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 3

SHEET INDEX
P0.00 PLUMBING SHEET INDEX, SCHEDULES, LEGEND & NOTESP1.01P2.01 PLUMBING FLOOR PLANP3.01 PLUMBING ROOF PLAN - DEMOLITION M

PLUMBING DEMOLITION FLOOR PLAN

PLUMBING LEGEND
SYMBOL ITEM ABBR.

DOMESTIC COLD WATER CW

DOMESTIC HOT WATER HWDOMESTIC HW RETURN HWREXISTING PIPINGPOINT OF CONNECTION POC

CONDENSATE DRAIN VCDSHUT-OFF VALVE IN BOX SOV

PIPING RISE OBDPIPING DROP BDD

SOIL OR WASTE S OR W

VENT VVENT THRU ROOF VTR

GREASE WASTE GW

ACID WASTE AWACID VENT AVACID VENT THRU ROOF AVTR

FLOOR CLEANOUT FCO

CLEANOUT TO GRADE COTG

WALL CLEANOUT WCO

HOSE BIBB HBROOF DRAIN RD

OVERFLOW DRAIN OD

DOWN SPOUT DSUNDERGROUND UG

TRAP PRIMER TP

STORM DRAIN SD
(E) EXISTING EXIST.
(N) NEW NEW

UNDERFLOOR UF

OVERHEAD OH

RELIEFDRAIN

CONDENSATE DRAIN CLEANOUT COSECONDARY CONDENSATE DRAIN

FURNACE CONDENSATE

GAS SHUT OFF VALVE GSOV

SAFETY RELIEF VALVE

GATE VALVE GV

PLUG VALVE

BALL VALVE

PRESSURE GAUGE PGFIRE WALL PENETRATION

CONDENSATE DRAIN TRAP CDT

LIQUIFIED PETROLEUM GAS LPGNATURAL GAS G

FIRE SPRINKLER RISER FSRFIRE SPRINKLER LINE FSLFIRE DEPARTMENT CONNECTION FDCFINISHED FLOOR FF ABOVE FINISHED FLOOR AFFABOVE FINISHED GRADE AFGABOVE CEILING AB.C.

CEILING CLGCONTINUATION CONT.

DRAWING DWGEACH EAFEET FTHORSEPOWER HP

INVERT ELEVATION IVT

KILOWATTS KWMECHANICAL MECH

SQUARE FEET SF

TYPICAL TYPTRANSFORMER TF

NUMBERUNIT ABBREVIATIONFIXTURE DESIGNATION
S
1 SHEET NO. WHERE SHOWNDETAIL NUMBERDETAIL DESIGNATION
01 M-1
C
W
S
V
GW
AW
AV
RD
OD
TP
SD
R
D
SD
FC
P
LPG
G
FSL
TF

PLUMBING FIXTURE SCHEDULE
MARK FIXTURE S or W V CW HW DESCRIPTION
WATER
CLOSET
(ACCESS.)
3" 2" 1/2" --
ZURN Z5561 PRESSURE ASSIST FLOOR MOUNTED TWO-PIECE
ELONGATED 17" HIGH FLUSH TANK TOILET WITH Z5955SS-EL SOLIDPLASTIC OPEN FRONT SEAT LESS COVER, STAINLESS STEEL HINGEPOSTS AND FASTENERS, AND SELF-SUSTAINING HINGES. THEFLUSH HANDLE TO BE MOUNTED ON WIDE SIDE OF STALL, 1.1 GPF.

CBC COMPLIANT.

WATER
CLOSET 3" 2" 1/2" --
ZURN Z5571 PRESSURE ASSIST FLOOR MOUNTED TWO-PIECE
ELONGATED 15-3/8" HIGH FLUSH TANK TOILET WITH Z5955SS-EL

SOLID PLASTIC OPEN FRONT SEAT LESS COVER, STAINLESS STEEL HINGE POSTS AND FASTENERS, AND SELF-SUSTAINING HINGES.

1.1 GPF. CBC COMPLIANT.

URINAL
(ACCESS.) 2" 1-1/2" 3/4" --
ZURN Z5738-U WALL MOUNTED LOW CONSUMPTION URINAL.

VITREOUS CHINA. WITH Z6003AV-ULF MANUAL FLUSH VALVE,

0.125 GPF. CONCEALED RETROFIT WALL BRACKET. SEE ARCH.

SHEETS FOR MOUNTING HEIGHT. CBC COMPLIANT FOR ACCESS.

LAVATORY
(ACCESS.) 2" 1-1/2" 1/2" --
ZURN Z5364, WALL-HUNG, 20"X18" VITREOUS CHINA WITH
BACKSPLASH & WALL BRACKET, HOLES ON 4" CENTERS ZURN
Z6915XL-TMV-HW6 HARDWIRED SENSOR FAUCET WITH 0.35 GPM
FLOW RESTRICTOR ADJUSTED TO STAY OPEN 10 SECONDS.PERFORATED GRID DRAIN, P-TRAP, SPEEDWAY COMPRESSION WALL STOP & SUPPLY TUBING. ZURN Z1253 WALL MOUNT CARRIERWITH CONCEALED ARMS AND 1/2" BOLTS MOUNTED PER DETAIL 08/P7.01. CONTRACTOR SHALL COORDINATE WITH WALL FRAMER
TO AVOID CONFLICT WITH CARRIER. IPS LAV SHIELD TO BE

MOUNTED BELOW, CONTRACTOR TO INSURE WIRING AND WATER

HEATER (IF APPLICABLE TO BE INSTALLED WITHIN THE CONFINES OF THE SHIELD. SEE ARCH. SHEETS FOR MOUNTING HEIGHT. CBCCOMPLIANT FOR ACCESS.

LAVATORY
(ACCESS.) 2" 1-1/2" 1/2" --
ZURN Z5220, UNDERMOUNT LAVATORY, 19"X16"X5", HOLES ON 4" CENTERS, ZURN Z6915XL-TMV-HW6 HARDWIRED SENSOR FAUCET
WITH 0.35 GPM FLOW RESTRICTOR ADJUSTED TO STAY OPEN 10
SECONDS. PERFORATED GRID DRAIN, P-TRAP, SPEEDWAYCOMPRESSION WALL STOP & SUPPLY TUBING. CBC COMPLIANT.

SINK 2" 1-1/2" 1/2" 1/2"
JUST SLADA1921A65-J, 19-1/2"X22"X6-1/2", 18 GA STAINLESS STEEL SINGLE COMPARTMENT, 14"X18"X6-1/2, 1-HOLE PUNCH WITH ZURN Z826B1-XL-22F GOOSENECK FAUCET WITH 1.0 GPM FLOW
RESTRICTOR WITH ANTI-ROTATION PINS, J-35-FS PERFORATED

GRID DRAIN, SPEEDWAY COMPRESSION WALL STOPS & SUPPLY,
P-TRAP. CBC COMPLIANT FOR ACCESS.

DRINKING

FOUNTAIN
(ACCESS.)
2" 1-1/2" 1/2" --
ELKAY MODEL LZWS-EDFP217K W/ BOTTLE FILLER. WALL-HUNG

VANDAL RESISTANT HIGH-LOW UNIT, HANGER BRACKET &
STAINLESS STEEL RECEPTOR. 1 FLA, 15 WATTS, 115V/ 60 HZ. CBCCOMPLIANT FOR ACCESS. STAINLESS STEEL CABINET.

SUPPLY BOX -- -- 1/2" -- SPECIALTY PRODUCTS #OB504 RECESSED METAL WATER SUPPLY BOX WITH SHUT-OFF VALVE.

MOP
SINK 3" 1-1/2" 3/4" 3/4" ZURN MS2620-DF1 FLOOR MOUNTED MULTI-PURPOSE SINK WITH DUAL HANDLE DECK FAUCET WITH WALL BRACE, P-TRAP.

FLOOR DRAIN 2" 1-1/2" TP --
ZURN ZN415B, COATED CAST IRON FLOOR DRAIN WITH 5" ROUND NICKEL BRONZE STRAINER AND NO-HUB OUTLET. TRAP PRIMER
CONNECTION.

TRAP PRIMER -- -- 1/2" --
PRECISION PLUMBING PRODUCTS INC. P1-500 TRAP PRIMER VALVE WITH DISTRIBUTION UNIT AND INTEGRAL VACUUM BREAKER.

PROVIDE INLET BALL VALVE AND ACCESS PANEL. SEE PLANS FOR NO. OF TRAPS SERVED (MAXIMUM OF 4).

WATER
HEATER -- -- 3/4" 3/4"
RHEEM EGSP 30 - 30 GALLON STORAGE CAPACITY, 30 GPHRECOVERY RATE AT 80°F TEMP. RISE WITH 6000 WATT ELEMENT,

28.8 AMPS, 208/1 PHASE AND 3/4" T&P RELIEF VALVE. OPERATING WEIGHT 400 LBS. C.E.C. APPROVED. MINIMUM ENERGY FACTOR
SHALL BE 0.93.

CIRCULATION
PUMP -- -- -- 3/4"
GRUNDFOS UPS 15-35-SFC , 5 GPM AT 8 FT. OF HEAD, BRONZE CONSTRUCTION WITH FLANGE CONNECTION, 1/6 HP, 115V/ 1 PH.,

2.1 AMPS, 3300 RPM. PROVIDE WITH TC-1 TIMER KIT & AQUASTAT.

INSTANT
WATER
HEATER
-- -- 1/2" 1/2" CHRONOMITE CM-15L/208, 208 V/ 1 PH, 15 AMPS, 3120 WATTS, 61 DEG RISE AT 0.35 GPM. MOUNT BELOW LAVATORY

INSTANT
WATER
HEATER
-- -- 1/2" 1/2" CHRONOMITE CM-40L/208, 208 V/ 1 PH, 40 AMPS, 8320 WATTS, 57 DEG RISE AT 1.0 GPM ROOF

HYDRANT
-- -- 3/4" --

WOODFORD MODEL SRH-MS, FREEZE PROOF ROOF HYDRANT W/
MODEL 50H-BR DOUBLE CHECK BACKFLOW PREVENTER. PROVIDE

WITH MOUNTING SYSTEM COMPLETE WITH UNDER DECK FLANGE
AND EPDM BOOT COVER.

WC
1 WC
2 U
1 L1L2
S
1 DF
1 SB
1 MS
1 FD
1 TP
1 WH
1 CP
1 IWH
1 IWH
2 HB
1 NOTES:

1. ALL PLUMBING FIXTURES, FLUSH VALVES, FAUCETS, FLOOR DRAINS, FLOOR SINKS, DRINKING FOUNTAINS, ETC. SHALL BE VANDAL RESISTANT.

2. ALL PLUMBING FIXTURES SHALL COMPLY WITH CAL GREEN FLOW RATES FOR 20 PERCENT FLOW RATE REDUCTION PER TABLE

5.303.2.3.

3. FIXTURES WITH HARD WIRED SENSORS: PLUMBER TO PROVIDE TRANSFORMER AND INSTALL ALL LOW VOLTAGE WIRING. ELECTRICAL TO PROVIDE POWER TO TRANSFORMER. PROVIDE A TRANSFORMER FOR UP TO 8 SENSORS WITH MAXIMUM DISTANCE OF 20 FT FROMTRANSFORMER TO SENSOR. TRANSFORMER TO BE MOUNTED IN A 4"X4" JUNCTION BOX MOUNTED AT +18" A.F.F. WITH A BLANK STAINLESS STEEL COVER PLATE. All WIRE TO BE CONCEALED IN CONDUIT WITHIN WALL. WIRING AT WALL HUNG FIXTURES SHALL BE PROTECTED FROM VANDALISM.

4. PROVIDE SEPARATE STOP VALVES AT SINKS FOR FAUCETS, BUBBLERS, DISHWASHER, EYEWASHES, ETC.

5. PROVIDE WRAP BELOW ALL ADA LAVATORIES AND SINKS. HOT AND COLD-WATER SUPPLY AND DRAIN PIPES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVS OR SINKS.

CAL GREEN REQUIREMENTS

THE FOLLOWING SHALL BE REQUIRED WHETHER OR NOT SPECIFICALLY SHOWN OR MENTIONED IN DRAWINGS AND/OR SPECIFICATIONS:

5.303.1 METERS: SEPARATE SUBMETERS OR METERING DEVICES SHALL BE INSTALLED FOR USES DESCRIBED IN SECTIONS 5.303.1.1 AND 5.303.1.2.

5.303.1.1 NEW BUILDINGS OR ADDITIONS IN EXCESS OF 50,000 SQUARE FEET:

1. FOR EACH INDIVIDUAL LEASED, RENTED, OR OTHER TENANT SPACE WITHIN THE BUILDING PROJECTED TO CONSUME MORE THAN 100 GAL/DAY, INCLUDING, BUT NOTLIMITED TO, SPACES USED FOR LAUNDRY OR CLEANERS, RESTAURANT OR FOOD SERVICE, MEDICAL OR DENTAL OFFICE, LABORATORY, OR BEAUTY SALON OR BARBERSHOP.

2. WHERE SEPARATE SUBMETERS FOR INDIVIDUAL BUILDING TENANTS ARE UNFEASIBLE, FOR WATER SUPPLIED TO THE FOLLOWING SUBSYSTEMS:
a. MAKE-UP WATER FOR COOLING TOWERS WHERE FLOW THROUGH IS GREATER THAN 500 GPM.
b. MAKE-UP WATER FOR EVAPORATIVE COOLERS GREATER THAN 6 GPM. c. STEAM AND HOT-WATER BOILERS WITH ENERGY INPUT MORE THAN 500,000 BTU/H.

5.303.1.2 EXCESS CONSUMPTION: A SEPARATE SUBMETER OR METERING DEVICE SHALL BE PROVIDED FOR ANY TENANT WITHIN A NEW BUILDING OR WITHIN AN ADDITION THAT ISPROJECTED TO CONSUME MORE THAN 1,000 GAL/DAY.

5.303.2 RESERVED5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS: PLUMBING FIXTURES (WATER

CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL COMPLY WITH THE FOLLOWING:

5.303.3.1 WATER CLOSETS: THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. TANK-TYPE WATER CLOSETS SHALL BE CERTIFIED TO THEPERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR TANK-TYPE TOILETS. NOTE: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH.

5.303.3.2 URINALS:

5.303.3.2.1 WALL-MOUNTED URINALS: THE EFFECTIVE FLUSH VOLUME OF WALL-MOUNTED URINALS SHALL NOT EXCEED 0.125 GALLONS PER FLUSH.

5.303.3.2.2 FLOOR-MOUNTED URINALS: THE EFFECTIVE FLUSH VOLUME OF FLOOR-MOUNTED URINALS SHALL NOT EXCEED 0.5 GALLONS PER FLUSH.

5.303.3.3 SHOWERHEADS:

5.303.3.3.1 SINGLE SHOWERHEAD: SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 2.0 GALLONS PER MINUTE AT 80 PSI. SHOWERHEADS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR SHOWERHEADS.

5.303.3.3.2 MULTIPLE SHOWERHEADS SERVING ONE SHOWER: WHEN A SHOWER IS SERVED

BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME. NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD.

5.303.3.4 FAUCETS AND FOUNTAINS:

5.303.3.4.1 NONRESIDENTIAL LAVATORY FAUCETS: LAVATORY FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 0.5 GALLONS PER MINUTE AT 60 PSI.

5.303.3.4.2 KITCHEN FAUCETS: KITCHEN FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PERMINUTE AT 60 PSI.

5.303.3.4.3 WASH FOUNTAINS: WASH FOUNTAINS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE/20 [RIM SPACE (INCHES) AT 60 PSI].

5.303.3.4.4 METERING FAUCETS: METERING FAUCETS SHALL NOT DELIVER MORE THAN 0.20 GALLONS PER CYCLE.

5.303.3.4.5 METERING FAUCETS FOR WASH FOUNTAINS: METERING FAUCETS FOR WASH FOUNTAINS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 0.20 GALLONS PER CYCLE/20 [RIM SPACE (INCHES) AT 60 PSI].

NOTE: WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAYBE USED TO ACHIEVE REDUCTION.

MEP COMPONENT ANCHORAGE NOTE

ALL MECHANICAL, PLUMBING AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. THE FOLLOWING COMPONENTS

SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2022 CBC, SECTIONS 1617A.1.18 THROUGH 1617A.1.26 AND ASCE 7-16 CHAPTER 13, 26 AND 30:

1. ALL PERMANENT EQUIPMENT AND COMPONENTS.

2. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT THAT IS PERMANENTLY ATTACHED (e.g. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRIC, GAS OR WATER. "PERMANENTLY ATTACHED" SHALL INCLUDE ALL ELECTRICAL CONNECTIONS EXCEPT PLUGS FOR 110/220 VOLT RECEPTACLES HAVING A FLEXIBLE CABLE.

3. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT WHICH IS HEAVIER THAN 400 POUNDS OR HAS A CENTER OF MASS LOCATED 4 FEET OR MORE ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT

DIRECTLY SUPPORT THE COMPONENT IS REQUIRED TO BE RESTRAINED IN A MANNER APPROVED BY DSA.

THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE BUT NEED NOT DEMONSTRATE DESIGN COMPLIANCE WITH THE REFERENCES NOTED ABOVE.

THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT. FLEXIBLE CONNECTIONS MUST ALLOW MOVEMENT IN BOTH TRANSVERSE AND LONGITUDINAL DIRECTIONS:

A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THECOMPONENT.

B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUND PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.

THE ANCHORAGE OF ALL MECHANICAL, ELECTRICAL AND PLUMBING COMPONENTS SHALL BE SUBJECT TOTHE APPROVAL OF THE DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE OR STRUCTURAL ENGINEER DELEGATED RESPONSIBILITY AND ACCEPTANCE BY DSA. THE PROJECT INSPECTOR WILL

VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS.

PIPING, DUCTWORK, AND ELECTRICAL

DISTRIBUTION SYSTEM BRACING NOTE
PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THEFORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-16 SECTION 13.3 AS DEFINED IN ASCE 7-16 SECTION

13.6.5, 13.6.6, 13.6.7, 13.6.8; AND 2022 CBC, SECTION 1617A.1.24, 1617A.1.25, AND 1617A.1.26.

SYSTEM INSTALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO START OF AND DURING THE HANGING AND BRACING OF DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OFRECORD SHALL VERIFY ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.

MECHANICAL PIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIPING (PP), ELECTRICAL DISTRIBUTION SYSTEMS (E):

MP MD PP E OPTION 1: DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECIFIC NOTES AND DETAILS.

MP MD PP E OPTION 2: SHALL COMPLY WITH HCAi (OSHPD) PREAPPROVAL (OPM #) #__________.

AS INCLUDED IN THESE DRAWINGS WITH PROJECT-SPECIFIC NOTES AND DETAILS.

H.W. DEMAND
ITEM QTY. GPH TOTAL GPH
LAVATORY 5 5.0 25.0MOP SINK 1 30.0 30.0
SINK 2 10.0 20.0
DISHWASHER 1 15.0 15.0
TOTAL GPH 90.0
MAXIMUM DEMAND 90.0MAXIMUM DEMAND FACTOR (%) X MAX. DEMAND (GPH) 30 27.0MAXIMUM STORAGE FACTOR (%) X 1.0 27.0 WATER HEATER TO MEET GPH @ 80° TEMP RISE 27.0 WATER HEATER(S) STORAGE GALLONS - P3.02 PLUMBING ROOF PLAN - NEWP6.01 PLUMBING DETAILS
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Robert Bottino
on Jun 19, 2025

PLUMBING & MECHANICAL
By:

FIRE RISER
36 1
2 3
1 1 1
1 4 5
7 7
1 6
1 8
9 9
11 11
10 10 12
13 (E) AC (ON ROOF,

TYPICAL)
(E) 3/4"Ø
(E) 3/4"Ø(E) 3/4"Ø(E) 3/4"Ø
(E) 3/4"Ø
(E) 3/4"Ø
(E) 3/4"Ø
(E) 3/4"Ø
(E) 3/4"Ø
(E) 3/4"Ø
(E) 1-1/4"Ø
(E) 1"Ø (E) 3/4"Ø
(E) 3/4"Ø (E) 3/4"Ø
(E) DRYWELL
(E) 1-1/4"Ø
(E) DRYWELL
POD
(E) 3/4"Ø
(E) 1"Ø(E) 1"Ø
(E) 1-1/4"Ø(E) 1-1/4"Ø(E) 1-1/4"Ø
(E) 1-1/4"Ø
(E) 3/4" CD (UP TO ROOF,

TYPICAL)
CD
CD
CD
CD
CD
CD
CD

CD CD CD
CD
CD
CD14
14 14
14 15 15
1 SCALE: PLUMBING DEMOLITION FLOOR PLAN 1/8" = 1'-0"
M

KEYNOTES
EXISTING FIXTURE & ROUGH-IN TO BE REMOVED AND REPLACED. EXISTING PLUMBING IN WALL TO REMAIN. SEE REMODEL PLAN FOR CONNECTION.

EXISTING SINK TO REMAIN. GARBAGE DISPOSAL TO BE REMOVED.EXISTING DISHWASHER TO REMAIN.EXISTING WATER HEATER, CIRCULATING PUMP AND FLUE TO BE REMOVED. GAS LINE TO BE CAPPED. COLD AND HOT WATER LINES TO REMAIN. SEE REMODELPLAN FOR CONNECTION.

EXISTING GAS PIPE TO BE CAPPED AT GAS METER. CONTRACTOR TO REMOVED THE GAS METER FOR RETURN TO UTILITY. COORDINATE RETURN WITH OWNER.

REMOVE FIXTURE & ROUGH-IN. CAP PIPING BEHIND FINISHED SURFACE.EXISTING FLOOR CLEAN OUT TO REMAIN.EXISTING HOSEBIBB TO REMAIN.EXISTING HW BALANCE VALVE AND ACCESS PANEL TO BE REMOVED.EXISTING FLOOR DRAIN TO REMAIN. COVER TO BE REMOVED AND REPLACED.EXISTING FLOOR DRAIN TO BE REMOVED. SEE REMODEL PLAN FOR NEW FLOOR DRAIN CONNECTION.

EXISTING TRAP PRIMER TO REMAIN.EXISTING TRAP PRIMER TO BE REMOVED. SEE REMODEL PLAN FOR NEW TRAP PRIMER.DEMOLISH EXISTING CONDENSATE PIPING TO POINT OF DISCONNECT SHOWN.

CAP PIPING EXTENDED FROM DRYWELL TO BEHIND FINISHED WALL/CEILING SURFACES. CAP AND ABANDON DRYWELL IN PLACE.

CAP CONDENSATE LINE IN WALL AND ABANDON DRYWELL IN PLACE. 123456789
101112131415
NOTE

1. PLUMBING CONTRACTOR TO CAMERA AND RECORD ALL SEWER LINES TO INVESTIGATE ALL SEWER PIPES TO MAIN. CONTRACTOR TO SUBMIT REPORT OF

FINDINGS FROM CAMERA RECORDING TO OWNER PRIOR TO PROCEEDING WITH HYDROJECT CLEANING OF LINES. HYDROJET ALL SEWER LINES WITHIN THE BUILDING TO THE MAIN.

COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Robert Bottino
on Jun 19, 2025

PLUMBING & MECHANICAL
By:

CP
1 5 2
(E) 3/4" HWR
(E) 1" HW(E) 1" CW
(E) HB-1
(E) 1" CW
CD CO
CO
CO CD
10 P6.01
1 1
CDT
3 TYP. 4" 3 4" 3
3 3/4"Ø CW
(E) 3/4"Ø
(E) 3/4"Ø
(E) 3/4"Ø(E) 3/4"Ø
(E) 3/4"Ø(E) 3/4"Ø
(E) 3/4"Ø
(E) 3/4"Ø
3/4"Ø
(E) 1-1/4"Ø
3/4"Ø 3/4"Ø
(E) DRYWELL
(E) 1-1/4"Ø
(E) DRYWELL
POC
(E) 3/4"Ø
(E) 1"Ø(E) 1"Ø
(E) 1-1/4"Ø(E) 1-1/4"Ø(E) 1-1/4"Ø
(E) 3/4" CD (UP TO ROOF,

TYPICAL)
(E)CD
(E)CD
(E)CD
(E)CD
(E)CD
(E)CD (E)CD (E)CD
3/4"Ø
CD
CD CD
1-1/4"Ø
3/4"Ø

CAP (E) PIPING

CAP (E) PIPING
POC
POC
(E) 3/4"Ø
CO
CO CO
CO
(E)CO
(E)CO
3/4"Ø
CW
(E)CD
CD
3 3/4"Ø CW
CW
21 3 3
20 1
21 U
1 S
1 SB
1 (N) 2"
(N) 3/4" CW.
(E) 2"
5 5
(N) 3/4 HW
(N) 3/4 HWR
(E) 1 HW"
(E) 3/4 HWR"
(E) 1 CW
(E) 1-1/4 CW
(E) 4 S"
05 P6.01
04 P6.01
WC
1 5
WC
2 TYP.

OF 2 5
L2
TYP.

OF 2
5 L2 TYP. OF 2
WC
1 5
WC
2 TYP.

OF 3 5
4 11
14 8
17 6
9 7
(N) 1-1/2"
19 19
3/4" CW
WC
1 SB
1 L1
DF
1 L1
L1
WC
1 FD
1 IWH
2 11 10
(N) 4"
(N) 4"
(E) 1"
(N) 1" CW
(N) 3/4"
FD
1 L1
IWH
1 WC
1 IWH
1 WC
1 (E) 1"HW
(E) 1"CW
(N) 3/4" (N) 3/4" HW
(N) 3/4" HWR
(E) 3/4"HWR
(E) 4"S
(N) 4"
01 P6.01
FCO
TYP.
02 P6.01
07 P6.01
02 P6.01
07 P6.01
07 P6.01
02 P6.01
06 P6.01
08 P6.01
WCO
TYP.
04 P6.01
10 10
11 11
11 02 P6.01
TP
1 14 09 P6.01
14 16
TP
1 14 09 P6.01 16
11 12
13 12
15 17
18 (E) 3"
(N) 2" V
(N) 2" V
(N) 2" V
(N) 2" V (N) 3" V
7 6
98 10
8 13
P6.01
TYP. PIPE

SUPPORT

SIMILAR
"
(N) 3/4" CW
(N) 1" CW
(N) 1" CW
(N) 1/2" CW
(N) 2"
(N) 3"
(N) 4"
(N) 2" (N) 2"
(N) 3"
1 SCALE: PLUMBING FLOOR PLAN 1/8" = 1'-0"
M
3 SCALE: ENLARGED PLUMBING FLOOR PLAN 1/4" = 1'-0" 2 SCALE: ENLARGED PLUMBING FLOOR PLAN 1/4" = 1'-0"

KEYNOTES
ROUTE 3/4" CONDENSATE DRAIN DOWN IN WALL, ELBOW OUT AND EXTEND TO TAIL PIECE OF SINK.

INSTALL (N) WATER HEATER, EXPANSION TANK AND CIRCULATION PUMP AND CONNECT TO (E) PLUMBING WITH NEW SOV. MODIFY PLUMBING AS REQUIRED TO ACCOMMODATE NEW FIXTURE.

SLOPE PIPING 1/8" PER FOOT IN DIRECTION INDICATED.

GARBAGE DISPOSAL TO BE REMOVED DURING DEMOLITION. CONNECT EXISTING FIXTURE TO EXISTING PLUMBING SERVICES IN WALL. CASE WORK UNDER SINK BEING REMOVED, SEE ARCHITECTURAL FOR DETAILS. WRAP ALL EXPOSED PIPINGBELOW SINK WITH MIN. 2" INSULATION WITH RIGID EXTERIOR.

INSTALL (N) FIXTURE, ROUGH-IN AND CONNECT TO (E) PLUMBING. MODIFY PLUMBING AS REQUIRED TO ACCOMMODATE NEW FIXTURE.

CONNECT (N) SEWER TO (E) SEWER. FIELD VERIFY SIZE, LOCATION ANDCONDITION OF (E) SEWER LINE PRIOR TO THE START OF WORK.CONNECT (N) VENT TO (E) VENT ABOVE CEILING. FIELD VERIFY SIZE, LOCATION AND CONDITION OF (E) VENT LINE PRIOR TO THE START OF WORK.

CONNECT (N) CW TO (E) CW ABOVE CEILING. FIELD VERIFY SIZE, LOCATION ANDCONDITION OF (E) CW LINE PRIOR TO THE START OF WORK.CONNECT (N) HW TO (E) HW ABOVE CEILING. FIELD VERIFY SIZE, LOCATION ANDCONDITION OF (E) VENT LINE PRIOR TO THE START OF WORK.CONNECT 3" S, 2" V AND 1/2" CW FOR WATER CLOSET.CONNECT 2" S, 1-1/2" V, 1/2" CW & HW FOR LAVATORY/SINK.CONNECT 2" S, 1-1/2" V AND 1/2" TRAP PRIMER CONNECTION FOR FLOOR DRAIN.CONNECT 2" S, 1-1/2" V & 1/2" CW FOR EACH DRINKING FOUNTAIN. CONNECT BOTTLE FILLER.

ROUTE 1/2" CW DOWN IN WALL TO FIXTURE.

SOV'S ABOVE CEILING 12"X12" ACCESS PANEL.

ROUTE 1/2" LINE BELOW GRADE FROM TRAP PRIMER TO FLOOR DRAIN.

NEW HW BALANCE VALVE ABOVE 12"X12" ACCESS PANEL.

EXISTING 3" VTR TO REMAIN.

PROVIDE NEW COVER FOR EXISTING FLOOR DRAIN.
1-1/4" CONDENSATE DRAIN DOWN IN WALL. TERMINATE WITH ELBOW DOWN ABOVE MOP SINK WITH AIR GAP.

ROUTE 3/4" CW UP THRU ROOF TO HOSE BIBB.
123456789
101112131415161718192021
NOTE

1. PLUMBING CONTRACTOR TO CAMERA AND RECORD ALL SEWER LINES TO INVESTIGATE ALL SEWER PIPES TO MAIN. CONTRACTOR TO SUBMIT REPORT OF

FINDINGS FROM CAMERA RECORDING TO OWNER PRIOR TO PROCEEDING WITH HYDROJECT CLEANING OF LINES. HYDROJET ALL SEWER LINES WITHIN THE BUILDING TO THE MAIN.
1 COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Robert Bottino
on Jun 19, 2025

PLUMBING & MECHANICAL
By:

REFER TO

ARCHITECTURAL
PLANS.
(E) MECH
(E) REF-4
(E) OAI-1
(E) OAI-2
1 1
3 3
3 4
4 4
4 GENERAL NOTES

1. ALL EQUIPMENT SHALL BE REMOVED FROM ROOF TO ACCOMMODATE RE-ROOFING.

UNITS SHALL BE STORED IN A SECURE LOCATION, COORDINATED WITH THE OWNER.

2. FIELD VERIFY ALL CONDITIONS. REPORT ANY DISCREPANCIES/ISSUES WITH THE ARCHITECT/ENGINEER PRIOR TO PERFORMING WORK.

KEYNOTES
DEMOLISH EXISTING AC UNIT AND CORRESPONDING THERMOSTAT. CURB TO REMAIN.DEMOLISH GAS AND CONDENSATE PIPING TO BELOW ROOF DECK. PREPARE CONDENSATEPIPING FOR REUSE WITH NEW HVAC. CAP, SEAL AND ABANDON GAS PIPING WITHIN BUILDING.DEMOLISH EXISTING AC UNIT, CURB, AND CORRESPONDING THERMOSTAT. DEMOLISH GAS AND CONDENSATE PIPING TO BELOW ROOF DECK. PREPARE CONDENSATE PIPING FOR REUSE WITH NEW HVAC. CAP, SEAL AND ABANDON GAS PIPING WITHIN BUILDING.EXISTING ROOF EXHAUST FAN AND ASSOCIATED CURB. SEE MECH PLANS FOR ADDITIONAL INFORMATION.

EXISTING MECHANICAL UNIT, SEE MECH PLANS FOR ADDITIONAL INFORMATION. 1234
M
1 SCALE: PLUMBING ROOF PLAN - DEMOLITION 1/8" = 1'-0"
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Robert Bottino
on Jun 19, 2025

PLUMBING & MECHANICAL
By:

KEYNOTES
MECHANICAL UNIT. SEE MECH PLANS FOR ADDITIONAL INFORMATION.

ROUTE CONDENSATE FROM UNIT TO BELOW ROOF. ROUTE NEW CONDENSATE INTOEXISTING CONDENSATE MAIN. CONNECT INTO EXISTING CONDENSATE FROM ABOVE. (N) FREEZE PROOF HOSE BIBB. PROVIDE 3/4" COLD WATER BRANCH LINE FROM MAIN WITHIN BUILDING AND EXTEND TO LOCATION ON ROOF. COORDINATE AND FIELD VERIFY ALL CONDITIONS.
3/4" CONDENSATE PIPING FROM HVAC UNIT TO BELOW. SEE P2.01 FOR CONTINUATION. 1234
M
1 SCALE: PLUMBING ROOF PLAN - NEW 1/8" = 1'-0"
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Robert Bottino
on Jun 19, 2025

PLUMBING & MECHANICAL
By:

WOOD STUD
1/4"X8" STEEL

BACKING PLATE,
SEE DET 03/P6.01

LOCKNUT ADJUSTABLE SLEEVE

WELD STEEL BACKING

PLATE TO ADJUSTABLE

SLEEVE WHERE SUPPORT
ARMS SCREW INTO.

FINISHED FLOORFINISHED WALL

LOCKING DEVICE

LEVELING
SCREW
SEE ARCH. DWG.

SEE ARCH. DWG.

LAVATORY SUPPORT N.T.S 02

1. CENTERLINE OF FIXTURE.

2. CENTERLINE OF FIXTURE SUPPORT
HANGER.

3. 1/4"∅ FLAT HEAD WOOD SCREW W/
MIN. 2" PENETRATION. (4) PER STUD,

TYPICAL

4. 1/4" x 8" STEEL PLATE FOR FIXTURE
WALL BACKING PLATE. (2) REQUIRED
FOR MOUNTING URINAL.

5. 2x WOOD STUDS.

NOTES:

A. FOR SINGLE FIXTURE, PLATE SHALL
BE ANCHORED TO A MINIMUM OF (4)
VERTICAL STUDS.

B. FOR CONDITIONS AT BATTERY OF

FIXTURES, MOUNT ON A CONTINUOUS
STEEL PLATE. EXTEND PLATE (2)STUDS BEYOND CENTER OF END FIXTURE.

C. NOTCH STUDS 1/4" AT
NON-STRUCTURAL FURRED WALLS.MOUNT PLATE TO FACE OF STUDS

AND MODIFY FINISH MATERIAL FOR
FLUSH FINISH AT OTHER LOCATIONS.

FIXTURE SUPPORT BACKING PLATE N.T.S 03
2 1
5 4
3 1 2 4
3 5
FLOOR CLEANOUT (FCO) N.T.S

1. TOP OF CONCRETE FLOOR

2. ROUND ADJUSTABLE CAST IRON
TOP, TRACTOR COVER. SET TOP
FLUSH WITH FINISHED FLOOR.

3. C.I. 1/8 BEND

4. CAULK JOINT WITH LEAD

NO WATER TO STAND ON LIP

5. C.I. DRAIN LINE
DRINKING FOUNTAIN MOUNTING N.T.S 01

1. DRINKING FOUNTAIN

2. MOUNTING PLATE

3. 2X BLOCKING

4. 3/8" DIA. ALL THREAD STUD, NUT,

WASHER (FURNISHED W/ MOUNTING
PLATE)
SEE ARCH. DWGS.
1 2
3 4
06 INSTANTANEOUS WATER HEATER N.T.S 07WALL CLEANOUT (WCO) N.T.S

1. VENT STACK.

2. FACE OF WALL.

3. SANITARY TEE.

4. CHROME PLATED COVER &
VANDAL PROOF SCREW.

5. THREADED PLUG.6. NO-HUB COUPLING WITH
STAINLESS STEEL CLAMP.

7. DRAIN LINE.
1 2
3 4
5 6
7 COLD WATER SUPPLY BOX N.T.S

1. RECESSED WALL BOX.

2. WATER HAMMER
ARRESTER PDI-A.

3. BALL VALVE.

4. WATER INLET.

FLOOR
4 1
2 3
12"
NOTE:

USE MOUNTING BOLTS

THRU BACKING PLATE

PROVIDED WITH
URINAL.

FLUSH VALVE
SEE DETAIL 03/P6.01

FOR MOUNTING DETAIL
URINAL
SEE ARCH.

DWG.

URINAL MOUNTING N.T.S
08 05
TRAP PRIMER DETAIL N.T.S 09 04
1 2
3 4
5 6

1. LAVATORY OR
SINK.

2. SLIP-JOINT FITTING.

3. TRAP.

4. AREA CLEAR FOR
ACCESS.

5. FINISHED FLOOR.

6. 3/4" CONDENSATE
DRAIN IN WALL.

7. NEOPRENE HOSE &
CLAMPS.

8. ESCUTCHEON
PLATE.

9. WALL.

10. INSULATE SUPPLY

AND DRAIN PER
SPECIFICATIONS.

NOTE:

SEE ARCHITECT'S

DRAWINGS FOR

ACCESSIBLE
REQUIREMENTS.
9"
27" MIN.
29" MIN.

CONDENSATE TO TAILPIECE DETAIL N.T.S
1 2
3 4
5 678
10 9
11 1. UNIT CASING.

2. SLOPE HORIZONTAL LINES 1/8"
PER FOOT (MIN). PLUG TEE (CO)
AT EACH CHANGE OF DIRECTION.

3. CONNECTION TO DRAIN STUB:

NEOPRENE COVERED HOSE ATUNITS MOUNTED ON VIBRATION
ISOLATORS. NIPPLES & UNION
AT ALL OTHERS.

4. PROVIDE NIPPLE AT TEE W/ CAP.

5. DELETE WHERE UNIT HAS
INTERNAL TRAP.
1" MIN.
3" MIN.

CONDENSATE DRAIN CONNECTION N.T.S
1 3
5 4
2 12

1. LAV.

2. SENOR FAUCET

3. FAUCET ELECTRONIC MODULE

WITH SOLENOID

4. HARD WIRED POWER
CONVERTER.

5. MIXING VALVE ASSEMBLY

PROVIDED WITH FAUCET

6. INSTANTANEOUS WATER
HEATER MTD. ON WALL BELOW
LAV. OR SINK WITH: (4) 3/16"
SCREWS W/ 2" MIN.

PENETRATION INTO 2xBLOCKING OR STUDS.

7. P-TRAP.

8. ELECTRICAL J-BOX AND
CONDUIT.

9. FINISHED FLOOR LINE.

10. COLD WATER SUPPLY WITH
ESCUTCHEON AT WALL.

11. TEMPERED WATER TO
FAUCET.

12. TRU-BRO LAV SHIELD.

ATTACHED TO WALL WITH

TAMPER RESISTANT

STAINLESS STEEL SCREWS

AND WALL ANCHORS
PROVIDED BYMANUFACTURER.
1 2
3 4
6 12
9 11
5 10
78 ELECTRIC WATER HEATER DETAIL N.T.S 10

1. HOT WATER RETURN.

2. AQUASTAT MH NO. L4006A, SET TO START
AT 130°F AND STOP AT 140°F, LOCATE MIN.
10'-0" UP STREAM FROM WATER HEATER.

3. CIRCULATION PUMP - SEE PLUMBING
SCHEDULE.

4. CHECK VALVE MOUNT IN HORIZONTAL
POSITION.

5. HOT WATER OUTLET.6. BALL VALVE (TYP).

7. ASME TEMP & PRESSURE RELIEF VALVE.

8. FULL SIZE RELIEF, ROUTE TO (E) DRAIN
AND TERMINATE WITH AIR GAP.

9. HOLDRITE QUICK STRAP (2) 1-1/2" x 24 GA.

S.M. STRAPS. 3/8" X 2-1/2" LAG SCREW
INTO 4X WOOD BLOCKING WITH A35 T & B,
EACH END TO STUDS PER DETAIL 7/A10.10.

TYP. (1) EA. END OF STRAP. LOCATE

STRAPS ON TOP AND BOTTOM THIRD OF
WATER HEATER. BOTTOM STRAP TO BE
LOCATED A MINIMUM OF 4" ABOVE
CONTROLS.

10. DRAIN COCK.11. CHECK VALVE.12. PROVIDE 18 GA. GALV. METAL SPACERS TO HOLD WATER HEATER AT 1" MIN.

DISTANCE FROM WALL. 3/8" X 2-1/2" LAG
SCREW INTO 4X WOOD BLOCKING WITH
A35 T & B, EACH END TO STUDS PER
DETAIL 7/A10.10. (4) PER SPACER.

13. MAGNESIUM ANODE.14. COLD WATER INLET.15. EXPANSION TANK, SEE SCHEDULE ON PLUMBING SHEET P5.1. SECURE WITH (1)
STRAP TO WALL PER NOTE 9.

16. HOLDRITE WATER HEATER DRAIN PAN
QP-C. ROUTE 1" DRAIN TO (E) DRAIN.

TERMINATE DRAIN WITH AIR GAP.

17. HOLDRIGHT QUICKSTAND 40-S-30-U
30"X30"X16" HIGH PLATFORM, ATTACH

EACH LEG TO CONCRETE WITH
#1/4"-10X2-1/2" L SELF DRILLING LAG BOLT

PER MANUFACTURER'S INSTALLATION
INSTRUCTIONS.

18. OFFSET COLD AND HOT WATER BACK TO
WALL.

19. EQUIPMENT TO BE WALL MOUNTED
ABOVE WATER HEATER.

NOTES:

A. PIPE SIZES TO BE SHOWN ON PLANS & EXTENDED FULL
SIZE TO WH CONNECTION.

B. IF CIRCULATING PUMP IS MOUNTED HORIZONTALLY

PROVIDE AN AUTOMATIC AIR RELEASE VALVE AT MAXIMUM
4 FEET FROM INLET.
1 2
3 4
6 79

SPACER PROFILE
D
D
7 5
10 11
12 1314
16171819
PIPE SUPPORT & TABLE N.T.S
HANGER
ROD
MAX. PIPE
SIZE

BOLT AND

NUT SIZE
MAX. SUPPORT

SPACING
3/8"Ø 1/2"Ø 3/8"Ø 6'-0" O.C.3/8"Ø 3/4"Ø - 1"Ø 3/8"Ø 8'-0" O.C.3/8"Ø 1-1/4"Ø - 2"Ø 3/8"Ø 10'-0" O.C. 1/2"Ø 3"Ø - 4"Ø 1/2"Ø 10'-0" O.C.
4"
12" MAX. WITHOUT

SEISMIC BRACING
2 3
4 5
6 7
8 19

1. BOTTOM OF STRUCTURE.

2. (N) HANGER ROD PER SCHEDULE,
LENGTH AS REQUIRED.

3. PROVIDE 18" LONG CALCIUM

SILICATE BLOCKS AT ALL
INSULATED PIPE SUPPORTS.

4. (N) PIPE.

5. (N) UNISTRUT ADJUSTABLE
J-HANGER.

6. EXTEND ROD DOWN TO TOP OF PIPE
TO HOLD IN PLACE.

7. (N) NUT (TYP.)

8. ROD COUPLING.

9. HANGER ROD ATTACHMENT AT 2X
FRAMING: USE 3" x 3" x 3" x 1/4"
ANGLE WITH DOUBLE NUT. ATTACHANGLE TO STRUCTURE WITH THRU BOLT AND NUT.
13 4
6 9
3 1
2 4
5 8
7 6
9 1. ROOF DECKING.

2. ROOF FRAMING.

3. ROOF HYDRANT.

4. UPPER DECK FLANGE.

5. MFGR. 5/8" MOUNTING
BOLTS W/ WASHER ANDNUT (TYP OF 4).

6. CLAMP SCREWS (TYP OF
3).

7. RESERVOIR.

8. 3/4" N.P.T INLET, NO DRAIN
REQUIRED.

9. (2) 4x4 BLOCKING

BETWEEN JOISTS W/
SIMPSON U44 HANGER AT
EACH END.

10. ROOFING. UP AND OVER
FLANGE, SEE ARCH. DWGS,
ROOF HYDRANT N.T.S 14
10 SLOPE

1. SEE PLAN FOR CONTINUATION

2. OPEN TEE

3. CONNECTION TO DRAIN STUB.

NEOPRENE COVERED HOSE AT UNITSMOUNTED ON VIBRATION ISOLATORSNIPPLES & UNION AT ALL OTHERS

4. MECH. EQUIPMENT CASING

5. DEEP TRAP SEAL. MAKE-UP TRAP OUT
OF NIPPLES AND FITTINGS. DELETE IF

UNIT IS EQUIPPED WITH AN INTERNAL
TRAP.

6. FLASHING.

7. SLOPE HORIZONTAL LINES 1/8" PER

FOOT (MIN) PLUG TEE (CO) AT EACH

CHANGE OF DIRECTION

8. ROOF.

9. SILICONE SEAL.

10. SCREW BAND HOSE CLAMP.11. COUNTER FLASHING.
3"
1"
3"
CONDENSATE DRAIN CONNECTION N.T.S 15
2 3 4
59 10
11 6
8 1
7 COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Robert Bottino
on Jun 19, 2025

PLUMBING & MECHANICAL
By:

ELECTRICAL INDEX,

NOTES & LEGEND
Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\E\_TI 5/21/2025 12:52:01 PM E0.01
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
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CITY OF SACRAMENTO
DRAWN BY: CHKED BY:

N
A

KEY PLAN TRUE NORTH PLAN NORTH

CONSTRUCTION DOCUMENT

REGIST ERED PROFES

SIONAL ENGINEER
STATE
OF

CALIFORNIA
ELECT
RICAL

STEV EN
C.MUSSER
Exp. 3-31-26
1 PLAN CHECK CYCLE #2 5/23/25
2 5/23/25 OWNER CHANGES
E0.01 ELECTRICAL INDEX, NOTES & LEGENDED1.1 ELECTRICAL SITE PLAN - DEMOE1.1 ELECTRICAL SITE PLANE1.1P ELECTRICAL SITE PLAN - PHOTOMETRICE2.1 LIGHTING PLAN -DEMOLITIONE2.2 POWER PLAN -DEMOLITIONE2.3 ELECTRICAL ROOF PLAN - DEMOLITIONE3.1 LIGHTING PLAN -NEWE3.1P LIGHTING PLAN - NEW - PHOTOMETRICE3.1S LIGHTING PLAN - NEW - STATISTICS & SCHEDULEE3.2 POWER FLOOR PLAN -NEWE3.3 ELECTRICAL ROOF PLAN - NEWE4.1 ELECTRICAL SINGLE LINE DIAGRAME5.1 ELECTRICAL PANEL SCHEDULESE6.1 ELECTRICAL DETAILS 2022 CALIFORNIA ADMINISTRATIVE CODE (CAC)
CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 1
2022 CALIFORNIA BUILDING CODE (CBC)
CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 2, VOLUME 1 & 2 2022 CALIFORNIA ELECTRICAL CODE (CEC)
CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 3
2022 CALIFORNIA ENERGY CODE
CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 6
2022 CALIFORNIA FIRE CODE (CFC)
CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 9
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC)
CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 11
2022 NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE

WITH CA AMENDMENTS

ELECTRICAL INDEX

1. EVERY SYMBOL SHOWN ON LEGEND MAY NOT APPEAR ON DRAWINGS.

2. DASHED ELECTRICAL EQUIPMENT GENERALLY INDICATES EXISTING EQUIPMENT.3. LONG-SHORT-SHORT-LONG DASHING GENERALLY INDICATES MATCH LINE OR DEFINES AREA FOR SPECIAL NOTE.

ELECTRICAL NOTES ELECTRICAL SYMBOL LEGEND

THE FOLLOWING SHALL BE REQUIRED WHETHER OR NOT SPECIFICALLY SHOWN OR MENTIONED IN DRAWINGS AND/OR SPECIFICATIONS:

ELECTRICAL POWER DISTRIBUTION
A. SERVICE ELECTRICAL METERING
x FOR NEWLY INSTALLED ELECTRICAL SERVICE IN NEWLY CONSTRUCTED BUILDINGS, SERVICE ELECTRICAL METERING IS REQUIRED ACCORDING TO SECTION 130.5(A).
x FOR NEW OR REPLACEMENT ELECTRICAL SERVICE EQUIPMENT IN EXISTING BUILDINGS, SERVICE ELECTRICAL BUILDINGS, SERVICE ELECTRICAL METERING IS REQUIRED ACCORDING TO SECTION 141.0(B)2PI.

B. SEPARATION OF ELECTRICAL CIRCUITS FOR ELECTRICAL ENERGY MONITORING

ELECTRICAL POWER DISTRIBUTION SYSTEMS SHALL BE DESIGNED SO THAT MEASUREMENT DEVICES CAN MONITOR THE ELECTRICAL ENERGY USAGE OF LOAD TYPES ACCORDING TO TABLE 130.5-B.

C. VOLTAGE DROP

THE MAXIMUM COMBINED VOLTAGE DROP ON BOTH INSTALLED FEEDER CONDUCTORS AND BRANCH CIRCUIT CONDUCTORS TO THE FARTHEST CONNECTED LOAD OR OUTLET SHALL NOT EXCEED 5 PERCENT.

D. CIRCUIT CONTROLS FOR 120-VOLT RECEPTACLES AND CONTROLLED RECEPTACLES IN ALL BUILDINGS, BOTH CONTROLLED AND UNCONTROLLED 120 VOLT RECEPTACLES SHALL BE PROVIDED IN OFFICE AREAS, LOBBIES, CONFERENCE ROOMS, KITCHEN AREAS IN OFFICE SPACES, AND COPY ROOMS.

ADDITIONALLY, HOTEL/MOTEL GUEST ROOMS SHALL COMPLY WITH SECTION 130.5(D)4.CONTROLLED RECEPTACLES SHALL MEET THE FOLLOWING REQUIREMENTS, AS APPLICABLE:

1. INSTALL A CONTROL CAPABLE OF AUTOMATICALLY SHUTTING OFF THE CONTROLLED RECEPTACLES WHEN THE SPACE IS TYPICALLY UNOCCUPIED, EITHER AT THE RECEPTACLE OR CIRCUIT LEVEL. WHEN AN AUTOMATIC TIME SWITCH CONTROL IS INSTALLED IT SHALL INCORPORATE AN OVERRIDE CONTROL THATALLOWS THE CONTROLLED RECEPTACLE TO REMAIN ON FOR NO MORE THAN 2 HOURS WHEN AN OVERRIDE IS INITIATED AND AN AUTOMATIC HOLIDAY “SHUT-OFF” FEATURE THAT TURNS OFF ALL LOADS FOR AT LEAST 24 HOURS AND THEN RESUMES THE NORMALLY SCHEDULED OPERATION. COUNTDOWN TIMER SWITCHES SHALL NOT BE USED TO COMPLY WITH THE AUTOMATIC TIME SWITCH CONTROL REQUIREMENTS; AND

2. INSTALL AT LEAST ONE CONTROLLED RECEPTACLE WITHIN 6 FEET FROM EACH UNCONTROLLED RECEPTACLE, OR INSTALL A SPLITWIRED RECEPTACLE WITH AT LEAST ONE CONTROLLED AND ONEUNCONTROLLED RECEPTACLE. WHERE RECEPTACLES ARE INSTALLED IN MODULAR FURNITURE IN OPEN OFFICE AREAS, AT LEAST ONE CONTROLLED RECEPTACLE SHALL BE INSTALLED AT EACH WORKSTATION; AND

3. PROVIDE A PERMANENT AND DURABLE MARKING FOR CONTROLLED RECEPTACLES OR CIRCUITS TO DIFFERENTIATE THEM FROM UNCONTROLLED RECEPTACLES OR CIRCUITS.

MANDATORY INDOOR LIGHTING CONTROLS
A. MANUAL AREA CONTROLS

EACH AREA ENCLOSED BY CEILING-HEIGHT PARTITIONS SHALL PROVIDE LIGHTING CONTROLS THAT ALLOW THE LIGHTING IN THAT AREA TO BE MANUALLY TURNED ON AND OFF. THE MANUAL CONTROL SHALL:

1. BE READILY ACCESSIBLE; AND

2. BE LOCATED IN THE SAME ENCLOSED AREA WITH THE LIGHTING IT CONTROLS.

B. MULTI-LEVEL LIGHTING CONTROLS
THE GENERAL LIGHTING OF ANY ENCLOSED AREA 100 SQUARE FEET OR LARGER WITH A CONNECTED LIGHTING LOAD THAT EXCEEDS 0.5 WATTS PER SQUARE FOOT SHALL PROVIDE MULTI-LEVEL LIGHTING CONTROLS THAT ALLOW THE LEVEL OF LIGHTING TO BE ADJUSTED UP AND DOWN. THE MULTI-LEVEL CONTROLS SHALL PROVIDE THE NUMBER OF CONTROL STEPS AND MEET THE UNIFORMITY REQUIREMENTS SPECIFIED IN TABLE 130.1-A.

C. SHUT-OFF CONTROLS

ALL INSTALLED INDOOR LIGHTING SHALL BE EQUIPPED WITH CONTROLS ABLE TO AUTOMATICALLY REDUCE LIGHTING POWER WHEN THE SPACE IS TYPICALLY UNOCCUPIED.

1. ALL INSTALLED INDOOR LIGHTING SHALL BE EQUIPPED WITH CONTROLS THAT MEET THE FOLLOWING REQUIREMENTS:
a. SHALL BE CONTROLLED WITH AN OCCUPANT SENSING CONTROL, AUTOMATIC TIME-SWITCH CONTROL,

OR OTHER CONTROL CAPABLE OF AUTOMATICALLY SHUTTING OFF ALL OF THE LIGHTING WHEN THE SPACE IS TYPICALLY UNOCCUPIED; AND
b. SEPARATE CONTROLS FOR THE LIGHTING ON EACH FLOOR, OTHER THAN LIGHTING IN STAIRWELLS; AND c. SEPARATE CONTROLS FOR A SPACE ENCLOSED BY CEILING HEIGHT PARTITIONS NOT EXCEEDING 5,000 SQUARE FEET; AND
d. SEPARATE CONTROLS FOR GENERAL, DISPLAY, ORNAMENTAL, AND DISPLAY CASE LIGHTING; AND e. FOR AUTOMATIC TIME-SWITCH CONTROLS, MAY INCLUDE A MANUAL-ON MODE.

D. AUTOMATIC DAYLIGHTING CONTROLS

THE GENERAL LIGHTING IN SKYLIT DAYLIT ZONES AND PRIMARY SIDELIT DAYLIT ZONES, AS

WELL AS THE GENERAL LIGHTING IN THE COMBINED PRIMARY AND SECONDARY SIDELIT DAYLIT ZONES IN

PARKING GARAGES, SHALL PROVIDE CONTROLS THAT AUTOMATICALLY ADJUST THE POWER OF THE INSTALLEDLIGHTING UP AND DOWN TO KEEP THE TOTAL LIGHT LEVEL STABLE AS THE AMOUNT OF INCOMING DAYLIGHT CHANGES. FOR SKYLIGHT LOCATED IN AN ATRIUM, THE SKYLIT DAYLIT ZONE DEFINITION SHALL APPLY TO THE FLOOR AREA DIRECTLY UNDER THE ATRIUM AND THE TOP FLOOR AREADIRECTLY ADJACENT TO THE ATRIUM.

CONTROLS FOR OUTDOOR LIGHTINGOUTDOOR LIGHTING SHALL BE INDEPENDENTLY CONTROLLED FROM OTHER ELECTRICAL LOADS, AND THE CONTROLS FOR OUTDOOR LIGHTING SHALL MEET THE FOLLOWING FUNCTIONAL REQUIREMENTS:A. DAYLIGHT AVAILABILITY

ALL INSTALLED OUTDOOR LIGHTING SHALL BE CONTROLLED BY A PHOTO CONTROL, ASTRONOMICAL

TIME-SWITCH CONTROL, OR OTHER CONTROL CAPABLE OF AUTOMATICALLY SHUTTING OFF THE OUTDOOR LIGHTING WHEN DAYLIGHT IS AVAILABLE.

B. AUTOMATIC SCHEDULING CONTROLS

1. AUTOMATIC SCHEDULING CONTROLS SHALL BE CAPABLE OF REDUCING THE OUTDOOR LIGHTING POWER BY AT LEAST 50 PERCENT AND NO MORE THAN 90 PERCENT, AND SEPARATELY CAPABLE OF TURNING THE LIGHTING OFF, DURING SCHEDULED UNOCCUPIED PERIODS.

2. AUTOMATIC SCHEDULING CONTROLS SHALL ALLOW SCHEDULING OF A MINIMUM OF TWO NIGHTTIME PERIODS

WITH INDEPENDENT LIGHTING LEVELS, AND MAY INCLUDE AN OVERRIDE FUNCTION THAT TURNS LIGHTING ON

DURING ITS SCHEDULED DIM OR OFF STATE FOR NO MORE THAN TWO HOURS WHEN AN OVERRIDE IS INITIATED.

3. AUTOMATIC SCHEDULING CONTROLS SHALL BE INSTALLED FOR ALL OUTDOOR LIGHTING, AND MAY BE INSTALLED IN COMBINATION WITH MOTION SENSING CONTROLS OR OTHER OUTDOOR LIGHTING CONTROLS.

C. MOTION SENSING CONTROLS

1. MOTION SENSING CONTROLS SHALL BE CAPABLE OF REDUCING THE OUTDOOR LIGHTING POWER OF EACH CONTROLLED LUMINAIRE BY AT LEAST 50 PERCENT AND NO MORE THAN 90 PERCENT, AND SEPARATELYCAPABLE OF TURNING THE LUMINAIRE OFF, DURING UNOCCUPIED PERIODS.

2. MOTION SENSING CONTROLS SHALL BE CAPABLE OF REDUCING THE LIGHTING TO ITS DIM OR OFF STATE NO LONGER THAN 15 MINUTES AFTER THE AREA HAS BEEN VACATED, AND OF RETURNING THE LIGHTING TO ITS ON STATE WHEN THE AREA BECOMES OCCUPIED.

3. NO MORE THAN 1,500 WATTS OF LIGHTING POWER SHALL BE CONTROLLED BY A SINGLE SENSOR.

4. MOTION SENSING CONTROLS SHALL BE INSTALLED FOR THE FOLLOWING LUMINAIRES, AND MAY BE

INSTALLED FOR OTHER OUTDOOR LIGHTING AND IN COMBINATION WITH OTHER OUTDOOR LIGHTING CONTROLS:
a. OUTDOOR LUMINAIRES OTHER THAN BUILDING FAÇADE, ORNAMENTAL HARDSCAPE, OUTDOOR DINING, OR OUTDOOR SALES FRONTAGE LIGHTING, WHERE THE BOTTOM OF LUMINAIRE IS MOUNTED 24 FEET OR LESS ABOVE GRADE; AND,
b. OUTDOOR WALL MOUNTED LUMINAIRES INSTALLED FOR BUILDING FAÇADE, ORNAMENTAL HARDSCAPE

OR OUTDOOR DINING LIGHTING THAT HAVE A BILATERALLY SYMMETRIC DISTRIBUTION AS DESCRIBED IN THE IES HANDBOOK (TYPICALLY REFERRED TO AS “WALL PACKS”) MOUNTED 24 FEET ABOVE GRADE OR LOWER.

EXCEPTION 1 TO SECTION 130.2(c)3: LUMINAIRES WITH A MAXIMUM RATED WATTAGE OF 40 WATTS EACH ARE NOTREQUIRED TO HAVE MOTION SENSING CONTROLS.

J
PC
R
C
HB
LC1-X
(E)(R)
(RR)(ER)
(E) PNL-CKT

1. UNLESS SPECIFICALLY INDICATED ON THE ELECTRICAL DRAWINGS, OUTLETS LOCATED AT COUNTERS AND

CABINETS SHALL BE MOUNTED AS SHOWN ON ARCHITECTURAL DETAILS AND ELEVATIONS, OR AS DIRECTED BY ARCHITECT.

2. COORDINATE MOUNTING HEIGHTS AND DETAILS OF ALL OUTLETS (POWER, SIGNAL, ETC.) WITH ARCHITECTURAL CASEWORK DRAWINGS PRIOR TO DIVISION 26 ROUGH-IN. PROVIDE COORDINATION DRAWINGS IN ACCORDANCE WITH DIVISION 26 SPECIFICATIONS WHERE CONFLICTS EXIST. OBTAIN APPROVAL FROM ARCHITECT BEFORE ELECTRICAL ROUGH-IN WHEN CONFLICTS ARISE.

3. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION OF ALL HVAC AND PLUMBING EQUIPMENT.

4. CIRCUITING
A. BRANCH CIRCUITING IS SCHEMATIC IN NATURE AND IS INTENDED TO INDICATE CIRCUIT LOADING AND CONTROL, NOT METHODS OF INSTALLATION. REFER TO SPECIFICATIONS FOR METHODS OF INSTALLATION AND MATERIALS, INCLUDING WHETHER OR NOT BX IS ALLOWED AND WHETHER "THROUGH-FIXTURE" OR "OCTOPUS (EMT WITH FLEXIBLE WHIPS)" TYPE LIGHTING BRANCH CIRCUITING IS REQUIRED.

B. WHERE WIRE SIZE AND CONDUIT SIZE IS NOT INDICATED ON THE DRAWINGS AND/OR PANEL SCHEDULES, REFER TO SPECIFICATIONS FOR MINIMUM SIZE REQUIRED.

C. BRANCH CIRCUITS ON THE DRAWINGS ARE GENERALLY NOT SHOWN GROUPED IN SINGLE RACEWAYS.

HOWEVER, GROUPING IS ALLOWED UNDER CERTAIN CONDITIONS. REFER TO DIVISION 26 SPECIFICATIONSUNDER SECTION ENTITLED "ELECTRICAL WIRING" FOR REQUIREMENTS.

D. THE DRAWINGS GENERALLY INDICATE QUANTITY OF CONDUCTORS ON BRANCH CIRCUIT HOME RUNS ONLY. ELSEWHERE WITHIN CIRCUITS, PROVIDE QUANTITY OF CONDUCTORS AS NEEDED TO ACCOMPLISH CIRCUITING AND SWITCHING REQUIREMENTS SHOWN.

5. WHEN REMOVING EXISTING ELECTRICAL WORK WHERE OTHER ITEMS REMAIN ON THE SAME CIRCUIT, THE CONTRACTOR SHALL TAKE WHATEVER STEPS ARE NECESSARY TO MAINTAIN CIRCUIT CONTINUITY.

6. ALL ITEMS NOTED TO BE REMOVED ARE TO REMAIN THE PROPERTY OF THE OWNER; HOWEVER, CONTRACTOR SHALL REMOVE FROM JOB SITE ALL MATERIAL NOT RETAINED BY OWNER.

7. FIELD VERIFY CONDITION OF, AND MODIFICATIONS AND ADDITIONS TO, ALL EXISTING ELECTRICAL FIXTURES, PANELS, WIRING, ETC.

8. CONTRACTOR SHALL FIELD VERIFY EXISTING BRANCH CIRCUIT LOADING WHEN MAKING MODIFICATIONS AND/OR ADDITIONS TO THAT CIRCUIT. IF NEW WORK WOULD OVERLOAD EXISTING CIRCUIT, CONTRACTOR

SHALL LOCATE ANOTHER EXISTING CIRCUIT (THE CLOSEST), WHICH WOULD NOT BE OVERLOADED UPON ADDING NEW LOAD, AND SHALL TIE NEW LOAD INTO THAT CIRCUIT.

9. CONTRACTOR TO REFER TO ARCHITECTURAL PHASING PLANS AND HAVE A GOOD UNDERSTANDING OF SCOPE OF PROJECT PRIOR TO COMMENCEMENT OF WORK.

10. LUMINAIRE SUPPORT IN SUSPENDED CEILINGS:

A. PROVIDE MEANS OF SUPPORT FOR LUMINAIRES PER NEC 410-16. T BAR CLIPS SHALL BE INSTALLED ON

THE LUMINAIRE AND SHALL BE FIELD SECURED TO THE INVERTED CEILING TEES SO THAT THE LUMINAIRE IS SECURELY FASTENED TO THE CEILING SYSTEM FRAMING MEMBERS.

B. CEILING TILES SHALL NOT BEAR THE WEIGHT OF LUMINAIRES. SURFACE MOUNT LUMINAIRES, RECESSED DOWNLIGHTS, LIGHT TRACK, EXIT SIGN, ETC. SHALL BE SUPPORTED BY PROPER FRAMES OR OTHER ATTACHMENT TO MAIN CEILING SYSTEM GRID OR BUILDING STRUCTURE ABOVE CEILING.

C. LUMINAIRES SHALL BE CENTERED IN CEILING TILE.

D. LUMINAIRE SHALL HAVE FLANGE OR TRIM RING FOR CLOSURE OF CEILING CUTOUT OR OPENING.

E. FIRE-RATED CEILING ASSEMBLY: FOR LUMINAIRES TO BE FLUSH-MOUNTED INTO A FIRE-RATED CEILING OR SURFACE MOUNTED TO A FIRE-RAGED CEILING, INSTALL WITH INDEPENDENT, SECURE SUPPORT.

RACEWAY, CABLE ASSEMBLIES, BOXES AND FITTINGS LOCATED ABOVE A FIRE-RATED FLOOR/CEILING ORROOF CEILING ASSEMBLY SHALL NOT BE SECURED TO, OR SUPPORTED BY, THE CEILING ASSEMBLY INCLUDING THE CEILING SUPPORT WIRES. PROVIDE AN INDEPENDENT MEANS OF SECURE SUPPORT.INDEPENDENT SUPPORT WIRES SHALL BE DISTINGUISHABLE BY COLOR, TAGGING, OR OTHER EFFECTIVE MEANS FROM THOSE THAT ARE PART OF THE FIRE-RATED DESIGN.

11. CONTRACTOR SHALL FIELD VERIFY ANY EXISTING UNDERGROUND PIPING, WIRING OR OTHER FACILITIES PRIOR TO TRENCHING, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY INSTALLATION OF NEW WORK.

12. THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ALL AUTHORITIES HAVING JURISDICTION, CEC, ALL STATE AND LOCAL CODES AND AMENDMENT.

THE LOCATION OF ALL ELECTRICAL DEVICES AND EQUIPMENT SHALL BE COORDINATED WITH THE ARCHITECTURAL ELEVATIONS, DETAILS, OR SECTIONS PRIOR TO INSTALLATIONS. ALL ELECTRICAL DEVICESAND EQUIPMENT SHALL BE RECESSED IN WALLS UNLESS OTHERWISE NOTED. OUTLETS NOT INDICATED ONARCHITECTURAL ELEVATIONS SHALL BE COORDINATED WITH THE ARCHITECT PRIOR TO ROUGH-IN, UNLESS OTHERWISE NOTED. ELECTRICAL DEVICES SHALL BE MOUNTED PER "ACCESSIBLE DEVICE MOUNTING HEIGHT" DETAIL.

COORDINATE WITH OTHER TRADES AS TO THE EXACT LOCATION OF THEIR RESPECTIVE EQUIPMENT SUPPLY

POWER AND MAKE CONNECTION TO MOTORS AND EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS AS INDICATED ON THE SINGLE LINE DIAGRAM, ELECTRICAL DRAWINGS, AND DRAWINGS OF OTHER TRADES.

REVIEW THE DRAWINGS OF OTHER TRADES FOR CONTROL DIAGRAMS, SIZE AND LOCATION OF EQUIPMENT.DISCONNECT SWITCHES, STARTERS, WIRING, CONTROLS, AND CONDUIT FOR MECHANICAL AND PLUMBING

OPERATIONS SHALL BE PROVIDED THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING MANUFACTURER'S SHOP DRAWINGS PRIOR TO ROUGHING IN ALL CONDUIT TO THIS EQUIPMENT.

ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BE LISTED BY UNDERWRITER'S

LABORATIES (UL) AND BEAR THEIR LABEL OR LISTED AND CERTIFIED BY A NATIONALLY RECOGNIZED TESTING AUTHORITY.ALL EQUIPMENT/DEVICES INSTALLED RECESSED IN FIRE RATED CEILINGS OR WALLS SHALL BE ENCLOSED WITHAN APPROVED UL LISTED ENCLOSURE CARRYING THE SAME FIRE RATING AS THE CEILING OR WALL.

UNLESS SPECIFICALLY SHOWN ON THESE PLANS. STRUCTURAL MEMBERS SHALL NOT BE CUT. DRILLED, ORNOTCHED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER AND THE DIVISION OF THE STATE ARCHITECT.

DRAWINGS ARE DIAGRAMMATIC AND DO NOT INDICATE DETAILED CONDUIT ROUTING OR LENGTHS REQUIREDFOR COMPLETE INSTALLATION. ROUTING OF RACEWAYS SHALL BE AT THE OPTION OF THE CONTRACTORBUT SHALL BE IN STRICT COMPLIANCE WITH STRUCTURAL REQUIREMENTS, CONTRACT DOCUMENTS AND SPECS UNLESS OTHERWISE NOTED. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES. DO NOTSCALE THE ELECTRICAL DRAWINGS FOR LOCATIONS ANY ELECTRICAL ARCHITECTURAL, STRUCTURAL

AND/OR MECHANICAL ITEMS OR FEATURES, REFER TO ARCHITECTURAL AND STRUCTURAL CONTRACT DOCUMENTS FOR FEATURES, REFER TO ARCHITECTURAL AND STRUCTURAL CONTRACT DOCUMENTS FORDIMENSIONS.

M
CPT
52 (D) OR (R) DEMOLISH/REMOVE(E) EXISTING(ER) EXISTING RELOCATED(F) FUTURE(N) NEW(RR) REMOVE AND RELOCATE

A AMPERESAC ALTERNATING CURRENTAF AMP-FRAMEAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAHU AIR HANDLING UNITAIC AMPS INTERRUPTING CAPACITYAT AMP-TRIPATS AUTOMATIC TRANSFER SWITCHAL ALUMINUMAWG AMERICAN WIRE GUAGE

BAT BATTERYBCW BARE COPPER WIREBFG BELOW FINISH GRADEBLDG BUILDING

C CONDUITCB CIRCUIT BREAKERCEC CALIFORNIA ELECTRICAL CODECO CONDUIT ONLYCPT CONTROL POWER TRANSFORMERCT CURRENT TRANSFORMERCU COPPER

DC DIRECT CURRENTEF EXHAUST FANEGU ENGINE GENERATOR UNITEM EMERGENCYEMT ELECTRICAL METALLIC TUBINGEP EXPLOSION PROOFFA FIRE ALARMFACP FIRE ALARM CONTROL PANELFC FOOT CANDLEFU FUSEFO FIBER OPTIC

GND GROUNDGFCI GROUND FAULT CIRCUIT INTERRUPTERGFI GROUND FAULT INTERRUPTERGFR GROUND FAULT RELAY HID HIGH INTENSITY DISCHARGEHOA "HAND-OFF-AUTO" SWITCHHP HORSEPOWERHPS HIGH PRESSURE SODIUM

HV HIGH VOLTAGEHZ HERTZ

IG ISOLATED GROUND

JB JUNCTION BOX

KAIC KILO-AMPS INTERRUPTING CAPACITYKCMIL THOUSAND CIRCULAR MILSKV KILOVOLTKVA KILOVOLT AMPERESKW KILOWATTKWH KILOWATT-HOURLSIG LONG, SHORT, INSTANTANEOUS, GROUNDM METERMAX MAXIMUMMCB MAIN CIRCUIT BREAKERMCC MOTOR CONTROL CENTERMFR MANUFACTURERMH METAL HALIDEMLO MAIN LUGS ONLYMIN MINIMUMMV MEDIUM VOLTAGENEC NATIONAL ELECTRICAL CODENIC NOT IN CONTRACTNTS NOT TO SCALEPC PHOTOCELLPH PHASEPT POTENTIAL TRANSFORMERPV PHOTOVOLTAIC

QTY QUANTITYSCA SHORT CIRCUIT AVAILABLESWGR SWITCHGEARSWBD SWITCHBOARD

TSP TWISTED SHIELDED PAIRTYP TYPICAL

UF UNDER FLOORUG UNDER GROUNDUON UNLESS OTHERWISE NOTEDUPS UNINTERRUPTIBLE POWER SUPPLY

V VOLT(S)VA VOLT-AMPVFD VARIABLE FREQUENCY DRIVE

W WATTWP WEATHERPROOF

XFMR TRANSFORMER
LIGHTING OR POWER CIRCUIT(S). ARROW INDICATES HOME RUN, LONGER TICK(S) INDICATE NEUTRAL WIRE(S),

SHORTER STRAIGHT TICK(S) INDICATE PHASE WIRE(S), SLANTED SHORTER TICK(S) INDICATE SWITCH LEG(S),

DOT(S) INDICATE GROUNDING CONDUCTOR(S), DASHED WIRING (LONG-SHORT-LONG DASHES) INDICATES

WIRING BELOW SLAB OR GRADE, DASHED WIRING (SERIES OF SHORT DASHES) INDICATES EXISTING WIRING, SLASH THROUGH ARROW INDICATES PARTIAL CIRCUIT, "D" ON HOMERUN ARROW INDICATES DEDICATEDCIRCUIT: PROVIDE A SEPARATE NEUTRAL FOR EACH PHASE CONDUCTOR FOR ENTIRE LENGTH OF CIRCUIT FROM PANEL TO OUTLET; COUNT EACH NEUTRAL AS CURRENT-CARRYING AND GROUP A MAXIMUM OF SIX THHN/THWN CONDUCTORS IN A SINGLE RACEWAY; GROUNDING CONDUCTOR IS NOT COUNTED.

NOTE: HOMERUN INDICATES INSTALLATION OF NEW WIRE AND CONDUIT (#12 WIRE, 3/4"C, UNLESS OTHERWISE NOTED) FROM SOURCE PANELBOARD TO LOAD. HOMERUN INDICATESCONNECTION OF NEW LOADS TO EXISTING CIRCUITS IN LIEU OF PANELBOARD WHERE NOTEDON PLANS.

ALL MECHANICAL, PLUMBING AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. THE FOLLOWING COMPONENTS

SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2019 CBC, SECTIONS 1617A.1.18 THROUGH 1617A.1.26 AND ASCE 7-16 CHAPTER 13, 26 AND 30:

1. ALL PERMANENT EQUIPMENT AND COMPONENTS.

3. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT WHICH IS HEAVIER THAN 400 POUNDS OR HAS A CENTER OF MASS LOCATED 4 FEET OR MORE ABOVE THE ADJACENT FLOOR OR ROOF LEVEL

THAT DIRECTLY SUPPORT THE COMPONENT IS REQUIRED TO BE RESTRAINED IN A MANNER APPROVED BY DSA.

THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE BUT NEED NOT DEMONSTRATE DESIGN COMPLIANCE WITH THE REFERENCES NOTED ABOVE.

1. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4

FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT.

2. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUND PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNGFROM A WALL.

VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS.PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THEFORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-16 SECTION 13.3 AS DEFINED IN ASCE 7-16 SECTION

13.6.5, 13.6.6, 13.6.7, 13.6.8; AND 2019 CBC, SECTION 1617A.1.24, 1617A.1.25, AND 1617A.1.26.

SYSTEM INSTALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO START OF AND DURING THE HANGING AND BRACING OF DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.

MECHANICAL PIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIPING (PP), ELECTRICAL DISTRIBUTION SYSTEMS (E):

MP MD PP E OPTION 1: DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECIFIC NOTES AND DETAILS.

MP MD PP E OPTION 2: SHALL COMPLY WITH THE APPLICABLE OSHPD PRE-APPROVAL (OPM #).

MEP COMPONENT ANCHORAGE NOTES

PIPING, DUCTWORK AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTES EQUIPMENT WITH "E" ADJACENT IS EXISTING TO REMAIN.EXISTING EQUIPMENT WITH "R" ADJACENT IS TO BE COMPLETELY DISCONNECTED AND REMOVED.EXISTING EQUIPMENT WITH "RR" ADJACENT IS TO BE DISCONNECTED, REMOVED AND RELOCATED TO NEWLOCATION AND RECONNECTED AS REQUIRED.EQUIPMENT WITH "ER" ADJACENT IS RELOCATED EQUIPMENT SHOWN IN NEW LOCATION.NO TAG INDICATES NEW EQUIPMENT.

CIRCUIT DESIGNATION WITH PREFIX "(E)" DENOTES EXISTING CIRCUIT AND EQUIPMENT IS TO REMAIN. 20A-125V DUPLEX RECEPTACLE20A-125V GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE. "WP" INDICATES WEATHER PROOF DEVICE20A-125V DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER TOP. REFER TO ARCHITECT FOR EXACT HEIGHT

ABOVE COUNTER
20A-125V CONTROLLED DUPLEX RECEPTACLE20A-125V ISOLATED GROUND TYPE DUPLEX RECEPTACLE20A-125V DUPLEX TAMPER RESISTANT RECEPTACLE WITH (2) USB CHARGING PORTS20A-125V FOURPLEX RECEPTACLE. SAME SYMBOLOGY AS DUPLEX RECEPTACLE SPECIAL PURPOSE SINGLE POWER RECEPTACLE. RATED AS INDICATED (IF NO RATING INDICATED, RECEPTACLE RATING SHALL MATCH BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE AND SHALL MEETREQUIREMENTS OF EQUIPMENT BEING CONNECTED), "C" INDICATES CLOCK OUTLET 20A-125V FLUSH FLOOR DUPLEX RECEPTACLE. 20A WHEN INDICATED OR IF BRANCH CIRCUIT SERVES ONLY SINGLE DUPLEX. PROVIDE CARPED FLANGE WHERE APPLICABLECIRCUIT DESIGNATION NEXT TO RECEPTACLE DEVICES INDICATES BRANCH CIRCUIT NUMBER. SEE PANELSCHEDULES FOR INFORMATION.SWITCH. SMALL LETTER INDICATES FIXTURES CONTROLLED, "P" INDICATES PILOT LIGHT, "WP" INDICATES WEATHERPROOF, "K" INDICATES KEY POERATED, "MO" INDICATES SPDT MOMENTARY CONTACT, "2" INDICATES DPDT, "3" INDICATES 3-WAY, "4" INDICATES 4-WAY, "M" INDICATES MANUAL MOTOR STARTER, CIRCUITDESIGNATION NEXT TO SWITCH INDICATES BRANCH CIRCUIT NUMBER WALL BOX DIMMER SWITCH. "MARK" INDICATES WATTAGE IF OTHER THAN 600, "3D" INDICATES 3-WAY DIMMER MULTI-LEVEL SWITCH. CIRCUIT DESIGNATION NEXT TO SWITCH INDICATES BRANCH CIRCUIT NUMBERDIGITAL TIME SWITCHPHOTOELECTRIC CONTROLEMERGENCY POWER OFF (EPO)PUSHBUTTONPUSH BUTTON WALL MOUNT OCCUPANCY SENSOR

WALL MOUNT OCCUPANCY SENSOR WITH DIMMING CONTROLS DUAL TECHNOLOGY

CEILING MOUNTED OCCUPANCY SENSORCEILING MOUNTED RESTROOM OCCUPANCY SENSORCEILING MOUNTED CORRIDOR OCCUPANCY SENSORCEILING MOUNTED HIGH CEILING OCCUPANCY SENSOR LED LIGHTING FIXTURE. LETTER INDICATES TYPE, SMALL LETTER INDICATES SWITCH CONTROL, NUMBER

INDICATES CIRCUIT, CROSS HATCHING INDICATES FIXTURE ON EMERGENCY SYSTEM, FOR SOLID CIRCLE WITHIN FIXTURE REFERENCE APPROPRIATE CATEGORY "A" CIRCUIT RELATED SYMBOL STRIP TYPE LED LIGHTING FIXTURE. LETTER INDICATES TYPE, SMALL LETTER INDICATES SWITCH CONTROL,

NUMBER INDICATES CIRCUIT, FOR SOLID CIRCLE ATTACHED TO FIXTURE REFERENCE APPROPRIATE CATEGORY "A" CIRCUIT RELATED SYMBOL
LED LIGHTING FIXTURE. LETTER INDICATES TYPE, SMALL LETTER INDICATES SWITCH CONTROL, NUMBER INDICATES CIRCUIT, FOR SOLID CIRCLE REFERENCE APPROPRIATE CATEGORY "A" CIRCUIT RELATED SYMBOL DESIGNATES FIXTURE ON EMERGENCY POWER. RE: LIGHTING PLAN NOTES AND FIXTURE SCHEDULE NOTESFOR ADDITIONAL INFORMATION

WALL OR BRACKET MOUNTED FIXTURE OR DEVICE
EXIT LIGHT FIXTURE. LETTER INDICATES TYPE, NUMBER INDICATES CIRCUIT, NUMBER AND LOCATION OF SHADED TRIANGLE SECTIONS INDICATE NUMBER OF EXIT SIGN FACES AND DIRECTION OF EACH FACE.

PROVIDE CHEVRON DIRECTIONAL INDICATORS AS SHOWN ON DRAWINGS OUTDOOR ARM MOUNT AREA FIXTURE. LETTER INDICATES TYPE. SINGLE OR DOUBLE ARM AS INDICATED.OUTDOOR PEDESTRIAN STYLE POST TOP AREA FIXTURE. LETTER INDICATES TYPEOUTDOOR PARKING LOT AREA FIXTURE. LETTER INDICATES TYPE. SINGLE OR DOUBLE ARM AS INDICATED.SPORTS LIGHTING FIXTURE.

ELECTRICAL ABBREVIATIONS
EQUIPMENT ANCHORAGE NOTES TITLE 24 NOTES REMODEL

DIAGRAM

LIGHTING FIXTURES

CIRCUIT RELATED

LEGEND NOTES

LIGHTING CONTROLS

POWER OUTLETS

TELEPHONE/DATA

GENERAL NOTES

LIST OF APPLICABLE CODES

DEVICE LOCATION NOTE

UL LISTINGS NOTE

STRUCTURAL NOTE

DIAGRAMMATIC NOTE

BREAKER, LOW VOLTAGEFUSEDISTRIBUTION TRANSFORMER

CONTROL POWER TRANSFORMER

DRAW-OUT TYPE EQUIPMENTMEDIUM VOLTAGE VACUUM CIRCUIT BREAKER

SWITCH, POWER

METERBATTERY BANK

CURRENT TRANSFORMER
+42" A NOTATION INDICATING THE MOUNTING HEIGHT OF A DEVICE AS MEASURED FROM FINISHED FLOOR OR

GRADE TO CENTER LINE OF DEVICE
MOTORDISCONNECT SWITCH. FRAME SIZE/FUSE SIZE/POLES AS INDICATED, "NF" INDICATES NON-FUSIBLE. NEMA 1ENCLOSURE UNLESS OTHERWISE NOTED. PROVIDE FUSED BUSWAY PLUG WHEN SWITCH IS INDICATED ONBUSWAY. ALL DISCONNECT SWITCHES SHALL BE 30/NF/3 UNLESS OTHERWISE NOTED

SINGLE CIRCUIT BREAKER IN INDIVIDUAL ENCLOSURE
MAGNETIC MOTOR CONTROLLER. NUMBER INDICATES NEMA SIZE. STARTER NEMA SIZE SHALL BE "NEMA 1"UNLESS OTHERWISE NOTED

COMBINATION DISCONNECT SWITCH / MOTOR CONTROLLERCONTACTOR

PANELBOARD

SWITCHBOARD / DP

TRANSFORMER
GROUNDING CONNECTION TO GROUNDING ELECTRODE AS DEFINED IN NEC ARTICLE 250 BELL. "WP" INDICATED OUTDOOR RATEDEXHAUST FAN

EQUIPMENT

MOUNTING OVER OBSTRUCTION DETAIL

FINISHEDFLOOR
2019 CBC
FIG.
11B-308.2.1
34" MAX
15" MIN
48" MAX
24" MAX
2019 CBC
FIG.
11B-308.2.2
2019 CBC
FIG.
11B-308.3.2
46" MAX SIDE APPROACH,

OBSTRUCTED FORWARD

APPROACH AT ACCESSIBLE

SURFACES WITH KNEE/TOE

TOP OF BOX OF

SWITCH, DEVICE,OUTLET FA

MICROPHONE

TOP OF BOX OF

SWITCH, DEVICE,OUTLET FA

MICROPHONE

CLEARANCE
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: TEMPERATUREAND HUMIDITY SENSORS).

JUNCTION BOX

GROUNDING FIXTURE
CR
M
M
S C
AP
DATA OUTLET LOCATION(S) INSTALLED ON WALL. ELECTRICAL CONTRACTOR SHALL PROVIDE 1" CONDUIT PATHWAY FROM EACH LOCATION TO THE NEAREST ACCESSIBLE CEILING SPACE TO A 1-GANG BACK BOX. COORDINATE DATA AND POWER LOCATIONS SO THAT DATA AND POWER ARE AT THE SAME HEIGHT AND IN CLOSE PROXIMITY. CONSISTS OF (2) ACTIVE CAT6A JACKS UNLESS OTHERWISE NOTED.

DATA OUTLET(S) INSTALLED IN CEILING. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A 1-GANG BACK BOX WITH A 1" CONDUIT PATHWAY FROM BACK BOX TO NEAREST ACCESSIBLE CEILING SPACE.

DATA OUTLET INSTALLED IN CEILING, SIMILAR TO ABOVE, FOR WIRELESS ACCESS POINT.DATA OUTLET(S) INSTALLED IN FLOOR BOX. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A FLOOR BOX. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL (1) 1" CONDUIT PATHWAY FROM NEAREST ACCESSIBLE CEILING SPACE TO FLOOR BOX LOCATIONSHOWN ON PLANS. COORDINATE WITH OTHER DISCIPLINES AND SHARE COMMON FLOOR TRENCH WHERE APPLICABLE.

COMBINED POWER/DATA FLOOR BOX. SEE NOTES FOR FLOOR MOUNTED DATA DEVICE AND FLOOR MOUNTED POWER DEVICE FOR MORE INFORMATION.
360 DEGREE CEILING MOUNTED MOTION DETECTOR.

WALL MOUNTED MOTION DETECTOR MOUNTED AT HEIGHT INDICATED ON DRAWINGS. (PROVIDE WIRE GUARD FOR ALL DEVICES MOUNTED IN GYMNASIUM AREAS).

MAGNETIC DOOR CONTACT POSITION SWITCH LOCATED AT ALL EXTERIOR DOORS AND ROOFHATCHES.

INTRUSION DETECTION SYSTEM ARM/DISARM KEYPAD WITH LOCKING VANDAL RESISTANT COVER.

ACCESS CONTROL CARD READER - PROVIDE INFRASTRUCTURE, CONDUIT, SUPPORT AND WIRING. THE DEVICES WILL BE WIRED BY OTHERS.

COMBINED WALL MOUNTED INTERCOM SPEAKER (CABLING CONTRACTOR SHALL PROVIDE (1)CAT6 CABLE ROUTED TO NEAREST MDF/IDF) AND CLOCK (CABLING CONTRACTOR SHALL PROVIDE (1) CAT6 CABLE ROUTED TO NEAREST MDF/IDF)
IP-BASED SURVEILLANCE CAMERA - PROVIDE INFRASTRUCTURE, CONDUIT, SUPPORT AND WIRING. THE DEVICES WILL BE WIRED BY OTHERS.

AP ALARM CONTROL PANEL - PROVIDE INFRASTRUCTURE, CONDUIT, SUPPORT AND WIRING. THE DEVICES WILL BE WIRED BY OTHERS.

KG SM
1 2
COM-2500586 1124 DEL PASO BLVD JOBCOPY
_________________________________________

THE APPROVAL OF ALL ELECTRICAL WORK

IS SUBJECT TO FIELD INSPECTIONS
By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Jun 19, 2025

ELECTRICAL DIVISION
By:

COM-2500586 1124 DEL PASO BLVD JOBCOPY
_________________________________________

THE APPROVAL OF ALL ELECTRICAL WORK

IS SUBJECT TO FIELD INSPECTIONS
By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Jun 19, 2025

ELECTRICAL DIVISION
By:

COM-2500586 1124 DEL PASO BLVD JOBCOPY
_________________________________________

THE APPROVAL OF ALL ELECTRICAL WORK

IS SUBJECT TO FIELD INSPECTIONS
By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Jun 19, 2025

ELECTRICAL DIVISION
By:

COMPACT

COMPACT STAFF ONLY

SOUTHGATE RD

DEL PASO BLVD LOCHBRAE RD ALLEY
(E) BUILDING

PUBLIC WAY

NO PARKING NO PARKING

NO PARKING
A

NO PARKING

MOTORCYCLE ONLY

COMPACT COMPACT COMPACT

LOADING ZONE

COMPACT STAFF ONLY

MOTORCYCLE ONLY

COMPACT COMPACT COMPACT COMPACT
C @ 3.33' C @ 3.33'
C @ 3.33' C @ 3.33'
A @ 10' A @ 10'
A @ 10'
A @ 10'
A @ 10'
A @ 10'
A @ 10'
A @ 10' A @ 10'
B @ 16'
B @ 16'
B @ 16'
B @ 16' B @ 16' B @ 16'
(E) @ 16'
(E) @ 16'
(E) @ 16'
(E) @ 16' (E) @ 16'
(E) @ 16'
A1 @ 10' A1 @ 10' A1 @ 10' A1 @ 10'
3 4 4 4 3 3 3 3 3 3 3
3333
4334
5434
25535
29646
12747
13847
11746
9757
101067
121286
111186 5
12 33
87 9912544
1084444
763335
333224
332233
761223
1095347
9953614
764251213621257
3322489521234
2222489521246
4322410
874348
991124
1082222
651233
334234
333335
867444
99 109
76 23
37 131310
1515106
141287
141282
181497
1916
1814
4714
1212
810
44566
4444444
1085444465
1013126545655
7943655
45655
85 129

0.20.40.6 0.61.01.7

0.91.42.1 1.01.52.3

0.91.41.9 0.81.11.4

0.60.81.0 0.40.61.0

0.30.51.2 0.20.51.4

0.30.81.8 0.51.31.7

0.61.62.8 0.93.48.1

1.04.08.2 0.72.44.9

0.41.01.5 0.20.40.5

0.20.30.3 0.20.40.5

0.40.91.4 0.72.34.5

1.04.010.6

0.93.58.7 0.61.73.1

0.30.70.9 0.20.30.3

0.10.10.1 0.00.10.1

0.00.00.0 0.00.00.0

0.00.10.1 0.10.10.1

0.20.30.3 0.30.71.0

0.61.83.3 0.93.69.1

1.03.910.3

0.72.24.2 0.40.91.3

0.30.60.7 0.40.70.9

0.61.62.7 0.93.37.9

1.04.111.0

0.72.55.1 0.41.01.5

0.20.40.5 0.10.20.2

0.00.10.1 0.00.00.0

0.00.10.0 0.40.60.0

0.60.81.3 0.61.01.5

0.60.91.3 0.50.71.0

3.42.82.62.2 5.87.69.39.37.75.84.43.22.42.02.12.52.93.64.03.83.43.02.5

5.97.89.49.47.85.94.43.42.72.22.32.73.24.34.94.84.03.32.7 5.06.16.96.96.25.14.13.22.62.22.32.73.14.04.24.84.13.73.22.61.91.2

2.22.73.23.73.93.93.73.32.82.32.02.02.22.52.93.34.04.33.73.12.92.41.81.1 1.41.51.71.71.91.92.02.01.71.51.41.61.92.42.83.23.63.83.53.02.62.31.71.1

1.21.41.21.11.21.51.71.81.71.41.41.72.32.82.83.03.23.33.22.92.62.31.81.2 1.92.32.52.42.52.52.62.62.62.72.93.23.53.53.12.82.82.92.82.62.42.21.91.2

2.63.64.75.24.83.93.63.63.84.65.55.75.04.23.12.92.62.42.22.11.81.2 1.82.53.34.13.52.93.03.33.03.24.34.33.42.91.93.22.52.22.32.32.01.2

2.23.57.811.78.34.13.02.83.95.110.910.24.73.21.83.42.42.32.82.82.51.4

3.52.42.63.43.53.31.9 3.82.73.44.54.64.42.6

4.14.14.76.06.35.93.5 4.95.06.27.88.47.64.6

5.55.07.59.09.99.28.4 6.85.48.59.29.89.28.5

11.05.88.58.48.37.64.7 8.95.07.97.36.55.83.5

6.25.24.42.5 4.94.13.31.7

3.53.02.41.2 2.62.12.63.2

3.61.54.810.2

3.61.24.87.0 3.21.63.87.4

2.52.32.21.7 3.93.42.81.4

5.44.53.72.0 6.65.74.92.9

9.55.18.37.77.16.43.8 10.85.98.78.89.08.56.0

6.75.48.49.310.19.49.2

5.65.07.38.79.69.07.1 3.74.75.97.37.66.94.1

5.14.04.55.65.85.53.3 10.47.74.22.73.24.34.44.12.4

8.87.04.02.52.63.33.53.21.8 8.110.17.46.13.92.62.32.72.82.41.4

4.66.67.25.23.62.62.42.52.42.11.3 6.46.54.73.63.12.82.82.72.51.91.2

3.42.82.72.93.33.53.32.82.01.2 7.33.62.62.22.43.14.14.74.53.83.02.01.2

4.44.43.96.24.13.62.82.42.83.85.36.46.35.34.23.11.90.8 5.04.03.65.65.33.93.12.82.62.63.14.46.18.18.97.96.04.42.51.0

6.810.06.54.03.85.54.83.72.72.02.12.43.14.25.67.69.59.98.55.73.0

3.33.63.75.94.74.23.62.92.22.12.32.83.64.45.67.18.79.88.62.7 1.62.24.54.73.53.02.92.82.72.52.62.62.93.43.94.85.75.75.5

2.73.02.72.32.22.73.23.33.22.92.62.62.83.13.32.9 1.52.12.22.43.34.24.64.33.73.12.42.11.81.6

2.94.15.66.56.15.04.03.01.91.2 3.04.86.68.58.87.45.63.92.10.9

1.92.94.35.98.19.69.67.74.82.3 2.33.44.35.77.58.810.16.8

2.33.03.84.95.65.4 1.82.42.93.02.4
111
J @ 0.5' J @ 0.5'

ELECTRICAL

SITE PLAN -

PHOTOMETRIC
Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\E\_TI 3/4/2025 1:16:30 PM E1.1P
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 ENGINEE
R

STATE OF CALIFORNIA ELECTRICAL
STEV EN C.MUSSER
Exp. 3-31-26
1 PC COMMENTS 03-04-2025
2 OWNER/PBK COMMENTS 03-04-2025
KG SM
1 SCALE: ELECTRICAL SITE PLAN - PHOTOMETRIC 3/32" = 1'-0" COM-2500586 1124 DEL PASO BLVD JOBCOPY _________________________________________ THE APPROVAL OF ALL ELECTRICAL WORK IS SUBJECT TO FIELD INSPECTIONS By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Jun 19, 2025

ELECTRICAL DIVISION
By:

SALES OFFICE
OFFICE

OFFICEOFFICE
OFFICE

OFFICEOFFICE
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
65 SF
AG RR
81 SF
AG RR

STAFF AREA

OFFICE OFFICE OFFICE OFFICE

OFFICEOFFICE

OFFICE OFFICE OFFICE OFFICE

KITCHENETTE

LOBBY/FOYER CONFERENCE CONFERENCE ROOM

FIRE RISER
36 STAFF BREAK
(E) 'LCP'(E) PANEL 'D'
(E) PANEL 'E'
(E) PANEL 'C'
(E) PANEL 'B'
(E) PANEL 'A'(E) 'MSB'
KG

LIGHTING PLAN -

DEMOLITION
E2.1
SCALE:

N
1 ELECTRICAL LIGHTING PLAN - DEMOLITION 1/8" = 1'-0"
Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\E\_TI 3/4/2025 1:16:31 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 ENGINEE
R

STATE OF CALIFORNIA ELECTRICAL
STEV EN C.MUSSER
Exp. 3-31-26
1 PC COMMENTS 03-04-2025
2 OWNER/PBK COMMENTS 03-04-2025

GENERAL NOTES

1. DEMOLISH ALL EXISTING LIGHT FIXTURES THROUGHOUT BUILDING. IDENTIFY AND

PRESERVE IN PLACE EXISTING CIRCUITRY TO BE UTILIZED FOR NEW FIXTURES TO BE INSTALLED. LABEL JUNCTION BOXES WHERE APPLICABLE AND UPDATE PANEL SCHEDULES.

SM
COM-2500586 1124 DEL PASO BLVD JOBCOPY _________________________________________ THE APPROVAL OF ALL ELECTRICAL WORK IS SUBJECT TO FIELD INSPECTIONS By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Jun 19, 2025

ELECTRICAL DIVISION
By:

SALES OFFICE
OFFICE

OFFICEOFFICE
OFFICE

OFFICEOFFICE
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
65 SF
AG RR
81 SF
AG RR

STAFF AREA

OFFICE OFFICE OFFICE OFFICE

OFFICEOFFICE

OFFICE OFFICE OFFICE OFFICE

KITCHENETTE

LOBBY/FOYER CONFERENCE CONFERENCE ROOM

FIRE RISER
36 STAFF BREAK
(E) 'LCP'(E) PANEL 'D'
(E) PANEL 'E'
(E) PANEL 'C'
(E) PANEL 'B'
(E) PANEL 'A'(E) 'MSB'
1 1
1 1
1 1
1 1
1 1
(E) 'UPS'
222
222
2 2
2 2
2 2 2
KG

POWER PLAN -

DEMOLITION
E2.2
SCALE:

N
1 ELECTRICAL POWER PLAN - DEMOLITION 1/8" = 1'-0"
Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\E\_TI 3/4/2025 1:16:31 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
E2.2DEMOPWR
R

EGISTERED PROFESSIONAL ENGINEE
R

STATE OF CALIFORNIA ELECTRICAL
STEV EN C.MUSSER
Exp. 3-31-26
1 PC COMMENTS 03-04-2025
2 OWNER/PBK COMMENTS 03-04-2025

GENERAL NOTES

1. EXISTING POWER RECEPTACLE COVER PLATES THROUGHOUT BUILDING ARE WITHIN

SCOPE OF THIS PROJECT REGARDLESS OF THEIR BEING INDICATED ON THESE PLANS AND ARE TO BE REMOVED AND REPLACED WITH NEW STAINLESS STEEL COVER PLATES.

FOR INDICATED AREAS, FOLLOW ADDITIONAL REQUIREMENTS SET BY KEYNOTES.

KEYNOTES
WALLS TO BE DEMOLISHED IN THESE AREAS FOR NEW FLOOR PLAN. DEMOLISH

EXISTING POWER RECEPTACLES, J-BOXES AND FIRE ALARM DEVICES AND

PRESERVE IN PLACE THE EXISTING CIRCUITRY AND CABLING FOR USE IN NEW FLOOR PLAN.

DEMOLISH EXISTING FAN. DISCONNECT AND REMOVE EXISTING CIRCUITRY BACK TO NEAREST JUNCTION BOX AT CEILING AND PRESERVE FOR FUTURE USE. 12 SM
COM-2500586 1124 DEL PASO BLVD JOBCOPY _________________________________________ THE APPROVAL OF ALL ELECTRICAL WORK IS SUBJECT TO FIELD INSPECTIONS By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Jun 19, 2025

ELECTRICAL DIVISION
By:

REFER TO

ARCHITECTURAL
PLANS.
5 GFCI(WP)

GFCI(WP)

GFCI(WP) GFCI(WP)

GFCI(WP)
1 1
1 1
1 1
1 1
5 5
5 5
5 2
5 5
5 5
3 4
3 4
4 2
B-6/8/10
B-18/20/22 B-24/26/28 B-30/32/34
B-42
B-36/38/40
C-39
B-12
C-32/34/36
C-20/22/24
C-26/28/30
C-38/40/42
A-28/30/32
A-22/24/26
A-16/18/20
UPS-38/40/42
A-41
UPS-36
A-36
A-36
A-36
A-36
A-36
A-36
A-36 A-36

APPROXIMATE

LOCATION OF

EXISTINGPANELBOARDS 'B'
AND 'C' BELOW. TO
REMAIN

APPROXIMATE

LOCATION OF

EXISTINGPANELBOARD 'UPS'
BELOW. TO REMAIN.

APPROXIMATE

LOCATION OF

EXISTINGPANELBOARDS 'D',
A, AND 'LCP' BELOW.

TO REMAIN

APPROXIMATE LOCATION

OF EXISTING 'MSB'
BELOW. TO REMAIN.

Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\E\_TI 3/4/2025 1:16:32 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
E2.3 DEMORP A.A.

EGISTERED PROFESSIONAL ENGINEE
R

STATE OF CALIFORNIA ELECTRICAL
STEV EN C.MUSSER
Exp. 3-31-26
1 PC COMMENTS 03-04-2025
2 OWNER/PBK COMMENTS 03-04-2025

ELECTRICAL

ROOF PLAN - DEMOLITION
E2.3
SCALE:

N
1 ELECTRICAL ROOF PLAN - DEMOLITION 1/8" = 1'-0"
K.G. S.M.

KEYNOTES

DISCONNECT AND REMOVE THE SERVICE RECEPTACLES AND RELATED BOXES AND COVERPLATES. PRESERVE THE CONDUIT PENETRATION AND STUB-UP AND PROTECT THE DISCONNECTED LINE SIDE CONDUCTORS.EXISTING MACHINE TO BE REMOVED FOR RE-ROOFING AND THEN REPLACED IN THE SAME LOCATION AFTERWARD. DISCONNECT AND REMOVE THE (E) DISCONNECT SWITCH AND TERMINAL CONDUIT/WIRING TO THE MACHINE. PRESERVE THE CONDUIT PENETRATION AND STUB-UP AND PROTECT THE DISCONNECTED LINE SIDE CONDUCTORS. RECONNECT THE EXISTING MACHINE AFTER IT IS RE-INSTALLED.EXISTING MACHINE TO BE REMOVED AND REPLACED WITH NEW. DISCONNECT AND REMOVE THE (E) DISCONNECT SWITCH AND TERMINAL CONDUIT/WIRING TO THE MACHINE. PRESERVETHE CONDUIT PENETRATION AND STUB-UP AND PROTECT THE DISCONNECTED LINE SIDE CONDUCTORS.

EXISTING MACHINE TO BE DEMOLISHED. DISCONNECT THE EXISTING DISCONNECT SWITCH

AND TERMINAL CONDUIT/WIRING TO THE MACHINE BACK TO THE NEAREST ACCESSIBLE JUNCTION BOX BELOW ROOF AND SAFE OFF REMAINING CONDUCTORS.

EXISTING MACHINE TO BE REMOVED FOR RE-ROOFING AND THEN REPLACED IN THE SAME LOCATION AFTERWARD. DISCONNECT AND REMOVE THE (E) DISCONNECT SWITCH AND TERMINAL CONDUIT/WIRING TO THE MACHINE. PRESERVE THE CONDUIT PENETRATION AND STUB-UP. REMOVE AND DEMOLISH THE FEEDER CONDUCTORS BACK TO SOURCE PANEL. 12345
COM-2500586 1124 DEL PASO BLVD JOBCOPY _________________________________________ THE APPROVAL OF ALL ELECTRICAL WORK IS SUBJECT TO FIELD INSPECTIONS By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Jun 19, 2025

ELECTRICAL DIVISION
By:

D D D D
D
OC
R
R
OC
D
OC
OC
4 3
HB
k
kk
k
D
D
D
D
DD
DD
D
D
k
OC
(E) 'LCP'(E) PANEL 'D'
(E) PANEL 'E'
(E) PANEL 'C'
(E) PANEL 'B'
(E) PANEL 'A'(E) 'MSB'
R
R
X
X
X
X
X
X
AMHS
2 CHILDRENS AREA
23 CHILDRENS RR
24 FLEX
3 OFFICE
4 OFFICE
5 OFFICE
6 STAFF BREAK
7 AG RR
8 AG RR
9 FRIENDS ROOM
10 READING AREA
11 STAFF WORKROOM
19 TEEN AREA
17 STAFF

CIRCULATION

COUNTER
18 CHILDREN CPU
22 MEETING ROOM
13 LOBBY/FOYER
14 ADULT SEATING
AREA
15 ADULT AREA
12 STAFF OFFICE
20 COMMUNITY ROOM
26 COMMUNITY

ROOM STORAGE
27 HALLWAY
01 KITCHENETTE
28 MOBILE

SERVICES
29 SUPERVISORS
OFFICE
30 STORAGE ROOM
31 FIRE RISER ROOM
36 COMP STORAGE
37 MENS RR
33 WOMENS RR
32 MAKER SPACE &

KITCHENETTE
35 RESTROOM
21 HB
HB
HB
HB
HB
HB
HB
HB
R
k
HB
1 1
1 1
2 2
X
X
X
D
HB
3 E6.1
TYP.
3 E6.1
TYP.
3 E6.1
TYP.

HB
3 E6.1
TYP.
4 E6.1 TYP.
7 E6.1
TYP.
7 E6.1
TYP.
7 E6.1
TYP.
7 E6.1
TYP. 7
E6.1
TYP.
7 E6.1
TYP.
7 E6.1
TYP.
8 E6.1
8 E6.1
3 E6.1
TYP.
7 E6.1
TYP.
7 E6.1
3 3
D1E
D1
D1E
D1
D1E
D1
D1E
D1
D1E
D1

FE F F FFE F F F
K8'
K8'
E1BE
F
E1AE E1A E1A E1A
F
F FE
F
G8'
G24'
G8' G8'
E3A
E1B
D2E D2 D2
D2
E1B E1BE
G6' G6' G6' G6'
D2E
D2
I
I
E1BE
I
I
E1BE E1B E1B E1B E1BE
E1BE E1B
D1E
D1
E2BE
E2B E2B E2BE
G12'
G16' E2BE
NE
N
G16'
G20'
G8'
G22'
G8'
G20'
M MM M
M
M G12'
E3AE
L20'
E1B
E2B E2B E2B E2BEE2B E2B E2B E2BE
E2B E2BE
G4'
G22'
M M
M
M M M
E2B E2BE E1B E1B
E3AE
E2B (N) 'DB-F'
GE4' G20' GE4' GE4'
G26'
GE4'
GE4'
G24' GE4'
G18' GE4'
GE4'
GE4'
GE4'
GE4'
B-26 B-26
B-26 B-26 B-26 B-26 B-26 B-26 B-26 B-26 B-26 B-26
B-26 B-26 B-26 B-26 B-26 B-26
B-26
B-26
B-28
B-28
B-28 B-28
B-28
B-28
B-28
B-28
B-26
B-26
B-28
B-28
A-11 A-11 A-11
A-11 A-11
A-11
A-11
A-11
A-11
A-11
A-11 A-11 A-11 A-11
A-11 A-11 A-11 A-11
A-11 A-11 A-11 A-11
UPS-10
UPS-10
A-13 A-13 A-13
A-13
A-13
A-13
A-13
A-13
A-13
A-13
A-13
A-31 A-31
A-31
A-31
A-23
A-23
A-23 A-23
A-23
A-23
A-19 A-19 A-19 A-19
A-9 A-9
A-9
A-9 A-9
A-9 A-9
A-9
A-9
A-9 A-9
A-9 A-9
A-9
A-9
A-25 A-25 A-25 A-25
A-25 A-25
A-25 A-25
A-25 A-25 A-25 A-25
A-25
A-25
A-25 A-25
A-25
A-25
A-25
A-25 A-25
A-25
A-25
A-25
A-25
A-25
A-25 A-25 A-25
A-25
A-11
A-11 A-11 A-11 A-11
N
NE NE
N
N
GE6' GE6' GE6'
7 E6.1
TYP.

G8' GE4'
A-9 A-25
4 A-25
D
D
STUDY 2
16 DZ1
D
D
F
A-13
DZ2
DZ2 D2
D2E
DZ2
DZ1 DZ1DZ2
DZ1 DZ1
DZ2 DZ2
DZ1
DZ1
DZ2
FE
A-19 A-19 A-19
A-25
H
7 E6.1
TYP.
8 E6.1
8 E6.1
TYP.

TYP.
7 E6.1
TYP.

X
X
X

STAFF AREA
1 HALLWAY
2 FRIENDS STACKS
25 HALLWAY
00 KG

LIGHTING PLAN -
NEW
E3.1
SCALE:

N
1 ELECTRICAL LIGHTING PLAN - NEW 1/8" = 1'-0"
Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\E\_TI 3/4/2025 1:16:33 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 ENGINEE
R

STATE OF CALIFORNIA ELECTRICAL
STEV EN C.MUSSER
Exp. 3-31-26
1 PC COMMENTS 03-04-2025
2 OWNER/PBK COMMENTS 03-04-2025
SM

KEYNOTES

INTEGRATE NEW CEILING FAN WITH NEW BATHROOM LIGHTING OCCUPANCY SENSOR.

INTEGRATE EXISTING EXHAUST FAN WITH NEW BATHROOM LIGHTING OCCUPANCY SENSOR.

ZONE DESIGNATED FOR FUTURE TENANCY. CIRCUITS IN THIS AREA ARE TO BE SUPPLIED FROM PANELS 'B' AND 'C' ONLY.

PROVIDE AND INSTALL FIXTURE FOR TREE ALCOVE. COORDINATE WITH

CASEWORK CONTRACTOR AND CUSTOMER TO VERIFY FIXTURE'S FINAL LOCATION PRIOR TO INSTALLATION.
1234

1. LIGHTING CONTROL SYSTEM TO BE BY BLUE RIDGE TECHNOLOGIES:

BACNET-BASED LIGHTING CONTROL SYSTEM.

2. SEE LIGHT FIXTURE SCHEDULE ON SHEET 'E3.1S' FOR MOUNTING HEIGHTS FOR ALL FIXTURES. COORDINATE WITH MECHANICAL CONTRACTOR PRIOR TOFINAL INSTALLATION TO AVOID UNFORSEEN CONFLICTS WITH DUCTWORK.

3. UTILIZE PRESERVED CIRCUITS SHOWN FROM DEMO PHASE TO POWER NEW LIGHT FIXTURES. REMOVE UNUSED CIRCUIT CONDUCTORS BACK TO SOURCEPANEL AND UPDATE PANEL SCHEDULE TO REFLECT FINAL INSTALLATION.

GENERAL NOTES
COM-2500586 1124 DEL PASO BLVD JOBCOPY _________________________________________ THE APPROVAL OF ALL ELECTRICAL WORK IS SUBJECT TO FIELD INSPECTIONS By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Jun 19, 2025

ELECTRICAL DIVISION
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
242520
414529
465032
28323228
40474739
36434336
23262623
26303026
39454537
35404034
21242421
22272723
38444437
41464640
20222220
34393933
41484839
31353429
471210
482016
241685
101075
192426273138393224233037372923233037352721223036332415
243438343847493827263546463525263746443223253645422917
254042363744453627263342423325263442403023243341382717
243436363635333540403326253137373024243136352822233035332517 253739363635343845463728263443423324253442403022243341382717 3943374049504028273546453323243545423021233444412817
4041363641423527253036342620202733322418192633312214
3233313133343027252524201715151820191614141719181512
31333132363735323127
39413639475046444333
41423842535752504936
33353439485249474434
31333439485249474434
39403740515450484735
40413534414440393829
32332624262826252420
3132
4038
4040
3335
36394135
43504942
37454641
2427
1314
6765
9976
151396
2318117
241796
7887
1212108
2218129
2419129
132436403220
142640453622
142334373120
132333373020
132438433421
122234383019
101521231914
8101213119
384637
404840
404840
374637
29333329
39464639
34414135
24272724
36424236
38454538
3026
79 12
16 19
22 8
12 17
21 25
27 91829373526
92140555234
72241545035
21540514835
182845565237
203147555035
233651564632
243956594630
243953554429
254055574429
243955574428
233750524127
223650524026
193042443422
16212728
121517
11 22303122
27404128
28414129
28414229
26383927
20272821
1414
2021
2728
2930
2728
2424
2524
2828
3030
3129
233031241523283027272522
2126262124 15
293334363737383836363531
425151545754576054545644
536764697570778273747758
516563687573859484858867
394848525864839585869068
263032353950738577798363
2537556660626450
1724354139404034
1316202323232320
1012141515151513
364235372916
4452393829
394431
25 4647
6156
676656
827864
737058
216056
20454
4327
224141
203737
4744
5758
566364
647479
586668
571218
531014
2644
424021
383620
324237
415749
415648
314136
1620262928272928221612
1827414741394546332114273922
2236606957536567462617375435
25437283686379815531
27477890746985875934
29498092767187896135
1721232430498092777187896135
2636372528477890746985875934
35524824437284696479815532
545022376170585466684728
413918284349424047473422
15202730282729292418
283529
364637
334234
222723
293429
384839
415142
434638
434738
475443
455140
283529
4332241919222719
5942282323314449413437505545
72503326284059675542
7854362932467080644537414337
8156373034507586694942505344
7955373035517888725332
7451352934517889715040424437
6244312733507586694942505344
463528263147254827
19283227195223044373644104237414438
2741504126938544649606758554549423637475143
335366543363349394657727260133019
355872604122243056786229282525
3455686046443930232021273432305674661227
30445552505757422924273153493862847559634731
233038425269725335293470645262721135
1419233552758060393238787880867675826140
203038342624355277836241334082878730621045
23435736262332527783416282777464475264705446
8101628496629507581603932395878714936354972816041
10141728506754352631466975563629345067614231324567755634 3543514552433126435750332527395762473125273848453326273856624730 4761716675603924334138282222304144342519212630292421233041443528 556882728668172328292519151920191817192531282428
476272677560361620242216151621232421171315161616151724311329 354352465642162528292519161517181817122643529
1317243343453425191923272622133357531
121319305270623929304464362329162332434031163966636
1514295278333144625740204271739
252224324454483527355582353653766947234373846
31373838393634406280714735375580353858827551254373947
4758575760483154793539598476522643731047
60767473786445384756493325335277333959837551254271945
65828079857253506681704634344972313756797248243967839
617775747964254263273349706342213459630
4960595861493216212522151220334833202416243853483319162944251824 3338393839352825293329221918243133262119212834312418182329292417 212425251611171913
373428
414233
454337
423934
403833
404035
363931
303126
22262932343536384558646365605241
28333943464746465264707072686249
32394757625954515359636668645644
3543526572655651505254606660
36455363686051454342434855
3745536265554436333232
364451596250372925
33404548483930
303537363329
25282927
2022
16 34 25 15
212217
D1 @ 8.75'D1 @ 8.75'
D1 @ 8.75'D1 @ 8.75'
D1 @ 8.75'D1 @ 8.75'
D1 @ 8.75'D1 @ 8.75'
D1 @ 9'D1 @ 9'
F @ 9' F @ 9' F @ 9' F @ 9'
F @ 9' F @ 9' F @ 9' F @ 9'
K8' @ 7.25'
K8' @ 7.25'
E1B @ 10'
F @ 10'
F @ 10'
F @ 10' F @ 10'
F @ 10'
F @ 10'
G8' @ 10'
G28' @ 10'
G8' @ 10'G8' @ 10'
E3A @ 9'
E3 @ 9'
D2 @ 13' D2 @ 13' D2 @ 13'
D2 @ 13'
D2 @ 13'
D2 @ 13'
E1B @ 10' E1B @ 10'
G6' @ 10' G6' @ 10' G6' @ 10' G6' @ 10'
I @ 6.35'
I @ 6.35'
E1B @ 10'
I @ 6.35'
I @ 6.35'
E1B @ 10' E1B @ 10' E1B @ 10' E1B @ 10' E1B @ 10'
E1B @ 10'
E1B @ 10'
D1 @ 9'D1 @ 9'
E2B @ 10'
E2B @ 10' E2B @ 10' E2B @ 10'
G16' @ 10'G16' @ 10' E3A @ 9'
M @ 10'
G12' @ 10'G24' @ 10'
G28' @ 10'
G12' @ 10'
G24' @ 10'
M @ 10' M @ 10'M @ 10' M @ 10'M @ 10' M @ 10'
G12' @ 10'
L20' @ 10'
E1B @ 10'
E2B @ 10' E2B @ 10'E2B @ 10' E2B @ 10'E2B @ 10' E2B @ 10'E2B @ 10' E2B @ 10' E2B @ 10' E2B @ 10'
G8' @ 10'
G26' @ 10'G26' @ 10'
M @ 10'M @ 10'
M @ 10'
M @ 10' M @ 10' M @ 10'
E2B @ 10' E2B @ 10'E1B @ 10' E1B @ 10'
E3A @ 9'
G22' @ 10'
G12' @ 10'
@ 10' @ 10'
@ 10'
D2 @ 8.75'
G16' @ 10'
G24' @ 10'
G22' @ 10'
@ 10' @ 10'
E2B @ 10'
E2B @ 10'
E2B @ 10'
G6' @ 10' G6' @ 10' G6' @ 10'
N @ 10'
N @ 10'
N @ 10'
N @ 10' N @ 10'
N @ 10'
Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\E\_TI 3/4/2025 1:16:34 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 ENGINEE
R

STATE OF CALIFORNIA ELECTRICAL
STEV EN C.MUSSER
Exp. 3-31-26
1 PC COMMENTS 03-04-2025
2 OWNER/PBK COMMENTS 03-04-2025
1 SCALE: ELECTRICAL LIGHTING PLAN - NEW - PHOTOMETRIC 1/8" = 1'-0" KG

LIGHTING PLAN -
NEW -

PHOTOMETRIC
E3.1P
SM
COM-2500586 1124 DEL PASO BLVD JOBCOPY _________________________________________ THE APPROVAL OF ALL ELECTRICAL WORK IS SUBJECT TO FIELD INSPECTIONS By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Jun 19, 2025

ELECTRICAL DIVISION
By:

Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\E\_TI 3/4/2025 1:16:34 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 ENGINEE
R

STATE OF CALIFORNIA ELECTRICAL
STEV EN C.MUSSER
Exp. 3-31-26
1 PC COMMENTS 03-04-2025
2 OWNER/PBK COMMENTS 03-04-2025
KG

LIGHTING PLAN -
NEW -

STATISTICS &

SCHEDULE
E3.1S
SM
COM-2500586 1124 DEL PASO BLVD JOBCOPY _________________________________________ THE APPROVAL OF ALL ELECTRICAL WORK IS SUBJECT TO FIELD INSPECTIONS By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Jun 19, 2025

ELECTRICAL DIVISION
By:

UP
1 A
BC
D
E
F
G
H
2 3 4 5 6 7 8 9 10 11 12 13

LINE OF VAULTED CEILING ABOVE
4' HIGH

PONY WALL
4' HIGH

PONY WALL
EXISTING LOFT ABOVE; SEE 2 / A2.01
TYP
6" FUR
WALL
IDF
FC
2 FC
1 CEF
2 CEF
3 CEF
4 D-32
D-30
D-24
D-24
B-19
B-19
B-19
D-29
D-29
UPS-39
UPS-35/37
D-29
D-29
D-29
D-27D-27 D-27
D-19
D-19
D-19
D-19
D-19 D-19
D-31
D-31
D-31
D-31
D-9
UPS-21
UPS-21
UPS-21
UPS-25
D-27
UPS-12 UPS-14
UPS-4
UPS-10
UPS-12
UPS-12
UPS-14
UPS-14
UPS-10
UPS-10
UPS-4
UPS-10
UPS-4
(E) 'LCP'(E) PANEL 'D'
(E) PANEL 'C'
(E) PANEL 'B'
(E) PANEL 'A'(E) 'MSB'
B-9
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
B-7
B-7
UPS-23 UPS-25
UPS-25
UPS-27
UPS-27
UPS-27
(E) (E) (E)
UPS-31UPS-31UPS-31
UPS-29UPS-29
(E)
(E)
(E)
(E)
(E)
(E)
UPS-33
(E)
UPS-33
(E)
UPS-4
(E)
(E)
(E)
(E)
(E)
(E) (E)
(E)(E)
(E)
(E)
(E)
(E)
(E)
(E) (E)
(E)(E)(E)(E)
1 1
1 1
1 UPS-23
D-33
D-33
D-33
D-33
UPS-17
UPS-17
D-22
2 2
2 STAFF AREA
1 AMHS
2 CHILDRENS CPU
23 CHILDRENS RR
24 OFFICE
3 OFFICE
4 OFFICE
5 OFFICE
6 STAFF BREAK
7 AG RR
8 AG RR
9 FRIENDS ROOM
10 READING
11 STAFF WORKROOM
19 TEEN AREA
17 STAFF

CIRCULATION

COUNTER
18 CHILDREN AREA
21 MEETING ROOM
13 LOBBY/FOYER
14 ADULT SEATING
AREA
15 STUDY 2
16 ADULT AREA
25 STAFF OFFICE
20 COMMUNITY ROOM
26 COMMUNITY

ROOM STORAGE
27 HALLWAY
00 KITCHENETTE
28 MOBILE

SERVICES
29 SUPERVISORS
OFFICE
30 STORAGE ROOM
31 FIRE RISER ROOM
36 COMP STORAGE
37 MENS RR
33 WOMENS RR
32 MAKER SPACE &

KITCHENETTE
35 HALLWAY
00 3
D-25
D-25
D-23
D-27
D-23
D-23
J 4
5 UPS-19
UPS-19
6 J 7
D-24
D-24
D-30
D-30
D-30
D-32
D-32
UPS-17
2 CEF
1 J
J
8 10

RESTROOM
21 7 J
9 9
26 9 9
B-9
13 13
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
14 18
D-21
B-21
D-21 'IWH-2'
C-3/5
(N) 1-1/2"C - 2 #4, #10G
C-7
C-9
C-11
(E)(E)(E)
(E)
(E)
D-28
D-26
(E)
(E)
UPS-29
D-26
UPS-6/8
UPS-16
UPS-16
UPS-18
(E) PANEL 'UPS'
'WH-1'
A-22/24
B-21
(N) 'DB-F' 17
(N) (2) 3"C
(N) (2) 2"C
18 (E) PANEL 'E'
6 E6.1 11 C-1
UPS-21
UPS-10
15 D-24
UPS-20
UPS-20
16 16
D-36 19 19 D-34
J 20
UPS-22
UPS-17
12 1 D-28
UPS-24
21 UPS-26 22
J J
J J
23 J
J
UPS-28
24 (N) 1"C - 2 #8, #10G
J
25 D-5
J
D-78
J
27 J
27 J
C-13/15
J
C-17/19
J
C-21 23 C-21 23
J
11 C-1
J
C-21 23
J
C-21 23
9 E6.1
9 E6.1
KG

POWER FLOOR

PLAN - NEW
E3.2
SCALE:

N
1 ELECTRICAL POWER PLAN - NEW 1/8" = 1'-0"
Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\E\_TI 5/21/2025 12:51:15 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
E3.2 NEWPWR
R

EGIST ERED PROFESSIONAL ENGINEE
R

STATE OF CALIFORNIA ELECTRICAL
STEV EN C.MUSSER
Exp. 3-31-26
1 PLAN CHECK CYCLE #2 5/23/25
2 5/23/25 OWNER CHANGES

GENERAL NOTES

1. EXISTING POWER AND DATA RECEPTACLE COVER PLATES THROUGHOUT BUILDING ARE

WITHIN SCOPE OF THIS PROJECT REGARDLESS OF THEIR BEING INDICATED ON THESE PLANS AND ARE TO BE REMOVED AND REPLACED WITH NEW STAINLESS STEEL COVERPLATES.

2. ALL DEVICES AND RECEPTACLES SHOWN ON PLANS ARE NEW UNLESS NOTED OTHERWISE.

3. ALL EXISTING RECEPTACLES AND DEVICES NOT SHOWN ON PLANS FALL UNDER THE SCOPE OF THIS PROJECT.

4. EXISTING RECEPTACLES AND DEVICES SHOWN WITHOUT CIRCUITRY TAGS ARE TO REMAIN POWERED BY THEIR EXISTING ELECTRICAL SOURCE. EXISTING RECEPTACLES

AND DEVICES SHOWN WITH CIRCUITRY TAGS ARE TO BE RE-FED FROM THE ELECTRICAL SOURCE ANNOTATED.

KEYNOTES
PROVIDE 120V POWER TO ACCESS CONTROL PANEL.PROVIDE POWER-POLE RACEWAY DOWN FROM CEILING TO SUPPLY POWER ANDDATA TO 'OPAC' AT ENDCAP OF SHELVING UNIT.PROVIDE DEDICATED 120V CIRCUIT AND CAT6 CABLING TO QUADPLEX/DATA PORT FLOOR RECEPTACLE FOR AMHS 'LYNGSOE' SORTER. VERIFY FINAL LOCATION WITH CUSTOMER PRIOR TO INSTALLATION.

PROVIDE DEDICATED 120V CIRCUIT AND CAT6 CABLING TO 'LYNGSOE' BOOK DROPKIOSK. VERIFY FINAL LOCATION WITH OWNER PRIOR TO INSTALLATION.PROVIDE POWER-POLE RACEWAY DOWN FROM CEILING TO SUPPLY POWER ANDDATA TO CIRCULATION DESK RECEPTACLES AND DATA PORTS.PROVIDE POWER-POLE RACEWAY DOWN FROM CEILING TO SUPPLY POWER ANDDATA TO TABLE RECEPTACLES AND DATA PORTS.PROVIDE 120V POWER TO ADA AUTOMATIC DOOR OPENER AT BUILDING ENTRANCE. COORDINATE WITH ARCHITECTURAL FINAL LOCATION BEFORE INSTALLATION.INTEGRATE NEW CEILING FAN WITH BATHROOM LIGHTING OCCUPANCY SENSOR.

PROVIDE 60A, 1PH 208V POWER TO INSTANT WATER HEATER.

PROVIDE 120V POWER TO NEW FIRE SMOKE DAMPER. VERIFY FINAL LOCATIONPRIOR TO INSTALLATION. 123456789
10 11
SM
PROVIDE POWER TO NEW FAN COIL UNIT FROM NEW CORRESPONDING ODU.PROVIDE DEDICATED QUADPLEX NEMA 5-20 RECEPTACLE AND A DEDICATEDNEMA L6-30 RECEPTACLE FOR IDF: CHATSWORTH FIXED RACK WALL MOUNT 11996x24 OPM-0196-13. COORDINATE LOCATION AND MOUNTING HEIGHT WITH CUSTOMER PRIOR TO INSTALLATION.

PROVIDE 120V POWER WITH GFCI PROTECTION TO REFRIGERATOR. 12 1314
1516 ZONE DESIGNATED FOR FUTURE TENANCY. CIRCUITS IN THIS AREA ARE TO BE SUPPLIED FROM PANELS 'B' AND 'C' ONLY.
17 PROVIDE NEW METER/MAIN DISTRIBUTION PANEL TO FEED EXISTING PANELS 'B' AND 'C'. SEE ONE LINE FOR FURTHER INFORMATION.
18 PROVIDE NEW 24"X24"X8" PULL CAN TO INTERCEPT EXISTING FEEDER

CONDUCTORS TO PANELS 'B' AND 'C' AND SPLICE TO NEW FEEDERS FROM NEW DISTRIBUTION BOARD 'F'. MOUNT PULL CAN SO THAT BOTTOM IS A MINIMUM OF 80" AFF. SEE ONE LINE FOR FURTHER INFORMATION.
19 PROVIDE 120V POWER TO SELF CHECKOUT STATION.20 PROVIDE 120V POWER TO BMS PANEL.

PROVIDE POWER-POLE RACEWAY DOWN FROM CEILING TO SUPPLY POWER ANDDATA TO TABLET CHARGING STATION. 21 PROVIDE DEDICATED 120V POWER TO QUAD RECEPTACLE FOR EXTRON CABINET.

VERIFY FINAL LOCATION AND ELEVATION OF CABINET PRIOR TO INSTALLATION. 22 PROVIDE 120V POWER SHORT THROW PROJECTOR.23 PROVIDE 120V POWER TO LAV SENSOR LOW VOLTAGE TRANSFORMER FROM EXISTING CIRCUIT POWERING BATHROOM GFCI. CONNECT TO EACH LAV SENSOR WITH 3/4" RACEWAY (TOTAL OF 4).
24 PROVIDE 120V POWER TO FACP.25 PROVIDE 120V POWER TO CIRC-PUMP. VERIFY FINAL LOCATION PRIOR TO INSTALL.

PROVIDE 120V POWER TO FIRE SPRINKLER BELL.
26 PROVIDE 40A, 1PH 208V POWER TO WATER HEATER.27 PROVIDE 20A, 1PH 208V POWER TO INSTANT WATER HEATER. 2 COM-2500586 1124 DEL PASO BLVD JOBCOPY _________________________________________ THE APPROVAL OF ALL ELECTRICAL WORK IS SUBJECT TO FIELD INSPECTIONS By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Jun 19, 2025

ELECTRICAL DIVISION
By:

FOR OUTSIDE

AIR/VENTILATION TO
FUTURE FAN COILS.

IH
1 HP
1 GFCI(WP)

GFCI(WP)

GFCI(WP)
1 1
1 1
1 1
A-36
A-36
A-36
A-36
A-36
A-36
B-24

APPROXIMATE

LOCATION OF

EXISTINGPANELBOARDS 'B'
AND (N) 'C' BELOW.

APPROXIMATE

LOCATION OF

EXISTING

PANELBOARD
'UPS' BELOW.

APPROXIMATE

LOCATION OF

EXISITING

PANELBOARDS 'D',
'A', 'LCP' AND NEW
PANEL 'E' BELOW.

APPROXIMATE

LOCATION OF

EXISTING 'MSB'
BELOW.

F 60A/3P/F, WP
GFCI(WP) B-24
1 KEYNOTE APPLIES
EXCEPT: PROVIDE

NEW CIRCUIT

INDICATED
REF
1 HP
8 HP
10 HP
6 HP
9 HP
7 HP
5 HP
12 HP
11 HP
13 HP
14 (N) REF-1
3 (E) 3/4"- A-41(E) 2 #12, #12 GR
5 5
5 5
5 5
5 5
5 2
(N) HEAT PUMP(OLD "AC-3" LOCATION)
4 (E) REF-4
2 (E) 3/4"C - 2 #12, #12 GR(E) C-39
2 (E) REF-5
(E) 3/4"C - 2 #12, #12 GR(E) B-12
1 KEYNOTE APPLIES
EXCEPT: PROVIDE

NEW CIRCUIT

INDICATED
(N) HP-1
5 (N) B-6/8/10
(N) 1-1/4"- 3 #3, #8 GR
(E) B -18/20/22
(E) 1"C - 3 #6, #10 GR
(N) HP-8
(N) 1"C - 3 #6, #10 GR(N) E - 8/10/12
(N) HP-5(N)1-1/4"C - 3 #4, #8 GR(N) E - 19/21/23
(N) HP-6
(N) 1"C - 3 #6, #10 GR(N) E - 7/9/11
(N) HP-7
(N) 1-1/4"C - 3 #4, #8 GR(N) E - 1/3/5
(N) HP-9
(N) 1-1/4"C - 3 #4, #8 GR(N) E - 13/15/17
(N) HP-10
(N) 1-1/4"- 3 #4, #8 GR(N) E - 14/16/18
(N) HP-12
(N) 1-1/4"C - 3 #4, #8 GR(N) A - 28/30/32
(N) HP-11
(N) 1-1/4"C - 3 #3, #8 GR(N) E - 26/28/30
(N) HP-13
(N) 1-1-1/4"C - 3 #4, #8 GR(N) A-16/18/20
(N) HP-14
(E) 1"C - 3 #6, #10 GR(E) UPS - 38/40/42
3 (N) HEAT PUMP
E-2
HP
15 F 60A/3P/F, WP
(N) E-20/22/24
(N)1-1/4"C - 3 #4, #10 GR

PROVIDE RACEWAY

AND CIRCUIT TO

MANUFACTURER

SUPPLIED INTERNAL

CONVENIENCE
OUTLET.

ODU
2 ODU
1 (N) 30A/20/NF, WP(N) 3/4"C - 3 #10, #12 GR(N) C - 24/26 (N) 30A/20/NF, WP(N) 3/4"C - 3 #10, #12 GR(N) C - 20/22 6 6
Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\E\_TI 3/4/2025 1:16:39 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
E3.3 NEWRP A.A.

EGISTERED PROFESSIONAL ENGINEE
R

STATE OF CALIFORNIA ELECTRICAL
STEV EN C.MUSSER
Exp. 3-31-26
1 PC COMMENTS 03-04-2025
2 OWNER/PBK COMMENTS 03-04-2025

ELECTRICAL

ROOF PLAN - NEW
E3.3
SCALE:

N
1 ELECTRICAL ROOF PLAN - NEW 1/8" = 1'-0"
K.G.

KEYNOTES
INSTALL (N) 20A GFCI SERVICE RECEPTACLE FROM (E) STUB-UP USING (E) CIRCUIT CONDUCTORS. EXTEND CONDUIT AS NEEDED FOR A COMPLETE INSTALLATION.

RE-INSTALL (E) DISCONNECT SWITCH AND BRING CONDUCTORS FROM (E) STUB-UP TODISCONNECT. MAKE ALL LINE AND LOAD TERMINATIONS TO DISCONNECT AND (N) UNIT.EXTEND CONDUIT/CONDUCTORS AS NECESSARY TO COMPLETE INSTALLATION.UTILIZE EXISTING STUB-UP IF AVAILABLE OR COORDINATE WITH MECHANICAL FOR EXACT

LOCATION TO PENETRATE ROOF AND INSTALL CONDUIT STUB-UP THROUGH PENETRATION FOR (N) UNIT POWER. BRING (N) CONDUCTORS FROM STUB-UP TO DISCONNECT. MAKE ALL LINE AND LOAD TERMINATIONS TO DISCONNECT AND (N) UNIT. EXTEND CONDUIT/CONDUCTORS AS NECESSARY TO COMPLETE INSTALLATION.

INSTALL (N) DISCONNECT SWITCH AND BRING (E) CONDUCTORS FROM (E) STUB-UP TO DISCONNECT. MAKE ALL LINE AND LOAD TERMINATIONS TO DISCONNECT AND (N) UNIT.EXTEND CONDUIT/CONDUCTORS AS NECESSARY TO COMPLETE INSTALLATION.

FOR BIDDING PURPOSES, ASSUME TO PROVIDE NEW DISCONNECT AND FUSES PER CEC TO MATCH NEW UNIT'S FEEDER AND CIRCUIT AMPACITY. IF RATING OF (E) DISCONNECT SWITCH AND FUSES IS SUFFICIENT FOR NEW UNIT, RE-INSTALL AND ISSUE CREDIT TO CUSTOMER.

PROVIDE NEW RACEWAYS AND FEEDER CONDUCTORS TO NEW SOURCE PANEL AND CIRCUITS SHOWN. MAKE LINE AND LOAD CONNECTIONS TO DISCONNECT AND (N) UNIT.

PROVIDE POWER TO NEW ODU UNIT.
123456
S.M.

COM-2500586 1124 DEL PASO BLVD JOBCOPY _________________________________________ THE APPROVAL OF ALL ELECTRICAL WORK IS SUBJECT TO FIELD INSPECTIONS By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Jun 19, 2025

ELECTRICAL DIVISION
By:

ELECTRICAL

SINGLE LINE

DIAGRAM
Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\E\_TI 3/4/2025 1:24:23 PM E4.1
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
E4.1 ONE LINE
R

EGIST ERED PROFESSIONAL ENGINEE
R

STATE OF CALIFORNIA ELECTRICAL
STEV EN C.MUSSER
Exp. 3-31-26
1 PC COMMENTS 03-04-2025
2 OWNER/PBK COMMENTS 03-04-2025 1 SCALE: ONE LINE DIAGRAM NONE KG
(E) MAIN SWITCHBOARD 'MSB' 1200A, 120/208V, 3Ø, 4WIRE, 25KAIC (E)1200A
3P
LSIG
225A
3P
225A
3P
225A
3P
100A
3P
100A
3P
(E)PANEL
'A'
'B' 'C'
'D' 'UPS' 'E'
(E) SMUD
XFMR
400A
3P
(E) (R) (R) (E) (E) (E)
(E)PANEL (E)PANEL
(E)PANEL (E)PANEL
(E)PANEL

KEYNOTES

REMOVE EXISTING BREAKERS FROM MAIN SWITCHBOARD AND PROVIDE COVER PLATES.

INTERCEPT EXISTING FEEDERS AND FEEDER CONDUITS FOR PANELS 'B' AND 'C'

FROM 'MSB' AND RECONNECT TO NEW DISTRIBUTION BOARD 'F' VIA NEW 24"X24"X8" PULL CAN, EXTENDING CONDUITS AND CONDUCTORS AS NECESSARY FOR A COMPLETE AND FUNCTIONING INSTALLATION.

PROVIDE SPACE IN PANEL FOR FUTURE HOUSE METERING PROVISION.PROVIDE NEW 24"X24"8" PULL CAN. SPLICE EXISTING FEEDER CONDUCTORS TONEW FEEDERS FROM DISTRIBUTION BOARD 'F'.

CONTRACTOR TO COORDINATE WITH SMUD PRIOR TO PROJECT TO ENSURE EXISTING TRANSFORMER IS ADEQUATE FOR INCREASED LOAD ON THE SERVICE. 12345
(N) DISTRIBUITION BOARD 'F' 1200A BUSS, 120/208V, 3Ø, 4WIRE, 25KAIC (N)600A
3P
600A3P
(N)
1 1
2 225A
3P
225A
3P
(N) (N) 3
(R) (R)
(N) (2) 3"C - (4)#350, #1 GR EACH SET
(N) 2"C - (4)#4/0, #4 GR
(N) 2"C - (4)#4/0, #4 GR
4 SM
300kVA
5 (E) SMUD
METER
1 2
2 2
1 COM-2500586 1124 DEL PASO BLVD JOBCOPY _________________________________________ THE APPROVAL OF ALL ELECTRICAL WORK IS SUBJECT TO FIELD INSPECTIONS By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Jun 19, 2025

ELECTRICAL DIVISION
By:

ELECTRICAL PANEL

SCHEDULES
Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\E\_TI 3/4/2025 1:16:40 PM E5.1
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
E5.1 SCHEDULES
R

EGISTERED PROFESSIONAL ENGINEE
R

STATE OF CALIFORNIA ELECTRICAL
STEV EN C.MUSSER
Exp. 3-31-26
1 PC COMMENTS 03-04-2025
2 OWNER/PBK COMMENTS 03-04-2025
KG SM
COM-2500586 1124 DEL PASO BLVD JOBCOPY _________________________________________ THE APPROVAL OF ALL ELECTRICAL WORK IS SUBJECT TO FIELD INSPECTIONS By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Jun 19, 2025

ELECTRICAL DIVISION
By:

SURFACE MOUNTED BACK BOX

LIGHT FIXTURE
(APPROX. 15 LBS)
1/4"x2-1/2" KWIK BOLT
TZ-2-CARBON STEEL

CONCRETE WEDGE
ANCHOR (4 TOTAL).

PREDRILL PER

RETAINER/WALL

MOUNTING PLATE
KG SM

ELECTRICAL

DETAILS
Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\E\_TI 5/21/2025 12:52:33 PM E6.1
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

EGIST ERED PROFESSIONAL ENGINEE
R

STATE OF CALIFORNIA ELECTRICAL
STEV EN C.MUSSER
Exp. 3-31-26
1 PLAN CHECK CYCLE #2 5/23/25
2 5/23/25 OWNER CHANGES

WALL MOUNTED FIXTURE DETAIL
RECESSED LAYING FIXTURE DETAIL N.T.S
4 5
6 3
1 2

1. ATTACH WIRE TO FIXTURE (3 TIGHT TURNS MIN. IN 3" MAX.).

2. 'TEK' SCREW GRID TO FIXTURE @ EACH CORNER ATTACH HANGER.

3. WIRES TO STRUCTURE AS PER ARCHITECTURAL DETAIL.

4. (2) #12 GA. WIRE ATTACHED TO FIXTURE AND STRUCTURE AT TWO CORNERS FOR ATTACHMENT SEE ARCHITECTURAL PLANS.

5. LIGHTING FIXTURE PER DRAWINGS AND SCHEDULE

6. CEILING GRID AS CALLED FOR ON ARCHITECTURAL DRAWINGS. 3 PENDANT FIXTURE MOUNTING DETAIL N.T.S
VARIES
WALL

CEILING
WALL
WALL
WALL

SECTION VIEW

MONO-POINT FIXTURE PLAN VIEW

LATERAL SEISMIC BRACING

REQUIRED WHEN FIXTURE CONTACTS
OBSTRUCTION SWINGING 45° FROM VERTICAL

LINEAR FIXTURE PLAN VIEW

TO NEXT FIXTURE PICK

POINT OR WALL

1. HANGER WIRES:
x 12GA GALV. HANGER WIRES FROM
SUPPORT CLIP TO ROOFSTRUCTURE. REFER TO

ARCHITECTURAL DETAILS FORACCEPTABLE HANGER WIRE
CONNECTIONS.

2. SUPPORT CLIP:
x CADDY "INDEPENDENT SUPPORT
CLIP" W/ 1/4-20 STUD. ATTACHESOVER T-BAR RUNNER.

3. J-BOX:
x LIGHTING CIRCUIT J-BOX (AT

POWER FEED END OF FIXTURE
ONLY).

4. ACOUSTIC CEILING TILE:
x INSTALLED IN T-BAR GRID
SYSTEM. SEE ARCH. PLANS.

5. POWER FEED:
x WHITE SO CORD, 18/3 OR 18/4, AS
REQUIRED.

6. AIRCRAFT CABLE:
x 3/32" STAINLESS STEEL AIRCRAFT
CABLE W/ BARREL TERMINAL ATONE END.

7. CANOPY:
x 1/4" INTERNAL THREAD CEILING
COUPLER, AND BARREL TERMINALCAPTURE; BY MANUFACTURER.

8. ZIP TIE:
x NEATLY ZIP TIE POWER FEED TO
AIRCRAFT CABLE AT 6" CENTERSW/ WHITE ZIP TIES.

9. GRIPPER:
x UL LISTED AIRCRAFT CABLE
GRIPPER W/ KNURLED LOCK NUT.
1/4-20" THREADED BODY & NUT
ATTACHES TO FIXTURE.

10. STRAIN RELIEF:
x STRAIN RELIEF BUSHING AT
FIXTURE.

11. 2-CABLE CLAMP:
x SECURE TO EACH HANGER CABLE
WITHIN 4" OF FIXTURE
ATTACHMENT POINT.

12. LATERAL BRACING CABLE:
x 3/32" STAINLESS STEEL AIRCRAFT

CABLE INSTALLED

LONGITUDINALLY ACROSS
FIXTURE TO PREVENT SWAYING.

13. WALL ANCHOR:
x CABLE COUPLER ANCHOR
(GRIPLOCK #DG-CC-APLT-SAT)
SECURED WITH (2) #12 SMS THRU

WALL FRAMING/BLOCKING (PER
3/S0.42) AT EACH END OF FIXTURE.

14. COMPRESSION STRUT:
x PROVIDE COMPRESSION STRUT
AND (4) SPLAY WIRES THROUGH
MAIN RUNNER WITHIN 6" OF EACH

SUPPORT CLIP, SUPPORT CLIPS
TO BE SPACED MAX. 8' O.C. &
WITHIN 6" OF EACH END. SEE
ARCH. DETAILS FOR
INSTALLATION REQUIREMENTS.
1 2
3 4
56789
10 11
1213
14 13
12 11

TO NEXT

FIXTURE
PICK

POINT OR
WALL
11 1213
7 DOWNLIGHT IN HARD CEILING N.T.S 4
3 2
1 4
56 1. BUILDING STRUCTURE.

2. (2) 1-1/2" SELF-TAPPING SCREWS,
TYP.

3. EXPANDABLE MOUNTING BAR.

4. FEED.

5. OUTLET BOX BRACKET (PART OF
FIXTURE BODY).

6. FIXTURE BODY.

N.T.S 2
SURFACE MOUNTED PANEL AT METAL FRAMING N.T.S 6
P

1. SAWCUT AND REMOVE

CONCRETE OR PAVING
WHERE APPLICABLE.WHERE EXISTING SURFACE

IMPROVEMENTS
(CONCRETE, PAVING,
LANDSCAPING, TURF, ETC.)HAVE BEEN REMOVED ORDISTURBED, REPAIR ORREPLACE TO MATCH

SURROUNDING
CONDITIONS.

2. FINISHED GRADE.

3. ROCK FREE NATIVE
BACKFILL, 95%
COMPACTION.

4. #4 MINIMUM SALT-FREE
SAND.

5. S = SIGNAL (INCLUDES

TELECOM, CATV, FIRE

ALARM, SECURITY OR
SIMILAR CABLING. QTY.

AND SIZE AS SHOWN ON
PLANS.

6. P = POWER (THIS DETAIL

APPLIES TO CONDUITS
CARRYING 600V OR BELOWCONDUCTORS. HIGHER

VOLTAGE HAS DIFFERENT
REQUIREMENTS. QTY. AND

SIZE AS SHOWN ON PLANS
TRENCH DETAIL N.T.S
24" MIN.
3"3"

TOTAL TRENCH

WIDTH AS REQUIRED
12" MIN.

P SS

BASE ROCK
(IF APPLICABLE)
1 34
2 3" 3"
6 5
UNDERGROUND PULLBOX DETAIL N.T.S

1. SET BOX FLUSH WITH FINISHED GRADE.

WHERE EXISTING SURFACE IMPROVEMENTS
(CONCRETE, PAVEMENT, LANDSCAPING,
TURF, ETC.) HAVE BEEN REMOVED OR
DISTURBED. REPAIR OR REPLACE TO MATCH
SURROUNDING CONDITIONS.

2. TRAFFIC RATED COVER WHERE APPLICABLE,

NON-TRAFFIC RATED REINFORCED
CONCRETE COVER OTHERWISE. COVER
MARKED OR INSCRIBED WITH INTENDED USE.PROVIDE AND SECURE COVER WITH

FACTORY RECOMMENDED BOLTS AND
HARDWARE.

3. FINISHED GRADE.

4. REINFORCED CONCRETE PULLBOX. QTY AND
SIZE AS SHOWN ON PLANS.

5. PROVIDE BOX EXTENSION RINGS AS
REQUIRED.

6. CRUSHED GRAVEL DRAIN BASE BEDDING.7. TYPICAL UNDERGROUND CONDUIT PER PLANS. DEPTH MIN. 24", SEE TYPICAL
TRENCH DETAIL.

8. EXCAVATE A MINIMUM WIDTH EQUAL TO THE
DIMENSIONS OF THE BOX PULS 6" ON ALL
SIDES. BACKFILL WITH ROCK-FREE NATIVESOIL AT 90% COMPACTION. 6"
6"
3"
1 2 3
4 5
8 7
6 24" MIN.

DEPTH 1
5 SOLID WASHER

BETWEEN PANELBACK AND TD

WALL STUDS PER

STRUCTURAL DETAIL
TD6X16G BACKUP TABTOP AND BOTTOM 2 #12-14X1 7/8TEKS/3 OVER 20" OF WIDTH USE 3 SCREWS
ELECTRICAL AND/ORMECHANICAL PANEL.MAX. WEIGHT 150 LBS.

DETAIL "A"

WALL STUDS PER

STRUCTURAL DETAIL

BLOCKING PER

STRUCTURAL DETAIL
A
-
1 3
2 4
5 6
7 1. METAL CEILING JOIST (TYP.).

2. FOUR (4) #12 SELF-TAPPING
SCREWS, TYP. AT EACH END.

3. FLANGE CUT #6000S137-53 STEEL

STUD BLOCKING, TWO PER EACH
4'-0" LIGHT FIXTURE.

4. FOUR (4) SELF-TAPPING 1/4" x
2-1/2" SCREWS, TWO AT EACH
END OF 4'-0" LIGHTING FIXTURE.

5. CEILING LEVEL.6. LENS.7. FIXTURE BODY.

SURFACE MOUNTED CEILING FIXTURE (METAL STUD) N.T.S 8

CONDUIT SIZE & NUMBERPER PLAN

FRONT VIEW
3/8" INTERNALLY THREADED ROD
HANGING ANCHOR: SIMPSON
STRONG-TIE RWV37200-3/8" ROD
HANGER FOR WOOD VERTICAL 1/4" X 2"
3/8" THREADED ROD

BREAK-APART CONDUIT
CLAMP ("STRUT-STRAP")
3/8" SQUARE WASHER

WITH HEX NUT
1-5/8" DEEP STRUT 12

GAUGE SLOTTED

PRE-GALVANIZED

STRUCTURAL BEAM OR

WOOD FRAMING AT CEILING
MONUMENT LIGHT FIXTURE MOUNTING DETAIL N.T.S 10
36" MAX.

BETWEEN

HANGER RODS
CONDUIT SUPPORT AT CEILING N.T.S 9

MANUFACTURERS

RECOMMENDATIONS
(ACI355.2 & ICC-ES
AC 193)

CMU/CONCRETE WALL
2 2
COM-2500586 1124 DEL PASO BLVD JOBCOPY _________________________________________ THE APPROVAL OF ALL ELECTRICAL WORK IS SUBJECT TO FIELD INSPECTIONS By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Jun 19, 2025

ELECTRICAL DIVISION
By:

TECHNOLOGY SHEET

INDEX, NOTES &
LEGEND
T0.01
KG SM

SHEET INDEX
T0.01 TECHNOLOGY SHEET INDEX, NOTES & LEGENDT2.01 TECHNOLOGY DEMOLITION FLOOR PLANT2.02 TECHNOLOGY NEW FLOOR PLAN T6.01 TECHNOLOGY DETAILS
M
M
GB
KP

DEVICES GROUP SYMBOL CONT

DEVICES GROUP SYMBOL
S
SC

1. ALL 120V POWER REQUIRED FOR THE FUNCTIONALITY OF THE ACCESS

CONTROL, BURGLAR ALARM, AND SECURITY CAMERA SYSTEMS SHALL BE A DEDICATED CIRCUIT AND ON EMERGENCY POWER WHEN AVAILABLE.

SECURITY CONTRACTOR SHALL COORDINATE ALL 120V POWER

REQUIREMENTS AND LOCATIONS WITH ELECTRICAL CONTRACTOR FOR ALLEQUIPMENT AND REMOTE POWER SUPPLIES (TYPICAL)

2. A DOOR CONTACT POSITION SENSOR IS REQUIRED AT ALL ROOF HATCHES (TYPICAL).

3. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY CONDUIT, SLEEVES, AND PROTECTIVE BUSHINGS REQUIRED TO INSTALL COMPLETESECURITY SYSTEM. PROVIDE ALL CONDUITS REQUIRED AT EXTERIOR DOORS

ANNOTATED WITH DOOR CONTACTS OR CARD READERS TO ALLOW FOR INSTALLATION OF DOOR CONTACT POSITION SENSORS AND CARD READERS.

4. SECURITY CONTRACTOR IS RESPONSIBLE FOR CONNECTING SYSTEM TO DISTRICT'S REMOTE MONITORING SERVICE.

5. ALL EXPOSED SECURITY SYSTEMS WIRING OR WIRING ROUTING ACROSS NON ACCESSIBLE CEILINGS SHALL BE ROUTED IN CONDUIT. SIZE CONDUIT AS REQUIRED TO ROUTE SYSTEMS WITH 40% CABLE FILL RATIO. MINIMUM CONDUIT SIZE SHALL BE 3/4"

6. PROVIDE PROTECTIVE COVER FOR ALL DEVICES IN GYMNASIUM AREAS.

7. ENSURE ALL EXTERIOR WALL PENETRATIONS ARE PROPERLY SEALED TO PREVENT ELEMENTS FROM ENTERING BUILDING.

8. NO CONDUITS OR SEAL-TITE SHALL BE INSTALLED ON THE EXTERIOR OF THE BUILDING.

9. ALL LOW VOLTAGE CABLING SHALL BE INDIVIDUALLY ROUTED TO HEAD END POINT AND SUPPORTED IN PROPER CABLE SUPPORT SYSTEM FOR ENTIRELENGTH OF RUN.

10. ALL EXTERIOR CAMERAS SHALL BE MOUNTED 12' ABOVE FINISHED GRADE UNLESS OTHERWISE INDICATED.

11. ALL CONDUIT STUB OUTS AND SLEEVES SHALL HAVE PROTECTIVE BUSHINGS TO PREVENT CABLE DAMAGE. BUSHING TO BE INSTALLED PRIOR TO CABLE INSTALLATION. CUTTING BUSHING AND INSTALLING AFTER CABLE IS INSTALLED WILL NOT BE ACCEPTED.

12. CONTRACTOR SHALL CONNECT FREEZER/COOLER SENSORS TO INTRUSION DETECTION HEAD-END FOR EVENT DETECTION. PROVIDE ALL REQUIRED MODULES TO INTERFACE SENSORS.

13. CONTRACTOR SHALL PROVIDE ALL VIDEO SURVEILLANCE CAMERA MOUNTS AND MOUNTING HARDWARE. COORDINATE WITH OWNER FOR FINAL
INSTALLATION LOCATION PRIOR TO ROUGH-IN. PROVIDE CAMERA FIELD OF VIEW ADJUSTMENTS. COORDINATE WITH OWNER.

14. CONTRACTOR SHALL INTEGRATE THE INSTRUSION DETECTION SYSTEM WITH

THE ACCESS CONTROL SYSTEM TO PROVIDE THE FUNCTIONALITY OF THE

BURGLAR ALARM BEING DISARMED ON AN AUTHORIZED CARD SWIPE AT ANY CARD READER.

15. CONTRACTOR SHALL INTEGRATE THE ACCESS CONTROL, INTRUSION DETECTION AND VIDEO SURVEILLANCE SYSTEMS. PROVIDE ALL REQUIRED MODULES, CABLING AND LICENSES.

16. PROVIDE MOUNTING SUPPORT FROM GRID OR BUILDING STRUCTURE FOR ALL DEVICES INSTALLED IN LAY-IN CEILING TILE.

17. ALL 120V POWER FOR THE SYSTEMS SHALL BE INSTALLED WITHIN THE

ENCLOSURE OR INSTALLED IN CONDUIT CONNECTED TO THE ENCLOSURE SO THAT NO CABLING IS EXPOSED. MC CABLE, ROMEX, SO CABLES OR OTHER METHODS ARE NOT ACCEPTABLE.

PARTIAL LIST OF APPLICABLE CODES:2022 CALIFORNIA ADMINISTRATIVE CODE (CAC), PART 1, TITLE 24 CCR2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 CCR2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 CCR2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 CCR2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 CCR2022 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 CCR2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 CCR2022 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 CCR2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), PART 11, TITLE 24 CCR
2022 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24 CCR TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS PARTIAL LIST OF APPLICABLE CODES:

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE (CA AMENDED): 2022EDITIONNFPA 720 STANDARD FOR THE INSTALLATION OF CARBON MONOXIDE DETECTION AND WARNING EQUIPMENT; 2015 EDITION
NFPA 80 STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES; 2019EDITION UL 464 AUDIBLE SIGNALING DEVICES FOR FIRE ALARM AND SIGNALING SYSTEMS, INCLUDING ACCESSORIES; 2003 EDITION
UL 521 STANDARD FOR HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS; 1999 EDITION
UL 1971 STANDARD FOR SIGNALING DEVICES FOR THE HEARING IMPAIRED; 2018 EDITION (R2010)FOR A COMPLETE LIST OF APPLICABLE NFPA STANDARDS REFER TO 2022 CBC (SFM) CHAPTER 35 AND CALIFORNIA FIRE CODE CHAPTER 80.

SEE CALIFORNIA BUILDING CODE, CHAPTER 35, FOR STATE OF CALIFORNIA

AMENDMENTS TO THE NFPA STANDARDS

SECURITY GENERAL NOTES

SECURITY SYSTEMS LEGEND TECHNOLOGY PLAN GENERAL NOTES AUDIO & VIDEO GENERAL NOTES TECHNOLOGY LEGEND

TECHNOLOGY SCOPE OF WORK

APPLICABLE CODES
KG
Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\T
5/22/2025 2:46:06 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
T0.01 TECHNOLOGY SHEET INDEX, NOTES & LEGEND

REGISTERED PROFES

SIONAL ENGINEER
STATE
OF

CALIFORNIA
ELECT
RICAL

STEV EN
C.MUSSER
Exp. 3-31-26
1 PLAN CHECK CYCLE #2 5/23/25
2 5/23/25 OWNER CHANGES
SM
NOTE:

1. EVERY SYMBOL SHOWN ON LEGEND MAY NOT APPEAR ON DRAWINGS.

REFER TO GENERAL ELECTRICAL NOTES FOR WALL-MOUNTED DEVICE MOUNTING HEIGHTS.

2. REFERENCE SPECIFICATIONS FOR MATERIALS AND METHODS.

3. COMPLETE INSTALLATION OF ALL PRODUCTS SHALL BE IN COMPLIANCE WITH

ALL CODES, INDUSTRY STANDARDS, COMMON PRACTICES AND
MANUFACTURER'S INSTRUCTIONS.

1. ALL 120V POWER REQUIRED FOR THE FUNCTIONALITY OF THE

TELECOMMUNICATION, NETWORK, AUDIO/VIDEO, SECURITY AND FIRE

ALARM EQUIPMENT SHALL BE A DEDICATED CIRCUIT AND ON EMERGENCY POWER WHERE POSSIBLE. CONTRACTOR SHALL COORDINATE AND INSTALL ALL 120V POWER REQUIREMENTS AND LOCATIONS AS REQUIRED FOR ALL EQUIPMENT (TYPICAL).

2. CONTRACTOR SHALL COORDINATE WITH THE TECHNOLOGY CONSULTANT PRIOR TO THE INSTALLATION OF RACKS AND RACK EQUIPMENT. NO RACKS

SHALL BE PERMANENTLY INSTALLED WITHOUT WRITTEN APPROVAL OF THE TECHNOLOGY CONSULTANT.

3. THE PROJECT'S ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

CONDUITS, PULL STRINGS, BACK BOXES AND SLEEVES REQUIRED FOR

DEVICES AND PATHWAYS SHOWN ON THE FLOOR PLANS AND DETAIL SHEETS. ANY ADDITIONAL CONDUITS, SLEEVES, AND RACEWAY

REQUIREMENTS FOR EACH SYSTEM SHALL BE THE RESPONSIBILITY OF EACH SYSTEM INSTALLER.

4. THE SELECTED, INSTALLING CONTRACTOR MUST BE A CERTIFIED

INTEGRATOR/INSTALLER AUTHORIZED BY THE SPECIFIED SYSTEM

MANUFACTURER TO INSTALL THE CABLE PLANT AND CONNECTIVITY PRODUCTS. REFER TO SPECIFICATIONS FOR PRODUCT TYPE ANDDESCRIPTION.

5. SYSTEM WIRING AND EQUIPMENT INSTALLATION SHALL BE IN ACCORDANCE WITH ENGINEERING BEST PRACTICES AS ESTABLISHED BYANSI/EIA/TIA, BICSI, AND THE NEC.

6. ALL WIRING SHALL MEET ALL STATE AND LOCAL ELECTRICAL CODES.

7. ALL TELECOMMUNICATIONS SYSTEMS EQUIPMENT AND MOUNTING

LOCATIONS SHALL BE IN COMPLIANCE WITH ADA ACCESSIBILITY STANDARDS.

8. ALL DATA CABLES ARE TO BE INSTALLED WITH A MINIMUM OF 12 INCHES OF

SEPARATION FROM AC POWER CABLES AND ALL OTHER LOW VOLTAGE CABLING IN ANY PARALLEL OPEN WIRE RUN.

9. ALWAYS CROSS OTHER SYSTEM CABLES AT A 90 DEGREE ANGLE.

10. ALL CABLES AND TERMINATION COMPONENTS SHALL BE MACHINE LABELED AT BOTH ENDS. LABEL ALL CABLES PER THE TECHNOLOGY DRAWINGSAND/OR SPECIFICATIONS. FINAL CABLE/OUTLET IDENTIFICATION LABELS SHALL BE COORDINATED WITH THE OWNER AND CONSULTANT.

11. CONTRACTOR TO PROVIDE LIGHTNING PROTECTION ON ALL

COMMUNICATION CABLE BETWEEN BUILDINGS AND EXTERIOR MOUNTED DEVICES.

12. ALL EXPOSED CABLING ROUTED IN PLENUM SHALL BE PLENUM-RATED. ALL

NON PLENUM-RATED CABLING INSTALLED IN PLENUM SPACES SHALL BE INSTALLED IN CONDUIT.

13. NO TERMINATION OR SPLICES SHALL BE INSTALLED IN OR ABOVE CEILINGS UNLESS NOTED OTHERWISE.

14. CONTRACTOR SHALL MAINTAIN WALL RATING WITH PROPER FIRE BLOCKING METHODS.

15. CONTRACTOR SHALL ROUTE ALL LOW VOLTAGE CABLING DOWN CORRIDORS AND PERPENDICULAR OR PARALLEL TO BUILDING WALLS.

ENTER INTO ALL ROOMS FROM THE CORRIDOR ABOVE THE MAINDOORWAY.

16. ALL COMMUNICATION CABLE INSTALLED SHALL ROUTE TO THE CENTER OF

THE ROOM IN WHICH IT SERVES AND THEN TO THE OUTLET LOCATION IT IS INTENDED FOR. EACH CABLE SHALL HAVE A 10' SERVICE LOOP AT THE CENTER OF EACH ROOM AND A 3' SERVICE LOOP ABOVE EACH OUTLET LOCATION.

17. THE SYSTEM INSTALLER SHALL PROPERLY SUPPORT ALL INSTALLED SYSTEM

CABLING FROM A PANDUIT J-MOD CABLE SUPPORT SYSTEM OR OTHER SUPPORT SYSTEM AS DETAILED IN SPECIFICATIONS. NO CABLING SHALL BE

ROUTED AND TIED DIRECTLY TO BUILDING STEEL, CEILING GRID SUPPORT, CONDUIT, PIPING, OR DUCTWORK. CABLING SUPPORT SYSTEM SHALL BE DIRECTLY CONNECTED TO THE BUILDING'S STEEL JOIST. IN LOCATIONS WHERE THE BOTTOM OF THE JOIST IS MORE THAN 5' ABOVE THE CEILING,

THE SYSTEM INSTALLER SHALL PROVIDE AND INSTALL THREADED ROD AND

ALL REQUIRED MATERIALS TO CONNECT THE THREADED ROD TO THE BUILDING STEEL AND THE CABLE SUPPORT SYSTEM TO THE THREADED ROD.

CABLE PATHWAY SHALL NOT BE HIGHER THAN 5' ABOVE THE CEILING IN ANY LOCATION.

18. CONTRACTOR SHALL PROVIDE TWO (2) CAT6/6A CABLES ROUTED TO THE FIRE ALARM CONTROL PAANEL. CONTRACTOR TO COORDINATE WITH THE

SYSTEM INSTALLER FOR EXACT LOCATIONS AND TERMINATION
INSTRUCTIONS PRIOR TO INSTALLATION.

19. ALL EXPOSED CABLING OR CABLING ROUTING ACROSS NON-ACCESSIBLE CEILINGS SHALL BE INSTALLED IN CONDUIT. CONDUIT SHALL BE PROPERLY SIZED TO MAINTAIN THE 40% FILL RATIO

20. ALL CONDUIT STUB OUTS AND SLEEVES SHALL HAVE PROTECTIVE BUSHINGS TO PREVENT CABLE DAMAGE. BUSHING TO BE INSTALLED PRIOR TO CABLE INSTALLATION. CUTTING BUSHING AND INSTALLING AFTER CABLE ISINSTALLED WILL NOT BE ACCEPTED. CONTRACTOR TO MAINTAIN A 40% MAXIMUM FILL RATION ON ALL SLEEVES INSTALLED.

21. CONTRACTOR SHALL PROVIDE TWO (2) CAT6/6A CABLES TO THE ACCESS CONTROL HEAD-END. CONTRACTOR TO COORDINATE WITH THE SYSTEM

INSTALLER FOR EXACT LOCATIONS AND TERMINATION INSTRUCTIONS PRIOR TO INSTALLATION.

22. CONTRACTOR TO PROVIDE TWO (2) CAT6/6A CABLES TO THE BUILDING AUTOMATION SYSTEM AT EACH BAS HEAD-END LOCATION. CONTRACTOR TO COORDINATE WITH THE SYSTEM INSTALLER FOR EXACT LOCATIONS ANDTERMINATION INSTRUCTIONS PRIOR TO INSTALLATION.

23. CONTRACTOR TO PROVIDE TWO (2) CAT6/6A CABLES TO THE AREA OF REFUGE SYSTEM. CONTRACTOR TO COORDINATE WITH THE SYSTEM

INSTALLER FOR EXACT LOCATIONS AND TERMINATION INSTRUCTIONS PRIOR TO INSTALLATION.

24. CONTRACTOR SHALL PROVIDE (1) CAT6/6A CABLE FOR EACH IP CAMERA AND IP SPEAKER ROUTED TO NEAREST IDF. COORDINATE WITH OTHER TRADES.

25. CONTRACTOR SHALL PROVIDE (2) CAT6/6A CABLES ROUTED TO THE ELEVATOR FOR THE FIRE-FIGHTER TELEPHONE.

26. CONTRACTOR SHALL PROVIDE (2) CAT6/6A CABLES ROUTED TO THE ELEVATOR FOR THE FIRE-FIGHTER TELEPHONE.

27. CONTRACTOR SHALL PROVIDE (1) CAT6/6A CABLE TO THE INTRUSION

DETECTION SYSTEM HEAD-END

1. ALL 120V POWER REQUIRED FOR THE FUNCTIONALITY OF EACH SYSTEM SHALL BE A DEDICATED CIRCUIT. THE INSTALLING CONTRACTOR'S LICENSED

ELECTRICAL SUBCONTRACTOR SHALL COORDINATE ELECTRICAL PANELLOCATIONS AND AVAILABLE DEDICATED FOR THE CONTRACTOR'S SYSTEM REQUIREMENTS (TYPICAL). ELECTRICAL CONTRACTOR SHALL BERESPONSIBLE FOR ALL POWER TO MAIN CONTROL PANELS AND ALL HEAD END EQUIPMENT.

2. THE PROJECT'S ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

IN WALL CONDUITS, BELOW GRADE CONDUITS, BELOW SLAB CONDUITS,

CONDUITS ACROSS OPEN AREAS, BACK BOXES, SLEEVES AND PULL STRING

REQUIRED FOR DEVICES AND PATHWAYS SHOWN ON THE FLOOR PLANS AND DETAIL SHEETS. ANY ADDITIONAL CONDUITS, SLEEVES, AND RACEWAY

REQUIREMENTS FOR EACH SYSTEM SHALL BE THE RESPONSIBILITY OF EACH SYSTEM INSTALLER.

3. ALL EXPOSED WIRING OR WIRING ROUTING ACROSS NON ACCESSIBLE CEILINGS SHALL BE ROUTED IN CONDUIT. SIZE CONDUIT AS REQUIRED TO ROUTE SYSTEMS WITH 40% CABLE FILL RATIO. MINIMUM CONDUIT SIZE SHALLBE 3/4".

4. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL EXTERIOR WALL PENETRATIONS ARE PROPERLY SEALED TO PREVENTELEMENTS FROM ENTERING BUILDING.

5. NO CONDUITS OR SEAL-TITE SHALL BE INSTALLED ON THE EXTERIOR OF THE BUILDING.

6. ALL CONDUIT STUB OUTS AND SLEEVES SHALL HAVE PROTECTIVE BUSHINGS TO PREVENT CABLE DAMAGE. BUSHING TO BE INSTALLED PRIOR TO CABLE INSTALLATION. CUTTING BUSHING AND INSTALLING AFTER CABLE ISINSTALLED WILL NOT BE ACCEPTED. CONTRACTOR TO MAINTAIN A 40% MAXIMUM FILL RATION ON ALL SLEEVES INSTALLED.

7. ALL CABLE SHALL BE ROUTED DOWN CORRIDORS, PARALLEL AND PERPENDICULAR TO THE BUILDING WALLS AND STRUCTURE. CABLE TO EACHDEVICE SHALL BRANCH OFF OF A MAIN CORRIDOR TRUNK. ROUTING

CABLES THROUGH CLASSROOMS, OFFICES, STORAGE ROOMS, RESTROOMS

OR ANY TYPE OF ROOM OTHER THAN A CORRIDOR WILL NOT BE
ACCEPTED. ENTER ALL ROOMS ABOVE THE ASSOCIATED ROOM
DOORWAY.

8. THE SYSTEM INSTALLER SHALL PROPERLY SUPPORT ALL INSTALLED SYSTEM

CABLING FROM A PANDUIT J-MOD CABLE SUPPORT SYSTEM OR OTHER SUPPORT SYSTEM AS DETAILED IN SPECIFICATIONS. NO CABLING SHALL BE

ROUTED AND TIED DIRECTLY TO BUILDING STEEL, CEILING GRID SUPPORT, CONDUIT, PIPING, OR DUCTWORK. THE CABLE SUPPORT SYSTEM SHALL BE DIRECTLY CONNECTED TO THE BUILDING'S STEEL JOIST. AT LOCATIONS WHERE THE BOTTOM OF THE JOIST IS MORE THAN 5' ABOVE THE CEILING,

THE SYSTEM INSTALLER SHALL PROVIDE AND INSTALL THREADED ROD AND

ALL REQUIRED MATERIALS TO CONNECT THE THREADED ROD TO THE BUILDING STEEL AND THE CABLE SUPPORT SYSTEM TO THE THREADED ROD.

CABLE PATHWAY SHALL NOT BE HIGHER THAN 5' ABOVE THE CEILING AT ANY LOCATIONS.

9. ALL EXTERIOR AND WALL MOUNTED SPEAKERS SHALL BE MOUNTED AT 10'-0" UNLESS OTHERWISE NOTED.

10. EXTERIOR SPEAKERS SHALL BE ON A SEPARATE LOW VOLTAGE CIRCUIT FROM INTERIOR SPEAKERS.

11. A/V CONTRACTOR SHALL COORDINATE ALL MOUNTING LOCATIONS OF

ALL A/V DEVICES TO PROVIDE EVEN AND BALANCED AUDIO COVERAGE

OF INTENDED LISTENING AREAS AND UNOBSTRUCTED, SQUARE AND PLUMB VIDEO IMAGE DISPLAYS.

12. ALL LAY-IN CEILING MOUNTED SPEAKERS AND DEVICES SHALL BE INSTALLED UTILIZING A TILE BRIDGE SUPPORT SYSTEM. AT NO POINT SHOULD THE

WEIGHT OF A CEILING MOUNTED DEVICE BE SUPPORTED BY A CEILING TILE ALONE.

13. A/V CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR FOR ALL CONDUIT AND BACK BOX REQUIREMENTS.

14. A/V CONTRACTOR TO COORDINATE WITH ALL OTHER TRADES WITH REGARD TO BLOCKING AND PROPER SUPPORT OF ALL A/V DEVICES.

15. PROVIDE MOUNTING SUPPORT FROM GRID OR BUILDING STRUCTURE FOR ALL DEVICES INSTALLED IN LAY-IN CEILING TILE.

1. PROVIDE COMPLETE TECHNOLOGY SYSTEMS EQUIPMENT WITH INSTALLATION AS

REQUIRED FOR A COMPLETE WORKING SYSTEM PER DESIGN DRAWINGS AND SPECIFICATIONS FOR COMMUNICATIONS ROOM 109, AND OTHER SPACES

REQUIRED TECHNOLOGY CONNECTIONS IN FBO BUILDING AND SITE PER THE DESIGN DRAWINGS.

2. PROVIDE NEW CONDUITS, J-HOOKS ABOVE ACCESSIBLE CEILING SPACES TO

SUPPORT NEW TECHNOLOGY WIRING AS REQUIRED BETWEEN END DEVICES AND TECHNOLOGY HEADEND EQUIPMENT. THE CONTRACTOR IS RESPONSIBLE

TO PROVIDE ALL WIRING WITH TERMINATION AND TESTING AS REQUIRED FOR A COMPLETE WORKING SYSTEM.

3. PROVIDE NEW EMPTY UNDERGROUND CONDUITS CAP IN-PLACE FOR FUTURE USE BETWEEN THE NEW COMMUNICATION ROOM 109 IN FBO BUILDING TO FUTURE TERMINAL EXPANSION, AND HANGAR. REFER TO SITE PLAN T1.01 FORNUMBER AND SIZE OF UNDERGROUND CONDUITS.

4. PROVIDE COMPLETE INFRASTRUCTURE INCLUDING WIRING TO ALL SECURITY DEVICES PER PLANS.

5. THE CONTRACTOR SHALL PROVIDE CONDUITS, UNDERGROUND PULL BOXES, AND WIRING AS REQUIRED FOR CONNECTIONS TO ALL SITE DEVICES.

6. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TECHNOLOGY EQUIPMENT/DEVICES MOUNTING AS NOTED PER THE DESIGN DRAWINGS.

7. THE CONTRACTOR SHALL PROVIDE NEW UNDERGROUND CONDUITS FOR NEW

UTILITY SERVICE PROVIDER CONNECTION, AND COORDINATE WITH UTILITY

SERVICE PROVIDER COMPANY FOR FINAL POINT OF CONNECTION PRIOR TO INSTALLATION.

8. PROVIDE ACCESS CONTROL SYSTEM TO INCLUDE ACCESS CONTROL PANEL, POWER SUPPLY AND CARD READERS PER SPECIFICATIONS.

9. PROVIDE VIDEO SURVEILLANCE SYSTEM AND SECURITY CAMERAS WITH

REQUIRED LICENSING FOR A COMPLETE WORKING SYSTEM INCLUDING INTEGRATION WITH ACCESS CONTROL SYSTEM.

FINISHEDFLOOR
34" MAX
15" MIN
48" MAX
24" MAX
46" MAX

SIDE APPROACH
44" MAX FRONT

APPROACH WITH KNEE

AND TOE CLEARANCE
2022 CBC
11B-308.2.1
2022 CBC
11B-308.2.2
2022 CBC
11B-308.3.2

BOTTOM OF

THE BOX
NOTES:
20" < Y < 25" 20" MAX.
44" MAX
X < 20"
48" MIN.

X < Y
48" MIN.
48" MAX

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).

2. FORWARD OR FRONT APPROACH FOR DEVICES MOUNTED ABOVE COUNTERS ASSUMES THAT DIRECTLY BELOW THE DEVICE, THE COUNTER HAS A 30"MIN. WIDTH x27" HIGH x19" MIN. DEEP CLEAR OPENING. CBC SECTIONS 11B-306 & 11B-308.

TOP OF SWITCH

BOX, DEVICE,

OUTLET FAMICROPHONE
BOX

TOP OF SWITCH

BOX, DEVICE,

OUTLET FAMICROPHONE
BOX
INDICATES THE LOCATION OF A NEW TECHNOLOGY OUTLET. CONTRACTOR TO PROVIDE FACEPLATE WITH A MINIMUM OF 4-PORTS AT EACH LOCATION UNLESS OTHERWISE NOTED. PROVIDE BLANK COVERS ON UNUSED PORTS.

ELECTRICAL CONTRACTOR TO PROVIDE A DOUBLE GANG BACK BOX WITH A SINGLE GANG REDUCER RING AND A 1" CONDUIT FROM THE BOX TO THE NEAREST ACCESSIBLE CEILING. D# INDICATES NUMBER OF CAT6/6A CABLES INSTALLED AT THIS LOCATION.INDICATES THE LOCATION OF A CEILING MOUNTED OUTLET. CONTRACTOR SHALL MOUNT THIS OUTLET AT +12" ABOVE THE CEILING AND COORDINATE ALL FINAL LOCATIONS WITH OTHER TRADES ON THE PROJECT TO VERIFY THAT THELOCATION OF THE OUTLET MAINTAINS 12" OF CLEARANCE FROM THE FRONT OF THE FACEPLATE FOR OWNER ACCESS. ROUTE (1) 1" CONDUIT FROM THE BUILDING STRUCTURE TO A SINGLE GANG BACK BOX MOUNTED AT 5' OR LESS ABOVE THE FINISHED CEILING. SECURE CONDUIT AND BACK BOX TO INSURE MINIMAL SWAY MOVEMENT. D# INDICATES NUMBER OF CAT6/6A CABLES INSTALLED AT THIS LOCATION.INDICATES THE LOCATION OF A FLOOR MOUNTED OUTLET. CONTRACTOR TO PROVIDE AND INSTALL (2) 1-1/2" CONDUITS FROM BOX TO NEAREST ACCESSIBLE CEILING. D# INDICATES NUMBER OF CAT6/6A CABLES INSTALLEDAT THIS LOCATION.

INDICATES WIRELESS ACCESS POINT CONNECTION. CONTRACTOR SHALL PROVIDE AND INSTALL (1) CAT6/6A CABLES ROUTED TO NEAREST IDF.PROVIDE BOX AND CONDUIT AS NOTED FOR CEILING MOUNTED OUTLETS.PROVIDE (1) 15' PLENUM PATCH CABLE FOR EACH LOCATION INSTALLED.PROVIDE 10' SERVICE LOOP UPSTREAM OF TERMINATION POINT. WALL MOUNTED DEVICES SHALL BE INSTALLED AT 10' A.F.F.

INDICATES INTERCOM SPEAKER, FLUSH MOUNTED IN CEILING. VERIFY WITHINTERCOM CONTRACTOR WHETHER SPEAKERS ARE IP SPEAKERS. IF SO, PROVIDE (1) CAT6/6A DATA CABLE ROUTED TO NEAREST IDF EXCEPT ASNOTED: ALL CORRIDOR, PUBLIC SPACE AND EXTERIOR SPEAKERS ARE CONVENTIONAL 25VOLT AND DO NOT REQUIRE A DATA DROP. COORDINATE WITH INTERCOM CONTRACTOR PRIOR TO CABLING.

INDICATES WALL MOUNTED INTERCOM SPEAKER. VERIFY WITH INTERCOM CONTRACTOR WHETHER SPEAKERS ARE IP SPEAKERS. IF SO, PROVIDE (1)CAT6/6A DATA CABLE ROUTED TO NEAREST IDF EXCEPT AS NOTED: ALLCORRIDOR, PUBLIC SPACE AND EXTERIOR SPEAKERS ARE CONVENTIONAL 25VOLT AND DO NOT REQUIRE A DATA DROP. COORDINATE WITH INTERCOM

CONTRACTOR PRIOR TO CABLING
INDICATES WALL MOUNTED CLOCK. VE RIFY WITH INTERCOM CONTRACTOR WHETHER CLOCKS ARE IP. IF SO, PROVIDE (1) CAT6 DATA CABLE ROUTED TO NEAREST IDF. INCLUDES DOUBLE FACE CLOCKS.

NOTE:

1. EVERY SYMBOL SHOWN ON LEGEND MAY NOT APPEAR ON DRAWINGS.

REFER TO GENERAL ELECTRICAL NOTES FOR WALL-MOUNTED DEVICE MOUNTING HEIGHTS.

2. REFERENCE SPECIFICATIONS FOR MATERIALS AND METHODS.

3. COMPLETE INSTALLATION OF ALL PRODUCTS SHALL BE IN COMPLIANCE WITH

ALL CODES, INDUSTRY STANDARDS, COMMON PRACTICES AND
MANUFACTURER'S INSTRUCTIONS.

4. ALL CONDUIT STUB-OUTS SHALL BE EQUIPPED WITH A PLASTIC PROTECTIVE BUSHING TO PREVENT CABLE DAMAGE.

WALL MOUNTED MOTION DETECTOR INSTALLED AT 12' A.F.F. UNLESS OTHERWISE NOTED. PROVIDE SINGLE GANG BACK BOX WITH (1) 3/4" CONDUIT STUBBED OUT ABOVE NEAREST ACCESSIBLE CEILING WITH PULL STRING.
360 DEGREE CEILING MOUNTED MOTION DETECTOR.

INTRUSION DETECTION SYSTEM ARM/DISARM KEYPAD WITH LOCKING VANDAL RESISTANT COVER.

INTRUSION DETECTION CONTROL PANELS MOUNTED ON WALL. ELECTRICAL CONTRACTOR TO PROVIDE 120V. POWER TO PANEL. PROVIDE (1) TELEPHONE LINE AND (1) NETWORK CABLE TO PANEL. COORDINATE WITH DISTRICT TECHNOLOGY DEPARTMENT ON ACTIVATING VOICE LINE AND ACQUIRING AN IP ADDRESS.

ACCESS CONTROL PROXIMITY CARD READER. MOUNT AT 42" A.F.F. PROVIDEALTRONIX LPD FOR EACH CARD READER.

DOOR CONTACT. PROVIDE SURFACE MOUNT CONTACT ON ROLL-UP DOORS.PROVIDE DOOR CONTACT ON ALL ROOF HATCHES.

WALL MOUNTED GLASS BREAK DETECTOR. MOUNT AT 12'-0" A.F.F.

WF
DC
CR

ACP ACCESS CONTROL PANEL

DESCRIPTION DESCRIPTION
S
INDICATES WALL MOUNTED 6.5" SPEAKER. CONTRACTOR SHALL ROUTE A (1) 1" CONDUIT WITH A DEDICATED ELECTRICAL CIRCUIT TO THE WALLVAULT ENCLOSURE.

H
INDICATES WALL MOUNTED ASSISTED LISTENING ANTENNA. CONTRACTOR ROUTE A (1) 1" CONDUIT TO THE WALLVAULT ENCLOSURE. CONTRACTOR SHALL INSTALL AT EXISTING SWITCH HEIGHT.

INDICATES WALL MOUNTED WALLVAULT ENCLOSURE. CONTRACTOR SHALL ROUTE A CAT6 CABLE TO THE NEAREST IDF/MDF ROOM.

WVC
INDICATES WALL MOUNTED HDMI PLATE. CONTRACTOR SHALL INSTALL AT 18" OR MATCH EXISTING ELECTRICAL OUTLET. CONTRACTOR SHALL ROUTE (1) 1"CONDUIT TO THE WALLVAULT ENCLOSURE.

WMP INDICATES WALL MOUNTED INTERACTIVE VIDEO PROJECTOR. CONTRACTOR SHALL INSTALL A BACK BOX AND ROUTE (1) 1" CONDUIT TO THE WALLVAULT ENCLOSURE.

CP INDICATES WALL MOUNTED CONTROL PANEL. CONTRACTOR SHALL ROUTE (1) 1" CONDUIT TO THE WALLVAULT ENCLOSURE. CONTRACTOR SHALL INSTALL AT EXISTING SWITCH HEIGHT.

HDMI

INDICATES THE LOCATION OF AN INTERIOR/EXTERIOR VIDEO SURVEILLANCE CAMERA (90 DEGREE LENS). ALL CAMERAS SHALL POE, IP BASED CAMERAS UNLESS NOTED OTHERWISE. CABLING CONTRACTOR SHALL PROVIDE AND INSTALL (1) CATEGORY CABLE TO EACH LOCATION SHOWN, WIRED BACK TO THE NEAREST MDF/IDF. ALL CEILING MOUNTED CAMERAS SHALL BE FLUSH MOUNTED.

PROVIDE OUTDOOR SECURITY CAMERA,(OFCI), ( 360 DEG LENS ). PROVIDE AND INSTALL ADATA OUTLET IN A 5S BACKBOX WITH A SINGLE-GANG PLASTER RING. INSTALL A (1) 1" EMT CONDUIT FROM BACKBOX TO ACCESSIBLE CEILING SPACE WITH (1) CAT6A CABLES, THEN RUN CAT6A CABLE IN ACCESSIBLE

CEILING SPACE USING J-HOOKS TO THE CABLE TRAY AND THEN TO IDF CABINET SERVING THIS AREA. PROVIDE RJ-45 JACK AND PATCH CORD WITHTERMINATION FOR A COMPLETE WORKING SYSTEM. PROVIDE SEALANT TO WALL OPENING/PENETRATION AS REQUIRED TO PREVENT WATER INFILTRATION.

ALL OUTDOOR CAMERAS SHALL BE 12'-0" A.F.G. REFER TO SPECIFICATIONS FORADDITIONAL DETAILS.

COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
_________________________________________

THE APPROVAL OF ALL ELECTRICAL WORK

IS SUBJECT TO FIELD INSPECTIONS
By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Jun 19, 2025

ELECTRICAL DIVISION
By:

SALES OFFICE
OFFICE

OFFICEOFFICE
OFFICE

OFFICEOFFICE
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
65 SF
AG RR
81 SF
AG RR

STAFF AREA

OFFICE OFFICE OFFICE OFFICE

OFFICEOFFICE

OFFICE OFFICE OFFICE OFFICE

KITCHENETTE

LOBBY/FOYER CONFERENCE CONFERENCE ROOM

FIRE RISER
36 STAFF BREAK
1 1
1 1
1 1
1 1
1 1
KG

TECHNOLOGY

DEMOLITION

FLOOR PLAN
SCALE: T2.01
N
1 TECHNOLOGY PLAN - DEMOLITION FLOOR PLAN 1/8" = 1'-0"
Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\T
5/22/2025 2:46:17 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 ENGINEE
R

STATE OF CALIFORNIA ELECTRICAL
STEV EN C.MUSSER
Exp. 3-31-26
1 PLAN CHECK CYCLE #2 5/23/25
2 5/23/25 OWNER CHANGES
SM

GENERAL NOTES

1. EXISTING DATA RECEPTACLE COVER PLATES THROUGHOUT BUILDING ARE WITHIN

SCOPE OF THIS PROJECT REGARDLESS OF THEIR BEING INDICATED ON THESE PLANS AND ARE TO BE REMOVED AND REPLACED WITH NEW STAINLESS STEEL COVER PLATES.

FOR INDICATED AREAS, FOLLOW ADDITIONAL REQUIREMENTS SET BY KEYNOTES.

KEYNOTES
WALLS TO BE DEMOLISHED IN THESE AREAS FOR NEW FLOOR PLAN. DEMOLISH

ALL EXISTING DATA RECEPTACLES AND J-BOXES AND PRESERVE IN PLACE THE EXISTING CABLING FOR USE IN NEW FLOOR PLAN.
1 COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025
LIFE SAFETY _________________________________________ THE APPROVAL OF ALL ELECTRICAL WORK IS SUBJECT TO FIELD INSPECTIONS By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Jun 19, 2025

ELECTRICAL DIVISION
By:

UP
11 A

MEETING ROOM
13 FRIENDS ROOM
10 STAFF

WORKROOM
19 STAFF OFFICE
20 CHILDREN'S RR
24 ADULT SEATING
AREA
15 STUDY
16 ADULT AREA
12 STAFF

CIRCULATION

COUNTER
18 AG RR
9 STAFF AREA
1 FLEX RM
3 OFFICE
4 OFFICE
5 OFFICE
6 STAFF BREAK
7 AG RR
8 COMMUNITY
ROOM
26 KITCHENETTE
28 MOBILE

SERVICES
29 SUPERVISOR'S
OFFICE
30 STORAGE ROOM
31 COMP STORAGE
37 MENS RR
33 WOMENS RR
32 MAKER SPACE &

KITCHENETTE
35 TEEN AREA
17 LOBBY/FOYER
14 COMMUNITY

ROOM STORAGE
27 FIRE RISER
36 HALLWAY
01 HALLWAY
02 BC
D
E
F
G
H
22 3
3 44
55 66
77 88
9 9
10 10
11 11
1212
1313

CHILDREN CPU
22 AMHS
2 CHILDRENS'
AREA
23 LINE OF VAULTED CEILING ABOVE
AG RR
21 4' HIGH

PONY WALL
4' HIGH

PONY WALL
EXISTING LOFT ABOVE; SEE 2 / A2.01
TYP

READING AREA
11 HALLWAY
00 FRIENDS STACKS
25 6" FUR
WALL

TEEN STACKS
34 CHILDREN'S
STACKS
38 CR
CR
ACP
WF
CR
(TYP) (E)

NEW NEW NEW NEW
NEW
NEW

NEW NEW NEW
NEW
(E)
(E)
(E)(E)(E)(E)(E)(E)(E)
CR
(E)
(E)
(E)
(E)
(E)
(E)

NEW NEW
WF
CR
NEW
(E)
(E)

NEW NEW
NEW
(E)
(E)
CR
CR
CR
CR
WF
(E)(E)(E) (E)
(E)(E)
CR
CR
(E)(E)(E)(E)(E)
WF
NEW
WF
(E)
WF

NEW NEW
NEW
WF
(E)
WF
(TYP)
(E)(E)(E)
1 ACP
1 ACP1
ACP1
ACP1
2 2
2 2
NEW
3 NEW
4 5
5 NEW NEW
(2)
7 8 8
9 NEW
NEW
NEWNEW
NEW

NEW NEW NEW NEW
NEW
DC DC
DC
DC
DC
DC
DC

DC DC DC DC
DCDC
10 11

WALL MOUNT

RACK LOCATION
TYP.

TYP.

NEW
13 12
13 TYP.
12 TYP.

CR CRCR CR
NEW
NEW
NEWNEW
NEW
NEW
NEW
NEW
14 14
WF
WF
CR
16 15 15 15
15 1515
15 15 15
15 15
15 15
SS
H
WVC
HDMI
WMP
CP
NEW
NEW
NEW
NEW
NEWNEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW

NEW NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW

NEW NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW 15 CR 2
2 2
CR

TECHNOLOGY NEW

FLOOR PLAN
SCALE: T2.02
N
1 TECHNOLOGY NEW FLOOR PLAN 1/8" = 1'-0"
Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\T
5/22/2025 2:46:30 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 ENGINEE
R

STATE OF CALIFORNIA ELECTRICAL
STEV EN C.MUSSER
Exp. 3-31-26
1 PLAN CHECK CYCLE #2 5/23/25
2 5/23/25 OWNER CHANGES

1. EXISTING DATA OUTLET SHALL REMAIN AND PROTECTED IN PLACE DURING CONSTRUCTION. SUBTEXT "(E)" INDICATES EXISTING DEVICE.

2. CONTRACTOR TO FIELD VERIFY AND COORDINATE WITH OWNER EXACT CABLING/ AND CONDUIT ROUTING PRIOR TO START OF ANY WORK.

3. ALL 120V POWER REQUIRED FOR THE FUNCTIONALITY OF THE TELECOMMUNICATION.

NETWORK AUDIO/VIDEO, SECURITY AND FIRE ALARM EQUIPMENT SHALL BE DEDICATED CIRCUIT AND ON EMERGENCY POWER WHERE POSSIBLE CONTRACTOR SHALLCOORDINATE AND INSTALL ALL 120V POWER REQUIREMENTS AND LOCATIONS AS REQUIRED FOR ALL EQUIPMENT (TYPICAL).

4. CONTRACTOR SHALL COORDINATE WITH THE TECHNOLOGY CONSULTANT PRIOR TO THE INSTALLATION OF RACK AND RACK EQUIPMENT. NO RACK SHALL BE PERMANENTLY INSTALLED WITH OUT WRITTEN APPROVAL OF THE TECHNOLOGY CONSULTANT.

5. THE PROJECT ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL THE CONDUITS. PULL STRING, BACK BOXES AND SLEEVES REQUIRED FOR DEVICES AND PATHWAYS SHOWN ON THE FLOOR PLANS AND DETAILS SHEETS. ANY ADDITIONAL

CONDUITS, SLEEVES AND RACEWAY REQUIREMENTS FOR EACH SYSTEM SHALL BE THE RESPONSIBILITY OF EACH SYSTEM INSTALLER.

6. THE CONTRACTOR SHALL CONFIRM ANY DATA LOCATIONS WITH DISTRICT PRIOR INSTALL.

7. ALL DELTAS INDICATING DATA DROPS SHALL BE EQUIPPED WITH TWO (2) DATA CABLES AND PORTS UNLESS OTHERWISE NOTED.

KEYNOTES
PROVIDE 120V POWER TO ACCESS CONTROL PANEL.PROVIDE POWER-POLE RACEWAY DOWN FROM CEILING TO SUPPLY POWER ANDDATA TO 'OPAC' AT ENDCAP OF SHELVING UNIT.PROVIDE DEDICATED 120V CIRCUIT AND CAT6 CABLING TO LYNGSOE BOOK DROPKIOSK. VERFIY FINAL LOCATION WITH OWNER PRIOR TO INSTALLATION.PROVIDE DEDICATED 120V CIRCUIT AND CAT6 CABLING TO 'LYNGSOE' BOOK DROPKIOSK. VERIFY FINAL LOCATION WITH OWNER PRIOR TO INSTALLATION.PROVIDE POWER-POLE RACEWAY DOWN FROM CEILING TO SUPPLY POWER ANDDATA TO CIRCULATION DESK RECEPTACLES AND DATA PORTS.PROVIDE POWER-POLE RACEWAY DOWN FROM CEILING TO SUPPLY POWER ANDDATA TO TABLE RECEPTACLES AND DATA PORTS.

VERIFY EXISTING DATA PORT CONNECTIONS ARE FULLY FUNCTIONAL AND

LABELED AND REPLACE WITH NEW AS NECESSARY

INTEGRATE EXISTING CAMERAS AT EXTERIOR WITH NEW IDF AND INTERIOR SURVEILLANCE SYSTEM IN STAFF WORKROOM.

PROVIDE DEDICATED QUADPLEX NEMA 5-20 RECEPTABLE AND A DEDICATED NEWL6-30 RECEPTACLE FOR IDF: CHATSWORTH FIXED RACK WALL MOUNT 11996x24 OPM-0196-13. COORDINATE LOCATION AND MOUNTING HEIGHT WITH CUSTOMER PRIOR TO INSTALLATION.

WIRELESS ACCESS POINT. CEILING MOUNT. OWNER FURNISHED AND CONTRACTOR INSTALLED 'OFCI'. CONTRACTOR TO PROVIDE DATA OULTET FOR WIRELESS ACCESS POINT. (2) CAT6A CABLE. 2 PORT PLENUM RATED SURFACE MOUNT BOX ABOVE CEILING AS INDICATED ON DRAWINGS. USE J-HOOKS TO

SUPPORT NEW CABLING ABOVE ACCESSIBLE CEILING SPACE, FOR INACCESSIBLE CEILING SPACE NEW CONDUITS SHALL BE PROVIDED ABOVE CEILING TO THE IDFCABINET SERVING THIS AREA. PROVIDE 20' SLACK CABLE COILS ABOVE CEILING AT OUTLET LOCATION FOR FUTURE RELOCATION.

INDICATES THE LOCATION OF AN INTERIOR/EXTERIOR VIDEO SURVEILLANCE CAMERA (180 DEGREE LENS). ALL CAMERAS SHALL POE, IP BASED CAMERAS UNLESS NOTED OTHERWISE. CABLING CONTRACTOR SHALL PROVIDE AND INSTALL (1) CATEGORY CABLE TO EACH LOCATION SHOWN, WIRED BACK TO THE NEAREST MDF/IDF. ALL CEILING MOUNTED CAMERAS SHALL BE FLUSH MOUNITED.PROVIDE SECURITY CAMERA, ( 360 DEG LENS ). PROVIDE AND INSTALLDATA OUTLET IN A 5S BACKBOX WITH A SINGLE-GANG PLASTER RING. INSTALL (1) 1" EMT CONDUIT FROM BACKBOX TO ACCESSIBLE CEILING SPACE WITH (1) CAT6A CABLES, THEN RUN CAT6A CABLE IN ACCESSIBLE CEILING SPACE USING J-HOOKS TO THE CABLE TRAY AND THEN TO IDF CABINET SERVING THIS AREA. PROVIDE RJ-45 JACK AND PATCH CORD WITH TERMINATION FOR A COMPLETE WORKING SYSTEM. PROVIDE SEALANT TO WALL OPENING/PENETRATION AS REQUIRED TO PREVENT WATER INFILTRATION. ALL OUTDOOR CAMERAS SHALL BE 12'-0" A.F.G.REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILS.

T NEW CARD READER LOCATIONS CONTRACTOR SHALL PROVIDE AND INSTALL ¾” CONDUIT AND JBOX. ELECTRICAL CONTACTOR SHALL COORDINATE WITH SECURITY CONTACTOR. TYPICAL FOR ALL SHOWN UNLESS NOTED OTHERWISE.STOREFRONT CARD READER DOES NOT REQUIRE CONDUIT DUE TO ARCHITECTURAL FINISHES. SECURITY CONTRACTOR SHALL COORDINATECABLING WITH ARCHITECT. 123456789
10111213141516
GG

GENERAL NOTES
2 2
COM-2500586 1124 DEL PASO BLVD JOBCOPY _________________________________________ THE APPROVAL OF ALL ELECTRICAL WORK IS SUBJECT TO FIELD INSPECTIONS By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Jun 19, 2025

ELECTRICAL DIVISION
By:

FINISH FLOOR

ELECTRIFIEDEXIT DEVICE

SINGLE DOOR ELEVATION DOUBLE DOOR ELEVATION

CARD READER

SINGLE GANG

BACK BOX HID HID
DOOR

CONTACT
1/2" CONDUIT

TRANSFER HINGE
1/2" CONDUIT
3/4" CONDUIT

ELECTRIFIED EXIT DEVICE
1/2" CONDUIT
3/4" CONDUIT
MIER #BW104

JUNCTION BOX
1" CONDUIT STUBBING UP TO

MAIN CABLE PATH HEIGHT
MIER #BW104

JUNCTION BOX
1" CONDUIT STUBBING UP TO
MAIN CABLE PATH HEIGHT 1/2" CONDUIT

TRANSFER HINGE TRANSFER HINGE
CEILING 1/2" CONDUIT
1/2" CONDUIT
1/2" CONDUIT
DOOR

CONTACT
DOOR

CONTACT

CARD READER

SINGLE GANG

BACK BOX
KG

TECHNOLOGY

DETAILS
Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\T
5/22/2025 2:46:41 PM T6.01
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

EGISTERED PROFESSIONAL ENGINEE
R

STATE OF CALIFORNIA ELECTRICAL
STEV EN C.MUSSER
Exp. 3-31-26
1 PLAN CHECK CYCLE #2 5/23/25
2 5/23/25 OWNER CHANGES
SM

WAP ACT INSTALLATION DETAIL

IDENTIFICATIONIDENTIFICATION
1-PORT DATA OUTLET

IDENTIFICATIONIDENTIFICATION
2-PORT DATA OUTLET

IDENTIFICATIONIDENTIFICATION
4-PORT DATA OUTLET

IDENTIFICATIONIDENTIFICATION
6-PORT DATA OUTLET
1-PORT WALL PHONE
OUTLET

SURFACE MOUNT BOX
2-PORT
2 4
3 1
(TYP.)(TYP.)
NOT PHYSICALLY CONTACT CABLES.PLACE VELCRO STRAPS IN CLOSURE

HOLES UPON COMPLETION OF CABLE
INSTALLATION. VELCRO STRAPS SHALL
MIN. 6"

CLEARANCE

MID-SPAN

TO CEILING

MAXIMUM CABLE FILL

MAX SPACING
4'-0"

INSTALLATION

ASSEMBLY

CLOSURE HOLE
J-HOOK - 90 4PR CABLESTRIANGLE HOOK - 290 4PR CABLE
MAX WEIGHT: 5LBS/FT
CAT 6 RATED CABLE

SUPPORT CLIP

REFER TO ARCHITECTURALPLANS FOR WALL CONSTRUCTION

SINGLE GANG PLASTER
RING TO COME WITHIN 1/8"

OF FINAL SURFACE
STUD
1" EMT CONDUIT. REFER TO

DETAIL NOTES FOR

ADDITIONAL REQUIREMENTS

NYLON BUSHING
J-HOOK
TECHNOLOGY ROUGH-IN MOUNTING DETAIL N.T.S 09
NOTES:

1. 1" EMT CONDUIT SHALL STUB UP TO NEAREST ACCESSIBLE CEILING AND TERMINATE ORIENTED HORIZONTALLY AT THE HEIGHT OF THE ASSOCIATED J-HOOK ROUTE. CONDUIT RUN SHALL NOT CONTAIN MORE THAN 180 DEGREES OF BEND BETWEEN ACCESSIBLE JUNCTION BOXES OR BETWEEN JUNCTION BOX AND END OF CONDUIT.

2. WHERE CONDUIT STUB IS LOCATED IN A ROOM WITH AN ACCESSIBLE CEILING AND IS NOT

REQUIRED TO RUN TO CABLE ROUTE LOCATED OUTSIDE THE ROOM, STUB MUST TERMINATE ABOVE THE ACCESSIBLE CEILING WITH A 90-DEGREE BEND AT THE TOP ORIENTED IN TO THE ROOMAT THE HEIGHT OF THE ASSOCIATED J-HOOK ROUTE IN THE ROOM.

3. ALL STUBS MUST BE FITTED WITH A NYLON BUSHING ON EACH END OF THE CONDUIT. INSTALLING

CONTRACTOR SHALL FURNISH AND INSTALL FIRESTOP MATERIALS FOR TECHNOLOGY ROUGH-INS PER PROJECT REQUIREMENTS. REFER TO SPECIFICATIONS FOR FIRESTOP REQUIREMENTS.

DATA OUTLETS CONFIGURATION DETAIL N.T.S 01
NOTES:

1. REFER TO SPECIFICATION - HORIZONTAL CABLING REQUIREMENTS FOR CATEGORY CABLE PERFORMANCE REQUIREMENTS.

2. REFER TO SPECIFICATION - IDENTIFICATION FOR DATA OUTLET PORT IDENTIFICATION.

3. DATA OUTLET SHALL BE INSTALL IN A 4" SQUARE BACKBOX WITH A SINGLE GANG PLASTER RING.

4. PROVIDE REMOVABLE BLANK INSERTS FOR UNUSED PORTS.

5. USE T568B WIRING SCHEME TO TERMINATE THE TWISTED-PAIR CABLE ONTO THE CONNECTOR INTERFACE.

6. WHERE APPLIES PER PLANS, PROVIDE AV OUTLET WITH HDMI CONNECTION PER BELOW. x PANDUIT COVER PLATE: CBEIWY OR APPROVED EQUALx PANDUIT JACK:(HDMI 2.0) CMHDMIIW OR APPROVED EQUALx PANDUIT MODULAR INSERT: CHF2IW-X OR APPROVED EQUAL KEYNOTE NOTES:

1. PROVIDE CAT6A RJ-45 JACKS, 8-POSITION, 8-CONTACT (8P8C), COLOR BLUE DATA, WHITE FOR VOICE. x PANDUIT PRODUCTS "CJ688TGBU", COMMSCOPE "MGS400-318" OR APPROVED EQUAL.

2. PROVIDE 1,2,4,6-PORT FACEPLATE AS INDICATED ON DRAWINGS.. x 2-PORT: 42080-2WP.x 4-PORT: 42080-4WS.x 6-PORT: 42080-6WP.

3. PROVIDE STAILESS STEEL 1-PORT FACEPLATE FOR OUTLETS INDICATED WITH "W" ON DRAWINGS. "W" INDICATEDS WALL PHONE MOUNTED AT +48" AFF FOR WALL HUNG PHONE.. x 2-PORT: WALL PHONE "w" 42080-2WP.

4. PROVIDE SURFACE MOUNT BOX, PLENUM RATED, MOUNTED ABOVE CEILING FOR CONNECTIONS TO WIRELESS ACCESS POINTS..
x 2-PORT: 6110G-RL6 (color blue).

5. PROVIDE 1" PATCH CORDS FOR EACH CAT6. LEVITON P/N: 6D460-01L.6. PROVIDE 1" PATCH CORDS FOR EACH CAT6A. LEVITON P/N: H6A10-1Y.

7. PROVIDE 15' STATION CORDS FOR EACH CAT6. LEVITON PN: 6D460-15L.

8. PROVIDE 10' STATION CORDS FOR EACH CAT6A. LEVITON P/N: H6A10-10Y..

NOTES:

1. SUPPORT CLIPS MUST SPECIFICALLY BE DESIGNED AND RATED FOR USE IN CATEGORY 6 CABLE INSTALLATION.

2. INSTALL APPROPRIATE SIZE AND QUANTITY SUPPORT CLIPS FOR CABLES TO BE SUPPORTED + 30% EXPANSION.

3. USE MANUFACTURERS RECOMMENDED MOUNTING HARDWARE, APPROPRIATE FOR ATTACHING TO WALL OR CEILING STRUCTURES.

4. CEILING TILE TEE GRID, DROP WIRES AND HVAC EQUIPMENT SHALL NOT BE USED AS MOUNTING POINTS.

5. SECURE CABLE IN SUPPORT CLIPS AS PER MANUFACTURERS RECOMMENDATION FOR CAT-6 CABLE. DO NOT EXCEED INDICATED FILL RATIOS.

6. CABLE SUPPORT CLIPS SHALL BE SPACED A MAXIMUM OF 4' APART.

7. INSTALL TRIANGULAR METAL BRACKETS (NOT SHOWN) FOR HIGH STATION CABLE CAPACITY REQUIREMENTS.

8. THIS DETAIL IS FOR REFERENCE ONLY AND DOES NOT REPRESENT ALL CONDITIONS OR J-HOOK INSTALLATION REQUIREMENTS (APPLY THIS DETAIL WHERE OCCURS). REFER TO SPECIFICATION 27 10 00 FOR ADDITIONAL INFORMATION.

ATTACH TO WALL WITH 1-1/2"
SHEET METAL SCREWS.

CABLE BUNDLE
(TIE CABLES
EVERY 2'-0" O.C.)

MANUFACTURER

RECOMMENDED

ATTACHMENT

COMPONENT TO

BAR JOIST ORBEAM WEB

SUPPORT CLIPS

MAY BE FIELD

ASSEMBLED TO

SATISFY

CAPACITY
REQUIREMENTS.NOT TO EXCEED
4 CLIPS PER
HANGER
TECHNOLOGY J-HOOK PATHWAY DETAIL N.T.S 02
(2) CAT 6A PATCH CORDS

WAP MOUNTING BRACKET, WITH

CEILING GRID RAILS ATTACHED TO

CEILING GRID T-BARS
(2) CAT 6A
CABLES
2-PORT SURFACE MOUNT PLENUM

RATED TELECOMMUNICATIONS
OUTLET

ACT CEILING

WIRELESS ACCESS POINT

MOUNTED IN CUTOUT

WITHIN CEILING TILE
WEIGHT 2.5 LBS MAX
CEILING WIRELESS ACCESS POINT MOUNTING N.T.S 03
CEILING SPEAKER MOUNTING N.T.S 04

RECESSED MOUNT TRIM RING

SPEAKER GRILL

FINISHED CEILING TILE SPEAKER MOTOR-BOARD ASSEMBLY
(IF NOT INTEGRATED WITH BACK-CAN)

MOUNTING TABS

CEILING TILE BRIDGE

SPEAKER CABLE
(2) CABLE-TO-CORD RING

COUPLER (GRIPLOCK
SYSTEMS #18RI-S CABLE

RING) EACH END
3 4
5 6
7 1

1. WALL STUDS 16" ON
CENTER.

2. 44.12 FOR 48" HIGH CAB.

3. #8x1-1/4" SMS SCREWS.

SCREWS SHOULD
PROTRUDE 3/8"

4. VOID-FREE 3/4" PLYWOOD
BACKBOARD.

5. REAR FRAME.6. MOUNTING KEYHOLES.

7. INSTALL THE 4 REMAINING

SMS SCREWS IN HOLES

BELOW TOP KEYHOLES AND

ABOVE LOWER KEYHOLES,AFTER THE REAR FRAME

HAS BEEN MOUNTED TO
16" WALL.
2 FINAL STEPS
8 TOTAL LAG SCRES
INSTALLED.

PRELIMINARY SETUP
BOLT LOCATIONSLATERAL: 16.0" ON STUDS
VERTICAL: 16.0" ON STUDS
36" CAB: 33,38"
48" CAB: 45,63"

MOUNTING REAR FRAME TO WALL

WALL SHOULD BE PREPPED WITH VOID-FREE
A/C GRADE PLYWOOD. PLYWOOD

BACKBOARD MUST BE FIRMLY ATTACHED TO

THE FRAMED WALL OR STUDS WITH

CONSTRUCTION ADHESIVE AND GALVANIZED,

ZINC PLATED, OR STAINLESS STEEL
FLATHEAD SMS SCREWS OR MINIMUM Ø.25"
(6.3 MM) TOGGLE BOLTS. DRYWALL SCREWS
ARE NOT ACCEPTABLE. REFERENCE

INFORMATION TECHNOLOGY SYSTEMSINSTALLATION METHODS MANUAL (ITSIMM) FOR STANDARDS.

NOTES:

A. THE REAR FRAME MUST BE SECURED TO WALL USING ALL
8 SMS SCREWS PROVIDED. THE SCREWS ARE INTENDED
TO GO THROUGH 3/4" PLYWOOD BACK-BOARD AND THEN

INTO METAL WALL STUDS, THE INSTALLER MUST PROVIDE
APPROPRIATE HARDWARE.

B. MAX WEIGHT 250 LBS.

STEP 1. INSURE THAT THE WALL OR MOUNTING SURFACE HAS

SUFFICIENT STRENGTH TO SUPPORT THE CABINET
AND THE EXPECTED CABINET PAYLOAD. THE
MOUNTING SURFACE MUST ALSO BE FLAT ANDEXTEND BEYOND THE TOP, BOTTOM, LEFT, ANDRIGHT EDGES OF THE REAR PANEL.

STEP 2. DRILL 5/32" PILOT HOLDES FOR THE FOUR #8x1-1/4"

SMS SCREWS TO THE DIMENSIONS SHOWN ON THE
DRAWING. THE SCREWS SHOULD GO DIRECTLY INTO
THE WALL STUDS.

STEP 3. INSTALL THE LAG SCREWS INTO THE HOLES. THE
SCREW HEAD SHOULD PROTRUDE ABOUT 3/8" FROM
THE WALL.

STEP 4. MOUNT THE REAR FRAME TO THE WALL BY HOOKING

THE UPPER AND LOWER KEYHOLES OVER THE
SCREWS. TIGHTEN THE SCREWS SECURELY.

STEP 5. INSTALL THE REMAINING 4 SMS SCREWS ON THE

HOLES BELOW THE TOP TWO KEYHOLES, AND ABOVE
LOWER KEYHOLES.
7"
3/8"Ø THRU BOLT WITH

LOCK NUT AND WASHER,
TYP. AT EACH CONNECTIONTO STRUCTURE.

EXTERIOR CAMERA CORNER MOUNT N.T.S 06
WALL CAMERA MOUNTING N.T.S 08 CEILING CAMERA MOUNTING N.T.S 07

SEAL TITE CONNECTION TO CAMERA

CORNER CAMERA MOUNT
1" CONDUIT ROUTED FROM

THE CAMERA TO THE

NEAREST IDF

NO EXPOSED CABLE

AND SEALED FOR

MOISTURE BARRIER

ROUTE TO THE MDF/IDF CABLE SUPPORT
CATEGORY 6 UTP
10' SERVICE
LOOP

CEILING MOUNTED
CAMERA

SCHEDULED
CEILING.

FINISH FLOOR
4"X4" JUNCTION BOX

CATEGORY CABLE TO

ROUTE TO THE MDF/IDF

VIDEO SURVEILLANCE
CAMERA

WALL MOUNT
1" CONDUIT

ERICO CADDY T-GRID BOX HANGER WITH
BOX. COORDINATE BOX REQUIREMENTS
WITH CAMERA MODEL. PROVIDE
EXTENSION BRACKETS AS REQUIRE.

LAY-INFINISHED

CEILING
WALL CABINET MOUNTING DETAILS N.T.S 05
24" MAX

CEILING SPEAKER BACK-CAN
(IF NOT INTEGRATED)
10 GA AIRCRAFT/SAFETY
CABLE. PROVIDE ANCHOR TO
STRUCTURE ABOVE. TYP. OF
4, ONE IN EACH DIRECTION
(E) WOOD ROOF FRAMING,
SEE STRUCT. DWGS.
4x FULL-DEPTH
BLKG W/A35
EE ES TYP.

DROP-TILE
T-BAR

SUPPORT
LONGER BRACKET "8
TECHNOLOGY ROUGH-IN MOUNTING DETAIL N.T.S 10
2 COM-2500586 1124 DEL PASO BLVD JOBCOPY _________________________________________ THE APPROVAL OF ALL ELECTRICAL WORK IS SUBJECT TO FIELD INSPECTIONS By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Jun 19, 2025

ELECTRICAL DIVISION
By:

FIRE ALARM WIRE SCHEDULE
*REFERENCE NFPA 72, FIGURE A.14.6.2.4 (PAGE 72-228)

1. MANUAL FIRE ALARM PULL STATION2. SMOKE OR HEAT DETECTOR3.4.

FIRE SPRINKLER WATER FLOW

5. DUCT SMOKE DETECTOR

6. TAMPER SWITCH, PIV & OS&Y

7. FIRE ALARM AC POWER FAILURE

8. FIRE ALARM SYSTEM LOW BATTERY

9. FIRE ALARM OPEN CIRCUIT

10. FIRE ALARM GROUND FAULT

NAC CIRCUIT SHORT

FIRE ALARM SYSTEM INPUTS
A
B
C
D
E F G

H I J K
ACTUATE COMMON ALARM SIGNAL INDICATOR @ FACP

ACTUATE ALL AUDIBLE/VISUAL ALARM SIGNALS IN BUILDING
ACTUATE COMMON SUPERVISORY SIGNAL INDICATOR @ FACP
ACTUATE AUDIBLE SUPERVISORY SIGNAL @ FACP
ACTUATE AUDIBLE COMMON TROUBLE SIGNAL @ FACP

TRANSMIT FIRE ALARM SIGNAL TO SUPERVISING STATION

TRANSMIT SUPERVISORY SIGNAL TO SUPERVISING STATION

TRANSMIT TROUBLE SIGNAL TO SUPERVISING STATION

FIRE ALARM SYSTEM OUTPUTS
= ACTION = NO ACTION

11. CELLULAR COMMUNICATOR FAULT

FIRE ALARM MATRIX OF OPERATION
CLOSE FSD's AND FIRE DOORS IN RATED WALLS

RELEASE ELECTRONICALLY HELD DOORS

FIRE ALARM SYSTEM EQUIPMENT LEGEND AND SYMBOLS
FA0.0

FIRE ALARM

COVER SHEET
#18/2, RED JACKET, FPLP
COND.

SOLID

TYPE DESCRIPTION

SIGNAL LINE CIRCUIT (SLC)

TAG USE
A 2
AWG
18 Au 2 STRANDED 18 #18/2, RED JACKET (FIRE UNDERGROUND RATED) SIGNAL LINE CIRCUIT (SLC) - UNDERGROUND SOLID
N 2 14 NOTIFICATION APPLIANCE CIRCUIT
STRANDED #14, THWN, RED (+) BLACK (-) WHEN USED IN CONDUIT #14/2, RED JACKET, FPLP
Nu 2 STRANDED 12 #12 THHN, THWN RED(+) BLACK(-) (FIRE UNDERGROUND RATED) NOTIFICATION APPLIANCE CKT.-UNDERGROUND H 2 SOLID 16 #16/2, RED JACKET, FPLP INDICATING CIRCUIT (IDC) Hu 2 STRANDED 16 #16 THWN RED(+) BLACK(-) JACKET (FIRE UNDERGROUND RATED) INDICATING CIRCUIT (IDC) - UNDERGROUND B 4 SOLID 16 #16/4, RED JACKET, FPLP SBUS
Bu 4 STRANDED 16 #16 THWN RED(+) BLACK(-) JACKET (FIRE UNDERGROUND RATED) SBUS - UNDERGROUND S 2 STRANDED 16 #16/2 -OVERALL SHIELDED CLASS 2 CABLE SPEAKER CIRCUIT Su 2 STRANDED 16 #16/2 -OVERALL SHIELDED C2 CABLE (UNDERGROUND RATE) SPEAKER CIRCUIT - UNDERGROUND

SHUT DOWN HVAC UNIT FAN
NOTES:

1. ALL FIRE ALARM CIRCUITS ARE TO BE CLASS B, STYLE Y.

FIRE ALARM REQUIREMENTS

FIRE ALARM SCOPE OF WORK

FIRE ALARM SHEET INDEX
SHEET # SHEET DESCRIPTION
GNDFTGFIFLRDWGEMT(E)C.O.CUCKTAWGARCH.CAFFAIC
GROUND FAULT INTERRUPTERELECTRICAL METALLIC TUBINGCONDUIT ONLY WITH PULL WIREGROUNDFEETFLOORDRAWINGEXISTINGCIRCUITCOPPERABOVE FINISHED FLOORAMERICAN WIRE GAUGEARCHITECT; ARCHITECTURALAMPERES INTERRUPTING CAPACITYCEILING WU.O.N.SWUG
TYP

REQ'D(R)SFSHT

ABBREVIATION

NICPNL(N)
UNLESS OTHERWISE NOTEDWATTUNDERGROUNDTYPICALSWITCHSQUARE FEETREMOVE, REPLACE or RELOCATESHEETREQUIREDPANELNOT IN CONTRACT

DESCRIPTION
NEW

CFC CALIFORNIA FIRE CODE

FIRE ALARM SYSTEM ABBREVIATIONS

FA FIRE ALARM
FA0.0FA1.0FA1.1FA2.0FA3.0

FIRE ALARM LEGEND, NOTES & INDEXFIRE ALARM FLOOR PLANFIRE ALARM ROOF PLANFIRE ALARM DETAILSFIRE ALARM CALCULATIONS & RISER DIAGRAM

FIRE WATCH NOTE

FIRE ALARM SYSTEM CODES AND STANDARDS

1. FURNISH AND INSTALL A NEW MANUAL FIRE ALARM SYSTEM IN ACCORDANCE WITH NFPA 72, CFC §907.2.1 & §907.2.2, §907.5, CBC §907.2.1 & §907.2.2, CMC §609.1, AND ALL APPLICABLE CODES & REGULATIONS AND THE AUTHORITY HAVING JURISDICTION.

THE CONTRACTOR SHALL PROVIDE AND SUBMIT THE FIRE ALARM SHOP DRAWINGS AND AS BUILT DRAWINGS TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO ANDAFTER INSTALLATION AND ACCEPTANCE OF THE FIRE ALARM SYSTEM. SUBMITTALS SHALL CONTAIN THE FOLLOWING:

A. SHOP DRAWINGS: COMPLETE 1/8" MINIMUM SCALE FLOOR PLANS SHOWING ALL

DEVICES, APPLIANCES, COMPONENTS, CONDUIT AND WIRING INDICATING A COMPLETE AND OPERABLE SYSTEM AS DESIGNED AND SPECIFIED. REPRODUCEDCOPIES OF THE BID SET OF FIRE ALARM PLANS ARE NOT ACCEPTABLE AS SHOP DRAWINGS. SHOP DRAWINGS MUST ALSO INDICATE DEVICE QUANTITIES, DEVICEMOUNTING HEIGHTS, ROOM NAMES & NUMBER AND LOCATIONS OF ALL FIRE RATED WALLS.

B. SHOP DRAWINGS SHALL INCLUDE ELECTRICAL CONTRACTOR'S AND/OR FIRE ALARM SYSTEM INSTALLERS NAME, ADDRESS, PHONE NUMBER AND C-10 LICENSE NUMBER IN THEIR TITLE BLOCK STAMPED.

C. LIST OF SYSTEM COMPONENTS, EQUIPMENT AND DEVICES, INCLUDING MANUFACTURE'S MODEL NUMBER(S) AND CALIFORNIA STATE FIRE MARSHALLLISTING NUMBER(S).

D. SHOP DRAWINGS TO USE ALL NFPA-170 SYMBOLS. NO EXCEPTIONS.E. ORIGINAL COPIES OF MANUFACTURE'S SPECIFICATION SHEETS FOR ALL EQUIPMENT AND DEVICES AS INDICATED.

F. AS BUILT DRAWINGS SHALL BE COMPLETE AND REFLECT THE FIRE ALARM SYSTEM

AS ACTUALLY INSTALLED WITH ALL OF THE CONTROL PANELS, DEVICES ANDAPPLIANCES SHOWN, ADDRESSED ACCORDING TO THE MANUFACTURE'S

OPERATION MANUAL, ALL CONDUCTORS ANNOTATED AND REFLECT ALL REQUIREMENTS AS STATED FOR SHOP DRAWINGS.

G. UPON COMPLETION AND ACCEPTANCE OF THE THE PROJECT, A REPRODUCIBLE

SET OF AS BUILT DRAWINGS OF THE ENTIRE FIRE ALARM SYSTEM OR AREAS

WORKED UPON SHALL BE PROVIDED IN PDF AND ELECTRONIC DESIGN PROGRAM (CURRENT AUTODESK AUTOCAD MINIMUM) FORM TO THE ARCHITECT/ENGINEER OF RECORD FOR REVIEW.

H. VOLTAGE DROP CALCULATIONS TO INCLUDE THE FOLLOWING:
(a) POINT-TO-POINT OR OHMS LAW CALCULATIONS(b) IDENTIFICATION OF THE ZONE OR CIRCUIT IN CALCULATIONS(c) VOLTAGE DROP PERCENTAGE (NOT TO EXCEED THE LISTED MANUFACTURE'S

OPERATING VOLTAGE RANGES)
(d) NOTE OF CIRCUIT NUMBER FOR WORST CASE CALCULATION
I. BATTERY TYPE(S), AMP HOURS AND CALCULATIONS. INCLUDE THE FOLLOWING:

1. NORMAL OPERATION: 100% OF APPLICABLE DEVICES FOR 24 HOURS = CONTROL PANEL AMPS PLUS LIST OF AMPS PER DEVICE WHICH DRAW POWER FROM THEPANEL DURING STANDBY. (I.E.: ZONE MODULES, DETECTORS AND OTHER IDENTIFIED DEVICES.

2. ALARM CONDITION: 100% OF THE APPLICABLE DEVICES FOR 15 MINUTES =

CONTROL PANEL AMPS PLUS LIST OF AMPS PER DEVICE WHICH DRAW POWER FROM THE PANEL DURING ALARM. (I.E.: ZONE MODULES, SIGNAL MODULES,DETECTORS, SIGNAL DEVICES, ANNUNCIATORS, AMPLIFIERS AND OTHER

IDENTIFIED DEVICES)

3. NORMAL OPERATION + ALARM OPERATION
a. TOTAL AMP HOURS REQUIRED.
b. TOTAL AMP HOURS PROVIDED.

WP WEATHERPROOF
*NOT ALL ABBREVIATIONS WILL APPLY

A FIRE PREVENTION AND SAFETY PLAN SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S AUTHORIZED AGENT FOR FIRE SAFETY DURING DEMOLITION ANDCONSTRUCTION OF ALL PHASES OF THE PROJECT FROM START TO ACCEPTANCE. (REFERENCE CFC §3301.1 THRU §3303.10) THE FIRE CODE OFFICIAL OR THE LOCAL

AUTHORITY HAVING JURISDICTION SHALL BE NOTIFIED IMMEDIATELY WHENEVER THE FIRE PROTECTION / ALARM SYSTEM IS OUT OF SERVICE. A FIRE WATCH SHALL BE PROVIDED WITH NO LESS THAN ONE (1) MEANS FOR NOTIFICATION OF THE FIREDEPARTMENT AND PERFORM CONSTANT PATROLS OF THE PROTECTED PREMISES IN ACCORDANCE WITH DSA IR F-2 AND CFC §901.7.

FIRE ALARM GENERAL NOTES

1. APPLICABLE STANDARD NFPA 72, AS ADOPTED AND AMENDED IN CBC CHAPTER 35.

2. INSTALLATION OF THE SYSTEMS SHALL NOT BE STARTED UNTIL DETAILED DESIGN DOCUMENTS AND SPECIFICATION, INCLUDING STATE FIRE MARSHAL LISTING NUMBERS FOR EACH COMPONENT OF THESYSTEM, HAS BEEN APPROVED BY DSA.

3. UPON COMPLETION OF SYSTEM INSTALLATION, A SATISFACTORY TEST OF THE ENTIRE SYSTEM SHALL BE MADE IN THE PRESENCE OF A DSA PROJECT INSPECTOR.

4. A STAMPED SET OF APPROVED FIRE ALARM DESIGN DOCUMENTS SHALL BE ON THE JOB SITE AND USED FOR INSTALLATION.

5. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE CODE OR RECOGNIZED STANDARDS SHALL BE BROUGHT TO THE ATTENTION OF DSA AND THE ARCHITECT/ENGINEER OF THE PROJECT.

6. DSA, ARCHITECT/ENGINEER AND OWNER SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO THE FINAL INSPECTION AND/OR TESTING.

7. ALL PENETRATIONS THROUGH RATED ASSEMBLIES REQUIRING OPENING PROTECTION SHALL BE PROVIDED WITH A PENETRATION FIRE STOP SYSTEM AS IDENTIFIED IN CBC CHAPTER 7, UL OR OTHER APPROVED LAB TESTING CRITERIA. APPROVED TYPES OF MATERIALS SHALL BE IDENTIFIED WITHIN THE PROJECT SPECIFICATIONS WITHIN THE FIRE ALARM SECTION.

8. WALL MOUNTED VISIBLE NOTIFICATION DEVICES SHALL HAVE THEIR BOTTOMS MOUNTED AT 80" MINIMUM AND 96" MAXIMUM FROM THE FINISHED FLOOR.

9. WALL MOUNTED AUDIBLE NOTIFICATION DEVICES SHALL HAVE THEIR TOPS MOUNTED AT 90" MINIMUM AND 100" MAXIMUM FROM FINISHED FLOOR AND NO CLOSER THAN 6" TO A HORIZONTAL STRUCTURE.

10. AUDIBLE DEVICES SHALL PROVIDE A SOUND PRESSURE LEVEL OF 15 DECIBELS (dBA) ABOVE THE AVERAGE AMBIENT SOUND LEVEL OR 5 dBA ABOVE THE MAXIMUM SOUND LEVEL HAVING A DURATION OFAT LEAST 60 SECONDS, WHICHEVER IS GREATER, IN EVERY OCCUPIABLE SPACE WITHIN THE BUILDING.

11. AUDIBLE DEVICES SHALL BE SYNCHRONIZED TEMPORAL CODE 3 PATTERN.12. THE CONTRACTOR SHALL ADJUST/INSTALL ALL DEVICES TO MAXIMIZE PERFORMANCE AND TO MINIMIZE FALSE ALARMS.

13. VISIBLE DEVICES SHOULD NOT EXCEED TWO FLASHES PER SECOND AND SHOULD NOT BE SLOWER THAN ONE FLASH EVERY SECOND. THE DEVICE SHALL HAVE A PULSING LIGHT SOURCE NOT LESS THAN 15 CANDELLA. VISIBLE DEVICES WITHIN THE SAME VIEW OF EACH OTHER SHALL BE SYNCHRONIZED.

14. UNDERGROUND AND EXTERIOR CONDUITS TO HAVE WATER TIGHT FITTINGS AND WIRE TO BE APPROVED FOR WET LOCATIONS.

15. ALL FIRE ALARM WIRING SHALL BE FPLR OR FPLP (FIRE POWER LIMITED OR FIRE POWER LIMITED PLENUM) AS REQUIRED FOR APPLICATION. WIRING IN CONDUIT ABOVE GROUND MAY BE TYPE THHN OR THWN.

16. PER CEC STANDARDS, ALL WIRING IS TO BE PULLED THROUGH EACH JUNCTION BOX AND CONNECTED DIRECTLY TO EACH FIRE DEVICE. DO NOT SPLICE THE WIRE. ALL BOXES TO BE SIZED PER CEC.

17. SMOKE DETECTORS SHALL NOT BE ANY CLOSER THAN 1' FROM FIRE SPRINKLERS OR 3' FROM ANY SUPPLY DIFFUSER. IN AREA OF CONSTRUCTION OR POSSIBLE DAMAGE/CONTAMINATION ON NEWLY

INSTALLED FIRE ALARM, DEVICES SHALL BE COVERED UNTIL THAT AREA IS READY TO BE TURNED OVER TO THE OWNER.

18. ALL FIRE ALARM CIRCUITS SHALL BE IN CONDUIT, SURFACE RACEWAY OR OPEN RUN ABOVE CEILINGS, UNDER FLOORS AND IN WALLS IN A NEAT AND PROTECTED MANOR AS INDICATED ON DESIGNDOCUMENTS. EXPOSED CIRCUITS ARE ONLY PERMITTED WHEN NOTED AS EXPOSED ON DESIGNDOCUMENTS.

19. FIRE ALARM PANEL, REMOTES, AND COMPONENTS SHALL BE SECURED TO MOUNTING SURFACES PER MANUFACTURERS' SPECIFICATIONS. NO SINGLE DEVICE SHALL EXCEED 20 LBS. WITHOUT SPECIALMOUNTING DETAILS.

20. A DEDICATED BRANCH CIRCUIT SHALL BE PROVIDED FOR FIRE ALARM EQUIPMENT. THIS CIRCUIT SHALL BE ENERGIZED FROM THE COMMON USE AREA PANEL AND SHALL HAVE NO OTHER OUTLETS. THEBREAKER SHALL HAVE A RED LOCKING DEVICE TO BLOCK THE HANDLE IN THE "ON" POSITION. THE CIRCUIT BREAKER SHALL BE LABELED "FIRE ALARM CIRCUIT CONTROL." CIRCUIT ID TO BE LABELED AT FIRE PANEL/EXTENDERS.

21. THE INSTALLING CONTRACTOR SHALL PROVIDE A COMPLETED "SYSTEM RECORD OF COMPLETION" PER NFPA 72, FIGURE 7.8.2(a).

22. FIRE ALARM CONTROL PANELS AND REMOTE ANNUNCIATORS SHALL BE INSTALLED WITH THEIR BOTTOMS MOUNTED AT 48" ABOVE THE FINISHED FLOOR.

23. MICROPHONES ASSOCIATED WITH EMERGENCY VOICE ALARM COMMUNICATION SYSTEMS (EVAC) SHALL BE ACCESSIBLE FOR USE, INSTALLED IN COMPLIANCE WITH CBC SECTIONS 11B-305 AND 11B-308.

24. THE INSTALLING CONTRACTOR SHALL PROVIDE SYSTEM PROGRAMMING FOR SUPERVISORY MONITORING PER CBC SECTION 907.6.6.

25. SUPERVISORY MONITORING SHALL BE TESTED AND VERIFIED AS SENDING CORRECT SIGNALS IN CONJUNCTION WITH FINAL ACCEPTANCE TEST.

26. OWNER SHALL BE RESPONSIBLE FOR ESTABLISHING A FIRE SYSTEM MONITORING CONTRACT OR PROVISIONS.

27. THE AUDIBLE CARBON MONOXIDE ALARM SIGNAL SHALL BE A FOUR-PULSE TEMPORAL PATTER AND COMPLY WITH THE FOLLOWING:
(1) SIGNALS SHALL BE A PATTER CONSISTING OF FOUR CYCLES OF 100 MILLISECONDS +/- 10 PERCENT "ON" AND 100 MILLISECONDS +/- 10 PERCENT "OFF".
(2) AFTER THE INITIAL 4 MINUTES OF ALARM, THE 5-SECOND "OFF" TIME SHALL BE PERMITTED TO BE CHANGED TO 60 SECONDS +/- 10 PERCENT.
(3) THE ALARM SIGNAL SHALL BE REPEATED IN COMPLIANCE WITH NFPA 72 18.4.3.2(1)(2)(3)(4) UNTIL THE ALARM RESETS OR THE ALARM SIGNAL IS MANUALLY SILENCED.

28. A CARBON MONOXIDE ALARM SIGNAL SHALL TAKE PRECEDENCE OVER SUPERVISORY OR TROUBLE SIGNALS. (NFPA 72, 26.2.4.1) THE ACTUATION OF A CARBON MONOXIDE DETECTOR OR SYSTEM SHALL BE DISTINCTIVELY INDICATED AS A CARBON MONOXIDE ALARM SIGNAL. (NFPA 72, 26.2.4.1.2)

29. ALL EQUIPMENT SHALL BE NEW, UNDERWRITERS LABORATORY AND CALIFORNIA STATE FIRE MARSHAL LISTED.

30. ELECTRICAL CONTRACTOR SHALL FURNISH ACCESS PANELS TO AREAS THAT REQUIRE SERVICING, TROUBLESHOOTING, ETC.

31. DO NOT DEVIATE FROM CONDUIT RUNS AS SHOWN ON FLOOR PLANS WITHOUT PRIOR APPROVAL FROM SYSTEM SUPPLIER. FACTORS SUCH AS EXCESSIVE VOLTAGE DROP, ADDITIONAL PARTS, ENGINEERING, ETC., THAT ARE A RESULT OF CONDUIT RUN DEVIATIONS SHALL BE THE SOLE RESPONSIBILITY OF THEELECTRICAL CONTRACTOR.

32. ALL FAN SHUTDOWN FUNCTIONS, DAMPER CLOSURES, AND ASSOCIATED MECHANICAL SYSTEM FIRE ALARM INTERFACE SHALL BE BY MECHANICAL CONTRACTOR IN ACCORDANCE WITH CMC §608.

33. ALL DUCT SMOKE DETECTORS SHALL BE MOUNTED BY THE MECHANICAL CONTRACTOR. DUCT SMOKE

DETECTORS EXPOSED TO THE WEATHER SHALL BE WEATHER PROTECTED BY THE MECHANICAL CONTRACTOR. ALL AIR VELOCITY TESTING SHALL BE PERFORMED BY THE MECHANICAL CONTRACTOR.

34. ALL 120VAC POWER REQUIREMENTS FOR THE FIRE ALARM SYSTEM SHALL BE FURNISHED BY THE

ELECTRICAL CONTRACTOR AND SHALL MEET ALL REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION.

35. ALL FIRE ALARM DEVICE BACKBOXES, FIRE ALARM TERMINAL CABINETS, GUTTERS, JUNCTION BOXES, AND

ASSOCIATED CONDUITS SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. REFER TO FIRE ALARM SYMBOL LIST AND/OR MOUNTING DETAILS FOR ADDITIONAL INFORMATION. SYSTEM SUPPLIER PROVIDED BACKBOXES SHALL BE INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED.

36. SMOKE DETECTOR TESTING SHALL BE ACCOMPLISHED PER THE MANUFACTURER'S INSTRUCTIONS.37. ALL WIRING, INITIATING DEVICES AND ANNUNCIATOR PANEL SHALL BE SUPERVISED TO THE PRINCIPAL POINT OF ANNUNCIATION. THE FIRE ALARM CONTROL PANEL TO SUPERVISE THE ANNUNCIATOR PANEL, ALL INITIATING AND INDICATING DEVICE CIRCUITS.

38. ALL WIRING SHALL BE CUT FOR IN AND OUT. WIRING SHALL NOT BE LOOPED THROUGH DEVICES.39. POINT, COMMON ANNUNCIATION, AND T-TAPPING ARE PROHIBITED.

40. PROVIDE 3/4" CONDUIT FROM FIRE ALARM CONTROL PANEL TO TELEPHONE BACKBOARD FOR OWNER PROVIDED CENTRAL STATION MONITORING.

41. ALL CONDUIT SHALL BE 3/4" MINIMUM, UNLESS OTHERWISE NOTED.42. ALL FIRE SPRINKLER WATER FLOW SWITCHES SHALL BE 2 WIRE WITH NON-ELECTRONIC RETARD TYPE.43. ALL DEVICES IN THE ALARM SYSTEM SHALL BE COMPATIBLE AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

44. FIRE ALARM SYSTEM SHALL BE UL LISTED (UUJS).45. CBC 907.6.6.4 GROUP E SCHOOLS: AUTOMATIC FIRE ALARM SYSTEMS SHALL BE MONITORED AND SHALL

TRANSMIT THE ALARM, SUPERVISORY AND TROUBLE SIGNALS TO AN APPROVED SUPERVISING STATION IN ACCORDANCE WITH NFPA 72. THE SUPERVISING STATION SHALL BE LISTED AS EITHER UUFX (CENTRAL STATION) OR UUJS (REMOTE & PROPRIETARY) BY THE UNDERWRITERS LABORATORY INC. (UL) OR OTHER

APPROVED LISTING AND TESTING LABORATORY OR SHALL COMPLY WITH THE REQUIREMENTS OF STANDARD, FM 3011. TERMINATION OF MONITORING SERVICES SHALL BE IN ACCORDANCE WITH SECTION907.6.6.2.

46. SUBSTITUTION OF SYSTEM COMPONENTS OR MANUFACTURER WILL REQUIRE THE CONTRACTOR TO

SEPARATELY OBTAIN APPROVAL WITH THE CSFM AT CONTRACTOR'S EXPENSE AND SHALL MEET ALL REQUIREMENTS OF THE SYSTEM AS DESIGNED AND PRE-APPROVED. ALL PROPOSED SUBSTITUTIONS SHALL BE LISTED WITH THE CALIFORNIA STATE FIRE MARSHAL.

47. FINAL ACCEPTANCE TEST TO INCLUDE TESTING THE CONNECTION BETWEEN THE FIRE ALARM PANEL AND THE SUPERVISING STATION.

48. COORDINATE WITH THE ENGINEER FOR USE OF EXISTING CONDUIT ON A CASE BY CASE BASIS.49. PRIOR TO DEMOLITION, CONTRACTOR SHALL TEST THE INTERCOM SYSTEM TO ENSURE FULL FUNCTIONALITY. GENERATE A LIST OF FAULTY EQUIPMENT AND PROVIDE TO THE OWNER AND THE ARCHITECT. PROVIDE PRICING FOR ANY REQUIRED EQUIPMENT REPAIRS OR REPLACEMENT.

50. CONTRACTOR SHALL DISCONNECT EXISTING FIRE ALARM SYSTEM FROM THE EXISTING INTERCOM SYSTEM. ENSURE THE INTERCOM SYSTEM IS COMPLETELY FUNCTIONAL AFTER DISCONNECTION.

51. CONTRACTOR SHALL CLEARLY MARK THE ABANDON SECTION OF PUBLIC ADDRESS SYSTEM.52. PROVIDE A FIRE ALARM DOCUMENTATION CABINET PER NFPA72,7.7.53. FIRE SAFETY DURING DEMOLITION AND CONSTRUCTION SHALL COMPLY WITH CBC CHAPTER 33 AND CFC CHAPTER 33.

54. SHOULD ANY EXISTING CONDITIONS SUCH AS DETERIORATION OR NON-COMPLYING CONSTRUCTION BE

DISCOVERED WHICH IS NOT COVERED BY THE DSA APPROVED DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24, CALIFORNIA CODE OF REGULATION CHANGE DOCUMENT, OR A

SEPARATE SET OF PLANS AND SPECIFICATIONS,DETAILING AND SPECIFYING THE REQUIRED REPAIR

WORK SHALL BE SUBMITTED TO AND APPROVED BY DSA BEFORE PROCEEDING WITH THE REPAIR WORK (CAC 4-317(C)).

55. CHANGES TO THE DIVISION OF THE STATE ARCHITECT APPROVED DRAWINGS AND SPECIFICATIONS SHALL

BE MADE BY ADDENDA OR CONSTRUCTION CHANGE DOCUMENTS FOR CHANGES TO THE STRUCTURAL, ACCESSIBILITY OR FIRE -SAFETY PORTIONS OF THE PROJECT. CHANGES SHALL BE SUBMITTED TO ANDAPPROVED BY DSA PRIOR TO COMMENCEMENT OF THE WORK SHOWN THEREON CAC 4-338(C)).

56. PROJECT INSPECTOR TO APPROVE SYSTEM VOICE-EVACUATION INTELLIGIBILITY DURING TESTING PHASE.57. CONTRACTOR SHALL PROVIDE ALL CABLING, RELAYS, MOUNTING HARDWARE AND ANY OTHER DEVICES (FIRE ALARM SYSTEM DEVICES) TO PROVIDE A FULLY FUNCTIONING FIRE ALARM OVERRIDE SYSTEM.

WHEN FIRE ALARM CEASES, EACH LOCAL SOUND SYSTEM SHALL AUTOMATICALLY REVERT TO NORMAL OPERATION. FIRE ALARM MODULES AND CABLING BY FIRE ALARM CONTRACTOR.

58. FOR ALL HEAT DETECTORS THAT ARE LOCATED ABOVE CEILING/ATTIC SPACES, CONTRACTOR SHALL PROVIDE STICKER AND LABEL "HD" AT THE REFLECTED CEILING DIRECTLY BELOW THE DEVICE TO INDICATE LOCATION.

59. NOTIFICATION APPLIANCES USED FOR SIGNALING OTHER THAN FIRE SHALL NOT HAVE THE WORD "FIRE" OR ANY FIRE SYMBOL, IN ANY FORM (I.E., STAMPED, IMPRINTED, ETC. ) ON THE APPLIANCE VISIBLE TO THE PUBLIC.NOTIFICATION APPLIANCES WITH MULTIPLE VISIBLE ELEMENTS SHALL BE PERMITTED TO HAVEFIRE MARKING ONLY ON THOSE VISIBLE ELEMENTS USED FOR FIRE SIGNALING. PER NFPA 72, 18.3.3.2/NFPA 720, 6.3.3.2/ IR 9-2, 5.4.4 & 5.4.5.

60. AUTOMATIC FIRE ALARM SYSTEMS SHALL BE MONITORED AND SHALL TRANSMIT THE ALARM,

SUPERVISORY AND TROUBLE SIGNALS TO AN APPROVED SUPERVISING STATION IN ACCORDANCE WITH NFPA 72. THE SUPERVISING STATION SHALL BE LISTED AS EITHER UUFX (CENTRAL STATION) OR UUJS (REMOTE & PROPRIETARY) BY THE UNDERWRITERS LABORATORY INC. (UL) OR OTHER APPROVED LISTING AND TESTING LABORATORY OR SHALL COMPLY WITH THE REQUIREMENTS OF FM 3011. TERMINATION OF MONITORING SERVICES SHALL BE IN ACCORDANCE WITH SECTION 907.6.6.2.

61. THE NEW PROJECT SUBMITTAL TO INCLUDE DIRECTION THAT FIRE ALARM SYSTEM RECORD OF

COMPLETION AND FIRE ALARM SYSTEM RECORD OF INSPECTION AND TESTING FORM THESE TWO DOCUMENTS FROM NFPA 72 ARE TO BE COMPLETED AND SUBMITTED PRIOR TO CLOSE OUT OF THEPROJECT. A COPY OF COMPLETED AND SIGNED FORM SHALL BE GIVEN TO THE ARCHITECT OR ENGINEER OF RECORD, THE PROJECT INSPECTOR, THE OWNER (SCHOOL DISTRICT) AND LOCAL FIRE AUTHORITY.

62. INTELLIGIBILITY SHALL BE TESTED ACCORDING TO NFPA 72 ANNEX D.2 (SPEECH INTELLIGIBILITY).63. UNLESS SPECIFICALLY SHOWN ON THESE PLANS NO STRUCTURAL MEMBERS SHALL BE CUT, DRILLED NOR NOTCHED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER AND THEDISTRICT STRUCTURAL ENGINEER FROM THE DIVISION OF THE STATE ARCHITECT. *NOT ALL NOTES WILL APPLY

CEILING

MOUNT AT
72" A.F.F. 48" A.F.F.

MAXIMUM
96"

MINIMUM
80"
A.F.F.

A.F.F. CEILING

ABOVE FINISHED FLOOR
OR 6" BELOW
MOUNT DEVICE 90"
6" MINIMUM

18.5.5.5.1(b)

AND STROBES TO BE MOUNTED
AS PER NFPA 72 TABLE

CEILING MOUNT HORN/STROBES

TO TOP OF
F

MOUNT BETWEEN
48" A.F.F MINIMUM
TO 60" A.F.F

CEILING

A/C SUPPLY

DIFFUSER

FINISHED
FLOOR

FINISHED
WALL
NEVER
HERE

ACCEPTED HERE

WALL MOUNTED

SMOKE/HEAT

DETECTOR

CEILING MOUNTED

SMOKE/HEAT

DETECTOR
NFPA 72
4"
12"

NO LOWER
3' MIN.
(REFERENCE
A. 1. 1
NAC POWER SUPPLY #

NAC CIRCUIT

NAC DEVICE
01 N1. 1

NAC CIRCUIT

NAC DEVICE
(FACP)
(REMOTE POWER SUPPLY)
SLC OR ZONE DEVICE # 1. SIGNATURE LINE CIRCUIT (INITIATION) DEVICE ADDRESS. ADDRESSES MAY DIFFER DEPENDING ON MANUFACTURER.2. FIRE ALARM CONTROL PANEL NOTIFICATION APPLIANCE CIRCUIT ADDRESS.3. REMOTE POWER SUPPLY NOTIFICATION APPLIANCE CIRCUIT ADDRESS.

SA. 1. 1

AMPLIFIER NUMBER

SPEAKER CIRCUIT

SPEAKER/SPEAKER STROBE

4. EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM AMPLIFIER AND SPEAKER ADDRESSES.

FIRE ALARM ELEVATION MOUNTING DETAIL

FIRE ALARM DEVICE ADDRESS LEGEND
F
FAA
FACP NAC#

ENCLOSURE
TO TOP OF (SEE NOTE 2)
(SEE NOTE 1)
NFPA 72, 17.15.6) (SEE NOTE 1)
NOTES:

1. WALL-MOUNTED APPLIANCES SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80 IN. (2.03m) AND NOT GREATER THAN 96 IN. (2.44m) ABOVE THE FINISHED FLOOR OR AT THE MOUNTING HEIGHT SPECIFIED USING THE PERFORMANCE-BASED ALTERNATIVE OF

18.5.5.7. (NFPA 72, CHAPTER 18.5.5.1*)

2. WHERE LOW CEILING HEIGHTS DO NOT PERMIT ALL MOUNTING AT A MINIMUM OF 80 IN. (2.03m), WALL MOUNTED VISUAL NOTIFICATION APPLIANCES SHALL BE MOUNTED WITHIN 6 IN. (150mm) OF THE CEILING. (NFPA 72, CHAPTER 18.5.5.2)

FINISHED FLOOR
34" MAX
15" MIN TO
BOTTOM
OF BOX
24" MAX
46" MAX SIDE APPROACH44" MAX FRONT APPROACH

TOP OF SWITCH,

DEVICE, OUTLET ORFA MICROPHONE
2022 CBC
11B-308.2.1
2022 CBC
11B-308.2.2
2022 CBC
11B-308.3.2

MOUNTING OVER OBSTRUCTION DETAIL
NOTES:

2. FORWARD OR FRONT APPROACH FOR DEVICES MOUNTED ABOVE COUNTERS ASSUMES THAT DIRECTLY BELOW THE DEVICE, THE COUNTER HAS A 30"MIN. WIDTH X27" HIGH X19" MIN. DEEP CLEAR OPENING. CBC SECTIONS 11B-306 & 11B-308.

ENCLOSURE

AT BOTTOM OF

ENCLOSURE

MOUNT BETWEEN
48" A.F.F MINIMUM
TO 60" A.F.F

TO TOP OF

ENCLOSURE

AT BOTTOM OF

ENCLOSURE
NOTES:

1. DEVICE ADDRESSING VARIES DEPENDING ON THE MANUFACTURER. FIRE ALARM CONTRACTOR TO PROGRAM DEVICES ACCORDING TO THE MANUFACTURER'S OPERATION MANUAL.

2. CORRECT DEVICE ADDRESSING TO BE REFLECTED ON AS-BUILT RECORD DRAWINGS. \\pbkdfs\PBKInc\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\FA 5/21/2025 11:58:40 AM
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
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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

REGIST ERED PROFES

SIONAL ENGINEER
STATE
OF

CALIFORNIA
ELECT
RICAL

ST EV EN
C.MUSSER
Exp. 3-31-26
1 PLAN CHECK CYCLE #2 5/23/25
2 5/23/25 OWNER CHANGES
C.Y.
2022 CALIFORNIA ADMINISTRATIVE CODE (CAC), PART 1, TITLE 24 CCR2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 CCR2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 CCR2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 CCR2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 CCR2022 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 CCR2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 CCR2022 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 CCR2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), PART 11, TITLE 24 CCR
2022 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24 CCR TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS NFPA 13 STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS (CA AMENDED) 2022EDITION.NFPA 14 STANDARD FOR INSTALLATION OF STANDPIP AND HOSE SYSTEMS (CA AMENDED) 2019 EDITION.

NFPA 17 STANDARD FOR DRY CHEMICAL EXTINGUISHING SYSTEMS 2024 EDITION.NFPA 17A STANDARD FOR WET CHEMICAL EXTINGUISHING SYSTEMS 2024 EDITION.NFPA 20 STANDARD FOR INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION 2022 EDITION.

NFPA 22 STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION 2023 EDITION.NFPA 24 STANDARD FOR INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES (CA AMENDED) 2022 EDITION.

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE (CA AMENDED) 2022 EDITIONNFPA 80 STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES. (CA AMENDED) 2019 EDITION.

NFPA 170 STANDARD FOR FIRE SAFETY AND EMERGENCY SYMBOLS. (CA AMENDED) 2018EDITION.NFPA 2001 STANDARD FOR CLEAN AGENT FIRE EXTINGUISHING SYSTEMS (CA AMENDED) 2018 EDITION.

UL300 STANDARD FOR FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS FOR PROTECTION OF COMMERCIAL COOKING EQUIPMENT 2024 REVISED EDITION.

UL464 AUDIBLE SIGNALING DEVICES FOR FIRE ALARM AND SIGNALING SYSTEMS INCLUDING ACCESSORIES (CA AMENDED) 2003 EDITION.

UL 521 STANDARD FOR HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS. (CA AMENDED) 1999 EDITION.

UL1971 STANDARD FOR SIGNALING DEVICES FOR HEARING IMPAIRED 2024 REVISEDEDITION.

ICC300 STANDARD FOR BLEACHERS, FOLDING AND TELESCOPIC SEATING AND GRANDSTANDS 2023 EDITION.

FOR A COMPLETE LIST OF APPLICABLE NFPA STANDARDS REFER TO 2022 CBC (SFM) CHAPTER 35 AND CALIFORNIA FIRE CODE CHAPTER 80.SEE CALIFORNIA BUILDING CODE, CHAPTER 35, FOR STATE OF CALIFORNIA AMENDMENTS TO THE NFPA STANDARDS.

ENCLOSURE
FIRE ALARM CONTROL PANELFIRE ALARM ANNUNCIATORFIRE ALARM COMMUNICATOR (CELLULAR)NOTIFICATION APPLIANCE DISTRIBUTED POWER SUPPLYINPUTS. 1=SINGLE, 2=DUAL)ADDRESSABLE RELAY MODULEMANUAL FIRE ALARM BOX / PULL STATIONADDRESSABLE INPUT MODULE (# DENOTES AMOUNT OFMULTI CANDELA HORN STROBE (WALL MOUNT)MULTI CANDELA STROBE (WALL MOUNT)FIRE ALARM DOCUMENT CABINETELECTRICAL JUNCTION BOX SYM. MODEL
67006860

SLE-LTEV-FIRE
5495
SK-MONITOR-2

SK-RELAY

SK-DUCT-W

SK-PULL-SA
P2RL
SRL
SSU00672
#
NAPCO

SYSTEM SENSOR
S.A.E.
#
MFG. DESCRIPTION

WALL MOUNTWALL MOUNTWALL MOUNT
4-11/16" SQUARE BOX

WALL MOUNT
TBD

MOUNTING
7165-0559-0501
CSFM #
2-1/8" MIN. DEPTH
4-11/16" SQUARE BOX
2-1/8" MIN. DEPTH
4-11/16" SQUARE BOX
W/ 3 O RING

SK-PHOTO-W ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR W/BASE

DUCT MOUNT AS PER

MANUFACTURER
W/ SNGL. GANG RING
4-11/16" SQUARE BOX4-11/16" SQUARE BOX4-11/16" SQUARE BOX 7300-0992:01447300-0559:01237300-0559:01557272-0559:01497150-0559:01617135-1653:05037125-1653:0504UL LISTED 4-11/16" SQUARE BOX
FACP
FAA
FAC
F
NAC-A
AIM 2
S
ARM
DOC
JB
S
P
## FIRE SPRINKLER RISER BELL (BY OTHERS) TBD

SYSTEM SENSOR
SMOKE DETECTOR HEAD AND SAMPLE TUBEADDRESSABLE DUCT SMOKE DETECTOR HOUSING WITH 3242-0559:0518 PS-12120 POWER SONIC 12VDC, 12AH SEALED LEAD ACID BATTERY

INSTALL IN FACP
NO SYMBOL ENCLOSURE UL LISTEDNO SYMBOL PS-1270 POWER SONIC 12VDC, 7AH SEALED LEAD ACID BATTERY UL LISTED

INSTALL IN POWER

SUPPLY ENCLOSURE
**** **** FIRE SMOKE DAMPER UL LISTED

PROVIDED/INSTALLED

S BY OTHERS

SK-DUCT-W/DNRW AS PER

MANUFACTURER

S WP SMOKE DETECTOR HEAD AND SAMPLE TUBE WATERTIGHT ADDRESSABLE DUCT SMOKE DETECTOR HOUSING WITH 7165-0559-05017300-0559:01553242-0559:0518
SILENT KNIGHT 1
QTY.

SILENT KNIGHT 1
1 SILENT KNIGHT 1SILENT KNIGHT 2SILENT KNIGHT 13SILENT KNIGHT 1SILENT KNIGHT 1SILENT KNIGHT 11SILENT KNIGHT 1 1816
11 TBD
222
COM-2500586 1124 DEL PASO BLVD JOBCOPY By:

APPROVED
City of Sacramento Plan Review

FIRE DEPARTMENT

PENDING FIELD INSPECTION
Morten Myers on Jun 18, 2025

CONSULTANT
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

FACP
FAAF
M05
A.2.10
A.2.11EOL(4.7KΩ) 30cd
15cd
A.4.8EOL(4.7KΩ) 110cd
A.3.2110cd
A.4.4110cd
A.4.530cd
A.2.930cd
A.2.815cd
A.1.5EOL(4.7KΩ) 110cd
A.1.415cd
A.2.515cd
A.2.315cd
A.2.115cd
A.1.175cdA.1.275cd
A.1.3110cd
A.2.2
15cd
A.2.4110cd
A.3.115cd
A.3.315cd
A.3.715cd
A.4.115cd
A.4.7
110cd
A.4.675cd
S
D01
P
AIM
2 M01/M02
AIM
2 M03/M04
A.4.215cd
A,N
A,2N
N
2N
N
A.2.6110cdA.2.7110cd
A.3.615cd
A.3.515cd
A.3.8110cd
A.4.3110cd
FAC

NAC-A DOC
JB
JB
JB
JB

A,N A,N A,N
A,N
2N
A,N 2N
A,NA,N
A,N
A,2N
S (X2 HP-8)
M17 ARM
A
A.3.415cd
A,B,4N
JB
JB
A,N
N
2N
N N
A,2N
A,B,2N
A,B,N

A,B,N A,B,N
A,B,N

A,B,N A,B,N
S
ARM M18
S
D13
2N
2N
A,N
A,2N A,2N A,2N
A
A,N
UP TO HP-15 JB
A
UP TO HP-1 JB
A A
JB
UP TO HP-3
A
UP TO HP-10 JB
A
A
JB
A
UP TO HP-14
A
UP TO HP-11 JB
A
UP TO HP-12 JB
A
A
UP TO HP-13 JB
A
A
UP TO HP-9 JB
A
UP TO HP-7 JB
A
JB
A
A
UP TO HP-5 JB
A
A
A.3.10EOL(4.7KΩ) 15cd
A,N
N A.3.9 15cd A,B,4N
3 11
A A
B BC C
D D
E E
F F
G G
H H
22 3
3 44
55 66
77 88
9 9
10 10
11 11
1212
1313
UP

MEETING ROOM
13 FRIENDS ROOM
10 STAFF

WORKROOM
19 STAFF OFFICE
20 CHILDREN'S RR
24 ADULT SEATING
AREA
15 STUDY 2
16 ADULT AREA
12 STAFF

CIRCULATION

COUNTER
18 AG RR
9 STAFF AREA
1 FLEX RM
3 OFFICE
4 OFFICE
5 OFFICE
6 STAFF BREAK
7 AG RR
8 COMMUNITY
ROOM
26 KITCHENETTE
28 MOBILE

SERVICES
29 SUPERVISOR'S
OFFICE
30 STORAGE ROOM
31 COMP STORAGE
37 MENS RR
33 WOMENS RR
32 MAKER SPACE &

KITCHENETTE
35 TEEN AREA
17 LOBBY/FOYER
14 COMMUNITY

ROOM STORAGE
27 STORAGE
36 HALLWAY
01 HALLWAY
02 CHILDREN CPU
22 AMHS
2 CHILDRENS'
AREA
23 AG RR
21 HALLWAY
00 FRIENDS STACKS
25 TEEN STACKS
34 CHILDREN'S
STACKS
38 FACP
72" A.F.F.

OUT TO SLC, ZONES
120VAC PWR IN
*NOTE: DO NOT MAKE ANY PENETRATIONS LOWER THAN6" FROM BOTTOM OF ENCLOSURE DUE TO BATTERIES.

FINISHED FLOOR
(BY OTHERS)

AND NAC CIRCUITS

POWER SUPPLY

FACP ELEVATION DETAIL
CELL
COMM.
50" A.F.F.

DOC.

EST. 24"

FIRE ALARM SHEET NOTES
1 INSTALL DUAL INPUT MODULES TO MONITOR FIRE SPRINKLER WATER FLOW AND EXTERIOR SUPERVISORY TAMPER SWITCHES. REFERENCE FIRE SPRINKLER AND CIVIL PLANS FOR LOCATIONS OF EXTERIOR SWITCHES.

EXTERIOR FIRE SPRINKLER BELL SHOWN FOR REFERENCE ONLY. TO BE PROVIDED, INSTALLED AND POWERED BY OTHERS.

INSTALL NEW FIRE ALARM CONTROL PANEL, NAC POWER SUPPLY, CELLULAR COMMUNICATOR AND F/A DOCUMENT BOX IN THIS LOCATION. SEE ELEVATION DETAIL ON THIS SHEET FOR MOUNTING DIMENSIONS.RISER UP TO ROOF HVAC UNIT(S). FOLLOW HVAC/MECHANICAL CHASE AS MUCH AS POSSIBLE. FIELD VERIFY LOCATION(S) OF RISERS PRIOR TO ROUGH IN.

FIRE ALARM FLOOR PLAN 1SCALE: 1/8" = 1'-00"
234
FA1.0

FIRE ALARM

FLOOR PLAN
1 2
3 4

INSTALL FIRE ALARM ANNUNCIATOR, PULL STATION AND HORN STROBE IN LOBBY/FOYER AREA. MOUNT PULL STATION AS PER NFPA 72. 5
5 INSTALL DUCT SMOKE DETECTOR IN HVAC DUCT FOR FSD ACTIVATION IN ACCORDANCE WITH NFPA 72 §17.7.6.4.1. 6
6 7

INSTALL ADDRESSABLE RELAY MODULE FOR CONTROL OF FIRE SMOKE DAMPERS. FIRE SMOKE DAMPERS ARE TO BE INSTALLED IN A "DAISY CHAIN"MANNER FOR ACTIVATION OF BOTH UPON SMOKE DETECTION. FIRE SMOKEDAMPERS ARE PROVIDED, INSTALLED AND POWERED BY OTHERS. 7 \\pbkdfs\PBKInc\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\FA 6/17/2025 2:34:47 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 ENGINEE
R

STATE OF CALIFORNIA ELECTRICAL
ST EV EN C.MUSSER
Exp. 3-31-26
1 PLAN CHECK CYCLE #2 5/23/25
2 5/23/25 OWNER CHANGES
3 6/12/25 REVISIONS
C.Y.
4 TYPICAL
33 FACP ELEVATION DETAIL 2SCALE: AS SHOWN
3 COM-2500586 1124 DEL PASO BLVD JOBCOPY By:

APPROVED
City of Sacramento Plan Review

FIRE DEPARTMENT

PENDING FIELD INSPECTION
Morten Myers on Jun 18, 2025

CONSULTANT
Field Verify that adequate clearance is provided for the FA equipment at this location By:

UP FROM BELOW
A

UP FROM BELOW
FIRE ALARM ROOF PLAN 1SCALE: NO SCALE
FA1.1

FIRE ALARM

ROOF PLAN

FIRE ALARM SHEET NOTES
1 INSTALL NEW DUCT SMOKE DETECTOR IN THE SUPPLY DUCT OF HVAC UNIT IN ACCORDANCE WITH NFPA 72 AND CMC §609.

INSTALL ADDRESSABLE RELAY MODULE FOR HVAC UNIT FAN SHUT DOWN ON SMOKE DETECTION.
23 1 TYPICAL
2 3 TYPICAL
\\pbkdfs\PBKInc\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\FA 5/21/2025 11:59:36 AM
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 ENGINEE
R

STATE OF CALIFORNIA ELECTRICAL
ST EV EN C.MUSSER
Exp. 3-31-26
1 PLAN CHECK CYCLE #2 5/23/25
2 5/23/25 OWNER CHANGES
C.Y.

RISER UP FROM BELOW. FOLLOW HVAC/MECHANICAL CHASE AS MUCH ASPOSSIBLE. FIELD VERIFY LOCATION(S) OF RISERS PRIOR TO ROUGH IN.

COM-2500586 1124 DEL PASO BLVD JOBCOPY By:

APPROVED
City of Sacramento Plan Review

FIRE DEPARTMENT

PENDING FIELD INSPECTION
Morten Myers on Jun 18, 2025

CONSULTANT
By:

FA2.0

FIRE ALARM

DETAILS
TB4 TB5 TB11 TB12
6700
B+
1B+
1A+
1A1B2B+
2A+
2A2B- A+ B- ASLC
+
- +RTN
-RTN ANN-BUS SEC AB TB2 TB3
TB10
24V
A
B
ARTN
BRTN

ANN-BUS PRI
TB9
NAC1 NAC2
TB8
OUT+
RTN+
RTNOUTRMT SYNC TB1 NONC C NONC C NONC C ALRM TRBL SUPV 1 3
4 90
8 7
6 5
EOLR
DEVICE
(-)
(+)
N.O.
2 3
4 5 6
1 (UNUSED)
(N.O. 1)
10 9
8 7
(N.O. 2)
(COM 1)
(N.C. 2)
(COM 2)
(N.C. 2)
11 3
2 1
SK-MONITOR-2
2 SK-RELAY
EOLR
DEVICE

WITH BASE

SK-PHOTO-W

TYPICAL HORN/STROBE CONNECTION
(SYSTEM SENSOR)
- ++

HORN/STROBE
5 4 2
6 9
- +
(SYSTEM SENSOR)

TYPICAL STROBE CONNECTION
STROBE +
+

BATTERY
-
EARTH

NEUTRAL
HOT

A/C POWER
TB13
J15
NOTES:

1. FIRE ALARM CONTROL PANEL.

2. TYPICAL SMOKE DETECTOR.

3. TYPICAL HEAT DETECTOR.

4. TYPICAL ADDRESSABLE INPUT MONITOR MODULE.

5. TYPICAL ADDRESSABLE RELAY MODULE.6. TYPICAL AUDIBLE/VISUAL AND VISUAL NOTIFICATION APPLIANCE WIRING.

7. AUDIBLE/VISUAL NOTIFICATION APPLIANCE CIRCUIT CONTINUED OR TO END OF LINE.

8. SLC CONTINUED TO NEXT DEVICE OR END OF CIRCUIT.9. TYPICAL SIGNATURE LINE CIRCUIT (SLC). 6700 TYPICAL WIRE DIAGRAM 06
1 6
7 8
9 9 9
#
1 2
3 4
5 8 7 6
9 10
12 11
13 15 16 17
18 1. PERMANENT CEILING.

2. SEISMIC HANGER.

3. HANGERS

4. T-BAR

5. DROP CEILING TILE.

6. T-BAR BOX SUPPORT BRACKET.

7. SMOKE DETECTOR8. 4" Sq. BOX.9. 3/4" MINIMUM METALLIC CONDUIT.

10. UNDERSIDE OF ROOF STRUCTURE.11. ROOF FRAMING MEMBER.12. 3/4" MINIMUM CONDUIT, CONCEAL IN ATTIC SPACE.

13. CEILING SPACE.14. JUNCTION BOX MOUNTED IN CEILING (SEE NOTE).

15. SMOKE DETECTOR.16. "PERMANENT MARKER" INDICATES THE

LOCATION OF THE HEAT DETECTOR IN THE
ATTIC SPACE. RED LETTER ON WHITE
BACKGROUND SHALL BE 3/4" HIGH.

17. FINISH CEILING.18. HEAT DETECTOR.
14 1. 3/4" C. MIN. SECURED TO FRAME/CEILING.

2. DETECTOR SURFACE MOUNT SLOPED AS PER
NFPA 72, 17.6.3.4*.

3. ROOF FRAMING MEMBER.

4. UNDERSIDE OF ROOF STRUCTURE.

5. FINISHED CEILING.
1 2
3 4
5 CEILING & ABOVE CEILING DETECTOR MOUNTING DETAIL
REFERENCE NFPA 72, CHAPTER 17

WOOD OR STEEL
1 HOUR GYPSUMWALLBOARD ASSEMBLYWIREMOLD.STEEL PIPE,CONDUIT ORMAX. 4" DIA.

STUD
5/16" MAX.ANNULAR SPACE
CP 25 CAULK.3M FIRE BARRIER

FIRE RATED

CONCRETE WALL
1" DEPTH
CP 25WP CAULK
3M FIRE BARRIER
FIREDAM 1503M FIRE BARRIERCAULK 1" DEPTH

FLOOR SLABFIRE RATEDCONCRETE

STEEL PIPECONDUIT ORWIREMOLD
ANNULAR SPACE.1-3/8" MAXIMUM

PACKINGMATERIAL

MATERIALPACKING

STEEL PIPE
1-3/8" MAX.

WIREMOLD
ANNULAR SPACE.

CONDUIT OR

GYPSUM BOARD WALL PENETRATION CONCRETE WALL PENETRATION CONCRETE FLOOR PENETRATION ABOVE CEILING SLOPED DETECTOR MOUNTING DETAIL 03
04 THROUGH WALL & FIRE STOP PENETRATION DETAILS 01
1ST BAND

GREENREDBROWNYELLOWYELLOW
NUMBER

YELLOWBROWN
4704.7K47K10K5602.2K1K
OHM
VALUE

GOLDSILVERCOLOR NUMBER

COLOR CODE
NUMBER
OF
ZEROS
VALUE

TOLERANCE

TOLERANCE
10%5%
3RD BAND

ORANGEORANGE

VIOLET BROWN

REDBLUEVIOLETBLACKVIOLETBLACK

REDBROWNREDRED
2ND BAND
GOLD 1 WATT
1/2 WATT1/2 WATT

GOLDGOLDGOLDGOLDYELLOWGOLD
1 WATT1 WATT1 WATT1 WATT
(E.O.L.R.)
4TH BAND VALUE WATTAGE
BROWN 1BLUE 6WHITEVIOLETGRAY 7
98 ORANGEYELLOWGREENRED 2
345
COLOR NO.

BLACK 0
AT DEVICE(S) TERMINALS ONLY.

DEVICES.

TO AND FROM
THE CIRCUIT: TERMINATIONS
FOR CLASS "B" WIRING CIRCUIT.

EXAMPLE OF UTILIZING J-BOX ON PRINT
T-TAPPED OR SPLICED FORCABLES IN JBOX ARE NOT TO BENOTE:

STATION

MANUAL PULL
4" SQUARE DEEPBACK BOX WITH1G TRIM RING
NOTIFICATION APPLIANCE 4SQ DEEP BOX W/EXTENSION

CEILING
*REFER TO MANUFACTURERS SPECIFICATIONSFOR EXACT MOUNTING REQUIREMENTS DEVICE WALL MOUNT DETAIL 10
WIRE ROUTING DETAIL - JUNCTION BOX 08

CONDUITCONDUIT FILL (WIRE)

CONDUIT

JUNCTION BOX
RESISTOR COLOR CODE 09
ALL WORK SHALL BE IN CONFORMANCE WITH TITLE 24, 2022 CALIFORNIA CODE OF REGULATIONS (CCR), 2022 CALIFORNIA BUILDING CODE, PART 2, TITLE 24 CCR, 2022 CALIFORNIA ELECTRICAL CODE, PART 3,TITLE 24 CCR

CUTTING, BORING, SAWCUTTING OR DRILLING THROUGH THE NEW OR EXISTING STRUCTURAL

ELEMENTS TO BE DONE ONLY WHEN SO DETAILED IN THE DRAWINGS OR ACCEPTED BY THE ARCHITECT AND STRUCTURAL ENGINEER WITH THE APPROVAL OF DSA REPRESENTATIVE. MEP COMPONENT ANCHORAGE NOTEALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS.

THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2022 CBC SECTIONS 1617A.1.18 THROUGH 1617A.1.26 AND ASCE 7-16 CHAPTERS 13, 26 AND 30:1. ALL PERMANENT EQUIPMENT AND COMPONENTS.

2. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER. “PERMANENTLY ATTACHED” SHALL INCLUDE ALL ELECTRICAL CONNECTIONS EXCEPT PLUGS FOR 110/220 VOLT RECEPTACLES HAVING A FLEXIBLE CABLE.

3. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT WHICH IS HEAVIER THAN 400 POUNDS OR HAS A CENTER OF MASS LOCATED 4 FEET OR MORE ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT IS REQUIRED TO BE RESTRAINED IN A MANNER APPROVED BYDSA.

THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TOTHE STRUCTURE BUT NEED NOT DEMONSTRATE DESIGN COMPLIANCE WITH THE REFERENCES NOTED ABOVE. THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT. FLEXIBLE CONNECTIONS MUST ALLOW MOVEMENT IN BOTH TRANSVERSE AND LONGITUDINAL DIRECTIONS:A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT.

B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.THE ANCHORAGE OF ALL MECHANICAL, ELECTRICAL AND PLUMBING COMPONENTS SHALL BE SUBJECTTO THE APPROVAL OF THE DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE OR STRUCTURAL ENGINEER DELEGATED RESPONSIBILITY AND ACCEPTANCE BY DSA. THE PROJECT

INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS. PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-16 SECTION 13.3 AS DEFINED IN ASCE 7-16 SECTIONS 13.6.5, 13.6.6, 13.6.7, 13.6.8; AND 2022 CBC SECTIONS 1617A.1.24, 1617A.1.25 AND 1617A.1.26.

THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED DISTRIBUTION SYSTEM ARE AS NOTED BELOW. WHEN BRACING AND ATTACHMENTS ARE BASED ON APREAPPROVED INSTALLATION GUIDE (E.G., HCAi OPM FOR 2013 CBC OR LATER), COPIES OF THEBRACING SYSTEM INSTALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF AND DURING THE HANGING AND BRACING OF THE DISTRIBUTION SYSTEMS. THE

STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.

MECHANICALPIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIPING (PP), ELECTRICAL DISTRIBUTION SYSTEMS (E):

MP [ ] MD [ ] PP [ ] E [X] OPTION 1: DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECIFICNOTES AND DETAILS.MP [ ] MD [ ] PP [ ] E [ ] OPTION 2: SHALL COMPLY WITH THE APPLICABLE HCAi PRE-APPROVAL (OPM #) #_____.

CORRECT INCORRECT
WIRING METHOD DETAIL 07

CORRECT INCORRECT

WIRE NUT WIRE NUT

CORRECT INCORRECT

1. DO NOT LOOP CONDUCTOR INTO TERMINAL.

ALWAYS CUT WIRE AND INSERT INTO
TERMINAL.

2. ONLY INSTALL TWO (2) CONDUCTORS IN EACH
TERMINAL (MAXIMUM). DO NOT INSTALL FOUR
(4) CONDUCTORS IN ONE TERMINAL.

3. WHEN USING A WIRE NUT, ONLY CONNECT
TWO (2) CONDUCTORS WITH ONE (1) WIRE
NUT. (USE AS NEEDED OR ALLOWED)
123
WALL ASSEMBLY - THE 1, 2, 3 OR 4 HOUR FIRE RATED GYPSUMWALL BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF

THE MATERIALS AND IN THE MANNER DESCRIBED IN THE
INDIVIDUAL U300 OR U400 SERIES WALL PARTITION DESIGN IN THE

UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE
FOLLOWING CONSTRUCTION FEATURES:

A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD
STUDS (MAX. 2 HR. RATED ASSEMBLIES) OR STEEL CHANNELSTUDS. WOOD STUDS TO CONSIST OF NOMINAL 2" X 4" LUMBER SPACED IN 18" ON CENTER WITH NOMINAL 2" X 4"LUMBER AND PLATES AND CROSS BRACES. STEEL STUDS TO BE MINIMUM 3-8/8" WIDE BY 1-3/8" DEEP CHANNELS
SPACED MAXIMUM 24" ON CENTER.

B. WALLBOARD/GYPSUM - NOMINAL 1
2'oR 8
8" THICK, 4' WIDE
SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARDS

RYPS, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE

AND SHEET ORIENTATION SHALL BE SPECIFIED IN THE
INDIVIDUAL U300 OR U400 DESIGN IN THE UL FIRE
RESISTANCE DIRECTORY.

MAXIMUM DIAMETER OF OPENINGS IS 13-1/2".

SYSTEM NUMBER: WL1001 (FORMERLY SYSTEM NUMBER 147)
F RATINGS: 1, 2, 3 AND 4 HOUR (SEE ITEMS 2 AND 3)
T RATINGS: 0, 1, 2, 3 AND 4 HOUR (SEE ITEM 3)
L RATING AT AMBIENT: LESS THAN 1 CFM/SQ FT (SEE ITEM 3) PIPE OR CONDUIT - NOMINAL 12" IN DIAMETER (OR SMALLER)
SCHEDULE 10 (OR HEAVIER), STEEL PIPE NOMINAL 6" IN DIAMETER (OR SMALLER), STEEL CONDUIT NOMINAL 4" IN DIAMETER (OR

SMALLER), STEEL ELECTRICAL METALLIC TUBING OR TYPE L (OR HEAVIER), COPPER TUBING NOMINAL 1" IN DIAMETER (OR
SMALLER), FLEXIBLE STEEL CONDUIT. WHEN COPPER PIPE OR

FLEXIBLE STEEL CONDUIT IS USED, MAXIMUM F RATING OFFIRESTOP SYSTEM (TIEM CONSTRUCTED USING STEEL CHANNEL STUDS). A MAXIMUM OF ONE (1) PIPE OR CONDUIT IS PERMITTED IN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE INSTALLED

NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY
SUPPORTED IN BOTH SIDES OF WALL ASSEMBLY.

ITEM 1

FILL, VOID OR CAVITY MATERIAL, CAULK - CAULK FILL MATERIALINSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE

OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MINIMUM OF
1 4" IN DIAMETER BOARD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLEDSYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE

HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENTUPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. IN

THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT

UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THEHOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED AS TABULATED BELOW:

MAX PIPE OR
CONDUIT DIA.
(INCHES)
11 4
6 12

ANNULAR SPACE
(INCHES)
0 TO 3/16
1/4 TO 1/2
0 TO 1/4
1/4 TO 1/2
3/16 TO 3/8

F RATING
(HOURS)
1 OR 2
3 OR 4
1 OR 2
3 OR 4
1 OR 2

T RATING
(HOURS)
0 + 1 OR 23 OR 4000
+WHEN COPPER PIPE IS USED, T RATING IS 0 NOMINAL
MINNESOTA MINING & MFG. CO. - TYPES CP-23 S/L, CP-25 N/8, CP-25 WS, CP-25 WS + (NOTE: L RATINGS APPLY WHEN THE TYPECP-25WS+CAULK IS USED) ITEM 2 ITEM 3
ANCHORAGE AND BRACING NOTES 02

1. 3/4" MIN. CONDUIT SECURED TO FRAME/CEILING.

2. DETECTOR SURFACE MOUNTED IN ACCORDANCE WITH NFPA
72, 17.6.3.3.1.2.

3. ROOF FRAMING MEMBER/JOIST/BEAM PROJECTED MORE
THAN 4 IN. (100mm) BELOW STRUCTURE.

4. UNDERSIDE OF ROOF STRUCTURE.

5. FINISHED CEILING.
1 2
3 4
5 REFERENCE NFPA 72, CHAPTER 17.6.3.3.1
PORTABLE ABOVE CEILING DETECTOR MOUNTING DETAIL 05
REFERENCE NFPA 72, CHAPTER 17.6.3*
\\pbkdfs\PBKInc\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\FA 5/21/2025 11:59:58 AM
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

REGISTERED PROFES

SIONAL ENGINEER
STATE
OF

CALIFORNIA
ELECT
RICAL

ST EV EN
C.MUSSER
Exp. 3-31-26
1 PLAN CHECK CYCLE #2 5/23/25
2 5/23/25 OWNER CHANGES
C.Y.

UL #WL1001 UL #CAJ1044 UL #CAJ1017
JUNE 15, 2005 MARCH 15, 2007 MARCH 14, 2023
COM-2500586 1124 DEL PASO BLVD JOBCOPY By:

APPROVED
City of Sacramento Plan Review

FIRE DEPARTMENT

PENDING FIELD INSPECTION
Morten Myers on Jun 18, 2025

CONSULTANT
By:

City of Sacramento Plan Review

APPROVED
Chad Aleck
on Jul 01, 2025

LIFE SAFETY
By:

COMMUNICATION

ANN-BUS
N1
FAC
FAA
B
S
D02
ARM
M06
WP
S
D01
P
AIM
2 M01/M02
AIM
2 M03/M04 A
N
A
F
M05 A A A
A
S
D03
ARM
M07 A
S
D04
ARM
M08 A
S
D05
ARM
M09 A
S
D06
ARM
M10 A
S
D07
ARM
M11

WP WP WP WP WP
S
D12
ARM
M16 A
S
D11
ARM
M15 A
S
D10
ARM
M14 A
S
D09
ARM
M13 A
S
D08
ARM
M12

WP WP WP WP WP
A
N2N3N4

SPARESPARESPARE
5495NAC-A
IN
A.1
A.1.3
A.1.1 110cd75cd N A.1.2 75cd N
A.1.4
N 110cd N
N
A.2
A.2.115cd
A.2.3
N 15cd
A.2.4
N 110cd
A.2.5
N 15cd
A.2.6
N 110cd
A.2.7
N 110cd N A.2.8 15cd N A.2.9 30cd
A.2.10
N 30cd N A.2.11EOL(4.7KΩ) 15cd A.2.2 15cd N
N
A.3
A.3.115cd N
A.3.2110cd
A.3.3
N 15cd N A.3.5 15cd N A.3.6 15cd N
A.3.715cd
A.3.8
N 110cd
N
A.4
A.4.115cd N A.4.2 15cd N A.4.3 15cd N
A.4.4110cd N A.4.5 30cd N
A.4.675cd N
A.4.7110cd N A.4.8EOL(4.7KΩ) 110cd
POWER 120VAC POWER (FROM PNL. E, CKT. 2)
A.1.5EOL(4.7KΩ) 110cd
A
M18 ARM
A
A.3.415cd N
S
D13
ARM
M17 A
N A.3.9 15cd N A.3.10EOL(4.7KΩ) 15cd
FIRE ALARM FUNDAMENTAL OF DESIGN: CALCULATIONS
AS STATED IN NFPA 72, CHAPTER 10.3.5: EQUIPMENT SHALL BE DESIGNED SO THAT IT IS CAPABLE OF PERFORMING ITS INTENDED FUNCTIONS UNDER THE FOLLOWING CONDITIONS:
(1) *AT 85 PERCENT AND AT 110 PERCENT OF THE NAMEPLATE PRIMARY (MAIN) AND SECONDARY (STANDBY) INPUT

VOLTAGE(S)
(2) AT AMBIENT TEMPERATURES OF 32°F (0°C) AND 120°F (49°C)(3) AT A RELATIVE HUMIDITY OF 85 PERCENT AND AN AMBIENT TEMPERATURE OF 86°F (30°C) AS PER THE MANUFACTURE, THE FIRE ALARM CONTROL PANEL'S LISTED VOLTAGE IS 24VDC. THE OPERATING VOLTAGE RANGES FROM 20.4VDC TO 26.4VDC.

WHERE BACK-UP BATTERIES ARE USED, THE BATTERY CALCULATIONS ARE BASED ON A BACK-UP POWER (BATTERY) THAT DERATED BY 20%.EXAMPLE:

BATTERY POWER (24VDC) X 85% = DERATING FACTOR (STARTING VOLTAGE) 24VDC X .85 = 20.4VDC
AS PER UL864, 10TH EDITION, THE NOTIFICATION APPLIANCES MUST OPERATE BETWEEN 16VDC AND 33VDC AND STATES THAT THE END OF LINE VOLTAGE FOR A NOTIFICATION APPLIANCE CIRCUIT MUST BE NOT LESS THAN 16VDC (MANUFACTURE'S UL LISTED OPERATING VOLTAGE). THUS ALL NOTIFICATION APPLIANCE CIRCUITS ARE CALCULATED WITH A 20% DERATED FACTOR AND THE STARTING VOLTAGE IN 20.4VDC. ALTHOUGH THE PERCENTAGE OF VOLTAGE DROP MAY VARY, ALL NOTIFICATIONAPPLIANCE CIRCUITS AND BATTERY CALCULATIONS MUST AND WILL CONFIRM TO THIS STANDARD.

FA3.0

FIRE ALARM

CALCULATIONS &
NOTES:

1. INSTALL TWO 12VDC, 12AH BATTERIES IN FACP ENCLOSURE.

2. INSTALL TWO 12VDC, 7AH BATTERIES IN POWER SUPPLY ENCLOSURE.

RISER DIAGRAM
FIRE ALARM BATTERY CALCULATIONS 01
FIRE ALARM VOLTAGE DROP CALCULATIONS 02 FIRE ALARM RISER DIAGRAM 03 \\pbkdfs\PBKInc\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\FA 5/21/2025 12:00:40 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 ENGINEE
R

STATE OF CALIFORNIA ELECTRICAL
STEV EN C.MUSSER
Exp. 3-31-26
1 PLAN CHECK CYCLE #2 5/23/25
2 5/23/25 OWNER CHANGES
C.Y.

COM-2500586 1124 DEL PASO BLVD JOBCOPY By:

APPROVED
City of Sacramento Plan Review

FIRE DEPARTMENT

PENDING FIELD INSPECTION
Morten Myers on Jun 18, 2025

CONSULTANT
By:

Architect / Engineer
ARCHITECT PBK, Inc.
03/03/2025
220389
# DESCRIPTION DATE

CITY OF SACRAMENTO
DATE

PROJECT NUMBER
CLIENT

REVISIONS
PBK.com
1122-1124 DEL PASO BLVD
SACRAMENTO, CA 95815
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
LEAF

E N G I N E E R S

A COMPANY PBK

SACRAMENTO
2520 Venture Oaks Way, Suite 440
Sacramento, CA 95833
916-927-3333 P
916-682-0990 F
MEP Engineering \\ Technology
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

CONSTRUCTION DOCUMENT
REN. 6-30-26
NO. 1901
I N IO
NC
M. LE
ERAG
I A N
0 R
LIF
OF
CA
ETATS

EGISTERED
PROFES
SIONAL

ENGINEE
R
R
N
F I RE

PROTECT ION
This document is for plan review only
1 DELTA 1 CYCLE #2 05-23-2025
FS0.01

FIRE SPRINKLER

SHEET INDEX,

LEGEND, SYMBOLS
& NOTES
RC TC

SHEET INDEX
FS0.01 FIRE SPRINKLER SHEET INDEX, LEGEND, SYMBOLS & NOTESFS0.02 FIRE SPRINKLER REFERENCE SITE PLANFS2.01 FIRE SPRINKLER FLOOR PLANFS3.01 FIRE SPRINKLER REFLECTED CEILING PLANFS6.01 FIRE SPRINKLER DETAILSFS6.02 FIRE SPRINKLER SECTIONS

FIRE PROTECTION LEGEND

SYMBOL DESCRIPTION
HYDRAULIC CALCULATION REFERENCE NODELATERAL EARTHQUAKE BRACE - EQ_1 (05/FS6.01)LONGITUDINAL EARTHQUAKE BRACE - EQ_2 (06/FS6.01) 4-WAY EARTHQUAKE BRACE - EQ_3 (16/FS6.01)
FIRE SPRINKLER RISER (01/FS6.01)

GROOVED COUPLING

HANGER DESIGNATIONHANGER DESIGNATION

CHANGE IN ELEVATIONCAP
PLUG
VALVE

GROOVED COUPLING
END OF LINE RESTRAINT (13/FS6.01)
DETAIL DESIGNATIONSHEET NO. WHERE SHOWNDETAIL NUMBER 1FP1 EQ 1
EQ 2
EQ 3
U.S. SEISMIC DESIGN
Ss: 0.541
Cp: 0.35

GENERAL NOTES

1. THE SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH NFPA 13, 2022 EDITION.

2. ALL PIPE 2" AND SMALLER SHALL BE SCHEDULE 40, BLACK STEEL ANSI/ASTM A135.

3. ALL GROOVED AND WELDED PIPE 2-1/2" - 6" SHALL BE SCHEDULE 10, BLACK STEEL ANSI/ASTM A795.

4. THREADED FITTINGS SHALL BE CLASS 125 THREADED CAST IRON ANSI B16.4.

5. ALL THREADED PIPE AND FITTINGS SHALL HAVE THREADS CUT TO ANSI/ASME STANDARD B1.20.1.6. ALL PIPE WELDING SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF AWS D10.9 (STANDARD FOR BUILDING SERVICE PIPING), LEVEL AR-3.

7. ALL PIPE SHALL BE EARTHQUAKE BRACED AS OUTLINED IN NFPA 13, 2022 EDITION, SECTION 18.1, AND AS MODIFIED BY THE 2022 CBC.

8. ALL HANGER COMPONENTS AND INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13, 2022 EDITION, SECTION 17.1 AND 17.2, AND AS MODIFIED BY THE 2022 CBC.

9. ELECTRICAL WIRING AND ANY PAINTING OF THE PIPE THAT MAY BE REQUIRED SHALL BE BY OTHERS.

10. ALL NEW PIPING IS TO BE HYDROSTATICALLY TESTED TO CODE FOR A PERIOD NOT LESS THAN TWO HOURS.

11. FLOW AND TAMPER SWITCHES ARE TO BE PROVIDED ON THE FIRE SPRINKLER SYSTEM. ALL ELECTRICAL WIRING TO BE PROVIDED "BY ELECTRICAL CONTRACTOR."

12. FIRE SPRINKLER SUPPLY AND STUB OUT SHALL BE INSTALLED AND TESTED PER NFPA 24.13. MAIN FIRE PANEL, VALVE MONITORING, WATER FLOW ALARM AND TROUBLE SIGNALS SHALL BE

DISTINCTLY DIFFERENT AND SHALL BE AUTOMATICALLY TRANSMITTED TO AN APPROVED CENTRAL STATION MONITORING COMPANY.

1. ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN COMPLIANCE WITH THE FOLLOWING CODES AS AMENDED AND ADOPTED BY THE INSPECTION AUTHORITY. NOTHING IN

THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES OR OTHERS APPLICABLE TO THIS PROJECT.

A. CALIFORNIA FIRE CODE, 2022
B. NFPA-13, 2022.

C. CITY OF SACRAMENTO FIRE DEPARTMENT STANDARDS
D. CALIFORNIA BUILDING CODE - 2022E. CALIFORNIA MECHANICAL CODE - 2022F. CALIFORNIA PLUMBING CODE - 2022 G. CALIFORNIA ELECTRICAL CODE - 2022
H. STATE OF CALIFORNIA ENERGY CONSERVATION REGULATIONS, TITLE 24 - 2022 I. NATIONAL FIRE PROTECTION ASSOCIATION
J. OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)

2. SEISMIC RESTRAINT: HANGERS AND BRACING ARE REQUIRED TO COMPLY WITH 2022 CBC SECTION 1613 OR ASCE 10.

3. THE CONTRACTOR SHALL SURVEY EXISTING FIELD CONDITIONS PRIOR TO BIDDING.

4. ANY DAMAGE TO NEW BUILDING ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL

SYSTEMS THAT OCCURS DURING THE WORK SHALL BE RESTORED TO THE ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. IF LANDSCAPED AREAS INCLUDING NATURAL SPACES MUST BE

USED FOR BUILDING ACCESS, THE LANDSCAPING SHALL BE RETURNED TO ITS ORIGINAL CONDITION. THE CONTRACTOR SHALL INCLUDE COSTS IN THE BID FOR THIS WORK IF THIS APPROACH IS USED. THE OWNER WILL NOT PAY ANY ADDITIONAL COSTS TO COVER DAMAGE TO THE BUILDING SYSTEMS, LANDSCAPING OR DRIVE AREAS.

5. COORDINATE THE FOLLOWING WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS AND ELEMENTS AS INSTALLED, INCLUDING EXISTING BUILDING SYSTEMS:

A. EXACT LOCATION OF ALL EQUIPMENT.

B. ALL PENETRATIONS THRU ROOF, WALLS AND FLOORS.

C. EXACT SIZE AND ROUTING OF PIPING.

6. DRAWINGS INDICATE DIAGRAMMATICALLY THE ARRANGEMENT OF PRINCIPAL APPARATUS, PIPING, AND OTHER MATERIAL. FOLLOW DRAWING AS CLOSELY AS POSSIBLE, IN ORDER TO

ACHIEVE A NEAT ARRANGEMENT OF PIPING AND EQUIPMENT WHILE STILL OVERCOMING OBSTRUCTIONS.

7. INSTALLATION OF THE SPRINKLER SYSTEM SHALL NOT BE STARTED UNTIL COMPLETE PLANS AND SPECIFICATIONS, INCLUDING WATER SUPPLY INFORMATION, HAVE BEEN APPROVED BY THE CITYOF SACRAMENTO. AT VARIOUS STAGES AND UPON COMPLETION, THE SYSTEM MUST BE TESTED IN THE PRESENCE OF THE AUTHORITY HAVING JURISDICTION (IOR).

8. ALL EXISTING FIRE PROTECTION SYSTEMS SHALL REMAIN IN OPERATION DURING ALL PHASES OF CONSTRUCTION. NO SYSTEMS ARE TO BE SHUTDOWN WITHOUT AUTHORIZATION FROM THEOWNER AND LOCAL FIRE DISTRICT.

9. THE LOCATION OF FIRE SPRINKLER HEADS SHALL BE COORDINATED WITH THE NEW CEILING LAYOUTS AND ALL OTHER TRADES FOR COMPLETE FIRE PROTECTION COVERAGE OF ALL AREAS.

PROVIDE DETAILED PLANS FOR APPROVAL PRIOR TO INSTALLATION.

10. HEADS SHALL BE SYMMETRICALLY LOCATED IN CENTER OR QUARTER POINT OF CEILING PANELS.

COORDINATE LAYOUT WITH CEILING OR SOFFIT LIGHT FIXTURES, AND HVAC DIFFUSERS, RETURNS, ETC. PROVIDE PENDENT AND/OR UPRIGHT TYPE SPRINKLER HEAD WHERE REQUIRED.

11. WORKMANSHIP:

ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER ACCORDING TO THE BEST TRADE PRACTICE BY THOSE SKILLED IN THE PARTICULAR TRADE. PIPES, EQUIPMENT, ETC., TO BE INSTALLED LEVEL, SQUARE OR CENTERED, ETC., TO GIVE A NEAT AND PLEASING APPEARANCE.

ALL EQUIPMENT IS TO BE INSTALLED STRICTLY PER MANUFACTURER'S RECOMMENDATIONS.

COORDINATE ALL WORK WITH OTHER TRADES.

12. THE ANNULAR SPACE BETWEEN PIPE SLEEVES AND THE PIPE THROUGH ALL RATED WALLS AND FLOORS SHALL BE FIRESTOPPED. FIRESTOPPING OF ALL PIPE PENETRATIONS SHALL COMPLY WITH U.L. REQUIREMENTS. MANUFACTURER PREAPPROVED UL PENETRATION FOR PIPE MATERIAL AND SURFACE PENETRATED SHALL BE USED. PENETRATIONS SHALL BE 3M, PROSET, ORAPPROVED EQUAL. SUBMIT SHOP DRAWINGS.

13. BY OTHERS:

A. ELECTRICAL CONTRACTOR: ALL POWER AND ALARM WIRING,CONDUITS, DISCONNECTS, AND FINAL CONNECTIONS. NO FIELD SUPPLIED ELECTRICAL DEVICE SHALL BE MOUNTED ON PIPING AND NO RIGID ELECTRICAL CONNECTIONS SHALL BE MADE.

B. GENERAL CONTRACTOR: CUTTING, FRAMING, PATCHING, FURRING, AND PAINTING.

14. WARRANTY:

ALL MATERIALS AND EQUIPMENT INSTALLED UNDER THIS CONTRACT SHALL BE GUARANTEED

FREE FROM ALL FIRE PROTECTION, ELECTRICAL AND WORKMANSHIP DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ALL DAMAGES TO THE PREMISES CAUSED BY LEAKS AND/OR BREAKS IN PIPES AND FIXTURES INSTALLED UNDER THIS CONTRACT.

15. IT IS THE INTENTION OF THE PLANS AND SPECIFICATIONS TO COVER ALL THINGS REQUIRED TO PROVIDE COMPLETE AND OPERATIVE SYSTEMS. THE CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT, MISCELLANEOUS SERVICES, ETC., REQUIRED TO ACCOMPLISH THIS RESULT. ANYTHING WHICH MAY BE REASONABLY CONSTRUED AS A

NECESSARY PART OF THE INSTALLATION IS TO BE INCLUDED, WHETHER SPECIFICALLY SHOWN OR MENTIONED. THE ENGINEER WILL GIVE ANY INTERPRETATIONS NECESSARY FOR THE CONTRACTOR TO PROPERLY ESTIMATE THE JOB.

16. FIRE SPRINKLER CONTRACTOR IS RESPONSIBLE FOR FABRICATION AND INSTALLATION DRAWINGS.

AUTOCAD DRAWINGS WILL NOT BE PROVIDED.

17. LICENSED C-16 CONTRACTOR SHALL BE IDENTIFIED PRIOR TO INSTALLATION.

BUILDING CODE ANALYSIS

EXISTING BUILDING
TOTAL FLOOR SQUARE FOOTAGE: 19,120 SF
CONSTRUCTION TYPE: VBOCCUPANCY TYPE: A-3, B
ANY SUBSTITUTION OF "FLEXIBLE" TYPE PIPING IN LIEU OF "RIGID" PIPE OR ANY CHANGES TO SIZE, MANUFACTURER OR LENGTHS OF "FLEXIBLE" TYPE PIPING REQUIRE RESUBMITTAL OF PIPING PLANS,PRODUCT DATA SHEETS AND HYDRAULIC CALCULATIONS TO THE CITY OF SACRAMENTO FOR REVIEW AND APPROVAL. CONTRACTOR SHALL REIMBURSE OWNER FOR COST IF ADDITIONAL PLAN CHECK IS REQUIRED.

ANY CHANGES TO THE FIRE SPRINKLER SUPPORT, INCLUDING THE ADDITION OF SWAY BRACING, TO

THE APPROVED FIRE SPRINKLER CONSTRUCTION SET WILL RESULT IN A CHANGE TO THE CONSTRUCTION DOCUMENTS (CCD) AND WILL NEED TO FOLLOW STANDARD PROCEDURES FOR CCD.CONTRACTOR SHALL REIMBURSE OWNER FOR COST IF ADDITIONAL PLAN CHECK IS REQUIRED.

PROTECTION AREAS AND MAXIMUM

SPACING OF HYDRAULICALLY

CALCULATED STANDARD PENDENT AND

UPRIGHT SPRAY SPRINKLERS
CONSTRUCTION TYPE OCCUPANCY TYPE MAXIMUM SPRINKLER SPACING (ft2 )

COMBUSTIBLE OBSTRUCTED WITH
EXPOSED MEMBERS 3FT OR MORE

ON CENTER
LIGHT HAZARD 168

COMBUSTIBLE OBSTRUCTED OR

UNOBSTRUCTED WITH EXPOSED
MEMBERS LESS THAN 3FT ON
CENTER
LIGHT HAZARD 130

COMBUSTIBLE UNOBSTRUCTED

WITH NO EXPOSED MEMBERS OR
MEMBERS 3FT OR MORE ON CENTER
LIGHT HAZARD 225
ORDINARY HAZARD 130

SPRINKLER SYSTEM - GENERAL

INFORMATION
FOR HAGGINWOOD LIBRARY, 1124 Del Paso Blvd.

DATE 11/01/2023
FLOW TEST DATA:

STATIC: 41 PSI RESID: 35 PSI
FLOW: 1900 GPM PITOT: PSI
LOCATION HYD 204, HYD 202
LOCATION OF AUX/LOW POINT DRAINS: SECONDARY MAIN AT SOUTHWEST CORNER OF BUILDING. (OFFICE ROOM 3) ORIGINAL MAIN DRAIN TEST RESULTS: N/A
STATIC N/A PSI RESID: N/A PSI
HIGH PILED: - YES X NORACK STORAGE: - YES X NO

COMMODITY CLASS

MAXIMUM STORAGE XX FT
AISLE WIDTH (MIN.) XX FT
ENCAPSULATION: - YES X NO
SOLID SHELVING: - YES X NO

FLAMMABLE /

COMBUSTIBLE

LIQUIDS
- YES X NO
OTHER STORAGE: - YES X NO

HAZARDOUSMATERIAL - YES X NO

IDLE PALLETS - YES X NO

ANTIFREEZE

SYSTEMS - YES X NO

DRY OR AUX SYS - YES X NOLOCATIONNAME OF

CONTRACTOR OR
DESIGNER:

LEAF ENGINEERS
ADDRESS & PHONE: 895 W. Ashlan Ave. Suite 101, Clovis, CA 93612 559-223-9600

OVERHEAD FIRE SPRINKLER

SYSTEM NOTES

FIRE PROTECTION NOTES

1. NFPA 13 (2022) SEC. 6.10.2.1 UNDERGROUND MAINS AND LEAD-IN CONNECTIONS TO SYSTEM RISERS SHALL BE COMPLETELY FLUSHED BEFORE CONNECTION IS MADE TO THE OVERHEAD FIRESPRINKLER PIPING SYSTEM. (WITNESSED BY THE INSPECTOR OF RECORD)

2. NFPA 13 (2022) SEC. 18.4.2 CLEARANCE SHALL BE PROVIDED AROUND ALL PIPING EXTENDING

THROUGH WALLS, FLOORS, PLATFORMS AND FOUNDATIONS INCLUDING DRAINS SUCH THAT THE DIAMETER OF THE HOLES IS 2 INCHES LARGER THAN THE PIPE FOR 1 INCH TO 3 1 2 INCH NOMINAL AND
4 INCHES LARGER THAN THE PIPE FOR PIPE 4 INCH NOMINAL AND LARGER.

3. NFPA 13 (2022) SEC. 28.2.1 ALL INTERIOR PIPING AND APPURTENANCES SUBJECTED TO SYSTEM WORKING PRESSURE SHALL BE HYDROSTATICALLY TESTED AT 200 PSI AND SHALL MAINTAIN THAT PRESSURE WITHOUT LOSS FOR 2 HOURS. (WITNESSED BY THE INSPECTOR OF RECORD)

4. NFPA 13 (2022) SEC. 16.2.7.5 PROVIDE SPARE SPRINKLER HEAD CABINET, WRENCH, AND NO FEWER THAN A TOTAL OF 6 SPARE SPRINKLER HEADS MATCHING THE TYPES AND TEMPERATURE RATINGS IN EACH PROTECTED BUILDING FOR SYSTEMS WITH LESS THAN 300 SPRINKLERS AND 12 SPARE SPRINKLERS FOR SYSTEMS WITH 300-1000 SPRINKLERS.

5. NFPA 13 (2022) SEC. 18.6 PROVIDE RESTRAINT OF BRANCH LINES BY USING ONE OF THE FOLLOWING:

A. LISTED SWAY BRACE ASSEMBLY
B. WRAPAROUND U-HOOK SATISFYING THE REQUIREMENTS OF 6-4.5.3, EXCEPTION NO. 3 C. NO. 12, 440-LB WIRE INSTALLED AT LEAST 45 DEGREES FROM THE VERTICAL PANE AND ANCHORED ON BOTH SIDE OF THE PIPE.

D. HANGER NO LESS THAN 45 DEGREES FROM VERTICAL INSTALLED WITHIN 6 INCHES OF THE

VERTICAL HANGER ARRANGED FOR RESTRAINT AGAINST UPWARD MOVEMENT, PROVIDED IT IS UTILIZED SUCH THAT L/R DOES NOT EXCEED 300, WHERE THE ROD SHALL EXTEND TO THE PIPE OR HAVE A SURGE CLIP INSTALLED.

6. NFPA 72 (2022) SEC. 5-10.2 SPRINKLER FLOW SWITCHES SHALL BE TESTED BY IOR TO CONFIRM THAT WHEN THE INSPECTORS' TEST VALVE IS ACTIVATED AND ALARM WILL SOUND IN NO LESS THAN 20 SECONDS AND NOT MORE THAN 90 SECONDS.

7. CBC (2022) SEC. 903.4.1 MAIN FIRE ALARM PANEL MONITORING AND WATER FLOW ALARM AND TROUBLE SIGNALS SHALL BE DISTINCTLY DIFFERENT AND SHALL BE AUTOMATICALLY TRANSMITTEDTO AN APPROVED CENTRAL STATION MONITORING COMPANY.

8. NFPA 13 (2022) SEC. 16.11, FLOW SWITCHES SHALL BE CONNECTED TO A 10 INCH OUTSIDE ALARM BELL AT EACH RISER. AN APPROVED IDENTIFICATION SIGN SHALL BE PROVIDED FOR THE OUTSIDE ALARM BELL. THE SIGN IS TO READ "SPRINKLER FIRE ALARM-WHEN BELL RINGS CALL 911/FIRE DEPARTMENT"

9. NFPA 13 (2022) SEC. 28.5 HYDRAULIC CALCULATION DESIGN DATA PLACARD IS TO BE ATTACHED TO THE FIRE SPRINKLER SYSTEM RISER.

10. NFPA 13 (2022) SEC. 28.1 THE FIRE SPRINKLER CONTRACTOR (C-16) SHALL COMPLETE AND SIGN THE

CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR THE OVERHEAD FIRE SPRINKLER SYSTEM USING THE FORM IN FIGURE 28.1. THIS FORM SHALL BE GIVEN TO THE INSECTOR OF RECORD WHO WILL TURN IT IN FOR AHJ RECORDS.

11. NFPA 13 (2022) SEC. 28.2.3.4 THE MAIN DRAIN VALVE SHALL BE OPENED AND REMAIN OPEN UNTIL THE SYSTEM PRESSURE STABILIZES. THE STATIC AND RESIDUAL PRESSURES SHALL BE RECORDED ON THE CONTRACTOR'S MATERIAL AND TEST CERTIFICATE. THE TEST IS TO BE WITNESSED BY THE INSPECTOR OF RECORD - IOR.

12. SPRINKLER UPRIGHTS OVER 4 FEET LONG SHALL BE RESTRAINED TO PREVENT DAMAGE TO PIPING OR TO AND FROM ADJACENT BUILDING ELEMENTS.

13. TITLE 19 ARTICLE 906(A) A LABEL OF THE SELF-ADHESIVE TYPE SHALL BE PLACED ON THE FIRE

DEPARTMENT CONNECTION OR ON THE RISER FOR FIRE SPRINKLER SYSTEM WITH THE DATE OF

SERVICE AND/OR DATE INSTALLATION WAS PERFORMED AND LICENSE NUMBER OF PERSON PERFORMING SERVICE WORK.

14. BRANCH LINES TO BE HUNG FROM STEEL BEAMS WITH RODS LESS THAN 6" TO COMPLY WITH NFPA-13 (2022), SECTION 18.6.5 PER NFPA-13 (2022), SECTION 18.6.5, BRANCH LINES SUPPORTED BYRODS LESS THAN 6" LONG MEASURED BETWEEN THE TOP OF THE PIPE AND THE POINT OF ATTACHMENT TO THE BUILDING STRUCTURE, THE REQUIREMENTS OF SECTIONS 18.6.1 THROUGH

18.6.4 SHALL NOT APPLY AND ANY ADDITIONAL RESTRAINT SHALL NOT BE REQUIRED FOR BRANCH LINES.

SCOPE OF WORK
FURNISH NEW WET-PIPE FIRE SPRINKLER SYSTEM PER NFPA-13, 2022 EDITION, THE CITY OF

SACRAMENTO WATER AND THE CITY OF SACRAMENTO FIRE DEPARTMENT AT THE EXISTING NORTH SACRAMENTO HAGGINWOOD LIBRARY TENANT IMPROVEMENT. 1 PLAN CHECK CYCLE #2
COM-2500586 1124 DEL PASO BLVD JOBCOPY By:

APPROVED
City of Sacramento Plan Review

FIRE DEPARTMENT

PENDING FIELD INSPECTION
Morten Myers on Jun 18, 2025

CONSULTANT
By:

J
60" 60"x54"
9 / A11.01
EXISTING 12" WATER LINE
EXISTING 12" WATER LINE
32'-0" 6"
34'-0" 12"
(E)
FH
A
22'-0" 6"
56'-2" 6"
10'-0" 6"
N
1 SCALE: FIRE SPRINKLER SITE PLAN 1/16" = 1'-0" FS0.02

FIRE SPRINKLER

REFERENCE

SITE PLAN
RC TC
Architect / Engineer
ARCHITECT PBK, Inc.
03/03/2025
220389
# DESCRIPTION DATE

CITY OF SACRAMENTO
DATE

PROJECT NUMBER
CLIENT

REVISIONS
PBK.com
1122-1124 DEL PASO BLVD
SACRAMENTO, CA 95815
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
LEAF

E N G I N E E R S

A COMPANY PBK

SACRAMENTO
2520 Venture Oaks Way, Suite 440
Sacramento, CA 95833
916-927-3333 P
916-682-0990 F
MEP Engineering \\ Technology
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

CONSTRUCTION DOCUMENT
REN. 6-30-26
NO. 1901
I N IO NC M. LE ERAG
I A N 0 R LIF OF CA ETATS

EGISTERED PROFESSIONAL ENGINEERR N
F

I RE PROTECT ION
This document is for plan review only
1 PLAN CHECK - CYCLE #2 05-23-2025
1 PLAN CHECK CYCLE #2
COM-2500586 1124 DEL PASO BLVD JOBCOPY By:

APPROVED
City of Sacramento Plan Review

FIRE DEPARTMENT

PENDING FIELD INSPECTION
Morten Myers on Jun 18, 2025

CONSULTANT
By:

POC
POC

POC POC
POC
POC
(ON ROOF)
(ON ROOF)
FSD
FSD
FSD
UP
11 A A
B BC C
D D
E E
F F
G G
H H
22 3
3 44
55 66
77 88
9 9
10 10
11 11
1212
1313
UP
11 A A
B BC C
D D
E E
F F
G G
H H
22 3
3 44
55 66
77 88
9 9
10 10
11 11
1212
1313
²
BELL

STORAGE
UP
DN
38 H
9 10 11
N
Architect / Engineer
ARCHITECT PBK, Inc.
03/03/2025
220389
# DESCRIPTION DATE

CITY OF SACRAMENTO
DATE

PROJECT NUMBER
CLIENT

REVISIONS
PBK.com
1122-1124 DEL PASO BLVD
SACRAMENTO, CA 95815
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
LEAF

E N G I N E E R S

A COMPANY PBK

SACRAMENTO
2520 Venture Oaks Way, Suite 440
Sacramento, CA 95833
916-927-3333 P
916-682-0990 F
MEP Engineering \\ Technology
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

CONSTRUCTION DOCUMENT
REN. 6-30-26
NO. 1901
I N IO NC M. LE ERAG
I A N 0 R LIF OF CA ETATS

EGISTERED PROFESSIONAL ENGINEERR N
F

I RE PROTECT ION
This document is for plan review only
1 PLAN CHECK - CYCLE #2 05-23-2025
1 SCALE: FIRE SPRINKLER FLOOR PLAN 1/8" = 1'-0" FS2.01

FIRE SPRINKLER

FLOOR PLAN
RC TC

1. SPRINKLER DEFLECTOR SHALL BE BETWEEN 1" AND 12" BELOW THE FLOOR OR ROOF DECK WHEN INSTALLED IN UNOBSTRUCTED CONSTRUCTION.

2. SPRINKLERS INSTALLED UNDER OBSTRUCTED CONSTRUCTION SHALL BE LOCATED AS FOLLOWS:

A. INSTALL WITH DEFLECTORS WITHIN THE HORIOZONTAL PLANES OF 1 IN. TO 6 IN. BELOW THE STRUCTURAL MEMBERS AND AMAXIMUM DISTANCE OF 22 IN. BELOW THE CEILING/ROOF DECK.

B. INSTALLED WITH THE DEFLECTORS AT OR ABOVE THE BOTTOM OF THE STRUCTURAL MEMBER TO A MAXIMUM OF 22 IN. BELOW THE CEILING/ROOF DECK WHERE THE SPRINKLER IS INSTALLED IN CONFORMANCE WITH NFPA 13, 10.2.7.1.2.

C. INSTALLED IN EACH BAY OF OBSTRUCTED CONSTRUCTION, WITH THE DEFLECTORS LOCATED A MINIMUM OF 1 IN. AND A MAXIMUM OF 12 IN. BELOW THE CEILING.

3. BRANCHLINE AND MAIN HANGERS SHALL BE BLOCKING WITH THROUGH BOLTS TO THE EXITING TRUSSES, SAMMY SWIVEL TO JOIST, OR THROUGH BOLT ATJOISTS. (FP6.01 - 02, 03, 11, 12, 15, 17)

4. MAIN PIPING SHALL BE SCHEDULE 10 BLACK STEEL AND SHALL BE ROLL GROOVED PER NFPA 13.

5. BRANCHLINE PIPING SHALL BE SCHEDULE 40, BLACK STEEL, THREADED WITH THREADED FITTING OR ROLL GROOVED PER NFPA 13.

6. MECHANICAL TEES ARE NOT PERMITTED ON NEW FIRE SPRINKLER PIPING7. HANG BRANCHLINES +/-5" CENTERLINE BELOW JOISTS WHERE POSSIBLE. WHEN BRANCH LINES ARE HUNG WITH HANGERS THAT ARE <6" FROM TOP OF PIPE TOPOINT OF CONNECTION TO STRUCTURE. NO BRANCHLINE RESTRAINT OR END OF LINE RESTRAINT IS REQUIRED.

PIPING NOTES

1. REFER TO ARCHITECTURAL, MECHANICAL AND PLUMBING SHEETS, FIRE

PROTECTION SPECIFICATIONS, AS WELL AS OTHER PORTIONS OF THE CONTRACT DOCUMENTS FOR ADDITIONAL COORDINATION REQUIREMENTS.

2. THE LAYOUT REQUIREMENTS DESCRIBED IN THESE PLANS SHALL BE

ADHERED TO AS CLOSELY AS POSSIBLE BUT SHALL NOT SUPERSEDED CODE

CONSTRAINTS AND/OR REQUIREMENTS OF AUTHORITIES HAVING
JURISDICTION (AHJ'S). WHERE CODE OR AHJ REQUIREMENTS SUPERSEDE

ITEMS SHOWN ON THIS PLAN, CONTRACTOR SHALL INCLUDE ALL
ASSOCIATED PROVISIONS IN THE BID, AND SHALL MAKE THEM AT NOADDITIONAL COST TO OWNER. PROPOSED DEVIATIONS FROM THIS PLAN SHALL BE SUBJECT TO ARCHITECT'S, ENGINEER'S, AND THE CITY OFSACRAMENTO REVIEW AND APPROVAL PRIOR TO IMPLEMENTATION.

3. ALL AREAS OF THE BUILDING SHALL BE FULLY SPRINKLERED IN ACCORDANCE WITH SPECIFICATIONS AND CODE REQUIREMENTS.

4. WHERE PLAN INDICATES EXPOSED FIRE SPRINKLER PIPING DIRECTION OF LAYOUT, ASSOCIATED CONNECTED FIRE SPRINKLER PIPING RUNNING INPERPENDICULAR DIRECTIONS SHALL BE INSTALLED ONLY IN CONCEALEDLOCATIONS UNLESS INDICATED OTHERWISE.

5. SEE STRUCTURAL PLANS FOR EXACT LOCATIONS AND CHARACTERISTICS OF ALL STRUCTURAL MEMBERS.

6. EXPOSED FIRE SPRINKLER SYSTEM PIPING SHALL BE RUN STRAIGHT AND TIGHT TO UNDERSIDE OF STRUCTURAL MEMBERS.

7. CONTRACTOR IS TO PREPARE SHOP DRAWINGS AND FABRICATION DRAWINGS. ALL PLANS ARE TO BE SUBMITTED TO LEAF ENGINEERS, INC. FORREVIEW PRIOR TO FABRICATION OR INSTALLATION OF FIRE SPRINKLER SYSTEM

GENERAL NOTES
4 1
2 3
048 2 12 16
SCALE 1/8"=1'-0"
SQ. FT.

GPM/SQ. FT.

PSI
GPM

GPM INSIDE

DENSITY

HYDRAULIC SYSTEM
LocationHAZARD GROUP
Building is protected by a Hydraulically
Designed Automatic Sprinkler System
Sprinkler InformationBasis of DesignDESIGNED AREA OF DISCHARGEGPM DEMAND AT THE BASE OF THE RISERSystem DemandRESIDUAL PRESSURE AT THEHOSE STREAM ALLOWANCE

LIBRARY MAIN ROOM

LIGHT HAZARD
.1
1662274.6627.64
0 100 GPM OUTSIDE100 GPM TOTAL

NUMBER OF FLOWING SPRINKLERSMANUFACTURE
17 VIKING
MODEL VK300
QUICK RESP5.6 K
SSU
1/2" ORIF
REMOTE SPRINKLER FLOW 14.82 GPM @7.0 PSIBASE OF THE RISER PSI

GPM GPM DEMAND AT THE

WATER SUPPLY SOURCERESIDUAL PRESSURE AT THE
374.6631.96
WATER SUPPLY SOURCESTANDARD NFPA 13, 2022 EDITSAFETY PRESSURE 8.74PROTECTION AREA/SPRINKLER 130 SQ. FT.

FIRE SPRINKLER LEGEND
QTY. SYM. FINISH MAKE/MODEL ORIENTATION SI # K FACTOR TEMP RESPONSE ESCUTCHEON ESCUTCHEON FINISH BRASS VIKING UPRIGHT VK300 5.6 155° QR N/A N/A
90 WHITE VIKING PENDENT VK302 5.6 155° QR SEMI- RECESSED WHITE 294 TOTAL SPRINKLERS THIS SHEET

KEYNOTES

FIRE SPRINKLER RISER LOCATION
10" ELECTRIC BELL LOCATION
AUTOMATIC AIR VENTING VALVE LOCATIONAUXILIARY 1" DRAIN VALVE LOCATION

ENTRANCE CANOPY - EXISTING CEMENT PLASTER TO BOTTOM OF JOIST 2" SPRINKLER LINE FEEDING LOFT
123456
5 5
6 IDENTIFY FIRE RISER ROOM AND

BUILDING ADDRESS WITH PROPER

SIGNAGE AFFIXED TO THE FIRE

RISER ROOM DOOR, PER NFPA AND

THE CITY OF SACRAMENTO FIRE
DEPARTMENT REQUIREMENTS.
3 1
PLAN CHECK CYCLE #2
COM-2500586 1124 DEL PASO BLVD JOBCOPY By:

APPROVED
City of Sacramento Plan Review

FIRE DEPARTMENT

PENDING FIELD INSPECTION
Morten Myers on Jun 18, 2025

CONSULTANT
By:

LINE OF VAULTED CEILING ABOVE
4' HIGH

PONY WALL
4' HIGH

PONY WALL
EXISTING LOFT ABOVE; SEE 2 / A2.01
TYP
6" FUR
WALL
26 COMM ROOM
OPEN

LIGHT HAZARD
35 MAKER SPACE

KITCHENETTE
CLG. 9'-0"

ORDINARY HAZARD I
28 KITCHENETTE
CLG. 9'-0"
ORDINARY HAZARD 1
27 COMM STOR ROOM
OPEN
ORDINARY HAZARD 2

HALLWAY
OPEN

LIGHT HAZARD
33 MENS RR
CLG. 9'-0"

LIGHT HAZARD
37 COMP STORAGE
CLG. 9'-0"
ORDINARY HAZARD 2
32 WOMENS RR
CLG. 9'-0"

LIGHT HAZARD
31 STORAGE ROOM
OPEN
ORDINARY HAZARD 2
36 FIRE CONTROL ROOM
OPEN

LIGHT HAZARD
FOYER
OPEN

LIGHT HAZARD
16 STUDY 2
CLG. 9'-0"

LIGHT HAZARD
15 ADULT SEATING
CLG. 9'-0"

LIGHT HAZARD

OUTDOOR CANOPY
CLG. XXX

LIGHT HAZARD
14 LOBBY/FOYER
OPEN

LIGHT HAZARD
13 MEETING ROOM
OPEN

LIGHT HAZARD
17 TGEEN AREA
OPEN

LIGHT HAZARD
25 ADULT AREA
OPEN

LIGHT HAZARD
18 STAFF CIRCULATION

COUNTER
OPEN

LIGHT HAZARD
30 SUPERVISORS OFFICE
CLG. 9'-0"

LIGHT HAZARD
29 MOBILE SERVICES
OPEN

LIGHT HAZARD
12 BRCH MANGR OFF
CLG. 9'-0"

LIGHT HAZARD
11 STUDY 1
CLG. 9'-0"

LIGHT HAZARD
10 FRIENDS ROOM
CLG. 9'-0"

LIGHT HAZARD
22 CHILDRENS AREA
OPEN

LIGHT HAZARD
9 AGRR
CLG. 9'-0"

LIGHT HAZARD
8 AG RR
CLG. 9'-0"

LIGHT HAZARD
00 HALLWAY
OPEN

LIGHT HAZARD
7 STAFF BRFEAK
CLG. 9'-0"

LIGHT HAZARD
6 OFFICE
CLG. 9'-0"

LIGHT HAZARD
5 OFFICE
CLG. 9'-0"

LIGHT HAZARD
4 OFFICE
CLG. 9'-0"

LIGHT HAZARD
1 STAFF AREA
OPEN

LIGHT HAZARD
3 OFFICE
CLG. 9'-0"

LIGHT HAZARD
23 CHILDRENS CPU
OPEN

LIGHT HAZARD
21 RESTROOM
CLG. 9'-0"

LIGHT HAZARD
24 CHILDRENS RR
CLG. 9'-0"

LIGHT HAZARD

STAIRS TO LOFT
OPEN

LIGHT HAZARD
20 STAFF OFFICE
OPEN

LIGHT HAZARD
19 STAFF WORKROOM
OPEN

LIGHT HAZARD
2 AMHS
OPEN

LIGHT HAZARD
N1
D1
D1
D1
D1
D1
D1
D1
D1
D1
D1

F F F FF F F F
K8' K8'
E1B
F
E1A E1A E1A E1A
FF
FF
F
F
N1 N1
H4' H4'
H4' H4'
H4' H4'
H4' H4'
H4' H4'
H4' H4'
G8'
G28'
G8' G8'
E3A
E3
D2
D2 D2
D2
D2
D2
E1B E1B
G6' G6' G6' G6
D2
D2
I
I
E1B
I
I
E1B E1B E1B E1B E1B
E1B E1B
D1
D1
E2B
E2B E2B E2B
G16' G16'
E3A
M
M
M
M
M M
G24'G24' G12' G24'
G28' G28' G28' G12'
G24'

M MM MM M
G12'
E3A
L20'
L8'
L16'
E1B
E2B E2B E2B E2BE2B E2B E2B E2B
E2B E2B
G8'
G26' G26'
M M
M
MM M
E2B E2B E1B E1B
E3A
H2'H2'
H2'
H2'
H2' H2'
H2'
H2'
H2'
H2'
H2'
H2'
E2B
N
Architect / Engineer
ARCHITECT PBK, Inc.
03/03/2025
220389
# DESCRIPTION DATE

CITY OF SACRAMENTO
DATE

PROJECT NUMBER
CLIENT

REVISIONS
PBK.com
1122-1124 DEL PASO BLVD
SACRAMENTO, CA 95815
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
LEAF

E N G I N E E R S

A COMPANY PBK

SACRAMENTO
2520 Venture Oaks Way, Suite 440
Sacramento, CA 95833
916-927-3333 P
916-682-0990 F
MEP Engineering \\ Technology
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

CONSTRUCTION DOCUMENT
REN. 6-30-26
NO. 1901
I N IO NC M. LE ERAG
I A N 0 R LIF OF CA ETATS

EGISTERED PROFESSIONAL ENGINEERR N
F

I RE PROTECT ION
This document is for plan review only
1 PLAN CHECK - CYCLE #2 05-23-2025
1 SCALE: FIRE SPRINKLER REFLECTED CEILING PLAN 1/8" = 1'-0" FS3.01

FIRE SPRINKLER

REFLECTED

CEILING PLAN
RC TC

KEYNOTES

ENTRANCE CANOPY - EXISTING CEMENT PLASTER TO BOTTOM OF JOIST

OUTSIDE NON-COMBUSTIBLE CANOPY
12 2 2
1 PLAN CHECK CYCLE #2
COM-2500586 1124 DEL PASO BLVD JOBCOPY By:

APPROVED
City of Sacramento Plan Review

FIRE DEPARTMENT

PENDING FIELD INSPECTION
Morten Myers on Jun 18, 2025

CONSULTANT
By:

Architect / Engineer
ARCHITECT PBK, Inc.
03/03/2025
220389
# DESCRIPTION DATE

CITY OF SACRAMENTO
DATE

PROJECT NUMBER
CLIENT

REVISIONS
PBK.com
1122-1124 DEL PASO BLVD
SACRAMENTO, CA 95815
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
LEAF

E N G I N E E R S

A COMPANY PBK

SACRAMENTO
2520 Venture Oaks Way, Suite 440
Sacramento, CA 95833
916-927-3333 P
916-682-0990 F
MEP Engineering \\ Technology
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

CONSTRUCTION DOCUMENT
REN. 6-30-26
NO. 1901
I N IO NC M. LE ERAG
I A N 0 R LIF OF CA ETATS

EGISTERED PROFESSIONAL ENGINEERR N
F

I RE PROTECT ION
This document is for plan review only
FS6.01

FIRE SPRINKLER

DETAILS
R.C. T.C.

MAXIMUM DIST. BETWEEN HANGERS

NOMINAL PIPE
SIZE (in.) 3/4" 1" 1-1/4" 1-1/2" 2 2-1/2" 3" 3-1/2" 4" 5" 6"STEEL PIPE EXCEPT THREADED LIGHTWALL N/A 12 - 0 15 - 0 15 - 0 15 - 0 15 - 0 15 - 0 15 - 0 15 - 0 15 - 0 15 - 0

THREADED LIGHTWALL
STEEL PIPE N/A 12 - 0 12 - 0 12 - 0 12 - 0 12 - 0 N/A N/A N/A N/A N/A

HANGER ROD SIZES

NOMINAL PIPE
SIZE (in.) 3/4" 1" 1-1/4" 1-1/2" 2 2-1/2" 3" 3-1/2" 4" 5" 6"STEEL PIPE EXCEPT THREADED LIGHTWALL N/A 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 1/2" 1/2"THREADED LIGHTWALL STEEL PIPE N/A 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" N/A N/A NOTE:HANGER RODS TO BE INSTALLED TIGHT TO PIPE TOPREVENT UPWARD MOVEMENT (APPLIES TO 3/4" - 2" PIPE) HANGER FASTENER CHART N.T.S 08
PLAN SYMBOL:

1. ANVIL FIG. AF700 SWIVEL SWAY BRACE ATTACHMENT

2. BRACE PIPE - 1" SCH. 40

3. ANVIL FIG. AF730 LONGITUDINAL SEISMIC BRACE CLAMP

4. 4 X 8 BLOCKING ADJACENT TO BRACE ATTACHMENT (BOTH SIDES)

5. 3/4" THROUGH BOLT W/ NUT AND WASHER - SIZE PER SEISMIC BRACE CALCULATIONS6. ANVIL FIG. AF730 LONGITUDINAL SEISMIC BRACE CLAMP

7. SIMPSON STRONG TIE U410 OR EQUIV. w/ 16D NAILS

8. EXISTING 2 X 14 JOIST @ 2'-0" ON-CENTER9. MINIMUM 1/2 DEPTH OF BEAM, BUT NOT LESS THAN 3" FOR WOOD BEAM.

10. SIMPSON A35 BRACKET TO BOTH SIDES OF BLOCKING W/ 8D NAILS TO THE BLOCK AND #8 x 1/2" PAN HEAD WOOD SCREWS TO PLYWOOD.

BRACE PIPE 45-60 DEG.

N.T.S LONGITUDINAL SWAY BRACE AT WOOD JOIST 06
2'-0" TYP.

1. ANVIL FIG. AF700 SWIVEL SWAY BRACE ATTACHMENT

2. BRACE PIPE - 1" SCH. 40

3. ANVIL FIG. AF035 BRACE CLAMP

4. 4 X 8 BLOCKING ADJACENT TO BRACE ATTACHMENT (BOTH SIDES)

5. 3/4" THROUGH BOLT W/ NUT AND WASHER - SIZE PER SEISMIC BRACE CALCULATIONS

6. SIMPSON STRONG TIE U410 OR EQUIV. W/ 16D NAILS

7. EXISTING 2 X 14 JOIST @ 2'-0" ON-CENTER8. MINIMUM 1/2 DEPTH OF BEAM, BUT NOT LESS THAN 3" FOR WOOD BEAM.9. SIMPSON A35 BRACKET TO BOTH SIDES OF BLOCKING w/ 8D NAILS TO THE BLOCK AND #8 x 1/2" PAN HEAD WOOD SCREW TO PLYWOOD.

PLAN SYMBOL:

N.T.S LATERAL SWAY BRACE AT WOOD JOIST 05
BRACE PIPE 45-60 DEG.
2'-0" TYP.

FIRE SPRINKLER RISER DETAIL 01 N.T.S
PLAN SYMBOL:

1. FROM UNDERGROUND SUPPLY.

2. FINISHED FLOOR.

3. 2" ANNULAR CLEARANCE REQUIRED.

4. FLEXIBLE COUPLING.

5. FLANGED COUPLING.

6. 6" AMES IN-BUILDING RISER.

7. 10" 120 V ELECTRIC BELL - MOUNTED
ON EXTERIOR WALLCONNECT TO FACP.

8. HYDRAULIC CALC PLATE.

9. AGF TEST n DRAIN - INSPECTORS'
TEST AND DRAIN ASSEMBLY WITH 12"

ORIFICE AND PRESSURE RELIEF
VALVE.

10. SPARE HEAD BOX - 12 HEAD CABINET
(6) ECSSP (6) SSP-5.6K.

11. POTTER VSR FLOWSWITCH

CONNECTED TO BELL AND FIRE
ALARM (BY OTHERS).

12. 300# GAUGE WITH 3-WAY VALVE AND
PLUG.

13. 2" DRAIN TO OUTSIDE.14. GROOVED 90° ELL.15. LATERAL AND LONGITUDINAL

SEISMIC BRACE HORIZONTAL TO WF
BEAMS. MAX 6" CLEAR DISTANCEBETWEEN BRACES (SEE PIPING
PLANS FOR LOCATION).

16. 4" FIRE SPRINKLER RISER.17. CONCRETE THRUST BLOCK
2'-0" MAX FINISHED FLOOR 0'-0"
TOR +8'-6"
PLAN SYMBOL:

N.T.S LATERAL SWAY BRACE AT WOOD JOIST 09
PLAN SYMBOL:

LONGITUDINAL SWAY BRACE AT WOOD JOIST N.T.S 10

1. ANVIL FIG. AF700 SWIVEL SWAY BRACE ATTACHMENT

2. BRACE PIPE - 1" SCH. 40

3. ANVIL FIG. AF035 BRACE CLAM

4. 3/4" THROUGH BOLT W/ NUT AND WASHER - SIZE PER SEISMIC BRACE CALCULATIONS

5. EXISTING 2 X 14 JOIST @ 2'-0" ON-CENTER

6. MINIMUM 1/2 DEPTH OF BEAM, BUT NOT LESS THAN 3" FOR WOOD BEAM.

1. ANVIL FIG. AF700 SWIVEL SWAY BRACE ATTACHMENT

2. BRACE PIPE - 1" SCH. 40

3. ANVIL FIG. AF730 LONGITUDINAL SEISMIC BRACE CLAMP

4. 3/4" THROUGH BOLT W/ NUT AND WASHER - SIZE PER SEISMIC BRACE CALCULATIONS

5. ANVIL FIG. AF730 LONGITUDINAL SEISMIC BRACE CLAMP6. EXISTING 2 X 14 JOIST @ 2'-0" ON-CENTER7. MINIMUM 1/2 DEPTH OF BEAM, BUT NOT LESS THAN 3" FOR WOOD BEAM.

BRACE TO HAVE HANGER WITHIN 6" TO

SUPPORT VERTICAL COMPONENT OF FORCE
IN BRACE. ADD STIFFENER TO THIS HANGER
ROD AS APPLICABLE(DETAIL 11/FP6.01).

BRACE TO HAVE HANGER WITHIN 6" TO

SUPPORT VERTICAL COMPONENT OF FORCE
IN BRACE. ADD STIFFENER TO THIS HANGER
ROD AS APPLICABLE(DETAIL 11/FP6.01).

BRACE PIPE 45-60 DEG.

N.T.S PENDENT SPRINKLER IN T-BAR CEILING 04
5"

1. T-BAR CEILING

2. EXPANSION PLATE

MINIMUM

CLEARANCE
1"
02 PLAN SYMBOL:

MAIN AND BRANCH LINE HANGER AT WOOD JOIST
TOLCO

1. THROUGH BOLT (SEE HANGER AND FASTENER CHART FOR SIZES 07/FP6.01)

2. THREADED SIDE BEAM BRACKET - AFCON 551

3. ALL THREAD ROD

4. ADJUSTABLE RING HANGER ANVIL #69.

5. MIN. 2-1/2" FOR 2-1/2" AND SMALLER PIPE AND 3" FOR 3" AND LARGER PIPE.6. 3" PIPE MAXIMUM. 3" SPRINKLER MAIN HANGER 10'-0" O.C. MAXIMUM. TOLCO TRAPEZE HANGER DETAIL N.T.S 03 1. THROUGH BOLT (SEE HANGER AND FASTENER CHART FOR SIZES 07/FP6.01) 2. THREADED SIDE BEAM BRACKET - AFCON 551 3. ALL THREAD ROD 4. ADJUSTABLE RING HANGER ANVIL #69. 5. MIN. 2-1/2" FOR 2-1/2" AND SMALLER PIPE AND 3" FOR 3" AND LARGER PIPE. 6. 3" PIPE MAXIMUM. 3" SPRINKLER MAIN HANGER 10'-0" O.C. MAXIMUM. 7. EXISTING 2 X 14 JOIST. @ 2'-0" ON-CENTER 8. 4 X 8 BLOCKING W/ 4 - 16D NAILS EACH SIDE STAGGERED 2'-0" TYP. PLAN SYMBOL: BRANCHLINE RESTRAINT DETAIL N.T.S 07 TOLCO TOLCO
45°

1. THROUGH BOLT (SEE HANGER AND FASTENER CHART FOR SIZES 07/FP6.01)

2. THREADED SIDE BEAM BRACKET - AFCON 551

3. ALL THREAD ROD

4. ADJUSTABLE RING HANGER ANVIL #69.

5. MIN. 2-1/2" FOR 2-1/2" AND SMALLER PIPE AND 3" FOR 3" AND LARGER PIPE.6. BRANCH LINE PIPING.7. EXISTING 2 X 14 JOIST. @ 2'-0" ON-CENTER8. ANGLED RESTRAINT HANGER SHALL BE WITHIN 6" OF VERTICAL HANGER.

NOTE: AT BOTH HANGERS USE ANVIL
AF310 VERTICAL RESTRAINT OR

THREAD ROD ALL THE WAY DOWN
SNUG TO BRANCH LINE PIPING.
(SEE DETAIL 02/FP6.01)
13 11
PLAN SYMBOL:

SAMMY GST-20 PIPE HANGER FOR WOOD
Buildex
UL
/,67('
C US R
FM

APPROVED

1. SAMMY GST-20 HANGER ATTACHMENT

2. SPRINKLER PIPE, 3" SCH 10 MAX. OR 2-1/2" SCH 40 MAX.3. 3/8" ALL THREAD ROD

4. HANGER RING

5. WOOD JOIST
NOT LESS THAN 2" NOMINAL WIDTH
( 1-1/2" )
( 2-1/2" )
NOT LESS THAN 3"

NOMINAL THICKNESS
FOR VERTICAL USE.

INSTALL IN CENTER
OF LOWER FACE.
2" MINIMUM

PENETRATION
16 PLAN SYMBOL:

1. SAMMY SH-GST/CST-20 SWIVEL HANGER ATTACHMENT

2. SPRINKLER PIPE, 2" SCH 40 MAXIMUM3. 3/8" ALL THREAD ROD

4. HANGER RING

5. WOOD JOIST/RAFTER/TRUSS
Buildex
UL
/,67('
C US R
15 PLAN SYMBOL:

SAMMY SH-GST/CST-20 SWIVEL HEAD HANGER

MAX ANGLE
45 DEGREES
PLAN SYMBOL:

SAMMY BRANCHLINE RESTRAINT DETAIL

1. SAMMY GST-20 HANGER ATTACHMENT

2. SAMMY SH-GST/CST SWIVEL HANGER ATTACHMENT

3. 3/8" ALL THREAD ROD

4. HANGER RING

5. SURGE RESRAINT OR RODS TIGHT TO PIPE6. BRANCHLINE PIPE7. BOTTOM CHORD OF TJI OR WOOD TRUSS Buildex
UL
/,67('
C US R
1" AGF 7900AAV PURGEnVENT AUTOMATICE AIR VENTING VALVE
14 PLAN SYMBOL:

AUTOMATIC AIR VENTING VALVE
NOT LESS THAN 2" NOMINAL WIDTH
(1-1/2") UP TO 3" PIPE; NOT LESS
THAN 3" NOMINAL WIDTH FOR 4" PIPE.

1. SAMMY SWG-20 HORIZONTAL HANGER ATTACHMENT

2. SPRINKLER PIPE, 4" SCH 10 MAXIMUM

3. 3/8" ALL THREAD ROD

4. HANGER RING

5. WOOD JOIST
12 PLAN SYMBOL:

SAMMY SWG-20 PIPE HANGER FOR WOOD
Buildex
UL
/,67('
C US R
INSTALL A OF MINIMUM 2-1/2" FROM THE
BOTTOM FOR BRANCH LINES AND AMINIMUM OF 3" FROM THE BOTTOM FORMAINS. EXCEPTION: THIS REQUIREMENT SHALL NOT APPLY TO A 2" OR THICKERSTRIP RESTING ON TOP OF STEL BEAMS. 4-WAY RISER EARTHQUAKE BRACE
OR

1. BRACE PIPE AT 45-59 DEG.

2. ANVIL FIG. #AF730 LONGITUDINAL SWAY BRACE CLAMP.

3. BRACE PIPE - 1" SCHED. 40, 7'-0" MAX LENGTH.
1-1/4" SCHED. 40, 9'-0" MAX LENGTH. FOR LONGER
LENGTHS SEE TABLE 9.3.5.11.8b, NFPA-13.

4. ANVIL FIG. #AF035 LATERAL SWAY BRACE CLAMP.

5. FLEXIBLE GROOVED COUPLING.6. RISER7. MAIN HANGER
2' MAX
PLAN SYMBOL:
17 PLAN SYMBOL:

TRAPEZE HANGER DETAIL N.T.S
2" MINIMUM

PENETRATION

1. SAMMY GST-20 HANGER ATTACHMENT

2. SPRINKLER PIPE, 3" SCH 10 MAX. OR 2-1/2" SCH 40 MAX.

3. 3/8" ALL THREAD ROD

4. HANGER RING

5. WOOD JOIST

6. 4x6 BLOCKING

7. A34 CLIP ES8. (E) 2x4 TRUSS TOP CORD9. (E) 2x4 VERTICAL MEMBER BYND 2'-0" TYP.

CENTERLINE OF 4 X 6 BLOCKINGSHALL BE 12" MAXIMUM FROMCENTERLINE OF VERTICAL TRUSS MEMBER.
# DESCRIPTION DATE
1 PLAN CHECK - CYCLE #2 05-23-2025 PLAN CHECK CYCLE #2
COM-2500586 1124 DEL PASO BLVD JOBCOPY By:

APPROVED
City of Sacramento Plan Review

FIRE DEPARTMENT

PENDING FIELD INSPECTION
Morten Myers on Jun 18, 2025

CONSULTANT
By:

SERVICES
29 SUPERVISOR'S
OFFICE
30 STORAGE ROOM
31 STAFF AREA
1 STORAGE
38 READING AREA
11 FRIENDS STACKS
25 1
4 4
4 4 1 4
5 2
2 6 3 3
3 12'-7"
12'-7"
9'-0"

FLOOR ELEV
+0'-0"
1 2 3 4 5 6 7 8 9 10 11

TEEN AREA
17 STAFF

CIRCULATION

COUNTER
18 COMMUNITY
ROOM
26 MAKER SPACE &

KITCHENETTE
AMHS
11'-8" 35
2 ADULT AREA
12 3
12'-7"
15'-10"
21'-3"
4 4
4 2 1 1
12"
1-5/16"
12"
1-5/16"
19'-9
12 "
19'-8"
18'-6"
17'-3
12 "
15'-4
12 "
12'-7" 2'-9
12 "
4'-4
12 "

A B C D E F G H
OFFICE
6 STAFF AREA
1 STAFF

WORKROOM
19 TEEN AREA
17 OPEN
2 4
4 3
17'-0"
19'-4
12 "
14'-9"
9'-0"
14'-1"
7 16'-6"
16'-0"
1 2
3 4 UPRIGHT SPRINKLER HEAD

PENDENT SPRINKLER HEADFIRE SPRINKLER LINEFIRE SPRINKLER MAIN 5 AUXILIARY DRAIN LINE
6 AUXILIARY DRAIN VALVE
7 EXISTING CEMENT PLASTER TO BOTTOM OF JOISTS
Architect / Engineer
ARCHITECT PBK, Inc.
03/03/2025
220389
# DESCRIPTION DATE

CITY OF SACRAMENTO
DATE

PROJECT NUMBER
CLIENT

REVISIONS
PBK.com
1122-1124 DEL PASO BLVD
SACRAMENTO, CA 95815
FOLSOM
1110 Iron Point Road, Suite 200
Folsom, CA 95630-8315
916-355-9922
LEAF

E N G I N E E R S

A COMPANY PBK

SACRAMENTO
2520 Venture Oaks Way, Suite 440
Sacramento, CA 95833
916-927-3333 P
916-682-0990 F
MEP Engineering \\ Technology
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

CONSTRUCTION DOCUMENT
REN. 6-30-26
NO. 1901
I N IO NC M. LE ERAG
I A N 0 R LIF OF CA ETATS

EGISTERED PROFESSIONAL ENGINEERR N
F

I RE PROTECT ION
This document is for plan review only
1 PLAN CHECK - CYCLE #2 05-23-2025
FS6.02

FIRE SPRINKLER

SECTIONS
R.C. T.C.
3 1/8" = 1'-0" SECTION
1/8" = 1'-0"

SECTION
1/8" = 1'-0"

SECTION
2 1

KEY NOTES
PLAN CHECK CYCLE #2
COM-2500586 1124 DEL PASO BLVD JOBCOPY By:

APPROVED
City of Sacramento Plan Review

FIRE DEPARTMENT

PENDING FIELD INSPECTION
Morten Myers on Jun 18, 2025

CONSULTANT
By:

SHEET INDEX
EC0.01 ENERGY COMPLIANCE DOCUMENTATION SHEET INDEX & NOTESEC1.01 ENERGY COMPLIANCE DOCUMENTATIONEC1.02 ENERGY COMPLIANCE DOCUMENTATIONEC1.03 ENERGY COMPLIANCE DOCUMENTATIONEC1.04 ENERGY COMPLIANCE DOCUMENTATIONEC1.05 ENERGY COMPLIANCE DOCUMENTATION

THE FOLLOWING SHALL BE REQUIRED WHETHER OR NOT SPECIFICALLY SHOWN OR MENTIONED IN DRAWINGS AND/OR SPECIFICATIONS:

1. EQUIPMENT SHALL MEET EFFICIENCY REQUIREMENTS OF TABLES 110.2-A THROUGH 110.2-N.

2. ALL AIR-COOLED, UNITARY, DX UNITS (PACKAGED, SPLIT-SYSTEM, HEAT PUMPS AND VRF) WITH COOLING CAPACITY GREATER THAN 33,000 BTU/HR AND

ECONOMIZERS SHALL BE EQUIPPED WITH FAULT DETECTION AND DIAGNOSTICS SYSTEMS.

3. PIPE INSULATION FOR SPACE CONDITIONING AND SERVICE WATER-HEATING WITH FLUID TEMPERATURES LISTED IN TABLE 120.3-A SHALL HAVE INSULATION LEVELS AS SPECIFIED IN SUBSECTION (A) AND (B).

4. MECHANICAL HEATING AND COOLING EQUIPMENT SHALL BE THE SMALLEST SIZE,

WITHIN THE AVAILABLE OPTIONS OF THE DESIRED EQUIPMENT LINE, NECESSARY

TO MEET THE DESIGN HEATING AND COOLING LOADS OF THE BUILDING, AS CALCULATED ACCORDING TO THE REQUIREMENTS OF SECTION 140.4(A)1.

5. HVAC MOTORS FOR FANS THAT ARE LESS THAN 1 HP AND 1/12 HP OR GREATER SHALL BE ECM OR HAVE A MINIMUM MOTOR EFFICIENCY OF 70%. MOTORS SHALL

ALSO HAVE MEANS TO ADJUST MOTOR SPEED FOR BALANCING OR REMOTE CONTROL AS SPECIFIED IN SECTION 140.4(C).

6. ELECTRIC RESISTANCE HEATING SYSTEMS ARE NOT PROVIDED FOR SPACE HEATING.

7. ZONE EACH AIR HANDLER TO SERVE ONLY AREAS WITH COMMON LOADS TO ALLOW MORE AGGRESSIVE CONTROL STRATEGIES AND IMPROVE COMFORT. HAVE DIFFERENT AHU'S SERVING CORE VS. PERIMETER AREAS.

8. THE DESIGN ACCOMMODATES PARTIAL OCCUPANCY ENERGY SAVINGS WHEN THE OWNER’S REQUIREMENTS OR NARRATIVE DESCRIBE ANY POSSIBILITY OF PARTIALOCCUPANCY, BY ZONING AIR HANDLERS BY FLOOR OR BY PART OF A FLOOR, OR BY

INCORPORATING CONTROLLED FLOOR DAMPERS, OR VAV AIR TERMINALS GOING TOTALLY SHUT WHEN NOT OCCUPIED, ETC.

9. EACH ZONE IS CONTROLLED BY AN INDIVIDUAL THERMOSTATIC CONTROL.

CONTROLS SHALL BE CAPABLE OF SETTING TEMPERATURES TO 55°F FOR HEATING AND 85°F FOR COOLING AND PROVIDE A TEMPERATURE DEADBAND OF AT LEAST 5°F IF CONTROLLING BOTH HEATING AND COOLING PER SECTION 120.2 (A), (B) AND (C).

10. EACH SPACE CONDITIONING SYSTEM SHALL BE EQUIPPED WITH CONTROLS TO

SHUT THE SYSTEM OFF DURING PERIODS OF NONUSE AND WILL TEMPORARILYOPERATE THE SYSTEM TO MAINTAIN SETBACK AND SETUP TEMPERATURES WHILE KEEPING VENTILATION DAMPERS CLOSED.

11. DCV IS REQUIRED FOR USE ON SYSTEMS THAT HAVE AN OUTDOOR AIR

ECONOMIZER, AND SERVE A SPACE WITH DESIGN OCCUPANT DENSITY (OR

MAXIMUM OCCUPANT LOAD FACTOR FOR EGRESS PURPOSES) GREATER THAN OR EQUAL TO 25 PEOPLE PER 1000 SQ FT (40 SQ FT PER PERSON), ACCORDING TO §120.1(c)3 DCV IS ALSO ALLOWED AS AN EXCEPTIONS THE CONCEPT IN WHICH THE

AMOUNT OF OUTDOOR AIR USED TO PURGE ONE OR MORE OFFENDING

POLLUTANTS FROM A BUILDING TO FUNCTION IS A FUNCTION OF THE MEASURED LEVEL OF THE POLLUTANT(S).

12. OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE INSTALLED WITH DAMPERS THAT AUTOMATICALLY CLOSE UPON FAN SHUTDOWN.

13. HVAC SYSTEMS WITH DDC TO THE ZONE LEVEL SHALL BE PROGRAMMED TO ALLOW CENTRALIZED DEMAND SHED FOR NON-CRITICAL ZONES PER §110.12.

14. ZONE CONTROLS PREVENT REHEATING, RECOOLING OR SIMULTANEOUS HEATING AND COOLING IN COMPUTER ROOMS PER §120.6(J)1.

15. EACH WALL MOUNTED THERMOSTAT SHALL BE LOCATED AWAY FROM POTENTIAL

SOURCES THAT WOULD ADVERSELY AFFECT THE READING (CLOSE TO COPIERS, DIRECT SUNLIGHT, BELOW OR ABOVE A SUPPLY AIR DIFFUSER OR CONVECTOR,ETC.). ANY THERMOSTATS MOUNTED ON EXTERIOR WALLS SHALL BE INSTALLED IN SEALED AND INSULATED JUNCTION BOXES.

16. CORNER OFFICE SHALL ALWAYS HAVE THEIR OWN THERMOSTATS, AIR TERMINAL BOXES OR FIN-TUBE RADIATORS.

17. CONTROL SEQUENCES SHALL BE LISTED FOR EQUIPMENT OPERATED BY STAND-ALONE PACKAGED CONTROLS. UNOCCUPIED SEQUENCES SHALL BE INCLUDED.

18. CONTROL SEQUENCES SHALL BE PROVIDED FOR EACH PIECE OF EQUIPMENT

LISTED IN THE EQUIPMENT SCHEDULE THAT IS MONITORED OR CONTROLLED BY THE BUILDING AUTOMATION SYSTEM (BAS). UNOCCUPIED SEQUENCES SHALL BE INCLUDED.

19. OUTSIDE AIR TEMPERATURE SENSORS SHALL BE IN A COMMERCIALLY DESIGNED

SOLAR SHIELD LOCATED ON A NORTH WALL OR SOME OTHER LOCATION OUT OF DIRECT SUNLIGHT AND AWAY FROM BUILDING EXHAUST OR HEAT REJECTIONEQUIPMENT.

20. THE OUTDOOR AIR-VENTILATION RATE AND AIR-DISTRIBUTION ASSUMPTIONS MADE

IN THE DESIGN OF THE VENTILATING SYSTEM ARE CLEARLY IDENTIFIED ON THE PLANS.

21. EACH SPACE IS DESIGNED TO HAVE NATURAL VENTILATION OR MECHANICAL

VENTILATION THAT IS NO LESS THAN THE LARGER OF CONDITIONED FLOOR AREA TIMES THE REQUIREMENTS IN TABLE 120.1-A OR 15 CFM TIMES THE EXPECTED NUMBER OF OCCUPANTS.

22. THE MINIMUM AND MAXIMUM OUTDOOR AIR RATES FOR EACH AIR HANDLER ARE LISTED ON THE EQUIPMENT SCHEDULES.

23. THE OUTDOOR AIR-VENTILATION RATES ARE BASED ON PLANNED OWNER

OCCUPANCY AS DEFINED IN OWNER'S DESIGN INTENT AND ARE NOT BASED ON MAXIMUM EGRESS OCCUPANCY RATES.

24. HVAC SYSTEMS THAT HAVE AN ECONOMIZER, SERVE A SPACE WITH A DESIGN OCCUPANT DENSITY GREATER THAN OR EQUAL TO 25 PEOPLE PER 1000 SF, AND

ARE EITHER A SINGLE ZONE SYSTEM WITH ANY CONTROLS OR MULTIPLE ZONE

SYSTEM WITH DDC CONTROLS TO THE ZONE LEVEL MUST HAVE DEMAND CONTROL VENTILATION CONTROLS. THE FOLLOWING MUST BE MET:

A. CO2 SENSORS INSTALLED IN EACH ROOM SERVED BY SYSTEMS WITH DCV CONTROLS.

B. CO2 SENSORS ARE LOCATED BETWEEN 3 FT AND 6 FT ABOVE THE FLOOR.

C. CO2 CONCENTRATIONS MAINTAINED AT LESS THAN OR EQUAL TO 600 PPM PLUS OUTDOOR PPM.

D. DURING HOURS OF EXPECTED OCCUPANCY, CONTROLS MAINTAIN MORE THAN THE MINIMUM VENTILATION RATE REQUIRED BY §120.1(c)3.

E. THE SYSTEM SHALL ALWAYS PROVIDE A MINIMUM VENTILATION OF THE SUM OF

THE MINIMUM AIR RATE FOR DCV WITH DCV AND THE MINIMUM AIR RATE FOR ALL OTHER SPACES SERVED BY THE SYSTEM.

F. THE CO2 SENSORS SHALL BE FACTORY-CERTIFIED TO HAVE AN ACCURACY WITHIN PLUS OR MINUS 75 PPM AT 600 AND 1000 PPM CONCENTRATION WHEN MEASURED AT SEA LEVEL.

G. WHEN A SENSOR FAILURE IS DETECTED, THE SYSTEM MUST PROVIDE A SIGNAL

TO RESET THE SYSTEM TO PROVIDE THE MINIMUM QUANTITY OF OUTSIDE AIR LEVELS REQUIRED BY §120.1(C)3 TO THE ZONES SERVED BY THE SENSOR AT ALL TIMES THAT THE ZONE IS OCCUPIED.

H. FOR SYSTEMS WITH EQUIPPED WITH DDC TO THE ZONE LEVEL, THE CO2

SENSOR(S) READING FOR EACH ZONE MUST BE DISPLAYED CONTINUOUSLY AND RECORDED.

25. EACH COOLING FAN SYSTEM THAT HAS A DESIGN MECHANICAL COOLING CAPACITY OVER 33,000 BTU/H SHALL HAVE AN AIR ECONOMIZER OR A WATER ECONOMIZER.

AIR ECONOMIZERS MUST COMPLY WITH THE HIGH LIMIT SHUTOFF CONTROLS SHOWN IN TABLE 140.4-G.

26. INTEGRATED ECONOMIZER CONTROLS SHALL BE SET UP SUCH THAT PARTIAL COOLING IS PROVIDED BY THE ECONOMIZER EVEN WHEN ADDITIONAL MECHANICALCOOLING IS REQUIRED.

27. ECONOMIZER DAMPERS SHALL BE DRIVEN BY DIRECT DRIVE ACTUATORS RATHER

THAN ROD LINKAGES, WHICH CAN BE A MAJOR CAUSE OF ECONOMIZER MALFUNCTION.

28. BAROMETRIC RELIEF IS USED, IF POSSIBLE. IF NOT, RELIEF FANS (RATHER THAN RETURN FANS) SHALL BE USED IN MOST CASES.

29. OUTDOOR AND RETURN AIR SENSORS SHALL BE PROPERLY SELECTED, PROPERLY

LOCATED TO PROVIDE ACCURATE AND REPEATABLE MEASUREMENTS FOR CONTROLLING ECONOMIZER OPERATION. AVERAGING SENSORS COVER THE ENTIRE DUCT OR COIL FACE AREAS.

30. ALL AIR DISTRIBUTION SYSTEM DUCTS AND PLENUMS MUST BE INSTALLED, SEALED AND INSULATED AS REQUIRED BY §120.4(A) AND §160.3(C)2B.

31. DUCT SEALING SHALL COMPLY WITH SUBSECTION A OR B BELOW:

A. NEW DUCT SYSTEMS THAT MEET THE CRITERIA IN SUBSECTIONS A,B, C, AND D BELOW SHALL BE SEALED TO A LEAKAGE RATE NOT TO EXCEED 6 PERCENT OF

THE NOMINAL AIR HANDLER AIR FLOW RATE AS CONFIRMED THROUGH HERS FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE WITHREFERENCE NONRESIDENTIAL APPENDIX NA7.5.3; a. THE DUCT SYSTEM DOES NOT SERVE A HEALTH CARE FACILITY; AND b. THE DUCT SYSTEM PROVIDES CONDITIONED AIR TO AN OCCIPITAL SPACE FOR A CONSTANT VOLUME, SINGLE ZONE, SPACE CONDITIONING SYSTEM; AND
c. THE SPACE CONDITIONING SYSTEM SERVES LESS THAN 5,000 SQUARE FEET OF CONDITIONED FLOOR AREA; AND
d. THE COMBINED SURFACE AREA OF THE DUCTS LOCATED OUTDOORS OR IN UNCONDITIONED SPACE IS MORE THAN 25 PERCENT OF THE TOTAL SURFACE AREA OF THE ENTIRE DUCT SYSTEM.

B. NEW DUCT SYSTEMS THAT ARE NOT SUBJECT TO TESTING UNDER SECTION 120.4(G)1 SHALL INSTEAD MEET THE DUCT LEAKAGE TESTING REQUIREMENTS OF CMC SECTION 603.10.

32. NEW DUCT SYSTEMS HAVE NEW TESTING REQUIREMENTS WHICH MUST EITHER:

A. BE TESTED PER REFERENCE NONRESIDENTIAL APPENDIX NAT.5.3 TO VERIFY THAT THERE IS NO MORE THAN 6% LEAKAGE OF THE NOMINAL AIR HANDLER AIR FLOR RATES OF A CONSTANT VOLUME, SINGLE ZONE SYSTEM THAT SERVES < 5,000 FT2 AND HAS MORE THAN 25% OF THE DUCT SURFACE OUTSIDE OF THE CONDITIONED SPACE AND IS NOT SERVING A HEALTH CARE FACILITY; OR B. MEET THE CALIFORNIA MECHANICAL CODE REQUIREMENTS OF §603.9.2 IF THEY CANNOT MEET THE REQUIREMENTS ABOVE.

33. DUCTS SHALL UTILIZE LOW STATIC PRESSURE DESIGN. IDENTIFY THE MOST RESTRICTIVE BRANCH FROM THE FAN TO THE LAST AIR TERMINAL UNIT. IDENTIFYPOSSIBLE MEANS OF SIGNIFICANTLY REDUCING THE PRESSURE DROP. BRANCHDUCT SYSTEMS SHALL DESIGNED FOR EQUAL PRESSURE DROP, WHEN POSSIBLE.

34. DUCT BRANCHES WITH SIGNIFICANTLY DIFFERING STATIC PRESSURE

REQUIREMENTS SHALL HAVE VOLUME CONTROL STRATEGICALLY PLACED TO AID IN TAB WORK.

35. FANS SHALL DISCHARGE INTO DUCT SECTIONS THAT REMAIN STRAIGHT FOR AS LONG AS POSSIBLE (IDEALLY 10 DUCT DIAMETERS) TO REDUCE FAN INEFFICIENCIES FROM SYSTEM EFFECTS.

36. DUCT VELOCITIES SHALL GENERALLY BE BELOW 2,000 FPM FOR DUCTS IN CEILING PLENUMS, 1500 FPM FOR EXPOSED DUCTS AND 3500 FPM IN MECHANICAL ROOMS

AND NON-NOISE SENSITIVE SHAFTS AND DO NOT REDUCE ANY DUCT SIZES LISTED ON PLANS.

37. DUCT FRICTION RATES SHALL GENERALLY BE LESS THAN 0.25” WC PER 100 LINEAL FEET NEARER THE FAN, 0.15 TO 0.20” IN THE MAIN DUCTS AND 0.08 TO 0.12” WC/100’ NEARER THE END OF THE SYSTEM. DESIGNS OVER THESE RATES SHALL BE QUESTIONED. VERY ENERGY EFFICIENT DESIGN CAN LOWER THESE VALUES BY UP TO 40%.

38. CONTRACTOR SHOP DRAWINGS SHALL BE SUFFICIENTLY DETAILED TO ENSURE

THAT DISTRIBUTION SYSTEM DESIGN INTENT IS ADEQUATELY CONVEYED TO MATCH PLANS. IF SUFFICIENT DETAIL IS NOT INCLUDED IN DRAWINGS,

INSTALLATIONS MAY RESULT IN SIGNIFICANTLY HIGHER PRESSURE DROPS AND HENCE HIGHER ENERGY CONSUMPTION AND OTHER OPERATING ISSUES.

39. ACCEPTANCE REQUIREMENTS ARE CLEARLY IDENTIFIED IN CONSTRUCTION DOCUMENTS.

40. COMMISSIONING MEASURES OR REQUIREMENTS ARE REFLECTED IN THE CONSTRUCTION DOCUMENTS.

41. REQUIREMENTS FOR FUNCTIONAL PERFORMANCE TESTS ARE REFLECTED IN THE CONSTRUCTION DOCUMENTS.

42. COOLING SYSTEMS IDENTIFIED IN TABLE 140.4-D SHALL HAVE FAN CONTROLS TO VARY THE INDOOR FAN AIRFLOW AS A FUNCTION OF LOAD:

A. DX AND CHILLED WATER COOLING SYSTEMS THAT CONTROL CAPACITY BASED ON OCCUPIED SPACE TEMPERATURE SHALL HAVE A MINIMUM OF 2 STAGES OFCONTROL.

B. SYSTEMS THAT CONTROL SPACE TEMPERATURE BY MODULATING AIRFLOW TO THE SPACE SHALL HAVE PROPORTIONAL FAN CONTROL.

C. SYSTEMS WITH AIR SIDE ECONOMIZER SHALL HAVE A MINIMUM OF 2 SPEEDS OF FAN CONTROL DURING ECONOMIZER OPERATION.

42. FAN CABINET ENCLOSURE AND INTERNAL COMPONENTS SHALL BE SELECTED TO MINIMIZE PRESSURE DROP, E.G. FACE VELOCITY IS LESS THAN 500 FPM, LOW PRESSURE DROP COILS, FILTERS, ETC.

43. FAN WHEEL SHALL BE SELECTED FOR EFFICIENT OPERATION, E.G. LARGER DIAMETER ROTATING AT LOWER SPEED.

44. SYSTEMS THAT SERVE MULTIPLE ZONES SHALL HAVE CONTROLS THAT AUTOMATICALLY RESET SUPPLY AIR TEMPERATURE. ZONES WITH HIGH INTERNAL

LOADS WITH NEAR CONSTANT AIRFLOW SHALL BE DESIGNED FOR THE ELEVATED RESET SUPPLY AIR TEMPERATURE. RESET CONTROLS SHALL BE IN RESPONSE TO BUILDING LOADS OR TO OUTDOOR AIR TEMPERATURE AND SHALL BE AT LEAST 25% OF THE DIFFERENCE BETWEEN SUPPLY AIR AND DESIGN ROOM AIR TEMPERATURE.CONTROL SEQUENCES ARE IDENTIFIED IN CONSTRUCTION DOCUMENTS.

45. SAT RESET SHALL BE ESTABLISHED WITH AN AGGRESSIVE RESET SCHEDULE OF 10F, E.G. 55F DURING WARM WEATHER AND 65F DURING COOL WEATHER.

MECHANICAL TITLE 24 NOTES

ACCEPTANCE TESTING NOTES
THE CALIFORNIA ENERGY CODE SECTION 10-103 REQUIRES ACCEPTANCE TESTING ON ALL NEWLY INSTALLED LIGHTING CONTROLS, MECHANICAL SYSTEMS, ENVELOPES AND PROCESS EQUIPMENT AFTERINSTALLATION AND BEFORE PROJECT COMPLETION. AN ACCEPTANCE TEST IS A FUNCTIONAL

PERFORMANCE TEST TO HELP ENSURE THAT NEWLY INSTALLED EQUIPMENT IS OPERATING AND IN COMPLIANCE WITH THE ENERGY CODE.

LIGHTING CONTROLS ACCEPTANCE TESTS MUST BE PERFORMED BY A CERTIFIED LIGHTING CONTROLS ACCEPTANCE TEST TECHNICIAN (ATT).

MECHANICAL SYSTEM ACCEPTANCE TESTS MUST BE PERFORMED BY A CERTIFIED MECHANICAL ATT FORPROJECTS SUBMITTED ON OR AFTER OCTOBER 1, 2021

ENVELOPE AND PROCESS EQUIPMENT ACCEPTANCE TESTS SHALL BE PERFORMED BY THE INSTALLING CONTRACTOR, ENGINEER/ARCHITECT OF RECORD OR THE OWNER'S AGENT.

A LISTING OF CERTIFIED ATT CAN BE FOUND AT:
https://www.energy.ca.gov/programs-and-topics/programs/acceptance-test-technician-certification-provider-program/ acceptance.

THE ACCEPTANCE TESTING PROCEDURES MUST BE REPEATED, AND DEFICIENCIES MUST BE CORRECTED

BY THE BUILDER OR INSTALLING CONTRACTOR UNTIL THE CONSTRUCTION/ INSTALLATION OF THE SPECIFIED SYSTEMS CONFORM AND PASS THE REQUIRED ACCEPTANCE CRITERIA.

PROJECT INSPECTORS WILL COLLECT THE FORMS TO CONFIRM THAT THE REQUIRED ACCEPTANCE TESTS HAVE BEEN COMPLETED.

Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\EC
12/13/2024 4:08:59 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
EC0.01

ENERGY COMPLIANCE

DOCUMENTATION

SHEET INDEX & NOTES
FM RT
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Robert Bottino
on Jun 19, 2025

PLUMBING & MECHANICAL
By:

EC1.01
ENERGY

COMPLIANCE

DOCUMENTATION
FM RT
Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\EC
12/13/2024 4:09:01 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
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Robert Bottino
on Jun 19, 2025

PLUMBING & MECHANICAL
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
Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\EC
12/13/2024 4:09:11 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
EC1.02
ENERGY

COMPLIANCE

DOCUMENTATION
FM RT
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Robert Bottino
on Jun 19, 2025

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025
Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\EC
12/13/2024 4:09:21 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
EC1.03
ENERGY

COMPLIANCE

DOCUMENTATION
FM RT
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Robert Bottino
on Jun 19, 2025

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025
Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\EC
12/13/2024 4:09:31 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
EC1.04
ENERGY

COMPLIANCE

DOCUMENTATION
FM RT
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Robert Bottino
on Jun 19, 2025

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025
Z:\Projects\FOL\2022\220389\3-CD\Drawings\Cnsl\MEPT\EC
12/13/2024 4:09:41 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
EC1.05
ENERGY

COMPLIANCE

DOCUMENTATION
FM RT
COM-2500586 1124 DEL PASO BLVD JOBCOPY
By:

City of Sacramento Plan Review

APPROVED
Robert Bottino
on Jun 19, 2025

By:

ISSUED BY
Community Development Department
Saul Moran
on Jul 10, 2025
Rev. 8/1/2025

CONTRACT AMENDMENT

CHANGE IN SCOPE AND NOT-TO-EXCEED AMOUNT
Project Title and Job Number: : On Call Professional Services-Architectural Design Date: 12/16/2019 Purchase Order #: 0000067735 Contract Amendment No.: 2
The City of Sacramento (“City”) and PBK Architects (“Contractor”), as partiesto that certain contract designated as Contract Number 2019-1843 , including any and all prior amendments modifying the contract (the contract and all amendments are hereafter collectively referred to as the “Contract”), hereby amend the Contract as follows:

1. The scope set forth in Exhibit A of the Contract is amended as follows:

Additional Tasks required for the completion of Design and Construction of the North Sacramento Hagginwood Library (NSHL). Bidding Assistance and Construction Administration for the duration of the project at such time this contract will be finalized, which shall be billed hourly not-to-exceed (NTE) in the amounts shown. See Attachment 2 to Exhibit A

2. The maximum not-to-exceed amount that is specified in the Contract for payment of Contractor’s fees and expenses is increased by $$98,730.00, and the Contract’s maximum not-to-exceed amount is amended as follows:

Contract’s original not-to-exceed amount: $750,000.00
Net change by previous amendments: .00
Not-to-exceed amount prior to this amendment: $750,000.00 Increase by this amendment: $ 98,730.00
New not-to exceed amount including all amendments: $ 848,730.00

3. Contractor agrees that the amount specified in section 2 above shall fully compensate Contractor under the Contract, as modified by this amendment, including any and all direct and indirect costs that may be incurred by Contractor in connection with such additional and/or revised services, and costs associated with any changes and/or delays in schedules or in the delivery of other services by Contractor.

4. Contractor warrants and represents that the person or persons executing this contract amendment on behalf of Contractor is duly authorized by Contractor to sign this amendment and bind Contractor to the terms hereof.

5. Except as specifically revised herein, all terms and conditions of the Contract shall remain in full force and effect, and Contractor shall perform as required under the Contract, as modified by this amendment.

SUPPLEMENTAL CONTRACT
(Rev. 11-1-19)
Approval Recommended By: Approved As To Form By:

Project Manager City Attorney
Approved By: Attest:
____________________________________
Contractor City Clerk
Approved By:

Ryan Moore, Assistant City Manager
City of Sacramento
Sincerely,
Task Status Description
Submitted to
City Reason
City Accepted
Amount
Calendar Days
Added
6 Accepted*
Bidding Services for NSHL. Billed at
actual hours used with a Not-toExceed (NTE) amount. 1/18/2024 Client Initiated $ 16,530.00 0 7 Accepted*
Construction Administration
Services for NSHL. Billed at actual
hours used with a Not-to-Exceed
(NTE) amount. 1/18/2024 Client Initiated $ 143,120.00 0 2 Items $ 159,650.00 0
Amount Remaining in Existing Contract C2019-1843 $ (60,830.00) Days Amount Added to Contract $ 98,820.00
Original Contract Amount $ 750,000.00
Previous Amendments $ -
Amendment #2 Amount $ 98,820.00
Total Contract Amount: $ 848,820.00
Attachment 2 - PBK Architects- Architectural Services
C2019-1843- Amendment #2
* This Task compensates the vendor, billed monthly at hourly rates for actual hours used for this task and with a not-to-exceed (NTE) amount. Final invoices shall not exceed these amounts as outlined without prior authorization by City Staff.

Total Needed to Complete Ongoing NSHL Project
All changes to the scope are noted below and described further in the Scope Letter.

Page 1 of 1 ends

Sacramento City CouncilOctober 7, 2025

Sacramento City Council
October 7, 2025