baltimore, MD 21230p. 410.783.1696

M/E/P/IT ENGINEER

FOOD SERVICE

Project Number

Alban Engineering, Inc.303 International Cir, Suite 450 Hunt Valley, MD 21030p. 410.842.6411

Nyikos Associates, Inc.18219A Flower Hill Way Gaithersburg, MD 20879p. 240.683.9530 f. 240.683.9532

Project Name

CIVIL ENGINEERMK Consulting Engineers, LLC301 Central Ave Glyndon, MD 21071p. 301.641.6074

FIRE PROTECTION ENGINEERKoffel Associates, Inc.8815 Centre Park Dr, Suite 200 Columbia, MD 21045p. 410.750.2246 f. 410.750.2588

5/24/2017 11:38:05 AM

As indicated

GEORGECROMWELLELEMENTARYSCHOOLREVITALIZATION

525 Wellham AvenueGlen Burnie, Maryland 21061

BID SET

04.03.2017

ANNE ARUNDEL COUNTY PUBLICSCHOOLS

216020

S1.00GENERAL NOTES,ABBREVIATIONS, ANDSYMBOLS

GEORGE CROMWELL ELEMENTARY SCHOOLREVITALIZATION

TOT. - TOTALTRANSV. - TRANSVERSETYP. - TYPICALU.N.O. - UNLESS NOTED OTHERWISEV.I.F. - VERIFY IN FIELDVERT. - VERTICALw/ - WITHw/o - WITHOUTW.P. - WORKING POINTWT. - WEIGHTW.W.F. - WELDED WIRE FABRICW.W.R. - WELDED WIRE REINFORCINGYD. - YARD

HORIZ. - HORIZONTALHT. - HEIGHTI.D. - INSIDE DIAMETERI.F. - INSIDE FACEIN. - INCHINFO. - INFORMATIONINT. - INTERIORJ.B. - JOIST BEARINGJT. - JOINTJST. - JOISTK - KIP (1000 LB)KO - KNOCKOUT(LO) - LOW MEMBERL.L. - LIVE LOADLB. - POUNDS (#)LG. - LENGTH, LONGLLH - LONG LEG HORIZONTALLLV - LONG LEG VERTICALLOC. - LOCATIONLONG. - LONGITUDINALLVL - LEVELMATL. - MATERIALMAX. - MAXIMUMMECH. - MECHANICALMEZZ. - MEZZANINEMFR. - MANUFACTUREMIN. - MINIMUMMISC. - MISCELLANEOUSMSNRY - MASONRYMTD. - MOUNTEDN.I.C. - NOT IN CONTRACTN.S. - NEAR SIDEN.T.S. - NOT TO SCALENO. - NUMBERO.C. - ON CENTERO.D. - OUTSIDE DIAMETERO.F. - OPPOSITE FACEO.H. - OPPOSITE HANDOPNG. - OPENINGOPP. - OPPOSITEP.S.I. - POUNDS PER SQUARE INCHPAR. - PARALLELPERP. - PERPENDICULARPL. - PLATEPLATF. - PLATFORMPLYWD - PLYWOODPNL. - PANELP.S.F. - POUNDS PER SQUARE FOOTPT. - POINTQTY. - QUANTITYR. - RADIUSR.D. - ROOF DRAINR.H. - RIGHT HANDR.O. - ROUGH OPENINGREF. - REFERENCEREINF. - REINFORCEMENTREB - REINFORCED EXISTING BEAMREJ - REINFORCED EXISTING JOISTREQD. - REQUIREDREV. - REVISIONSCH. - SCHEDULESECT. - SECTIONSEP. - SEPARATESHT. - SHEETSIM. - SIMILARSPEC. - SPECIFICATIONSQ. - SQUARESTD. - STANDARDSTIFF. - STIFFENERSTL. - STEELSTRUCT. - STRUCTURALSUSP. - SUSPENDEDSYM. - SYMMETRICALT&B - TOP AND BOTTOMT.O.S. - TOP OF STEELTEMP. - TEMPORARYTHK. - THICKTHRU. - THROUGH

A.B. - ANCHOR BOLTSADDL. - ADDITIONALADH. - ADHESIVEAGGR. - AGGREGATEALT. - ALTERNATEANC. - ANCHORAPPD. - APPROVEDARCH. - ARCHITECTURALAVG. - AVERAGEB.O.S. - BOTTOM OF STEELB.PL. - BASE PLATEB.S. - BOTH SIDESB.W. - BOTH WAYSBET. - BETWEENBLDG. - BUILDINGBLK. - BLOCKINGBM. - BEAMBOT. - BOTTOMBRG. - BEARINGCIP - CAST-IN-PLACEC TO C - CENTER TO CENTERC.J. -

-CONSTRUCTION JOINT,CONTROL JOINT

CHAM. - CHAMFERCIR. - CIRCLECL. - CLEAR, CLEARANCECMU - CONCRETE MASONRY UNITSCOL. - COLUMNCONC. - CONCRETECONN. - CONNECTIONCONST. - CONSTRUCTIONCONST. - CONTINUOUSCTR - CENTERCU. FT. - CUBIC FOOTCU. IN. - CUBIC INCHD.L. - DEAD LOADDBL. - DOUBLEDET. - DETAILDEV. - DEVELOPDIA. - DIAMETERDIAG. - DIAGONALDIM. - DIMENSIONDN. - DOWNDVTL. - DOVETAILDWG. - DRAWINGDWL. - DOWEL(E) - EXISTING MEMBERE.F. - EACH FACEE.J. - EXPANSION JOINTE.W. - EACH WAYE.O.S. - EDGE OF SLABEA. - EACHEL. - ELEVATIONELEV. - ELEVATOREMBD. - EMBEDMENTENCL. - ENCLOSUREENGR. - ENGINEEREQ. - EQUALEQUIP. - EQUIPMENTEQUIV. - EQUIVALENTEXIST. - EXISTINGEXP. - EXPOSEDEXT. - EXTERIORF.O.M. - FACE OF MASONRYF.S. - FAR SIDEFDN - FOUNDATIONFIN. - FINISHFL. - FLOORFLG. - FLANGEFRMG. - FRAMINGFT. - FOOTFTG. - FOOTINGGA. - GAGEGALV. - GALVANIZEDGEN. - GENERALGR. - GRADE(HI) - HIGH MEMBERHK. - HOOK

ABBREVIATIONS GENERAL NOTES

SHEET NO. SHEET TITLES1.00 GENERAL NOTES, ABBREVIATIONS, AND SYMBOLSS1.01 LOWER FOUNDATION PLAN - PHASE 1S1.02 LOWER FOUNDATION PLAN - PHASE 1S1.03 LOWER FOUNDATION & UPPER FLOOR FRAMING PLANS - PHASE 2S1.04 UPPER FOUNDATION PLAN - PHASE 3S1.05 LOWER FOUNDATION PLAN - PHASE 4S2.01 LOW ROOF FRAMING PLAN - PHASE 1S2.02 LOW ROOF FRAMING PLAN - PHASE 1S2.03 LOW ROOF FRAMING PLAN - PHASE 2S2.04 LOW ROOF FRAMING PLAN - PHASE 3S2.05 LOW ROOF FRAMING PLAN -PHASE 4S2.06 GYM & LOBBY ROOF FRAMING PLAN - PHASE 1S2.07 HIGH ROOF FRAMING PLAN - PHASE 1S2.08 MECHANICAL PENTHOUSE ROOF FRAMING PLAN - PHASE 2/3S2.09 MECHANICAL PENTHOUSE ROOF FRAMING PLAN - PHASE 4S3.01 BUILDING SECTIONSS3.02 BUILDING SECTIONSS3.03 ELEVATIONS & DETAILSS4.01 WALL SECTIONSS4.02 WALL SECTIONSS4.03 WALL SECTIONSS4.04 WALL SECTIONSS4.05 WALL SECTIONSS4.06 WALL SECTIONSS4.07 SECTIONS & DETAILSS4.08 SECTIONS & DETAILSS4.09 WALL SECTIONSS5.01 TYPICAL DETAILSS5.02 TYPICAL DETAILSS5.03 TYPICAL DETAILSS5.04 TYPICAL DETAILSS5.05 TYPICAL DETAILSS6.01 SCHEDULES & DETAILSS7.01 JOIST DIAGRAM

SYMBOL LEGEND

2 05-24-17 Addendum 2

2

6 7 85

I

J

K

L

43.2

L8

EXIS

TIN

G R

OO

F D

ECK

& JO

ISTS

1S4.07

1S4.07

1S4.05

3S4.05

6"

L3

2S4.07

2S4.07

4S4.07

8S4.06

W14

X30

(N)

OUTLINE OF MECH.PENTHOUSE ABOVE(TYP.)

HSS8X2X1/4(N)BTWN. JOISTSBELOW (TYP.)

6S4.07

8S4.06

Sim

ROOF OUTLINE

SEE NOTE 14

SEE NOTE 14 SEE NOTE 14

2S4.09

3S4.09

NEW BRACING, SEE 4/S5.02FOR ADDL. INFO. LOC. ATEA. EXIST. OPNG. JAMB &4'-0" O.C. MAX.

2S4.09

Sim3

S4.09

SimROOF OUTLINE

E.J.2"

#5 @ 8"O.C.

MP-A

(REJ1)

(REJ1)

(REJ1)

(REB2)

(REB2)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REB2)

(REB2)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REB2)

(REB2)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REB2)

(REB2)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

2S3.03

Sim

2S3.03

Sim

(REB

5)(R

EB5)

SEE 8/S5.05FOR OPNG

SEE 8/S5.05FOR OPNG

SEE 8/S5.05FOR OPNG

SEE NOTE 12.F ONS1.00 FOR JOISTBRIDGING INFO.

FRAMING PLAN NOTES:

1. TYPICAL ROOF DECK: 1-1/2" X 22 GAGE GALVANIZED TYPE B STEEL DECK, TYPICAL AT ALL ROOFS (U.N.O.).2. T.O.S. INDICATED ON PLAN, ELEVATION TO TOP OF STEEL BEAM OR GIRDER.3. "SP"- INDICATES "SPECIAL JOIST". SEE SERIES S7.01 FOR JOIST LOADING DIAGRAMS.4. - INDICATES ROOFTOP EQUIPMENT. SEE MECHANICAL DRAWINGS FOR LOCATIONS & SIZES OF FLOOR, ROOF, & WALL

PENETRATIONS. SEE S5.02 FOR DETAILS. COORDINATE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR OPENING AND RTU SIZESAND LOCATIONS. CONTRACTOR SHALL COORD. ROOF JOIST LOC. WITH RTU CURB & OPNG. REQUIREMENTS.

5. OR - INDICATES JOIST BRIDGING. BRIDGING SHALL COMPLY WITH S.J.I. REQUIREMENTS.6. - INDICATES CMU BEARING AND OR SHEAR WALL.7. - U.N.O., INDICATES CROSS BRACING @ 4'-0" O.C. MAXIMUM, SEE 4 & 9 ON S5.02.8. SEE S1.00 FOR GENERAL NOTES.9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT INDICATED.10. SEE SERIES S5 FOR TYPICAL DETAILS, AND SERIES S6.01 FOR COLUMN AND MISCELLANEOUS SCHEDULES.11. OFF GRID FILLER BEAMS AND ROOF JOISTS ARE TO BE EQUALLY SPACED BETWEEN GRID LINES (U.N.O.).12. "SJ" - INDICATES STRUCT JOIST LOCATION.13. - INDICATES EXISTING STRUCTURE.14. - INDICATES 3" WIDE COLD-FORMED STEEL STRAP CROSS BRACING EACH SIDE OF EXISTING CMU PARTITION WALLS. WELD

STRAPS TO EXISTING TUBE COLUMNS EACH END. SCREW STRAPS TO WALLS AT 16" O.C.15. L(NO.) - INDICATES STEEL LINTEL. SEE S5.03 FOR ADDITIONAL INFORMATION.16. FOR ALL SECONDARY STEEL SUPPORTUNDER AHU CURBS, SEE 7/S5.02 FOR MORE INFORMATION.17. - INDICATES MOMENT CONNECTION. SEE 12/13 ON S5.02 FOR ADDITIONAL INFO.18. PROVIDE 1/2"x7"x7" BEARING PLATE AT ALL STEEL BEAM (NON-LINTELS)BEARINGS UNLESS NOTED OTHERWISE ON PLAN.19. ALL 'REB' & 'REJ' REINFORCEMENT WORK TO BE COMPLETE PRIOR TO ERECTING DOGHOUSE STRUCTURE & INSTALLING MECHANICAL

EQUIPMENT. REFER TO SHEET S5.05 FOR ADDITIONAL REINFORCEMENT INFO. FOR EXIST. BEAMS & JOISTS.20. (No.) SHOWN AT MEMBER ENDS INDICATES END REACTION IN KIPS. IF NO REACTION IS INDICATED, PROVIDE CONNECTION WITH A

CAPACITY OF NOT LESS THAN 12 KIPS.

3S3.03

3S3.03

2.1 2.3 3.1 3.3 4.1 5

B

D

4S4.05

4S4.09

2S4.06

3S4.065

S4.05

8S4.07

EXIS

TIN

G B

OX

GIR

DER

EXIS

TIN

G B

OX

GIR

DER

EXIS

TIN

G B

OX

GIR

DER

EXIS

TIN

G B

OX

GIR

DER

EXIS

TIN

G B

OX

GIR

DER

EXIS

TIN

G B

OX

GIR

DER

ROOF OUTLINE

EXISTING ROOF DECK,

TS8x6(E)TS8x6(E) TS8x6(E) TS8x6(E) TS8x6(E) TS8x6(E)

12B14(E)(TYP.)

12B14(E)(TYP.)

4S4.06

C9X13.4

C9X13.4 (N)

(N)

/1 S2.05

/1 S2.04

3I (E

)

6S4.05

L4L4L13L14L7

HSS8X6X5/16 (N) HSS8X6X5/16 (N) HSS8X6X5/16 (N) HSS8X6X5/16 (N)

(REJ1) (REJ1)

HSS5X2 1/2X1/4(N)BELOW COLD-FORMED STL.POST (TYP.)



no. date revision


2

3

4

5

6

7

8

9

1

ARCHITECTURE


PLANNING

INTERIOR DESIGN

Drawing

Scale

Date



M/E/P/IT ENGINEER

FOOD SERVICE

Project Number



Project Name



5/24/2017 11:37:47 AM

1/8" = 1'-0"



BID SET

04.03.2017


216020

S2.03LOW ROOF FRAMINGPLAN - PHASE 2


1/8" = 1'-0"S2.03PARTIAL LOW ROOF FRAMING PLAN - PHASE 22

8 0 8 16

SCALE OF FEET1/8" = 1'-0"

Phase 2

KEY PLANN

Phase 2


2 05-24-17 Addendum 2

2

2

FRAMING PLAN NOTES:







1 2

6

5

G

H

I

J

D

E

F

K

L

43.23

EXISTING ROOF DECK & JOISTS

EXIS

TIN

G R

OO

F D

ECK

& JO

ISTS

AHU-4,7,000LBS

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REB

)

(REJ1)

(REJ1)

(REJ4)

(REJ4)

(REJ4)

(REJ4)

(REJ4)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REB

4)

(REJ

1)

(REJ

1)

(REJ

1)

(REJ

1)

--

(REJ1)

(REJ1)(REJ1)

(REB2)

4S4.07

3S4.07

W14

X30

(N)

W14

X30

(N)

W14

X30(

N)

(REJ1)



(REB2)

(REB2)

(REB

1)(R

EB1)

(REB

1)

(REB2)(REJ1)

(REJ1)



2S4.07

Sim

5S4.07

HSS5x2 1/2x1/4(N)BELOW COLD-FORMED STL.POST (TYP.)


4S4.07

Sim

3S4.07

Sim

8S4.06

Sim

8S4.06

Sim8S4.06

Sim

ROOF OUTLINE

ROOF OUTLINE

ROOF OUTLINE

7S4.07

SEE NOTE 14

SEE NOTE 14

SEE NOTE 14



2S4.09

Sim

3S4.09

Sim

/1 S2.03

(REJ

1)(R

EJ1)

(REJ

1)(R

EJ1)

(REJ

1)(R

EJ1)

(REJ

1)(R

EJ1)

(REJ

1)

(REJ

1)

(REJ

1)

(REJ

1)

(REJ

1)

(REJ

1)

(REJ1)

(REJ4)

(REJ3)

(REJ3)

(REJ3)

(REB3)

(REB3)

(REJ3)

(REJ3)

(REJ3)

(REJ3)

(REJ3)

(REJ3)

(REJ3)

(REJ3)

(REJ3)

2S3.03

Sim2

S3.03

Sim


L4L4L13L14L7

(REB

5)(R

EB5)

(REJ1) (REJ1)

32' - 0" 32' - 4"

(REJ4)

(REJ4)

(REJ4)

(REJ4)

(REJ4)

(REJ4)(REJ4)

8S4.06

Sim

8S4.06

Sim

ACCU-2,1,500LBS

SEE 8/S5.05FOR OPNG

SEE 8/S5.05FOR OPNG

SEE 8/S5.05FOR OPNG

PROVIDE SHIMSBELOW EXISTING BULBTEE PURLINS AT BRG.ON NEW W14 (TYP.)


SEE

NO

TE 1

2.F

ON

S1.0

0 FO

R J

OIS

TBR

IDG

ING

INFO

.

10S5.05

Sim



no. date revision


2

3

4

5

6

7

8

9

1

ARCHITECTURE


PLANNING

INTERIOR DESIGN

Drawing

Scale

Date



M/E/P/IT ENGINEER

FOOD SERVICE

Project Number



Project Name



5/24/2017 11:38:40 AM

1/8" = 1'-0"



BID SET

04.03.2017


216020

S2.04LOW ROOF FRAMINGPLAN - PHASE 3


8 0 8 16


1/8" = 1'-0"S2.04PARTIAL LOW ROOF FRAMING PLAN - AREA D1

KEY PLANN

Phase 3

2 05-24-17 Addendum 2

2

2

2

2

2

FRAMING PLAN NOTES:







6

7 8 9 10 11

5

B

C

D

E

F

22K4

12.1

EXIS

TIN

G R

OO

F D

ECK

& JO

ISTS

EXIS

TIN

G R

OO

F D

ECK

& JO

ISTS

ROOF INFILL @ EXIST.CHIMNEY, SEE NOTE 1

2S4.05

2S4.06

3S4.06

(REJ2)

(REJ1)

(REJ1)

(REJ2)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

(REJ1)

EXIS

TIN

G B

OX

GIR

DER

TS8x6(E)

FOLDING PARTITIONSUPPORT. SEE S5.05FOR DETAIL

SJ

(REJ1)(REJ1)(REJ1)(REJ1)(REJ1)


(REB2)

(REB2)

(REB2)

(REB2)

(REB2)

(REB2)

(REB2)

(REB2)

(REB2)

(REB2)

(REB2)

(REB2)

(REB2)

(REB2)

1S4.07

Sim2

S4.07

Sim

3S4.07

Sim

8S4.06

Sim ROOF OUTLINE

ROOF OUTLINE

SEE NOTE 14 SEE NOTE 14 SEE NOTE 14

SEE NOTE 14 SEE NOTE 14 SEE NOTE 14


2S4.09

Sim3

S4.09

Sim

/1 S2.02

/1 S2.03

E.J.2"

3I (E

)

W4X13 (N) WELD TO EXIST.JOIST & STL. BEAM. SHOREEXIST. PURLINS BEFORECUTTING & REWELD TO NEW W4

6S4.05

SEE NOTE 1

L5X5X3/8 (N)

3S4.05

Sim

L4

3/4"x7"x0'-9"BRG. PL

THIS END

SEE 8/S5.05FOR OPNG

SEE 8/S5.05FOR OPNG

SEE 8/S5.05FOR OPNG

NEW 8"CMU+4"BRICK





no. date revision


2

3

4

5

6

7

8

9

1

ARCHITECTURE


PLANNING

INTERIOR DESIGN

Drawing

Scale

Date



M/E/P/IT ENGINEER

FOOD SERVICE

Project Number



Project Name



5/24/2017 11:38:23 AM

1/8" = 1'-0"



BID SET

04.03.2017


216020

S2.05LOW ROOF FRAMINGPLAN -PHASE 4


8 0 8 16



Phase 4

KEY PLANN

2 05-24-17 Addendum 2

2

2

LINTEL SCHEDULEMARK SIZE DETAIL(S)

1/S5.03BRG LENGTH OR

BRG. PL. [t x N x B]*BOTT.PLATE

L1 2-L5x3-1/2x1/2 LLV+ L8x4x7/16 LLH

BRG DETAIL DIM. "d"

D1 6" B3/B4 ON 2/S5.03

L2 2-L5x5x1/2 +L8x4x7/16 LLH

D2 6"

L3 D5 6"

L4 2-L5x5x1/2 D5 6"

L5 W8x24 D3

L6 W8x24 D4

CL BM & 6" OR 8" CMU

CL CMU WALL

SEE SCHED. FOR BEAMHOHMANN & BARNARD #359 WELD-ON TIE W/#VMT ANC. @ 16" O.C.

3/16 2-12

D3

D6

D2

CL BM & 12" CMU

CL BM.

D4

D7

3/16 2-12

3/16 2-12

3/16 2-12

CONT. PL., HOLD 1/2"CLEAR FROM EACH JAMB

1/2"Øx18" LG DEFORMED BARANC. @ 32"O.C. MAX., GROUTFIRST COURSE OF CMU SOLIDCONTINUOUSLY. OFFSET BARTO CLEAR CMU FACE SHELL

SEE SCHED. FOR BEAMHOHMANN & BARNARD #359 WELD-ON TIE W/ #VMTANC. @ 16" O.C. E.S.

1/2"Øx18" LG. DEFORMED BARANCHOR @ 32"O.C. MAX.,GROUT FIRST COURSE OFCMU SOLID CONTINUOUSLY

SEE SCHED. FOR BEAM

HOHMANN & BARNARD #359 WELD-ON TIE W/#VMT ANC. @ 16" O.C.

1/2"Øx18" LG DEFORMED BARANC. @ 32"O.C. MAX, GROUTFIRST COURSE OF CMU SOLIDCONTINUOUSLY

SEE SCHED. FOR BEAMHOHMANN & BARNARD #359WELD-ON TIE W/ #VMT ANC.@ 16" O.C. E.S.

12" CMU

CL CMU WALL

1" EA. ENDAND MID SPAN




8" OR 12" CMU


D5

CL CMU WALL

CL CMU WALL

D1

8" CMU


3/8"x14-3/4" C.L. OF WALL

L7

W8x24 D6 8"L8

W8x24 D7 3/8"x11"

L9 W16x36 D3 3/8"x14-3/4"

L10

L11

W16x40 D3 3/8"x14-3/4" 11"

W16x50 D6

B3/B4 ON 2/S5.03

B3/B4 ON 2/S5.03

B3/B4 ON 2/S5.03

SCHEDULE NOTES:1. PROVIDE ONE OF THE FOLLOWING ANGLES, LLV, FOR EACH 4" OF WALL THICKNESS AT SCUPPERS, & MISCELLANEOUS ELECT. OR MECH. PENETRATONS OF INTERIOR & EXTERIOR MASONRY BEARING WALLS: NO LINTEL IS REQUIRED AT R.O. < 0'-8". 0'-8" ≤ R.O. ≤ 2'-0": L4x3 1/2x3/8 LLV 2'-0" ≤ R.O. ≤ 5'-4": L5x3 1/2x3/8 LLV SEE MECHANICAL DWGS. FOR LOCATIONS & 3/S5.03 FOR BEARING DETAIL. WHERE OPENING OCCURS IN CAVITY WALL, PROVIDE L8x4x7/16 LLH FOR BRICK VENEER, AT CONDITION 'D1' OR 'D2' AS APPLICABLE, WITH 6" BRG. EA. END.

3. NOTIFY ARCHITECT IF LINTEL SIZE IS NOT PROVIDED FOR OPENING OR SPAN LIMIT INDICATED IN NOTES 2 & 5 IS EXCEEDED.

4. SEE S5.03 FOR BEARING DETAILS.

5. * SEE DETAIL FOR BEARING PLATE DIMENSIONS.

6. UNLESS NOTED OTHERWISE, FOR OPENINGS IN INTERIOR, NON-BEARING CMU WALLS PROVIDE THE FOLLOWING WITH 6" BRG. EA. END. R.O. = "ROUGH OPENING:"

4" CMU: (PRECAST CONC.) R.O. ≤ 4'-0" - 4"x8" w/ 1-#3 TOP & BOTT. 4'-0" < R.O. ≤ 6'-8" - 4"x8" w/ 1-#4 TOP & BOTT.

6" CMU: R.O. ≤ 4'-0" - 2-L3x2 1/2x3/16 LLV 4'-0" < R.O. ≤ 6'-0" - 2-L3 1/2x2 1/2x3/8 LLV 6'-0" < R.O. ≤ 10'-0" - W8x10 10'-0" < R.O. ≤ 12'-0" - W8x15

8" CMU: R.O. ≤ 4'-0" - 2-L3-1/2x3-1/2x1/4 4'-0" < R.O. ≤ 6'-0" - 2-L4x3x5/16 LLV 6'-0" < R.O. ≤ 8'-0" - 2-L5x3-1/2x5/8 LLV 8'-0" < R.O. ≤ 10'-0" - W8x13 + 7" WIDE PL. [SEE DETAIL 1-D6/S5.03]

8"+4" CMU @ EXISTING BLDG: R.O. ≤ 4'-0" - 3-3-1/2x3-1/2x5/16 4'-0" < R.O. ≤ 6'-0" - 3-L4x3-1/2x1/2 LLV 6'-0" ≤ 10'-0" - W8x24 + 11" WIDE PL. [SEE DETAIL 1-D8/S5.03]

12" CMU: R.O. ≤ 4'-0" - 2-L5x3-1/2x5/16 LLH

7. SEE 3/S5.03 FOR ADDITIONAL INFO.

8. PROVIDE TEMPORARY SHORING FOR LINTELS TO PREVENT THEIR ROTATION UNTIL AFTER MASONRY INSTALLATION IS COMPLETED.

1/2" x 8" x 0'-7" PL.

B1/B4 ON 2/S5.03

1/2" x 7" x 0'-8" PL.

1/2" x 8" x 0'-7" PL.

1/2" x 6" x 0'-8" PL.

- -

3/4" x 9" x 0'-7-1/2" PL.

B2 ON 2/S5.03

B2 ON 2/S5.03

B2 ON 2/S5.03

B2 ON 2/S5.03

- -

B2 ON 2/S5.03

NOTE: BRICK COURSING TYPE IS DIAGRAMMIC. REFER TO ARCH.ELEVATIONS FOR ACTUAL COURSING TYPE (TYP.)

1/2"Øx18" LG. DEFORMEDBAR ANCHOR @ 32"O.C. MAX.,GROUT FIRST COURSE OFCMU SOLID CONTINUOUSLY

CL BM.

D8

3/16 2-12


EXISTING CMU

HOHMANN & BARNARD #359 WELD-ON TIE W/#VMT ANC. @ 16" O.C.

L13 W16x36 D7/D8 B2 ON 2/S5.03

12" CMU

4" + 8" ORL14 W8x24 D8 3/8"x11"3/4" x 7" x 0'-9" PL. B2 ON 2/S5.03

NEW CMU INFILL

L15 W24x76 D7 3/8"x11"1" x 12" x 0'-11" PL. B2 ON 2/S5.03

L16 W16x40 D7 3/8"x11"- - B2 ON 2/S5.03

2-L5x3-1/2x1/2 LLV

10 1/2"

L12 W8x10 D7 1/2" x 7" x 0'-8" PL. B2 ON 2/S5.03 3/8"x7.5"

1' - 5"1' - 3 3/4"

'd'

1' - 3 3/4" 1' - 7 3/4"

'N'

'B'

BRG PLATE DETAIL

PLATE

BEAM

3/4" x 9" x 0'-7-1/2" PL.

C.L. OF WALL

WF LINTEL w/ BOTT.PLATE - SEE LINTELSCHED.

FOR BRG. LENGTHSEE LINTEL SCHED.

1/2"

B1

SEE S5.04 FORWALL REINF.

16"X16" GROUT-FILLEDCMU BELOW LINTEL BRG.GROUT MUST NOT BEPLACED UNTIL JUSTPRIOR TO LINTEL INSTALL.TO ALLOW FOR STUDANC. EMBEDMENT

1" 3"2-1/2" DIA. X 4" LG.SHEAR STUDS. LOC.AT LINTEL CL

WF LINTEL w/ BOTT.PLATE - SEE LINTELSCHED.

1/2"

B2


16"X16" GROUT-FILLEDCMU BELOW LINTEL BRG.GROUT MUST NOT BEPLACED UNTIL JUSTPRIOR TO LINTEL INSTALL.TO ALLOW FOR STUDANC. EMBEDMENT

1" 3"

STL. BRG. PLATE - (SEELINTEL SCHED.) + 2-1/2"DIA. x4" LG. SHEAR STUDS

3/16 2

(ELEVATION) (ELEVATION)

LINTEL ABOVE


BRICK -SEE ARCH.

SEE

SCH

ED.

B4 (PLAN)

PACK MASONRYSOLID AROUNDLINTEL BRG.


ANGLE LINTEL -SEE SCHED.

B3


16"X16" GROUT-FILLED CMU BELOWLINTEL BRG.

(ELEVATION)


FOR BRG. LENGTHSEE LINTEL SCHED.

FULL HGT.,AS NOTED

INTERRUPTEDREBAR

NOTE: AT LOCATIONS WHERE REQUIRED LINTELBEARING CANNOT BE ACHIEVED DUE TO THEPRESENCE OF A NEW OR EXISTING BUILDINGCOLUMN, PROVIDE A CONNECTION DIRECTLYTO THE COLUMN (TYP.)

RETURN BRICK@ CAVITY

LINTEL, SEE LINTEL NOTESFOR SIZES AT DUCT OPNGS,1C & 1D FOR ADDL. INFO.

TYP.: ½ x (L1 + L2) > 2'-0"IF < 2'-0" : R.O. = L1 + L2 (I.E. COMBINE OPENINGS AND CREATE ONE R.O.)

BOND BM. BELOWROOF JOIST BRG.

WALL OPNG. FORDUCTWORK.DO NOT INTERRUPTBOND BMS.

NOTES:1. FLOOR/ROOF STRUCTURE NOT SHOWN.2. SEE S5.03 FOR LINTEL DETAILS AND SCHED.3. SEE S5.04 FOR WALL REINFORCING.

L1 . L2 8"

MIN

.

1' -

4"

PROVIDE 2-L3x3x1/4" x 0'-3"WELDED EACH SIDE OF WEBFOR W12 OR LARGER, 1 ANGLEEA. SIDE FOR W10 & SMALLER.PACK BLOCK TIGHTLY AROUNDANGLES, TYP.

3/16TYP.

BRG. PLATE + 2-1/2"DIA. X 4" LG. SHEARSTUDS. SEE PLAN FORBRG. PLATE SIZE. PROVIDE1/2"x7"x7" BEARING PLATE IF NO PLATE IS INDICATEDON PLANS

16"X16" GROUT-FILLEDCMU BELOW BEAM BRG.

STL. BEAM -SEE PLAN

CMU WALL

3/16 3

EPOXY BONDINGCOMPOUND

1' -

0"4"

3"

3"

4" CUT OUT AS REQD. 4"

EXIST FLOORTO REMAIN

EXIST FLOORTO REMAIN

COMPACTED FILL

NEW PSI CONC. SLABSTEEL TROWEL FINISHFLUSH TO EXIST. CONC.

#5@12" O.C.

6 MIL POLYETHYLENELAP EXIST. 4"

NEW PIPING

SEE ARCH. DWGS. FORDEPTHS AND LOCATIONSOF DEPRESSIONS

WIREMESHREINF. 6"SLABS

NOTE: H INDICATED SLAB THICKNESS, SEE PLAN.

.

H

H

1/2 " PREMOLDED JT.w/ DOWEL AT COOLERBOXES - SEE 13A/S5.01

1/2 " PREMOLDEDJT. FILLER

SEE 1/S5.01 FORTYP. SLAB-ON-GRADE INFO. 10

"CL.3"

CL.3"

#5@12" O.C.EA. WAY

NOTE: SEE FND. PLANSFOR LOCATIONS.

MAX.

7 1/2"

PLAN

K +

TOPP

ING

6" O

R 8

" CO

NC

.

EXIST. REINF.(TYP.)

NEW OPNG.

SECTION PLAN

EXIST. REINF.(TYP.)

ANY

LEN

GTH

MAX. 7 1/2" DIA. CORE-DRILLED OPNG. MULTIPLEOPNGS. MAY BE CREATEDALONG THE PLANK SPAN

EXIST. PLANKJT. (TYP.)

NOTE: FIELD VERIFY REINF. LOC.BY NON-DESTRUCTIVE MEANSPRIOR TO DRILLING HOLES IN EXIST.CONC. PLANK. REINF. SHALL NOT BECUT WITHOUT PRIOR APPROVAL OFTHE ENGR.

PLAN

K +

TOPP

ING

6" O

R 8

" CO

NC

.

EXIST. REINF.(TYP.)

EXIST. SLEEVE (ASSUMED).IF SLEEVE IS NOT PRESENT,PROVIDE A METAL FORM TOPREVENT NEW INFILL CONC.FROM FILLING EXIST. PLANKVOID BEYOND ABANDONEDPENETRATION.

COLD-FORMEDSTL. FORM

.

FILL ABANDONED PENE.W/ CONC. OR APPROVEDPATCHING MATL. REFERTO M.E.P. DWGS. FOR LOC.



no. date revision


2

3

4

5

6

7

8

9

1

ARCHITECTURE


PLANNING

INTERIOR DESIGN

Drawing

Scale

Date



M/E/P/IT ENGINEER

FOOD SERVICE

Project Number



Project Name



5/24/2017 11:38:30 AM

3/4" = 1'-0"



BID SET

04.03.2017


216020

S5.03TYPICAL DETAILS


3/4" = 1'-0"S5.03LINTEL SCHEDULE AND DETAILS1

3/4" = 1'-0"S5.03TYPICAL LINTEL BEARING DETAILS2

3/4" = 1'-0"S5.03TYPICAL ELEVATION AT MECHANICAL WALL PENETRATION3

3/4" = 1'-0"S5.03TYPICAL BEAM BEARING DETAIL4

3/4" = 1'-0"S5.03TYPICAL PIPE BELOW FOOTING DETAIL9

3/4" = 1'-0"S5.03TYP. DEPRESSED SLAB SECTION10

3/4" = 1'-0"S5.03TYPICAL SECTION AT EQUIPMENT SLAB5

3/4" = 1'-0"S5.03TYPICAL DETAIL FOR NEW OPENING IN EXISTING CONCRETE FLOOR PLANK6

3/4" = 1'-0"S5.03TYPICAL DETAIL AT ABANDONED FLOOR PENETRATIONS7

2 05-24-17 Addendum 2

2

2

22

HORIZONTALBRIDGING

JOIST, SEE PLANL2½x2½x¼. INSTALL PRIORTO REMOVING HORIZ. BRIDGING.PROVIDE IN JOIST BAYS EA. SIDEOF BAY WITH DUCT RUN.

HORIZ. BRIDGINGTO BE REMOVED

DUCT

1/8TYP.

JOIST, SEE PLAN ROOF DECK DIAGONAL JOIST BRIDGINGTO BE REMOVED

DIAGONAL JOIST BRIDGING, REFERTO JOIST ERECTION DWGS. FORADDL. INFO.

L2½x2½x¼, NEW

NEW DUCT

L2½x2½x¼, NEW

NOTE: PRIOR TO REMOVING BRIDGING AT DUCTWORK, ROOF DECK AND HORIZONTAL L2½x2½ MUST BE INSTALLED AND BRIDGING INADJOINING JOIST BAYS WELDED. DIAGONAL JOIST BRIDGING MAY NOT BE REMOVED IN ADJOINING JOIST BAYS. THIS DETAIL DOESNOT APPLY AT DLH JOIST LOCATIONS. BRIDGING FOR DLH JOISTS MAY NOT BE REMOVED OR RECONFIGURED WITHOUT PRIORAPPROVAL OF THE JOIST DESIGNER.

1/81/8

1/8TYP.

6" (U.N.O. IN SECTIONS)

WHERE DIM. EXCEEDS 8", PROVIDEA BENT PL. IN LIEU OF ANGLE

NOTE: DO NOT INSTALL HILTIKWIK BOLTS IN CMU HEAD JOINTS (TYP.)

JOIST BRIDGINGCONNECTION TO JOISTPER SUPPLIER.PROVIDE BOLTED CONN.AT JOIST ADJACENT TOWALL IN ALL CASES

FILL CMUSOLID8" ABOVE &BELOWANCHORS

L3x3x¼x0'-6" + ¾Ø4¾" HILTI KWIK BOLT III (TYP.)FOR JOISTS w/ CHORD SIZES17, 18, & 19, USE 12" LG. ANGLE+ 2-BOLTS @ 8" GA.

IF 1" ORLESS, FILLERNOT REQD.

FILLER PLATE

CUT AS WIDE ASPOSSIBLE

NOTE:ERECTOR TO CUT LAST ROW OF SHEETSTO FIT CONDITIONS AND ATTACH TOPRECEEDING ROW WITH #8 SCREWS @ 3" O.C.

EXIST. CHANNEL ATLAST WEB DIAG.

DETAIL B - H-SERIES SECTION C - H-SERIES

EXIST. DIAG.

EXIST. CHORD

NEW DIAG.REINF.

EXIST. GIRDER

SECTION D - H-SERIES

NEW BARS

BAR @ TOP & BOT.CHORDS EA. SIDE

CHORD REINFORCEMENT

ELEVATION

A

REJ1 3/4"Ø BAR

SPLICE DETAIL

BOTTOM CHORD REINF.

REJ1 3/4"Ø BAR

TOP CHORD REINF.

APPLY THIS DTL. AT ALL SPLICESOF REINFORCEMENT.

6' - 0"

SECT A - H-SERIES JOIST - REJ1/REJ2/REJ4

EXIST. JOIST

NEW STEEL BARREINFORCEMENTEA. SIDE, TOP &BOTTOM

EXISTING H-SERIES JOIST - ELEVATION

B

1

OPP. HANDDIAGONAL REINFORCEMENT SCHEDULE

JOISTMARK

WEB MEMBER

RIGHTLEFT

REJ1 - -

NOTE:1. CHORD REINF. LENGTHS ARE APPROXIMATE. EXTEND REINF. TO NEAREST PANEL PT. BEYOND INDICATED LENGTH.2. ROD REINF. SHALL BE ASTM A572, GRADE 50.

2

3

4

5

6

7

8

9

10

B

1

CL JOIST SPAN

6' - 0"

6' - 0" 6' - 0"

REJ2 3/4"Ø BAR

REJ2 3/4"Ø BAR

11' - 0" 11' - 0"

11' - 0" 11' - 0"

REJ3 3/4"Ø BAR

REJ3 3/4"Ø BAR

10' - 0" 10' - 0"

10' - 0" 10' - 0"

WEB REINFORCEMENT

EXIST. JOIST

L1-1/4x1-1/4x3/16 EA.SIDE OF EXIST. DIAG.MEMBER SEE SCHED.FOR LOCATIONS.MAINTAIN EXIST.WORKPTS.

REJ2

REJ3

3

- -

1 - 101 - 10

1 - 81 - 8

SEE SEATSECTION A-A

1/8 3TYP. (T&B)

L1-1/4x1-1/4x3/16 EA.SIDE OF EXIST. HATCHANNEL. SEESCHED. FORLOCATIONS. MAINTAINEXIST. WORKPTS.REMOVE HOLD-DOWNANCHOR @ BEARING& WELD JOIST TOGIRDER

2 - 8

1/8 3TYP.

PLATES NEAR SIDE/FARSIDE, 1/4" x 5" CUT TOFIT, REMOVE HOLD-DOWN ANCHOR @BEARING & WELD JOISTTO GIRDER

COPE BRG PLATEFOR ANGLE REINF.

JOIST SEAT REINFORCEMENT

PLATES NEARSIDE/ FAR SIDE,1/4" x 5" CUT TO FIT

1/8TYP.

C-C

SIDE VIEW - BVIEW C-C

[EX. 16H JOIST]

[EX. 16H JOIST]

[EX. 18H JOIST]

5" @ EA. END @ REJ2,TOP & BOTT. CHORDS

SECT A - H-SERIES JOIST - REJ3

EXIST. JOIST

NEW STEEL BARREINFORCEMENTEA. SIDE, TOP &BOTTOM

5

1½-6

TYP. @ EACH PANELPOINT & INTERMITTENLYAS SHOWN, TOP CHORD

REJ4 3/4"Ø BAR

REJ4 3/4"Ø BAR[EX. 16H JOIST]

REJ4 8 - 108 - 10

8' - 0" 8' - 0"

8' - 0" 8' - 0"

2

3

4

5

6

7

8

9

10

JOIST REINFORCEMENT NOTE:REMOVE AND REPLACE BOTTOMCHORD BRIDGING IF DISTURBEDDURING INSTALLATION OF JOISTREINFORCEMENT.

EXIST. JOISTW/ ROD DIAGONALS

EX. TOP CHORD

EX. BRG. PL.

A A

SIDE VIEW - A

NEW REINF. ANGLEWELDED TO EX. HATCHANNEL CHORD

BOTT. CHORD

1/8 3TYP.

1/8 3TYP. @GIRDERS

ANGLE REINF.

EX. HAT CHANNEL

TYP. EA. END @ REJ1,TOP & BOTT. CHORDS

TYP. @ EACH PANELPOINT & INTERMITTENLYAS SHOWN, TOP CHORD

TYP. EA. END @ REJ3,TOP & BOTT. CHORDS

TYP. @ EACHPANEL POINT &

INTERMITTENLYAS SHOWN,

BOTT. CHORDS

TYP. @ EACHPANEL POINT &

INTERMITTENLYAS SHOWN,

BOTT. CHORDS

2 - 12

1½-12

L3x3x1/4 HANGER @EACH JOIST, PROVIDE@ EACH END OFWALL EXTENT & @STACKING LENGTH

CONT. WT4x14, COORD.DOOR BOLTINGREQUIREMENTS W/ MFR.

FOLDING PARTITION

1/4" PLATE (TYP.)

L3x3x1/4 KICKER @ EACHHANGER LOCATION

EX. JOIST

3/16TYP.

SEE 4/S5.05 FOR JOISTREINFORCEMENT (TYP.)

3/16 2TYP.

EX. DECK

L3x3x1/4 DIAG. BRACE @EACH END OF WALLEXTENT

3/16 2TYP.

KICKER TOCONNECT ATPANEL POINT

CL OF EXIST. BEAM ORJOIST

L3x2x1/4 (N) TYP.NEW

OPE

NIN

G

L3x2x1/4 (N) TYP.

SEE PLAN

EXIST. DECK

3/16

AEXIST. MEMBER OR NEWC6X8.2 (N) FOR LENGTH >4'-0";L3x3x1/4(N) FOR LENGTH <4'-0"MEASURED PARALLEL TOEXIST. BEAM OR JOIST.HEADERS NOT REQUIRED FOROPNGS. < 0'-8".

EXIST. ROOFBEAM/JOIST

NEW INFILL DETAIL @ EXISTING ROOF OPENING

3/16

3/16

TO BE CLOSED

EXIST. OPNG

NEW 1-1/2" 22 GA. DECK,CONNECT TO ANGLE W/#12 SCREWS @ 8"O.C.2-12

NEW L2-1/2x2-1/2x1/4ON ALL 4 SIDES OFEXIST. OPENING

EXIST. ORNEWMEMBER

EXIST. DECK

NOTES:1. FIELD VERIFY EXACT SIZE & LOCATIONS.2. SEE ARCH &MECH. DWGS. FOR LOCATIONS.

3/16 2-12

SEE S5.02 FOR ROOF OPENING DETAIL AT NEW BUILDING

SEE SCHED ABOVEFOR PLATE SIZE

1/4 2-126" @ ENDS,T&B

REINFORCING PL -EA. SIDE OF BM.WEB. SEE BM.ELEVATIONSFOR EXTENT

EXIST. BM.EXIST. BM.

CASE BCASE A

A

EXIST. BEAM

8' - 0", CENTERED ON BEAM SPANEX. 12B14

EX. 14B17.2

EX. 14B17.2

REB1: 3/8" PL. x 6" WIDE (CASE A)

REB2: 7/16" PL. ON ONE SIDE (CASE B)

REB3: 1/2" PL. ON TWO SIDES (CASE C)

REINFORCEMENT PLATE

TYP.1"

1/4 2-126" @ ENDS,T&B

FULL LENGTH,HOLD PL. END 1 FT FROM COL. CL.

FULL LENGTH,HOLD PL. END 1 FT FROM COL. CL.

CL BEAM CENTER

COLUMN COLUMN

BEAM

1/4 2-127" @ ENDS,T&B


EXIST. BM.

CASE C

PLATE SPLICE

BOTTOM PLATE SPLICE

NOTES:1. JACK EXISTING STEEL BEAMS UPWARD TO A LEVEL ELEVATION, PRIOR TO THE INSTALLATION OF REINFORCING PLATES.2. FIELD VERIFY EXISTING CONDITIONS PRIOR TO FABRICATING REINFORCING PLATES.

1/4 2-127.5" @ ENDS,T&B


EXIST. BM.

CASE D

D/E

EXIST. BEAM

3' - 0"EX. 16WF50

EX. 16WF45

REB4: 7/16" PL. ON ONE SIDE (CASE D)

REB5: 7/16" PL. ON TWO SIDES (CASE E)

REINFORCEMENT PLATE

COLUMNSUPPORT

GIRDER BEAM

1/4 2-126" @ ENDS,T&B


EXIST. BM.

CASE E

COLUMNSUPPORT

COLUMNSUPPORT

REINF. PLATE

3' - 0"

8' - 0"

6' - 0"

EXIST. SUPPORTEDBEAMS W/ COPEDENDS

EXIST. DECK

SEE 6/S4.07 FOR1/2" STIFF. PL.

PROVIDE CLIP ANGLECONNECTIONS

REINFORCEMENT PLATE

NOTES:1. JACK EXISTING STEEL GIRDER UPWARD TO A LEVEL ELEVATION, PRIOR TO

THE INSTALLATION OF REINFORCING PLATES.2. FIELD VERIFY EXISTING CONDITIONS PRIOR TO FABRICATING REINFORCING

PLATES.3. FOR CASE D & E, WHERE SUPPORTED BEAMS INTERFERE WITH REINF.

INSTALLATION, SHORE SUPPORTED BEAMS & DISCONNECT THEM FROMGIRDER TO ALLOW FOR REINF. PLATE ERECTION. RECONNECT SUPPORTEDBEAMS TO REINF. PLATES PER DETAIL 9A/S5.05.

4. ALSO SEE 6/S4.07 FOR ADDL. INFO. SEE 7/S5.05 FOR DETAIL AT SPLICE INREINF.

EXISTING COL.

DETAIL 9A

EXIST. W16 BEAM

EXIST. ROOF

CLIP CONNECTION@ NEW W14 BEAM

SEE 2/S4.07FORNEW POST

EXIST. COLUMN



no. date revision


2

3

4

5

6

7

8

9

1

ARCHITECTURE


PLANNING

INTERIOR DESIGN

Drawing

Scale

Date



M/E/P/IT ENGINEER

FOOD SERVICE

Project Number



Project Name



5/24/2017 11:38:15 AM

As indicated



BID SET

04.03.2017


216020

S5.05TYPICAL DETAILS


3/4" = 1'-0"S5.05TYPICAL HORIZONTAL BRIDGING DETAIL1

3/4" = 1'-0"S5.05TYPICAL DETAIL AT DIAGONAL BRIDGING2

3/4" = 1'-0"S5.05TYPICAL JOIST BRIDGING ANCHORAGE DETAIL [U.N.O.]3

3/4" = 1'-0"S5.05ROOF DECK FILLER DETAIL5

3/4" = 1'-0"S5.05EXISTING ROOF JOIST REINFORCING DETAILS4

3/4" = 1'-0"S5.05FOLDING PARTITION DETAILS @ EXISTING JOISTS6

3/4" = 1'-0"S5.05TYPICAL DETAILS AT NEW OPENING & EXISTING OPENING INFILL8

3/4" = 1'-0"S5.05REINFORCED STEEL BEAM DETAILS7

3/4" = 1'-0"S5.05REINFORCED STEEL BEAM DETAILS9

2 05-24-17 Addendum 2

1" = 1'-0"S5.05CONNECTION DETAIL @ STEEL GIRDER10

2

2

2

2

2

2

ANCHOR BOLT SIZE &EMBEDMENT LENGTH

GROUND FLOOR

NEW HIGH ROOF

STEEL COLUMN SCHEDULE

COLUMN SIZE

BASE PLATE [TxBxW]

4- 3/4"Ø+ 9" EMBED.

3/4" x 12" x 12"

COLUMN DESIGNATION

BOTTOM ELEVATIONOF BASE PLATE -0.54'

BASE PLATE TYPE A

COLUMN SCHEDULE NOTES:1. SEE DETAIL 3/S6.01 FOR ANCHOR BOLT INFORMATION.2. SEE DETAIL 4 & 5/S6.01 FOR BASE PLATE INFORMATION.

L.1/8.6, L.1/9.4,M/10.9,L.9/12.9, L.9/13.8,

HSS7x5x1/2

E.8/12.6, F.3/12.6,G.1/12.6

NEW GYM ROOF

HSS7x5x1/2 HSS5x5x1/2 HSS6x6x5/16 HSS9x9x3/8HSS6x6x5/16 HSS10x10x1/2HSS6x6x1/2

4- 3/4"Ø+ 9" EMBED.

3/4" x 12" x 12"

-0.54'

A

4- 3/4"Ø+ 9" EMBED.

3/4" x 12" x 12"

-0.54'

A

4- 3/4"Ø+ 9" EMBED.

3/4" x 12" x 12"

-0.54'

A

4- 3/4"Ø+ 9" EMBED.

3/4" x 15" x 15"

1.46'

A

4- 3/4"Ø+ 9" EMBED.

3/4" x 12" x 12"

-0.54'

A

4- 3/4"Ø+ 9" EMBED.

1" x 14" x 14"

-0.54'

B

4- 1"Ø+ 12" EMBED.

1-1/4" x 17" x 17"

-0.54'

B

NEW LOW ROOF

H.9/10.1, H.9/11.4,B.9-13, B.9-14

F.3/12.1, F.9/12.1,G.5/12.1, H.1/12.1,H.8/12.1

E.8/13.5, E.8/14.2E.1/15, E.7/15,F.5/15, G.3/15

K.1/11.5, K.1/12.5 K.9/11.5, K.9/12.5

NEW CANOPY ROOF

HSS10x10x1/2

4- 1"Ø+ 12" EMBED.

1-1/4" x 17" x 17"

-0.54'

B

M.3/11.5, M.3/12.5

1/2"x4"x0'-6"BRG. PL.

K-SERIES SINGLE K-SERIES OPPOSING

1/2"x7"x0'-7"BRG. PL.

DLH-SERIES SINGLE

3/4"x9"x0'-11"BRG. PL.

2 1/2" 2 1/2" 5" 5"

2-1/2" DIA.X1'-6" LG.DEFORMED BARANC. @ ROOF JOISTS& 2-1/2"DIA.X4" LG.SHEAR STUDS @ FLR.JOISTS

2" 2"

2-5/8" DIA.X3'-0" LG.DEFORMED BARANC.

2-1/2" DIA.X1'-6" LG.DEFORMED BARANC. @ ROOF JOISTS& 2-1/2"DIA.X4" LG.SHEAR STUDS @ FLR.JOISTS

K-SERIES AT OFFSET

1/2"x7"x1'-0"BRG. PL.

NOTE: DETAIL APPLIES WHEREJOIST OFFSET IS LESS THAN 6"

5" 5"

2-1/2" DIA.X1'-6"LG. DEFORMEDBAR ANC.

LEN

GTH

EMBE

D. TOP OF

CONCRETE

DOUBLENUTS

STEEL BASE PLATE& GROUT BED -SEE DETAILS

TYPE A

5/16

3/8"x2" GAS CUT OR SAW-CUTWELDED PL. WASHERS"3/8" X 3"Ø FOR 1" BOLTS,3/8" X 2-½ "Ø FOR 7/8" BOLTS,3/8" X 2"Ø FOR 1" BOLTS

3/16TYP.

TYPE B

5/16

NOTE: PROVIDE STD. WASHERS TYPE A

2" FOR 1"Ø BOLTS

1 1/2" FOR 3/4"Ø BOLTS1 3/4" FOR 7/8"Ø BOLTS

TYPE B

2-1/2" FOR 1"Ø BOLTS

2" FOR 3/4"Ø BOLTS2 1/4" FOR 7/8"Ø BOLTS



no. date revision


2

3

4

5

6

7

8

9

1

ARCHITECTURE


PLANNING

INTERIOR DESIGN

Drawing

Scale

Date



M/E/P/IT ENGINEER

FOOD SERVICE

Project Number



Project Name



5/24/2017 11:37:58 AM

As indicated



BID SET

04.03.2017


216020

S6.01SCHEDULES & DETAILS


3/4" = 1'-0"S6.01TYPICAL JOIST BEARING PLATE DETAILS2

MARK WIDTH LENGTH THICKNESS REINFORCINGF35 3' - 6" 3' - 6" 12" 3 - #5 E.W.F40 4' - 0" 4' - 0" 12" 4 - #5 E.W.F45 4' - 6" 4' - 6" 12" 4 - #5 E.W.F55 5' - 6" 5' - 6" 12" 5 - #5 E.W.F60 6' - 0" 6' - 0" 12" 6 - #5 E.W.

MARKSIZE REINFORCEMENT

WIDTH DEPTH LONGITUDINAL TRANSVERSE BOT.WF24 2' - 0" 12" 2-#5 #5 @ 32" O.C.WF30 2' - 6" 12" 3-#5 #5 @ 32" O.C.WF36 3' - 0" 12" 3-#5 #5 @ 24" O.C.

WF36A 3' - 0" 14" 4-#5 #5 @ 24" O.C.WF42 3' - 6" 12" 3-#5 #5 @ 24" O.C.

COLUMN FOOTING SCHEDULEWALL FOUNDATION SCHEDULEMARK SIZE

REINFORCEMENTVERTICAL TIES

P18 18 x 18 8 - #6 #3 TIES @ 12" OC.P20 20 x 20 8 - #7 #3 TIES @ 12" OC.P21 21 x 21 8 - #7 #3 TIES @ 12" OC.P24 24 x 24 12 - #7 #3 TIES @ 12" OC.

CONCRETE PIER SCHEDULE

NOTES:1. SEE S5.01 FOR TYPICAL PIER DETAILS.2. SEE 16/S5.01 FOR PIER REBAR ARRANGEMENT DETAIL.3. ALL DOWELS IN PIERS SHALL 180° TOP HOOK.

(1)(2)

3/4" = 1'-0"S6.01TYPICAL ANCHOR BOLT DETAIL3

3/4" = 1'-0"S6.01TYPICAL BASE PLATE DETAILS4

3/4" = 1'-0"S6.01TYPICAL BASE PLATE EDGE DISTANCES5

2 05-24-17 Addendum 2

2

A B C D E F G H J KL M

PROFESSIONAL CERTIFICATION: I CERTIFY THAT THESE DOCUMENTS WEREPREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ENGINEER UNDERTHE LAWS OF THE STATE OF MARYLANDLICENSE NUMBER:EXPIRATION DATE:

no. date revision


2

3

4

5

6

7

8

9

1

ARCHITECTURE


PLANNING

INTERIOR DESIGN

ARCHITECT

Hord Coplan Macht, Inc.750 E. Pratt St, Suite 1100 Baltimore, MD 21202p. 410. 837. 7311 f. 410. 837. 6530

STRUCTURAL ENGINEER

Faisant Associates, Inc.810 Light St, Suite 100 Baltimore, MD 21230p. 410.783.1696

M/E/P/IT ENGINEER

FOOD SERVICE



Project Name

CIVIL ENGINEER

MK Consulting Engineers, LLC301 Central Ave Glyndon, MD 21071p. 301.641.6074

FIRE PROTECTION ENGINEER

Koffel Associates, Inc.8815 Centre Park Dr, Suite 200 Columbia, MD 21045p. 410.750.2246 f. 410.750.2588

BID SET


3992101/19/2019

GEORGE

CROMWELL

ELEMENTARY

SCHOOL

REVITALIZATION



Drawing

Scale

Date

Project Number

04.03.2017

216020.00

AS NOTED

M9.01

AIR HANDLING UNIT & DUAL

TEMPERATURE PLANT

EQUIPMENT SCHEDULES

DD

C C

SB SB

TT

A

A

VC

S

SS

W

T

J

MM

S

W

W

S

S S

S

S W

S

S S

S

S

W

S S S S S S

S

S

S

S

C

C

S

S

C

P H

S

T

SS

SS

S

M M M

SMD

SMD

M

SMDSMD

J

P L P L

J

GDS

JJJJ

SB

SM

SB

TT

T

SPD

T

SPD

SPD

SPD

TSP

D

J

SPD

CO

JJ

SPD

SPD

SJJ

GDS

12

A

B

C

D

E

F

STOR.181A

INSTRUMENTALMUSIC

181

COOLER189D

FREEZER189E

TOILET177

CHAIR STORAGE184A

CAFETERIA184

MECHANICALROOM

186

TELECOM180

TOILET178

PROJECTOR SCREEN

5

MAT

CH

LIN

E - R

EFE R

TO

DW

G E

1.0 5

FO

R C

ON

TIN

UAT

I ON

MATCHLINE - REFER TO DWG E1.01 FOR CONTINUATION

E1.023

KITCHEN189

5

4

7 6

52 D

D

WP

WP

E1.024

1512.1 13 14.21412.912.5

F.9

F.2

E.8

E.1

E.7

F.5

G.3

C1A-1

C1A-2

C1A-4C1A-4

C1A-2

C1A-5

C1A-6

C1A-8C1A-8

C1A-6

21

LOCKERS189A

ELECTRICALROOM186A

EXTERIORSTORAGE

188

SPRINKLER ROOM187

R1A-1

R1A-1R1A-1

R1A-1

R1A-1

R1A-1

C1A-10

C1A-10

C1A-11

11

R1A-3

R1A-3

R1A-4

R1A-4

R1A-5

C1A-10

16

C1A-45

AX

R1A-6

E4.011R1A-15

EWC

R1A-1

R1A-1C1A-45

C1A-44

R1A-18

R1A-18

15

15

15

15

AC-2AC-1

UV-2.14

UH-6

UH-5

AC-3

UV-2.15

MECHANICALYARD196

STORAGE196A

TRASH AREA196B

5

?

R1A-49

R1A-49

R1A-49

UH-4

4 4

R1A-49

R1B-21

(INDOOR)

4

C1A-4C1A-4

C1A-4

C1A-8

C1A-8

C1A-8

RAMP183BA

BUILD OPSSTORAGE

185

CONDIMENTCART/TRASH

184B

SOAP STORAGE189F

C1A-11

AC-7

E2RA-41

E2RA-41

PAPER STORAGE189H

DRY STORAGE189G

CORRIDOR005

CORRIDOR004

CORRIDOR004

(INDOOR)

(INDOOR)(INDOOR)

AX

E2RA-41E2RA-41

VESTIBULE004A

R1A-41

R1A-41

10

17

10

17

CUH-1

FCU-2.16

R1A-3R1A-3R1A-3

18

18

18

FCU-2.17

FCU-2.18

C1A-9

C1A-921

21

C1A-7C1A-3

GENERAL MUSIC179

EMERGENCYGENERATOR

UTILITYTRANSFORMER

TBB

TELECOM180

1312.9

E.1

4" CONDUIT SLEEVE (TYP.)

E2RA-3E2RA-6

E2RA-6

12

14

E2RA-4

AC-1

E2RA-2

E2RA-5

9

E1RA-9E1RA-10

E1RA-11E1RA-12

(INDOOR)

E2RA-1

DISTRIBUTED ANTENNASYSTEM (DAS)

E2RA-53

E2RA-52

C

D

ATS-2

ATS-1

E1LA

TE1RA

E1RA

E2LA

TE2RA

E2RA

L1A

TC1A

C1A

TKR

M1A

TR1A

R1A

B-1

B-2

B-3

P-3

P-4

P-1P-2

UH-6H

15

R1A-17

(2)

E1RA-1

1 2

3

13

EPOE2RA-33

E2RA-33

19

19

EPO

H

20

20

E1RA-2,4,6

CONTACTOR C1

HWG-1 HWG-2

RP-1

8

R1A-17 7 7

E1RA-22

BLC-1

GLYCOLFEED

SYSTEM

6

CONTACTOR C2

R1B

ELECTRICALROOM186A

MECHANICALROOM

186

ATC ATC

E2RA-50

E2RA-50

R1A-17

R1A-17

TKR SECONDARY ECB

TKR PRIMARY DISCONNECT

METER SOCKET

1

2

2

0 8 168

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

PROFESSIONAL CERTIFICATION: I CERTIFY THAT THESE DOCUMENTS WEREPREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ENGINER UNDERTHE LAWS OF THE STATE OF MARYLANDLICENSE NUMBER:EXPIRATION DATE:

no. date revision


ARCHITECTURE


PLANNING

INTERIOR DESIGN

Drawing

Scale

Date

ARCHITECT


STRUCTURAL ENGINEER


M/E/P/IT ENGINEER

FOOD SERVICE

Project Number



Project Name

CIVIL ENGINEER




PHASE 1

KEY PLAN

C:\Users\ldavis\Documents\16016_George Cromwell ES_Electrical_2016_ldavis.rvt5/22/2017 1:58:36 PM

As indicated



BID SET

04.03.2017


216020.00

E1.02PARTIAL FLOOR PLAN B -PHASE 1 - POWER


3992101/19/2019

1/8" = 1'-0"PARTIAL FLOOR PLAN B - PHASE 1 - POWER

ALL RECEPTACLES SHALL BE TAMPER RESISTANT TYPE. EXCEPTWHERE LOCATED IN PRIVATE OFFICES, KITCHEN, STORAGE,MECHANICAL/ELECTRICAL ROOMS AND RECEPTION AREAS.

REFER TO MECHANICAL EQUIPMENT CONNECTION SCHEDULE ONDRAWING E7.05 FOR ADDITIONAL INFORMATION.

1.

1/4" = 1'-0"PART PLAN - TELECOM - POWER

1/4" = 1'-0"E1.02PART PLAN - MAIN ELECTRICAL & MECHANICAL ROOM4

GENERAL NOTES:DRAWING NOTES:MOUNT TO SUIT INTRUSION PANEL. COORDINATE EXACT LOCATIONWITH OWNER AND PROVIDE INTERNET COMMUNICATION MODULE78471-E.

POWER SUPPLIES FOR SECURITY SYSTEM.

PROVIDE TWO (2) PHONE OUTLETS FOR FIRE ALARM CONTROLPANEL. MOUNT TO SUIT EQUIPMENT.

SUSPENDED MICROPHONES (SHURE MX202 WITH CARDOID)COORDINATE EXACT LOCATION WITH OWNER.

MAKE CONNECTION TO PROJECTOR SCREEN AND PROVIDE ALLCONTROL WIRING, CONDUIT AND CONNECTIONS BETWEENPROJECTOR SCREEN AND WALL CONTROL PAD. COORDINATELOCATION OF WALL CONTROL WITH OWNER.

ROUTE HWG CIRCUIT THROUGH CONTACTOR C2 FOR EMERGENCYSHUT DOWN.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

PROVIDE TELECOR MODEL ICS-3A CALL BOX RECESSED IN WALL.

MAKE CONNECTION TO TRAP PRIMING STATION.

PROVIDE 120 VAC CONNECTIONS FOR NAC/AMP PANEL.

MAKE CONNECTION TO MECHO SHADES AS REQUIRED BY MANUFACTURER.

PROVIDE TELECOR MODEL ICS-3A CALL BOX RECESSED IN WALL.

NEMA 5-30R FOR OWNER PROVIDED RACK.

MOUNT TO SUIT FIRE ALARM CONTROL PANEL.

NEMA 5-30R.

MUSIC ROOM SOUND SYSTEM SPEAKERS.

COORDINATE EXACT LOCATION IN BULKHEAD WITH ARCHITECTURAL.

WIRING PER MANUFACTURERS RECOMMENDATION TO MECHO SHADESCONTROL PANEL.

MOUNT RECEPTACLE 48"AFF.

MAKE CONNECTION TO CONTACTOR C1 & C2 FOR EMERGENCY SHUT-OFF OFBOILERS AND HOT WATER GENERATORS.

REFER TO DETAIL 13 ON SHEET E6.01 FOR MORE INFORMATION.

MOUNT TO SUIT SOUND CABINET.

2.

18

19

20

21

1 05.16.17 ADDENDUM No. 12 05.23.17 ADDENDUM No. 2

AI CR

CR

CRKP

AI

J

J

CR

J

CR

J

MD

MD

MD MD

MD

MD

MD

MD

MD

MD

MD

J

AI

AI

MD

20

19

17

27

25

49

42

AI

AI

J

J

AI

J

2122

26

2 1

18

16

J

8 9 10 11 12

CAN WASH191EXTERIOR

STORAGE190

GYMNASIUM192

ADMIN.110

PRINCIPAL112

ADMIN.110

CONF.111WORKROOM

116

RECORDS114

TOILET115

STOR.117

TOILET118

COUNSELOR121

PSYCH122

T126A

ELEC.123

CLASSROOM126

TOILET124D

REST AREA124E

TREATMENT124C

VOLUNTEER125

STOR.124F

HEALTH124

OFFICE/ EXAM124B

LEARNING STUDIO120

SCI. STOR.119A

LEARNING STUDIO119

GYM STORAGE193

TOILET192A

TOILET192B

TOILET194C

PLANNING192C

TOILET194B

BEFORE/AFTERCARE194

MAIN VESTIBULE001

2

1

MATCHLINE - REFER TO DWG E3.02 FOR CONTINUATION

MAT

CH

LIN

E - R

EFE R

TO

DW

G E

3.0 3

FO

R C

ON

TIN

UAT

I ON

1512.1 13 14.21412.912.511.511.110.99.48.6 10.1

H.1

G.5

M.3

K.9

M

L.1

K.1

H.9

H.8

2

2

2

E2RA-15

E2RA-15

E2RA-16

OFFICE194D

STOR.194E

3

CORRIDOR003

CORRIDOR002

CORRIDOR004

ADMIN. CORRIDOR110A

DC DC

M

CLOSET113

E2RA-16

E2RA-15

E2RA-16

VESTIBULE194A

E2RA-38

2

1

2

2

E008

E006

E003

110

V003

E030

E005

VESTIBULE192D

HEALTHCORRIDOR

124A

4

M

M

2

1

1

M 1

M

2

0 8 168

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


no. date revision


ARCHITECTURE


PLANNING

INTERIOR DESIGN

Drawing

Scale

Date

ARCHITECT


STRUCTURAL ENGINEER


M/E/P/IT ENGINEER

FOOD SERVICE

Project Number



Project Name

CIVIL ENGINEER




PHASE 1

KEY PLAN


1/8" = 1'‐0"



BID SET

04.03.2017


216020.00

E3.01PARTIAL FLOOR PLAN A -PHASE 1 - SECURITY


3992101/19/2019

1 CONNECT TO DESKTOP SELECTORS LOCATED IN RECEPTIONAND PRINCIPALS DESK FURNISHED BY OTHERS. COORDINATEEXACT LOCATION IN FIELD WITH OWNER.

MOUNT TO SUIT DOOR ACCESS POWER SUPPLY.

CONNECT TO AIPHONE IN OFFICE 194D.

BACK BOX WITH 3/4"C. TO ACCESSIBLE CEILING, TERMINATEWITH BUSH END FOR KEY SWITCH TO DEACTIVATE MAG LOCK.

DRAWING NOTES:

ALL WALL MOUNTED SECURITY CAMERAS AND MOTIONDETECTORS IN THE GYNASIUM SHALL BE PROTECTED WITHMETAL SCREEN GUARDS.

1.

GENERAL NOTES:

1/8" = 1'-0"PARTIAL FLOOR PLAN A - PHASE 1 - SECURITY

2

3

4


A B C D E F G H J KL M

PROFESSIONAL CERTIFICATION: I CERTIFY THAT THESE DOCUMENTS WEREPREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ENGINEER UNDERTHE LAWS OF THE STATE OF MARYLANDLICENSE NUMBER:EXPIRATION DATE:

no. date revision


2

3

4

5

6

7

8

9

1

ARCHITECTURE


PLANNING

INTERIOR DESIGN

ARCHITECT


STRUCTURAL ENGINEER


M/E/P/IT ENGINEER

FOOD SERVICE



Project Name

CIVIL ENGINEER




BID SET


3992101/19/2019

GEORGE

CROMWELL

ELEMENTARY

SCHOOL

REVITALIZATION



Drawing

Scale

Date

Project Number

04.03.2017

216020.00

AS NOTED

05.16.17 ADDENDUM No. 1

E5.01

SCHEMATIC POWER RISER

DIAGRAM

DRY TYPE TRANSFORMER SCHEDULE

XFMR kVA

PRIMARY

PRIMARY WIRING

SECONDARY WIRING

SECONDARY

NEUTRAL/

CASE GND

REMARKS

MOUNTING

DESCRIPTIONVOLTAGE ϕ CB VOLTAGE ϕ CB

TC1A 45 480 V 3 90 A (3) #2 + #8GW - 1 1/4"C (5) #3/0 + #6GW - 2 1/2"C 208/120 V 3 150 A #4 HMT FLOOR

TC1B 112.5 480 V 3 225 A (3) #4/0 + #4GW - 2"C 3 150 A (C1B) #1/0 HMT FLOOR

TC1D 75 480 V 3 150 A (3) #1/0 + #6GW - 2"C (5) 300KCMIL + #4GW - 3"C 208/120 V 3 225 A #2 HMT FLOOR

TE1RA 15 480 V 3 30 A (3) #10 + #10GW - 3/4"C (4) #4 + #10GW - 1 1/4"C 208/120 V 3 60 A #8 FLOOR

TE2RA 75 480 V 3 150 A (3) #1/0 + #6GW - 2"C (4) #4/0 + #4GW - 2 1/2"C 208/120 V 3 225 A #2 FLOOR

TE2RD 30 480 V 3 60 A (3) #4 + #10GW - 1"C (4) #1 + #8GW - 1 1/2"C 208/120 V 3 100 A #6 FLOOR

TKR 75 480 V 3 150 A (3) #1/0 + #6GW - 2"C (4) #4/0 + #4GW - 2 1/2"C 208/120 V 3 225 A #2 FLOOR

TMDP 300 480 V 3 600 A 2 SETS (3- 350KCMIL + #1GW - 2-1/2"C) 3 SETS (4-400KCMIL + #2/0GW - 3"C) 208/120 V 3 1000 A #3/0 NEMA 3R FLOOR

TR1B 112.5 480 V 3 225 A (3) #4/0 + #4GW - 2"C 3 #1/0 FLOOR

208/120 V

208/120 V

208/120 V

208/120 V

3

3

225 A (C1C)

200 A (R1B)

200 A (R1C)

(5) #3/0 + #6GW - 2 1/2"C

(4) #3/0 + #6GW - 2 1/2"C

(5) 300KCMIL + #4GW - 3"C

TR1A 75 480 V 3 150 A (3) #1/0 + #6GW - 2"C (4) #4/0 + #4GW - 2 1/2"C 208/120 V 3 225 A #2 FLOOR

(4) #3/0 + #6GW - 2 1/2"C

Total Amps: 1618 A

Total Conn. Load: 1345.3 kVA

MSB-20

MSB-19

MSB-18

MSB-17

MSB-16

MSB-15

MSB-14

MSB-13

MSB-12 TMDP (REFER TO XFMR SCHEDULE) 3 -- 600 A -- -- -- -- -- 0.0 kVA

MSB-11 SPD 3 100 A 60 A 1 4 #4 #10 1-1/2'' 0.0 kVA

MSB-10 CHILLER-1 3 600 A 600 A 2 4 350KCMIL #1 2-1/2" 436.5 kVA

MSB-9 L1D 3 150 A 150 A 1 4 #1/0 #6 2'' 58.5 kVA

MSB-8 L1B 3 150 A 150 A 1 4 #1/0 #6 2'' 78.1 kVA

MSB-7 M1B 3 225 A 225 A 1 4 #4/0 #4 2 1/2'' 128.7 kVA

MSB-6 KP 3 225 A 225 A 1 4 #4/0 #4 2-1/2'' 100.8 kVA

MSB-5 M1A 3 600 A 600 A 2 4 350KCMIL #1 2-1/2" 332.6 kVA

MSB-4 L1A 3 150 A 150 A 1 4 #1/0 #6 2'' 48.8 kVA

MSB-3 E1LA (ATS-1) 3 100 A 60 A 1 4 #4 #10 1-1/2'' 23.7 kVA

MSB-2 GENERATOR DOCK STATION 3 800 A 800 A 3 4 300KCMIL #1/0 3" 0.0 kVA KIRK KEY INTERLOCK

MSB-1 E2LA (VIA ATS-2) 3 225 A 225 A 1 4 #4/0 #4 2 1/2'' 136.0 kVA

CKT Circuit Description P FRAME CB

# of

Sets # of Conductors Gnd C Load Remarks

PROVIDE GROUND FAULT PROTECTION ON MCB

Notes:

Enclosure: Type 2 MCB Rating: 2000 A (100% RATED)

Mounting: Wires: 4 Mains Rating: 2000 A

Supply From: Phases: 3 Mains Type:

Location: ELECTRICAL ROOM 186A Volts: 480/277 Wye A.I.C. Rating: 65,000

Switchboard:MSB


no. date revision


ARCHITECTURE


PLANNING

INTERIOR DESIGN

Drawing

Scale

Date

ARCHITECT


STRUCTURAL ENGINEER


M/E/P/IT ENGINEER

FOOD SERVICE

Project Number



Project Name

CIVIL ENGINEER







BID SET

04.03.2017


216020.00

E7.02PANELBOARD SCHEDULES


3992101/19/2019

Legend:Total Connected Load: 23.5 kVA 9.6 kVA 6.7 kVA 7.2 kVA

E1LA-23 SPACE -- -- -- -- -- -- 0.0 kVA 3.3 kVA E1LA-24E1LA-21 SPACE -- -- -- -- -- -- 0.0 kVA 3.3 kVA E1LA-22E1LA-19 SPACE -- -- -- -- -- -- 0.0 kVA 4.7 kVA

30 A 3 -- -- -- -- E1RA (VIA TE1RA) - REFER TO XFMR SCHEDULEE1LA-20

E1LA-17 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE E1LA-18E1LA-15 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE E1LA-16E1LA-13 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE E1LA-14E1LA-11 LTG. - BLDG. CORRIDORS 2 #12 #12 3/4'' 1 20 A 1.5 kVA 0.6 kVA 20 A 1 3/4'' #12 #12 2 LTG. - ADMIN. E1LA-12E1LA-9 LTG. - EXTERIOR WALL PACKS 2 #12 #12 3/4'' 1 20 A 1.4 kVA 1.4 kVA 20 A 1 3/4'' #12 #12 2 LTG. - GYM/KITCHEN/AFTER CARE E1LA-10E1LA-7 LTG. - HEALTH SUITE RMs 2 #12 #12 3/4'' 1 20 A 0.3 kVA 3.4 kVA 20 A 1 3/4'' #12 #12 2 LTG. - ALL CLASSROOM EMERG. FIXTURES E1LA-8E1LA-5 0.1 kVA 1.7 kVA 20 A 1 3/4'' #12 #12 2 LTG. - BLDG. CORRIDORS E1LA-6E1LA-3 0.1 kVA 0.5 kVA 20 A 1 3/4'' #12 #12 2 LTG. - BUILDING EXIT SIGNAGE * E1LA-4E1LA-1

SPD - ELECTRICAL ROOM 186A 4 #10 #10 3/4'' 3 30 A0.1 kVA 1.2 kVA 20 A 1 3/4'' #12 #12 2 LTG. - M and E SUPPORT RMs E1LA-2

CKT CIRCUIT # of Cond. Gnd. C P CB A B C CB P C Gnd. # of Cond. CIRCUIT CKT

* PROVIDE LOCK CLIP BREAKERNotes:

NEUTRAL RATING: 100%MOUNTING: Surface WIRES: 4 MCB RATING: 60 A

SUPPLY FROM: ATS-1 PHASE: 3 MAINS RATING: 100 ALOCATION: ELECTRICAL ROOM 186A VOLTAGE: 480/277 Wye A.I.C. RATING: 42,000

Fuse Panel: E1LA


E1RA-29 SPACE -- -- -- -- -- -- 0.0 kVA 0.1 kVA E1RA-30E1RA-27 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.1 kVA E1RA-28E1RA-25 WATER JACKET HEATER 2 #12 #12 3/4'' 1 20 A 1.0 kVA 0.1 kVA

30 A 3 3/4'' #10 #10 4 SPD - ELECTRICAL ROOM 186AE1RA-26

E1RA-23 BATTERY CHARGER 2 #12 #12 3/4'' 1 20 A 0.4 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE E1RA-24E1RA-21 LTG. - STAGE 2 #12 #12 3/4'' 1 20 A 0.3 kVA 0.1 kVA 20 A 1 3/4'' #12 #12 2 BLC-1 E1RA-22E1RA-19 NAC/AMP - TELECOM 131 2 #12 #12 3/4'' 1 20 A 0.5 kVA 0.5 kVA 20 A 1 3/4'' #12 #12 2 NAC/AMP - TELECOM 131 E1RA-20E1RA-17 NAC/AMP - TELECOM 131 2 #12 #12 3/4'' 1 20 A 0.5 kVA 0.5 kVA 20 A 1 3/4'' #12 #12 2 NAC/AMP - TELECOM 131 E1RA-18E1RA-15 NAC/AMP- ELEC 153A 2 #12 #12 3/4'' 1 20 A 0.5 kVA 0.5 kVA 20 A 1 3/4'' #12 #12 2 NAC/AMP - ELEC 153A E1RA-16E1RA-13 NAC/AMP- ELEC 153A 2 #12 #12 3/4'' 1 20 A 0.5 kVA 0.5 kVA 20 A 1 3/4'' #12 #12 2 NAC/AMP- ELEC 153A E1RA-14E1RA-11 NAC/AMP - TELECOM 180 2 #12 #12 3/4'' 1 20 A 0.5 kVA 0.5 kVA 20 A 1 3/4'' #12 #12 2 NAC/AMP - TELECOM 180 E1RA-12E1RA-9 NAC/AMP - TELECOM 180 2 #12 #12 3/4'' 1 20 A 0.5 kVA 0.5 kVA 20 A 1 3/4'' #12 #12 2 NAC/AMP - TELECOM 180 E1RA-10E1RA-7 NAC/AMP - ELEC. 123 2 #12 #12 3/4'' 1 20 A 0.5 kVA 0.5 kVA 20 A 1 3/4'' #12 #12 2 NAC/AMP - ELEC. 123 E1RA-8E1RA-5 NAC/AMP - ELEC. 123 2 #12 #12 3/4'' 1 20 A 0.5 kVA 0.4 kVA 20 A 1 3/4'' #12 #12 2 FIRE ALARM CONTROL PNL- ELECTRICAL... E1RA-6E1RA-3 NAC/AMP - ELEC. 123 2 #12 #12 3/4'' 1 20 A 0.5 kVA 0.4 kVA 20 A 1 3/4'' #12 #12 2 FIRE ALARM CONTROL PNL -ELECTRICAL RM... E1RA-4E1RA-1 SECURITY - ELECTRICAL ROOM 186A 2 #12 #12 3/4'' 1 20 A 0.2 kVA 0.4 kVA 20 A 1 3/4'' #12 #12 2 FIRE ALARM CONTROL PNL- ELECTRICAL RM... E1RA-2


Notes:NEUTRAL RATING: 200%

MOUNTING: Surface WIRES: 4 MCB RATING: 60 ASUPPLY FROM: TE1RA PHASE: 3 MAINS RATING: 100 A

LOCATION: ELECTRICAL ROOM 186A VOLTAGE: 120/208 Wye A.I.C. RATING: 10,000

Fuse Panel: E1RA


E2LA-23 19.5 kVA 2.0 kVA E2LA-24E2LA-21 24.2 kVA 4.2 kVA E2LA-22E2LA-19

E2RA (VIA TE2RA) - REFER TO XFMR SCHEDULE -- -- -- -- 3 150 A20.7 kVA 5.9 kVA

60 A 3 -- -- -- -- E2RD (VIA TE2RD) - REFER TO XFMR SCHEDULEE2LA-20

E2LA-17 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE E2LA-18E2LA-15 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE E2LA-16E2LA-13

P-4 (SB) - MECHANICAL ROOM 186 3 #8 #10 3/4'' 3 40 A0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE E2LA-14

E2LA-11 AHU-4 (HEATER) 2 #12 #12 3/4'' 1 20 A 3.0 kVA 11.1 kVA E2LA-12E2LA-9 AHU-3 (HEATER) 2 #12 #12 3/4'' 1 20 A 3.0 kVA 11.1 kVA E2LA-10E2LA-7 AHU-1 (HEATER) 2 #12 #12 3/4'' 1 20 A 3.0 kVA 11.1 kVA

40 A 3 3/4'' #10 #8 3 P-3 - MECHANICAL ROOM 186E2LA-8

E2LA-5 AHU-6 (HEATER) 2 #12 #12 3/4'' 1 20 A 3.0 kVA 2.8 kVA E2LA-6E2LA-3 AHU-2 (HEATER) 2 #12 #12 3/4'' 1 20 A 3.0 kVA 2.8 kVA E2LA-4E2LA-1 AHU-5 (HEATER) 2 #12 #12 3/4'' 1 20 A 3.0 kVA 2.8 kVA

15 A 3 3/4'' #12 #12 3 AHU-1 (ROOF)E2LA-2



MOUNTING: Surface WIRES: 4 MCB RATING: 225 ASUPPLY FROM: ATS-2 PHASE: 3 MAINS RATING: 225 A


Branch Panel: E2LA


E2RA-59 SPACE -- -- -- -- -- -- 0.0 kVA 0.1 kVA E2RA-60E2RA-57 SPACE -- -- -- -- -- -- 0.0 kVA 0.1 kVA E2RA-58E2RA-55 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.1 kVA

30 A 3 3/4'' #10 #10 4 SPD - ELECTRICAL ROOM 186AE2RA-56

E2RA-53 RECEPTACLE - TELECOM 180 2 #12 #12 3/4'' 1 20 A 0.2 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE E2RA-54E2RA-51 SMOKE DAMPER 2 #12 #12 3/4'' 1 20 A 1.5 kVA 1.9 kVA 20 A 1 3/4'' #12 #12 2 RECEPTACLE - TELECOM 180 E2RA-52E2RA-49 1.4 kVA 1.6 kVA 20 A 1 3/4'' #12 #12 2 ATC PANELS - MECHANICAL ROOM 186 E2RA-50E2RA-47

CONDENSER AC-6 2 #12 #12 3/4'' 2 15 A1.4 kVA 0.6 kVA 20 A 1 3/4'' #12 #12 2 GYM SOUND SYSTEM - GYM STORAGE 193 E2RA-48

E2RA-45 P-17 & P-18 (SB) 2 #12 #12 3/4'' 1 20 A 0.8 kVA 0.8 kVA 20 A 1 3/4'' #12 #12 2 P-11 & 9-12 (SB) E2RA-46E2RA-43 P-9 & P-10 (SB) 2 #12 #12 3/4'' 1 20 A 0.8 kVA 0.8 kVA 20 A 1 3/4'' #12 #12 2 P-15 & P-16 (SB) E2RA-44E2RA-41 SMOKE DAMPER CORRIDOR 004 2 #12 #12 3/4'' 1 20 A 2.0 kVA 0.8 kVA 20 A 1 3/4'' #12 #12 2 P-7 & P-8 (SB) E2RA-42E2RA-39 1.4 kVA 2.5 kVA 20 A 1 3/4'' #12 #12 2 SMOKE DAMPER E2RA-40E2RA-37

CONDENSER AC-1 2 #12 #12 3/4'' 2 15 A1.4 kVA 1.1 kVA 20 A 1 3/4'' #12 #12 2 ELECTRIC STRIKE - CORRIDOR 004 E2RA-38

E2RA-35 BOILER-2 2 #10 #10 3/4'' 1 25 A 2.4 kVA 2.4 kVA 25 A 1 3/4'' #10 #10 2 BOILER-3 E2RA-36E2RA-33 EPO - MECHANICAL ROOM 186 2 #12 #12 3/4'' 1 20 A 1.0 kVA 2.4 kVA 25 A 1 3/4'' #10 #10 2 BOILER-1 E2RA-34E2RA-31 PASS-THRU REFRIGERATOR RECEP. (15) 2 #12 #12 3/4'' 1 20 A 1.4 kVA 1.4 kVA 20 A 1 3/4'' #12 #12 2 PASS-THRU REFRIGERATOR RECEP. (15) E2RA-32E2RA-29 ROLL-THRU REFRIGERATOR RECEP. (12) 2 #12 #12 3/4'' 1 20 A 1.4 kVA 0.8 kVA 20 A 1 3/4'' #12 #12 2 ICE CREAM CABINET RECEP. (13) E2RA-30E2RA-27 FREEZER BLOWER COIL (10) 2 #12 #12 3/4'' 1 20 A 2.7 kVA 0.3 kVA 20 A 1 3/4'' #12 #12 2 COOLER BLOWER COIL (8) E2RA-28E2RA-25 1.9 kVA 1.3 kVA E2RA-26E2RA-23 1.9 kVA 1.3 kVA E2RA-24E2RA-21

FREEZER COMPRESSOR RACK (9) 3 #12 #12 3/4'' 3 20 A1.9 kVA 1.3 kVA

20 A 3 3/4'' #12 #12 3 COOLER COMPRESSOR RACK (7)E2RA-22

E2RA-19 3a,b COOLER (3) 189D- 4a,b ,c FREEZER (4)189E 2 #12 #12 3/4'' 1 20 A 0.5 kVA 0.2 kVA 20 A 1 3/4'' #12 #12 2 DRAIN LINE HEAT TAPE (5) E2RA-20E2RA-17 ELECTRIC STRIKE 2 #12 #12 3/4'' 1 20 A 1.1 kVA 0.4 kVA 20 A 1 3/4'' #12 #12 2 ADMIN - OFFICE/ EXAM 124B E2RA-18E2RA-15 ELECTRIC STRIKE 2 #12 #12 3/4'' 1 20 A 1.1 kVA 1.1 kVA 20 A 1 3/4'' #12 #12 2 ELECTRIC STRIKE E2RA-16E2RA-13 ADMIN - TREATMENT 124C 2 #12 #12 3/4'' 1 20 A 1.1 kVA 0.2 kVA 20 A 1 3/4'' #12 #12 2 REFRIGERATOR - TREATMENT 124C E2RA-14E2RA-11 ADMIN - HEALTH 124 2 #12 #12 3/4'' 1 20 A 1.2 kVA 0.6 kVA 20 A 1 3/4'' #12 #12 2 REC - HEALTH CORRIDOR 124A E2RA-12E2RA-9 ADMIN - OFFICE/ EXAM 124B 2 #12 #12 3/4'' 1 20 A 0.4 kVA 0.2 kVA 20 A 1 3/4'' #12 #12 2 COPIER - HEALTH 124 E2RA-10E2RA-7 REC - TOILET 124D * 2 #12 #12 3/4'' 1 20 A 0.4 kVA 0.2 kVA 20 A 1 3/4'' #12 #12 2 PRINTER - OFFICE/ EXAM 124B E2RA-8E2RA-5 MDF - TELECOM 180 2 #12 #12 3/4'' 1 20 A 0.2 kVA 0.8 kVA 20 A 1 3/4'' #12 #12 2 RECEPTACLE TELECOM 180 E2RA-6E2RA-3 MDF - TELECOM 180 2 #10 #10 3/4'' 1 30 A 2.5 kVA 0.4 kVA 20 A 1 3/4'' #12 #12 2 MDF - RECEPTACLE TELECOM 180 E2RA-4E2RA-1 MDF - TELECOM 180 2 #10 #10 3/4'' 1 30 A 2.5 kVA 2.5 kVA 30 A 1 3/4'' #10 #10 2 MDF - TELECOM 180 E2RA-2


* SHALL BE GFCI CIRCUIT BREAKER TYPENotes:


SUPPLY FROM: TE2RA PHASE: 3 MAINS RATING: 225 ALOCATION: ELECTRICAL ROOM 186A VOLTAGE: 120/208 Wye A.I.C. RATING: 10,000

Branch Panel: E2RA


E2RD-17 SPACE -- -- -- -- -- -- 0.0 kVA 0.1 kVA E2RD-18E2RD-15 SPACE -- -- -- -- -- -- 0.0 kVA 0.1 kVA E2RD-16E2RD-13 SPACE -- -- -- -- -- -- 0.0 kVA 0.1 kVA

30 A 3 3/4'' #10 #10 4 SPD - ELEC 153E2RD-14

E2RD-11 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE E2RD-12E2RD-9 1.4 kVA 0.8 kVA 20 A 1 3/4'' #12 #12 2 P-13 & P-14 (SB) E2RD-10E2RD-7

CONDENSER AC-4 2 #12 #12 3/4'' 2 15 A1.4 kVA 2.0 kVA 20 A 1 3/4'' #12 #12 2 SMOKE DAMPER - CORRIDOR 006 E2RD-8

E2RD-5 RECEPTACLE TELECOM 131 2 #12 #12 3/4'' 1 20 A 1.2 kVA 0.7 kVA 20 A 1 3/4'' #12 #12 2 ELECTRIC STRIKE E2RD-6E2RD-3 IDF - TELECOM 131 2 #12 #12 3/4'' 1 20 A 1.2 kVA 0.7 kVA 20 A 1 3/4'' #12 #12 2 ELECTRIC STRIKE E2RD-4E2RD-1 IDF - TELECOM 155 2 #12 #12 3/4'' 1 20 A 1.2 kVA 1.2 kVA 20 A 1 3/4'' #12 #12 2 RECEPTACLE TELECOM 155 E2RD-2



MOUNTING: Surface WIRES: 4 MCB RATING: 100 ASUPPLY FROM: TE2RD PHASE: 3 MAINS RATING: 100 A

LOCATION: ELEC 153C VOLTAGE: 120/208 Wye A.I.C. RATING: 10,000

Branch Panel: E2RD


KP-29 SPACE -- -- -- -- -- -- 0.0 kVA 14.7 kVA KP-30KP-27 SPACE -- -- -- -- -- -- 0.0 kVA 16.0 kVA KP-28KP-25 SPACE -- -- -- -- -- -- 0.0 kVA 16.2 kVA

150 A 3 -- -- -- -- KR (VIA TKR) - REFER TO XFMR SCHEDULEKP-26

KP-23 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE KP-24KP-21 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE KP-22KP-19 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE KP-20KP-17 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE KP-18KP-15 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE KP-16KP-13 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE KP-14KP-11 4.0 kVA 4.0 kVA KP-12KP-9 4.0 kVA 4.0 kVA KP-10KP-7

CONVECTION STEAMER RECEP. (19)** 3 #12 #12 3/4'' 3 20 A4.0 kVA 4.0 kVA

20 A 3 3/4'' #12 #12 3 CONVECTION STEAMER RECEP. (19)**KP-8

KP-5 5.0 kVA 5.0 kVA KP-6KP-3 5.0 kVA 5.0 kVA KP-4KP-1

HYDROVECTION OVEN RECEP (20)** 3 #10 #10 3/4'' 3 25 A5.0 kVA 5.0 kVA

25 A 3 3/4'' #10 #10 3 HYDROVECTION OVEN RECEP (20)**KP-2


** SHUNT TRIP CIRCUIT BREAKERNotes:

NEUTRAL RATING: 100%MOUNTING: Recessed WIRES: 4 MCB RATING: 225 A

SUPPLY FROM: MSB PHASE: 3 MAINS RATING: 225 ALOCATION: KITCHEN 189 VOLTAGE: 480/277 Wye A.I.C. RATING: 42,000

Branch Panel: KP

E1LA E1RA

E2LA E2RA

E2RD KP

2 05.23.17 ADDENDUM No. 2

2

2

2


no. date revision


ARCHITECTURE


PLANNING

INTERIOR DESIGN

Drawing

Scale

Date

ARCHITECT


STRUCTURAL ENGINEER


M/E/P/IT ENGINEER

FOOD SERVICE

Project Number



Project Name

CIVIL ENGINEER







BID SET

04.03.2017


216020.00



3992101/19/2019


KR-41 SPACE -- -- -- -- -- -- 0.0 kVA 0.1 kVA KR-42KR-39 SPACE -- -- -- -- -- -- 0.0 kVA 0.1 kVA KR-40KR-37 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.1 kVA

30 A 3 3/4'' #10 #10 4 SPD - KITCHEN 189KR-38

KR-35 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE KR-36KR-33 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE KR-34KR-31 3.1 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE KR-32KR-29

DRYER RECEP (27) 2 #10 #10 3/4'' 2 30 A3.1 kVA 2.4 kVA 20 A 1 3/4'' #12 #12 2 CASH REGISTER RECEP (24) KR-30

KR-27 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.4 kVA 20 A 1 3/4'' #12 #12 2 REC - T 189B & B* KR-28KR-25 WASHER RECEP (26) 2 #12 #12 3/4'' 1 20 A 1.8 kVA 1.0 kVA 20 A 1 3/4'' #12 #12 2 RECEPTACLE - PAPER STORAGE 189H* KR-26KR-23 CASH REGISTER RECEP (24) 2 #12 #12 3/4'' 1 20 A 2.4 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE KR-24KR-21 CONDIMENT COUNTER RECEP (25) 2 #12 #12 3/4'' 1 20 A 0.8 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE KR-22KR-19 SHUNT TRIP CONTROL - KITCHEN 189 2 #12 #12 3/4'' 1 20 A 1.8 kVA 0.8 kVA 20 A 1 3/4'' #12 #12 2 FROST TOP COUNTER RECEP (23) KR-20KR-17 4.2 kVA 0.8 kVA 20 A 1 3/4'' #12 #12 2 FROST TOP COUNTER (23) KR-18KR-15

HOT FOOD COUNTER RECEP (22) 2 #6 #10 1'' 2 50 A4.2 kVA 4.2 kVA KR-16

KR-13 MILK COOLER RECEP (21) 2 #12 #12 3/4'' 1 20 A 0.5 kVA 4.2 kVA50 A 2 1'' #10 #6 2 HOT FOOD COUNTER RECEP (22)

KR-14KR-11 EXHAUST CANOPY LIGHT (16) 2 #12 #12 3/4'' 1 20 A 0.1 kVA 0.5 kVA 20 A 1 3/4'' #12 #12 2 MILK COOLER RECEP (21) KR-12KR-9 PASS-THRU HEATED CABINET RECEP. (14) 2 #12 #12 3/4'' 1 20 A 2.3 kVA 2.3 kVA 20 A 1 3/4'' #12 #12 2 PASS-THRU HEATED CABINET RECEP. (14) KR-10KR-7 OSCILLATING WALL FAN RECEP. (2) 2 #12 #12 3/4'' 1 20 A 0.5 kVA 1.8 kVA 20 A 1 3/4'' #12 #12 2 FOOD PROCESSOR RECEP. (11) KR-8KR-5 OSCILLATING WALL FAN RECEP. (2) 2 #12 #12 3/4'' 1 20 A 0.5 kVA 0.6 kVA 20 A 1 3/4'' #12 #12 2 AIR SCREEN DOOR RECEP. (6) KR-6KR-3 ADMIN - OFFICE 189C 2 #12 #12 3/4'' 1 20 A 0.5 kVA 1.2 kVA 20 A 1 3/4'' #12 #12 2 FLY FAN RECEP. (1) KR-4KR-1 PRINTER - OFFICE 189C 2 #12 #12 3/4'' 1 20 A 0.2 kVA 0.4 kVA 20 A 1 3/4'' #12 #12 2 REC - OFFICE 189C KR-2CKT CIRCUIT # of Cond. Gnd. C P CB A B C CB P C Gnd. # of Cond. CIRCUIT CKT


NEUTRAL RATING: 200%MOUNTING: Recessed WIRES: 4 MCB RATING: 225 A

SUPPLY FROM: TKR PHASE: 3 MAINS RATING: 225 ALOCATION: KITCHEN 189 VOLTAGE: 120/208 Wye A.I.C. RATING: 10,000

Branch Panel: KR


L1B-23 SPACE -- -- -- -- -- -- 0.0 kVA 22.6 kVA L1B-24L1B-21 SPACE -- -- -- -- -- -- 0.0 kVA 22.7 kVA L1B-22L1B-19 SPACE -- -- -- -- -- -- 0.0 kVA 23.5 kVA

225 A 3 -- -- -- -- C1B & C1C (VIA TC1B) - REFER TO XFMRSCHEDULE

L1B-20L1B-17 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE L1B-18L1B-15 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE L1B-16L1B-13 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE L1B-14L1B-11 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE L1B-12L1B-9 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE L1B-10L1B-7 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE L1B-8L1B-5 LTG. - ADMIN. AREAS 2 #12 #12 3/4'' 1 20 A 1.4 kVA 3.5 kVA 20 A 1 3/4'' #12 #12 2 LTG. - CLASSROOMS L1B-6L1B-3 LTG. - CLASSROOMS 2 #12 #12 3/4'' 1 20 A 1.8 kVA 0.0 kVA 0 A 1 -- -- -- -- SPARE L1B-4L1B-1 LTG. - HEALTH SUITE 2 #12 #12 3/4'' 1 20 A 0.4 kVA 2.6 kVA 20 A 1 3/4'' #12 #12 2 LTG. - CLASSROOMS L1B-2CKT CIRCUIT # of Cond. Gnd. C P CB A B C CB P C Gnd. # of Cond. CIRCUIT CKT


MOUNTING: Surface WIRES: 4 MCB RATING: 150 ASUPPLY FROM: MSB PHASE: 3 MAINS RATING: 150 A

LOCATION: ELEC. 123 VOLTAGE: 480/277 Wye A.I.C. RATING: 42,000

Branch Panel: L1B


L1A-23 0.1 kVA 8.6 kVA L1A-24L1A-21 0.1 kVA 10.3 kVA L1A-22L1A-19

SPD - ELECTRICAL ROOM 186A 3 #10 #10 3/4'' 3 30 A0.1 kVA 9.2 kVA

90 A 3 -- -- -- -- C1A (VIA TC1A) - REFER TO XFMR SCHEDULEL1A-20

L1A-17 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE L1A-18L1A-15 LTG. - DISPLAY CASES IN CORRIDORS 2 #12 #12 3/4'' 1 20 A 0.2 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE L1A-16L1A-13 LTG. - CAFETERIA 2 #12 #12 3/4'' 1 20 A 2.1 kVA 0.1 kVA 20 A 1 3/4'' #12 #12 2 LTG. - LOBBY ENTRANCE L1A-14L1A-11 LTG. - GYMNASIUM 2 #12 #12 3/4'' 1 20 A 0.0 kVA 0.3 kVA 20 A 1 3/4'' #12 #12 2 LTG. - OUT BUILDINGS L1A-12L1A-9 LTG. - LEARNING STUDIOS 2 #12 #12 3/4'' 1 20 A 2.0 kVA 0.0 kVA 20 A 1 3/4'' #12 #12 2 LTG. - GYMNASIUM L1A-10L1A-7 LTG. - MUSIC ROOMS 2 #12 #12 3/4'' 1 20 A 1.4 kVA 3.1 kVA 20 A 1 3/4'' #12 #12 2 LTG. - SITE LIGHTING L1A-8L1A-5 LTG. - BLDG. RESTROOMS 2 #12 #12 3/4'' 1 20 A 2.0 kVA 1.8 kVA 20 A 1 3/4'' #12 #12 2 LTG. - CLASSROOMS L1A-6L1A-3 LTG. - BLDG. CORRIDORS 2 #12 #12 3/4'' 1 20 A 2.9 kVA 2.0 kVA 20 A 1 3/4'' #12 #12 2 LTG. - BLDG. CORRIDORS L1A-4L1A-1 LTG. - KITCHEN AND SUPPORT RMs. 2 #12 #12 3/4'' 1 20 A 1.6 kVA 1.2 kVA 20 A 1 3/4'' #12 #12 2 LTG. - BEFORE/AFTER CARE SPACES L1A-2CKT CIRCUIT # of Cond. Gnd. C P CB A B C CB P C Gnd. # of Cond. CIRCUIT CKT




Branch Panel: L1A


L1D-23 SPACE -- -- -- -- -- -- 0.0 kVA 16.2 kVA L1D-24L1D-21 SPACE -- -- -- -- -- -- 0.0 kVA 16.0 kVA L1D-22L1D-19 SPACE -- -- -- -- -- -- 0.0 kVA 16.2 kVA

150 A 3 -- -- -- -- C1D (VIA TC1D) - REFER TO XFMR SCHEDULEL1D-20

L1D-17 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE L1D-18L1D-15 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE L1D-16L1D-13 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE L1D-14L1D-11 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE L1D-12L1D-9 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE L1D-10L1D-7 LTG. - MEDIA CENTER 2 #12 #12 3/4'' 1 20 A 0.7 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE L1D-8L1D-5 LTG. - MEDIA CENTER SUPPORT RMs 2 #12 #12 3/4'' 1 20 A 0.7 kVA 1.4 kVA 20 A 1 3/4'' #12 #12 2 LTG. - MEDIA CENTER L1D-6L1D-3 LTG. - CLASSROOMS 2 #12 #12 3/4'' 1 20 A 1.8 kVA 2.0 kVA 20 A 1 3/4'' #12 #12 2 LTG. - CLASSROOMS L1D-4L1D-1 LTG. - ART AND FACULTY SPACES 2 #12 #12 3/4'' 1 20 A 2.2 kVA 1.8 kVA 20 A 1 3/4'' #12 #12 2 LTG. - CLASSROOMS L1D-2CKT CIRCUIT # of Cond. Gnd. C P CB A B C CB P C Gnd. # of Cond. CIRCUIT CKT



LOCATION: ELEC 153C VOLTAGE: 480/277 Wye A.I.C. RATING: 42,000

Branch Panel: L1D


M1B-23 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE M1B-24M1B-21 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE M1B-22M1B-19 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE M1B-20M1B-17 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE M1B-18M1B-15 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE M1B-16M1B-13 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE M1B-14M1B-11 4.2 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE M1B-12M1B-9 4.2 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE M1B-10M1B-7

COND-1 (VRF) MODULE 2 3 #12 #12 3/4" 3 25 A4.2 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE M1B-8

M1B-5 5.3 kVA 32.8 kVA M1B-6M1B-3 5.3 kVA 31.6 kVA M1B-4M1B-1

COND-1 (VRF) MODULE 1 3 #12 #12 3/4" 3 30 A5.3 kVA 36.0 kVA

225 A 3 -- -- -- -- R1B & R1C (VIA TR1B) - REFER TO XFMRSCHEDULE

M1B-2CKT CIRCUIT # of Cond. Gnd. C P CB A B C CB P C Gnd. # of Cond. CIRCUIT CKT



LOCATION: ELEC. 123 VOLTAGE: 480/277 Wye A.I.C. RATING: 42,000

Branch Panel: M1B


M1A-59 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE M1A-60M1A-57 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE M1A-58M1A-55 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE M1A-56M1A-53 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE M1A-54M1A-51 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE M1A-52M1A-49 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE M1A-50M1A-47 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE M1A-48M1A-45 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE M1A-46M1A-43 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE M1A-44M1A-41 21.1 kVA 15.2 kVA M1A-42M1A-39 21.1 kVA 17.1 kVA M1A-40M1A-37

ACCU-4 (ROOF) 3 #3 #8 1-1/4" 3 90 A21.1 kVA 14.8 kVA

150 A 3 2 -1/2" #6 #4/0 4 R1A (VIA TR1A)

M1A-38M1A-35 15.2 kVA 6.1 kVA M1A-36M1A-33 15.2 kVA 6.1 kVA M1A-34M1A-31

ACCU-3 (ROOF) 3 #4 #8 1-1/2'' 3 80 A15.2 kVA 6.1 kVA

35 A 3 3/4" #10 #10 3 AHU-5 (ROOF)M1A-32

M1A-29 8.3 kVA 9.4 kVA M1A-30M1A-27 8.3 kVA 9.4 kVA M1A-28M1A-25

ACCU-2 (ROOF) 3 #8 #10 1'' 3 45 A8.3 kVA 9.4 kVA

60 A 3 3/4" #10 #8 3 AHU-2 (ROOF)M1A-26


ACCU-1 (ROOF) 3 #10 #10 3/4" 3 35 A6.7 kVA 8.3 kVA

50 A 3 3/4" #10 #8 3 AHU-6 (ROOF)M1A-20


P-1 - MECHANICAL ROOM 186 3 #12 #12 3/4'' 3 20 A7.5 kVA 6.7 kVA

45 A 3 3/4" #10 #8 3 AHU-3 (ROOF)M1A-14


MUA-1 (ROOF) 3 #12 #12 3/4'' 3 15 A0.9 kVA 4.4 kVA

25 A 3 3/4" #12 #12 3 AHU-4 (ROOF)M1A-8


P-2 (SB) MECHANICAL ROOM 186 3 #12 #12 3/4'' 3 20 A0.0 kVA 0.6 kVA

20 A 3 3/4'' #12 #12 3 F-1 (ROOF)M1A-2




LOCATION: MECHANICAL ROOM 186 VOLTAGE: 480/277 Wye A.I.C. RATING: 42,000

Branch Panel: M1A

KR L1B

L1A L1D

M1A M1B


2

2


no. date revision


ARCHITECTURE


PLANNING

INTERIOR DESIGN

Drawing

Scale

Date

ARCHITECT


STRUCTURAL ENGINEER


M/E/P/IT ENGINEER

FOOD SERVICE

Project Number



Project Name

CIVIL ENGINEER







BID SET

04.03.2017


216020.00



3992101/19/2019


R1C-83 SPACE -- -- -- -- -- -- 0.0 kVA 0.1 kVA R1C-84R1C-81 SPACE -- -- -- -- -- -- 0.0 kVA 0.1 kVA R1C-82R1C-79 SPACE -- -- -- -- -- -- 0.0 kVA 0.1 kVA

30 A 3 3/4'' #10 #10 4 SPD - CUST. 139R1C-80

R1C-77 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE R1C-78R1C-75 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE R1C-76R1C-73 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE R1C-74R1C-71 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE R1C-72R1C-69 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE R1C-70R1C-67 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE R1C-68R1C-65 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE R1C-66R1C-63 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE R1C-64R1C-61 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE R1C-62R1C-59 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE R1C-60R1C-57 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE R1C-58R1C-55 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE R1C-56R1C-53 FCU-2.21 - LOBBY 007 2 #12 #12 3/4'' 1 20 A 0.6 kVA 0.4 kVA 20 A 1 3/4'' #12 #12 2 F-18 (ROOF) R1C-54R1C-51 FCU-3.23 - CORRIDOR 009 2 #12 #12 3/4'' 1 20 A 0.3 kVA 0.3 kVA 20 A 1 3/4'' #12 #12 2 FCU-3.24 - CORRIDOR 008 R1C-52R1C-49 FCU-3.21 - CORRIDOR 009 2 #12 #12 3/4'' 1 20 A 0.3 kVA 0.3 kVA 20 A 1 3/4'' #12 #12 2 FCU-3.22 - CORRIDOR 009 R1C-50R1C-47 JUNCTION BOX- AHU-3 2 #12 #12 3/4'' 1 20 A 0.8 kVA 0.8 kVA 20 A 1 3/4'' #12 #12 2 JUNCTION BOX- AHU-4 R1C-48R1C-45 F-17 (ROOF) 2 #12 #12 3/4'' 1 20 A 0.3 kVA 0.8 kVA 20 A 1 3/4'' #12 #12 2 JUNCTION BOX- AHU-1 R1C-46R1C-43 MECHO SHADES - LIBRARY READING ROOM 150 2 #12 #12 3/4'' 1 20 A 1.6 kVA 1.6 kVA 20 A 1 3/4'' #12 #12 2 MECHO SHADES - LIBRARY READING ROOM 150 R1C-44R1C-41 1.2 kVA 1.6 kVA 20 A 1 3/4'' #12 #12 2 MECHO SHADES - LIBRARY READING ROOM 150 R1C-42R1C-39

CONDENSER AC-8 2 #12 #12 3/4'' 2 20 A1.2 kVA 1.6 kVA 20 A 1 3/4'' #12 #12 2 MECHO SHADES - LIBRARY READING ROOM 150 R1C-40

R1C-37 F-11 (ROOF) 2 #12 #12 3/4'' 1 20 A 0.5 kVA 1.6 kVA 20 A 1 3/4'' #12 #12 2 MECHO SHADES - LIBRARY READING ROOM 150 R1C-38R1C-35 F-12 (ROOF) 2 #12 #12 3/4'' 1 20 A 0.4 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE R1C-36R1C-33 4.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE R1C-34R1C-31

SCIENCE TRAILER 2 #4 #8 1'' 2 70 A4.0 kVA 1.6 kVA 20 A 1 3/4'' #12 #12 2 MECHO SHADES - LIBRARY READING ROOM 150 R1C-32

R1C-29 UV-3.18 - SPECIAL ED RESOURCE 148 2 #12 #12 3/4'' 1 20 A 0.3 kVA 0.3 kVA 20 A 1 3/4'' #12 #12 2 F-16 (ROOF) R1C-30R1C-27 UV-3.16 - ART 145 2 #12 #12 3/4'' 1 20 A 0.6 kVA 0.3 kVA 20 A 1 3/4'' #12 #12 2 UV-3.17 - FACULTY LOUNGE 146 R1C-28R1C-25 UV-3.11 - EC CLASSROOM 140 2 #12 #12 3/4'' 1 20 A 0.6 kVA 0.3 kVA 20 A 1 3/4'' #12 #12 2 UV-3.15 - SPEECH/ HEARING 144 R1C-26R1C-23 UV-3.14 - EC CLASSROOM 143 2 #12 #12 3/4'' 1 20 A 0.6 kVA 0.6 kVA 20 A 1 3/4'' #12 #12 2 UV-3.13 - EC CLASSROOM 142 R1C-24R1C-21 UV-3.05 - CLASSROOM 130 2 #12 #12 3/4'' 1 20 A 0.6 kVA 0.6 kVA 20 A 1 3/4'' #12 #12 2 UV-3.12 - EC CLASSROOM 141 R1C-22R1C-19 UV-3.08 - CLASSROOM 134 2 #12 #12 3/4'' 1 20 A 0.6 kVA 0.6 kVA 20 A 1 3/4'' #12 #12 2 UV-3.06 - CLASSROOM 132 R1C-20R1C-17 REC - EXTERIOR* 2 #12 #12 3/4'' 1 20 A 0.2 kVA 1.4 kVA 20 A 1 3/4'' #12 #12 2 REC - ROOF* R1C-18R1C-15 REFRIG. - FACULTY LOUNGE 146 2 #12 #12 3/4'' 1 20 A 1.2 kVA 0.3 kVA 20 A 1 3/4'' #12 #12 2 UV-3.19 - GENERAL RESOURCE 156 R1C-16R1C-13 KILN VENT - KILN 146B 2 #12 #12 3/4'' 1 20 A 0.5 kVA 5.2 kVA R1C-14R1C-11 MICROWAVE- FACULTY LOUNGE 146 2 #12 #12 3/4'' 1 20 A 1.5 kVA 5.2 kVA

50 A 2 1'' #10 #6 2 KILN - KILN 146BR1C-12

R1C-9 VENDING MACHINE FACULTY LOUNGE 146 2 #12 #12 3/4'' 1 20 A 1.5 kVA 1.5 kVA 20 A 1 3/4'' #12 #12 2 VENDING MACHINE FACULTY LOUNGE 146 R1C-10R1C-7 UV-3.09 - CLASSROOM 135 2 #12 #12 3/4'' 1 20 A 0.6 kVA 0.6 kVA 20 A 1 3/4'' #12 #12 2 UV-3.10 - SPECIAL EDUCATION 137 R1C-8R1C-5 UV-3.04 - GENERAL RESOURCE 129 2 #12 #12 3/4'' 1 20 A 0.3 kVA 0.6 kVA 20 A 1 3/4'' #12 #12 2 UV-3.07 - CLASSROOM 133 R1C-6R1C-3 EWC - CORRIDOR 009 * 2 #12 #12 3/4'' 1 20 A 0.2 kVA 1.9 kVA 20 A 1 3/4'' #12 #12 2 REC - CORRIDOR 009 R1C-4R1C-1 REC - LOBBY 007 2 #12 #12 3/4'' 1 20 A 1.3 kVA 0.9 kVA 20 A 1 3/4'' #12 #12 2 REC - CORRIDOR 009 R1C-2CKT CIRCUIT # of Cond. Gnd. C P CB A B C CB P C Gnd. # of Cond. CIRCUIT CKT



SUPPLY FROM: TR1B PHASE: 3 MAINS RATING: 225 ALOCATION: CUST. 139 VOLTAGE: 120/208 Wye A.I.C. RATING: 22,000

Branch Panel: R1C


R1B-83 SPACE -- -- -- -- -- -- 0.0 kVA 0.1 kVA R1B-84R1B-81 SPACE -- -- -- -- -- -- 0.0 kVA 0.1 kVA R1B-82R1B-79 SPACE -- -- -- -- -- -- 0.0 kVA 0.1 kVA

30 A 3 3/4'' #10 #10 4 SPD - ELECTRICAL ROOM 186AR1B-80

R1B-77 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE R1B-78R1B-75 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE R1B-76R1B-73 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE R1B-74R1B-71 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE R1B-72R1B-69 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE R1B-70R1B-67 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE R1B-68R1B-65 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE R1B-66R1B-63 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE R1B-64R1B-61 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE R1B-62R1B-59 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE R1B-60R1B-57 MECHO SHADES - CORRIDOR 004 2 #12 #12 3/4'' 1 20 A 1.6 kVA 1.6 kVA 20 A 1 3/4'' #12 #12 2 MECHO SHADES - CORRIDOR 004 R1B-58R1B-55 MECHO SHADES - GYM STORAGE 193 2 #12 #12 3/4'' 1 20 A 1.6 kVA 1.6 kVA 20 A 1 3/4'' #12 #12 2 MECHO SHADES - CORRIDOR 004 R1B-56R1B-53 MECHO SHADES - GYM STORAGE 193 2 #12 #12 3/4'' 1 20 A 1.6 kVA 1.6 kVA 20 A 1 3/4'' #12 #12 2 MECHO SHADES - GYM STORAGE 193 R1B-54R1B-51 F-13 & F-3 2 #12 #12 3/4'' 1 20 A 0.6 kVA 0.1 kVA 20 A 1 3/4'' #12 #12 2 UH-1 - GYM STORAGE 193 R1B-52R1B-49 0.3 kVA 20 A 1 3/4'' #12 #12 2 F-14 (ROOF) R1B-50R1B-47 FCU-3.20 - CORRIDOR 004 2 #12 #12 3/4'' 1 20 A 0.5 kVA 1.2 kVA R1B-48R1B-45 0.1 kVA 1.2 kVA

15 A 2 3/4'' #12 #12 2 CONDENSER AC-5R1B-46

R1B-43VRF-1.14,1.15,1.18 & 1.19 2 #12 #12 3/4'' 2 15 A

0.1 kVA 0.4 kVA R1B-44R1B-41 0.4 kVA 0.4 kVA

15 A 2 3/4'' #12 #12 2 VRF-1.16R1B-42

R1B-39VRF-1.17 2 #12 #12 3/4'' 2 15 A

0.4 kVA 0.1 kVA R1B-40R1B-37 0.2 kVA 0.1 kVA

15 A 2 3/4'' #12 #12 2 VRF-1.01,1.02,1.03 & 1.06R1B-38

R1B-35VRF-1.04,1.05,1.07,1.08 & 1.09 2 #12 #12 3/4'' 2 15 A

0.2 kVA 0.1 kVA R1B-36R1B-33 MOTORIZED BACKSTOP - GYMNASIUM 192 2 #12 #12 3/4'' 1 20 A 1.2 kVA 0.1 kVA

15 A 2 3/4'' #12 #12 2 VRF-1.10,1.11,1.12 & 1.13R1B-34

R1B-31 UH-3 - CAN WASH 191 2 #12 #12 3/4'' 1 20 A 0.1 kVA 1.7 kVA 20 A 1 3/4'' #12 #12 2 DIVIDING CURTAIN - GYMNASIUM 192 R1B-32R1B-29 MECHO SHADES - GYMNASIUM 192 2 #12 #12 3/4'' 1 20 A 1.6 kVA 1.6 kVA 20 A 1 3/4'' #12 #12 2 MECHO SHADES - GYM STORAGE 193 R1B-30R1B-27 GYM EQUIPMENT CONTROL PANEL 2 #12 #12 3/4'' 1 20 A 1.0 kVA 0.2 kVA 20 A 1 3/4'' #12 #12 2 MOTOR VESTIBULE 194A R1B-28R1B-25 GYM EQUIPMENT CONTROL PANEL 2 #12 #12 3/4'' 1 20 A 1.0 kVA 0.1 kVA 20 A 1 3/4'' #12 #12 2 UH-2 - EXTERIOR STORAGE 190 R1B-26R1B-23 UV-3.03 - CLASSROOM 126 2 #12 #12 3/4'' 1 20 A 0.6 kVA 1.0 kVA 20 A 1 3/4'' #12 #12 2 GYM EQUIPMENT CONTROL PANEL R1B-24R1B-21 REC - EXTERIOR* 2 #12 #12 3/4'' 1 20 A 0.2 kVA 0.0 kVA 20 A 1 3/4'' #12 #12 2 REC - EXTERIOR* R1B-22R1B-19 UV-3.01 - LEARNING STUDIO 119 2 #12 #12 3/4'' 1 20 A 0.6 kVA 1.0 kVA 20 A 1 3/4'' #12 #12 2 REC - ADMIN. CORRIDOR 110A R1B-20R1B-17 VIDEO - BEFORE/AFTER CARE 194 2 #12 #12 3/4'' 1 20 A 0.4 kVA 0.2 kVA 20 A 1 3/4'' #12 #12 2 REFRIGERATOR - CONF. 111 R1B-18R1B-15 UV-3.02 - LEARNING STUDIO 120 2 #12 #12 3/4'' 1 20 A 0.6 kVA 0.8 kVA 20 A 1 3/4'' #12 #12 2 REC - BEFORE/AFTER CARE 194 * R1B-16R1B-13 SPARE -- -- -- -- 1 20 A 0.0 kVA 1.1 kVA 20 A 1 3/4'' #12 #12 2 REC - BEFORE/AFTER CARE 194 R1B-14R1B-11 REC - CORRIDOR 004 2 #12 #12 3/4'' 1 20 A 1.7 kVA 0.2 kVA 20 A 1 3/4'' #12 #12 2 EWC- VESTIBULE 192D * R1B-12R1B-9 REC - EXTERIOR STORAGE 190 2 #12 #12 3/4'' 1 20 A 0.2 kVA 1.6 kVA 20 A 1 3/4'' #12 #12 2 REC - GYMNASIUM 192 R1B-10R1B-7 MOTORIZED BACKSTOP - GYMNASIUM 192 2 #12 #12 3/4'' 1 20 A 1.2 kVA 1.0 kVA 20 A 1 3/4'' #12 #12 2 GYM EQUIPMENT CONTROL PANEL R1B-8R1B-5 MOTORIZED BACKSTOP - GYMNASIUM 192 2 #12 #12 3/4'' 1 20 A 1.2 kVA 1.2 kVA 20 A 1 3/4'' #12 #12 2 MOTORIZED BACKSTOP - GYMNASIUM 192 R1B-6R1B-3 MOTORIZED BACKSTOP - GYMNASIUM 192 2 #12 #12 3/4'' 1 20 A 1.2 kVA 1.2 kVA 20 A 1 3/4'' #12 #12 2 MOTORIZED BACKSTOP - GYMNASIUM 192 R1B-4R1B-1 F-8 & F-9 2 #12 #12 3/4'' 1 20 A 0.6 kVA 0.4 kVA 20 A 1 3/4'' #12 #12 2 F-10 (ROOF) R1B-2CKT CIRCUIT # of Cond. Gnd. C P CB A B C CB P C Gnd. # of Cond. CIRCUIT CKT



SUPPLY FROM: TR1B PHASE: 3 MAINS RATING: 225 ALOCATION: ELECTRICAL ROOM 186A VOLTAGE: 120/208 Wye A.I.C. RATING: 22,000

Branch Panel: R1B


R1A-83 0.1 kVA R1A-84R1A-81 SPACE -- -- -- -- -- -- 0.0 kVA 0.1 kVA R1A-82R1A-79 SPACE -- -- -- -- -- -- 0.0 kVA 0.1 kVA

30 A 3 3/4'' #10 #10 4 SPD - MECHANICAL ROOM 186R1A-80

R1A-77 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE R1A-78R1A-75 SPACE -- -- -- -- -- -- 0.0 kVA 0.0 kVA -- -- -- -- -- -- SPACE R1A-76R1A-73 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE R1A-74R1A-71 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE R1A-72R1A-69 SPARE -- -- -- -- 1 20 A 0.0 kVA 0.0 kVA 20 A 1 -- -- -- -- SPARE R1A-70R1A-67 FCU-2.20 - CORRIDOR 006 2 #12 #12 3/4'' 1 20 A 0.3 kVA 0.4 kVA 20 A 1 3/4'' #12 #12 2 F-19 (ROOF) R1A-68R1A-65 1.2 kVA 1.2 kVA 20 A 1 3/4'' #12 #12 2 GLYCOL FEED SYSTEM R1A-66R1A-63

CONDENSER AC-7 2 #12 #12 3/4'' 2 15 A1.2 kVA 1.2 kVA 20 A 1 3/4'' #12 #12 2 RECEPTACLE - CUST. 160 R1A-64

R1A-61 1.2 kVA 1.0 kVA 20 A 1 3/4'' #12 #12 2 LTG. - STAGE TRACK SYSTEMS R1A-62R1A-59

CONDENSER AC-3 2 #12 #12 3/4'' 2 15 A1.2 kVA 1.4 kVA 20 A 1 3/4'' #12 #12 2 REC - SPACE 155D * R1A-60

R1A-57 UH-6 - MECHANICAL ROOM 186 2 #12 #12 3/4'' 1 20 A 0.5 kVA 0.3 kVA 20 A 1 3/4'' #12 #12 2 F-2 (ROOF) R1A-58R1A-55 F-7 (ROOF) 2 #12 #12 3/4'' 1 20 A 0.7 kVA 0.1 kVA 20 A 1 3/4'' #12 #12 2 UH-7 - BOOK STOR 170 R1A-56R1A-53 UH-4 - SPRINKLER ROOM 187 2 #12 #12 3/4'' 1 20 A 0.1 kVA 1.1 kVA 20 A 1 3/4'' #12 #12 2 F-5,F-4 & F-6 (ROOF) R1A-54R1A-51 0.1 kVA 20 A 1 3/4'' #12 #12 2 UH-5 - MECHANICAL ROOM 186 R1A-52R1A-49 RECEPTACLES - MECHANICAL YARD 196 * 2 #12 #12 3/4'' 1 20 A 0.8 kVA 0.2 kVA 20 A 1 3/4'' #12 #12 2 CUH-1 - CORRIDOR 004 R1A-50R1A-47 LTG. - STAGE HOUSE LIGHTS 2 #12 #12 3/4'' 1 20 A 0.7 kVA 0.9 kVA 20 A 1 3/4'' #12 #12 2 RP-1 - MECHANICAL ROOM 186 R1A-48R1A-45 LTG. - FUTURE STAGE POWER 2 #12 #12 3/4'' 1 20 A 1.5 kVA 1.5 kVA 20 A 1 3/4'' #12 #12 2 LTG. - FUTURE STAGE POWER R1A-46R1A-43 FCU-2.19 - CORRIDOR 006 2 #12 #12 3/4'' 1 20 A 0.3 kVA 0.5 kVA 20 A 1 3/4'' #12 #12 2 LTG. - STAGE DIMMING SYSTEM R1A-44R1A-41 PROJ - CAFETERIA 184 2 #12 #12 3/4'' 1 20 A 0.8 kVA 0.3 kVA 20 A 1 3/4'' #12 #12 2 FCU-2.17 - CORRIDOR 005 R1A-42R1A-39 1.2 kVA 1.0 kVA 20 A 1 3/4'' #12 #12 2 LTG. - STAGE TRACK SYSTEMS R1A-40R1A-37

CONDENSER AC-2 2 #12 #12 3/4'' 2 15 A1.2 kVA 0.3 kVA 20 A 1 3/4'' #12 #12 2 FCU-2.18 - CORRIDOR 004 R1A-38

R1A-35 UV-2.15 - INSTRUMENTAL MUSIC 181 2 #12 #12 3/4'' 1 20 A 0.6 kVA 0.3 kVA 20 A 1 3/4'' #12 #12 2 F-15 (ROOF) R1A-36R1A-33 UV.2.11 CLASSROOM 170 2 #12 #12 3/4'' 1 20 A 0.6 kVA 0.6 kVA 20 A 1 3/4'' #12 #12 2 UV-2.14 - GENERAL MUSIC 179 R1A-34R1A-31 UV-2.07 - CLASSROOM 166 2 #12 #12 3/4'' 1 20 A 0.6 kVA 0.6 kVA 20 A 1 3/4'' #12 #12 2 UV-2.09 - CLASSROOM 168 R1A-32R1A-29 UV-2.03 - CLASSROOM 162 2 #12 #12 3/4'' 1 20 A 0.6 kVA 0.6 kVA 20 A 1 3/4'' #12 #12 2 UV-2.05 - CLASSROOM 164 R1A-30R1A-27 UV-2.13 - GENERAL RESOURCE 173 2 #12 #12 3/4'' 1 20 A 0.3 kVA 0.6 kVA 20 A 1 3/4'' #12 #12 2 UV-2.02 - SPECIAL EDUCATION 158 R1A-28R1A-25 UV-2.10 - CLASSROOM 169 2 #12 #12 3/4'' 1 20 A 0.6 kVA 0.3 kVA 20 A 1 3/4'' #12 #12 2 UV-2.12 - GENERAL RESOURCE 171 R1A-26R1A-23 UV-2.06 - CLASSROOM 165 2 #12 #12 3/4'' 1 20 A 0.6 kVA 0.6 kVA 20 A 1 3/4'' #12 #12 2 UV-2.08 - CLASSROOM 167 R1A-24R1A-21 UV-2.01 - COMPUTER LAB 157 2 #12 #12 3/4'' 1 20 A 0.6 kVA 0.6 kVA 20 A 1 3/4'' #12 #12 2 UV-2.04 - CLASSROOM 163 R1A-22R1A-19 HWG-1 - MECHANICAL ROOM 186 2 #12 #12 3/4'' 1 20 A 0.6 kVA 0.6 kVA 20 A 1 3/4'' #12 #12 2 HWG-2 - MECHANICAL ROOM 186 R1A-20R1A-17 TRAP PRIMING STATION - MECHANICAL ROOM... 2 #12 #12 3/4'' 1 20 A 1.4 kVA 0.4 kVA 20 A 1 3/4'' #12 #12 2 REC - EXTERIOR STORAGE 188 R1A-18R1A-15 EWC - CORRIDOR 004* 2 #12 #12 3/4'' 1 20 A 0.2 kVA 1.4 kVA 20 A 1 3/4'' #12 #12 2 REC - ROOF* R1A-16R1A-13 EWC - CORRIDOR 006* 2 #12 #12 3/4'' 1 20 A 0.2 kVA 1.3 kVA 20 A 1 3/4'' #12 #12 2 REC - CORRIDOR 006 R1A-14R1A-11 REC - 2 #12 #12 3/4'' 1 20 A 0.2 kVA 0.2 kVA 20 A 1 3/4'' #12 #12 2 REC - CUST. 175 178 * R1A-12R1A-9 JUNCTION BOX- AHU-2 2 #12 #12 3/4'' 1 20 A 0.8 kVA 0.8 kVA 20 A 1 3/4'' #12 #12 2 JUNCTION BOX- AHU-6 R1A-10R1A-7 JUNCTION BOX- AHU-5 2 #12 #12 3/4'' 1 20 A 0.8 kVA 0.5 kVA 20 A 1 3/4'' #12 #12 2 FCU-2.16 - TOILET 177 R1A-8R1A-5 SOUND SYSTEM - CAFETERIA STAGE 2 #12 #12 3/4'' 1 20 A 0.4 kVA 0.4 kVA 20 A 1 3/4'' #12 #12 2 STUDENT FLOOR BOX - PLATFORM 183A R1A-6R1A-3 REC - CAFETERIA 184 2 #12 #12 3/4'' 1 20 A 1.0 kVA 1.0 kVA 20 A 1 3/4'' #12 #12 2 REC - CAFETERIA 184 R1A-4R1A-1 REC - CORRIDOR 004 2 #12 #12 3/4'' 1 20 A 1.4 kVA 0.2 kVA 20 A 1 3/4'' #12 #12 2 EWC - CAFETERIA * R1A-2CKT CIRCUIT # of Cond. Gnd. C P CB A B C CB P C Gnd. # of Cond. CIRCUIT CKT



SUPPLY FROM: TR1A PHASE: 3 MAINS RATING: 225 ALOCATION: MECHANICAL ROOM 186 VOLTAGE: 120/208 Wye A.I.C. RATING: 10,000

Branch Panel: R1A

R1A R1C

R1B

TR1B


2

2


no. date revision


ARCHITECTURE


PLANNING

INTERIOR DESIGN

Drawing

Scale

Date

ARCHITECT


STRUCTURAL ENGINEER


M/E/P/IT ENGINEER

FOOD SERVICE

Project Number



Project Name

CIVIL ENGINEER







BID SET

04.03.2017


216020.00

E7.05MECHANICAL CONNECTIONSCHEDULES


3992101/19/2019

MECHANICAL EQUIPMENT CONNECTION SCHEDULE (BOILERs)

EQUIPMENTDESIG.

ELECTRICAL CHARACTERISTICS CIRCUITDESIG.

MECSNOTESVOLTAGE ϕ AMPS kVA

B-1 120 V 1 20 A 2.4 kVA E2RA-34 2B-2 120 V 1 20 A 2.4 kVA E2RA-35 2B-3 120 V 1 20 A 2.4 kVA E2RA-36 2

MECHANICAL EQUIPMENT CONNECTION SCHEDULE (CHILLER)

EQUIPMENTDESIG.



CHILLER-1 480 V 3 525 A 436.5 kVA MSB-10 5

MECHANICAL EQUIPMENT CONNECTION SCHEDULE (CUHs)

EQUIPMENTDESIG.



CUH-1 120 V 1 1.4 A 0.2 kVA R1A-50 5CUH-2 120 V 1 1.4 A 0.2 kVA R1B-28 5

MECHANICAL EQUIPMENT CONNECTION SCHEDULE (MAKE UP AIR)

EQUIPMENTDESIG.



MUA-1 480 V 3 3.4 A 2.8 kVA M1A-7,9,11 5

MECHANICAL EQUIPMENT CONNECTION SCHEDULE (PUMPs)

EQUIPMENTDESIG.



P-1 480 V 3 27.0 A 22.4 kVA M1A-13,15,17 10P-2 (SB) 480 V 3 0.0 A 0.0 kVA M1A-1,3,5 10

P-3 480 V 3 40.0 A 33.3 kVA E2LA-8,10,12 3P-4 (SB) 480 V 3 0.0 A 0.0 kVA E2LA-13,15,17 3

P-7 120 V 1 6.5 A 0.8 kVA E2RA-42 1P-8 (SB) 120 V 1 0.0 A 0.0 kVA E2RA-42 1



P-13 120 V 1 6.5 A 0.8 kVA E2RD-10 1P-14 (SB) 120 V 1 0.0 A 0.0 kVA E2RD-10 1



RP-1 120 V 1 7.2 A 0.9 kVA R1A-48 1

MECHANICAL EQUIPMENT CONNECTION SCHEDULE (SPLIT SYSTEMs)

EQUIPMENT DESIG.ELECTRICAL CHARACTERISTICS CIRCUIT

DESIG.MECSNOTESVOLTAGE ϕ AMPS kVA

CONDENSER AC-1 208 V 1 13.0 A 2.7 kVA E2RA-37,39 8CONDENSER AC-2 208 V 1 12.0 A 2.5 kVA R1A-37,39 8CONDENSER AC-3 208 V 1 12.0 A 2.5 kVA R1A-59,61 8CONDENSER AC-4 208 V 1 13.0 A 2.7 kVA E2RD-7,9 8CONDENSER AC-5 208 V 1 12.0 A 2.5 kVA R1B-46,48 8CONDENSER AC-6 208 V 1 13.0 A 2.7 kVA E2RA-47,49 8CONDENSER AC-7 208 V 1 12.0 A 2.5 kVA R1A-63,65 8CONDENSER AC-8 208 V 1 12.0 A 2.5 kVA R1C-39,41 8

MECHANICAL EQUIPMENT CONNECTION SCHEDULE (UHs)

EQUIPMENTDESIG.



UH-1 120 V 1 1.2 A 0.1 kVA R1B-52 5UH-2 120 V 1 1.2 A 0.1 kVA R1B-26 5UH-3 120 V 1 0.8 A 0.1 kVA R1B-31 5UH-4 120 V 1 1.2 A 0.1 kVA R1A-53 5UH-5 120 V 1 0.8 A 0.1 kVA R1A-52 5UH-6 120 V 1 4.5 A 0.5 kVA R1A-57 5UH-7 120 V 1 1.2 A 0.1 kVA R1A-56 5

MECHANICAL EQUIPMENT CONNECTION SCHEDULE (UVs)

EQUIPMENTDESIG.



UV-2.01 120 V 1 4.8 A 0.6 kVA R1A-21 1UV-2.02 120 V 1 4.8 A 0.6 kVA R1A-28 1UV-2.03 120 V 1 4.8 A 0.6 kVA R1A-29 1UV-2.04 120 V 1 4.8 A 0.6 kVA R1A-22 1UV-2.05 120 V 1 4.8 A 0.6 kVA R1A-30 1UV-2.06 120 V 1 4.8 A 0.6 kVA R1A-23 1UV-2.07 120 V 1 4.8 A 0.6 kVA R1A-31 1UV-2.08 120 V 1 4.8 A 0.6 kVA R1A-24 1UV-2.09 120 V 1 4.8 A 0.6 kVA R1A-32 1UV-2.10 120 V 1 4.8 A 0.6 kVA R1A-25 1UV-2.11 120 V 1 4.8 A 0.6 kVA R1A-33 1UV-2.12 120 V 1 2.4 A 0.3 kVA R1A-26 1UV-2.13 120 V 1 2.4 A 0.3 kVA R1A-27 1UV-2.14 120 V 1 4.8 A 0.6 kVA R1A-34 1UV-2.15 120 V 1 4.8 A 0.6 kVA R1A-35 1UV-3.01 120 V 1 4.8 A 0.6 kVA R1B-19 1UV-3.02 120 V 1 4.8 A 0.6 kVA R1B-15 1UV-3.03 120 V 1 4.8 A 0.6 kVA R1B-23 1UV-3.04 120 V 1 2.4 A 0.3 kVA R1C-5 1UV-3.05 120 V 1 4.8 A 0.6 kVA R1C-21 1UV-3.06 120 V 1 4.8 A 0.6 kVA R1C-20 1UV-3.07 120 V 1 4.8 A 0.6 kVA R1C-6 1UV-3.08 120 V 1 4.8 A 0.6 kVA R1C-19 1UV-3.09 120 V 1 4.8 A 0.6 kVA R1C-7 1UV-3.10 120 V 1 4.8 A 0.6 kVA R1C-8 1UV-3.11 120 V 1 4.8 A 0.6 kVA R1C-25 1UV-3.12 120 V 1 4.8 A 0.6 kVA R1C-22 1UV-3.13 120 V 1 4.8 A 0.6 kVA R1C-24 1UV-3.14 120 V 1 4.8 A 0.6 kVA R1C-23 1UV-3.15 120 V 1 2.4 A 0.3 kVA R1C-26 1UV-3.16 120 V 1 4.8 A 0.6 kVA R1C-27 1UV-3.17 120 V 1 2.4 A 0.3 kVA R1C-28 1UV-3.18 120 V 1 2.4 A 0.3 kVA R1C-29 1UV-3.19 120 V 1 2.4 A 0.3 kVA R1C-16 1

MECHANICAL EQUIPMENT CONNECTION SCHEDULE (VRFs)

EQUIPMENT DESIG.ELECTRICAL CHARACTERISTICS CIRCUIT

DESIG.MECSNOTESVOLTAGE ϕ AMPS kVA

VRF-1.01 208 V 1 0.35 A 0.07 kVA R1B-38,40 1VRF-1.02 208 V 1 0.35 A 0.07 kVA R1B-38,40 1VRF-1.03 208 V 1 0.35 A 0.07 kVA R1B-38,40 1VRF-1.04 208 V 1 0.29 A 0.06 kVA R1B-35,37 1VRF-1.05 208 V 1 0.29 A 0.06 kVA R1B-35,37 1VRF-1.06 208 V 1 0.29 A 0.06 kVA R1B-38,40 1VRF-1.07 208 V 1 0.29 A 0.06 kVA R1B-35,37 1VRF-1.08 208 V 1 0.29 A 0.06 kVA R1B-35,37 1VRF-1.09 208 V 1 0.35 A 0.07 kVA R1B-35,37 1VRF-1.10 208 V 1 0.29 A 0.06 kVA R1B-34,36 1VRF-1.11 208 V 1 0.29 A 0.06 kVA R1B-34,36 1VRF-1.12 208 V 1 0.35 A 0.07 kVA R1B-34,36 1VRF-1.13 208 V 1 0.29 A 0.06 kVA R1B-34,36 1VRF-1.14 208 V 1 0.29 A 0.06 kVA R1B-43,45 1VRF-1.15 208 V 1 0.29 A 0.06 kVA R1B-43,45 1VRF-1.16 208 V 1 4.16 A 0.87 kVA R1B-42,44 1VRF-1.17 208 V 1 4.16 A 0.87 kVA R1B-39,41 1VRF-1.18 208 V 1 0.43 A 0.09 kVA R1B-43,45 1VRF-1.19 208 V 1 0.43 A 0.09 kVA R1B-43,45 1

VRF-COND-1 MODULE 1 480 V 3 19.00 A 15.80 kVA M1B-1,3,5 9VRF-COND-1 MODULE 2 480 V 3 15.00 A 12.47 kVA M1B-7,9,11 9

MECHANICAL EQUIPMENT CONNECTION SCHEDULE (HWGs)

EQUIPMENTDESIG.



HWG-1 120 V 1 5.0 A 0.6 kVA R1A-19 1HWG-2 120 V 1 5.0 A 0.6 kVA R1A-20 1

PROVIDE FRACTIONAL MANUAL MOTOR STARTER SWITCH WITHGREEN PILOT LIGHT AND HOA. MOUNT AT UNIT AND MAKE ALLCONNECTIONS AS REQUIRED.

PROVIDE LOCKABLE 2P-30A-NF/SS IN NEMA 1 ENCLOSURE ANDMOUNT AT UNIT. CONNECT TO BOILER CONTROL PANEL AHEADOF DISCONNECT AND MAKE ALL CONNECTIONS FROM CONTROLPANEL TO DISCONNECT.

MAKE ALL CONNECTIONS TO VSD AND PUMP. INSTALL VSD(FURNISHED BY MECHANICAL CONTRACTOR).

PROVIDE 3P-600A F/SS (FUSED PER MANUFACTURERSNAMEPLATE DATA) IN NEMA 4X STAINLESS STEEL ENCLOSURE.MOUNT AT UNIT AND MAKE ALL CONNECTIONS AS REQUIRED.

MAKE CONNECTION TO INTEGRAL DISCONNECT AT UNIT.

MAKE ALL CONNECTIONS TO VSD. INSTALL VSD (FURNISHED BYMECHANICAL CONTRACTOR).

PROVIDE 2P-30A-NF/SS IN NEMA 4X STAINLESS STEELENCLOSURE. MOUNT AT UNIT AND MAKE ALL CONNECTIONS.

PROVIDE 2P-30A-F/SS (FUSED MANUFACTURERS NAMEPLATEDATA) IN NEMA 4X STAINLESS STEEL ENCLOSURE. MOUNT ATUNIT AND CONNECT TO ASSOCIATED INDOOR UNIT. PROVIDE3P-30A-F/SS (FUSED PER MANUFACTURERS NAMEPLATE DATA) INNEMA 1 ENCLOSURE AT INDOOR UNIT.

PROVIDE 3P-60A F/SS (FUSED PER MANUFACTURERS NAMEPLATEDATA) IN NEMA 4X STAINLESS STEEL ENCLOSURE. MOUNT ATUNIT AND MAKE ALL CONNECTIONS AS REQUIRED.

PROVIDE NEMA SIZE 2 COMBINATION STARTER/DISCONNECT INNEMA 1 ENCLOSURE. MOUNT AT UNIT AND MAKE ALLCONNECTIONS AS REQUIRED.

MECS NOTES:1.

2.

3.

MECHANICAL EQUIPMENT CONNECTION SCHEDULE (AHUs)

EQUIPMENTDESIG.



AHU-1 480 V 3 10.0 A 8.3 kVA E2LA-2,4,6 6AHU-2 480 V 3 34.0 A 28.3 kVA M1A-26,28,30 6AHU-3 480 V 3 24.0 A 20.0 kVA M1A-14,16,18 6AHU-4 480 V 3 16.0 A 13.3 kVA M1A-8,10,12 6AHU-5 480 V 3 22.0 A 18.3 kVA M1A-32,34,36 6AHU-6 480 V 3 30.0 A 24.9 kVA M1A-20,22,24 6

4.

5.

6.

7.

8.

9.

10.

MECHANICAL EQUIPMENT CONNECTION SCHEDULE (FANs)

EQUIPMENTDESIG.



F-1 480 V 3 2.1 A 1.7 kVA M1A-2,4,6 6F-2 120 V 1 2.6 A 0.3 kVA R1A-58 5F-3 120 V 1 2.6 A 0.3 kVA R1B-51 5F-4 120 V 1 2.6 A 0.3 kVA R1A-54 5F-5 120 V 1 2.6 A 0.3 kVA R1A-54 5F-6 120 V 1 3.7 A 0.4 kVA R1A-54 5F-7 120 V 1 6.2 A 0.7 kVA R1A-55 5F-8 120 V 1 2.6 A 0.3 kVA R1B-1 5F-9 120 V 1 2.6 A 0.3 kVA R1B-1 5

F-10 120 V 1 3.7 A 0.4 kVA R1B-2 5F-11 120 V 1 4.4 A 0.5 kVA R1C-37 5F-12 120 V 1 3.7 A 0.4 kVA R1C-35 5F-13 120 V 1 2.6 A 0.3 kVA R1B-51 5F-14 120 V 1 2.6 A 0.3 kVA R1B-50 5F-15 120 V 1 2.6 A 0.3 kVA R1A-36 5F-16 120 V 1 2.6 A 0.3 kVA R1C-30 5F-17 120 V 1 2.6 A 0.3 kVA R1C-45 5F-18 120 V 1 3.7 A 0.4 kVA R1C-54 5F-19 120 V 1 3.7 A 0.4 kVA R1A-68 5

MECHANICAL EQUIPMENT CONNECTION SCHEDULE (GLYCOL FEEDER)

EQUIPMENTDESIG.



GLYCOL FEEDER 120 V 1 9.8 A 1.2 kVA R1A-66 5

MECHANICAL EQUIPMENT CONNECTION SCHEDULE (FCUs)

EQUIPMENTDESIG.



FCU-2.16 120 V 1 3.9 A 0.5 kVA R1A-8 1FCU-2.17 120 V 1 2.4 A 0.3 kVA R1A-42 1FCU-2.18 120 V 1 2.4 A 0.3 kVA R1A-38 1FCU-2.19 120 V 1 2.4 A 0.3 kVA R1A-43 1FCU-2.20 120 V 1 2.4 A 0.3 kVA R1A-67 1FCU-2.21 120 V 1 4.8 A 0.6 kVA R1C-53 1FCU-3.20 120 V 1 3.9 A 0.5 kVA R1B-47 1FCU-3.21 120 V 1 2.4 A 0.3 kVA R1C-49 1FCU-3.22 120 V 1 2.4 A 0.3 kVA R1C-50 1FCU-3.23 120 V 1 2.4 A 0.3 kVA R1C-51 1FCU-3.24 120 V 1 2.4 A 0.3 kVA R1C-52 1

MECHANICAL EQUIPMENT CONNECTION SCHEDULE (ACCUs)

EQUIPMENTDESIG.



ACCU-1 480 V 3 24.0 A 20.0 kVA M1A-19,21,23 5ACCU-2 480 V 3 30.0 A 24.9 kVA M1A-25,27,29 5ACCU-3 480 V 3 55.0 A 45.7 kVA M1A-31,33,35 5ACCU-4 480 V 3 76.0 A 63.2 kVA M1A-37,39,41 5


1

2