2025-01644 Award Construction Contract and Supplemental Agreement for the North Sacramento-Hagginwood Library Renovation (NSHLR) Project: (C15000850) [Published for 10-Day Review 09/23/2025] Part 2 — Sacramento City Council, October 7, 2025 (part 4 of 4)

KEY PLAN TRUE NORTH PLAN NORTH
# DESCRIPTION DATE
L1.4

PLANTING DETAILS

KEY NOTES

1. TREE STAKES: 2" DIA. X 10'-0" PRESSURE-TREATED LODGEPOLE PINE, 2 PER 15 GAL. TREE AND 3 PER 24" BOX TREE.

2. RUBBER TREE TIES: 2 PER STAKE. WRAP NO WIRE AROUND TRUNK OR LIMB. LOCATE TREE TIES NO HIGHER THAN NECESSARY TO KEEP TREE UPRIGHT DURING WINDY CONDITIONS.

3. MULCH: 3" LAYER.

4. 4" HIGH EARTH MOUND.

5. FINISH GRADE. KEEP ROOT CROWN 1" ABOVE FINISH GRADE.

6. PLANT TABS AS RECOMMENDED IN SOIL ANALYSIS REPORT.

7. PREPARE BACKFILL. BACKFILL AS PER SOIL ANALYSIS RECOMMENDATIONS.

8. EXISTING UNDISTURBED SOIL.

NOTES
A. REMOVE EXISTING NURSERY STAKES FROM TREES BEFORE PLANTING.

B. LOCATE FERTILIZER TABLETS A FEW INCHES AWAY FROM ROOTBALL TO AVOID BURNING ROOT TIPS.

C. LOOSEN AND/OR CUT ANY ROOTS ENCIRCLING ROOTBALL PRIOR TO PLANTING.

D. SCARIFY SIDES OF PLANTING HOLE PRIOR TO PLANTING ROOT BALL. 1 2
3 4
5 6
7 8

TREE PLANTING

NOT TO SCALE
2X

ROOTBALL DIAMETER
6"
A
P-PR-NOR2-02

KEY NOTES

1. TREE

2. FINISH GRADE (1/2" IN TURF SEED, 1" IN TURF SOD, 3-1/2" IN PLANTER BEDS BELOW ADJACENT HARDSCAPE, TYP.)

3. ADJACENT HARDSCAPE (WALKWAY OR CURB)

4. 20'-0" LONG X 24" DEEP ROOT BARRIER PANEL BY DEEP ROOT CORP, OR EQUAL. INSTALL CENTERED ON TREES ON ALL SIDES LOCATED CLOSER THAN 5'-0" TO ADJACENT HARDSCAPE PER MANUFACTURER'S
SPECIFICATIONS.

NOTES
A. SEE 'TREE PLANTING' DETAIL FOR PLANTING AND STAKING OF PROPOSED TREES.
1 2
3 4
3 4

TREE ROOT BARRIER B
NOT TO SCALE P-PR-NOR2-01
4 5
6 3
2 1

NOTELOCATE CENTER OF PLANT
ONLY 1/2 OF PLANT SPACING

AWAY FROM ADJACENT,

NON-PERVIOUS HARDSCAPE

WHERE DRIP OR SUB-SURFACE

DRIP IRRIGATION IS
TO BE USED.

KEY NOTES

1. 3" LAYER OF BARK MULCH.

2. 3" HIGH UNDISTURBED SOIL MOUND.

3. FINISH GRADE: PLANT ROOT CROWN 1" ABOVE FINISH GRADE.

PROVIDE POSITIVE DRAINAGE AWAY FROM ROOTBALL.

4. FERTILIZER TABLETS.

5. PREPARED BACKFILL PER SOIL ANALYSIS RECOMMENDATIONS.

6. EXISTING UNDISTURBED SOIL. PROVIDE POSITIVE DRAINAGE AWAY FROM ROOTBALL.

NOTES
A. LOCATE FERTILIZER TABLETS A FEW INCHES AWAY FROM
ROOTBALL TO AVOID BURNING ROOT TIPS.

B. LOOSEN AND/OR CUT ANY ROOTS ENCIRCLING ROOTBALL
PRIOR TO PLANTING.

C. SCARIFY SIDES OF PLANTING HOLE PRIOR TO PLANTING
ROOTBALL.
2X

ROOTBALL DIAMETER

SHRUB PLANTING C
NOT TO SCALE P-PR-NOR2-03

KEY NOTES

1. TWO (2) 2" DECOMPOSED GRANITE LAYERS WITH STABILIZER MOISTENED AND ROLLED BETWEEN LIFTS TO 95% COMPACTION.

SLOPE TO DRAIN.

2. (E) PEDESTRIAN SIDEWALK.

3. (E) CONCRETE CURB.

4. SUBGRADE COMPACTED PER GEOTECHNICAL REPORT.

DECOMPOSED GRANITE PAVING

NOT TO SCALE

WIDTH VARIES
1 2
4 3
D
P-PR-NOR2-07
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY

MEET WATER CONSERVATION ORDINANCE
City of Sacramento

APPROVED
Levi Rynearson
Levi Rynearson 07/01/2025
This set of plans and specifications must bekept on the job at all times and it is unlawful tomake any changes or alterations from thesame without written permission from theBuilding Inspection Division.The approval of this plan and specificationSHALL NOT be held to permit or approve theviolation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025

SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI DETAIL
HUNTER MP STRIP PROS-12-PRS30-CV
SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY

INSTALLED CHECK VALVE, PRESSURE
REGULATED TO 30 PSI, MP ROTATOR NOZZLE
ON PRS30 BODY. LST=IVORY LEFT STRIP,
SST=BROWN SIDE STRIP, RST=COPPER RIGHTSTRIP.
30 C/L2.4
HUNTER MP1000 PROS-12-PRS30-CV
SHRUB ROTATOR, 12IN. POP-UP WITH CHECK
VALVE, PRESSURE REGULATED TO 30 PSI, MP
ROTATOR NOZZLE ON PRS30 BODY.

M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE
210 TO 270 ARC, O=OLIVE 360 ARC.
30 C/L2.4
HUNTER MP800SR PROS-12-PRS30-CV
SHRUB ROTATOR, 12IN. POP-UP WITH CHECK
VALVE, PRESSURE REGULATED TO 30 PSI, MP
ROTATOR NOZZLE ON PRS30 BODY.

ADJ=ORANGE AND GRAY ( ARC 90-210),
360=LIME GREEN AND GRAY (ARC 360)
30 C/L2.4
(E) RAINBIRD RWS
18IN. LONG RZWS WITH INSTALLED .25 GPM OR
.50 GPM BUBBLER OPTIONS. CONTRACTOR TO
REPLACE ONLY IF NECCESARY, TYP.
15 N/A
RAIN BIRD RWS-B-C 1400 SERIESROOT WATERING SYSTEM WITH 4.0IN.DIAMETER X 36.0IN. LONG WITH LOCKING

GRATE, SEMI-RIGID MESH TUBE, AND CHECK
VALVE. RAIN BIRD BUBBLER OPTION AS
INDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404

1.0 GPM, 1408 2.0 GPM.
20 D/L2.4

SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL

HUNTER ICV-G
1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC

REMOTE CONTROL VALVES, GLOBE

CONFIGURATION, WITH NPT THREADED

INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL
USE.

B/L2.4
(E) QUICK COUPLER VALVE

EXISITING QUICK COUPLER VALVE,
CONTRACTOR TO FIELD VERIFY.

N/A
(E) GATE VALVE
EXISITING GATE VALVE, CONTTRACTOR TOFIELD VERIFY.
(E) BACKFLOW PREVENTER 3"

EXISITING BACKFLOW PREVENTER,
CONTRACTOR TO FIELD VERIFY.

N/A
HUNTER HCC-1600-M-SS
16 STATION OUTDOOR WI-FI ENABLED,

FULL-FUNCTIONING CONTROLLER WITH
TOUCHSCREEN & ONE ICM-800 MODULE.

STAINLESS STEEL CABINET.

N/A

HUNTER RFC-SGMRAIN AND FREEZE SENSOR, WITH CONDUIT
INSTALLATION, MOUNT AS NOTED. NORMALLY
CLOSED SWITCH. OPTIONAL GUTTER MOUNT.

WITH WS-GUARD TO PROTECT SENSOR.

N/A
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR
21 IRRIGATION MAINLINE: PVC SCHEDULE 40
FOR SIZES 2" AND SMALLER. SOLVENT WELDFITTINGS AT 24" DEPTH. SIZE AS NOTED.

LST RSTSST
1000
800 A 800 F

0.25 0.50
1401 1402 1404
BF
C
SS

VALVE NUMBERVALVE SIZEVALVE FLOW

VALVE CALLOUT
#
#
#"

VALVE TYPE
#
VALVE PRECIP.
# VALVE HYDROZONE
#

IRRIGATION SCHEDULE
BF
(E) IRRIGATION MAINLINE: CONTRACTOR TO

FIELD VERIFY

IRRIGATION NOTES

1. THIS DESIGN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT, PIPING, VALVES, ETC... SHOWN WITHIN

PAVED AREAS ARE FOR DESIGN PURPOSES ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. ALL IRRIGATION LINES AND WIRING SHALL BE IN SLEEVING WHEN CROSSING UNDER PAVING.

2. THE EXISTING IRRIGATION WATER METER IS CAPABLE OF PROVIDING APPROPRIATE FLOW TO THE EXISTING SYSTEM. THE ADDITIONS TO THIS IRRIGATION SYSTEM SHOULD NOT EXCEED 50% OF THE MAXIMUM CONTINUOUS FLOW OF THE WATER METER.

3. THIS SYSTEM IS EXPECTED TO MAINTAIN A MINIMUM OPERATING PRESSURE OF 30 PSI AT THE FURTHEST POINTS AWAY FROM THE P.O.C.S THE CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO INSTALLATION OF THE SYSTEM. REPORT TO THE OWNER AND THE LANDSCAPE

ARCHITECT ANY DIFFERENCES BETWEEN THE CONDITIONS ASSUMED ON THESE PLANS AND THE CONDITIONS ON SITE. IN THE EVENT PRESSURE AND/OR FLOW DIFFERENCES ARE NOT REPORTED PRIOR

TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS REQUIRED.

4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, STRUCTURES AND FACILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THELOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS AROUND EXISTING AND PROPOSED SITE STRUCTURES AND FACILITIES, UNDER PAVING, ETC...

5. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS

OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH

OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.

6. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL EQUIPMENT AND VALVES FOR OPTIMUM COVERAGE.

INSTALL ALL SPRINKLER HEADS WITH NOZZLE OF THE APPROPRIATE DEGREE AND RADIUS FOR THE AREAS TO BE COVERED. ADJUST ADDITIONAL NOZZLES TO ELIMINATE SPRAYING ONTO WALKS, STREETS, WALLS, ETC...

7. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.

8. PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE EXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES.

9. CHECK VALVES OR ANTI-DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE LOW POINT DRAINAGE COULD OCCUR.

10. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING DOCUMENTATION TO THE LANDSCAPE ARCHITECT OF RECORD AND CLIENT FOR SIGN OFF AT THE END OF THE MAINTENANCE PERIOD. CONTRACTOR SHALL PROVIDE THE FOLLOWING IRRIGATION DOCUMENTATION:

A. AS-BUILTS FOR THE IRRIGATION SYSTEM.

B. A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES.

C. MANUAL DETAILING ALL COMPONENTS AND COMPLETE OPERATION AND MAINTENANCE OF SYSTEM

IRRIGATION

SYMBOL DESCRIPTION
(E) POC - PROTECT IN PLACE(E) MAINLINE TO REMAIN, PROTECT IN PLACE.(E) VALVES TO BE REPLACED AS SHOWN.(E) ROOT ZONE WATERING EQUIPMENT- PROTECT IN PLACE. CONTRACTOR TO REPLACE ONLY IFNECCESSARY, TYP.
(E) IRRIGATION GATE VALVES TO REMAIN, PROTECT
IN PLACE.
(E) QUICK COUPLER VALVES TO REMAIN, PROTECT IN
PLACE.
(E) IRRIGATION CONTROLLER TO BE REPLACED AS
SHOWN.
(E) IRRIGATION SPRAYHEADS TO BE REPLACED AS
SHOWN.
(E) BACKFLOW PREVENTER TO REMAIN, PROTECT IN
PLACE.

I-101
I-102
I-103
I-104
I-105
I-106
I-107
I-108I-109

IRRIGATION KEYNOTES
STAMP
ARCHITECT PBK, Inc.

DATE

PROJECT NUMBER
CLIENT
Not for permitting or construction

REVISIONS
PBK.com
DRAWN BY: CHKED BY:

NORTH SACRAMENTO HAGGINWOOD LIBRARY

CONSTRUCTION DOCUMENT
This document is for plan review only

CONSTRUCTION DOCUMENT
C:\Users\kclancy\Documents\220389_NSHL_06.20.24_kelly.clancyYSZ4T.rvt 7/9/2024 9:42:43 AM
5/30/2025
220389

CITY OF SACRAMENTO

CITY OF SACRAMENTO
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
JR JM
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
N
A

KEY PLAN TRUE NORTH PLAN NORTH
# DESCRIPTION DATE
L2.0

IRRIGATION NOTES

AND SCHEDULE
NOTE:

BECAUSE PROPER SCHEDULING OF IRRIGATION RUN TIMESRELIES ON SOIL TEXTURE AND INFILTRATION RATE INFORMATION,

COMPREHENSIVE IRRIGATION SCHEDULES WILL BE COMPLETED
AFTER THE SOIL ANALYSIS HAS BEEN ADMINISTERED. THE

COMPLETED IRRIGATION SCHEDULES WILL BE SUBMITTED AS
PART OF THE LANDSCAPE CERTIFICATE OF COMPLETION ASREQUIRED FOR PERMIT ACCEPTANCE AND SIGN OFF.

IRRIGATION SCHEDULING
A
NOT TO SCALE P-PR-NOR2-14
COM-2500586 1124 DEL PASO BLVD JOBCOPY MEET WATER CONSERVATION ORDINANCE City of Sacramento APPROVED Levi Rynearson Levi Rynearson 07/01/2025 This set of plans and specifications must bekept on the job at all times and it is unlawful tomake any changes or alterations from thesame without written permission from theBuilding Inspection Division.The approval of this plan and specificationSHALL NOT be held to permit or approve theviolation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025

DEL PASO BLVD

DEL PASO BLVD LOCHBRAE RD ALLEY
I-108
I-104
I-103
I-105
I-102
I-104
I-105
I-106
I-106
I-102
A4
A5

SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI DETAIL
HUNTER MP STRIP PROS-12-PRS30-CV
SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY

GRATE, SEMI-RIGID MESH TUBE, AND CHECK
VALVE. RAIN BIRD BUBBLER OPTION AS
INDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404

1.0 GPM, 1408 2.0 GPM.
20 D/L2.4

LST RSTSST
1000
800 A 800 F

0.25 0.50
1401 1402 1404

IRRIGATION SCHEDULE

IRRIGATION

I-101
I-102
I-103
I-104
I-105
I-106
I-107
I-108I-109

IRRIGATION KEYNOTES
A4 E+5.5
1"
LOW

MP ROTATOR
A5 E+1.5
1"

MODERATE
T. BUB
STAMP
ARCHITECT PBK, Inc.

DATE

PROJECT NUMBER
CLIENT
Not for permitting or construction

REVISIONS
PBK.com
DRAWN BY: CHKED BY:

NORTH SACRAMENTO HAGGINWOOD LIBRARY

CONSTRUCTION DOCUMENT
This document is for plan review only

CONSTRUCTION DOCUMENT
C:\Users\kclancy\Documents\220389_NSHL_06.20.24_kelly.clancyYSZ4T.rvt 7/9/2024 9:42:43 AM
5/30/2025
220389

CITY OF SACRAMENTO

CITY OF SACRAMENTO
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
JR JM
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
N
A

KEY PLAN TRUE NORTH PLAN NORTH
# DESCRIPTION DATE

NO WORK SHALL BE DONE
WITHIN 10' OF THE EXISTING

OAK TREE TRUNK
SEE SHEET 2.0 FOR FULL

IRRIGATION NOTES AND

SCHEDULE
MATCHLINE: SEE SHEET L2.2
0' 5' 10'
(1" = 10'-0") L2.1

IRRIGATION PLAN

TREE CANOPIES SHOWN FOR
REFERENCE ONLY. SEE PLANTING
PLAN FOR MORE INFORMATION.

IRRIGATION MAINLINE AND
(E) VALVE LOCATIONS
BASED ON SITE VISIT.

LANDSCAPE CONTRACTOR

TO CONFIRM MAINLINE
LOCATIONS ARE CORRECT.

IRRIGATION MAINLINE

SLEEVES AND CONDUIT TO

BE REUSED, PROTECT IN
PLACE.

IRRIGATION LOCATED ON

WEST SIDE OF SITE TO BE

CONFIRMED BY
LANDSCAPE CONTRACTOR.

NEW LATERALS TO CONNECT
TO (E) LATERALS. CONTRACTOR

TO FIELD VERIFY LOCATION OF
(E) LATERALS.

NEW LATERALS TO CONNECT
TO (E) LATERALS. CONTRACTOR

TO FIELD VERIFY LOCATION OF
(E) LATERALS.

COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY

MEET WATER CONSERVATION ORDINANCE
City of Sacramento

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025

DEL PASO BLVD

SOUTHGATE RD

DEL PASO BLVD LOCHBRAE RD ALLEY
BF
J
C
I-101
I-102
I-103
I-108
I-104
I-104
I-105
I-103
I-107
I-102
I-109
A1
A2
A3

SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI DETAIL
HUNTER MP STRIP PROS-12-PRS30-CV
SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY

GRATE, SEMI-RIGID MESH TUBE, AND CHECK
VALVE. RAIN BIRD BUBBLER OPTION AS
INDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404

1.0 GPM, 1408 2.0 GPM.
20 D/L2.4

LST RSTSST
1000
800 A 800 F

0.25 0.50
1401 1402 1404

IRRIGATION SCHEDULE

IRRIGATION

I-101
I-102
I-103
I-104
I-105
I-106
I-107
I-108I-109

IRRIGATION KEYNOTES
A1 E+0.5
1"

MODERATE
T. BUB
A2 E+1.5
1"
LOW
T. BUB
A3 E+5.5
1"
LOW

MP ROTATOR
STAMP
ARCHITECT PBK, Inc.

DATE

PROJECT NUMBER
CLIENT
Not for permitting or construction

REVISIONS
PBK.com
DRAWN BY: CHKED BY:

NORTH SACRAMENTO HAGGINWOOD LIBRARY

CONSTRUCTION DOCUMENT
This document is for plan review only

CONSTRUCTION DOCUMENT
C:\Users\kclancy\Documents\220389_NSHL_06.20.24_kelly.clancyYSZ4T.rvt 7/9/2024 9:42:43 AM
5/30/2025
220389

CITY OF SACRAMENTO

CITY OF SACRAMENTO
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
JR JM
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
N
A

KEY PLAN TRUE NORTH PLAN NORTH
# DESCRIPTION DATE

IRRIGATION MAINLINE AND
(E) VALVE LOCATIONS
BASED ON SITE VISIT.

LANDSCAPE CONTRACTOR

TO CONFIRM MAINLINE
LOCATIONS ARE CORRECT.

IRRIGATION MAINLINE

SLEEVES AND CONDUIT TO

BE REUSED, PROTECT IN
PLACE.

MATCHLINE: SEE SHEET L2.1
0' 5' 10'
(1" = 10'-0")
SEE SHEET 2.0 FOR FULL

IRRIGATION NOTES AND

SCHEDULE
L2.2

IRRIGATION PLAN

TREE CANOPIES SHOWN FOR
REFERENCE ONLY. SEE PLANTINGPLAN FOR MORE INFORMATION.

NEW LATERALS TO CONNECT
TO (E) LATERALS. CONTRACTORTO FIELD VERIFY LOCATION OF
(E) LATERALS.

COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY

MEET WATER CONSERVATION ORDINANCE
City of Sacramento

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025
STAMP
ARCHITECT PBK, Inc.

DATE

PROJECT NUMBER
CLIENT
Not for permitting or construction

REVISIONS
PBK.com
DRAWN BY: CHKED BY:

NORTH SACRAMENTO HAGGINWOOD LIBRARY

CONSTRUCTION DOCUMENT
This document is for plan review only

CONSTRUCTION DOCUMENT
C:\Users\kclancy\Documents\220389_NSHL_06.20.24_kelly.clancyYSZ4T.rvt 7/9/2024 9:42:43 AM
5/30/2025
220389

CITY OF SACRAMENTO

CITY OF SACRAMENTO
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
JR JM
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
N
A

KEY PLAN TRUE NORTH PLAN NORTH
# DESCRIPTION DATE
L2.4

IRRIGATION DETAILS

KEY NOTES

1. IRRIGATION LATERAL.

2. WIRING: TAPE AND BUNDLE WIRING AT 10'-0" INTERVALS. COMMON

TRENCHING OF IRRIGATION PIPE AND REMOTE CONTROL VALVE WIRINGTO BE DONE WHEREVER POSSIBLE (INSTALL TRACE WIRE ALONG ALL

MAIN LINE PIPE THAT DOES NOT HAVE CONTROL WIRES ADJACENT TO PIPE.

3. MAIN LINE: ALL MAIN LINE TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. MAINTAIN 4" SPACE BETWEEN PARALLEL PIPE LINES AND 6" VERTICAL SPACE BETWEEN MAIN LINE ANDLATERAL LINES. WIRING AND MAIN LINE TO BE AT SAME MINIMUM DEPTH OF 24".

4. ALL PVC PIPE TO BE CENTERED IN TRENCHES OR SNAKED AS NECESSARY TO ACCOMMODATE UNTRUE ALIGNMENT.

5. BACKFILL, SEE SPECS.

6. ALL PIPING UNDER PAVING SHALL BE SLEEVED.
24" 18"
8" 4
18"

TRENCHING DETAIL

NOT TO SCALE
1 2
3 5
4 MAIN SUPPLY,

LATERAL AND
WIRING

MAIN SUPPLY

AND WIRING

PVC LATERAL

PLAN VIEW
30"

MAIN SUPPLY, LATERAL

AND WIRING UNDER

HARDSCAPE
1 3
2 A
P-PR-NOR2-04
18"
24"
NOTES
A. INSTALL ALL WIRES PER LOCAL CODE.

B. INSTALL 12" MAX. FROM PAVING, MOWSTRIPS OR HEADERS.

KEY NOTES

1. FINISHED GRADE (1/2" IN SEED, 1" IN SOD, 3-1/2" IN PLANTER BEDS) BELOW LID.

2. RAINBIRD VB-STD (21.8"X16.6") PLASTIC VALVE BOX WITH BOLT DOWN LID (OR EQUAL). HEAT BRAND RCV AND VALVE NUMBER ON COVER. SEE IRRIGATION PLANS AND LEGEND FOR LOCATIONS AND VALVE NUMBERS).

3. REMOTE CONTROL VALVE (SEE IRRIGATION LEGEND) W/
POLYURETHANE ID TAG ATTACHED TO THE VALVE CONTROL WIRE BY T.

CHRISTY ENTERPRISES (OR EQUAL). SEE IRRIGATION PLANS AND LEGEND FOR LOCATIONS AND VALVE NUMBERS).

4. UL LISTED WATERPROOF CONNECTORS, TYP.

5. LEAVE 24" EXCESS WIRE IN EACH VALVE BOX. WRAP AROUND 1/2" PIPE TO CREATE COILS.

6. SCH. 80 PVC NIPPLE W/FEMALE ADAPTERS.

7. SCH. 80 PVC UNION, BOTH SIDES OF VALVE ASSEMBLY.

8. LINE SIZE PLASTIC BALL VALVE UPSTREAM OF REMOTE CONTROL VALVE.

9. PVC LATERAL TO ZONE DISTRIBUTION (SEE IRRIGATION PLANS).

10. SCH. 80 PVC 45° ELL.11. SCH. 80 PVC NIPPLE EXTENSION TO MAINLINE.12. 6" MIN. DEPTH OF 3/4" DIA. CRUSHED DRAIN ROCK.13. STANDARD RED BRICK (TYP. OF 4).14. CONTROL WIRE FROM CONTROLLER.15. COMMON WIRES.16. PVC MAINLINE & FITTINGS.

REMOTE CONTROL VALVE
3/4" = 1'-0"
2 3
4 5
6 7
8 9
10 11
12 13
15 14
16 7
B
P-PR-NOR2-25

MP ROTATOR
3" = 1'-0"
KEY NOTES:

1. FINISH GRADE BEFORE PLANTING,
FLUSH IN TURF AREAS, AND 1-1/2"
ABOVE GRADE IN MULCH AREAS.

2. MODEL PROS-06-PRS40-CV

3. LATERAL TEE OR ELL

4. LATERAL PIPE

5. HUNTER SWING JOINT MODEL
SJ-5XX-X
1 2
3 4
5 NOTES
A. USE TEFLON TAPE ON ALL
THREADED FITTINGS.

C
P-PR-NOR2-10
4 5
32 1
6 7
2X ROOTBALL DIA.

NOT TO SCALE
18" MIN.

TREE ROOT ZONE WATERING SYSTEM

KEY NOTES

1. TREE, REFER TO TREE PLANTING DETAIL.

2. FINISH GRADE, REFER TO TREE PLANTING DETAIL.

3. ROOT BALL, REFER TO TREE PLANTING DETAIL.

4. ROOT WATERING SYSTEM (SEE IRRIGATION LEGEND)

5. LATERAL PIPE WITH SWING JOINT ATTACHMENT.

6. PEA GRAVEL (6" DEEP) BELOW ROOT WATERING SYSTEM SLEEVE, TYP.

7. SET FLUSH WITH GRADE.

D
P-PR-NOR2-52
COM-2500586 1124 DEL PASO BLVD JOBCOPY MEET WATER CONSERVATION ORDINANCE City of Sacramento APPROVED Levi Rynearson Levi Rynearson 07/01/2025 This set of plans and specifications must bekept on the job at all times and it is unlawful tomake any changes or alterations from thesame without written permission from theBuilding Inspection Division.The approval of this plan and specificationSHALL NOT be held to permit or approve theviolation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025
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COM-2500586 1124 DEL PASO BLVD JOBCOPY

SPECIAL INSPECTION

REQUIRED
By:

City of Sacramento Plan Review

APPROVED
Vincent Wang
on Jul 01, 2025

STRUCTURAL
This set of plans and specifications must bekept on the job at all times and it is unlawful tomake any changes or alterations from thesame without written permission from theBuilding Inspection Division.The approval of this plan and specificationSHALL NOT be held to permit or approve theviolation of any City Ordinance or State Law.

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025
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COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Vincent Wang
on Jul 01, 2025

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025
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COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Vincent Wang
on Jul 01, 2025

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025

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COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Vincent Wang
on Jul 01, 2025

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025
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By:

City of Sacramento Plan Review

APPROVED
Vincent Wang
on Jul 01, 2025

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on Jul 01, 2025

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on Jul 01, 2025

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By:

City of Sacramento Plan Review

APPROVED
Vincent Wang
on Jul 01, 2025

STRUCTURAL
By:

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MECHANICAL INDEX,

NOTES, CODES,

SCHEDULES
M0.00

SHEET INDEX
M0.00 MECHANICAL SHEET INDEX, SCHEDULES, LEGEND & NOTESM1.01

DUCT LEGEND

SINGLE LINE SYMBOL DOUBLE LINE SYMBOL DESCRIPTION

RECTANGULAR DUCT -WIDTH X DEPTH (PLAN VIEW)DEPTH X WIDTH (SECTION VIEW)ACOUSTICALLY LINED RECTANGULAR DUCT - DIMENSIONS ARE OUTSIDE.MANUAL AIR DAMPERRISE OR DROP DUCT IN DIRECTION OF AIR FLOW RECTANGULAR TO RECTANGULAR TRANSITION, MAX SLOPE OF 1:3---------------------------------------------------------------------------------------------------RECTANGULAR TO ROUND TRANSITION, MAX SLOPE OF 1:3

ELBOW, RECTANGULAR, SMOOTH RADIUS, WITHOUT TURNING
VANES.

SQUARE/RECTANGULAR DUCT ELBOW WITH TURNING VANES
CONVERGING OR DIVERGING TEE, 45° ENTRY, RECTANGULAR MAIN AND BRANCH. WHEN REDUCING MAIN, SIDE OF TAKE OFF OR
ENTRY BRANCH TO BE FLAT, OTHER SIDES MAXIMUM SLOPE OF 1:3.

CONICAL DUCT TAKE OFF FROM RECTANGULAR VIA SPIN-IN
W/DAMPER AND SCOOP.

ROUND DUCT TAKE OFF FROM RECTANGULAR VIA SMOOTH
CONVERGING BELL MOUTH.

RECTANGULAR DUCT TEE, MAD'S ON THE 2 BRANCHES, THROAT
SIZED FOR EQUAL PRESSURE DROP.

RECTANGULAR DUCT SPLIT MAD'S, THROAT SIZED FOR EQUALPRESSURE DROP. 3-WAY RECTANGULAR SPLIT WITH TWO TRANSITIONAL ELBOWS
AND TRANSITIONING MAIN. DOWNSTREAM MAD'S ON THE TREE
BRANCHES. THROATS SIZED FOR EQUAL PRESSURE DROP.

FOR CONCEALED DUCT: DROP TO DIFFUSER SHALL BE FULL SIZE OF DIFFUSER NECK. FOR EXPOSED DUCT: DROP SHALL BE FULL

SIZE OF OD DIFFUSER FRAME, FLANGE FOR MOUNTING DIFFUSER TURNED IN. AIR EXTRACTOR AND EQUALIZER GRID AT
CONNECTION TO MAIN.

SUPPLY AIR, SUPPLY AIR DUCT IN SECTION, SUPPLY DROP
RETURN AIR, RETURN AND OUTSIDE AIR DUCT IN SECTION ,RETURN AIR DROP.EXHAUST AIR, EXHAUST AIR DUCT IN SECTION, EXHAUST AIRDROP.

FLEXIBLE DUCT (ROUND)FLEXIBLE DUCT (FABRIC)
45° REDUCING LATERAL FITTING
90° REDUCING TEE FITTING MECHANICAL DEMOLITION PLAN
24x12 24x12
26x14L 26x14L

R OR D RISE OR DROP
OR
= 1.5 R
W
R
W

ROUND DUCT
18"Ø
12"Ø 12"Ø
10"Ø
MAD
18"Ø
12"Ø
10"Ø
18"Ø
12"Ø
MAD

MECHANICAL LEGEND
SYMBOL ITEM ABBR.

SUPPLY AIR SA

RETURN AIR RAEXHAUST AIR EA

OUTSIDE AIR OA

ACOUSTIC LINED DUCT

TURNING VANES TV

DUCT FLEXIBLE CONNECTION

SUPPLY DUCT THRU ROOF

RETURN DUCT THRU ROOF

VOLUME CONTROL DAMPER VCD

FIRE/SMOKE DAMPER W/ACCESS F/S

OPPOSED BLADE DAMPER OBD
BACKDRAFT DAMPER BDDEMS TEMP. SENSOR/ THERMOSTAT, MOUNT @ 48" AFF TO TOP OF BOX T'STATBYPASS TIMER SWITCH
(E) EXISTING EXIST.
(N) NEW NEW

METAL & FLEXIBLE DUCTPIPE RISERPIPE DROP

CHILLED WATER SUPPLY CWSCHILLED WATER RETURN CWR

HEATING WATER SUPPLY HWSHEATING WATER RETURN HWR

INCREASER/REDUCER

SAFETY RELIEF VALVE

GATE VALVE GVGLOBE VALVE

PLUG VALVEBALL VALVE

CHECK VALVE CHK

STRAINER STR

BUTTERFLY VALVENEEDLE VALVE
3-WAY VALVE

BALANCING VALVE

SENSOR WELL

THERMOMETER

PRESSURE GAUGE PG

GAUGE COCK GC

FLOW SWITCH FS

THERMOMETER WELL

MOISTURE SENSORPRESSURE REGULATING VALVE PRVPIPING FIRE WALL PENETRATIONPOINT OF CONNECTION POCEXHAUST DUCT THRU ROOFDUCT SMOKE DETECTOR

COMBO HOT/CHILLED WATER SUPPLY CSCOMBO HOT/CHILLED WATER RETURN CR RA TEMP. SENSOR

CARBON DIOXIDE SENSOR

PRESSURE SENSOR

TEMPERATURE CONTROL PANEL TCP
UNLESS OTHERWISE NOTED U.O.N.

TRANSFER AIR GRILLE TAG

ABOVE FINISHED FLOOR AFFABOVE ABVABOVE CEILING ABCABOVE FINISHED GRADE AFGACCESS PANEL APAIR CONDITIONING ACAIR PRESSURE DROP, INCHES WATER COLUMN APDANCHOR BOLT AB

BRAKE HORSE POWER BHPBRITISH THERMAL UNITS (PER HOUR) BTU(H)

CENTER TO CENTER CCCEILING CLGCLEAR CLR

MECHANICAL LEGEND CONTINUED
SYMBOL ITEM ABBR.

CONCRETE CONCCONDENSER CONDCONNECTION CONNCONTINUATION CONTCONTRACTOR CONTRCUBIC FEET OF AIR FLOW PER MINUTE CFM DAMPER DPRDEGREES FAHRENHEIT °F
Ø DIAMETER, PHASE DIA

DOOR LOUVER DLDOWN DNDRAIN DRDRY BULB (DEGREES FAHRENHEIT) DBELECTRICAL PANEL EPELEVATION ELENTERING ENTENTERING DRY BULB EDB

ENTERING WET BULB EWBEVAPORATOR EVAPEVAPORATIVE COOLER ECEXHAUST AIR DAMPER EADEXHAUST FAN EFEXTERNAL STATIC PRESSURE ESP

FEET PER MINUTE FPMFIRE DAMPER FDFLOOR FLRFROM ABOVE FAFROM BELOW FBFULL LOAD AMPS FLA

GALLONS PER HOUR GPHGALLONS PER MINUTE GPMGALVANIZED GALVGALVANIZED IRON GIGAUGE GA

HEATING HTGHUMIDSTAT, 'X' INDICATES DEVICE CONTROLLED H

KILOWATTS KWKILOWATT HOUR KWHLEAVING DRY BULB IN DEGREES (FAHRENHEIT) LDBLEAVING WET BULB IN DEGREES FAHRENHEIT LWBLOCKED ROTOR AMPERES LRALOVER LVRMANUFACTURER MFRMAXIMUM MAXMINIMUM MIN

ON CENTER OCOUTSIDE AIR DAMPER OADOUTSIDE DIAMETER ODOUTLET VELOCITY OVOVERHEAD OH

POUNDS LBSPOUNDS PER SQUARE INCH (GAUGE) (ABSOLUTE) PSI (G) (A)PRESSURE DROP PDREFRIGERANT SUCTION PIPING RSREFRIGERANT LIQUID PIPING RLRETURN AIR DAMPER RADREVOLUTIONS PER MINUTE RPMRUNNING LOAD AMPERES RLA

SHEET METAL SMSPLITTER DAMPER SDSQAURE FEET SQFTSQAURE INCHES SQINSTATIC PRESSURE SPSTATIC PRESSURE DROP SPDSUPPLY FAN SF

TEMPERATURE CONTROL PANEL TCPTEMPERATURE CONTROL VALVE TCV

THOUSAND BRITISH THERMAL UNITS PER HOUR MBHTO ABOVE TATO BELOW TBTOTAL PRESSURE TPTOTAL STATIC PRESSURE TSPTYPICAL TYP

UNDERGROUND UGUNDER CUT DOOR UCD

VALVE VLV

WATTS WWEIGHT WTWET BULB WBWIRE MESH SCREEN WMS
SHEET NO. WHERE SHOWNDETAIL NUMBERDETAIL DESIGNATION
01 M-1
AC
1 UNIT ABBREVIATION

EQUIPMENT DESIGNATIONNUMBER

FIRE/SMOKE DAMPER WHERE REQ'DNECK SIZE & BLOWGRILLE DESIGNATIONCFM A 10x10-3 120, F/S
T
BS
CWS
CWR
HWS
HWR
T
P
FS
S
SDCS
CR
RC
P

CAL-GREEN REQUIREMENTS

1. TESTING AND ADJUSTING. TESTING AND ADJUSTING OF SYSTEMS SHALL BE REQUIRED FOR NEW BUILDINGS LESS THAN 10,000 SQUARE FEET OR NEW SYSTEMS TO SERVE AN ADDITION OR ALTERATION SUBJECT TO SECTION 303.1

2. SYSTEMS. DEVELOP A WRITTEN PLAN OF PROCEDURES FOR TESTING AND ADJUSTING SYSTEMS. SYSTEMS TO BE INCLUDED FOR TESTING AND ADJUSTING SHALL INCLUDE, AS APPLICABLE TO THE PROJECT:

A. HVAC SYSTEMS AND CONTROLS.

B. INDOOR AND OUTDOOR LIGHTING AND CONTROLS.

C. WATER HEATING SYSTEMS.

D. RENEWABLE ENERGY SYSTEMS.E. LANDSCAPE IRRIGATION SYSTEMS.F. WATER REUSE SYSTEMS.

3. PROCEDURES. PERFORM TESTING AND ADJUSTING PROCEDURES IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS AND APPLICABLE STANDARDS ON EACH SYSTEM.

A. HVAC BALANCING. IN ADDITION TO TESTING AND ADJUSTING, BEFORE A NEW SPACE-CONDITIONING SYSTEM SERVING

A BUILDING OR SPACE IS OPERATED FOR NORMAL USE, BALANCE THE SYSTEM IN ACCORDANCE WITH THE PROCEDURES DEFINED BY THE TESTING ADJUSTING AND BALANCING BUREAU NATIONAL STANDARDS; THE NATIONALENVIRONMENTAL BALANCING BUREAU PROCEDURAL STANDARDS; ASSOCIATED AIR BALANCE COUNCIL NATIONAL STANDARDS OR AS APPROVED BY THE ENFORCING AGENCY.

4. REPORTING. AFTER COMPLETION OF TESTING, ADJUSTING AND BALANCING, PROVIDE A FINAL REPORT OF TESTING SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES.

5. OPERATION AND MAINTENANCE (O & M) MANUAL. PROVIDE THE BUILDING OWNER OR REPRESENTATIVE WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OF GUARANTIES/WARRANTIES FOR EACH SYSTEM. O & M INSTRUCTIONS SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR, TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS.

A. INSPECTIONS AND REPORTS. INCLUDE A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTS REQUIRED BY THE ENFORCING AGENCY.

6. TEMPORARY VENTILATION. THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURING CONSTRUCTION IF NECESSARY TO CONDITION THE BUILDING WITHIN THE REQUIRED TEMPERATURE RANGE FOR MATERIAL AND EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MINIMUM REPORTING VALUE (MERV) OF 13, BASED ON ASHRAE 52.2-1999 OR AN AVERAGE EFFICIENCY OF 30 PERCENT BASED ON ASHRAE 52.1-1992. REPLACE ALL FILTERS

IMMEDIATELY PRIOR TO OCCUPANCY, OR, IF THE BUILDING IS OCCUPIED DURING ALTERATIONS, AT THE CONCLUSION OF CONSTRUCTION.

7. COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH

INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL STARTUP OF THE HEATING, COOLING AND

VENTILATION EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH

WRAP, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM.

8. FILTERS. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OF THE BUILDING WITH AIR

FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR PRIOR TO OCCUPANCY THAT PROVIDE AT LEAST A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 13. MERV 13 FILTERS SHALL BE INSTALLED PRIOR TO OCCUPANCY AND RECOMMENDATIONS FORMAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL.

EXCEPTIONS:

A. AN ASHRAE 10-PERCENT TO 15-PERCENT EFFICIENCY FILTER SHALL BE PERMITTED FOR AN HVAC UNIT MEETING THE 2022 CALIFORNIA ENERGY CODE HAVING 60,000 BTY/H OR LESS CAPACITY PER FAN COIL, IF THE ENERGY USE OF THE AIR DELIVERY SYSTEM IS 0.4 W/CFM OR LESS AT DESIGN AIR FLOW.

B. EXISTING MECHANICAL EQUIPMENT.

9. OZONE DEPLETION AND GREENHOUSE GAS REDUCTIONS. INSTALLATIONS OF HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL COMPLY WITH SECTIONS 5.508.1.1 AND 5.508.1.2.

A. CHLOROFLOUROCARBONS (CFCS). INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN CFCS.

B. HALONS. INSTALL HVAC REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN HALONS.

10. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS AND CAULKS SHALL COMPLY WITH

LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE, OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLES 5.504.4.1
M2.01 MECHANICAL FLOOR PLANM5.01 MECHANICAL CONTROLS
\\PBKdfs\PBKInc\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\M\_TI 5/20/2025 3:36:42 PM
Architect / Engineer
ARCHITECT PBK, Inc.
12/16/2024
220389
# DESCRIPTION DATE

CITY OF SACRAMENTO
DATE

PROJECT NUMBER
CLIENT
This document is for plan review only

REVISIONS
PBK.com
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
PBKca TBv1.2 2019.10.03

CITY OF SACRAMENTO
DRAWN BY: CHKED BY:

N
A

KEY PLAN TRUE NORTH PLAN NORTH

CONSTRUCTION DOCUMENT

NORTH SACRAMENTO HAGGINWOOD LIBRARY
95% CONSTRUCTION DOCUMENTS
MEP Engineering \\ Technology
FOLSOM
1100 Iron Point Rd., Suite 200
Folsom, CA 95630
916.335.9992 p
LEAFengineers.com
M0_00 INDEX NOTES CODES
REN. 6-30-26
NO. 33380

L CA C HA N I E M
I N IO NC M. LE ERAG
I A N 0 R LIF OF CA ETATS

EGISTERED PROFESSIONAL ENGINEE
RR
N
1 PLAN CHECK CYCLE #2 5/23/25
2 5/23/25 OWNER CHANGES

MECHANICAL DEMOLITION FLOOR PLAN
15" MIN.
2022 CBC
11B-308.2.1
NOTE:

1. THIS DETAIL APPLIES TO MOUNTING OF ANY MECHANICAL AND ELECTRICAL DEVICE WHICH CONTAINS AN OPERABLE PART THAT IS ADJUSTABLE BY THE OCCUPANT. THIS DOES NOT APPLY TO SENSORS OR CONTROLS THAT ARE ONLY ADJUSTABLE THROUGH THE BUILDING AUTOMATION SYSTEM (IE: TEMPERATURE AND HUMIDITY SENSORS).

TOP OF SWITCH,

DEVICE, OUTLET

FA MICROPHONE

FINISHED
FLOOR
MOUNTING OVER OBSTRUCTION DETAIL N.T.S
(a) 48" MAX.(b) 44" MAX.
(a) 20" MAX.
(b)>20-25" MAX.
34" MAX.
(b)10-24" MAX.
(a) 48" MAX.(b) 46" MAX.

TOP OF SWITCH,

DEVICE, OUTLETFA MICROPHONE
(a)10" MAX.
48" MAX.
2022 CBC
11B-308.2.2
2022 CBC
11B-308.3.2
01 M6.01 MECHANICAL DETAILSM0.01 MECHANICAL SCHEDULESM3.02 MECHANICAL ROOF PLAN COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Robert Bottino
on Jun 19, 2025

PLUMBING & MECHANICAL
By:

FM RT

MECHANICAL

SCHEDULES
M0.01

INTAKE HOOD

SCHEDULE
NUMBER IH-1
MANUFACTURER GREENHECKMODEL GRSI-12

TYPE GRAVITY

LOCATION ROOF
CURB CAP SIZE (IN.) 29x29
ROOF OPENING (IN.) 14x14
OVERALL SIZE (IN.) 29x29
HOOD HEIGHT (IN.) 22
CFM 300
FPM / S.P. LOSS 366 / 0.022
SERVICE SEE PLANOPER. WT. (LBS) 15
NOTES:

1. PROVIDE FACTORY 14" ROOF CURB.

2. PROVIDE FACTORY CURB CAP.

3. PROVIDE INSECT SCREEN.

4. PROVIDE BACKDRAFT DAMPER.

ROOFTOP EXHAUST

FAN SCHEDULE
NUMBER REF-1
MANUFACURER GREENHECKMODEL G-130-VG

TYPE CENTRIFUGAL

MOUNTING ROOF
WATTS / BHP / HP - / 0.2 / 0.5
VOLTS / PHASE 115 / 1
MAXIMUM CFM 1200
E.S.P. (IN. W.C.) 0.625DRIVE DIRECT
FAN RPM 1004
SONES / dBA 9.4 / 59
CONTROL INTERLOCK W/ HP-11
(N) OPER. WT. (LBS) 90(E) OPER. WT. (LBS) 90
NOTES:

1. PROVIDE BACKDRAFT DAMPER.

2. PROVIDE FACTORY SOLID STATE SPEED
CONTROLLER.

3. PROVIDE 14" FACTORY ROOF CURB -

GREENHECK MODEL GPI

4. INTERLOCK REF-1 START/STOP OPERATION
WITH HP-11.

EXHAUST CAP

SCHEDULE
NUMBER EH-1MANUFACTURER GREENHECKMODEL GRSR-8

TYPE GRAVITY

LOCATION ROOF
CURB CAP SIZE (IN.) 19x19
ROOF OPENING (IN.) 10.5 x 10.5
OVERALL SIZE (IN.) 20.5 x 20.5
HOOD HEIGHT (IN.) 19.25
CFM 150
FPM / S.P. LOSS 405 / 0.012

SERVICE RESTROOMS
OPER. WT. (LBS) 15
NOTES:

1. PROVIDE FACTORY 14" ROOF CURB.

2. PROVIDE FACTORY CURB CAP.

3. PROVIDE INSECT SCREEN.

4. PROVIDE BACKDRAFT DAMPER.

FAN COIL SCHEDULE
NUMBER

TYPE HORIZONTAL DUCTED

MOUNTING SUSPENDED
VOLTS / PHASE 208 / 1
FLA / MCA - / 2.28
M.O.C.P. -
HSPF / SEER 4.3 / 19.6
MOTOR OUTPUT (WATTS) 121
SUPPLY CFM / SPEED 740
E.S.P. (IN. WC.) 0.5RPM -
DRIVE DIRECTMIN. O.A. (CFM) 150
TOTAL CAP. (MBH) 24.0
SENS. CAP. (MBH) 19.0
E.A. DB / WB (°F) 80 / 67
L.A. DB / WB (°F) -
AMBIENT TEMP. (°F) 102
COIL TYPE DIRECT EXP.

REFRIGERANT R-454B
NOMINAL CAP. (MBH) 28.0
E.A. DB (°F) 70
L.A. DB (°F) 92
FILTER MERV 13

SERVICE SEE PLANS

ACCESSORIES SEE NOTES
OPER. WT. (LBS.) 67
FC-1
OUTDOOR SYSTEM SERVED ODU-1

HEAT PUMP UNIT SCHEDULE
NUMBER
TYPE

VOLTS / PHASE

RATED LOAD AMPS
MIN. CIRCUIT AMPSM.O.C.P.

SEER / EER / HSPF / COP

MINIMUM TURNDOWNNOMINAL COOLING (MBH)

HEATING CAPACITY (MBH)
AMBIENT TEMP. (°F)
REFRIGERANT TYPEREFRIG. LINE SIZE (LIQ./SUC.)UNIT SERVED

ACCESSORIES
OPER. WT. (LBS.)
NOTES:

1. MAINTAIN MANUFACTURER'S REQUIRED SERVICE CLEARANCES.

2. PROVIDE FACTORY CONDENSER COIL GUARDS.

3. PROVIDE FACTORY CRANKCASE HEATER, VARIABLE SPEED

COMPRESSOR, LOW AMBIENT KIT, AND HIGH & LOW PRESSURE
SWITCHES.

4. SIZE REFRIGERANT LINES PER MANUFACTURER
RECOMMENDATIONS.

ODU-1 ODU-2

BLOWER COOLING HEAT
NOTES:

1. PROVIDE T24 COMPLIANT HONEYWELL THERMOSTAT.

2. PROVIDE COMMERCIAL THERMOSTAT INTERFACE KIT WITH

BACNET CAPABILITIES FOR CONNECTION TO JOHNSON
CONTROLS BMS.

3. PROVIDE FACTORY DISCONNECT SWITCH.

4. PROVIDE FLEX CONNECTIONS AT DUCT CONNECTIONS TO UNIT.

5. PROVIDE MERV-13 FILTER.

6. PROVIDE SECONDARY CONDENSATE PAN UNDER UNIT.

7. UNITS SHALL BE EQUIPPED WITH SENSOR IN THE CONDENSATE

DRAIN PAN THAT SHUTS OFF UNIT WHEN CONDENSATE LEVEL
IS TOO HIGH.

8. PROVIDE FACTORY BUILT-IN CONDENSATE PUMP.9. INDOOR UNIT POWERED BY OUTDOOR UNIT.

HEAT PUMP
208 / 1
-
19 26
-

26.026.0
102
R-454B

SEE NOTES

SEE PLAN

SEE NOTES
153

19.6 / 12.0 / - / 4.3
MANUFACTURER TRANEMODEL TPEADA024

MANUFACTURERMODEL
TRANE
TRUZA024
FC-2
HEAT PUMP ODU-2

CEILING EXHAUST FAN

SCHEDULE
NUMBER CEF-1, 2, 3, 4MANUFACURER GREENHECKMODEL SP-A390-VG

TYPE CENTRIFUGAL
MOUNTING CEILINGMOTOR BHP 0.02
FLA / MCA 1.5 / 1.9
VOLTS / PHASE 115 / 1
CFM 150
E.S.P. (IN. W.C.) 0.25DRIVE DIRECT
FAN RPM 916
SONES / dBA 2.0 / 39
CONTROL LIGHT SWITCH/OCC. SENSOR
(N) OPER. WT. (LBS) 29(E) OPER. WT. (LBS) NA
NOTES:

1. PROVIDE BACKDRAFT DAMPER.

2. PROVIDE FACTORY SOLID STATE SPEED
CONTROLLER.

3. INTERLOCK START/STOP OPERATION WITH
ROOM LIGHT SWITCH/OCCUPANCY SENSOR.
\\PBKdfs\PBKInc\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\M\_TI 5/20/2025 3:36:49 PM
Architect / Engineer
ARCHITECT PBK, Inc.
12/16/2024
220389
# DESCRIPTION DATE

CITY OF SACRAMENTO
DATE

PROJECT NUMBER
CLIENT
This document is for plan review only

REVISIONS
PBK.com
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
PBKca TBv1.2 2019.10.03

CITY OF SACRAMENTO
DRAWN BY: CHKED BY:

N
A

KEY PLAN TRUE NORTH PLAN NORTH

CONSTRUCTION DOCUMENT

EGISTERED

PROFESSIONAL

ENGINEER
R
N
1 PLAN CHECK CYCLE #2 5/23/25
2 5/23/25 OWNER CHANGES

AIR DISTRIBUTION SCHEDULE

SYMBOL TYPE DESCRIPTION
CEILING SUPPLY MODULAR CORE DIFFUSER WITH FRAME FOR LAY-IN T-BAR CEILING, FLUSH FACE MOUNTING. TITUS MODEL MCD-3.

CEILING
RETURN
PERFORATED FACE DIFFUSER WITH FRAME FOR LAY-IN T-BAR CEILINGFLUSH FACE MOUNTING. TITUS MODEL PAR-3. INTERIOR PAINTED FLAT BLACK.

CEILING / WALL
RETURN
35° ANGLE SINGLE DEFLECTION FIXED BLADE AT 1/2" O.C. WITH FRAME FOR SURFACE MOUNTING. TITUS MODEL 355RL.

DUCT SUPPLY
ROUND CEILING DIFFUSER WITH UNIFORM 360° DISCHARGE PATTERN AND TWO HORIZONTAL DISCHARGE PATTERNS. PROVIDE WITH
DAMPER/EXTRACTOR. TITUS MODEL TMR.

DUCT RETURN
DOUBLE DEFLECTION ADJUSTABLE 3/4" SPACING BLADE GRILLE WITH CURVED FRAME TO MATCH DUCT DIAMETER FOR FLUSH FACE MOUNTING.

PROVIDE WITH EXTRACTOR. TITUS MODEL S300FS.

AB
D
E
F
NOTES:

1. EQUIVALENT MODELS OF NAILOR, KRUEGER, ANEMOSTAT, PRICE OR J&J ARE ACCEPTABLE.

2. REFER TO THE FLOOR PLANS FOR NECK SIZE, CFM, AIR DIFFUSION PATTERN AND FIRE/ SMOKE DAMPER, IF REQUIRED.

3. PROVIDE AIR CONTROL GRID FOR ALL CEILING SUPPLY DIFFUSERS SET AT 90°.

PACKAGED HEAT PUMP SCHEDULE
NUMBER

MANUFACTURERMODEL

TYPE/DISCHARGE

VOLTS / PHASE
MAX. OCP.

SEER / EER / COP AT 47F

NOMINAL TONS
BLOWER

MOTOR HP

DESIGN BHP

SUPPLY AIR CFM
E.S.P. (IN. W.C.)
MIN. OUTSIDE AIR CFM
DRIVE
COOL

COOLING TYPE
TOTAL CAP. (MBH)
SENS. CAP. (MBH)
E.A. DB (°F)E.A. WB (°F)
AMB. TEMP. (°F)
HEATHEATING TYPE HEAT PUMP OUTPUT (MBH) AUX. ELEC. HEATER KW FILTER SIZE (IN.)FILTER TYPE

SERVICE

ACCESSORIES
(N) OPER. WT. (LBS)(E) OPER. WT. (LBS)
HP-3,14

PACKAGED/DOWN
208 / 3

45.0 15.0 / 13.5 / 3.8

3.03.0 0.331
1200

0.7 200
DIRECT
DX

24.6522.93
8067
105

HEAT PUMP

16.62 6.0
MERV 13
-

SEE NOTES
1600
TRANE
992
AUX. ELEC. HEATER KW/FLA 6.0/ -
MCA 41.0
CURB

MANUFACTURERMODEL
CLIPS

MICROMETL
CRBW-PRC0BGA

PER MFGR

SCREWS PER CLIP PER MFGR
TOTAL WT. W. CURB (LBS)
NOTES:

1. HP-1 AND HP-5 THRU HP-13 SHALL BE INSTALLED ON EXISTING CURBS.

2. PROVIDE 14" TALL, STRUCTURALLY CALCULATED FACTORY CURB, ALL WELDED CONSTRUCTION, WITH WOOD NAILER FOR HP-3, HP-14 AND HP-15.

3. PROVIDE THROUGH BASE ELECTRICAL CONNECTIONS.

4. PROVIDE ANTI-RECYCLE TIMER, CRANKCASE HEATER, LOW AMBIENT KIT AND HIGH CAPACITY FILTER RACK.

5. PROVIDE LOW-LEAKAGE DRY BULB ECONOMIZER WTIH BAROMETRIC RELIEF.

6. BYPASS UNITS ANTI-RECYCLE TIMER WHEN ANTI-RECYCLE FUNCTION IS INCLUDED IN THE THERMOSTAT.

7. ALL UNITS OVER 2000 CFM SUPPLY AIR SHALL BE PROVIDED WITH A DUCT SMOKE DETECTOR TO SHUT-OFF THE UNIT UPON DETECTION OF SMOKE AND ACTIVATE THE FIRE ALARM SYSTEM. INSTALL IN STRICT ACCORDANCE WITH THE 2022 CALIFORNIA MECHANICAL CODE,SECTION 608.1.

8. PROVIDE FACTORY INSTALLED AUXILARY ELECTRIC HEATER. UNIT SHALL BE FURNISHED WITH SINGLE POINT POWER CONNECTION.

9. PROVIDE FACTORY FURNISHED DISCONNECT AND UNPOWERED SERVICE RECEPTACLE. COORDINATE POWER AND WIRING REQUIRMENTS WITH ELECTRICAL CONTRACTOR.

10. PROVIDE HINGED ACCESS PANELS.11. PROVIDE FACTORY CONDENSER COIL GUARDS.12. PROVIDE TITLE 24 COMPLIANT PROGRAMMABLE THERMOSTAT, HONEYWELL 'RTH6500WF'. PROVIDE A MINIMUM 50'-0" ADDITIONAL CONTROL WIRING LOOPED AND SECURED FOR RELOCATION OF THERMOSTAT. STANDALONE THERMOSTAT REQUIRED FOR HVAC REPLACEMENT DURING THE RE-ROOF PHASE.

13. DURING THE TENANT IMPROVEMENT PHASE, PROVIDE NEW JOHNSON CONTROLS BMS SYSTEM FOR CONTROL AND MONITORING OF ALL HVAC UNITS. INCLUDING NEW FRONT END, CONTROLLERS, SENSORS, AND ALL COMPONENTS AS REQUIRED FOR A FULLY FUNCTIONING HVAC CONTROLS SYSTEM. SEE M5.01 FOR CONTROLS SCOPE OF WORK SCHEMATICS. CONTACT TOTAL CONTROL, STEVE IGNOFFO @ 916.780.5929 .

HP-6
208 / 3

50.0 16.5 / 13.5 / -

4.0 3.0

0.431
1600

0.7 300
DIRECT
DX

45.40 35.94
80 67
105

HEAT PUMP

32.44 6.0
MERV 13
-

SEE NOTES
1600
TRANE
950

6.0/ -

46.0 ----

PACKAGED/DOWN
HP-5,7,9,
10,12,13
208 / 3

60.0 16.4 / 13.5 / -

5.03.0 0.564
2000

0.7 400
DIRECT
DX

55.98 45.24
8067
105

HEAT PUMP

41.11 6.0
MERV 13
-

SEE NOTES
1600
TRANE
957

6.0/ -

49.0 ----

PACKAGED/DOWN
(E) CURB WEIGHT (LBS) - 70 70
1091 1020 1027
(N) CURB WEIGHT (LBS) 99 --
HP-8
----
70 1062
-
HP-1,11
208 / 3

80.0 15.5 / 12.0 / -

7.5 3.0

0.84 3000

0.7 500
DIRECT
DX

80.3059.67
8067
105

HEAT PUMP

66.14 9.0
MERV 13
-

SEE NOTES
1600
TRANE
10449.0/ -

70.0 ----

PACKAGED/DOWN
115
1159
-
WHK036A3S0B
(4) 20 x 20 x 2
REFIGERANT R-454B R-454B R-454B R-454B
208 / 3

45.0 15.0 / 13.5 / 3.8

3.03.0 0.331
1200

0.7 200
DIRECT
DX

24.6522.93
8067
105

HEAT PUMP

16.62 6.0
MERV 13
-

SEE NOTES
1600
TRANE
992

6.0/ -

41.0 WHK036A3S0B
(4) 20 x 20 x 2
R-454B

PACKAGED/DOWN
WHK048A3S0B
(4) 20 x 20 x 2
WHK060A3S0B
(4) 20 x 20 x 2
WHK090A3S0B
(4) 20 x 20 x 2
HP-15
208 / 3

60.0 16.4 / 13.5 / -

5.03.0 0.564
2000

0.7 400
DIRECT
DX

55.98 45.24
8067
105

HEAT PUMP

41.11 6.0
MERV 13
-

SEE NOTES
1600
TRANE
957

6.0/ -

49.0 -
1087
130
R-454B
WHK060A3S0B
(4) 20 x 20 x 2

MICROMETL

CRBW-PRCCCGA

PER MFGRPER MFGR

PACKAGED/DOWN

HORIZONTAL
DUCTED

SUSPENDED
208 / 1
- / 2.28
-

4.3 / 19.6
121
740

0.5 -
DIRECT
150

24.0 19.0
80 / 67
-
102
DIRECT EXP.

R-454B

28.0 70
92 MERV 13

SEE PLANS

SEE NOTES
67 TRANE
TPEADA024
208 / 1
-
19 26
-

26.026.0
102
R-454B

SEE NOTES

SEE PLAN

SEE NOTES
153

19.6 / 12.0 / - / 4.3
TRANE
TRUZA024
2 COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Robert Bottino
on Jun 19, 2025

PLUMBING & MECHANICAL
By:

OFFICE SALES OFFICE

OFFICEOFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE

DESIGN OFFICE OPEN OFFICE
OFFICE
OFFICE
OFFICE
OFFICE

HALLWAY
OFFICE

HALLWAY

SYSTEMS OFFICE
LOUNGE

MENS RR

WOMENS RR

STORAGE ROOM
COMP

STORAGE

SUPERVISOR'S
OFFICE

AG RR AG RR

STAFF AREA

OFFICE OFFICE OFFICE OFFICE

OFFICEOFFICE
OFFICE

OFFICE OFFICE
OFFICE

KITCHENETTE

LOBBY/FOYER CONFERENCE CONFERENCE ROOM

STAFF BREAK
UP
1 (TYP) 2 (TYP)
3 (TYP)
(E) HP-5 (ON ROOF)
HP-12 (ON ROOF)
HP-11
(ON ROOF)
HP-14 (ON ROOF)
HP-13 (ON ROOF)
HP-6 (ON ROOF)
HP-9 (ON ROOF)
HP-7 (ON ROOF)
HP-10
(ON ROOF)
HP-1 (ON ROOF)
HP-8 (ON ROOF)

EXISTING EXHAUST OPENING
(E) EXHAUST OPENING

EXISTING RELEIF OPENING

EXISTING RELEIF OPENING
T HP-1
T
HP-6
T HP-8
T HP-10
T
HP-11
(TO REMAIN)
T HP-12
T HP-13
(TO REMAIN)
HP-5 T
HP-7 T
HP-9 T
T
HP-14 (TO REMAIN)
T
REF-3 (TOREMAIN)
(E) 18x18
800 CFM
POD

FIRERISER
4 (TYP)
HP-3 (ON ROOF)
5 (TYP)
5 (TYP)
FM RT

MECHANICAL

DEMOLITION

FLOOR PLAN
SCALE: M1.01
N
1 MECHANICAL DEMOLITION FLOOR PLAN 1/8" = 1'-0"
\\PBKdfs\PBKInc\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\M\_TI 5/20/2025 3:36:55 PM
Architect / Engineer
ARCHITECT PBK, Inc.
12/16/2024
220389
# DESCRIPTION DATE

CITY OF SACRAMENTO
DATE

PROJECT NUMBER
CLIENT
This document is for plan review only

REVISIONS
PBK.com
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
PBKca TBv1.2 2019.10.03

CITY OF SACRAMENTO
DRAWN BY: CHKED BY:

N
A

KEY PLAN TRUE NORTH PLAN NORTH

CONSTRUCTION DOCUMENT

L CA C HA N I E M
I N IO NC M. LE ERAG
I A N 0 R LIF OF CA ETATS

EGISTERED PROFESSIONAL ENGINEE
RR
N
1 PLAN CHECK CYCLE #2 5/23/25
2 5/23/25 OWNER CHANGES

KEYNOTES
DEMOLISH EXISTING DUCTWORK, DUCT SUPPORTS, DIFFUSERS AND GRILLES. PREPARE FOR INSTALLATION OF NEW EQUIPMENT AND RECONNECTION TO EXISTING DUCTWORK.

EXISTING DUCTWORK TO REMAIN.
12 DEMOLISH EXISTING THERMOSTATS, PREPARE FOR INSTALLATION OF NEW BMS SYSTEM AND SESNORS. RETURN ALL THERMOSTATS TO CITY OF SACRAMENTO.
43 DEMOLISH ALL EXISTING CEILING CIRCULATION FANS AND FAN CONTROLLERS/SWITCH.

DEMOLISH EXISTING SUPPLY AND RETURN PLENUM DROPS. PREPARE FOR INSTALLATION OFNEW PLENUM DROPS FROM NEW ROOFTOP UNITS. 5 2
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Robert Bottino
on Jun 19, 2025

PLUMBING & MECHANICAL
By:

UP
11 A
BC
D
E
F
G
H
22 3
3 44
55 66
77 88
9 9
10 10
11 11
1212
1313
S
S
S
S
S
S
S
S
S

NEW JOHNSON CONTROLSBMS CONTROL PANEL
EXISTING DUCTWORK ANDDIFFUSERS TO REMAIN, TYPICAL.

EXISTING EXHAUST OPENING

EXISTING RELEIF OPENING

STAFF AREA
1 TEEN AREA
17 STAFF

WORKROOM
19 AMHS
2 STAFF OFFICE

CHILDRENS' CPU
23 CHILDREN'S
RR 24
QUIET
ROOM
3 OFFICE
4 OFFICE
5 OFFICE
6 STAFF
BREAK
7 AG RR
8 AG RR
9 FRIENDS ROOM
10 MOBILE

SERVICES
28 SUPERVISOR'S
OFFICE
29 STORAGE ROOM
30 FIRE RISER
36 MENS RR
33 WOMENS RR
32 COMP STORAGE
31 MAKER SPACE &

KITCHENETTE
34 KITCHENETTE
27 COMMUNITY

ROOM STORAGE
26 COMMUNITY
ROOM
25 ADULT AREA
22 STAFF

CIRCULATION

COUNTER

LOBBY/FOYER
14 MEETING ROOM
13 ADULT SEATING
AREA 15
STUDY 3
16 POC
POC

POC POC
POC
POC
FC-1
S

EXISTING RELEIF OPENING
FC
2 FC
1 CEF
1 CEF
3 CEF
4 RESTROOM
21 HP-5 (ON ROOF)
HP-12 (ON ROOF)
HP-11
(ON ROOF)
HP-14 (ON ROOF)
HP-13 (ON ROOF)
HP-6 (ON ROOF)HP-9 (ON ROOF)
HP-7 (ON ROOF)
HP-15 (ON ROOF)
HP-10
(ON ROOF)
HP-3 (ON ROOF)
HP-8
(ON ROOF)
HP-1 (ON ROOF)
S
FSD
FSD
HP-3
HP-1
HP-10
HP-6
S HP-11
HP-12 S
S HP-13
S
HP-14
HP-15
HP-9
HP-7
HP-5
HP-8
(E) 16"Ø
630 CFM
(TYPx4)
(E) 14"Ø(E) 16"Ø
(E) 32x16 L
(E) 20"Ø
(E) 32x16
2000 CFM
(E) 16"Ø
A 10x10 240
B 16x16 220
10"Ø
(E) 14"Ø
10"Ø
A 10x10 200
(TYPx4)
B 10x10 170
(TYPx4)
14"Ø
8"Ø
12"Ø 10"Ø
8"Ø 8"Ø
8"Ø
10"Ø 12"Ø
14"Ø D 32x16 16" HIGH LINED 1600
PLENUM 32x16L
E 16"Ø 600
(TYPx2)
14"Ø16"Ø
A 10x10 200 E 12"Ø 300
(TYPx2)
D 24x16 850
B 10x10 200 14"Ø
12"Ø 10"Ø
14"Ø
(E) 32x20
1750 CFM
(E) 32x16 L
(E)16"Ø
(E)16"Ø
(E)14"Ø
(E) 14"Ø
500 CFM
(TYPx4)(E) 14"Ø
500 CFM
(TYPx4)
(E)14"Ø(E)16"Ø(E)16"Ø
E 16"Ø 600
(TYPx2)
14"Ø 14"Ø
16"Ø
D 24x12 850
16x16L
(E) 32x20
1750 CFM
E 14"Ø 400
(TYPx5)
D 32x20 1600
(E) 32x16 L
12"Ø 12"Ø
12"Ø
12"Ø
14"Ø16"Ø
20"Ø
(E)20"Ø
20"Ø
E 8"Ø 150
F 12x8 150
F 24x12 600
E 12"Ø 300
(TYPx6)
16"Ø
8"Ø
10"Ø
16"Ø12"Ø
F 36x16 1300
18"Ø
E 12"Ø 200
D 20x12 200
D 16x16 200
20x12 L
E 16"Ø 700
(TYPx2)
14"Ø14"Ø
16"Ø (E) 18"Ø
(E) 10x10
300 CFM
(TYPx2)
(E) 22x22
600 CFM
(E) 16x16
600 CFM
(E) 16x16
600 CFM
(E) 22x22
1200 CFM B 22x22 600
12"
(E)20"Ø
18"Ø
20"Ø
8"Ø
E 10"Ø 200 E 10"Ø 200
8"Ø
D 30x18 1000
D 18x12 400
12"Ø
10"Ø
10"Ø
10"Ø
E 14"Ø 400
(TYPx4)
14"Ø
12"Ø
(E) 30x18
200
16"Ø
24x12L
(E) 12"Ø
375 CFM
(TYPx3)
(E) 8"Ø
200 CFM
(E) 8x8
165 CFM
(E) 8"Ø
200 CFM
(E) 12x12
380 CFM
(TYPx2)
(E) 22x22
900 CFM
(E) 20x20
1000 CFM
(E) 12x12
400 CFM
(E) 8x8
200 CFM
(E) 8x8
200 CFM (E) REF-1 (ON ROOF)
(E) 20x20
1000 CFM
(E) 12x12
400 CFM
(E) 18x18
800 CFM
(E) 18x18
800 CFM
(E) 22x22
1600 CFM
(E) 22x22
400 CFM
2 3
16" HIGH LINED
PLENUM 8"Ø
IH-1
(ON ROOF)
4 5
8"Ø FSD
EH-1
(ON ROOF)
CEF
2 8"Ø
8"Ø
FC-2
EH-1
(ON ROOF)
EH-1
(ON ROOF)
8"Ø
IH-1
(ON ROOF)
01 M6.01
04 M6.01
08 M6.01
02 M6.01
03 M6.01
05 M6.01
10 M6.01
07 M6.01
09 M6.01
6 (TYP)
D 12x8 100
6"Ø
(E) 18"Ø
1 7
POC
32x16 L
32x16 L 8
(E) DUCTWORK (TYP)
(E) 32x16 L
(E) DUCTWORK (TYP)
(E) DUCTWORK (TYP)

REFIGERATION PIPING
FROM ODU-1 AND ODU-2
FM RT

MECHANICAL

FLOOR PLAN
SCALE: M2.01
N
1 MECHANICAL FLOOR PLAN 1/8" = 1'-0"
\\PBKdfs\PBKInc\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\M\_TI 5/20/2025 3:37:00 PM
Architect / Engineer
ARCHITECT PBK, Inc.
12/16/2024
220389
# DESCRIPTION DATE

CITY OF SACRAMENTO
DATE

PROJECT NUMBER
CLIENT
This document is for plan review only

REVISIONS
PBK.com
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
PBKca TBv1.2 2019.10.03

CITY OF SACRAMENTO
DRAWN BY: CHKED BY:

N
A

KEY PLAN TRUE NORTH PLAN NORTH

CONSTRUCTION DOCUMENT

L CA C HA N I E M
I N IO NC M. LE ERAG
I A N 0 R LIF OF CA ETATS

EGISTERED PROFESSIONAL ENGINEE
RR
N
1 PLAN CHECK CYCLE #2 5/23/25
2 5/23/25 OWNER CHANGES

KEYNOTES
NEW DUCTWORK AND WYE FITTING FOR SUPPLY AIR TO CORRIDOR.

MOUNT FAN COIL UNITS AS TIGHT TO STRUCTURE AS POSSIBLE. COORDINATE WITH OTHER DISCIPLINES PRIOR TO COMMENCING WORK. MAINTAIN MINIMUM SERVICE CLEARANCES.PROVIDE REFRIGERATION PIPING (RS/RL) PER MANUFACTURE REQUIREMENTS AND CONNECT TO CORRESPONDING OUTDOOR UNIT.CONNECT NEW SUPPLY/RETURN DUCTWORK TO PLENUM DROPS FROM HEAT PUMP UNITS.

FOR EXISTING DUCTWORK, RECONNECT EXISTING SUPPLY/RETURN DUCTWORK TO NEW PLENUM DROPS. PROVIDE TRANSITIONS AND FITTINGS AS REQUIRED. TYPICAL.

TEST AND BALANCE EXISTING AND NEW AIR DISTRIBUTION SYSTEMS.

CLEAN ENTIRE EXISTING AIR DISTRIBUTION SYSTEM (DUCTS, GRILLES, AND REGISTERS). SEE SPECS FOR CLEANING REQUIREMENTS.

INSTALL NEW SENSORS FOR BMS @ 48" A.F.F. AND PER ADA REQUIREMENTS.

JOHNSON CONTROLS HVAC CONTROL SYSTEM AND FRONT END. SEE CONTROLS M5.01 FOR DETAILS. PROVIDE ALL HARDWARE, WIRING AND COMPONENTS TO PROVIDE A FULLY FUNCTIONING CONTROLS SYSTEM PER CITY OF SACRAMENTO STANDARDS. 32x16L SUPPLY AND RETURN PLENUM DROPS FROM HEAT PUMP UNITS, TYPICAL. 12345678
2 2
2 COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Robert Bottino
on Jun 19, 2025

PLUMBING & MECHANICAL

FIRE & FIRE / SMOKE DAMPER

INSTALLATIONS REQUIRE A

FRAMING AND MECHANICAL

INSPECTION PRIOR TO SHEETROCK

PROVIDE AIR BALANCE

REPORT FOR FINAL

MECHANICAL INSPECTION
By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025
This set of plans and specifications must bekept on the job at all times and it is unlawful tomake any changes or alterations from thesame without written permission from theBuilding Inspection Division.The approval of this plan and specificationSHALL NOT be held to permit or approve theviolation of any City Ordinance or State Law. 1 1
A A
B BC C
D D
E E
F F
G G
H H
22 33
44 55
66 77
88 99
1010
1111
1212
1313
HP
8 HP
10 HP
1 HP
6 HP
9 HP
7 HP
5 HP
12 HP
11 HP
13 HP
14 1 11 M6.01
6 12 M6.01
1 11 M6.01
1 11 M6.01
1 11 M6.01
1 11 M6.01
1 11 M6.01
1 11 M6.01
1 11 M6.01
1 11 M6.01
1 11 M6.01
EH
1 IH
1 15
M6.01
16 M6.01
HP
15 6 12 M6.01
(E) OAI-1 7
IH
1 3 16 M6.01
HP
3 6 12 M6.01 13
M6.01 2
EH
1 4 15 M6.01
7 (E) REF-5
7 (E) REF-4
(E) OAI-2 7
PROVIDE 22" x 22" EQUIPMENTPLATFORM FOR FUTUREROOFTOP EXHAUST FAN. 17 M6.01
REF
1 5 14 M6.01
06 M6.01
ODU
2 ODU
1 06
M6.01
4 3
8 RS/RL

PIPE CURB
FM RT
SCALE: M3.02
N
1 MECHANICAL ROOF PLAN 1/8" = 1'-0"

KEYNOTES
(N) PACKAGE ROOFTOP HEAT PUMP UNIT ON (E) CURB. PROVIDE LINED SUPPLY AND RETURN PLENUM DROPS TO 3'-0" BELOW ROOF DECK.
(N) ROOFTOP EQUIPMENT PLATFORM, ON (E) CURB. SEE DETAIL SHEET FOR WORK REQUIRED TO RE-PURPOSE EXISTING CURB INTO NEW EQUIPMENT PLATFORM. (N) OUTSIDE AIR INTAKE HOOD, SERVING NEW INDOOR FAN COIL UNITS. SEE FLOOR PLAN FOR FAN COIL UNIT LOCATIONS.
(N) 8"Ø ROUND EXHAUST ROOF VENT. CONNECT TO EXHAUST DUCTWORK FROM NEW CEILING EXHAUST FANS. SEE FLOOR PLAN FOR CEILING EXHAUST FAN LOCATIONS. (N) ROOFTOP EXHAUST FANS. CONNECT NEW EXHAUST DUCTWORK FROM EXHAUST FAN AND TRANSITION AS REQUIRED TO CONNECT EXISTING DUCTWORK BELOW. (N) PACKAGE ROOFTOP HEAT PUMP UNIT ON (N) CURB. PROVIDE LINED SUPPLY AND PLENUM DROPS TO 3-'0" BELOW ROOF DECK.

INSTALL REF-4, REF-5, OAI-1, AND OAI-2 AT SAME LOCATION AFTER BEING REMOVED DURING DEMOLITION PHASE TO ACCOMMODATE RE-ROOFING OF ENTIRE BUILDING.PROVIDE REFRIGERATION PIPING FROM ODU-1 AND ODU-2 TO CORRESPONDING FAN COILUNIT. SEE FLOOR PLAN FOR UNIT LOCATION. PROVIDE PIPE CURB ON EQUIPMENT PLATFORM FOR PENETRATIONS THROUGH ROOF.
12345678
\\PBKdfs\PBKInc\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\M\_TI 5/20/2025 3:37:04 PM
Architect / Engineer
ARCHITECT PBK, Inc.
12/16/2024
220389
# DESCRIPTION DATE

CITY OF SACRAMENTO
DATE

PROJECT NUMBER
CLIENT
This document is for plan review only

REVISIONS
PBK.com
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
PBKca TBv1.2 2019.10.03

CITY OF SACRAMENTO
DRAWN BY: CHKED BY:

N
A

KEY PLAN TRUE NORTH PLAN NORTH

CONSTRUCTION DOCUMENT

L CA C HA N I E M
I N IO NC M. LE ERAG
I A N 0 R LIF OF CA ETATS

EGISTERED PROFESSIONAL ENGINEE
RR
N
1 PLAN CHECK CYCLE #2 5/23/25
2 5/23/25 OWNER CHANGES

GENERAL NOTES

1. FOR DEMOLITION SCOPE OF WORK, SEE APPROVED NORTH SACRAMENTO HAGGINWOOD LIBRARY ROOF ASSESSMENT AND REPAIR PLANS (#COM-231004)

MECHANICAL

ROOF PLAN
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Robert Bottino
on Jun 19, 2025

PLUMBING & MECHANICAL
By:

FM RT

MECHANICAL

CONTROLS
\\PBKdfs\PBKInc\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\M\_TI 5/20/2025 3:37:09 PM M5.01
Architect / Engineer
ARCHITECT PBK, Inc.
12/16/2024
220389
# DESCRIPTION DATE

CITY OF SACRAMENTO
DATE

PROJECT NUMBER
CLIENT
This document is for plan review only

REVISIONS
PBK.com
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
PBKca TBv1.2 2019.10.03

CITY OF SACRAMENTO
DRAWN BY: CHKED BY:

N
A

KEY PLAN TRUE NORTH PLAN NORTH

CONSTRUCTION DOCUMENT

L CA C HA N I E M
I N IO NC M. LE ERAG
I A N 0 R LIF OF CA ETATS

EGISTERED PROFESSIONAL ENGINEE
RR
N
1 PLAN CHECK CYCLE #2 5/23/25
2 5/23/25 OWNER CHANGES
1 LAN Architecture Layout
2 Packaged Heat Pump Unit Control Detail 3 Split-System Heat Pump Unit Control Detail GENERAL NOTES:

PROPOSED CONTROL SCHEMATIC SHALL NOT BE USED FOR CONSTRUCTION, INSTALLATION, OR DESIGN.

THIS IS A ROUGH ESTIMATE OF CONTROLS AND SHALL BE RE-VERIFIED AND DESIGN AT TIME OF PROJECT INSTALLATION.

SCOPE OF WORK: NEW JOHNSON CONTROLS SYSTEM FOR ALL HVAC EQUIPMENT. ALL DEVICES, SENSORS, GRAPHICS, SET POINTS, ETC. SHALL MEET CITY OF SACRAMENTO STANDARDS. SNE Supervisory Controller CAT 5 Cable
(E) Metasys Server
City of Sacramento Intranet
FC BUS COM-1
M4-CGM
HP-1
M4-CGM
HP-3
M4-CGM
HP-7
M4-CGM
HP-5
M4-CGM
HP-8
M4-CGM
HP-9
M4-CGM
HP-11
M4-CGM
HP-10
M4-CGM
HP-12
M4-CGM
HP-13
M4-CGM
HP-15
M4-CGM
HP-14
FC BUS COM-1
M4-CGM
FC-1/ODU-1
ELO
Contact Total Control, Steve Ignoffo @ 916.780.5929
Contact Total Control, Steve Ignoffo @ 916.780.5929

SEQUENCE OF OPERATION

PACKAGED HEAT PUMP UNIT
OCCUPIED/UNOCCUPIED MODE: SHALL BE SCHEDULED BY THE BAS SYSTEM. IN THE UNOCCUPIED MODE THE SPACE COOLING

AND HEATING SET POINTS SHALL BE RESET TO UNOCCUPIED SETPOINTS, AND SUPPLY FANS SHALL ONLY ENERGIZE ON A CALL FOR HEAT/COOL. DURING UNOCCUPIED HOURS, WHEN THE NETWORK SENSOR SENSES AN OCCUPANT, THE UNIT SHALL GO INTO THE OCCUPANCY MODE.

SUPPLY FAN CONTROL: SHALL RUN CONTINUOUSLY DURING THE OCCUPIED MODE.

HEATING CONTROL: WHEN THE SPACE TEMPERATURE FALLS BELOW THE SPACE HEATING SETPOINT, ENERGIZE THE HEAT PUMPHEATING STAGE(S) AS REQUIRED TO MAINTAIN SPACE SETPOINT.

COOLING CONTROL: WHEN THE SPACE TEMPERATURE FALLS BELOW THE SPACE COOLING SETPOINT, ENERGIZE HEAT PUMPCOOLING STAGE(S) AS REQUIRED TO MAINTAIN SETPOINT.

DEMAND CONTROLLED VENTILATION (DCV): THE UNIT SHALL PROVIDE DCV PER T24, PART 6 REQUIREMENTS. UPON ENTERINGDCV MODE, THE UNIT ENABLE ECONOMIZER MODE UNTIL CO2 SET POINTS ARE BELOW THE SET POINT.

SAFETIES/ALARMS: IF THE DISCHARGE AIR TEMPERATURE FALLS BELOW 40°F (ADJ.), THE UNIT SHALL BE COMMANDED INTO THE UNOCCUPIED MODE AND ALARM SHALL BE GENERATED. WHEN ANY CONTROL POINT DEVIATES FROM SET POINT BY MORE THAN 5°F (ADJ.), AN ALARM SHALL BE GENERATED. WHEN ANY SENSED OUTPUT DIFFERS FROM ITS COMMANDED STATE, AN ALARM SHALL BE GENERATED.

SF
SA
S/S
STATUS

PACKAGED HEAT PUMP UNIT
D
X
DAT
M4-CGM
BACnet
Controller
Space
Temp/CO2/
OCC
Sensor

FC BUS FC BUS
OA
ECON
NC
NO
Duct Smoke Detector
Provided, Installed and Powered
by Electrical Contractor.

Typical of HP-1 & HP-11 Only.

Alarm
ContactsOpen On
Alarm
NCC
Status
ContactsOpen=
Normal
NOC
VAC
LN
Power
Series thru all
Safeties for
Emergency
Shutdown
RA

X X X X
TB
HP

OUTDOOR UNIT

TO CONTROLLER

WIRE AS NECESSARY
POWER
BY ELECT.

SF
SA
S/S
STATUS

FAN COIL UNIT
D
X
DAT
M4-CGM
BACnet
Controller
Space
Temp

FC BUS FC BUS
RA

SEQUENCE OF OPERATION

FAN COIL CONTROL
OCCUPIED/UNOCCUPIED MODE: SHALL BE SCHEDULED BY THE BAS SYSTEM. IN THE UNOCCUPIED MODE THE SPACE COOLING

AND HEATING SET POINTS SHALL BE RESET TO UNOCCUPIED SETPOINTS, AND SUPPLY FANS SHALL ONLY ENERGIZE ON A CALL FOR HEAT/COOL.

SUPPLY FAN CONTROL: SHALL RUN CONTINUOUSLY DURING THE OCCUPIED MODE.

HEATING CONTROL: WHEN THE SPACE TEMPERATURE FALLS BELOW THE SPACE HEATING SETPOINT, ENERGIZE THE HEAT PUMPHEATING STAGE(S) AS REQUIRED TO MAINTAIN SPACE SETPOINT.

COOLING CONTROL: WHEN THE SPACE TEMPERATURE FALLS BELOW THE SPACE COOLING SETPOINT, ENERGIZE HEAT PUMPCOOLING STAGE(S) AS REQUIRED TO MAINTAIN SETPOINT.

TO OUTDOOR UNIT

WIRE AS NECESSARY

CONNECT TO FACILITY
EXPLORER VIEWER.

OPTION FOR DISTECHCONNECTION.

M4-CGM
FC-2/ODU-2
M4-CGM
HP-4
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Robert Bottino
on Jun 19, 2025

PLUMBING & MECHANICAL
By:

FM RT

MECHANICAL

DETAILS
M6.01

ACOUSTIC LINED DUCTS

1. GALVANIZED SHEET METAL DUCT.

2. ACOUSTIC DUCT LINER, LINER TO BE ADHERED TO DUCT WITH 100% ADHESIVE. (MIRACLE PF96)

3. NOT MORE THAN 2" FROM EDGE OF DUCT LINER.

4. ALL ENDS OF LINER TO BE COATED WITH ADHESIVE. (MIRACLE PF96) ENDS OF LINER SHALL BE BUTTED FIRMLY TOGETHER.

5. TOP AND BOTTOM SECTIONS OF LINER SHALL OVERLAP THE SIDES.

METAL FASTENERS: OMARK
INSUL-PINS. DURA DYNE
FASTENERS OR GRIP NAILS.

GRIP NAILS SHALL BE INSTALLED BY
"GRIP-NAIL AIR HAMMER" OR BY
AUTOMATIC FASTENER EQUIPMENT.
1 2
3 4 5 2 1
2"
12" C.C. MAX.
(TYPICAL)
2"
DUCT CONSTRUCTION STANDARDS N.T.S
61 & ABOVE 1 18 1" x 1" x 1/8" @ 60 IN.
1" x 1" x 1/8" @ 60 IN.

NONE REQUIREDNONE REQUIRED
1" x 1" x 1/8" @ 60 IN.
22 1" x 1" x 1/8" @ 60 IN.242426
19 - 3031 - 4213 - 18
UP THRU 12
43 - 60 20
1111
2426
1 242426
22242424
H
18222424
24 20
H
TRANSVERSE REINFORCING (1)

AT JOINTS

DIMENSION
OF

LONGEST
SIDE,
INCHES
SHEET
METAL
GAGE
(ALL
FOUR
SIDES)

MINIMUM

REINFORCING

ANGLE SIZE

AND MAXIMUM

LONGITUDINAL

SPACING

BETWEEN

TRANSVERSE

JOINTS &/OR

INTERMEDIATE

REINFORCING
(1) TRANSVERSE REINFORCING SIZE IS DETERMINED BY
DIMENSION OF SIDE TO WHICH ANGLE IS APPLIED.

MIN.

HT.

IN.

DRIVE
SLIP
PLAIN
S SLIP
HEMMED
S SLIP

ALTER'NT
BAR
SLIP
REINFORCED
BAR
SLIP
RECOMMENDED
GAGE
RECOMMENDED
GAGE
RECOMMENDED
GAGE
RECOMMENDED
GAGE
0201
\\PBKdfs\PBKInc\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\M\_TI 5/20/2025 3:37:14 PM
Architect / Engineer
ARCHITECT PBK, Inc.
12/16/2024
220389
# DESCRIPTION DATE

CITY OF SACRAMENTO
DATE

PROJECT NUMBER
CLIENT
This document is for plan review only

REVISIONS
PBK.com
1122 DEL PASO BLVD
SACRAMENTO, CA 95815
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
PBKca TBv1.2 2019.10.03

CITY OF SACRAMENTO
DRAWN BY: CHKED BY:

N
A

KEY PLAN TRUE NORTH PLAN NORTH

CONSTRUCTION DOCUMENT

EGISTERED

PROFESSIONAL

ENGINEER
R
N
1 PLAN CHECK CYCLE #2 5/23/25
2 5/23/25 OWNER CHANGES
N.T.S
RECTANGULAR DUCT SUPPORT N.T.S

1. #10 CADMIUM PLATED WOOD
SCREWS W/ 1-12" MIN.

PENETRATION, (TYPICAL).

2. ROOF.

3. WOOD FRAMING MEMBER, OR (N)

WOOD BLOCKING BETWEEN
FRAMING MEMBERS.

4. 1" x 18 GA. GALV. SHEET METAL
STRAP @ 8'-0" O.C.

5. ACOUSTIC LINED GALVANIZED

SHEET METAL DUCT - SEE
MECHANICAL PLAN FOR SIZE.

6. #10 x 3/4" SELF TAPPING CADMIUM

PLATED SHEET METAL SCREWS TO
ANCHOR STRAPS TO DUCT. ALL

STRAPS TO BE TIGHT AGAINST

DUCT AND SUPPORT MEMBERS,
(TYPICAL).
2"2" MIN.
1"
1 3
4 5
6 2
NOTE: THIS DETAIL IS FOR DUCTS SMALLER THAN 6
SQ. FT. CROSS AREA AND DO NOT REQUIRE LATERAL
BRACING PER OPM-0052-13, SECTION 5.0.

CONDENSING UNIT MOUNTING N.T.S

1. CONDENSING UNIT. SEE OUTDOOR UNIT
SCHEDULE.

2. UNIT ATTACHMENT AND ANCHORAGE TO
UNISTURT, PER 4/S4.01

3. UNISTRUT C-CHANNEL, LOCATED AT
EQUIPMENT FOOTINGS. ATTACH TOEXISTING CURB, PER 4/S4.01.

4. EXISTING CURB PERIMITER AND BLOCKING,
TO REMAIN.

5. 1/4" NEOPRENE PAD, ENTIRE LENGTH OF
UNISTRUT.

6. (N) 20 GAUGE SHEET METAL COVER, PER
13/M6.01.

7. (E) ROOFING.

NOTE: MAINTAIN CLEARANCESREQUIRED BY MANUFACTURER.
1 2
3 WOOD STRUCTURE
2-1/2" MIN.
2"
2" MIN.

1. WOOD FRAMING MEMBER OR
4x4 BLOCKING.

2. (2) # 10 CADMIUM PLATED
SCREWS WITH 1" MIN.

PENETRATION.

3. 1" x 18 GA. GALV. S.M. STRAP.
1 2
3 5

S/M STRAP ATTACHMENT
4 6
7 03
06 05
ROUND DUCT SUPPORT N.T.S 04

1. 1"x22 GA. GALV. S.M. STRAP, ATTACH
TO STRUCTURE WITH (2) #10x1-1/4"
CADMIUM PLATED SCREWS.

2. 1/4"Ø THRU BOLT WITH LOCK
WASHER AND NUT.

3. ROUND DUCTWORK, SEE PLAN FOR
SIZE.
1 2
3 NOTES:

A. DUCT SUPPORTS SHALL BE 10'-0" O.C.

B. ALL DUCTS ARE LESS THAN 33"Ø,
WEIGH 10 LBS./FT. OR LESS AND WILL
NOT IMPACT OTHER DUCTS OREQUIPMENT SO THEY DON'T REQUIREDIAGONAL BRACING PER OPM-0295-13.

N.T.S SUSPENDED HORIZONTAL FAN COIL
1 1

1. FLEX CONNECTION. (TYPICAL)

2. RETURN AIR DUCT. SEE PLAN FOR
CONTINUATION AND SIZE.

3. WOOD FRAMING MEMBERS OR BLOCKING,
PER STRUCTURAL.

4. GALVANIZED SHEET METAL RETURN AIR
PLENUM WITH ACOUSTICAL LINING.

5. FILTER ACCESS PANEL, PROVIDED BY.

MFGR.

6. HORIZONTAL FAN COIL - SEE MECH. PLAN.

7. COIL CONNECTION - SEE MECH. PLAN.

8. GALVANIZED SHEET METAL SUPPLY AIR
PLENUM WITH ACOUSTICAL LINING.

9. PROVIDE SHEET METAL SUSPENDED DRIP
PAN.

10. SUPPLY AIR DUCT. SEE PLAN FOR
CONTINUATION AND SIZE.

11. 10 GA. SEISMIC CABLE BRACE, W/ (3) TIGHT

TURNS AT STEEP STRAP CONNECTION TO
STRUCTURE.

12. PROVIDE FACTORY SPRING ISOLATION
SUSPENSION KIT.

13. HANGERS AND UPPER ATTACHMENTS TO
STRUCTURE, PER STRUCTURAL DETAIL5/S4.01.

14. OUTSIDE AIR DUCT WITH DAMPER, SEE PLAN
FOR CONTINUATION AND SIZE.

15. DUCT SUPPORT (TYPICAL).16. (E) ROOF.17. 2X BLOCKING, PER STRUCTURAL.18. STEEP STRAP, 2" WIDE X 16GA W/ (4) #8 WS. 4 5 6 7 8
16 3
11 12
10 13 9
2 1
14 N.T.S
13 07
(SUPPLY OR RETURN) N.T.SDIFFUSER INSTALL 08

1. SUPPORT WITH (4) 1" x 18
GA. S.M. STRAPS. SECURE

STRAPS TO CUSHIONHEAD
W/ (2) #10 S.M. SCREWS AND
TO STRUCT. PER DET.
05/M6.01.

2. (BRANCH SIZE + 2") x
(NECK SIZE +2")

3. CUSHIONHEAD BOX WITH
MINIMUM 2" LINING.

4. 2x WOOD BLOCKING OR (E)
CEILING FRAMING.

5. METAL SLEEVE OR SPIN-IN
FITTING.

6. INSULATED FLEXIBLE AIR

DUCT RUN-OUT, SEE

MECHANICAL PLAN FOR
SIZE.

7. AIR CONTROL GRID SET AT
90° TO AIR STREAM OR
PLANE OF ELBOW. (IF

APPLICABLE)

8. #10 S.M. SCREW, SECURE
PER DIFFUSER MNFG.REQUIREMENTS.

9. TYPICAL SQUARE NECK

SUPPLY OR RETURN AIR
DIFFUSER.

10. (E) GYP. BD. CEILING.

NOTE: VERIFY CEILING TYPE, PROVIDE APPROPRIATEDIFFUSER FRAME AND INSTALLATION.

OPTION 1: FLEX DUCT RUN-OUT TO TOP OF GRILLE WITH
C OF ELBOW RADIUS MINIMUM 150% OF DUCT DIAMETER.

IF SPACE IS NOT AVAILABLE THEN USE OPTION 2,
CUSHIONHEAD.
1 2
3 4
8 9 10
75 6
6" MIN.

EXPOSED DUCT SUPPORT N.T.S 09

1. (E) 2x ROOF FRAMING @ 24" O.C.

2. LOCK NUT & WASHER. (TYP.)

3. L3"x3"x1/4"x0'-3" WITH 3/8" NUT

ON ROD AT EACH SIDE OF
ANGLE. (TYP.)

4. 4x BLOCKING WITH U44 JOIST
HANGER EACH END. (TYP.)

5. L1"x1"x12 GA. SWAY BRACE IN
(2) DIRECTIONS.

6. 1"x18 GA. S.M. STRAP @ 8'-0"
O.C. MAX.

7. TYPICAL SPIRAL DUCT (MAX.
28"Ø).

8. NUT, WASHER & LOCK NUT.
(TYP.)

9. 3/8"Ø ALL THREAD ROD, TYP.
(8'-0" MAX. SPACING).

10. 3/8"Ø ROD COUPLING. (TYP.)11. 3/8"Ø x 6" THRU BOLT

CENTERED IN BLOCKING WITH
LOCK WASHER AND NUT. (TYP.)
1 2
3 456
11 10
987
1 1
EXHAUST FAN CEILING MOUNTING N.T.S 10

1. ROUND GALVANIZED SHEET METAL DUCT

THRU ROOF, SEE MECHANICAL PLAN FOR
SIZE.

2. ROUND GALVANIZED SHEET METAL 90°
ELBOW.

3. 2x WOOD FRAMING OR 2x BLOCKING WITH
U24 EACH END TO FRAMING.

4. GYPSUM BOARD CEILING, SEE ARCH.

DRAWINGS.

5. SQUARE TO ROUND GALVANIZED SHEET
METAL TRANSITION.

6. MOLDED WHITE PLASTIC GRILLE
FURNISHED WITH EXHAUST FAN.

7. GRILLE BUTTON FURNISHED WITH FAN.

8. ADJUSTABLE MOUNTING FLANGE ON EACH
SIDE, FURNISHED WITH EXHAUST FAN.

9. 1/4"Ø x 1-1/2" LAG SCREW INTO WOOD
FRAMING OR BLOCKING.

10. CEILING MOUNTED EXHAUST FAN.11. #7 x 1/2"Ø SHEET METAL SCREWS MIN. 4" O.C., TAPE WITH 2" HARDCAST TAPE

12. INTEGRAL BACKDRAFT DAMPER.13. DUCT SUPPORT PER DETAIL 04/M6.01. 1 2
3 4 5 6 7
8 12 10 9
11 30 LBS.

MAX. WT.
13 ROOF EXHAUST FAN ON NEW CURB N.T.S

1. EXHAUST FAN.

2. 2" x 1/4" CONTINUOUS DENSE
NEOPRENE SPONGE GASKET.

3. 1/4" DIA. SHEET METAL
SCREW, (2) EACH SIDE.

4. FLASHING.

5. FACTORY CURB.

6. SILICONE SEAL BOLT HEAD.

7. SILICONE SEAL.

8. 3/8" DIA. LAG BOLT WITH 3"
PENETRATION. (ONE PER

CORNER)

9. STRUCTURAL BL0CKING, SEE
STRUCT. DWGS.

10. ROOF - SEE ARCH. DWGS.11. EXHAUST DUCT.12. FLASHING AND

WATERPROOFING, PER
ARCHITECTURAL.
1 2
3 4
5 67
8 9
10 11
EXHAUST ROOF CAP N.T.S 15INTAKE HOOD ON NEW CURB N.T.S

1. RELIEF HOOD, SEE MECH.

PLAN.

2. FACTORY ROOF CURB

3. #12 SMS LAG SCREW.

4. 2x WOOD LEVELING BLOCK,
SHAPED TO MATCH ROOFSLOPE.

5. 4x4 BLKG W/ U HGR SSD EA.

END.

6. 22 GA. GALV. SHEET METAL
DUCT WITH ELBOW, SEE MECH.PLAN.

7. ROOF FLASHING AND

WATERPROOFING (UP CURB
FACE AND UNDER CAP). SEE
ARCH. DWGS.

8. 1/2"Ø BOLT W/ WASHER & NUT
THRU STRUCT. AT 24" O.C.

9. BACKDRAFT DAMPER.

10. FINISHED ROOF, SEE ARCH.

DWGS.

11. CEILING, SEE ARCH. DWGS.12. DUCT STRAP HANGER, PER
SMACNA STANDARDS.

13. DUCT CONTINUATION TO FAN
COILS.
16 1
2 3
4 5
6 12
7 8
10 9
13 11

1. EXHAUST HOOD, SEE MECH.

PLAN.

2. FACTORY ROOF CURB .

3. #12 SMS LAG SCREW.

4. 2x WOOD LEVELING BLOCK,
SHAPED TO MATCH ROOFSLOPE.

5. 4x4 BLKG W/ U HGR SSD EA.

END.

6. 22 GA. GALV. SHEET METAL
DUCT WITH ELBOW, SEE MECH.PLAN.

7. ROOF FLASHING AND WATER

PROOFING (UP CURB FACE
AND UNDER CAP). SEE ARCH.

DWGS.

8. 1/2"Ø BOLT W/ WASHER & NUT
THRU STRUCT. AT 24" O.C.

9. BACKDRAFT DAMPER.

10. FINISHED ROOF, SEE ARCH.

DWGS.

11. CEILING, SEE ARCH. DWGS.12. DUCT STRAP HANGER, PER
SMACNA STANDARDS.

13. DUCT CONTINUATION TO

EXHAUST FANS
12 1
2 3
4 5
6 12
7 8
10 9
13 11
14 ROOF EQUIPMENT PLATFORM ON EXISTING CURB N.T.S 13HEAT PUMP ON EXISTING CURB N.T.SHEAT PUMP ON NEW CURB N.T.S

1. AIR CONDITIONING UNIT.

2. UNIT BASE RAIL, SEE MANUFACTURER'S
CUT SHEET.

3. MANUFACTURER'S HOLD DOWN S-CLIP.
16 GA. GALVANIZED STEEL. 4 PER LONG
SIDE, AT EACH CORNER, 8 TOTAL.

4. GALVANIZED S/M FLASHING.

5. 2"x1/4" CONTINUOUS DENSE NEOPRENE
SPONGE GASKET.

6. (E) CURB.

7. MINIMUM R-13 RIGID INSULATION.

8. #10x1/2 TEK SCREWS, 3 PER S-CLIP, 12
TOTAL ON EACH LONG SIDE. AT EACH
HOLD DOWN S-CLIP.

9. (E) ROOF

10. 1-1/2" RIGID INSULATION COMPATIBLE
WITH ROOFING.

11. FLASHING AND WATERPROOFING, SEE
ARCHITECTURAL.

12. (E) BLOCKING OR WOOD FRAMING.13. (E) ATTACHMENT TO STRUCTURE.14. (E) WOOD LEVELING BLOCK

1. AIR CONDITIONING UNIT.

2. UNIT BASE RAIL, SEE MANUFACTURER'S
CUT SHEET.

3. MANUFACTURER'S HOLD DOWN S-CLIP.
16 GA. GALVANIZED STEEL. 4 PER
LONG SIDE, AT EACH CORNER, 8 TOTAL.

4. GALVANIZED S/M FLASHING.

5. 2"x1/4" CONTINUOUS DENSE NEOPRENE
SPONGE GASKET.

6. (N) METAL ROOF CURB, BY FACTORY.

7. MINIMUM R-13 RIGID INSULATION.

8. #10x1/2 TEK SCREWS, 3 PER S-CLIP, 12
TOTAL ON EACH LONG SIDE. AT EACH
HOLD DOWN S-CLIP.

9. (E) ROOF

10. 1-1/2" RIGID INSULATION COMPATIBLE
WITH ROOFING.

11. FLASHING AND WATERPROOFING, SEE
ARCHITECTURAL PLANS.

12. BLOCKING, SEE STRUCTURAL PLANS.13. 1/2"Ø GALV. LAG SCREW @ 12"O.C.14. 2X WOOD LEVELING BLOCK, RIP AS NEEDED FOR LEVEL CURB SURFACE.
1 2
83 4
11 9
13 12
7 10
685

1. 20 GA. GALV. SHT MTL. COVER, LAP,
FOLD, & SOLDER ALL HORIZ. JOINTS

2. LEVEL 1-1/8" PLYWOOD PLATFORM

3. #10 GALV. SCREWS. @ 12" O.C. (MIN 1"
EMBED). SEAL WATER TIGHT.

4. GALVANIZED S/M FLASHING.

5. FLASHING AND WATERPROOFING, SEE
ARCHITECTURAL.

6. (E) CURB.

7. MINIMUM R-13 RIGID INSULATION.

8. (E) ROOF

9. 1-1/2" RIGID INSULATION COMPATIBLE
WITH ROOFING.

10. (E) BLOCKING OR WOOD FRAMING.11. (E) ATTACHMENT TO STRUCTURE.12. (E) LEVELING BLOCK 1 2
83 4
11 9
13 12
7 10
68511
10 7
1 34
5 8
2 3
12 9
6 1211
ROOF EQUIPMENT PLATFORM N.T.S

1. 20 GA. GALV. SHT MTL. COVER, LAP, FOLD,
& SOLDER ALL HORIZ. JOINTS.

2. 1/2" DIA. GALV. BLOT, OR 1/2" ALLTHREAD
ROD, W/ DOUBLE NUT & WASHER EACHEND AT 24" O.C. (MIN. 2 EA. SIDE WITHIN 9" OF EA. END OF RAIL).

3. 4x D.F. SUPPORT RAIL ALL AROUND.

SHAPED FOR ROOF SLOPE.

4. ROOF, FLASHING AND WATERPROOFING,
SEE ARCHITECTURAL PLANS.

5. LEVEL 1-1/8" PLYWOOD PLATFORM.

6. 4x6 BLOCKING W/ (2) A34 EACH END
(STAGGER VERTICALLY).

7. 2x6 CROSS BRACING WITH SIMPSON U26
HANGER BRACKET AT 12" O.C.

8. COUNTERSINK BOLT HEAD AND WASHER.

9. 10d AT 4" O.C. AT EDGES AND FIELD.

10. R-19 BATT INSULATION.
*

VERIFY UNIT DIMENSIONS AND COORDINATE PLATFORM SIZE WITH GENERAL CONTRACTOR TO BE BUILT ACCORDINGLY. SHEET METALCOVER SHALL BE BUILT SO RAIN WATER RUNS OFF PLATFORM. 8" MIN.
10" MAX 3
4 2
1 9
7 9 6
5 8
* SIZE VARIES
LEVEL
10 17
17 18
14 14
NOTE: REFER TO STRUCTURAL PLANS AND CALCULATIONS FOR UNIT ATTACHMENTDETAILS TO MEET ALL REQUIREMENTS OF ASCE 7-16 13.1.4 AND 13.6.A NOTE: REFER TO STRUCTURAL PLANS AND CALCULATIONS FOR UNIT ATTACHMENTDETAILS TO MEET ALL REQUIREMENTS OF ASCE 7-16 13.1.4 AND 13.6.A NOTE: REFER TO STRUCTURAL PLANS AND CALCULATIONS FOR UNIT ATTACHMENTDETAILS TO MEET ALL REQUIREMENTS OF ASCE 7-16 13.1.4 AND 13.6.A COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Robert Bottino
on Jun 19, 2025

PLUMBING & MECHANICAL
By:

City of Sacramento Plan Review

APPROVED
Vincent Wang
on Jul 01, 2025

STRUCTURAL
By:

Sacramento City CouncilOctober 7, 2025

Sacramento City Council
October 7, 2025