SPECIFICATIONS. Section Cold Formed Structural Steel a. Delete section 2.04.C. Painting: this does not apply to metal stud framing.

(1)

(2)

ADDENDUM NO. 2 page

2

SPECIFICATIONS

Section 05 1200 – Structural Steel Framing

a. Add section “2.03.C. Painting: Paint all framing components with the specified paint in accordance with the recommendations contained in the SSPC/AISC "Guide to the Shop Painting of Structural Steel". Use a painting system adequate to provide protection equal to or exceeding a zone 1-A defense as defined in the SSPC/AISC "Guide". The paint shall have a minimum dry film thickness of 1.5 mils.”

Section 05 4000 – Cold Formed Structural Steel

a. Delete section 2.04.C. Painting: this does not apply to metal stud framing.

Section 09 2900 – Gypsum Board

a. Add the following to section 2.8.E. Acoustical Sealant: “All sound isolating gypsum board walls should be sealed at the top and bottom with a nonhardening sealant such as

Pecora AIS-919 or AC-20 FTR (fire rated), or equivalent. Spray-on fire sealants such as Hilti Firestop Joint Spray (CFS-SP WB) and Speed Plugs (CP 777) are available for

larger gaps where walls meet metal decks. Hilti Smoke and Acoustic Spray CP 572 is a similar product for non fire-rated applications.”

a. Delete 2.8.F.

b. At 3.3.C.1, delete the last sentence: “Apply Prospec Decibel Drop sealant two cartridges per 32 square feet of area between layers of gypsum board, follow all manufacturers recommendations.”

Section 10 5114 – Metal Lockers

a. Remove reference to Penco Vanguard Locker as Basis of Design.

Replace with “APS Standard Guidelines as Basis of Design: Lockers shall be

constructed of one-piece (Unibody) side frame and locker front. All welded body with no rivets, screws or bolts. Powder coated 2-tiered, 16-gauge doors with louvers, 16-gauge body steel units with high security latch with no moving parts to receive pad lock, one double hook on ceiling and 3 single hooks on walls. Aluminum number plate. Two-tier lockers will be 15” W, 60”H, 15” D. Built-in with furr-out above lockers to ceiling or angled top and built-in solid 4” base or coved sealed 4” base on metal legs.”

Section 33 6333 - Micropiles

a. Add the attached Section 33 6333 Micropiles, total of 4 pages, see Exhibit 01.

Section 23 0900 – Facility Management System

a. CHANGE 1.4.A. Approved Manufacturers: Existing portions of the building are already served by Automated Logic controls therefore Automated Logic is the only approved controls manufacturer.

DRAWINGS AD-101

a. Delete “See Mechanical for more info.” In Computer Lab 103.

(3)

ADDENDUM NO. 2 page

3

AD-201

a. There is existing “Charles R Spain” Signage on the east face of the exterior Planetarium wall that will need to be removed and replaced for new stucco color coat. On drawing B2/AD-201. KN 15 will apply to this area.

A-103

a. In Computer Lab 103, Delete “See Mechanical for more info.” Add “Patch shall tie into existing access floor, frame in opening and match existing plywood thickness and finish level.”

A-105

a. Add KN 9 “Relocate existing projection screen as shown.”

b. Add KN 10 “Existing projection screen to remain.” Place KN 10 bubble in Cosmetology 112 along west wall where project screen is shown.

c. There are nine (9) keynotes that printed blank on the plan. The keynotes revisions are outlined below:

1. Both soffits (2 locations) outside of Vocational Room 119 shall be KN 4.

2. The west soffit outside of Vocational Room 122 shall be KN 4.

3. Both soffits (2 locations) outside of Cosmetology 112 shall be KN 4.

4. The north soffit outside of Cosmetology 102 shall be KN 4.

5. The soffit outside of Unisex Restrooms 145 and 146 shall be KN 4.

6. The south side of Cosmetology 102 shall be KN 9.

7. Delete the blank keynote in Hall 114, just south of Storage 122D.

A-106

a. Ceiling Elevation markers are incorrect in three (3) instances on A-106 1. The soffit outside of Classroom 233 shall read 10’-2”

2. The soffit outside of Classroom 234 shall read 10’-2”

3. The soffit outside of Classroom 236 shall read 10’-2”

A-201

a. There is existing “Charles R Spain” Signage on the east face of the exterior Planetarium wall that will need to be removed and replaced for new stucco color coat. On drawing B2/A-201. KN 21 will apply to this area.

A-601

d. On the Door Schedule, Door A135, change Door Type “A” to Door Type “F”

A-602

a. Window Type A reduced in size to match block coursing. Dimensions to read 4’-0” x 12’- 8” overall, set at 3’-4” AFF

b. Window Type B reduced in size to match block coursing. Dimensions to read 4’-0” x 6’- 8” overall, set at 3’-4” AFF

Sheet PP-101 – PRESSURE PIPING FLOOR PLAN a. ADD general note K. as follows:

Electrical contractor to provide e-MON Series 5000 water and gas meters. Gas and

Water meters are to be installed in the piping by the plumbing contractor but powered

and integrated to the e-MON server by the electrical contractor in coordination with APS

personnel.

(4)

ADDENDUM NO. 2 page

4

Sheet P-401 – PLUMBING SCHEDULES

a. ADD Floor drains to Unisex 145 and Unisex 146

b. CHANGE Sanitary routing in Girls 237. Refer to the revised sheet, see Exhibit 02.

Sheet P-701 – PLUMBING SCHEDULES

a. REMOVE Duplicate P1a, American standard Model 3351.101, wall mounted water closet from the schedule.

Sheet MD-101 – MECHANICAL DEMOLITION PLAN

a. ADD keynote #12 indicating the removal of floor supply diffusers from Computer Classroom. Refer to the revised sheet, see Exhibit 03.

Sheet MH-101 – MECHANICAL FLOOR PLAN

a. ADD – keynote #12 indicating the addition of acoustic liner is the ERV duct work. Duct work sizing and routing has also been updated. Refer to the revised sheet, see Exhibit 04.

Sheet MI-602 – MECHANICAL CONTROLS DIAGRAMS

a. REMOVE Building monitoring control diagram. The all building monitoring shall be done through an e-MON server and not via the facility management system. Electrical

contractor to provide e-MON Series 5000 water and gas meters. Gas and Water meters are to be installed by the plumbing contractor but powered and integrated to the e-MON server by the electrical contractor in coordination with APS personnel.

Sheet EL-102 – LIGHTING SECOND FLOOR PLAN

a. CHANGE (5) SR6, (7) SW2, AND (12) SW4 lighting fixtures per revised drawing, see Exhibit 05.

Sheet EP-102 – POWER SECOND FLOOR PLAN

a. CHANGE head wall receptacles in NURSING LAB 242 per revised drawing, see Exhibit 06.

Sheet E-601 – ELECTRICAL DIAGRAMS

a. CLARIFY, APS does all sub-metering through an e-MON server located at the APS Data Center, not through the Facility Management System (FMS). The project requires an internet-connected e-MON Series 5000 sub-meter, which will capture whole-building electrical usage. Electrical contractor to provide e-MON Series 500 water and gas meters. Gas and Water meters are to be installed by the plumbing contractor but powered and integrated to the e-MON server by the electrical contractor.

Sheet E-701 – ELECTRICAL SCHEDULES

a. CHANGE lighting fixture types per sheet EL-102 changes per revised fixture schedule,

see Exhibit 074

(5)

ADDENDUM NO. 2 page

5

This addendum consists of fifteen (15) pages including six (6) full sized 24” x 36” drawing sheets as exhibits.

Exhibit 01 – Specifications Section 33 6333 - Micropiles Exhibit 02 – Sheet P-401 – Enlarged Plumbing Plans

Exhibit 03 – Sheet MD-101 – Mechanical Demolition Floor Plan Exhibit 04 – Sheet MH-101 – HVAC Floor Plan

Exhibit 05 – Sheet EL-102 – Lighting Second Floor Plan Exhibit 06 – Sheet EP-102 – Power Second Floor Plan Exhibit 07 – Sheet E-701 – Electrical Schedules

Each bidder shall acknowledge receipt of this Addendum No. Two (2) on the Bid Proposal form in the space provided.

END OF ADDENDUM No. 2

Cherry/See/Reames Architects, PC

By________________________________

Tina M. Reames, FAIA, President

(6)

APS ECA CEC Modernization, Renovation and Addition

DRILLED MICROPILES 33 6333‐1

ADDENDUM No. 2 EXHIBIT 01

SECTION 33 6333

DRILLED MICROPILES

– GENERAL 1.1 SECTION INCLUDES

A. Include materials, labor, services, and incidentals necessary for completion of this section of work.

B. Extent of cast in place concrete work is shown on Drawings.

C. Notify other trades of the date for placement in ample time for each to install their own work.

1.2 RELATED SECTIONS

A. General and Supplemental General Conditions of the Contract and Division 1.

B. STS 01 21 19 – Testing and Inspecting Allowances.

1.3 REFERENCES

A. Where all or part of a Federal, ASTM, ANSI, New Mexico Standard Specifications for Public Works Construction etc. is incorporated by reference in these specifications, the reference standard shall be the latest edition and revision.

B. Industry Standards, Specifications and Codes:

1. General:

a. Comply with provisions of the following codes and standards except as modified herein.

b. Referenced codes and standards including revisions and commentaries shall be the most currently adopted as of the date of these Contract Documents.

2. American Concrete Institute (ACI):

a. ACI 117 Standard Specifications for Tolerances for Concrete Construction and Materials.

b. ACI 301 Specifications for Structural Concrete.

c. Additional ACI sections are noted in later text.

3. American Society for Testing and Materials (ASTM):

a. Specific ASTM standards are noted in later text.

(7)

APS ECA CEC Modernization, Renovation and Addition

DRILLED MICROPILES 33 6333‐2

ADDENDUM No. 2 EXHIBIT 01

1.4 SUBMITTALS

A. Submit in accordance with Division 1 requirements.

B. Complete description of equipment, procedures and techniques for pile installation.

1. Equipment required for installation including, but not limited to: drills, pumps, casing, etc.

2. Pipe and rebar specifications 3. Grout mix design

C. Pile design‐ Design drawings and calculations prepared by a registered professional engineer who has at least 5 years documented experience in the design of micropiles. The design shall include pile design and pile‐footing connection design at existing footings. The design shall conform with applicable provisions of the Building Code, FHWA Micro‐pile Design and Construction Guidelines, and accepted industry practice.

D. Lad Test Equipment ‐ Submit for approval information on the test jack and calibration results. The test jack and pressure gauge shall be calibrated in conformance with ASTM requirements.

1.5 QUALITY ASSURANCE

A. Designer’s and Installer’s Qualifications: The firm that performs the Work of this Section shall have a minimum of 5 years experience in the type of design and construction required for the Work of this Section and shall have designed and installed foundation systems for at least 5 projects of equivalent or greater difficulty as required by this Contract.

1. The firm’s staff shall include at least one Professional Engineer licensed by New Mexico State.

2. The firm’s supervising engineer and site foreman or superintendent for this project shall have at least 5 years of experience in this type of foundation Work.

B. Contractor shall meet with the inspection/testing agency and Engineer at least 24 hours prior to major concrete pour.

‐ PRODUCTS 2.1 MATERIALS

A. Furnish the materials required for the Work of this Section.

B. Pipe reinforcement shall conform to ASTM A252 Grade 2 or approved equal. Mill secondary pipe is acceptable provided coupons are submitted for each truckload. Splicing shall be by threaded and coupled connections or continuous butt welds, using procedures

recommended by the pipe supplier.

C. Reinforcing bar shall conform to ASTM A615 Grade 60 or approved equal. Splicing details

shall be either lap splices or approved couplers.

(8)

APS ECA CEC Modernization, Renovation and Addition

DRILLED MICROPILES 33 6333‐3

ADDENDUM No. 2 EXHIBIT 01

D. Grout shall consist of Type I or III Portland Cement and water mix with a minimum 28‐day compressive strength shall be 4000 psi. Potable water shall be used for mixing grout.

E. Regrout tubes, if required, shall be PVC pipe or approved equal. The pipe material shall be nondegradable and compatible with Portland cement. Regrout tubes shall be filled with grout at the completion of work.

– EXECUTION 3.1 GENERAL

A. Piles shall be oriented as shown on the foundation plans. All piles shall be drilled within 4%

of the angle indicated on the plans and within 3 inches of the location shown. Piles installed out of plumb or location shall be cause for rejection or reduced capacity as determined by the Designer.

B. All pile installation shall be performed under the supervision of a qualified geotechnical engineer retained by the Owner.

C. The Contractor shall protect all existing equipment and structures during pile installation.

3.2 INSTALLATION

A. Clean all mixing and transportation equipment. Wet forms thoroughly. Remove all ice, excess water, mud and other debris from within forms and from reinforcement. Notify Engineer prior to placing in ample time for inspection of forms and reinforcing.

B. The minimum drilled hole diameter shall be within ½” of that shown on the plans. Holes shall be temporarily cased, as necessary, to the pile tip elevation or casing refusal materials.

Casing may be terminated prior to the above requirements if the soils encountered can be drilled without caving.

C. If pile capacity dictates extending into refusal materials, continue drilling until an adequate rock socket is obtained as determined by the Designer.

D. Install micro‐pile reinforcing in the center of the hole using centralizers as required.

Measures shall be implemented to permit grout to flow from the pile to the annular spaces between the pile and the casing. Reinforcing bar and pile reinforcement shall be spliced as necessary.

E. Drill hole and casing shall be tremie grouted full length. At Contractor’s option, the pile reinforcing may be installed after grouting.

F. Temporary casing shall be slowly withdrawn and the grout level shall be checked

periodically to ensure that the top of the grout does not fall below the bottom of the casing.

G. Care shall be exercised to prevent damage to previously installed piles. The center to center spacing of subsequently installed piles shall be adjusted based on soil conditions.

H. Piles may be regrouted to increase the bond with the surrounding soils. Piles which are to be regrouted shall be fitted with a regrout tube securely attached to the pile reinforcing.

Regrouting shall be performed within 12 hours of pile installation.

(9)

APS ECA CEC Modernization, Renovation and Addition

DRILLED MICROPILES 33 6333‐4

ADDENDUM No. 2 EXHIBIT 01

3.3 FIELD QUALITY CONTROL

A. All pile shall be continuously inspected by the Owner’s representative. A record shall be kept of each pile and shall include as a minimum:

1. Length of pile as installed 2. Depth to rock 3

3. Length of rock socket 4. Theoretical grout volume

5. Actual grout volume for primary and regrouting 6. Grout pressure during casing withdrawal 7. Conditions encountered during drilling 8. Date and time of installation

9. Pile number or location description

B. Load Testing Piles: Test piles in accordance with ASTM D 1143, Quick Load Test Method for Individual Piles with the following modifications:

1. Do not start a load test until the earth is removed to the elevation of the bottom of the pile cap.

2. Perform a load test on one pile in each pile cap group indicted on the Drawings to be load tested.

3. Apply load in 10‐15 percent increments at 2.5 minute intervals to 200 percent of the allowable design load.

4. Hold full test load for a period of one hour.

5. Remove full test load in four 25 percent decrements at 5.0 minute intervals.

6. The net settlement after rebound shall not exceed 0.50 inch.

7. Test piles, if properly located and not exceeding 0.50 inch net settlement, are acceptable as permanent and may be left in place.

8. Submit one copy of load test results, stamped by a New Mexico State licensed professional engineer

END OF SECTION 33 6333

(10)

UNISEX 146

WORK / BREAK ROOM

144

UNISEX 145

P6a

FD1

P4 P3 P3

P1a WCO

WCO

P6

WCO P2a

WCO

3" V 3" V

3" V WCO

WCO

3" SAN

4" SAN 4" SAN

3" SAN 2" V

2" V 4" V

P1a FD1

UNISEX 146

UNISEX 145 P6a

P4 ICE

P3

P1a 2" DHW

2" DHW

1 1/2" DCW 1 1/2" DCW

2" DHW 2" DHW

2" DHW

P2a

2"

2" 2" 2" 2"

2"

2" DHW 2" DHW

1 1/2" DCW 1" DCW

P3

P1a

P6

1 1/2"

1 1/4"

1 1/4" DCW WHA

3/4" DCW 3/4" DCW

3/4"

WHA

ACCESS PANEL

ICE

GIRLS 237

BOYS 238

HALL 249 P6a P1a

P1a

P1

P2a

FD1 FD1

P3

P6a 2" V

4" SAN

4" V

4"

3"

4" 3"

1 1/2"

4"

FD1

3"

1 1/2"

ECO P3

P3

P3 3"

1 1/2"

P6a P1a

P1a

P1

P2a

P3

BOYS 238 GIRLS

237

HALL 249 P6a

HB 1 1/2" 2"

2" DCW RISER

3/4" DHW RISER TO BELOW 3/4" DHW RISER FROM BELOW

P3 P3 P3

1" DCW RISER FROM BELOW

H EC VI K

OF

HN F.

_A_T

ST E

CO GIN EER

ON L E A

I N

NO.

S E N

ROFES ED M

P EW

12498

I X I

RE

G

J

STE R

O

MARK

PROJECT NO:

5 4

3 2

1

E

D

C

B

A

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

COPYRIGHT: Cherry/See/Reames PC 2013 DATE DESCRIPTION ISSUE:

1

C

CHERRY/SEE/REAMES ARCHITECTS, PC

505 - 842 - 1278 fax 505 - 766 - 9269 www.cherryseereames.com

MANAGEMENT BLOCK

ENLARGED PLUMBING PLANS

507

P-401

E C A @ C E C M o d e rn iz a ti o n , R e n o v a ti o n & A d d it io n 8 0 7 M o u n ta in R o a d N E A lb u q u e rq u e , N M 8 7 1 0 2

TML PHW

01/11/2021 100% CD

GENERAL SHEET NOTES

A. REFER TO ARCHITECTURAL FLOOR PLANS FOR EXACT LOCATION AND HEIGHTS OF ALL PLUMBING FIXTURES BEFORE ROUGH-IN OR INSTALLATION OF PIPE. PLUMBING FIXTURES SHALL BE MOUNTED AT HEIGHTS SHOWN ON ARCHITECTURAL ELEVATION DRAWINGS.

B. ALL PIPING IN FINISHED ROOMS SHALL BE CONCEALED IN FURRED CHASES UNLESS OTHERWISE NOTED ON THIS DRAWING.

C. PROVIDE HINGED ACCESS DOORS FOR VALVES, WATER HAMMER ARRESTERS, ISOLATION BALL VALVES LOCATED IN NONACCESSIBLE CEILINGS AND CHASES.

DOORS FURNISHED PER ARCHITECTURAL SPECIFICATIONS AND PURCHASED AND INSTALLED PER DIVISION 22. ACCESS DOOR RATING SHALL MATCH THE

CLASSIFICATION OF WALLS AND CEILING FIRE RATING. COORDINATE COLOR AND TYPE OF ACCESS DOOR WITH ARCHITECTURAL PRIOR TO PERFORMING WORK.

D. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL FIRE RATED AND OR SMOKE RATED WALLS AND ASSEMBLIES. PIPING PENETRATIONS OF FIRE AND SMOKE RATED WALLS AND LISTED ASSEMBLIES SHALL BE CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L. LISTED FIRE PROOF CAULKING MATERIAL.

E. COORDINATE ALL PLUMBING PIPING WITH ALL OTHER TRADES AND PROVIDE

NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.

F. PIPING LOCATIONS HAVE BEEN SHOWN FOR CLARITY AND DO NOT NECESSARILY REFLECT THE EXACT LOCATION OF PIPE. COORDINATE ROUTING WITH ALL OTHER TRADES BEFORE INSTALLATION OR MAKEUP OF PIPE. PROVIDE COORDINATION DRAWINGS PER SPECIFICATIONS.

G. REFER TO DRAWING P-701 FOR PLUMBING ROUGH IN REQUIREMENTS.

H. ALL PLUMBING FIXTURES SHALL HAVE WALL CLEANOUTS.

I. ALL P-TRAPS TO FLOOR SINKS AND FLOOR DRAINS SHALL BE SUPPLIED WITH A TRAP SEAL GUARD.

J. ALL SANITARY PIPE IN KITCHEN TO BE CAST IRON. PROVIDE SANITARY PIPE DOWNSTREAM OF THE GREASE INTERCEPTOR PER SPECIFICATIONS.

K. ROUTE ALL WASTE PIPING AT A 1% SLOPE UNLESS OTHERWISE INDICATED.

SCALE: 1/4" = 1'-0"

C2 WASTE & VENT - L1 98'-0" Lecture Hall

SCALE: 1/4" = 1'-0"

C1 PRESSURE PIPING - L1 98'-0" Lecture Hall

SCALE: 1/4" = 1'-0"

A2 W&V - L2 (Anno) - Callout 1

SCALE: 1/4" = 1'-0"

A1 PRSS PIPING - L2 (Anno) - Callout 1

1

1 02/05/2021 ADDENDUM #2

ADDENDUM No. 2

EXHIBIT 02

(11)

DN DN DN

DN DN

DN

DN DN

DN

215 23 214

213 20 19 212

16 15 211 210 102 13

103 104 11 209 208 105

9 207 206 205 204

6 107 203 108 202

3 109

1 201 110

J A

20A 20B 20C B 20D

20E

20F 20G C 20H 20J D E F G

2

4 7 5

R

8

12

14 18 17

6

2 5

5

4

4 5

1

5

3

7

8

9 10

9

10 9 10

8

9

10 11

11

12

18118

NEW ME X

I CO

PR

OF

E SS I ON A L ENGI N EER

R ICK H. WATK T IN

P A S

MARK

PROJECT NO:

5 4

3 2

1

E

D

C

B

A

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

COPYRIGHT: Cherry/See/Reames PC 2013

DATE DESCRIPTION

ISSUE:

1

C

CHERRY/SEE/REAMES ARCHITECTS, PC

MANAGEMENT BLOCK

MECHANICAL DEMOLITION FLOOR

PLAN

507

MD101

EC A @ C EC Mo de rn iza tio n, Re nov atio n & A ddition 80 7 M oun tai n R oad NE Al buque rqu e, NM 87 102

RAH/MTO PHW

01/11/2021 100% CD

SCALE

MD101 3/32" =

1'-0"

A1 MECHANICAL FOURTH FLOOR DEMOLITION PLAN

GENERAL SHEET NOTES

KEYNOTES

1. REMOVE (2) CAST IRON SECTIONAL BOILERS, (2) BASE MOUNTED PUMPS AND THE CONTROLS COMPRESSOR AND AIR DRYER.

REMOVE ALL HYDRONIC PIPING. REMOVE FLUES SERVING EACH BOILER AND THE COMBUSTION AIR DUCTS. REMOVE EXPANSION TANK.

2. NO DEMOLITION IN THE PLANETARIUM SPACE.

3. REMOVE EXHAUST FAN, GRILLES AND DUCTWORK OVER RESTROOM CEILING.

4. REMOVE ALL HVAC EQUIPMENT, PIPING, DUCTWORK AND CONTROLS PIPING.

5. REMOVE ALL HVAC EQUIPMENT, PIPING, DUCTWORK AND

CONTROLS PIPING ABOVE CEILING. CASEWORK BELOW TO REMAIN.

CARE MUST BE TAKEN TO PROTECT CASEWORK AND FURNITURE IN THE SPACE.

6. REMOVE ALL HVAC EQUIPMENT, PIPING, DUCTWORK AND

CONTROLS PIPING ABOVE CEILING. PLUMBING FIXTURES BELOW TO REMAIN.CARE MUST BE TAKEN TO EXISTING PLUMBING FIXTURES IN THE SPACE.

7. EXISTING PLANETARIUM ROOFTOP UNIT TO BE CAREFULLY REMOVED AND REPLACED AS A PART OF THE RE-ROOFING PROCESS.

8. REMOVE EVAPORATIVE COOLING UNIT ON ROOF AND ALL DUCT, GRILLES AND FLEX DUCT ASSOCIATED WITH THE UNIT.

9. REMOVE HYDRONIC FAN COIL FROM ABOVE CEILING AND ALL DUCT, GRILLES AND FLEX DUCT ASSOCIATED WITH THE UNIT. REMOVE HYDRONIC PIPING COMPLETELY.

10. REMOVE EXHAUST FAN ON ROOF AND ALL DUCT, GRILLES AND FLEX DUCT ASSOCIATED WITH THE UNIT.

11. TYPICAL LAYOUT OF HVAC. EACH CLASSROOM IS SERVED BY AN EVAPORATIVE COOLER FOR COOLING AND A HYDRONIC FAN COIL FOR HEATING. HEATING WATER MAINS ARE INSTALLED IN

CORRIDORS ARE TO BE REMOVED.

12. REMOVE APPROXIMATELY THIRTY FLOOR SUPPLY GRILLES IN CLASSROOM. COORDINATE FLOOR PATCHING WITH GENERAL CONTRACTOR.

A. REFER TO DEMOLITION NOTES ON SHEET M-001.

0' 5' 10' 20'

1

1 02/05/2021 ADDENDUM #2

ADDENDUM No. 2

EXHIBIT 03

(12)

DN DN DN

DN DN

DN

DN DN

DN

CLASSROOM 116

Unoccupied Unoccupied HUDDLE ROOM

151A

MECH.

149

ELEC.

150

CLASSROOM

115 FLEX TECH

LAB 114 OPEN OFFICE

152

HUDDLE ROOM 152A LECTURE HALL

113

COMPUTER LAB 103

CLASSROOM 105

DIGITAL MEDIA 108 VOC

108B

VOC 108A MDF 103A

HALL H110 COSMETOLOGY

112 ELEC.

112B

MECH.

120

CLASSROOM 118

CLASSROOM 117

OFFICE 112C

STOR.

102B

GIRLS 126

BOYS 125 WOMEN

128

MEN 127

PLANETARIUM 124 STOR.

124A

STOR.

124B

ELEC.

101

STUDENT LOUNGE

123

OFFICE 122A STOR.

122D STOR.

119A

OFFICE 122F STOR.

119B

VOCATIONAL ROOM

184

JAN 183 UNISEX

182

STOR.

181

KITCHEN 177

IDF 178

ELEC 176

STOR.

102D

CLASSROOM 106

CLASSROOM 110

COMM.

110A

FIRE 110B

WORK / BREAK ROOM

144

146 145

STOR.

143

COUNSELOR 142 HEAD SPED

141 HUDDLE

140 CCTV

MONITORING 137

CCTV EQUIP.

138

SECURITY OFFICE

136

ADMIN. STOR.

130

VAULT &

RECORDS 131

REGISTRAR 135 COMPUTER

LAB 104

ASSISTANT PRINCIPAL

134 CONFERENCE

133 PRINCIPAL

132 VEST

A135 JAN.

111

CLASSROOM 193

CLASSROOM 192

CLASSROOM 191

STOR.

189 EMT

188 STOR.

190

VOCATIONAL ROOM

187

EMT 185 STOR.

186

FCU-19

FCU-20 FCU-23 FCU-24

FCU-25 FCU-26

FCU-18

FCU-17 FCU-15

FCU-13

FCU-16 FCU-14

FCU-2

FCU-3 FCU-1

FCU-5

HP-1 HP-4

HP-2

HP-5

HP-3

FCU-21

FCU-22

FCU-6

FCU-7

FCU-8

FCU-12 FCU-11

FCU-4

FCU-9

FCU-10 WORK / BREAK

ROOM 144 WARMING

KITCHEN 123A

215 23 214

213 20 19 212

16 15 211 210 102 13

103 104 11 209 208 105

9 207 206 205 204

6 107 203 108 202

3 109

1 201 110

J A

20A 20B 20C B 20D

20E

20F 20G C 20H 20J D E F G

2

4 7 5

R

8

12

14 18 17

1

1 1

1

2

1 1

1

1 1

1

1 1

1

1 1

1 1 1

1 1

AC-1 AC-2

2

3

1 DWH-1

DWH-2

JAN 121

EG-2 300

8"x8"

EG-2 100 EG-2

100

EG-2 450

6"x6"

8"x8"

5

UH-1 6

14"x14" 14"x14"

14"x14"

14"x14" 12"x12" 12"x12" 12"x12" 12"x12"

10"x10"

12"x12"

14"x14"

18"x12"

12"x12"

14"x14" 14"x14"

14"x14"

SD-1 235

SD-2 145

SD-2 145 SD-2

145

SD-1 245

SD-1

245 SD-1

245

SD-1 245 SD-1

245

SD-1 245

SD-2 195

SD-2 195 SD-2

195

SD-2 100

SD-1 270

SD-1 270 SD-1

270 SD-1

180

SD-1 180 SD-1

180 SD-1

180

SD-1 180

SD-2

195 SD-2

195

SD-2 260

SD-2 260 SD-2

50

SD-2 50

SD-1 270

SD-1 100

SD-1 290

SD-1 290 SD-1

290

SD-1 220

SD-1 220 SD-1

100

SD-1 220 SD-1

220

SD-1 220

SD-2 270

SD-2 270 SD-2 100

SD-2 270

SD-1 195

SD-1 195 SD-1

195 SD-1

195 SD-2

100

SD-2 100

SD-2 230

SD-2 195

SD-2 440

SD-2 440 SD-2

195

SD-2 270 SD-2

270 SD-2

270

SD-2 270 SD-2

100

SD-2

50 SD-2

150 SD-2

150

SD-2 50

SD-2 290 SD-2

290 SD-2

290

SD-2 290

SD-2 220 SD-2

220 SD-2

220

SD-2 235 SD-2

235 SD-2

235

SD-2 235 SD-2

235 SD-2

235

SD-2 275

SD-2 275 SD-2

275 SD-2

50

SD-1 350

SD-1 350 SD-1

340 SD-1

200

SD-2 50

SD-1 235

SD-1 235 SD-1

235

SD-1 235 SD-1

235

SD-1 235 SD-1

340

SD-1 340

SD-1 200 EG-1

696 RG-1

EG-2 142

RG-2

EG-2 250

EG-2

155 EG-2

294 RG-2

RG-2 EG-1

696

RG-1

SD-1 145

RG-2

RG-1

RG-2

RG-1

RG-2

RG-2 RG-2 RG-2

RG-2 RG-2

RG-2

RG-2 RG-2

RG-1

RG-1 RG-1

STOR.

105A

HALL H113 VEST

173

Unoccupied Unoccupied

STOR.

102C

ELEC 103B SD-1

100

16"x16"

10"ø

14"ø

SD-2 100 RG-2

EG-1 450

10"x10"

EG-1 450

12"x12"

EG-1 450

14"x12"

10"x10"

10"ø

8"ø

10"ø 6"ø6"ø 8"ø

16"ø14"ø

6"ø 6"ø

8"ø 6"ø

12"ø 10"ø

10"ø

16"ø

30"x16"10"ø

18"x16"

14"ø

10"ø

12"ø 8"ø

6"ø

10"ø

10"ø 8"ø

6"ø

10"ø

10"ø AC-3

48"x14"

36"x14"

40"x14"

36"x14"

24"x14" 24"x14"

44"x14"

RG-1 10"x10"

28"x14"

44"x14"

40"x14"

36"x14"

30"x16"

2 CEF-1

8

9 10

CEF-2 10

9

12"x12"

18"x18"

16"x16"

12"x12"

14"x12"

12"x12"

6"x6"

10"x8"

6"x6"

7

7 7

7

7 7

7

7 7

7

7 7

7

DWH-3 11

10"x10" 10"x10"12"x12"

10"x10"

6"x6"

6"ø

10"ø 14"x12"

14"ø 12"ø

16"ø

10"ø 36"x14"

7

24"x14" 7

7

12"x10"

24"x14"

7

6"x6"

7 10"x10"

7 7 8"x8"

8"x8" 7

8"x8"

7

6"x6"

EG-1 100 EG-1

100 6"x6"

8"x8"

SD-2 RG-1 50

8"x8"

RG-2 14"x14" 7

8"x8" 7

10"x10"

24"x14"

32"x16"

18"x18"

VOCATIONAL ROOM

119

VOCATIONAL ROOM

122 STOR.

122C

STOR.

122B

18"x14"

EG-1 696

34"x14" 32"x18"

34"x14"

12"x10"16"x14" 8"x6"8"x8"

20"x14"

8"x8"

8"x6"

12"x10" 18"x14" 12"x10"

14"x12"

34"x14"

12"x10"

HALL H110

RG-1 RG-2

RG-1

12 18"x14"

18118

NEW ME X

I CO

PR

OF

E SS I ON A L ENGI N EER

R ICK H. WATK T IN

P A S

MARK

PROJECT NO:

5 4

3 2

1

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DRAWN BY:

CHECKED BY:

DATE DESCRIPTION

ISSUE:

1

C

CHERRY/SEE/REAMES ARCHITECTS, PC

MANAGEMENT BLOCK

HVAC FLOOR PLAN

507

MH101

EC A @ C EC Mo de rn iza tio n, Re nov atio n & A ddition 80 7 M oun tai n R oad NE Al buque rqu e, NM 87 102

RAH/MTO PHW

01/11/2021 100% CD

SCALE

MH101 3/32" =

1'-0"

A1 HVAC FLOOR PLAN

GENERAL SHEET NOTES

KEYNOTES

1. CEILING CONCEALED FAN COIL UNIT SUSPENDED FROM STRUCTURE. PROVIDE BALANCING DAMPER ON VENTILATION DUCT AND BALANCE TO THE AIRFLOW SHOWN ON THE FAN COIL SCHEDULE. SEE DETAIL C2 ON SHEET M-501.

2. WALL MOUNTED AIR HANDLING UNIT ABOVE DOOR. PROVIDE AND INTERLOCK CONDENSATE PUMP. PROVIDE WALL CONCEALMENT CHANNEL FOR REFRIGERANT PIPING AND CONDENSATE PUMP. PROVIDE WIRED THERMOSTAT.

3. HEAT RECOVERY HEAT PUMP CONDENSING UNIT ON RECTORSEAL BIGGFOOT STAND SYSTEM. ALL PIPING SHALL BE PROTECTED FROM PEDESTRIAN TRAFFIC.

4. EXHAUST DUCT UP TO DOWNBLAST FAN ON ROOF. PROVIDE 24" ROOF CURB.

5. CABINET EXHAUST FAN SERVING JANITORS CLOSET. PROVIDE 6" ROUND DUCT UP THROUGH ROOF AND TERMINATE WITH GOOSENECK. PROVIDE BIRDSCREEN.

6. UNIT HEATER SUSPENDED FROM WALL FRAMING. PROVIDE FACTORY WALL BRACKET AND UNIT MOUNTED CONTROLS.

7. TRANSFER AIR ELBOW SUSPENDED FROM STRUCTURE. REFER TO M-501 FOR DETAIL.

8. 6" GALVANIZED DRYER VENT UP THROUGH ROOF. TERMINATE WITH GOOSENECK 14"

ABOVE ROOF AND PROVIDE BIRD SCREEN.

9. 6" GALVANIZED EXHAUST DUCT UP THROUGH ROOF. TERMINATE WITH GOOSENECK 14" ABOVE ROOF AND PROVIDE BIRD SCREEN.

10. CEILING EXHAUST FAN SUSPENDED FROM STRUCTURE.

11. 4" AL294C FLUE AND 4" GALVANIZED COMBUSTION AIR DUCT TO WATER HEATER.

TERMINATE AT SIDEWALL WITH WEATHERCAP.

12. 32X16 DROP, DUCT MAIN AND 18X14 VENTILATION DUCT SHALL HAVE 1" ACOUSTIC LINER.

A. REFER TO GRILLE AND DIFFUSER DETAIL C4 ON SHEET M-501.

B. REFER TO LOW PRESSURE DUCT FITTING DETAIL A4 ON SHEET M-501.

0' 5' 10' 20'

1

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ADDENDUM No. 2

EXHIBIT 04

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OS OS

OS

OS OS

OS

OS OS OS OS

OS OS

L24

L24 L24

L24

L24 L24

L24

L24 L24

L24

L24 L24

L24

L24 L24

L24 L24 L24

L24 L24 L24 L24

KLS RD2 RD2

RD2 RD2

RD2

RD2 RD2 SR7

SR7 SR4

SR8

SR4

SR7

SR8 SR8

SR7 SR4

SR8

SR4

SR7

SR8

SR6 SR4

SR4 SR8 SR4 SR4

SR4 SR4

SR7 SR4 SR4 SR4

SR7 SR7

SR4

SR7 SR4

SR4

SR7

SR4 SR7

SR4

SR7 L24

L24

L24 L24

L24

SR9

SW6A SW8

SW8 SW6A

SW6A SW8

SR9

L24

L24 L24

L24

L24 L24

SRL MECH.

201 ELEC.

202 IDF 203

WORK ROOM 204

CLASSROOM 209

UNISEX 207

JAN 208 VOCATIONAL

ROOM 211

STOR.

214

STOR.

212

STOR.

213

VOCATIONAL ROOM

215

Unoccupied Unoccupied BOYS

205 GIRLS

206 HALL

216 COMMONS

217

BOYS 238 GIRLS

237 HALL

245

HALL

247 HALL

248

HALL 249 HALL

246 HALL

218

BRIDGE 220

CLASSROOM

234 CLASSROOM

233

CLASSROOM 232

ROOF DECK

235 CLASSROOM

231

NURSING STAFF HOMEBASE

230

CLASSROOM 236

HUDDLE ROOM 241

NURSING DIRECTOR

239

NURSING LAB 242

NURSING CLASS

243

NURSING CLASS

244

a 3 D

D 3 RD2 RD2

D

D D

EM EM

EM

EM EM

EM

EM EM EM

EM EM EM EM

K

DL

DL a a a a

b b

a a

b b

DL DL

D a

a a

a

b b b

DL DL

D

EM a

a a

a

b b

b

a

a a

a

a b

b

a a

a

a b

b

L24

b

EX1 EX1

EX1

EX1 EX1

SW2

SW2 SW6

SW6 L24

EM

EM EM

EM

EM EM

EM

EM EM

2L1-1

RD2 RD2

2L1-2

2L1-3 2L1-3

2L1-3 2L1-4

2L1-6

K K

D b D

DT a

K K

D b D

DT

DT DT

DT

EM

DT IR DT

DT

DT DT

DT DT DT

3 D a D b

3 Da3

b

a a

a

a a a a a

a

b a b

b b

b b b b

K

K K K

K

K a b D

D K K

a b D

D K K

a b D D

K K

a Db

1 (TYP.) 1

(TYP.)

1 (TYP.)

2 (TYP.)

2 (TYP.) 2 (TYP.)

3 (TYP.) 4

(TYP.)

4 (TYP.)

5 (TYP.)

5 (TYP.) 5

(TYP.)

6 9

7 (TYP.)

8 (TYP.)

8 (TYP.) 8

(TYP.) 8

(TYP.)

9 10

(TYP.)

K 5 (TYP.)

EM

RD2

EX1

PLB

9

SP8 SP8

SP4

+9' A.F.F.

L24 L24 L24

L24

a a

L24 L24

a a

L24 12

(TYP.)

12 (TYP.)

L24

L24 L24 L24

L24 L24

L24

EX1

b

L24 L24

1

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DRAWN BY:

CHECKED BY:

DATE DESCRIPTION

ISSUE:

1

C

CHERRY/SEE/REAMES ARCHITECTS, PC

MANAGEMENT BLOCK

LIGHTING SECOND FLOOR PLAN

507

EL102

EC A @ C EC Mo de rn iza tio n, Re nov at io n & A ddit ion 80 7 M oun tai n R oad NE Albuq ue rq ue , NM 8 7102

Author Checker

01/11/2021 100% CD

SCALE

EL102 3/32" =

1'-0"

A1 LIGHTING FLOOR PLAN - LEVEL 2

0' 5' 10' 20'

GENERAL SHEET NOTES

KEYNOTES

A. IT WILL BE THE CONTRACTOR’S OBLIGATION TO INCLUDE, IN THEIR BID, THE COSTS FOR INSTALLING JUNCTION BOXES, PROVIDING MISCELLANEOUS COVERS, WORK WITH OTHER DISCIPLINES WHERE THE CONTRACT INVOLVES ELECTRICAL POWER OR CONTROL CONNECTIONS, SWITCHES, ETC. ALL OF THIS WORK SHALL BE PART OF THIS CONTRACT.

B. LOCATION OF EQUIPMENT AND OTHER DEVICES SHOWN ON THE PLANS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED.

C. THE CONDUIT RUNS, AS SHOWN ON PLANS, INDICATE APPROXIMATE ROUTING.

EXACT LOCATION OF CONDUIT RUNS SHALL BE AS FIELD CONDITIONS DICTATE.

D. CONTRACTOR SHALL INSTALL PULL AND JUNCTION BOXES WHEREVER REQUIRED BY N.E.C. OR JOB CONDITIONS. ALL NEW WIRING SHALL BE TAGGED AT ALL PULL BOXES, JUNCTION BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS. ACTION CRAFT, BRADY OR APPROVED EQUAL.

E. THE CONTRACTOR SHALL INSTALL TIE HANDLES OR MULTI-POLE BREAKERS FOR ALL CIRCUITS SHARING A NEUTRAL CONDUCTOR.

F. SHOULD CONTRACTOR AT ANY TIME NOTICE THAT THE ACTUAL FIELD CONDITIONS DO NOT CORRESPOND TO THE INFORMATION GIVEN ON THE DRAWINGS, THEN IT WILL BE THEIR RESPONSIBILITY TO NOTIFY THE ENGINEER FOR CLARIFICATION, PRIOR TO COMMENCING SUCH WORK.

G. REMOVE AND INSTALL CEILING SUPPORTS AND TILES AS REQUIRED FOR THE COMPLETION OF THIS PROJECT. THIS CONTRACTOR SHALL INCLUDE REPLACEMENT OF CEILING TILES DAMAGED IN THE PROCESS OF THIS INSTALLATION WITH NEW MATCHING TILES. THE SAME APPLIES TO DAMAGE DONE TO OTHER KINDS OF CEILINGS.

H. CONTRACTOR SHALL MAKE AS-BUILT DRAWINGS DOCUMENTING ANY AND ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. PROVIDE UPDATED TYPEWRITTEN DIRECTORIES FOR ALL PANELS AND LABEL ALL PANELS WITH PLASTIC LAMINATED NAMEPLATES.

I. INSTALL BLANK DEVICE PLATES ON ALL UNUSED JUNCTION BOXES IN FINISHED AREAS.

J. REFER TO POWER PLANS FOR DETAILED LAYOUTS OF ELECTRICAL GEAR.

K. WHEREVER REQUIRED, FURNISH AND INSTALL ON WALL OR CEILING FREESTANDING UNISTRUT CHANNELS, ANGLE IRONS OR ANY OTHER SUPPORT STRUCTURE WITH THREADED ROD HANGERS AS REQUIRED FOR THE SUPPORT OF ELECTRICAL EQUIPMENT OF ANY KIND TO ENSURE PROPER INSTALLATION.

L. ALL HOME RUN CIRCUITING TO PANELS SHALL BE .75" CONDUIT, MINIMUM.

M. MOUNTING HEIGHTS INDICATED ON THE DRAWINGS ARE APPROXIMATE. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH OTHER TRADES FOR EXACT HEIGHT REQUIRED. THIS REQUIREMENT ALSO APPLIES TO THE LOCATION OF WALL BOXES FOR HVAC SENSORS, T-STATS, ETC. ANY THIS NOTE APPLIES TO ALL ELECTRICAL SHEETS IN THESE DRAWINGS: OUTLET DEVICES THAT HAVE TO BE RELOCATED DUE TO COUNTERTOP, CHALKBOARD, TACKBOARD, TYPE CONFLICTS WILL BE DONE AT NO ADDITIONAL COST TO THE OWNER.

N. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE SEALED WITH FIRE STOPPING, IE. 3M BRAND CALK, PUTTY, STRIP AND SHEET FORMS, DOW CORNERING 3-6548 SILICONE RTV FOAM

O. ALL LOW VOLTAGE CONDUCTORS SHALL BE RAN IN SEPARATE RACEWAYS AS POWER CONDUCTORS (120VAC OR HIGHER PHASE TO NEUTRAL), NO EXCEPTIONS.

P. PHASE SEQUENCING SHALL BE PROVIDED AND MAINTAINED THROUGHOUT THE ELECTRICAL DISTRIBUTION SYSTEM PER APS STANDARDS.

1. PROVIDE AND INSTALL CEILING MOUNTED OCCUPANCY SENSOR. SET TIME FOR 15 MINUTES. REFER TO LIGHTING CONTROL SEQUENCE OF OPERATION.

2. INDICATES PHOTOSENSOR IN CEILING. PROGRAM TO MAINTAIN 50 FC'S IN

ASSOCIATED CLASSROOM. REFER TO CONTROL DIAGRAMS AND LIGHTING CONTROL SEQUENCE OF OPERATION.

3. PROVIDE AND INSTALL CEILING MOUNTED INFRA-RED OCCUPANCY SENSOR. SET TIME FOR 10 MINS. REFER TO LIGHTING CONTRL SEQUENCE OF OPERATION.

4. COORDINATE MOUNTING HEIGHTS OF EMERGENCY FIXTURES IN CLASSROOMS AND OFFICES WITH ARCHITECTURAL TO AVOID CONFLICTS WITH TEACHING WALL

EQUIPMENT.

5. PROVIDE KEYED MAINTENANCE SWITCH IN CLASSROOMS PER APS DESIGN STANDARDS.

6. PROVIDE KEYED MAINTENANCE SWITCH IN RESTROOMS PER APS DESIGN STANDARDS.

7. PROVIDE 0-10V DIMMING SWITCHES COMPATIBLE WITH LIGHTING FIXTURE MANUFACTURER AND KEYED OVERRIDE SWITCH. REFER TO LIGHTING CONTROL SEQUENCE OF OPERATION. REFER TO CLASSROOM SWITCHBANK DETAIL FOR ADDITIONAL REQUIREMENTS OF ASSOCIATED SWITCHING.

8. CONNECT CORRIDOR LIGHTING THROUGH LIGHTING CONTROL RELAY PANEL. SEE LIGHTING CONTROL SEQUENCE OF OPERATION AND CONTROL DIAGRAM.

9. CONNECT EXTERIOR LIGHTING THROUGH NEW RELAY LIGHTING CONTROLLER.

REFER TO CONTROL DIAGRAMS AND LIGHTING CONTROL SEQUENCE OF OPERATION.

10. EMERGENCY FIXTURE MOUNTED 8' 6" ABOVE STAIRWELL STEP.

11. EMERGENCY FIXTURE MOUNTED TO CEILING ABOVE STAIRWELL LANDING.

12. PROVIDE EACH ROW OF FIXTURES WITH AN INDIVIDUAL REMOTE DRIVER IN NEMA 1 ENCLOSURE SIZED PER MANUFACTURER. DRIVER TO BE LOCATED INSIDE

CORRIDOR ON WALL ABOVE CEILING. COORDINATE EXACT LOCATION PER ARCHITECTURAL DETAILS. PAINT PER ARCHITECT'S INSTRUCTIONS.

1 02/05/2021 ADDENDUM #2

ADDENDUM No. 2

EXHIBIT 05

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DN DN

C

C C

44"

HALL 248 GIRLS

237

BOYS 238

STAIR 250 HALL

245 HALL

216

215 23 214

213 20 19 212

16 15 211 210 102 13

103 104 11 209 208 105

9 207 206 205 204

6 107 203 108 202

3 109

1 201 110

J A

20A 20B 20C B 20D

20E

20F 20G C 20H 20J D E F G

2

4 7 5

R

8

12

14 18 17

CLASSROOM 236

NURSING STAFF HOMEBASE

230 CLASSROOM

231

NURSING LAB 242 ROOF DECK

235

NURSING CLASS

244 NURSING

CLASS 243

CLASSROOM 232 CLASSROOM

233 CLASSROOM

234

NURSING STOR

240 NURSING DIRECTOR

239 HUDDLE ROOM

241 2L1 2P1

FCU-31

FCU-32

G G

2P1 - 1 2P1 - 2

2P1 - 3

2P1 - 74 2P1 - 5

2P1 - 6

2P1 - 71 2P1 - 8

2P1 - 9

USB

FCU-33

FCU-34

G

2P1 - 10 FCU-35

WG

FCU-30 FCU-29

FCU-28 FCU-27

WG

2P1 - 11 2P1 - 12

2P1 - 13 2P1 - 14 2P1 - 15

2P1 - 16 2P1 - 17

2P1 - 18

2P1 - 19

+7'-0"

+7'-0" +7'-0"

2P1 - 20 2P1 - 21

2P1 - 47,49

2P1 - 50,52

2P1 - 51,53 2P1 - 54,56

G

2P1 - 69

2P1 - 70

2P1 - 7

1 (TYP.)

2P1 - 72

2P1 - 73

2P1 - 4

1 (TYP.)

1

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DRAWN BY:

CHECKED BY:

DATE DESCRIPTION

ISSUE:

1

C

CHERRY/SEE/REAMES ARCHITECTS, PC

MANAGEMENT BLOCK

POWER SECOND FLOOR PLAN

507

EP102

EC A @ C EC Mo de rn iza tio n, Re nov at io n & A ddit ion 80 7 M oun tai n R oad NE Albuq ue rq ue , NM 8 7102

Author Checker

01/11/2021 100% CD

SCALE

EP102 3/32" =

1'-0"

A1 POWER FLOOR PLAN - LEVEL 2

0' 5' 10' 20'

GENERAL SHEET NOTES

KEYNOTES

1. PROVIDE OUTLETS IN BED HEAD BOARD. REFER TO ARCHITECTURAL ELEVATION FOR OUTLET DETAIL AND REQUIREMENTS.

A. CONTRACTOR SHALL INSTALL PULL AND JUNCTION BOXES WHEREVER REQUIRED BY N.E.C. OR JOB CONDITIONS. ALL NEW WIRING SHALL BE TAGGED AT ALL PULL BOXES, JUNCTION BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS.

ACTION CRAFT, BRADY OR APPROVED EQUAL.

B. THE CONTRACTOR SHALL INSTALL TIE HANDLES OR MULTI-POLE BREAKERS FOR ALL CIRCUITS SHARING A NEUTRAL CONDUCTOR.

C. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH ALL TRADES FOR THE EXACT LOCATION OF EQUIPMENT AND APPURTENANCES THAT REQUIRE ELECTRICAL CONNECTIONS AND PROVIDE ALIGNMENT OF DEVICES.

D. ALL HOME RUN CIRCUITING TO PANELS SHALL BE .75" CONDUIT, MINIMUM.

E. MOUNTING HEIGHTS INDICATED ON THE DRAWINGS ARE APPROXIMATE. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH OTHER TRADES FOR EXACT HEIGHT

REQUIRED. THIS REQUIREMENT ALSO APPLIES TO THE LOCATION OF WALL BOXES FOR HVAC SENSORS, T-STATS, ETC. ANY THIS NOTE APPLIES TO ALL ELECTRICAL SHEETS IN THESE DRAWINGS: OUTLET DEVICES THAT HAVE TO BE RELOCATED DUE TO COUNTERTOP, CHALKBOARD, TACKBOARD, TYPE CONFLICTS WILL BE DONE AT NO ADDITIONAL COST TO THE OWNER. ALIGNMENT OF ALL DEVICES SHALL BE COORDINATE IN THE FIELD SO THAT ALL DEVICES SHARE A COMMON MOUNTING PLANE.

F. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE SEALED WITH FIRE STOPPING, IE. 3M BRAND CALK, PUTTY, STRIP AND SHEET FORMS, DOW CORNERING 3-6548 SILICONE RTV FOAM G. ALL LOW VOLTAGE CONDUCTORS SHALL BE RAN IN SEPARATE RACEWAYS AS POWER CONDUCTORS (120VAC OR HIGHER PHASE TO NEUTRAL), NO EXCEPTIONS.

H. PHASE SEQUENCING SHALL BE PROVIDED AND MAINTAINED THROUGHOUT THE ELECTRICAL DISTRIBUTION SYSTEM. PHASE ARRANGEMENT ON 3-PHASE BUSES SHALL BE A,B,C FROM FRONT TO BACK, TOP TO BOTTOM, OR LEFT TO RIGHT AS VIEWED FROM THE FRONT OF THE SWITCHBOARD OR PANEL BOARD. (PHASE A SHALL BE MAINTAINED AS PHASE A FROM THE DISTRIBUTION TRANSFORMER TO EACH PANEL BOARD OR SWITCHBOARD).

I. ALL BRANCH AND FEEDER CIRCUIT WIRING SHALL BE COLOR CODED THROUGHOUT THE ENTIRE ELECTRICAL DISTRIBUTION SYSTEM.

KEYPLAN

1

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ADDENDUM No. 2

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CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DATE DESCRIPTION

ISSUE:

1

C

CHERRY/SEE/REAMES ARCHITECTS, PC

MANAGEMENT BLOCK

ELECTRICAL SCHEDULES

507

E-701

EC A @ C EC Mo de rn iza tio n, Re nov at io n & A ddit ion 80 7 M oun tai n R oad NE Albuq ue rq ue , NM 8 7102

Author Checker

01/11/2021 100% CD

LUMINAIRE SCHEDULE NOTES:

1. MANUFACTURERS CATALOG NUMBERS REPRESENT MANUFACTURER SERIES. SHOP DRAWING SUBMITTALS WILL INCLUDE ALL PART NUMBERS REPRESENTING ALL ITEMS OF THIS LUMINAIRE SCHEDULE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ORDER LUMINAIRES TO INCLUDE ALL PARTS INDICATED ON SCHEDULE FOR EACH LUMINAIRE. SUBMITTAL WILL CALL OUT EACH PART CLEARLY.

2. LUMINAIRE REQUIRES MOUNTING COORDINATION WITH ARCHITECT PRIOR TO COMMENCEMENT OF ANY WORK. THIS LUMINAIRE MAY REQUIRE A HIGHER OR LOWER MOUTING FROM THAT PROVIDED ON THIS SCHEDULE OR NOTES ON PLAN DUE TO ARCHITECTURAL REQUIREMENTS OR CONSTRUCTION CONDITIONS.

3. ALL LUMINAIRES ON THIS LUMINAIRE SCHEDULED ARE APPROVED FOR BID ON THIS PROJECT. IF A LUMINAIRE IS SUBMITTED THAT IS NOT ON THIS SCHEDULE IT WILL BE REJECTED.

Notes:

MTR 172872 VA 100.00% 172872 VA Total Est. Demand: 1635 A

NC 1153446 VA 100.00% 1153446 VA Total Conn.: 1652 A

REC 41100 VA 62.17% 25550 VA Total Est. Demand: 1359007 VA

LTG 5711 VA 125.00% 7139 VA Total Conn. Load: 1373129 VA

Other 0 VA 0.00% 0 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 1652 A Total Conn. Load: 1373129 VA 20

19 18 17 16 15 14 13 12 11 10 9 8 7

6 EXISTING PANEL "MDP" 3 600 A 600 A 391250 VA

5 EXISTING PANEL "MD" 3 800 A 800 A 737500 VA

4 ERV-2 3 20 A 20 A 10304 VA

3 ERV-3 3 20 A 20 A 10304 VA

2 2L1 3 100 A 100 A 213467 VA

1 ERV-1 3 20 A 20 A 10304 VA

CKT Circuit Description # of Poles Frame Size Trip Rating Load Remarks

Notes:

Enclosure: MCB Rating: 2000 A

Mounting: Wires: 4 Mains Rating: 2000 A

Supply From: Phases: 3 Mains Type: MCB

Location: Space 200 Volts: 480/277 Wye A.I.C. Rating: 65 KAIC

Switchboard: MDS

Notes:

Total Est. Demand Current: 164 A Total Conn. Current: 208 A

MTR 9000 VA 100.00% 9000 VA Total Conn. Load: 74796 VA

NC 24696 VA 100.00% 24696 VA

Legend:

Total Amps: 205 A 209 A 211 A

Total Load: 24576 VA 24996 VA 25224 VA

41 -- -- -- 1916... 42

39 -- -- -- 1923... 40

37 2P1 225 A 3 1887... 38

35 Spare 20 A 1 0 VA 36

33 Spare 20 A 1 0 VA 34

31 Spare 20 A 1 0 VA 32

29 Spare 20 A 1 0 VA 30

27 Spare 20 A 1 0 VA 28

25 Spare 20 A 1 0 VA 26

23 REC 20 A 1 900 VA 900 VA 1 20 A REC 24

21 REC 20 A 1 900 VA 900 VA 1 20 A REC 22

19 REC 20 A 1 900 VA 900 VA 1 20 A REC 20

17 REC 20 A 1 900 VA 900 VA 1 20 A REC 18

15 REC 20 A 1 900 VA 900 VA 1 20 A REC 16

13 REC 20 A 1 900 VA 900 VA 1 20 A REC 14

11 REC 20 A 1 600 VA 900 VA 1 20 A REC 12

9 REC 20 A 1 360 VA 600 VA 1 20 A REC 10

7 REC 20 A 1 600 VA 600 VA 1 20 A REC 8

5 REC 20 A 1 600 VA 360 VA 1 20 A REC 6

3 REC 20 A 1 600 VA 600 VA 1 20 A REC 4

1 REC 20 A 1 720 VA 180 VA 1 20 A REC 2

CKT Circuit Description Notes Trip Poles A B C Poles Trip Notes Circuit Description CKT

Notes:

Enclosure: Type 1 Spaces: 84 MCB Rating:

Mounting: Surface Wires: 4 Mains Rating: 225 A

Supply From: TCP1 Phases: 3 Mains Type:

Location: ELEC 103B Volts: 120/208 Wye A.I.C. Rating:

Branch Panel: CP1

ELECTRICAL LUMINAIRE SCHEDULE

Type DESCRIPTION MOUNTING VOLTS MANUFACTURER / MODEL

LUMEN OUTPUT

COLOR TEMP (K)

Apparent

Load NOTES

EM EMERGENCY LED FIXTURE WALL MOUNTED 277

VOLTS

DUAL LITE #EV 4 I 0 0 12 VA

EX1 UNIVERSAL MOUNTED LED EXIT FIXTURE UNIVERSAL 277 VOLTS

DUAL LITE #EVE-U-R-W-E-I 0 0 13 VA

KLS 4' STRIPLIGHT LED LENSED SURFACE/HUNG 277

VOLTS

COLUMBIA #LCL 4 35 ML E 5000 35 48 VA

L22 2X2 LAY-IN/RECESSED LED FIXTURE - ARCH.

GULLWING

LAY-IN/RECESSED 277 VOLTS

FOCAL POINT #FAML 22 ACR 4000HL / 35K 1C UNV / LD1 4000 35 32 VA L24 2X4 LAY-IN/RECESSED LED FIXTURE - ARCH.

GULLWING

LAY-IN/RECESSED 277 VOLTS

FOCAL POINT #FAML 24 ACR 4000L / 35K 1C UNV / LD1 4000 35 43 VA M24 GASKETED 2X4 LAY-IN/RECESSED LED FIXTURE -

ARCH. GULLWING

LAY-IN/RECESSED 277 VOLTS

COLUMBIA #LJT 24-35LW-FAA12-EDU-G1FK24 4000 35 43 VA PLB 6' LINEAR LED WALL MOUNTED FIXTURE FLUSHED

LENS

WALL MOUNTED 277 VOLTS

FOAL POINT #FSM4BW FLFL 625DN 375UP 35K 1C UNV LD1 WM WH 6'

3750 25 VA

RD2 4.5" SQUARE RECESSED LED DOWN LIGHT MED OUTPUT

RECESSED 277

VOLTS

FOCAL POINT #FLC44D ST 1500L / 277V LD1 T 1500 35 19 VA SP4 4' LINEAR LED PENDANT MOUNTED FIXTURE PENDANT 277

VOLTS

ORACLE #OLS-D-LED-2-S-W4-750L-DIM10MVOLT-35K-90-WH 2500 35 30 VA SP8 8' LINEAR LED PENDANT MOUNTED FIXTURE PENDANT 277

VOLTS

ORACLE #OLS-D-LED-2-S-W8-750L-DIM10MVOLT-35K-90-WH 5000 35 30 VA SR4 4' LINEAR LED RECESSED MOUNTED FIXTURE LAY-IN/RECESSED 277

VOLTS

ORACLE #OLS-R-LED-2--S-4-500L-DIM10-MVOLT-35K-90-WH 2000 35 13 VA SR6 6' LINEAR LED RECESSED MOUNTED FIXTURE LAY-IN/RECESSED 277

VOLTS

ORACLE #OLS-R-LED-2--S-6-500L-DIM10-MVOLT-35K-90-WH 3000 35 19 VA SR7 7' LINEAR LED RECESSED MOUNTED FIXTURE LAY-IN/RECESSED 277

VOLTS

ORACLE

#OLS-R-LED-2--CR-7-500L-DIM10-MVOLT-35K-90-WH

3500 35 20 VA

SR8 8' LINEAR LED RECESSED MOUNTED FIXTURE LAY-IN/RECESSED 277 VOLTS

ORACLE #OLS-R-LED-2--S-8-500L-DIM10-MVOLT-35K-90-WH 4000 35 30 VA SR9 9' LINEAR LED RECESSED MOUNTED FIXTURE LAY-IN/RECESSED 277

VOLTS

ORACLE

#OLS-R-LED-2--CR-9-500L-DIM10-MVOLT-35K-90-WH

4500 35 35 VA

SRL LINEAR LED RECESSED FIXTURE - LENGTH PER PLAN FLUSHED LENS

LAY-IN/RECESSED 277 VOLTS

ORACLE

#OLS-R-LED-2--CR---500L-DIM10-MVOLT-35K-90-WH

2250 35 35 VA

SW2 2' LINEAR EXTERIOR LED RECESSED MOUNTED FIXTURE

SURFACE 277

VOLTS

SONARAY #LB-4–060-S–N–F–8–30–BLK–U 1750 35 10 VA

SW6 6' LINEAR EXTERIOR LED RECESSED MOUNTED FIXTURE

SURFACE 277

VOLTS

SONARAY #LB-4–060-L–N–F–8–30–BLK–U 3000 35 20 VA

SW6A 6' LINEAR LED RECESSED MOUNTED FIXTURE LAY-IN/RECESSED 277 VOLTS

SONARAY #LB-4–060-L–N–F–8–30–BLK–U 3000 35 19 VA

SW8 8' LINEAR EXTERIOR LED RECESSED MOUNTED FIXTURE

SURFACE 277

VOLTS

SONARAY #LB-4–060-XL–N–F–8–30–BLK–U 3000 35 20 VA

Notes:

LTG 5711 VA 125.00% 7139 VA Total Est. Demand Current: 240 A

REC 41100 VA 62.17% 25550 VA Total Conn. Current: 257 A

MTR 141960 VA 100.00% 141960 VA Total Est. Demand: 199345 VA

NC 24696 VA 100.00% 24696 VA Total Conn. Load: 213467 VA

Other 0 VA 0.00% 0 VA

Legend:

Total Amps: 258 A 255 A 259 A

41 -- -- -- 2522... 4432... -- -- -- 42

39 -- -- -- 2499... 4432... -- -- -- 40

37 PANEL "CP1" 150 A 3 2457... 4432... 3 25 A HP-3 38

35 Spare 20 A 1 0 VA 4432... -- -- -- 36

33 Spare 20 A 1 0 VA 4432... -- -- -- 34

31 Spare 20 A 1 0 VA 4432... 3 30 A HP-3 32

29 -- -- -- 4432... 4432... -- -- -- 30

27 -- -- -- 4432... 4432... -- -- -- 28

25 HP-1 25 A 3 4432... 4432... 3 30 A HP-2 26

23 -- -- -- 4432... 4432... -- -- -- 24

21 -- -- -- 4432... 4432... -- -- -- 22

19 HP-1 30 A 3 4432... 4432... 3 30 A HP-2 20

17 -- -- -- 4432... 4432... -- -- -- 18

15 -- -- -- 4432... 4432... -- -- -- 16

13 HP-4 25 A 3 4432... 4432... 3 25 A HP-5 14

11 -- -- -- 4432... 4432... -- -- -- 12

9 -- -- -- 4432... 4432... -- -- -- 10

7 HP-4 30 A 3 4432... 4432... 3 25 A HP-5 8

5 LTG ROOF TOP DECK 235 20 A 1 190 VA 1806... 1 20 A LTG NURSING LAB 242 6

3 LTG HALL 249 20 A 1 472 VA 775 VA 1 20 A LTG CLASS ROOM 236 4

1 LTG NURSING STAFF HOMEBASE 230 20 A 1 1720... 748 VA 1 20 A LTG HALL 246 2

Notes:

Enclosure: Type 1 Spaces: 42 MCB Rating:

Mounting: Recessed Wires: 4 Mains Rating: 400 A

Supply From: MDS Phases: 3 Mains Type:

Location: NURSING STAFF HOMEBASE... Volts: 480/277 Wye A.I.C. Rating:

Branch Panel: 2L1

Notes:

Total Est. Demand Current: 140 A Total Conn. Current: 159 A

MTR 9000 VA 100.00% 9000 VA Total Conn. Load: 57276 VA

NC 24696 VA 100.00% 24696 VA

Legend:

Total Amps: 157 A 161 A 160 A

83 84

81 82

79 80

77 78

75 76

73 REC NURSING LAB 242 20 A 1 180 VA 1260... 1 20 A REC NURSING LAB 242 74

71 REC NURSING LAB 242 20 A 1 1260... 900 VA 1 20 A REC NURSING LAB 242 72

69 REC NURSING LAB 242 20 A 1 180 VA 1260... 1 20 A REC NURSING LAB 242 70

67 Spare 20 A 1 0 VA 1500... -- -- -- 68

65 Spare 20 A 1 0 VA 1500... 2 20 A CU-3 66

63 Spare 20 A 1 0 VA 1500... -- -- -- 64

61 Spare 20 A 1 0 VA 1500... 2 20 A CU-2 62

59 Spare 20 A 1 0 VA 1500... -- -- -- 60

57 Spare 20 A 1 0 VA 1500... 2 20 A CU-1 58

55 Spare 20 A 1 0 VA 0 VA -- -- -- 56

53 -- -- -- 0 VA 360 VA 2 20 A NC HALL 249 54

51 NC HALL 248 20 A 2 180 VA 0 VA -- -- -- 52

49 -- -- -- 0 VA 360 VA 2 20 A NC HALL 246 50

47 NC HALL 245 20 A 2 540 VA 792 VA -- -- -- 48

45 -- -- -- 792 VA 792 VA 2 20 A FCU 46

43 FCU 20 A 2 792 VA 792 VA -- -- -- 44

41 -- -- -- 792 VA 792 VA 2 20 A FCU 42

39 FCU 20 A 2 792 VA 792 VA -- -- -- 40

37 -- -- -- 396 VA 792 VA 2 20 A FCU 38

35 FCU 20 A 2 396 VA 792 VA -- -- -- 36

33 -- -- -- 1188... 792 VA 2 20 A FCU 34

31 FCU 20 A 2 1188... 792 VA -- -- -- 32

29 -- -- -- 1188... 792 VA 2 20 A FCU 30

27 FCU 20 A 2 1188... 792 VA -- -- -- 28

25 -- -- -- 792 VA 792 VA 2 20 A FCU 26

23 FCU 20 A 2 792 VA 1188... -- -- -- 24

21 REC NURSING STAFF HOMEBASE 230 20 A 1 900 VA 1188... 2 20 A FCU 22

19 REC CLASS ROOM 231 20 A 1 900 VA 720 VA 1 20 A REC HALL 246 20

17 REC CLASS ROOM 232 20 A 1 900 VA 1080... 1 20 A REC CLASS ROOM 231 18

15 REC CLASS ROOM 233 20 A 1 900 VA 1080... 1 20 A REC HALL 245 16

13 REC CLASS ROOM 234 20 A 1 720 VA 900 VA 1 20 A REC CLASS ROOM 233 14

11 REC HALL 246 20 A 1 180 VA 900 VA 1 20 A REC CLASS ROOM 234 12

9 REC CLASS ROOM 236 20 A 1 180 VA 1080... 1 20 A REC HALL 249 10

7 REC NURSING LAB 242 20 A 1 1260... 1080... 1 20 A REC CLASS ROOM 236 8

5 REC NURSING LAB 242 20 A 1 1260... 1260... 1 20 A REC NURSING LAB 242 6

3 REC NURSING CLASS 243 20 A 1 900 VA 1260... 1 20 A REC NURSING LAB 242 4

1 REC NURSING CLASS 244 20 A 1 1080... 1080... 1 20 A REC NURSING CLASS 244 2

Notes:

Enclosure: Type 1 Spaces: 84

Mounting: Recessed Wires: 4 Mains Rating: 225 A

Supply From: CP1 Phases: 3 Mains Type:

Location: NURSING STAFF HOMEBASE... Volts: 120/208 Wye A.I.C. Rating:

Branch Panel: 2P1

SPD

3

100 A 60 A

3

SPACE 3 225 A

PNM XFRMR PAD/WALL NEMA 3R

10 KAIC MCB 225 A

35 KAIC MLO N/A

10 KAIC MLO 1

1 02/05/2021 ADDENDUM #2