Agenda packet — San Carlos City Council, May 23, 2022 (part 9 of 10)

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1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
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CBA

MLKJHGFE
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NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.© 2020 Shah Kawasaki Architects Consultant Architect of Record

EXTERIOR DETAILS
-SECTIONAL DOOR &

WATERPROOFING
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
3" = 1'-0" RE: A8/ A-312
F1 SECTIONAL DOOR HEAD
3" = 1'-0" RE: A1/ A-122
A1 SECTIONAL DOOR SILL
3" = 1'-0" RE: G1/ A-202
A7 SECTIONAL DOOR JAMB
3" = 1'-0" RE: G1/ A-202
A12 SECTIONAL DOOR JAMB @ MTL. PANEL
3" = 1'-0"
F7 BELOW GRADE WATERPROOFING DETAILS
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) "
4/
1 PTD. 3/4" STL. PLATE3/8" JOINT W/ SEALANT & BACKER ROD; TYP.

PRE-FINISH METAL PANEL; TYP.TRACK HOOD BY 4-FOLD DOOR MFR; PTD. TO MATCH STEEL CANOPY; TYP.HOLLO-BOLT AT CENTERLINE OF HSS COLUMN. SIZE AND SPACING PER 4-FOLD DOOR MFR. SLOT DOOR FRAME AS REQ'D. FOR INSTALLATION; TYP.STL. TUBE PROVIDED BY DOOR MFR.GLAZED 4-FOLD DOOR; TYP.

EXTERIOR INTERIOR
PTD. GYP. BD.; TYP.BLOCK'G AS REQ'D.FRAMING AS REQ'D; SSD.HSS 10X6; SSD SAF LAP OVER & UNDER MTL. FLASHING; SHOWN DASHED; TYP.PRE-FINISH METAL FLASHING; SET IN SEALANT; SLOPED TO DRAIN; TYP.PRE-FINISH METAL FLASHING;FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION MTL. FLASHING AXON;
N.T.S.

SEAL TOP OF SAF W/ COMPATIBLE SEALANT; TYP.PRE-FINISH METAL PANEL; TYP.

WRB; SHOWN DASHED; TYP.PLYWOOD SHEATHING; SSDFILL CAVITY W/ BATT INSUL; TYP. (2) ROWS 1/4" TEK SCREW @ 12" O.C.
3 1/2" 3 1/2"
3/8" BENT PLATE
TYP 1/4 2-12
GLAZED 4-FOLD DOOR; TYP.

STL. TUBE PROVIDED BY DOOR MFR.
)
.

F
.

I
.

V
(
"
6 1/
3 1
-
'
1 ±
PTD. 3/4" STL. PLATE; TYP.
1/2" JOINT W/ SEALANT & BACKER ROD; TYP.

HIGH-TEMP SAF; SHOWN DASHED; TYP.

VENEER BRICK; TYP.
(2) ROWS 1/4" TEK SCREW @ 18" O.C.; TYP.
"
8 /
7 6
"
4/
1 3
"
8/
5 3
3/8" JOINT W/ SEALANT & BACKER ROD; TYP.3/8" JOINT W/ SEALANT & BACKER ROD; TYP.HOLLO-BOLT AT CENTERLINE OF HSS COLUMN. SIZE AND SPACING PER 4-FOLD DOOR MFR. SLOT DOOR FRAME AS REQD FOR INSTALLATION; TYP.

SAF; SHOWN DASHED; TYP.

ALIGN
GYP. BD.; TYP. L-TRIM; TYP.

HSS; SSD3/8" BENT PLATE
1/2" JOINT W/ SEALANT

EXTERIOR

INTERIOR
C
"
2/
1 3
"
2/
1 3
TYP 1/4 2-12
1' - 2 1/4" 1' - 2 1/4"
2' - 4 1/2"
ALIGN
3/8" JOINT W/ SEALANT & BACKER ROD; TYP.HIGH-TEMP SAF; SHOWN DASHED; TYP.PTD. 3/4" STL. PLATE; TYP.HSS; SSD3/8" BENT PLATE; TYP.(2) ROWS 1/4" TEK SCREW @ 18" O.C.; TYP.3/8" JOINT W/ SEALANT & BACKER ROD; TYP.GLAZED 4-FOLD DOOR; TYP.HOLLO-BOLT AT CENTERLINE OF HSS COLUMN. SIZE AND SPACING PER 4-FOLD DOOR MFR. SLOT DOOR FRAME AS REQD FOR INSTALLATION; TYP. 1' - 3 5/8"
2 1/2" JOINT W/ SEALANT & BACKER ROD; TYP.STL. TUBE PROVIDED BY DOOR MFR.

VENEER BRICK; TYP.
1/2" JOINT W/ SEALANTSAF; SHOWN DASHED; TYP. EXTERIOR

INTERIOR C
.
$ TYP 1/4 2-12
"
2/1
3"
2/1
3 BLOCK'G AS REQ'D.
1/2"
1/2" SPACER; TYP. 1/2" " 4/
1 9
FILL CAVITY WITH BATT INSULATION; TYP.LINE OF STL. PLATE BELOW; SSD GLAZED 4-FOLD DOOR; TYP.3/8" SEALANT JOINT BEYOND
N
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AD
E
MM
OC
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R
S
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R
F
MR
O
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DR
E
P
P
A
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R
OO
L
F
"6
1/
51 LINE OF STL. PLATE @ JAMB BEYONDSEALANT OVER COMPRESSIBLE FILLER; TYP.FIN. AS SCHEDULED; SCD " 4/ 1 DOOR SWEEP PROVIDED BY 4-FOLD DOOR MFR.CONC. SLAB W/ EASE EDGE C
PTD. GYP. BD.
3/4" STL. PLATEHSS; SSD PLYWD.

SHEATHING; SSD
FRAMING AS REQ'D.

STL. PLATE; SSDCONC. CURB
(

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7*3
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ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

EXTERIOR DETAILS -
4 FOLD DOOR
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
3" = 1'-0" RE: A1/ A-312
E5 TYPICAL 4-FOLD DOOR HEAD
3" = 1'-0" RE: A1/ A-121
A10 TYPICAL 4-FOLD DOOR JAMB
3" = 1'-0" RE: A1/ A-121
A1 TYPICAL 4-FOLD DOOR JAMB @ GRIDLINE 2
3" = 1'-0" RE: A1/ A-312
F1 TYPICAL 4-FOLD DOOR SILL
N.T.S. RE: A1/ A-122
K1 PARTIAL CURB @ 4-FOLD DOOR
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) ) DMS; REVUOL(
" 2-' 1
(LOUVER; SMD)
3' - 0"
PTD. ALUM. LOUVER:

ARCHITECTURAL LOUVER
E2JS OR EQ.; TYP.1/2" SELANT JOINT; TYP.PRE-FINISH METAL FLASHING @ JAMB; TYP.PRE-FINISH METAL FLASHING @ SILL; TYP. +
$
'
$
$
$
TYP.

FILL CAVITY W/ BATT INSULATION; TYP.5/8" GYP. BD.; PTD.; TYP.FRAMING AS REQ'D.; SSD " 4 " 2/ 1 7
6 7/8"
HEADER; SSDCORNER BEAD; TYP.J-MOLDING; TYP.DOW 758 INTERIOR SEAL & BACKER ROD; TYP.ANGLE AS REQ'D PER MFR'S

RECOMMENDATION (SEE

ALSO MFR'S INSTALLATION
REQUIREMENTS.)
ALUM. INSECT SCREEN; TYP.

VENEER BRICK; TYP.1" MIN. WIDE AIR SPACE; TYP.2" RIGID INSULATION; TYP.SEISMIC ANCHORS AS REQ.'D; SSDWRB; SHOWN DASHED; TYP.SELF-ADHERED MEMBRANE FLASHING LAP OVER & UNDER GSM FLASHING; SHOWN DASHED; TYP.PLYWOOD SHEATHING; SSDNOTCH PLYWOOD AS SHOWN GSM FLASHING;TYP.SEAL JOINT W/ COMPATIBLE SEALANT; TYP.MORTAR TRAP CAVITY DRAINAGE BY HOHMANN & BARNARD OR EQ.; TYP.NOTCH BRICK AS REQ'D. SET IN THIN MORTAR BEDGALV. 6X4X1/2 ANGLE; ATTACHED WITH S.S.1/4"X3 1/2" GALVANIZED COUTNERSUNK SCREW @ 12" O.C.& 4" MAX FROM EA. END OF ANGLE;

ALL EXPOSED EDGE TO BE PAINTED
W/ HIGH PERFORMANCE COATING; SEAL EDGE BTWN. ANGLE & ALUM. JAMB FLASHING; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.PTD. ALUM. LOUVER; TYP.LINE OF FLASHING @ WINDOW JAMB BEYOND 6 7/8" 4"
SHIM AS REQ'D.
6 7/8"
DOW 758 INTERIOR SEAL & BACKER ROD; TYP.J-MOLDING; TYP.CORNER BEAD; TYP.ANGLE AS REQ'D PER MFR'S RECOMMENDATION (SEE ALSO MFR'S INSTALLATION REQUIREMENTS.)FRAMING AS REQ'D.; SSDFILL CAVITY W/ BATT INSULATION; TYP.PTD. 5/8" GYP. BD.; TYP.

ALUM. INSECT
SCREEN; TYP.

PTD. ALUM. LOUVER; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.PRE-FINISH .060 ALUM. PAN FLASHING W/ END DAM & REAR LEG, SET IN COMPATIBLE SEALANT;SLOPED TO DRAIN; TYP.SAF; SHOWN DASHED; TYP.SEISMIC ANCHORS AS REQ.'D; SSDWEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.BRICK VENEER; TYP..2" RIGID INSULATION INSTALLED TIGHT TO WRB; TYP.

PALREVO. NI M" 1
6 7/8"
" 2/ 1

LINE OF SILL FLASHING BELOW
BRICK VENEER; TYP.
" 8/ 7 6
. NI M" 1
SEALANT & BACKER ROD; TYP.
1/2"; TYP.
" 4/ 1 9
CORNER BEAD; TYP.J-MOLDING; TYP.PTD. ALUM. LOUVER; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.SAF LAP OVER & UNDER ALUM. FLASHING; TYP.2" RIGID INSULATION; TYP.WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.PRE-FINISH .040 ALUM. INNER FLASHING; TYP.PRE-FINISH .040 ALUM. OUTTER FLASHING; TYP.

ANGLE AS REQ'D PER MFR'S
RECOMMENDATION (SEE ALSO MFR'S INSTALLATION REQUIREMENTS.) METAL PANEL; TYP.2" RIGID INSULATION; TYP.SAF LAP OVER & UNDER METAL FLASHING; TYP.

FILL CAVITY W/ BATT INSULATION; TYP.5/8" GYP. BD.; PTD.; TYP.FRAMING AS REQ'D.; SSD WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.

CORNER BEAD; TYP.J-MOLDING; TYP.DOW 758 INTERIOR SEAL & BACKER ROD; TYP.

ANGLE AS REQ'D PER MFR'S

RECOMMENDATION (SEE

ALSO MFR'S INSTALLATION
REQUIREMENTS.)
ALUM. INSECT SCREEN; TYP.

PRE-FINISH .040 ALULM.INNER FLASHING; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.PTD. ALUM. LOUVER; TYP. 3" 1 1/2"
Z-GIRT; TYP.PRE-FINISH .040 ALUM. OUTER FLASHING; SLOPED TO DRAIN; TYP. " 8/ 3 4 1/2" 4"
SHIM AS REQ'D.

SEALANT; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.SAF; SHOWN DASHED; TYP.WRB; SHOWN DASHED; TYP.2" RIGID INSULATION; TYP.METAL PANEL; TYP.

ALUM. INSECT
SCREEN; TYP.

DOW 758 INTERIOR SEAL & BACKER ROD; TYP.

ANGLE AS REQ'D PER

MFR'S RECOMMENDATION
J-MOLDING; TYP.CORNER BEAD; TYP.FRAMING AS REQ'D.; SSDFILL CAVITY W/ BATT INSULATION; TYP.PTD. 5/8" GYP. BD.; TYP.

PTD. ALUM. LOUVER; TYP.PRE-FINISH .060 ALUM. PAN FLASHING W/ END DAM & REAR LEG, SET IN COMPATIBLE SEALANT; TYP. 3" 1 1/2"
RIVET & SEALANT BY PANEL MFR.; RIVET COLOR TO MATCH PAN FLASHING FINISH; TYP.Z-GIRT; TYP.FASTENER AS REQ'D. BY PANEL MFR.; TYP. 1/2" PLYWOOD SHEATHING; SSD
2" RIGID INSULATION; TYP.
1/2" JOINT W/ SEALANT & BACKER ROD; TYP.

PTD. 5/8" GYP. BD.; TYP.FRAMING AS REQ'D.; SSDFILL CAVITY W/ BATT INSULATION; TYP.1/2" PLYWOOD SHEATHING; SSDWEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.

CORNER BEAD; TYP.J-MOLDING; TYP.
3"
PTD. ALUM. LOUVER; TYP.

SAF LAP OVER & UNDER MTL. FLASHING; TYP.FASTENER AS REQ'D BY METAL PANEL MFR.; TYP.PRE-FINISH VERT. METAL PANEL; TYP.PRE-FINISH .040 ALUM. INNER FLASHING; TYP.PRE-FINISH .040 ALUM. OUTTER FLASHING; TYP.

ANGLE AS REQ'D PER MFR'S
RECOMMENDATION (SEE ALSO MFR'S INSTALLATION REQUIREMENTS.) T.O. VENEER BRICKSEE ELEVATIONS " 2
6 7/8"
" 4/ 1 1 ±
WRB; SHOWN DASHED; TYP.METAL PANEL; TYP.3" Z-GIRT; TYP.SELF-ADHERED MEMBRANE FLASHING; SHOWN DASHED; TYP.FIELD FABRICATED 2-PIECE METAL FLASHING; SEE ALSO DETAIL A12/A-516HSS STUB W/ CAP PLATE TO MATCH SIZE AN DEPTH OF CHANNEL;SSD; PROVIDE WATERTIGHT SHOP FABRICATED ASSEMBLY. PRE-FINISH .040 ALUM. FLASHING; NOTCH AS REQ'D TO ACCOMMODATE SADDLE FLASHING;
SEE ALSO AXON ABOVESEALANT; TYP.BRICK VENEER; TYP.WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.

DSS; LENNAHC. LTS. DTP
FIELD FABRICATED 2-PIECE FLASHING; SEE ALSO DETAIL A12/A-516(NOTE: PROVIDE BITUMINOUS PAINT AT SADDLE FLASHING OR MEANS TO PREVENT GALVANIC ACTION BTWN. DISSIMILAR METALS.)
PRE-FINISH .040 ALUM. FLASHING; TYP.SEAL ALL JOINTS BTWN. SADDLE FLASHING & SILL FLASHING 100% WATERTIGHT; TYP. MTL. FLASHING AXON; N.T.S.FRAM'G AS REQ'D.; SSD
(

1 (. *38*) &7(-.9*(9
7*3 ª
ª
89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

EXTERIOR DETAILS -
LOUVER
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1 1/2" = 1'-0" RE: G1/ A-202
A1 LOUVER ELEVATION (@ WEST FACADE)
3" = 1'-0" RE: A9/ A-313
H1 TYPICAL LOUVER HEAD
3" = 1'-0" RE: A9/ A-313
D1 TYPICAL LOUVER SILL
3" = 1'-0" RE: A1/ A-515
A7 TYPICAL LOUVER JAMB
3" = 1'-0" RE: A1/ A-202
J12 LOUVER HEAD @ METAL PANEL WALL
3" = 1'-0" RE: A1/ A-202
E12 LOUVER SILL @ METAL PANEL WALL
3" = 1'-0" RE: A1/ A-202
A12 LOUVER JAMB @ METAL PANEL WALL
3" = 1'-0" RE: A1/ A-516
E7 CANOPY/WALL TRANSITION
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) 7' - 2"
4 B C
1" 7' - 0" 1"
CL
CL
5' - 1 1/2"
CANOPY ABOVE: C8X18.75
CANOPY HSS ABOVE: HSS 5X5; SSDMETAL DECK ABOVE; ;SHOWN LIGHT GRAY HATCHBRICK VENEER; TYP. 2"

ENTRY BATHROOM EXERCISE
ROOM
F.O. STOREFRONT
CANOPY HSS ABOVE: HSS 8X6X1/4
CL STL. CHANNEL CL STL. CHANNEL CL STL. CHANNEL CL STL. CHANNEL

EQ EQ EQ
CL
STL. CHANNEL
CL
STL. CHANNEL
CL
STL. CHANNEL
1 .

Q
E
1 .

Q
E
MITRED CORNER; TYP.
+
$
/
$
-
$
$
$
STL. CHANNEL PENETRATION
ABOVE; TYP.
$
+
B.4
8' - 6"
"
2/
1 1
1 -
'
3 12' - 3"
"
2 /
1 1
-
'
5 "
6 -
'9
(
$
CANOPY ABOVE; TYP.
$
-
FLASH'G @ CANOPY
CORNER
ABOVE
PTD. METAL DECK:

AEP-SPAN: MINI-V-BEAM; 20
GA.; ZINCALUME PLUS OR EQ.(COATING TO BE APPLIED TO TOP AND BOTTOM; TYP.)PTD. C8X18.75; TYP.PTD. C4X7.25; TYP.FACE OF EXT. FIN. WALL 1" 2"
"
2/
1 1
NOTE: ALL EXPOSED STEEL CHANNELS TO BE COATED W/ HIGH PERFORMANCE COATINGLINE OF C8X18.75 IN FOREGROUND; SHOWN DASHED; TYP. 1"
CORNER OF EXT. WALL BEYOND
CL STL.

CHANNEL
CL STL.

CHANNEL

EQ EQ EQ
)
D
N
O
Y
E
B
5 X
5 S
S
H
(
"
5 -
$
PTD. C8X18.75; TYP.LINE OF C8X18.75 IN FOREGROUND; SHOWN DASHED; TYP.NOTE: ALL EXPOSED STEEL CHANNELS TO BE COATED W/ HIGH PERFORMANCE COATING CL STL.

CHANNEL
CL STL.

CHANNEL
EQ EQ
4"; TYP.
4"; TYP.
2-PIECE SADDLE FLASHING N.T.S.

PLYWOOD SHEATHING; SSDWRB; SHOWN DASHED; TYP.SAF; SHOWN DASHED; TYP.FIELD FABRICATED 2-PIECE 24 GA. GSM SADDLE FLASHING, MECHNICALLY FASTEN & SOLDER ALL JOINTS 100% WATERTIGHTSTEEL CHANNEL; SSD1/2" JOINT W/ SEALANT & BACKER ROD; TYP.BLOCK'G AS REQ'D.

NOTE: 1. EXT. FINISH MATERIAL NOT SHOWN FOR DRAWING CLARITY.2. SEE DETAIL E12/- FOR CHANNEL WITH STEEL PLATE CAP INFORMATION.

PRIME METAL PER SEALANT MFR'S REQUIREMENTS; TYP.
6"
PTD. STEEL CHANNELPTD. STEEL PLATE (SHOWN IN LIGHT GREY); WELDED TO STEEL CHANNEL; 100% WATERTIGHT; TYP. ALIGN W/ F.O. FIN.

METAL PANEL
SAF LAP OVER GSM FLASHING; TYP.

WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.

FLEXIBLE SAF; SHOWN DASHED; TYP.1/2" PLYWOOD SHEATHING; SSD 24 GA GSM SADDLE FLASHING; MECHANICALLY FASTEN & SOLDER ALL JOINTS 100% WATERTIGHT; TYP. 3" LAP
3" LAP
4"; TYP.
.

P
YT
;
"
4 GSM SADDLE FLASHING AXON; N.T.S. 1/2" JOINT W/ SEALANT & BACKER ROD; TYP.

VENEER BRICK; TYP.(SEE DETAIL F1/A-501 FOR TYPICAL ASSEMBLY.) 5X5 STL TUBE; SSDCANOPY SUPPORT; SSD3/8" JOINT W/ SEALANT & BACKER ROD; TYP.

SAF LAP OVER GSM FLASHING; TYP.WEATHER-RESISTANT BARRIER; SHOWN DASHED; TYP.FRAMING AS REQ'D; SSD CL
CL
HSS & 2X10 FRAMING
HSS & 2X10 FRAMING
(

1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

EXTERIOR DETAILS -
CANOPY
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/2" = 1'-0"
A1 ENTRY CANOPY PLAN
3" = 1'-0" RE: J1/ A-502
H1 ENTRY CANOPY SECTION
3" = 1'-0" RE: A1/ A-516
L1 ENTRY CANOPY SECTION (N-S)
3" = 1'-0" RE: A1/ A-516
A12 TYP. CANOPY CHANNEL FLASHING DETAIL
E12
N.T.S.

CHANNEL W/ STL PLATE DETAIL
3" = 1'-0" RE: A1/ A-516
H11 HSS PENETRATION FLASHING DETAIL
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

SECOND FLOOR
17'-0"

GROUND FLOOR
0'-0"
T.O. BRICK
10'-0 3/4"
ROOF SPRING PT.
"
4 /
32 -
'1
FLR./CLG. ASSMEBLY
FIRE RISER/ WALL PENETRATION (G.C. TO CONFIRM HT. & RISER SIZE.) 1 ± 2' - 1"
CL VERT. MTL. PANEL &

FIRE RISER
FIRE RISER/ WALL PENETRATION AT SECOND FLOOR(G.C. TO CONFIRM HT. & RISER SIZE.) )M
R
IF
NO
C
O
T
.

C
.

G
(
"
6 -
'
01 ±
)M
R
IF
NO
C
O
T
.

C
.

G
(
"
0 -
'
51 ±
FIRE RISER BRACING; SEE F7/-; TYP.FIRE RISER BRACING; SEE F5/-; TYP.METAL PANEL; TYP.VENEER BRICK; TYP. 25'- 0 7/8"
2X WOOD DECKINGPTD. 1X RED CEDAR TRIM
-
$
CL

FIRE RISER BRACING
METAL PANEL; TYP.

LINE OF FIRE RISER IN FOREGROUND; SHOWN DASHED; TYP.

FIRE RISER BRACING; TYP.

CUTOUT AS REQ'D.
.

D
'
Q
ER
S
A
T
U
O
T
UCCUTOUT AS REQ'D.

CL 4" DIA. FIRE RISER & METAL PANEL
$
$
CL 4" DIA. FIRE RISER & METAL PANEL
METAL PANEL; TYP.4" DIA. FIRE RISER CLAMP AS REQ'D BY SPRINKLER INSTALLER1" DIA. SCH. 40 STEEL PIPE BY SPRINKLER INSTALLER AS REQUIRED (±5")
CUT 1 1/2" HIGH SLOT OPENING TO ALLOW BRACE MOVEMENT
BLOCKING AS REQ'D.; SSDBRACE ATTACHMENT BY SPRINKLER INSTALLER

THRU BOLT DIAMETER TO FIT BRACE
ATTACHMENT (1/2" DIA. MIN.); SEAL ALL
PENETRATION 100% WATERTIGHT
1/2" PLYWD. SHEATHING; SSD
AS REQUIRED (±5")
CUT 1 1/2" HIGH SLOT OPENING TO ALLOW BRACE MOVEMENT

Z-GIRT AS OCCURS
"
2/
1 4
"
8/
7 6

LINE OF VENEER BRICK WALL BELOW
NOTE: GC TO COORDINATE BRACE AND PANEL ATTACHMENT LOCATIONS 1 ± 2' - 1"
FRAMING AS REQ'D.; SSDWRB; SHOWN DASHED; TYP.
9" MIN. STRIP OF SAF CENTERED AT PENETRATION; SHOWN DASHED; TYP. .

F
.

I
.

V
;
"
3 AR(
ETF
S
; R
) DS
1 1
8/ 7 "
A

SPRING POINT
8'-0 7/8" A.F.F.

UO(
RT
GGI
RE
SS
;
) D
1 7
4/
"
PTD. 1X RED CEDAR TRIM
2X T&G DECKINGFIRE RISER BRACING AS REQ'D.FIRE RISERMETAL PANEL NOTE: 1. INSULATION MATERIALS NOT SHOWN FOR DRAWING CLARITY.2. ALL EXPOSED STL. TO BE PAINTED W/ HIGH PERFORMANCE COATING.

PLYWOOD SHEATHING; SSDZ-GIRT AS OCCURSMTL. PANEL; TYP.SAF; SHOWN DASHED; TYP.WRB; SHOWN DASHED; TYP.FIELD FABRICATED 2-PIECE 24 GA. GSM SADDLE FLASHING, MECHNICALLY FASTEN & SOLDER ALL JOINTS 100% WATERTIGHTHSS; SSDPTD. STEEL PLATE; SSD PTD. STEEL CHANNEL CANOPY; SSD
1/2" JOINT W/ SEALANT & BACKER ROD; TYP.

PRIME METAL PER SEALANT MFR'S REQUIREMENTS; TYP.

FABRICATE MTL. PANEL AS SHOWN
4"; TYP.
4"; TYP.
2-PIECE SADDLE FLASHING N.T.S.
(

1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

EXTERIOR DETAILS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/2" = 1'-0" RE: F5/ A-517
A1 FIRE RISER ELEVATION
3" = 1'-0"
F5 FIRE RISER BRACING ENLARGED ELEVATION
A5
3" = 1'-0"

FIRE RISER BRACING DETAIL
1 1/2" = 1'-0" RE: A1/ A-517
J5 FIRE RISER/ WALL TRANSITION CONCEPT DIAGRAM
3" = 1'-0" RE: A1/ A-516
J9 CORNER FLASHING @ CANOPY
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) EXT. FINISH AS REQ'D.
1/2" PLYWD. SHEATHING; SSD2X FRAMING AS REQ'D.; SSD(FILL CAVITY WITH BATT INSULATION; TYP.)

SEE ELEVATIONS & DETAILS
VARIES;
WRB; SHOWN DASHED; TYP.1/2" JOINT W/ SEALANT & BACKER ROD; TYP.CONDUIT PENETRATIONWEATHER TIGHT ELECTRICAL BOX; TYP.

ALIGN
SELF-ADHERED MEMBRANE FLASHING; TWO LAYERS STAR-CUT; MIN. 3" LAP ONTO SHEATHING/WRB; SHOWN DASHED; TYP. (SEE ALSO DETAIL A1/A-518)BLOCK'G AS REQ'D. 2" MIN.
. NI M" 3
NOTE: THIS CONDUIT PENETRATION DETAIL IS APPLICABLE TO LIGHT FIXTURE, CAMERA, EXT. RECEPTACLES, SWITCHES, SPRINKLER BELL ,DOOR BELL AND ANY OTHER EXTERIOR FIXTURE THAT IS ATTACHED DIRECTLY TO AN ELECTICAL BOX.

ALIGN
LIGHT FIXTURE, CAMERA, SPRINKLER BELL AS OCCURS; SHOWN DASEHD; TYP. . NI M" 3
NOTE: CONTRACTOR TO PROVIDE SUBFRAMING/ BLOCK'G AS NECESSARY TO PROPERLY SECURE J-BOX & FIXTURE

DIAMETER
PENETRATION 3" MIN.
" 3 " 3
PIECE "A" BENEATH PIECE "B"
PENETRATION CIRCUMFERENCE LAP 3" MIN.
. NI M" 3 . NI M" 3 PIECE "A"
PIECE "B"

ELEVATION SECTION

PUSH PLATE, DOOR BELL & CARD READER
911 PHONE, MAILBOX &RECEPTACLE
PROXIMITY CARD READER & KEYPAD; SED
PTD. STEEL PLATE; SHOWN HATCHED IN GREY

DOOR BELL

ADA COMPLIANT PUSH

PLATE W/ CBC COMPLIANT INTERNATIONAL SYMBOL OF ACCESSIBILITY WALL MOUNTED 911 EMERGENCY PHONE; COORDINATE W/ ALERTING SYSTEM CONTRACTORSTOREFRONT ENTRY DOOR SYSTEM1/4" REVEAL AROUND MAIL BOX; SEE DETAIL F1/A-501CBRICK MASONRY; TYP.

SEALANT JOINT BTWN. METAL PANEL & BRICK; TYP.

MAIL BOX; SEE SPEC.

GALV. STEEL ANGLE AT HEAD OF VENEER BRICK CUTOUT;SHOWN DASHED; TYP.

FLUSH MOUNT, WEATHER RESISTANT/ TAMPER RESISTANCE ELECTRICAL OUTLET RECEPTACLE; SED. 4 3' - 11 1/2" 7 3/8"
F.O. STOREFRONT F.O. BRICK
ALIGN
ALIGN
ENOHP119 FOTRAP ELBAREPO. XAM" 0-' 4
)
$
$
$
FLASHING @ MAIL BOX

QE QE QE

1. PROVIDE FASTENER AS SHOWN:#8 SCREW MIN. @ 18" O.C. MAX.4" MAX. FROM EA. END; PTD. TO MATCH STL. PLATE & COUNTERSUNK.2. PROVIDE BLOCK'G AS REQ'D AT ALL FASTENER LOCATIONS. 2' - 1 3/16"
PUSH

TO OPEN
1' - 3 7/8"
± 1 3/4"
2"
1' - 0" 2' - 4"
2" " 3-' 1
PTD. STEEL PLATE
BRICK MASONRY; TYP.GENERAL NOTE:CONTRACTOR TO COORDINATE REQUIRED DEPTH FOR ALL ITEMS ON THIS WALL. PROVIDE FRAMING & WATERPROOFING AS REQUIRED TO ACCOMMOCATE ALL DEPTH. SEE DETAIL A13/- FOR REFERENCE " 8/ 3 1 ±

PARTIAL ELEVATIONPARTIAL PLAN
FILL CAVITY W/ BATT INULT.; TYP.PLYWOOD SHEATHING; SSDFRAM'G AS REQ'D.; SSD HSS; SSDMAILBOX AS OCCURS; SEE ELEVATION
HSS; SSDFRAM'G AS REQ'D.ENTRY STOREFRONT
" 3
" 3-' 3
3 1/2"
HELP
5 7/8"
(V.I.F.)
3"
ALIGN
. PYT" 4/ 1
4 3/4"
). NI M' 3(
. PYT; " 4
WRB; SHOWN DASHED; TYP.PTD. 1/8" STEEL PLATE; TYP.SELF-ADHERED MEMBRANE FLASHING: SHOWN DASHED; TYP.22 GA. GSM SADDLE FLASHING; MECHANICAL FASTEN & SEAL ALL JOINTS 100% WATERTIGHT; TYP.3/8" JOINT W/ SEALANT & BACKER ROD; TYP.MAILBOXBLOCK'G AS REQ'D.SAF BEHIND SADDLE FLASHING; SHOWN DASHED; TYP.NOTE: DO NOT COVER BOTTOM EDGE OF 911 PHONE AS OCCURS; SHOWN DASHED; TYP.(VERIFY DEPTH OF 911 PHONE; NOTCH PLYWOOD AS REQ'D. FOR PROPER INSTALLAITON AND WATERPROOFING.)SADDLE FLASHING, ALLOW TO WEEP; FACE SEAL ALL UNCOVRED PENTRATIONS THROUGH BOX W/ SEALANTPLYWOOD SHEATHING; SSD AS REQ'D.

HEADER ;SSDSILLINFILL FRAMING AS REQ'D.

ALIGN
" 4 " 4
4 3/4"
VENEER BRICK; TYP.1" MIN. WIDE AIR SPACE; TYP.SEISMIC ANCHORS AS REQ.'D; SSDWRB; SHOWN DASHED; TYP.SELF-ADHERED MEMBRANE FLASHING LAP OVER & UNDER GSM FLASHING; SHOWN DASHED; TYP.GSM FLASHING;TYP.MORTAR TRAP CAVITY DRAINAGE BY HOHMANN & BARNARD OR EQ.; TYP.NOTCH BRICK AS REQ'D. SET IN THIN MORTAR BEDGALV. 4X3 1/2X5/16 ANGLE, EXTEND 6" MIN. BEYOND OPENING EA. SIDE; ATTACHED WITH S.S.1/4"X3 1/2" S.S.

COUTNERSUNK SCREW @ 12" O.C.& 4" MAX FROM EA. END OF ANGLEPTD. 1/8" STEEL PLATE; TYP.WRB; SHOWN DASHED; TYP.PLYWOOD SHEATING; SSD.4X STUD WIDTH BLK'G PER STRUCTURAL PLAN NOTE; SSD SAF; SHOWN DASHED; TYP.PRE-FINISH .040 ALUM. SADDLE FLASHING; COLOR TO MATCH WALL PANEL; TYP.3/8" JOINT W/ SEALANT & BACKER ROD; TYP.SOLID RED CEDAR BLOCK'G AS REQ'D.; CONTRACTOR'S OPTION TO PROVIDE ALT. SUPPORT
SAF; SHOWN DASHED; TYP.WRB; SHOWN DASHED; TYP.FOLD PANEL AS SHOWN AT EDGE; TYP.
3/8" JOINT W/ SEALANT & BACKER ROD; TYP.(COLOR TO MATCH PANEL AS CLOSE AS POSSIBLE)S.S. STRAP; TYP.3' DIA. DOWNSPOUT; PTD.; TYP.PTD. METAL PANEL; TYP.WRB; SHOWN DASHED; TYP.

NOI TACI RBAF OT ROI RP
TCETI HCRA/ W. MI D WEI VER
4"; TYP. 4"; TYP.

SADDLE FLASHING AXON.; N.T.S.

NOTE: SEPARATE SS STRAP FROM ALUM. SADDLE FLASHING TO PREVENT GALVANIC ACTION. 4" 4"
" 1
CL
PIPE
SELF-ADHERED MEMBRANE FLASHING: GCP PERM-A-BARRIER WALL FLASHING; TWO LAYERS STAR-CUT; MIN. 3" LAP ONTO SHEATHING/WRB; SHOWN DASHED; TYP.(SEE ALSO DETAIL A1/-) PLYWOOD SHEATHING; SSDWRB; SHOWN DASHED; TYP.1/2" JOINT W/ SEALANT & BACKER ROD;; TYP.RIGID INSULATION AS OCCURSFINISH AS REQ'D.; SEE ELEVATIONS (

1 (. *38*) &7(-.9*(9
7*3 ª
ª
89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

EXTERIOR DETAILS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
G1
6" = 1'-0"
ELECTRIC BOX @ EXT. WALL DETAIL
A1
N.T.S.

STAR-CUT FLASHING DIAGRAM
1" = 1'-0" RE: A1/ A-313
A7 PARTIAL ELEVATION @ ENTRY
3" = 1'-0" RE: A7/ A-518
A13 MAILBOX FLASHING DETAIL
3" = 1'-0" RE: A7/ A-518
F13 BRICK ANGLE SUPPORT @ CUTOUT
3" = 1'-0"
J7 DOWNSPOUT-HANGER DETAIL
K13
3" = 1'-0"
PIPE PENETRATION AT EXT. WALL
P1
P1
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) 5' - 0" 8T @ 11" = 7' - 4" 20T @ 11" = 18' - 4"
DN DN
SECOND LEVELEL.=+17'-0"INTERMEDIATE LANDINGEL.=+17'-0"
"
6 1/
3 1
-
'
5 =
"

8. 6
@R
9 GROUND LEVELEL.=+0'-0"
"
6 1
/
3 1
0 1
-
'
1 1
=
"
8 .
6 @
R
1 2
A
PTD. MC8X8.4 STRINGER; TYP. (STAIR CONTRACTOR TO CONFIRM)PTD. STEEL CHECKER PLATE TREAD & RISER; TYP.

PTD. STEEL CHECKER PLATE TREAD & RISER; TYP.PTD. STL. CHANNEL STRINGER; TYP.

T.O. G'RAILEL.=+20'-6"
"
6 -
'
3 PTD. HSS; SSD
HANDRAIL: PTD. STL. PIPE; TYP.
"
0 1
-
'2
GUARDRAIL: PTD. 2X2 STL. TUBE RAIL BY "AMERICAN STAIR" OR EQ.; TYP. 1' - 0"
HANDRAIL: PTD. 1 1/2" O.D. STL. PIPE BY "AMERICAN STAIR" OR EQ.; TYP. 5' - 0" 6' - 3" 8T @ 11" = 7' - 4"
SECOND LEVELEL.=+17'-0"INTERMEDIATE LANDINGEL.=+17'-0"
"
6 1/
3 1
-
'
5 =
"
8 .6
@R
9 GROUND LEVELEL.=+0'-0"
"
6 1
/
3 1
0 1
-
'
1 1
=
"
8 .
6 @
R
1 2
T.O. G'RAILEL.=+20'-6"
"
6 -
'
3 HANDRAIL: PTD. 1 1/2" DIA. S.S. PIPE; TYP.

STAIR PLANSTAIR N. ELEVATIONSTAIR SECTION A-A

EDGE OF BUILDING BEYOND
A A
PTD. STL. CHECKER PLATE LANDINGPTD. STEEL CHECKER PLATE TREAD & RISER; TYP.PTD. STL. CHANNEL STRINGER; TYP. GUARDRAIL: PTD. RAIL BY "AMERICAN STAIR" OR EQ.; TYP.

PTD. HSS; SSD
"
6 -
'
3 "
6 1/
3 1
-
'
5 =
"
8 .6
@R
9 "
6 1
/
3 1
0 1
-
'
1 1
=
"
8 .
6 @
R
1 2
"
0 1
-
'2
1' - 0"

BRICK LINE BELOW
$

$
TYP.
'

TYP.
"
2 $

A.6 B B.4
1' - 1"
5' - 9"
3' - 4 1/4" 3' - 5 1/2"
15' - 0" 8' - 6"

CL CL POST
POST
2' - 2 5/8"

CL DOOR
'
$

TYP.
1 "
1" 11"
)
C
B
C
R
E
P.

X
A
M
"
7 (
N
A
L
P
E
E
S
STRINGER2" COLOR CONTRASTING STRIP PER CBC @ EA. TREAD; TYP.

RAISED CHECKER PLATE TREAD; 1/8" FORMED CHECKER PLATE PER ASTM A-1011A; TYP.
(BOD: AMERICAN STAIR CHECKER PLATE SAFETY TREAD)14 GA TYPE "L" RISER; TYP.(BOD: AMERICAN STAIR) 1 1/2"
P
Y
T
;
"
0 1
-
'
2 1 1/2" STL. TUBE HORIZONTAL & VERTICAL RAILS; PTD.; TYP.1 1/2" O.D. S.S. HANDRAIL; TYP.3/4" DIA. BRACKET AS REQ'D.; PTD.; TYP.RAISED CHECKER PLATE TREAD; 1/8" FORMED CHECKER PLATE PER ASTM A-1011A; TYP.
(BOD: AMERICAN STAIR CHECKER PLATE SAFETY TREAD)PTD. MC10X8.4 STRINGER; TYP.1/4" STIFFENER PLATE @ EVERY VERT. POST WELDED TO STL. CHANNEL; PTD; TYP. 1 1/2"
C
B
C
R
E
P
T
HGI
E
H
L
I
AR
D
R
A
U
G.

X
A
M
"
2 4
.

P
YT
;
"
6 -
'
3 .

P
YT
;.

C
BC
R
E
P
"
4 <
G
NIN
E
P
O
LI
AR
D
R
A
UG
LINE OF EXT. WALL
MTL. PANEL VENEER BRICK2"
4 3/8"
"
4 <G
N
I
N
E
PO
11"
5'-0" (N.T.S.)
1/8' CHECKER PLATE DECK; TYP.14 GA. Z- STIFFENER BY STAIR MFR.; TYP.

MC10X8.4 STRINGER; TYP.STL. CHANNEL BY STAIR MFR.; TYP.

RAISED CHECKER PLATE TREAD; TYP.
2" COLOR CONTRASTING STRIP PER CBC; TYP.

PTD. HSS; SSD
1' - 1"
WRB; SHOWN DASHED; TYP.METAL PANEL; TYP.3" Z-GIRT; TYP.SELF-ADHERED MEMBRANE FLASHING; SHOWN DASHED; TYP.FIELD FABRICATED 2-PIECE METAL FLASHING; SEE ALSO DETAIL A12/A-516FABRICATE PANEL AS SHOWN 1/2" JOINT W/ SEALANT & BACKER ROD; TYP.

D
S
S
;
S
S
H
.

D
T
P
STL. PLATE; SSDPTD. END PLATE; SSDSTL. ANGLE; SSDSELF-ADHERED MEMBRANE FLASHING; SHOWN DASHED; TYP.PLYWOOD SHEATHING; SSDHSS; SSD (

1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

EXTERIOR DETAILS -

NORTH STAIR
$

SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/4" = 1'-0"
A1 EXTERIOR STAIR PLAN, SECTION & ELEVATION
N.T.S. RE: A1/ A-519
J9 TYPICAL TREAD
1 1/2" = 1'-0" RE: A1/ A-519
D9 TYPICAL STAIR SECTION
1 1/2" = 1'-0" RE: A1/ A-519
A9 INTERMEDIATE LANDING DETAIL
3" = 1'-0" RE: A1/ A-519
D13 FLASHING @ EXT STAIR SUPPORT
SHEET NOTES1. BASIS OF DESIGN: AMERICAN STAIR2. FINAL STAIR DESIGN TO BE DEFFERED SUBMITTAL. CONTRACTOR TO SUBMIT SHOP DRAWINGS AND CALCULATIONS INCLUDING CONNECTIONS TO SUPPORT STRUCTURE AND FOUNDATIONS, INDICATING COMPLIANCE WITH APPLICABLE CODES.

3. ALL EXPOSED STEEL TO BE COATED WITH HIGH PERFORMANCE COATING.

P1
P1
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) RIDGE COVER BY ROOFING MFR; TYP.

RIVIET AS REQ'D. BY ROOFING MFR; TYP.BUTYL TAPE; TYP.ZEE CLOSURE BY ROOFING MFR; TYP.

PANEL SUPPORT AS REQ'D BY ROOFING MFR; TYP.

PRE-FINISH STANDING SEAM MTL. PANEL; TYP.BUTYL TAPE; TYP.HIGH-TEMP SAF; SHOWN DASHED; TYP.FASTENER AS REQ'D; TYP.PLYWOOD SHEATHING; SSDBLOCK'G AS REQ'D.RIGID INSUL.; TYP. 10" (N.T.S.)
90 DEGREE HAND CRIMP
A
A
FIELD NOTCH ZEE CLOSURE AT RIBNON-SKINNING BUTYL SEALANT APPLIED TO ENDS OF ZEE CLOSUREBUTYL TYPE BY ROOFING MFR.INSTALLATION NOTE: CLOSE HEM OF PANELS TIGHTLY TO

ALLOW NOTCHED ZEE CLOSURE

TO FIT TIGHTLY TO PANEL
SECTION A-ANOTE: SEE ALSO ROOFING MFR'S INSTALLTION GUIDE.

HIGH-TEMP SAF; SHOWN DASHED; TYP.PANEL SUPPORT AS REQ'D BY ROOFING MFR; TYP.FASTENER AS REQ'D; TYP.PLYWOOD SHEATHING; SSD BLOCK'G AS REQ'D.

BUTYL TAPE; TYP.

RIGID INSUL.; TYP.

PRE-FINISH STANDING SEAM MTL. PANEL; TYP.
2X T&G; TYP.
3/8"X12" LONG BEAD OF NON-SKINNING BUTYL SEALANT ON TOP OF PANEL'S MALE LEG; TYP.3/8" BEAD OF NON-SKINNING BUTYL SEALANT APPLIED TO SIDE OF PANEL'S MALE LEG; TYP.

PANCAKE HEAD FASTENER @ 12" O.C.; TYP.GUTTER STRAP @ EVERY OTHER RIB; TYP.

PRE-FINISH METAL GUTTER; TYP.

CONT. CLIP; TYP.PRE-FINISH .040 ALUM. FLASHING; TYP.

HIGH-TEMP SAF; SHOWN DASHED; TYP.
6"
"
2/1
5 4"
"
1 "
5 "
1 ALTERNATE GUTTER PROFILE
NOTES: 1. SEE DETAIL E1/- FOR CONDITION @ OUTRIGGER/ PURLIN.2. SEE ALSO ROOFING MFR'S INSTALLTION GUIDE.

CLEARANCE FOR THERMAL MOVEMENT
BUTYL TAPE; TYP.1/8" POP RIVETS @ 12" O.C.; TYP.RECEIVER TRIM BY MTL. ROOF MFR.; TYP.ANGLE TRIM BY MTL. ROOF MFR.PANCAKE HEAD FASTENER @ 12" O.C.; TYP.

NON-SKINNING BUYTL SEALANT OVER ALL FASTENER; TYP.PRE-FINISH STANDING SEAM MTL. PANEL; TYP. "
4 RAKE TRIM BY MTL. ROOF MFR.PRE-FINISH .040 ALUM. FLASHING; TYP.HIGH-TEMP SAF; DASHED; TYP.CONT. CLEAT; TYP.

HIGH-TEMP SAF; SHOWN DASHED; TYP.PLYWOOD SHEATHING; SSDBLOCK'G AS REQ'D.RIGID INSUL.; TYP.PLYWOOD SHEATHING; SSD2X T&G; TYP.

PTD. PURLIN; SSD NOTE: SEE ALSO ROOFING MFR'S
INSTALLTION GUIDE.
1"
WOOD BEAM AS OCCURS; SEE ALSO DETAIL K14/-
24 GA. S.M. FLASHING W/4" WIDE FLANGE; FINISH TO MATCH ROOFING PANEL; TYP.STANDING SEAM METAL ROOFING; TYP.HIGH-TEMP SAF; SHOWN DASHED; TYP.

SEAL FLARED TOP EDGE W/ SEALANT; TYP.316L SS DRAWBAND
PIPE PENETRATION AS OCCURSPLYWOOD SHEATHING; SSDRIGID INSUL.; TYP.BLOCK'G AS REQ'D.PLYWOOD SHEATHING; SSDNOTE: PENETRATION SHOULD BE CENTERED IN PANELS IF ALL POSSIBLE. SEE ALSO ROOFING MFR'S REQUIREMENTS.

NOTE: SEE ALSO ROOFING MFR'S INSTALLTION GUIDE.

CONT. CLIP; TYP.PRE-FINISH ALUM. FLASHING; TYP.
6"
"
1 "
2/
15 1
7 "
/4
PRE-FINISH .040 ALUM. SADDLE FLASHING SET IN SEALANT @ END OF EACH PURLIN/ OUTRIGGER ; TYP. (NOTE: INSTALL SADDLE FLASHING PRIOR TO INSTALLATION OF T&G DECKING; TYP.) PURLIN OR OUTRIGGER AS OCCURS; SSD
SADDLE FLASHING AXON; N.T.S.
2"
NOTE: SEE DETAIL K1/- FOR TYPICAL NOTES NOT SHOWN IN THIS DETAIL. "
8 1"
BLOCK'G AS REQ'D.

PRE-FINISH STANDING SEAM MTL. PANEL; TYP.BUTYL TAPE; TYP.HIGH-TEMP SAF; SHOWN DASHED; TYP.FASTENER AS REQ'D; TYP.RIGID INSUL.; TYP.PLYWOOD SHEATHING; SSD 6"
18"; TYP.

CLEAT BY ROOF MFR.

FIELD FABRICATED HALF VALLEY TRIMCRICKET TO BE FIELD FABRICATED FROM FLAT STOCKFASTENER AS REQ'D; SET IN SEALANT CURB BLOCK'G AS REQ'D; SSD
6"; TYP.

OPENING SIZE

SMD FOR REQUIRED
PRE-FINISH ALUM. FLASHING SET IN SEALANT; COLOR TO MATCH ROOFING PANEL;TYP.FASTENER AS REQ'D.

FIELD FABRICATED HEADWALL TRIM
HIGH-TEMP SAF LAP OVER ROOFING MEMBRANE; SHOWN DASHED; TYP.

RIVET AS REQ'D BY ROOFING MFR.; TYP.BUTYL TAPE; TYP.PRE-FINISH STANDING SEAM MTL. PANEL; TYP.ZEE CLOSURE BY ROOFING MFR; TYP.

BUTYL TAPE; TYP.

FASTENER AS REQ'D; TYP.
.

N
I
M
"
5 CLEARANCE FOR THERMAL MOVEMENT
NOTE: SEE ALSO ROOFING MFR'S INSTALLTION GUIDE.
1"
G
'
K
C
O
L
B
X
6 D
S
S
;
M
A
E
B
.

D
W
PTD. PURLIN; SSDPRE-FINISH ALUM. SADDLE FLAHING/ END CAP; SEE AXON @ DETAIL E1/- SIM. (NOTE: INSTALL SADDLE FLASHING PRIOR TO INSTALLATION OF PURLIN.)WOOD BEAM; SSD 2"
$
$
(

1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

EXTERIOR DETAILS -
ROOF
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
3" = 1'-0" RE: A1/ A-123
K7 TYP. RIDGE @ METAL ROOFING
3" = 1'-0" RE: A1/ A-123
K1 TYP. EAVE W/ GUTTER @ METAL ROOFING
3" = 1'-0" RE: A1/ A-123
A1 TYP. RAKE @ METAL ROOFING
3" = 1'-0" RE: A1/ A-123
F6 TYP. PIPE PENETRATION @ METAL ROOFING
E1
3" = 1'-0"
TYP. EAVE W/ GUTTER @ PURLIN/OUTRIGGER
3" = 1'-0" RE: A1/ A-123
A6 ROOF CURB @ METAL ROOFING
1 1/2" = 1'-0"
K14 SECTION @ RAKE & WD. BEAM
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

WALL ASSEMBLY AS SCHEDULED
A34 CLIP EACH END, TOP AND BOTTOM
(2) #6 X 3" WOOD SCREW TO 4X4 BLOCKING, TYP. EACH LOCATION * 4X BLOCKING TO MATCH STUD FRAMING WIDTH* PROVIDE 4X BLOCKING AT ALL WALL MOUNTED ITEMS WEIGHING MORE THAN 50' I.E. UPPER CABINETS, GRAB BARS, WIRE MESH LOCKERS, ETC. 2X BLOCKING ON THE FLAT MAY BE PROVIDED FOR ITEMS WEIGHING LESS THAN 50', I.E. LOWER CABINET BASES, RESTROOM ACCESSORIES, ETC.

1. MULTIPLE LAYERS OF DRYWALL TO BE APPLIED WITH
STAGGERED JOINTS.

2. FIRE/SMOKE SEALANTS AND/OR FIRE SAFING AS DETAILED
SHALL BE INSTALLED AT THE HEAD OF THE PARTITION AT RATED WALLS AS REQUIRED FOR THE TESTED ASSEMBLY.

3. FIRE/ SMOKE SEALANTS AND/OR FIRE SAFING AS DETAILED

ARE REQUIRED AT RATED PARTITIONS WHERE THE
PARTITION JAMB CONDITIONS INTERFACE WITH DISSIMILAR MATERIALS OR WHERE FIRE TAPING AT THE INTERFACE OF MATERIALS IS NOT POSSIBLE.

4. FIRE SEALANTS ARE NOT REQUIRED AT THE BASE/SILL
CONDITION OF THE PARTITION.

5. WHERE A PARTITION MUST COMPLY WITH BOTH FIRE

RATINGS AND ACOUSTICAL REQUIREMENTS, FIRE-RATED
ACOUSTICAL SEALANTS SHALL BE PROVIDED AT FIRERATED ACOUSTICAL PARTITIONS.

6. AT FIRE-RATED AND ACOUSTIC PARTITIONS EXTEND GWB
TO UNDERSIDE OF STRUCTURE ABOVE. SEAL ALL EDGES
AS REQUIRED.

7. MAINTAIN RATING AROUND RECESSED FIXTURES.8. ALL FIRE-RATED PARTITIONS TO BE 5/8" THICK TYPE 'X' GYPSUM BOARD. PROVIDE WATER RESISTANT TYPE 'X' GYPSUM BOARD AT TOILET ROOMS AND JANITOR CLOSETS AND OTHER SIMILAR 'WET' SPACES.

9. AT PARTITIONS SCHEDULED TO RECEIVE WALL TILE FINISH
PROVIDE CEMENTITIOUS BACKER BOARD. INSTALLATION OF THE BACKER BOARD ASSEMBLY SHOULD CONFORM TO REQUIREMENTS FOR FIRE RESISTANCE RATINGS INDICATED.

10. COORDINATE DIMENSIONAL LAYOUT WITH APPLIED FINISH
THICKNESS WHERE CLEAR OR MINIMUM CLEAR DIMENSIONS ARE REQUIRED. MAINTAIN CODE REQUIRED CLEARANCES AT ALL APPLIED FINISHES.

11. FRAMING SUBCONTRACTOR TO ENGINEER NON-LOAD
BEARING PARTITIONS TO DETERMINE PROPER DESIGN, SIZES, GAUGES, MANUFACTURING, INSTALLATION, ETC., REQUIRED. SEE STRUCTURAL DRAWINGS FOR LOAD BEARING PARTITIONS AND EXTEIOR WALL ASSEMBLIES.

12. ALL WOOD STUDS SHALL BE SPACED 16" O.C. U.O.N. OR
REQUIRED TO COMPLY WITH MAX. DEFLECTION CRITERIA PER SPECIFICATIONS. SEE STRUCTURAL DRAWINGS FOR FURTHER REQUIREMENTS.

13. PARTITIONS IN OR ADJOINING SPACES WITH CEILING
FINISHES AND WITHOUT SPECIAL REQUIREMENTS SHALL EXTEND THE GYPSUM BOARD FINISH TO 6" MINIMUM ABOVE HIGHEST ADJACENT CEILING.

14. FACE LAYERS OF GYPSUM BOARD AT SOUND-RATED
PARTITIONS NEED TO BE HELD BACK 1/4" FROM INTERSECTING SURFACES (FLOOR, CEILING AND WALLS) AND CAULKED AIRTIGHT WITH ACOUSTICAL SEALANT.

15. AT DOUBLE STUD WALLS, DO NOT BRIDGE BETWEEN ROWS
OF STUDS.

16. ALL ACOUSTICAL WALLS TO HAVE ASSEMBLY EXTEND FULL
HEIGHT OF SPACE FROM T.O.SLAB TO B.O. DECK. SEAL ALL EDGES AS REQUIRED. THIS INCLUDES ALL WALLS SCHEDULED WITH 'ACOUSTIC'.

17. SEE A-121 FOR LOCATION OF ALL PARTITION TYPES
DEFINED HERE.

SHEET NOTES
WALL ASSEMBLY AS SCHEDULEDFRPJ-TRIM @ BOT. OF GYP. BOARD FINISHALUM. FRP TRIM, WOCONCRETE CURB, SSD -1, WO, FULL PANEL
ALUM. FRP TRIM, WOHEIGHTS, SEE ELEV. FOR SEAM LOCATIONS . VELE EES
" 6
* WIDTH
WALL ASSEMBLY AS SCHEDULEDJ-TRIM @ BOT. OF GYP. BOARD FINISHALUM. FRP TRIM, WOCONCRETE CURB, SSDBASE AS SCHEDULED * CURB WIDTHS: - AW02: 4 3/4" - AW06: 6 3/4" - SW06: 7 1/4" NAILER
AS REQ.
3/4"
FRP-1, WO, FULL PANEL ALUM. FRP TRIM, WOHEIGHTS, SEE ELEV. FOR SEAM LOCATIONS . VELE EES
" 6
* WIDTH
* CURB WIDTHS: - AW08: 5 3/8" - SW08: 5 7/8"
APPLIED WAINSCOT FINISH (FRP-1, WP-1, PP-1, ETC.) AS SCHEDULEDGYP. BOARD FINSH, AS SCHEDULEDACOUSTICAL BATT INSULATION, TO FILL

CAVITY, WHERE SCHEDULED AS 'ACOUSTIC'
PLYWOOD WO AT SHEAR WALLS, SSDBASE AS SCHEDULED, SEE FINISH SCHEDULE2X OR 3X PT SILL PLATE, SSD3/8" ACOUSTIC SEALANT, TYP. OR FIRE CAULKING @ FR WALLS " 8/ 3

ANCHOR BOLT/PLATE AS SCHEDULED, SSDFLOOR FINISH AS SCHEDULED WIDTH

OVERALL
5/8" GWB - 1 LAYER EACH SIDE @ TYP. WALLS*, ONE SIDE ONE LAYER WHERE SCHED.5/8" SOUND DAMPING GWB - 1 LAYER ONE SIDE (QUIETROCK 530 OR SIM.) WHERE SCHED.1/2" PLYWOOD SHEAR PANEL ON ONE SIDE, SSD2X WOOD STUD, 16" OC UON, SSDACOUSTIC INSULATION WHERE SCHEDULEDSEE FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR APPLIED FINISHES * AT 1-HR RATED UL U305 WALLS PROVIDE 5/8" TYPE X GYP. BOARD BOTH SIDES, 1 1/4" LONG TYPE W COARSE THREAD GYPSUM PANEL STEEL SCREWS @ 8" OC MAX WITH LAST SCREW 1" FROM EDGE OF BOARD. COVER ALL FASTENER HEADS WITH JOINT COMPOUND AND TAPE AS SPECIFIED IN UL U305. PRIOR TO COVERING UP EACH SIDE, ALERT INSPECTOR FOR INSPECTION. 1-HR PARTITION PER PLANNOTE1. COORDINATE ACTUAL WALL OPENING W/ SELECTED FIRE EXTINGUISHER CABINET.2. VERIFY MOUNTING HEIGHT FOR ADA COMPLIANCE. PLAN: FIRE RATED SEMI-RECESSEDCOMPRESSABLE ACOUSTIC FILLER BEHIND CABINET, TYP.FIRE RATED SEMI-RECESSED STAINLESS STEEL FIRE EXTINGUISHER CABINET (LARSEN FS 2409-R3SS OR SIM), TO MEET ASTM E-814, SEE ALSO SPEC 104400
FASTEN TO FRAMING PER MANUFACTURERRECOMMENDATIONS, TYP 9 1/2" 1' - 1"
RLC" 5
" 2/ 1 2
PLAN: RECESSED
9 1/2"
1' - 1"
RLC" 5

EXTERIOR WALL ASSEMBLY, SEE PLAN
" 61/ 5
FASTEN TO FRAMING PER MANUFACTURER RECOMMENDATIONS, TYP.FULLY RECESSED STAINLESS STEEL FIRE EXTINGUISHER CABINET (LARSEN FS 2409-R1SS OR SIM) WIDTH

OVERALL
5/8" GWB - 1 LAYER EACH SIDE @ TYP. WALLS* , 1 LAYER ONE SIDE WHERE SCHED. 5/8" SOUND DAMPING GWB - 1 LAYER ONE SIDE (QUIETROCK 530 OR SIM.) WHERE SCHED.2X WOOD STUD, 16" OC UON, SSDACOUSTIC INSULATION WHERE SCHEDULEDSEE FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR APPLIED FINISHES * AT 1-HR RATED UL U305 WALLS PROVIDE 5/8" TYPE X GYP. BOARD BOTH SIDES, 1 1/4" LONG TYPE W COARSE THREAD GYPSUM PANEL STEEL SCREWS @ 8" OC MAX WITH LAST SCREW 1" FROM EDGE OF BOARD. COVER ALL FASTENER HEADS WITH JOINT COMPOUND AND TAPE AS SPECIFIED IN UL U305. PRIOR TO COVERING UP EACH SIDE, ALERT INSPECTOR FOR INSPECTION.
5/8" GWB - 1 LAYER ON ONE SIDE2X WOOD STUD, 16" OC UON, SSDACOUSTIC INSULATION WHERE SCHEDULEDSEE FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR APPLIED FINISHES WIDTH

OVERALL
MTL CH-STUD, 24" OC UON, SSDACOUSTIC INSULATION WHERE SCHEDULED SHAFT

INTERIOR
SIDE
5/8" TYPE X GWB - 1 LAYER @ RM. SIDE TYP.SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR APPLIED FINISHESNOMINAL 1" THICK. GYP SHAFT LINER PANEL @ SHAFT INTERIOR SIDE TYP.

ROOM SIDE
WIDTH

OVERALL
* AT 1-HR RATED UL U305 WALLS PROVIDE 5/8" TYPE X GYP. BOARD BOTH SIDES, 1 1/4" LONG TYPE W COARSE THREAD GYPSUM PANEL STEEL SCREWS @ 8" OC MAX WITH LAST SCREW 1" FROM EDGE OF BOARD. COVER ALL FASTENER HEADS WITH JOINT COMPOUND AND TAPE AS SPECIFIED IN UL U305. PRIOR TO COVERING UP EACH SIDE, ALERT INSPECTOR FOR INSPECTION.

ALIGN
5/8" TYPE X GWB - 1 LAYER @ RM. SIDE TYP.FOR WALL FINISH SEE FINISH SCHEDULE, TYPNOMINAL 1" THICK GYP. SHAFT LINER PANEL @ SHAFT INTERIOR SIDE TYP. BASE AS SCHEDULED, SEE FINISH SCHEDULEPOWDER DRIVEN PIN AS SCHEDULED, SSDJ-SHAPED MTL RUNNER OR E-SHAPE

AT FLOOR, CLG AND SIDE (J SHOWN)

FIRE CAULKING AT ROOM SIDE
SHAFT

INTERIOR
SIDE

ROOM SIDE

ACOUSTIC BATT INSULATION, TO FILL CAVITY,

WHEE SCHEDULED AS 'ACOUSTIC'

FLOOR FINISH AS SCHEDULED
(

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1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

INTERIOR

PARTITION TYPE &
TYP. DETAILS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
E12
6" = 1'-0"

TYPICAL WALL BLOCKING
3" = 1'-0" RE: A1/ A-122
E6 CONC. CURB WALL BASE, 2 SIDES
3" = 1'-0" RE: A1/ A-122
J6 CONC. CURB WALL BASE & WAINSCOT WO
A6
3" = 1'-0"
TYP. PARTITION BASE
SW
3" = 1'-0" RE: E1/ A-403
A12 FIRE EXTINGUISHER CABINETS
FW
AW
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3 CH-STUD PARTITION BASE
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&: +5 $&2867,&&: +5 $&2867,&&: +5 $&2867,& NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

SECOND FLOOR
SHEATHING, SSDI-JOIST ROOF FRAMING, SSDBLOCKING AS REQ., SSD FOR DETAILSLVL CONT' RIM @ SHEAR WALLS, SSDEXTEND FRAMING & GYP. TO DECK AT 50 STC+ ACOUSTIC WALL
CONDITIONS WO, SEE SCHED.WALL TYPE PER PLANS

PARALLEL TO I-JOIST PERPINDICULAR TO I-JOIST
FLR. SHEATHING, SSDSECOND FLOOR I-JOIST FRAMING, SSDACOUSTIC SEALANT @ ACOUSTIC WALLSEXTEND FRAMING & GYP. TO DECK AT 50 STC+ ACOUSTIC WALL CONDITIONS WO, SEE SCHED.BLOCKING AS REQ. AT BEARING WALLS, SSD FOR DETAILSEXTEND GYP. TO JOISTS TYP. @ ALL STC 35 ACOUSTIC WALLS, SEAL TO STRUCTURE TO ELIMINATE ACOUSTIC GAPSWALL TYPE PER PLANSCEILING AS SCHEDULED ACOUSTIC SEALANT @ ACOUSTIC WALLS
EXTEND GYP. TO JOISTS TYP. @ ALL STC 35 ACOUSTIC WALLS, SEAL TO STRUCTURE SUSPENDED GYP. CEILINGS
EXTEND WALL FRAMING UP TO ROOF STRUCTURE, FILL CAVITY WITH BATT INSUL. @ ACOUSTIC WALLS, TYP.

CEILING AS SCHEDULED
" 2/ 1 " 6 TRUSS CLIP, SSD WO TERMINATE GYP. 6" ABOVE ACT AT NON- ACOUSTIC PARTITIONS * SEE DETAIL G1 FOR RATED WALLS, TYP.

PROVIDE STANDARD SHADOW MOLDING @ PERIMETER, ENGINEER CEILING SYSTEM AS REQ. TO MINIMIZE LATERAL
MOVEMENT, TYP.PROVIDE 3/4 GAP @ FREE END, SEE DETAIL A13/A-537 PERPINDICULAR TO RAFTER PARALLEL TO RAFTER SUSPENDED GYP CLG.

ACOUSTIC SEALANT @ ACOUSTIC WALLSROOF SHEATHING, SSDSECOND RAFTER FRAMING, SSDEXTEND FRAMING & GYP. TO UNDERSIDE OF ROOF AT 50 STC+ ACOUSTIC WALL CONDITIONS WO, SEE SCHED.TRUSS CLIP, SSD WOEXTEND GYP. TO RAFTER TYP. @ ALL STC 35 ACOUSTIC WALLS, SEAL TO STRUCTURE TO ELIMINATE ACOUSTIC GAPSWALL TYPE PER PLANSTERMINATE GYP. 6" ABOVE

ACT AT NON-ACOUSTIC
PARTITIONSCEILING AS SCHEDULED* SEE DETAIL G1 FOR RATED WALLS, TYP. " 6
ROOF SHEATHING, SSDROOF RAFTER FRAMING, SSDBLOCKING AS REQ., SSD FOR DETAILS EXTEND FRAMING & GYP. TO ROOF SHEATHING AT 50 STC+ ACOUSTIC WALL CONDITIONS WO, SEE SCHED.

ACOUSTIC SEALANT @ ACOUSTIC WALLS

WALL TYPE PER PLANS
PROVIDE STANDARD SHADOW MOLDING @ PERIMETER, ENGINEER CEILING SYSTEM AS REQ. TO MINIMIZE LATERAL MOVEMENT, TYP.CEILING AS SCHEDULED PROVIDE 3/4 GAP @ FREE END, SEE DETAIL A17/A-537
EXTEND GYP. TO RAFTERS TYP. @
ALL STC 35 ACOUSTIC WALLS,

SEAL TO STRUCTURE

PERPINDICULAR TO SECOND FLOOR STRUCTURE
BLOCKING AS REQ. AT BEARING WALLS, SSD FOR DETAILSFLOOR SHEATHING, SSDI-JOIST FLOOR FRAMING, SSD3/8" TO 5/8" CONT' FR SEALANT @ TOP OF WALL TO DECK &

AROUND I-JOISTS

WALL TYPE PER PLANS

SECTION ELEVATION

FRAMING BEYOND

PARALLEL TO SECOND STRUCTURE

FLOOR SHEATHING, SSD
3/8" TO 5/8" CONT' FR SEALANT @ TOP OF WALL TO DECK &

AROUND I-JOISTS
BLOCKING AS REQ. AT BEARING WALLS, SSD FOR DETAILSI-JOIST ROOF FRAMING, SSDWALL TYPE PER PLANS

SECTION ELEVATION
FRAMING BEYONDSCRIBE GYP. BOARD
AROUND I-JOISTS, TYP.

SECTIONPERPINDICULAR TO ROOF STRUCTURE

ELEVATION

SECTIONPARALLEL TO ROOF STRUCTURE

ELEVATION

ROOF SHEATHING, SSD
3/8" TO 5/8" CONT' FR SEALANT @ TOP OF WALL TO ROOF DECK & AROUND PURLINS AND RAFTERSRAFTER OR PURLIN ROOF FRAMING, SSDFRAMING BEYONDWALL TYPE PER PLANS

ROOF SHEATHING, SSD
3/8" TO 5/8" CONT' FR SEALANT @ TOP OF WALL TO ROOF DECK & AROUND PURLINS AND RAFTERSSCRIBE GYP. BOARD AROUND RAFTER OR PURLIN , TYP.RAFTER OR PURLIN ROOF FRAMING, SSDFRAMING BEYONDWALL TYPE PER PLANS NOMINAL 1" THICK. GYP SHAFT LINER PANEL @ SHAFT INTERIOR SIDE TYP.

NOMINAL 1" THICK. GYP SHAFT LINER PANEL @ SHAFT INTERIOR SIDE TYP. 5/8" TYPE X GWB - 1 LAYER @ RM. SIDE TYP.

ALIGN
SHAFT

INTERIOR
SIDE
BATHROOM 212

ACCESSIBLE
BATHROOM 213
UTILITY 208
FIRE CAULK AROUND WALL PLUMBING PENETRATIONS, TYP.

FRP OVER CEMENTITIOUS BACKER BOARD2X FRAMING AS REQ; SSDBUILT-UP J-TRACK(2 PIECE ASSEMBLY)METAL FRAMING AS REQ; SSD20 GA 6" CH-STUDS @ 24" O.C. 20 GA. 4" J-TRACK20 GA. 2 1/2" J-TRACK20 GA. 2 1/2" CH-STUDS @ 24" O.C.2X FRAMING AS REQ; SSD

FIRE SEALENT
SOLID SURFACE WALL PANEL (SSM-2) OVER CEMENTITIOUS BACKER BOARDSOLID SURFACE WALL PANEL (SSM-2) OVER CEMENTITIOUS BACKER BOARD 2X FRAMING AS REQ; SSD

SHOWER AREA

ACCESSIBLE

SHOWER AREA
20 GA 6" J-TRACK
BOTTOM TRACK "T150" TO MATCH STUD DEPTH, 43 MIL. MIN. W/ #8 SMS @ 12" O.C.TOP TRACK "T150" TO MATCH STUD DEPTH, 54 MILS. MIN. SLOTTED SLIP TRACK W/ ALLOWANCE FOR 3/4" DEFLECTION INSTALL PER MFR & ICC ES REPORT . NI M" 3
TOP PLATE; SSDBATT INSULATION AS REQ'D.; SEE T-24 REPORT11 7/8" I-JOIST @ 16" O.C.; SSD5/8" TYPE X GYP. BOARD BOTH SIDES3" MIN. THICK CLOSED CELL FOAMED-IN-PLACE INSULATION: "ICYNENE PROSEAL" OR EQ.2 3/8" WIDE X 7/8" DEEP RESILIENT CHANNEL; TYP.ACOUSTIC SEALANT, FIRE RATED SEALANT W.O. TYP.
(2) LAYERS OF 5/8" TYPE "C" GYP. BD.; TYP.

FL-1
FL-2
NOTE: SEE A-537 FOR FLOOR/ CEILING ASSEMBLIES3/8" TO 5/8" CONT' FR SEALANT @ TOP OF WALL TO DECK (

1 (. *38*) &7(-.9*(9
7*3 ª
ª
89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

INTERIOR

PARTITION DETAILS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1 1/2" = 1'-0"
A8 TYP. PARTITION HEAD DETAILS, NON-RATED WALLS
1 1/2" = 1'-0"
G1 TYP. RATED PARTITION HEAD DETAILS
1 1/2" = 1'-0" RE: A1/ A-411
A1 ONE HOUR RATED SHAFT DETAIL - CW PARTITION TYPE
3" = 1'-0" RE: G1/ A-301
J8 FIRE BARRIER CEILING CONNECTION
P1
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) 2" TYP.

HOLLOW METAL DOOR FRAME (RATED WHERE SCHED.)ANCHOR PER

MANUFACTURER'S INSTRUCTIONS

PARTITION AS SCHEDULEDDOUBLE STUDS, SSD

DOOR AS SCHEDULED

BLACK SILICONE GASKETING, SEE HARDWARE GROUPPARTITION AS SCHEDULED 4" UON
.

P
YT
"
2 PARTITION AS SCHEDULEDHEADER AS REQ, SSDANCHOR PER

MANUFACTURER'S INSTRUCTIONS
HOLLOW METAL DOOR FRAME (RATED WHERE SCHED.)BLACK SILICONE GASKETING, SEE HARDWARE GROUPDOOR AS SCHEDULED 1/2"

DOOR JAMB BEYOND
VARIES

PARTITION AS SCHEDULEDDOUBLE STUDS, SSDANCHOR PER

MANUFACTURER'S INSTRUCTIONS

ALUMINUM, SNAP-ON

DOOR FRAME

DOOR AS SCHEDULED
"
2/
1 1
3/8" 3/8"
VARIES
"
2/
1 PARTITION AS SCHEDULEDHEADER, SSDANCHOR PER

MANUFACTURER'S INSTRUCTIONS

ALUMINUM, SNAP-ON

DOOR FRAME

DOOR AS SCHEDULED
"
2/
1 1
3/8" 3/8"

DOOR JAMB BEYOND
VARIES
"
2/
1 (

1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

INTERIOR DETAILS -
DOORS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
A1
6" = 1'-0"

HOLLOW METAL DOOR FRAME JAMB
E1
6" = 1'-0"

HOLLOW METAL DOOR FRAME HEAD
A5
6" = 1'-0"

ALUMINUM DOOR FRAME JAMB
E5
6" = 1'-0"

ALUMINUM DOOR FRAME HEAD
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

ADA-COMPLIANT COLOR
CONTRASTING STRIPE @ TOP & BOTTOM TREAD; 2" WIDE; TYP.

TOP OF TOW KICK AT OUTSIDE LANDING STRINGER BEYONDFINISH AS REQ'D; SEE FINISH SCHEDULEHSS8X6X1/2 BEAM; SSDNOTE: GUARDRAILS NOT SHOWN FOR DRAWING CLARITY. SEE STAIR SECTIONS AND PLANS FOR GUARDRAIL LOCATIONS. 11" ;TYP.
(TREAD)
FORMED STEEL SHEET TREADS & RISERS; TYP. (PROVIDE THICKNESS AS REQ'D.)C12X30 STRINGER; SSD 11"
STEEL TUBE; SSD
FINISH AS REQ'D; SEE FINISH SCHEDULE
FORMED STEEL SHEET TREADS & RISERS; TYP. (PROVIDE THICKNESS AS REQ'D.) C12X30 STRINGER; SSDADA-COMPLIANT COLOR CONTRASTING STRIPE @ TOP & BOTTOM TREAD; 2" WIDE; TYP. 11" ;TYP. (TREAD)
TOP OF TOW KICK AT OUTSIDE LANDING STRINGER BEYONDHSS8X6X1/2 BEAM; SSDNOTE: GUARDRAILS NOT SHOWN FOR DRAWING CLARITY. SEE STAIR SECTIONS AND PLANS FOR GUARDRAIL LOCATIONS. )
XA
M
"
7 (
Q
E
Q
E
Q
E
STEEL ANGEL AS REQ'D.

CONCRETE FLR. SLAB; SSD
$
$
C12X30 STRINGER;
SSD
C 10X30 CHANNELSTRINGER; TYP.STEEL ANGLE AS REQ'D.

PLAN VIEWSECTION VIEW
STEEL ANGLE AS REQ'D.

SCREW ANCHOR AS REQ'D.SCREW ANCHOR
AS REQ'D.

RUBBER TREAD; SEE SPEC.

FORMED STEELSHEET TREADS & RISERS(THICKNESS AS REQUIRED)PTD. STAIR STRINGER C12x30; TYP. 1"
"
2 ADA-COMPLIANT COLOR
CONTRASTING STRIPE @ TOP & BOTTOM TREAD; 2" WIDE; TYP.

SCRIBED SEAM; TYP.RUBBER RISER; SEE SPEC.CONCRETE IN-INFILL; TYP. 1 ' -
" 0
T.O. GUARDRAIL
T.O. HANDRAIL
1 1/2" X 1/2" STEEL GUARDRAIL; TYP.3/8" DIA. STEEL ROD HANDRAIL BRACKET; WELD TO POSTS; PTD.; TYP. 1 1/2" DIA. STEEL TUBE HANDRAIL; PTD.; TYP.

CONCRETE FILLEDFORMED STEELSHEET TREADPTD. C12X30 STRINGER; TYP.3"x3"x 1/4" STL.

ANGLE; PTD.; TYP.
.

P
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;
"
0 1
-
'
2 F.O. FIN. WALL AS OCCURS; SEE PLANS . PY
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;
"
6 -
'
3 1 1/2" CLR.
1 1/2" X 1/2" STEEL RAIL; PTD.; TYP.NOTE: PROVIDE EQUALLY SPACED HORIZONTAL RAILS W/ GAP BETWEEN RAILS TO BE LESS THAN 4". 1" ; TYP.
$
$
$
$
NOTE: GUARDRAILS NOT SHOWN FOR DRAWING CLARITY. SEE STAIR SECTIONS AND PLANS FOR GUARDRAIL LOCATIONS. 11" ; TYP.
(TREAD)
11"
FINISH AS REQ'D; SEE FINISH SCHEDULE11 7/8" I-JOIST; SSD.PTD. J-MOLD1/8" SEALANT JOINTPTD. W10X35 BEAM; SSDPTD. STL. PLATE ACROSS SECOND FLOOR STAIR LANDINGFORMED STEEL SHEET TREADS & RISERS; TYP. (PROVIDE THICKNESS AS REQ'D.)C12X30 STRINGER; SSD

ADA-COMPLIANT COLOR CONTRASTING
STRIPE @ TOP & BOTTOM TREAD; 2" WIDE; TYP.

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1 (. *38*) &7(-.9*(9
7*3
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ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

INTERIOR DETAILS -
STAIR
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1 1/2" = 1'-0" RE: A9/ A-404
J1 INTERMEDIATE LANDING W/ STRINGER GOING DOWN
1 1/2" = 1'-0" RE: A9/ A-404
E1 INTERMEDIATE LANDING W/ STRINGER GOING UP
1 1/2" = 1'-0" RE: A1/ A-535
A1 STAIR TERMINATION @ FLR.
1 1/2" = 1'-0" RE: A1/ A-534
A4 STAIR DETAILS
6" = 1'-0" RE: A9/ A-535
E11 TYPICAL STAIR TREAD
1" = 1'-0" RE: A9/ A-404
A6 TYP. CROSS SECTION @ STAIR
1 1/2" = 1'-0"
J6 LANDING AT TOP OF STAIRS
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) 1 1/2" O.D.

STEEL TUBE RAIL
"
0 1
-
'
2 1 1/2" x 1/2" STEEL BAR STOCK
.

P
Y
T
;
"
6 -
'
3 LESS THAN 4"
; ;TYP
.

S
LI
AR
L
AT
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D
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C
A
P
S
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L
L
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$
( O.H.
1 1/2" O.D. x 13 GA STEEL TUBE HANDRAIL
"
0 1
-
'
2 1 1/2"

HANDRAIL SUPPORT
1' - 11"
"
0 1
-
'
2 (FLAT/ LEVEL)
6"
1' - 0" 11"

SCREW ANCHOR
AS REQ'D.

STEEL ANGLE AS REQ'D.
$
$
$
$
1 1/2" X 1/2" GUARDRAILS; TYP.

SCREW ANCHOR AS REQ'D.
"
01 -
'2
1 1/2" O.D. STEEL TUBE HANDRAIL
STEEL ANGLE AS REQ'D.
1' - 11"
(FLAT/ LEVEL)
1' - 0"
$
$
"
6 -
'
3 1' - 4 1/2"
1 1/2" X 1/2" UNDERSTAIR GUARDRAILS; TYP.
"
2/1
3 1 1/2" O.D. STL. TUBE HANDRAIL
METAL WALL BRACKET3/8" DIA. MIN. LAG BOLTMETAL BACKING PLATEGYP. BD.

WELDED END CAP W/ AIR HOLE
SECTION @ GYP. BD. WALLPLAN @ WALL
1 1/2" O.D. STL. TUBE HANDRAILMETAL WALL BRACKETMETAL GUARD RAIL; TYP.3/8" DIA. STEEL ROD; TYP. 1 1/2" O.D. STEEL TUBE HANDRAILLINE OF WALL3/8" DIA. STEEL ROD; TYP.

SECTION @ METAL GUARD RAIL
3/8" DIA. STEEL ROD WELDED TO VERTICAL RAILING; TYP.
1 1/2"
1 1/2" CLR.1 1/2" CLR.
1/4"
"
6 F.O. FIN. WALL AS OCCURS; SEE PLANS
F.O. FIN. WALL AS OCCURS; SEE PLANS1 1/2" O.D. STEEL TUBE HANDRAIL; TYP.1 1/2" X 1/2" GUARDRAILS; TYP.

OUTLINE OF CONCRETE STAIR LANDINGOUTLINE HSS BEAM, SSD. 8' - 4 5/8"
4' - 2 3/8" 4' - 2 3/8"
2" GAP BET. STRINGER; TYP.
3 3/4" TYP.

PROVIDE 1/4" STEEL PLATE TO CONCEAL GAP BET. INSIDE STRINGERS ALIGN
PTD. C10X30 STRINGER; TYP.
1" TYP. 1" TYP.
1 1/2" X 1/2" STEEL GUARDRAIL AT SECOND FLOOR LANDING AND INSIDE STRINGER1 1/2" O.D. STEEL TUBE HANDRAILFLOOR LANDING WORK LINEFINISH AS REQ'D (FLAT/ LEVEL)
1' - 0"
"
6 -
'3
"
0 1
-
'2
$
$
PTD. 1 1/2" X 1/2" STEEL GUARDRAIL
"
6 -
'
3 EXTENDED VERTICAL GUARDRAIL SUPPORTS.

ATTACH TO STL. PLATE ACROSS SECOND
FLOOR LANDING.
.

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1 (. *38*) &7(-.9*(9
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ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

INTERIOR DETAILS -
STAIR
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
A9
1" = 1'-0"
TYP. STAIR ELEVATION A5
1" = 1'-0"
WALL HANDRAIL TERMINATION @ BOT. OF STAIR
1" = 1'-0" RE: A9/ A-404
A1 HANDRAIL TERMINATION @ BOT. STAIR
3" = 1'-0" RE: A6/ A-534
A13 WALL HANDRAIL BRACKET MOUNTING DETAILS
1" = 1'-0" RE: A9/ A-404
G9 CROSS SECTION @ STAIR LANDING
1" = 1'-0" RE: A9/ A-404
G1 FLOOR HANDRAIL TERMINATION @ TOP OF STAIR
1" = 1'-0" RE: K1/ A-404
G5 SECOND FLOOR LANDING GUARDRAIL
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

BLOCKING TO SUPPORT

WP MEMBRANE
SECURE GALV. STEEL FLANGE TOSTUD PER MANUFACTURER'S REQ.STAINLESS STEEL CAP ON ALLSIDES ARE INTEGRAL TO UNIT.PRECAST TERRAZZO MOP RECEPTOR, SEE SPECS, SPDWATERPROOF MEMBRANCE OVER LEVELING/ MORTAR BED

FINISH FLOOR ASSCHEDULED
WALL TYPE PER PLANSFRP-1 OVER CEMENT BACKER BD CAULKING/SEALANT "
2/
1 1
12" ALUM SADDLE THRESHOLD (2746x6A)RECESSED STAINLESS STEEL (316) FOOT GRILLE (WM-1) A. POLISHED CONCRETE TO STAINLESS STEEL GRILLE
"
8/1
1 POLISHED CONCRETE (PC-1)
"
4/1

DOOR FRAME BEYOND
DOOR
.

XA
M
"
2/1
"
4/
1 B. POLISHED CONCRETE TO EXTERIOR
EXTERIOR ALUM OFFSET THRESHOLD SET IN SEALANT BEDPOLISHED CONCRETE (PC-1) DOOR
1 2
1/8” MAX. GRILLE OPENING

ELONGATED OPENINGS AT RECESSED

STAINLESS STEEL GRILLE SHALL BE PLACED SO

THAT THE LONG DIMENSION IS PERPENDICULAR
TO THE DOMINANT DIRECTION OF TRAVEL.

RECESSED ENTRY MAT (WM-2)EXTERIOR ALUM OFFSET THRESHOLD SET IN SEALANT BED A. DOOR THRESHOLD @ RECESSED CARPET TILE MAT
"
2/1

EXTERIOR INTERIOR
.

XA
M
"2
/1
RECESSED RUBBER FITNESS FLOORING (AR-2)EXTERIOR ALUM OFFSET THRESHOLD SET IN SEALANT BED B. DOOR THRESHOLD @ RECESSED RUBBER FITNESS FLOORING
"
2/1

EXTERIOR INTERIOR
.

XA
M
"2
/1
1/4"
1/4"

DOOR DOOR
"
4/
1 "
4/1
* SEE A1/A-503 FOR ADDITIONAL INFORMATION

STOREFRONT
4 1/2"
1 2
1 2
ELASTOMERIC MEMBRANE W/EMBEDDED FIBERGLASS FABRIC REINFORCEMENTCONC. SLAB OR PLYWD DECK, SSD ZINC DIVIDER STRIP 1/16" X 3/8"
A. TERRAZZO W/DIVIDER STRIP
3/8" EPOXY TERRAZZO (TR-1)BONDING AGENT
TR-1, SEE NOTES BELOW, 1/8 ZINC EDGE STRIPSET O/EPOXY MORTAR BED B. TRANSITION - TERRAZZO TO POLISHED CONC.

POLISHED CONCRETE (PC-1)
TR-1, SEE NOTES BELOW, SET O/EPOXY MORTAR BED1/8 ZINC EDGE STRIP C. TRANSITION - TERRAZZO TO RECESSED MAT
RECESSED WALK OFF MAT CARPET TILES (WM-2)

DOOR, WO DOOR, WO
"
2 /1
"
1 SLAB DEPRESSION, SSD
"
1 POLYPROPYLENE WALK OFF CARPET TILE (WM-2)7/16" ALUM. L-FRAME B. POLISHED CONCRETE TO RECESSED CARPET TILE MAT
POLISHED CONCRETE (PC-1)
"
2/
1 LEVELING COMPOUND
ALIGN
RECESSED STAINLESS STEEL GRILLE (316) FOOT GRILLE (WM-1)EMBEDDED STAINLESS STEEL FRAME (316) A. POLISHED CONCRETE TO RECESSED STAINLESS STEEL GRILLE POLISHED CONCRETE (PC-1)
"
4/
1 1
ALIGN
3/8" RUBBER FITNESS FLOORING (AR-1)EMBED ALUM. L-FRAME
C. POLISHED CONCRETE TO RECESSED RUBBER FITNESS FLOORING POLISHED CONCRETE (PC-1)
"
2/
1 LEVELING COMPOUND
ALIGN

CL OF DOOR, WO
"
8/
1 1

STAINLESS STEEL DRAIN PAN

DRAIN, SPD
D. TERRAZZO TO LINOLEUM @ 2ND FLOOR RESTROOM

WIDTH OF DOOR FRAME
LINOLEUM (LF-1) OVER LEVELING COMPOUNDPLYWOOD DECK, SSD TERRAZZO (TR-1), SEE DETAIL J1/-MARBLE THRESHOLD OVER MORTAR BED XA
M
"
2/
1 XA
M
"
4/
1 2
1 ZINC DIVIDER STRIP
1/8” MAX. GRILLE OPENING
ELONGATED OPENINGS AT RECESSED STAINLESS STEEL GRILLE SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL.

PARTITION AS SCHEDULEDRUBBER BASE (RB-1), TYP.RUBBER BASE

ADHESIVE

FLOOR FINISH AS SCHEDULED
"
4 FRAMING AS REQUIRED; SSD
FRAMING AS REQ'D.; SSD5/8" GYP BD, AS SCHEDULEDFIBERGLASS REINFORCED PANEL; FRP-1BACKER ROD AND SEALANT6" CONCRETE CURB; SSDFINISH FLOOR AS SCHEDULED "
6 FRP TRIM

DOOR AS OCCURS
RESILIENT-CARPET REDUCER: PATCRAFT S136V OR EQ
LF-1; TYP
PLYWOOD SHEATHING; SSDFRAMING AS REQ'D.; SSDBATT INSULATION AS SCHEDULED

CL OF DOOR
CT-1; TYP
FIRE POLEMOUNTING FLANGE AT FLOORPOLISHED CONCRETE (PC-1)LANDINGMATS IN SLAB DEPRESSION-(2) 2" THICK BY 32" DIA.

CL
VERIFY DEPTH W/MANUFACTURERSELF LEVELING CEMENTIOUSUNDERLAYMENTGROUTSECURE BOTTOM OF POLE TOMOUNTING FLANGE WITH 1/4" BOLT 1'-4"
"
2 "
2 PROVIDE EXPANSION ANCHORAGE (SIZE PER MANUFACTURER) PER 4/S-004 (

1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

INTERIOR DETAILS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
J12
3" = 1'-0"

MOP SINK W/ FRP WALL PANELS
6" = 1'-0" RE: A1/ A-701
E1 APPARATUS BAY TRANSITIONS
6" = 1'-0" RE: A1/ A-701
A1 EXTERIOR DOOR THRESHOLDS
6" = 1'-0" RE: A1/ A-701
J1 EPOXY TERRAZZO FLOOR DETAILS
6" = 1'-0" RE: A1/ A-701
A5 TYPICAL FLOORING TRANSITIONS A12
6" = 1'-0"

TYPICAL RESILIENT BASE DETAIL
E12
6" = 1'-0"
DETAIL @ FRP & CONCRETE CURB TRANSITION
6" = 1'-0" RE: A9/ A-701
J5 TYP. THRESHOLD @ CPT-1 AND LF-1
3" = 1'-0" RE: A1/ A-701
A9 FIRE POLE BASE
P1
P1
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) (2) 12 GA. 4-WAY SPLAY
WIRE BRACING IN 4 DIRECTIONS 90° APART @ 12'-0" X 8'-0" OC EACH WAYCOMPRESSION STRUTS: COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRES. ATTACH TO MAIN CHANNEL & TO STRUC.

TYPICAL: 8 GA. VERTICALHANGER WIRE @ 4'-0" EA. WAY
2"(MAX) FROM BRACINGWIRES TO CROSS RUNNERS
1 1/2"x1.12# /FT MIN. HOT ROLLED STEEL CHANNEL GALV. OR BLACK

ASPHALTUM PAINTED MAIN
RUNNER @ 4'-0" OC TYP.
20GA 7/8"x 2 9/16" GALV. STEEL HAT CHANNEL CROSS RUNNER @ 16" OC SADDLE TIE CROSS RUNNER TO MAIN RUNNER WITH:1. STRAND 16GA2. STRANDS 18GA WIRE, TYP.

NOTES:

1. SUSPENDED CEILINGS ARE DEFERRED APPROVAL, SUBMIT COMPLETE ENGINEERED SYSTEM INCLUDING ICC REPORT, GRID SIZE AND SPACING, STRUCTURAL CALCULATIONS2. SEE SUSP. GYP. BOARD CEILING NOTES ON THIS SHEET3. IF GYP. BD & PERIMETER WALLS ARE SPECIALLY DESIGNED AS DIAPHRAGMS, SPLAY WIRE BRACING & THE COMPRESSION STRUT CAN BE OMITTED BRACE WIRE CONNECTION TO ROOF STRUCTURE AS REQ.HANGER WIRE CONNECTION TO ROOF STRUCTURE, AS REQ. 45° TYP
PYT°54
FACE OF PARTITIONSEE PARTITION DETAILS12 GA. HANGER WIRE, IFCEILING IS ACCESSIBLE, USE #8GAUGE HANGER WIRE PER IR47-5 RECOMMENDATION.1-1/2" MAIN RUNNER MINIMUMWEIGHT PER FOOT TO BE 1.12lbs./Ft. PER IR 47-5 RECOMMENDATION5/8" GYP. BOARD CEILINGSADDLE TIE CROSS RUNNER TOMAIN RUNNER WITH 1 STRAND OF#16 OR TWO (2) STRANDS OF #18 WIRE PER IR 47-5
RECOMMENDATION.WALL ANGLE - ATTACH W/ #10 SHEET METAL SCREWS @ EACH STUD NOTE: PER IR 47-5 RECOMMENDATION MAIN RUNNERS SHALL BE SPLICED BY LAPPING AND INTERLOCKING FLANGES 1'-0" MIN, AND TYING NEAR EACH END WITH DOUBLE LOOPS OF #16 GAUGE WIRE. CROSS FURRIING SHOULD BE SPLICED BY LAPPING AND INTERLOCKING THE PIECES 8" MIN. AND TYING NEAR EACH END WITH DOUBLE LOOPS OF #16 GAUGE WIRE. 7/8" HAT CHANNELCROSS RUNNERS @ 2'-0" OC
8" MAX
* SEE GENERAL NOTES 6 AND 7 ON DETAIL A5/A-537 FOR CEILINGS LESS THEN 144 SF 3/4" GAP @

FREE END
1 1/4" MUD-IN CORNER BEAD TO SPAN GAP. GAP ONLY REQ. @ CLGS OVER 144 SF* 4 TIGHT TURNS (MIN.)WITHIN 1-1/2" ATSPLAY BRACE WIRE (TYP.)VERTICAL STRUT@ EACH BRACE POINTSET OF 4-8 GA. WIRE

ACROSS BRACING
#8 SELF-TAPPINGSCREWS TO PREVENTSLIPPAGE OF WIRE TIES
1 1/2" MAIN RUNNERCHANNEL @ 4'-0" O.C.2-#10 SELF TAPPING SCREWSGYP. BD. O/ 7/8" MTL.HAT CHANNEL CROSSRUNNERS @ 24" OC 45° MAX.
1 1/2"
~
~
J9B
-
J9A
-
J9A
-
J9B
-
B ROOMS GREATER THAN 8'-0" WIDEA CORRIDORS GREATER THAN 5'-4" WIDE UP TO 8'-0" WIDE 4-WAY LATERAL BRACING WIRES (FOUR 12GA WIRES SPLAYED 90° FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING)

LIGHT FIXTURE (OR OTHER UTILITY OPENING) - SHAPE MAY VARY MAIN RUNNER CHANNEL (1-1/2" HOT ROLLED CHANNEL, 1.12 LBS/LF MIN)CROSS FURRING CHANNEL (25GA X 7/8" CHANNEL) 12 GAGE HANGER WIRE12 GAGE HANGER WIRE TO STRUCT ABOVE SEE DET J17/-4-WAY LATERAL BRACING WIRES (4) 12 GA WIRES SPLAYED 90° FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING MAIN RUNNER CHANNEL (1-1/2" HOT ROLLED CHANNEL, 1.12 LBS/LF MIN)CROSS FURRING CHANNEL (25GA X 7/8" CHANNEL)FASTEN CEILING TO EACH ADJOINING PARTITION, TYP.

LIGHT FIXTURE (OR OTHER UTILITY OPENING) - SHAPE MAY VARYNOTES:1. FASTEN CEILING TO EACH ADJOINING PARTITION, TYP.2. HANGER WIRES SHALL NOT HANG MORE THAN 1 IN 6 OUT-OF-PLUMB. 3. HANGER AND BRACING WIRES SHALL NOT BEND AROUND OBSTRUCTIONS.4. PROVIDE TRAPEZE DEVICE WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION.5. SUSPENDED CEILINGS ARE DEFERRED APPROVAL, SUBMIT COMPLETE ENGINEERED SYSTEM INCLUDING ICC REPORT, GRID SIZE AND SPACING, STRUCTURAL CALCULATIONS IN COMPLIANCE WITH CBC 2508.56. PER ASCE 7-10 SECTION 13.5.6 EXCEPTION 1, SUSPENDED CEILINGS WITH AREAS LESS THAN OR EQUAL TO 144 SQ/FT THAT ARE SURROUNDED BY WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE ARE EXEMPT FROM REQUIREMENTS OF THIS SECTION. 7. PER ASCE 7-10 SECTION 13.5.6 EXCEPTION 2, SUSPENDED CEILINGS CONSTRUCTED OF SCREW- OR NAIL- ATTACHED GYPSUM BOARD ON ONE LEVEL THAT ARE SURROUNDED BY AND CONNECTED TO WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE ARE EXEMPT FROM THE REQUIREMENTS OF THIS SECTION.8. CONSTRUCTION OF SUSPENDED CEILING SYSTEM TO COMPLY WITH 2019 CBC SECTION 808, ASCE 7-16, ASTM 635 C AND 636 C XAM" 8
XAM" 2-' 8
. QE XAM" 0-' 4 . QE
XAM" 8
8" MAX
6' - 0" MAX 12' - 0" MAX BETWEEN LATERAL BRACING
4' - 0" MAX 4' - 0" MAX
1' - 4" OC TYP.

XAM" 0-' 21 XAM" 0-' 6
XAM" 0-' 4 XAM" 0-' 4 XAM" 8
4' - 0" MAX 8' - 0" MAX BET LATERAL BRACING
1' - 4" OC TYP
4' - 0" MAX
8" MAX

B CROSS FURRING CHANNELS A MAIN RUNNER CHANNELS
#10 SELF-TAPPING SMS @ EACH CROSS CHANNELCROSS FURRING CHANNEL #10 SELF-TAPPING SMS @ EACH CHANNELCROSS FURRING CHANNEL

MAIN RUNNER CHANNEL

TAPED GYPSUM WALLBOARD JOINT

MAIN RUNNER
2-1/2" x 3" x 20 GA CONT' WALL

ANGLE ATTACHED
TO PARTITION @ 16" OC MAX
1" MIN CLR
2 1/2" MAX
8" MAX
HANGER WIRE, SEE J9/A-537 FOR
ABOVE
8" MAX
1" MIN CLR
3/8" MAX
FURRING CHANNELSUSP. GYP. BOARD CEILING SYSTEM, TYP.
8 GA HANGER @ 2 DIAGONALCORNERS OF ACCESS PANELFRAMING AS REQ.

AROUND OPENING, TYP

SQUARE CORNER POP-OUT GFRG

ACCESS PANEL, SEE

SPECIFICATIONSGFRG ACCESS PANEL SURROUND FRAME, SET FLUSH AND FINISHED TO MATCH ADJACENT GYP. BD.

OPENING SIZE
O.D. STUD DIMENSION
FLUSH TAPE JOINT @ PERIMETER
SEE A9/A-538 FOR ABOVE
11 7/8"
3/4" T&G PLYWD.; SSD
FINISH AS REQ'D.; SEE SCHEDULE2 3/8" WIDE X 7/8" DEEP RESILIENT CHANNEL; TYP.(2) LAYERS OF 5/8" TYPE "C" GYP. BD.; TYP.

T.O. SECOND FLOOR
1' - 2 3/4"
1-HOUR RATED ASSEMBLY
1' - 4 1/4"
1 1/2"
HOLD GYP. BD. BACK 1/4"; CAULK
AIRTIGHT W/ FIRE RATED ACOUSTICAL SEALANT; TYP.

W10x45; SSD
NO. 25 GAGE 2 1/2" STL. RUNNER HOOKED OVER LOWER FLANGE OF STL BEAM; TYP.

CORNER BEAD; TYP.
24 GA. MTL. ANGLE

ATTACHED TO
FRAMING; TYP.
3X NAILER; SSD
HILTI X-U .157 DIA. PDP @ 24"O.C.3" MIN. THICK CLOSED CELL FOAMED-IN-PLACE INSULATION: "ICYNENE PROSEAL" OR EQ.11 7/8" I-JOIST @ 16" O.C.; SSD.ITS JOIST HANGAR; SSD FINISH AS REQ'D.; SEE SCHEDULE3/4" T&G PLYWD.; SSDBATT INSULATION AS REQ'D.; SEE T-24 REPORT11 7/8" I-JOIST @ 16" O.C.; SSD(1) LAYERS OF 5/8" TYPE "C" GYP. BD.; TYP.

T.O. SECOND FLOOR

NON- RATED ASSEMBLY
11 7/8"
FINISH AS REQ'D.; SEE SCHEDULET.O. SECOND FLOOR3/4" T&G PLYWD.; SSD3" MIN. THICK CLOSED CELL FOAMED-IN-PLACE INSULATION: "ICYNENE PROSEAL" OR EQ.11 7/8" I-JOIST @ 16" O.C.; SSD2 3/8" WIDE X 7/8" DEEP RESILIENT CHANNEL; TYP.(2) LAYERS OF 5/8" TYPE "C" GYP. BD.; TYP. 1' - 2 3/4"
1-HOUR RATED ASSEMBLY: UL NO. L583
. NI M" 3
NOTE: AT SECOND FLOOR
PATIO, PROVIDE 5" MIN. THICK CLOSED CELL FOAMED IN PLACE INSULATION. (R-VALUE OF ±35) 2X4 BULKHEAD FRAMING @ 16" OC FASTENED TO 2ND FLR. DECK, W/ DIAG. BRACING AS REQ. SEE DETAIL A9/A-538CORNER BEAD; TYP.SUSPENDED 5/8" GYP. BOARD CLG PTD. GYP. BD.; TYP.FRAMING AS REQ'D.
(

1 (. *38*) &7(-.9*(9
7*3 ª
ª
89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
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INTERIOR DETAILS -

CEILINGS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/4" = 1'-0"
J13 SUSPENDED GYP. BOARD CEILING - ISOMETRIC
A13
3" = 1'-0"
SUSPENDED GYP. BD. CEILING @ WALL
E13
3" = 1'-0"
LATERAL BRACING, COMP. STRUT - CH @ GYP. CLG.
1/4" = 1'-0"
A5 SUSP. GYP. BD. CEILING - DIAGRAMMATIC FRAMING PLAN
3" = 1'-0"
J5 GYP. CEILING FRAMING DETAILS
3" = 1'-0"
J9 CEILING ACCESS PANEL IN GYP.
1 1/2" = 1'-0" RE: A1/ A-301
A1 SOFFIT @ STL. BEAM
1 1/2" = 1'-0"
D1 FLOOR/ CEILING ASSEMBLY (FL-1)
1 1/2" = 1'-0"
G1 FLOOR/ CEILING ASSEMBLY (FL-2)
P1
P1
K1
3" = 1'-0"

ENTRY SOFFIT DETAIL
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) A1

SECTION
2" MAX.

NOTCHEDEND

EXTEND TO ROOF STRUCTURE

ABOVE, FLATTEN END ATTACH
TO 12 GA CLIP W/ (2) TEK SCREWS AND SIMPSON TIES

AS NECESSARY
1" @ E.M.T.

CROSS RUNNER

MAIN RUNNER
10# TEK SCREWS
A1
VERTICAL STRUT AS REQ.12 GA. WIRE CROSSBRACING TYP. CONNECT TO ROOF STRUCT PER A9/A-538MIN. OF 4 TURNSLAY-IN ACOUSTIC CEILING TILE, TYP.

MAIN RUNNER

CROSS TEE
CHANNEL STRUT ATUBE STRUT B1
~
~
~
~
~
.

N
IM
"4
.
"6
MAX. 45°
54 M
°
XA . 45°
MAX
.
45°
MAX.

MAX
.
45°
45°
MAX
.
~
~
~
~
.
°
5 4
2"
2" MAX. 362T150-43 CUT FLANGES AND BEND AT TOP, CONNECT TO ROOF STRUCT ABOVE AS REQ.
* GENERAL SUSPENDED ACOUSTIC CEILING SYSTEM NOTES: 1. CROSS TEE AND RUNNERS SHOWN ARE GENERAL AND DIAGRAMATIC, SEE SPECS AND OTHER DETAILS FOR SPECIFIC TYPE OF ACT GRID SYSTEM.

2. SUSPENDED ACOUSTIC CEILINGS ARE A DEFERRED APPROVAL. SUBMIT COMPLETE ENGINEERED SYSTEM INCLUDING ICC REPORT, GRID SIZE AND SPACING, PLAN LAYOUT, CONNECTION AND PERIMETER DETAILS IN COMPLIANCE WITH ASTM C635 AND C636

3. PER ASCE 7-10 SECTION 13.5.6 EXCEPTION 1, SUSPENDED CEILINGS WITH AREAS LESS THAN OR EQUAL TO 144 SQ/FT THAT ARE SURROUNDED BY WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE ARE EXEMPT FROM REQUIREMENTS OF THIS SECTION.

4. CONSTRUCTION OF SUSPENDED CEILING SYSTEM TO COMPLY WITH 2019 CBC SECTION 808, ASCE 7-16, ASTM 635 C AND 636 C.

A CEILING PERIMETER ASSEMBLY AT FREE SIDESB CEILING PERIMETER ASSEMBLY AT FIXED SIDES

C MAIN RUNNER - SEISMIC JOINT CLIP ASSEMBLY
2"
8" MAX.

WALL ANGLE

ATTACHED TO PTN

SEISMIC CLIP

HANGER WIRE

MAIN RUNNER
2"
8" MAX.

WALL ANGLE

ATTACHED TO PTN

SEISMIC CLIP
HANGER WIRE, CONNECT TO ROOF STRUCT, TYP. SEE DETAIL A9/A-538

MAIN RUNNER

ARMSTRONG SJCG & SJCSI

OR EQUAL SEISMIC JOINT CLIP

MA NI RUNNER

MAIN RUNNER

D CROSS TEE - SEISMIC JOINT CLIP ASSEMBLY
BERC2BERC2
* GENERAL SUSPENDED ACOUSTIC CEILING SYSTEM NOTES: 1. CROSS TEE AND RUNNERS SHOWN ARE GENERAL AND DIAGRAMATIC, SEE SPECS AND OTHER DETAILS FOR SPECIFIC TYPE OF ACT GRID SYSTEM.

4. CONSTRUCTION OF SUSPENDED CEILING SYSTEM TO COMPLY WITH 2019 CBC SECTION 808, ASCE 7-16, ASTM 635 C AND 636 C.

SEE RCP
(4) 12 GA. SLACK SAFETY WIRES

ATTACHED TO FIXTURE AT

DIAGONAL CORNERS AND
ANCHORED TO ROOF STRUCTURE ABOVE, UP TO 56 LBS
FOR FIXTURES WEIGHING 56 LBS OR MORE, MUST HAVE (4) TAUT 12GA WIRES ATTACHED TO FIXTURE

AND TO STRUCTURE ABOVE, SEE
DETAIL A9/A-538ACT SYSTEM HANGER

WIRE, WO
SUSPENDED CEILING RUNNER @ EDGE OF LIGHT FIXTURE, TYP.RECESSED LED LIGHT FIXTURE AS SCHEDULED, SSD W/ DIAG.2X4 BRACING @ 48" OC W/ (4)16D EACH END2X4 BULKHEAD/SOFFIT FRAMING WO @ 16" OC TO FLOOR/ ROOF BLOCKING W/ (4)16D FLOOR SHEATHING I-JOISTS @ 16" OC, SSD1/4" DIA. SCREW EYE W/ 1 1/4" MIN. PENETRATION

ALIGN W/BRACE WIRE
BRACE SPLAY WIRE WITH 4 TIGHT TURNS1/4" DIA. SCREW EYE W/ 1 1/4" MIN. PENETRATION

AT BOTTOM FLANGE
HANGER WIRE WITH 3 TIGHT TURNS

PARALLEL TO SECOND FLOOR FRAMING

PERPENDICULAR TO SECOND FLOOR FRAMING
2X4 BLOCKING BET. JOISTS1/4" DIA SCREW EYE WITH FULL THREAD EMBEDMENT (1 1/4" MIN.) INSTALL IN DIRECTION OF WIRE *SUSPENDED CEILINGS ARE DEFERRED APPROVALS, SUBMIT COMPLETE ENGINEERED SYSTEM INCLUDING ATTACHMENTS TO ROOF STRUCTURE, TYP.
2X SHIM W/ (4)16D AS REQ. AT HGR STUD AND BRACE TO SAME BLOCK

AS OCCURS
WEB FILLER EACH SIDE PER 2/S-007 TYP
*FOR BRACING TO WALL, SEE DETAIL J5/A-538

PARALLEL TO ROOF RAFTER
4X8 BLOCKING BET. RAFTERS
ROOF SHEATHING, SSD2X4 BLOCKING ROOF RAFTER FRAMING, SSD PLYWOOD SHEATHING1/4" DIA. SCREW EYE W/ 1 1/4" MIN. PENETRATION

AT BOTTOM OF
BLOCKING1/4" DIA. SCREW EYE W/ 1 1/4" MIN. PENETRATION

ALIGN W/BRACE WIRE
BRACE SPLAY WIRE WITH 4 TIGHT TURNSHANGER WIRE WITH 3 TIGHT TURNS

PERPENDICULAR TO ROOF RAFTER
*SUSPENDED CEILINGS ARE DEFERRED APPROVALS, SUBMIT COMPLETE ENGINEERED SYSTEM INCLUDING ATTACHMENTS TO WALLS AND ROOF STRUCTURE, TYP.

PARTITION PER PLANS1 #10 WOOD SCREW, TYP12 GA L-CLIP ANGLE, TYPSPLAY WIREHANGER WIRE 1 6
BLOCKING, IF ATTACHMENT OCCURS BET. STUD BAYS
SUSPENDED ACT CEILING SYSTEM. SEE RCP FOR CLG HEIGHT.REMOVABLE CLOSURE, (WHITE)EXTERIOR WALL

ASSEMBLY, SEE DETAILS

EXTERIOR STOREFRONT SYSTEM
3" MIN.

CLOSURE MOUNT WITH TILE SUPPORT, (WHITE)
5"
CONCEALED, MANUAL ROLLDOWN SHADE AS OCCURS; SHOWN DASHED. SEE A-603 FOR SHADE TYPES.SEE DETAIL E12/ A-531 FOR TYPICAL WALL BLOCKING (

1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

INTERIOR DETAILS -

CEILINGS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
A1
3" = 1'-0"
SUSP. ACOUSTIC CEILING CHANNEL BRACING A5
3" = 1'-0"
SUSP. ACOUSTIC CEILING - SEISMIC CLIP @ ACT
3" = 1'-0"
J1 ACT. CEILING - RECESSED LIGHT FIXTURE
A9
3" = 1'-0"
SUSPENDED CLG. BRACING TO FLOOR & ROOF STRUCT.
3" = 1'-0"
J5 HANGER AND SPLAY WIRE CONNECTION AT WALL
P1
3" = 1'-0" RE: E1/ A-402
H9 CLG. TRANSITION - ACT TO ROLLER SHADE
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) 5(6(7 1-HR FIRE-RATED WALL ASSEMBLY; WALL TYPE B1 HEADER; SSD " 2 1/4"

SHAFT SIDE LANDING SIDE

SHAFT SIDE LANDING SIDE
ALIGN
E
C
N
A
T
SI
D
T
L
O
B
R
O
H
C
N
ANI
M
"3
LU/LA LANDING DOOR JAMBFINISHED FLOOR, PC-1
1 1/4" MAX
E
C
N
AR
E
L
O
T
"
2 /
1 -/
+
ELEVATOR CABRECESSED ENTRY GRILLE, RES-1

SHAFT SIDE LANDING SIDE
ALIGN
E
C
N
A
T
SI
D
T
L
O
B
R
O
H
C
N
ANI
M
"
3 LU/LA LANDING DOOR JAMBFINISHED FLOOR, LF-1; TYP
1 1/4" MAX
E
C
N
AR
E
L
O
T
"
2 /
1 -/
+

ELEVATOR CAR
2"
"
2 /1
5/8" TYP 'X' GYP BD; TYP2X FRAMING AS REQ'D; SSDLU/LA LANDING DOOR JAMB FRAME POST, PER MFR DRAWINGS LU/LA LANDING DOOR JAMB D
'
Q
E
R
SA
H
T
P
E
DM
O
T
S
UC
"
4 /
38 ±
2X10 FRAMING AS REQ'D.; SSD(FILL CAVITY WITH BATT INSULATION; TYP.)5/8" GYP. BD.; TYP.L-TRIM; TYP.1/4" SEALANT JOINT; TYP.CONC. FOUNDATION; SSD )
H
T
P
E
D
T
I
P
A
L
U
L
"
4 1
.L
C
NI
(
"
0 2
GROUND
FLOOR
0"
SECOND
FLOOR
17' - 0"
SECOND
FLOOR

CEILING
25' - 0"

C TOP OF
ROOF
31' - 10"
B.4
G
NI
N
E
P
OR
A
E
L
C
"
0 8
H
T
P
E
D
TI
P
"
4 1

PIT STOP SWPIT LIGHT SW
$

$
$

GFCI RECEPTACLEPIT LIGHT-(GUARDED)(BY OTHERS)
$

(
$

CAB TOP PROP
(

1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

INTERIOR DETAILS -

LULA ELEVATOR
$

SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1 1/2" = 1'-0" RE: A13/ A-539
A9 ELEVATOR OPENING HEAD DETAIL
1 1/2" = 1'-0" RE: A13/ A-539
A1 ELEVATOR DOOR THRESHOLD DETAIL
1 1/2" = 1'-0" RE: A13/ A-539
A5 ELEVATOR SECOND FLOOR SILL DETAIL
E1
3" = 1'-0"

LU/LA ELEVATOR - JAMB DETAIL
3" = 1'-0" RE: A13/ A-539
E5 ELEVATOR SHAFT / BASE FURRING DETAIL
1/4" = 1'-0" RE: A1/ A-405
A13 SECTION AT LU/LA ELEVATOR
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) WALL TILE (WT-1),
RETURN INTO JAMBTERRAZZO FLOOR & BASE (TR-1)
SOLID SURFACE SHOWER PAN (SSM-2) AND WALL PANELS (SSM-2)FRAMELESS GLASS SHOWER DOOR

MORTAR JOINTZINC EDGE BEAD

WALL ASSEMBLY, PER PLANSCONT' STAINLESS STEEL THRESHOLD WALL TILE (WT-1),

RETURN INTO JAMB

TERRAZZO FLOOR
& BASE (TR-1)

SOLID SURFACE WALL
PANELS (SSM-2)

FRAMELESS GLASS

SHOWER DOOR

MORTAR JOINT

ZINC EDGE BEAD

WALL ASSEMBLY,

PER PLANS

SOLID SURFACE

ADA, RECESSED

SHOWER PAN
(SSM-2)
1/4" SEALANT JOINT
(2) 12" SOLID SURFACE (SSM-X) SHELVES @ 48" AND @ 60" AFF AT SHOWER HEAD SIDE OF STALL, HEAT SEAMED TO WALL PANELS (MONOLITHIC), MOUNT LOWER SHELF @ 40" AT ADA SHOWER A. PLAN
1' - 0" 1" DIAG. CUT DRAINAGE
HOLE @ BACK CORNEREASED EDGE PER DETAIL
ABOVE
B. SECTION
" 2/ 1 B 1/4" SOLID SURFACE WALL PANELS (SSM-2), WALL ASSEMBLY AS SCHEDULED SEAMLESS, ALL JOINTS HEAT WELDED CEMENTITIOUS BACKER BOARD THERMOFORMED COVES @ ALL CORNERS RADIUS = 1/2"
1/8" THICK SILICONE
CUSTOM SHAPE PAN BELOW TO MATCH CORNERS, TYP.PLAN
1/4" SOLID SURFACE WALL PANELS (SSM-2)SEAMLESS, MONOLITHIC SOLID SURFACE SHOWER RECEPTOR (SSM-2) WALL ASSEMBLY AS SCHEDULED1/16" SEALANT GAP/JOINTTERRAZZO FLR (TR-1) AS SCHED.CEMENTITIOUS BACKER BOARDINTEGRAL FLANGE FOR SHOWER WALL PANELSFRAMELESS GLASS DOORWATERPROOF MEMBRANE OVER DECKDOOR BOTTOM/SWEEP SLOPE TO DRAIN " 4/ 3 4
" 2
" 8/ 1 1
CONT' ST. STL. THRESHOLD
-

$
SEAMLESS, MONOLITHIC SOLID SURFACE (SSM-2) CUSTOM ADA 1/16" SEALANT GAP/JOINTRECESSED SHOWER RECEPTOR TERRAZZO (TR-1)FLOORING AS SCHED.

FRAMELESS GLASS DOORWATERPROOF MEMBRANE OVER EPOXY MORTAR BED

DOOR BOTTOM/ SWEEP

INTEGRAL FLANGE FOR SHOWER WALL PANELS

SLOPE TO DRAIN
" 8/ 7 5
" 4/ 3 4
1 1/2" DEPRESSION, CONC. @ 1ST FLR, PLYWD DECK @ 2ND FLR, SSD

BLOCKING TO SUPPORT WP MEMBRANE
ALIGN
1/4" JOINT
" 8/ 1 1 " 2/ 1 1

CONT' STAINLESS STEEL THRESHOLD
-

$
" 8/ 3
" 2/ 1 1
1/2" SSM-1 SUNDRY SHELF UNIT W/(2) FIXED SHELVES, HEAT SEAM WELDED THROUGHOUTPARTITION AS SCHED.

RLC" 63

TILE FINISH BELOW
12" DEEP

QE QE QE

SEALANT JOINT AT PERIMETER OF GYP TRANSITION

SUPPORT FRAMING OR SHAFT WALL WO
" 1 " 1

ALIGN W/TOP

OF DOOR FRAME
EASE EDGES, TYPTYP. GROUT JOINT
PLAN
14" WIDE
PEED" 21
ROUT, COUNTERSINK FASTENERS AND CAP W/MATCHING SSM-1 PLUG " 2/ 1
GYP. FINISH ABOVE, TILE BELOW, SEE ELEV.
1"
3/8" EPOXY TERRAZZO (TR-1) OVER CERAMIC WALL TILE (WTELASTOMERIC MEMBRANE (COVE UP WALL 4") AND BONDING AGENT -1)
AS SCHEDULED. BULLNOSED TOP COURSEWATER RESISTANT CEMENT TILE BACKER, TYP., SET 1" BELOW TOP OF TILE WAINSCOTWALL TYPE, PER PLANS " 1
ZINC BASE BEADCONT' BEAD OF ACOUSTIC SEALANT AROUND ROOM PERIMETER1/8" ZINC STRIP DIVIDERSLAB ON GRADE, OR PLYWD DECK @ 2ND FLR " 4
R = 1"
CONTINUOUS WOOD BACKING @ EDGES OF

ALL TOILET ACCESSORIES THAT
OVERLAP BOTH TILE & PAINTED GYP. (PAINTED TO MATCH ADJ. GYP)EDGE OF WOOD STRIP SHAPED TO FIT FLUSH WITH CERAMIC TILE BULLNOSESURFACE OR FLUSH MTD TOILET ACCESSORY, MIRROR, ETC.WALL TILE (WT-1) AS SCHED.CEMENT TILE BACKERWALL ASSEMBLY AS SCHEDULED SOLID SURFACE (SSM-1) COUNTERUNDERMOUNT SQUARE VITREOUS CHINA SINK, (TOTO LT191(G) OR SIM.),SPDCOVED TERRAZZO (TR-1) MONOLITHIC SSM1 1/2" X 1 1/2" X 3/16" STL. ANGLE BRACKET SISTERED & FASTENED TO STUD FRAMING @ EITHER SIDE OF LAV BASINSEE PLUMBING DRAWINGSPARTITION AS SCHEDULEDBASE, TYP. -1

FAUCET, SPD

BACKSPASH
4" " 4 " 2/ 1 9-' 2
TILE WAINSCOT (WT-1) UNDER LAV COUNTER, TYP.
" 4
10"
. NI M" 9
1' - 1"

SOFT MOLDED P-TRAP PIPE COVER, SPD
NI M" 5-' 2
NI M" 3-' 2
1' - 10"
6" MAX
1' - 7" MAX
SOLID SURFACE (SSM-1) COUNTERUNDERMOUNT SQUARE VITREOUS CHINA SINK, SPDCOVED TERRAZZO (TR-1) CABINET BASE CONST. W/ PLSEE PLUMBING DRAWINGSBASE, TYP. -2 AT ALL INTERIOR

SURFACES
" 4
3 1/2"
3/4" DOOR W/ PL-1 FINISH, TYP. & MATCHING 3MM EDGEBAND
1' - 10"
MONOLITHIC SSMPARTITION AS SCHEDULEDFASTEN TO WALL, PROVIDE BACKING AS REQ. -1

BACKSPASH
" 0-' 3

FAUCET, SPD
4 1/2" " 4
" 2/ 1 1 " 4/ 1
SOLID SURFACE (SSM-1) COUNTERCOVED TERRAZZO (TR-1) BASE, TYP. " 4
3 1/2"
3/4" DOOR W/ PL-1 FINISH, TYP. & MATCHING 3MM EDGEBAND
1' - 10"
MONOLITHIC SSMPARTITION AS SCHEDULEDFASTEN TO WALL, PROVIDE BACKING AS REQ. -1

BACKSPASH
" 4 " 0-' 3
" 4/ 1
1"
CABINET BASE CONST. W/ PL-2 AT ALL INTERIOR SURFACES(1) 3/4" ADJUSTABLE SHELF WITH PLADJUSTIBLE SHELF SUPPORT HOLES -2 FINISH
(

1 (. *38*) &7(-.9*(9
7*3 ª
ª
89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

INTERIOR DETAILS -

BATHROOMS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
A13
3" = 1'-0"

STANDARD SHOWER BASE/ JAMB TRANSITION AXON
E13
3" = 1'-0"

ADA SHOWER BASE/ JAMB TRANSITION AXON
3" = 1'-0" RE: J9/ A-401
J13 SHAMPOO SHELVES
6" = 1'-0" RE: A1/ A-401
J9 SHOWER SOLID SURFACE WALL CORNERS
3" = 1'-0" RE: E1/ A-412
A9 STANDARD SHOWER RECEPTOR
3" = 1'-0" RE: J9/ A-401
E9 ADA RECESSED SHOWER RECEPTOR
1 1/2" = 1'-0" RE: E12/ A-411
J5 BUILT-IN RESTROOM SUNDRY SHELF
6" = 1'-0" RE: E13/ A-401
A5 RESTROOM WALL BASE TO TILE WAINSCOT
6" = 1'-0" RE: E9/ A-401
E5 RESTROOM ACCESSORY FILLER SECTION
1 1/2" = 1'-0" RE: E9/ A-401
A1 RESTROOM COUNTER W/ ADA LAV
1 1/2" = 1'-0" RE: A6/ A-412
E1 RESTROOM COUNTER W/ LAV.
1 1/2" = 1'-0" RE: A6/ A-412
J1 RESTROOM BASE CABINET
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

STAINLESS STEEL MONOLITHIC
COUNTERTOP (ST-1) W/MARINE EDGE AGAINST ADJACENT WALLS & OPEN SIDES3/4" DOORS W/ PL-3 FINISH RB-1 BASESTAINLESS STEEL BACKSPLASH (ST-1) MONOLITHIC WITH COUNTER TOPCABINET BASE CONST. W/ PL-3 (1) 3/4" ADJUSTABLE SHELVES WITH PLADJUSTIBLE SHELF SUPPORT HOLESAT ALL INTERIOR SURFACESPARTITION AS SCHEDULED -3 FINISH
3 1/2"
LOW SIDED DRAWER WITH PL-2 FINISHFULL EXTENSION METAL SLIDES " 2-' 3
FASTEN TO WALL, PROVIDE BACKING AS REQ.
2' - 1", UON
" 4
" 2
" 0-' 1
1 1/2" POWER OUTLET, SED
PERFORATED ALUM. SCREEN
" 4 " 4
FASTEN SECURELY TO WALL,PROVIDE BLOCKINGPER E12/ A-5313/4" DOORS WITH PL-3 FINISH(1) 3/4" ADJUSTABLE SHELF & INTERIORS WITH PL-3 FINISH, SHELF MAXIMUM 1/4" LESS THAN INSIDE DEPTH OF CABINET BODYADJUSTABLE SHELF

SUPPORT HOLES
PULL AS SPECIFIEDFASTEN SECURELY TO WALL,PROVIDE BLOCKINGFRP-1 WALL PANELS, SCRIBE TO UNDERSIDE OF CABINETUNDER CABINET LIGHT, SED. 1' - 3" TYP

SNOI TAVELE REP
" 2

PERFORATED
ALUM. SCREEN
" 4 " 4 POWER OUTLET, SED
FRP-1 WALL PANELS, SCRIBE TO

UNDERSIDE OF UPPER CABINET
STAINLESS STEEL COUNTER (ST-1)
@ MED. SINK, WELD AND GRIND

SMOOTH ALL CORNERS,

TRANSITIONS
3/4" DOOR OR DRAWER WITH PL-1 FINISH. PL-3 FINISH AT APP. BAY. PLASTIC LAMINATE WHERE EXPOSED TO VIEW, TYP " 4/ 3
" 2
2" " 8/ 3 MARINE EDGE, TYP. (NOT AT BENCH)
1"
R = 3/16"
R= 3/8"
3MM PVC EDGE
BAND, TYP. COLOR

TO MATCH P-LAM
. N. O. U" 4
" 2/ 1 1

BACKSPLASH AT END OF
ADJACENT WALL, TYP.
1/2"
STAINLESS STEEL MONOLITHIC COUNTERTOP (ST-1) W/MARINE EDGE AGAINST ADJACENT WALLS & OPEN SIDES. (GA-1) NO MARINE EDGE @ SHOP BENCH3/4" DOORS & DRAWER FRONTS W/ PL-3 FINISHRB-1 BASE(ST-1) MONOLITHIC COUNTER TOP WITH BACKSPLASHCABINET BASE CONST. W/ PL-3 (1) 3/4" ADJUSTABLE SHELVES WITH PLADJUSTIBLE SHELF SUPPORT HOLESAT ALL INTERIOR SURFACESPARTITION AS SCHEDULED -3 FINISH
3 1/2"
DRAWERS WITH PL-2 FINISH, ONLY @ SHOP BENCHFULL EXTENSION METAL SLIDES " 2-' 3
" 4/ 3 5
FASTEN TO WALL, PROVIDE BACKING AS REQ.
2' - 1", UON
" 4
FASTEN SECURELY TO WALL,PROVIDE BLOCKINGPER E12 /A-5313/4" DOORS WITH PL-3 FINISH(1) 3/4" ADJUSTABLE SHELF & INTERIORS WITH PL-3 FINISH, SHELF MAXIMUM 1/4" LESS THAN INSIDE DEPTH OF CABINET BODYADJUSTABLE SHELF SUPPORT HOLESPULL AS SPECIFIEDFASTEN SECURELY TO WALL,PROVIDE BLOCKINGFRP-1 WALL PANELS, SCRIBE TO UNDERSIDE OF CABINETUNDER CABINET LIGHT, SED. 1' - 3" TYP

SNOI TAVELE REP
" 2
FASTEN SECURELY TO WALL BLOCKING3/4" DOOR WITH PL-1 FINISH & MATCHING 3MM EDGEBANDS(2) 3/4" ADJUSTABLE SHELVES & INTERIORS WITH PL-2 FINISH.

ADJUSTIBLE SHELF

SUPPORT HOLES
PULL AS SPECIFIEDFASTEN SECURELY TO WALL,PROVIDE BLOCKINGMONOLITHIC STAINLESS STEEL BACKSPLASH (ST-2), SEE ELEVATIONS WHERE OCCURS, SCRIBE TO UNDERSIDE OF CABBINETUNDER CABINET LIGHT WO, SED.

SEE INTERIOR ELEVATION FOR HEIGHT

THGI EH ROF NOI TAVELE ROI RETNI EES
" 2
FASTEN SECURELY TO WALL, PROVIDE BLOCKING PER E12/A-5313/4" DOORS WITH PL-1 FINISH & MATCHING 3MM EDGEBANDS(1) 3/4" ADJUSTABLE SHELF WITH PL-2 FINISH. SHELFMAXIMUM 1/4" LESS THANINSIDE DEPTH OF CABINET BODY, TYP.

ADJUSTIBLE SHELF

SUPPORT HOLES

PULL AS SPECIFIEDFASTEN SECURELY TO WALL,PROVIDE BLOCKINGREFRIGERATOR

VIF, ALIGN W/REFRIGERATOR FACE

CEILING
ALIGN
FFA" 4/ 3 11-' 5
STAINLESS STEEL MONOLITHIC COUNTERTOP (ST-1), W/MARINE EDGE AT RANGE SIDES,

AGAINST WALLS & OPEN SIDES
3/4" DOORS & DRAWER FRONTS W/ PL-1 FINISH & MATCHINGN 3MM EDGEBANDSST-4 BASE AT KITCHEN. ALL STAINLESS STEEL BACKSPLASH (STOTHER LOCATIONS, SEE FINISH SCHEDULE -2), SCRIBE TO BOTTOM OF
UPPER CABINET, OR AS SHOWN ON ELEVATIONSCABINET BASE CONST. W/ PL-2 (1) 3/4" ADJUSTABLE SHELF WITH PL

ADJUSTIBLE SHELF

SUPPORT HOLES

AT ALL INTERIOR SURFACES

PARTITION AS SCHEDULED
-2 FINISH
3 1/2"
DRAWERS WITH PL-2 FINISHFULL EXTENSION METAL SLIDES
" 2-' 3
" 4/ 3 5
FASTEN TO WALL, PROVIDE BACKING AS REQ.
2' - 1" TYP. (2' - 7" @ DEEP CABS)
1"
" 4
STAINLESS STEEL MONOLITHIC COUNTERTOP (ST-1), W/ MARINE EDGE AT RANGE SIDES, AGAINST WALLS & OPEN SIDES3/4" DRAWER FRONTS W/ PL-1 FINISH, TYP. & MATCHING 3MM EDGEBANDSST-4 BASESTAINLESS STEEL BACKSPLASH (ST-2), SCRIBE TO BOTTOM OF UPPER CABINET, OR AS SHOWN ON ELEVATIONSPARTITION AS SCHEDULED 3 1/2"
DRAWERS WITH PL-2 FINISH @ INSIDE, TYP.FULL EXTENSION METAL SLIDES " 2-' 3
" 4/ 3 5
FASTEN TO WALL, PROVIDE BACKING AS REQ.
2' - 1" TYP. (2' - 7" @ DEEP CABS)
1"
" 2/ 1 0-' 1 " 2/ 1 1-' 1 " 4

CEILING
STAINLESS STEEL SHROUD, FINISH W/ DIRECTIONAL GRAIN TO MATCH BACKSPLASH (ST-2) BELOW AND HOOD EXHAUST VENT, SMD

ALIGN W/FACE OF

CABINETS BEYOND
RESIDENTIAL EXHAUST HOOD (EQ4), SEE SHEET A-702 FOR EQUIPMENT MAKE/ MODELPARTITION AS SCHEDULED 1' - 5" VIF
FI V" 6 ~
" 2/ 1
SCRIBE BACKSPLASH (ST-2) TO

UNDERSIDE OF UPPER

CABINETS, OR PER ELEVATIONS
STAINLESS STEEL COUNTER (ST-1),

MONOLITHIC W/LOW BACKSPLASH,

WELD AND GRIND SMOOTH ALL

CORNERS, TRANSITIONS
3/4" DOOR OR DRAWER WITH PL-1 FINISH. PL-3 FINISH AT APP. BAY. PLASTIC LAMINATE WHERE EXPOSED TO VIEW, TYP " 4/ 3
" 2
2" " 8/ 3
MARINE EDGE, TYP.
1"
R = 3/16"
R= 3/8"
3MM PVC EDGE
BAND, TYP. COLOR

TO MATCH P-LAM
1/4" SILICON SEALANT JOINT, COLOR
TO MATCH STAINLESS STEEL, TYP.
" 1
" 2/ 1 1
1"
STAINLESS STEEL MONOLITHIC COUNTERTOP (ST-1), W/MARINE EDGE AGAINST WALLS CUSTOM STAINLESS STEEL SINK (ST-1) W/ INTEGRAL DRAINBOARD, MONOLITHIC WITH COUNTER TOP3/4" INTERIORS WITH PL-2 FINISHSEE PLUMBING DRAWINGSCABINET BASE CONST. W/ PLBASE AS SCHEDULED -2

AT ALL INTERIOR SURFACES
" 4
3 1/2"
3/4" DOORS W/ PL-1 FINISH, TYP. & MATCHING 3MM EDGEBANDS " 2-' 3
" 4/ 3 5
2' - 1"
3" 1' - 6"
" 01
STAINLESS STEEL BACKSPLASH (STGARBAGE DISPOSAL, SPDPARTITION AS SCHEDULEDFASTEN TO WALL, PROVIDE BACKING AS REQ. -2), SCRIBE TO BOTTOM OF

UPPER CABINET, OR AS SHOWN ON ELEVATIONS
1"
" 2-' 3
(

1 (. *38*) &7(-.9*(9
7*3 ª
ª
89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

INTERIOR DETAILS -

CASEWORK
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1 1/2" = 1'-0" RE: A9/ A-403
A5 APP. BAY CABINET - RADIO CHARGING
1 1/2" = 1'-0" RE: A9/ A-403
E5 APP. BAY UPPER CABINET - RADIO CHARGING
6" = 1'-0" RE: A9/ A-403
J1 APP. BAY COUNTER EDGE AND BACKSPLASH
1 1/2" = 1'-0" RE: A9/ A-403
A1 APP. BAY CABINET W/ UPPER DRAWERS
1 1/2" = 1'-0" RE: A9/ A-403
E1 APP. BAY UPPER CABINET
1 1/2" = 1'-0" RE: G1/ A-406
E9 UPPER CABINET
1 1/2" = 1'-0" RE: A9/ A-406
J13 UPPER CABINET OVER REFRIGERATOR
1 1/2" = 1'-0" RE: A1/ A-403
A9 BASE CABINET W/ UPPER DRAWER
1 1/2" = 1'-0" RE: G1/ A-406
A13 BASE CABINET W/ DRAWERS
3" = 1'-0" RE: G1/ A-406
J9 STAINLESS STEEL SHROUD @ RANGE HOOD
6" = 1'-0" RE: A1/ A-403
J5 COUNTER EDGE & BACKSPLASH
1 1/2" = 1'-0" RE: G9/ A-406
E13 BASE CABINET W/ SINK
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) P2
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) 3/4" DOUBLE DOORS WITH
PL-1 FINISH & MATCHING 3MM EDGEBANDSST-4 BASECABINET CONSTRUCTION W/ PL-2 FINISH AT INTERIORS. PL-1 @ EXTERIORS(2) 3/4" ADJUST. SHELVES AT LOWER SECTION, PLADJUSTIBLE SHELF SUPPORT HOLESPARTITION AS SCHEDULED -2 FINISH
3 1/2"
" 2/ 1 " 2/ 1 11-' 1 . PYT" 0-' 6 (2) 3/4" ADJUSTABLE SHELVES AT MID-SECTION, PL-2 FINISH 1 1/2" FIXED SHELF W/ PL-2 FINISH 1 1/2" FIXED SHELF W/ PL-2 FINISH " 2-' 3
ADJUSTABLE SHELF SUPPORT HOLES(1) 3/4" ADJUST. SHELF AT UPPERADJUSTIBLE SHELF SUPPORT HOLES -SECTION, PL-2 FINISH
CEILINGFASTEN TO SECURELY TO WALL, PROVIDE BLOCKING PER E12/APULLS WITH LOCK, PER SPECSPULLS WITH LOCK, PER SPECS -531
FASTEN TO WALL, PROVIDE BACKING AS REQ.

FFA" 0-' 8
" 4
2' - 1"

SCRIBE FILLER TO CEILING
3 1/2"
" 2-' 3
" 4/ 3 5
" 2
" 0-' 1
" 2/ 1 1 " 2/ 1 8-' 2 " 4
4' - 5 1/2" STAINLESS STEEL
COUNTERTOP (ST-1) W/MARINE EDGESPOWER OUTLET, SED

ADJUSTIBLE SHELF

SUPPORT HOLES
3/4" DOOR W/ PL-1 FINISH & MATCHING 3MM EDGEBANDS(1) 3/4" ADJUSTIBLE SHELF W/ PL-2 FINISHPL-2 FINISH AT INSIDE OF ALL CAB. INTERIORS, TYP
2X4 FRAMED WALL FOR UTILITIES, SUPPORT, SEE ENLARGED PLAN FOR LOCATIONSBASE (ST-4) CABINET BASE CONST. W/ PL-2 LOW SIDED DRAWER WITH PL

ADJUSTIBLE SHELF

SUPPORT HOLES

AT ALL INTERIOR SURFACES
-2 FINISH
3/4" DOOR W/ PL-1 FINISH & MATCHING 3MM EDGEBANDSFULL EXTENSION METAL SLIDES " 2/ 1 1
" 8/ 3
1" CUSTOM STAINLESS STEEL SINK (ST-1)

W/INTEGRAL DRAINBOARD, MONOLITHIC WITH COUNTER TOP
STAINLESS STEEL MONOLITHIC COUNTERTOP (ST-1)
4' - 0"
2' - 6"
" 6-' 1
1' - 6"
" 3
" 01
" 2/ 1
1' - 6" 30" WIDE

FAUCET, SPDSLOPING MONOLITHIC DRAINBOARD

SECTION PLAN
R 3/4"
STAINLESS STEEL MONOLITHIC COUNTERTOP (ST-1), W/MARINE EDGE AGAINST ADJACENT WALLS & OPEN SIDES3/4" CLASSIC CORE DOOR FRONTS W/PL-1 FINISH & STAINLESS STEEL BACKSPLASH (STMATCHING 3MM EDGEBANDBASE AS SCHEDULED -1), MONOLITHIC WITH
COUNTER TOPPLYWOOD BASE CONST. W/PL-2 (2) 3/4" ADJUSTABLE SHELVES WITH PL

ADJUSTIBLE SHELF

SUPPORT HOLES

AT ALL INTERIOR SURFACES

PARTITION AS SCHEDULED
-2 FINISH
3 1/2"

THGI EH ROF NOI TAVELE ROI RETNI EES
FASTEN TO WALL, PROVIDE BACKING AS REQ.
" 4
" 4
FRP-1 ABOVE BACKSPLASH, SEE ELEVATIONS

SEE ENLARGED PLAN DEPTH
6" MAX. 11" MIN.
. RLC" 3-' 2
" 4
. NI M" 9
ST-2 BACKSPLASHST-1 COUNTERTOPCUSTOM INTEGRAL STAINLESS STEEL SINK3/4" FASCIA, PL-1 FINISHSOFT MOLDED P-TRAP PIPE COVER, SPDADA REQ. TOE/KNEE

CLEARANCE
ST-4 BASE @ ACCESSIBLE KITCHEN COUNTER END FINISH FLOOR AS SCHEDULED TO CONTINUE WITHIN CABINET 3 1/2"
1"
2' - 1"
1' - 3"
" 5
" 01-' 2
. RLC" 5-' 2
1-1/2" X 1-1/2" X 3/16" STL.

ANGLE BRACKET SISTERED
& FASTENED TO STUDS @ 3'-0" MAX. O.C. PAINTED PT-1
2' - 1"
1"
6" MAX. 11" MIN.

ST-2 BACKSPLASHST-1 COUNTERTOP1-1/2" X 1-1/2" X 3/16" STL.

ANGLE BRACKET SISTERED
& FASTENED TO STUDS @ 3'-0" MAX. O.C. PAINTED PT-13/4" FASCIA, PL-1 FINISHADA REQ. TOE/KNEE

CLEARANCE
ST-4 BASE @ ACCESSIBLE COUNTER END RB-1 BASE @ WEST KITCHEN WALLFINISH FLOOR AS SCHEDULED TO CONTINUE WITHIN CABINET " 01-' 2
" 5-' 2
" 3-' 2
" 4
" 9
3/4" DOUBLE DOORS WITH PL-1 FINISH & MATCHING CABINET CONSTRUCTION W/ PL3MM EDGEBANDSBASE AS SCHEDULED -2 FINISH AT INTERIORS.

PL-1 @ EXTERIORS(3) 3/4" ADJUST. SHELVES AT LOWER SECTION, PL

ADJUSTIBLE SHELF

SUPPORT HOLESPARTITION AS SCHEDULED
-2 FINISH
3 1/2"
" 2/ 1 " 2/ 1 9-' 2 ” 01 –’ 4 1 1/2" FIXED SHELF W/ PL-2 FINISH ADJUSTABLE SHELF SUPPORT HOLES (1) 3/4" ADJUST. SHELF AT UPPER ADJUSTIBLE SHELF SUPPORT HOLES -SECTION, PL-2 FINISH
CEILINGFASTEN TO SECURELY TO WALL, PROVIDE BLOCKING PER E12/A-531FASTEN TO WALL, PROVIDE BACKING AS REQ.

FFA" 0-' 8
" 4

SEE ENLARGED PLAN DEPTH

SCRIBE FILLER TO CEILING
" 2-' 3
FASTEN SECURELY TO WALL BLOCKING(1) 3/4" ADJUSTABLE SHELVES & INTERIORS WITH PL-3 FINISH

ADJUSTIBLE SHELF

SUPPORT HOLES
FASTEN SECURELY TO WALL,PROVIDE BLOCKINGMONOLITHIC STAINLESS STEEL BACKSPLASH (ST-2), SEE ELEVATIONS WHERE OCCURS, SCRIBE TO UNDERSIDE OF CABBINETUNDER CABINET LIGHT WO, SED.

SEE INTERIOR ELEVATION FOR HEIGHT
" 4/ 3 2
THGI EH ROF NOI TAVELE ROI RETNI EES PL-3 FINISH AT EXTERIOR CABINET FACE (

1 (. *38*) &7(-.9*(9
7*3 ª
ª
89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

INTERIOR DETAILS -

CASEWORK
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1 1/2" = 1'-0" RE: A9/ A-406
E5 PANTRY CABINET
1 1/2" = 1'-0" RE: D7/ A-407
A9 KITCHEN ISLAND SECTION
1 1/2" = 1'-0"
A1 CUSTOM KITCHEN SINK W/ DRAINBOARD
1 1/2" = 1'-0" RE: A11/ A-413
E13 UTILITY ROOM BASE CABINET
1 1/2" = 1'-0" RE: A9/ A-403
E1 ACCESSIBLE COUNTER SINK DETAIL
1 1/2" = 1'-0" RE: A9/ A-403
J1 ACCESSIBLE COUNTER DETAIL
1 1/2" = 1'-0" RE: E11/ A-413
E9 UTILITY ROOM CABINET
1 1/2" = 1'-0" RE: A1/ A-403
J13 UPPER SHELF
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

TWIN XL MATTRESS,
OFOI1 1/4" CLASSIC CORE VERTICAL SUPPORT WITH PL-1 FINISH.1 1/4" CLASSIC CORE WITH PL-1 FINISH

APPLIED RUBBER BASE AT RECESSED KICK,
RB-1 FINISH
N
O
I
T
AV
E
L
E
E
E
S
3 1/2" "
4 1 1/4" CLASSIC CORE VERTICAL SUPPORT WITH PL-1 FINISH3/4" CLASSIC CORE WITH HIGH PRESSURE LAMINATE, PL-1 FINISHAPPLIED RUBBER BASE AT RECESSED KICK, RB-1 FINISH

DRAWER DRAWER
2' - 7" 2' - 7"
BASE

TWIN XL MATTRESS, OFOI
.

T
H
D
R
A
O
B
D
A
E
H
R
O
F
N
OI
T
AV
E
L
E
E
E
S
6' - 11 1/2"
"
8/
1 0
1 1 1/4" CLASSIC CORE VERTICAL SUPPORT WITH HIGH PRESSURE LAMINATE, PL-1 FINISH3/4" CLASSIC CORE WITH HIGH PRESSURE LAMINATE, PL-1 FINISHAPPLIED RUBBER BASE AT RECESSED KICK, RB-1 FINISH

DRAWER DRAWER VOID
1 1/4"
"
2/
1 9
"
4 "
4/
3 2' - 7" 2' - 7"
BASE
1 1/4"
1' - 7"

VOID VOID

MATTRESS, OFOI
3 1/2"
"
4/
3 N
OI
T
AV
EL
E
E
E
S
"
6 -
'
1 1/2" CLASSIC CORE PANEL
"
3 -
'
1 ”
0 –’
3 1 1/4" CLASSIC CORE VERTICAL SUPPORT WITH PL-1 FINISH, BOTH SIDES3/4" CLASSIC CORE WITH PL-1 FINISH

APPLIED RUBBER
BASE AT RECESSED KICK, RB-1 FINISH
DRAWER
1 1/4" 1 1/4"

TWIN XL MATTRESS, OFOI
3 1/2"
3' - 6 1/2"
DRAWER SLIDE, SEE CAB. HARDWARE SPECS.
"
4 "
3 -
'
1 N
OI
T
AV
E
L
E
E
E
S

CONDITION FOR STAND ALONE WALL
3 MM EDGE BAND, TYP

BASE AS SCHEDULED
T
H
G
I
E
H
RO
F
N
OI
T
A
V
E
L
ER
OIR
E
T
N
I
E
E
S
N
I
M
"
2 /
13 -
'2
WALL FINISH AS SCHEDULEDPL-1 FINISH1-1/8" PLYWOOD1-1/2" X 1-1/2" X 3/16" STL.

ANGLE BRACKET SISTERED
& FASTENED TO STUDS @ 3'-0" MAX. O.C. PAINTED PT-11X BLOCKING "
4/
11 1' - 8"
(

1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

INTERIOR DETAILS -

CASEWORK
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1 1/2" = 1'-0"
E10 DORM BED ELEVATION - END SIDE
1 1/2" = 1'-0"
E1 DORM BED ELEVATION - USE SIDE
1 1/2" = 1'-0" RE: E7/ A-410
A1 DORM BED LONG SECTION
1 1/2" = 1'-0" RE: E12/ A-410
A10 DORM BED WIDE SECTION
1 1/2" = 1'-0" RE: E7/ A-410
J1 DORMITORY DESK
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) 2' - 0"
"
2 -
'
6 "
4 "
0 -
'
8 24" WIDE LOCKER W/ADJ. SHELVES
"
0 1
-
'
1 1" GAP FOR VENTILATION
2' - 0"
P
A
G
"
4/3
FASTEN SECURELY TO WALL, PROVIDE BLOCKING PER A9/A-531
"
2 (2) #6 X 3" WOOD SCREW TO 4X4 BLOCKING, TYP. (3) LOCATIONS

AS INDICATED, EACH CABINET

BASE AS SCHEDULED
3 1/2"

FOR VENTILATION
1" CON'T GAP
(2) 3/4" ADJ. SHELVES, PL-2 FINISHADJUSTIBLE SHELF
SUPPORT HOLES, TYP.
1" TYP.

PULLS & LOCKS PER SPECIFICATIONS
"
0 -
'
4 CON'T 3/4" GAP FOR VENTILATIONUPPER FULL WIDTH CABINET, PL-2 AT ALL INTERIORS3/4" DOORS W/PL-1 FINISH, 3MM EDGEBANDING, TYP.PULLS & LOCKS PER SPECIFICATIONSFILLER FOR DOOR, LOCK, CATCH SUPPORT1-1/2" DIA. BRUSHED STAINLESS STEEL HANGER RODDOUBLE ROBE HOOK, POLISHED CHROME FINISH3/4" DOORS W/ PL-1 FINISH, 3MM EDGEBANDING, TYP.

CEILING, SEE RCP2" UPTURN, SCRIBED TO CEILING
GENERAL NOTES:1. PROVIDE CABINETRY LOCK HARDWARE FOR ALL DORM LOCKERS2. ALL BOX CONSTRUCTION TO BE 3/4" COMBINATION CORE PANELS, INTERIORS TO HAVE PL-2 FINISH AT ALL SURFACES, UON (SEE FINISH SCHEDULE), DOORS/DRAWER FRONTS ARE TO BE 3/4" COMBINATION CORE PANELS (CLASSIC CORE) OR SIM. WITH PL-1 FINISH AT EXTERIOR FACE WHERE NOTED (SEE FINISH SCHEDULE).

3. ALL HINGES TO BE HEAVY DUTY EUROPEAN CONCEALED HINGES, SEE SPECIFICATIONS4. FOR ADDITIONAL CASEWORK INFORMATION AND HARDWARE, SEE SPECIFICATIONS & CASEWORK SCHEDULE ON A-601.
"
5 "
5 -
'
5 2' - 10 1/2"
"
2 -
'
6 "
4 "
0 -
'
8 34" WIDE LOCKER W/ ADJ. SHELVES
"
0 1
-
'
1 "
8 -
'
1 "
4 FOR VENTILATION
1" CON'T GAP
3 1/2"
1" GAP FOR VENTILATION
2' - 0"
P
A
G
"
4/
3 FASTEN SECURELY TO WALL, PROVIDE BLOCKING PER A9/A-531 "
2 (2) #6 X 3" WOOD SCREW TO 4X4 BLOCKING, TYP. (3) LOCATIONS

AS INDICATED, EACH CABINET
CON'T 3/4" GAP FOR VENTILATIONUPPER FULL WIDTH CABINET, PL-2 AT ALL INTERIORS3/4" DOORS W/PL-1 FINISH, 3MM EDGEBANDING, TYP.PULLS & LOCKS PER SPECIFICATIONSFILLER FOR DOOR, LOCK, CATCH SUPPORT1-1/2" DIA. BRUSHED STAINLESS STEEL HANGER RODDOUBLE ROBE HOOK, POLISHED CHROME FINISH3/4" DOORS W/PL-1 FINISH, 3MM EDGEBANDING, TYP.FULL DEPTH VERTICAL DIVIDERS BET. LOCKERSPULLS & LOCKS PER SPECIFICATIONS(2) 3/4" ADJ. SHELVES, PL-2 FINISH

ADJUSTIBLE SHELF
SUPPORT HOLES, TYP.

BASE AS SCHEDULED
GENERAL NOTES:

1. PROVIDE CABINETRY LOCK HARDWARE FOR ALL DORM LOCKERS2. ALL BOX CONSTRUCTION TO BE 3/4" COMBINATION CORE PANELS, INTERIORS TO HAVE PL-2 FINISH AT ALL SURFACES, UON (SEE FINISH SCHEDULE), DOORS/DRAWER FRONTS ARE TO BE 3/4" COMBINATION CORE PANELS (CLASSIC CORE) OR SIM. WITH PL-1 FINISH AT EXTERIOR FACE WHERE NOTED (SEE FINISH SCHEDULE).

3. ALL HINGES TO BE HEAVY DUTY EUROPEAN CONCEALED HINGES, SEE SPECIFICATIONS4. FOR ADDITIONAL CASEWORK INFORMATION AND HARDWARE, SEE SPECIFICATIONS & CASEWORK SCHEDULE ON A-601.

CEILING, SEE RCP2" UPTURN, SCRIBED TO CEILING
"
5 "
9 -
'
3 (

1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

INTERIOR DETAILS -

CASEWORK
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1 1/2" = 1'-0" RE: A7/ A-410
A1 24" WIDE DORM LOCKER
1 1/2" = 1'-0" RE: A12/ A-410
A9 34" WIDE DORM LOCKER
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

BUILT-IN LOCKERS,
CABINET BODY W/PL-2

AT INTERIOR FACES
PARTITION AS SCHED.
.

P
Y
T
"4/
3 31

ALIGN LOCKER BOX
W/FACE OF GYP. BOARD

SUPPORT FRAMING

AS REQUIRED

TERRAZZO COVE BASE
A PLAN
ROUT, COUNTERSINK FASTENERS AND CAP W/MATCHING PL-2 PLUG PROVIDE BULLNOSE TILE @ LOCKER EDGES
"
8 /1
3/4" LOCKER DOORS WITH 3MM EDGEBANDING
"
4 12" TYP.
18" DEPTH

MECHANICAL PUSH BUTTON LOCK, SEE SPEC A
WALL FINISH AS SCHEDULEDCONT. SEALANTBASE AS SCHEDULED
"
4 "
2/
1 4
.

Q
E
.

Q
E
3 1/2"
3/4" CLASSIC CORE DOOR FRONTS W/PLPARTITION AS SCHEDULED -1 FINISH &
PL-2 FINISH AT INSIDE OF
ALL CAB. INTERIORS, TYP
FULL EXTENSION METALSLIDESMATCHING 3MM EDGEBAND
T
H
GI
E
H
R
O
F
NO
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SSM-1 COUNTERTOP, SCRIBE TO WALL

SEE ENLARGED PLAN FOR DEPTH
"
2/
1 1
WALL FINISH AS SCHEDULEDCONT. SEALANTPL-1 FINISH OVER (2) LAYERS OF 3/4" PLYWOOD "
2/
1 1
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SEE ENLARGED PLAN FOR DEPTH

BASE AS SCHEDULED
ALIGN
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3 1/2"
3/4" DRAWER FRONTS W/ PLPL-2 FINISH AT INSIDE OF
ALL CAB. INTERIORS, TYP

FULL EXTENSION METALSLIDESPARTITION AS SCHEDULED
-1
FINISH, TYP. & MATCHING 3MM EDGEBANDS
WALL FINISH AS SCHEDULEDCONT. SEALANTBASE AS SCHEDULED
ALIGN

SEE ENLARGED PLAN FOR DEPTH
PL-1 FINISH OVER (2) LAYERS OF 3/4" PLYWOOD
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"
2/
1 1
3 1/2"
3/4" ADJUSTABLE SHELVES WITH PLPL-2 FINISH AT INSIDE OF ALL CAB. INTERIORS, TYP

PARTITION AS SCHEDULED
-2 FINISH
1/2" SSM-1 COUNTERTOP, HEAT WELDED SEAMS, TYP. SCRIBE TO WALL, HORZ. MULLIONMEDIA GROMMET AT TELE/DATA AND OUTLET LOCATIONS, TYP 1-1/2" X 1-1/2" X 3/16" STL. ANGLE BRACKET SISTERED & FASTENED TO STUDS @ 3'-0" MAX. O.C. PAINTED BLACK WHERE EXPOSEDACROVYN WALL PANELS (PP-1) UNDER DESK, TYP.
2' - 5 5/8"
1/2" GAP
2X4 FRAMED LOW WALL W/5/8" GYP BOARD AT INSIDE
R
LC.NI
M"
3 -
'2

STOREFRONT, SEE EXTERIOR DETAILS W/SPANDREL GLAZING BELOW MULLION, .

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YT"6
-
'3

BASE AS SCHEDULED
HORZ. MULLION, SEE SCHEDULE
ALIGN

ALIGN EXTERIOR
2' - 1"

SEALANT
3/8" ACOUSTIC SEALANT
1/8" EASED EDGE, TYP1/2" SSM-1 COUNTERTOP, HEAT WELDED SEAMS, TYP.3/4" PLYWOOD

FACE OF WALLSCRIBE TO WALL
2 1/2"

MEDIA GROMMET AT TELE/DATA AND OUTLET LOCATIONS, TYP
4" TO FACE OF WALL
1-1/2" X 1-1/2" X 3/16" STL.

ANGLE BRACKET SISTERED
& FASTENED TO STUDS @ 3'-0" MAX. O.C. PAINTED BLACK WHERE EXPOSED EPDM RUBBER EDGE TRIM FOR KNEE PROTECTION @ EDGE OF BRACKETS

ACROVYN WALL PANELS
(PP-1), UNDER DESK, TYP.
2 1/2" TYP.

WALL FINISH AS SCHEDULEDCONT. SEALANTBASE AS SCHEDULED

SEE ENLARGED PLAN FOR DEPTH
3 1/2"
3/4" ADJUSTABLE SHELVES WITH PLPL-2 FINISH AT INSIDE OF ALL CAB. INTERIORS, TYP

PARTITION AS SCHEDULED
-2 FINISH
SSM-1 COUNTERTOP, SCRIBE TO WALL
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(2) LAYERS OF 3/4" PLYWOOD1/2" PLYWOOD1X FRAMINGPL-1 FINISH "
2/
1 1
PL-1 FINISH OVER (2) LAYERS OF 3/4" PLYWOOD
ALIGN
(

1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
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CBA

INTERIOR DETAILS -

CASEWORK
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1 1/2" = 1'-0" RE: A13/ A-401
E1 BUILT-IN RESTROOM LOCKER
1 1/2" = 1'-0" RE: G12/ A-408
A9 BASE CABINET
1 1/2" = 1'-0" RE: G7/ A-408
E9 STUDY FILE DRAWERS
1 1/2" = 1'-0" RE: G12/ A-408
E5 STUDY BASE SHELVES
1 1/2" = 1'-0" RE: A1/ A-408
A1 COUNTER AT STOREFRONT A13
6" = 1'-0"

WALL HUNG COUNTER
1 1/2" = 1'-0"
A5 BASE SHELVES
1 1/2" = 1'-0" RE: A1/ A-409
E13 STUDY DESK SECTION
NO. DATE ISSUE DESCRIPTION
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

SYMBOL BASIS OF DESIGN MANUFACTURER MODEL / SIZE / TYPE FINISH / COLOR PRODUCT NOTES MATERIAL CO-1
CT-1
WT-1 CERAMIC WALL TILE DALTILE COLORBODY PORCELAIN TILE, 12"X24"X3/8"
FRP
PATCRAFT CARPET TILE REASON 24"X24", RATIONAL TECHNIQUE 00400 WHITE PF02
FIBERGLASS WALL PANELS MARLITE STANDARD FRP S100G WHITE, ANODIZED ALUMINUM TRIM GB-1 GYPSUM BOARD -- --
3872 VOLCANIC ASH LF-1 LINOLEUM FLOORING MARMOLEUM --

SEE FINISH SCHEDULE FOR PAINT COLOR
PC-1 POLISHED CONCRETE W.R. MEADOWS INDUROSHINE INDUROSHINE PDS-1 PL-1 PLASTIC LAMINATE WILSONART LAMINATE 10776-60 KENSINGTON MAPLEPL-2 PLASTIC LAMINATE WILSONART LAMINATE D431-60 ALABASTER PT-1 INTERIOR PAINT KELLY MOORE -- EGGSHELL/ WHITE SHADOW 45PT-2 INTERIOR PAINT KELLY MOORE -- SEMI-GLOSS/ WHITE SHADOW 45

EXTERIOR CABINET FACEINTERIOR CABINET FACE
RAF-1 RESILIENT ATHLETIC FLOORING ECOSURFACES ECONIGHTS 617 MILKY WAY RB-1 RESILIENT BASE ROPPE 4" STANDARD RUBBER BASE 100 BLACK SSM-1 SOLID SURFACE COUNTERTOP &

BACKSPLASH

CORIAN QUARTZ RAIN CLOUD
ST-1 STAINLESS STEEL (COUNTERTOP) -- 16 GA LINEAR BRUSHED

CONCRETE CURB

INTERIOR FINISH LEGEND
SSM-2 SOLID SURFACE SHOWER WALL & PAN CORIAN QUARTZ GLACIER WHITE GL-1 GLAZING PPG FLOAT GLASS, FULLY TEMPERED CLEARGL-2 GLAZING PPG FIRE-RATED, IMPACT RESISTANT GLASS CLEAR DAVIS COLOR DARK GRAY (IRON OXIDE) 860
PL-3 PLASTIC LAMINATE WILSONART LAMINATE D381 FASHION GRAY WITH ALUMINUM WS-1 WINDOW SHADE FABRIC MECHOSHADE ECOVEIL 0950 SERIES SHADOW GREY 0970

MOLDING

EXTERIOR CABINET FACEMONOLITHIC, NO SEAMS
ST-2 STAINLESS STEEL (BACKSPLASH) -- 16 GA LINEAR BRUSHED FINISH TO BE APPLIED USING

HORIZONTAL DIRECTION, THROUGHOUT
GA-1 GALV. STEEL COUNTERTOP GALVANIZED
PT-3 INTERIOR/ EXTERIOR PAINT KELLY MOORE -- MATCH ES-1 COLOR BEAM & OUTRIGGER FINISH TR-1 TERRAZZO FLOORING & BASE ASSOCIATED TERRAZZO -- 30A DRIFTWOOD TG-1 TONGUE & GROOVE CEILING/ EAVE -- 2X6 WESTERN RED CEDAR AL-1 ALUMINUM DOOR FRAME
ST-3 STAINLESS STEEL (ELEVATOR) -- 16 GA --

ANODIZED ALUMINUM
AR-1 ROPPE
WD-3 WOOD DOOR VENEER MASONITE NATURAL BIRCH (QUARTER SAWN) CLEAR STAIN RUBBER FLOOR RECOIL, 3/8" GAUGE, 48" ROLL GOODS 195 LIGHT GRAY #4 BRUSHED ST/STL WALLS AND CEILING FINISH
ST-4 STAINLESS STEEL (BASE) 16 GA LINEAR BRUSHED FINISH TO BE APPLIED USING

HORIZONTAL DIRECTION, THROUGHOUT
WS-2 WINDOW SHADE FABRIC MECHOSHADE EQUINOXBLACKOUT 0100 SERIES DUSK 0106 1% OPENESSOPAQUE
PP-1 PLASTIC PANEL ACROVYN SOLID COLORS, .07" THICK #949 WHITE - SUEDE TEXTURE PATTERN -- ---- --

COLOR IS INTEGRAL TO CONCRETE MIXTURE
DAVIS COLOR DARK GRAY (IRON OXIDE) 860 6" TALL TYP., U.O.N. COLOR IS INTEGRAL

TO CONCRETE MIXTURE

SYMBOL BASIS OF DESIGN MANUFACTURER MODEL / SIZE / TYPE FINISH / COLOR PRODUCT NOTES MATERIAL BR-1 H.C. MUDDOX
PT-4

BRICK VENEER - TUMBLEWEED
KELLY MOORE EXTERIOR PAINT - MATCH ES-1 COLOR
MP-1 METAL PANEL SIDING MORIN PANELING - 70% PVDF - KYNAR 500/ DOVE GRAY

EXTERIOR FINISH LEGEND
MC-1MC-2
ES-1 EXTERIOR STOREFRONT SYSTEM KAWNEER TRIFAB 451-T (CONFIRM) 70% PVDF - KYNAR 500/ CHARCOAL AP-1 MODULAR ACOUSTIC PANEL INNOVATIVE METAL INDUSTRIES 1' TALL PANEL MATCH MP-1 CMU CONCRETE MASONRY UNIT BASALITE 16" X 8" GROUNDFACE 490

METAL COATINGMETAL COATING
- - DUSTY GRAY (RAL 7037)- - GREY ALUMINUM (RAL 9007)
SS-1 2" STANDING SEAM METAL ROOF AEP SPAN
ES-2 EXTERIOR STOREFRONT SYSTEM KAWNEER TRIFAB 451-T (CONFIRM) 70% PVDF - KYNAR 500/ BRICK RED SPAN-LOK HP/ 16" ZINC GRAY

C-CHANNEL NORTH STAIR STRINGER, SECOND FLOOR BALCONY, ENTRY CANOPYSECOND FLOOR BALCONY RAIL & NORTH STAIR RAILPURLINS, OUTRIGGERS, ROOF BEAMFOR USE AT GENERATOR PEN ENCLOSURE

1. SEE SHEET A-701 FOR FINISH FLOOR PLAN2. FINISHES, MATERIALS, MODELS AND MANUFACTURER'S SHOWN ON THIS SHEET'S SCHEDULE AND LEGEND SHALL TAKE PRECEDENCE SHOULD THERE BE ANY DISCREPENCIES ON OTHER ARCHITECTURAL, CONSULTANT DRAWINGS OR SPECIFICATIONS, TYP.

SHEET NOTES
(

1 (. *38*) &7(-.9*(9
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1& 3& 0&<&8&0.

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1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
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CBA

FINISH SCHEDULE
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070

FINISH SCHEDULE
ROOM NO. ROOM NAME FLOOR FINISH WALL BASE WALL FINISH CEILING FINISH REMARKS 101 ENTRY PC-1 RB-1 PT-1 PT-1102 EXERCISE AR-1 SS-4 PT-1 ACT-1103 DECON PC-1 CO-2 PT-2/ FRP PT-2104 TURNOUT PC-1 CO-2 PT-2 PT-2105 APPARATUS BAY PC-1 CO-2 PT-2/ FRP PT-2106 WATER HEATER/ COMPRESSOR ROOM PC-1 CO-2 PT-2 PT-2 106L MECHANICAL LOFT LF-1 RB-1 PT-2 PT-2
107 MED. CLEANING CO-1 CO-2 PT-2 PT-2108 STAIR 01 PC-1 RB-1 PT-1 PT-1109 ELEVATOR LF-1 ST-3 ST-3 ST-3110 BATHROOM TR-1 TR-1 PT-2/ WT-1 PT-2202 HALLWAY LF-1 RB-1 PT-1 ACT-1204 READING ROOM CPT-1 RB-1 PT-1, PP-1 TG-1 PP-1 BENEATH OFFICE COUNTER (SEE DETAIL A1/ A-546)205 ELEVATOR CONTROL RM. LF-1 RB-1 PT-1 PT-1206 DAY ROOM LF-1 RB-1 PT-1 TG-1207 KITCHEN LF-1 RB-1/ ST-4 PT-1 PT-2208 UTILITY LF-1 RB-1 PT-2/ FRP ACT-1209 ELECTRICAL LF-1 RB-1 PT-2 PT-2210 I.T. LF-1 RB-1 PT-2 PT-2211 DORM 04 CPT-1 WB-1 PT-1 ACT-1212 BATHROOM TR-1 TR-1 PT-2/ WT-1 PT-2213 ACCESSIBLE BATHROOM TR-1 TR-1 PT-2/ WT-1 PT-2214 CLOSET LF-1 RB-1 PT-1 PT-1215 DORM 03 CPT-1 RB-1 PT-1 ACT-1216 DORM 02 CPT-1 RB-1 PT-1 ACT-1217 DORM 01 CPT-1 RB-1 PT-1 ACT-1218 STUDY CPT-1 RB-1 PT-1 ACT-1

CASEWORK FINISH SCHEDULE
ROOM ROOM NO. EXTERIOR FINISH INTERIOR FINISH LOCK
APPARATUS BAY 105 PL-3 PL-3 YES (IC CORE)
MED. CLEANING 107 PL-3 PL-3 YES (IC CORE)BATHROOM 110 PL-1 PL-2 YES (PUSH BUTTON KEYPAD)READING ROOM 204 PL-1 PL-2 YES (IC CORE)DAY ROOM 206 PL-1 PL-2 -KITCHEN 207 PL-1 PL-2 YES (IC CORE)UTILITY 208 PL-3 PL-2 -DORM 04 211 PL-1 PL-2 YES (PUSH BUTTON KEYPAD)BATHROOM 212 PL-1 PL-2 - ACCESSIBLE BATHROOM 213 PL-1 PL-2 -
DORM 03 215 PL-1 PL-2 YES (PUSH BUTTON KEYPAD)DORM 02 216 PL-1 PL-2 YES (PUSH BUTTON KEYPAD)DORM 01 217 PL-1 PL-2 YES (PUSH BUTTON KEYPAD)STUDY 218 PL-1 PL-2 YES (PUSH BUTTON KEYPAD) NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) TYPE H

EXTERIOR MAN GATE
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OPENING WIDTH
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OPENING WIDTH

TYPE AW

SINGLE FLUSH DOOR

WITH VISION LITE
"
6 .

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2 4
6"
GL-1
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TYPE A

SINGLE FLUSH DOOR
TYPE E

DOUBLE FLUSH DOOR

OPENING WIDTH
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OPENING WIDTH
TYPE F
4-FOLD DOOR
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OPENING WIDTH
TYPE G

OVERHEAD SECTIONAL DOOR
TYPE C

SINGLE GLAZED DOOR
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OPENING WIDTH
"
5 "
0 -
'
1 5"
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OPENING WIDTH
1' - 6"
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TYPE B

SINGLE FLUSH DOOR

W/ SIDELIGHT
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TYPE D

LEFT-HAND OUT-SWINGING

HINGED PATIO DOOR
MS-3 SHADE AT FIXED WINDOW

OPENING WIDTH

TYPE AF

MAIN ENTRY DOOR

1. SEE FINISH SCHEDULE ON SHEET A-601 FOR FINISHES 2. VERIFY ALL ROUGH OPENINGS PRIOR TO FABRICATION OF DOORS

3. SEE SPECIFICATION SECTION 08 71 00 FOR DOOR HARDWARE, DOOR HARDWARE GROUPS PROVIDED ON SHEET A-602A. DOOR HARDWARE REQUIRED TO MEET CBC 1010.1.9 AND 11B-404.2.7 TO 11B-404.2.10. SEE ADDITIONAL NOTES BELOW.

4. GLAZING FOR DOOR TYPES AF, AW, B, C AND D SHALL BE
TEMPERED GLASS, SEE ALSO SPECIFICATION SECTION 08 11 10, 08 11 20, 08 36 10, 08 41 00, AND 08 80 00.

5. GLAZING FOR DOOR TYPE AF AND D IS TYPE IGU TO MATCH
THE ADJACENT STOREFRONT GLAZING. GLAZING SHALL HAVE U-FACTOR OF 0.45, SHGC OF 0.21 AND OVERALL VT OF 0.31.

6. THE MAXIMUM EFFORT FOR PUSHING OR PULLING NON-FIRE

RATED INTERIOR AND EXTERIOR DOORS AND PUBLIC
ACCESSED AREAS SHALL BE 5 LBS. PER CBC 11B-404.2.9.1

REQUIREMENT IS EXEMPT AT MECHANICAL, ELECTRICAL IT

AND OTHER ROOMS THAT ARE INFREQUENTLY USED AND
USED ONLY BY FIRE PERSONNEL PER CBC 11B-203.

7. THE MAXIMUM EFFORT FOR PUSHING OR PULLING FIRE RATED DOORS SHALL BE 15 LBS. PER CBC 11B-404.2.9.3.

8. THE MAIN ENTRANCE DOOR (101) HAS POWERED OVERHEAD
ADA OPERATOR AND ACTUATORS. OPERATOR SHALL BE
INTERLINKED WITH DOOR ACCESS CONTROLS. POWERED DOORS SHALL HAVE A MAX 8.5 LBS. EFFORT FOR PUSHING OR PULLING PER CBC 11B-404.2.9.1 EXCEPTION 2.

9. SEE SHEET A-603 FOR GLAZING LEGEND & WINDOW SHADE
TYPES

10. APPLICABLE DOOR HARDWARE REQUIREMENTS PER CBC
1010.1.9:

SHEET NOTES
A. 1010.1.9: EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.

B. 1010.1.9.1: DOOR HANDLES, PULLS, LATCHES, LOCKS AND

OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE
ACCESSIBLE BY CHAPTER 11A OR 11B SHALL NOT BE
REQUIRED TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE.

C. 1010.1.9.2: DOOR HANDLES, PULLS, LATCHES, LOCKS AND
OTHER OPERATING DEVICES SHALL BE INSTALLED 34" INCHES MINIMUM AND 48" MAXIMUM ABOVE THE FINISHED FLOOR. LOCKS USED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION ARE PERMITTED AT ANY HEIGHT. SEE ALSO DETAIL E17/A-005.

D. 1010.1.9.3: NOT APPLICABLE. NO LOCKS ON EGRESS SIDE OF DOORS.

E. 1010.1.9.5: MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED.

F. 1010.1.9.6: THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION.

G. 1010.1.9.8: NOT APPLICABLE. NO DELAYED EGRESS SYSTEMS H. 1010.1.9.9: NOT APPLICABLE. NO ELECTRICALLY LOCKED
EGRESS DOORS. FRONT ENTRY HAS ADA OPERATOR AND

ACTUATORS ON EGRESS SIDE, HOWEVER IT IS NOT LOCKED
FROM THE EGRESS SIDE.

I. 1010.1.9.10: NOT APPLICABLE. NO ELECTROMATICALLY LOCKED EGRESS DOORS. DOORS ARE NOT LOCKED ON THE EGRESS SIDE.

J. 1010.1.9.12: NOT APPLICABLE. THERE NO INTERIOR STAIR

EGRESS DOORS
K. 1010.1.9.13: NOT APPLICABLE. NOT A HIGH-RISE BUILDING. (

1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

DOOR SCHEDULE
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070

DOOR SCHEDULE
DOOR NO. FIRE RATING HW SET DOOR ACCESS CONTROL TYPE OPENING DOOR FRAME DETAILS REMARK WIDTH HEIGHT THICK MAT'L FINISH MAT'L PUSH PULL JAMB HEAD SILL 101 -- 01 CR AF 3' - 0" 7' - 6" 1 3/4" AL ES-2 AL ES-1 ES-1 A1/A-504 A8/A-503 A1/A-503 102A -- 09 -- A 3' - 0" 7' - 0" 1 3/4" WD WD-3 AL AL-1 AL-1 A5/A-533 E5/A-533 A5/A-536102B -- 02 -- C 3' - 0" 7' - 0" 1 3/4" AL ES-1 AL ES-1 ES-1 A1/A-509 A8/A-503 A1/A-536; A1/A-503 SIM. PROVIDE RAIN PATTERN TEXTURED GLAZING AT STOREFRONT DOOR 103 -- 03 CR A 3' - 0" 7' - 0" 1 3/4" HM MATCH ES-1 HM MATCH ES-1 MATCH ES-1 F9/A-511; A9/A-511 F1/A-511 A1/A-511104 -- 22 -- A 3' - 0" 7' - 0" 1 3/4" HM PT-2 HM PT-2 PT-2 A1/A-533 E1/A-533 105A 45 MIN. 11 CR AW 3' - 0" 7' - 0" 1 3/4" HM PT-2 HM PT-2 PT-2 A1/A-533 E1/A-533 E1/A-536105B -- 12 -- F 16' - 0" 14' - 0" 2 1/8" STL MATCH ES-2 STL MATCH ES-1 MATCH ES-1 A1/A-514; A10/A-514 E5/A-514 F1/A-514 105C -- 12 -- F 16' - 0" 14' - 0" 2 1/8" STL MATCH ES-2 STL MATCH ES-1 MATCH ES-1 A1/A-514; A10/A-514 E5/A-514 F1/A-514105D -- 12 -- G 16' - 0" 14' - 0" 2" AL MATCH ES-1 AL MATCH ES-1 MATCH ES-1 A7/A-513; A12/A-513 F1/A-513 A1/A-513 105E -- 03 CR A 3' - 0" 7' - 0" 1 3/4" HM MATCH ES-1 HM MATCH ES-1 MATCH ES-1 F9/A-511; A9/A-511 F1/A-511 A1/A-511106A -- 13 -- E 2' - 10" 7' - 0" 1 1/2" HM PT-2 HM PT-2 PT-2 A1/A-533 E1/A-533 106L -- 13 -- E 2' - 10" 3' - 0" 1 1/2" HM PT-2 HM PT-2 PT-2 A1/A-533 E1/A-533 110 -- 14 -- A 3' - 0" 7' - 0" 1 3/4" WD WD-3 HM AL-1 AL-1 A5/A-533 E5/A-533 J1/A-536202 -- 04 CR C 3' - 1" 7' - 1" 1 3/4" AL ES-1 AL ES-1 ES-1 G1/A-509 G1/A-507 SIM. A6/A-512 SIM.204 -- 15 -- C 3' - 0" 7' - 0" 1 1/2" WD WD-3 AL AL-1 A5/A-533 E5/A-533 J5/A-536205 45 MIN. 21 CR A 3' - 0" 6' - 8" 1 3/4" HM PT-2 HM PT-2 PT-2 A1/A-533 E1/A-533207 -- 05 -- D 3' - 1" 7' - 1" 1 3/4" AL ES-1 AL ES-1 ES-1 G1/A-509; D11/A-503 G1/A-507 SIM. A6/A-512 PROVIDE RAIN PATTERN TEXTURED GLAZING AT STOREFRONT DOOR; MS-3 SHADE AT FIXED WINDOW208 -- 10 -- A 3' - 0" 7' - 0" 1 3/4" WD WD-3 AL AL-1 AL-1 A1/A-533 E1/A-533209 -- 16 CR A 3' - 0" 7' - 0" 1 3/4" HM PT-2 HM PT-2 PT-2 A1/A-533 E1/A-533210 45 MIN. 21 CR A 3' - 0" 7' - 0" 1 3/4" HM PT-2 HM PT-2 PT-2 A1/A-533 E1/A-533211 -- 17 -- A 3' - 0" 7' - 0" 1 3/4" WD WD-3 AL AL-1 AL-1 A5/A-533 E5/A-533 J5/A-536212 -- 19 -- A 3' - 0" 7' - 0" 1 3/4" WD WD-3 AL AL-1 AL-1 A5/A-533 E5/A-533213 -- 19 -- A 3' - 0" 7' - 0" 1 3/4" WD WD-3 AL AL-1 AL-1 A5/A-533 E5/A-533214 -- 20 -- A 2' - 0" 7' - 0" 1 3/4" WD WD-3 AL AL-1 AL-1 A5/A-533 E5/A-533 J5/A-536215 -- 18 -- A 3' - 0" 7' - 0" 1 3/4" WD WD-3 AL AL-1 AL-1 A5/A-533 E5/A-533 J5/A-536216 -- 18 -- A 3' - 0" 7' - 0" 1 3/4" WD WD-3 AL AL-1 AL-1 A5/A-533 E5/A-533 J5/A-536217 -- 18 -- A 3' - 0" 7' - 0" 1 3/4" WD WD-3 AL AL-1 AL-1 A5/A-533 E5/A-533 J5/A-536218 -- 15 -- B 3' - 0" 7' - 0" 1 3/4" WD WD-3 AL AL-1 AL-1 A5/A-533 E5/A-533 J5/A-536 G01 -- 06 -- H 3' - 0" 6' - 4" 1 3/4" HM MATCH ES-1 HM MATCH ES-1 MATCH ES-1 G1/A-104 SIDE YARD GATE - SEE SHEET A-104G02 -- 07 -- E 3' - 0" 7' - 8" 1 1/4" HM MATCH ES-1 HM MATCH ES-1 MATCH ES-1 GENERATOR ENCLOSURE PEN DOORSG03 -- 08 7' - 2" 6' - 2" STL MATCH ES-1 STL MATCH ES-1 MATCH ES-1 TRASH ENCLOSURE DOORSG04 -- 12 CR -- 22' - 0" 8' - 0" 2 1/2" STL MATCH ES-1 STL MATCH ES-1 MATCH ES-1 FOLDING GATE AT REAR APRON - SEE SHEET A-102G05 -- -- 3' - 0" 6' - 2" 1 3/4" MATCH ES-1 HM MATCH ES-1 MATCH ES-1 ACCESSIBLE ENTRANCE TO TRASH ENCLOSURE NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

1. SEE SHEET A-602 FOR DOOR SCHEDULE AND HARDWARE SET # COORDINATION.

SHEET NOTES
(

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7*3
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M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

DOOR HARDWARE
GROUPS
$$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
12" = 1'-0"
A1 DOOR HARDWARE GROUP SCHEDULE
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) 9' - 2"
)
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IGU-1
GENERAL STOREFRONT AND WINDOW NOTES1. ALL WINDOW & STOREFRONT OPENING DIMENSIONS TO

ROUGH OPENING, UON

2. SEE FINISH SCHEDULE ON SHEET A-601 FOR FINISHES,
INCLUDING SHADE CLOTH TYPES.

3. VERIFY ALL ROUGH OPENING PRIOR TO FABRICATION OF

WINDOWS AND STOREFRONTS

4. SPANDREL PANEL INDICATED BY GREY HATCH, ALL OTHER
STOREFRONT INFILL IN DRAWING TO BE CLEAR GLAZING, UON, TYP.

5. FOR DOORS, SEE A-602 DOOR SCHEDULE.6. PROVIDE TEMPERED INSULATED GLAZING UNITS AT ALL DOOR SIDELIGHTS AND WHERE SAFETY GLAZING IS REQUIRED PER CODE.

7. SEE TITLE 24 FORMS ON SHEETS T24-000, T24-001, T24-002 & T24-003.

8. ALL EXTERIOR STOREFRONT GLAZING IGU'S SHALL BE
VIRACON CRYSTAL GREY VE-2M#2 LOW E AS SPECIFIED WITH THE FOLLOWING TITLE 24 PERFORMANCE REQ:
- OVERALL U-FACTOR: 0.38- OVERALL SHGC: 0.28- OVERALL VT: 0.44 IGU-1 CLEAR INSULATED GLAZING UNIT: 1" OVERALL, 1/4" TINTED GLASS, 1/2" AIR SPACE, 1/4" GLASS. VIRACON CRYSTAL GREY VE-2M#2 AT OUTSIDE FACE.

IGU-2 OPAQUE SPANDREL INSULATED GLAZING UNIT: SAME AS IGU

WITH VIRACON SPANDREL GLASS AT INSIDE FACE
GL-1 45 MIN FIRE-RATED CLEAR GLASS: 1/4" TEMPERED, IMPACT RESISTANT. SUPERLITE IXL
T TEMPERED SAFETY GLAZINGGLAZING LEGENDSHADE TYPESMS-1.1 WALL MOUNTED MANUAL ROLLER SHADE: MECHOSHADE MECHO5 SLIM POCKET SINGLE ROLLER BLIND SHADE W/WS-1 SOLAR SHADE CLOTH MS-1.2 ABOVE CEILING MANUAL ROLLER SHADE: MECHOSHADE
MECHO5 SLIM POCKET SINGLE ROLLER BLIND SHADE W/ WS-1 SOLAR SHADE CLOTH MS-2 WALL MOUNTED MANUAL ROLLER SHADE: MECHOSHADE
MECHO5 SLIM POCKET SINGLE ROLLER BLIND SHADE W/ WS-2 SOLAR BLACKOUT CLOTH MS-3 INSIDE WINDOW FRAME MOUNTED ROLLER SHADE:

MECHOSHADE MECHO5 CABLE GUIDED, SINGLE ROLLER BLIND SHADE W/ WS-1 SOLAR SHADE CLOTH; NO FASCIA "
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IGU-1 IGU-1 IGU-1
CBC 1030.2: EMERGENCY ESCAPE & RESCUE REQUIRED DIMENSIONS REQ. PROVIDED
- CLR. OPENING HEIGHT: 24" 44"- CLR. OPENING WIDTH: 20" 27 1/4"- MAX HEIGHT AFF: 44" 40 1/2"- MIN. NET CLR. OPENING: 5.7 SQFT. 8.3 SQFT. .

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1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

WINDOW SCHEDULE
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
3/8" = 1'-0"
A5 WIN. TYPE B2 - EXERCISE RM 102
3/8" = 1'-0"
A1 WINDOW TYPE A - ENTRY 101
F11
3/8" = 1'-0"
WINDOW TYPE C1 - DAY RM 204 & OFFICE 206
3/8" = 1'-0"
F7 WINDOW TYPE C2 - OFFICE 206
A14
3/8" = 1'-0"

WINDOW TYPE D - STAIR
3/8" = 1'-0"
A8 WINDOW B3 - EXERCISE RM 102 A11
3/8" = 1'-0"
WIN. TYPE B1 - EXERCISE RM 102
3/8" = 1'-0"
F1 WINDOW TYPE F - KITCHEN
3/8" = 1'-0"
F4 WINDOW TYPE C3 - OFFICE 206
3/8" = 1'-0" RE: A9/ A-120
J1 WINDOW TYPE E - DORM ROOMS
NO. DATE ISSUE DESCRIPTION
06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS) P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) $33$5$786%$<

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FINISH LEGEND
AR-1: RUBBER FLOORING
LF-1: LINOLEUM FLOORING PC-1: POLISHED CONCRETE
TR-1: TERRAZZOWM-1: RECESSED STAINLESS STEEL WALK-OFF MATWM-2: FIBERED MODULAR WALK-OFF MATFIRE POLE LANDING MAT IN SLAB DEPRESSION 2X IPE DECKING

1. SEE SHEET A-601 FOR INTERIOR & EXTERIOR FINISH
SCHEDULE.

2. SEE SHEET A-122 FOR ADDITIONAL INFORMATION AND
DIMENSIONS FOR CURBS & SLAB DEPRESSIONS, TYP.

3. SEE A-535 FOR INTERIOR AND FLOOR FINISH TRANSITION
DETAILS.

SHEET NOTES
106L
(

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7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

PROJECT
NORTH
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

FINISH FLOOR PLAN
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/8" = 1'-0" RE: A9/ A-122
A1 GROUND FLOOR FINISH PLAN
1/8" = 1'-0" RE: A1/ A-201
A9 SECOND FLOOR FINISH PLAN
1/8" = 1'-0"
L6 MECHANICAL LOFT FINISH PLAN
NO. DATE ISSUE DESCRIPTION
10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) $33$5$786%$<

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F5F6
F10 TYP.

EQ7
EQ8
F4 TYP.

EQ21
EQ17 EQ5
EQ18
EQ1
EQ2 EQ3 EQ4
ITEM # MANUFACTURER MODEL NO. MATERIAL / COLOR COMMENT EQUIPMENT ITEM EQ1 GE REFRIGERATOR/ FREEZER ENERGY STAR 22.2 CU FT COUNTER-DEPTH FRENCH-DOOR REFRIGERATOR (GYE22HSKSS)

W/ ICE MAKER

EQUIPMENT SCHEDULE

STAINLESS STEEL
EQ2 GE DISHWASHER PROFILE DISHWASHER WITH HIDDEN
CONTROLS (PDT845SSJSS)

STAINLESS STEEL
EQ3 VULCAN ELECTRIC RANGE AND OVEN 48" INDUCTION RANGE - 8 BURNERS, 2 OVEN (EV48SS)

STAINLESS STEEL
EQ4 WOLF RESIDENTIAL TYPE VENT HOOD 48" PRO WALL HOOD (PW482418) STAINLESS STEEL -SUPPORTED ON CASTER WHEELS; 4" STUB BACKSPLASH; NO SHELF-

VENT HOOD DUCT COVER
EQ5 CEILING MOUNTED POT RACK JK ADAMS CEILING CHAIN SUSPEND (SIZE: LARGE) STAINLESS STEEL/ GRAY -EQ7 MAYTAG WASHING MACHINE 4.5 CU FT CAPACITY FRONT LOAD WASHER (MHW5630HW)

WHITE -
EQ8 MAYTAG DRYER 7.5 CU FT CAPACITY FRONT LOAD
WASHER (MED5630HW)

WHITE -
EQ10 PENCO TURNOUT RM LOCKER STADIUM FULLY FRAMED LOCKER - KNOCKDOWN(24Ǝ W X 21Ǝ D X 72” H)
GRAY (028)
EQ17 BUNN COFFEE MAKER VLFP (7400.0005) STAINLESS STEEL - EQ18 GE MICROWAVE PROFILE 2.2 CU. FT. COUNTERTOP
SENSOR MICROWAVE OVEN (PES7227SLSS)

STAINLESS STEEL/ GREY -
EQ21 WEBER BBQ GRILL PULSE 2000 1560 WATT ELECTRIC GRILL WITH CART (85012001)
- PROVIDE EXTERIOR ELECTRIC OULT AT
2ND FLR. BALCONY
COUNT010101010101020213010101
WOLF 48" PRO WALL HOOD 6" DUCT COVER
(810713)

STAINLESS STEEL
FEATURES SECURITY BOX AND FRICTION CATCH PADLOCK HASP; COAT ROD; SLOTTED FOOT LOCKER FRONT PANEL W/ TOP MOUNTED FOOT LOCKER DOOR. MTD. ATOP 4" CONC. CURB.

ITEM # MANUFACTURER MODEL NO. MATERIAL / COLOR FURNITURE ITEM F0 SAMSUNG FLAT SCREEN TV 43" CLASS TU7000 CRYSTAL UHD 4K SMART TV (UN43TU7000FXZA)

WALL MOUNTED

FURNITURE SCHEDULE

TITAN GRAY
F1 BEUTYREST MATTRESS SILVER WHISTLING CAY EURO-TOP, TWIN XL (SIM-WHI-3XM-ET)
MEMORY FOAM TOP, AIR COOL GEL LAYER, POCKETED COILS, 10 YEAR WARRANTY -
F2 KNOLL CHAIR MULTIGENERATION STACKING CHAIR
W/GLIDES, ARMLESS (2SCNX)
- SILVER FRAME,

ONYX SHELL

COMMENTS
F4 LA-Z-BOYS LOUNGE CHAIR ASTOR ROCKING RECLINER (10519) HANDLE OPERATED LEATHER, CHARCOAL F5 SAMSUNG FLAT SCREEN TV 70" CLASS TU7000 CRYSTAL UHD 4K SMART TV (UN70TU7000FXZA)
- TITAN GRAY
F6 SANUS TILTING TV WALL MOUNT TILT + EXTEND TV WALL MOUNT (SLT) TILT =5° TO -12°;

PROVIDE BACKING IN PLANS, COORDINATE OUTLET LOCATIONS W/ELECTRICAL, USE RECESSED BOXES, PROVIDE FOR HDMI PATHWAY DOWN TO CABINET IF APPLICABLE BLACK
F7 ROOM & BOARD CREDENZA COPENHAGEN MEDIA CABINET WOOD VENEER, 3 DRAWER, 3 OPEN

SHELVES
GREY
F8 SAMSUNG TV SOUND BAR 3.1CH SOUNDBAR W/ 3D SURROUND SOUND (WIRELESS SUBWOOFER) (HW-T650/ZA)
HDMI OUPUT, INPUT AND USB INPUT, BLUETOOTH, 340W, REMOTE BLACK
F10 HOOT JUDKINS DAY ROOM CHAIR AMISH CRAFTED SOLID RUSTIC HICKORY WOOD PORTLAND ARM CHAIR (DRAPL468ARH5)
- GUNSMOKE FINISH
F11 HERMAN MILLER, DESIGN WITHIN
REACH
TASK CHAIR AERON CHAIR; SIZE MEDIUM (1000691740) - GRAPHITE FRAME/

GRAPHITE BASE, STANDARD ARMPAD
COUNT01080604010201030603
F12 U-LINE FLAMMABLE STORAGE

CABINET
H1563S: FLAMMABLE STORAGE CABINET 30 GALLON (43"Wx18"Dx44"H) WITH SELF CLOSING DOORS RED 01
F13F14

D-CYLINDER OXYGEN STORAGE TANKSCBA CYLINDER CARRIER
USA SAFETY 4 CYLINDER D CYLINDER STORAGE RACK
#GRMDE4SSC (13"Wx13"Dx21"H)
GREEN 01 -
GEARGRID 4 CYLINDER CARRIER - RED 01
(

1 (. *38*) &7(-.9*(9
7*3
ª
ª 89&9* 4+ (&1 .+473 &.
1& 3& 0&<&8&0.

PROJECT
NORTH
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LKJHGFE
D
CBA

FF&E PLANS
$
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
1/8" = 1'-0" RE: A9/ A-122
A1 GROUND FLOOR FF&E PLAN
1/8" = 1'-0" RE: A1/ A-201
A9 SECOND FLOOR FF&E PLAN
P1
P1
NO. DATE ISSUE DESCRIPTION
P1 05/03/2021 ISSUE FOR BUILDING PERMITP2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1) REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs)

REVIEWED FOR CODE COMPLIANCE
DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg

REVIEWED FOR CODE COMPLIANCE
DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg
09/20/21
Principal
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg
SHEET
NO. SHEET DESCRIPTION
E-001 ELECTRICAL GENERAL NOTES
E-002 ELECTRICAL LEGEND AND ABBREVIATIONSE-003 LIGHTING FIXTURE SCHEDULEE-004 SINGLE LINE DIAGRAM E-005 PANEL SCHEDULES
E-006 LIGHTING CONTROL DIAGRAMS
E-101 ELECTRICAL SITE PLAN
E-102 SITE PHOTOMETRIC AND BUG RATING SITE PLAN
E-111 LIGHTING FLOOR PLAN
E-112 POWER FLOOR PLANE-113 ENLARGED ELECTRICAL PLANS
E-121 COMMUNICATIONS FLOOR PLAN
E-122 FIRE STATION ALERTING SYSTEM (FSAS) FLOOR PLANE-123 FSAS LEGEND AND DETAILS E-131 MEP FLOOR PLAN
E-132 ELECTRICAL ROOF PLAN
E-201~206 ELECTRICAL DETAILS
E-301 ENERGY COMPLIANCE FORMS - INTERIOR
E-302 ENERGY COMPLIANCE FORMS - EXTERIORE-303 ENERGY COMPLIANCE FORMS -POWERE-304 ENERGY COMPLIANCE FORMS - SOLAR M
1 Drawing TitleDrawing No.
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NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
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San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

Phone: (805) 543-3850
Fax: (805) 543-3829
[email protected]
03/09/2020 SCHEMATIC DESIGN05/15/2020 90% DESIGN DEVELOPMENT DRAWING SET06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMIT
P2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1)

ELECTRICAL

GENERAL NOTES
E-001

1. REFER TO ARCHITECTURAL CODE SHEET FOR FIXTURE TYPE R3 OCCUPANCY SPACES.

2. ARC-FAULT CIRCUIT -INTERRUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED IN 210.12 (A), (B), AND (C). THE ARC-FAULT CIRCUIT INTERRUPTER SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION.

ALL 120 VOLT, SINGLE PHASE 15 AND 20AMPERE BRANCH CIRCUITS SUPPLYING

OUTLETS INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS,

LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION

ROOMS, CLOSET, HALLWAYS, LAUNDRY AREAS OR SIMILAR ROOMS OR AREAS

SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER,

COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (CEC 210-12(A).

3. ALL ELECTRICAL OUTLETS INSTALLED IN BATHROOMS, GARAGES, BASEMENTS,

CRAWL SPACES, OUTDOORS, KITCHEN COUNTERS, AND AT WET BAR SINKS SHALL

HAVE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION IN COMPLIANCE WITH NEC Art. 210-8, CONSISTING OF 125 VOLT, SINGLE-PHASE, 15- AND 20- AMPERE RECEPTACLES.

4. ALL RECEPTACLE APPLIANCE EQUIPMENT SHOWN ON PLANS MUST BE

COORDINATED WITH ARCHITECT ELEVATION AND MANUFACTURER'S REQUIREMENTS PRIOR TO ROUGH-IN.

5. EACH MULTI-WIRE BRANCH SHALL BE PROVIDED WITH A MEANS THAT WILL

SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE BRANCH CIRCUIT ORIGINATES (ARTICLE CEC 210.4)

6. ALL BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY A MINIMUM OF ONE 20-AMPERE BRANCH CIRCUIT, SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS.

THIS DEDICATED CIRCUIT MAY SERVICE MORE THAN ONE BATHROOM. NEC ART. 210-52(d). RECEPTACLES SHALL BE ADJACENT TO AND WITHIN 36" OF THE OUTSIDE EDGE OF EACH BASIN.

7. ALL 125V, 15AMPS AND 20AMP RECEPTACLE IN DWELLING UNITS SHALL BE TAMPER-RESISTANT PER CEC 406.12.

8. RECESSED LUMINAIRES INSTALLED IN AREAS TO RECEIVE INSULATION SHALL BE "IC" LUMINARIES AND ARE CERTIFIED AND LABELED AS AIRTIGHT TO THESTANDARDS PRESCRIBED BY THE RESIDENTIAL ENERGY CODE.

9. RECESSED LIGHT FIXTURES INSTALLED IN A FIRE RATED ASSEMBLY SHALL BE

INSTALLED PER THE APPROVED LISTING OR PROTECTED BY AN APPROVED METHOD.

10. BATHROOM RECEPTACLES MUST BE ON A 20 AMP, CIRCUIT (OR CIRCUITS) WITH NO OTHER OUTLETS.

11. CEILING-SUSPENDED (PADDLE) FANS (IF SHOWN) SHALL BE SUPPORTED

INDEPENDENTLY OF AN OUTLET BOX OR BY LISTED OUTLET BOX OR OUTLET BOX SYSTEMS IDENTIFIED FOR THE USE AND INSTALLED IN ACCORDANCE WITH CEC314-27(D), CEC 422-18. PROVIDE BOX FOR FUTURE PADDLE FAN IN BEDROOMS IF NOT SHOWN ON PLANS.

12. ALL LUMINAIRES AND LAMPHOLDERS SHALL BE LISTED CEC 410-6.13. HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID LIGHTING CONTAIN ONLY HIGH EFFICACY LAMPS AS OUTLINED IN TABLE 150-C OF THE RESIDENTIAL ENERGY CODE AND NOT CONTAIN A MEDIUM SCREW BASE SOCKET.

14. LIGHTS IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS MUST BE

HIGH EFFICACY, CONTROLLED BY A DIMMER OR CONTROLLED BY A MANUAL-ON OCCUPANT SENSOR.

15. PROVIDE A 120V RECEPTACLE AND LIGHT NEAR THE FAU WITH A LIGHT SWITCH LOCATED IN THE ATTIC ACCESS.

16. PUSH BOTTOM AT FRONT DOOR SHALL BE +/-12" FROM DOOR JAMB. VERIFY LOCATION WITH DOOR TRIM.

17. EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL

SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTOR AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. CEC 210 4(B)

18. STEEL ELECTRICAL BOXES LESS THAN OR EQUAL TO 16 SQUARE INCHES CAN PENETRATE MEMBRANES OF WALLS WITH UP TO A 2 HOUR RATING PROVIDED THEY

ARE SEPARATED FROM SUCH PENETRATIONS ON THE OPPOSITE SIDE OF THE WALL BY EITHER 24 INCHES, A DISTANCE EQUAL TO THE DEPTH OF THE WALL IF FILLED

WITH CELLULOSE LOOSEFILL/ROCKWOOL/MINERAL WOOL, SOLID FIRE BLOCKING, OR LISTED PUTTY PADS (CBC 714.3.2)

19. PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SECTIONS 714.3 & 714.4.

20. IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS AT LEAST ONE

LUMINAIRE IN EACH OF THESE SPACES SHALL BE CONTROLLED BY A VACANCY SENSOR. (CEC 150.0)

21. RESIDENTIAL OUTDOOR LIGHTING CEC 150 (k) 3: IN ADDITION TO MEETING THE REQUIREMENTS OF SECTION 150.0(k)A, LUMINAIRES PROVIDING RESIDENTIAL OUTDOOR LIGHTING SHALL MEET THE FOLLOWING REQUIREMENTS.

A. CONTROLLED BY MANUAL ON AND OFF SWITCH.

B. CONTROLLED BY A PHOTOCELL AND MOTION SENSOR.

C. CONTROLLED BY ONE OF THE FOLLOWING METHODS.
a. PHOTOCONTROL AND AUTOMATIC TIME SWITCH CONTROL.
b. ASTRONOMICAL TIME CLOCK.
c. ENERGY MANAGEMENT SYSTEM.

SMOKE ALARM AND CARBON MONOXIDE

SYSTEMS NOTES

1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN

ACCORDANCE WITH CODES, STANDARDS, AND ORDINANCES AS SET FORTH BY THEAUTHORITIES HAVING JURISDICTION AND THEIR LATEST ADOPTED EDITIONS (IN

EFFECT AT TIME OF BUILDING PERMIT APPLICATION) OF THE FOLLOWING PUBLICATIONS:

A. CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES 2019 CALIFORNIA ELECTRICAL CODE, 2019 CALIFORNIA FIRE CODE, 2019 CALIFORNIA BUILDING CODE, ETC. WITH LOCAL AMENDMENTS AS APPLICABLE.

B. AMERICANS WITH DISABILITIES ACT (ADA).

2. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER. KEEP DEAD FRONTEQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. CONDUCT ALL

CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS WELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS, TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD

ALL PARTIES HARMLESS OF NEGLIGENT SAFETY PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOB SITE.

3. FIRE RATED ASSEMBLIES SHALL MAINTAIN RATINGS AS SPECIFIED IN THE CALIFORNIA BUILDING CODE CHAPTER 7. CONTRACTOR SHALL PROVIDE AND INSTALL PHYSICAL ENCLOSURE AROUND FIXTURES, PANELS, ETC. AS REQUIRED.

ALL ASSEMBLIES TO BE PENETRATED SHALL BE INSTALLED WITH APPLICABLE

THROUGH-PENETRATION FIRESTOP SYSTEM AS DETERMINED BY UL CLASSIFICATION. BEFORE CONSTRUCTION, VERIFY AND COMPLY WITH REQUIREMENTS OF LOCAL AUTHORITY HAVING JURISDICTION.

4. MOUNTING HEIGHTS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:
+15" AFF: RECEPTACLES, TELEPHONE, TV & DATA OUTLETS. (MEASURED

BOTTOM OF OUTLET BOX)
+46" AFF: OUTLET ABOVE COUNTER (MEAUSRED TOP OF OUTLET BOX)+48" AFF: LIGHT SWITCHES. (MEASURED TOP OF OUTLET BOX)+48" AFF: FIRE ALARM MANUAL PULL STATIONS, T-STATS. (MEASURED TOP OF

OUTLET BOX)
THE LOWER OF +80" AFF TO BOTTOM OF LENS, OR 6" BELOW CEILING: FIRE ALARM VISUALS.

REFER TO DETAIL 34/E-204.

ELECTRICAL SWITCHES: CONTROLS AND SWITCHES INTENDED TO BE USED BY

THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHT AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT,SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THEOUTLET BOX NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THEOUTLET BOX TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM. [CBC 11B-308.1.1]
ELECTRICAL RECEPTACLE OUTLETS: ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEMRECEPTACLES SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING NOR LESSTHAN 15 INCHES MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING TO THE LEVEL OF THE FINISH FLOOR OR WORKINGPLATFORM [CBC 11B-308.1.2]

CONTROLS AND OPERATING MECHANISMS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 11B-309.

BEFORE ROUGH-IN, VERIFY ALL MOUNTING HEIGHTS AND EXACT LOCATIONS FOR

ALL EQUIPMENT ELECTRICAL CONNECTIONS, STUB-UPS, RECEPTACLES, OUTLETS, ETC. WITH ARCHITECT OR OWNER. PLACE DEVICES LOCATED ABOVE COUNTERS, SHELVING, ETC. AND IN BATHROOMS SO AS NOT TO CONFLICT WITH EDGES OF WAINSCOTING, COUNTER SPLASH, SHELVING, ETC. ARCHITECTURAL SHEETS SHALL GOVERN.

5. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES,

CONTACTORS AND OTHER SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED PLASTIC NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLY LABEL CONDUIT DESTINATIONSON BOTH VISIBLE ENDS OF CONDUIT RUNS WHERE CONDUITS TERMINATE AT

DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND SPLICE BOXES).

6. EQUIPMENT ANCHORAGE NOTE

ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE ANCHORED OR BRACED TO MEET THE HORIZONTAL AND VERTICAL FORCES PRESCRIBED IN THE 2016 CBC, SECTION 1614A.1.13 AND ASCE 7-05 SECTIONS 13.3, 13.4 & 13.6.

THE ATTACHMENT OF THE FOLLOWING ITEMS SHALL BE DESIGNED TO RESIST THE FORCES PRESCRIBED ABOVE, BUT NEED NOT BE DETAILED ON THE PLANS:

A. EQUIPMENT WEIGHING LESS THAN 400 POUNDS SUPPORTED DIRECTLY ON THE FLOOR OR ROOF.

B. FURNITURE REQUIRED TO BE ATTACHED IN ACCORDANCE WITH PART 2, TITLE 24, C.C.R..

C. TEMPORARY OR MOVABLE EQUIPMENT.

D. EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUPPORTED BY VIBRATION ISOLATORS.

E. EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.

FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED

DRAWINGS, THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE MECHANICAL/ELECTRICAL ENGINEER.

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTEPIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO RESIST THE FORCES PRESCRIBED IN ASCE 7-05 SECTION 13.3 AS DEFINED IN ASCE 7-05 SECTION 13.6.8, 13.6.7, AND 13.6.5.5, ITEM 6, RESPECTIVELY.

FIRE SPRINKLER MONITORING ALARM SYSTEM IS A DEFERRED APPROVAL AND DEVICES SHOWN ON PLANS ARE FOR REFERENCE ONLY. FULL DESIGN-BUILD SHOP DRAWINGSSHALL BE PREPARED BY THE CONTRACTOR AND BE SUBMITTED TO THE ARCHITECT AND

ENGINEER FOR REVIEW, UPON FAVORABLE REVIEW BY THE ARCHITECT AND ENGINEER,

SHOP DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE LOCAL FIRE AUTHORITY FOR APPROVAL. INSTALLATION OF THE FIRE ALARM SYSTEM SHALL NOT BEGIN

UNTIL THE LOCAL FIRE AUTHORITY HAS APPROVED THE SHOP DRAWINGS

1. PROVIDE ALL WORK AND MATERIAL REQUIRED FOR A COMPLETE AND OPERATING FIRE ALARM SYSTEM. WORK SHALL INCLUDE (BUT NOT BE LIMITED TO):

A. SHOP DRAWINGS
B. SUBMITTAL FOR APPROVAL
C. COMPLETE INSTALLATION AND TESTING
D. SYSTEM TRAINING FOR OWNER'S REPRESENTATIVE
E. WARRANTY

2. SUBMIT A SEPARATE SET OF DETAILED FIRE ALARM PLANS, SPECIFICATIONS AND ENGINEERING CALCULATIONS INCLUDING BUT NOT NECESSARILY LIMITED TO:

A. CSFM LISTING #'S AND MANUFACTURER MODEL #'S FOR EVERY SYSTEM COMPONENT WHICH IS TO BE INTERCONNECTED AS A PART OF THIS PROJECT.

B. SINGLE LINE, RISER AND POINT TO POINT WIRING DIAGRAMS INCLUDING BATTERY AND VOLTAGE DROP CALCULATIONS FOR THE ENTIRE SYSTEM.

C. INDICATION OF CONDUCTOR TYPE(S), POWER-LIMITED OR NON-POWER-LIMITED SYSTEM.

D. SCALED ELEVATION OF REMOTE GRAPHIC ANNUNCIATOR PANEL AT ENTRY. (IF REQUIRED).

E. LIST OF PROPOSED ZONES FOR ALL INITIATING DEVICES.F. MATRIX OF SYSTEM OPERATION.

G. INFORMATION AS REQUIRED TO DEMONSTRATE COMPLIANCE WITH

APPLICABLE CODE(S) AND GAIN APPROVAL OF AUTHORITY(IES) HAVING JURISDICTION.

FIRE ALARM SYSTEM INSTALLATION SHALL NOT BEGIN UNTIL SEPARATE PERMIT HAS

BEEN OBTAINED AND ALL OF THE ABOVE HAS BEEN ACCEPTED AND SIGNED BY THE AUTHORITY(IES) HAVING JURISDICTION AND THE ARCHITECT. AFTER CONSTRUCTION, PROVIDE ACCURATE FIELD RECORD DRAWINGS TO OWNER.

3. AS A MINIMUM, UNLESS OTHERWISE NOTED, FIRE ALARM CONTROL PANEL SHALL BE PROVIDED WITH BATTERY BACKUP, 4 ZONES AND 1 SIGNAL CIRCUIT WITHPROVISIONS FOR FUTURE EXPANSION. PROVIDE WITH DIALER (DACT) AND CONNECT TO COMMUNICATIONS SYSTEM WITH (2) DEDICATED VOICE LINES AS REQUIRED TO

SEND SEPARATE AND DISTINCT SIGNALS (AS REQUIRED BY THE FIRE DEPARTMENT) TO AN APPROVED CENTRAL STATION. FIRE SPRINKLER RISER WATER FLOW AND /

OR VALVE TAMPER SWITCHES SHALL BE PROVIDED AND INSTALLED BY THESPRINKLER SYSTEM CONTRACTOR, AND WIRED BACK TO THE FACP BY THE FIRE ALARM CONTRACTOR. COORDINATE FOR PROPER VOLTAGE. ALL FIRE ALARM COMPONENTS SHALL BE CALIFORNIA STATE FIRE MARSHAL LISTED.

4. DUCT SMOKE DETECTORS SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR AND INSTALLED BY MECHANICAL CONTRACTOR. DETECTOR POWER AND SUPERVISORY WIRING AND CONNECTIONS SHALL BE MADE BY ELECTRICAL CONTRACTOR.

MECHANICAL UNIT CONTROL (SHUTDOWN UPON DETECTOR ALARM) WIRING AND CONNECTIONS SHALL BE MADE BY MECHANICAL CONTRACTOR.

5. APPROVED NOTIFICATION APPLIANCES FOR THE HEARING IMPAIRED SHALL BE INSTALLED IN ACCORDANCE WITH NFPA REQUIREMENTS IN THE FOLLOWING AREA:

RESTROOMS, CORRIDORS, OCCUPIED ROOMS WHERE AMBIENT NOISE IMPAIRS

HEARING OF THE FIRE ALARM, LOBBIES, MEETING ROOMS, AND OTHER AREA FOR COMMON USE. (ONLY REQUIRED IF PROJECT COMPLY TO ITEM 6 BELOW)

6. FIRE STATION IS A MIXED OCCUPANCY BUILDING WITH B/R2/S2/A. THE OCCUPANT LOAD IS LESS THAN 500 PEOPLE AND HAVE ONE DWELLING UNITS. THE PROJECT WILL HAVE AN AUTOMATIC FIRE SPRINKLER SYSTEM. FIRE ALARM SYSTEM IS ONLY REQUIRED IF ONE OF THE OPTIONS ARE MET.

A. CBC 907.2.9 GROUP R3 OCCUPANCIES REQUIRE A FIRE ALARM ONLY WHEN THE BUILDING CONTAINS MORE THE 16 DWELLING UNITS OR SLEEPING UNITS.

B. CBC 907.2.2 GROUP B OCCUPANCIES REQUIRE A FIRE ALARM SYSTEM ONLY WHEN THE COMBINED GROUP B OCCUPANT LOAD OF ALL FLOORS IS 500 OR MORE.

7. RESIDENTIAL DWELLING UNITS REQUIRED TO PROVIDE COMMUNICATION FEATURES SHALL COMPLY WITH THE SECTION 11B-809.5

CONDUIT SYSTEMS USED ON THIS PROJECT SHALL BE AS FOLLOWS

1. PVC SCHEDULE 40 - underground/below slab with GRS elbows and risers tape wrapped).

2. ELECTRICAL METALLIC CONDUIT (EMT) - above grade/slab in building construction and where exposed above 8'-0" aff.

3. GALVANIZED RIGID STEEL (GRS) - where exposed below 8'-0" aff. and/or where subject to physical damage.

4. FLEXIBLE STEEL CONDUIT - above ceilings and/or concealed in building construction (seal tight flex rquired in exterior locations).

5. MC CABLE ALLOWED IN OCCUPANCY R2 ZONES ONLY.

REFER TO SECTION 260533 & 260500 OF SPECIFICATIONS FOR ADDITIONAL INFORMATION.

CONDUITS SHALL BE MINIMUM 1/2" UNLESS OTHERWISE NOTED, 3/4" FOR ALL HOME RUNCONDUITS AND WHERE ROUTED BELOW SLAB OR UNDERGROUND. CONDUIT SIZES, WHERE NOT NOTED ON THE DRAWINGS, SHALL BE SIZED FOR MAXIMUM 40% FILL PER CEC 310-6.

ADDITIONAL CONDUIT REQUIREMENTS.
- ROUTE CONDUIT(S) BELOW GRADE OR ABOVE CEILING SO THAT WALL OUTLETS,

DEVICES, AND CONDUITS IN ALL EXPOSED BRICK WALL LOCATIONS SHALL BE RECESSED MOUNTED INSIDE BRICK. LOCATE DEVICES AT CELL WITHREINFORCEMENT CENTER AT BRICK AND/OR ONE CELL OVER AWAY FROM JAMB.REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR CMU WALL LOCATIONS SECTIONS, AND DETAILS.
- REFER TO ELECTRICAL DETAILS 8&9/E-201 FOR METAL PIPE PENETRATION THRU FIRE RATED WALL. PENETRATION OF FIRE-RESISTIVE WALLS AND FLOOR CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SECTION 714.
- REFER TO ELECTRICAL DETAIL 11/E-202 FOR DEVICE INSTALLATION FOR FIRE RATED WALLS.
- NO CONDUITS OR PIPING IN ANY SPACE SHALL BE EXPOSED AT THE CEILING AND WALL (COORDINATE WITH ALL DISCIPLINES PRIOR TO CONSTRUCTION). LOCATE ALL

CONDUIT WITHIN WALLS

CONDUIT SYSTEMS NOTES

1. SINGLE OR MULTIPLE SMOKE ALARMS SHALL BE INSTALLED AND MAINTAINED IN GROUPS R-3, REGARDLESS OF OCCUPANT LOAD AT ALL OF THE FOLLOWING LOCATIONS PER CRC 2016 R314.

A. IN EACH SLEEPING ROOM
B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.

C. SMOKE ALARMS SHALL BE INSTALLED NO LESS THAN 3 FEET HORIZONTALLY

FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB

OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMAKE ALARM REQUIRED BY SECTION R14.3
D. SMOKE ALARMS SHALL BE INSTALLED ACCORDING TO CBC 907.2.11.8 AND CRC R314.3.3.

2. THE SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT

ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER

BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED (CBC 907.2.11.5)

3. SMOKE ALARMS SHALL BE TESTED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. SMOKE ALARMS THAT NO LONGER FUNCTION SHALL BE REPLACED.

4. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN NEW DWELLING UNITS WHICH HAVE FUEL-BURNING APPLIANCES INSTALLED (CBC 915.1.2)

5. CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE

BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. WIRING SHALL BE PERMANENTAND WITHOUT A DISCONNECTING SWITCH OTHER THAN A REQUIRED FOR OVERCURRENT PROTECTION (CBC 915.4.1)

6. REQUIRED CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (CBC 915.2)
A. OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.

7. INTERCONNECTION: WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS

REQUIRED TO BE INSTALLED WITHIN A DWELLING UNIT OR WITHIN A SLEEPING UNIT

IN GROUP R OCCUPANCIES, THE ALARMS SHALL BE INTERCONNECTED IN A MANNER

THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT (CBC 915.4.4)
REFER TO SPECIFICATIONS 26 0519 FOR ADDITIONAL INFORMATION.

1. WIRE CONNECTORS SHALL BE MINIMUM 75 DEGREE CENTIGRADE RATED AND

PROPERLY SIZED FOR THE NUMBER OF CONDUCTORS BEING CONNECTED, TERMINATED, SPLICED, ETC. ALL ABOVE GRADE CONNECTORS SHALL BE

SOLDERLESS LUG OR PLASTIC WIRE NUT TYPE, SCREW ON, PRESSURE CABLE TYPE (WIRE UT OR SPRING NUT TYPE) 600 VOLT, 105 DEGREE C, WITH SKIRT TO COVER ALL PORTIONS OF STRIPPED WIRES. CONNECTOR SHALL BE U.L. RATED FOR NUMBER AND SIZE OF CONDUCTORS BEING JOINED TOGETHER AS SPLICED.

2. WIRES AND CABLES FOR LINE VOLTAGE SYSTEM AND CONTROLS. WIRE AND CABLE SHALL BE COPPER, 600 VOLT RATED THROUGH OUT. CONDUCTORS 14AWG OT 10AWG, SOLID OR STRANDED. CONDUCTORS 8 AWG AND LARGER, STRANDED

3. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED. MINIMUM SIZE FOR INDIVIDUAL CONDUCTORS SHALL BE #12 AWG UNLESS OTHERWISE NOTED ONPANEL SCHEDULE OR PLANS. SIZE #8 AWG AND LARGER SHALL BE STRANDED CONDUCTOR. INDIVIDUAL CONDUCTORS SHALL BE INSULATED WITH TYPE, XHHW, THW, THHN/THWN 600 VOLT INSULATION UNLESS OTHERWISE NOTED.

4. PROPER INSULATION TYPE SHALL BE USED FOR THE PROPER ENVIRONMENTAL APPLICATION (I.E. WATERPROOF, WET LOCATION, PLENUM TEMPERATURE RATED).ALL CONDUCTORS, WIRING CABLE WHERE INSTALLED BELOW FLOOR, SLAB OR

UNDERGROUND SHALL BE CONSIDERED WET LOCATIONS, AND SHALL BE RATED ACCORDINGLY. NON WATERPROOF CABLING IS NOT ALLOWED IN ANY BELOW GRADE OR WET APPLICATION.

GENERAL NOTES SHEET INDEX TYPICAL DWELLING UNIT NOTES
(DEFERRED APPROVAL)

FIRE SPRINKLER MONITORING ALARM

SYSTEMS NOTES

CONDUCTORS AND CABLES
- PROVIDE WHITE DECORA STYLE OUTLETS WITH WHITE COVER PLATES IN LIVING AREA AND STAINLESS IN APPARATUS BAY, SUPPORT AREA (IE. SHOP AND TURNOUT) AND KITCHEN.

WIRING DEVICES
P2
P2
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg

LEGEND AND

ABBREVIATION
E-002

PUSHBUTTONFLUSHMOUNT PANELSURFACEMOUNT PANELFLUSHMOUNT CABINETSURFACEMOUNT CABINETDAMPER MOTORHUMIDISTATMAGNETIC CONTACTORCOMBINATION STARTER DM
H
M

MISCELLANEOUS

THERMOSTATCIRCUIT BREAKERFUSIBLE SWITCHGROUNDPHASECLOCKSAFETY DISCONNECT T
Ø
MOTORNEW POWER HOMERUN(3 HOTS & NEUT SHOWN)CONDUIT SEALINDICATES LINE CONTINUESCONDUIT STUB (W/MARKER)FLEXIBLE CONNECTION

CONDUIT/WIRE

CLOCK/SPEAKER COMBINATION WALL MOUNTED CLOCKNEWUNDERGROUND S

SURFACE WRAP (WIDE)
A
FLUOR. STRIP UONPOLE LIGHTBOLLARDTANDEM-WIRED LAMPSUNDERCABINET LIGHTPENDANT LINEAR FLUOR.RECESSED WALLMOUNTEXIT LIGHT- WALLEXIT LIGHT- CEILING (ARROW INDICATES DIRECTION)

LETTER ADJACENT INDICATESFIXTURE TYPE

LIGHT FIXTURES

CEILING SURFACEMOUNTWALL SURFACEMOUNTPENDANT MOUNTRECESSED DOWNLIGHTRECESSED WALLWASHRECESSED TROFFERSURFACE WRAP (NARROW)WALL LINEAR

LED COVE LIGHT PER FIXTURE SCHEDULE
NOTE: INTERPRET IN CONTEXT

SECURITY CAMERA C

POWER LEGEND

DUPLEX RECEPTACLE
(GFCI) GROUND FAULT CURRENT INTERRUPTER DEVICE
MOUNT ABOVE COUNTER PER ADA. REFER TO ARCH.MOUNT AT +48" MEASURED TO TOP OF BOX.NEMA 3R COVER (BELL # 1503 OR ENGINEER APROVED EQUAL) 208V RECEPTACLE
WHILE-IN USE NEMA 3R COVER (TAYMAC #MX4280S OR ENGINEER APROVED

EQUAL)FLOOR MOUNTED OUTLET
(1)CONTROLLED DUPLEX RECEPTACLE AND (1) DUPLEX RECEPTACLE COMMUNICATION OUTLET FOR DATA OR PHONE.

PROVIDE 3/4"ENT CONDUIT STUB TO "CTB" OR ABOVE ACCESSIBLE CEILING SPACE.

COMBINATION POWER AND TELEVISION OUTLET. PROVIDE 3/4"ENT CONDUIT TO "CTB" (ARLINGTON TVBS50-DB OR EQUAL)
VERIFY MOUNTING HEIGHT PRIOR TO ROUGH-IN.

GROUND BAR
CEILING MOUNTED OUTLETSWITCH RECEPTACLECARD READER. PROVIDE 1/2"C.O. TO ACCESSIBLE CEILING SPACE. VERIFY ROUGH-IN REQUIREMENTS WITH CARD READ MANUFACTURER.

GANG WITH SWITCH
DISCONNECT FUSE OR NON FUSEDUSB OUTLET (LEVITON #T-5832 OR EQUAL) CR
SA

WALL SWITCH OCCUPANCY SENSOR, SINGLE BUTTON, DUAL
TECHNOLOGY (SENSOR SWITCH #WSD-PDT)
3-WAY SWITCH

SINGLE POLE SINGLE THROW (SPST) SWITCH

LIGHTING POWER BRANCH CIRCUIT
CEILING MOUNTED OCCUPANCY SENSOR EXTENDED RANGE 360
DEGREES LINE VOLTAGE, DUAL TECHNOLOGY. (SENSOR SWITCH #CMRPDT 10) OS
CONTROL CABLE, CAT 5 LOW VOLTAGE PER SYSTEM REQUIREMENTS ABOVE T-BAR CEILING.

C5
4-WAY SWITCH
nLIGHT 1-POLE WALL SWITCH OCCUPANCY SENSOR, DUAL TECHNOLOGY, LOW VOLTAGE, DIMMING CONTROL (#nWSX PDT LV DX)
nLIGHT LOW VOLTAGE DUAL TECHNOLOGY CEILING MOUNT 360°
OCCUPANCY SENSOR (#nCM PDT 10). "C" DENOTES CORNER MOUNT. nOSD
LV LOW VOLTAGE PER MANUFACTURER'S REQUIREMENTS IN 1/2" CONDUIT nLIGHT 0-10V DIMMING POWERPACK TO DIMM FIXTURES (nPP16D) REFER TO MANFUFACTURER WIRING DIAGRAM.
nLIGHT POWER PACK FOR CONTROLLED RECEPTACLES (nPP20 PL).

REFER TO MANFUFACTURER WIRING DIAGRAM.

T24
CEILING MOUNTED OCCUPANCY SENSOR 360 DEGREES LOW VOLTAGE, DUAL TECHNOLOGY. (SENSOR SWITCH #CM PDT 10)
OS
LV
nLIGHT 2 CHANNELS WITH DIMMING CONTROLS (nLIGHT NPODM 2P DX) n2D PC
nLIGHT 4 CHANNELS WITH DIMMING CONTROLS (nLIGHT NPODM 4P DX) nLIGHT LOW VOLTAGE DUAL TECHNOLOGY CEILING MOUNT 360°
OCCUPANCY SENSOR WITH DAYLIGHT HARVESTING (#nCM PDT 10 ADC)

PROGRAM SENSOR TO PROVIDE SEPARATE CONTROL FOR PRIMARY AND SECONDARY DAYLIT ZONES (AS APPLICABLE). GENERAL LIGHTING

POWER IN ASSOCIATED DAYLIT ZONE SHALL BE REDUCE BY A MINIMUM OF 65%
n4D
WALL SWITCH OCCUPANCY SENSOR, 2-BUTTON, DUAL TECHNOLOGY 0-10V DIMMING WALL SWITCH(SYNERGY #ISD BC)
PHASE DIMMING WALL SWITCH (SYNERGY #ISD ADEZ)
CEILING FAN/LIGHT CONTROL (LUTRON MAESTRO #MA-LFQHW)
(SENSOR SWITCH #WSD PDT 2P)
WALL SWITCH OCCUPANCY SENSOR, 2-BUTTON, PASSIVE INFRARED (SENSOR SWITCH #WSX)
nLIGHT SINGLE CHANNEL WITH DIMMING CONTROLS (nLIGHT NPODM DX) nD 0-10V WALL DIMMING OCCUPANCY WALL SWITCH (ACUITY #WSX D BC) nLIGHT AUTOMATIC DIMMING CONTROL PHOTOCELL (#nCM ADCX).

SINGLE ZONE CONTROL. PROGRAM TO PROVIDE DIMMING CONTROL FOR DAYLIT ZONE. GENERAL LIGHTING POWER IN ASSOCIATED DAYLIT ZONE SHALL BE REDUCED BY A MINIMUM OF 65%.
(ER)
nLIGHT 8 PORT BRIDGE (#nBRG 8). FURNISH WITH POWER SUPPLY #PS 150.
nLIGHT OPEN ADR INTERFACE MODULE. RECEIVES POWER DEMAND nLIGHT 0-10V DIMMING EMERGENCY POWERPACK TO DIMM FIXTURES (nPP16D ER) REFER TO MANFUFACTURER WIRING DIAGRAM.
nLIGHT GRAPHIC TOUCH SCREEN (#nPOD GFX). FURNISH WITH POWER SUPPLY #PS 150.

INFORMATION FROM UTILITY DRAS. SUPPORTS UP TO 5nLIGHT
GATEWAYS. INCLUDE POWER SUPPLY
nLIGHT ECLYPSE DIGITAL TIME CLOCK AND NETWORK CONTROLLER; MAX 1500 nLIGHT NETWORK DEVICES; POWER SUPPLY (120VAC), AND TOUCH SCREEN (NGWY2 GFX WITH PS 150 POWER SUPPLY) INTERFACE INCLUDED; BACNET INTERFACING MOUNTED IN NEMA 1 ENCLOSURE. nLIGHT DIMMING POWERPACK TO DIMM FIXTURES (nSP5 PCD).

COORDINATE DIMMING TYPE WITH LIGHT FIXTURE. REFER TO
MANFUFACTURER WIRING DIAGRAM.

LIGHTING CONTROL LEGEND
LINE VOLTAGE POWER PACK (ACUITY PP20) PP
VACANCY SENSOR WALL SWITCH (ACUITY #SSD VA 120)
nLIGHT HIGH BAY 360 DEGREE SENSOR. PIR OCCUPANCY DETECTION. (nCM 6)

ABBREVIATIONS LEGEND
911
SYMBOL
EMERG. PHONEAT ENTRY
FLUSH AT+48" AFF

WALL PHONE

FLUSH MOUNT PER PLAN

ROUGH-IN MOUNTING DESCRIPTION

COMMUNICATIONS LEGEND

DATA/VOICE

DEVICE/CABLES
DRTV
SEE SHEET 4/E-113 DAY ROOM TV OUTLET

WITH DATA
5S BOX AND EMT CONDUIT TO

NEAREST CABLE TRAY OR ABOVE

T-BAR CEILING (UON)
4S BOX, RING AND EMT

CONDUIT(S) TO CABLE TRAY OR

ABOVE T-BAR CEILING (UON)

BOX, RING AND EMT CONDUIT TO
COMMUNICATION ROOM.

FLAT SCREEN TV OUTLET

WITH DATA

FLUSH AT COORDINATE MOUNTINGHEIGHTS WITH ARCHITECT PRIOR

TO ROUGH-IN
W
FROM TOP OF BOXFLUSH MOUNT PER PLAN WIRELESS ACCESS POINT "WAP 4S BOX, RING AND EMT TO CABLE

TRAY OR ABOVE T-BAR CEILING
(UON)

BACK BOX PER MANUFACTUER

REQUIREMENTS AND EMT TO

CABLE TRAY OR ABOVE T-BARCEILING (UON)

BOX, RING AND EMT CONDUIT

TO CABLE TRAY OR ABOVE T-BAR

CEILING (UON)

DEVICE, JACKS, ALL CABLING
AND PLATE PER DETAIL 40/E-205AND SPECIFICATION 27 1300
AP

DEVICE, JACKS, ALL CABLING
AND PLATE PER DETAIL 40/E-205AND SPECIFICATION 27 1300

DEVICE, JACKS, ALL CABLING
AND PLATE PER DETAIL 40/E-205AND SPECIFICATION 27 1300
COORDINATE WITH ALERTINGSYSTEM CONTRACTOR. PROVIDE
(1)CAT6 CABLE TO DATA RACK

DEVICE, JACKS, ALL CABLING
AND PLATE PER DETAIL 40/E-205AND SPECIFICATION 27 1300

DEVICE, JACKS, ALL CABLING
AND PLATE PER DETAIL 42/E-205

DOOR ACCESS

CR CARD READER

DC DOOR CONTACT

SECURITY CAMERA
CCTV CAMERA. VERIFY TO PLANS FOR
REQUIREMENTS.

FIRE ALARM SYSTEM

CHIME C

HORN- AUDIBLE DEVICEVISUAL- VISUAL DEVICEAUDIBLE/VISUALTAMPER SWITCHMANUAL PULL STATIONSMOKE DETECTORDUCT SMOKE DETECTORBELL SD
B
D
T
P
SD

FLOW SWITCH
AV
H
V
F

FIRE ALARM CONTROL PANELWITH VISUAL BASE SD V

SFD SMOKE FIRE DAMPER

DOUBLE DUPLEX RECEPTACLE

CIRCUITING LEGEND

LIGHTING PLAN

FIXTURE TYPE
B-1,a

CIRCUIT NUMBER
A

POWER PLAN
- PROVIDE ALL BRANCH CIRCUIT WIRING FROM FIXTURES TO PANEL(S) AS - PROVIDE ALL BRANCH CIRCUIT WIRING FROM DEVICES TO PANEL(S) PER DESIGNATIONS/CIRCUIT NUMBERS.- EACH BRANCH CIRCUIT SHALL HAVE A SEPARATE NEUTRAL AS INDICATED ON PANEL SCHEDULES.- HOME RUN CONDUITS SHALL BE 3/4"C, MAX OF (3) BRANCH CIRCUITS PER CONDUIT.- INCREASE HOME RUN CONDUIT SIZE TO 1"C FOR (4) BRANCH CIRCUITS OR MORE.- (**) DENOTES SPECIAL DEVICE/NAMEPLATE REQUIREMENTS.

DESCRIBED BY CIRCUIT NUMBERS SHOWN.
- PROVIDE ALL WIRING BETWEEN FIXTURES AND CONTROL DEVICES AS DESCRIBED IN REFERENCE NOTES AND/OR SHOWN BY SWITCHLEGDESIGNATIONS. - EXIT AND EMERGENCY LIGHT FIXTURES SHALL BE CONNECTED TO AN UNSWITCHED BRANCH CIRCUIT CONDUCTOR.
- HOME RUN CONDUITS SHALL BE 3/4"C., MAX OF (3) BRANCH CIRCUITS PER CONDUIT.
- PROVIDE ALL BRANCH CIRCUIT WIRING FROM MECH. EQUIPMENT TO PANELS.

SWITCHLEG DESIGNATION
(WHERE SHOWN)
DEVICE TYPE:

SEE LEGEND
MOUNTING HEIGHT: (WHERE NON-STANDARD)
W - 48" ABOVE FINISHED FLOOR

M - ABOVE COUNTER TOP (COORDINATION REQUIRED)

TV - MOUNT AT TV HEIGHT (COORDINATION REQUIRED)

CLG - CEILING MOUNT
SPECIAL CONFIGURATION:

WP - **WEATHER PROOF, PROVIDE WHILE IN USE COVER
GFI - **GROUND FAULT CIRCUIT INTERRUPTED

IG - ISOLATION GROUND

GWS - GANG WITH SWITCH
CONTROLLED RECEPTACLE:
(IF APPLICABLE)

SEE LIGHTING CONTROL DETAIL FOR

ADDITIONAL INFORMATION
CIRCUIT NUMBER:

BRACKETS ('[]') DENOTE EXISTING CIRCUIT.

PANEL DESIGNATION
NOTE: THE INTENT OF THE DRAWINGS IS TO SHOW
FIXTURE / DEVICE LOCATIONS AND PANELDESIGNATIONS. ALL BRANCH CIRCUIT

WIRING, MEETING THE CRITERIA NOTED

ABOVE, WILL BE THE RESPONSIBILITY OF
THE ELECTRICAL CONTRACTOR. LIGHTING

AND POWER PLANS SHOW AN ABOVE
CEILING JUNCTION BOX / HOME RUN WITHCIRCUIT NUMBERS BY FIXTURES / DEVICES.

PROVIDE ALL BRANCH CIRCUITING ASREQUIRED FOR A COMPLETE INSTALLATION.DOCUMENT ALL BRANCH CIRCUITING ON

AS-BUILT DRAWINGS ACCURATELY
REFLECTING THE INSTALLATION.

J
COMBINATION POWER/DATA FLOOR BOX. PROVIDE 5-GANG FLOOR BOX (WIREMOLD EVOLUTION SERIES), FOR DOUBLE DUPLEX OUTLET,

COMMUNICATION OUTLET, HDMI CONNECTION FOR TELEVISION, AND SPARE SPACE. CONTRACTOR TO PROVIDE ALL ACCESSORIES FOR A WORKINGSYSTEM.

NOTE:

ALL OUTLETS MUST BE TAMPERPROOF DEVICEALL 15 AND 20AMPERE RECEPTACLES FOR BOTH DAMP AND WET LOCATIONS REQUIRED TO BE LISTED WEATHER-RESISTANT (WR) TYPE PER CEC 406.9.

COMBINATION POWER/DATA FLOOR BOX. PROVIDE 4-GANG FLOOR BOX (POKE-THRU) (WIREMOLD RFB4 SERIES), FOR (1)DUPLEX RECEPTACLE AND(1)CONTROLLED DUPLEX RECEPTACLE , (1)COMMUNICATION OUTLET, AND SPARE SPACE. CONTRACTOR TO PROVIDE ALL ACCESSORIES FOR A WORKING SYSTEM.
15 MINUTE MAX INTERVAL TIMER (SENSOR SWITCH #PTS 15) UON.

W/THERMAL OVERLOAD M
120V COMBINATION SMOKE ALARM AND CARBON MONOXIDE WITH BATTERY BACK-UP MOUNTED AT CEILING. ALL ALARM MUST BE INTERCONNECTED SO THAT

ALL DETECTORS SOUND AN ALARM WHEN SMOKE IS DETECTED BY ANY ONE OF THE DETECTORS ANYWHERE. (KIDDE #P3010CU)
A AMPEREAB AMP BREAKERABAND ABANDONEDABV ABOVEAC ALTERNATING CURRENTAC-# AIR CONDITIONERADJ ADJACENTAF AMP FUSE, AMP FRAMEAFF ABOVE FINISH FLOORAFG BOVE FINISH GRADEAIC AMPERES INTERRUPTING CAPACITYAl ALUMINUMAS AMP SWITCH RATINGATS AUTOMATIC TIME SWITCHATS AUTOMATIC TRANSFER SWITCHAV AUDIBLE/AUDIO VISUALAWG AMERICAN WIRE GAGE

BFG BELOW FINISH GRADEBIL BASIC IMPULSE LEVELBLDG BUILDING

C CONDUIT
-C- CATV CONDUIT
CAB'T CABINETCATV CABLE TELEVISIONCB CIRCUIT BREAKER, CODE BLUECBC CA. BUILDING CODECEC CA. ELECTRICAL CODE CA. ENERGY COMMISSION
CF COMPACT FLUORESCENTCFC CALIFORNIA FIRE CODECLG CEILINGCL CENTER LINECKT CIRCUITCNT'R CONTRACTORC.O. CONDUIT ONLY (W/PULLROPE)COND CONDUIT, CONDUCTORCR CRITICAL BRANCHCSFM CALIFORNIA SFMCT CURRENT TRANSFORMERCu COPPERCU-# CONDENSING UNIT

D DEPTHDC DIRECT CURRENTDF DRINKING FOUNTAINDIA DIAMETERDISC DISCONNECTDIST DISTRIBUTIONDPST DOUBLE POLE SINGLE THROWDW DISHWASHEREM EMERGENCY (E) EXISTING
EA EACHEB ELECTRONIC BALLASTEC ELECTRICAL CONTRACTOREC-# EVAPORATIVE COOLEREF-# EXHAUST FANEL EVENING LIGHTELEC ELECTRICALEM EMERG BATTERY BACKUP EMERGENCY

BALLAST

EMERG EMERGENCYEOL END OF LINEEQUIP'T EQUIPMENTES ENERGY SAVING (EXN) (E) IN (N) LOCATION(EXR) (E) TO BE (R)

EXT EXTERIOR

F FLUORESCENT
(F) FUTURE
F-# FURNACEFA FIRE ALARMFACP FIRE ALARM CONTROL PANELFAT FIRE ALARM TERMINAL

FAU FORCED AIR UNITFBO FURNISHED BY OTHERS
FC-# FAN COIL

FLA FULL LOAD AMPSFLR FLOORFLUOR FLUORESCENTFS FUSIBLE SWITCHFVNR FULL VOLTAGE NON-REVERSING

G GROUNDING CONDUCTORGC GENERAL CONTRACTORGD GARBAGE DISPOSALGFCI GROUND FAULT CIRCUIT INTERRUPTERGFI GROUND FAULT CIRCUIT INTERRUPTERGND GROUNDGRS GALVANIZED RIGID STEELGWS GANG WITH SWITCH

H HEIGHT, HIGHHACR HEATING, AC & REFRIGHID HIGH INTENSITY DISCHARGEHO HIGH OUTPUTHOA HAND-OFF-AUTO hp HORSEPOWER

HPF HIGH POWER FACTORHPS HIGH PRESSURE SODIUM

IC INTERCOMID IDENTIFICATIONIDF INTERMEDIATE DISTRIBUTION FRAMEIF INSIDE FROSTIG ISOLATED GROUND

J-BOX JUNCTION BOX
k QUANTITY 1000kVA KILOVOLTAMPSkW KILOWATT

LC LIGHTING CONTACTORLPS LOW PRESSURE SODIUMLRA LOCKED ROTOR AMPSLS LIFE SAFETY BRANCHLT LIGHTLTG LIGHTINGLV LOW VOLTAGEMC MECHANICAL CONTRACTORMCA MINIMUM CKT AMPSMCB MAIN CIRCUIT BREAKERMCTB MAIN CATV TERMINAL BOARDMCTC MAIN CATV TERMINAL CABINETMDF MAIN DISTRIBUTION FRAMEMECH MECHANICALMFR MANUFACTURERMFS MAIN FUSIBLE SWITCHMH METAL HALIDEMLO MAIN LUGS ONLYMOCP MAXIMUM OCPMPOE MINIMUM POINT OF ENTRYMSB MAIN SWITCHBOARDMT MOUNTMT HT MOUNTING HEIGHTMTS MANUAL TRANSFER SWITCHMTTB MAIN TELEPHONE TERMINAL BOARDMTTC MAIN TELEPHONE TERMINAL CABINETMW MICROWAVE

N NEUTRAL (GROUNDED CONDUCTOR)
(N) NEW
N3R NEMA 3RNC NORMALLY CLOSEDNEC NATIONAL ELECTRICAL CODENEMA NAT'L ELEC MANUFACTURER'S ASSOCNIC NOT IN CONTRACTNL NIGHT LIGHTNO NORMALLY OPENNPF NORMAL POWER FACTORNTS NOT TO SCALE

OC ON CENTEROCP OVERCURRENT PROTECTION
OD OUTSIDE DIAMETEROH OVERHEADOSA OFFICE of the STATE ARCHITECTOSHPD OFFICE of STATEWIDE HEALTH

PLANNING & DEVELOPMENT

OVLD OVERLOAD

P POLEPA PUBLIC ADDRESSPB PULLBOXPC PULL CHAINPC PHOTOCELLPC PLUMBING CONTRACTOR ph PHASE

PNL PANELPOC POINT OF CONNECTION
-PP- POWER PRIMARY-PS- POWER SECONDARY

PV PHOTOVOLTAIC
(R) RELOCATE(D)

RECEPT RECEPTACLEREF REFRIGERATORREQ'D REQUIREDRF RADIO FREQUENCYRLA RATED LOAD AMPSRM ROOMRMC RIGID METAL CONDUITRMV REMOVERPLC REPLACERS RAPID START

SC SIGNAL CABINETSCC SHORT CKT CURRENTSFM STATE FIRE MARSHALSHT SHEETSL SLIMLINE, SWITCH LEG

SPEC SPECIFICATIONSPST SINGLE POLE SINGLE THROWSQ SQUARESTR'G STORAGESURF SURFACESVC SERVICESW SWITCH

T TRANSFORMER, TERMINAL
-T- TELEPHONE CONDUIT
(TBR) TO BE REMOVED

TC TIME CLOCKTEL TELEPHONETELCO TELEPHONE COMPANYTS TIME SWITCHTSO TIME SWITCH OVERRIDETSP TWISTED SHIELDED PAIRTTB TELEPHONE TERMINAL BOARDTTC TELEPHONE TERMINAL CABINETTX TRANSFORMERTYP TYPICAL

TYP SIM TYPICAL SIMILAR
UC UNDERCABINET, UNDERCOUNTERUG UNDERGROUNDUGPS UNDERGROUND PULL SECTIONUL UNDERWRITERS LABORATORIESUON UNLESS OTHERWISE NOTEDUSA UG SVC ALERT 800-642-2444

V VOLTVA VOLT AMPERESVAC VOLT ALTERNATING CURRENTVHO VERY HIGH OUTPUTVOLT VOLTAGEVR VANDAL-RESISTANT

W WIDTH, WATT, WIRE
WH-# WATER HEATERWP WEATHERPROOF (NEMA 3R)

XFMR TRANSFORMER
+48 INDICATES MOUNTING HEIGHT AFF

CONVENTIONS
3103
NUMBERED SHEET NOTES: REFERS TONOTES ON SAME SHEET AS REFERENCE DETAIL REFERENCE:

Z = DETAIL DESIGNATION
X = SHEET NUMBER REFERENCE
Z
X

FEEDER SCHEDULE DESIGNATION
(EXAMPLE: 3103 = 310 AMPERE, 600V, 3 CURRENT
CARRYING CONDUCTORS, PREFIXES: 'M'
INDICATES MEDIUM VOLTAGE, 'CO14' INDICATES
CONDUIT ONLY, QUANTITY (1) AND SIZE (4"))
X

MECHANICAL SYSTEMS TAG
(REFER TO MECHANICAL SHEETS)
Y = UNIT TYPEX = UNIT NUMBER
YX
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
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A
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
A
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NO. 10757
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NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

REFER TO
A7/A-518
CONTROLLED DUPLEX RECEPTACLE. CONTROLLED OUTLET SHALL HAVE A PERMANENT MARKING TO DIFFERENTIATE THEM FROM UNCONTROLLED OUTLET PER 2019 CA ENERGY CODE REQUIREMENTS 130-5 (d) "CIRCUIT CONTROLS FOR 120V RECEPTACLES AND CONTROLLEDRECEPTACLES.

SPLIT WIRED CONTROLLED DUPLEX RECEPTACLE WITH AT LEAST ONE CONTROLLED AND ONE UNCONTROLLED RECEPTACLE. CONTROLLED OUTLET SHALL HAVE A PERMANENT MARKING TO DIFFERENTIATE THEM FROM UNCONTROLLED OUTLET PER 2019 CA ENERGY CODE REQUIREMENTS 130.5 (d) "CIRCUIT CONTROLS FOR 120V RECEPTACLES ANDCONTROLLED RECEPTACLES" P1

WALL LEGEND
P2
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LK
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NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.• ••••••• ••••• •• ••••••• •••••••••••••••••••••••••••••••••••••••• Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES 06/30/23
THOMA 863
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NA IO EF SS L
S L O CA 3406
P.O. B 6 362 E S.

THOMA ELECTRIC INC.

P 80 43380
d .

F 80 43382
03/09/2020 SCHEMATIC DESIGN05/15/2020 90% DESIGN DEVELOPMENT DRAWING SET06/26/2020 100% DESIGN DEVELOPMENT DRAWING SET 10/28/2020 65% DESIGN PLANS (CONSTRUCTION DOCUMENTS)
P1 05/03/2021 ISSUE FOR BUILDING PERMIT
P2 09/22/2021 ISSUE FOR BUILDING PERMIT (REVISION 1)P3 02/23/2021 ISSUE FOR BUILDING PERMIT (REVISION 2)

FIXTURE

SCHEDULE
E-003
A. ILLSTRATIONS AND/OR DIMENSIONS ARE
APPROXIMATIONS ONL INTENDED TO REPRESENT
BASIC FIXTRE TPE DO NOT SE AS EXACT
INFORMATION SORCE. REFER TO
MANFACTRER CT SHEETS.

B. EXACT LOCATIONS BEFORE CONSTRCTION
ERIF ITH ARCHITECT EXACT LOCATIONS AND
MONTING HEIGHTS OF ALL LIGHT FIXTRES. SEE
ARCHITECTRAL REFLECTED CEILING PLANS AND
ELEATIONS AS APPLICABLE.

C. EMERGENC FIXTRES PROIDE "EM"
DESIGNATED FIXTRES SEE PLAN AND FIXTRES
ITH "E" AS LAST CHARACTER IN TPE
DESIGNATION ITH INTEGRAL EMERGENC PO ERPAC.

E. FIXTRE BRANCH CIRCIT THROGH IRING
ERIF AND COMPL ITH FIXTRE
MANFACTRER RESTRICTIONS AS DETERMINEDB L. NEC.

F. FINAL PLACEMENT AND AIMING OF EXTERIOR
ADSTABLE FLOOD OR SPOT FIXTRES SHALL BE
DETERMINED AFTER DAR ITH O NER OR
ARCHITECT PRESENT. PREARRANGE TIME AND
PROIDE TEMPORAR PO ER AS REIRED.

G. PROIDE INGRADE PLIGHTS ITH SRRONDING
SLEEE AND CRSHED ROC FOR PROPER ATER
DRAINAGE AS RECOMMENDED B MANFACTRER.FIXTRES SHALL BE SEALED HOT PERMANFACTRERS REIREMENTS TO MINIMIE CONDENSATE IN FIXTRE.

H. NDERCABINET LIGHT. PROIDE ALL ACCESSORIES
FOR A COMPLETE ORING SSTEM.

I. LMINAIRES INSTALLED IN ET OR DAMP
LOCATION SHALL BE INSTALLED SCH THAT
ATER CANNOT ENTER OR ACCMLATE IN IRING COMPARTMENTS LAMPHOLDERS OR OTHER ELECTRICAL PARTS. ALL LMINAIRES
INSTALLED IN ET LOCATIONS SHALL BE MARED
SITABLE FOR ET LOCATIONS." ALL LMINARES

INSTALLED IN DAMP L LOCATIONS SHALL BE
MARED "SITABLE FOR ET LOCATIONS" OR
"SITABLE FOR DAMP LOCATIONS". CEC 40.0 A
. NO PARTS OF CORDCONNECTED LMINARES
CHAIN CABLE OR CORDSSPENDED LMINAIRES
LIGHTING TRAC PENDANTS OR
CEILINGSSPENDED PADDLE FANS SHALL BE
LOCATED ITHIN A ONE MEASRED 3FTHORIONTALL AND 8FT ERTICALL FROM THE TOP OF THE BATHTB RIM OR SHO ER STALLTHRESHOLD. THIS ONE IS ALL ENCOMPASSING AND INCLDES THE SPACE DIRECTL OER THE
TB OR SHO ER STALL. LMINAIRES LOCATED
ITHIN THE ACTAL OTSIDE DIMENSION OF THE
BATH RB OR SHO ER TO A HEIGHT OF 8FT
ERTICALL FROM THE TOP OF THE BATHTB RIM
OR SHO ER THRESHOLD SHALL BE MARED FOR
DAMP LOCATIONS OR MARED FOR ETLOCATIONS HERE SBECT TO SHO ER SPRA.

CEC 40.0 D
FIXTRE SCHEDLE NOTES
INTERIOR LIGHTING FIXTRE SCHEDLE
TPE ILLSTRATION MANFACTRER CATALOG NO. OLTAGE MAX A LAMPING MONTING DESCRIPTION F
MAR LIGHTING HSPR 2X2
2000LM MIN
MOLT
MOLT 2 LED
3000
RECESSED 2X2 TROFFER
00 AT DIMMING
F2
ISA CB620MASE
L30L
MOLT 3 LED
3000
ALL ALL SCONCE INTERIOR
SCONCE00 DIMMING DIM TO COLOR FINISH SELECTED
B ARCHITECT
F3
A
LITHONIA BL P4 00LHE
ADP E LP83
DIM0
MOLT 80 LED
300
SRFACE 4 LINEAR RAP
00 AT DIMMING
FIXTRES INTEGRAL ITH
OCCPANC SENSOR
PROIDE CA TITLE 24 EM

SELF DIAGNOSTIC
BATTER PAC 0

CONSTANT
PO ER"E0 LCP"
F3
B
LITHONIA BL P4 48L ADP
E LP83NOC
MOLT 40 LED
300
ALL/

CEILING
4 LINEAR RAP
00 AT DIMMING
F3
C
LITHONIA BL P4 60L ADP
E LP83BL PCGF36F2NOC
MOLT 4 LED
300
SSPENDE

D/PENDANT
4 LINEAR RAP
00 AT DIMMING
ITH 36" ADSTABLE
AIRCRAFT CABLEPROIDE
CA TITLE 24 EM SELF
DIAGNOSTIC BATTERPAC 0 CONSTANTPO ER"E0 LCP"
F3
D
LITHONIA BL P2 48L ADP
E LP83NOC
MOLT 40 LED
300
SRFACE 2 LINEAR RAP
00 AT DIMMING
F4
A
TECH LIGHTING E3R HOSING
LF LO 30 4 D S
00
E3R TRIML B H
20 2 LED
3000
RECESSED 3" RECESSED CAN ITH
FLANGLESS BEEL
00 AT DIMMINGRESTROOMSHO ER LENS
F4
B
TECH LIGHTING E3R HOSING
LF LH 3 4 D S
00
E3R TRIML B H L
20 LED
300
RECESSED 3" RECESSED CAN ITH
FLANGLESS BEEL
00 AT DIMMING

HARD LID
F
A
MAR LIGHTING S2L ID S LCB
6FT MSL6 0CRI30 400LMF
I0CRI I30I600LMF AS
NODIM SCT EGLDMOLT HT
MOLT 6 LED
3000
ALL 6FT INDIRECT/DIRECT
ALL
NO DIMMINGEDGE IE DIRECT LENS
F
C
MAR LIGHTING S2L D LCB 6FT
MSL6 0CRI 30
600LMF NODIM
EDLD MOLT HT
MOLT 33. LED
3000
ALL 6FT DIRECT
ALL
NO DIMMINGEDGE IE DIRECT LENS
F6
DEL RA LIGHTING 6 SERIES 20 0 LED
3000

PENDANT
8"AFF
FIELD CT
24" ROND PENDANT
00 DIMMING DIM DINING
F
FOCAL POINT FLC4 RD HG
00L 3 C 20
SC L C2 DSS
FL CD H
20 2 LED
3000

PENDANT

SLOPECEILING

ITCHEN PENDANT
" DIAMETER X ."H
HITE GLO ING REEAL
00 DIMMING DIM TO
F8
ACCESS LIGHTING 000LEDBS 20 3 LED ALL READING BED LIGHT ITH INTEGRAL S ITCH BRSH

STEEL FINISH
F
DEL RALIGHTING
DL402 20 20 LED
300
PENDANT 6" ROND MINIPENDANT
00 DIMMING DIM ITCHEN CONTER
EXIT SIGN LIGHTING FIXTRE SCHEDLE
TPE ILLSTRATION MANFACTRER CATALOG NO. OLTAGE MAX A LAMPING MONTING DESCRIPTION X
ISOLITE ELT EM G C MOLT LED ALL/

CEILING
EXIT SIGNEDGE LIT
SINGLE SIDED. REFER TO
PLANS FOR CHERONDIRECTIONS
X2
ISOLITE ELT EM G 2 MOLT LED ALL/

CEILING
EXIT SIGN EDGE LITDOBLE SIDED. REFER TOPLANS FOR CHERONDIRECTIONS X3

ISOLITE EDC EM G S AB
N
MOLT . LED ALL EXIT SIGN DIECAST
X4
ISOLITE DCLG BA BA
MTEBP
MOLT 3 LED ALL DIECAST LED EXIT AND
EMERGENC COMBO
SITE/EXTERIOR LIGHTING FIXTRE SCHEDLE
TPE ILLSTRATION MANFACTRER CATALOG NO. OLTAGE MAX A LAMPING MONTING DESCRIPTION SA
LITHONIA DSX0 LED P 30
BLC MOLTDBLXD
SSS 0 4C
DMAS DBLXD
MOLT 38 LED
3000
24"

CONCRETE
BASE
2 FT OERALL PARING
LOT LIGHT. SARE
STRAIGHT STEEL POLE.

BAC LIGHT CONTROL
BLC
BLAC FINISH
SB
LITHONIA DSX0 LED P 30
T3M MOLT
DBLXD
SSS 0 4C
DMAS DBLXD
MOLT 38 LED
3000
24"

CONCRETE
BASE
2 FT OERALL PARING
LOT LIGHT. SARE
STRAIGHT STEEL POLE.

TPE 3 DISTRIBTION
BLAC FINISH
S2A
BEGA 3 3
B8
MOLT .2 LED
3000

CONCRETE
BASE

LED BOLLARD
33/8" TALL X 6/2"
ROND 80 DEGREEDISTRIBTION
COLOR FINISH RAL 004
S2B
BEGA 0 3
8 MOLT 4.4 LED
3000

CONCRETE
BASE

LED BOLLARD
33/8" TALL X 6/2"
ROND 360 DEGREEDISTRIBTION
COLOR FINISH RAL 004
S3
HDREL M20C B LED P2
30 MOLT NSP
XX 34B GS LDMIM
B
MOLT 3 LED
3000
INGRADE LED INGRADE LIGHT
FLAG ROND DOOR
DOBLE LENS GLARE
SHIELD AND 00
DIMMING. BRONE FINISH

BEGA 223 3 MOLT . LED
3000
ALL EXTERIOR ALL LIGHT
8/2" X 43/8"H X 4" DEEP
DO N DISTRIBTION ONL
COLOR FINISH RAL 004
2 BEGA 22363 3 MOLT . LED
3000
ALL EXTERIOR ALL LIGHT
8/2" X 43/8"H X 4" DEEP
P/DO N DISTRIBTION
COLOR FINISH RAL 004
3 BEGA 22360 3 MOLT .4 LED
3000
ALL EXTERIOR ALL LIGHT
2" X 43/8"H X 4" DEEP
COLOR FINISH RAL 004
4 ANP LIGHTING T 00GL RED
GPC00 CTSA
00 M02LD N M
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3000
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HOSING 3 MATTE BLACFINISH

LITHONIA OLT M 20 LED ALL LED APORTIGHT AT

TRASH AND GENERATOR
ENCLOSRE
RESPONSE LIGHTING FIXTRE SCHEDLE
TPE ILLSTRATION MANFACTRER CATALOG NO. OLTAGE MAX A LAMPING MONTING DESCRIPTION R
GOTHAM EO4 40/0 AR
M D LSS MOLTRFDSDREDLENS
20 8.8 LED RECESSED 4" LED RECESSED
DO NLIGHT ITH REDLENS FOR RESPONSE
INTERIOR LIGHTING FIXTRE SCHEDLE
TPE ILLSTRATION MANFACTRER CATALOG NO. OLTAGE MAX A LAMPING MONTING DESCRIPTION F
0 ISA FMMCL 840 S PIR 20 0.4 LED
4000
ALL " LED CLOSET LIGHT ITH
PLL CHAIN AND PASSIEINFRARED SENSOR
F

BEGA 22.3820 20 6 LED
LMENS
30 RECESSED LED STEP LIGHT
F2
A
ELIX 02I36D3S
HCPSLMI
N
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FT
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300
NDER

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NDERCABINET DRIER
AT BOX OR REMOTE.

REFER TO FLOOR PLANSFOR PO ER SPPL SIE.
00 DIMMING AT
F2
B
ELIX 02I60D3S
HCPSLMI
N
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FT
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300
NDER

CABINET
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NDERCABINET DRIER
AT BOX OR REMOTE.

REFER TO FLOOR PLANSFOR PO ER SPPL SIE.
00 DIMMING AT
F2
C
ELIX 02I2D3S
HCSLMI
N
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300
NDER

CABINET
2" LINEAR LED
NDERCABINET DRIER
AT BOX OR REMOTE.

REFER TO FLOOR PLANSFOR PO ER SPPL SIE.
00 DIMMING AT
F2
D
02I08D3
S HCSLM
IN
MOLT .3 /FT LED
300
NDER

CABINET
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NDERCABINET DRIER
AT BOX OR REMOTE.

REFER TO FLOOR PLANSFOR PO ER SPPL SIE.
00 DIMMING AT
NDERCABINET LIGHTING TRANSFORMER SCHEDLE
TPE ILLSTRATION MANFACTRER CATALOG NO. OLTAGE MAX A LAMPING MONTING DESCRIPTION C
ELIX L6 20 6 LED NDER

CABINET
PO ER SPPL FOR TOFEED F2D
C
2 ELIX L36 20 36 LED NDER

CABINET
PO ER SPPL FOR TOFEED F2A
C
3 NOT SED
C
4 ELIX L6 20 6 LED NDER

CABINET
PO ER SPPL FOR TOFEED 3F2A F2B
C

ELIX L6 20 6 LED NDER

CABINET
PO ER SPPL FOR TOFEED F2B F2C
P
P2
P2
P2
P3
REVIEWED FOR CODE COMPLIANCE March 22, 2022BUREAU VERITAS NORTH AMERICA, INC. 7 Packet Pg
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1 Drawing TitleDrawing No.
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
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NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
A
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NO. 10757
E L

TS O E A
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I L F CA
AI N
HOM
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ORP D

NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

SINGLE LINE

DIAGRAM
E-004

REFERENCE NOTES

1. NEW PRIMARY CONDUIT PER PG&E REQUIREMENTS.

2. UTILITY APPROVED UNDERGROUND PULL SECTION AND METER.

3. MAIN BREAKER SECTION.

4. FLOOR MOUNTED AUTOMATIC-TRANSFER SWITCH THREE POLE SOLID NEUTRAL (600AMP, 120/208V, 3Ø, 4 WIRE, NEMA 3R). ASCO #300 SERIES. (#J03ATSA30600CGXF)

5. FOUR-SECTION MAIN SWITCHBOARD "MSB". (600 AMP MAIN , 120/208 VOLT, 3Ø, 4-WIRE, NEMA 3R) . (SQUARE D QED-2 SWITCHBOARD).

6. BRANCH CIRCUIT PANELBOARD (TYP OF 3). (SQUARE D NQ PANEL)

7. STAND-BY DIESEL GENERATOR (125KW, 156KVA, 120/208V, 3Ø, 4W, WITH WEATHER SOUND ATTENUATED LEVEL ENCLOSURE . (72 HOUR SUB-BASE TANK AT 75 PERCENT). KOHLER 125RE0ZJF, 595 GALLONS, 73dB at 23FT )

8. REMOTE GENERATOR ANNUNCIATOR PANEL.9. PROVIDE BRANCH CIRCUIT(S) FOR BLOCK HEATER, BATTERY CHARGER, AND FUELING PORT. VERIFY REQUIREMENTS WITH GENERATOR SUPPLIER / MANUFACTURER.

10. SURGE PROTECTIVE DEVICE "SPD" EXTERNAL MOUNTED, 240kA PER PHASE IN NEMA1 ENCLOSURE WITH INTERNAL DISCONNECT. (SQUARE D #SPD

SURGELOGIC)

11. TRANSFORMER PAD PER PG&E REQUIREMENTS.12. NOT USED.13. PROVIDE GROUND ROD AT GENERATOR PAD IN FLUSH MOUNTED CONCRETE GROUND BOX. BOND TO GENERATOR GROUND BUS, METALLIC BASE FRAME AND HOUSING. (NOTE: GENERATOR IS NOT DESIGNED AS A SEPARATELY DERIVED SYSTEM. NO NEUTRAL TO GROUND BONDING JUMPER IS
INSTALLED AT GENSET).

14. PROVIDE CUSTOMER METERING PER ENERGY CODE SECTION 130.5(A).

PROVIDE FEATURES FOR INSTANTANEOUS KW DEMAND AND RESETTABLEKWH. (SQUARE D #PM5563 SERIES).

15. BUS SPACE. REFER TO PANEL SCHEDULE FOR ADDITIONAL BREAKERS.16. SUPPLY SIDE TAP LUG PROVISIONS BETWEEN MAIN SERVICE DISCONNECT AND UTILITY METER SECTION. COORDINATE WITH MAIN SWITCHBOARD MANUFACTURER TO INCLUDE LUG PROVISIONS TO ACCEPT (2) #350 KCMIL CU THWN FEEDERS PER PHASE AND NEUTRAL (600A MAX SOLAR SYSTEMCAPABLE). PROVIDE SEPARATE SECTION FOR FRONT ACCESS.

17. SECONDARY SERVICE CONDUITS PER PG&E REQUIREMENTS.18. REMOTE EMERGENCY SHUT-OFF FOR GENERATOR. PROVIDED BY MANUFACTURER, EC TO PROVIDE ROUGH-IN BOX AND 3/4"C CONDUITS TO GENERATOR. COORDINATE WITH MANUFACTURER FOR TERMINATION POINT WITHIN THE GENERATOR AND WIRE REQUIREMENTS. PROVIDE ENGRAVED PLACARD (RED ON WHITE) "GENERATOR EMERGENCY SHUT-OFF".

19. DISTRIBUTION SECTION. REFER TO PANEL SCHEDULE ON SHEET E-004 FOR ADDITIONAL BREAKERS.

20. 3/4"C (CONTROL WIRING) PER MANUFACTURER REQUIREMENTS.21. 3/4"C (START/STOP CONTROL WIRING) PER MANUFACTURER REQUIREMENTS.22. PHOTOVOLTAIC SYSTEM AC DISCONNECT. MUST BE MOUNTED WITHIN 10FT FROM "MSB". COORDINATE WITH PV CONTRACTOR PRIOR TO ROUGH-IN.

23. AC PV PANELBOARD "PV" AND INVERTER. REFER TO PLANS FOR LOCATION AT SECOND FLOOR ELECTRICAL ROOM. COORDINATE WITH PV
CONTRACTOR PRIOR TO ROUGH-IN.

24. CAP CONDUIT AT SOLAR AREA ZONE AT ROOF. RUN (1)1"C.O. PER ZONE DOWN TO LOCATION OF FUTURE PANELBOARD "PV" FOR CONNECTION BYPV CONTRACTOR. REFER TO ELECTRICAL ROOF PLAN.

25. 2"C.O. TO SUPPLY SIDE TAP AT "MSB". STUB FEEDER CONDUIT TO FUTURE LOCATION OF PANELBOARD "PV" FOR CONNECTION BY PV CONTRACTOR.

26. SHUNT TRIP BREAKER FOR ELEVATOR UNIT. REFER TO DIAGRAMS 50 & 51 SHEET E-206. (BREAKER SIZE TO BE DETERMINED, VERIFY ELEVATOR HORSE POWER)
A. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT

AND COORDINATE WITH THE SERVING UTILITY TO ENSURE ALL
SERVING UTILITY REQUIREMENTS ARE MET.

B. SERVICE ENTRANCE EQUIPMENT SHALL BE IN ACCORDANCE WITH THE SERVING ELECTRIC UTILITY COMPANY'S REQUIREMENTS.

C. ALL CONDUCTORS SHALL BE COPPER WITH TYPE [THHN/THWN] INSULATION UNLESS OTHERWISE NOTED.

D. ALL SWITCHES, CIRCUIT BREAKERS AND OTHER EQUIPMENT, AS

SPECIFIED, SHALL HAVE TERMINATION PROVISIONS LISTED AND IDENTIFIED FOR USE WITH 75 DEG. CONDUCTORS, AND ALL

FEEDER CONDUCTORS, AND CONDUITS, ARE SIZE BASED ON USE
OF 75 DEG. C COPPER WIRES TYPE SHWN/THHN.

E. ALL EQUIPMENT SHALL HAVE AN APPROVED TESTING
LABORATORY LABEL ATTACHED [UL, CSA, ETC.] (CEC 110-2).

F. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR SUPPLYING SWITCHGEAR SIZED TO FIT IN THE AVAILABLE SPACE . REFER TO

ARCHITECTURAL PLANS FOR DIMENSIONAL INFORMATION NOT
SHOWN ON THE ELECTRICAL PLANS. CONTRACTOR SHALL SUBMIT
A 1/4" SCALE DRAWING OF ALL SWITCHGEAR, AND TERMINATION CABINETS ON FLOOR PLAN WITH SUBMITTAL.

G. ALL BOXES AND ENCLOSURES (INCLUDING TRANSFER SWITCHES,

GENERATORS, AND POWER PANELS) FOR EMERGENCY CIRCUITS

SHALL BE PERMANENTLY MARKED SO THEY WILL BE READILY

IDENTIFIED AS A COMPONENT OF AN EMERGENCY CIRCUIT OR
SYSTEM, PER NEC 700-9(A).

H. PROVIDE TEMPORARY CONSTRUCTION POWER TO CONSTRUCTION SITE.

I. DESIGN SHOWN IS BASED ON SQUARE D, CUMMINS, AND ASCO PRODUCTS. ENGINEER-APPROVED EQUAL ALTERNATE PRODUCT
WILL BE ACCEPTABLE.

J. EMERGENCY LIGHTING SYSTEM (GENERATOR AND AUTOMATIC

TRANSFER) AND EXIT LIGHTS SHALL BE CHECKED AND APPROVED

BY THE FIRE DEPARTMENT BEFORE THE APPROVAL OF THE FINAL PLANS.

K. IN ACCORDANCE WITH CEC 110.16. PROVIDE ARC FLASH
PROTECTION WARNING LABELS ON EACH SWITCHBOARD,PANELBOARD, AND TRANSFORMER. LABELS SHALL BE PER ANSI Z535.4 GUIDLINES. (SEE DETAIL 2 ON THIS SHEET).

L. SERIES RATED PANELBOARDS ARE NOT PERMITTED. ALL PANELS ARE BOLT-ON BREAKERS. LOAD CENTERS ARE NOT PERMITTED.

M. PER CALIFORNIA TITLE 24 SECTION 130.5, WIRIING PROVISIONS

HAVE BEEN MADE FOR DISAGGREGATION OF THE ELECTRICAL

CIRCUITS, THE OPTIONAL METERING HAS NOT BEEN PROVIDED
FOR THIS PROJECT.

N. REFER TO PANEL SCHEDULES FOR INDIVIDUAL BRANCH CIRCUIT

VOLTAGE DROP AND SINGLE LINE DIAGRAM FOR FEEDER VOLTAGE DROP CALCULATIONS.

O. BRANCH CIRCUIT/FEEDER DISTANCE IS SHOWN FOR REFERENCE ONLY AS THE BASIS OF VOLTAGE DROP CALCULATIONS.CONDUCTOR DISTANCE AS INDICATED SHALL NOT BE USED FOR BIDDING/CONSTRUCTION PURPOSES. SHOULD THE FEEDER

DISTANCE EXCEED THE LENGTH NOTED PER INSTALLATION
CONDITIONS, NOTIFY THE ENGINEER OF RECORD. TYPICAL.

P. PROVIDE COMPLETE SHORT CIRCUIT AND COORDINATION STUDY AND ARC FLASH HAZARD ANAYLSIS PER SPECIFICATION 26 05 73.

MARKING SERVICE EQUIPMENT SHALL BE LEGIBLY MARKED IN THE FIELD WITH THE MAXIMUM AVAILABLE FAULT CURRENT. THE FIELD

MARKING(S) SHALL INCLUDE THE DATE THE FAULT CURRENT

CALCULATION WAS PERFORMED AND BE OF SUFFICIENT

DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED PER
CEC 110.24.

Q. PROVIDE PROPER SIGNAGE TO INDICATE WHERE POWER
ORIGINATES ON ALL SWITCHGEARS AND PANELS PER CEC 408.4B.

ALSO REFER TO SPECIFICATION 26 05 53 "IDENTIFICATION OF ELECTRICAL SYSTEMS".

SINGLE LINE DIAGRAM NOTES GENERATOR POWER NOTES
PANEL "FACP"

FIRE ALARM CONTROL
BRANCH PANELS.

TRANSFORMERS, AND

SWITCHBOARDS,

DISTRIBUTION

INCLUDING ELECTRICAL
SWITCHGEAR:

EMERGENCY POWER

TRANSFER SWITCHES

EMERGENCY AUTOMATIC
APPLICABLE TO THE PROJECT:

GENERATOR

EMERGENCY NONSTRUCTURAL COMPONENT

EQUIPMENT TYPE OR

APPLICABLE ELECTRICAL

YES YES YES YES

SPECIAL SEISMIC CERTIFICATION (SSC) SUBMITTAL TABLE
SEISMIC QUALIFICATION:SUPPLIER SHALL PROVIDE MANUFACTURERS CERTIFICATION THAT THE EQUIPMENT LISTED

ABOVE FOR USE ON THIS PROJECT HAS BEEN REVIEWED AND CERTIFIED BY THE

MANUFACTURER TO MEET THE CURRENT CRITERIA FOR SPECIAL SEISMIC CERTIFICATION IN COMPLIANCE WITH CBC 1705.12.3. INCLUDE SEISMIC COMPANION ANCHORAGE REQUIREMENTS FROM THE TESTING AND AS APPROVED BY THE MANUFACTURER. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO FURNISH DOCUMENTATION FROM THE MANUFACTURER VERIFYING COMPLIANCE DURING SUBMITTAL PROCESS.

GENERATOR FUEL TANK

EMERGENCY
YES

RACK(S)

COMMUNICATION
YES

SINGLE LINE DIAGRAM

COPPER FEEDER SCHEDULE
NO.

FEEDER

CONDUCTORS

RACEWAY

QUANTITY/SIZE
503 (3)#8 THWN & (1)#10 CU GND. (1)3/4"C
CO25 SECONDARY SERVICE CONDUITS ONLY WITH PULL ROPE PER PG&E REQUIREMENTS (2)5"C CO14 PRIMARY SERVICE CONDUIT ONLY WITH PULL ROPE PER PG&E REQUIREMENTS. (1)4"C A. A PERMANENT PLAQUE SHALL BE PLACED AT THE NORMAL SERVICE

EQUIPMENT DENOTING THE TYPE & LOCATION OF THE ON-SITE EMERGENCY STANDBY POWER GENERATOR (CEC 700-8, 701-9, 702-8) THE PLAQUE SHALL

IDENTIFY THE CONNECTION OF THE GROUNDING ELECTRODE CONDUCTOR WHEN THAT CONNECTION IS AT A LOCATION REMOTE FROM THE GENERATOR. (CEC 700-8, 701-9, 702-8).

B. WIRING FROM AN EMERGENCY SOURCE OR EMERGENCY SOURCE

DISTRIBUTION OVERCURRENT PROTECTION TO EMERGENCY LOADS SHALL BE

KEPT ENTIRELY INDEPENDENT OF ALL OTHER WIRING AND EQUIPMENT AND SHALL BE IDENTIFIED BY PERMANENT MARKING, EXCEPT AS NOTED IN (1) THROUGH (5), PER CEC 700-9(B).

C. THE FOLLOWING EQUIPMENT SHALL BE UL LISTED AS INDICATED:
- STATIONARY GENERATORS 600V OR LESS IN NON-HAZARDOUS
LOCATIONS - (UL2200)
- NON EMERGENCY UNINTERRUPTIBLE POWER SYSTEMS (UPS) - (UL1778)- EMERGENCY RATED UNINTERRUPTIBLE POWER SYSTEMS (UPS) - (UL924)- EMERGENCY LIGHTING AND POWER EQUIPMENT (UL 924)- TRANSFER SWITCH EQUIPMENT (UL 1008)- EMERGENCY RATED LOW LEVEL PATH MARKING AND LIGHTING SYSTEMS - (UL1994)
14,16
E-202
353 (3)#10 THWN & (1)#10 CU GND. (1)3/4"C
'MSB'
M
600A3P
1 2
4 19
5 PM 14

PRIMARY SECONDARY
C014 C025
11 17
[42KAIC]
J
"ATS"
600A3P[42KAIC]
SPD
10 7
8 GANN
9 J
15 13 #1/0 20
2120
6204
G
600A BUS, 120/208V, 3 PHASE 4 WIRE
6204 6204
240KA/
PHASE
18 FA-38,40,42
#1/0
200A3P
TYP
6 38
E-205
2004
PANEL
FA
2503P
2554

PANELFB
30A3P
353
AIR

COMPRESOR
L=30FT
VD1=0.31%
AIC=14,834A
L=60FT
VD1=0.51%
AIC = 13,624A
39 E-205
PANEL
PV
23 252225

PROPOSED SOLAR READY DESIGNPV INSTALLATION REQUIRES SEPARATE APPROVALS AND PERMITS. REFER TO SHEET
E-132 AND SPECIFICATION FOR REQUIREMENTS.
16 36" 24" 30" 42"
3 AVAILABLE FAULT CURRENT PER PG&E IS 22,000A.

NOTE: ALL UNDERGROUND CONDUIT SHALL BE PVC 40.
15 E-202
50A3P
503
HRC-1.1
653 (3)#6 THWN & (1)#10 CU GND. (1)1"C
30A
3P
354
C
26 ELEVATOR
1154
PANEL
FC
1154 (4)#2 THWN & (1)#8 CU GND. (1)-1/2"C
L=6FT
VD2=0.08%VDTOTAL = 0.59
AIC = 12,065A
30A2P
352
DS-1.1
30A3P
353

VEHICLE

EXHAUST
FAN
502 (2)#8 THWN & (1)#10 CU GND. (1)3/4"C
352 (2)#10 THWN & (1)#10 CU GND. (1)3/4"C
SOLAR
INV

SOLAR ZONE(S)

AT ROOF

SOLAR ZONE(S)

AT ROOF
ELECTRICAL ROOM 209
24 ZONE 1
ZONE 2

SINGLE LINE SHOWS UNDERGROUND PULL
SECTION ON THE LEFT FOR REFERENCE ONLY.

PROVIDE UNDERGROUND PULL SECTION ON THE

FAR RIGHT PER ELECTRICAL SITE PLAN ON SHEET
E-101 .
18 E-202
54 E-205
354 (4)#10 THWN & (1)#10 CU GND. (1)3/4"C
(4) #350 KCMIL THWN & (1) #1 GND. EACH 6204 (2) 4"C
2554 (4) #250 KCMIL THWN & (1) #4 GND. (1) 3"C
2004 (4) #3/0 THWN & (1) #6 GND. (1) 2"C

PV REQUIREMENTS

38.6KWDC SYSTEM
(93) TRINA SOLAR 415W MODULES AND(2) SOLAR EDGE, SE14.14KAC (21.6KDC) US GRID TIED INVERTER, 208V 3PH

SOLAR ZONE(S)
AT ROOF ZONE 3
SOLAR
INV
P1
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LK
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NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.• ••••••• ••••• •• ••••••• •••••••••••••••••••••••••••••••••••••••• Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES 06/30/23
THOMA 863
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HOM
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NA IO EF SS L
S L O CA 3406
P.O. B 6 362 E S.

THOMA ELECTRIC INC.

P 80 43380
d .

PANEL SCHEDULE
E-005
PANEL SCHEDLE NOTES
. ROTE BRANCH CIRCIT THROGH EXTERIOR
LIGHTING CONTROLS. SEE CONTROL DIAGRAM.

2. PROIDE CIRCIT BREAER LOCING DEICE.

PROIDE RED CIRCIT BREAER HANDLE FOR "FACP"PO ER SPPL AS PER NFPA 2.

3. ADDED 2 PER PHASE FOR CONTINOS LOAD.

4. SEE SINGLE LINE DIAGRAM FOR CONDCTOR SIE
AND OLTAGE DROP.
. "AFCI" BREAER REIRED.6. "GFCI" BREAER REIRED.. SHNT TRIP BREAER.8. REFER TO SHTOFF DIAGRAM ON DETAIL 2/E23.

PO ER TRNS OFF DRING RESPONSE.

PANELBOARDS TO BE MANFACTRERED TO
ACCEPT FTRE BRANCH CIRCITING PO ER
MONITORING SCHNIEIDER ELECTRIC BCPM IN
ORDER TO COMPL TO 206 CEC SECTION

30.B.

NOTE 4NOTE 4NOTE 3
NOTE
P
P2
P2
P2
P3
REVIEWED FOR CODE COMPLIANCE March 22, 2022BUREAU VERITAS NORTH AMERICA, INC. 7 Packet Pg
STUDY 218
RJ45
N
RJ45 PORTS
+40mA
nPP16 D
VIOLET
GRAY
RJ45
RJ45
nCM PDT 10

OCCUPANCY SENSOR
C5 C5 C5 C5 C5
C5 C5 C5
C5
C5 C5 C5
C5 C5
GRN
RJ45 PORTS
+40mA
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H
BLUE
N
WHT
BLK
BLUE
H
BLUE
N
WHT

BLK/ORN
1 BLUE
C5 C5
C5 C5
N
LOAD
277/120VAC 0-10V DIMMING
RJ45
RJ45
APP BAY 105
RJ45
RJ45
C5
C5 C5 C5
C5 C5
RJ45
C5 C5 C5 C5 C5 C5
C5
C5
C5
HALL 202
nCM PDT 10

OCCUPANCY SENSOR

ENTRY AND STAIRS
OFFICE 204
RJ45
RJ45
C5
C5 C5 C5
C5 C5
C5
RJ45
C5
C5
C5 C5 C5 C5
nCM PDT 10

OCCUPANCY SENSOR
nPODM DX
ON/
OFF
RJ45
RJ45
nWSX PDT LV DX WH
ON/OFF
N
RJ45 PORTS
+40mA
nPP16 D
VIOLET
GRAY
C5 C5 C5 C5 C5
C5 C5 C5
C5
C5 C5 C5
C5 C5 C5
C5 C5
GRN
RJ45 PORTS
+40mA
nPP16 PL T24
H
BLUE
N
WHT
BLK
BLUE
H
BLUE
N
WHT

BLK/ORN
1 BLUE
N
LOAD
277/120VAC 0-10V DIMMING
RJ45

TO NLIGHT BRIDGE TO NLIGHT BRIDGE
N
RJ45 PORTS
+40mA
nPP16 D ER
VIOLET
GRAY
277/120VAC 0-10V DIMMING
GRN
H
BLUE
N
WHT

BLK/ORN
1 BLUE "F2" ENTRY LIGHTS
N
RJ45 PORTS
+40mA
nPP16 D ER
VIOLET
GRAY
277/120VAC 0-10V DIMMING
GRN
H
BLUE
N
WHT

BLK/ORN
1 BLUE "F2" STAIR LIGHTS
N
RJ45 PORTS
+40mA
nPP16 D ER
VIOLET
GRAY
277/120VAC 0-10V DIMMING
GRN
H
BLUE
N
WHT

BLK/ORN
1 BLUE "F6" STAIR LIGHT
ON
OFF
nPODM 2P DX
C5
C5 C5
RJ45
RJ45
nCM PDT 10

OCCUPANCY SENSOR
ON
OFF
nPODM 2P DX
C5
C5 C5
C5
C5
C5
RJ45
RJ45
nCM PDT 10

OCCUPANCY SENSOR
C5
C5
C5
C5 C5
C5

TO NLIGHT BRIDGE
ON
nPODM
OFF
ENTRY
nPODM DX
ON/
OFF
N
RJ45 PORTS
+40mA
nPP16 D ER
VIOLET
GRAY
277/120VAC 0-10V DIMMING
GRN
H
BLUE
N
WHT

BLK/ORN
1 BLUE "F2" ENTRY LIGHTS
nPODM DX
ON/
OFF
C5
C5 C5 C5
RJ45

TO NLIGHT BRIDGE
N
nSP5 PCD
GRN
RED
H
BLACK F12C

MVL/ELV LOAD
WHITE
1 2
3 4
ON
OFF
nPODM 4P DX WH
N
RJ45 PORTS
+40mA
nPP16 D
VIOLET
GRAY
GRN
BLUE
H N
WHT
1 BLK/ORN
BLUE LOAD "c"
277/120VAC 0-10V DIMMING
N
nSP5 PCD
GRN
RED
H
BLACK F12A

MVL/ELV LOAD
WHITE
C5
ON
nPODM
OFF
ON
nPODM
OFF
C5 C5
C5
C5 C5
C5 C5
N
RJ45 PORTS
+40mA
nPP16 D
VIOLET
GRAY
GRN
BLUE
H
WHT
1 BLK/ORN
BLUE LOAD "a"
277/120VAC 0-10V DIMMING
N
RJ45 PORTS
+40mA
nPP16 D
VIOLET
GRAY
GRN
BLUE
H
WHT
1 BLK/ORN
BLUE LOAD "b"
277/120VAC 0-10V DIMMING
N
nSP5 PCD
GRN
RED
H
BLACK F12D

MVL/ELV LOAD
WHITE
ON
nPODM
OFF
RJ45
RJ45
1 2
3 4
ON
OFF
nPODM 4P DX WH
TO NLIGHT BRIDGE C5 C5
C5 C5 C5
N
C5
C5 C5
C5 C5 C5
C5 C5
C5
C5
C5 C5 C5 C5
RJ45
RJ45
nCM ADCX

PHOTOCELL FOR

AUTOMATIC DIMMING

CONTROL
RJ45
RJ45
nCM ADCX

PHOTOCELL FOR

AUTOMATIC DIMMING

CONTROL
C5C5 C5

THIS SWITCH ALSO CONTROL
EF-1.1 AND MOTORIZED

AMPER LIGHTING CONTROL
PANEL RELAY "R7"

THIS SWITCH ALSO CONTROL
EF-1.1 AND MOTORIZED

AMPER LIGHTING CONTROL
PANEL RELAY "R7"
RJ45
RJ45
RJ45
EXERCISE 102
nCM PDT 10 ADCX

OCCUPANCY SENSOR

WITH PHOTOCELL FOR

AUTOMATIC DIMMING

CONTROL
C5
C5 C5 C5
RJ45

TO NLIGHT BRIDGE
ON
OFF
nPODM 2P DX
ON
OFF
nPODM 2P DX
N
RJ45 PORTS
+40mA
nPP16 D
VIOLET
GRAY
GRN
BLUE
H N
WHT
1 BLK/ORN
BLUE
277/120VAC 0-10V DIMMING N
RJ45 PORTS
+40mA
nPP16 D
VIOLET
GRAY
GRN
H
BLUE
N
WHT

BLK/ORN
1 BLUE SWITCHLEG "a"
277/120VAC 0-10V DIMMING
SWITCHLEG "b"
C5 C5
C5 C5 C5 C5
C5 C5 C5
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
L
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J
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D
C
B
A
M
L
K
J
H
G
FE
D
C
B
A
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
A
ER
T
M A. E
C
F
NO. 10757
E L

TS O E A
E
T
SI GER
I W L
T
L I
E
A
RO

L I C RT

I L F CA
AI N
HOM
N
A

EER GI N
ORP D

NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

LIGHTING CONTROL

DIAGRAMS
E-006

LIGHTING CONTROLS SEQUENCE OF OPERATIONS

SPACE LIGHTING CONTROL SEQUENCE

HALLWAYS, ENTRY,
STAIRS

OFFICES
250SF OR SMALLER

APP BAY
x LIGHTS WILL BE ON 24/7x OCCUPANCY: LIGHTS AUTOMATICALLY TURN ON TO 100% WHEN THE USER ENTERS THE ROOM AND 15 MINUTES AFTER SPACE HAS BEEN VACATED, THE LIGHTS WILL AUTOMATICALLY GO TO 50%. x LOW VOLTAGE DIMMER WILL ALLOW OCCUPANT TO CONTROL EACH ZONE. WALL STATION SHALL HAVE ONE BUTTON PER ZONE AS CALLED OUT ON PLAN.
x EMERGENCY LIGHTING SHALL TURN ON WHEN NORMAL POWER SHUTS OFF.x LIGHTS IN DAYLIGHT ZONES (WHERE NOTED ON PLANS) WILL AUTOMATICALLY DIM A MINIMUM OF 65% WHEN AVAILABLE DAYLIGHT IS 150% OF DESIGN ILLUMINATION.
x LIGHTS WILL BE TURNED ON MANUALLY BY OCCUPANT.x NUMBER OF ZONES OF LIGHTING CONTROL AS NOTED ON PLANS.x MANUAL DIMMER WILL ALLOW OCCUPANT TO CONTROL EACH ZONE.x LIGHTS IN DAYLIGHT ZONES (WHERE NOTED ON PLANS) WILL AUTOMATICALLY DIM TO A MINIMUM OF 65% WHEN AVAILABLE DAYLIGHT IS 150% OF DESIGN ILLUMINATION.
x LIGHTS WILL SHUT-OFF WHEN SPACES ARE UNOCCUPIED VIA OCCUPANCY SENSOR.x SENSOR TURNS ON CONTROLLED RECEPTACLES AND TURNS OFF WHEN SPACE IS UNOCCUPPIEDx PARTIAL ON OCCUPANT SENSOR CAPABLE OF AUTOMATICALLY ACTIVATING BETWEEN 50-70 PERCENT OF CONTROLLED LIGHTING POWER OR VACANCY SENSOR, WHERE ALL LIGHT RESPONDS TO A MANUAL ON INPUT ONLY.

EXTERIOR
x EXTERIOR LIGHTS WILL TURN ON AS PROGRAMMED VIA TIME-CLOCKx EMERGENCY LIGHTING SHALL TURN ON WHEN NORMAL POWER SHUTS OFF.

DECON, TURNOUT,

WATER HEATER,

LOFT,UTILITY
x OCCUPANCY: USER MANUALLY TURNS ON LIGHTS UPON ENTRY. 15 MINUTES AFTER THE ROOM HAS BEEN VACATED, THE LIGHTS WILL AUTOMATICALLY TURN OFF.
x NUMBER OF ZONES OF LIGHTING CONTROL AS NOTED ON PLANS.x MANUAL DIMMER WILL ALLOW OCCUPANT TO CONTROL EACH ZONE.x LIGHTS IN DAYLIGHT ZONES (WHERE NOTED ON PLANS) WILL AUTOMATICALLY DIM TO A MINIMUM OF 65% WHEN AVAILABLE DAYLIGHT IS 150% OF DESIGN ILLUMINATION.
x SWITCH LEGS "a, b, AND c" - LIGHTS TURNED ON MANUALLY BY OCCUPANT. LOW VOLTAGE DIMMER WILL ALLOW OCCUPANCY TO CONTROL ZONE. OCCUPANCY WILL TURN OFF AT 15 MINUTES AFTER SPACE HAS BEEN VACATED. x EMERGENCY LIGHTING SHALL TURN ON WHEN NORMAL POWER SHUTS OFF.x LIGHTS IN DAYLIGHT ZONES (WHERE NOTED ON PLANS) WILL AUTOMATICALLY DIM A MINIMUM OF 65% WHEN AVAILABLE DAYLIGHT IS 150% OF DESIGN ILLUMINATION.

LIVING SPACES:

DORM, KITCHEN,

DAYROOM, RESTROOM
x LIGHTS WILL BE TURNED ON MANUALLY BY OCCUPANTx BATHROOMS, LAUNDRY ROOM, AT LEAST ONE LUMINAIRE ARE CONTROLLED BY VACANCY SWITCH.x EXHAUST FANS ARE SWITCHED SEPARATELY FROM LIGHTING SYSTEMS.x UNDERCABINET LIGHTING IS SWITCHED SEPARELY FROM OTHER LIGHTING SYSTEM.x MANUAL DIMMER WILL ALLOW OCCUPANT TO CONTROL EACH ZONE.

ELECTRICAL, IT,

ELEVATOR CONTROL,

ELEVATOR PIT
x LIGHTS WILL TURNED ON AND OFF MANUALLY BY OCCUPANTx EMERGENCY LIGHTING SHALL TURN ON WHEN NORMAL POWER SHUTS OFF.x THIS IS THE ELECTRICAL ROOM FOR THE BUILDING AND NOT REQUIRED AN OCCUPANCY SENSOR PER CEC.

EF-1.1
x MECHANICAL UNIT TURNS ON/OFF WHEN WITCH AT APPARATUS BAY LOW VOLTAGE SWITCH 4 LIGHTING CONTROL DIAGRAM SCALE: NTS
GENERAL NOTES:
- LOW VOLTAGE RELAYS ARE CAPABLE OF LIGHTING CONTROL OVERRIDE.- INSTALL UNSWITCHED PHASE LEG OF BRANCH CIRCUITS TO ROOMS WITH LOCAL CONTROL (OCC. SENSOR, ETC.) OR EXIT SIGNS.- RELAYS OPERATING IN PARALLEL WITH ASSOCIATED ROOM NORMAL POWER LIGHTS, FAIL-SAFE TO CLOSED POSITION UPON LOSS OF UTILITY POWER. (BARRIER EMERG. CIRCUITS FROM NORMAL WITHIN LCP). - TIME CLOCK TO SWEEP LIGHTS OFF AT END OF DAY PER OWNER TIME SCHEDULE.- THE WIRING FOR THE EMERGENCY SYSTEM SHALL BE INSTALLED IN ACCORD WITH CEC 700.9.- PROVIDE LOW VOLTAGE WALL SWITCHES WITH CUSTOM ENGRAVED BUTTON LABELS AS DIRECTED BY THE OWNER.- VERIFY EACH RELAY'S FUNCTIONAL PROGRAMMING WITH OWNER.- PROGRAM SYSTEM TIME FUNCTIONS, SCENE PROGRAMMING, AND KEY PAD LABELS AS DIRECTED BY OWNER.- PROVIDE SYSTEM TRAINING TO OWNER PER DIVISION 26 SPECIFICATIONS.- PROVIDE A COMPLETE SHOP DRAWINGS.- EXTEND ALL 0-10V WIRING TO "LCP" LIGHTING CONTROL SCHEDULE NOTES:

1. PROGRAM RELAY FOR PHOTOCELL 'ON' AT DUSK WITH PROGRAMMED 'OFF' PER OWNER TIME SCHEDULE.

2. PROGRAM RELAY FOR PHOTOCELL "ON" AT DUSK AND PHOTOCELL "OFF".

3. PROVIDE VOLTAGE BARRIER BETWEEN RELAY r7 AND r8

4. CONTROLLED THROUGH APP BAY NLIGHT SWITCH. SEE NLIGHT CONTROLS DIAGRAM.

LOCATED IN APPARATUS 105 CONNECT TO PANEL FA-2

SURFACE
"LCP" FLUSH

LIGHTING CONTROL PANEL SCHEDULE
8 SWITCHING RELAY NEMA 1 ENCLOSURE X
LOAD DESCRIPTION BRANCH CIRCUIT NO. RELAY NO.
r1r2r3r4

CONTROL NOTES
(ACUITY #ARP INTENC08 NLT 8SPR MVOLT 1VB HLK SM
1 SITE POLESITE BOLLARD
r5r6r7r8
SITE FLAG 2

TIMECLOCKTIMECLOCKDUSK TO DAWN
FA-50FA-50FA-50

LOW VOLTAGE
MOUNT BRIDGE ABOVE "LCP"

PROVIDE ROOF MOUNTED PHOTOCELL
AT ROOF. WINDOW FACING NORTH.

PROVIDE 1
2"C. WITH LOW VOLTAGE

WIRING BY MANUFACTURER
REQUIREMENTS. ACUITY #ARPA PC
CONTROL CABLE, CAT 5 LOW VOLTAGE PER SYSTEM REQUIREMENTS

ABOVE T-BAR CEILING AND IN
nLIGHT ECLYPSE DIGITAL TIME CLOCK AND NETWORK CONTROLLER (NECY MVOLT ENC GFXK); MAX 1500 nLIGHT NETWORK DEVICES; POWER SUPPLY (120VAC), AND TOUCH SCREEN (NGWY2 GFX WITH PS 150 POWER SUPPLY) INTERFACE INCLUDED; BACNET INTERFACINGMOUNTED IN NEMA 1 ENCLOSURE. 3 4"C. (EMT) IN CONCEALED WALLS.

C5
ETHERNET CAT 5
CAT 5 C5 C5
C5 C5
nLIGHT ECLYPSE IN

14.25" SQUARE X 4" DEEP
NEMA1 ENCLOSURE
"LCP"
C5
C5
C5
C5 C5 C5 nLIGHT DEVICES AT APPARATUS BAY 105
C5
C5 C5 C5 C5 nLIGHT DEVICES AT ENTRY 101 AND STAIRS 108/201 FA-2
FA-2
FA-2
EXTERIOR DOORS/ STAIRS EXTERIOR DUSK TO DAWN FA-48 (INV4) 2,3 11 BACK EXTERIOR TIMECLOCK FA-50
FRONT EXTERIOR TIMECLOCK FA-50 1
RED LIGHTEXHAUST FAN "EF AND MOTORIZED DAMPER
FA-50 2 DUSK TO DAWN
C5 C5
C5 C5 C5
C5 C5 C5 nLIGHT DEVICES AT HALLWAY 202 nLIGHT DEVICES AT STUDY 218 nLIGHT DEVICES AT OFFICE 204 "INV"
2 -
FA-37 APP BAY SWITCH 4
1 SEQUENCE OF OPERATIONS
FA-48
"INV"
"LCP"

MYERS POWER PRODUCTS

CENTRAL LIGHTING INVERTER
(LV-550-R-1-5-4)

EMERGENCY LIGHTING

INVERTER
5500 VA 1݊ (MINIMUM)
120V INPUT120V OUTPUT
W/ OUTPUT C.B. AS SHOWN
NOTE: PROVIDE INVERTER

AND BATTERY CABINET WITH

PROTECTION FROM FIRE
SPRINKLER WATER SPRAY.

TO 2ND FLOOR HALLWAY 202
INV-2INV-3INV-4
R8

TO STAIR LIGHTING

LIGHTS NEAR EXTERIORDOOR AND STAIRS
INV-1
5A/1 TO ENTRY ROOM 101 LIGHTS

EXIT SIGN
5A/15A/15A/1
4 -
EXIT SIGN AND (2)FIXTURE
F11

EXIT SIGN
2 LIGHTING EMERGENCY INVERTER DIAGRAM
C5 C5 C5 C5 C5 nLIGHT DEVICES AT EXERCISE 102
3 NLIGHTING LIGHTING CONTROL DIAGRAM SCALE: NTS
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg
G04
A-104 A1 G01
G02
G03
G05
SDCB RIM 0.0 IN 06.4 2"N

TSB TSB
TSB
TSB
EL
TSB
TSB
TSB
T
TSB
TSB
TSB
X
X
X
X
6" SS
6" SS
6" SS
2" SD
2" SD
" SD " SD
8"
8"
M
R RR
HOWARD AVE d PP

PP
PP
PP
E
6 "LCP""FA"
23 2
GPS P MAIN METER DISTRI BTION
22 E
N
3 4
0 4
SA
S2A
0r
S2B S2A
S2B S2A
S2A
8 6

"MSB"
"MCTB"
22 22

22 2

3 8
ATS
"ATS"
SB
0r
0r
0r2
S3
0r3
20 24
2 FA0 r
FA3/4
24 FA0r2r3
0r2
0r2
0r2
0r2
2 0r
26 T
2 ALAMEDA DE LAS PULGAS

28 FA8
2 P DISCONNECT
2 6

ELECTRICAL SITE
PLAN
E-101

PROJECT
NORTH
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LK
J
H
G
FE
D
C
B
A
M
L
K
J
H
G
FE
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B
A
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable.• ••••••• ••••• •• ••••••• •••••••••••••••••••••••••••••••••••••••• Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES 06/30/23
THOMA 863
A ER T M A. E
C
F
NO. 0
E L TS
O E A
E
T
SI GE
R
I

L TL I E
A
RO
L
I C RT

I L F CA
AI N

HOMNAEER GI N

ORP D NA IO EF SS L
S L O CA 3406
P.O. B 6 362 E S.

THOMA ELECTRIC INC.

P 80 43380
d .

REFERENCE NOTES
. NE MAIN S ITCHBOARD "MSB" PER SINGLE LINE DIAGRAM.

2. 80" X 6" TRANSFORMER CONCRETE PAD ITH PROTECTIE BOLLARD PER PGE REIREMENTS.

3. 4" PRIMAR SERICE CONDITPC 40 PER PGE REIREMENTS.

4. " SECONDAR SERICE CONDITS PC 40 PER PGE REIREMENTS. . PROIDE 4" SERICE CONDIT PC 40 PER TELEPHONE COMPAN REIREMENTS.

6. MAIN COMMNICATION TERMINAL BACBOARD "MCTB" LOCATED AT THE SECOND FLOOR.
. PROIDE 2" SERICE CONDITS PC 40 PER CAT COMPAN REIREMENTS.

8. STANDB GENERATOR ITH SBBASE TAN PER SINGLE LINE DIAGRAM.

COORDINATE RECOMMENDED CONDIT LOCATION PER MANFACTRER SBMITTAL.
. CONNECT TO GENERATOR BLOC HEATER AND BATTER CHARGER.

0. FEEDER BET EEN "ATS" AND GENERATOR. REFER TO SINGLE LINE DIAGRAM.. FLOOR MONTED ATOMATIC TRANSFER S ITCH "ATS" PER SINGLE LINE DIAGRAM.

2. PROIDE FIRE ALARM CONNECTION TO TAMPER S ITCH AT DOBLE DETECTOR CHEC. RN 3/4"C TO TAMPER S ITCH AT FIRE RISER CLOSET.COORDINATE ITH CIIL PLANS FOR EXACT LOCATION PRIOR TO ROGHIN.

3. REMOTE EMERGENC SHTOFF FOR GENERATOR. EC TO PROIDE RED PSH BTTON ITH NEMA 3R COER STI 2000 SERIES OR EAL AND 3/4"C 22 CONDITS TO GENERATOR. COORDINATE ITH MANFACTRER FOR TERMINATION POINT. PROIDE ENGRAED PLACARD RED ON HITE"GENERATOR EMERGENC SHTOFF".

4. LOCATE FELING PORT AT THIS LOCATION. PROIDE 3/4"C O INTERCONNECT CONTROL IRING FOR ALARM 3/4"C 20 BRANCH CIRCIT AND 2" FEL PIPE TO SBBASE TAN. FIELD COORDINATE EXACT LOCATION ANDREIREMENTS PRIOR TO ROGHIN ITH GENERATOR MANFACTRER REP. . CONNECT TO PRIMAR AND SEONDAR MOTOR FOR THE S INGING GATE.

REFER TO SHOP DRA INGS FOR ROGHIN REIREMENTS. ALL GATE IRING PROIDED B S INGING GATE CONTRACTOR.

6. 22" PC 40 CONDIT FOR PO ER AND LO OLTAGE IRING. . PROIDE 3/4" PC 40 CONDIT BET EEN E PAD ACCESS AND CONTROLLER PANEL FOR LO OLTAGE IRING B OTHERS. COORDINATE ITH GATE EIPMENT INSTALLER FOR EXACT LOCATION OF E PAD PRIOR TO ROGHIN.

8. PROIDE 3/4" PC 40 CONDIT STB FOR LOOP DETECTORS. COORDINATE ITH GATE EIPMENT INSTALLER. TPICAL
. EXISTING OINT POLE ITH POLE MONT TRANSFORMER.

20. NIGHT AIM AT FLAG.2. NE OINT POLE PER PGE REIREMENT.22. EXISTING OERHEAD LINES TO REMAIN.23. EXISTING CABINET. ERIF ROGHIN AND DEMOLITION REIREMENTS ITH O NER.

24. "X" PLLBOX FLSH IN GRADE LABEL LID "LIGHTING"2. "C. BRANCH CIRCIT HOMERN THROGH "LCP." REFER TO SCHEDLE ON SHEET E006 DETAIL 4. EXTEND 00 IRING.

26. "C.O. TO COMM. ROOM.2. PROIDE 20 CONNECTION TO POLE MONTED RAIN SENSOR AND RAIN S ITCH CONTROL PANEL AND PROIDE " CONDIT BET EEN CONTROL PANEL AND RAIN SENSOR PER CIIL DRA INGS.

28. PROIDE 20 CONNECTION TO ATOMATED EELCTRONIC SSTEM ITH 3 A ALE AND PROIDE "CONDIT TO RAIN S ITCH CONTROL PANEL PER CIIL DRA INGS.
2. CONNECT TO S ING ALL MONTED GATE CONTROLLER. REFER TO SHOP DRA INGS FOR ROGHIN REIREMENTS.

A. TILIT COMPAN CONTACTS BEFORE CONSTRCTION COORDINATE ERIF ALL TILIT COMPAN REIREMENTS
RICHARD STEMAN PGEPGE NO. 843
606063
RC PGE.COMDAE CLAR ATT
408632284
DC6 ATT.COM
ARL LOREN COMCAST
4803
ARLLOREN COMCAST.COM
B. TRENCHING AND BACFILLING FOR ALL CONDIT SSTEMS SHALL BE THE RESPONSIBILIT OF THE ELECTRICAL CONTRACTOR. ALL
CONDITS SHALL HAE MINIMM COER REIREMENTS AS SPECIFIED IN CEC 300. MORE STRINGENT DEPTH REIREMENTS MA BEIMPOSED B TILIT COMPAN AND / OR THIS SPECIFICATION. OINT TRENCHING MA BE TILIED HERE PRACTICABLE AND ERE
PERMITTED B THIS SPECIFICATION.

C. LOCATIONS OF EXISTING NDERGROND G TILIT SSTEMS SHALL BE DETERMINED B CALLING NDERGROND SERICE ALERT SA.

HEN PLANNING NDERGROND OR AND BEFORE O DIG
CONTACT NDERGROND SERICE ALERT SA AT LEAST 48 HORS PRIOR TO EXCAATION EEENDS EXCLDED FOR THE LOCATION OF NDERGROND GAS AND ELECTRIC LINES OR EIPMENT.

D. MAINTAIN REIRED CLEARANCES FROM ALL SANITAR SE ER ATER AND STORM DRAIN PIPING. REFER TO CIIL PLANS FOR EXACT
LOCATIONS AND DEPTHS OF PIPING.

E. ALL SITE TILIT OR SHALL BE INSTALLED PER THE TILIT COMPAN ISSED CONSTRCTION DRA INGS AND SPECIFICATIONSSPECIFIC TO THIS PROECT. AN TILIT OR PERFORMED ITHOT PRIOR TILIT COMPAN APPROAL SHALL BE DONE AT THE
CONTRACTORS RIS.

F. ALL CONDCTORS TO BE LISTED FOR ET LOCATIONS AND SHALL BE RATED ACCORDINGL.

GENERAL NOTES
P
P3P3
P3
REVIEWED FOR CODE COMPLIANCE March 22, 2022BUREAU VERITAS NORTH AMERICA, INC. 7 Packet Pg
S1A
S2B
S2A
W2
W3
W3
W1
W1
W3
W2
W1 W1 W1
W4
W4
W5
W3
S2A
S2A
S1B
S2A
S2B
W5 W5
W5 W5
W2
S3
5'-6 716"
47'-1012"
11'-3 316"
46'-012"
4'-334"
9'-71316"
SS TSB
KEEP
CLEAR
TSB
TSB
TSB
EL
TSB
TSB
TV
TSB
X
X
X
X
X
6" SS
WM

2.32.7 1.01.3

0.50.7 0.81.7

1.23.6 1.02.2

0.60.9 0.60.8

0.81.6 1.23.4

0.92.2 2.85.4

1.83.1 3.63.0

0.12.6 3.63.0

2.72.1 1.20.9

0.60.5 0.60.6

1.11.0 1.61.8

0.12.4 1.92.2

1.51.5 1.00.9

1.10.9 2.31.7

3.23.1 1.22.9

2.62.9 3.02.8

1.91.4 0.90.7

0.80.7 1.30.9

0.21.81.1 1.22.32.72.1

2.52.71.91.10.50.30.40.61.11.72.0 1.92.01.40.80.40.30.30.40.60.8

0.10.1 0.30.3

0.60.6 1.11.3

1.52.1 2.8

3.3182.2551.4991.2551.6412.017

2.2082.1862.0112.2853.2632.991

2.5052.470 3.598

3.754 3.354

3.875 2.391

2.730 1.159

7.13.41.94.67.23.42.25.4 2.31.61.11.92.41.61.32.0

0.50.50.50.60.60.50.50.60.8 0.20.20.20.20.20.20.20.30.41.1

1.21.31.10.90.61.32.2 2.02.01.61.21.01.11.0

2.52.31.81.51.20.90.7 2.92.82.01.71.41.10.8

1.81.61.82.11.4 0.51.12.9

2.21.52.9 4.51.81.8

1.91.00.6 3.73.02.21.41.01.01.11.11.21.2

4.53.82.51.61.31.51.91.91.91.9 4.73.92.61.81.61.82.12.32.42.5

4.73.82.71.91.71.92.73.03.13.1 4.84.02.71.91.82.02.12.63.84.2

3.83.52.31.41.00.91.01.41.61.4 3.32.62.11.41.00.90.90.80.80.7

2.62.52.01.71.61.61.51.51.41.1 2.93.82.62.02.42.52.22.83.11.6 28'-638"
21'-838"
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LK
J
H
G
F
E
D
C
B
A
M
L
K
J
H
G
FE
D
C
B
A
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
A ER T M A. E
C
F
NO. 10757
E L TS
O E A
E
T
SI GE
R
I W

L TL I E
A
RO
L
I C RT

I L F CA
AI N

HOMNAEE
R
GI N

ORP D NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

SITE PHOTOMETRIC

AND BUG PLAN
E-102
1/8" = 1'-0"
A1 SITE PHOTOMETRIC AND BUG RATING PLAN
MIN. DISTANCE

MOUNTING HEIGHTBUGALLOWEDPROPOSED
12'
9'-8"
BUG
31 00
11 1a
FROM PROP. LINE
LZ3 LIGHTING ZONE
= SHOWN AS WORST CASE SCENARIO
FIXTURE S1A
X
2019 CALGREEN NON-RESIDENTIAL MANDATORY
MEASURES:

1. SITE WAS DESIGNED BASED ON LIGHTING ZONE 3.

2. FIXTURE TYPE "S4" IS LIGHTING THE NATIONAL

FLAG AND THEREFORE EXEMPT IN LIGHTING
ZONES 2, 3, OR 4

3. FIXTURE TYPE "W4" IS ALSO EXEMPT BECAUSE
THIS IS FOR EMERGENCY LIGHTING.

4. FIXTURE SCHEDULE IS ON SHEET E-003.

5. FIXTURE TYPE "W2" HAS AN UP AND DOWN
DISTRIBUTION. FIXTURE IS LOCATED UNDER A
CANOPY UPLIGHT IS LIGHTING THE ADDRESSSIGN.

FOR PROPERTY LINES
1a
54 3
2a
6 FOR PROPERTY LINES THAT ABUT PUBLIC

ROADWAYS AND PUBLIC TRANSIT

CORRIDORS, THE PROPERTY LINE MAY BE

CONSIDERED TO BE THE ENTERLINE OF

THE PUBLIC ROADWAY OR PUBLIC

TRANSITE CORRIDOR FOR THE PURPOSE

OF DETERMING COMPLIANCE WITH THIS
SECTION.

MIN. DISTANCE

MOUNTING HEIGHTBUGALLOWEDPROPOSED
25' AFF
11'-4"
BUG
11 30
00 3
FROM PROP. LINE
LZ3 LIGHTING ZONE
FIXTURE W1
MIN. DISTANCE

MOUNTING HEIGHTBUGALLOWEDPROPOSED
8'-6" AFF
47'-10"
BUG

NO LIMIT
0 33
33 4
FROM PROP. LINE
LZ3 LIGHTING ZONE
FIXTURE W2
MIN. DISTANCE

MOUNTING HEIGHTBUGALLOWEDPROPOSED
46'-0"14'-6"
BUG

NO LIMIT
1 30
31 5
FROM PROP. LINE
LZ3 LIGHTING ZONE
FIXTURE W3
MIN. DISTANCE

MOUNTING HEIGHTBUGALLOWEDPROPOSED
6'-0" AFF
4'-4"
BUG
30 33
11 6
FROM PROP. LINE
LZ3 LIGHTING ZONE
FIXTURE W5
MIN. DISTANCE

MOUNTING HEIGHTBUGALLOWEDPROPOSED
22'-4"
3'-4"
BUG

NO LIMIT
1 32
31 2b
FROM PROP. LINE
LZ3 LIGHTING ZONE
FIXTURE S2B
MIN. DISTANCE

MOUNTING HEIGHTBUGALLOWEDPROPOSED
5'-6"3'-4"
BUG
B4
0 32
31 2a
FROM PROP. LINE
LZ3 LIGHTING ZONE
FIXTURE S2A
MIN. DISTANCE

MOUNTING HEIGHTBUGALLOWEDPROPOSED
12'
28'-7"
BUG
31 00
11 1b
FROM PROP. LINE
LZ3 LIGHTING ZONE
FIXTURE S1B
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
BACK 2.2 fc 4.8 fc 0.7 fc 6.9:1 3.1:1Back Near Stairs 1.5 fc 3.6 fc 0.5 fc 7.2:1 3.0:1FRONT APP BAY 1.6 fc 7.2 fc 0.2 fc 36.0:1 8.0:1PARKING AREA 1.6 fc 4.5 fc 0.5 fc 9.0:1 3.2:1WALKWAY CORNER 1.5 fc 3.6 fc 0.1 fc 36.0:1 15.0:1WALKWAY ENTRY 2.513 fc 3.875 fc 1.159 fc 3.3:1 2.2:1WALKWAY NEAR TRANSFORMER 1.0 fc 2.8 fc 0.1 fc 28.0:1 10.0:1WALKWAY NORTH 3.3 fc 5.4 fc 1.8 fc 3.0:1 1.8:1 1b
2b
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC. 7.j.2
Attachment: Fire Station 16 Plans and Specs (Fire Station 16 Plans and Specs) A B C
1 2
3 4
A.6 B.4
J
3 STAIR 01
201
DORM 03
215
ELEV.
203

ELEVATOR

CONTROL ROOM
205
DORM 02
216
DORM 01
217
STUDY
218
DORM 04
211
I.T.
210

UTILITY
208

ELECTRICAL
209

BATHROOM
212

ADAPTABLE

BATHROOM
213

KITCHEN
207

DAYROOM
206
CLOSET
214
HALL
202
nPP
(ER)
nOS
nOS
nPP
(ER)
nPP
T24
nPP
nPP
nPP
T24
nOS
FC-17
17 8
8 SB
8 11
J
10 10
13 3
J
F1
F8F8
F1
F8F8
F1
F8F8
F1
F1
F1
F1
F1
F1
F1
F1
F4A
F4A
F4B F4B F4B F4B
F4B
F4B
F5A
F5A
F3C
F3C
F3D
F6
F7
F11
"FB"
"FC"
"FACP"
W1
X2
X1
(EM)
(EM)
(EM)
(EM)
(EM)
(EM)
(EM)
(EM)
F7
F2 F2
39,c
W1
(NL)
F8 F8
F10
F7 F7
F12B F12A F12A
F12A
UC4
F1
nOSD
D
nD
nD
D
D
D
D
VOS
VOS
D
OS
nD
n2D
F3C
48,r8
(INV4)
FA-39
41 41
41 41
39 41
41 41
39,b
FA-48
39,b
39,c 39,c
FA-50,r4
39 FA-48
(INV3)
FB-41
FB-41
41 41
41 41
41 41
41 FA-48
(INV3) FA-48
(INV2)
FA-48
(INV3)
FA-48
(INV3)
48 (INV3)
48 (INV3)
4141
41 FB-41
39 39
39 39
W1
(EM)
48,r8
(INV4)
F2
F7 F7
F7
39,b
F7
39,a
39,d 39,d 39,a
(INV3)
3,a
3D,a
D,b
D,c
D,d
39,a
39,b 39,b 39,b 39,b
39,b
F3B
52 FA-52,54
54 F12C
F12B
UC5
39 D

READING
ROOM
204
F4B
39,b
F4B
39,b
A B C
1 2
3 4
A.6 B.4
4 GENERATOR
PEN
111

EXERCISE
102
ENTRY
101

BATHROOM
110

ELEVATOR
109
MED.

CLEANING
107
nOS
nPP
(ER)
nPP
nPP
(ER)
nPP
nOS
PC
12 WATER HEATER

COMPRESSOR ROOM
106

APPARATUS
BAY
105

TURNOUT
104
DECON
103
STAIR 01
108
nOS
C
E1
-
J
3 J
3 nSP
nSP
nPP
a
5 J
3 nSP
nPP
c
nPP
6 F2
nPP
52 7
F2
7 9
9 9
9 7
nPC
nPC
12 n2D
n2D
F1 F1 F1
F1 F1 F1F1 F1 F1
F5B
F4A
W2
W5
W5
W5
W5
W2
X1
F2
(EM)
(EM)
F3D

G,WP WP
(INV4)
F2
OS
F3D
OS,D
n2D
n4D
n4D
F3A
F3B
F3A F3A
F3A F3A F3AF3A F3A F3AF3A F3A F3A
F4A
F4A
F4A F4A
F2
F11
(INV4)
W3
W1
W3
W3
W3
"FA"
"LCP"
W2
W4
W4
X3
X4
"INV"
(EM)
(NL)
F2
F12D
UC1
UC1
nD
nD
n4D
OS
F2
F4A F4A
(NL)
(NL)
(NL)
(NL)
UC2
nD
F12A
OS
FA-46
44,b
FA-44,b
44,a
(EM)44,a
44 44
50,r4
44 44 44,c
44,c
(EM) 44,c
W1
48,r8
(INV4) 48
50,r6
50,r5
50,r5
50,r5
50,r6
48 (INV2) 48
(INV2)
48 (INV2)
48 (INV1)
52 46
50,r5
46 48,r8
(INV1)
(INV1)
48 48
48 48
48(INV1)
(INV1)
46,b
50,r4
50,r4 50,r4
50,r4
46 46
(INV4)
FA-44
44 b a 54
FA-44
FA-52,54
50,r4
FA-50
FA-50
n
46 46
46 46
(INV1)
FA-48
FA-48
44,c
46,b
46,b
46,a
46,a
46,a 46,a
46,a
46,a
FA-48
FA-46
WP
(INV4)
(INV4)
(INV1,2)
(INV1)
(INV2)
b
X1
48 (EM)
(INV1)
48 (INV1)
(EM)
X1
48 (EM)(INV1)
ADDRESS SIGN 14
J
50,r5
F12D
44 OS F3B FA-46
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
L
K
J
H
G
FE
D
C
B
A
M
L
K
J
H
G
FE
D
C
B
A
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
A
ER
T
M A. E
C
F
NO. 10757
E L

TS O E A
E
T
SI GER
I W L
T
L I
E
A
RO

L I C RT

I L F CA
AI N
HOM
N
A

EER GI N
ORP D

NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

LIGHTING FLOOR
PLANS
E-111

PROJECT
NORTH
A1 GROUND FLOOR LIGHTING PLAN
1/8" = 1'-0"
A9 FIRST FLOOR LIGHTING PLAN
1/8" = 1'-0"

REFERENCE NOTES

1. LIGHTING CONTROL PANEL, "LCP" FOR EXTERIOR LIGHTING
CONTROLS. SEE DIAGRAM 4/E-006.

2. EMERGENCY LIGHTING INVERTER (550VA/W SINGLE PHASE) MYERS ILLUMINATOR LV. SEE DIAGRAM 2/E-006

3. PROVIDE ULV POWER SUPPLY FOR UNDER CABINET TAPE LIGHTS.

PROVIDE ALL ACCESSORIES (POWER SUPPLY, MOUNTING CLIPS,LENS, ETC) FOR A WORKING SYSTEM. MOUNT POWER SUPPLY INSIDE JUNCTION BOX OR REMOTE. REFER TO UNDERCABINET LIGHTINGTRANSFORMER SCHEDULE FOR TRANSFORMER SIZE.

4. MOUNT AT STAIRS LANDING. REFER TO ARCHITECTURAL STAIR SECTION SHEET A-410.

5. THIS ROW IS ON 24/7. DIMS 50% WHEN SPACE IS UNOCCUPIED.6. ALL FIXTURE TYPE F3A HAS AN INTEGRAL OCCUPANCY SENSOR THAT DIMS AT 50% WHEN SPACE IS UNOCCUPIED..

7. UP TO SECOND FLOOR LIGHTING, SEE SECOND FLOOR LIGHTING PLAN FOR CONTINUATION.

8. DOWN TO FIRST FLOOR LIGHTING, SEE FIRST FLOOR LIGHTING PLAN FOR CONTINUATION.

9. ROUTE BRANCH CIRCUIT TO "LCP". REFER TO SCHEDULE ON SHEET E-006.

10. DOWN TO CONTROLLED RECEPTACLES. REFER TO POWER PLAN FOR CONTINUATION.

11. SWITCHBANK FOR KITCHEN LIGHTS. PROVIDE TWO DIMMER
SWITCHES.

12. MOUNT LIGHTS AND RECEPTACLE AT ELEVATOR PIT PER ELEVATOR MANUFACTURER'S INSTRUCTIONS.

13. MOUNT LIGHT AND RECEPTACLE AT TOP OF ELEVATOR SHAFT PER ELEVATOR MANUFACTURER'S INSTRUCTIONS.

14. CONNECT TO INTERNALLY LIT ADDRESS SIGN. PROVIDE LUXELLO LED 12V POWER SUPPLY (110 VAC INPUT AND 12VDC OUTPUT, 1.0A, 60HZ). MOUNT POWER SUPPLY ABOVE ACCESS PANEL ABOVE
RESTROOM. REFER TO ARCHITECTURAL ELEVATION FOR SIGNLOCATION. EXTEND 12V BRANCH CIRCUIT TO SIGN.

E1 MECH. LOFT LIGHTING PLAN
1/8" = 1'-0"

PRIMARY DAYLIT ZONESECONDARY DAYLIT ZONE

DAYLIT ZONE LEGEND
A. NIGHT LIGHT "NL" DESIGNATED LUMINAIRES IN INTERIOR

LOCATIONS SHALL HAVE ONE BALLAST CONTINUOUSLY
ENERGIZED. LUMINAIRES IN EXTERIOR LOCATIONS SHALL BE
AUTOMATICALLY CONTROLLED TO BE ON FROM DUSK TO DAWN.

B. LIGHTING FIXTURE LOCATIONS SHOWN ARE SCHEMATIC. REFER

TO ARCHITECTURAL PLANS (REFLECTED CEILING, ELEVATIONS,
ETC.) FOR EXACT LOCATIONS AND MOUNTING HEIGHTS PRIOR TOROUGH-IN.

C. REFER TO ARCHITECT'S REFLECTED CEILING PLAN(S) FOR CEILING HEIGHTS, TYPES, FINISHES, ETC. IN EACH AREA. VERIFY FLANGE TYPES, TRIM KITS, STEM LENGTHS, ETC. FOR ALL FIXTURES PRIORTO SUBMITTALS.

D. CONFIRM LOCATION OF ALL DOORS SWINGS WITH
ARCHITECTURAL PLANS PRIOR TO ROUGH-IN OF SWITCHES.

E. PROVIDE UNSWITCHED HOT LEG OF ROOM LIGHTING BRANCH

CIRCUIT TO EACH BATTERY POWERED EMERGENCY LIGHT AND
EXIT SIGN FOR CONTINUOUS CHARGING.

F. REFER TO LIGHTING CONTROL DIAGRAMS AND SEQUENCE OF
OPERATIONS ON SHEET E-006.

G. EXTEND 0-10V DIMMING FOR ALL LIGHTS WITH 0-10V DIMMING.

THAT INCLUDES ALL EXTERIOR LIGHTING.

LIGHTING PLAN GENERAL NOTES
LIGHTING CONTROL NOTES:

QUANTITY AND LOCATION OF ALL SENSORS ARE SHOWN FOR DESIGN INTENT. LIGHTING CONTROL MANUFACTURER SHALL SUBMIT COMPLETE SHOP DRAWING SHOWING PREFERRED LOCATION AND QUANTITY OFSENSORS REQUIRED FOR OPTIMUM SYSTEM PERFORMANCE.

PROVIDE OCCUPANCY SENSOR, WALL OR CEILING MOUNTED AS SHOWN ON

THIS PLAN WITH TYPE AND MODEL THAT CAN ACCOMMODATE THE SPACE REQUIREMENT FOR THE ROOM OR AREA.REFER TO SHEET E-006 FOR ADDITIONAL INFORMATION.

P2
P2
P2
P2
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg
A B C
1 2
3 4
A.6 B.4
M,G
M,G
M,G
G,W
"FB"
"FC"
"FACP"
2,3
E-113

DRTVDRTV

SACOSACOSACO
1 E-113
G,WP
SACO
SACO
SACO
SACO
10 3
3 6
1415
50 E-206
161616
16 READING
ROOM
204
STAIR 01
201
DORM 03
215
ELEV.
203

ELEVATOR

CONTROL ROOM
205
DORM 02
216
DORM 01
217
STUDY
218
DORM 04
211
I.T.
210

ELECTRICAL
209

BATHROOM
212

ADAPTABLE

BATHROOM
213

KITCHEN
207

DAYROOM
206
CLOSET
214
HALL
202
TV
TV
TV
TV
4 E-113
FB-5 FB-5
FB-5
FB-5
FB-17
FB-3
FB-3
FB-3 FB-3
FB-17
FB-17
FB-17
FB-17
FB-17
FB-11 FB-7
FB-7 FB-7
FB-7
FB-7
FB-17
FB-9
FB-9
FB-1
FB-1
FB-1
FB-1
FB-11
FC-26
FC-26
FC-26 FB-26
FC-2
FB-11
FB-11
FB-11
FB-24
FB-13
FB-13 FB-15
FB-15 FB-13
FB-13
FC-24
FC-24 FC-24
MSB-8
FC-13,15
J
FB-5
J
FB-7,17
J
J
J
FB-3
FB-1
J
FC-26
FC-24
J
FB-13,15
FB-9,11

UTILITY
208
FB-22
W
FB-18/20 30A
21 A B C
1 2
3 4
A.6 B.4
CP CP J 24 E203
J
11 23
E203
G,WP

G,WPG,WP
G,WP
G,WP
G,WP
M,G
2 G,W
G,W
G,W
G,W
SACO
G,W
G,WP
TV
W,G
G,W
23 E203

M,G M,G M,G
"MSB"
"ATS"
"LCP"
"FA"
G,W
J
4 CLG

CLG CLG
5 5
5 6
8 13
9 11
12 12
12 12
12 50
E-206

WATER HEATER

COMPRESSOR ROOM
106

APPARATUS
BAY
105

TURNOUT
104
DECON
103

GENERATOR
PEN
111

EXERCISE
102
ENTRY
101

BATHROOM
110

ELEVATOR
109
STAIR 01
108
MED.

CLEANING
107 5
E-113
J
A7
A-518
J
17 J
J
19 42
38,40
19 22
FA-38,40,42
20 J
FA-56
FA-34
FA-30
FA-32
FA-34
FA-34
FA-34 FA-34
FA-24
FA-28
FA-24
FA-36
FB-17
FA-24
FA-24 FA-24
FA-26
FA-22
FA-12
FA-12
FA-62
FA-1/3/5 FA-14,16,18,20
FA-7/9/11
17 15
13 FA-12
FA-13,15,17
FA-12
FA-1/3/5
FA-60
FA-22
FA-2
FA-12
FA-22
FA-12
FA-8/10
J
FA-12,22,24
J
FA-30,32,34
J
FA-24
W
30A
G,WP
FA-27/29
FA-22
"INV"
G,W
FA-12
CP
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
L
K
J
H
G
FE
D
C
B
A
M
L
K
J
H
G
FE
D
C
B
A
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
A
ER
T
M A. E
C
F
NO. 10757
E L

TS O E A
E
T
SI GER
I W L
T
L I
E
A
RO

L I C RT

I L F CA
AI N
HOM
N
A

EER GI N
ORP D

NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

POWER FLOOR
PLANS
E-112

PROJECT
NORTH
A1 GROUND FLOOR POWER PLAN
1/8" = 1'-0"
A9 FIRST FLOOR POWER PLAN
1/8" = 1'-0"

REFERENCE NOTES

1. CONNECT TO FOLDING DOOR CONTROL.

2. CONNECT TO OVERHEAD DOOR CONTROL.

3. CONTROLLED RECEPTACLES IN THIS ROOM. RUN BRANCH CIRCUIT TO POWER PACK FOR CONTROLLED RECEPTACLES. REFER TO
LIGHTING PLAN FOR CONTINUATION.

4. PROVIDE 1"C (PVC 40) TO "MSB" FOR FUTURE WASHER EXTRACTOR CONNECTION. VERIFY EXACT POINT OF CONNECTION PRIOR TO
ROUGH-IN.

5. CORD DROP FOR TRICKLE CHARGE. VERIFY EXACT LOCATION WITH CITY PRIOR TO ROUGH-IN.

6. PROVIDE CIRCUITS FOR 120V WASHER AND 208V ELECTRICAL DRYER.

7. PROVIDE (3) DEDICATED CIRCUITS. VERIFY LOCATION OF DEDICATED EXERCISE EQUIPMENT WITH OWNER PRIOR PRIOR TO ROUGH-IN.

8. MAIN SWITCHGEAR, "MSB." PER SINGLE LINE DIAGRAM.9. PROPOSED LOCATION OF PV DISCONNECT.

10. PROPOSED PV PANEL LOCATION AND INVERTER LOCAITONS.11. PROVIDE 30AMP, 250V RATED RECEPTACLE. VERIFY NEMA RATING WITH OWNER PRIOR TO ORDERING.

12. PROVIDE FLUSH MOUNT WHILE-IN USE COVER WITH NO KEY,

WEATHER RESISTANT/TAMPER RESISTANCE RECEPTACLE, AND A
CUSTOM COLOR FINISH (COLE LIGHTING #TL310-WCS-GFCI-NK-CC).

THE COLOR SHALL MATCH BENJAMIN MOORE MIDNIGHT OIL 1631.

13. FLOOR MOUNTED AUTOMATIC TRANSFER SWITCH, "ATS" PER SINGLE LINE DIAGRAM.

14. PROVIDE DISCONNECT FOR ELEVATOR CAB LIGHTING.15. CONNECT 208V 3PHASE FEEDER TO ELEVATOR DRIVE UNIT PER MANUFACTURER'S REQUIREMENTS.

16. PROVIDE SURFACE MOUNTED OUTLET AT BUILT-IN DESKTOP.17. CONNECT TO OVERHEAD DOOR OPERATOR. COORDINATE WITH DOOR INSTALLER PRIOR TO ROUGH-IN.

18. PROVIDE 120V CONNECTION FOR GENERATOR BATTERY CHARGER AND HEATER. COORDINATE WITH GENERATOR MANUFACTURE
PRIOR TO ROUGH-IN.

19. PROVIDE 120V CONNECTION FOR GENERATOR BATTERY FUEL PORT.

COORDINATE WITH GENERATOR MANUFACTURE PRIOR TO
ROUGH-IN.

20. PROVIDE 120V CONNECTION FOR IRRIGATION CONTROL.

COORDINATE EXACT LOCATION WITH LANDSCAPE PRIOR TO
ROUGH-IN.

21. CONNECTION TO ELECTRIC BBQ GRILL. ROUTE BRANCH CIRCUIT THROUGH RELAY PER DIAGRAM ON SHEET E-123 TO SHUT-OFF
POWER DURING FIRE STATION ALERTING RESPONSE.

1. CONNECT TO FOLDING DOOR CONTROL.

2. CONNECT TO OVERHEAD DOOR CONTROL.

3. GENERAL NOTES
A. FUSING: ALL FUSIBLE SAFETY DISCONNECT SWITCHES SHALL

BE PROVIDED WITH DUAL-ELEMENT TIME DELAY TYPE FUSES

SIZED AND RATED PER EQUIPMENT MANUFACTURERS'
RECOMMENDATIONS. VERIFY WITH EQUIPMENT NAMEPLATEBEFORE INSTALLATION.

B. INSTALL SEPARATE NEUTRALS FOR EACH 120V BRANCH
CIRCUIT.

C. MOTOR OVERLOAD PROTECTION: WHERE REQUIRED BY NEC
ARTICLE 430 PART C AND NOT SHOWN ON PLAN OR PROVIDED

INTEGRAL WITH EQUIPMENT, PROVIDE AND INSTALL THERMAL
OVERLOAD PROTECTION FOR ALL MOTORS.

D. SPARE CONDUIT FOR RECESSED PANELS: PROVIDE (1) 3/4"
SPARE CONDUIT STUB UP TO ACCESSIBLE ABOVE CEILINGSPACE AND/OR ACCESSIBLE SPACE BELOW FOR EVERY (3)SPARE BREAKER SPACES AS INDICATED ON PANELSCHEDULES.

E. DEVICE LOCATIONS SHOWN ARE SCHEMATIC AND
APPROXIMATE. EXACT LOCATIONS SHALL BE FIELD VERIFIED

DURING ROUGH-IN WITH ARCHITECTURAL ELEVATIONS,
CASEWORK SHOP DRAWINGS, FURNITURE, ETC. AND SHALL BECOORDINATED WITH OTHER TRADES TO AVOID CONFLICT WITH OTHER EQUIPMENT.

F. ELECTRICAL AND COMMUNICATIONS OUTLETS SHOWN IN THE

SAME LOCATION, SHALL BE MOUNTED ON OPPOSITE SIDES OF
THE SAME STUD. COORDINATE BETWEEN ELECTRICAL AND
COMMUNICATIONS PLANS.

G. ALL OUTLETS MUST BE TAMPER PROOF.

H. ALL 15 AND 20AMPERE RECEPTACLES FOR BOTH DAMP AND
WET LOCATIONS REQUIRED TO BE LISTEDWEATHER-RESISTANT (WR) TYPE PER CEC 406.9.

P1
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg
G,A
9 M,G
W
M,G

M,G M,G

M,G M,G
8 10 10
M,G
FB-4 FB-4 FB-4 FB-6
FB-6
FB-8
FB-10 FB-10
FB-12
FB-32/34/36
J
FB-14,16
FB-6,8,10
J
FB-2,4,6
12 J J
1"C (3)#6 THWN AND (1)#10 CU GROUND
FB-38/40/42
I.T.
24 657
4 44
E-205
I.T.
24 J
42 E-205
1 3
2 7

FRONT FRONT

J FSAS DATA
11 FC-14FC-16
FC-10 FC-10
FC-4
FC-6
FC-8
FC-10 J
FC-4,6,19
"FB""FC"
J
FC-12,14,16
FC-12
FC-8,10
FC-19
13 GFI GFIGFI GFIGFI GFI
1'-3"
3'-8"
4'-0"
6'-4"
FA-14,16,18,20
120V
FA-20
FA-14
FA-14
FA-14 FA-14
FA-14 FA-14
4'-0"
1'-3"
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
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NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
A ER T M A. E
C
F
NO. 10757
E L TS
O E A
E
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R
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L TL I E
A
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I L F CA
AI N

HOMNAEE
R
GI N

ORP D NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

ENLARGED

ELECTRICAL PLANS
E-113

PROJECT
NORTH
1 ENLARGED PLAN AT KITCHEN
1/4" = 1'-0"
2 ENLARGED POWER PLAN AT I.T. ROOMS
1/4" = 1'-0"

REFERENCE NOTES
3 ENLARGED COMM. PLAN AT ELEC. & I.T. ROOMS
1/4" = 1'-0"

1. MAIN COMMUNICATION BACKBOARD. "MCTB". MAIN COMMUNICATION TERMINAL BOARD "MCTB" WITH GROUND BAR. PROVIDE 8'H X 3/4" FIRE RETARDANT BACKBOARD AT FOUR WALLS SHOWN.

2. PROVIDE A GROUND BAR WITH 3/4"C (#4 CU) GROUND TO "MSB".

3. PROVIDE (2) 2 POST RACKS, ONE FOR DATA/TELEPHONE AND ONE FOR FIRE STATION ALERTING SYSTEM.

4. PROVIDE 18" LADDER TRAY AS SHOWN (CHATSWORTH #10250-712 BLACK). PERIMETER TRAY SHALL BE SUPPORTED FROM WALLBRACKETS (CHATSWORTH #1746-712) OR END WALL BRACKETS (CHATSWORTH #11421-712) AND MOUNTED TO THE TOP OF EACH
RACK. VERIFY MOUNTING HEIGHT WITH COUNTY PRIOR TOROUGH-IN.

5. TELEPHONE AND CATV UTILITY CONDUITS STUBS. REFER TO
ELECTRICAL SITE PLAN FOR CONTINUATION.

6. (1)2" TO ANTENNA FOR RADIO WIRING BY OTHERS.

7. CONNECTION FOR SECURITY/ACCESS CONTROL PANEL.

8. PROVIDE SWITCHED RECEPTACLE BELOW SINK AND MOUNT SWITCH ABOVE COUNTER. PROVIDE TWO DEDICATED CIRCUIT FOR DISPOSALAND DISHWASHER.

9. MOUNT FOR CONNECTION TO FOR RANGE HOOD, FAN/LIGHT.

COORDINATE EXACT LOCATION PRIOR TO ROUGH-IN. ROUTE BRANCHCIRCUIT THROUGH RELAY PANEL PER PLUMBING PLANS TOSHUT-OFF POWER DURING FSAS RESPONSE.

10. HORIZONTALLY MOUNT AT ISLAND COUNTER OUTLETS AS HIGH AS PRACTICAL. COORDINATE EXACT LOCATION PRIOR TO ROUGH-IN.

11. PROVIDE BLANK JUNCTION BOX AND 3/4"C.O. TO PANEL "FC" FOR FUTURE USE.

12. CONNECT TO ELECTRIC OVEN. PROVIDE TWO SEPARATE
CONNECTION PER MANUFACTURER REQUIREMENT. VERIFY EXACT
LOCATION AND MOUNTING PRIOR TO ROUGH-IN. ROUTE BRANCH
CIRCUIT THROUGH RELAY PER DIAGRAM ON SHEET E-123 TOSHUT-OFF POWER DURING FIRE STATION ALERTING RESPONSE.

13. PROVIDE DEDICATED CIRCUIT FOR EMERGENCY RESPONDER RADIO COMMUNICATION SYSTEM "ERRCS".
4 ELEVATION OF DAYROOM TV

NOT TO SCALE
5 ELEVATION OF APP BAY RADIO COUNTER
1/2" = 1'-0"

TRAFFIC CABINET
ENCLOSURE PER TS-PLANS.

COORDINATE EXACT

LOCATION PRIOR TO
ROUGH-IN. PROVIDE 120V
CONNECTION.

PRE-EMP PUSH BUTTON

AND PUSH BUTTON SIGN
PER TS-PLANS. PROVIDE
1-GANG BOX AND 3/4"C.O.
(EMT) TO ENCLOSURE
ABOVE
2"C TO TRAFFIC SIGNAL

PULL BOX FOR FIRE

STATION FLASHING
BEACONS. REFER TO

TS-PLANS FOR
CONTINUATION.
42 E-205
PROVIDE (2)5S BOX MOUNTED
(1)BACK OF TV AND(1) BELOW
WITH 1-1/4"C.O. (EMT) BETWEEN

FOR LOW VOLTAGE WIRING BY
OWNER. PROVIDE ARLINGTON
DEVICE (BRUSH) WITH WALLPLATE (#AR-CED135WP) OR
EQUAL.

P2
P2
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg
A B C
1 2
3 4
A.6 B.4
STAIR 01
201
DORM 03
215
ELEV.
203

ELEVATOR

CONTROL ROOM
205
DORM 02
216
DORM 01
217
STUDY
218
DORM 04
211
I.T.
210

UTILITY
208

ELECTRICAL
209

BATHROOM
212

ADAPTABLE

BATHROOM
213

KITCHEN
207

DAYROOM
206
W
GANN
12 2
E-112
DC
CR
"FACP"
W
8 6
1010
1010
2"C2"C2"C2"C
10 10 10
2"C
(4)4"C (4)4"C
DRTV
14 CLOSET
214

HALLWAY
202
4 E-113
TV
TV
TV
TV
W
3 3
3 3
2 2
2 2
2 W
W
DC
CR
DC
CR
AP
21 AP
E-203
21 E-203
21 E-203

READING
ROOM
204
A B C
1 2
3 4
A.6 B.4

WATER HEATER

COMPRESSOR ROOM
106

APPARATUS
BAY
105

TURNOUT
104
DECON
103

GENERATOR
PEN
111

EXERCISE
102
ENTRY
101 BATHROOM
110

ELEVATOR
109
STAIR 01
108
MED. CLEANING
107
W
W
W
W
P
911
DC
CR
JJ
CP
22 CP
J
DM
2 DM
DM
MCS
27 7
E-203
M
DC
CR
DC
CR
CR
DC
DC
CR
TV
ANN
24 E203
23 E203
23 E203
T F
B
9 33
45 @LCP
13 CP
M
@MSB
5 E-113
A7
A-518
ADO
ADO
25 E-203
21 E-203
M
2 4
11 15
AP
+9'-0"
AP
+9'-0"
21 E-203
21 E-203
21 E-203
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
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A
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
A ER T M A. E
C
F
NO. 10757
E L TS
O E A
E
T
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R
I W

L TL I E
A
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L
I C RT

I L F CA
AI N

HOMNAEE
R
GI N

ORP D NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

COMMUNICATIONS

FLOOR PLANS
E-121

PROJECT
NORTH
A1 GROUND FLOOR COMMUNICATIONS PLAN
1/8" = 1'-0"
A9 FIRST FLOOR COMMUNICATIONS PLAN
1/8" = 1'-0"

REFERENCE NOTES

1. DOOR CONTROL.

2. DOOR MOTOR. (FIELD LOCATED PRIOR TO ROUGH-IN)

3. CONTROL PANEL FOR BI-FOLDING.

4. FLOW AND TAMPER SWITCH AT FIRE SPRINKLER RISER.

5. PROVIDE 120V CONNECTION TO SPRINKLER BELL. RING THROUGH, FLOW SWITCH.

6. 12" BASKET TRAY ABOVE ACCESSIBLE CEILING SPACE.

7. MASTER CONTROL STATION WITH (3) DOOR CONTROLS. CONTROLS (1) OVERHEAD DOORS AND (2) BI-FOLDING DOORS.

8. PROVIDE DEDICATED CIRCUIT FOR FIRE SPRINKLER MONITORING AND ALARM PANEL, "FACP", SURFACE MOUNT WITH SMOKE
DETECTOR ABOVE. (DEFERRED APPROVAL). PROVIDE TWODEDICATED TELEPHONE LINE.

9. FIRE ALARM ANNUNCIATOR PANEL.

10. (EMT) CONDUIT SLEEVES FOR LOW VOLTAGE WIRING.11. PROVIDE LAN LINE INSIDE "LCP". PROVIDE 1/2"C WITH (1)CAT6 DATA CABLE TO IT ROOM.

12. GENERATOR ANNUNCIATOR PANEL. REFER TO SINGLE LINE
DIAGRAM.

13. (3)2'C. (EMT) TO SECOND FLOOR IT ROOM. STUB ABOVE ACCESSIBLE CEILING SPACE.

14. CONNECT VOICE LINE TO ELEVATOR DRIVE UNIT PER
MANUFACTURER'S REQUIREMENTS.

15. PROVIDE 1/2"C.O. BETWEEN MSB AND IT CLOSET PER PGE&E REQUIREMENTS.

A. SIGNAL AND COMMUNICATIONS SYSTEMS RACEWAYS AND BOXES:

REFER TO DETAIL 40/E-205.

B. DEVICE LOCATIONS SHOWN ARE SCHEMATIC AND APPROXIMATE.

EXACT LOCATIONS SHALL BE FIELD VERIFIED DURING ROUGH-IN

WITH ARCHITECTURAL ELEVATIONS, CASEWORK SHOP DRAWINGS,
FURNITURE, ETC. AND SHALL BE COORDINATED WITH OTHER
TRADES TO AVOID CONFLICT WITH OTHER EQUIPMENT.

C. ELECTRICAL AND COMMUNICATIONS OUTLETS SHOWN IN THE SAME

LOCATION, SHALL BE MOUNTED ON OPPOSITE SIDES OF THE SAME STUD. COORDINATE BETWEEN ELECTRICAL AND COMMUNICATIONS
PLANS.

D. ANY CABLES RUNNING UNDERGROUND MUST BE RATED
UNDERGROUND RATED CABLES.

E. LOW VOLTAGE CONDUIT. STUB TO NEAREST CABLE TRAY OR
ACCESSIBLE CEILING SPACE.

GENERAL NOTES
F. 911 CAL BOX, ELEVATOR, AND FIRE ALARM REQUIRES LAN LINE.

REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg
A B C
1 2
3 4
A.6 B.4
15' - 9 1/4"
9' - 0"
14' - 5"
12' - 0"
9' - 0"
9' - 0"
15' - 11 3/8"
10' - 8"
7' - 8"
15' - 7 5/32"
15' - 7 5/32"
15' - 9 1/4"
S
S
S
S
S
STR
S
WP
S
WP

WATER HEATER

COMPRESSOR ROOM
106

APPARATUS
BAY
105

TURNOUT
104
DECON
103

GENERATOR
PEN
111

EXERCISE
102
ENTRY
101 BATHROOM
110

ELEVATOR
109
STAIR 01
108
MED. CLEANING
107
S
SSSS
Z
"LCP"
"FA"
A7
A-518
DB
J
1 STR
STR
3 3
2 1
E-123

UP TO UPPER LEVEL
3 3
EA
EA +10'-0"
4 A B C
1 2
3 4
A.6 B.4
8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
7' - 0"
J9
A-538
STR
STR
STR
S S
S
SS
S
S
S
S
S
S
S
S
STAIR 01
201
DORM 03
215
ELEV.
203

ELEVATOR

CONTROL ROOM
205
DORM 02
216
DORM 01
217
STUDY
218
DORM 04
211
I.T.
210

UTILITY
208

ELECTRICAL
209

BATHROOM
212

ADAPTABLE

BATHROOM
213

KITCHEN
207

DAYROOM
206
CLOSET
214

HALLWAY
202
WS
WS
WS
WS
"FB"
"FC"
"FACP"
ZA
GS
2 E-123
SR
R1 R1
R1
R1
R1
R1
R1
1 E-123
J

DOWN TO LOWER LEVEL
3 3

READING
ROOM
204
EA
ERRCS
EAEA
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
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A
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
A ER T M A. E
C
F
NO. 10757
E L TS
O E A
E
T
SI GE
R
I W

L TL I E
A
RO
L
I C RT

I L F CA
AI N

HOMNAEE
R
GI N

ORP D NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

FSAS FLOOR
PLANS
E-122

PROJECT
NORTH
A1 GROUND FLOOR FIRE STATION ALERTING SYSTEMS (FSAS) PLAN 1/8" = 1'-0"
A9 FIRST FLOOR FIRE STATION ALERTING SYSTEMS (FSAS) PLAN 1/8" = 1'-0"

REFERENCE NOTES
A. PROVIDE AND INSTALL FIRE STATION ALERTING SYSTEM
EQUIPMENT AS INDICATED ON THE PLANS.

B. ALL INFRASTRUCTURE, CONDUIT, ELECTRICAL BOXES AND
ENCLOSURES SHALL BE PROVIDED AND PERFORMED BYELECTRICAL CONTRACTOR.

C. TELECOMMUNICATIONS ENGINEERING ASSOCIATES (TEA) WILL BE THE OWNER'S FIRE STATION ALERTING SYSTEM VENDOR. TEA WILL

PROVIDE AND RUN ALL FSAS REQUIRED WIRE AND PERFORM THEFINAL SYSTEM AND PERIPHERAL EQUIPMENT HOOK-UP AND CONNECTIONS AND A FINAL WALK THRU TEST AND VERIFICATIONOF ALL SYSTEM COMPONENTS AND OPERATIONS.

D. CONTACT JIM GROENKE WITH TEA AT 650-590-1808 FOR
REQUIREMENTS.

E. ALL LOW-VOLTAGE CABLING FIRE STATION ALERTING

FUNCTIONALITY MUST BE IN METAL CONDUIT (EMT TRANSITIONING

TO FLEX IN CASE ABOVE T-BAR CEILING SPACES) IN ORDER TO COMPLY WITH NFPA1221 GUIDELINES FOR EMERGENCY RESPONSE
FACILITIES.

FSAS GENERAL NOTES

1. MOUNT 4S JUNCTION BOX WITH MUD RING AND COVER PLATE TO 3/4"C.O. WITH PULL STRING FOR ECHO SUPPRESSION SENSING
NOISE SYSTEM. MOUNT AT +84" AFF.

2. 1/2"C (BRANCH CIRCUIT) HOMERUN TO CABINET "SR". SEE DETAIL 1 ON SHEET E-123.

3. 3/4"CONDUIT TO IT ROOM.

4. 1"C.O. (EMT) TO "ERRCS" IN IT ROOM.

FSAS LEGEND
REFER TO SHEET E-123
P2
P2
P2

EMERGENCY RESPONDER

RADIO COMMUNICATION SYSTEM
LEGEND
EA 12"X12"X8" SURFACE MOUNT BOX WITH OUT KNOCKOUTS

WITH COVER UTILIZED FOR CONDUIT RUNS AND POSSIBLY
MOUNTING FOR DOWNLINK ANTENNA(S). CONDUITSBETWEEN SHOWN BETWEEN BOXES ARE 1" CONDUIT (EMT). MOUNT ABOVE CEILING OR WALL MOUNT AS
SHOWN ON PLANS.

ERRCS EMERGENCY RESPONDER RADIO COMMUNICATION
SYSTEM, "ERRCS". PROPOSED LOCATION AT IT ROOM.

P2
NOTE: ERRCS ARE SHOWN FOR RACEWAYS IN THE EVENT THAT THE

THIRD PARTY RADIO FREQUENCY TESTING GROUP DETERMINES

ADDITIONAL RADIO RESPONSE COMMUNICATION SYTEM ARE NEEDED FOLLOWING CONSTRUCTION OF THE NEW FIRE STATION.

P2
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
L
K
J
H
G
FE
D
C
B
A
M
L
K
J
H
G
FE
D
C
B
A
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
A
ER
T
M A. E
C
F
NO. 10757
E L

TS O E A
E
T
SI GER
I W L
T
L I
E
A
RO

L I C RT

I L F CA
AI N
HOM
N
A

EER GI N
ORP D

NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

FSAS LEGEND AND

DIAGRAMS
E-123
R
FIXTURE TYPE "R1" RECESSED CAN

WITH RED LENS IN DORM ROOMS

AND HALLWAY
(120V)
R

BBQ ELECTRICAL GRILL OUTLET

ELECTRIC BBQ
J

ELECTRICAL OVEN
R
C N
120V COIL
PROVIDE 60A HEAVY DUTY 3 POLERELAY. MOUNT AT RELAY CABINET "SR"
VALCOM V-1220 DUAL CHANNEL SPEAKER SELF AMPLIFIED (VALCOM V-9916M) BACKBOX MOUNTING: VERIFY LOCATION AND FLUSH IN CEILING. ROUGH-IN: FLUSH MOUNT THE REQUIRED BACK-BOXES (T-BAR OR HARD LID). PROVIDE 3/4" EMT. (PULL STRING) AS INDICATED ON PLANS.

OWNER'S VENDOR: FURNISH BACK BOXES, FURNISH/INSTALL DEVICE, SIGNAL CABLING, AND TERMINATION VALCOM V-1036C SELF AMPLIED WEATHERPROOF HORN SPEAKER MOUNTING: VERIFY LOCATION AND MOUNTING. ROUGH-IN: FLUSH MOUNT 4" DUAL GANG J-BOX NO MUD-RING. PROVIDE 3/4" EMT (PULL STRING) AS INDICATED ON PLANS. MOUNT AT 15' AFF, ADJUST LOCATION, HEIGHT AND DIRECTION AS REQUIRED AT SITE. EXTERIOR MOUNT OWNER'S VENDOR: FURNISH/INSTALL DEVICE, SIGNAL CABLING, AND TERMINATION WP
360 DEGREE SUSPENDED SOUNDSPHERE SPEAKER WITH VALCOM ELECTRONICS MOUNTING: VERIFY LOCATION AND MOUNTING PRIOR TO ROUGH-IN ROUGH-IN: 4 SQUARE J-BOX WITH NO MUD-RING WITH BLANK PLATE. PROVIDE 3/4" EMT. (PULL STRING) AS INDICATED PER PLANS. OWNER'S VENDOR: FURNISH/INSTALL DEVICE, SIGNAL CABLING, AND TERMINATIONS SS
WS WALL SPEAKER VALCOM V-1220 DUAL CHANNEL SPEAKER, SELF AMPLIFIED (W/VALCOM V-9916M)BACKBOX MOUNTING: VERIFY LOCATION AND FLUSH IN WALL. ROUGH-IN: FLUSH MOUNT THE REQUIRED BACK-BOXES. PROVIDE 3/4" EMT (PULL STRING) AS INDICATED ON PLANS. OWNER'S VENDOR: FURNISH BACK BOXES, FURNISH/INSTALL DEVICE, SIGNAL CABLING, AND TERMINATION GS GAS SHUT-OFF RESET PANEL MOUNTING: MOUNT AT 44"AFF.

ROUGH-IN: PROVIDE 4" J-BOX WITH SINGLE MUD RING. PROVIDE 3/4" EMT (PULL STRING) TO CABINET "SR" OWNER'S VENDOR: FURNISH/INSTALL DEVICE, SIGNAL CABLING, AND TERMINATION

FS ALERT REMOTE ACKNOWLEDGE
MOUNTING: MOUNT AT 44"AFF. ROUGH-IN: PROVIDE 4" J-BOX WITH SINGLE MUD RING. PROVIDE 3/4" EMT (PULL STRING) TO IT ROOM 210 OWNER'S VENDOR: DEVICE, SIGNAL CABLING, AND TERMINATION ZA
DB DOOR BELL PUSH-BUTTON MOUNTING: MOUNT AT 44"AFF.

ROUGH-IN: PROVIDE 4" J-BOX WITH MUD RING. PROVIDE 3/4" EMT (PULL STRING) TO IT ROOM 210. OWNER'S VENDOR: FURNISH/INSTALL DEVICE, CAT5, AND TERMINATION INFORMATIONAL NOTE: THIS DOORBELL IS PART OF TEA SUPPLIED 9-1-1 ADA COMPLIANT EMERGENCY PHONE UNIT WHICH WILL BE MOUNTED AT ADJACENT TO THE DOOR BELL BUTTON.

SOLID STATE RELAY
MOUNTING: WALL MOUNT CABINET IN ROOM 210 OWNER'S VENDOR: FURNISH EATON D9310AC22 SOLID STATE RELAY R
120V STROBE LIGHT, EDWARD SIGNALING #89SMSTRA-N5, AMBER (INTERIOR), #131ST-120A, AMBER WITH LWMB2 (APP BAY) MOUNTING: VERIFY LOCATION PRIOR TO ROUGH-IN. MOUNT AT +84" AFF ROUGH-IN: PROVIDE 4X4 J-BOX WITH SINGLE MUD RING AND PROVIDE 120V CONNECTION. CONTROLLED BY SOLID STATE RELAY INSIDE SURFACE CABINET "SR".

OWNER'S VENDOR: DEVICE
SR

FSAS LEGEND

FS ALERT WALL MOUNT DISPLAY
MOUNTING: ON WALL @60"AFF ROUGH-IN: PROVIDE 4" J-BOX WITH NO MUD RING. PROVIDE 1"C (PULL STRING) TO IT ROOM 210 OWNER'S VENDOR: DEVICE, SIGNAL CABLING, AND TERMINATION Z
3/4" EMT (PULLSTRING) TO
IT ROOM 210

SWITCH LINE VOLTAGE
(120V)
3/4" EMT (PULLSTRING) TO
IT ROOM 107
(120V)
S
@HARD LID
@T-BAR
24" L UNISTRUT

ATTACHED TO
WEATHERHEAD .
(1)1-1/2" (EMT) TO IT
ROOM
(1) 1-1/2" GRS WEATHERHEADS
24"
10 E202
2 SCALE: NTS

ROOF MOUNTED WEATHERHEAD

MOUNTING DETAIL
13 RESPONSE LIGHTING CONTROL DIAGRAM

SHUT-OFF CONTROL DIAGRAM
HALL
202
HALL
202
HALL
202
DORM1
217
DORM2
216
DORM3
215
DORM4
211
STR

SOLID STATE RELAY CABINET
MOUNTING: SURFACE MOUNT IN IT ROOM 210. PROVIDE AND INSTALL 20"W X 24"H X4"D CABINET. PROVIDE 120V CONNECTION FOR RELAY FURNISHED BY TEA AND 1"C.O. EMT (PULL STRING) TO DATA CABINET (SEE DIAGRAM 1 ON THIS SHEET), COORDINATE EXACT LOCATION WITH TEA PRIOR TO ROUGH-IN.

OWNER'S VENDOR: FURNISH EATON D9310AC22 SOLID STATE RELAY R

LINE VOLTAGE BRANCH

CIRCUIT
1" EMT (PULLSTRING) TO

FSAS DATA RACK
APP
105 R

SOLID STATE RELAY
CABINET "SR"
SR
STR
EXER.

STR
102
BATH
STR
110
BATH
STR
212
BATH
STR
213
STR
DAY
206
RR
2 -
1 -
1 -
STOVE
BBQ
FC-18
FC-18
FC-18
3-PHASE ELECTRICOVEN CONNECTION #1
C N
120V COIL
PROVIDE 60A HEAVY DUTY 3 POLERELAY. MOUNT AT RELAY CABINET "SR"
J 3-PHASE ELECTRIC OVEN CONNECTION #1 J
IT ROOM 210
P2
P2
P2
P2
P2
P2
P2
P2
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg
A B C
1 2
3 4
A.6 B.4
"FB"
"FC"
"FACP"
DS2.1
ERV

2.1 FC

2.2 FC

2.3 FC

2.4 FC

2.5 HRB

2.1 FC

2.7 ERV
208V, 1݊,

12.8 MCA
208-230V, 1݊,

0.3 MCA
208-230V, 1݊,

0.5 MCA
208-230V, 1݊,

6.5 MCA
SDD
SDD
208-230V, 1݊,

1.0 MCA
FC

2.6 208-230V, 1݊,

0.3 MCA
208-230V,
1݊, 46 W
STAIR 01
201
DORM 03
215
ELEV.
203

ELEVATOR

CONTROL ROOM
205
DORM 02
216
DORM 01
217
STUDY
218
DORM 04
211
I.T.
210

UTILITY
208

ELECTRICAL
209

BATHROOM
212

ADAPTABLE

BATHROOM
213

KITCHEN
207

DAYROOM
206
CLOSET
214

HALLWAY
202
J
MSB-6
FC-22
8 J
2 J 2J 2
FC-5/7
FC-20
9 J 2J 2
2 FC-9/11
2 J
FC-20
TYP.
2 2FC-1/3

READING
ROOM
204
A B C
1 2
3 4
A.6 B.4

VEF ERV
EF

1.3 ERV

1.1 FC

1.1 EF-1.3
UH

1.2 EF
208-230V,
1݊, 1.8 MCA
208V, 3݊,
3KW
120V, 1݊,
53 W
208V, 1݊,

12.5 MCA
HRC

1.0 DS2.1
"FA"
EF

1.2 EF
AC
1 208V, 3݊,
5 HP
120V, 1݊,
25 W
CP
1 120V, 1݊,
85 W
208-230V,
3݊, 38 MCA
208-230V, 1݊,

18.3 MCA
(OUTDOOR UNIT)
SDD
SDD

WATER HEATER

COMPRESSOR ROOM
27 APPARATUS
BAY
105

TURNOUT
104
DECON
103

GENERATOR
PEN
111

EXERCISE
102
ENTRY
101 BATHROOM
110

ELEVATOR
109
STAIR 01
108
MED. CLEANING
107
E1
-
FA-35
FA-35 2 FA-23/25
2 FA-19/21

SFD SFD SFD
FA-35 FA-35
FA-35 1
9 TYP.

J
FA-43/45/47
9 TYP.
8 4
FA-33
7 1 G31
T
10 MSB-4
MSB-6
MSB-5
2 11
3 M
FA-37
10 J n4D
n4D
13 13
EH
3 EH
2 EH
1 J J J
FA-49,51,53
120V, 1݊,1000 W (8.3A)
120V, 1݊,1000 W (8.3A)
120V, 1݊,1000 W (8.3A)
J J
EH
4 120V, 1݊,1000 W (8.3A)
EH
5 120V, 1݊,1000 W (8.3A)
14 14
J J J
WH
1,2,3
208V, 1݊,

7.2 A
J
J
MSB-11
MSB-10
MSB-9
TMV
1 120V, 1݊,
13 W
VEF
1 208V, 3݊,
5 HP, 21 FLA
5 MSB-7
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
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A
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
A ER T M A. E
C
F
NO. 10757
E L TS
O E A
E
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L TL I E
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I L F CA
AI N

HOMNAEE
R
GI N

ORP D NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

MEP FLOOR PLANS
E-131

PROJECT
NORTH
A1 GROUND FLOOR MEP PLAN
1/8" = 1'-0"
A9 FIRST FLOOR MEP PLAN
1/8" = 1'-0"

REFERENCE NOTES

1. EXTEND LIGHTING BRANCH CIRCUIT TO EXHAUST FAN. REFER TO LIGHTING PLAN FOR CIRCUIT NUMBER.

2. OUTDOOR POWERS INDOOR UNIT. EC IS RESPONSIBLE TO PROVIDE BRANCH CIRCUIT BETWEEN INDOOR AND OUTDOOR UNITS PER MECHANICAL PLANS.

3. FIELD LOCATE EXACT LOCATION OF CIRCULATION PUMP AND THERMOSTATIC MIXING VALVE PRIOR TO ROUGH-IN.

4. VEHICLE EXHAUST FAN CONTROL PANEL. VERIFY EXACT LOCATION WITH MECHANICAL PLANS PRIOR TO ROUGH-IN.

5. FEEDER TO VEF CONTROL PANEL.6. FEEDER TO VEF-1. SEE ENLARGED PLAN 3 ON THIS SHEET FOR CONTINUATION.

7. CONNECT TO INDOOR UNIT. OUTDOOR POWER INDOOR UNIT. PROVIDE BRANCH CIRCUIT BETWEEN INDOOR AND OUTDOOR UNITS PER MECHANICAL PLANS.

8. PROVIDE 120V CONNECTION TO ERV CONTROLLER PER MECHANICAL PLANS.9. PROVIDE 120V AND FIRE ALARM CONNECTION FOR SMOKE FIRE DAMPERS AND SMOKE DUCT DETECTORS.

10. CONNECT TO LINE VOLTAGE THERMOSTAT PER MECHANICAL PLANS.11. ELECTRIC HEATER COMES WITH FACTORY INSTALLED DISCONNECT PER MECHANICAL PLANS.

12. CONNECT TO MOTORIZED DAMPER PER MECHANICAL PLANS. PROVIDE 120V CONECTION. INTERLOCK WITH ROOF MOUNTED EXHAUST EF-1.1. HOMERUNCIRCUIT TO LIGHTING CONTROL PANEL.

13. LOW VOLTAGE NLIGHT SWITCH SHOWN ON LIGHTING PLAN CONTROLS THE ROOF MOUNTED EXHAUST FAN EF-1.1 AND MOTORIZED DAMPER.

14. PROVIDE 120V CONNECTION TO MC PROVIDED SINGLE POLE 60 MINUTE WALL TIMER PER MECHANICAL PLANS FOR ELECTRIC RADIANT HEATER.

E1 MECHANICAL LOFT MEP PLAN
1/8" = 1'-0"
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg
A B C
1 2
3 4
A.6 B.4

OUTLINE OF SECOND FLOOR IT ROOM

OUTLINE OF SECOND FLOOR ELECTRICAL ROOM
25 E-203
2 EF

1.1 120V, 1݊,
1/2 HP
1 1
3 3
4 "MSB" 5 6
M
7 FA-37
G, WIU
FC-28
3 4'-338"
4'-338"
4'-0"
4'-0"
4'-338"
4'-0"

SOLAR READY
ZONE #1 (644 SQFT)

SOLAR READY
ZONE #23 (1094SQFT)

SOLAR READY
ZONE #2 (260SQFT)
1 1
25 E-203
2 M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
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A
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
A ER T M A. E
C
F
NO. 10757
E L TS
O E A
E
T
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R
I W

L TL I E
A
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I C RT

I L F CA
AI N

HOMNAEE
R
GI N

ORP D NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

ELECTRICAL ROOF
PLAN
E-132

PROJECT
NORTH
A1 ELECTRICAL ROOF PLAN
1/8" = 1'-0"

REFERENCE NOTES
A. PROVIDE SEALTITE POWER & CONTROL CONNECTIONS TO ALL AC UNITS.

B. ALL EQUIPMENT SHOWN ABOVE ROOF IS NEMA 3R.

C. VERIFY EXACT EQUIPMENT LOCATIONS AND POINTS OF

CONNECTION WITH MECHANICAL CONTRACTOR PRIOR TO
ROUGH-IN.

D. CONDUIT SHOWN IS ROUTED IN CEILING SPACE BELOW ROOF
DECK.

E. NO ROOF MOUNT CONDUIT IS ALLOWED UNLESS OTHERWISE
NOTED.

F. FUSE DISCONNECT SWITCHES PER EQUIPMENT NAMEPLATE
RATING.

G. ALL ROOF PENETRATIONS SHALL BE MADE WITH ROOF JACKS, SEAL ALL PENETRATIONS WITH MASTIC.

H. ALL 15 AND 20AMPERE RECEPTACLES FOR BOTH DAMP AND WET

LOCATIONS REQUIRED TO BE LISTED WEATHER-RESISTANT (WR)
TYPE PER CEC 406.9.

1. SOLAR ZONES. STUB CONDUIT DOWN TO SECOND FLOOR
ELECTRICAL ROOM CEILING SPACE FOR SOLAR READYREQUIREMENTS. REFER TO SINGLE LINE DIAGRAM.

2. PROVIDE 1-1/2" WEATHERHEAD. STUB DOWN TO TEL ROOM.

3. 1"CONDUIT DOWN FOR PV SYSTEM.

4. PROPOSED INVERTER AND SOLAR PANEL LOCATION IN 2ND
FLOOR UTILITY ROOM. REFER TO SINGLE LINE DIAGRAM.

5. MAIN SWITCHBOARD, "MSB" PER SINGLE LINE DIAGRAM.

6. PHOTOVOLTAIC DISCONNECT PER SINGLE LINE DIAGRAM.

7. RUN BRANCH CIRCUIT TO LIGHTING CONTROL PANEL, "LCP." REFER TO SCHEDULE ON SHEET E-006.

GENERAL NOTES
PERFORMANCE SPECIFICATIONS (DEFERRED APPROVAL):
- PHOTOVOLTAIC SYSTEM INSTALLATION SHALL MAINTAIN COMPLIANCE WITH

ALL APPLICABLE CODES, STANDARDS AND REGULATIONS AS REQUIRED BY

THE AUTHORITY HAVING JURISDICTION, INCLUDING BUT NOT NECESSARILY LIMITED TO THOSE LISTED BELOW:

A. CALIFORNIA BUILDING CODE (CEC 2019) SECTION 1204, SOLAR PHOTOVOLTAIC POWER SYSTEMS.

B. CALIFORNIA ELECTRICAL CODE (CEC 2019) ARTICLE 690, SOLAR PHOTOVOLTAIC SYSTEMS.

C. CALIFORNIA ELECTRICAL CODE (CEC 2019) ARTICLE 250, GROUNDING AND BONDING.

D. MODULES SHALL CARRY A MINIMUM 25 YEAR MANUFACTURER
WARRANTY. INVERTERS SHALL CARRY A MINIMUM 10 YEAR WARRANTY.

REFER TO ALL CONSTRUCTION DOCUMENTS AND THE SPECIFICATIONS FOR ADDITIONAL CODE, STANDARDS AND PUBLICATIONS WHICH SHALL BEADHERED TO. - PHOTOVOLTAIC CONTRACTOR TO INSTALL A MINIMUM- 38.6 KW DC RATED SYSTEM.- SOLAR PHOTOVOLTAIC SYSTEM DESIGN IS BASED ON THE FOLLOWING PRODUCTS:

MC4PV100 - MC4 CONNECTOR CABLE, PV WIRE, 10AWG, UL4703, 600VDC WITH MALE/FEMALE MC4 100FT
PG&E NET METERING APPLICATION SUBMITTALPEC PROCESSING FEE FOR NEM2 PG&E INTERCONNECTION AGREEMENT TRINA SOLAR 415WATT MODULE
SOLAR EDGE, OPTIMIZERSOLAR EDGE, SE14.4KUS GRID TIED INVERTER, WITH AC RSD, 3-PH, 14.4KW, 208VAC

EJOT HANGER BOLT/ROUND SEALING WASHER COBO FOR STEEL FRAME

WITH CORRUGATED ROOM

IRON RIDGE ROOF RACKING MOUNTING SYSTEM PACKAGE
- CABLING SHALL BE LISTED FOR WET LOCATIONS AND SUNLIGHT RESISTANT, IN COMPLIANCE WITH CEC ARTICLE 310. CABLES SHALL BE ROUTED IN A

NEAT MANNER, STRAPPED TOGETHER USING APPROVED STAINLESS STEEL CABLE CLIPS OR OTHER APPROVED MEANS. CABLES SHALL NOT BE ALLOWED TO SAG OR CONTACT ROOF MATERIAL.
- CENTER TAP OF ARRAYS TO REDUCE LINE LOSS.- ALL METALLIC COMPONENTS OF THE SOLAR PHOTOVOLTAIC SYSTEM (AC AND DC SYSTEMS INCLUDED) SHALL BE GROUNDED AND BONDED PER CECARTICLES 250 AND 690. PROVIDE BONDING STRAPS BETWEEN INDIVIDUAL RAILS JOINING TO FORM A MULTI-PIECE RAILING SYSTEM. EACH RAILING

SYSTEM SHALL BE BONDED TO THE GROUNDING SYSTEM WITH A MINIMUM #8 COPPER CONDUCTOR.
- PHOTOVOLTAIC MODULES SHALL BE BONDED TO THE RAILING SYSTEM USING UL2703 COMPLIANT RACKING OR "WEEB" TYPE CONNECTORS AT SECURING RAILING CLAMPS. INSTALL PER MANUFACTUR'S INSTALLATION INSTRUCTIONS. WEEB CONNECTORS SHALL BE DISCARDED AND REPLACED

WITH NEW, SHOULD IT BECOME NECESSARY TO DISMANTLE AFTER TIGHTENING THE ASSOCIATED CLAMP LOCATION. (WEEB CONNECTORS ACCEPTABLE FOR ONE-TIME USE ONLY).
- MODULES ON THE PITCHED ROOF SURFACE SHALL BE INSTALLED FLUSH (3:12 SLOPE).
- COPPER BONDING CONDUCTORS SHALL BE KEPT CLEAR OF CONTACT FROM

RACKING SYSTEM AND ALL OTHER ALUMINUM MATERIALS TO AVOID CATHODIC CORROSION.
- ALL HARDWARE ON THE ROOF SHALL BE STAINLESS STEEL, IN COMBINATION WITH ALUMINUM FITTINGS AND RAILINGS, UNLESS OTHERWISE NOTED. - ROOF ATTACHMENTS SHALL BE MADE WITH APPROVED SEALANT.

COORDINATE WITH ARCHITECT FOR ROOF PENETRATION SEALING
REQUIREMENTS. SEE ROOF PENETRATION DETAIL 10 ON SHEET E-202. - PHOTOVOLTAIC MODULES SHALL MAINTAIN CLEARANCE REQUIREMENTS FROM ALL ROOF RIDGE AND GABLES, PER CFC 1204.
- ROOF ATTACHMENTS AND STAND-OFFS SHALL BE INSTALLED PER

MANUFACTURER'S REQUIREMENTS, AND ATTACHED TO THE ROOF

STRUCTURE PER STRUCTURAL REQUIREMENTS AND AS OTHERWISE
DESCRIBED IN THESE CONSTRUCTION DOCUMENTS. COPIES OFMANUFACTURER'S MOUNTING DETAILS AND INSTRUCTIONS SHALL BEPRESENTED TO THE AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION.
- PHOTOVOLTAIC SYSTEM SHALL BE MONITORED VIA APPROVED WEB-BASED PERFORMANCE MONITORING SYSTEM. MONITORING SYSTEM INTEGRAL

WITH INVERTER SHALL BE ACCEPTED, INCLUDE ALL NECESSARY

HARDWARE, SOFTWARE, CABLING AND CONNECTIONS FOR A COMPLETE

AND OPERATIONAL WEB-BASED PERFORMANCE MONITORING SYSTEM, INTERFACE WITH CITY'S ETHERNET SYSTEM. PROVIDE 1 DAY OF TRAINING AND MANUFACTURER'S SUBSCRIPTION INFORMATION TO THE CITY. - START UP AND COMMISSIONING: THE CONTRACTOR SHALL BE

RESPONSIBLE FOR START UP AND COMMISSIONING OF THE SOLAR

PHOTOVOLTAIC SYSTEM, AS REQUIRED TO SATISFY THE SYSTEM

COMPONENTS SHOWN ON THESE CONSTRUCTION DOCUMENTS, AND TO SATISFY INSPECTOR(S).
- CONTRACTOR SHALL SUBMIT A UTILITY NET METERING APPLICATION AND PAPER WORK FOR CALIFORNIA SOLAR INITIATIVE AS APPLICABLE. - ANY SURFACE MOUNT CONDUIT AT ROOF MUST BE GALVANIZE RIGID CONDUIT (GRC).
- REFER SPECIFICATION 48 1400 SOLAR PV SYSTEM DESIGN-BUILD CRITERIA FOR ADDITIONAL INFORMATION.

SOLAR PHOTOVOLTAIC SYSTEM (BASIS OF DESIGN)
NOTE:

PHOTOVOLTAIC SYSTEM SHOWN IS A
"PERFORMANCE SPECIFICATION AND FOR BIDDING
PURPOSES ONLY. COORDINATE WITHMANUFACTURER AND PROVIDE COMPLETEDETAILS, BILL OF MATERIALS AND SHOP DRAWINGS FOR APPROVAL.

REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
L
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L
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A
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
A ER T M A. E
C
F
NO. 10757
E L TS
O E A
E
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L TL I E
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I L F CA
AI N

HOMNAEE
R
GI N

ORP D NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

ELECTRICAL

DETAILS
E-201

CONDUITS
2"
WARNING TAPENATIVE SOIL BACKFILLMIN. 4", ROCK FREE FILL (SAND)BRANCH CIRCUIT, FEEDER 24"
2"
12" 12" 4" 2"
(MIN)
NOTE: SOIL COMPACTION SHALL BE 95%
18" MIN
54" MIN

AC PAVING,WHERE OCCURRINGNATIVE SOIL BACKFILLROCK FREE FILL P

FINISHED GRADE
TC
18"
3"
MIN

P PRIMARY

SECONDARY S

T TELEPHONE

C CABLE TV
LEGEND

WARNING TAPE
12" 12" MIN
G
S 7"
6"7"
12"R G GAS, WHERE

OCCURRING

BELOW TOP

OF SLAB

GRS, TAPE WRAPPED,

OR PVC COATED RISER

TO EQUIPMENT OR BOXTERMINATION
CONDUIT RUN IS 150' GREATER

TOP OF ELBOW

TOP OF SLAB

FINISH GRADE

TOP OF SLAB/FINISH GRADE
NOTES:

UNDERGROUND CONDUITS AND TRANSITION TO
ABOVE GRADE/SLAB SHALL BE AS FOLLOWS:

1. PVC ELBOWS ALLOWED IF TOP OF ELBOW IS
MINIMUM 18" BFG OR BELOW TOP OF SLAB,

OTHERWISE GRS, TAPE WRAPPED, ELBOWS
ARE REQUIRED.

2. GRS ELBOWS ARE REQUIRED IF CONDUIT
RUN IS 150' GREATER.

3. GRS RISERS ARE REQUIRED FROM ELBOW

BELOW GRADE TO EQUIPMENT (DEVICE,
OUTLET, PANEL, CABINET, ETC.) ABOVE
GRADE.

4. GRS ELBOWS/RISERS TO BE TAPED
WRAPPED (1/2" LAPPED) TO 3" ABOVE FINISH
GRADE OR TOP OF SLAB.

TOP OF ELBOW
PVC

PVC ELBOW

PERMITTED
U.O.N

PVC ELBOW

PERMITTED
U.O.N
24" MIN OR AS DEEMED

BY APPLICATION

WHICHEVER IS

GREATER
4" 18" MIN
18" MIN

GRS, TAPE WRAPPED,

TO EQUIPMENT OR BOXTERMINATION
SOIL
CONCRETE BLDG. PAD

GRS, TAPE WRAPPED,

OR PVC COATED RISER

TO EQUIPMENT OR BOXTERMINATION
18" MIN AT SLAB
AND 24" MIN AT

FINISH GRADE CONCRETE
BLDG.

PAD/SOIL

GRS, TAPE WRAPPED

PVC CONDUIT RUN
IS LESS THAN 150'
1/2"Ø THREADED GALVANIZED
3'-0" MAX

SINGLE BOLT CHANNELCONDUIT STRAPS
STEEL RODS1-1/2" SQUARE 12 GAUGE MINIMUMGALVANIZED STEEL CHANNEL

SEE DETAIL BELOW
6"
24"

CRUSHED ROCK SUMP

BELL END
6"

FINISHED GRADE

GROUT OPENING

REINFORCED BOX EXTENSION,

AS REQUIRED
#15 ROOFING PAPER BETWEEN

GROUT AND CRUSHED ROCK
MINIMUM 2" THICK
GROUT

ALTERNATE CONDUIT ENTRY

WHERE NUMBER OF BENDS IN

RUN ALLOWS
SURROUND PIPE 2" EACH SIDE AND
6" AT BASE WITH PEA GRAVEL.3"Ø x 30"L PERFORATED PIPE FOR SUMP DRAIN 30"
MIN. CONDUIT DEPTH

MINIMUM INTERIOR BOX DEPTH

REINFORCED CONCRETE COVER
(TO SUIT APPLICATION) WITH
HOLD DOWN BOLTS. LABEL
COVER AS REQUIRED.

PRECAST REINFORCED CONCRETEBOX. SIZE PER PLANS.

SEAL AROUND CONDUIT, BOX AND
EXTENSION JUNCTION.

LOCATE PIPE TRENCH

SO THAT FOOTINGS WILL

NOT BE UNDERMINED
MIN.

PASS THROUGH THE

POUR JOINT

NO PIPE SHALL

FOOTING PAD
1'-6"
9"
2"MIN
4"MIN
6"MIN
1 2
1'-6" MIN.

BACKFILL PER SPECIFICATIONS

PLACE CONCRETE FILL AROUND

SLEEVES BEFORE POURING

FOOTING PADS, FILL SHALL BE

SAME WIDTH AS FOOTING AND FULL
WIDTH OF PIPE. PROVIDE METAL SLEEVES WITH
I.D. 2" GREATER THAN THE O.D.

OF THE PIPE.

NO EXCAVATIONBELOW THIS LINE
FTG.

DEPTH
PER
STRUCT.

F-RATING = 1-HR. OR 2-HR.

T-RATING = 1/2-HR.

NOTES:

1. MAXIMUM SIZE OF OPENING = 18" x 10". MAXIMUM WIDTH BETWEEN WOOD STUD WALLS IS LIMITED TO 14-1/2".

2. ANNULAR SPACE BETWEEN PIPES AND PERIPHERY OF OPENING = MINIMUM 1/2", MAXIMUM 2-3/8".

3. ANNULAR SPACE BETWEEN PIPES = MINIMUM 1/2", MAXIMUM 5/8".

4. EMT OR STEEL CONDUIT MAY BE INSTALLED AT AN ANGLE NOT GREATER THAN 45° FROM PERPENDICULAR.

1. GYPSUM WALL ASSEMBLY (UL/ULC CLASSIFIED U300
OR U400 SERIES) (1-HR. OR 2-HR. FIRE-RATING) (2-HR.SHOWN).

2. WOOD STUDS TO CONSIST OF NOMINAL 2" x 4"
LUMBER. STEEL STUDS TO BE MINIMUM 2-1/2" WIDE.

OPENING TO BE "FRAMED-OUT".

3. ONE OR MORE MAXIMUM 2" NOMINAL DIAMETER EMT
OR STEEL CONDUIT.

4. MINIMUM 2-1/2" OR 2-3/4" THICKNESS MINERAL WOOL
(MINIMUM 4 PCF DENSITY) TIGHTLY PACKED FOR 1-HR.

OR 2-HR. FIRE-RATING, RESPECTIVELY.

5. MINIMUM 5/8" DEPTH HILTI FS-ONE INTUMESCENT
FIRESTOP SEALANT.

FRONT VIEW
A

SECTION A-A

SECTION A-A
AA

FRONT VIEW
3 UNDERGROUND CONDUIT TRANSITIONS
SCALE: NTS
1 TYPICAL UTILITY TRENCH DETAIL
SCALE: NTS
6 TYPICAL PULL BOX DETAIL
SCALE: NTS
5 TYPICAL CONDUIT SUPPORT SYSTEM DETAIL
SCALE: NTS
4 TYPICAL BRANCH CIRCUIT TRENCH DETAIL
SCALE: NTS
78 TYPICAL CONDUIT NEAR/THRU FOOTING DETAILSCALE: NTS
NOTES:

1. CONTRACTOR MAY USE A CONDUIT SUSPENSION SYSTEM

EQUIVALENT TO THAT WHICH IS DETAILED, HAVING THE

FEATURES SHOWN AND APPROVED IN ADVANCE BY THE
RESIDENT ENGINEER.

2. PROVIDE A SAMPLE SUPPORT SYSTEM TO KEEP ON JOB SITE
FOR CONSTRUCTION GUIDE PURPOSES.

3. CONDUIT SUSPENSION SYSTEM SHALL BE INDEPENDENT OF ANY OTHER SUSPENSION SYSTEM.

NOTES:

1. MAXIMUM DIAMETER OF OPENING = 32".

2. ANNULAR SPACE IN 1-HR. WALLS = MINIMUM 0", MAXIMUM 1".

3. ANNULAR SPACE IN 2-HR. WALLS = MINIMUM 0", MAXIMUM 2".

4. PENETRANT MAY BE INSTALLED AT AN ANGLE NOT GREATER
THAN 45° FROM PERPENDICULAR.

F-RATING = 1-HR. OR 2-HR.

T-RATING = 0-HR.

L-RATING AT AMBIENT = LESS THAN 1 CFM/SQ FT.

L-RATING AT 400°F = LESS THAN 1 CFM/SQ FT.

1. GYPSUM WALL ASSEMBLY (UL/cUL CLASSIFIED U300,
U400, OR V400 SERIES) (1-HR. OR 2-HR. FIRE-RATING)
(2-HR. SHOWN).

2. (NOT SHOWN). WOOD STUDS TO CONSIST OF NOMINAL
2" x 4" LUMBER. STEEL STUDS TO BE MINIMUM 2-1/2"
WIDE.

3. PENETRATING ITEM TO BE ONE OF THE FOLLOWING:

A. MAXIMUM 30" NOMINAL DIAMETER STEEL PIPE
(SCHEDULE 10 OR HEAVIER).

B. MAXIMUM 30" NOMINAL DIAMETER CAST IRON OR
DUCTILE IRON PIPE.

C. MAXIMUM 6" NOMINAL DIAMETER COPPER PIPE OR
TUBING.

D. MAXIMUM 6" NOMINAL DIAMETER STEEL CONDUIT.E. MAXIMUM 4" NOMINAL DIAMETER EMT.

4. HILTI CP 606 FLEXIBLE FIRESTOP SEALANT:

A. MINIMUM 5/8" DEPTH OF SEALANT FOR A 1-HR.

FIRE-RATING.

B. MINIMUM 1-1/4" DEPTH OF SEALANT FOR A 2-HR.

FIRE-RATING.

5. MINIMUM 1/2" BEAD HILTI CP 606 FLEXIBLE FIRESTOP
SEALANT APPLIED AT POINT OF CONTACT.
1 23
4 REFERENCE NOTES
1 23
4 5

REFERENCE NOTES

PVC CONDUIT RUN
IS LESS THAN 150'

COORDINATE UTILITY TRENCH
DETAILS WITH UTILITY COMPANIES.NO OTHER CONDUITS CANNOT BE IN THE SAME TRENCH AS UTILITIES (I.E.

BRANCH CIRCUITS, FEEDERS, LOW

VOLTAGE WIRING, ETC)
3" DIA DRAIN
HOLE
5 METAL PIPE THROUGH 1HR OR 2HR
GYPSUM WALL ASSMEBLY SCALE: NTS
9 SCALE: NTS
MULTIPLE METAL PIPE THROUGH 1HR
OR 2HR GYPSUM WALL ASSEMBLY
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg
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1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
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NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
A ER T M A. E
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NO. 10757
E L TS
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HOMNAEE
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ORP D NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

ELECTRICAL

DETAILS
E-202
HOT MOP AROUND ROOFJACK AT BUILT-UP ROOFING.

NON-HARDENING ROOF MASTICAROUND ROOF JACK.ROOF JACK WITHNEOPRENE BOOT.

JUNCTION BOX, SIZE PER NEC

WIU COVER PLATE

ROOF STRUCTURE
PLASTER RING. REFER TO

ARCHITECTURAL PLANS FOR WALL TYPE AND PROVIDE RING DEPTH TO MATCH DRYWALL DEPTH PROVIDE 1/4" BEAD OF INSULATING PUTTY TO SEAL BETWEEN PLASTER RING & DRYWALL

FIRE PUTTY IS NOT REQUIRED IF

ONLY ONE BOX IS INSTALLED ON
EITHER SIDE OF 100 SF OF WALL.

FILL GAP BETWEEN PLASTER RING

AND DRYWALL WITH PLASTER

WRAP FIRE PUTTY PADS OVER

FITTING

WRAP FIRESTOP PUTTY PADS OVER ENTIRE
BOX. OVERLAP ON TOP, BOTTOM &
SIDES.

OUTLET BOX. REFER TO PLANS

AND SPECIFICATION FOR TYPE,
SIZE & QUANTITY.
(2)16D END NAILS,
TYPICAL.

MAXIMUM WEIGHT:
300 LBS.

FACE OF SWITCHBOARD
1'-0"
PROVIDE 1/2" DIA. THRU BOLT WITHWASHER TO CONNECT SECTIONS. 1-1/2" MAX.

GRAVEL BASE

COMPACTED

SUBGRADE
4"
4"
CONCRETE SLAB WHERE OCCURS.
1/2" DIA. STAINLESS STEEL HILTI
KB-TZ, EMBED 3-1/4" MINIMUM.PROVIDE (4) AT EACH SECTION.

1. ELECTRICAL DISTRIBUTION EQUIPMENT OR CABINET.

2. CONCRETE SLAB WHERE OCCURS

3. MINIMUM 3/8" THRU-BOLT SECTION TO SECTION. (TYPICAL)

REFERENCE NOTES
12 3
17 -
3 14 PG&E REQUIREMENTS
SCALE: NTS
17 SWITCHBOARD MOUNTING DETAIL
SCALE: NTS
16 MSB MOUNTING DETAIL
SCALE: NTS

WOOD STUD FRAMING,

SEE STRUCTURAL

DRAWINGS

8.75" MAX.
92" MAX.

LAG BOLT, 1/2"
DIAMETER x 2-1/2"

MINIMUM EMBEDMENT

DEPTH, ONE AT EACH
CORNER, 4 TOTAL.

TYPICAL PANELBOARD OR

EQUIPMENT CABINET
20" MAX.
#4@16" O.C. EA.

WAY, TOP AND
BOTTOM
3" CLEAR
2" CLEAR 12" PAD
12" MIN.
95% COMPACTEDSUBGRADE
3/4" Ø HILTI KB-TZ STAINLESS STEEL
WITH 4-3/4" EMBED (FILL ALL
ANCHORAGE HOLES. (8) MINIMUM PER
LONG SIDE, (16) MINIMUM TOTAL.

INSTALLATION TORQUE = 110 FT-LB
MINIMUM HOLE DEPTH = 4-5/8"

SLOPE TOP OF SLAB
MINIMUM 1% TO DRAIN AWAY
FROM GENERATORHOUSING.
10 TYPICAL ROOF CONDUIT PENETRATION DETAIL
SCALE: NTS
11 TYPICAL DEVICE INSTALLATION - RATED WALLS
SCALE: NTS
12 TYPICAL SURFACE
SCALE: NTS
15 GENERATOR MOUNTING DETAIL
SCALE: NTS
NOTE: SHOWN AS 3-SECTION
FOR REFERENCE ONLY.

REFER TO SINGLE LINEDIAGRAM FOR TOTAL
SECTION.
18 ATS MOUNTING DETAIL

NOT TO SCALE
NOTE: THIS MOUNTING DETAIL IS BASED ON THE KOHLER PRODUCT PER SINGLE LINE DIAGRAM.

ALTERNATE EQUIPMENT SUPPLIERS, SHALL FOLLOW ALL SUBMITTAL REQUIREMENTS OUTLINE IN THE

GENERAL CONDITIONS AS PART OF THE SUBMITTALS, THE SUBSTITUTED MANUFACTURER SHALL SUBMIT

CALCULATIONS AND ENCLOSURE PAD-MOUNT ANCHORING METHOD (ANCHOR BOLT SIZE, EMBEDMENT AND ASSEMBLY DETAILS) TO MEETING THE CALIFORNIA BUILDING CODE SEISMIC REQUIREMENTS.

CONTRACTOR IS RESPONSIBLE TO UPDATE MOUNTING DETAIL AND SIGNED BY CALIFORNIA LICENSEDSTRUCTURAL ENGINEER.

SEE DETAIL "A"

18.35 RIGHT SIDE

WITH DOOR

FRONT VIEW

WITH DOOR

OUTSIDE

FIELD CONNECTIONS

TERMINAL BLOCK (TB),
SEE NOTE 3
TB

CONTROLLER USER

INTERFACE

63.00 3.00

2.00 TYP. 10.37

33.95 10.60
TB

OPTIONAL
POWER
METER

REAR GUSSETS SLOTTED

TO ALIGN WITH MOUNTINGTAB SLOTS

VIEW FROM THE BACK
SEE DETAIL "A"
Ø.56 MOUNTING HOLES (4) PROVIDE
1/2" DIA. STAINLESS STEEL HILTI
KB-TZ, EMBED 3-1/4" MINIMUM INLIEU OF CAST IN PLACE RODS EACH CORNER.

17.00 2.00

16.00 9.00

11.00 22.00

24.00 9.00

24.00 20.00

18.34 13.00

3.16 2.18

REMOVING KNOCKOUTS

CONVERTS ENCLOSURE
FROM TYPE 12 TO TYPE 3R

BOTTOM VIEW

1.25 2.00
.44 2.00
.50

3.00 TYP.

NOTE:

CUSTOMER TERMINAL BLOCKS - FOR ALL 300 SERIES 3ADTS,
3NDTS UNITS THE TB WILL BE MOUNTED ON THE UPPER
RIGHT INSIDE OF ENCLOSURE. FOR 3ATS AND 3NTS UNITS

TB WILL BE MOUNTED ON THE TRANSFORMER SWITCH
FRAME AS INDICTED.
12" MIN.
6" MIN.
8" THICK 3000 psi CONCRETE
PAD WITH #4 @16"oc EACH WAY

AT MID DEPTH OF SLAB
8" MIN.

CLR
CONT #4
3"

GRS CONDUIT, SIZE AND
QUANTITY PER PLANS.SEE DETAIL F6/A-521
6" CONCRETE SLAB
MIN., EXTEND 6" MIN.

BEYOND ANCHORS

AT EDGES
4x4 WOOD BLOCKING, PER

STRUCTURAL PLAN NOTE, SSD
P1
P1
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg
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1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
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NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
A ER T M A. E
C
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NO. 10757
E L TS
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L TL I E
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I L F CA
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HOMNAEE
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ORP D NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

ELECTRICAL

DETAILS
E-203

1. TWIST-LOCK RATED RECEPTACLE LABELED "CORD DROP" AS NOTED ON ELECTRICAL PLAN.

2. COMBINATION AIR REEL AND INDUSTRIAL CORD REEL FURNISHED BY MECHANICAL CONTRACTOR. (DURO 2706). REFER TO PLUMBING
DETAIL FOR ADDITIONAL INFORMATION.

3. SET HEIGHT OF CORD AS DIRECTED BY THE CITY VIA BALL STOP.

REFERENCE NOTES
#12 AWG

CEILING

REFERENCE NOTES

MASTER CONTROL STATION AT EACH DOOR
DC
+42" AFF.
+48" AFF.

1. PUSH-BUTTON STATIONS BY FOLDING DOOR AND
OVERHEAD CONTRACTOR. PROVIDE FLUSH BOX/RING
AS REQUIRED. (VERIFY) TYPICAL.

2. AT MASTER CONTROL STATION, PROVIDE ENGRAVED
PLATE INDICATING DOOR CONTROLLED. TYPICAL.

3. INTERCONNECT BOXES WITH 3/4" CONDUIT (LV
CONTROL BY DOOR CONTRACTOR).

4. CONDUIT TO CONTROL OUTLET AT DOOR MOTOR. SEE
FLOOR PLAN. (LV CONTROL BY DOOR CONTRACTOR).
4 21
3 4
1 MCS
NOTES:
x INFORMATION SHOWN IS FOR REFERENCE AND
BIDDING PURPOSES ONLY. COORDINATE/VERIFY

EXACT BOX REQUIREMENTS AND LOCATIONS WITH

THE DOOR INSTALLER AND APPROVED SHOP
DRAWINGS PRIOR TO ROUGH-IN. ALL BOXES TO BEFLUSH MOUNTED AND CONDUITS CONCEALED IN BUILDING CONSTRUCTION.
x THE ELECTRICAL CONTRACTOR SHALL BEAR FULL

COSTS AND RESPONSIBILITIES FOR ANY CONFLICTS

AS RESULT FOR NON-COORDINATION WITH DOOR
INSTALLER.
x ELECTRICAL CONTRACTOR SHALL PROVIDE ALL

CONTROL WIRING PER MANUFACTURER
REQUIREMENTS.
x MOTOR, 24VAC CONTROL AND 12VDC WIRING SHOULD
BE ALL IN SEPARATE CONDUIT RUNS.
x ALL CONDUIT HUBS MUST HAVE NEMA 4 RATING.x FUSED DISCONNECT TO BE PROVIDED BY EC, FUSES

TO BE OF TIME DELAY TYPE WITH MAXIMUM RATING AS
INDICATED.
x ALL CONDUITS SHOWN ARE MINIMUM 3/4"C (UON) ON
PLANS
21 3

REFERENCE NOTES

1. 208V 3 PHASE CIRCUIT.

2. COMBINATION STARTER. (SQUARE D
CLASS 8538)

3. 60 MINUTE TIMER SWITCH (DOUBLE

POLE SINGLE THROW) FURNISHED BY

MECHANICAL CONTRACTOR AND EC
TO INSTALL. REFERTO MECHANICAL
PLANS FOR EXACT LOCATION. LABELPLATE "EXHAUST".

4. CONNECTE TO ROOF MOUNTED
EXHAUST FAN, "EF-101 PER
MECHANICAL PLANS.

5. CONNECT 120V ACTUATOR PER
MECHANICAL PLANS. 1
3 24
5 REFERENCE NOTES
46 PE
FIN. FLOOR
PE
5 LS
7 1
23 LS

1. POWER CONNECTION AND CONTROL OUTLET, MOUNTED AT ADJACENT DOOR MOTOR. REFER TO ELECTRICAL AND COMMUNICATIONS FLOOR PLANS.

2. 120 VOLT CIRCUIT TO DOOR MOTOR.

3. 3/4"C (5)#18 AWG TO MASTER CONTROL STATION "MCS". (SEE COMMUNICATION PLAN).

4. PHOTO ELECTRIC SENSOR BOX. PROVIDE A 1-GANG FLUSH BOX. (2) SETS PHOTO EYS REQUIRED AT 6" AND 8'. (VERIFY WIRING REQUIREMENTS WITH MANUFACTURER).

5. LIMIT SWITCH. PROVIDE A 1-GANG FLUSH BOX,

6. 7" MIN. FOR SIDE TRACK MOUNTING PLATES VERIFY IN FIELD OR COORDINATE WITH DOOR INSTALLER. (TYPICAL).

7. 21" MIN FOR ABOVE TRACK MOUNTING PLATES. (VERIFY IN FIELD OR COORDINATE WITH DOOR INSTALLER).
54 1/2"C (9)#18 AWG
3/4"C (12)#18
1/2"C (3)#18 AWG
DOOR MOTOR. VERIFYEXACT LOCATION
PE PE
4 FIN. FLOOR
3/4"C (5)#18AWG
3/4"C (8)#18AWG
SE

CONTROL
SE
PANEL
"CP"
7 6
1 1. DOOR SYSTEM CONTROL PANEL "CP" WITH INTEGRAL
DISCONNECT SWITCH. MOUNT AT +14'-0" FROM TOP OF BOX.

2. CONNECT TO DOOR MOTOR. PROVIDE 3-PHASE POWER.

REFER TO FLOOR PLAN.

3. FLUSH 1-GANG BOX FOR UP/DOWN/STOP CONTROL
STATION FURNISHED BY MANUFACTURER EC TO INSTALL.

REFER TO COMMUNICATION PLAN FOR LOCATION.

4. PRESENCE SENSOR. PROVIDE (4)#18 AWG PER PER
MANUFACTURER REQUIREMENTS.

5. PROVIDE FLUSH MOUNT 1-GANG BOX.

6. SAFETY EDGE SWITCH. PROVIDE FLUSH MOUNT 1-GANG
BOX. (TYP.)

7. 3/4"C (WITH (5)#18 AWG. TO MASTER CONTROL STATION
"MCS". (SEE COMMUNICATION PLAN)

8. 3/4" 3-PHASE FEEDER CONDUIT TO PANELBOARD. (3)#12
THWN & (1)#12 CU GND.

9. RADIO RECEIVER. PROVIDE (3)#18 AWG PER
MANUFACTURER REQUIREMENTS.

10. TO CLOSE PROXIMITY SENSOR. PROVIDE (6)#18 AWG PER
MANUFACTURER REQUIREMENTS.

DOOR MOTOR
2 1/2"C (2)#18AWG
8 5 1/2"C (2)#18AWG
9 3/4"C (3)#12
THWN & (1)#12 GND
(2)#18AWG (2)#18AWG
6 3/4"C (8)#18AWG
10 REFERENCE NOTES
4 3
NOTES:
x INFORMATION SHOWN IS FOR REFERENCE AND BIDDING PURPOSES ONLY.

COORDINATE/VERIFY EXACT BOX REQUIREMENTS AND LOCATIONS WITH THE DOOR INSTALLER AND APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN. ALL BOXES TO BE FLUSH MOUNTED AND CONDUITS CONCEALED IN BUILDING CONSTRUCTION. x THE ELECTRICAL CONTRACTOR SHALL BEAR FULL COSTS AND RESPONSIBILITIES FOR ANY CONFLICTS AS RESULT FOR NON-COORDINATION WITH DOOR INSTALLER. x ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONTROL WIRING PER MANUFACTURER REQUIREMENTS. REFER TO SUBMITTAL FOR ROUGH-IN REQUIRMENETS 23 TYPICAL BI-FOLDING DOOR
SCALE: NTS
24 20 TYPICAL OVERHEAD DOOR
SCALE: NTS
27 MASTER CONTROL STATION
SCALE: NTS
26 CORD REEL DETAILS
SCALE: NTS
25 REFER TO SUBMITTAL FOR ROUGH-IN REQUIRMENETS
21 TYPICAL SINGLE DOOR ACCESS CONTROL DIAGRAM SCALE: NTS SCALE: NTS EXHAUST FAN AND ACTUATOR INTERLOCKING WIRING DIAGRAM

TO ACCESS

CONTROLLER

AND POWER
SUPPLY

FRONT DOOR ACCESS CONTROL DIAGRAM
120VAC INPUT
@ 3 AMP

CEILING LINE

AUTO DOOR OPERATOR

LX-RX-EL EXIT
DEVICE

CARD READER

INSIDE OUTSIDE

ACTUATOR ACTUATOR

POWER TRANSFER HINGE
SYSTEM NOTES:

1. REFER TO MANUFACTURE'S MANUALS FOR PROPER INSTALLATION AND WIRING REQUIREMENTS.

2. ALL WIRING SHALL BE COPPER 18 GAUGE MINIMUM COLOR CODED

WITHOUT SPLICES, RECOMMEND TWO SPARE CONDUCTOR PER
PULL.

3. PROVIDE EXACT LOCATION PRIOR TO ROUGH-IN.

4. COORDINATE ALL INSTALLATIONS WITH DOOR HARDWARE GROUPS, CONTACT LOCATIONS, ETC. WITH DOOR HARDWARESPECIFICATIONS PRIOR TO ROUGH-IN. 1/2"C 4/18AWG
1/2"C
4/18AWG
1/2"C
1/2"C 4/18AWG
CR

ADO ADO

DOOR CONTACT
MIN 1" CONDUIT

DOOR CONTROLLER/CARD

READER INTERFACE WITH
ACCESS CONTROL. LOCATE

ABOVE NEAREST INTERIOR

ACCESSIBLE CEILING
DC
TO

CONTROLLER

AND POWER
SUPPLY

CEILING LINE

CARD READER
AS REQU’D

FINISH FLOOR
N.T.S.
1/2"C
1/2"C
CR
SYSTEM NOTES:

1. REFER TO MANUFACTURE'S MANUALS FOR PROPER
INSTALLATION AND WIRING REQUIREMENTS.

2. ALL WIRING SHALL BE COPPER 18 GAUGE MINIMUM COLOR
CODED WITHOUT SPLICES, RECOMMEND TWO SPARECONDUCTOR PER PULL.

3. PROVIDE EXACT LOCATION PRIOR TO ROUGH-IN.

4. COORDINATE ALL INSTALLATIONS WITH DOOR HARDWARE
GROUPS, CONTACT LOCATIONS, ETC. WITH DOOR HARDWARE
SPECIFICATIONS PRIOR TO ROUGH-IN.

TO ACCESS

CONTROLLER

AND POWER
SUPPLY
MIN 1" CONDUIT

DOOR CONTROLLER/CARD

READER INTERFACE WITH
ACCESS CONTROL. LOCATE

ABOVE NEAREST INTERIOR

ACCESSIBLE CEILING

ELECTRIFIED STRIKE
1/2"C

DOOR CONTACT
DC
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg
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1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
L
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NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
A ER T M A. E
C
F
NO. 10757
E L TS
O E A
E
T
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I W

L TL I E
A
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I L F CA
AI N

HOMNAEE
R
GI N

ORP D NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

ELECTRICAL

DETAILS
E-204

LIGHTING FIXTURE PER
FIXTURE SCHEDULES.

T-BAR CEILING GRID,

SEE ARCHITECTURAL

REFLECTED CEILING
PLANS.

FIXTURES LESS THAN 50 LBSPROVIDE POSITIVE FASTENING
TO T-BAR GRID AT EACH END OF FIXTURE.

ATTACH WITH #8 FLAT HEAD SHEET METAL SCREW

REFER TO ARCHITECTURAL

DETAILS FOR ATTACHMENT TO
STRUCTURE.

CEILING SUPPORT
WIRES.

MINIMUM (3) TIGHT TURNS IN
1-1/2".

HEAVY DUTY GRID SYSTEMPROVIDE #12 GA. SLACK SUPPORT
WIRES AT 2 DIAGONALLY OPPOSITE
CORNERS FOR FIXTURES UP TO 50
LBS. (FIXTURES ABOVE 50 LBS. SHALLBE INDEPENDENTLY SUPPORTED ASNOTED BELOW).

REFERENCE NOTES
213
SEE ARCH. PLANSFOR MOUNTINGHEIGHT

1. SMALL SURFACE MOUNTED LIGHT FIXTURE. (20 LBS. OR
LESS)

2. CONCRETE WALL.

3. 3/8" DIAMETER HILTI KBTZ WITH 2-1/2" EMBEDMENT WITH
INSTALLATION PER ICC REPORT NUMBER ESR-1917.

REFERENCE STRUCTURAL DETAIL.

NOTE:

FLUSH MOUNTED OUTLET BOX IS NOT SHOWN FOR
CLARIFICATION.

REFERENCE NOTES

1. CEILING MATERIAL

2. FRAMING ABOVE OR BLOCKING BETWEEN AS
REQUIRED.

3. RECESSED HOUSING WITH EXPANDABLE MOUNTING
BARS.

4. FIXTURE TRIM

5. OUTLET BOX / BRANCH CIRCUIT

6. ATTACH TO FRAMING WITH #8x1-1/2" WOOD SCREWS.

TOTAL (4) PER FIXTURE. HARD LID CEILING

REFERENCE NOTES

1. CEILING MATERIAL

2. T-BAR CEILING RUNNER.

3. RECESSED LIGHT HOUSING WITH QUICK MOUNTING
BRACKET ON BOTH SIDES.

4. T-BAR FIXTURE HANGING BAR.

5. OUTLET BOX / BRANCH CIRCUIT

6. #12 LIGHT FIXTURE SUPPORT WIRE (MIN. 2 PER
FIXTURE). CONNECT TO FIXTURE WITH MINIMUM OF 4

TIGHT TURNS AND TO STRUCTURE ABOVE PER
ARCHITECTURAL ATTACHEMENT DETAILS. T-BAR, DROP CEILING

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

TOP OFTHERMOSTAT, SWITCH, OUTLETCONTROL

TOP OFTHERMOSTAT, SWITCH, OUTLET,CONTROL DEVICEBOTTOM OFRECEPTACLE,COMM OUTLET,OR OTHER DEVICE 24"
10" DIA
18"

ANCHOR BOLT,
TYPICAL OF 4 BY

ELECTRICAL

CONTRACTOR

BOLLARD FIXTURE ASPER SCHEDULEBASE TO BE FLUSH
WITH FINISH GRADE.

MINIMUM CONDUIT
COVER U.O.N.
3/4" PVC SCHED 40
U.O.N.

CONCRETE BASE BYGENERAL CONTRACTOR

REFERENCE NOTES

CEILING
2 4
4 1
1 3

1. SMALL SURFACE MOUNTED LIGHT FIXTURE (20 LBS OR LESS).

2. FRAMING ABOVE OR BLOCKING WITH A35 CLIP AT EACH END.

3. PROVIDE 3x6 BLOCKING WITH A35 CLIP AT EACH END WHERE VERTICAL STUD IS NOT AVAILABLE FOR ATTACHMENT.

4. ATTACH WITH #8x1-1/2" WOOD SCREW AND 1/2" DIAMETER
WASHER. (2) REQUIRED PER FIXTURE.

NOTES

1. GALV. ANCHOR BOLTS & TEMPLATE
FURNISHED BY EC; BOLTS INSTALLED AND

CONCRETE BASE FURNISHED AND

INSTALLED WITH REBAR BY GC

2. CONDUIT SHALL BE 3/4" MINIMUM SIZE AND
MINIMUM 24" BELOW FINISH GRADE

3. TIES SHALL HAVE AT EACH END A 135
DEGREE HOOK BEND WITH A SIX-BARDIAMETER BUT NOT LESS THAN 3 INCH

EXTENSION THAT ENGAGES THE

LONGITUDINAL REINFORCEMENT ANDPROJECTS INTO THE INTERIOR OF THE STIRRUP OR HOOP.

4. ADD #6 SOLID UFER GROUND TO EACH
BASE. LOCATE AT 11"X17" PULL BOX NEXT
TO EACH LIGHT POLE.

GALV. ANCHOR BOLTSIZE & EMBED PER MFR.

TYPICAL OF 4
3" MINIMUM BETWEEN

STEEL AND BELOW

GRADE OUTSIDE OF

CONCRETE
PROVIDE EASED TOP EDGE W/ 1/2"
RADIUSED CORNERS. SACK AND PATCH

SURFACE TO ACHIEVE A SMOOTH
UNIFORM FINISH.
14' POLE WITH

HANDHOLE LITHONIA
#SSS 14 4C DM19 DNA
3000 PSI CONCRETE BASE
AT 28 DAYS, POUR IN

NATURALLY COPMPACTEDEARTH HOLE FREE LOOSE
OF DIRT OR DEBRIS.
4'-0"
3" MIN.
24"
12"
2'-0"

FINISH GRADE
1-1/2"1-1/2"1-1/2"

STEEL BASE COVER

W/DRY PACK BELOW

BASEPLATE ATTACH TO
POLE WITH SET SCREW.

SPECIAL INSPECTION

FOR DRY PACK BELOW
BASEPLATE.
(3)#3 REBAR TIES WITHIN
TOP 5" OF CONCRETE
SEE NOTE 3.
#5 VERTICAL REBAR,
TYPICAL OF 4
STANDARD 180° J-HOOK

AT BOTTOM OFVERTICAL REBAR,
TYPICAL OF 4

MINIMUM DIAMETER

AND LARGER AS REQ'D

TO MAINTAIN

SPECIFIED MINIMUM

DIMENSIONS
#3 REBAR TIES AT 12" ON

CENTER VERTICALLY,
TYPICAL. SEE NOTE 3.
24" MIN.
9'-0"

INSTALL LUGS IN POLE NEAR HANDHOLE,
BOND GROUND CONDUCTOR TO LUGS.
#6 GROUND

CONDUCTOR
8' LONG, 5/8"

COPPER CLAD
GROUND ROD.

EXOTHERMIC
WELD

CONNECTION
LEGEND
CAT6 CROSSOVER CABLINGFIBER CROSSOVER CABLING 66
--
-- 66 STYLE TERMINAL BLOCK
CATEGORY 6 UTP CABLE CAT6
2-POST

FLOOR-STANDING RACK
(19", 45 RU)
1/4" THICK 2"x24"

COPPER GROUND

BAR AND MOUNTING

BUSHINGS

BOND ALL METAL

EQUIPMENT, METAL

WIRE MANAGEMENT,

AND METAL CONDUIT

STUBS AT
ELEC ROOM.
#6 GND
#6 GND
#6 GND
3/4"C, #4 GND
(TYPICAL TO EACH RACK)

SPARE RACK SPACE

RESERVED FOR

OWNER-PROVIDED

SWITCHING ELECTRONICS

AND SERVER EQUIPMENT
----
RJ21X
66 ---- 66 BLOCKS AS

REQUIRED
CAT 6 PATCH CABLING, (1)
10' CABLE PER ACTIVE DATA
PORT

HORIZONTAL CAT
6 CABLING

COMBO VOICE/DATA OUTLETS

AS OCCURRING ON PLANS
50-PAIR PROTECTOR

CROSSOVERCABLING AS

REQUIRED

CROSSOVERCABLING AS

REQUIRED
41 E-205

TO ELECTRICAL
SERVICE, "MSB"
37 E-205
FIBER

FIBER OPTIC

PATCH CABLING
(IF APPLICABLE)
2930

DATA/PHONE RISER DIAGRAM
SCALE: NTS
32 RECESSED DOWNLIGHT MOUNTING DETAIL
SCALE: NTS
33 LAY-IN T-BAR FIXTURE MOUNTING DETAIL
SCALE: NTS
31 WOOD WALL SURFACE MOUNTED LIGHT FIXTURE
SCALE: NTS
36 TYPICAL POLE MOUNTING DETAIL
SCALE: NTS
35 BOLLARD BASE MOUNTING DETAIL
SCALE: NTS
34 TYPICAL DEVICE ADA MOUNTING HEIGHTS
SCALE: NTS

MASONARY WALL SURFACE MOUNTED
LIGHT FIXTURE SCALE: NTS
2"C (FIBER) FROM
COMCAST. COORDINATE

WITH COMCAST TO

TERMINATE TO FIBER RACK
CMCMCM
48-PORT RACK MOUNTED CATEGORY 6 PATCH PANEL (2RU)
PANDUIT MCPP48WBLY OR EQUAL

RACK MOUNTED FIBER OPTIC SPICE ENCLOSURE
(2 RU) CORNING #CCH-02U OR APPROVED EQUAL(COORDINATE WITH COMCAST) CABLE MANAGEMENT PLATE, DOUBLE SIDE WITH A METALCOVER DOOR, (2 RU) (CPI, SWDP, OR APPROVED EQUAL)
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
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A
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L
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A
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
A ER T M A. E
C
F
NO. 10757
E L TS
O E A
E
T
SI GE
R
I W

L TL I E
A
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L
I C RT

I L F CA
AI N

HOMNAEE
R
GI N

ORP D NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

ELECTRICAL

DETAILS
E-205

END USER EQUIPMENT ANDCONNECTIONS BY OTHERS

COMPUTER
SYSTEM
DATA
C:>_

TELEPHONE
SYSTEM
VOICE

PATCH PANEL (BY

EC), REFER TO

ELEVATION ON
54/E010

TELEPHONE SYSTEM EQUIPMENT

AND CABLING TO PATCH PANEL

BY OWNER

COMPUTER EQUIPMENT ANDCABLING TO PATCH PANEL

BY OWNER
CATEGORY 6 UTP 24 GA.

CABLES TO EACH OUTLET

VOICE AND DATA

LOCATION (BY EC)
OUTLET
1 -

WALL MOUNTED BUS BAR KIT INCLUDES
10"x1/4" COPPER GROUND BAR WITH TAPPED

HOLES, INSULATORS, AND STAND-OFF
BRACKETS.
#4 GROUND
CONDUCTOR TO "MSB"
2-HOLE COMPRESSION

LUG (TYPICAL)
PROVIDE #6 CU INSULATED GREEN
JACKET GROUND CABLE. GROUND ALL
METAL EQUIPMENT IN DATA ROOM (I.E.

DATA RACK, LADDER TRAY, CONDUITS,
METAL EQUIPMENTS, ETC). PROVIDE

APPROVED COMPRESSION
CONNECTOR. TYPICAL.
1"C
(1) CAT6 & (1) COAX

CABLE TO MCTB
TV
3/4"C
W
(1) CAT6
CAT6 RJ45

CONNECTOR
CAT 6 RJ45CONNECTOR.
(1)CATV

HANGING TELEPHONE
P&S #WMTF14-14-W OR
EQUAL
3/4"C
(1) CAT6
CAT6 RJ45CONNECTOR
WIRELESS ACCESS POINT.

RECESSED METALLIC 2-GANG
ELECTRICAL BOX. ARLINGTON OR
EQUAL. VERIFY INSTALLATION

REQUIREMENTS PRIOR TO
ROUGH-IN. PROVIDE VOLTAGE
DIVIDER.
911
(X) CAT6
CAT 6 RJ45CONNECTOR
(TYP)
1"C
AP
37 -
GND. BAR
BONDING OF "OTHER METALPIPING AND METAL WATERPIPE" PER 2019 CEC 250.104(A)(B)
#1/0 COPPER GROUND BONDING
JUMPER. OCCURRING AT SERVICE
ENTRANCE EQUIPMENT. SIZED PER
2019 CEC TABLE 250.66.
#1/0 COPPER GROUNDING
CONDUCTOR. SIZED PER 2019
CEC TABLE 250.66
"UFER"CONCRETE-ENCASED
ELECTRODE, 1/2" MIN.DIAMETER. PER 2019
CEC 250.52(A)(3)"METAL UNDERGROUND WATER
PIPE" 3/4" MINIMUM PER 2019 CEC
"METAL BUILDING/STRUCTURE
FRAME"
250.52(A)(1)
PER 2019 CEC
250.52(A)(2)
"ROD AND PIPE ELECTRODES"3/4" MINIMUM PER 2019 CEC
250.52(A)(5)(a)(b)
"GROUND ROD" 5/8" DIA. X
8 FT ELECTRODE PER
2019 CEC 250.52(A)(5)(b)
#2 COPPER GROUNDING
CONDUCTOR. SIZED PER 2019
#6 COPPER GROUNDING

CONDUCTOR
CEC TABLE 250.122
PER 2019 CEC
#4 COPPER GROUNDING

CONDUCTOR
250.66(A)
PER 2019 CEC
250.66(B)

SUPPLEMENTAL
ELECTRODEREQUIRED PER 2019
CEC 250.53 (D)(1)(2)
#6 COPPER GROUND PER
PER 2019 CEC 250.53 (E)
BONDING OF "PIPING
SYSTEM AND EXPOSESTRUCTURAL STEEL" PER
2019 CEC 250.104(C)

SERVICE EQUIPMENT

ENCLOSURE FULL

LENGTH NEUTRAL BUS

SERVICE EQUIPMENT

ENCLOSURE FULL

LENGTH GROUND BUS
PER 2019 CEC 250.50 GROUNDINGELECTRODES PRESENT AT

STRUCTURE/BUILDING SHALL BE

BONDED TOGETHER TO FORM THE
GROUNDING ELECTRODE SYSTEM.

WHERE GROUNDING ELECTRODES
IDENTIFIED IN 2010 CEC 250.52(A)(1)
THROUGH (A)(7) ARE NOT PRESENT

AT STRUCTURE/BUILDING PROVIDE

ONE OR MORE OF THE ELECTRODES
INDICATED.

NOTE:

IN ACCORDANCE WITH CEC 110.16. PROVIDE ARC FLASH PROTECTION WARNING LABELS ON EACH SWITCHBOARD, PANELBOARD, AND TRANSFORMER. LABELS SHALL BE PER ANSI Z535.4 GUIDELINES PER THE ABOVE EXAMPLE.

WARNING

ARC FLASH HAZARD

LINE SIDE
of MAIN
FLASH PROTECTION BOUNDARY:

INCIDENT ENERGY RANGE:

HAZARD RISK CATEGORY:
40 inches
CLASS 2
4 - 8 cal/cm²

LINE SIDE
of MAIN
FLASH PROTECTION BOUNDARY:

INCIDENT ENERGY RANGE:

HAZARD RISK CATEGORY:
20 inches
CLASS 0
0 - 2 cal/cm²
LOCATION: BUS NAME PROTECTIVE DEVICE: UPSTREAM DEVICE
PSE TQS#: #####.# Date Issued: April 2004 Study Rev. :0 41 VOICE/DATA SYSTEM WIRING DIAGRAM
SCALE: NTS
39 GROUND/BOND DETAIL
SCALE: NTS
38 ARC FLASH SIGN
SCALE: NTS
40 MCTB
37 GROUND BAR DETAIL AT COMM. BACKBOARD
SCALE: NTS
42 DAYROOM OUTLET
SCALE: NTS
45 MSB SWITCHBOARD ELEVATION
44 TELECOMMUNICATIONS EQUIPMENT RACKS
SCALE: NTS
SCALE: NTS

ELEVATION OF COMMUNICATION SYSTEM

OUTLETS
RECESSED METALLIC 3-GANG
STEEL ELECTRICAL BOX.

ARLINGTON TVBS507 OR EQUAL.

PROVIDE VOLTAGE DIVIDER. VERIFY

INSTALLATION REQUIREMENTS
PRIOR TO ROUGH-IN. TYPICAL OF (2)
1"C (2)HDMI CABLE 1"C. WITH
(1) CAT6 & (1) COAX
CABLE
DRTV
1-1/4"C. STUB TO COMMUNICATION ROOM.
(2) CAT6 & (2) COAX
CABLE
SPARE
X

DATA / VOICE X

DENOTES TOTAL
CABLES PER PLAN.
(MAX OF 4)
CAT 6 RJ45CONNECTOR (TYP)

HDMIHDMI

HDMI (TYP)

HDMIHDMI

CATV (COAX) (TYP)

ELEVATION KIT
2 1
7'-6"
7'

RESERVED FOR

OFCI ACTIVE

NETWORK

EQUIPMENT

EQUIPMENT ENCLOSURE KEY
1 2

TO GROUNDING BUS BAR
FS16-R02

TO GROUNDING BUS BAR
FS16-R01
NOTES:
1 LADDER RACEWAY

1. ALL EQUIPMENT RACKS SHALL BE GROUNDED

INDEPENDENTLY TO TELECOMMUNICATIONS GROUNDING
BUS BAR.

2. ORGANIZE ALL PATCHING BY SYSTEM AND MATCH ONE
SWITCH PER PATCH PANEL.
84" HIGH, 2-POST, 19" W MOUNTING, OPEN FRAME
EQUIPMENT RACK. CPI, SWDP, OR APPROVED EQUAL

VERTICAL MANAGERS SHALL RUN THE ENTIRE HEIGHT OF
THE RACK AND BE 6” WIDE, DOUBLE SIDED WITH A METAL
COVER DOOR. CPI, SWDP, OR APPROVED EQUAL.
29 E-204

ELECTRICAL RECEPTACLEPER PLAN (TYPICAL) (IF APPLICABLE)

RESERVED FOR

FIRE STATION

ALERTING
SYSTEM
22 41
E-205
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
L
K
J
H
G
FE
D
C
B
A
M
L
K
J
H
G
FE
D
C
B
A
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
A ER T M A. E
C
F
NO. 10757
E L TS
O E A
E
T
SI GE
R
I W

L TL I E
A
RO
L
I C RT

I L F CA
AI N

HOMNAEE
R
GI N

ORP D NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

ELECTRICAL

DETAILS
E-206
51 ELEVATOR RECALL CONTROL AND SUPERVISORY SYSTEM RISER DIAGRAM SCALE: NTS
50 ELECTRICAL AND COMMUNICATION CONNECTIONS AT ELEVATOR SCALE: NTS

CEILINGFLOOR/STRUCTURECEILINGFLOOR

STRUCTURE

ELEVATOR EQUIPMENT ROOM

EQUIPMENT ROOM SECTION / ELEVATION DIAGRAM

ELEVATOR PIT
(NUMBER OF LOBBIES
WPGFI
WP

AS OCCURRING)
- THE INSTALLATION SHALL BE IN ACCORD WITH CEC ARTICLE 620 AND ANSI A17.1. ELEVATOR CODE.- SEE LIGHTING AND POWER FLOOR PLANS FOR ADDITIONAL REQUIREMENTS.- PROVIDE WIREGUARD(S) ON ALL LIGHTING FIXTURES IN ELEVATOR MACHINE ROOM(S) AND ELEVATOR PIT(S).
- NO CONDUIT, WIRING, DUCTS OR PIPING FOREIGN TO THE OPERATION OF THE ELEVATOR ARE ALLOWED IN ELEVATOR MACHINE ROOMS.
- ELEVATOR HOIST WAY AND MACHINE ROOM DETAILS ARE NOT PROJECT SPECIFIC.- VERIFY ALL REQUIREMENTS AND ELEVATOR OPTION REQUIREMENTS WITH ELEVATOR SUPPLIER PRIOR TO INSTALLATION.
- VERIFY ALL OSHA REQUIREMENTS PRIOR TO CONSTRUCTION.- FIELD COORDINATE WITH OTHER TRADES AND ENSURE THAT THE ELECTRICAL EQUIPMENT WITHIN THE ELEVATOR EQUIPMENT ROOM IS LOCATED IN COMPLIANCE WITH CEC 620-5. "TTB"
GFI

ELEVATOR CAR
DIS.

SW.

ELEVATOR LOBBY

ELEVATOR HOISTWAY

ELEVATOR LOBBY
(NUMBER OF LOBBIES

AS OCCURRING)
ROOF/

1. ELEVATOR EQUIPMENT ROOM LIGHT SWITCH LOCATED WITHIN 18" OF THE STRIKE SIDE OF THE DOOR. (CEC 620-23B)

2. MOUNT SWITCH 18" MINIMUM TO 36" MAXIMUM ABOVE SILL IN HOIST WAY. (CEC 620-24B)

3. 120V FIXTURE CONNECTED TO LINE SIDE OF ROOM BRANCH CIRCUIT, PRIOR TO GFI RECEPTACLE. REFER TO LIGHTING PLAN AND LUMINAIRE SCHEDULE. PROVIDE AT ELEVATOR PIT AT TOP OF SHAFT PER MANUFACTUERREQUIREMENTS.

4. WP/GFI RECEPTACLE PER CEC 620-24.

5. GFI RECEPTACLE PER CEC 620-23.6. NOT USED.

7. AT PROJECT LOCATIONS THAT REQUIRE A VALVE TO CONTROL THE FIRE SPRINKLER HEAD(S) SERVING THE

ELEVATOR MACHINE ROOM OR THE ELEVATOR HOISTWAY, CONNECT THE VALVE TAMPER SWITCH TO A SUPERVISED CIRCUIT OF THE FIRE ALARM CONTROL PANEL.

8. (2) DEDICATED 12O VOLT CONTROL BRANCH CIRCUITS CONNECTED THROUGH DIS. SW. WITH LOCK-OFF DEVICE LOCATED IN EQUIPMENT ROOM. CONNECT (1) CIRCUIT TO ELEVATOR DRIVE UNIT CONTROLLER & SHUNT TRIPDEVICE AND (1) CIRCUIT TO ELEVATOR CAR LIGHT & RECEPTACLE FEED POINT. (CEC 620-22).

9. POWER FEEDER FROM FUSED DISCONNECT SWITCH TO ELEVATOR DRIVE UNIT. REFER TO SINGLE LINE DIAGRAM OR PANEL SCHEDULE FOR CONDUCTOR/CONDUIT REQUIREMENTS.

10. CONNECT TO 120 VOLT ROOM EXHAUST FAN AND LINE VOLTAGE THERMOSTAT. COORDINATE WITH DIVISION 15 REQUIREMENTS.

11. ELEVATOR DRIVE UNIT DISTRIBUTION CIRCUIT BREAKER WITH 120VAC SHUNT-TRIP MODULE.12. FEEDER FROM SWITCHBOARD OR BRANCH PANEL. REFER TO SINGLE LINE DIAGRAM OR PANEL SCHEDULE FOR CONDUCTOR/CONDUIT REQUIREMENTS.

13. FUSED DISCONNECT SWITCH, HEAVY DUTY, LOCKABLE, IN MACHINE ROOM PER NEC 620-51. MOUNT AT A READILY ACCESSIBLE LOCATION ON THE STRIKE SIDE FOR THE DOOR. REFER TO SINGLE LINE DIAGRAM FOR SIZE/CONDUCTOR/CONDUIT REQUIREMENT.

14. TO BATTERY LOWERING DEVICE. COORDINATE WITH ELEVATOR SUPPLIER.15. DEDICATED 120 VOLT BRANCH CIRCUIT. SEE POWER PLANS FOR BRANCH CIRCUIT DESIGNATIONS.16. DEDICATED TELEPHONE LINES TO MAIN TELEPHONE TERMINAL BACKBOARD. CONNECT TO ELEVATOR CONTROLLER.

ELEVATOR RECALL CONTROL AND

SUPERVISORY SYSTEM RISER DIAGRAM WITH
C.B. SHUNT TRIP CONNECTION

WIRING DIAGRAM

ELEV MOTOR

SUPPLIED

HORSEPOWER
VERIFY
3/4"C TO "MTTB"

MACHINE
ROOM
C
H
N
DRIVE
UNIT

HOISTWAY
TOP OF

ELEVATOR
DRIVE/

CONTROLLER
LADDER

LOWERING

BATTERY

ELEVATOR

FURNISHED)
DEVICE
(WHEN

CONTROLLER
DRIVE/

ELEVATOR
T
J
J
J J

SHAFT SECTION / ELEVATION DIAGRAM
HH
SEE DETAIL 42 ON THIS SHEET FOR FIRE ALARM SYSTEM

EQUIPMENT AND INTERCONNECTIONS ASSOCIATED WITH
THE OPERATION AND CONTROL OF THE ELEVATOR.

DIS.

SW.

CLASSIFIED WET
LOCATION BELOW 48",
EQUIP. TO BE NEMA 4X
ELEV. DETAIL -GENERAL NOTES

REFERENCE NOTES

1. LOCATE HEAT AND SMOKE DETECTORS WITHIN SPECIFIED DISTANCE OF SPRINKLER HEAD.

HEAT DETECTOR ACTIVATION AT ELEVATOR MACHINE ROOM SHALL TRIP ELEVATOR FEEDER BREAKER VIA BREAKER SHUNT TRIP DEVICE. SMOKE DETECTOR AT ELEVATOR MACHINEROOM SHALL ACTIVATE PHASE 1 RECALL.

2. ACTIVATION OF LOBBY SMOKE DETECTOR SHALL ACTIVATE PHASE 1 RECALL.

3. ELEVATOR MOTOR SHUNT TRIP BREAKER. REFER TO SINGLE LINE DIAGRAM FOR CONDUIT/CONDUCTOR REQUIREMENTS.

4. ELEVATOR DRIVE AND CONTROLLER BY ELEVATOR CONTRACTOR.

5. ADDRESSABLE OUTPUT CONTROL MODULE. PROVIDE (1) FOR EACH PHASE 1 RECALL:

1. ELEVATOR LOBBY #1 SMOKE DETECTOR

2. ELEVATOR LOBBY #2 SMOKE BEAM DETECTOR

3. UPPER ELEVATOR SHAFT SMOKE DETECTOR

4. ELEVATOR MACHINE ROOM SMOKE DETECTOR
PROVIDE (1)1/2"C, COORDINATE WITH ELEVATOR CONTRACTOR FOR CONDUCTOR AND TERMINATION REQUIREMENTS.

6. TO FACP. REFER TO FLOOR PLAN.

7. PROVIDE DEDICATED TELEPHONE LINE TO 'MTTB'. CONNECT AT ELEVATOR CONTROLLER.

8. PROVIDE DEDICATED 20A, 120V CIRCUIT FOR ELEVATOR CAR LIGHTS AND CONTROLLER.

PROVIDE MEANS TO DISCONNECT THE CIRCUITS WITHIN THE ELEVATOR EQUIPMENT ROOM.

COORDINATE CONNECTION WITH ELEVATOR CONTRACTOR.

9. PROVIDE LOCKABLE AND FUSIBLE, HEAVY DUTY RATED DISCONNECT SWITCH IN ELEVATOR MACHINE ROOM. DISCONNECT SHALL HAVE AUXILIARY CONTACT FOR BATTERY LOWERINGDEVICE BYPASS CONTROL. BATTERY LOWERING DEVICE SHALL NOT BE ACTIVATED WHENDISCONNECT IS IN THE OPEN POSITION. PROVIDE WIRING TO MOTOR CONTROLLER. REFER TO SINGLE LINE DIAGRAM FOR CONDUIT AND CONDUCTOR REQUIREMENTS. PROVIDE CONTROL WIRING TO BATTERY LOWERING DEVICE. COORDINATE WITH ELEVATOR CONTRACTOR FOR REQUIREMENTS.

10. ADDRESSABLE OUTPUT CONTROL MODULE. MODULE SHALL BE ACTIVATED ONLY WHEN HEAT DETECTOR IN UPPER SHAFT OR ELEVATOR EQUIPMENT ROOM HAS BEEN ACTIVATED.

CONNECT TO BREAKER SHUNT TRIP AS INDICATED.

11. CONNECT TO BRANCH CIRCUIT SERVING ELEVATOR CONTROLLER.

TYPICAL CONTROL MODULE
NC
C
NO

COORDINATE CONTROL

REQUIREMENTS WITHELEVATOR CONTRACTOR
N
(TYP4)
C
"MSB"
SEE

POWERPLAN
INPUT 1

ELEVATOR

CONTROLLER
INPUT 3
INPUT 2
INPUT 4
J

CONTROL
POWER
OUTPUT

T DC L DRIVE UNIT

REFERENCE NOTES

ELEVATORLOBBY
(TYP. 2)

MACHINE
ROOM
- THE INSTALLATION SHALL BE IN ACCORDANCE
WITH NEC ARTICLE 620 AND ANSI A17.1. ELEVATOR
CODE.
- SEE LIGHTING AND POWER FLOOR PLANS FOR
FURTHER REQUIREMENTS.
- VERIFY ALL OPERATIONAL REQUIREMENTS WITH

ELEVATOR CONTRACTOR PRIOR TO
INSTALLATION.
- VERIFY ALL OSHA REQUIREMENTS PRIOR TO
CONSTRUCTION.
- FIELD COORDINATE WITH OTHER TRADES AND

ENSURE THAT THE ELECTRICAL EQUIPMENT

WITHIN THE ELEVATOR EQUIPMENT ROOM IS

LOCATED IN COMPLIANCE WITH NEC ARTICLE
620-5.
- COORDINATE WORK WITH FIRE ALARM SHOP
DRAWINGS.

SIGNAL LINE

CKT LOOP

GENERAL NOTES
CM
CM
CM
CM
CM
SLC
LOBBY SMOKE DET's.

RECALL FLR. SMOKE DET.

MACH. ROOM SMOKE DET.

HOISTWAY SMOKE DET.'s
H
CNTRL.

DIS.

SW.

CAB

ELEVATOR SHAFT
GFI
525354
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
L
K
J
H
G
FE
D
C
B
A
M
L
K
J
H
G
FE
D
C
B
A
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
A
ER
T
M A. E
C
F
NO. 10757
E L

TS O E A
E
T
SI GER
I W L
T
L I
E
A
RO

L I C RT

I L F CA
AI N
HOM
N
A

EER GI N
ORP D

NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

COMPLIANCE

FORMS - INTERIOR
E-301 P2
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
L
K
J
H
G
FE
D
C
B
A
M
L
K
J
H
G
FE
D
C
B
A
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
A
ER
T
M A. E
C
F
NO. 10757
E L

TS O E A
E
T
SI GER
I W L
T
L I
E
A
RO

L I C RT

I L F CA
AI N
HOM
N
A

EER GI N
ORP D

NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

COMPLIANCE

FORMS - EXTERIOR
E-302
SEE SHEET E-303 FOR SHEET 10 OF 10.

TS O E A
E
T
SI GER
I W L
T
L I
E
A
RO

L I C RT

I L F CA
AI N
HOM
N
A

EER GI N
ORP D

NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

COMPLIANCE

FORMS - POWER
E-303
2021/04/15
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg
M
1 Drawing TitleDrawing No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
L
K
J
H
G
FE
D
C
B
A
M
L
K
J
H
G
FE
D
C
B
A
NOTE: If this drawing is not 34"x22" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2020 Shah Kawasaki Architects
Consultant Architect of Record
SKA Project Number: 19716
SAN CARLOS FIRE STATION NO. 16
1280 ALAMEDA DE LAS PULGAS
SAN CARLOS, CA 94070
NO. DATE ISSUE DESCRIPTION
EXPIRES: 06/30/23
THOMA #19-8163
A
ER
T
M A. E
C
F
NO. 10757
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NA IO EF SS L
San Luis Obispo, CA 93406
THOMA ELECTRIC, INC.

P.O. Box 1167 - 3562 Empleo St.

COMPLIANCE

FORMS - SOLAR
E-304
REVIEWED FOR CODE COMPLIANCE DECEMBER 03 2021
BUREAU VERITAS NORTH AMERICA, INC.
7 Packet Pg

CITY COUNCIL

STAFF REPORT
MEETING DATE: May 23, 2022
ITEM TITLE: Adopt a Resolution Authorizing the City Manager to Execute a Three-Year Agreement with Gartner, Inc. for Information Technology and Advisory Services in the Total Amount of $139,080.

RECOMMENDATION:

Staff recommends that the City Council adopt a Resolution authorizing the City Manager to execute a three-year agreement with Gartner, Inc. for information technology and advisory services in the total amount of $139,080.

FISCAL IMPLICATIONS:

There is no fiscal impact or additional appropriation required.

Information technology (“IT”) advisory services have been budgeted since 2015, and any annual increases will be covered by the Information Technology budget.

BACKGROUND:

On August 4, 2015, the City entered into an agreement with Gartner, Inc. to provide information technology research and advisory services. The agreement was renewed on June 14, 2017.

The current agreement is set to expire on August 1, 2022.

In 2015, three vendors responded to the initial request for proposals (“RFP”) for information technology and advisory services. In 2017, the City issued another RFP and received responses from two vendors. In the two previous RFP processes, Gartner was selected both times based on its access to analysts, published content, and document review process.

Specifically, Gartner, Inc.:
 Provides access to over 2,200 analysts, whereas their competitors have less than 1,000.  Publishes over 11,000 documents and analyses, while their next five competitors publish a combined total around 4,000.
 Features information technology foundational research on more than 700 topics.  Offers Gartner’s Magic Quadrants, which is a Gartner exclusive qualitative data analysis method demonstrating market trends. Magic Quadrants has become the standard for market analysis in 140 technology segments and is a go-to resource for an objective perspective on technology and service markets.

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2 The City’s Municipal Code Chapter 3.12.170 states that an affirmative vote of three Councilmembers can find or determine that there is only one source for the required supply or service based on a review of available sources by the Administrative Services Director and he/she making a written recommendation therefor. Other information technology and advisory services providers do not provide the same level of services as Gartner.

ANALYSIS:

Over the years, Gartner’s advisory and research services have resulted in significant cost savings to the City.
 San Carlos Firewall Project – Gartner helped the City narrow down the scope of work and guidelines, resulting in $40,000 savings.
 Phone Replacement Project - Gartner helped identify the scope product and features, resulting in an approximate savings of $20,000.
 Virtual Desktop Infrastructure (“VDI”) Review - Gartner provided recommendations that saved the City $100,000 by not moving forward with this project.  Office 365 Migration Project – Gartner helped staff narrow the scope of work and guidelines to better fit our needs, resulting in an approximate savings of $10,000.

During the pandemic, Gartner has provided significant resources for several other IT projects including cyber-security, threat assessments, backup and recovery, and immutable storage for OnBase.

For the reasons outlined above, staff recommends that the Council approve the new agreement and consider Gartner a sole source provider.

ALTERNATIVES:

The alternatives available to the City Council include:

1. Adopt a Resolution authorizing the City Manager to execute a three-year agreement with Gartner, Inc. for information technology and advisory services in the total amount of $139,080; or

2. Do not adopt a Resolution; or

3. Provide staff with alternative direction.

Respectfully submitted by:

Rebecca Mendenhall,
Administrative Services Director

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3 Approved for submission by:
_________________________
Jeff Maltbie, City Manager
ATTACHMENT(S):

1. Resolution

2. Gartner 3 Year Agreement

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RESOLUTION NO. 2022 –_____

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN CARLOS

AUTHORIZING THE CITY MANAGER TO EXECUTE A THREE-YEAR AGREEMENT WITH GARTNER, INC. FOR INFORMATION TECHNOLOGY AND ADVISORY SERVICES IN THE TOTAL AMOUNT OF $139,080.

WHEREAS, in 2015, the City entered into an agreement with Gartner, Inc. for research and advisory services, providing information technology (“IT”) contract and request for proposals (“RFP”) reviews and quotes, document reviews, and access to research and analysts, which expired in July 2017; and
WHEREAS, in 2017, The City re-entered into an agreement for up to five years with Gartner after concluding the RFP process; and
WHEREAS, the current agreement with Gartner is set to expire on August 1, 2022; and WHEREAS, Information Technology and Advisory Services has been budgeted since 2015 and any annual increases will be covered by the Information Technology budget; and WHEREAS, Gartner will provide one user access to the Gartner for IT Leaders subscription and five user accesses to its IT News and Insights subscription.

NOW, THEREFORE BE IT RESOLVED, that the City Council hereby authorizes the City Manager to authorize the award of a contract with Gartner, Inc. for up to three years in the amount of $139,080.
* * * * *
I, City Clerk Crystal Mui, hereby certify that the foregoing Resolution was duly and regularly passed and adopted by the City Council of the City of San Carlos at a scheduled meeting thereof held on the 23rd day of May, 2022 by the following vote:

AYES, COUNCILMEMBERS: _______________________________________________ NOES, COUNCILMEMBERS: ______________________________________________ ABSENT, COUNCILMEMBERS: ______________________________________________ _________________________________
CITY CLERK of the City of San Carlos
APPROVED:
__________________________________
MAYOR of the City of San Carlos

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Packet Pg. 1863 Attachment: Resolution (Gartner Renewal)

Gartner, Inc. - Service Agreement for use with a Master Client Agreement - Version 03/22 - Page 1 of 2 Gartner, Inc. Service Agreement for CITY OF SAN CARLOS (“Client”) This Service Agreement (“SA”) is between Gartner, Inc. of 56 Top Gallant Road, Stamford, CT 06902 (“Gartner”) on behalf of itself and all wholly-owned affiliates of Gartner, Inc. and Client of 600 ELM ST, SAN CARLOS, CA 94070-3085. (“Client”), and includes the Master Client Agreement (7914) between Gartner or Gartner’s parent or affiliate and Client or Client’s parent or affiliate dated MAR-2019 the terms of which are incorporated by reference, and all applicable Service Descriptions. This SA constitutes the complete agreement between Gartner and Client. Client agrees to subscribe to the following Services for the term and fees set forth below.

1. DEFINITIONS AND ORDER SCHEDULE:

Services are the subscription-based research and related services purchased by Client in the Order Schedule below and described in the Service Descriptions. Service Names and Levels of Access are defined in the Service Descriptions. Gartner may periodically update the names and the deliverables for each Service. If Client adds Services or upgrades the level of service or access, an additional Service Agreement will be required.

Service Descriptions describe each Service purchased, specify the deliverables for each Service, and set forth any additional terms unique to a specific Service. Service Descriptions for the Services purchased in this SA may be viewed and downloaded through the hyperlinks listed in Section 2 below or may be attached to this SA in hard copy, and are incorporated by reference into this SA.

Service Name Level of Access Quantity Name of User
to be Licensed
Contract
Term Start
Date
Contract
Term End
Date
Annual Fee
USD
Total Fee
USD
Gartner for IT
Leaders
Individual Access
Advisor
1 William Hoch 01-AUG-2022 31-JUL-2023
IT News and
Insight
Subscription - IT
Team Access
5 TBD 01-AUG-2022 31-JUL-2023
Term Total (Excluding
applicable
taxes)
$45,600.00
Gartner for IT
Leaders
Individual Access
Advisor
1 William Hoch 01-AUG-2023 31-JUL-2024
IT News and
Insight
Subscription - IT
Team Access
5 TBD 01-AUG-2023 31-JUL-2024
Term Total (Excluding
applicable
taxes)
$45,600.00
Gartner for IT
Leaders
Individual Access
Advisor
1 William Hoch 01-AUG-2024 31-JUL-2025
IT News and
Insight
Subscription - IT
Team Access
5 TBD 01-AUG-2024 31-JUL-2025
Term Total (Excluding
applicable
taxes)
$47,880.00
Total Services:
(Excluding
applicable
taxes)
$139,080.00 1-29MNTE38 2212 FA000281 Due to the multi-year term of this Service Agreement, Client expressly waives its right of termination for convenience.

2. SERVICE DESCRIPTIONS:

Service Name/ Level of Access Service Description URL
Gartner for IT Leaders Individual Access Advisor http://sd.gartner.com/sd_itl_individual_advisor.pdf IT News and Insight Subscription - IT Team Access http://sd.gartner.com/sd_it_news_insight.pdf

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Packet Pg. 1864 Attachment: Gartner 3 Year Agreement (Gartner Renewal)

Gartner, Inc. - Service Agreement for use with a Master Client Agreement - Version 03/22 - Page 2 of 2

3. PAYMENT TERMS
Gartner will invoice Client annually in advance for all Services. Payment is due 30 days from the invoice date. Client shall pay any sales, use, value-added, or other tax or charge imposed or assessed by any governmental entity upon the sale, use or receipt of Services, with the exception of any taxes imposed on the net income of Gartner.

Please attach any required Purchase Order (“PO”) to this SA and enter the PO number below. If an annual PO is required for multi-year contracts, Client will issue the new PO at least 30 days prior to the beginning of each subsequent contract year. Any pre-printed or additional contract terms included on the PO shall be inapplicable and of no force or effect. All PO’s are to be sent to [email protected]. This SA may be signed in counterparts.

4. CLIENT BILLING INFORMATION
«CSO1 »F00______________________________ «CSO1 »M0 0___________________________________________________________________________ Purchase Order Number Billing Address «CSO1 »N00_____________________________ «CSO1 »O00 ____________________________________________________________________________ Invoice Recipient Tel. No. Invoice Recipient Name
«CSO1 »P00___________________________________________________________________________ Invoice Recipient Email

5. AUTHORIZATION
Client: Gartner, Inc.

CITY OF SAN CARLOS «CSO1 »A1N_____________________________________________________ «GSO»A1N ______________________________________________________ Signature Signature «CSO1 »GNN____________________ «GSO»GNN____________________ Date Date «CSO1 »HNN ____________________________________________________ «GSO»HNN ______________________________________________________ Print Name Print Name «CSO1 »E10_____________________________________________________ «GSO»E10_____________________________________________________ Title Title

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Packet Pg. 1865 Attachment: Gartner 3 Year Agreement (Gartner Renewal)

CITY COUNCIL

STAFF REPORT
MEETING DATE: May 23, 2022
ITEM TITLE: Adopt a Resolution Approving the Request to the Metropolitan Transportation Commission for an Allocation of Transportation Development Act Article 3 Pedestrian and Bicycle Project Funding of $400,000 for Fiscal Year 2022-23 for the San Carlos Avenue Pedestrian Safety Improvement Project – Phase III C1806.

RECOMMENDATION:

Staff recommends that the City Council adopt a Resolution approving the submission of a request to the Metropolitan Transportation Commission (“MTC”) for an allocation of Transportation Development Act (“TDA”) Article 3 Pedestrian and Bicycle Project Funding of $400,000 for Fiscal Year (“FY”) 2022-23 for the San Carlos Avenue Pedestrian Safety Improvement Project – Phase III C1806 (“Project”).

FISCAL IMPLICATIONS:

No appropriation is requested at this time. Funding for the Project comes from C1806, which has a balance of approximately $1,300,000 for FY 2021-22.

Approval of the recommended action will allocate $400,000 in State funds to C1806 in FY 2022- 23 to offset the Project’s construction costs. The funding allocation will expire in June 30, 2025.

If required, staff will request additional funding when it comes to the City Council to award the Project.

BACKGROUND:

TDA Article 3 funds are made available through State funds and are distributed by the MTC to the City/County Association of Governments (“C/CAG”) on a formula basis annually. C/CAG acts as the program administrator in San Mateo County by issuing the call for projects, and MTC directly administers awarded grants.

In April 2021, C/CAG invited public agencies to submit project applications for the TDA Article 3 Program, which would fund eligible pedestrian and bicycle projects through local and State transportation funds. The TDA Article 3 Program sought to fund eligible projects that would improve conditions for pedestrians and bicyclists throughout San Mateo County. An estimated total of $2,250,000 of funding was available for FY 2022-23 with a maximum amount of $400,000 available for each agency for capital improvement projects.

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2 ANALYSIS:

The application for the Project was submitted to C/CAG in November 2021 for review. Staff presented the project to the C/CAG Bicycle and Pedestrian Committee in January 2022 to introduce the Project and answer questions presented by the Committee.

The C/CAG Board adopted a resolution approving $400,000 of funding for the Project in April 2022. Staff was notified to seek the Council’s approval in order to finalize allocations to the MTC.

Therefore, staff recommends approving the request to the MTC for an allocation of TDA Article 3 funding of $400,000 in FY 2022-23 for the Project.

ALTERNATIVES:

The alternatives available to the City Council include:

1. Adopt a Resolution approving the request to the Metropolitan Transportation Commission for an allocation of Transportation Development Act Article 3 Pedestrian and Bicycle Project Funding of $400,000 for Fiscal Year 2022-23 for the San Carlos Avenue Pedestrian Safety Improvement Project – Phase III C1806; or

2. Do not adopt the Resolution; or

3. Provide staff with alternative direction.

Respectfully submitted by:

Steven Machida,
Public Works Director
Approved for submission by:
_________________________
Jeff Maltbie, City Manager
ATTACHMENT(S):

1. Resolution with Attachments A and B

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RESOLUTION NO. 2022 – ____

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN CARLOS

APPROVING THE REQUEST TO THE METROPOLITAN TRANSPORTATION COMMISSION FOR AN ALLOCATION OF TRANSPORTATION DEVELOPMENT ACT ARTICLE 3 PEDESTRIAN AND BICYCLE PROJECT FUNDING OF $400,000 FOR FISCAL YEAR 2022- 23 FOR THE SAN CARLOS AVENUE PEDESTRIAN SAFETY IMPROVEMENT PROJECT – PHASE III C1806.

WHEREAS, Article 3 of the Transportation Development Act (“TDA”), Public Utilities Code (“PUC”) Section 99200 et seq., authorizes the submission of claims to a regional transportation planning agency for the funding of projects exclusively for the benefit and/or use of pedestrians and bicyclists; and
WHEREAS, the Metropolitan Transportation Commission (“MTC”), as the regional transportation planning agency for the San Francisco Bay region, has adopted MTC Resolution No. 4108, Revised, entitled “Transportation Development Act, Article 3, Pedestrian/Bicycle Projects,” which delineates procedures and criteria for submission of requests for the allocation of “TDA Article 3” funding; and
WHEREAS, MTC Resolution No. 4108, Revised, requires that requests for the allocation of TDA Article 3 funding be submitted as part of a single, countywide coordinated claim from each county in the San Francisco Bay region; and
WHEREAS, the City of San Carlos desires to submit a request to MTC for the allocation of TDA Article 3 funds to support the projects described in Attachment B to this Resolution, which are for the exclusive benefit and/or use of pedestrians and/or bicyclists.

NOW, THEREFORE BE IT RESOLVED THAT the City of San Carlos declares it is eligible to request an allocation of TDA Article 3 funds pursuant to Section 99234 of the PUC, and furthermore, be it
RESOLVED, that there is no pending or threatened litigation that might adversely affect the project or projects described in Attachment B to this Resolution, or that might impair the ability of the City of San Carlos to carry out the project; and furthermore, be it RESOLVED, that the City of San Carlos attests to the accuracy of and approves the statements in Attachment A to this Resolution; and furthermore, be it RESOLVED, that a certified copy of this Resolution and its attachments, and any accompanying supporting materials shall be forwarded to the congestion management agency, countywide transportation planning agency, or county association of governments, as the case may be, of San Mateo County for submission to MTC as part of the countywide coordinated TDA Article 3 claim; and furthermore, be it
RESOLVED, that the San Carlos City Council hereby approves the request to the MTC for an allocation of TDA Article 3 Pedestrian and Bicycle Project Funding of $400,000 in Fiscal Year 2022-23 for the San Carlos Avenue Pedestrian Safety Improvement Project – Phase III C1806.

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Packet Pg. 1868 Attachment: Resolution with Attachments A and B (TDA Act Article 3 Ped/Bike Project Funding) * * * * *
I, Crystal Mui, City Clerk hereby certify that the foregoing Resolution was duly and regularly passed and adopted by the City Council of the City of San Carlos at a scheduled meeting thereof held on the 23rd day of May 2022, by the following vote:

AYES, COUNCILMEMBERS: _______________________________________________ NOES, COUNCILMEMBERS: _______________________________________________ ABSENT, COUNCILMEMBERS: _______________________________________________ ________________________________
CITY CLERK of the City of San Carlos
APPROVED:
___________________________
MAYOR of the City of San Carlos
Attachments:

A. Findings
B. TDA Article 3 Project Application Form

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Packet Pg. 1869 Attachment: Resolution with Attachments A and B (TDA Act Article 3 Ped/Bike Project Funding) Resolution No. 2022 – ____
Attachment A
Re: Request to the Metropolitan Transportation Commission for the Allocation of Fiscal Year 2022/2023 Transportation Development Act Article 3 Pedestrian/Bicycle Project Funding Findings

1. That the City of San Carlos is not legally impeded from submitting a request to the Metropolitan Transportation Commission for the allocation of Transportation Development Act (TDA) Article 3 funds, nor is the City of San Carlos legally impeded from undertaking the project(s) described in “Attachment B” of this Resolution.

2. That the City of San Carlos has committed adequate staffing resources to complete the project(s) described in Attachment B.

3. A review of the project(s) described in Attachment B has resulted in the consideration of all pertinent matters, including those related to environmental and right-of-way permits and clearances, attendant to the successful completion of the project(s).

4. Issues attendant to securing environmental and right-of-way permits and clearances for the projects described in Attachment B have been reviewed and will be concluded in a manner and on a schedule that will not jeopardize the deadline for the use of the TDA funds being requested.

5. That the project(s) described in Attachment B comply with the requirements of the California Environmental Quality Act (CEQA, Public Resources Code Sections 21000 et seq.).

6. That as portrayed in the budgetary description(s) of the project(s) in Attachment B, the sources of funding other than TDA are assured and adequate for completion of the project(s).

7. That the project(s) described in Attachment B are for capital construction and/or final design and engineering or quick build project; and/or for the maintenance of a Class I bikeway which is closed to motorized traffic and/or Class IV separated bikeway; and/or for the purposes of restriping Class II bicycle lanes; and/or for the development or support of a bicycle safety education program; and/or for the development of a comprehensive bicycle and/or pedestrian facilities plan, and an allocation of TDA Article 3 funding for such a plan has not been received by the City of San Carlos within the prior five fiscal years.

8. That the project(s) described in Attachment B which are bicycle projects have been included in a detailed bicycle circulation element included in an adopted general plan, or included in an adopted comprehensive bikeway plan (such as outlined in Section 2377 of the California Bikeways Act, Streets and Highways Code section 2370 et seq.) or responds to an immediate community need, such as a quick-build project.

9. That any project described in Attachment B bicycle project meets the mandatory minimum safety design criteria published in the California Highway Design Manual or is in a National Association of City and Transportation Officials (NACTO) guidance or similar best practices document.

10. That the project(s) described in Attachment B will be completed in the allocated time (fiscal year of allocation plus two additional fiscal years).

11. That the City of San Carlos agrees to maintain, or provide for the maintenance of, the project(s) and facilities described in Attachment B, for the benefit of and use by the public.

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Packet Pg. 1870 Attachment: Resolution with Attachments A and B (TDA Act Article 3 Ped/Bike Project Funding) TDA Article 3 Claim Applications Page 1
Resolution No. 2022 – ___
Attachment B
TDA Article 3 Project Application Form
Fiscal Year of this Claim: 2022-23 Applicant: City of San Carlos Contact person: Vatsal Patel, Senior Engineer
Mailing Address: 600 Elm St, San Carlos, CA 94070
E-Mail Address: [email protected] Telephone: (650) 802-4202 Secondary Contact (in event primary not available): Evan Cai, Civil Engineering Assistant E-Mail Address: [email protected] Telephone: (650) 802-4196 Project Title (Short Description): San Carlos Avenue Pedestrian Safety Improvement Project – Phase III C1806
Amount of claim: $400,000
Description of Overall Project:

Project Scope Proposed for Funding: (Project level environmental, preliminary planning, and ROW are ineligible uses of TDA funds.)
Project Budget and Schedule
Project Eligibility: YES?/NO
?
A. Has the project been approved by the claimant's governing body? (If "NO," provide the approximate date approval is anticipated).

Yes
B. Has this project previously received TDA Article 3 funding? If "YES," provide an explanation on a separate page.

No
Installation of sidewalk, curb and gutter, bike lane, and traffic striping and pavement marking improvements along San Carlos Avenue between Wellington Drive and Beverly Drive.

Construction
Project
Phase
TDA 3 Other Funds Total Cost
Estimated Completion
(month/year)
Bike/Ped
Plan
-
ENV -

PA&ED -
PS&E 270,000 270,000 Sep-22
ROW -
CON 400,000 930,000 1,330,000 Jun-22
Total Cost 400,000 1,200,000 1,600,000

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Packet Pg. 1871 Attachment: Resolution with Attachments A and B (TDA Act Article 3 Ped/Bike Project Funding) MTC Prog. & Alloc. Section April. 2005 TDA Article 3 Claim Applications Page 2 C. For "bikeways," does the project meet Caltrans minimum safety design criteria pursuant to Chapter 1000 of the California Highway Design Manual? (Available on the internet via:
http://www.dot.ca.gov).

Yes
D. Has the project been reviewed by the Bicycle and Pedestrian Advisory Committee? (If "NO," provide an explanation).

Yes
E. Has the public availability of the environmental compliance documentation for the project (pursuant to CEQA) been evidenced by the dated stamping of the document by the county clerk or county recorder? (required only for projects that include construction).

No
F. Will the project be completed before the allocation expires? Enter the anticipated completion date of project (month and year) June 2023
Yes
G. Have provisions been made by the claimant to maintain the project or facility, or has the claimant arranged for such maintenance by another agency? (If an agency other than the Claimant is to maintain the facility provide its name:

City of San Carlos )
Yes

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Packet Pg. 1872 Attachment: Resolution with Attachments A and B (TDA Act Article 3 Ped/Bike Project Funding)

CITY COUNCIL

STAFF REPORT
MEETING DATE: May 23, 2022
ITEM TITLE: Adopt a Resolution Approving the Toll Facility Equipment License with the San Mateo County Express Lanes Joint Powers Authority for Long-Term Operation of the San Mateo County Express Lanes Facility Within the City Right-Of-Way and Authorizing the City Manager to Execute the License Agreement.

RECOMMENDATION:

Staff recommends that the City Council adopt a Resolution approving the Toll Facility Equipment License with the San Mateo County Express Lanes Joint Powers Authority (“SMCEL-JPA”) for long-term operation of the San Mateo County Express Lanes Facility within the City’s right-of-way and authorize the City Manager to execute the license agreement.

FISCAL IMPLICATIONS:

No fiscal impact is associated with approving the license agreement.

BACKGROUND:

The San Mateo County US-101 Express Lanes Project will be complete in 2022 and commencement of tolling is anticipated to begin late 2022 or early 2023. Caltrans will release its contractor, Kiewit, of their maintenance responsibilities as well as insurance requirements for the constructed infrastructure, at which point, ownership of the express lanes will transfer to the SMCEL-JPA.

During April 2020, the City of San Carlos issued encroachment permits to Kiewit for the installation of toll system facilities within the City’s right-of-way. Installation is now complete. As such, it is necessary for the City to enter into a license agreement with SMCEL-JPA to formalize its permanent placement of toll system facilities (conduit, pull boxes, and cabinets) within the City’s right-of-way. A license agreement is necessary to establish the responsibilities of the SMCEL-JPA as it occupies the City’s right-of-way.

ANALYSIS:

The operation of the express lanes requires electric power supply from PG&E facilities located within the City’s right-of-way. In order to access PG&E service, the SMCEL-JPA was required to construct their toll system facility near the PG&E facilities in the City’s right-of-way. Design of the toll system facilities was reviewed by City staff prior to construction to ensure that City

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2 requirements were satisfied. If, in the future, the City requires the space occupied by SMCELJPA’s toll system facilities, the license agreement requires that the SMCEL-JPA relocate them at SMCEL-JPA’s expense.

The license will define the terms to allow SMCEL-JPA to construct, install, operate, maintain, repair, replace, and remove equipment as necessary for the operation of the express lane toll facility. If the operation of the express lanes ends, this equipment will be removed by SMCELJPA within one year of the termination of the express lanes.

The attached draft license agreement was drafted by SMCEL-JPA legal counsel and reviewed by the City Attorney. The following exhibits will be attached to this agreement:
 Exhibit A contains plan sheets and photos with descriptions illustrating Caltrans’ and the City’s right-of-way limits, as well as the property/premises on which the toll equipment facilities are installed.
 Exhibit B lists the insurance requirements which exceed or are equivalent to what the City may require of contractors, both in terms of the insured entities and the amounts of coverage.

Staff recommends approval of the Toll Facility Equipment License Agreement to establish the responsibilities of the SMCEL-JPA as its toll facilities occupy the City’s right-of-way.

ALTERNATIVES:

The alternatives available to the City Council include:

1. Adopt a Resolution approving the Toll Facility Equipment License with the San Mateo County Express Lanes Joint Powers Authority for long-term operation of the San Mateo County Express Lanes Facility within the City’s right-of-way and authorize the City Manager to execute the license agreement.; or

2. Do not adopt the Resolution; or

3. Provide staff with alternative direction.

Respectfully submitted by:

Steven Machida,
Public Works Director
Approved for submission by:
_________________________
Jeff Maltbie, City Manager

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3 ATTACHMENT(S):

1. Resolution

2. License Agreement

3. Exhibit A to Agreement - Description of Property, Premises, and Facilities

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RESOLUTION NO. 2022 – ____

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN CARLOS

APPROVING THE TOLL FACILITY EQUIPMENT LICENSE WITH THE SAN MATEO

COUNTY EXPRESS LANES JOINT POWERS AUTHORITY FOR LONG-TERM OPERATION OF THE SAN MATEO COUNTY EXPRESS LANES FACILITY WITHIN THE CITY RIGHT-OFWAY AND AUTHORIZE THE CITY MANAGER TO EXECUTE THE LICENSE AGREEMENT.

WHEREAS, the San Mateo County US-101 Express Lanes Project will be complete in 2022 and commencement of tolling is anticipated for late 2022/early 2023; and WHEREAS, Caltrans will release the contractor, Kiewit, of their maintenance responsibilities as well as insurance requirements for the constructed infrastructure, at which point ownership of the express lanes will transfer to the San Mateo County Express Lanes Joint Powers Authority (SMCELJPA); and WHEREAS, during April 2020, the City of San Carlos issued encroachment permits to Kiewit for the installation of toll system facilities within the City’s right-of-way; and WHEREAS, as the installation is now complete, it is necessary for the City to enter into a license agreement with SMCEL-JPA to formalize its permanent placement of toll system facilities (conduit, pull boxes, and cabinets) within the City’s right-of-way; and WHEREAS, the operation of the express lanes requires electric power supply from PG&E facilities located within the City’s right-of-way. In order to access PG&E service, the SMCEL-JPA was required to construct their toll system facility near the PG&E facilities in the City’s right-of-way; and WHEREAS, design of the toll system facilities was reviewed by City staff prior to construction to ensure that City requirements were satisfied; and
WHEREAS, if, in the future, the City requires the space occupied by the SMCEL-JPA facilities, the license agreement requires that the SMCEL-JPA relocate them at SMCEL-JPA’s expense; and WHEREAS, the license will define the terms to allow SMCEL-JPA to construct, install, operate, maintain, repair, replace, and remove equipment as necessary for the operation of the toll facility of the express lanes; and
WHEREAS, if the operation of the express lanes ends, this equipment will be removed by SMCEL-JPA within one year of the termination of the express lanes; and WHEREAS, the license agreement was drafted by SMCEL-JPA legal counsel and reviewed by the City Attorney. The following exhibits will be attached to this agreement:
 Exhibit A contains plan sheets and photos with descriptions which illustrate Caltrans’ and the City’s right of way limits, as well as the property/premises on which the toll equipment facilities are installed.

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Packet Pg. 1876 Attachment: Resolution (Express Lane License Agreement)  Exhibit B are the insurance requirements which exceed or are equivalent to what the City may require of contractors, both in terms of the insured entities and the amounts of coverage; and
WHEREAS, staff recommends approval of the Toll Facility Equipment License Agreement to establish the responsibilities of the SMCEL-JPA as its toll facilities occupy the City’s right-of-way.

NOW, THEREFORE BE IT RESOLVED, that the San Carlos City Council hereby approves the Toll Facility Equipment License with the San Mateo County Express Lanes Joint Powers Authority for long-term operation of the San Mateo County Express Lanes Facility within the City right-of-way and authorizes the City Manager to execute the license agreement. * * * * *
I, Crystal Mui, City Clerk, hereby certify that the foregoing Resolution was duly and regularly passed and adopted by the City Council of the City of San Carlos at a scheduled meeting thereof held on the 23rd day of May 2022, by the following vote:

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Packet Pg. 1877 Attachment: Resolution (Express Lane License Agreement) SR #4842-3656-2662 v1

LICENSE
This LICENSE AGREEMENT (“License”), made and entered into this day of ____, 20____, by and between the City of San Carlos, California, a municipal corporation (“Licensor”) and the San Mateo County Express Lanes Joint Powers Authority (“Licensee”). Together the Licensor and Licensee are referred to herein as “the Parties.”

RECITALS
A. The Licensor owns or controls a certain parcel, easement or public right-of-way (the “Property”) more particularly described in Exhibit A.

B. The Licensee wishes to install facilities for long-term operation of the San Mateo County Express Lanes Project on the portions of the Licensor’s Property as shown in Exhibit A (the “Premises”).

C. The Licensor agrees that Licensee may install the Facilities on the Premises so long as Licensee maintains the Facilities under terms established by this License.

NOW, THEREFORE, THE PARTIES AGREE AS FOLLOWS:

1. License. Subject to the terms and conditions of this License, the Licensor licenses Licensee to construct, install, operate, maintain, repair, replace, and remove equipment as necessary for the operation of the San Mateo County Express Lanes Project (the “Facilities”) on the Premises as more particularly shown on the drawing which is attached hereto as Exhibit A to this License.

2. Use. Licensee shall use the Premises solely for purposes of the operation of the San Mateo County Express Lanes Project. This License is limited to the usage expressly allowed and described in this agreement. Unless specifically provided otherwise herein, the Licensee shall have no right to locate any surface installation or to install fencing on any portion of the Premises. Licensee shall not during construction or otherwise, in City’s sole and reasonable judgment, impede access to or in any way obstruct, interfere with or hinder the use of any City property.

3. Term and Termination. The term of this License shall commence upon issuance of all City approvals and/or entitlements required for installation of the Facilities, including but not limited to an encroachment permit. The term shall of this License shall cease when this License is terminated pursuant to this section of this License. Licensor may terminate this License in the event of Licensee’s default of any License provisions and failure to cure within 60 days of written notice provided pursuant to Paragraph 23 of this License, or at any time with 120 days of written notice provided pursuant to Paragraph 23 of this License.

4. Installation and Conformity with Approved Plans and Specifications. At its own expense, Licensee shall design, install and construct the Facilities of such material, and in a manner that will not at any time be a source of danger to, or interfere with the Licensor’s present or future use of the Premises, including but not limited to, use of the Premises as public right-of-way, or the use of the Premises by any utility presently franchised by the Licensor with installations in place at the time this License is entered into. If prior to installation, Licensor determines that the Licensee’s proposed installation will interfere with existing or proposed Licensor installations

7.m.2
Packet Pg. 1878 Attachment: License Agreement (Express Lane License Agreement) SR #4842-3656-2662 v1
or any underground installations that predate this License, then Licensee shall at its sole expense redesign the Facilities to eliminate the interference as described by Licensor.

The Facilities shall be constructed, installed, and maintained in conformity with the Licensorapproved plans and specifications, which are incorporated and hereby approved by reference.

The Parties agree that the presentation of plans and specifications of the Facilities shall be a discretionary approval of the plan or design by the Licensee and a determination by Licensee that such plans or design are reasonable, and that the approval of the plans and specifications shall be a discretionary approval of the plan or design by the Licensor and a determination by Licensor that the plans and designs are reasonable. Before performing any construction, Licensee’s contractors shall obtain all permits and insurance required by Licensor for work within the right-of-way and will pay all fees and reimburse Licensor for all reasonable and necessary costs incurred in inspecting and supervising the work performed.

After installation of the Facilities, Licensee shall back-fill, compact, repair and repave all resulting trenches, curbs, gutters and pavement to the satisfaction of the Licensor, in accordance with Licensor’s standard designs and specifications.

If, in the sole judgment of Licensor, Licensee at any time fails to perform its obligations under this section, Licensor, at its option, may perform whatever work it deems necessary for the public safety, health and welfare, and Licensee shall reimburse Licensor within thirty (30) days after Licensor invoices Licensee for the actual cost to Licensor of performing such work.

However, Licensor is not required to perform such work, and any failure by Licensor to perform Licensee’s obligations shall not release Licensee from liability for any loss or damage caused by Licensee’s failure to perform its obligations.

Installation and maintenance of the Facilities shall be accomplished in a manner which will not unreasonably impede Licensor’s access to the Premises or impede its use for operation and maintenance of infrastructure, as determined by Licensor. The timing and manner of such construction, maintenance, and removal shall be done in compliance with the Licensor’s requirements.

If the Facilities or any part thereof creates an emergency condition, and Licensor determines that the situation makes it unreasonable to notify Licensee or await action by Licensee, Licensor may take whatever actions it deems necessary to remedy the emergency situation at the sole expense of Licensee and Licensee will reimburse the Licensor within thirty (30) days after the Licensor invoices Licensee for its actual cost of performing such work.

5. Removal. If operation of the San Mateo County Express Lanes permanently ends or ceases for a period of time greater than 12 months, or should the Facilities be rendered unusable, infeasible or no longer necessary, Licensee agrees, at its sole cost and expense to remove the Facilities within one year of the Facilities use ceasing.

6. Licensee shall repair any damage to the Premises where such damage is caused by Licensee, any of its agents, representatives, employees, contractors, or subcontractors, as a result of the installation, construction, operation, maintenance, and repair of the Facilities, at its sole cost, as soon as possible, but in no event more than ten (10) days from the date Licensee first receives notice of such damage, except those repairs which require more than ten (10) working days to repair as long as Licensee has commenced the repairs within such period and thereafter

7.m.2
Packet Pg. 1879 Attachment: License Agreement (Express Lane License Agreement) SR #4842-3656-2662 v1
diligently pursues the repair to completion. All repairs shall be performed to the reasonable satisfaction of the City. If Licensee fails to repair or refinish any such damage, City may, in its sole discretion, repair, or refinish such damage and Licensee shall reimburse City for all costs and expenses incurred in such repair or refinishing.

7. As-Builts. Upon completion of the construction and installation of the Facilities, the Licensee shall promptly provide Licensor with one set of reproducible as-built, record drawings, reflecting construction and installation as actually accomplished.

8. Location Markers and Marking. As deemed necessary by Licensor, Licensee shall furnish, install, and place signs to give notice and location of the Facilities. Licensee shall install permanent markers situated so as not to impede use of the Premises by the Licensor, members of the public or currently franchised utilities on each side of the public right-of-way where the Facilities cross the right-of-way. The permanent markers placed inside the Facilities shall indicate the location of the Facilities, the name and address of Licensee, and a telephone contact number for information regarding the Facilities. Licensee shall conduct periodic inspections of the markers to ensure that such markers are legible and in place as required herein. Licensee shall provide access to the Facilities whenever requested to do so by Licensor, any franchised utility, and any licensed contractor excavating near the Facilities.

9. Indemnity. Licensee agrees to indemnify, defend (with counsel approved by City) and hold harmless the Licensor and its elected and appointed officials, agents and employees from any claims, actions, losses, liabilities, damages, costs, expenses, suits or other proceedings arising from or out of the acts or omissions of the Licensee, its agents, representatives, contractors or subcontractors or arising from Licensee’s rights and obligations under this License, including the failure of the Licensee, its agents, representatives, contractors or subcontractors to perform any act or duty required of the Licensee herein, except to the extent any claims, actions, losses, liabilities, damages, costs, expenses, suits or other proceedings are caused by the active negligence or willful misconduct of the City or design specifications imposed by City staff as conditions.

10. Insurance. During the Term of this License, Licensee shall obtain and maintain the insurance set forth in Exhibit B to this Agreement.

11. Damages. Licensee shall repair or pay for all actual damages to the Premises, caused by Licensee’s activities.

12. Interference. Whenever, after Licensee installs the Facilities, Licensor determines that the Facilities are not located as indicated on as-built plans provided to Licensor by the Licensee, and the Facilities interfere with Licensor’s use of the Premises, Licensee shall immediately relocate the Facilities to another location approved in advance by Licensor, at Licensee’s sole expense, restoring the surface to its prior condition.

If the Facilities are at the location indicated on the as-built plans provided to Licensor by Licensee and the Facilities interfere with Licensor’s use of the Premises, Licensor will provide written notice to Licensee that relocation of the Facilities is required and the Licensee shall relocate the Facilities within ninety (90) days of notice to the new location as approved in advance by Licensor, at Licensee’s sole expense, restoring the surface to its prior condition.

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Packet Pg. 1880 Attachment: License Agreement (Express Lane License Agreement) SR #4842-3656-2662 v1

13. Interference with Utility. Whenever, after Licensee installs the Facilities, Licensor determines that the Facilities are not located as indicated on as-built plans provided to Licensor by Licensee, the Facilities interfere with the reasonable use of the Premises by a utility holding a franchise issued prior to execution of this License, Licensee shall immediately relocate the facility to a location approved in advance by Licensor. None of the related costs shall be paid by Licensor. If the Facility is at the location indicated on the as-built plans provided to the Licensor by the Licensee and it is alleged by a utility franchised by the Licensor prior to the execution of this License that the Facility interferes with the previously-franchised utility’s use of the Licensor’s Property, the Licensee shall make a good faith effort to negotiate with the previously-franchised utility to resolve any conflict. None of the related costs shall be paid by the Licensor. The Licensee and the previously franchised utility shall determine between themselves who will pay the cost of relocation and restoration of the surface. [first in time, first in right]

14. Installation by Third Party. Unless required by a pre-existing agreement, state or federal law, applicable government regulation, or order from a court of competent jurisdiction, Licensor shall not voluntarily permit, authorize or approve any installation or construction by a third party that would deprive Licensee of, or unreasonably interfere with Licensee’s use and enjoyment of, the Premises during the term of the License. If any road, street, sidewalk, passageway, fire alarm, electric light or power line, waterline, storm drain, sanitary sewer line, gas line, telephone pole, telephone line or other utility, appurtenances or facility is placed along or across the Facilities by any entity other than Licensor, and the construction requires the Licensee to relocate the Facilities, then that entity and the Licensee shall determine between themselves who will pay the cost of relocation and the restoration of the surface. None of the related costs shall be paid by Licensor.

15. Waiver. The waiver by either party of any breach or violation of any term, covenant, or condition of this License shall not be deemed a waiver of such term, covenant, condition, ordinance, or law, or of any subsequent breach or violation of the same or of any other term, covenant, condition, ordinance, or law.

16. Entire Agreement. This License contains the entire agreement of the parties regarding the Facilities and supersedes any and all other agreements or understandings, oral or written, whether previous to the execution hereof or contemporaneous herewith.

17. Changes. Changes to this License are not binding unless made in a written amendment to this License duly authorized by each of the Parties.

18. Binding Effect and Authority. This License is binding upon and inures to the benefit of the successors and/or assigns of the parties. Each individual executing this License on behalf of a party entity represents and warrants that he or she is duly authorized to execute this License on behalf of that party.

19. Compliance with Laws. The Licensee and its contractors shall comply with all federal, state, and local laws, ordinances, regulations, and rules and will not discriminate illegally against any person.

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Packet Pg. 1881 Attachment: License Agreement (Express Lane License Agreement) SR #4842-3656-2662 v1

20. Venue and Governing Law. This License is governed by and construed and enforced in accordance with the laws of the State of California. In the event of litigation, venue will be in the County of San Mateo.

21. Construction and Severability. If any part of this License is held to be invalid or unenforceable, the remainder of this License will remain valid and enforceable if the remainder of the License is reasonably capable of completion.

22. Assignment. The Licensee may only assign its obligations under this Agreement with the prior written consent of City, which will not be unreasonably withheld. In connection with any such assignment, Association and its assignee will execute and deliver to City a written assignment and assumption agreement in a form acceptable to the City Manager and City Attorney

23. Notice. For purposes of giving formal written notice to the Licensee, the Licensee’s address is:

San Mateo County Express Lanes Joint Powers Authority
555 County Center, 5th Floor
Redwood City, CA 94063
For purposes of giving formal, written notice to Licensor, Licensor’s address is:

San Carlos City Hall
Public Works Department
600 Elm Street
San Carlos CA 94070
Written notice must be made either personally or by regular United States Mail. If the notice is mailed, the notice will be complete when deposited in the United States Mail, postage paid, and addressed as required in this section. Notice of change of address will be given in the same manner as required by this Section.

EXHIBITS
Exhibit A – Description of Property, Premises, and Facilities Exhibit B – Insurance Requirements

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Packet Pg. 1882 Attachment: License Agreement (Express Lane License Agreement) SR #4842-3656-2662 v1
IN WITNESS WHEREOF, the parties hereto have set their hands and seals the day and year first above written.

CITY OF SAN CARLOS SAN MATEO COUNTY EXPRESS LANES

JOINT POWERS AUTHORITY
By: By:

DON HORSLEY
CHAIR
Approved as to form: Approved as to form:

By: By:

Timothy Fox
Legal Counsel

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Packet Pg. 1883 Attachment: License Agreement (Express Lane License Agreement) SR #4842-3656-2662 v1

EXHIBIT A
Description of Property, Premises, and Facilities

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Packet Pg. 1884 Attachment: License Agreement (Express Lane License Agreement) SR #4842-3656-2662 v1

EXHIBIT B
Insurance Requirements
Licensee, at its own cost and expense, will maintain the following insurance coverages once toll equipment is installed and owned by the Licensee:

Property Insurance.

Property insurance with Special Form coverage including theft, but excluding earthquake, with limits at least equal to the replacement cost of the toll equipment property.

Liability Insurance.

General Liability insurance at a $1M limit per occurrence and a general aggregate limit of $2M for bodily injury and property damage arising from the ownership of the installed toll equipment.

A separate Contractor will maintain the toll equipment and will assume direct liability for such maintenance, but Licensee will have vicarious liability protection for the ownership of the toll equipment. Licensee will require that such maintenance contractor will have at least $1M in liability insurance limits.

7.m.2
Packet Pg. 1885 Attachment: License Agreement (Express Lane License Agreement)

ENAL SRPXE

EXPRSLANE
570 8 9 1 2

FOR VARIABLE TOLL MESSAGE SIGN
FOUNDATION PAD FOR MODEL 332L CABINET
TOLLING ITEM #2:
"NE1" LINE
SB ROUTE 101
R/W
R/W
R/W
R/W
9 570 1 2
NB ROUTE 101
e
v
A
NA
T
TI
R
B

ON WOOD POST

VARIABLE TOLL MESSAGE SIGN
TOLLING ITEM #1:

ENCLOSURE NO. T07600

TYPE III-AF SERVICE EQUIPMENT
TOLLING ITEM #3:

ON TYPE 1-B STANDARD

PHOTOELECTRIC UNIT
TOLLING ITEM #4:

PG&E
From Station 56
City of S
Tolling Equip
R/W
R/W

7.m.3
Packet Pg. 1886 Attachment: Exhibit A to Agreement - Description of Property, Premises, and Facilities (Express Lane License Agreement)

ENAL SRPXE
LANE
575
6 7 8
From Station 579+00 to 580+00
City of San Carlos
Tolling Equipment within
SB ROUTE 101
"NE1" LINE
NB ROUTE 101
R/W
R/W
SKYWAY Rd
575 6 7 8

7.m.3
Packet Pg. 1887 Attachment: Exhibit A to Agreement - Description of Property, Premises, and Facilities (Express Lane License Agreement) 600
1 2 3

ENAL SRPXE

EXPRSLANE
From Station 600+00 to 605+00
City of San Carlos
Tolling Equipment within
R/W
600 1 2 3
ENC

TYPE III-AF S

FOR UNINTERRUPT

FOUNDATION PAD FOR M

FOR ELECTR

FOUNDATION PAD FOR M

7.m.3
Packet Pg. 1888 Attachment: Exhibit A to Agreement - Description of Property, Premises, and Facilities (Express Lane License Agreement)

ENAL SRPXE

EXPRSLANE
620 8 9 1
From Station 617+50 to 623+50
City of San Carlos
Tolling Equipment within
ENCLOSURE NO. T08511TYPE III-AF SERVICE EQUIPMENT TOLLING ITEM #10:

SHOREWAY Rd
R/W
PG&E
WITH SIDE LOUVERSINSIDE NEMA 3R ENCLOSURE STEP-UP TRANSFORMER TOLLING ITEM #11:
8 9 620 1
375 SHOREWAY Rd

7.m.3
Packet Pg. 1889 Attachment: Exhibit A to Agreement - Description of Property, Premises, and Facilities (Express Lane License Agreement)

ENAL SRPXE
625
4 6 7
From Station 623+50 to 628+00
City of San Carlos
Tolling Equipment within
R/W
)5fo4teehS(ENILHCTAM
7 6 625 4
333 SHOREWAY Rd

7.m.3
Packet Pg. 1890 Attachment: Exhibit A to Agreement - Description of Property, Premises, and Facilities (Express Lane License Agreement)

7.m.3
Packet Pg. 1891 Attachment: Exhibit A to Agreement - Description of Property, Premises, and Facilities (Express Lane License Agreement)

7.m.3
Packet Pg. 1892 Attachment: Exhibit A to Agreement - Description of Property, Premises, and Facilities (Express Lane License Agreement)

CITY COUNCIL

STAFF REPORT
MEETING DATE: May 23, 2022
ITEM TITLE: Mayoral Report, Hearing and Consideration of Imposition of Sanctions After Code of Conduct and Ethics Investigation (City Treasurer).

INTRODUCTION:

The City Code of Conduct and Ethics Policy (“Code of Conduct”) (enclosed as Attachment 1) contemplates an investigation by the Mayor and a report to the City Council for potential action on appropriate sanctions. The Mayor requested assistance from the City Attorney in conducting an investigation concerning allegations that Inge Tiegel, the elected City Treasurer, may have violated the Code of Conduct. The following is the required report prepared by the City Attorney and approved by Mayor Sara McDowell.

FISCAL IMPLICATIONS:

There are no fiscal implications for this item.

BACKGROUND:

On Monday, April 18, 2022, the City Manager received an unsolicited email from the City Treasurer, Inge Tiegel, concerning the proposed Moratorium and Interim Ordinance that had been published for a public hearing on the April 25, 2022 City Council Agenda and after the affected stakeholders were notified separately. The email included a forward of an email sent to several individuals and a separate message to the City Manager requesting he provide information she could use to oppose the proposed action as City Treasurer. This email was forwarded to the Mayor and City Attorney on April 19, 2022. The emails together state that Ms.

Tiegel is an owner of a property located at 205 Old County Rd., San Carlos (the ”Property”), located in the Moratorium area, was a member of the Harbor Industrial Association, that she was personally against the proposal, and that she desired to obtain information she could use to oppose the issue. A copy of the email received by the City Manager is enclosed as Attachment

2. After reading through the email, the City Manager determined that he could not comply with the Treasurer’s request for assistance in crafting arguments for opposition to an upcoming Council item.

The email was forwarded by the City Manager to the City Attorney for review on Tuesday, April

19. The City Attorney told the City Manager to not respond to the email.

After review of the Treasurer’s emails and the City Treasurer’s FPPC form 700, it became clear that several provisions of the Code of Conduct may have been violated.

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Packet Pg. 1893
2 On April 21, 2022 the Mayor, City Attorney, City Manager, and Assistant City Manager met in person with the City Treasurer to discuss the allegations and the amendment of the agenda to provide for an initial report that was presented at the April 25, 2022 meeting. At the meeting, the allegations were generally reviewed with Ms. Tiegel.

At the meeting, Ms. Tiegel advised that she was not actually a property owner of real property subject to the Moratorium but had listed the property on her form 700 disclosures out of an abundance of caution. She further explained that the Property located at 205 Old County Rd. is owned by a limited liability company (“LLC”) in which she is neither a manager nor member, and that its owners are two irrevocable trusts controlled by her father and uncle, and her two aunts.

On May 2, 2022, the City Attorney met with Ms. Tiegel to review documents concerning ownership and control of the Property. The City Attorney was able to verify through review of the deed to the Property that Ms. Tiegel is not an owner or member of the LLC. Ms. Tiegel is a contingent beneficiary of the irrevocable trust controlled by her father. Her father can control the disposition of the property on his death through powers granted under the Trust. Should Ms.

Tiegel inherit a portion of the Property through the Trust, her interest would be 1/12 of the Property or 8.33%. The remaining members of the LLC also have the right to purchase a current members interest on death of a member, further removing her from potential ownership.

At its April 25, 2022 meeting, the City Council heard a new complaint from former Councilmember Mark Olbert concerning a message she left for him arising out of his rental of a room at the Adult Community Center for a community forum. The City Attorney contacted him about his complaint on May 12. Mr. Olbert indicated that he had two interactions with the City Treasurer concerning an event he was planning at the Adult Community Center. The first was a “NextDoor” post in which she posed a question: “totally surprised that you didn’t include any women or minorities on your panel, Mark. Just curious if you even considered it…” Mr. Olbert provided a response explaining his outreach to past elected officials and how his proposed panel developed. Ms. Tiegel then further posted thanking him for the explanation, advising him to check with the City Manager regarding use of the Adult Community Center and the reimbursement of incurred costs for the room, staff time, etc., and confirmed that she had left him a voicemail on the subject. She also stated, “As the City Treasurer, I want to make sure that the City facilities are used for the benefit of our citizens, and within the guidelines of our Parks and Rec department”. A final reference was made supporting the concept of getting people engaged and interested in running for Council but that his event may need to be virtual. A copy of the NextDoor posts are enclosed as Attachment 3.

Mr. Olbert provided a recording of the voice message left by the City Treasurer about ensuring that he had received approval for his proposed event and that he would be paying for the cost of the room, including set up, and that she would be contacting the City Manager about her concerns.

Mr. Olbert had already rented a room at the Adult Community Center for his program and paid the appropriate fee per City policies.

In the April 25, 2022 agenda packet, the initial allegations of violation of the Code of Conduct included:

1. Legal and Ethical Standards under Section 8, including:
a. Avoidance of the Appearance of a Conflict of Interest (Section 8K); b. Legal Requirements (Section 8M);

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Packet Pg. 1894
3 c. The Political Reform Act (Section 8O);

2. City Officials Relation with City Staff under Section 10, including:
a. Attempt to Direct the City Manager (Section 10v);
b. Use of Official Position to Influence Staff (Section 10x)

3. Representing an Official City Position on an Issue/Item under Section 12, including:
a. Use of Elected Title (Section 12A)
b. Sharing Personal Opinions Using Official Position (Section 12D); The complaint from Mark Olbert implicates Section 11 – City Officials Relation with the General Public. It appears Section 11A is potentially implicated, which states that City officials should always clearly demonstrate their respect for members of the public, both in word and deed.

ANALYSIS:

The City Attorney assisted the Mayor in review of the allegations and facts to generate this report for approval by the Mayor. Under Section 4 of the Code of Conduct, the City Treasurer is an elected official entrusted to ensure safe management of funds, increase investment potential, minimize risk, and consider the financial needs of the community. The position oversees the internal control and safety of the City’s funds and works closely with the City’s finance division to meet the shared goals of appropriate internal control, prudent investments, and cost effective financial services. The City Treasurer also reviews payroll and vendor warrants and other documents, provides investment advice, and responds to inquiries.

After determining that a violation may have occurred, Section 15 of the Code of Conduct provides that the Mayor prepare a formal report of her findings to the City Council at a public meeting. At the meeting, the Council will accept testimony on the matter and determine whether a violation of the Code of Conduct occurred. Analysis of each violation and the appropriate findings are described in order below.

Legal and Ethical Standards Under Section 8 of the Code of Conduct:

Avoidance of the Appearance of a Conflict of Interest (Section 8K) This section of the Code of Conduct is intended to require that elected and appointed officials avoid even the appearance of a conflict between public duties and personal interests. The City Treasurer likely violated this provision by representing herself as a property owner in the area subject to the proposed Moratorium and as a member of the Harbor Industrial Association. As a member of an association and representing herself as an owner of property in the area to be considered for the Moratorium, she sought to influence a pending City Council agenda item by communicating with the City Manager (an official) using her title as City Treasurer, in an effort to oppose that decision and lend credibility to her personal opposition to the issue. This created a clear appearance of a conflict of interest, likely violating this provision.

Legal Requirements (Section 8M)
The investigation reveals this provision was likely not violated.

The Political Reform Act (Section 8O)
The investigation reveals that this provision was likely not violated. Ms. Tiegel is not an owner of the Property. Although she could inherit a 1/12 interest in the property in question, this is below the 10% threshold for materiality for indirect interests and she is not assured to receive the interest due to powers in the trust and the provisions of the

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Packet Pg. 1895
4 LLC membership documents. See Government Code Section 82033 and Regulation 18234)
City Officials Relation with City Staff under Section 10:

Attempt to Direct the City Manager (Section 10v)
This provision of the Code of Conduct was likely violated. City Officials are admonished not to direct the City Manager or City staff to initiate any action, change a course of action, or prepare any report without the approval of the Council. Here the City Treasurer, in sending this email, attempted to direct the City Manager to provide her with information she could use to oppose the Moratorium proposed, requested the City Manager cooperate with her in this effort, and based on the context in the email, intended to prepare a report or other document to oppose the measure.

Use of Official Position to Influence Staff (Section 10x) The investigation reveals this provision was likely not violated. Although there was an attempt to influence the City Manager as described above, it does not appear that Ms. Tiegel has a financial interest in the Property, which is required for a violation of this section.

City Officials Relation with the General Public (Section 11A) The second paragraph of this policy begins with the statement that City officials should always clearly demonstrate their respect for members of the public, both in word and deed. The City Treasurer likely violated this provision in communicating on NextDoor to Mark Olbert, a private citizen in a forum available to members of the service. The statements in the initial post were accusatory and could be interpreted as an attack on Mr. Olbert’s state of mind with regard to participation of women and minorities in his event, prompting him to explain his intentions and process. In addition, her follow up posts, again available to the members of NextDoor, raised the implication that Mr. Olbert was not following City protocols and was not planning on paying for the room rental (which is based on the costs to the City of providing the room).

Representing an Official City Position on an Issue/Item under Section 12:

Use of Elected Title (Section 12A)
The City Treasurer likely violated this provision because she used her official title as the elected City Treasurer for personal reasons in the email to the members of the Harbor Industrial Area (“HIA”) and to the City Manager. She also used her title in NextDoor posts stating that the City Treasurer is involved in oversight of the use of City facilities that were visible to members of the service, likely exceeding her role of the City Treasurer as provided in the Code of Conduct.

Sharing Personal Opinions Using Official Position (Section 12D) The City Treasurer likely violated this provision because she shared without clarifying that the statements in the emails to the HIA members and the City Manager and NextDoor posts were her personal opinions and were not reasonably related to her duties as City Treasurer.

Discipline and Sanctions
Section 15 of the Code of Conduct provides the Council may impose sanctions based on the report and testimony it receives, “… including warning, formal censure and other forms of discipline or reporting”.

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Packet Pg. 1896
5 Conclusion
Based on the findings of the investigation, the City Treasurer has likely violated Sections 8K, 10V, 11A, 12A, and 12D of the Code of Conduct. Under the Code of Conduct, the City Council reviews the report, hears relevant testimony and imposes its determination of an appropriate sanction.

ALTERNATIVES:

The alternatives available to the City Council include:

1. Consider this report and the imposition of appropriate sanctions; or

2. Consider report and do not impose sanctions.

Approved:
________________________________
Sara McDowell, Mayor
Respectfully submitted by:

Gregory Rubens,
City Attorney
ATTACHMENT(S):

1. Code of Conduct and Ethics Policy

2. Email to City Manager

3. NextDoor Posts

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Packet Pg. 1897

CITY OF SAN CARLOS

CODE OF CONDUCT & ETHICS POLICY

FOR ELECTED & APPOINTED OFFICIALS
Adopted by Council: 8-2-04
Revised: 10-14-13
9-26-16

8.a.1
Packet Pg. 1898 Attachment: Code of Conduct and Ethics Policy (Treasurer Censure)

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San Carlos City CouncilMay 23, 2022

San Carlos City Council
May 23, 2022