ACOUSTICAL INSULATION
3/4" PLYWOOD
5/8" GYP. BOARD
B.O. LOWER ROOF
+9' - 2"
ELEVATION PER RCP
CONTINUOUS L3 1/2 X 3 1/2 X 1/4"
ACOUSTIC CEILING PANELS
DIRECTLY APPLIED WITH
ADHESIVE, SEE FINISH SCHEDULE
3 N METAL DECK
6" CSF BOX BEAM
B.O. DECK
+8'-8 3/4"
C
ROOM SIDE
STOREFRONT AS SCHEDULE
CONT. SEALANT W/ BACKER
ROD
WALL ASSEMBLY PER PLAN
3" N METAL DECK
6" CFS BOX BEAM
5/8" GYP. BD., FINISH PER
SCHEDULE
1' - 0 3/4"
ACOUSTICAL INSULATION
B.O. METAL DECK
+8'-8 3/4"
B.O. LOWER ROOF
9' - 2"
ELEVATION PER RCP
STOREFRONT
+8' - 0"
7 1/4"
METAL STUD ATTACHED TO
STUD TRACK, TYP.
B.O. LOWER ROOF
+9' - 2"
ELEVATION PER RCP
3 N METAL DECK, FASTEN TO
ANGLE W/ #12 TEK SCREW AT
EA BEARING
R__ BATT INSULATION
ROOF STRUCTURE ABOVE,
SEE SSD
ACOUSTIC CEILING PANELS
DIRECTLY APPLIED WITH
ADHESIVE, SEE FINISH SCHEDULE
5/8" GYP. BOARD
CONTINUOUS L3 X 3 X 3/16" L
ANGLE W/ SDS25300 SCREWS AT
EA WALL STUD @ 16" O.C.
(E) WALL ASSEMBLY PER PLAN
B.O. DECK
+8'-8 3/4"
A
CEILING FINISH PER SCHEDULE
ACOUSTICAL INSULATION
3" N METAL DECK
5/8" GYP. BD.
5/8" GYP. BD. WHERE OCCURS
B.O. LOWER ROOF
9'-2"
B.O. METAL DECK
+8'-8 3/4"
2'x2' TECTUM, SEE
FINISH SCHEDULE
1" x 3" FURRING STRIP, 12" O.C. MAX. SHIM
AS NECESSARY TO BE LEVEL
(E) ROOF STRUCTURE
R__ BATT INSULATION
B.O. LOWER ROOF
9'-2"
ELEVATION PER RCP
2' - 0"
WALL ASSEMBLY PER PLAN
NOTE: EXISTING FINISHES TO REMAIN, U.O.N.
V.I.F. ALL DIMENSIONS AND EXISTING CONDITIONS
FURRING AT PERIMITER TO BE
PAINTED, SEE FINISH SCHEDULE
2'x2' TECTUM, SEE
FINISH SCHEDULE
ELEVATION PER RCP
ROOF STRUCTURE ABOVE,
SEE SSD.
R__ BATT INSULATION
B.O. LOWER ROOF
9'-2"
COMPOUND CEILING, SEE
FINISH SCHEDULE
CONT. SEALANT W/ BACKER ROD
STOREFRONT AS SCHEDULE
ROOM SIDE
FURRING AT PERIMITER TO
BE PAINTED, SEE FINISH
SCHEDULE
3" = 1'-0"
2 ICL - CLERESTORY CEILING @ STAFF ROOM
3" = 1'-0"
3 ICL - TYP. (N)CEILING METAL DECK
3" = 1'-0" 5
ICL - TECTUM & BRICK WALL @ THE STUDIO, TYP.
3" = 1'-0"
1 ICL - TECTUM & STOREFRONT @ THE STUDIO, TYP.
3" = 1'-0" 6
ICL - METAL DECK @ WOOD WALL
3" = 1'-0" 4
ICL - CEILING CASSETTE @ STAFF METAL DECK
ST
07-31-2021
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ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A9.3-2
INTERIOR DETAILS
- CEILING
23604-01
DELTA REVISION DATE
A Addendum A 09/13/2024
C Addendum C 11/01/2024
ROOF STRUCTURE
ABOVE, SEE SSD
CONT. SEALANT W/
BACKER ROD
STOREFRONT AS
SCHEDULE
5/8" GYP. BD. SOFFIT,
WHERE OCCURS
SHADE POCKET
WHERE OCCURS, PTD
(E) 2X10 @ 24" O.C.
3/4"
FURRING AT PERIMITER
TO BE PAINTED, SEE
FINISH SCHEDULE
3/4"
BLOCKING AS REQUIRED
FOR ALL UTILITIES
WOOD GRILLE PLANKS,
SEE FINISH SCHEDULE
(E) ROOF STRUCTURE
ABOVE, SEE S.S.D.
Z-CLIP PER
MANUFACTURER, TYP.
R__ BATT INSULATION
B.O. LOWER ROOF
9' - 2"
ELEVATION PER RCP
WOOD GRILLE PLANKS, SEE
FINISH SCHEDULE
ROOF STRUCTURE
ABOVE, SEE SSD
Z-CLIP PER MANUFACTURER
R__ BATT INSULATION
CONT. SEALANT W/ BACKER ROD
(E) 7 1/2"X3 1/2"X11 1/2" BRICK
STOREFRONT AS SCHEDULED
NOTE: EXISTING FINISHES TO REMAIN, U.O.N.
V.I.F. ALL DIMENSIONS AND EXISTING CONDITIONS
B.O. LOWER ROOF
9' - 2"
ELEVATION PER RCP
SHADE POCKET
WHERE OCCURS, PTD
3/4" , TYP.
CEILING FINISH PER
SCHEDULE
5/8" GYP. BD.
(E) BATT CAVITY
INSULATION
(E) ROOF ASSEMBLY
(E) ROOF JOISTS
B.O. LOWER ROOF
9'-2"
WOOD GRILLE PLANKS, SEE FINISH SCHEDULE
Z-CLIP PER MANUFACTURER
1X3 FURRING STRIP AT 12" O.C
MAX. SHIM AS NECESSARY TO
BE LEVEL, PERPENDICULAR TO
(E) JOIST
(E) 2X10 @ 24" O.C.
3/4" , TYP.
FURRING AT PERIMITER
TO BE PAINTED, SEE
FINISH SCHEDULE
5/8" GYP. BD., PTD.
2 1/8"
ALIGN
MILLWORK F REVEAL
WOOD GRILLE PLANKS,
SEE FINISH SCHEDULE
Z-CLIP PER
MANUFACTURER
1X3 FURRING STRIP AT 12" O.C
MAX. SHIM AS NECESSARY TO
BE LEVEL, PERPENDICULAR TO
(E) JOIST,
B.O. LOWER ROOF
9' - 2"
(E) 2X10 @ 24" O.C.
ELEVATION PER RCP
3/4" , TYP.
FURRING AT PERIMITER
TO BE PAINTED, SEE
FINISH SCHEDULE
5 1/2"
5/8" GYP. BD., PTD.
5/8" GYP. BD., PTD.
A9.3-3
1 LIGHT FIXTURE AS
SCHEDULED, SEE E2.4-1
ALIGN
BLOCKING
SHIM AS REQUIRED
1' - 5 5/8"
BLOCKING AS REQUIRED
FOR ALL UTILITIES
ST
07-31-2021
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A9.3-3
INTERIOR DETAILS
- CEILING
23604-01
3" = 1'-0" 2
ICL - ACOUSTIC WOOD PLANK CEILING & STOREFRONT. @ COMMUNITY MEETING & MARKETPLACE 3" = 1'-0" 3
ICL - ACOUSTIC WOOD PLANK CEILING @ COMMUNITY MEETING, TYP. 3" = 1'-0" 5
ICL - ACOUSTIC WOOD PLANK CEILING & WALL @ COMMUNITY MEETING 3" = 1'-0" 4
ICL - TYP. (E) CEIILNG
6" = 1'-0"
1 ICL - ACOUSTIC WOOD PLANK CEILING REVEAL & FASCIA
B
3" = 1'-0"
6 ICL - INTERIOR FASCIA, TYP.
DELTA REVISION DATE
B Addendum B 09/24/2024
ACOUSTIC CEILING PANELS
DIRECTLY APPLIED WITH
ADHESIVE, SEE FINISH SCHEDULE
ELEVATION PER RCP
+9' - 3/8"
ROOF STRUCTURE ABOVE,
SEE SSD.
R__ BATT INSULATION
B.O. LOWER ROOF
+9' - 2"
COMPOUND CEILING, SEE
FINISH SCHEDULE
CONT. SEALANT W/ BACKER ROD
STOREFRONT AS SCHEDULE
ROOM SIDE
ACOUSTIC CEILING PANELS
DIRECTLY APPLIED WITH
ADHESIVE, SEE FINISH
SCHEDULE
ROOF STRUCTURE
ABOVE, SEE SSD
R__ BATT INSULATION
5/8" GYP. BD., FINISH PER
SCHEDULE
B.O. LOWER ROOF
+9' - 2"
ELEVATION PER RCP
ACOUSTIC CEILING PANELS
DIRECTLY APPLIED WITH
ADHESIVE, SEE FINISH SCHEDULE
ROOF STRUCTURE
ABOVE, SEE SSD
R__ BATT INSULATION
5/8" GYP. BD., FINISH PER
SCHEDULE
B.O. LOWER ROOF
+9' - 2"
ELEVATION PER RCP
WALL FINISH PER
FINISH SCHEDULE
ROOM SIDE
GYPSUM BOARD CEILING,
SEE FINISH SCHEDULE
ROOF STRUCTURE
ABOVE, SEE SSD
R__ BATT INSULATION
5/8" GYP. BD., FINISH PER
SCHEDULE
B.O. LOWER ROOF
+9' - 2"
ELEVATION PER RCP
ROOF STRUCTURE
ABOVE, SEE SSD
R__ BATT INSULATION
5/8" GYP. BD., FINISH PER
SCHEDULE
WALL FINISH PER
FINISH SCHEDULE
B.O. LOWER ROOF
+9' - 2"
ELEVATION PER RCP
(E) ROOF STRUCTURE
B.O. LOWER ROOF
9'-2"
COMPOUND CEILING
CONT. SEALANT W/ BACKER ROD
(E) EXTERIOR BRICK WALL
ROOM SIDE
BLOCKING FOR HOLDDOWN,
S.S.D.
ELEVATION PER RCP
B.O. DECK
+8' - 8 7/8"
1 X WOOD TRIM, ALL SIDES, PT
2X4 BLOCKING
HOLDDOWN AND BOLT, S.S.D.
7 3/4"
1' - 6 3/4"
CEILING AND EDGE CONDITION
PER CEILING TYPE, PER
SCHEDULE
ST
07-31-2021
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2 P
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A9.3-4
INTERIOR DETAILS
- CEILING
23604-01
3" = 1'-0"
1 ICL - ACT & STOREFRONT @ CHILDREN & AMH/SORTING
3" = 1'-0" 4
ICL - ACT @ CHILDREN & AMH/SORTING
3" = 1'-0" 6
ICL - ACT & WALL @ CHILDREN & AMH/SORTING
3" = 1'-0" 3
ICL - GYP. BOARD CEILING @ ALL GENDER RR
3" = 1'-0" 5
ICL - FURRED WALL @ VANITY
3" = 1'-0"
2 ICL - LOW ROOF @ BRICK CONNECTION, TYP.
DELTA REVISION DATE
(E) B.O LOWER
ROOF
9' - 2"
D
1' - 2"
A8.7-1
1 1' - 8"
A9.3-5
2 A9.3-5
4 EXHAUST MAIN DUCT,
SEE M2.4-1
EXHAUST GRILL @ EACH STALL,
SEE M2.4-1
TOILET PARTITION AS
SCHEDULED
PLUMBING EXHAUST VENT STACK,
SEE P2.4-1
(E) ROOF
SUPPLY GRILL, SEE M2.4-1
SPRINKLER MAIN LINE,
SEE FP2.4-1
SUPPLY DUCT,
SEE M2.4-1
LIGHT FIXTURE AS
SCHEDULED, S.E.D.
LIGHT FIXTURE AS
SCHEDULED, SEE 2.4-1
2X10 BLOCKING PERPENDICULAR
TO VERTICAL SOFFIT STUD
LOCATION
2X10 BLOCKING
PERPENDICULAR TO EXISTING
FRAMING AT VERTICAL SOFFIT
STUD LOCATION
MOVE (E) INSULATION SO THAT IT
IS TIGHT TO DECKING SPRINKLER BRANCH LINE,
SEE FP2.4-1
1' - 4"
PENETRATIONS THROUGH
EXISTING FRAMING, S.S.D
SCREWS AS REQUIRED
PER MFR.
5/8" GYP. BD., FINISH
PER SCHEDULE
LIGHT FIXTURE AS
SCHEDULED, S.E.D.
C STUD, SEE S.S.D
EQ EQ
DRYWALL MUD
FLANGE PER MFR.
1' - 7 3/8"
SUPPLY GRILL, SEE M2.4-1
CENTER BETWEEN COVE
AND CEILING FINISH
LIGHT FIXTURE AS
SCHEDULED, SEE E2.4-1
8"
2 5/8"
5 1/4"
EQ EQ
5/8" GYP. BD., PTD.
3/4" PLYWOOD
5/8" GYP. BD., PTD.
CEILING, AS SCHEDULED
ACOUSTICAL INSULATION
(E) FRAMING
4" 16 GA. METAL STUD
B.O. LOWER ROOF
+9' - 2"
GYPSUM BOARD CEILING,
SEE FINISH SCHEDULE
ROOF STRUCTURE
ABOVE, SEE SSD
R__ BATT INSULATION
B.O. LOWER ROOF
+9' - 2"
ELEVATION PER RCP
ELEVATION PER RCP
+7' - 6"
(N) LIGHT-GAUGE STUD TRACK, TYP.
(N) LIGHT-GAUGE STUD
GYP. SOFFIT WALL BOARD
GYPSUM BOARD CEILING,
SEE FINISH SCHEDULE
ROOF STRUCTURE
ABOVE, SEE SSD
R__ BATT INSULATION
B.O. LOWER ROOF
+9' - 2"
ELEVATION PER RCP
ELEVATION PER RCP
+8' - 0"
(N) LIGHT-GAUGE STUD
TRACK, TYP.
(N) LIGHT-GAUGE STUD
GYP. SOFFIT WALL BOARD
3" = 1'-0" 3
ICL - GYP. BOARD CEILING @ ALL GENDER RR & HALL
ST
07-31-2021
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2 P
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90 A
EU
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A9.3-5
INTERIOR DETAILS
- CEILINGS
23604-01
1 1/2" = 1'-0" 1
ICL - SOFFITS @ RESTROOM AND MEETING ROOM
6" = 1'-0" 4
ICL-RECESSED LIGHT
3" = 1'-0"
2 ICL-COVE LIGHT
3" = 1'-0" 5
CL - GYP. BOARD CEILING @ KITCHENETTE
DELTA REVISION DATE
(E) T.O HIGHER
ROOF PLATE
15' - 0"
3 A9.3-6
4 (E) ROOF AND STRUCUTRE
SPRINKLER LINE ROUTING, S.F.P.D.
(E) B.O LOWER
ROOF
9' - 2"
F E D
A9.3-6
6 (E) ROOF AND STRUCUTRE
SPRINKLER LINE ROUTING, S.F.P.D.
7 A9.3-6
EQ
EQ
EQ
(E) ROOF
MOVE (E) INSULATION SO THAT IT
IS TIGHT TO DECKING
SPRINKLER BRANCH LINE,
SEE FP2.4-1
PENETRATIONS THROUGH EXISTING
FRAMING, S.S.D. FOR RESTRICTIONS
AND REINFORCING REQUIREMENTS
(E) 2X10 JOISTS
(E) B.O LOWER
ROOF
9' - 2"
2' - 0 1/8"
5 1/4"
EQ EQ EQ
(E) ROOF
MOVE (E) INSULATION SO THAT IT
IS TIGHT TO DECKING
SPRINKLER BRANCH LINE, SEE FP2.4-1
PENETRATIONS THROUGH EXISTING
FRAMING, S.S.D. FOR RESTRICTIONS
AND REINFORCING REQUIREMENTS
(E) GLULAM BEAM
(E) B.O LOWER
ROOF
9' - 2"
D C
A9.3-5
1 A9.3-6
5 SPRINKLER LINE ROUTING, S.F.P.D.
(E) ROOF AND STRUCTURE
(E) B.O LOWER
ROOF
9' - 2"
EQ EQ EQ
(E) ROOF
MOVE (E) INSULATION SO THAT IT
IS TIGHT TO DECKING
SPRINKLER BRANCH LINE,
SEE FP2.4-1
PENETRATIONS THROUGH EXISTING
FRAMING, S.S.D. FOR RESTRICTIONS
AND REINFORCING REQUIREMENTS
(E) 2X10 JOISTS
2 MIN.
2"
MIN.
5 1/2"
MIN.
6"
V.I.F.
1' - 8" +/-
MAX 8"
(E) CANTED FASCIA, TRIM, AND
STRUCTURE TO REMAIN. VERIFY
CONDITION IN FIELD
LIGHT FIXTURE AS
SCHEDULED, SEE 2.4-1
5/8" GYP. BD., PTD.
3/4" PLYWOOD
5/8" GYP. BD., PTD.
SUSPENDED CEILING
SYSTEM
EXISTING CANTED FASCIA,
TRIM, AND STRUCTURE TO
REMAIN. VERIFY CONDITION IN
FIELD
(E) 2X4 FRAMING @ 24" O.C.,
V.I.F.
12"X12" GRILLE, VERIFY MIN. 1
SQFT OF CLEAR FREE AREA FROM
GRILLE THROUGH EXISTING
CEILING/SOFFIT STRUCTURE TO
RELIEF VENT AT CENTER ROOF
2X4 24" O.C. ATTACH AT
EACH EXISTING SOFFIT
(E) COLUMN BEYOND FRAMING MEMBER 4 1/4"
VERIFY MIN. 1 SQFT OF CLEAR
FREE AREA FROM GRILLE
THROUGH EXISTING
CEILING/SOFFIT STRUCTURE TO
RELIEF VENT AT CENTER ROOF
(E) B.O LOWER
ROOF
9' - 2"
(E) ROOF
MOVE (E) INSULATION SO THAT IT
IS TIGHT TO DECKING
SPRINKLER BRANCH LINE,
SEE FP2.4-1 (1" DIA MAX) W/
FITTING FASTENED TO BLOCKING
(E) 2X10 JOISTS
2X4 @ 8'-0" OC MAX W/ 2-16D NAILS
OR 2-SD1012 SCREWS EA END TO
JOIST
(E) GLULAM BEYOND
ST
07-31-2021
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C-30361
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2 P
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EU
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A9.3-6
INTERIOR DETAILS
- CEILINGS
23604-01
1/4" = 1'-0"
2 CL - SPRINKLER ROUTING HIGH ROOF
1/4" = 1'-0"
1 CL - SPRINKLER @ CHILDRENS
1 1/2" = 1'-0" 4
CL - SPRINKLER @ 2X10
1 1/2" = 1'-0" 6
CL - SPRINKLER @ GLULAM
1/4" = 1'-0"
3 CL - SPRINKER @ MEETING ROOM
1 1/2" = 1'-0" 5
CL - SPRINKER @ W SECTION
1 1/2" = 1'-0" 8
ICL - CENTER CEILING COVE
1 1/2" = 1'-0" 7
CL - SPRINKLER @ BRIDGING
DELTA REVISION DATE
(4) 12GA. SPLAY WIRES
(ATTACH TO MAIN RUNNER
ONLY)@ 45° FROM CLNG.
PLANE + 90° FROM EACH
OTHER PARALLEL TO CROSS
TEES AND MAIN RUNNERS.
SPACE @ 12' O.C. MAX BOTH
DIRECTIONS.
HEAVY DUTY MAIN RUNNER @ 4'-0" O.C.
LOCKING CROSS
TEES @ 2'-0" O.C. TYP.
MAX. MAX.
2"
2"
TYP. 12GA. HANGER WIRE
ATTACHED TO STRUCTURE
ABV. COMPRESSION STRUT.
ANGLE CLIP-PINNED TO
CEILING STRUCTURE AND
BOLTED TO VERTICAL
COMPRESSION STRUT
TYP. 12 GA. HANGER WIRE @
4' O.C. + W/IN 8" OF PERIM.
WALL OR CLNG.
DISCONTINUITY. ADD. WIRES
W/IN 3" OF EA. CORNER OF
EA. FIXTURE + 2 ADD. WIRES
ATTACHED TO OPP.
CORNERS OF FIXTURES.
COMPRESSION STRUT SEE
STRUT CONNECTION DETAIL
4/A9.3-7 FOR ATTACHMENT TO
STRUCTURE ABOVE. LOCATE
ON MAIN RUNNER ON CENTER
OF 12x24 FIELD GRID, STARTING
AT MAX. OF 6'-0" FROM
PERIMETER.
NOTES:
1. AREA OF CEILING PER EACH BRACE NOT TO
EXCEED 144 SQ. FT
2. FIRST BRACING POINT WITHIN 6 FT. OF EACH
WALL.
3. BRACE POINT ON MAIN RUNNER NOT TO EXCEED
2" DISTANCE FROM CROSS RUNNER.
4. COMPLY WITH CBC 2022 FOR CEILING SUPPORT.
5. AT LIGHT FIXTURES PROVIDE SAFETY CLIPS TO
TIE TO CLNG. LIGHT FIXTURE (ALL TYPES)
MECHANICALLY ATTACHED TO GRID (TWO PER
FIXTURE UNLESS INDEPENDENTLY SUPPORT),
REQUIRED FOR:
- PENDANT-HUNG FIXTURES DIRECTLY SUPPORTED
FROM STRUCTURE WITH 9 GA. WIRE
- RIGID LAY-IN OR CAN FIXTURES:
• LESS THAN OR EQUAL TO 10LBS, ONE WIRE
TO STRUCTURE
• 11-56 LBS: TWO WIRES FROM HOSUING TO
STRUCTURE
• EQUAL TO OR GREATER THAN 57 LBS:
SUPPORTED DIRECTLY TO STRUCTURE
2 TOP CLIP (MECHANICALLY FASTENED)
SPRING CLIP
VERTICAL HANGER WIRE
BULB CLIP (MECHANICALLY FASTENED)
"T" BAR CROSS TEE
"T" BAR MAIN RUNNER
TEGULAR ACOUSTIC PANEL
WIRE HANGER
NOTES:
1. SEE SCHEDULE FOR FINISH CEILING TYPE
2. USE MANUFACTURER RECOMMENDED SEISMIC PERIMETER
CONNECTION AT TWO ADJACENT WALLS. AT THE TWO REMAINING
WALLS, SECURE THE MAIN AND CROSS TEES TO THE WALL ANGLE TO
FORM A FIXED CONNECTION
ELEVATION
SCHEDULED SUSPENDED
CEILING SYSTEM
3/4" MIN
8"
BRACING WIRES, 12
GAUGE MIN.
PLAN
8" 6'-0" MAX 12'-0" O.C.
6'-0" MAX 12'-0" O.C.
90° 90°
3/4" MIN. CLEAR
CROSS RUNNER OR
MAIN RUNNER RIGID VERTICAL STRUT @ 12'-0"
O.C. I.C.B.O. #2244, SEE DET.
2/A9.2-1
NOTE:
TIE MAIN AND CROSS RUNNER TO TWO ADJACENT WALLS, SEE A9.3-7 FOR ADDITIONAL NOTES.
.
45.00°
.
PERIMETER VERTICAL HANGER WIRES, TYP.
2 ATTACH
SCREW
THROUGH
EITHER TOP
FASTENER
OPENING
6 1
+/- 10
DEGREE
8 MAX.
PERIMETER
HANGER
WIRE
7/8"
SEISMIC
CLIP (USG
ACM7)
PERIMETER
CLOSURE
(MOLDING)
2 ALIGN
.25" MOUNTING HOLE
CAM LATCH
.625" RECESS
PLASTIC GROMMET
ADHESIVE MASTIC
DRYWALL BEAD
HINGE
PANEL WIDTH AS SPECIFIED 2 1/2"
ROOF ASSEMBLY
FIBERGLASS ACOUSTICAL
INSULATION W/ ABUSERESISTANT BLACK SURFACE,
PINNED TO UNDERSIDE OF
DECK
INSULATION ANCHOR (HANGER) &
WASHER & BLACK DOME CAP,
LENGTH TO SUIT INSTALLATION.
ATTACHED JOINT
NOTES:
1. PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8) INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS LESS, FOR THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS EIGHT (8) INCHES OR LESS.
2. NAILS AT ENDS OF HORIZONTAL STABILIZERS ARE TO BE PLACED WITH NAIL HEAD TOWARD CENTER LINE OF SPAN OF STRUT.
3. STABILIZER BAR MAY BE SLOTTED APPROVED ANGLES OR CHANNELS WITH "DIAMOND POINTS" OF SPRING STEEL WHICH SNAP TIGHT TO PREVENT MOVEMENT OF STRUT.
4. FASTEN ANGLE TO WALL STUD OR BLOCKING AS FOLLOWS:
A. METAL STUD (20 GA. MIN.) WALL: (1) #10 SMS AT 24" O.C. MAX.
B. WOOD STUD WALL: #10x2" LONG WOOD SCREW AT 16" O.C. MAX.
CONT. SLOTTED ANGLE STABILIZER
BAR WITH HORIZ. 6d RINGSHANK NAIL
(SEE NOTE 2). OMIT STRUT WHERE
RUNNER IS WITHIN 8" OF WALL
ALTERNATE STABILIZER LOCATION
WITHOUT NAIL (SEE NOTE 3)
HANGER WIRE, TYP.
MAIN OR CROSS RUNNER
CEILING PANEL
(SEE NOTE 1 BELOW)
8" MAX.
(SEE NOTE 1 BELOW)
8" MAX.
CLR.
3/4" MIN.
1/2" MIN. TYP.
SEE NOTE 4
1"
2"
STEEL POP RIVET
@ 4'-0" O.C. MAX.
1"x 2" x 25 GA. MIN.
CONT. ANGLE THUS:
FASTEN TO WALL
PER NOTE 4 BELOW
1"x 2" x 25 GA. MIN. CONT.
ANGLE: FASTEN TO WALL
PER NOTE 4 BELOW
1/4" MIN.
1 3" = 1'-0" 1
ICL- SUSPENDED CLG
3" = 1'-0" 4
ICL- SUSPENDED CLG COMPRESSION STRUT
6" = 1'-0" 3
ICL- SUSPENDED CLG AT GRID
3" = 1'-0" 8
ICL- SUSPENDED CLG PLAN AND ELEVATION
6" = 1'-0" 6
ICL- SUSPENDED CLG AT FIXED PERIMETER2
3" = 1'-0" 7
ICL- ACCESS PANEL AT GYP. BD. CLG
3" = 1'-0" 5
ICL- TYP. ACOUSTICAL INSULATION ATTACHMENT
1. CEILING SYSTEM GENERAL NOTES:
1.01 CEILING SYSTEM COMPONENTS SHALL COMPLY WITH ASTM C635-07 AND SECTION 5.1 OF ASTM E580-10A.
1.02 THE CEILING GRID SYSTEM MUST BE RATED HEAVY DUTY AS DEFINED BY ASTM C635-08.
1.03 CEILING SYSTEMS. THE FOLLOWING CEILING SYSTEM IS PART OF THE SCOPE OF THIS PROJECT:
MANUFACTURER'S NAME: USG CORP.
PRODUCT EVALUATION REPORT TYPE AND NUMBER: ICC-ES ESR-1222.
MANUFACTURER'S MODEL NUMBER - MAIN RUNNER: USG DONN DX26 .
MANUFACTURER'S CATALOG NUMBER - CROSS RUNNER: USG DONN DX424 .
1.04 SEISMIC WALL CLIP:
MANUFACTURER’S MODEL: ACM7 CLIP .
1.05 CEILING PANELS SHALL NOT SUPPORT ANY LIGHT FIXTURES, AIR TERMINALS OR DEVICES.
1.06 FOR CEILING INSTALLATIONS UTILIZING ACOUSTICAL TILE PANELS OF MINERAL OR GLASS FIBER, IT IS NOT MANDATORY TO PROVIDE ¾” CLEARANCE BETWEEN THE ACOUSTICAL TILE PANELS AND THE WALL ON THE SIDES OF THE CEILING WHICH ARE FREE TO SLIP. FOR ALL OTHER CEILING PANEL TYPES, PROVIDE ¾” CLEARANCE BETWEEN THE CEILING PANEL AND THE WALL ON THE SIDES OF THE CEILING FREE TO SLIP.
2. MATERIALS:
2.01 CEILING WIRE SHALL BE CLASS 1 ZINC COATED (GALVANIZED) CARBON STEEL CONFORMING TO ASTM A641-09A.
WIRE SHALL BE #12 GAGE (0.106” DIAMETER) WITH SOFT TEMPER AND MINIMUM TENSILE STRENGTH = 70 KSI.
2.02 GALVANIZED SHEET STEEL (INCLUDING THAT USED FOR METAL STUD AND TRACK COMPRESSION STRUTS/POST) SHALL CONFORM TO ASTM A653-11, OR OTHER EQUIVALENT SHEET STEEL LISTED IN SECTION A2.1 OF THE NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS 2007, INCLUDING SUPPLEMENT 2 DATED 2010 (AISI S100-07/S2-10). MATERIAL 43 MIL (18 GAGE) AND LIGHTER SHALL HAVE MINIMUM YIELD STRENGTH OF 33 KSI.
MATERIAL 54 MIL (16 GAGE) AND HEAVIER SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI.
2.03 ELECTRICAL METALLIC TUBE (EMT) SHALL BE ANSI C80.3/UL 797 CARBON STEEL WITH G90 GALVANIZING. EMT SHALL HAVE MINIMUM YIELD STRENGTH (FY) OF 30 KSI AND MINIMUM ULTIMATE STRENGTH (FU) OF 48 KSI.
3. ATTACHMENT OF HANGER AND BRACING WIRES:
3.01 SEPARATE ALL CEILING HANGER AND BRACING WIRES AT LEAST SIX (6) INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC.
3.02 HANGER AND BRACING WIRES SHALL NOT ATTACH TO OR BEND AROUND OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO: PIPING, DUCTWORK, CONDUIT AND EQUIPMENT.
3.03 HANGER WIRES THAT ARE MORE THAN ONE (HORIZONTAL) IN SIX (VERTICAL) OUT OF PLUMB SHALL HAVE COUNTER-SLOPING WIRES.
3.04 SLACK SAFETY WIRES SHALL BE CONSIDERED HANGER WIRES FOR INSTALLATION AND TESTING REQUIREMENTS.
3.05 HANGER AND BRACING WIRE ANCHORAGE TO THE STRUCTURE SHALL BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHORAGE ALIGNS CLOSELY WITH THE DIRECTION OF THE WIRE. (E.G. BRACING WIRE
CEILING CLIPS MUST BE BENT AS SHOWN IN THE DETAILS AND ROTATED AS REQUIRED TO ALIGN CLOSELY WITH THE
DIRECTION OF THE WIRE, SCREW EYES IN WOOD MUST BE INSTALLED SO THEY ALIGN CLOSELY WITH THE DIRECTION OF THE WIRE, ETC.)
4. FASTENERS AND WELDING:
4.01 SHEET METAL SCREWS SHALL COMPLY WITH ASTM C1513-10, ASME B18.6.4-89 (R2005). PENETRATION OF SCREWS THROUGH JOINED MATERIAL SHALL NOT BE LESS THAN THREE EXPOSED THREADS.
4.02 POST-INSTALLED ANCHORS SHALL COMPLY WITH THE SPECIFICATIONS AND REQUIREMENTS ON S0.1
5. TESTING: ALL FIELD TESTING MUST BE PERFORMED IN THE PRESENCE OF THE PROJECT INSPECTOR.
5.01 POST-INSTALLED ANCHORS IN CONCRETE USED TO SUPPORT HANGER WIRES SHALL BE TESTED AT A FREQUENCY OF 10 PERCENT. POWER ACTUATED FASTENERS IN CONCRETE SHALL BE FIELD TESTED FOR 200 LBS. IN TENSION. ALL OTHER POST-INSTALLED ANCHORS IN CONCRETE SHALL BE TESTED IN ACCORDANCE WITH CBC SECTION 1910A.5.
5.02 POST-INSTALLED ANCHORS IN CONCRETE USED TO ATTACH BRACING WIRES SHALL BE TESTED AT A FREQUENCY OF 50 PERCENT IN ACCORDANCE WITH CBC SECTION 1910A.5.
6. LIGHT FIXTURES:
6.01 ALL LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION SYSTEMS BY MECHANICAL MEANS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURE. A MINIMUM OF TWO SCREWS OR APPROVED FASTENERS ARE REQUIRED AT EACH LIGHT FIXTURE, PER ASTM E580, SECTION 5.3.1.
6.02 SURFACE-MOUNTED LIGHT FIXTURES SHALL BE ATTACHED TO THE MAIN RUNNER WITH AT LEAST TWO POSITIVE CLAMPING DEVICES. THE CLAMPING DEVICE SHALL COMPLETELY SURROUND THE SUPPORTING CEILING RUNNER AND BE MADE OF STEEL WITH A MINIMUM THICKNESS OF #14 GAGE. ROTATIONAL SPRING CATCHES DO NOT COMPLY. A #12 GAGE SLACK SAFETY WIRE SHALL BE CONNECTED FROM EACH CLAMPING DEVICE TO THE STRUCTURE ABOVE.
PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE EIGHT (8) FEET OR LONGER OR EXCEED 56 LB. MAXIMUM SPACING BETWEEN SUPPORTS SHALL NOT EXCEED EIGHT (8) FEET.
6.03 LIGHT FIXTURES WEIGHING LESS THAN OR EQUAL TO 10 LB. SHALL HAVE A MINIMUM OF ONE (1) #12 GAGE SLACK SAFETY WIRE CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE.
6.04 LIGHT FIXTURES WEIGHING LESS THAN OR EQUAL TO 10 LB. SHALL HAVE A MINIMUM OF ONE (1) #12 GAGE SLACK SAFETY WIRE CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE.
6.05 LIGHT FIXTURES WEIGHING GREATER THAN 10 LB. BUT LESS THAN OR EQUAL TO 56 LBS. MAY BE SUPPORTED DIRECTLY ON THE CEILING RUNNERS, BUT THEY SHALL HAVE A MINIMUM OF TWO (2) #12 GAGE SLACK SAFETY WIRES CONNECTED FROM THE FIXTURE HOUSING AT DIAGONAL CORNERS TO THE STRUCTURE ABOVE. EXCEPTION: ALL LIGHT FIXTURES GREATER THAN TWO BY FOUR FEET WEIGHING LESS THAN 56 LBS.
SHALL HAVE A #12 GAGE SLACK SAFETY WIRE AT EACH CORNER.
6.06 ALL LIGHT FIXTURES WEIGHING GREATER THAN 56 LB. SHALL BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR (4) TAUT #12 GAGE HANGER WIRES (ONE AT EACH CORNER) ATTACHED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE OR OTHER APPROVED HANGERS. THE FOUR (4) TAUT #12 GAGE WIRES OR OTHER APPROVED HANGERS, INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE, SHALL BE CAPABLE OF SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE FIXTURE.
7. SERVICES WITHIN THE CEILING:
7.01 ALL CEILING-MOUNTED AIR TERMINALS OR OTHER SERVICES SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION SYSTEMS BY MECHANICAL MEANS. SCREWS OR APPROVED FASTENERS ARE REQUIRED. A MINIMUM OF TWO ATTACHMENTS ARE REQUIRED AT EACH COMPONENT.
7.02 CEILING-MOUNTED AIR TERMINALS OR OTHER SERVICES WEIGHING LESS THAN OR EQUAL TO 20 LB. SHALL HAVE ONE (1) #12 GAGE SLACK SAFETY WIRE ATTACHED FROM THE TERMINAL OR SERVICE TO THE STRUCTURE ABOVE.
7.03 CEILING-MOUNTED AIR TERMINALS OR OTHER SERVICES WEIGHING MORE THAN 20 LB. BUT LESS THAN OR EQUAL TO 56 LB. SHALL HAVE TWO (2) #12 GAGE SLACK SAFETY WIRES (AT DIAGONAL CORNERS) CONNECTED FROM THE TERMINAL OR SERVICE TO THE STRUCTURE ABOVE.
7.04 CEILING-MOUNTED AIR TERMINALS OR OTHER SERVICES WEIGHING MORE THAN 56 LB. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY NOT LESS THAN FOUR (4) TAUT #12 GAGE HANGER WIRES ATTACHED FROM THE TERMINAL OR SERVICE TO THE STRUCTURE ABOVE OR OTHER APPROVED HANGERS.
8. OTHER DEVICES WITHIN THE CEILING:
8.01 ALL LIGHTWEIGHT MISCELLANEOUS DEVICES, SUCH AS STROBE LIGHTS, OCCUPANCY SENSORS, SPEAKERS, EXIT SIGNS, ETC., SHALL BE ATTACHED TO THE CEILING GRID. IN ADDITION, DEVICES WEIGHING MORE THAN 10 LBS. SHALL HAVE A #12 GAGE SLACK SAFETY WIRE ANCHORED TO THE STRUCTURE ABOVE. DEVICES WEIGHING MORE THAN 20 LB. SHALL BE SUPPORTED INDEPENDENTLY FROM THE STRUCTURE ABOVE.
CEILING NOTES
ST
07-31-2021
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A9.3-7
INTERIOR DETAILSCEILINGS
23604-01
3" = 1'-0" 2
ICL- SUSPENDED CLG - CONNECTION @ PERIMETER
DELTA REVISION DATE
1 Back Check 1 11/01/2024
2 Back Check 2 12/09/2024
NOTES:
1. STRUTS SHALL NOT REPLACE HANGER WIRES.
2. THE MINIMUM ACCEPTABLE ANGLE IS DETERMINED SUCH THAT THE WIRES DO NOT INTERFERE WITH THE RUNNERS, LIGHT FIXTURES, ETC. AND REMAIN
STRAIGHT AND UNOBSTRUCTED
RIGID VERT. STRUT
SEE DETAIL 10/A9.3-8
12 GA VERTICAL HANGERS AT
4'-0" O.C. EACH WAY AT MAIN RUNNER
WITH MINIMUM 3-TIGHT TURNS IN 3" AT
BOTH ENDS, SEE DETAIL 2/A9.3-8
12 GA. BRACING WIRE
W/MIN. 4-TIGHT TURNS IN 1
1/2" BOTH ENDS OF WIRE
CONNECTED TO MAIN
RUNNERS 90º APART, 4-
TOTAL AT EACH STRUT
(U.N.O.) SEE DETAIL 2/A9.3-8
SEE DETAIL 10/A9.3-8 FOR
LOCATION OF BRACING
WIRES AND STRUT
MAIN RUNNER
CROSS RUNNER
.
6 MIN
1 0° TO 45°
(NOTE 2)
2'-0" TYP
4'-0"
2'-0" TYP
1 FREE JOINT, ACM7 SEISMIC
CLIPS AT EACH BAR,
UNRESTRAINED
ATTACHED JOINT, ACM7
SEISMIC CLIPS AT EACH
BAR, RESTRAINED
CROSS RUNNERS TYP.
CONT ANGLE @ PERIMETER
MAIN RUNNERS
MAX
4' - 0"
MAX
8' - 0"
MAX
4' - 0"
4' - 0"
MAX
8' - 0"
MAX
4' - 0"
MAX
64 SQ FT
MAX
BRACING PER 10/A9.3-8, TYP.
2 A9.3-7
2 A9.3-7
1 3 TURNS IN 3" TYPICAL
@ EACH END
HANGER WIRE ONLY
HANGER WIRE
4 TURNS IN 1-1/2" TYPICAL
@ EACH END
HANGER OR BRACE WIRE
BRACE OR HANGER WIRE
NOTES:
WIRE SPLICES ARE SHOWN LOOSELY TIED FOR ILLUSTRATIVE PURPOSES
ONLY AND SHALL BE DRAWN TIGHT TO COMPLETE INSTALLATION WHEN CONSTRUCTED.
AIR TERMINAL OR
LIGHT FIXTURE
(56# MAX.)
(2) 12 GA. SLACK SAFETY WIRE HANGERS
FOR DEVICES THAT WEIGH LESS THAN 56
LBS PLACE ON DIAGONAL CORNERS.
EXCEPTION: FIXTURES GREATER THAN 2
FEET X 4 FEET WEIGHING LESS THAN 56
LBS. REQUIRE A 12 GA. SLACK SAFETY
WIRE HANGER AT EA. CORNER.
1-#8 S.M.S. IN OPPOSITE SIDES (2
TOTAL) LOCATE SCREWS NEAR THE
CENTER OF TERMINAL OR FIXTURE
HEAVY DUTY SYSTEM
3 TURNS @ HANGER
WIRE TYPICAL @ EACH
END
4 TURNS @ BRACE WIRES
TYP.
@ EACH END
FOR CONNECTION TO
STRUCTURE SEE 4/A9.2-2
FOR CONNECTION TO
STRUCTURE SEE
5/A9.2-2
HANGER WIRE
BRACING WIRE
1 1/2" MAX.
10° TO 45° 3" MAX.
1/2" MAX. U.O.N.
#12 GAGE WIRE
#12 GAGE WIRE 1/2" TYP
1/2" TYP
1/2" MAX U.O.N.
METAL STUD PER RDP
20 GA MIN.
1 LAYER OF GYP. BD., MAX.
600S137-54 SPAN (2) WALL STUDS
MINIMUM. CONNECT 600S TO
EACH WALL STUD PER SCHEDULE
BELOW
1-1/2"x1-1/2"x12GAx1" CLIP ANGLE
W/ (2) #10x1-1/4" SMS (SEE NOTE 1)
1/2" MAX
BRACING WIRE, SEE 1/A9.3-8
WALL STUD
GAUGE
CONNECTION TO WALL STUD
(WITH GYP. BD.)
CONNECTION TO WALL STUD
(WITHOUT GYP. BD.)
(5) #10x1-1/4" SMS (3) #10x1-1/4" SMS
(2) #10x1-1/4" SMS
20 GAUGE
18 GAUGE (4) #10x1-1/4" SMS
NOTES:
THE CLIP ANGLE CAN BE ATTACHED DIRECTLY TO THE WALL STUD FLANGE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET:
- THE WALL STUD IS 18 GA MIN. AND CAPABLE OF SUPPORTING THE BRACE FORCE.
- THE BRACE WIRE ALIGNS WITH THE WALL STUD WEB.
1 362S137-33 MIN.
BACKING STUD. SPAN 2
WALL STUDS MINIMUM.
FASTEN BACKING TO
WALL STUDS USING (2) #
10X1-1/4" SMS AT EACH
STUD.
1"x1"x12GAx3/4" CLIP
ANGLE. FASTEN TO
BACKING STUD USING #
10 X 1-1/4" SHEET METAL
SCREW.
NOTES:
1. THIS IS APPLIED FOR
PERIMETER WIRE ATTACHEMENT
OR WHERE OBSTRUCTION
PREVENTS ATTACHMENT TO
STRUCTURE ABOVE
1 6
MIN.
1 6
1"x1"x12GAx3"
CLIP ANGLE
2-#10 S.M.S.
@ 2" O.C.
WALL STUD, 20 GA MIN
1 LAYER OF GYP. BD.
WALL STUD, 20
GA MIN
GYP. BD.
(2) #10 SMS
TO FRAMING
1"x1"x12GAx3/4"
CLIP ANGLE
HANGER WIRE
PER 1/A9.3-8
A. "DIRECT"
(FOR NOTES
SEE "B"
"THRU GYP.)
B. "THRU GYP" 1
OPTION 1 OPTION 2
OPTION 3
(1) #10 SMS
6 MIN.
1 CONNECTION TO STRUCT,
SEE 6/A9.2-1
STRUCTURE
BRACE WIRES
SEE 1/A9.3-8
(2) 1/4"DIA.
MACHINE BOLT
CROSS RUNNER
MAIN RUNNER
3/4" MIN. EDGE
DISTANCE,TYP.
HANGER WIRE
4 TIGHT TURNS IN 1 1/2"
TYP. FOR BRACE WIRE
3 TIGHT
TURNS IN
3" FOR
HANGER
TYP.
1 1/2" MAX
TYP
0º
TO 45º
.
.
CHANNEL TYPE COMPRESSION
STRUT PER TABLE BELOW,
CENTERED OVER CROSS
RUNNER. FINISHED TO MATCH
STRUCTURE WHERE EXPOSED
MAX
1 1/2"
MAX
4'-0" OC
TYP
3/4" MIN
1" MAX
A
NOT TO EXCEED THE ALLOWABLE LENGTH GIVEN IN THE
TABLE BELOW FOR THE COMPRESSION STRUT SELECTED
MAIN RUNNER
CROSS RUNNER
BRACE WIRE
BEYOND
HANGER WIRE BEYOND
COPE FLANGE OR FLATTEN TO ALLOW
INSTALLATION OF ACOUSTICAL TILE
A
5'-0"
6'-10"
8'-0"
8'-10"
10'-10"
CHANNEL COMPRESSION STRUT MAXIMUM LENGTH
250S125-33
250S137-33
362S137-33
250137-43
400S137-43
1 1/4"DIA.CLOSED
SCREW EYE,INSTALL
IN THE DIRECTION OF
THE BRACE WIRE
18GA CLIP:L1-1/2"x1-1/2"x0'-4" MIN.
EACH SIDE,EACH END OF BLKG.
1-1/2" MIN.PENETRATION
JOIST OR RAFTER
BRACE WIRE SEE
DETAIL 4.10
1/4"DIA.SCREW EYE WITH
FULL THREAD EMBEDMENT
(1-1/2"MIN.) INSTALL IN
DIRECTION OF WIRE
SEE DETAIL 4.10
3" MAX.
2x BLOCKING
(4) 8d EACH LEG OF EACH CLIP
(3) 1-1/2"x9 GA.STAPLES OR
(3) STRONGHOLD "J" NAILS
AT EACH WIRE LOOP
JOIST OR RAFTER1"MIN.
BRACING WIRE
(3) 1-1/2"x9 GA.STAPLES OR
(3) STRONGHOLD "J"NAILS
AT EACH WIRE LOOP
BRACING WIRE
2x BLKG.WITH (2)
16d AT EACH END
1 TYP.
1 1/2"MIN.
1 3/8"PEN.
2" MIN.
1 1/2" PEN.
EQ. EQ.
SEE
NOTE 1
2".
L STRUT
CUT FLANGES
AND BEND
1/4" DIA.
LAG SCREW
CHANNEL STRUT:
OPTION 1
C
1 1/2" PEN.
CHANNEL STRUT:
OPTION 2
TYP.
1" MIN.
TYP.
EQ.
TYP.
EQ. WOOD JOIST
WOOD JOIST
OR RAFTER
CHANNEL OR EMT STRUT:
BETWEEN JOIST
FASTEN STRUT TO 2x4
IN LIEU OF JOIST PER
CHANNEL OPTION 2 OR
EMT OPTION 1,2 OR 3
COMPRESSION STRUT
(CHANNEL SHOWN)
WOOD JOIST
OR RAFTER
OR RAFTER 2x4 FLAT
BACKING
1/4" DIA.LAG
SCREW,TYP.
EA.JOIST
(4) 1/4"DIA.
LAG SCREWS
WIRE WITHIN
1/4"DIA.CLOSED
SLOT END EYE SCREW
OF TUBE
1/4"DIA.LAG
(2) #10 S.M.S.
12 GA L1-1/2"x
1-1/2"x0'-4"MIN.
(SEE NOTE 2)
(2) #10 S.M.S.
EMT STRUT:
OPTION 1
EMT STRUT:
OPTION 3
EMT STRUT:
OPTION 2
PLACE TIGHT
TO CLIP
12GA PLATE:
1-1/2"x1-1/2"MIN.
NOTES:
1.WEB OF CHANNEL TO BEAR WITHIN WIDTH OF WOOD MEMBER.
2.VERTICAL LEG OF MEMBER TO FALL WITHIN THE WIDTH OF THE WOOD MEMBER.
3.SEE DETAIL 5.50 FOR ADDITIONAL INFORMATION.
4.PEN.= MINIMUM PENETRATION OF LAG SCREW THREADS INTO THE WOOD MEMBER.
5.NO.14 WOOD SCREW MAY BE USED IN LIEU OF 1/4"LAG SCREW. 10GA CLIP:L1-1/2"
x1-1/2"x0'-4"MIN.
(SEE NOTE 2)
1 1/2"PEN.1 1/2" PEN.
EQ. EQ.
PLACE TIGHT
TO CLIP
FLATTEN END
EQ. EQ.
WOOD JOIST
OR RAFTER
1 1/2" PEN.
WOOD JOIST WOOD JOIST OR RAFTER
OR RAFTER
1/4"DIA.LAG
SCREW PLACE TIGHT
SCREW TO STRUCTURE
1 AT SLOPED RAFTER
INSTALL FASTENER IN THE
GYP.BOARD WHERE
OCCURS (SEE NOTE 1)
RAFTER:2x MIN.
GYP.BOARD WHERE
OCCURS (SEE NOTE 1)
1/4"DIA.CLOSED
EYE SCREW
PENETRATION
1-1/2" MIN.
JOIST OR RAFTER:2x
MIN.
EQ. EQ.
SEE DETAIL 3
DIRECTION OF THE WIRE
(3) 1-1/2"x9 GA.STAPLES OR
(3) STRONGHOLD "J"NAILS
AT EACH WIRE LOOP
1"MIN.
JOIST OR RAFTER
HANGER WIRE
NOTE:
WHEN FIRE RATED GYP.BOARD IS INSTALLED ON THE
BOTTOM FLANGES,USE SCREW EYES W/SUFFICIENT
LENGTH TO AVOID DAMAGING THE FIRE RATED GYP.BOARD
AND MEET MIN.PENETRATION.
1/4"DIA.DRILLED
HOLE
HANGER WIRE2"MIN.
1 3" = 1'-0"
1 ICL - SUSPENDED CLG - SUSPENSION & BRACING ASSEMBLY1
1/8" = 1'-0"
2 ICL - TYP. GLC PLAN FOR BRACE ASSEMBLY SPACING1
3" = 1'-0"
3 ICL - CLG WIRE SPLICES1
3" = 1'-0" 7
ICL - SUSPENDED CLG - LIGHT FIXTURES/AIR TERMINAL SUPPORT DETAIL1 3" = 1'-0"
5 ICL - HANGER & BRACING WIRE CONNECTION - TYP. WIRE TURNS1 3" = 1'-0"
4 ICL - BRACING WIRE CONNECTION TO METAL STUDS1
3" = 1'-0" 8
ICL - HANGER WIRE TO METAL STUDWALL1
1 1/2" = 1'-0" 10 ICL - SUSPENDED CLG - CHANNEL STRUT1
ST
07-31-2021
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NO.
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C-30361
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2 P
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A9.3-8
INTERIOR DETAILSCEILINGS
23604-01
1" = 1'-0"
6 ICL - SUSPENDED CLG - WOOD JOIST BRACE WIRE
1" = 1'-0" 9
ICL - SUSPENDED CLG @ WOOD JOIST STRUT
1" = 1'-0" 11 ICL - SUSPENDED CLG @ HANGER WIRE TO WOOD JOISTS
DELTA REVISION DATE
1 Back Check 1 11/01/2024
PANEL PANEL
WALL CLIP BY
ACOUSTICAL WALL
PANEL MFR
MET. PANEL CLIP BY
ACOUSTICAL PANEL MFR.,
TYP.
LEVELING CLIP BY
ACOUSTICAL WALL
PANEL MFR
B.O. PANEL
SEE INTERIOR
ELEVATIONS
RESIN HARD SPOT FOR
MECHANICAL
MOUNTING, TYP.
1" THICK ACOUSTICAL
TACKBOARD
FINISH
FACE OF
GYP. BD
T.O. PANEL
SEE INTERIOR
ELEVATIONS
PANEL PANEL PANEL
RESIN HARD SPOT FOR MECHANICAL
MOUNTING
WALL CLIP BY ACOUSTICAL PANEL MFR., TYP.
PANEL CLIP BY ACOUSTICAL PANEL MFR., TYP.
FINISH FACE OF GYP. BD
LINE OF ADJACENT WALL OR
DOOR TRIM
VERTICAL BUTT JOINT, SEE INT.
ELEVATIONS FOR LOCATION
1" 1/4"
1/8"
6" = 1'-0"
2 IWA - ACOUSTICAL WALL PANEL - VERTICAL SECTION1
6" = 1'-0"
4 IWA - ACOUSTIC WALL PANEL - HORIZ. SECTION1
ST
07-31-2021
O
ARCHITECT
E OF CAL F
REN.
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A
RN
NO.
SE
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JONATHAN
I C
NE
C-30361
D
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HIT
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7 S
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07 18
2 P
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A
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EU
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A9.4-1
INTERIOR DETAILS
- WALL MTD.
ACCESSORIES
23604-01
DELTA REVISION DATE
3/4" MIN. PLYWD. ADJUSTABLE SHELF,
PLAM FINISH.
SEE ROOM FINISH SCHEDULE
FOR BASE, TYP.
3/4" CABINET DOOR, W/ PLAM FINISH,
CONCEALED SELF-CLOSING HINGES,
TUMBLER LOCK, TYP.
SEE SCHED. FOR PARTITION TYPE
AND WALL FINISH, TYP.
PROVIDE 6" MTL. STUD FRAMING FOR
CABINET MOUNTING SUPPORT @
TOP AND BASE OF CABINET, TYP.
3/4" QUARTZ COUNTERTOP O/ 3/4" PLYWOOD
WITH 4" BACKSPLASH (3 SIDES), SEE SPEC
U.O.N.
WIRE PULLS TYP.
3/4" CONT. COUNTERTOP SUPPORT
3"
2' - 0"
4"
TYP. U.O.N.
1' - 11"
1 1/2"
1/4"
8"
U.O.N.
4"
2' - 10"
U.O.N.
FINISH FLOOR
8 3/8"
5 1/4"
MTL SHELF STANDARDS WITH
SUPPORT CLIPS
1/4"
SEE ROOM FINISH SCHEDULE
FOR BASE, TYP.
METAL GUIDE AND TRACK W/
DUST SHELF, TYP.
PROVIDE 6" MTL. STUD FRAMING
FOR CABINET MOUNTING
SUPPORT @ TOP AND BASE
OF CABINET, TYP.
3/4" QUARTZ COUNTERTOP; WITH 4"
BACKSPLASH (3 SIDES), SEE SPEC U.O.N.
3/4" CONT. COUNTERTOP
SUPPORT
3"
3/4" PLYWOOD DRAWER FACE WIRE
W/ P.LAM. FINISH. WIRE PULLS AND
TUMBLER LOCK TYP.
2' - 0"
4"
TYP. U.O.N.
1' - 11"
1 1/2"
1/4"
7 1/2" EQ. EQ. 4"
2' - 10"
FINISH FLOOR
1/4" 1/4"
CABINET BEYOND. SEE ROOM
FINISH SCHEDULE FOR BASE,
TYP. WRAP BASE INSIDE
CABINET, TYP.
SEE SCHED. FOR PARTITION
TYPE AND WALL FINISH, TYP.
EXPOSED EXTERIOR
FINISH CONDITION, TYP.
3/4" QUARTZ COUNTERTOP WITH 4"H
BACKSPLASH (3 SIDES), SEE SPEC U.O.N.
3/4" CONT. COUNTERTOP
SUPPORT
PROVIDE CLEAR KNEE
AND TOE SPACE
3/4" PLAM. FIXED PANEL,
FULL WIDTH OF DOORS
PROVIDE 6" MTL. 16 GA. STUD
BLOCKING FOR CABINET
MOUNTING SUPPORT,
@ TOP & BASE OF CABINET, TYP.
3"
TOE CLR.
6" MIN.
KNEE CLR.
11" MIN.
KNEE CLR.
8" MIN.
6 1/2" 4"
U.O.N.
4"
2' - 3" KNEE CLR.
2' - 10"
1 1/2"
1/4"
2' - 0"
FINISH FLOOR
CABINET BEYOND. SEE ROOM
FINISH SCHEDULE FOR BASE,
TYP. WRAP BASE INSIDE
CABINET, TYP.
SEE SCHED. FOR PARTITION
TYPE AND WALL FINISH, TYP.
3/4" QUARTZ COUNTERTOP WITH 4"H
BACKSPLASH (3 SIDES), SEE SPEC U.O.N.
3/4" CONT. COUNTERTOP
SUPPORT
PROVIDE CLEAR KNEE
AND TOE SPACE
3/4" PLAM. FIXED PANEL,
FULL WIDTH OF DOORS
PROVIDE 6" MTL. 16 GA. STUD
BLOCKING FOR CABINET
MOUNTING SUPPORT,
@ TOP & BASE OF CABINET, TYP.
3"
TOE CLR.
6" MIN.
KNEE CLR.
11" MIN.
KNEE CLR.
8" MIN.
4"
U.O.N.
4"
2' - 3" KNEE CLR.
2' - 10"
1 1/2"
1/4"
2' - 0"
FINISH FLOOR
5"
GABAGE DISPOSAL WHERE
OCCURS, S.P.D.
6 3/8"
9 3/8"
11 1/2"
3/4" MIN. PLYWD. ADJUSTABLE SHELF,
P.LAM. FINISH ON METAL SHELF
BRACKETS & STDS.
SEE ROOM FINISH SCHEDULE
FOR BASE, TYP.
SEE SCHED. FOR PARTITION TYPE
AND WALL FINISH, TYP.
PROVIDE 6" MTL. STUD FRAMING
FOR CABINET MOUNTING SUPPORT
@ TOP AND BASE OF CABINET, TYP.
3/4" QUARTZ COUNTERTOP; WITH 4"
BACKSPLASH (3 SIDES); SEE SPEC,
U.O.N.
3/4" CONT. COUNTERTOP SUPPORT
3"
2' - 0"
4"
TYP. U.O.N.
1' - 11"
1 1/2"
1/4"
2' - 10"
FINISH FLOOR
SEE SCHEDULE FOR PARTITION
TYPE AND WALL
FINISH, TYP.
3/4" PLYWOOD CABINET DOOR W/ P. LAM.
FINISH,SELF CLOSING CONCEALED
HINGES, CATCH AND CABINET LOCK, TYP.
PROVIDE 6" MTL. 16 GA. STUD
FRAMING FOR CABINET MOUNTING
SUPPORT, @ TOP & BASE OF CABINET, TYP
WIRE PULLS, TYP. U.O.N.
3/4" MIN. PLYWD. ADJUSTABLE SHELF,
P.LAM. FINISH ON METAL SHELF
BRACKETS & STDS.
PROVIDE BLOCKING FOR
INSTALLATION AS NECESSARY. TYP.
ALIGN
GYP BD. SOFFIT, SEE
TYP. U.O.N
1' - 1"
SEE ELEVATIONS
2' - 0"
T.O. DOOR FRAME
1"
3/4" WOOD VENEER SLAT
WALL W/FULL 'T'
EXTRUDED ALUMINUM
CHANNEL INSERTS
FLUSH,
COUNTERSUNK
ANCHOR SCREW
TO STUDS, TYP.
WALL BEYOND, SEE SCHEDULE
FOR PARTITION TYPE
1X3 FURRING STRIP
TYP. 9" O.C
ST
07-31-2021 O
ARCHITECT E OF CAL F
REN. AT
A
RN
NO. SE
L
JONATHAN
I C NE
C-30361
D
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HIT
ARC
HARTMAN IUEI HU
9 AS.OAFRANCN
4 0 8 0
HINS
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NDE N VA
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CRAE
I T
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SCSNN
G R O U P
7 S
5 06C
07 18
2PRA
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90 A
EUC+
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SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A9.5-3
INTERIOR DETAILS
- CASEWORK
23604-01
1 1/2" = 1'-0"
2 ICS - BASE CABINET W/ 1 DRAWER
1 1/2" = 1'-0"
3 ICS - BASE CABINET W/ 3 DRAWERS
1 1/2" = 1'-0"
4 ICS - BASE CABINET W/ SINK
1 1/2" = 1'-0"
7 ICS - BASE CABINET W/ SINK & GARBAGE DISPOSAL
1 1/2" = 1'-0"
5 ICS - UPPER CABINET W/ ONE SHELF
1 1/2" = 1'-0"
6 ICS - BASE CABINET W/ ONE SHELF NO DOOR
1 1/2" = 1'-0"
9 ICS - SLATWALL SECTON
DELTA REVISION DATE
3/4" MIN. PLYWD. PLAM FINISH.
3/4" CABINET DOOR, W/ PLAM FINISH WITH
VENTILATION SLOTS, CONCEALED SELFCLOSING HINGES, TUMBLER LOCK, TYP.
SEE SCHED. FOR PARTITION TYPE
AND WALL FINISH, TYP.
PROVIDE 6" MTL. STUD FRAMING FOR
CABINET MOUNTING SUPPORT @
TOP AND BASE OF CABINET, TYP.
3/4" QUARTZ COUNTERTOP O/ 3/4" PLYWOOD
WITH 4" BACKSPLASH (3 SIDES), SEE SPEC
U.O.N.
WIRE PULLS TYP.
3/4" CONT. COUNTERTOP SUPPORT
CLEAR
1' - 0"
1' - 0"
U.O.N.
3' - 4"
U.O.N.
FINISH FLOOR
5 1/2"
2" 4"
MIN. CLEAR
8"
2' - 0"
RECESSED RFID PAD, CONFIRM SIZE AND
LOCATION WITH OWNER
GROMMET FOR ACCESS TO CABINET, CONFIRM
SIZE AND LOCATION WITH OWNER
GROMMET FOR ACCESS TO CABINET, CONFIRM
SIZE AND LOCATION WITH OWNER
3/4" MIN. PLYWD. PLAM FINISH.
3/4" CABINET DOOR, W/ PLAM FINISH,
CONCEALED SELF-CLOSING HINGES,
TUMBLER LOCK, TYP.
SEE SCHED. FOR PARTITION TYPE, TYP.
PROVIDE 6" MTL. STUD FRAMING FOR
CABINET MOUNTING SUPPORT @
TOP AND BASE OF CABINET, TYP.
3/4" QUARTZ COUNTERTOP O/ 3/4" PLYWOOD WITH
4" BACKSPLASH (3 SIDES), SEE SPEC U.O.N.
WIRE PULLS TYP.
3/4" CONT. COUNTERTOP SUPPORT
CLEAR
1' - 0"
1' - 0"
U.O.N.
3' - 4"
U.O.N.
FINISH FLOOR
2" 4"
MIN. CLEAR
8"
2' - 0"
RECESSED RFID PAD, CONFIRM SIZE AND
LOCATION WITH OWNER
GROMMET FOR ACCESS TO CABINET, CONFIRM
SIZE AND LOCATION WITH OWNER
GROMMET FOR ACCESS TO CABINET, CONFIRM
SIZE AND LOCATION WITH OWNER
1"
2"
9 1/4"
STAINLESS STEEL SQUARE GLASS CLAMP
ACRYLIC SCREEN
1' - 6"
COUNTERTOP MATERIAL
COUNTERTOP MATERIAL
VINYL SIGNAGE BY SIGNAGE SUBCONTRACTOR, SEE G3.1-2
COUNTERTOP MATERIAL
SEE SCHED. FOR PARTITION
TYPE AND WALL FINISH, TYP.1' - 10" 4" 2"
2" 3' - 0" 1 1/2"
2" 1' - 4" 1' - 4" 2"
ST
07-31-2021
O
ARCHITECT
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REN.
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A
RN
NO.
SE
L
JONATHAN
I C
NE
C-30361
D
T
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HIT
ARC
HARTMAN
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C
07 18
2 P
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A
O
90 A
EU
C
+
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A9.5-4
INTERIOR DETAILS
- CASEWORK
23604-01
1 1/2" = 1'-0"
1 ICS - SELF-CHECKOUT CABINET
1 1/2" = 1'-0" 2
ICS - SELF-CHECKOUT CABINET - FREE STANDING
1" = 1'-0" 3
IE - SELF CHECKOUT - FREE STANDING
1" = 1'-0"
4 IE - SELF CHECKOUT
DELTA REVISION DATE
NOTE:
1. AT DOORS,THRESHOLD ACTS AS TRANSITION BETWEEN DIFFERING MATERIALS.
2. REFER TO AX.XX FOR TYPICAL CHANGE IN LEVEL
OF DOOR OR DIM PT ON FINISH PLANS
OR PER DETAIL = FLOOR TRANSITION
CARPET, TYPE "1" CARPET, TYPE "2"
RESILIENT FLOOR
CARPET TO RESILIENT FLOOR
B
CARPET RUBBER TRANSITION STRIP
CARPET TO TILE
D
MARBLE THRESHOLD
TILE
CARPET
CARPET TO CARPET
A
RESILIENT FLOOR TO TILE
C
RESILIENT FLOOR
IF ADJACENT CARPETS ARE FROM A DIFFERENT MANUFACTURER AND
TRANSITION DOES NOT OCCUR AT DOORS, PROVIDE RESILIENT TRANSITION STRIP
1/4"
MAX 1:2 (RISE: RUN)
1 2
MARBLE THRESHOLD
1/4"
TILE
1 2
WATERPROOFING MEMBRANE
PARTITION AS SCHEDULED,
SEE PLAN FOR WALL TYPE
TILE COVE BASE
WALL BASE AS SCHEDULED
WALL TILE
FLOOR TILE
GYP. BD., PTD.
CEMENT TILE BACKERBOARD
SEALANT JOINT
RESTROOM
B RB-1: BASE AT CARPET A
RB-2: BASE AT RESILIENT FLOOR
COVE RUBBER
BASE
RESILIENT
FLOOR
STRAIGHT RUBBER
BASE
CARPET
FLOOR
C WB-1: WOOD REVEAL BASE AT ACCENT WALLS
3 1/2"x 5/8" WOOD
BASE, PTD.
FLOOR PER
SCHEDULE
T MOLDING, PTD.
1/2" REVEAL
GYP. BD., PTD.
C
8"
1/4" PER FOOT
DRAIN
TILE
LEVELING COMPOUND
FINISH FLOOR AS SCHEDULED
CEMENTITIOUS SELF-LEVELING COMPOUND
(E) PLYWOOD SUBFLOOR
(E) FLOOR JOISTS
2X BLOCKING AS REQUIRED, S.D.D
JOIST HANGER, S.D.D
5/8" GYP. BD. TAPED TO
PROVIDE TIGHT CONSTRUCTION
(E) 3/4" PLYWOOD
(E) 2X12 JOIST BEYOND
CEMENTITIOUS SELF-LEVELING COMPOUND
FURRED WALL PER PLAN
BREAK BOTTOM TRACK AT DUCT LOCATION
GRILLE LOCATION PER ELEVATION, SIZE S.M.D.
CLEAR PER DUCT, S.M.D.
VARIES
(E) EXTERIOR WALL AND FOUNDATION
METAL EDGE TRIM POUR STOP ALL SIDES OF OPENING
2X BLOCKING AS REQUIRED, S.D.D
JOIST HANGER, S.D.D
5/8" GYP. BD. TAPED TO
PROVIDE TIGHT CONSTRUCTION
(E) 3/4" PLYWOOD
(E) 2X12 JOIST BEYOND
CEMENTITIOUS SELF-LEVELING COMPOUND
WALL PER PLAN
BREAK BOTTOM TRACK AT DUCT LOCATION
GRILLE LOCATION PER ELEVATION, SIZE S.M.D.
METAL EDGE TRIM POUR STOP ALL SIDES OF OPENING
CLEAR PER DUCT, S.M.D.
VARIES
2X BLOCKING AS REQUIRED, S.D.D
JOIST HANGER, S.D.D
5/8" GYP. BD. TAPED TO
PROVIDE TIGHT CONSTRUCTION
(E) 3/4" PLYWOOD
(E) 2X12 JOIST BEYOND
CEMENTITIOUS SELF-LEVELING COMPOUND
LIBRARY STACK SHELVING SYSTEM, SEE A9.6-3
METAL EDGE TRIM POUR STOP ALL SIDES OF OPENING
10"
3 1/2"
1 2
RECESSED SLAB FOR (E) WHISPER BOX, S.S.D
CONTRACTOR TO VERIFY REQUIRED DEPTH OF RECESS SO THAT INTERIOR FINISH FLOOR OF (E) WHISPER BOX IS LEVEL WITH NEW FINISH FLOOR HEIGHT
(E) CONCRETE SLAB TO REMAIN
CONCRETE SLAB, S.S.D
3" = 1'-0"
1 IFL- FLOORING TRANSITIONS
3" = 1'-0"
2 IFR - INT. STUD WALL W TILE AT RESTROOM
3" = 1'-0" 3
IFR- WALL BASE DETAILS
3" = 1'-0" 5
IFL - RESTROOM TILES AT FLOOR DRAIN
ST
07-31-2021
O
ARCHITECT
E OF CAL F
REN.
AT
A
RN
NO.
SE
L
JONATHAN
I C
NE
C-30361
D
T
EC
HIT
ARC
HARTMAN
I
U
E
I
H
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9 AS.O
A
FRANCN
4 0 8 0
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L11
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NDE N VA
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CRAE
I T E C T
SC
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7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A9.5-5
INTERIOR DETAILS
- FLOOR & BASE
23604-01
3" = 1'-0" 4
IFL - TYP. FLOOR
1 1/2" = 1'-0" 7
IFR - DUCT @ FURRED WALL, TYP.
1 1/2" = 1'-0" 8
ID - DUCT @ PARTITION
1 1/2" = 1'-0" 6
IFR - DUCT @ FLOOR, TYP.
1 1/2" = 1'-0" 9
IFL- RECESSED FLOOR
DELTA REVISION DATE
C Addendum C 11/01/2024
ST
07-31-2021
O
ARCHITECT
E OF CAL F
REN.
AT
A
RN
NO.
SE
L
JONATHAN
I C
NE
C-30361
D
T
EC
HIT
ARC
HARTMAN
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
R C
NDE N VA
,N I N G
CRAE
I T E C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A9.6-0
SHELVING
SCHEDULE &
NOTES
23604-01
SHELVING SCHEDULE METAL SHELVING
Unit No. Type Count Shelf Depth
Shelving Base
Depth Stack Height
No. of Adjustable
Shelves Collection
Constr.
Type Shelf Type Base Type
Stack Shelving-DF 1
AAFA Adult African American Collection 1 10" 1' - 10" 5' - 6" 4 Adult African American Collection, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back AFIC Adult Fiction Books 7 10" 1' - 10" 5' - 6" 4 Adult Fiction Books, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back AGENR Genre Fiction 7 10" 1' - 10" 5' - 6" 4 Genre Fiction, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back ALP Large Type 1 10" 1' - 10" 5' - 6" 4 Large Type, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back ANF Adult Nonfiction/ Biographies 3 10" 1' - 10" 5' - 6" 4 Adult Nonfiction/ Biographies, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back AWL World Language - Fiction, NF, genre Adult & Teen 1 10" 1' - 10" 5' - 6" 4 World Language - Fiction, NF, genre Adult & Teen, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back JFIC Children's Fiction DF 2 1' - 0" 2' - 2" 5' - 0" 3 ESL Collection, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back JMUP Moving Up 1 1' - 0" 2' - 2" 5' - 0" 3 Moving Up, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back JREADR Chidren - JREADR 7 1' - 0" 2' - 2" 5' - 0" 2 ESL Collection, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back JWL World Language - Fiction, NF, genre 1 1' - 0" 2' - 2" 5' - 0" 3 World Language - Fiction, NF, genre, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back YFIC Teen fiction/PB 2 1' - 3" 2' - 8" 5' - 0" 3 Teen fiction/PB, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back YGN Teen Graphic Novels 2 1' - 3" 2' - 8" 5' - 0" 3 Teen Graphic Novels, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back YMANG Teen Manga 7 1' - 3" 2' - 8" 5' - 0" 3 Teen Manga, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back Stack Shelving-DF with Grilles
AAFA Adult African American Collection 2 10" 1' - 10" 5' - 6" 4 Adult African American Collection, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base AFIC Adult Fiction Books 4 10" 1' - 10" 5' - 6" 4 Adult Fiction Books, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base AGENR Genre Fiction 5 10" 1' - 10" 5' - 6" 4 Genre Fiction, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base ALP Large Type 1 10" 1' - 10" 5' - 6" 4 Large Type, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base ANF Adult Nonfiction/ Biographies 5 10" 1' - 10" 5' - 6" 4 Adult Nonfiction/ Biographies, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base AWL World Language - Fiction, NF, genre Adult & Teen 3 10" 1' - 10" 5' - 6" 4 World Language - Fiction, NF, genre Adult & Teen, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base JFIC Children's Fiction DF 1 1' - 0" 2' - 2" 5' - 0" 3 ESL Collection, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base JWL World Language - Fiction, NF, genre 1 1' - 0" 2' - 2" 5' - 0" 3 World Language - Fiction, NF, genre, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base YFIC Teen fiction/PB 2 1' - 3" 2' - 8" 5' - 0" 3 Teen fiction/PB, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base Stack Shelving-DF with Grilles Two program
JFIC Graphic Novels + Manga / Children's Fiction 4 1' - 0" 2' - 2" 5' - 0" 3 ESL Collection, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base JGN Graphic Novels + Manga / World Language +
Fiction
5 1' - 0" 2' - 2" 5' - 0" 3 ESL Collection, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base JMUP Moving Up / Children's Fiction 2 1' - 0" 2' - 2" 5' - 0" 3 ESL Collection, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base JREADR Easy readers / Children's Fiction 4 1' - 0" 2' - 2" 5' - 0" 3 ESL Collection, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base Stack Shelving-SF
AKIT Adult Kits, Single Faced 2 10" 11 1/2" 5' - 6" 4 Adult Kits, Single Faced MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back ANF Adult Nonfiction /Biographies, Single Faced 8 10" 11 1/2" 5' - 6" 4 Adult Nonfiction /Biographies, Single Faced MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back FOL FOLBS 10 1' - 0" 1' - 1 1/2" 4' - 0" 3 Adult Fiction, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back HOLD Hold 3 1' - 0" 1' - 1 1/2" 5' - 6" 4 Adult Fiction, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back JBOARD Boardbooks, Single Faced 2 1' - 0" 1' - 1 1/2" 5' - 0" 3 Boardbooks, Single Faced MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back JKIT Children's Kits, Single Faced 1 10" 11 1/2" 5' - 0" 3 Children's Kits, Single Faced MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back JMAG Children's Periodicals, Single Faced 1 10" 11 1/2" 5' - 0" 3 Children's Periodicals, Single Faced MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back JNF Children's Nonfiction, Single Faced 7 10" 11 1/2" 5' - 0" 4 Children's Nonfiction, Single Faced MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back JPIC Picture books, Single Faced 15 1' - 0" 1' - 1 1/2" 5' - 0" 3 Picture books, Single Faced MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back MAG Periodicals - Magazines, Single Faced 1 1' - 0" 1' - 1 1/2" 5' - 6" 4 Periodicals - Magazines, Single Faced MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back STAFF Staff 2 1' - 0" 1' - 1 1/2" 3' - 6" 4 Adult Fiction, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back STAFFH <varies> 3 1' - 0" 1' - 1 1/2" 7' - 0" 7 Staff MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back YNF Teen Nonfiction + Bio, Single Facing 1 1' - 0" 1' - 1 1/2" 5' - 0" 3 Teen Nonfiction + Bio, Single Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back Stack Shelving-SF with Grilles
AKIT Adult Kits, Single Faced 1 10" 11 1/2" 5' - 6" 4 Adult Kits, Single Faced MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base ANF Adult Nonfiction /Biographies, Single Faced 6 10" 11 1/2" 5' - 6" 4 Adult Nonfiction /Biographies, Single Faced MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base HOLD Hold 2 1' - 0" 1' - 1 1/2" 5' - 6" 4 Adult Fiction, Double Facing MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base JBOARD Boardbooks, Single Faced 1 1' - 0" 1' - 1 1/2" 5' - 0" 3 Boardbooks, Single Faced MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base JNF Children's Nonfiction, Single Faced 2 10" 11 1/2" 5' - 0" 4 Children's Nonfiction, Single Faced MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base JPIC Picture books, Single Faced 3 1' - 0" 1' - 1 1/2" 5' - 0" 3 Picture books, Single Faced MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base MAG Periodicals - Magazines, Single Faced 1 1' - 0" 1' - 1 1/2" 5' - 6" 4 Periodicals - Magazines, Single Faced MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base STAFF Staff 42" 2 1' - 0" 1' - 1 1/2" 3' - 6" 4 Staff MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base STAFFH Staff 84" 1 1' - 0" 1' - 1 1/2" 7' - 0" 7 Staff MTL Flat Book Shelf w/Integral Low Back Sloped Closed Base w/Integral Low Back, Perforated Base
SHELVING SCHEDULE GONDOLAS
Unit No. Type Count Shelf Depth
Shelving Base
Depth Stack Height Shelving LF Shelf Type Constr. Type Total No. of Sections Gondola
AAUDIO Audiobooks 1 1' - 3" 2' - 6" 4' - 0" 30 Slotted Multimedia Display Shelf MTL 2 ADVD DVDs + Video Games 2 1' - 3" 2' - 6" 4' - 0" 30 Slotted Multimedia Display Shelf MTL 2 ALD Adult Lucky Day 2 1' - 3" 2' - 6" 4' - 0" 30 Slotted Multimedia Display Shelf MTL 2 ANEW Adult Browsing/New Books/Popular Materials 2 1' - 3" 2' - 6" 4' - 0" 30 Slotted Multimedia Display Shelf MTL 2 DVOICE Diverse Voices 1 1' - 3" 2' - 6" 4' - 0" 30 Slotted Multimedia Display Shelf MTL 2 JDVD Children's DVDs 1 1' - 3" 2' - 6" 4' - 11" 30 Slotted Multimedia Display Shelf MTL 2 JLD Children Lucky Day 4 1' - 3" 2' - 6" 4' - 0" 30 Slotted Multimedia Display Shelf MTL 2 YLD Teen Lukcy Day 1 1' - 3" 2' - 6" 4' - 0" 30 Slotted Multimedia Display Shelf MTL 2 Gondola ONE SIDE
JAUDIO Children's Audiobooks, Single Faced 1 1' - 0" 2' - 6" 4' - 6" 30 Flat Book Shelf w/Integral Low Back MTL 2 JLD Children Lucky Day, Single Facing 1 1' - 0" 2' - 6" 4' - 6" 30 Flat Book Shelf w/Integral Low Back MTL 2
DELTA REVISION DATE
AWL
AWL
AWL
AWL
AAFA
AAFA
AAFA
AAFA
ANF
ANF
ANF
ANF
ANF
ANF
ANF
ANF
ANF
ANF
ANF
ANF
AFIC
AFIC
AFIC
AFIC
AFIC
AFIC
AFIC
AFIC AFIC
AFIC
AFIC
AFIC
AGENR
AGENR
AGENR
AGENR
AGENR
AGENR
AGENR
AGENR
AGENR
AGENR
AGENR
AGENR
ALP
ALP
ALP
ALP
AGENR
AGENR
AFIC
AFIC
AFIC
AFIC
AFIC
AFIC
AGENR
AGENR
AGENR
AGENR
ANF ANF ANF ANF ANF ANF ANF AKIT AKIT AKIT MAG MAG
AFIC
AFIC
AFIC
AFIC
AGENR
AGENR
AGENR
AGENR
JMAG JNF JNF JNF JNF JNF JNF JNF JNF JNF JKIT
YFIC
YFIC
YFIC
YFIC
YFIC
YFIC
YFIC
YFIC
AWL
AWL
AAFA
AAFA
AWL
AWL
ANF
ANF
ANF
ANF
JPIC JPIC JPIC JPIC
JFIC
JFIC
JFIC
JFIC
JFIC
JFIC
JPIC JPIC JPIC JPIC JBOARDJBOARD
JPIC
ANF
JREADR
JREADR
JREADR
JREADR
JREADR
JREADR
JREADR
JREADR
YNF
AGENR
AGENR
JPIC
UP
UP
JPIC JPIC JPIC
JPIC JPIC JPIC
JREADR
JREADR
JREADR
JREADR
JREADR
JREADR
FOL FOL FOL FOL
FOL FOL FOL
FOL FOL FOL ANF ANF ANF ANF HOLD HOLD HOLD HOLD ANF HOLD ANF JPIC
JBOARD
STAFFH STAFFH STAFFH STAFFH
JWL
JWL
JWL
JWL
JMUP
JMUP
JPIC
STAFF STAFF STAFF STAFF
JWL
JGN
JWL
JGN
JWL
JGN
JWL
JGN
JWL
JGN
JGN
JFIC
JGN
JFIC
JGN
JFIC
JGN
JFIC
JFIC
JMUP
JFIC
JMUP
JFIC
JREADR
JFIC
JREADR
JFIC
JREADR
JFIC
JREADR
OPEN TO
BELOW
4' - 0" 4' - 0"
3' - 10"
4' - 0" 4' - 0"
EQ EQ
4' - 0" 4' - 0" 4' - 0" 4' - 0"
6' - 1 3/8"
4' - 2" 4' - 0" 4' - 0"
9' - 10"
4' - 2"
6' - 7"
4' - 9 7/8"
7' - 10 1/2"
2' - 10 3/8"
PB PB
PB PB PB
PB PB
PB
PB PB
PB PB
PB PB
PB PB
PB PB
PB
PB
PB
PB
PB PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB PB
PB PB PB PB
PB
PB
PB
PB
PB PB
PB
1043
1043
5 A9.6-3
3 A9.6-3
5 A9.6-3
ST
07-31-2021 O
ARCHITECT E OF CAL F
REN. AT
A
RN
NO. SE
L
JONATHAN
I C NE
C-30361
D
T EC
HIT
ARC
HARTMAN IUEI HU
9 AS.OAFRANCN
4 0 8 0
HINS
L11
ALER C
NDE N VA
,N I N G
CRAE
I T
E
C
T
SCSNN
G R O U P
7 S
5 06C
07 18
2PRA
O
90 A
EUC+
ER 4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
N
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A9.6-1
METAL SHELVING
PLAN
23604-01
KEYNOTE
NO. KEYNOTE TEXT
1043 SELF CHECK
1/8" = 1'-0"
1 FP01 - FIRST FLOOR SHELVING PLAN
SHELVING LEGEND
PB - PERFORATED BASE
DELTA REVISION DATE
2' - 0" 2' - 6"
#16 GA BASE BRACKET
#16 GA BASE BRACKET
BOTTOM SPREADER 1" x 1 3/4"
x #16GA FORMED CHANNEL
#16 GA REINFORCING
GUSSET AT 39" HIGH
PORTAL FRAME STRUT
TUBE 1" x 3" x #16GA AT
ALTERNATE BAYS
PORTAL FRAME STRUT
TUBE 1" x 3" x #16GA AT
ALTERNATE BAYS
1/4" MACHINE BOLT
TYPICAL
16 GAUGE WASHER AS
NECESSARY FOR
SPACING
2-SDS25200 SCREWS, (4) AT EACH
END OF SHELF AT 4 POST SHELVING
TOP SPREADER
1" x 3" x #16GA
3 A9.6-3
5 A9.6-3
AT DOUBLE
FACED SHELVING
BOTTOM SPREADER
1" X 1 3/4" X #16GA
FORMED CHANNEL
WOOD VENEER END PANEL,
WHERE OCCURS
#14 X 3/4" PAN HEAD SMS
SAME SPACING AS 1/4"
MACHINE SCREWS (SEE
SIDE VIEW OF DOUBLE
FACES BASE AT RIGHT - 7
PLACES)
1' - 0"
WOOD VENEER CANOPY TOP,
WHERE OCCURS
FASTENERS PER.
DETAIL 2
CANOPY TOP
BRACKET, EACH SIDE
#10 X 3/4" WOOD SCREW
AT CANOPY TOP
BRACKET, EACH SIDE
16 GA WASHER
#10 X 3/4" WOOD
SCREW AT UPRIGHT,
TYP.
#16 GA REINFORCING
GUSSET AT 39" HIGH
1/4" MACHINE SCREWS
FULL FIXED BASE SHELF CLIPIN 18 GA, EXTENDS BEYOND
FRAME ASSEMBLY
4 1/4" 5 1/4"
1/4" MACHINE SCREWS
1/4" MACHINE SCREWS
SDS25200 SCREWS, (2) AT EACH
END OF SHELF
1' - 6 1/2" 7"
1" 1"
C
#16 GA REINFORCING
GUSSET AT 39" HIGH
1/4" MACHINE SCREWS
FULL FIXED BASE SHELF
CLIP-IN 18 GA, EXTENDS
BEYOND FRAME ASSEMBLY
4 1/4" 5 1/4"
1/4" MACHINE SCREWS
1/4" MACHINE SCREWS
1' - 6 1/2" 7"
SDS25200 SCREWS, (2) AT EACH
END OF SHELF
1"
C
1/4" TEK SCREW
16 GA MIN. BACKING PER
(2) 1/4" X 2" SHEET METAL SCREWS
AT EACH BACKING @ 32" O.C.
(TOTAL 4 ANCHORS)
WALL CLIP, #10 GA 2" X 1" X
1" @ 32" O.C
WIDTH PER SCHEDULE
PERFORATED BASE
BY MFR, PER PLAN
1 1/2" = 1'-0" 6
ICS - SHELVING ELEVATION
1 1/2" = 1'-0"
1 ICS - SHELVING END PANEL DETAIL
1 1/2" = 1'-0"
3 ICS - DOUBLE FACED SHELVING SECTION
1 1/2" = 1'-0" 5
ICS - SINGLE FACED SHELVING SECTION - WALL MOUNTED
1 1/2" = 1'-0"
4 ICS- TOP OF CANTILEVER UPRIGHT AT WALL
SHEET NOTES:
1. VERIFY IN FIELD ALL SHELVING WIDTHS AGAINST REQUIRED CLEARANCES. AT RECESSED WALL SHELVING, ALLOW SPACE FOR
WALL BASE AT RETURN WALLS OF ALCOVE.
2. SEE SHELVING PLANS ON A9.6-1
3. ANY SHELVING ADJACENT TO WALL REQUIRES LATERAL SUPPORT, SEE 4/A9.6-0
4. SHELF DEPTHS SHOWN WITHIN THE SHELVING SECTIONS ARE
NOMINAL. THE CONTRACTOR SHALL CONFIRM THE ACTUAL DEPTHS
WITH THE SELECTED SHELVING MANUFACTURER AND SHALL SUBMIT
THIS INFORMATION TO THE OWNER & ARCHITECT PRIOR TO
ORDERING AND FABRICATION.
5. NO END PANEL OR CANOPY TOP AT RECESSED LIBRARY STACKS
6. QUANTITIES OF SHELVES SHOWN ARE FOR EACH SHELVING SECTION FACE.
7. SHELVING SECTION WIDTH IS 36", U.O.N.
8. SHELVING QUANTITIES ARE EXCLUSIVE OF THE SHELVING UNIT FIXED BASE SHELF.
9. PROVIDE & INSTALL CANOPY BRACKETS AS NEEDED FOR
INSTALLATION OF CANOPY TOP. COORDINATE QUANTITY, SIZE & TYPE WITH MANUFACTURER.
10. PROVIDE & INSTALL (1) ADJUSTABLE INTEGRAL METAL SHELF DIVIDER FOR EACH METAL SHELF SHOWN, WHERE APPLICABLE.
ST
07-31-2021
O
ARCHITECT
E OF CAL F
REN.
AT
A
RN
NO.
SE
L
JONATHAN
I C
NE
C-30361
D
T
EC
HIT
ARC
HARTMAN
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
R C
NDE N VA
,N I N G
CRAE
I T E C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A9.6-3
SHELVING NOTES
& DETAILS
23604-01
3" = 1'-0"
2 ICS - STACK PERFORATED BASE
C
DELTA REVISION DATE
C Addendum C 11/01/2024
AWL
AWL
AWL
AWL
AAFA
AAFA
AAFA
AAFA
ANF
ANF
ANF
ANF
ANF
ANF
ANF
ANF
ANF
ANF
ANF
ANF
AFIC
AFIC
AFIC
AFIC
AFIC
AFIC
AFIC
AFIC AFIC
AFIC
AFIC
AFIC
AGENR
AGENR
AGENR
AGENR
AGENR
AGENR
AGENR
AGENR
AGENR
AGENR
AGENR
AGENR
ALP
ALP
ALP
ALP
AGENR
AGENR
AFIC
AFIC
AFIC
AFIC
AFIC
AFIC
AGENR
AGENR
AGENR
AGENR
ANF ANF ANF ANF ANF ANF ANF AKIT AKIT AKIT MAG MAG
AFIC
AFIC
AFIC
AFIC
AGENR
AGENR
AGENR
AGENR
JMAG JNF JNF JNF JNF JNF JNF JNF JNF JNF
YGN
YGN
YGN
YGN
YMANG
YMANG
YMANG
YMANG
YMANG
YMANG
YMANG
YMANG
JKIT
YMANG
YMANG
YMANG
YMANG
YMANG
YMANG
YFIC
YFIC
YFIC
YFIC
YFIC
YFIC
YFIC
YFIC
AWL
AWL
AAFA
AAFA
AWL
AWL
ANF
ANF
ANF
ANF
JPIC JPIC JPIC JPIC
JFIC
JFIC
JFIC
JFIC
JFIC
JFIC
JPIC JPIC JPIC JPIC JBOARDJBOARD
JPIC
ANF
JREADR
JREADR
JREADR
JREADR
JREADR
JREADR
JREADR
JREADR
YNF
AGENR
AGENR
JPIC JPIC JPIC JPIC
JPIC JPIC JPIC
JREADR
JREADR
JREADR
JREADR
JREADR
JREADR
JLD JLD
JLD JLD
JLD JLD
JLD JLD
JLD
YLD YLD
ALD ALD
AANEW NEW
AANEW NEW
AADVD DVD
AAAAUDIO UDIO
AADVD DVD
FOL FOL FOL FOL
FOL FOL FOL
FOL FOL FOL ANF ANF ANF ANF HOLD HOLD HOLD HOLD ANF HOLD ANF JPIC
JBOARD
JJDVD DVD
JAUDIO
STAFFH STAFFH STAFFH STAFFH
JWL
JWL
JWL
JWL
JMUP
JMUP
UP
UP
ALD ALD
JPIC
DVOICE DVOICE
STAFF STAFF STAFF STAFF
JWL
JGN
JWL
JGN
JWL
JGN
JWL
JGN
JWL
JGN
JGN
JFIC
JGN
JFIC
JGN
JFIC
JGN
JFIC
JFIC
JMUP
JFIC
JMUP
JFIC
JREADR
JFIC
JREADR
JFIC
JREADR
JFIC
JREADR
OPEN TO
BELOW
G3.1-3
1 A8.0-1
4 A8.0-1
5 2 A8.0
-1
ST
07-31-2021 O
ARCHITECT E OF CAL F
REN. AT
A
RN
NO. SE
L
JONATHAN
I C NE
C-30361
D
T EC
HIT
ARC
HARTMAN IUEI HU
9 AS.OAFRANCN
4 0 8 0
HINS
L11
ALER C
NDE N VA
,N I N G
CRAE
I T
E
C
T
SCSNN
G R O U P
7 S
5 06C
07 18
2PRA
O
90 A
EUC+
ER 4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
A10.1-1
FURNITURE PLAN
(N.I.C., FOR
REFERENCE ONLY)
23604-01
KEYNOTE
NO. KEYNOTE TEXT
1/8" = 1'-0"
1 FP01 - FIRST FLOOR FURNITURE PLAN
DELTA REVISION DATE
GENERAL SIGNAGE LEGEND
DEFIBRILLATOR SIGN
ASSISTIVE LISTENING SIGN
OCCUPANCY SIGN
RESTROOM ID SIGN
RESTROOM DOOR SIGN
RESTROOM VINYL SIGN
EXIT SIGN
EXIT ROUTE SIGN
NOT AN EXIT
EMERGENCY EXIT ONLY SIGN
EMERGENCY EXIT ONLY SIGN
EVACUATION MAP
FACP INSIDE SIGN
FIRE EXTINGUISHER SIGN
BUILDING INFORMATION SIGNAGE
INTERNATIONAL SYMBOL OF ACCESSIBILITY
BOOK RETURN
MEETING ROOM
BOOKSTORE
THE STUDIO
CHILDREN
TEEN
SIGNAGE TAGS
### - XXX
SIGN TYPE
SIGN NUMBER
AED
ALD
OCC
CRR1
CRR2
EX1
EX4
EVAC
FE
M1
M2
WA1 CRR3
EX2
EX5
FACP
WA2
ROOM ID SIGN
STAFF ONLY
TYPICAL B.O.H. ROOM ID SIGN
RM1
RM4
RM3
WA3
WA5
WA4
WA6
EX3
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7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
G0.0
SIGNAGEGENERAL NOTES &
LEGEND
23604-01
GENERAL NOTES
1. DESIGN DRAWINGS ARE FOR INTENT ONLY AND MEANT TO INDICATE ONLY SIZE, STYLE, TYPE, LAYOUT, COLOR AND SHAPE.
2. SIGNAGE SHALL MEET ALL CURRENT FEDERAL, STATE AND LOCAL CODES, INCLUDING, BUT NOT LIMITED TO THOSE IDENTIFIED BELOW. THE MOST STRINGENT REQUIREMENT APPLIES.
A. 2022 CALIFORNIA BUILDING CODE
i. 1003.3 PROTRUDING OBJECTS
ii. 1004.3 POSTING OF OCCUPANT LOAD
iii. 1013.1 EXIT SIGNS
iv. 1007.9 SIGNAGE
v. 1007.10 DIRECTIONAL SIGNAGE
vi. 1008.7.9.3 LOCKS AND LATCHES
vii. 11B 407 HOISTWAY SIGNS
viii. 10022.9 STAIRWAY IDENTIFICATION SIGNS
ix. CHAPTER 11B, DIVISION 7- COMMUNICATION ELEMENTS AND FEATURES B. TITLE 24 PART 9- CALIFORNIA FIRE CODE
i. 505.1 ADDRESS IDENTIFICATION
ii. 509.1 FIRE PROTECTION EQUIPMENT IDENTIFICATION
iii. 605.3.1 ELECTRICAL, WIRING, AND HAZARD
iv. 912.4 FIRE DEPARTMENT CONNECTIONS
C. 2016 AMERICANS WITH DISABILITIES ACT STANDARDS
D. CCR- CALIFORNIA CODE OF REGULATIONS TITLE 19
E. CITY OF SACRAMENTO SIGN ORDINANCE (TITLE 23)
3. ALL ENGINEERING/ MOUNTING REQUIREMENTS ARE THE RESPONSIBILITY OF THE SIGNAGE CONTRACTOR.
DETAILS AND CALCULATIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION.
4. VERIFY LOCATIONS AND QUANTITIES OF FIRE EXTINGUISHERS SIGNS AND EVACUATION MAPS WITH FIRE MARSHALL.
5. VERIFY AND PROVIDE QUANTITIES FOR EACH SIGN TYPE AS SHOWN ON SIGNAGE SCHEDULE, PLANS AND DETAIL DRAWINGS.
6. SEE SIGNAGE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
SHEET INDEX
SIGNAGE SHEET INDEX
Sheet Number Sheet Name
G0.0 SIGNAGE- GENERAL NOTES & LEGEND
G0.1 SIGNAGE- FONTS, COLORS & TYP. MOUTNING HEIGHTS
G1.0-0 SIGNAGE- SCHEDULE
G1.0-2 SIGNAGE- WAYFINDING COLLECTION SIGNAGE PLAN
G2.1-1 SIGNAGE- CODE SIGNS (EXTERIOR)
G2.2-1 SIGNAGE- CODE SIGNS (INTERIOR)
G3.1-1 SIGNAGE-WAYFINDING SIGNAGE
G3.1-5 WAYFINDING SIGNAGE - COLLECTION SIGNAGE
G2.2-2 CODE SIGNAGE
G2.2-3 CODE SIGNAGE
G1.0-1 SIGNAGE- CODE & WAYFINDING SIGNAGE PLAN
G3.1-2 SIGNAGE-WAYFINDING SIGNAGE
G3.1-3 SIGNAGE-WAYFINDINGS SIGNAGE
G1.0-3 SIGNAGE- END PANEL & STACK TOPPER SIGNAGE -
SHEDULE
G3.1-4 SIGNAGE-WAYFINDINGS SIGNAGE
DELTA REVISION DATE
USED ON THIS PROJECT
85% 20%
U.O.N., ALL REQ. TEXT AND BRAILLE
ON ACCESSIBLE SIGNAGE SHALL
CONFORM TO CBC CHAPTER 11B,
DIVISION 7:
RAISED CHARACTERS (WHERE
REQUIRED) SHALL BE RAISED 1/32"
MIN., UPPERCASE CHARACTERS,
AND SANS SERIF STYLE, NO ITALIC,
OBLIQUE, SCRIPT, HIGHLY
DECORATIVE, OR OF OTHER
UNUSUAL FORMS. (CBC 11B-703.2)
MINIMUM CHARACTER HEIGHT
SHALL COFORM WITH CBC TABLE
11B-703.5.5
CALIFORNIA GRADE 2 BRAILLE
ROUNDED OR DOMED DOTS MUST
BE 0.025"(0.6mm) TO 0.037"(0.9mm)
HIGH @ DOT APEX, TYP. ALL (TABLE
11B-703.3.1 AND FIGURE 11B-703.3.1)
STROKE TO
HT. RATIO
10%-20%
1:10-1:5
WIDTH TO
HT. RATIO
60%-100%
3:5-1:1
0.300"(7.6mm)
0.100"(2.5mm)
.
I
I
XI O
X
X
SIGNAGE COLORS & MATERIALS TO MATCH ARCHITECT'S SAMPLE
NOTE:
C1 C2 C3 C4 C5
C6 C7 C8
NO RAISED DOT
BASE DIAMETER
BLANK CELL SPACE BETWEEN WORDS
SINGLE BRAILLE CELL
DISTANCE BETWEEN DOTS IN THE
SAME CELL
DISTANCE BETWEEN
CORRESPONDING DOTS IN
ADJACENT CELLS
DISTANCE BETWEEN DOTS IN
THE SAME CELL
DISTANCE BETWEEN
CORRESPONDING DOTS FROM
ONE CELL DIRECTLY BELOW
MEASUREMENT RANGE MINIMUM IN INCHES
MAXIMUM IN INCHES
DOT BASE DIAMETER 0.059 " TO 0.063"
DISTANCE BETWEEN TWO DOTS IN THE SAME CELL 0.100"
DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS 0.300" DOT HEIGHT 0.025" TO 0.037"
DISTANCE BETWEEN CORRESPONDING
DOTS FROM ONE CELL DIRECTLY BELOW
0.395" TO 0.400"
BRAILLE SHALL BE CONTRACTED/GRADE 2 ROUNDED OR DOMED DOTS, TYP. ALL.
NAME/NUMBER TACTILE PLAQUE
ON LATCH SIDE WHERE
APPLICABLE, SEE PLANS FOR
LOCATION
OF DOOR
TOILET ROOM SYMBOL
WHERE APPLICABLE, SEE
PLANS FOR LOCATION
FINISH FLOOR
RESTROOM DOOR, ROOM ID, EXIT SIGNAGE*
45.0°
NOTE: SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" MIN. X18" MIN. CENTERED ON THE
TACTILE CHARACTERS IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN
POSITION
INSTALLATION HEIGHT & LOCATION:
11B-703.4 (CBC 2022)
11B-703.3.2 POSITION: BRAILLE SHALL BE
POSITIONED BELOW THE
CORRESPONDING TEXT IN A HORIZONTAL
FORMAT, FLUSH LEFT OR CENTER. IF
TEXT IS MULTI-LINED, BRAILLE SHALL BE
PLACED BELOW THE ENTIRE TEXT.
BRAILLE SHALL BE SEPARATED 3/8" MIN
AND 1/2" MAX. FROM ANY OTHER TACTILE
CHARACTERS AND 3/8" MIN. FROM
RAISED BORDERS AND DECORATIVE
ELEMENTS
11B-703.4.1: TACTILE CHARACTERS ON
SIGNS SHALL BE LOCATED 48" MIN A.F.F.
MEASURED FROM THE BASELINE OF THE
LOWEST BRAILLE CELLS AND 60" MAX
A.F.F. MEASURED FROM THE BASELINE
OF THE HIGHEST LINE OF RAISED
CHARACTER.
6"
1' - 6" MIN.
1' - 6" MIN.
PROJECT STANDARD
5' - 0"
ALL SIGN TYPES TO BE MOUNTED AT TYPICAL
MOUNTING HEIGHTS UNLESS OTHERWISE
NOTED
WHEN MULTIPLE SIGNS ARE LOCATED ON THE
SAME SIDE OF THE SAME DOOR, REFER TO A5
SERIES, INTERIOR ELEVATIONS FOR ORDER.
ALLOW MIN. 3" SPACING BETWEEN ADJACENT
SIGNS
SIGNS MOUNTED TO GLASS SHALL HAVE VINYL
BACKING TO MATCH SIGN PLAQUE COLOR.
WHEN A SIGNS ARE MOUNTED BACK TO BACK
ON GLASS, THE SMALLER SIGN SHOULD BE
CHANGED TO MATCH THE LARGER SIGN.
ROOM ID, EXIT SIGNAGE*
INSTALLATION HEIGHT & LOCATION:
11B-703.4 (CBC 2022)
6"
1' - 6" MIN.
NOTE: WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A
SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL.
OF TACTILE
CHARACTERS
3"
TACTILE EXIT SIGN ON LATCH
SIDE WHERE APPLICABLE, SEE
PLANS FOR LOCATION
OF SIGANGE
3"
3" 1' - 6"
MIN.
NOTE:
PROJECT STANDARD MOUNTING HEIGHT: 5'-0"
FOR CONSISTENT ROOM SIGN ELEVATION,
INSTALL ALL SIGNS AT 5'-0" CENTERLINE. SIGNS
ARE DESIGNED TO MEET 11B-703.4.1
REQUIREMENTS.
1' - 6" MIN.
OF TACTILE
CHARACTERS
MIN.
1' - 6"
1' - 3"
PROJECT STANDARD
5' - 0"
OF SIGANGE
ST
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PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
G0.1
SIGNAGE- FONTS,
COLORS & TYP.
MOUTNING
HEIGHTS
23604-01
6" = 1'-0"
1 CALIFORNIA BRAILLE & FONT RATIO
1" = 1'-0" 5
SIGNAGE FONT- GOTHAM MEDIUM
1" = 1'-0" 6
SIGNAGE COLORS1
1" = 1'-0" 4
SIGNAGE FONT- MYRAID PRO BOLD
12" = 1'-0" 2
DA - BRAILLE MEASUREMENT
1/4" = 1'-0"
3 SIGNAGE MOUNTING HEIGHTS AND LOCATION
C
DELTA REVISION DATE
C Addendum C 11/01/2024
ST
07-31-2021
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ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
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7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
G1.0-0
SIGNAGESCHEDULE
23604-01
CODE & WAYFINDING SIGNAGE SCHEDULE
TYPE MARK PLAN NUMBER TYPE SIGN TEXT / (GRAPHIC)
AED
AED 100 CODE WALL MTD -AED SEE 1/G2.2-3
ALD
ALD 102 CODE WALL MTD - ALD-ASSISTIVE LISTENING SIGN SEE 1/G2.2-1 ALD 113 CODE WALL MTD - ALD-ASSISTIVE LISTENING SIGN SEE 1/G2.2-1 ALD 114 CODE WALL MTD - ALD-ASSISTIVE LISTENING SIGN SEE 1/G2.2-1 ALD 117 CODE WALL MTD - ALD-ASSISTIVE LISTENING SIGN SEE 1/G2.2-1 CRR1a
CRR1a 112 WAYFINDING SIGNAGE - ALL GENDER RESTROOM SEE 6/G2.2-2 CRR1b
CRR1b 105 ALL GENDER / STAFF RESTROOM ROOM ID SIGN - ACCESSIBLE SEE 2/G2.2-2 CRR1b 123 ALL GENDER / STAFF RESTROOM ROOM ID SIGN - ACCESSIBLE SEE 2/G2.2-2 CRR1c
CRR1c 109 FAMILY RESTROOM ROOM ID SIGN - ACCESSIBLE SEE 1/G2.2-2 CRR2
CRR2 105 ALL GENDER RESTROOM - DOOR SIGN SEE 5/G2.2-2
CRR2 109 ALL GENDER RESTROOM - DOOR SIGN SEE 5/G2.2-2
CRR2 112 ALL GENDER RESTROOM - DOOR SIGN SEE 5/G2.2-2
CRR2 123 ALL GENDER RESTROOM - DOOR SIGN SEE 5/G2.2-2
EVAC
EVAC 102 CODE WALL MTD - EVACUATION ROUTE SIGNAGE SEE 3/G2.2-4, GRAPHIC TO BE PROVIDED EVAC 110 CODE WALL MTD - EVACUATION ROUTE SIGNAGE SEE 3/G2.2-4, GRAPHIC TO BE PROVIDED EVAC 116 CODE WALL MTD - EVACUATION ROUTE SIGNAGE SEE 3/G2.2-4, GRAPHIC TO BE PROVIDED EVAC 125 CODE WALL MTD - EVACUATION ROUTE SIGNAGE SEE 3/G2.2-4, GRAPHIC TO BE PROVIDED EX1
EX1 101 EXIT SIGN (EXIT)
EX1 101 EXIT SIGN (EXIT)
EX1 102 EXIT SIGN (EXIT)
EX1 110 EXIT SIGN (EXIT)
EX1 125 EXIT SIGN (EXIT)
EX2
EX2 102 EXIT ROUTE SIGN (EXIT ROUTE)
EX2 110 EXIT ROUTE SIGN (EXIT ROUTE)
EX3
EX3 112 CODE SIGNAGE - NOT AN EXIT (NOT AN EXIT)
EX3 115 CODE SIGNAGE - NOT AN EXIT (NOT AN EXIT)
EX5
EX5 103 CODE WALL MTD - EMERGENCY EXIT ONLY ALARM WILL SOUND (EMERGENCY EXIT ONLY ALARM WILL SOUND)
EX5 110 CODE WALL MTD - EMERGENCY EXIT ONLY ALARM WILL SOUND (EMERGENCY EXIT ONLY ALARM WILL SOUND)
EX6
EX6 002 CODE SIGNAGE - EXIT STAIR UP (EXIT STAIR UP)
FE
FE 100 CODE WALL - REVESSED FIRE EXTINGUISHER CABINET SEE 5/G2.2-4 FE 101 CODE WALL - REVESSED FIRE EXTINGUISHER CABINET SEE 5/G2.2-4
CODE & WAYFINDING SIGNAGE SCHEDULE
TYPE MARK PLAN NUMBER TYPE SIGN TEXT / (GRAPHIC)
FE 102 CODE WALL - REVESSED FIRE EXTINGUISHER CABINET SEE 5/G2.2-4 FE 103 CODE WALL - REVESSED FIRE EXTINGUISHER CABINET SEE 5/G2.2-4 M1
M1 01 CODE SIGNAGE - HOURS OF OPERATION SEE 2/G2.2-1
M1 02 CODE SIGNAGE - SERVICE ANIMALS ONLY SEE 4/G2.2-1
M1 03 CODE SIGNAGE - NO SMOKING SEE 3/G2.2-1
M2
M2 CODE SIGNAGE - INTERNATIONAL SYMBOL OF ACCESSIBILITY SEE 5/G2.2-1 OCC2
OCC2 102 CODE ROOM ID SIGN - MULTI USAGE OCCUPANCY SIGNAGE SEE 1/G2.2-4 RM1
RM1 101 CODE ROOM ID SIGN - TYPCIAL LIBRARY ROOM ID SIGN SEE 9/G2.2-1 RM1 104 CODE ROOM ID SIGN - TYPCIAL LIBRARY ROOM ID SIGN SEE 9/G2.2-1 RM1 106 CODE ROOM ID SIGN - TYPCIAL LIBRARY ROOM ID SIGN SEE 9/G2.2-1 RM1 107 CODE ROOM ID SIGN - TYPCIAL LIBRARY ROOM ID SIGN SEE 9/G2.2-1 RM1 108 CODE ROOM ID SIGN - TYPCIAL LIBRARY ROOM ID SIGN SEE 9/G2.2-1 RM1 110 CODE ROOM ID SIGN - TYPCIAL LIBRARY ROOM ID SIGN SEE 9/G2.2-1 RM1 113 CODE ROOM ID SIGN - TYPCIAL LIBRARY ROOM ID SIGN SEE 9/G2.2-1 RM1 114 CODE ROOM ID SIGN - TYPCIAL LIBRARY ROOM ID SIGN SEE 9/G2.2-1 RM1 116 CODE ROOM ID SIGN - TYPCIAL LIBRARY ROOM ID SIGN SEE 9/G2.2-1 RM1 117 CODE ROOM ID SIGN - TYPCIAL LIBRARY ROOM ID SIGN SEE 9/G2.2-1 RM3
RM3 120 CODE WALL MTD - STAFF ONLY (STAFF ONLY)
RM4
RM4 119 CODE ROOM ID SIGN - TYPCIAL B.O.H. ROOM ID SIGN SEE 8/G2.2-1 RM4 120 CODE ROOM ID SIGN - TYPCIAL B.O.H. ROOM ID SIGN SEE 8/G2.2-1 RM4 121 CODE ROOM ID SIGN - TYPCIAL B.O.H. ROOM ID SIGN SEE 8/G2.2-1 RM4 124 CODE ROOM ID SIGN - TYPCIAL B.O.H. ROOM ID SIGN SEE 8/G2.2-1 RM4 125 CODE ROOM ID SIGN - TYPCIAL B.O.H. ROOM ID SIGN SEE 8/G2.2-1 WA1
WA1 WAYFINDING SIGNAGE - BOOK RETURN SIGN (BOOK RETURN) WA2
WA2 WAYFINDING SIGNAGE - MEETING ROOM (MEET)
WA3
WA3 WAYFINDING SIGNAGE - BOOKSTORE (BOOKSTORE. Friends of the Sacramento Public Library)
WA4
WA4 WAYFINDING SIGNAGE - INCUBATOR SPACE (The Studio)
WA5
WA5 WAYFINDING SIGNAGE - CHILDREN (Children)
WA6
WA6 WAYFINDING SIGNAGE - TEEN (Teens)
WA7a
WA7a WAYFINDING SIGNAGE - Self-Checkout (Self-Checkout) WA7b
WA7b WAYFINDING SIGNAGE - Self-Checkout2 (Self-Checkout) NOTE:
NOTATIONS CONTAINED WITHIN PARENTHESIS ( ) IN THE COPY SCHEDULE OF SIGNS ARE
INSTRUCTIONS FOR LOGOS OR SYMBOLS THAT ARE TO BE INCLUDED ON THE SIGN, AS SHOWN ON THE DESIGN DRAWINGS.
C
DELTA REVISION DATE
C Addendum C 11/01/2024
UP
UP
A2.0-2
2 OPEN TO
BELOW
G3.1-1
8 101- FE
102- FE
103- FE
100- FE
102- ALD
114- ALD
113- ALD
117- ALD
119- RM4
117- RM1
113- RM1
114- RM1
120- RM4
125- RM4
121- RM4
124- RM4
107- RM1
120- RM3
101- EX1
101- EX1
103- EX5
110- EX5
115- EX3
112- EX3
01- M1
102- EX1
110- EX1
102- EX2
110- EX2
WA1
102- OCC2
116- EVAC
110- EVAC
102- EVAC
123- CRR1b
109- CRR1c
105- CRR1b
109- CRR2
105- CRR2
123- CRR2
104- RM1
101- RM1
116- RM1
WA3 WA4 WA5
108- RM1
106- RM1
G3.1-3 1
110- RM1
100- AED
WA6
WA2
M2
MARKETPLACE
116
FOL
112
THE STUDIO
110
CHILDREN
112
STUDY
113
STUDY
114
GROUP
STUDY
117
TEEN
ADULT
118
STAFF
BREAKROOM
121
STAFF
WORKROOM
125
AMH/SORTING
OFFICE
119
STAFF
WORKROOM
125
ENTRY
101
COMMUNITY
MEETING
102
STORAGE
104
KITCHENETTE
103
ALL GENDER
RESTROOM
105
JANITOR
107
WELLNESS
108
FAMILY
RESTROOM
109
IT
124
125- EX1
125- EVAC
02- M1
03- M1
A8.0-1
4 A8.0-1
5 2 A8.0-1
WA7b
WA7a
112- CRR1a
C
C
C
C
C
C
112- CRR2
A3.1-1
1 A8.0
5 MECHANICAL
001
002- EX6
ST
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C-30361
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2 P
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+
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
SHEET NOTES
G1.0-1
SIGNAGE- CODE &
WAYFINDING
SIGNAGE PLAN
23604-01
1/8" = 1'-0" 1
FP01 - FIRST FLOOR SIGNAGE PLAN
PER CBC 2022 - 1013.1 WHERE REQUIRED
EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL.
THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN EXITS SHALL BE
MARKED BY READILY VISIBLE EXIT SIGNS TO CLEARLY INDICATE THE
DIRECTION OF EGRESS TRAVEL IN CASES WHERE THE EXIT OR THE
PATH OF EGRESS TRAVEL IS NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS. INTERVENING MEANS OF EGRESS DOORS WITHIN EXITS SHALL BE MARKED BY EXIT SIGNS. EXIT SIGN PLACEMENT SHALL BE
SUCH THAT ANY POINT IN AN EXIT ACCESS CORRIDOR OR EXIT
PASSAGEWAY IS WITHIN 100 FEET (30 480 MM) OR THE LISTED VIEWING
DISTANCE OF THE SIGN, WHICHEVER IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN.
EXCEPTIONS:
1. EXIT SIGNS ARE NOT REQUIRED IN ROOMS OR AREAS THAT REQUIRE ONLY ONE EXIT OR EXIT ACCESS.
2. MAIN EXTERIOR EXIT DOORS OR GATES THAT ARE OBVIOUSLY AND
CLEARLY IDENTIFIABLE AS EXITS NEED NOT HAVE EXIT SIGNS WHERE APPROVED BY THE BUILDING OFFICIAL.
1/8" = 1'-0" 2
BP - BASEMENT PLAN SIGNAGE
DELTA REVISION DATE
C Addendum C 11/01/2024
JLD JLD
JLD JLD
JLD JLD
JLD JLD
JLD
YLD YLD
ALD ALD
AANEW NEW
AANEW NEW
AADVD DVD
AAAAUDIO UDIO
AADVD DVD
JJDVD DVD
JAUDIO
ALD ALD
UP
UP
DVOICE DVOICE
OPEN TO
BELOW
ST1a- ADULT
ST2a- ADULT
ST3a- ADULT
EP1a- ADULT
EP2a- ADULT
EP3a- ADULT
EP4a- ADULT
EP5a- ADULT
ST5a- ADULT
ST4a- ADULT
ST6a- ADULT ST7a- ADULT ST8a- ADULT
EP6a- ADULT
EP7a- ADULT
EP8a- ADULT
EP9a- ADULT
EP10a- ADULT
ST15a- ADULT
ST14a- ADULT
ST13a- ADULT
ST10a- ADULT
ST9a- ADULT
ST11a- ADULT
ST12a- ADULT
ST1b- TEEN
ST16a- ADULT
ST17a- ADULT
ST18a- ADULT
ST6b- TEEN
ST1c- CHILDREN
ST2c- CHILDREN
ST19a- ADULT
ST2b- TEEN
ST3b- TEEN
ST4b- TEEN
ST5b- TEEN
ST9c- CHILDREN
ST8c- CHILDREN
ST7c- CHILDREN
ST4c- CHILDREN ST5c- CHILDREN
ST3c- CHILDREN
ST6c- CHILDREN
ST10c- CHILDREN
ST
07-31-2021 O
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HIT
ARC
HARTMAN IUEI HU
9 AS.OAFRANCN
4 0 8 0
HINS
L11
ALER C
NDE N VA
,N I N G
CRAE
I T
E
C
T
SCSNN
G R O U P
7 S
5 06C
07 18
2PRA
O
90 A
EUC+
ER 4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
G1.0-2
SIGNAGEWAYFINDING
COLLECTION
SIGNAGE PLAN
23604-01
1/8" = 1'-0"
1 FP01 - FIRST FLOOR SHELVING SIGNAGE PLAN
DELTA REVISION DATE
ST
07-31-2021
O
ARCHITECT
E OF CAL F
REN.
AT
A
RN
NO.
SE
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JONATHAN
I C
NE
C-30361
D
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HIT
ARC
HARTMAN
I
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I
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U
9 AS.O
A
FRANCN
4 0 8 0
H
I
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L11
AL
E
R C
NDE N VA
,N I N G
CRAE
I T E C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
G1.0-3
SIGNAGE- END
PANEL & STACK
TOPPER SIGNAGE -
SHEDULE
23604-01
END PANEL & STACK TOPPER SIGNAGE
CATEGORY PLAN NUMBER TYPE SIGN TEXT / (GRAPHIC) PAPER INSERT COLOR ADULT
ADULT EP1a WAYFINDING END PANEL SIGNAGE - ADULT (SEE 5/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT EP2a WAYFINDING END PANEL SIGNAGE - ADULT (SEE 5/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT EP3a WAYFINDING END PANEL SIGNAGE - ADULT (SEE 5/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT EP4a WAYFINDING END PANEL SIGNAGE - ADULT (SEE 5/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT EP5a WAYFINDING END PANEL SIGNAGE - ADULT (SEE 5/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT EP6a WAYFINDING END PANEL SIGNAGE - ADULT (SEE 5/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT EP7a WAYFINDING END PANEL SIGNAGE - ADULT (SEE 5/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT EP8a WAYFINDING END PANEL SIGNAGE - ADULT (SEE 5/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT EP9a WAYFINDING END PANEL SIGNAGE - ADULT (SEE 5/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT EP10a WAYFINDING END PANEL SIGNAGE - ADULT (SEE 5/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT ST1a WAYFINDING STACK TOPPER SIGNAGE - ADULT (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT ST2a WAYFINDING STACK TOPPER SIGNAGE - ADULT (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT ST3a WAYFINDING STACK TOPPER SIGNAGE - ADULT (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT ST4a WAYFINDING STACK TOPPER SIGNAGE - ADULT (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT ST5a WAYFINDING STACK TOPPER SIGNAGE - ADULT (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT ST6a WAYFINDING STACK TOPPER SIGNAGE - ADULT (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT ST7a WAYFINDING STACK TOPPER SIGNAGE - ADULT (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT ST8a WAYFINDING STACK TOPPER SIGNAGE - ADULT (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT ST9a WAYFINDING STACK TOPPER SIGNAGE - ADULT (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT ST10a WAYFINDING STACK TOPPER SIGNAGE - ADULT (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT ST11a WAYFINDING STACK TOPPER SIGNAGE - ADULT (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT ST12a WAYFINDING STACK TOPPER SIGNAGE - ADULT (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT ST13a WAYFINDING STACK TOPPER SIGNAGE - ADULT (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT ST14a WAYFINDING STACK TOPPER SIGNAGE - ADULT (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT ST15a WAYFINDING STACK TOPPER SIGNAGE - ADULT (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT ST16a WAYFINDING STACK TOPPER SIGNAGE - ADULT (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT ST17a WAYFINDING STACK TOPPER SIGNAGE - ADULT (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT ST18a WAYFINDING STACK TOPPER SIGNAGE - ADULT (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860 ADULT ST19a WAYFINDING STACK TOPPER SIGNAGE - ADULT (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, SLUMBER, DE5860
CHILDREN
CHILDREN EP1b WAYFINDING END PANEL SIGNAGE - CHILDREN (SEE 5/G3.1-4 FOR COPY) DUNN EDWARDS, TEAL TUNE, DE5831 CHILDREN EP2b WAYFINDING END PANEL SIGNAGE - CHILDREN (SEE 5/G3.1-4 FOR COPY) DUNN EDWARDS, TEAL TUNE, DE5831 CHILDREN EP3b WAYFINDING END PANEL SIGNAGE - CHILDREN (SEE 5/G3.1-4 FOR COPY) DUNN EDWARDS, TEAL TUNE, DE5831 CHILDREN EP4b WAYFINDING END PANEL SIGNAGE - CHILDREN (SEE 5/G3.1-4 FOR COPY) DUNN EDWARDS, TEAL TUNE, DE5831 CHILDREN ST1c WAYFINDING STACK TOPPER SIGNAGE - CHILDREN (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, TEAL TUNE, DE5831 CHILDREN ST2c WAYFINDING STACK TOPPER SIGNAGE - CHILDREN (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, TEAL TUNE, DE5831 CHILDREN ST3c WAYFINDING STACK TOPPER SIGNAGE - CHILDREN (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, TEAL TUNE, DE5831 CHILDREN ST4c WAYFINDING STACK TOPPER SIGNAGE - CHILDREN (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, TEAL TUNE, DE5831 CHILDREN ST5c WAYFINDING STACK TOPPER SIGNAGE - CHILDREN (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, TEAL TUNE, DE5831 CHILDREN ST6c WAYFINDING STACK TOPPER SIGNAGE - CHILDREN (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, TEAL TUNE, DE5831 CHILDREN ST7c WAYFINDING STACK TOPPER SIGNAGE - CHILDREN (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, TEAL TUNE, DE5831 CHILDREN ST8c WAYFINDING STACK TOPPER SIGNAGE - CHILDREN (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, TEAL TUNE, DE5831 CHILDREN ST9c WAYFINDING STACK TOPPER SIGNAGE - CHILDREN (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, TEAL TUNE, DE5831 CHILDREN ST10c WAYFINDING STACK TOPPER SIGNAGE - CHILDREN (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, TEAL TUNE, DE5831 TEEN
TEEN ST1b WAYFINDING STACK TOPPER SIGNAGE - TEEN (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, RIVIERA, DE5753 TEEN ST2b WAYFINDING STACK TOPPER SIGNAGE - TEEN (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, RIVIERA, DE5753 TEEN ST3b WAYFINDING STACK TOPPER SIGNAGE - TEEN (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, RIVIERA, DE5753 TEEN ST4b WAYFINDING STACK TOPPER SIGNAGE - TEEN (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, RIVIERA, DE5753 TEEN ST5b WAYFINDING STACK TOPPER SIGNAGE - TEEN (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, RIVIERA, DE5753 TEEN ST6b WAYFINDING STACK TOPPER SIGNAGE - TEEN (SEE 3/G3.1-4 FOR COPY) DUNN EDWARDS, RIVIERA, DE5753
DELTA REVISION DATE
1. TYPE: BUILDING INFORMATION SIGNAGE
2. LETTERS: VINYL CUTOUT LETTERS
3. BRAILLE: N/A
4. MATERIAL: WHITE ADHESIVE VINYL LETTER CUTOUTS
5. FINISH: MATTE
6. COLOR: C1
7. MOUNT: ADHESIVE VINYL, MOUNT TO INTERIOR SURFACE OF GLASS DOOR, SEE 1/G2.1-7 FOR MOUNTING HEIGHT
NOTE: VERIFY FINAL COPY PRIOR TO FABRICATION
3/4" TYP.
1"
3/4" TYP.3/8" TYP.
1. TYPE: BUILDING INFORMATION SIGNAGE
2. LETTERS: VINYL CUTOUT LETTERS
3. BRAILLE: N/A
4. MATERIAL: WHITE ADHESIVE VINYL LETTER CUTOUTS
5. FINISH: MATTE
6. COLOR: C1
7. MOUNT: ADHESIVE VINYL, MOUNT TO INTERIOR SURFACE OF GLASS DOOR, SEE 6/G2.1-1 FOR MOUNTING HEIGHT
NOTE:
1. VERIFY FINAL COPY PRIOR TO FABRICATION
2. ICON ARTWORK TO BE PROVIDED BY ARCHITECT
4"
3/4" TYP.
1/2" TYP.
1. TYPE: BUILDING INFORMATION SIGNAGE
2. LETTERS: VINYL CUTOUT LETTERS
3. BRAILLE: N/A
4. MATERIAL: WHITE ADHESIVE VINYL LETTER CUTOUTS
5. FINISH: MATTE
6. COLOR: C1
7. MOUNT: ADHESIVE VINYL, MOUNT TO INTERIOR SURFACE OF GLASS DOOR, SEE 6/G2.1-1 FOR MOUNTING HEIGHT
NOTE:
1. VERIFY FINAL COPY PRIOR TO FABRICATION
2. ICON ARTWORK TO BE PROVIDED BY ARCHITECT
4"
3/4"
1. TYPE: CODE SIGNAGE
2. LETTERS: CONFORM TO CBC 2022 STANDARDS
3. BRAILLE: N/A
4. MATERIAL: PAINTED ACRYLIC
5. FINISH: MATTE
6. COLOR: C1,C3
7. M1 MOUNT: VHB TAPE WITH BACKER WHEN ON GLASS. SEE 6/G2.1-1.
M2 MOUNT: VHB TAPE WITH BACKER WHEN ON GLASS. MOUNT 6"
FROM CENTER LINE OF SIGN TO RIGHT EDGE OF LIFT
DOOR. LEAVE 2" MIN. SPACE BETWEEN T.O. LIFT DOOR
AND T.O. SIGN.
4"
4"
C1
C3
G2.1-1
2 5' - 0"
2 1/2"
G2.1-1
4 G2.1-1
3 G2.1-1
5 ST
07-31-2021
O
ARCHITECT
E OF CAL F
REN.
AT
A
RN
NO.
SE
L
JONATHAN
I C
NE
C-30361
D
T
EC
HIT
ARC
HARTMAN
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
R C
NDE N VA
,N I N G
CRAE
I T E C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
G2.1-1
SIGNAGE- CODE
SIGNS (EXTERIOR)
23604-01
6" = 1'-0" 2
M1 - BUILDING INFORMATION - BUILDING HOURS
6" = 1'-0" 3
M1 - BUILDING INFORMATION - NO SMOKING
6" = 1'-0" 4
M1 - BUILDING INFORMATION - SERVICE ANIMALS ONLY
6" = 1'-0" 5
M2 - INT'L SYMBOL OF ACCESSIBILITY
1. SEE G0.0 FOR CODE & WAYFINDING SIGNAGE - GENERAL NOTES & LEGEND.
2. SEE G0.1 FOR CODE & WAYFINDING SIGNAGE FONTS, COLORS & TYP.
MOUNTING HEIGHT.
3. SEE G1.0-0 FOR CODE & WAYFINDING SIGNAGE - SCHEDULE
4. SEE G1.0-1 FOR CODE & WAYFINDING SIGNAGE - PLANS
5. VERIFY COPY PRIOR TO FABRICATION
6. FILED VERIFY WITH ARCHITECT FOR ALL LOCATIONS PRIOR TO
PLACEMENT
SHEET NOTE
1/2" = 1'-0" 1
M1 - BUILDING ELEVATION SIGNAGE MIAN ENTRY
DELTA REVISION DATE
1. TYPE: CODE SIGNAGE
2. LETTERS: 1/32" THICK TACTILE LETTERS
3. BRAILLE: N/A
4. MATERIAL: M3: 1/4" BACK PAINTED FROSTED ACRYLIC
5. FINISH: MATTE
6. COLOR: C1,C6
7. MOUNT: WALL MOUNT W/ VHB TAPE; SEE G0.1
FOR TYPICAL MOUNTING HEIGHTS
6"
3"
3"
1/4"
3/8"
1/8"
1/4" 1 3/8"
C1
C6,M3
1. TYPE: TACTILE SIGN
2. LETTERS: 1/32" THICK TACTILE LETTERS
3. BRAILLE: GRADE II CLEAR
4. MATERIAL: 1/4" BACK PAINTED FROSTED ACRYLIC
5. FINISH: MATTE
6. COLOR: C1,C6
7. MOUNT: WALL MOUNT W/ VHB TAPE; SEE G0.1
FOR TYPICAL MOUNTING HEIGHTS
CL
3/8"
5/8"
1/4"
4"
6"
1 1/8"
C1
C6
1. TYPE: TACTILE SIGN
2. LETTERS: 1/32" THICK TACTILE LETTERS
3. BRAILLE: GRADE II CLEAR
4. MATERIAL: 1/4" BACK PAINTED FROSTED ACRYLIC
5. FINISH: MATTE
6. COLOR: C1,C6
7. MOUNT: WALL MOUNT W/ VHB TAPE; SEE G0.1
FOR TYPICAL MOUNTING HEIGHTS
CL
6"
4"
3/8"
5/8"
1/4"
1 1/8"
C1
C6
1. TYPE: LIFE-SAFETY SIGNAGE
2. LETTERS: 1" TALL VINYL CUTOUT LETTERS
3. BRAILLE: N/A
4. MATERIAL: ADHESIVE VINYL
5. FINISH: MATTE
6. COLOR: C5
7. MOUNT: ADHESIVE VINYL; MOUNT ON-CENTER TO
PANIC HARDWARE WHERE SHOWN ON
SIGNAGE PLAN; WHERE NO HARDWARE,
MOUNT ON-CENTER TO DOOR AT 42" AFF.
EMERGENCY EXIT ONLY ALARM WILL SOUND
V.I.F.
2' - 11 245/256"
MOUNT TO PANIC HARDWARE, WHERE OCCURS
1 3/128"
C5 DOOR FRAME COLOR
1. TYPE: -
2. LETTERS: 1" TALL VINYL CUTOUT LETTERS
3. BRAILLE: N/A
4. MATERIAL: ADHESIVE VINYL
5. FINISH: MATTE
6. COLOR: C1
7. MOUNT: ADHESIVE VINYL; MOUNT ON-CENTER TO
DOOR AT 54" A.F.F.
1"
1. TYPE: TACTILE SIGN
2. LETTERS: 1/32" THICK TACTILE LETTERS. IF NO SECOND LINE TEXT,
ADJUST FIRST LINE AND BRAILLE ACCORDINGLY
3. BRAILLE: GRADE II CLEAR
4. MATERIAL: M1: 1/4" WALNUT WOOD
M2: 1/16'' BACK PAINTED ACRYLIC.
M3: BRUSHED ALUMINUM, MATCH ARCHITECT'S SMAPLES
5. FINISH: MATTE / FROSTED
6. COLOR: C1, F1, F4
7. MOUNT: WALL MOUNT W/ VHB TAPE; SEE G0.1
FOR TYPICAL MOUNTING HEIGHTS
CL
3/8"
5/8" TYP.
1/4"
5/8" TYP.
5'-0" A.F.F. TO C.L. OF SIGN
1/4"
8"
M1
4 1/4" 2"
M3
1 1/4"
5/8" CLR.
5/8" MIN.
M2, C1
61/256"
M3, C1
M1
M3, F4
1. TYPE: TACTILE SIGN
2. LETTERS: 1/32" THICK TACTILE LETTERS
3. BRAILLE: GRADE II CLEAR
4. MATERIAL: M1: 1/4" BACK PAINTED ACRYLIC
M2: 1/16'' BACK PAINTED ACRYLIC. MATCH
ARCHITECT'S SMAPLES
5. FINISH: MATTE / FROSTED
6. COLOR: C1,C6
7. MOUNT: WALL MOUNT W/ VHB TAPE; SEE G0.1
FOR TYPICAL MOUNTING HEIGHTS
CL
3/8"
5/8" TYP.
1/4" 5/8" TYP.
5'-0" A.F.F. TO C.L. OF SIGN
4'-11 5/8" A.F.F. TO T.O. RAISED
CHARACTER
(MAX. 60" A.F.F. PER 11B-703.4.1)
4'-9 1/2" A.F.F. TO T.O. LOWEST
BRAILLE CELL
(MIN. 48" A.F.F. PER 11B-703.4.1)
1/4"
8"
6 1/4"
5/8"
M2, C1
M1, C6
1. TYPE: -
2. LETTERS: 1" TALL VINYL CUTOUT LETTERS
3. BRAILLE: N/A
4. MATERIAL: ADHESIVE VINYL
5. FINISH: MATTE
6. COLOR: C1
7. MOUNT: ADHESIVE VINYL, MOUNT TO INTERIOR SURFACE OF GLASS DOOR, MOUNT HEIGHT 2' - 2", SEE 6/G2.1-1 FOR MOUNTING HEIGHT 3/4"
1. TYPE: TACTILE SIGN
2. LETTERS: 1/32" THICK TACTILE LETTERS
3. BRAILLE: GRADE II CLEAR
4. MATERIAL: 1/4" BACK PAINTED ACRYLIC
5. FINISH: MATTE
6. COLOR: C1,C6
7. MOUNT: WALL MOUNT W/ VHB TAPE; SEE G0.1
FOR TYPICAL MOUNTING HEIGHTS
CL
6"
4"
3/8"
5/8"
1/4"
5/8"
C1
C6
3/8"
5/8"
ST
07-31-2021
O
ARCHITECT
E OF CAL F
REN.
AT
A
RN
NO.
SE
L
JONATHAN
I C
NE
C-30361
D
T
EC
HIT
ARC
HARTMAN
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
R C
NDE N VA
,N I N G
CRAE
I T E C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
G2.2-1
SIGNAGE- CODE
SIGNS (INTERIOR)
23604-01
6" = 1'-0"
1 ALD - ASSISTIVE LISTENING SIGN
6" = 1'-0"
2 EX1 - EXIT SIGN
6" = 1'-0"
3 EX2 - EXIT ROUTE SIGN
1. SEE G0.0 FOR CODE & WAYFINDING SIGNAGE - GENERAL NOTES & LEGEND.
2. SEE G0.1 FOR CODE & WAYFINDING SIGNAGE FONTS, COLORS & TYP.
MOUNTING HEIGHT.
3. SEE G1.0-0 FOR CODE & WAYFINDING SIGNAGE - SCHEDULE
4. SEE G1.0-1 FOR CODE & WAYFINDING SIGNAGE - PLANS
5. VERIFY COPY PRIOR TO FABRICATION
6. FILED VERIFY WITH ARCHITECT FOR ALL LOCATIONS PRIOR TO
PLACEMENT
SHEET NOTE
3" = 1'-0" 5
EX5 - EMERGENCY EXIT ONLY ALARM WILL SOUND SIGN
6" = 1'-0" 7
RM3 - STAFF ONLY SIGN
6" = 1'-0" 9
RM1 - TYPICAL LIBRARY ROOM ID SIGN
6" = 1'-0" 8
RM4 - TYPICAL B.O.H. ROOM ID SIGN
6" = 1'-0" 6
EX3 - BUILDING INFORMATION - NOT AN EXIT
6" = 1'-0" 10 EX6 - EXIT STAIR UP
DELTA REVISION DATE
CL
8".
8 1/2"
M1
M2, C1
3 1/2" 1 17/128" 79/128"
1/4" 3/8"
1/2" 1/4" 5/8"
1. TYPE: TACTILE SIGN
2. LETTERS: 1/32" THICK TACTILE LETTERS
3. BRAILLE: GRADE II CLEAR
4. MATERIAL: M1: 1/4" WULNAT WOOD, MATCH ARCHITECT'S SAMPLES M2: 1/16'' BACK PAINTED ACRYLIC.
5. FINISH: MATTE / FROSTED
6. COLOR: C1
7. MOUNT: WALL MOUNT W/ VHB TAPE; SEE G0.1
FOR TYPICAL MOUNTING HEIGHTS
CL
1/4" RADIUS
CORNER, TYP.
CL
1' - 0"
1' - 0"
EQ EQ
M2, C1
M1, C6
E
EQ
Q
EQ
C1
1. MATERIAL: M1: 1/4" BACK PAINTED ACRYLIC
M2: 1/16'' BACK PAINTED ARCYLIC
2. FINISH: MATTE / FROSTED
3. COLOR: C1,C6
FINAL COLOR SELECTION TO CONTRAST W/ DOOR
4. MOUNT: WALL MOUNT W/ VHB TAPE; SEE G0.1
FOR TYPICAL MOUNTING HEIGHTS
CL
10 1/2"
8 1/2"
M1
M2, C1
3 1/2" 1 33/256" 79/128"
1/4" 3/8"
1/2" 1/4" 5/8"
1. TYPE: TACTILE SIGN
2. LETTERS: 1/32" THICK TACTILE LETTERS
3. BRAILLE: GRADE II CLEAR
4. MATERIAL: M1: 1/4" WULNAT WOOD, MATCH ARCHITECT'S SAMPLES M2: 1/16'' BACK PAINTED ACRYLIC.
5. FINISH: MATTE / FROSTED
6. COLOR: C1
7. MOUNT: WALL MOUNT W/ VHB TAPE; SEE G0.1
FOR TYPICAL MOUNTING HEIGHTS
CL
8".
9"
M1
M2, C1
1. TYPE: TACTILE SIGN
2. LETTERS: 1/32" THICK TACTILE LETTERS
3. BRAILLE: GRADE II CLEAR
4. MATERIAL: M1: 1/4" WULNAT WOOD, MATCH ARCHITECT'S SAMPLES M2: 1/16'' BACK PAINTED ACRYLIC.
5. FINISH: MATTE / FROSTED
6. COLOR: C1
7. MOUNT: WALL MOUNT W/ VHB TAPE; SEE G0.1
FOR TYPICAL MOUNTING HEIGHTS
5/8"1/4"3/8"1/2"
1/4"
1/2"
1/4"
1/2" 1" 3 1/2"
6" = 1'-0" 2
CRR1b - ALL - GENDER / STAFF RESTROOM ROOM ID SIGN - ACCESSIBLE ST
07-31-2021
O
ARCHITECT
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REN.
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NO.
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L
JONATHAN
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C-30361
D
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2 P
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
G2.2-2
CODE SIGNAGE
23604-01
1. SEE G0.0 FOR CODE & WAYFINDING SIGNAGE - GENERAL NOTES & LEGEND.
2. SEE G0.1 FOR CODE & WAYFINDING SIGNAGE FONTS, COLORS & TYP.
MOUNTING HEIGHT.
3. SEE G1.0-0 FOR CODE & WAYFINDING SIGNAGE - SCHEDULE
4. SEE G1.0-1 FOR CODE & WAYFINDING SIGNAGE - PLANS
5. VERIFY COPY PRIOR TO FABRICATION
6. FILED VERIFY WITH ARCHITECT FOR ALL LOCATIONS PRIOR TO
PLACEMENT
SHEET NOTE
6" = 1'-0"
5 CRR2 - ALL-GENDER RESTROOM DOOR SIGN
6" = 1'-0"
1 CRR1c - FAMILY RESTROOM ROOM ID SIGN
DELTA REVISION DATE
D Addendum D 12/09/2024
6" = 1'-0" 6
CRR1a - ALL - GENDER RESTROOM ROOM ID SIGN
D
1. TYPE: LIFE-SAFETY SIGNAGE
2. LETTERS: VISUAL LETTERS, ADHESIVE CUT VINYL
3. BRAILLE: NOT REQUIRED
4. MATERIAL: M1: 1/4" BACK PAINTED ACRYLIC
M2: 1/16'' BACK PAINTED ARCYLIC.
MATCH ARCHITECT'S SAMPLE
5. FINISH: MATTE / FROSTED
6. COLOR: C1,C6
7. MOUNT: WALL MOUNT W/ VHB TAPE; SEE G0.1
FOR TYPICAL MOUNTING HEIGHTS. SEE
PLAN G1.0-1 FOR LOCATION
11"
9 1/2"
5/8" TYP.
1 1/2" TYP.
1 1/2" TYP.
3/4" TYP.
1 3/8"
C1, M1
C6, M2
1. TYPE: TACTILE SIGN
2. LETTERS: 1/32" THICK TACTILE LETTERS
3. BRAILLE: GRADE II CLEAR
4. MATERIAL: M1: 1/4" BACK PAINTED FROSTED ACRYLIC
5. FINISH: MATTE
6. COLOR: C6, ICI NAME, ICI NAME
7. MOUNT: WALL MOUNT W/ VHB TAPE; SEE G0.1
FOR TYPICAL MOUNTING HEIGHTS
CL
11"
1' - 5"
EVAC MAP TO IDENTIFY THE LOCATION OF THE FIRE
ALARM PULL STATION, FIRE EXTINGUISHERS, EXIT
ROUTE AND ALTERNATE EXIT ROUTE.
ARTWORK TO BE PROVIDED BY
ARCHITECT DURING CONSTRUCTION
80" MIN CLEARANCE
PLAN FRONT & BACK ELEVATION
1. TYPE: LIFE - SAFETY SIGNAGE
2. LETTERS: N/A
3. BRAILLE: N/A
2. MATERIAL: M1: RED OPAQUE ACRYLIC W/ WHITE VINYL GRAPHIC M2: BRUSHED ALUMINUM
3. FINISH: MATTE / FROSTED
4. COLOR: C1, C5, F3
7. MOUNT: WALL MOUNT W/ MECHANICAL FASTENERS; SEE 3/G2.2-3 FOR MOUNTING HEIGHT NOTE: SEE PLANS FOR FIRE EXTINGUISHER LOCATIONS.
VERIFY QUANTITY REQUIRED WITH FIRE MARSHAL
1/2" 1/2"
1/8" 1" 6"
6" 1" 1/8"
2 1/2"
1" 1/2" 1"
1/4"
1/2"
5 1/8"
M1, C1
M2
M1, C5
M4
PLAN FRONT & BACK ELEVATION
1. TYPE: LIFE - SAFETY SIGNAGE
2. LETTERS: N/A
3. BRAILLE: N/A
2. MATERIAL: M1: GREEN OPAQUE ACRYLIC W/ WHITE VINYL GRAPHIC M4: BRUSHED ALUMINUM, MATCH ARCHITECT'S SMAPLES
3. FINISH: MATTE / FROSTED
4. COLOR: C1,C4, M4
7. MOUNT: WALL MOUNT W/ MECHANICAL FASTENERS; SEE 3/G2.2-3 FOR MOUNTING HEIGHT NOTE: AED SIGNS ARE NOT SHOWN IN SIGNAGE SCHEDULE.
VERIFY FINAL LOCATIONS UPON INSTALLATION OF
AED CABINETS. QUANTITY = 1 SIGN
1 3/8" 3 5/8" 1/4" 3/8" 1/4"
1/8" 1" 6"
6" 1" 1/8"
2 1/2"
1" 1/2" 1"
1/4"
1/2"
M1, C1
M1, C4
M4
M4
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
G2.2-3
CODE SIGNAGE
23604-01
1. SEE G0.0 FOR CODE & WAYFINDING SIGNAGE - GENERAL NOTES & LEGEND.
2. SEE G0.1 FOR CODE & WAYFINDING SIGNAGE FONTS, COLORS & TYP.
MOUNTING HEIGHT.
3. SEE G1.0-0 FOR CODE & WAYFINDING SIGNAGE - SCHEDULE
4. SEE G1.0-1 FOR CODE & WAYFINDING SIGNAGE - PLANS
5. VERIFY COPY PRIOR TO FABRICATION
6. FILED VERIFY WITH ARCHITECT FOR ALL LOCATIONS PRIOR TO
PLACEMENT
SHEET NOTE
6" = 1'-0"
1 OCC2 - MULTI USAGE OCCUPANCY SIGNAGE
3" = 1'-0"
3 EVAC - EVACUATION ROUTE SIGNAGE
3/4" = 1'-0"
2 FE & AED - MOUNTING HEIGHT
6" = 1'-0" 5
FE - FIRE EXTINGUISHER SIGNAGE
6" = 1'-0" 6
AED - AUTOMATED EXTERNAL DEFIBRILLATOR SIGNAGE
DELTA REVISION DATE
C
L
6 1/2"
5' - 0"
8"
1/2"
MAPLE WOOD VENEER WITH CLEAR
STAIN
C6
C1
DARK BRONZE ALUMINUM
3' - 2"
1"
1 1/2" 1 3/4" 1 3/4"
SIGNAGE CONTRACTOR TO COORDINATE
MOUNTING HARDWARE WITH G.C. FOR
WOOD SLAT WALL SYSTEM
M2: 1/4" THICK SOLID MAPLE PANEL,
EASE ALL EXPOSED EDGES.
STAIN TO MATCH ARCHITECT'S SAMPLE.
1 1/2'' TALL ACRYLIC LETTERFORMS,
1/4'' THICK, MYRIAD PRO FONT. BOLD. COLOR C6.
MOUNT TO WOOD WITH EPOXY AS REQUIRED
MECHANICALLY FASTEN TO SLAT WALL
MOUNTING SYSTEM, PLUG ALL EXPOSED
FASTENERS WITH MATCHING MAPLE.
MINIMIAZE EXPOSED HARDWARE.
6 1/2'' TALL ACYLIC LETTERFORMS, 1/2'' THICK,
MYRIAD PRO FONT. BOLD. PAINTED C1.
MOUNT TO ALUMINUM WITH VHB AND EPOXY AS REQUIRED
MECHANICALLY FASTEN TO SLAT WALL
MOUNTING SYSTEM. MINIMIZE EXPOSED HARDWARE.
SIGNAGE CONTRACTOR TO COORDINATE MOUNTING HARDWARE
WITH G.C. FOR WOOD SLAT WALL SYSTEM.
1/2"
1/8'' THICK DARK BRONZE ANODIZED ALUMINUM,
EASE ALL EXPOSED EDGES, MATCH ARCHITECT'S SAMPLE
G3.1-1
9 5' - 4"
CL
4' - 8" 2' - 8"
5 1/2"
4' - 8"
CL
3/4'' THICK ARCYLIC LETTERFORMS,
COLOR C1, BOLD MYRIAD PRO FONT,
MOUNTED TO WALL WITH VHB AND
SILICON AS REQUIRED.
G3.1-1
11 2' - 4"
8' - 4 1/8"
1' - 0"
CL
CL
2' - 4"
8' - 4 1/8"
1' - 3"
15" HEIGHT, BOLD MYRIAD PRO FONT
TRANSLUCENT VINYL WITH 15''
TALL CUTOUT LETTERING.
APPLY TO FACE 1 OF GLAZING.
TRANSLUCENCY TO MATCH
ARCHITECT'S SAMPLE.
ST
07-31-2021
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2 P
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
G3.1-1
SIGNAGE-WAYFINDING
SIGNAGE
23604-01
3" = 1'-0" 1
WA3 - ELEVATION DETAIL
3" = 1'-0" 2
WA3 - FRIENDS OF THE SPL SECTION DETAIL
3" = 1'-0" 5
WA3 - BOOKSTORE SECTION DETAIL
1/2" = 1'-0"
8 WA1 - EXTERIOR BOOK RETURN SIGN - LOCATION DETAIL
1 1/2" = 1'-0" 9
WA1 - BOOK RETURN SIGN - DETAIL ELEVATION
1/2" = 1'-0" 10 WA2 - MEETING ROOM SIGN - LOCATION DETAIL 1" = 1'-0" 11 WA2 - MEETING ROOM SIGN - DETAIL ELEVATION C
C
C
DELTA REVISION DATE
C Addendum C 11/01/2024
G3.1-2
4 G3.1-1
1 G3.1-2
5 5' - 3 3/4"
1' - 0"
7' - 6 3/4"
OPEN TO
BEYOND
OPEN TO
BEYOND
OPEN TO
BEYOND
6' - 0"
7" 3" 1' - 0"
CL
2' - 1 3/4"
ACRYLIC LETTERFORMS. 3/4'' THICK.
MYRIAD PRO FONT. BOLD. PAINTED C1.
MOUNT TO WALL WITH VHB
1' - 4 1/4"
9" 2 1/2"
9' - 6"
C7
C1
R
9' - 0"
CL
EQ EQ
2 3/4"
9'' TALL ACRYLIC LETTERFORMS, 3/4''
THICK, COLOR 01. BOLD MYRIAD PRO
FONT, MOUNT TO SUBSTRATE WITH VHB
AND EPOXY AS REQUIRED
COUNTERSINK AND MECHANICALLY
FASTEN TO STUDS AT HEAD OF
OPENNING @16'' O.C. MIN, PLUG AND
PAINT ALL EXPOSED FASTENERS.
3/4'' THICK PAINTED MDF PANEL,
PAINTED COLOR C07, PAINT ALL
EXPOSED EDGES, MOUNT TO
SUBSTRATE WITH VHB AND EPOXY AS
REQUIRED
1/4'' THICK METAL PANEL, PAINTED
COLOR C07, PAINT ALL EXPOSED EDGES
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07-31-2021
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5 06
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07 18
2 P
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A
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EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
G3.1-2
SIGNAGE-WAYFINDING
SIGNAGE
23604-01
1/2" = 1'-0" 3
WA3, WA4, WA5 LOCATION DETAILS
1" = 1'-0"
4 WA4 - ELEVATION DETAIL
1 1/2" = 1'-0" 5
WA5 - ELEVATION DETAIL 1 1/2" = 1'-0"
6 WA5 - SECTION DETAIL
C
C
C
DELTA REVISION DATE
C Addendum C 11/01/2024
2' - 5 1/2"
G3.1-3
2 1' - 0" 10"
R 5' - 0"
1' - 6"
6' - 6"
V.I.F
V.I.F
5' - 0"
6 3/4"
C8
C1
8 1/2"
1' - 2"
6"
BRACKLET
1' - 0"
6' - 6"
3/4'' THICK ACRYLIC LETTERFORMS. .
BOLD MYRIAD PRO FONT. COLOR C1.
MOUNT TO SUBSTRATE WITH VHB AND
EPOXY AS REQUIRED.
1'' THICK PAINTED MDF PANEL, COLOR
C8, PAINT ALL EXPOSED EDGES
Z-CLIP AS REQUIRED MECHANICALLY
FASTEN TO MDF AND CMU
1/4"
BRACKLET
1 1/4'' TALL, PAINTED ACRYLIC
LETTERFORMS, 1/4'' THICK, COLOR C1,
BOLD MYRIAD PRO FONT.PAINTED C1.
MOUNT TO WALL WITH VHB
MF375-2
MF375-72-H8, 144
MF375-72-H8, 144
MDF Fasteners
WALL
Wall Fasteners
MDF
MF375-2
2.000
1.375
0.375
0.250
n0.203 THRU, 2X
72.000
4.000 8.000 4.000
ST
07-31-2021
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2 P
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
G3.1-3
SIGNAGE-WAYFINDINGS
SIGNAGE
23604-01
1. SEE G0.0 FOR CODE & WAYFINDING SIGNAGE - GENERAL NOTES & LEGEND.
2. SEE G0.1 FOR CODE & WAYFINDING SIGNAGE FONTS, COLORS & TYP.
MOUNTING HEIGHT.
3. SEE G1.0-0 FOR CODE & WAYFINDING SIGNAGE - SCHEDULE
4. SEE G1.0-1 FOR CODE & WAYFINDING SIGNAGE - PLANS
5. VERIFY COPY PRIOR TO FABRICATION
6. FILED VERIFY WITH ARCHITECT FOR ALL LOCATIONS PRIOR TO
PLACEMENT
SHEET NOTE
REFERENCE CASEWORK DRAWINGS
1/2" = 1'-0" 1
WA6 - LOCATION DETAILS
1" = 1'-0" 2
WA6 - ELEVATION DETAIL
1" = 1'-0"
3 WA6 - SECTION DETAIL
1 1/2" = 1'-0" 5
WA7a - IE SELF-CHECKOUT ELEVATION
12" = 1'-0"
4 WA6 - Z CLIP DETAIL
C
DELTA REVISION DATE
C Addendum C 11/01/2024
SECTION FRONT AND BACK ELEVATION
10 5/8"
1"1/4"1"
1/2"
9"9" 2 1/8" 1/8"
3' - 2"
M3 (NO BACK PAINT)
C1 M1
6"
CL
1/4" THICK WULNAT WOOD,
MATCH ARCHITECT'S SAMPLES
4'' TALL PAINTED ACRYLIC
LETTERFORMS. 1/8'' THICK,
COLOR C1, BOLD MYRIAD PRO
FONT. MOUNT TO SUBSTRATE
WITH VHB AND EPOXY AS
REQUIRED.
G3.1-4
4 ST
07-31-2021
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2 P
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EU
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
G3.1-4
SIGNAGE-WAYFINDINGS
SIGNAGE
23604-01
1. SEE G0.0 FOR CODE & WAYFINDING SIGNAGE - GENERAL NOTES & LEGEND.
2. SEE G0.1 FOR CODE & WAYFINDING SIGNAGE FONTS, COLORS & TYP.
MOUNTING HEIGHT.
3. SEE G1.0-0 FOR CODE & WAYFINDING SIGNAGE - SCHEDULE
4. SEE G1.0-1 FOR CODE & WAYFINDING SIGNAGE - PLANS
5. VERIFY COPY PRIOR TO FABRICATION
6. FILED VERIFY WITH ARCHITECT FOR ALL LOCATIONS PRIOR TO
PLACEMENT
SHEET NOTE
3" = 1'-0" 4
WA7b - SECTION AND ELEVATION DETAILS
1/2" = 1'-0" 5
WA7b - LOCATION DETAIL
C
DELTA REVISION DATE
C Addendum C 11/01/2024
MATERIAL: ACRYLIC, EASE ALL EDGES, TYP.
MOUNT: VHB TAPE
QUANTITY: 17 (SEVENTEEN) 9 1/2" 1/4" 1/4"
R 1/2"
INSERT FOR A
PRINTED DOCUMENT
1/4" 1/8"
VARIES, MATCH END PANEL WIDTH 8 1/2"
5' - 6"
1' - 10"
4' - 6"
G3.1-5
4 BOOKS IN SPANISH | LIBROS EN ESPAÑOL
2' - 8"
6"
G3.1-5
3 BOOKS IN SPANISH | LIBROS EN ESPAÑOL
MATERIAL: FROSTED ACRYLIC AND DARK BRONZE ALUMINUM PLATE, EASE ALL EDGES, TYP. 1" 2' - 8"
6"
1" 1/2" 2" 2 1/2"
TEXT PER SCHEDULE
ACCENT COLOR - C7 FOR CHILDREN,
C8 FOR TEEN, C6 FOR ADULT
1/4"
1/4" THICK DARK BRONZE ALUMINUM U-CHANNEL
1/2" WIDE INTERIOR BRUSHED. EASE ALL EDGES,
TYPICAL.
1/8" THICK REMOVABLE FROSTED ACRYLIC PANEL
WITH SPACER TO ALLOW 32" x 5" PAPER TO SLIDE
IN. MATTE FINISH. EASE ALL EDGES, TYPICAL.
1/2" THICK WHITE MAPLE WOOD VENEER PANEL, STAIN TO
ARCHITECT'S SAMPLE. MECHANICALLY ATTACHED TO DARK
BRONZE ALUMINUM BASE 8" ON CENTER. EASE ALL EDGES,
TYPICAL.
FELT PAD
1/4" THICK DARK BRONZE ALUMINUM
CHANNEL 1/2" WIDE INTERIOR BRUSHED.
5 1/2" 1/4"
6"
1/2"
5/8"
1/8" 1/8"
WHITE OPAQUE ACRYLIC CORE. MECHANICALLY
ATTACHED TO DARK BRONZE ALUMINUM BASE.
5' - 0"
4' - 0"
2' - 2"
G3.1-5
4 3" = 1'-0" 4
EP - TYPICAL END PANEL INSERT
1 1/2" = 1'-0" 6
EP2 - TYPICAL END PANEL SIGNAGE
1 1/2" = 1'-0"
1 ST1 - TYPICAL STACK TOPPER - ELEVATION
3" = 1'-0" 3
ST1 - TYPICAL STACK TOPPER ELEVATION
6" = 1'-0"
2 ST1 - TYPICAL STACK TOPPER SECTION
1 1/2" = 1'-0" 5
EP1 - TYPICAL CHILDREN'S END PANEL SIGNAGE
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07-31-2021
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I T E C T
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07 18
2 P
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90 A
EU
C
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ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
G3.1-5
WAYFINDING
SIGNAGE -
COLLECTION
SIGNAGE
23604-01
1. SEE G0.0 FOR CODE & WAYFINDING SIGNAGE - GENERAL NOTES & LEGEND.
2. SEE G0.1 FOR CODE & WAYFINDING SIGNAGE FONTS, COLORS & TYP.
MOUNTING HEIGHT.
3. SEE G1.0-0 FOR CODE & WAYFINDING SIGNAGE - SCHEDULE
4. SEE G1.0-1 FOR CODE & WAYFINDING SIGNAGE - PLANS
5. VERIFY COPY PRIOR TO FABRICATION
6. FILED VERIFY WITH ARCHITECT FOR ALL LOCATIONS PRIOR TO
PLACEMENT
SHEET NOTE
DELTA REVISION DATE
GENERAL NOTES
100SN001
1. INTERPRETATION OF DRAWINGS & SPECIFICATIONS
A. WHERE SPECIFICATIONS HAVE BEEN PREPARED FOR THIS PROJECT, THEY ARE ARRANGED
IN SEVERAL SECTIONS, BUT SUCH SEPARATION SHALL NOT BE CONSIDERED AS THE LIMITS OF THE WORK REQUIRED OF ANY SEPARATE TRADE. THE TERMS AND CONDITIONS OF
SUCH LIMITATIONS ARE WHOLLY BETWEEN THE CONTRACTOR AND THEIR SUBCONTRACTORS.
B. IN GENERAL, THE WORKING DETAILS WILL INDICATE DIMENSIONS, POSITION AND KIND OF CONSTRUCTION, AND THE SPECIFICATIONS, QUALITIES AND METHODS. ANY WORK
INDICATED ON THE WORKING DETAILS AND NOT MENTIONED IN THE SPECIFICATIONS, OR VICE VERSA, SHALL BE FURNISHED AS THOUGH FULLY SET FORTH IN BOTH. WORK NOT
PARTICULARLY DETAILED, MARKED OR SPECIFIED, SHALL BE IDENTICAL OR SIMILAR TO LIKE CASES OF CONSTRUCTION THAT ARE DETAILED, MARKED OR SPECIFIED. IF CONFLICTS
OCCUR ON DRAWINGS AND/OR SPECIFICATIONS, THE MOST EXPENSIVE MATERIALS OR METHODS WILL PREVAIL.
C. SHOULD AN ERROR APPEAR IN THE WORKING DETAILS OR SPECIFICATIONS OR IN WORK
DONE BY OTHERS AFFECTING THIS WORK, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE AND IN WRITING. IF THE CONTRACTOR PROCEEDS WITH THE WORK
SO AFFECTED WITHOUT HAVING GIVEN SUCH WRITTEN NOTICE AND WITHOUT RECEIVING
THE NECESSARY APPROVAL, DECISION OR INSTRUCTIONS IN WRITING FROM THE OWNER,
THEN THE CONTRACTOR SHALL HAVE NO VALID CLAIM AGAINST THE OWNER, FOR THE COST OF SO PROCEEDING AND SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT.
NO VERBAL APPROVAL, DECISION, OR INSTRUCTION SHALL BE VALID OR BE THE BASIS FOR ANY CLAIM AGAINST THE OWNER, ITS OFFICERS, EMPLOYEES OR AGENTS. THE
FOREGOING INCLUDES TYPICAL ERRORS IN THE SPECIFICATIONS OR NOTATIONAL ERRORS
IN THE WORKING DETAILS WHERE THE INTERPRETATION IS DOUBTFUL OR WHERE THE
ERROR IS SUFFICIENTLY APPARENT AS TO PLACE A REASONABLY PRUDENT CONTRACTOR
ON NOTICE THAT, SHOULD THE CONTRACTOR ELECT TO PROCEED, THEY ARE DOING SO AT THEIR OWN RISK.
2. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS.
3. SHOP DRAWING NOTE:
A. WHEN NOT ADDRESSED BY DIVISION 1 OF THE SPECIFICATIONS, SUBMITTALS SHALL BE ELECTRONIC PDF FORMAT.
B. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE
TO THE STRUCTURAL ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN
CONCEPT BY INDICATING WHICH MATERIAL THE CONTRACTOR INTENDS TO FURNISH AND
INSTALL, AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS THE CONTRACTOR INTENDS TO USE ON A STAND ALONE SET OF DOCUMENTS. DUPLICATION OF DESIGN DOCUMENTS FOR THE PURPOSE OF SHOP DRAWINGS IS NOT ACCEPTABLE.
C. PRIOR TO FABRICATION, SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL ENGINEER. SHOP DRAWING SUBMITTALS SHALL INCLUDE, BUT ARE NOT
NECESSARILY LIMITED TO, STRUCTURAL STEEL, REINFORCING STEEL, & GLUE-LAMINATED BEAMS.
D. PRIOR TO SUBMISSION THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS FOR
CONFORMANCE WITH THE CONTRACT DOCUMENTS AND SHALL STAMP SUBMITTALS AS BEING "REVIEWED FOR CONFORMANCE".
E. SHOP DRAWING SUBMITTALS PROCESSED BY THE STRUCTURAL ENGINEER ARE NOT CHANGE ORDERS.
F. ANY DETAIL ON THE SHOP DRAWINGS THAT DEVIATES FROM THE CONTRACT DOCUMENTS SHALL CLEARLY BE MARKED WITH THE NOTE "THIS IS A CHANGE".
G. SHOP DRAWINGS OR CALCULATIONS SUBMITTED FOR REVIEW THAT REQUIRE
RESUBMITTAL FOR RE-REVIEW SHALL BE BILLED HOURLY FOR SUCH TIME TO THE GENERAL CONTRACTOR. RE-REVIEW WILL NOT PROCEED WITHOUT WRITTEN APPROVAL FROM THE GENERAL CONTRACTOR FOR ADDITIONAL ENGINEERING REVIEW SERVICES.
4. SAFETY NOTE:
A. IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS, AS THEY APPLY TO THIS PROJECT, OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA LATEST EDITION, AND ALL OSHA REQUIREMENTS.
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS AND SHORING REQUIRED. SHORING INDICATIONS (LOCATION, DIRECTION, DURATION, ETC.) ARE ONLY SHOWN ON THE STRUCTURAL DWGS WHEN REQUIRED TO IMPLEMENT THE DESIGN INTENT OF THE FINAL WORK PRODUCT. DETERMINATION
WHETHER SHORING IS REQUIRED FOR TEMPORARY OR INTERMEDIATE CONDITIONS DURING CONSTRUCTION IS WHOLLY THE RESPONSIBILITY OF THE CONTRACTOR.
C. THE OWNER AND THE STRUCTURAL ENGINEER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS.
5. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER WHERE A
CONFLICT OR DISCREPANCY OCCURS BETWEEN THE STRUCTURAL DRAWINGS AND ANY OTHER PORTION OF THE CONTRACT DOCUMENTS OR EXISTING FIELD CONDITIONS. SUCH
NOTIFICATION SHALL BE GIVEN IN DUE TIME SO AS NOT TO AFFECT THE CONSTRUCTION SCHEDULE. IN CASE OF A CONFLICT BETWEEN STRUCTURAL DRAWINGS AND SPECIFICATIONS
THE MORE RESTRICTIVE CONDITION SHALL TAKE PRECEDENCE UNLESS WRITTEN APPROVAL HAS BEEN GIVEN FOR THE LEAST RESTRICTIVE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL PRIOR TO COMMENCING ANY WORK.
6. WHEN CONSTRUCTION ATTACHES TO OR IS WITHIN AN EXISTING BUILDING, A COMPLETE SET OF DRAWINGS OF THE EXISTING BUILDING SHALL BE KEPT ON THE JOB SITE. CONTRACTOR TO OBTAIN THESE DRAWINGS FROM THE OWNER (IF THEY ARE AVAILABLE).
7. CONTRACTOR SHALL PROVIDE AN ALLOWANCE EQUAL TO 2% OF THE BID FOR STRUCTURAL STEEL, MISC. IRON AND REINFORCING STEEL TO BE USED AT THE DISCRETION OF THE STRUCTURAL ENGINEER. UNUSED AMOUNT TO REVERT TO THE OWNER UPON COMPLETION OF THE JOB.
8. ANY SUBSTITUTIONS FOR STRUCTURAL MEMBERS, HARDWARE OR DETAILS SHALL BE REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER. SUCH REVIEW WILL BE BILLED
ON A TIME AND MATERIALS BASIS TO THE GENERAL CONTRACTOR WITH NO GUARANTEE THAT THE SUBSTITUTION WILL BE ALLOWED.
9. DO NOT SCALE DRAWINGS. CONTACT THE ARCHITECT OR STRUCTURAL ENGINEER FOR ANY DIMENSIONS NOT SHOWN.
10. THESE DRAWINGS ARE NOT COMPLETE UNTIL REVIEWED AND ACCEPTED BY LOCAL BUILDING OFFICIALS AND THE OWNER AND SIGNED BY THE STRUCTURAL ENGINEER.
CONCRETE
300SN001
1. CONCRETE SHALL ATTAIN 28 DAY COMPRESSIVE STRENGTH AS REQUIRED IN NOTE #28.
SLUMP SHALL BE 4 INCHES ± 1 INCH WITHOUT ADMIXTURES UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS.
2. CONCRETE MIX DESIGNS SHALL BE PREPARED ACCORDING TO ACI 318 CHAPTER 26.4 AND ACI 301 SECTION 4, REVIEWED BY OWNER'S TESTING LABORATORY AND SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW.
3. CEMENTITIOUS MATERIALS:
CEMENT SHALL CONFORM TO ASTM C-150 TYPE II OR V.
FLY ASH SHALL CONFORM TO ASTM C-618. MAX. QUANTITY OF FLY ASH BY MASS SHALL BE 25% UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS.
SLAG SHALL CONFORM TO ASTM C989. MAX. QUANTITY OF SLAG BY MASS SHALL BE 25% UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS.
TERNARY SYSTEMS ARE PROHIBITED.
4. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C-33 FOR NORMAL WEIGHT CONCRETE.
5. NON-SHRINK GROUT OR DRYPACK SHALL CONSIST OF A PREMIXED NONMETALLIC FORMULA.
6. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 UNO. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A-706 GRADE 60. CONTRACTOR SHALL SUBMIT REBAR MILL CERTIFICATES. REINFORCING STEEL IN SPECIAL REINFORCED SHEAR WALLS OR MOMENT FRAMES, EXCEPT TIES AND HOOPS, SHALL CONFORM TO ASTM A-706.
7. ALL PREHEATING AND WELDING OF REINFORCING BARS SHALL BE DONE IN ACCORDANCE WITH AWS D1.4 LATEST EDITION AND SHALL BE CONTINUOUSLY INSPECTED BY A QUALIFIED LABORATORY. CONTRACTOR SHALL FURNISH WPS FOR ALL REBAR WELDING TO THE LABORATORY.
8. REINFORCING STEEL SHALL BE FABRICATED ACCORDING TO "MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION".
9. WIRE FABRIC SHALL CONFORM TO ASTM A1064.
10. DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF BARS LISTED AND DENOTE CLEAR COVERAGE. NON-PRESTRESSED, CAST-IN-PLACE CONCRETE COVERAGE SHALL BE AS FOLLOWS, UNO:
CONCRETE DEPOSITED DIRECTLY AGAINST GROUND (EXCEPT SLABS)--------- 3" CONCRETE EXPOSED TO GROUND OR WEATHER BUT PLACED IN FORMS:
#5 AND SMALLER-------------------------------------------------------------------------- 1-1/2" #6 AND LARGER--------------------------------------------------------------------------- 2" BEAMS & COLUMNS (TIES)------------------------------------------------------------------------- 1-1/2" BEAMS & COLUMNS (MAIN REINFORCING)-------------------------------------------------- 2"
CAST-IN-PLACE WALLS (EXTERIOR FACE & SOIL SIDE)-------------------------------- SEE ABOVE CAST-IN-PLACE WALLS (INTERIOR FACE-#11 & SMALLER)--------------------------- 3/4"
TILT-UP WALLS--------------------------------------------------------------------------------------- SEE DETAILS SLABS (ON FORMS)--------------------------------------------------------------------------------- 3/4" SLABS (ON GROUND)------------------------------------------------------------------------------- 2" CLEAR FROM TOP
11. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE LAPPED UNO, SEE SCHEDULE THIS SHEET. SPLICES IN ADJACENT BARS SHALL BE GREATER THAN 5'-0" APART. SPLICE
CONTINUOUS BARS IN SOIL-BEARING GRADE BEAMS, STRUCTURAL SLABS ON GRADE AND MAT FOUNDATIONS AS FOLLOWS UNO: TOP BARS AT CENTERLINE OF SUPPORT; BOTTOM BARS AT MID-SPAN. SPLICE CONTINUOUS BARS IN ELEVATED SLABS AND BEAMS, ETC. AS FOLLOWS UNO: TOP BARS AT MID-SPAN; BOTTOM BARS AT CENTERLINE OF SUPPORT. ALL BARS SIZE #14
AND LARGER SHALL BE CONTINUOUS FOR FULL LENGTH SHOWN OR SPLICED WITH MECHANICAL COUPLERS AS NOTED IN DETAILS. SPLICES IN WWF SHALL BE 1-1/2 MESHES WIDE.
12. THE MINIMUM CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN THE LARGER OF BAR DIAMETER, 1", OR 33% GREATER THAN THE MAXIMUM AGGREGATE SIZE (NOMINAL), WHICHEVER IS GREATEST. THIS REQUIREMENT ALSO APPLIES TO THE CLEAR
SPACING BETWEEN DIFFERENT LAYERS OF PARALLEL BARS AND TO THE CLEAR DISTANCE BETWEEN A CONTACT LAP SPLICE AND ADJACENT SPLICES OR BARS.
13. ALL HOOKS SHALL BE STANDARD HOOKS UNLESS OTHERWISE SHOWN OR NOTED. AT WALLS,
PROVIDE HOOKS AT ENDS OF ALL REINFORCING AT ENDS, CORNERS AND INTERSECTIONS, UNO.
14. CONSTRUCTION JOINTS SHALL BE MADE ROUGH AND ALL LAITANCE REMOVED FROM THE SURFACE. CONCRETE MAY BE ROUGHENED BY CHIPPING THE ENTIRE SURFACE, SAND BLASTING, OR RAKING THE SURFACE TO PROVIDE 1/4" DEEP DEFORMATIONS.
15. REMOVE ALL DEBRIS FROM FORMS BEFORE CASTING ANY CONCRETE.
16. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC. TO BE EMBEDDED IN CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE.
17. ANCHOR BOLTS (AB'S) CAST IN CONCRETE FOR WALL SILL AND LEDGER APPLICATIONS SHALL BE HEADED BOLTS WITH CUT THREADS CONFORMING TO ASTM F1554, UNO. REFER TO "WOOD"
NOTES FOR ADDITIONAL REQUIREMENTS FOR BOLTS IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT MATERIAL. REFER TO 'STRUCTURAL STEEL' NOTE FOR REQUIREMENTS
FOR ANCHOR RODS (AR'S) CAST IN CONCRETE FOR COLUMN BASE PLATE AND STEEL EMBED APPLICATIONS.
18. WALLS SHALL BE CAST IN HORIZONTAL LAYERS OF 2'-0" MAXIMUM DEPTH.
19. CONCRETE IN WALLS, PIERS OR COLUMNS SHALL SET AT LEAST 2 HOURS BEFORE PLACING CONCRETE IN BEAMS, SPANDRELS, OR SLABS SUPPORTED THEREON.
20. HORIZONTAL WALL BARS IN MULTI-CURTAIN CAST IN PLACE WALLS SHALL BE STAGGERED.
21. DOWEL ALL VERTICAL REINFORCING IN WALLS AND COLUMNS FROM FOUNDATION WITH SAME SIZE BAR.
22. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND-SPADING, RODDING OR TAMPING. USE EQUIPMENT AND
PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH THE RECOMMENDED PRACTICES OF ACI 309 TO SUIT THE TYPE OF CONCRETE AND PROJECT CONDITIONS. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES HOPPERS AND
CHUTES OR TRUNKS OF VARIABLE LENGTHS SHALL BE USED SO THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 6 FEET.
23. NO WOOD SPREADERS ALLOWED. NO WOOD STAKES ALLOWED IN AREAS TO BE CONCRETED.
24. ADDITIONAL REINFORCING IN PRECAST OR TILT-UP PANELS REQUIRED FOR LIFTING STRESSES SHALL BE SUPPLIED BY CONTRACTOR.
25. PROVIDE #4x4'-0" DIAGONAL REINFORCING AT EACH REINFORCING LAYER OF SLAB AT ALL REENTRANT CORNERS TYPICAL UNO. THIS APPLIES TO SLAB ON GRADE, CONCRETE OVER METAL DECK, AND ELEVATED STRUCTURAL SLAB CONDITIONS.
26. ALL SAW CUTTING SHALL BE DONE AFTER INITIAL SET HAS OCCURRED TO AVOID TEARING OR DAMAGE BY THE SAW BLADE, BUT BEFORE INITIAL SHRINKAGE HAS OCCURRED.
27. NOTIFY STRUCTURAL ENGINEER A MINIMUM OF 48 HOURS BEFORE PLACING ANY CONCRETE.
28. CONCRETE STRENGTHS & MIX PROPERTIES:
F'C @ MAX AGGR MAX W/CM*
ITEM 28 DAYS SIZE WEIGHT RATIO
A. FOUNDATIONS, SLAB ON GRADE, 3000 PSI 1" NW 0.58
EQUIPMENT PADS
SITE & MISCELLANEOUS - SEE CIVIL OR ARCH DRAWINGS
* W/CM = WATER : CEMENTITIOUS MATERIAL RATIO
3. CODES AND STANDARDS
2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA EXISTING BUILDING CODE (CEBC)
ASCE 7-16, ASCE 41-17
ACI 318-19
AISC 360-16, 341-16, 358-16
AISI S100-16 w/ S2-20, S240-20, S400-20
TMS 402/602-16
2018 NDS, 2021 SDPWS
4. VERTICAL LOADS
ROOF LIVE LOAD = 20 PSF
FLOOR LIVE LOADS =
STACK AREAS: 150 PSF
READING ROOMS: 60 PSF
OFFICES: 50 PSF
ASSEMBLY AREAS: 100 PSF
CORRIDORS, EXITS: 100 PSF
FLOOR PARTITION LIVE LOAD = 15 PSF
LIVE LOADS ARE REDUCED WHERE
PERMITTED BY CODE.
5. SOILS VALUES
ALLOWABLE SOILS PRESSURE
A. DL 1500 PSF
B. DL + LL 1500 PSF
C. DL + LL + WIND/SEISMIC 2000 PSF
FOOTING
MINIMUM DEPTH = MATCH EXISTING FDN
MINIMUM WIDTH = 12"
SEISMIC:
SITE CLASS D
SS = 0.584 ; SDS = 0.519
S1 = 0.256 ; SD1 = N/A ; IE = 1.0
IP = 1.0 TYPICAL
IP = 1.5 PER ASCE 7-16 SECT 13.1.3
BSE-2E (5%/50 YR)
SS = 0.436 ; SXS = 0.633
S1 = 0.196 ; SX1 = 0.433 ;
PERFORMANCE LEVEL: CP (COLLAPSE
PREVENTION)
RISK CATEGORY: II
SEISMIC DESIGN CATEGORY: D
SEISMIC FORCE RESISTING SYSTEM:
REINFORCED MASONRY BEARING
SHEAR WALLS, LIGHT FRAMED WOOD
BEARING SHEAR WALLS
6. LATERAL LOADS
DESIGN CRITERIA
100SN802
1. BASIS OF DESIGN AND STRUCTURAL SCOPE OF WORK
A. ALTERATIONS TO THE GRAVITY FRAMING TO SUPPORT THE ARCHITECTURAL AND MEP TENANT IMPROVEMENTS.
B. SEISMIC STRENGTHENING IN CONFORMANCE WITH ASCE 41-17 "SEISMIC EVALUATION AND RETROFIT OF EXISTING BUILDINGS" AND CEBC SECTIONS 317-322 AS ADOPTED AND AMENDED BY THE CITY OF SACRAMENTO (CHAPTER 15.34.030). THE COST OF
CONSTRUCTION EXCEEDS THE COST THRESHOLD DEFINED BY THE CITY THEREBY REQUIRING SEISMIC RETROFIT PER ASCE 41-17.
2. SEISMIC PERFORMANCE OBJECTIVE
A. STRUCTURAL PERFORMANCE OBJECTIVE
BSE-1E: S-3 (LIFE SAFETY)
BSE-2E: S-5 (COLLAPSE PREVENTION)
B. NON-STRUCTURAL PERFORMANCE OBJECTIVE
BSE-1E: N-C (LIFE SAFETY)
BSE-2E: N-D (POSITION RETENTION)
POWER-ACTUATED FASTENERS (SHOT PINS)
100SN016
1. THESE NOTES GOVERN ALL CONDITIONS CALLED OUT ON THE PLANS AS 'SHOT PINS' UNLESS SPECIFICALLY NOTED OTHERWISE.
2. ALL SHOT PINS SHALL BE X-U UNIVERSAL KNURLED SHANK FASTENERS WITH SHANK DIAMETER OF 0.157" AS MANUFACTURED BY HILTI INCORPORATED IN ACCORDANCE WITH ICC ESR-2269
AND THE CURRENT EDITION OF THE HILTI 'PRODUCT TECHNICAL GUIDE' OR CSI KNURLED SHANK FASTENERS w/ SHANK DIAMETER OF 0.157" AS MANUFACTURED BY DEWALT IN ACCORDANCE w/ ICC ESR-2024.
3. ALL SHOT PINS SHALL INCLUDE STANDARD HILTI STEEL WASHERS OR STANDARD DEWALT STEEL WASHERS.
4. SHOT PINS DRIVEN INTO STEEL BASE MATERIAL SHALL MAINTAIN A MINIMUM EDGE DISTANCE AT ALL STEEL ELEMENTS OF 1/2" AND MINIMUM FASTENER SPACING SHALL BE 1". LENGTH OF PIN SHALL BE AS REQUIRED TO PENETRATE THRU STEEL MEMBER UNO. AT 3/4" THICK STEEL, PENETRATION NEED NOT EXCEED 1/2".
5. SHOT PINS DRIVEN INTO CONCRETE BASE MATERIAL SHALL MAINTAIN A MINIMUM EDGE DISTANCE AT ALL CONCRETE ELEMENTS OF 3" AND MINIMUM FASTENER SPACING SHALL BE 4".
PINS SHALL HAVE 1 1/4" PENETRATION UNO. MINIMUM CONCRETE THICKNESS SHALL BE 3 TIMES THE PENETRATION DEPTH. CONCRETE SHALL ATTAIN FULL DESIGN STRENGTH PRIOR TO INSTALLING SHOT PINS.
6. SHOT PINS DRIVEN INTO 3 1/4" MINIMUM LIGHT WEIGHT CONCRETE FILL OVER 3"x 20GA
MINIMUM METAL DECK MAY BE INSTALLED FROM THE TOP OR FROM THE BOTTOM IN EITHER THE HIGH OR LOW FLUTE. PINS INSTALLED FROM THE TOP SHALL BE SPACED AS NOTED ABOVE FOR TYPICAL CONCRETE ELEMENTS. PINS INSTALLED FROM THE BOTTOM IN THE HIGH FLUTES SHALL BE INSTALLED WITHIN 1" OF FLUTE CENTER. PINS INSTALLED FROM THE BOTTOM IN THE LOW FLUTES SHALL BE INSTALLED WITHIN 1" OF THE FLUTE CENTER AND SHALL BE NO CLOSER THAN 1 1/8" TO THE EDGE OF THE LOW FLUTE. PINS INSTALLED FROM THE BOTTOM SHALL BE SPACED NO CLOSER THAN 5 1/2" PARALLEL TO THE FLUTES. PINS SHALL HAVE 1" PENETRATION INTO CONCRETE UNO. CONCRETE SHALL ATTAIN FULL DESIGN STRENGTH PRIOR TO INSTALLING SHOT PINS.
7. SHOT PINS MAY BE DRIVEN INTO 8" NOMINAL MINIMUM THICKNESS FULLY GROUTED NORMALWEIGHT CMU WITH TYPE S MORTAR AND MINIMUM f'm = 1500 PSI AT TIME OF INSTALLATION.
SHOT PINS MAY BE INSTALLED INTO THE FACE SHELLS, HORIZONTAL MORTAR JOINTS OR VERTICALLY CENTERED IN THE TOP OF GROUTED CELLS. SHOT PINS SHALL NOT BE INSTALLED IN VERTICAL MORTAR JOINTS OR WITHIN 1" OF VERTICAL MORTAR JOINTS. NO MORE THAN ONE
SHOT PIN MAY OCCUR IN AN INDIVIDUAL MASONRY UNIT CELL AND MUST BE INSTALLED A MINIMUM OF 4" FROM THE EDGE OF THE WALL. SHOT PINS IN MORTAR JOINTS MUST BE A MINIMUM OF 8" FROM THE END OF THE WALL AND SHALL HAVE A MINIMUM SPACING OF 8".
8. SHOT PIN INSTALLERS SHALL BE CERTIFIED BY HILTI AND HAVE A CURRENT HILTI ISSUED
OPERATORS LICENSE OR CERTIFIED BY DEWALT AND HAVE A CURRENT DEWALT ISSUED OPERATORS LICENSE. SHOT PIN INSTALLATION SHALL MEET ALL OSHA REQUIREMENTS..
EXISTING STRUCTURES
100SN801
1. EXISTING CONSTRUCTION SHOWN ON THESE DRAWINGS IS BASED ON AVAILABLE DRAWINGS AND/OR LIMITED VISUAL OBSERVATIONS. OBTAIN ALL AVAILABLE DRAWINGS AND MAINTAIN A SET ON THE JOB SITE. REVIEW AND BECOME FAMILIAR WITH DRAWINGS AND REFER TO TO THEM FOR ADDITIONAL INFORMATION. AVAILABLE DRAWINGS REFERENCED IN THE PREPARATION OF THESE DRAWINGS ARE:
A. LAWRENCE AMUNDSEN, MARTIN LUTHER KING MEMORIAL LIBRARY, SHEETS S1-S7, DATED 2/6/1969
B. CRIPEN, SCHAEFFER & ASSOCIATE ARCHITECTS, MARTIN LUTHER KING MEMORIAL LIBRARY, SHEETS 1-15, DATES 2/6/1969.
2. VERIFY ALL EXISTING CONDITIONS AFFECTING THE WORK. NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER IN WRITING OF ALL DISCREPANCIES AND EXCEPTIONS. PROCEEDING
WITH WORK IN AREAS HAVING DISCREPANCIES OR EXCEPTIONS IS AT THE CONTRACTOR'S SOLE RISK.
3. ALL DIMENSIONS GIVEN FOR EXISTING STRUCTURE ARE APPROXIMATE AND ARE BASED ON THE INFORMATION AVAILABLE OR DETERMINED DURING PROJECT DESIGN. REVIEW AVAILABLE DRAWINGS AND VERIFY ALL DIMENSIONS AFFECTING THE WORK PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL ANTICIPATE THAT THERE MAY BE VARIANCE IN THE EXACT SIZE AND LOCATION OF EXISTING ELEMENTS. WHERE ACTUAL DIMENSIONS DEVIATE FROM THOSE
SHOWN ON THE DRAWINGS, PREVENT THE FULL SPECIFED DIMENSIONS OF NEW ELEMENTS,
OR PREVENT THE SPECIFIED INSTALLATION OR ALIGNMENT OF NEW ELEMENTS, NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER.
4. WORK NOTED AS “EXISTING” OR “(E)” IS TO REMAIN, PROTECT IN PLACE UNLESS NOTED OTHERWISE; ALL ITEMS NOT SPECIFICALLY NOTED AS EXISTING ARE CONSIDERED NEW WORK AND ARE PART OF THE CONTRACTED WORK.
5. UNLESS SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS, EXCAVATIONS OF ANY KIND SHALL NOT OCCUR UNDER EXISTING FOUNDATIONS OR WITHIN THEIR ZONE OF INFLUENCE.
WHERE NEW CONSTRUCTION WOULD DISTURB THE EXISTING FOUNDATIONS OR THE SOIL WITHIN THEIR ZONE OF INFLUENCE, NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER.
6. WHEN WORK IS PERFORMED IN AN EXISTING BUILDING, UNDOCUMENTED FOUNDATIONS OR BURIED SUBGRADE STRUCTURES MAY BE ENCOUNTERED. NOTIFY THE ARCHITECT AND
STRUCTURAL ENGINEER IF ANY SUCH CONDITIONS ARE ENCOUNTERED WHILE IMPLEMENTING THE WORK. DO NOT DEMOLISH THE EXISTING CONDITIONS UNLESS DIRECTED TO DO SO.
7. BE RESPONSIBLE FOR THE SAFETY AND SECURITY OF THE WORK AREA DURING THE CONSTRUCTION PERIOD.
8. PROTECT EXISTING PROPERTY AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES.
9. PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF THE EXISTING STRUCTURE AND SITE DURING DEMOLITION AND CONSTRUCTION. PROVIDE ALL NECESSARY MEASURES TO
PROTECT SURROUNDING ADJACENT STRUCTURES, PROPERTIES, SERVICING UTILITIES,
PEDESTRIAN AND VEHICLE WAYS, AND MAINTAIN ALL MEASURES UNTIL COMPLETION OF WORK. MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, PROVIDING ADEQUATE SHORING, BRACING, WEATHER PROTECTION, AND DUST PROTECTION.
10. MONITORING OF THE CONDITION AND LOCATION OF EXISTING ADJACENT STRUCTURES MAY BE
NECESSARY PRIOR TO, DURING, AND UP TO COMPLETION OF THE WORK, CONTACT ARCHITECT AND STRUCTURAL ENGINEER FOR CLARIFICATION OF MONITORING REQUIREMENTS.
11. COORDINATE WORK WITH THE OWNER, PERFORM THE WORK WITH A MINIMUM OF
INCONVENIENCE TO THE OWNER AND SO AS NOT TO INTERRUPT DAY-TO-DAY OWNER OPERATIONS. ENSURE SAFE PASSAGE OF PERSONS AROUND THE AREAS OF CONSTRUCTION
AND CONDUCT OPERATIONS TO PREVENT DAMAGE OR HARM TO PEOPLE AND EXISTING FACILITIES.
12. PROVIDE BARRICADING AND MAINTAIN ANY REQUIRED LIGHTS, WARNING AND DIRECTIONAL
SIGNS, AND OTHER PROTECTION MEASURES NEAR AND ABOUT THE AREA OF WORK AS MAY BE REQUIRED BY THE OWNER, OR BY ANY OTHER GOVERNING AUTHORITY.
13. ALL PARTS OF THE WORK AREA THAT ARE TO BE BARRICADED OR SEALED TO NONCONSTRUCTION INDIVIDUALS MUST BE COORDINATED WITH AND APPROVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK.
14. EXERT EVERY EFFORT TO PREVENT DUST AND CONSTRUCTION DEBRIS FROM CONTAMINATING THE WORK AREA AND SURROUNDING PUBLIC AREAS. THESE EFFORTS SHALL INCLUDE BUT NOT BE LIMITED TO PROVIDING A DAILY CLEANUP OF THE CONSTRUCTION AREA.
15. EXERT EVERY EFFORT TO MINIMIZE CONSTRUCTION NOISE AND DISTURBANCE DURING CONSTRUCTION.
SHORING OF EXISTING ELEMENTS
100SN804
1. PROVIDE ADEQUATE SUPPORT AND BRACING AS NEEDED TO PROTECT EXISTING ELEMENTS AND FINISHES TO REMAIN.
2. SUPPORT AND BRACE STRUCTURAL ELEMENTS INCLUDING SLABS, BEAMS, COLUMNS, WALLS,
AND FOUNDATIONS AS REQUIRED TO PROTECT AND MAINTAIN THE STABLE INTEGRITY OF THE EXISTING STRUCTURE TO REMAIN.
3. PROVIDE SUPPORT OF MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION
SYSTEMS AS REQUIRED TO ADEQUATELY PROTECT THEM AND MAINTAIN THEIR CONDITION, STABILITY AND POSITION DURING CONSTRUCTION.
4. WHERE SHOWN ON THE PLANS, SECTIONS, OR DETAILS, SUPPORT LOCATIONS ARE INTENDED ONLY AS SUGGESTIONS TO ALLOW THE COMPLETION OF THE WORK. THESE INDICATIONS ARE
NOT INTENDED TO BE AN EXHAUSTIVE INDICATION OF ALL AREAS OR ELEMENTS REQUIRING SUPPORT OR BRACING. ADDITIONALLY, THESE INDICATIONS ARE BASED ON A PRESUMED SEQUENCE OF WORK THAT MAY NOT MATCH THE CONTRACTOR'S DESIRED SEQUENCE.
5. DESIGN AND PROVIDE COMPETENT SHORING AND BRACING FOR ALL LOADS IMPOSED DURING AND AFTER DEMOLITION THROUGH COMPLETION OF THE WORK.
6. SUBMIT A SHORING PLAN AND LAYOUT PREPARED BY A LICENSED CIVIL OR STRUCTURAL
ENGINEER DEPICTING LOCATIONS AND METHOD OF SHORING AND SEQUENCE OF WORK FOR REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER.
SELECTIVE DEMOLITION
100SN803
1. EXTENT OF DEMOLITION IS TO BE AS INDICATED ON PLANS, SECTIONS AND DETAILS. PROVIDE
ALL MEASURES NECESSARY FOR PROTECTION OF THE EXISTING STRUCTURE AND SITE DURING DEMOLITION AND CONSTRUCTION. MEASURES SHALL INCLUDE, BUT NOT BE LIMITED
TO, PROVIDING ADEQUATE SHORING, BRACING, WEATHER PROTECTION, AND DUST PROTECTION. SEE SPECIFICATIONS FOR ADDITIONAL DEMOLITION INSTRUCTIONS.
2. DEMOLITION SHALL INCLUDE REMOVAL AND DISPOSAL OF DEMOLISHED CONSTRUCTION. ALL
REMOVED ITEMS, MATERIALS AND DEBRIS, ARE THE PROPERTY OF THE CONTRACTOR, UNLESS NOTED OTHERWISE.
3. REMOVED ITEMS INTENDED FOR REINSTALLATION SHALL BE PROTECTED AND STORED AS REQUIRED BY OWNER. VERIFY STORAGE AND REINSTALLATION OF EXISTING ELEMENTS WITH ARCHITECTURAL DRAWINGS.
4. REMOVED ITEMS TO BE PROVIDED TO THE OWNER SHALL BE PROTECTED, PACKAGED AND DELIVERED TO THE OWNER.
5. EXISTING STRUCTURAL ELEMENTS SHALL NOT BE REMOVED, CUT OR MODIFIED UNLESS INDICATED ON THE STRUCTURAL DRAWINGS. IF AN ELEMENT'S STATUS AS STRUCTURAL IS UNCERTAIN, NOTIFY THE STRUCTURAL ENGINEER.
6. ANY CONFLICTING ITEMS NOT SPECIFICALLY SHOWN (INCLUDING BUT NOT LIMITED TO HIDDEN CONDITIONS, UNDERGROUND PIPES, CONDUITS, ETC.) SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER.
7. REMOVAL OR MODIFICATION OF EXISTING ELEMENTS SHALL BE PERFORMED IN A MANNER TO PREVENT DAMAGE TO THOSE ELEMENTS TO REMAIN. SHOULD DAMAGE OCCUR TO ANY
EXISTING ELEMENTS, RESTORE THE ELEMENTS TO THEIR ORIGINAL CONDITION ACCORDING TO
THE REQUIREMENTS OF THE ARCHITECT AND STRUCTURAL ENGINEER AT NO ADDITIONAL COST TO THE OWNER.
8. IF EXISTING ELEMENTS NOT INDICATED FOR REPLACEMENT OR MODIFICATION ARE
DISCOVERED TO BE DAMAGED OR ARE DIFFERENT THAN INDICATED, NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER. SUCH DAMAGE OR DIFFERENCE SHALL INCLUDE, BUT NOT BE
LIMITED TO, DRY-ROT, WATER DAMAGE, INSECT DAMAGE, POOR WORKMANSHIP, BUCKLING,
EXCESSIVE DEFLECTION, SAGGING, TWISTING, WARPING, AND DIFFERENT SIZE, ORIENTATION, GRADE, QUALITY OR MATERIAL.
9. PERFORM ALL PATCHING AND RESTORATION AS REQUIRED BY THE WORK. THE WORK SHALL
MATCH ADJACENT SURFACES TO THE SATISFACTION OF THE OWNER UNLESS SPECIFICALLY NOTED OTHERWISE.
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S1.01
GENERAL NOTES
23604-01
APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE
GENERAL NOTES
STRUCTURAL SHEET INDEX
S1.01 GENERAL NOTES
S1.02 GENERAL NOTES
S1.03 GENERAL NOTES
S1.04 STRUCTURAL SPECIAL INSPECTIONS AND TESTING
S2.01 DEMOLITION PLANS
S2.02 FOUNDATION PLAN
S2.03 FLOOR FRAMING PLAN
S2.04 ROOF FRAMING PLAN
S3.01 SECTIONS
S3.02 SECTIONS
S3.03 SECTIONS
S3.04 SECTIONS
S3.05 SECTIONS
S4.01 ELEVATIONS
S5.01 TYPICAL CONCRETE DETAILS
S5.21 TYPICAL WOOD FRAMING DETAILS
S5.22 TYPICAL WOOD FRAMING DETAILS
S5.23 DETAILS
S5.24 DETAILS
S5.31 TYPICAL WOOD SHEAR WALL AND HOLDOWN DETAILS
S5.32 TYPICAL WOOD SHEAR WALL AND HOLDOWN DETAILS
S5.41 TYPICAL INTERIOR PARTITION WALL DETAILS
S5.42 TYPICAL INTERIOR PARTITION WALL DETAILS
1 PLAN CHECK
COMMENTS
11/01/2024
C REVISIONS 11/01/2024
SILL ANCHOR BOLT WASHER SCHEDULE
WALL TYPE 2x4 2x6 2x8 & LARGER
1 SIDE SHTG
2x8 & LARGER
2 SIDES SHTG
WASHER
DESIGNATION BPS 5/8-3 BPS 5/8-6 BPS 5/8-6
3GA x 3" x STUD
WIDTH - 1/2" w/
11/16"Ø @ CL
WOOD
600SN001
1. ALL STRUCTURAL WOOD SHALL CONFORM WITH THE FOLLOWING SPECIFICATIONS:
SPECIES COMBINATION SHALL BE DOUG FIR - LARCH PER WCLIB GRADING RULES #17 OR WWPA STANDARD GRADING RULES FOR WESTERN LUMBER. DOUGLAS FIR – LARCH (NORTH) AND
DOUGLAS FIR (SOUTH) ARE NOT PERMITTED WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER.
2x, 3x AND 4x STUDS, PLATES AND BLOCKING - #2 UNO.
6x AND LARGER MEMBERS - #1 UNO.
2x JOISTS AND JOIST BLOCKING - #1 UNO
MEMBERS 3x AND LARGER SHALL BE FREE OF HEART CENTER
REDWOOD - CALIFORNIA REDWOOD, RIS.
SHEATHING - US PRODUCT STANDARD PS 1-09 AND PS2-10. APA RATED STRUCT 1/SHEATHING w/ EXTERIOR GLUE @ WALLS, FLOORS, & ROOFS UNO
PRESSURE TREATED DOUGLAS FIR - TYPE AS APPROPRIATE FOR EXTERIOR ABOVE GROUND USE AS SPECIFIED, BY AWPA.
2. ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED, EXCEPT LEDGERS, WHICH DO NOT NEED TO BE PRESSURE TREATED.
3. FIELD CUTS AND BOLT HOLES IN PRESSURE TREATED WOOD SHALL BE PROTECTED IN ACCORDANCE WITH AWPA STANDARD M4.
4. BEARING AND SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES, LAPPED AT WALL AND PARTITION INTERSECTION WITH (3) 16d NAILS. SPLICE UPPER AND LOWER PLATES AS IN "TYPICAL STUD WALL & OPENING FRAMING DETAIL" ON TYPICAL DETAIL SHEET .
5. PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS.
6. PROVIDE BLOCKING AS REQUIRED AT CEILINGS, WALL FINISHES, FIRE BLOCKING, BACKING ETC.
7. NOT USED.
8. THE MOISTURE CONTENT OF 2x MATERIAL AT TIME OF INITIAL USE SHALL BE LESS THAN 19%.
THE MOISTURE CONTENT OF LUMBER 3x AND LARGER AT TIME OF INITIAL USE SHALL BE LESS THAN 30% UNO.
9. HOLES FOR BOLTS IN WOOD SHALL BE BORED WITH A BIT OF THE SAME NOMINAL DIAMETER AS THE BOLT PLUS 1/16".
10. HOLES FOR LAG SCREWS SHALL BE FIRST BORED TO THE SAME DIAMETER AND DEPTH AS THE UNTHREADED SHANK. THE THREADED PORTION SHALL BE DRILLED TO 50% OF THE SHANK DIAMETER UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS.
11. LAG SCREWS AND WOOD SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE. SOAP MAY BE USED TO LUBRICATE SCREWS.
12. ALL BOLTS, LAG SCREWS AND POST-INSTALLED ANCHORS SHALL BE PROVIDED WITH METAL WASHERS UNDER HEADS AND NUTS WHICH BEAR ON WOOD. STEEL WASHERS SHALL BE SIMPSON BP OR BPS TYPE (3" SQ MIN w/ STD CUT WASHER WHERE REQD BY CODE). MALLEABLE IRON (MI) WASHERS SHALL BE ROUND AND CAST. STANDARD FLAT WASHERS SHALL BE PER ANSI B18.22.1 TYPE A - WIDE PATTERN. FOR WASHERS AT SILL ANCHORS, SEE SCHEDULE:
13. ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED ON INSTALLATION AND RETIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB.
14. ALL BOLTS SHALL BE FULL NOMINAL DIMENSION AT UNTHREADED PORTION. NO UPSET THREADED BOLTS ALLOWED.
15. ALL FASTENERS, INCLUDING NUTS AND WASHERS, IN CONTACT w/ PRESERVATIVE-TREATED OR FIRE-RETARDANT MATERIAL SHALL BE HOT-DIPPED GALVANIZED STEEL OR STAINLESS STEEL.
BOLTS MAY BE HOT-DIPPED OR MECHANICALLY DEPOSITED ZINC-COATED STEEL. PLAIN CARBON STEEL FASTENERS ARE PERMITTED IN CONTACT w/ SBX/DOT OR ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT.
16. USE OF MACHINE NAILING IS SUBJECT TO SATISFACTORY REVIEW FOR EACH PROJECT AND SUBJECT TO APPROVAL BY THE GOVERNING AGENCY. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE APPROVED IN 5/16" SHEATHING. IF NAIL HEADS PENETRATE THE OUTER PLY BY MORE THAN WOULD BE
NORMAL FOR A HAMMER OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY.
17. BLOCK SHTG JOINTS WITH 2x4 FLAT BLOCKING WHERE NOTED ON ROOF OR FLOOR FRAMING PLANS AND WITH BLOCKING SAME SIZE AS STUDS AT WALLS. USE PLYCLIPS AT MIDSPAN OF UNSUPPORTED ROOF SHEATHING EDGES.
18. FRAMING HARDWARE SHOWN ON THE PLANS IS SIMPSON STRONG-TIE. USE FRAMING HARDWARE AS MANUFACTURED BY SIMPSON COMPANY OR EQUIVALENT. PRIOR TO
INSTALLATION OF ANY NON-SIMPSON HARDWARE, THE CONTRACTOR SHALL SUBMIT A LIST OF
ALL DETAIL REFERENCES WHERE A HARDWARE SUBSTITUTION IS PROPOSED, THE
DESIGNATION FOR THE SIMPSON ITEM AND NON-SIMPSON PROPOSED EQUIVALENT AND AN ICC REPORT FOR EACH SUBSTITUTION ITEM.
19. LAY ALL STRUCTURAL SHEATHING ON ROOF AND FLOORS WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS UNLESS NOTED OTHERWISE.
20. NOTIFY STRUCTURAL ENGINEER AFTER WALL, FLOOR, AND ROOF SHTG NAILING HAS BEEN COMPLETED AND A MINIMUM OF 48 HOURS PRIOR TO CONCEALING NAILING. 1 POST-INSTALLED ANCHORS
305SN001
1. FOR CONCRETE CONSTRUCTION, POST-INSTALLED ANCHORS SHALL BE ONE OF THE FOLLOWING:
A. ADHESIVE ANCHORS FOR THRD ROD & REBAR:
a. HILTI HIT-HY 200 V3 PER ESR-4868
b. HILTI HIT-RE500 V3 PER ESR-3814
c. SIMPSON ET-3G PER ESR-5334
d. SIMPSON SET-3G PER ESR-4057
e. DEWALT PURE 110+ ESR-3298
B. EXPANSION ANCHORS:
a. HILTI KB-TZ2 PER ESR-4266
b. SIMPSON STRONG BOLT 2 PER ESR-3037
c. DEWALT POWER-STUD+ SD2, SD4 OR SD6 AS NOTED PER ESR-2502 C. SCREW ANCHORS:
a. HILTI KWIK HUS-EZ (KH-EZ) PER ESR-3027
b. SIMPSON TITEN HD PER ESR-2713
c. DEWALT SCREWBOLT+ PER ESR-3889
2. FOR GROUT-FILLED MASONRY CONSTRUCTION, POST-INSTALLED ANCHORS SHALL BE ONE OF THE FOLLOWING:
A. ADHESIVE ANCHORS FOR THRD ROD & REBAR:
a. HILTI HIT-HY 270 PER ESR-4143
b. SIMPSON ET-3G PER ESR-5309
c. DEWALT AC 100+ GOLD PER ESR-3200
B. EXPANSION ANCHORS:
a. HILTI KB-TZ2 PER ESR-4561
b. SIMPSON STRONG-BOLT 2 PER IAPMO ER-240
c. DEWALT POWER-STUD+ SD1 PER ESR-2966
C. SCREW ANCHORS:
a. HILTI KWIK HUS-EZ (KH-EZ) PER ESR-3056
b. SIMPSON TITEN HD PER ESR-1056
c. DEWALT SCREWBOLT+ PER ESR-4042
3. FOR UNGROUTED CMU CONSTRUCTION, POST-INSTALLED ANCHORS SHALL BE ADHESIVE ANCHORS AND BE ONE OF THE FOLLOWING:
A. HILTI HY-270 WITH HIT-SC SCREEN TUBES PER ESR-4143
B. SIMPSON SET 3G WITH 3GW OPTIMESH SCREEN TUBES PER ESR-4844
4. FOR PARTIALLY GROUTED CMU CONSTRUCTION, PLASTIC MESH SCREEN TUBES SHALL BE PROVIDED AND INSTALLATION SHALL MEET THE REQUIREMENTS OF THE ICC-ESR REPORT. THE MINIMUM DISTANCE FROM HOLLOW HEAD JOINTS SHALL BE 2 INCHES, MEASURED FROM THE CENTERLINE OF THE HEAD JOINT.
5. ANCHOR TYPE, SIZE & EMBEDMENT SHALL BE AS INDICATED IN DRAWINGS. POST-INSTALLED ANCHORS FOR REPAIR SHALL BE EVALUATED ON A CASE BY CASE BASIS. NOTIFY STRUCTURAL ENGINEER FOR REPAIRS.
6. ALL EMBEDMENT DEPTHS CALLED OUT IN DRAWINGS REFER TO EFFECTIVE EMBEDMENT UNLESS OTHERWISE NOTED. SEE DIAGRAM BELOW AND ICC REPORTS.
7. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS GIVEN IN THE EVALUATION REPORT. PROVIDE MINIMUM EMBEDMENT PROVIDED IN ICC ESR REPORT UNLESS NOTED OTHERWISE.
8. PROVIDE SPECIAL INSPECTION AS INDICATED IN THE STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING AND THE EVALUATION REPORT.
9. WHEN INSTALLING POST-INSTALLED ANCHORS IN EXISTING CONCRETE OR MASONRY, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING EXISTING REINFORCING BARS. DO NOT INSTALL ANCHORS WITHIN 1 1/2" OF CMU HEAD JOINTS. DO NOT INSTALL ANCHORS IN PRESTRESSED CONCRETE ELEMENTS.
10. THE CONCRETE SHALL HAVE ATTAINED ITS MINIMUM DESIGN STRENGTH PRIOR TO INSTALLATION OF THE ANCHORS.
11. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT THE TIME OF ANCHOR INSTALLATION PER ACI 318, CHAPTER 17.
12. INSTALLER CERTIFICATION AND INSPECTION IS REQUIRED FOR HORIZONTAL AND UPWARDLY
INCLINED ADHESIVE ANCHORS SUBJECTED TO SUSTAINED TENSION LOADING IN ACCORDANCE WITH ACI 318, CHAPTER 17.
13. IF TEMPERATURE OF BASE MATERIAL AT TIME OF ADHESIVE ANCHOR INSTALLATION IS 45 DEGREES FARENHEIT OR LOWER, AN "ACRYLIC" OR COLD WEATHER ADHESIVE IS REQUIRED.
USE DEWALT AC200+, SIMPSON AT-XP, OR HILTI HIT-HY200 WHEN THIS OCCURS.
14. THE INSPECTION OF THE ANCHORS SHALL BE DONE BY A QUALIFIED INSPECTION AGENCY AND
A REPORT OF THE INSPECTION RESULTS SHALL BE SUBMITTED TO THE GOVERNING AGENCY AND ARCHITECT/STRUCTURAL ENGINEER.
INSTALLED ANCHOR DIAGRAMSEMBED EFFECTIVE
EMBED
NOMINAL
HOLE DEPTH
PER REPORT
EMBED
EFFECTIVE
EMBED
NOMINAL
HOLE DEPTH
PER REPORT
EXPANSION ANCHOR SCREW ANCHOR
STRUCTURAL OBSERVATION
100SN017
1. IN ACCORDANCE WITH SECTION 1704.6 OF THE CBC, THIS PROJECT IS REQUIRED TO HAVE STRUCTURAL OBSERVATION. STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION
OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND
SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY CBC SECTIONS 110 OR 1705. THE FOLLOWING PROJECT MILESTONES SHALL BE OBSERVED:
A. FOUNDATIONS (PRIOR TO CONCRETE PLACEMENT)
B. WOOD SHEATHED SHEAR WALLS, FLOORS, AND ROOFS (PRIOR TO COVERING) C. CMU SHEAR WALLS (PRIOR TO GROUTING)
D. STEEL ERECTION PRIOR TO COMPLETION OF FIRST ELEVATED LEVEL (FLOOR OR ROOF)
2. THE OWNER SHALL EMPLOY THE ARCHITECT OR STRUCTURAL ENGINEER OF RECORD, OR
ANOTHER REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT DESIGNATED TO PERFORM STRUCTURAL OBSERVATION. OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR AND BUILDING OFFICIAL.
THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A STATEMENT THAT
THE FIELD VISITS HAVE OCCURRED AND IDENTIFY ANY REPORTED DEFICIENCIES THAT, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED.
3. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL OBSERVER A MINIMUM OF 48 HOURS IN ADVANCE OF PROJECT MILESTONES SO THAT OBSERVATIONS MAY BE SCHEDULED. #3
B
22 28
#4 #5 #6 #7 #8 #9 #10 #11
38 29
47 36
56 43
81 63
93 72
105
81 118
91 131
101
ACI 318
CBC/IBC
f'c= 3000 PSI CONC
LAP SPLICE LENGTHS FOR GRADE 60 REINFORCING BARS IN TENSION (Lst) 300SN002
(ALL LENGTHS SHOWN ARE IN INCHES)
DEFINITIONS:
LD = DEVELOPMENT LENGTH OF DEFORMED BARS IN TENSION
LST = TENSION LAP SPLICE LENGTH
TOP = HORIZONTAL REINFORCEMENT LOCATED SUCH THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE SPLICE.
NOTES:
1. SCHEDULE APPLIES TO NORMAL WEIGHT CONCRETE WITH UNCOATED, GRADE 60 REINFORCING STEEL FOR #3 BARS AND LARGER.
2. ROUND UP TO THE NEAREST WHOLE NUMBER FOR ALL LENGTH CALCULATIONS.
3. Lst SHALL BE 12 INCHES MINIMUM.
4. WHERE CLEAR SPACING OF BARS BEING SPLICED IS LESS THAN 2 BAR DIA. OR WHERE CLEAR COVER OF BARS BEING SPLICED IS LESS THAN 1 BAR DIA., MULTIPLY LAP LENGTHS BY 1.50, UNO.
5. WHERE CLASS A LAP SPLICE IS NOTED IN DETAIL, DIVIDE LENGTHS ABOVE BY 1.30.
6. DEVELOPMENT LENGTH OF DEFORMED BARS, Ld, SHALL BE CALCULATED BY DIVIDING THE LENGTH ABOVE BY 1.30. Ld SHALL BE 12 INCHES MINIMUM.
7. WHEN SPLICING DIFFERENT SIZE BARS, Lst SHALL BE THE GREATER OF Ld OF THE LARGER BAR AND Lst OF THE SMALLER BAR.
8. INDIVIDUAL BAR SPLICES WITHIN A BUNDLE SHALL NOT OVERLAP. INCREASE LAP LENGTHS BY 20 PERCENT FOR A THREE-BAR BUNDLE AND 33 PERCENT FOR A FOUR-BAR BUNDLE
9. THE LENGTHS SHOWN IN THE SCHEDULE SHALL BE INCREASED BY ALL APPLICABLE MULTIPLIERS LISTED IN THE NOTES ABOVE.
REINF
LOCATION
SPLICE
CLASS
TOP
OTHER
STRUCTURAL STEEL
500SN001
1. FABRICATION, ERECTION AND MATERIALS SHALL CONFORM WITH THE AISC SPECIFICATION FOR
STRUCTURAL STEEL BUILDINGS, THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL
BUILDINGS AND THE AISC CODE OF STANDARD PRACTICE, LATEST EDITIONS ADOPTED BY THE BUILDING CODE SPECIFIED IN THE DESIGN CRITERIA NOTES, UNO.
2. ALL HOT ROLLED STEEL SHAPES, PLATES AND BARS SHALL BE NEW STEEL CONFORMING TO ASTM A6, UNO IN THE STRUCTURAL DRAWINGS. STRUCTURAL STEEL SHALL BE AS FOLLOWS:
A. WIDE FLANGE AND WT SHAPES: ASTM A992
B. M- AND S- SHAPES: ASTM A36
C. C- AND MC- SHAPES: ASTM A992
D. L- SHAPES: ASTM A572 GRADE 50
E. ROUND HSS: ASTM A500 GRADE C (Fy = 46 KSI)
F. RECTANGULAR HSS: ASTM A500 GRADE C (Fy = 50 KSI)
G. PIPE: ASTM A53, GRADE B (Fy = 35 KSI)
H. BASE PLATES UP TO 4” THICK: ASTM A572 GRADE 50
I. ALL OTHER PLATE MATERIAL: ASTM A572 GRADE 50, UNO
J. CONNECTION MATERIAL
a. COLUMN CONTINUITY PLATES AND DOUBLER PLATES: ASTM A572 GRADE 50 b. BRACED FRAME GUSSET PLATES: ASTM A572 GRADE 50
3. ALL STRUCTURAL STEEL SHALL RECEIVE A MINIMUM OF ONE SHOP COAT OF RED PRIMER PAINT.
DO NOT PAINT AREAS TO BE FIELD WELDED, FIREPROOFED, GALVANIZED, TO RECEIVE SLIPCRITICAL HIGH STRENGTH BOLTS, OR TO BE EMBEDDED IN CONCRETE. PROVIDE ADDITIONAL PAINTING AS NOTED IN THE SPECIFICATIONS.
4. ALL STRUCTURAL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE. TEMPORARY BRACING
SHALL BE INSTALLED AND SHALL BE LEFT IN PLACE UNTIL OTHER MEANS ARE PROVIDED TO ADEQUATELY BRACE THE STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL BASE PLATE AND SUPPORT CONDITIONS DURING ERECTION AND BRACING AS REQUIRED. SEE AISC AND OSHA REQUIREMENTS.
5. GROUT BELOW BASE PLATES SHALL BE NON-METALLIC, NON-SHRINK GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF 8,000 PSI UNO. COLUMN BASE PLATES SHALL BE PROMPTLY
GROUTED AFTER STEEL FRAME HAS BEEN PLUMBED AND PRIOR TO INSTALLATION OF METAL DECKING.
6. STRUCTURAL STEEL BELOW GRADE SHALL HAVE 3 INCHES MINIMUM OF CONCRETE COVER.
7. STRUCTURAL BOLTS AND THREADED FASTENERS
A. BOLTED CONNECTIONS SHALL CONSIST OF UNFINISHED BOLTS CONFORMING TO ASTM F3125 GRADE A325 UNO.
B. WHERE HIGH-STRENGTH BOLTS ARE SPECIFIED, BOLTS CONFORMING TO ASTM F3125 GRADE A325 OR GRADE A490 SHALL BE PROVIDED AS INDICATED. HIGH STRENGTH BOLTS IN SLIPCRITICAL AND PRETENSION JOINTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F1852
FOR TWIST-OFF TYPE TENSION CONTROL BOLT PRETENSIONING OR BE PROVIDED WITH DIRECT TENSION INDICATOR WASHERS CONFORMING TO THE REQUIREMENTS OF ASTM F959.
C. ANCHOR RODS CAST IN CONCRETE OR MASONRY SHALL BE HEADED BOLTS WITH CUT THREAD, FULL DIAMETER BODY STYLE CONFORMING TO ASTM F1554 GRADE 36, 55 (WELDABLE PER S1 SUPPLEMENTARY REQUIREMENTS), OR GRADE 105 AS INDICATED ON DRAWINGS. IN LIEU OF
HEADED ANCHOR RODS, THREADED ROD CONFORMING TO THE ABOVE SPECIFICATIONS MAY
BE USED WITH A SINGLE NUT WELDED TO THE ROD OR DOUBLE NUTS TIGHTENED TO PREVENT ROTATION. ANCHOR ROD PROJECTION ABOVE TOP OF FOUNDATION SHALL BE AS NOTED ON THE DRAWINGS.
D. BOLTED CONNECTIONS SHALL HAVE WASHERS CONFORMING TO ASTM F436 UNO. WASHERS
MAY BE OMITTED AT SNUG-TIGHTENED AND SLIP-CRITICAL CONNECTIONS, EXCEPT WHERE REQUIRED BY THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS, LATEST EDITION.
E. BASE PLATES SHALL HAVE NUTS AND WASHERS AT TOP AND BOTTOM OF PLATE. WASHERS FOR BASE PLATES SHALL BE A36 SQUARE OR CIRCULAR PLATE UNLESS ASTM F844 WASHERS ARE PERMITTED. SEE BASE PLATE DETAILS FOR PLATE WASHER SIZE AND PERMISSIBLE WASHER TYPE.
F. THREADED RODS SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE ON THE DRAWINGS.
G. PINS: ALL PINS IN PIN CONNECTED MEMBERS SHALL CONFORM TO ASTM A36 OR ASTM A108 AS INDICATED ON THE DRAWINGS.
8. ADDITIONAL REQUIREMENTS FOR "SLIP-CRITICAL" BOLTED CONNECTIONS:
A. "SLIP-CRITICAL" CONNECTIONS (A325-SC DESIGN VALUES WITH SPECIAL INSPECTION) ARE
REQUIRED AT ALL MOMENT FRAME CONNECTIONS, BRACED FRAME CONNECTIONS, AT ALL
CONNECTIONS ALONG CHORD LINES AND DRAG LINES (AS NOTED ON PLANS), AND UNO, AT ALL BOLTS IN OVERSIZED OR SLOTTED HOLES.
B. THE SPECIAL INSPECTOR MUST BE PRESENT DURING THE INSTALLATION AND TIGHTENING OPERATION OF "SLIP-CRITICAL" CONNECTIONS.
9. PROVIDE 3/4" DIAMETER STITCH BOLTS AND RING FILLS, SPACED AT NOT MORE THAN 2'-0" ON CENTER FOR ALL DOUBLE ANGLE MEMBERS UNO.
10. AT WOOD TO STEEL PARALLEL CONTACT, BOLT WITH 1/2" DIAMETER BOLTS AT MAXIMUM 24"CC UNLESS NOTED OTHERWISE IN THE DRAWINGS.
11. BOLT HOLES SHALL BE AISC STANDARD HOLES UNLESS SPECIFIED OTHERWISE. USE STANDARD AISC GAGE AND PITCH FOR BOLTS EXCEPT AS NOTED OTHERWISE.
12. WELDING SHALL BE DONE BY THE ELECTRIC ARC PROCESS IN ACCORDANCE WITH AMERICAN WELDING SOCIETY STANDARDS, USING ONLY CERTIFIED WELDERS. ALL GROOVE WELDS SHALL HAVE COMPLETE PENETRATION UNLESS NOTED OTHERWISE. ALL ELECTRODES FOR WELDING SHALL COMPLY WITH AWS D1.1 AND D1.8 AS APPLICABLE, E70 SERIES MINIMUM.
13. WELD LENGTHS SPECIFIED ON PLANS ARE THE NET EFFECTIVE LENGTHS REQUIRED.
14. MINIMUM FILLET WELDS: (T = THICKNESS OF THINNER PART JOINED) 3/16" @ T < 1/2"
1/4" @ T < 3/4"
5/16" @ T > 3/4"
15. WELDING PROCEDURE SPECIFICATIONS (WPS) FOR SHOP AND FIELD PREQUALIFIED WELD JOINTS
AND WELD JOINTS QUALIFIED BY TEST SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL ENGINEER AND THE OWNER’S TESTING LABORATORY PRIOR TO FABRICATION. ALL WELDING
PROCEDURE ITEMS SUCH AS BASE METALS, WELDING PROCESSES, FILLER METALS AND JOINT DETAILS THAT MEET THE REQUIREMENTS OF AWS D1.1 SECTION 3 SHALL BE CONSIDERED AS PREQUALIFIED. ANY CHANGE OR SUBSTITUTION THAT IS BEYOND THE RANGE OR TOLERANCE OR REQUIREMENTS FOR PREQUALIFICATION SHALL BE QUALIFIED BY TEST PER AWS D1.1 SECTION 4 PART B. SUBMIT TEST REPORTS SHOWING SUCCESSFUL PASSAGE OF QUALIFICATION TESTS FOR ALL NON-PREQUALIFIED WELDING PROCEDURE SPECIFICATIONS.
COLD-FORMED METAL FRAMING
540SN001
1. GALVANIZED SHEET STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL QUALITY, WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR 43 MILS (18 GA) AND THINNER AND ASTM A653, STRUCTURAL QUALITY, WITH A MINIMUM YIELD STRENGTH OF 50 KSI FOR 54 MILS (16 GA) AND THICKER. HOT-ROLLED CARBON SHEET AND STRIP STEEL USED IN THE FABRICATION OF COLDFORMED MEMBERS SHALL CONFORM TO ASTM A1011 WITH A RUST INHIBITIVE COATING. ALL CFS MEMBERS ARE TO BE COATED IN ACCORDANCE WITH THE OPTIONS SHOWN IN PARAGRAPH 4.3 AND TABLE 1 OF ASTM C955 AND SHALL HAVE A MINIMUM COATING PROTECTION LEVEL OF CP 60.
2. METAL STUDS AND JOISTS SHALL BE OF SIZE AND THICKNESS SHOWN ON DRAWINGS WITH THE MINIMUM EFFECTIVE SECTION PROPERTIES SHOWN IN THE TABLE(S).
3. MINIMUM THICKNESS SHOWN IN TABLE FOR THE THICKNESS SPECIFIED REPRESENTS 95% OF DESIGN THICKNESS PER AISI S240.
4. METAL FRAMING SHALL BE PER ICC-ES NO. 3064P OR ICC-ES 4205. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AGENCY APPROVAL FOR ANY SUBSTITUTIONS.
5. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3 "STRUCTURAL WELDING CODE-SHEET STEEL". WELDERS SHALL BE AWS CERTIFIED. WELDING RODS: E60XX MIN (43 MIL AND THINNER), E70XX MIN (54 MIL AND THICKER).
6. SMS SHALL BE PER ONE OF THE FOLLOWING:
A. GRABBER CONSTRUCTION PRODUCTS INC PER ESR-1271
B. PRIMESOUCE BUILDING PRODUCTS PER ESR-1408
C. ITW BUILDEX PER ESR-1976
D. ITW BUILDEX PER ESR-3223
E. HILTI PER ESR-2196
F. PORTEOUS FASTENER PER ESR-3231
G. ELCO CONSTRUCTION PRODUCTS PER ESR-3294
H. SIMPSON STRONG-TIE COMPANY PER ESR-3006
7. SMS MUST BE INSTALLED WITH THE FOLLOWING MINIMUM DIMENSIONAL LIMITATIONS: WHERE
MULTIPLE FASTENERS ARE USED, SCREWS ARE TO HAVE A CENTER-TO-CENTER SPACING OF AT LEAST 3 TIMES THE NOMINAL DIAMETER (D). SCREWS ARE TO HAVE A CENTER-OF-SCREW TO EDGE-OF-STEEL DIMENSION OF AT LEAST 1.5 TIMES THE NOMINAL DIAMETER (D) OF THE SCREW.
8. ALL SCREWS ARE TO PROTRUDE A MINIMUM OF THREE FULL THREADS BEYOND THE CONNECTED PARTS, UNLESS OTHERWISE NOTED. WHERE THE CONNECTED PARTS ARE
DIFFERENT THICKNESS, THE SCREW IS TO FIRST PENETRATE THE THINNER MEMBER, THEN
PENETRATE THICKER PART, MEANING, THE SCREW HEAD IS IN CONTACT WITH THE THINNER MEMBER, UNLESS OTHERWISE NOTED.
9. TYPICAL METAL TRACK SHALL BE SAME GAUGE AS STUDS WHICH IT SUPPORTS, UNPUNCHED, WITH A FLANGE WIDTH OF 1 1/4 INCHES AND A DEPTH EQUAL TO THE NOMINAL STUD PLUS 2 TIMES THE TRACK THICKNESS PLUS THE RADIUS. NESTED TRACKS SHALL BE FABRICATED TO FILL THE OUTSIDE OF A TYPICAL METAL TRACK. DEEP LEG TRACKS SHALL HAVE A MINIMUM FLANGE WIDTH OF 2 INCHES. USE SLOTTED SLIP TRACKS WHERE SPECIFIED. SEE SECTIONS AND TYPICAL METAL STUD DETAILS.
10. METAL STUDS AND JOISTS SHALL NOT HAVE PUNCH-OUTS CLOSER THAN 10" CLEAR FROM THE END OF THE MEMBER OR AT INTERMEDIATE LATERAL BEARING POINTS OF THE MEMBER. METAL STUDS WHICH ARE PART OF BUILT-UP HEADER SECTIONS SHALL BE UNPUNCHED FULL LENGTH.
GAUGE/MIL
MIN THICKNESS
DEPTH "D"
2 1/2"
3 5/8"
4"
6"
8"
0.235
Ix Sx
0.0329 0.0428 0.0538 0.0677
20/33 18/43 16/54 14/68
1 5/8"
S STUDS &
JOISTS
0.180 0.302 0.240 0.370 0.284 0.450 0.357
0.551 0.268 0.710 0.372 0.873 0.444 1.069 0.574
0.692 0.299 0.892 0.417 1.098 0.498 1.346 0.648
1.793 0.577 2.316 0.767 2.860 0.916 3.525 1.164
3.384 0.710 4.500 1.019 5.600 1.229 1.6637.070
Ix Sx Ix Sx Ix Sx
DESIGNATION S162-33 S162-43 S162-54 S162-68
- - - - 14.298 1.914 18.390 2.645
- - 7.523 1.302 9.391 1.572 11.978 2.154
12"
10"
COLD-FORMED METAL FRAMING SECTION PROPERTIES - SSMA C STUDS & JOISTS - S162 SECTIONS 2,3
540SN002
1/2" TYP
TYP
"D"
NOTES:
1. FOR COMPLETE SECTION DESIGNATIONS IN ACCORDANCE WITH SSMA OR SFIA STANDARDS, ADD MEMBER DEPTH TO FRONT OF INDICATED DESIGNATION. EXAMPLE: FOR 3 5/8" MEMBER WITH GAUGE/MIL OF 18/43, THE FULL DESIGNATION IS 362S162-43.
2. SECTION PROPERTIES SHOWN ARE EFFECTIVE PROPERTIES CONFORMING TO AISI A7.2 PER
SSMA OR SFIA STANDARDS FOR MATERIAL STRENGTH NOTED IN COLD-FORMED METAL FRAMING NOTES.
GLUED LAMINATED BEAMS
640SN003
1. GLUED LAMINATED BEAMS SHALL BE MANUFACTURED FROM VISUALLY GRADED WESTERN SPECIES AND SHALL CONFORM TO THE FOLLOWING COMBINATIONS:
SIMPLE SPAN MEMBERS: 24F-V4
CANTILEVER AND CONTINUOUS MEMBERS: 24F-V8
2. CAMBER BEAMS ON AS INDICATED ON PLANS.
3. EACH GLUED LAMINATED BEAM SHALL BE INSPECTED BY A QUALIFIED INSPECTOR AND
STAMPED WITH A QUALITY CONTROL MARK SIGNIFYING IT WAS MANUFACTURED ACCORDING TO ANSI/AITC A190.1.
4. ALL GLUED LAMINATED BEAMS SHALL BE FABRICATED USING WET-USE ADHESIVES COMPLYING WITH ANSI/AITC A190.1.
FIBER REINFORCED POLYMER (FRP) STRENGTHENING
1. FIBER REINFORCED POLYMER (FRP) COMPOSITE STRENGTHENING SHALL BE DESIGNED BY A FRP STRENGTHENING ENGINEER WORKING FOR THE REPAIR CONTRACTOR.
2. FRP STRENGTHENING SHALL SATISFY THE DESIGN REQUIREMENTS INDICATED ON THESE DRAWINGS.
3. SUBMIT FOR REVIEW AND APPROVAL DESIGN DETAILS AND CALCULATIONS PREPARED BY A CALIFORNIA REGISTERED PROFESSIONAL ENGINEER.
4. DESIGN OF THE FRP REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 440.2R (CONCRETE) AND/OR ACI 440.7R (MASONRY)
5. REQUIRED SUBMITTALS FOR FRP:
A. PRODUCT DATA SHEETS
B. CURRENT ICC-ESR REPORT
C. QUALITY CONTROL INSPECTION AND TESTING PROGRAM
D. LIST OF 15 FRP STRENGTHENING PROJECTS COMPLETED BY THE FRP CONTRACTOR WITH EH MANUFACTURER'S FRP COMPOSITE SYSTEM IN THE PAST 5 YEARS. THE
LIST SHOULD INCLUDE PROJECT NAME, DATE OF WORK, AMOUNT OF FRP AND TYPE OF WORK PERFORMED.
6. INSTALL FRP SYSTEM FOLLOWING THE PROCEDURES OF THE FRP MANUFACTURER.
7. FRP FABRIC SHALL BE SATURATED USING A SATURATING MACHINE. MANUAL SATURATION IS NOT RECOMMENDED.
8. FRP SYSTEMS SHALL BE INSTALLED BY AN EXPERIENCED AND TRAINED APPLICATOR CERTIFIED BY THE MANUFACTURER OF THE FRP SYSTEM.
9. FRP LAYOUT VARIATIONS TO ADDRESS FIELD CONDITIONS SHALL BE COORDINATED BY
GENERAL CONTRACTOR WITH THE FRP DESIGNER TO ENSURE CONFORMANCE WITH THE DESIGN INTENT. SUBMIT AS-BUILT DRAWINGS INCLUDING FINAL LAYOUT OF THE STRENGTHENING SOLUTIONS AT THE COMPLETION OF THE PROJECT.
10. CONDUCT DIRECT TENSION ADHESION TESTING PER ASTM D7522 OR ASTM D4541.
PROVIDE LABORATORY TESTING PER ASTM D3039 FOR EACH BATCH OF FIBER AND EPOXY USED ON THE PROJECT.
DEFERRED APPROVALS
1. THE FOLLOWING ITEMS REQUIRE DEFERRED APPROVAL FROM THE ENFORCEMENT AGENCY:
A. FIBER REINFORCED POLYMER (FRP) STRENGTHENING OF CMU WALL.
B. FIRE SPRINKLER SUPPORT
C. SEISMIC BRACING OF MECHANICAL, ELECTRICAL AND PLUMBING DISTRIBUTION SYSTEMS
2. THE DESIGN OF THE ABOVE ITEMS IS BY THE CONTRACTOR/MANUFACTURER.
CONTRACTOR/MANUFACTURER MUST PREPARE ALL NECESSARY CALCULATIONS AND
DRAWINGS PER THE CALIFORNIA BUILDING CODE UNDER THE SUPERVISION OF A CIVIL
ENGINEER, REGISTERED IN CALIFORNIA, AND SHALL OBTAIN ALL NECESSARY PLAN CHECK APPROVALS FROM THE ENFORCEMENT AGENCY.
3. INSTALLATION OF THE ABOVE ITEMS SHALL NOT BE STARTED UNTIL DETAILED PLANS,
SPECIFICATIONS AND ENGINEERING CALCULATIONS HAVE BEEN REVIEWED BY THE ARCHITECT OR STRUCTURAL ENGINEER OF RECORD, AND APPROVED BY THE ENFORCEMENT AGENCY. 600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
S
S TA TE O F CAL I FO R N I A
STRUCTURAL
R
ROFE P
ED
ER T IS
GE
SI N
ENGINEER
O AL
I
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E
I
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9 AS.O
A
FRANCN
4 0 8 0
H
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L11
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RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
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G R O U P
7 S
5 06
C
07 18
2 P
R
A
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90 A
EU
C
+
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S1.02
GENERAL NOTES
23604-01
APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE
GENERAL NOTES
1 1
C
C
1 PLAN CHECK
COMMENTS
11/01/2024
C REVISIONS 11/01/2024
(E) CONCRETE
WALL
INJECTION PORT
(E) CRACK, PARTIAL
THICKNESS
INJECTION PORT
(E) CRACK, THROUGH
THICKNESS
PROVIDE INJECTION
PORTS IF INJECTING
FROM BOTH SIDES OF
ELEMENT
CAP SEAL WHERE FAR
SIDE IS ACCESSIBLE
MATERIALS:
A. RESIN (CONFORM TO ASTM C-881): SIKA SIKADUR 35 HI-MOD LV, HILTI CI 060 EP, OR APPROVED EQUAL.
B. SURFACE SEALER: SIKADUR INJECTION GEL, OR APPROVED EQUAL.
C. PORTING DEVICES: AS REQUIRED FOR EITHER MANUAL OR AUTOMATED APPLICATION. DEVICES SHALL BE COMPATIBLE WITH EQUIPMENT USED.
NOTES:
1. REFER TO ACI RAP-1 "STRUCTURAL CRACK REPAIR BY EPOXY INJECTION" FOR BACKGROUND AND DETAILED DESCRIPTION OF THIS METHOD.
2. CONTRACTOR QUALIFICATIONS: CONTRACTOR SHALL BE QUALIFIED IN THE FIELD OF CONCRETE REPAIR AND PROTECTION WITH A SUCCESSFUL TRACK RECORD OF 5 YEARS OR MORE.
CONTRACTOR SHALL MAINTAIN QUALIFIED PERSONNEL WHO HAVE RECEIVED PRODUCT TRAINING BY A MANUFACTURER'S REPRESENTATIVE.
3. INSTALL MATERIALS IN ACCORDANCE WITH ALL SAFETY, WEATHER CONDITIONS, MATERIAL
HANDLING AND INSTALLATION PROCEDURES REQUIRED BY THE MANUFACTURER, OR AS MODIFIED
BY APPLICABLE RULES AND REGULATIONS OF LOCAL, STATE, AND FEDERAL AUTHORITIES HAVING JURISDICTION. CONSULT MATERIAL SAFETY DATA SHEETS FOR COMPLETE HANDLING RECOMMENDATIONS.
4. EXECUTION:
A. PRIOR TO REPAIR, REVIEW CRACKING TO IDENTIFY IF THROUGH-THICKNESS CRACKING MAY EXIST.
B. AREAS TO BE SEALED MUST BE CLEAN AND FREE OF CONTAMINANTS AND MOISTURE.
C. ROUT CRACKS WHERE NECESSARY TO REMOVE LOOSE MATERIAL AT EDGES.
D. SET PORTING DEVICES, SPACE APPROPRIATELY TO ALLOW MAXIMUM FILLING OF CRACKS .
E. APPLY SURFACE SEALER. SEAL THE FAR SIDE OF CRACKS THAT EXTEND THROUGH THE ELEMENT. PROTECT REPAIR AREAS FOR POTENTIAL LEAKS.
F. FOLLOWING SUFFICIENT CURE OF SURFACE SEALER, INJECT EPOXY RESIN UNTIL REFUSAL. FILL
CRACKS WHEN THEY ARE WIDEST - DURING THE COOLEST PART OF THE DAY TO MAXIMIZE MATERIAL FILL.
G. FOLLOWING CURE OF RESIN, COMPLETELY REMOVE PORTS AND CAP SEAL.
H. CONFIRM SUCCESSFUL INJECTION USING CORES OR NON-DESTRUCTIVE EVALUATION.
I. PREPARE SURFACE FOR SPECIFIED FINISHES AND CONFIRM APPEARANCE ACCEPTABLE TO THE ARCHITECT AND OWNER.
EPOXY INJECTION CONCRETE CRACK REPAIR
(A) -
AB -
ABV -
ADDL -
AHU -
ALT -
APPROX -
ARCH -
(B) -
BLDG -
BLKG -
BLW -
BM -
B.O. -
BOF -
BOTT -
BRCG -
BRG -
BTWN -
BYND -
CC -
CG -
CJ -
CJP -
CL -
CLG -
CLR -
CMU -
COL -
CONC -
CONN -
CONT -
CONTR -
COORD -
CSK -
DBL -
DF -
DIAG -
DL -
DWG -
(E) -
EA -
EF -
EJ -
ELEV -
EN -
EOS -
EQ -
EW -
FB -
FC -
FDN -
FF -
FRMG -
FRT -
FS -
FTG -
GA -
GALV -
GLB -
GR -
GYP -
HD -
HDR -
HGR -
HK -
HORIZ -
HSB -
HSS -
HT -
OCCURS ABOVE
ANCHOR BOLT
ABOVE
ADDITIONAL
AIR HANDLING UNIT
ALTERNATE
APPROXIMATE
ARCHITECTURAL
OCCURS BELOW
BUILDING
BLOCKING
BELOW
BEAM
BOTTOM OF
BOTTOM OF FOOTING
BOTTOM
BRACING
BEARING
BETWEEN
BEYOND
CENTER TO CENTER
CENTER OF GRAVITY
CONSTRUCTION JOINT
COMPLETE JOINT PENETRATION
CENTERLINE
CEILING
CLEAR
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONNECTION
CONTINUOUS
CONTRACTOR
COORDINATE
COUNTERSINK
DOUBLE
DOUGLAS FIR
DIAGONAL
DEAD LOAD
DRAWING
EXISTING
EACH
EACH FACE OR EDGE FASTENER
EXPANSION JOINT
ELEVATION
EDGE NAILING
EDGE OF SLAB
EQUAL
EACH WAY
FACE OF BLOCK/BRICK OR FLAT BAR
FACE OF CONCRETE
FOUNDATION
FINISH FLOOR
FRAMING
FIRE RETARDANT TREATED
FACE OF STUD OR FAR SIDE
FOOTING
GAUGE OR GAGE
GALVANIZED
GLUED LAMINATED BEAM
GRADE
GYPSUM
HOLDOWN
HEADER
HANGER
HOOK
HORIZONTAL
HIGH STRENGTH BOLT
HOLLOW STRUCTURAL SECTION
HEIGHT
JH -
LL -
LLH -
LLV -
LONGIT -
LS -
LW -
MECH -
MFR -
MI -
× -
MTL -
(N) -
NIC -
NS -
NTS -
NW -
O/ -
OH -
OPNG -
OSB -
PC -
PERP -
PJP -
PL -
PLY -
PT -
PW -
REINF -
REQD -
RWD -
SC -
SCH -
SEOR -
SHTG -
SIM -
SJ -
SMS -
SOG -
SP -
SPCG -
SQ -
STD -
STFNR -
STGRD -
STL -
STRUCT -
SW -
T&B -
T&G -
THRD -
TN -
T.O. -
TOC -
TOF -
TOS -
TOW -
TRANS -
TWS -
TYP -
UNO -
VERT -
VIF -
WF -
WHS -
WP -
WS -
WWF -
XS -
XXS -
Ø -
JOIST HANGER
LIVE LOAD
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LONGITUDINAL
LAG SCREW
LIGHTWEIGHT
MECHANICAL
MANUFACTURER
MALLEABLE IRON
MARK
METAL
NEW
NOT IN CONTRACT
NEAR SIDE
NOT TO SCALE
NORMAL WEIGHT
OVER
OPPOSITE HAND
OPENING
ORIENTED STRAND BOARD
PIECE
PERPENDICULAR
PARTIAL JOINT PENETRATION
PLATE
PLYWOOD
PRESSURE TREATED
PUDDLE WELD
REINFORCING OR REINFORCEMENT
REQUIRED
REDWOOD
SLIP CRITICAL
SCHEDULE
STRUCTURAL ENGINEER OF RECORD
SHEATHING
SIMILAR
SLAB CONTROL JOINT
SHEET METAL SCREW
SLAB-ON-GRADE
STRUCTURAL PANEL
SPACING
SQUARE
STANDARD
STIFFENER
STAGGERED
STEEL
STRUCTURAL
SHEAR WALL
TOP & BOTTOM
TONGUE & GROOVE
THREADED
TOE NAIL
TOP OF
TOP OF CONCRETE (SLAB UNO)
TOP OF FOOTING OR TOP OF FRAMING
TOP OF STEEL
TOP OF WALL
TRANSVERSE
THREADED WELDED STUD
TYPICAL
UNLESS NOTED OTHERWISE
VERTICAL
VERIFY IN FIELD
WIDE FLANGE
WELDED HEADED STUD
WORK POINT
WOOD SCREW
WELDED WIRE FABRIC
EXTRA STRONG
DOUBLE EXTRA STRONG
ROUND OR DIAMETER
ABBREVIATIONS
100SN003
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
S
S TA TE O F CAL I FO R N I A
STRUCTURAL
R
ROFE P
ED
ER T IS
GE
SI N
ENGINEER
O AL
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
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S
L11
AL
E
RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S1.03
GENERAL NOTES
23604-01
APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE
GENERAL NOTES
1 PLAN CHECK
COMMENTS
11/01/2024
C REVISIONS 11/01/2024
STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING 110SN001
1. SPECIAL INSPECTIONS AND TESTING SHALL BE PROVIDED BY A TESTING AND INSPECTION
AGENCY, EMPLOYED BY THE OWNER (OR OWNER'S AUTHORIZED AGENT), AND APPROVED BY
THE BUILDING OFFICIAL TO PROVIDE SPECIAL INSPECTIONS AND TESTING FOR THE PARTICULAR TYPE OF CONSTRUCTION.
2. TABLES OF SPECIAL INSPECTIONS AND TESTING ARE DERIVED FROM THE STRUCTURAL PROVISIONS OF THE CBC AND REFERENCED STANDARDS AND ARE FOR REFERENCE ONLY.
THE INCLUDED TABLES ARE PROVIDED FOR THE CONVENIENCE OF THE OWNER, TESTING
AGENCY AND CONTRACTOR IN DEVELOPING THE SCOPE OF WORK FOR REQUIRED TESTING AND INSPECTION OF STRUCTURAL MATERIALS AND COMPONENTS. FINAL DEFINITION OF THIS
SCOPE OF WORK IS TO BE DETERMINED BY THE TESTING AGENCY AND THE OWNER (OR OWNER'S AUTHORIZED AGENT).
3. FREQUENCY OF SPECIAL INSPECTIONS AND TESTING SHALL BE, AT A MINIMUM, AS NOTED FOR THE INDIVIDUAL ELEMENTS WITHIN THE TABLES BELOW. THE CONTRACTOR SHALL
COORDINATE TIMING OF SPECIAL INSPECTIONS AND TESTING WITH THE SPECIAL INSPECTION AND TESTING AGENCY.
4. PRIOR TO THE START OF CONSTRUCTION, THE TESTING AND INSPECTION AGENCY SHALL
PROVIDE DOCUMENTATION TO THE BUILDING OFFICIAL DEMONSTRATING COMPETENCE AND
RELEVANT EXPERIENCE OR TRAINING OF THE SPECIAL INSPECTORS WHO WILL PERFORM THE
SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION, IN ACCORDANCE WITH CBC SECTION 1704.2.1.
5. THE TESTING AND INSPECTION AGENCY SHALL SUBMIT REPORTS OF SPECIAL INSPECTIONS
AND TESTS TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER OF RECORD AND THE CONTRACTOR, PER CBC SECTION 1704.2.4. THE REPORTS SHALL INDICATE WHETHER WORK INSPECTED OR TESTED CONFORMED TO THE APPROVED CONSTRUCTION DOCUMENTS. ANY
DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF DISCREPANCIES ARE NOT CORRECTED, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE STRUCTURAL ENGINEER OF RECORD.
6. SPECIAL INSPECTION AND TESTING RECORDS SHALL BE RETAINED BY THE CONTRACTOR ON SITE UNTIL COMPLETION OF CONSTRUCTION.
7. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT TO THE BUILDING OFFICIAL
ACKNOWLEDGING RESPONSIBILITY FOR CONSTRUCTION OF THE MAIN LATERAL-FORCE
RESISTING SYSTEM PRIOR TO COMMENCEMENT OF THAT WORK AS REQUIRED BY CBC SECTION 1704.4.
8. THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL SUBMIT TO THE BUILDING OFFICIAL, A FINAL REPORT DOCUMENTING SPECIAL INSPECTIONS AND TESTS PER CBC SECTION 1704.2.4, AND REPORTS AND CERTIFICATES PER CBC SECTION 1704.5.
9. ALL SOILS AND FOUNDATION EXCAVATION INSPECTIONS SHALL BE BY THE GEOTECHNICAL
ENGINEER OF RECORD, OR A GEOTECHNICAL FIRM HIRED BY THE OWNER PER CBC SECTION 1705.6.
10. SPECIAL INSPECTION IS REQUIRED FOR ALL SHOP FABRICATED MEMBERS OR ASSEMBLIES UNLESS WAIVED PER THE EXCEPTIONS IN CBC SECTION 1704.2.5.
11. DEFINITIONS:
a. CONTINUOUS - SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS CONTINUOUSLY PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED IS BEING PERFORMED. b. PERIODIC - SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. c. QUALITY ASSURANCE (QA) - MONITORING AND INSPECTION TASKS PERFORMED BY AN
AGENCY OR FIRM OTHER THAN THE FABRICATOR OR ERECTOR TO ENSURE THAT THE
MATERIAL PROVIDED AND WORK PERFORMED BY THE FABRICATOR AND ERECTOR MEET
THE REQUIREMENTS OF THE APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. QUALITY ASSURANCE INCLUDES THOSE TASKS DESIGNATED 'SPECIAL INSPECTION' BY THE APPLICABLE CODE.
d. QUALITY CONTROL (QC) - CONTROLS AND INSPECTIONS IMPLEMENTED BY THE
FABRICATOR OR ERECTOR, AS APPLICABLE, TO ENSURE THAT THE MATERIAL PROVIDED
AND WORK PERFORMED MEET THE REQUIREMENTS OF THE APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS.
e. OBSERVE (O) - OBSERVE THESE ITEMS ON A RANDOM BASIS (DAILY FOR LFRS).
OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. f. PERFORM (P) - PERFORM THOSE TASKS PRIOR TO FINAL ACCEPTANCE FOR EACH ITEM OR ELEMENT.
g. DOCUMENT (D) - THE INSPECTOR SHALL PREPARE REPORTS INDICATING THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE REPORT
NEED NOT PROVIDE DETAILED MEASUREMENTS FOR JOINT FIT-UP, WPS SETTINGS, COMPLETED WELDS, OR OTHER INDIVIDUAL ITEMS LISTED IN THE TABLES. FOR SHOP FABRICATION, THE REPORT SHALL INDICATE THE PIECE MARK OF THE PIECE INSPECTED.
FOR FIELD WORK, THE REPORT SHALL INDICATE THE REFERENCE GRID LINES AND FLOOR OR ELEVATION INSPECTED. WORK NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS
AND WHETHER THE NONCOMPLIANCE HAS BEEN SATISFACTORILY REPAIRED SHALL BE NOTED IN THE INSPECTION REPORT.
12. SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED DURING CONSTRUCTION ON THE WORK SHOWN IN THE CONSTRUCTION DOCUMENTS AS REQUIRED BY CBC CHAPTER 17, THE TABLES LISTED BELOW, AND THE JURISDICTION'S SPECIAL INSPECTION AND TESTING FORM.
IF DISCREPANCIES ARE NOTED, CONTACT THE SEOR. ALL EXCEPTIONS INCLUDED IN CBC CHAPTER 17 ARE PERMITTED TO BE USED.
• CONCRETE CONSTRUCTION
• MASONRY CONSTRUCTION - LEVEL 2 (POST-INSTALLED ANCHORS) • STEEL CONSTRUCTION - WELDING INSPECTION
• STEEL CONSTRUCTION - WELDING TESTING
• STEEL CONSTRUCTION - BOLTING
TYPE
CONCRETE CONSTRUCTION - REQUIRED SPECIAL INSPECTIONS AND TESTS CBC TABLE 1705.3
110SN301
CONTINUOUS PERIODIC REFERENCED STANDARD a
1. INSPECT REINFORCEMENT,
INCLUDING PRESTRESSING
TENDONS, AND VERIFY PLACEMENT.
ACI 318 CH. 20, 25.2, 25.3,
26.6.1-26.6.3
- X
2. REINFORCING BAR WELDING: AWS D1.4
ACI 318: 26.6.4
A. VERIFY WELDABILITY OF
REINFORCING BARS OTHER
THAN ASTM A706
B. INSPECT SINGLE-PASS FILLET
WELDS, MAXIMUM 5/16"
C. INSPECT ALL OTHER WELDS
- X
- X
X -
3. INSPECT ANCHORS CAST IN
CONCRETE.
ACI 318: 17.8.2
4. INSPECT ANCHORS POST-INSTALLED
IN HARDENED CONCRETE
MEMBERS. b
ACI 318: 17.8.2.4, 17.8.2
A. ADHESIVE ANCHORS INSTALLED
IN HORIZONTALLY OR UPWARDLY
INCLINED ORIENTATIONS TO
RESIST SUSTAINED TENSION
LOADS.
x -
B. MECHANICAL ANCHORS AND
ADHESIVE ANCHORS NOT
DEFINED IN 4.A.
- X
5. VERIFY USE OF REQUIRED DESIGN
MIX.
ACI 318: CH. 19, 26.4.3,
26.4.4 - X
6. PRIOR TO CONCRETE PLACEMENT,
FABRICATE SPECIMENS FOR
STRENGTH TESTS, PERFORM SLUMP
AND AIR CONTENT TESTS, AND
DETERMINE THE TEMPERATURE OF
THE CONCRETE.
ASTM C172
ASTM C31
ACI 318: 26.5, 26.12
X -
7. INSPECT CONCRETE AND
SHOTCRETE PLACEMENT FOR
PROPER APPLICATION TECHNIQUES.
ACI 318: 26.5
8. VERIFY MAINTENANCE OF SPECIFIED
CURING TEMPERATURE AND
TECHNIQUES.
- X ACI 318: 26.5.3-26.5.5
9. INSPECT PRESTRESSED CONCRETE
FOR:
ACI 318: 26.10
A. APPLICATION OF PRESTRESSING
FORCES
B. GROUTING OF BONDED
PRESTRESSING TENDONS.
10. INSPECT ERECTION OF PRECAST
CONCRETE MEMBERS.
- X ACI 318: CH. 26.9
13. VERIFY IN-SITU CONCRETE
STRENGTH, PRIOR TO STRESSING
OF TENDONS IN POST-TENSIONED
CONCRETE AND PRIOR TO REMOVAL
OF SHORES AND FORMS FROM
BEAMS AND STRUCTURAL SLABS.
- X ACI 318: 26.11.2
14. INSPECT FORMWORK FOR SHAPE,
LOCATION AND DIMENSIONS OF THE
CONCRETE MEMBER BEING FORMED.
- X ACI 318: 26.11.1.2(b)
A. WHERE APPLICABLE, SEE SECTION 1705.13.
B. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE
NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE
REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO COMMENCEMENT OF THE WORK.
- X
X -
X -
X -
11. FOR PRECAST CONCRETE
DIAPHRAGM CONNECTIONS OR
REINFORCEMENT AT JOINTS
CLASSIFIED AS MODERATE OR HIGH
DEFORMABILITY ELEMENTS (MDE OR
HDE) IN STRUCTURES ASSIGNED TO
SEISMIC DESIGN CATEGORY C, D, E
OR F, INSPECT SUCH CONNECTIONS
AND REINFORCEMENT IN THE FIELD
FOR:
ACI 318: 26.13.1.3
A. INSTALLATION OF THE
EMBEDDED PARTS.
B. COMPLETION OF THE CONTINUITY
OF REINFORCEMENT ACROSS
JOINTS.
X -
X -
X -
ACI 550.5
C. COMPLETION OF CONNECTIONS
IN THE FIELD.
12. INSPECT INSTALLATION
TOLERANCES OF PRECAST
CONCRETE DIAPHRAGM
CONNECTIONS FOR COMPLIANCE
WITH ACI 550.5.
- X ACI 318: 26.13.1.3
INSPECTION TASKS PRIOR TO WELDING
STEEL CONSTRUCTION - WELDING - REQUIRED SPECIAL INSPECTIONS AISC360 TABLE N5.4-1, N5.4-2, N5.4-3
110SN501
QC QA
WPS AVAILABLE P P
1 THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW- STRESS TYPE.
2 WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 IN. (75MM) OF THE WELD.
3 AFTER ROLLED HEAVY SHAPES (SEE SECTION A3.1C) AND BUILT-UP HEAVY SHAPES (SEE SECTION A3.1D) ARE WELDED, VISUALLY INSPECT THE WELD ACCESS HOLE FOR CRACKS.
MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES
AVAILABLE
P P
MATERIAL IDENTIFICATION (TYPE/GRADE) O O
WELDER IDENTIFICATION SYSTEM
1 O O
FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)
• JOINT PREPARATION
• DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) • CLEANLINESS (CONDITION OF STEEL SURFACES)
• TACKING (TACK WELD QUALITY AND LOCATION)
• BACKING TYPE AND FIT (IF APPLICABLE)
O O
CONFIGURATION AND FINISH OF ACCESS HOLES O O
FIT-UP OF FILLET WELDS
• DIMENSIONS (ALIGNMENT, GAPS AT ROOT)
• CLEANLINESS (CONDITION OF STEEL SURFACES)
• TACKING (TACK WELD QUALITY AND LOCATION)
O O
CHECK WELDING EQUIPMENT O -
INSPECTION TASKS DURING WELDING QC QA
CONTROL AND HANDLING OF WELDED CONSUMABLES
• PACKAGING
• EXPOSURE CONTROL
NO WELDING OVER CRACKED TACK WELDS
O O
O O
ENVIRONMENTAL CONDITIONS
• WIND SPEED WITHIN LIMITS
• PRECIPITATION AND TEMPERATURE
WPS FOLLOWED
• SETTINGS ON WELDING EQUIPMENT
• TRAVEL SPEED
• SELECTED WELDING MATERIALS
• SHIELDING GAS TYPE/FLOW RATE
• PREHEAT APPLIED
• INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.)
• PROPER POSITION (F, V, H, OH)
O O
O O
WELDING TECHNIQUES
• INTERPASS AND FINAL CLEANING
• EACH PASS WITHIN PROFILE LIMITATIONS
• EACH PASS MEETS QUALITY REQUIREMENTS
O O
INSPECTION TASKS AFTER WELDING QC QA
WELDS CLEANED O O
SIZE, LENGTH AND LOCATION OF WELDS P P
WELDS MEET VISUAL ACCEPTANCE CRITERIA
• CRACK PROHIBITION
• WELD/BASE-METAL FUSION
• CRATER CROSS SECTION
• WELD PROFILES
• WELD SIZE
• UNDERCUT
• POROSITY
P P
ARC STRIKES P P
K-AREA
2 P P
BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) P P
REPAIR ACTIVITIES P P
DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT
OR MEMBER
P P
WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS P O
FIT-UP OF CJP GROOVE WELDS OF HSS T-, Y- AND K- JOINTS WITHOUT
BACKING (INCLUDING JOINT GEOMETRY)
• JOINT PREPARATION
• DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) • CLEANLINESS (CONDITION OF STEEL SURFACES)
• TACKING (TACK WELD QUALITY AND LOCATION)
P O
PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P
NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL
OF THE EOR
O O
WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP
HEAVY SHAPES
3 P P
1. PROCEDURES
ULTRASONIC TESTING (UT), MAGNETIC PARTICLE TESTING (MT), PENETRANT TESTING (PT)
AND RADIOGRAPHIC TESTING (RT), WHERE REQUIRED, SHALL BE PERFORMED BY QA IN ACCORDANCE WITH AWS D1.1/D1.1M.
STEEL CONSTRUCTION - WELDING - REQUIRED TESTING
AISC 360 - SECTION N5.5 NONDESTRUCTIVE TESTING (NDT) OF WELDED JOINTS 110SN502
2. CJP GROVE WELD NDT
FOR STRUCTURES IN RISK CATEGORY III OR IV, UT SHALL BE PERFORMED BY QA ON ALL
CJP GROOVE WELDS SUBJECT TO TRANSVERSELY APPLIED TENSION LOADING IN BUTT, T- AND CORNER JOINTS, IN MATERIALS 5/16" THICK OR GREATER. FOR STRUCTURES IN RISK CATEGORY II, UT SHALL BE PERFORMED BY QA ON 10% OF CJP GROOVE WELDS IN
BUTT, T- AND CORNER JOINTS SUBJECT TO TRANSVERSELY APPLIED TENSION LOADING, IN MATERIALS 5/16" THICK OR GREATER.
4. ULTRASONIC TESTING REJECTION RATE
THE ULTRASONIC TESTING REJECTION RATE SHALL BE DETERMINED AS THE NUMBER OF WELDS CONTAINING DEFECTS DIVIDED BY THE NUMBER OF WELDS COMPLETED. WELDS
THAT CONTAIN ACCEPTABLE DISCONTINUITIES SHALL NOT BE CONSIDERED AS HAVING DEFECTS WHEN THE REJECTION RATE IS DETERMINED. FOR EVALUATING THE REJECTION RATE OF CONTINUOUS WELDS OVER 3 FEET IN LENGTH WHERE THE EFFECTIVE THROAT IS 1 INCH OR LESS, EA 12 INCH INCREMENT OR FRACTION THEREOF SHALL BE CONSIDERED AS ONE WELD. FOR EVALUATING THE REJECTION RATE ON CONTINUOUS WELDS OVER 3 FEET IN LENGTH WHERE THE EFFECTIVE THROAT IS GREATER THAN 1 INCH, EA 6 INCH OF LENGTH, OR FRACTION THEREOF, SHALL BE CONSIDERED ONE WELD.
5. REDUCTION OF ULTRASONIC TESTING RATE
FOR PROJECTS THAT CONTAIN 40 OR FEWER WELDS, THERE SHALL BE NO REDUCTION IN THE ULTRASONIC TESTING RATE. THE RATE OF UT IS PERMITTED TO BE REDUCED IF APPROVED BY THE EOR AND THE AHJ. WHERE THE INITIAL RATE OF UT IS 100%, THE NDT
RATE FOR AN INDIVIDUAL WELDER OR WELDING OPERATOR IS PERMITTED TO BE REDUCED TO 25%, PROVIDED THE REJECTION RATE, THE NUMBER OF WELDS CONTAINING
UNACCEPTABLE DEFECTS DIVIDED BY THE NUMBER OF WELDS COMPLETED, IS DEMONSTRATED TO BE 5% OR LESS OF THE WELDS TESTED FOR THE WELDER OR WELDING OPERATOR. A SAMPLING OF AT LEAST 40 COMPLETED WELDS SHALL BE MADE FOR SUCH REDUCED EVALUATION ON EA PROJECT.
6. INCREASE IN ULTRASONIC TESTING RATE
FOR STRUCTURES IN RISK CATEGORY II AND HIGHER, (WHERE THE INITIAL RATE FOR UT IS 10%) THE NDT RATE FOR AN INDIVIDUAL WELDER OR WELDING OPERATOR SHALL BE INCREASED TO 100% SHOULD THE REJECTION RATE (THE NUMBER OF WELDS CONTAINING UNACCEPTABLE DEFECTS DIVIDED BY THE NUMBER OF WELDS COMPLETED) EXCEEDS 5% OF THE WELDS TESTED FOR THE WELDER OR WELDING OPERATOR. SEE AISC 360, SECTION N5.5F FOR ADDITIONAL INFORMATION.
7. DOCUMENTATION
ALL NDT PERFORMED SHALL BE DOCUMENTED. FOR SHOP FABRICATION, THE NDT REPORT SHALL IDENTIFY THE TESTED WELD BY PIECE MARK AND LOCATION IN THE PIECE. FOR FIELD
WORK, THE NDT REPORT SHALL IDENTIFY THE TESTED WELD BY LOCATION IN THE STRUCTURE, PIECE MARK, AND LOCATION IN THE PIECE. WHEN A WELD IS REJECTED ON
THE BASIS OF NDT, THE NDT RECORD SHALL INDICATE THE LOCATION OF THE DEFECT AND THE BASIS OF REJECTION.
3. WELDED JOINTS SUBJECTED TO FATIGUE
WHEN REQUIRED BY APPENDIX 3, TABLE A-3.1, WELDED JOINTS REQUIRING WELD
SOUNDNESS TO BE ESTABLISHED BY RADIOGRAPHIC OR ULTRASONIC INSPECTION SHALL BE TESTED BY QA AS PRESCRIBED. REDUCTION IN THE RATE OF UT IS PROHIBITED.
INSPECTION TASKS PRIOR TO BOLTING
STEEL CONSTRUCTION - BOLTING - REQUIRED SPECIAL INSPECTIONS AISC360 TABLE N5.6-1, N5.6-2, N5.6-3
110SN503
QC QA
O P
FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O O
CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE,
TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM THE
SHEAR PLANE)
O O
CORRECT BOLTING PROCEDURE SELECTED FOR JOINT DETAIL O O
INSPECTION TASKS DURING BOLTING QC QA
MANUFACTURER CERTIFICATIONS AVAILABLE FOR FASTENER
MATERIALS
CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING
SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET
APPLICABLE REQUIREMENTS
O O
PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION
PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER
ASSEMBLIES AND METHODS USED
P O
PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND
OTHER FASTENER COMPONENTS
O O
JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE
PRETENSIONING OPERATION
O O
FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED
FROM ROTATING
O O
FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC
SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST
RIGID POINT TOWARD THE FREE EDGES
O O
FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS AND
NUTS ARE POSITIONED AS REQUIRED
O O
INSPECTION TASKS AFTER BOLTING QC QA
DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P
STEEL CONSTRUCTION - WELDING - REQUIRED SPECIAL INSPECTIONS CBC SECTION 1705.2.5
110SN509
INSPECTION OF ALL SHOP AND FIELD WELDING OPERATIONS SHALL BE MADE BY A QUALIFIED WELDING INSPECTOR APPROVED BY THE ENFORCEMENT AGENCY. THE MINIMUM
REQUIREMENTS FOR A QUALIFIED WELDING INSPECTOR SHALL BE AS THOSE FOR AN AWS CERTIFIED WELDING INSPECTOR (CWI), AS DEFINED IN THE PROVISIONS OF THE AWS QC1.
THE WELDING INSPECTOR SHALL MAKE A SYSTEMATIC DAILY RECORD OF ALL WELDS. IN ADDITION TO OTHER REQUIRED RECORDS, THIS RECORD SHALL INCLUDE:
1. IDENTIFICATION MARKS OF WELDERS
2. LIST OF DEFECTIVE WELDS
3. MANNER OF CORRECTION OF DEFECTS
THE WELDING INSPECTOR SHALL CHECK THE MATERIAL, DETAILS OF CONSTRUCTION AND PROCEDURE, AS WELL AS WORKMANSHIP OF THE WELDS. THE INSPECTOR SHALL VERIFY THAT
THE INSTALLATION OF END-WELDED STUD SHEAR CONNECTORS IS IN ACCORDANCE WITH THE REQUIREMENTS OF AWS D1.1 AND THE APPROVED PLANS AND SPECIFICATIONS. THE APPROVED
AGENCY SHALL FURNISH THE ARCHITECT, STRUCTURAL ENGINEER, AND THE ENFORCEMENT
AGENCY WITH A VERIFIED REPORT THAT THE WELDING HAS BEEN DONE IN CONFORMANCE WITH AWS D1.1, D1.3, D1.8, AND THE APPROVED CONSTRUCTION DOCUMENTS.
INSPECTION TASK
MASONRY CONSTRUCTION - POST-INSTALLED ANCHORS - LEVEL 2 REQUIRED SPECIAL
INSPECTIONS AND TESTS
TMS 602 TABLE 3 AND 4
110SN404
CONTINUOUS PERIODIC
FREQUENCY
REFERENCE FOR CRITERIA
1. VERIFY COMPLIANCE OF THE
FOLLOWING DURING
CONSTRUCTION:
A. TYPE, SIZE, AND LOCATION OF
POST-INSTALLED ANCHORS,
INCLUDING OTHER DETAILS OF
ANCHORAGE OF MASONRY TO
STRUCTURAL MEMBERS,
FRAMES, OR OTHER
CONSTRUCTION
- X ICC/IAPMO REPORT
600 Q STREET, SUITE 200
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7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S1.04
STRUCTURAL
SPECIAL
INSPECTIONS AND
TESTING
23604-01
APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE
STRUCTURAL SPECIAL INSPECTIONS AND TESTING
1 PLAN CHECK
COMMENTS
11/01/2024
C REVISIONS 11/01/2024
3 3
4 4
5 5
A A
B B
C C
D D
E E
(E) PIPE COL TO BE
REMOVED, SHORE
(E) WF BEAMS ABOVE
(E) BRG WALL TO BE
REMOVED, SHORE
(E) ROOF FRMG ABOVE;
SHORING TO BEAR ON
(E) CONC SLAB BLWN
(E) WOOD BEARING SHEAR
WALL TO BE REMOVED,
SHORE WALL WHERE
(N) OPENINGS OCCUR
(E) BRG WALL TO BE
REMOVED, SHORE (E)
ROOF FRMG ABV:
SHORING TO BEAR ON
(E) CONC SLAB BLW
(E) CMU WALLS TO BE
REMOVED, SHORE (E)
ROOF FRMG AS REQD
C
3 3
4 4
5 5
A A
B B
C C
D D
E E
(E) PIPE COL TO BE
REMOVED, SHORE
(E) WF BEAMS ABOVE
(E) BRG WALL TO BE
REMOVED, SHORE
(E) ROOF FRMG ABOVE
(E) PIPE COL TO BE
REMOVED, SHORE
(E) WF BEAM ABOVE
C
(E) CMU WALLS TO BE
REMOVED, SHORE (E)
ROOF FRMG AS REQD
600 Q STREET, SUITE 200
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7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S2.01
DEMOLITION
PLANS
23604-01
PARTIAL PLAN
S2.01
1/8" = 1'-0" 1
FLOOR FRAMING DEMOLITION PLAN FLOOR FRAMING DEMO
PARTIAL PLAN
S2.01
1/8" = 1'-0"
2 ROOF FRAMING DEMOLITION PLAN
1 PLAN CHECK
COMMENTS
11/01/2024
C REVISIONS 11/01/2024
1 2 1
3 3
4 5
A A
B
C
D D
E
F F
A
S3.01
B
S3.01
A
S3.02
B
S3.02
C
S3.02
D
S3.02
A
S3.03
B
S3.03
A
S3.04
B
S3.04
A
S3.05
S4.01
1 S4.01
2 (E) 2" CONC SLAB
(E) 6x6
TYP
(E) 2" CONC SLAB
(E) 4" SLAB ON
GRADE
(E) 1'-6"x1'-6"x1'-0"
CONC FTG,
TYP UNO
(E) 1'-6"x4'-0"x1'-0"
CONC FTG
3'-0"x4'-0"x1'-6"
CONC FTG w/
(4) #5 LONG &
(6) #5 SHORT
BOTT BARS
HSS4x4x3/8HSS4x4x3/8
46'-6"± 16'-0"± 28'-0"± 20'-0"± 26'-0"±
136'-6"±
25'-0"± 91'-0"±
45'-0"± 52'-0"± 39'-0"±
136'-0"±
(E) 1'-6"x1'-6"x1'-0"
CONC FTG,
TYP UNO
(E) 6x6
TYP
TYP
(E) 6x6
(E) 2'-6"x2'-6"x1'-0"
16'-0"
CONC FTG
16'-0"
REPAIR CRACKS IN BASEMENT
CONC WALL, SEE EPOXY
INJECTION CONCRETE CRACK
REPAIR NOTES ON .
FOR BIDDING ASSUME 20 LF
OF CRACK REPAIR.
S1.03
(E) 8x8
(E) 8x8
(E) 8x8
(E) 8x8
(E) 8x8
(E) 8x8(E) 8x8(E) 8x8(E) 8x8(E) 8x8
(E) W8x31(E) W8x31
(E) W8x31(E) W8x31
(E) 2'x6"SQx1'-0"
FTG AT WF COLS
HSS4x4x3/8
3 S5.01
3 S5.01
SIM
SEE FDN NOTE 8
SEE FDN NOTE 8 SEE FDN NOTE 8
SEE FDN NOTE 8
3'-0"x4'-0"x1'-6"
CONC FTG w/
(4) #5 LONG &
(6) #5 BOTT BARS
1 1
1 C
HSS6x6x1/2
FOUNDATION LEGEND
X'-XX" TOC
(2)6
1. NOTES AND DETAILS ON SHEETS LABELED AS "GENERAL" OR "TYPICAL" ARE APPLICABLE TO ALL DRAWINGS, UNO.
2. VERIFY ALL BUILDING DIMENSIONS AND ELEVATIONS w/ ARCH DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF THERE ARE ANY CONFLICTS w/ DIMENSIONS SHOWN.
3. DIMENSIONS SHOWN ARE TO THE CL OF COLUMN, FACE OF STUD OR FACE OF BLOCK UNO.
4. CONTRACTOR TO COORDINATE EXACT DIMENSIONS AND LOCATIONS OF THICKENED SLABS, HOUSEKEEPING PADS, ETC. WITH ALL OTHER DISCIPLINE'S DRAWINGS AS WELL AS WITH THE EQUIPMENT PROVIDED, PRIOR TO COMMENCING WORK.
5. SEE ARCH & CIVIL DRAWINGS FOR ALL EXTERIOR CURBS, FLATWORK, PLANTERS, RAMPS, ETC.
6. PROVIDE 3" MIN. CONCRETE COVER AT STRUCTURAL STEEL AND ANCHOR BOLTS BELOW GRADE, TYP.
7. IF EXISTING ELEMENTS NOT INDICATED FOR REPLACEMENT OR MODIFICATION ARE
DISCOVERED TO BE DAMAGED OR ARE DIFFERENT THAN INDICATED, NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER. SUCH DAMAGE OR DIFFERENCE SHALL
INCLUDE, BUT NOT BE LIMITED TO, DRY-ROT, FIRE DAMAGE, WATER DAMAGE, INSECT
DAMAGE, POOR WORKMANSHIP, BUCKLING, EXCESSIVE DEFLECTION,
SAGGING,TWISTING, WARPING, AND DIFFERENT SIZE, ORIENTATION, GRADE, QUALITY OR MATERIAL.
8. LOCATE NEW COLUMN FOOTINGS CENTERED UNDER NEW HSS COLUMNS.
DIMENSIONS TO NEW COLUMNS SHALL BE VERIFIED IN FIELD BY CONTRACTOR TO ALIGN WITH ROOF BEAMS AS SHOWN ON SHEET .
2 MK
X'-X"
FOUNDATION PLAN NOTES
TOP OF CONCRETE SLAB ELEVATION RELATIVE TO REFERENCED TOP OF CONCRETE 0'-0".
HSS COLUMN & SIZE. FOR BASE PLATE, SEE TYP UNO.
SHEAR WALL TYPE, EXTENT, AND ANCHOR BOLT LAYOUT, SEE FOR SCHEDULE, UNO. EXTENT INDICATES MINIMUM REQUIRED SHEAR WALL LENGTH.
SIMPSON HOLDOWN LOCATION. REFERENCE NUMBER INDICATES HDU HOLDOWN TYPE. SEE AND .
MECHANICAL UNIT. THE CONTRACTOR SHALL COORDINATE ALL
MECHANICAL EQUIPMENT FOR SIZE & LOCATION WITH OTHER TRADES & THE STRUCTURAL DRAWINGS. UNIT SIZES & LOCATIONS SHOWN ARE
APPROXIMATE.
B/S5.31 1/S5.32
8/S5.23
A/S5.31
S2.04
1 600 Q STREET, SUITE 200
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S2.02
FOUNDATION PLAN
23604-01
FOUNDATION PLAN- 1/8" = 1'-0"
1 PLAN CHECK
COMMENTS
11/01/2024
C REVISIONS 11/01/2024
1 2 1
3 3
4 4
5 5
A A
B B
C C
D D
E E
F F
A
S3.01
B
S3.01
A
S3.02
B
S3.02
C
S3.02
D
S3.02
A
S3.03
B
S3.03
A
S3.04
B
S3.04
A
S3.05
S4.01
1 S4.01
2 (E) 6x12
(E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12
(E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12
(E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12
(E) 6x12
(E) 6x12
(E) 6x12
(E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12(E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12
(E) 6x12
(E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12(E) 6x12(E) 6x12(E) 6x12(E) 6x12(E) 6x12(E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12
(E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12
(E) 6x12
(E) 6x12 (E) 6x12 (E) 6x12
(E) 6x12
(E) 6x12
(E) 6x12
(E) 6x12
(E) 6x12(E) 6x12(E) 6x12(E) 6x12
6x14 6x14 6x14
(E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12
(E) 6x12 (E) 6x12
(E) 2x12 @ 16"CC TYP
(E) 2x12 @ 16"CC TYP
(E) 2x12
@ 16"C
C
TY
P
(E) 2x12 @ 16"CC TYP
(E) 2x12 @ 16"CC TYP
(E) 6x12
(E) 4" SLAB
(E) 3/4" T&G
PLYWOOD SUB
FLOOR, TYP
LATERAL TIES FROM PERP
(E) 2x JOISTS TO THE CONC
STEM WALL, TYP
PER
LATERAL TIES FROM PERP
(E) 6x FLOOR BMS TO CONC
STEM WALL, TYP PER
SIMPSON LSTA21
STRAP BTWN (E) 2x
JOISTS ACROSS (E)
6x BMS, TYP
LATERAL TIES FROM PERP
(E) 2x JOISTS TO CONC
STEM WALL, TYP
PER
LATERAL TIES FROM
PERP (E) 6x FLOOR BMS
TO CONC STEM WALL,
TYP PER
SIMPSON ST2122 STRAP
BTWN (E) 6x BMS, TYP
LATERAL TIES FROM
PERP (E) 6x FLOOR BMS
TO CONC STEM WALL,
TYP PER
A
S3.02
2 18'-0"
2 10'-9"
2 4'-6"
2 24'-11"
2 11'-9"
3 S5.23
2 S5.23 TYP
TYP
HSS8x3x1/4
HSS8x3x1/4
(E) OPNG (E) STAIR
OPNG
B
S3.04
B
S3.04
(N) RECESSED SLAB,
SEE ARCH DWGS
FOR DIMS
5 S5.01
HSS5x5x3/8
HSS5x5x3/8
(E) Pipe5STD
(E) 6x6
2 2
2 2
2 2 2 2 2
3 S5.23
2 S5.23
3 S5.23
2 8'-0"
2 2
S5.23
2 S5.23
REMOVE AND REPLACE
FLOOR PLYWOOD AS
NEEDED AT (N) COLS
ST2122 STRAP BTWN
(E) 6x12 BEAMS, TYP ST2122 STRAP BTWN
(E) 6x12 BEAMS, TYP
ST2122 STRAP BTWN
(E) 6x12 BEAMS, TYP
3 S5.01
3 S5.01
SIM
MTL STUD PARTITION
WALLS TYP, SEE ARCH
MTL STUD PARTITION
WALLS TYP, SEE ARCH
C
HSS8x3x1/4
1 C
C
C
C C C C
BOOK DROP OPNGS w/
FRP STRENGTHENING,
SEE 7
S5.01
C
FRAMING LEGEND
1. NOTES AND DETAILS ON SHEETS LABELED AS "GENERAL" OR "TYPICAL" ARE APPLICABLE TO ALL DRAWINGS, UNO.
2. VERIFY ALL BUILDING DIMENSIONS AND ELEVATIONS w/ ARCH DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF THERE ARE ANY CONFLICTS w/ DIMENSIONS SHOWN.
3. DIMENSIONS SHOWN ARE TO CL OF COLUMN, FACE OF STUD OR FACE OF BLOCK.
4. ALL STRUCTURAL WOOD STUD WALLS ARE TO BE 2x6 @ 16"CC UNO ON THE PLANS, SECTIONS, OR SCHEDULES. COORDINATE STUD SIZE WITH ARCH DWGS.
5. MOISTURE CONTENT OF ALL TOP AND BOTTOM PLATES SHALL BE AS NOTED IN THE "WOOD NOTES" ON SHEET . NAILS TO BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL.
6. ALL EXTERIOR WALLS AND EXTERIOR SOFFITS SHALL BE SHEATHED WITH 1/2" APA RATED SHTG, CD GRADE WITH EXTERIOR GLUE. NAIL w/ 10d @ 6"CC EDGE, 12"CC FIELD, UNO ON SHEAR WALL SCHEDULE .
7. PROVIDE JOIST HANGERS WHERE SPECIFIED ON PLANS, SECTIONS, OR WHERE JOIST IS NOT IN DIRECT BEARING.
8. SPLICES AT CMST STRAPS SHALL BE LAPPED A MINIMUM OF 16" w/ NAILS DRIVEN THRU BOTH.
9. INSTALL STRAPS OVER SHTG UNO. STRAP NAILS MAY REPLACE TYP DIAPHRAGM NAILING.
10. SEE ARCH DRAWINGS FOR FLOOR TOPPING MATERIAL AND THICKNESS. MAX WEIGHT OF TOPPING SHALL NOT EXCEED 10 PSF.
11. SEE ARCH DWGS FOR INFORMATION REGARDING VENT OPENINGS AT BLOCKING AND SHEATHING.
12. WHERE EXTENT OF SHEAR WALL DOES NOT COINCIDE WITH EXTENT OF WALL FACE, PROVIDE GYPSUM BOARD FURRING TO PLANE OUT FINISHES. COORDINATE SIDE OF WALL TO BE SHEATHED WITH ARCH DRAWINGS, UNO.
13. WHERE FRAMING HARDWARE IS REQUIRED TO BE IN THE SAME PLANE AS THE WALL FINISHES, HARDWARE SHALL BE "LET-IN" TO FINISHES FOR A FLAT, SMOOTH APPEARANCE. TYPICAL ALL FLOORS.
14. WHERE WOOD STUD WALLS ABUT MASONRY WALLS, PROVIDE 5/8"Ø ANCHOR BOLTS w/ 5" EMBED @ 24"CC & 6" FROM T&B @ STUD END.
15. SEE ARCH FOR LOCATION OF CRICKETS REQUIRED FOR DRAINAGE. ROOF SHEATHING BELOW SHALL BE CONTINUOUS.
16. GENERAL CONTRACTOR TO COORDINATE ALL FLOOR AND ROOF OPENINGS WITH ARCH, MECH, ELECTRICAL AND PLUMBING DRAWINGS.
HDR
DBL
MK
X'-X"
2 (2)6
FRAMING PLAN NOTES
OPENING. LOCATE OPENING PER AMEP DRAWINGS. FOR SUPPORT
SEE .
HSS COLUMN. SIZE INDICATED AT BASE LEVEL OF COLUMN ONLY. (E) PIPE COLUMN.
(E) CONCRETE WALL. SEE FOUNDATION PLAN FOR ADDL INFO.
(E) REINFORCED MASONRY WALL. SEE FOUNDATION PLAN FOR ADDL INFO.
WALL BELOW, SEE FOUNDATION OR FRAMING LEVEL BELOW FOR WALL TYPE.
SHEAR WALL ABOVE; TYPE AND EXTENT, SEE FOR SCHEDULE, UNO.
EXTENT INDICATES MINIMUM REQUIRED SHEAR WALL LENGTH.
DOUBLE JOIST. TYPE AND SIZE TO MATCH ADJACENT JOISTS. CONNECT PER NAILING SCHEDULE.
HEADER BELOW. SEE UNO ON PLAN.
SIMPSON STRAP PER PLAN.
(E) WOOD POST, 6x6 OR (4) 2x6 STUDS @ 6" NOMINAL WALLS, 4x4 OR (3) 2x4 STUDS @ 4" NOMINAL WALLS, TYP UNO.
SIMPSON HOLDOWN LOCATION. REFERENCE NUMBER INDICATES HDU HOLDOWN TYPE. SEE .
(E) STRUCTURAL WOOD STUD WALL ABOVE
A/S5.31
4/S5.21
B/S5.31
6/S5.21
A/S5.31
S1.02
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
S
S TA TE O F CAL I FO R N I A
STRUCTURAL
R
ROFE P
ED
ER T IS
GE
SI N
ENGINEER
O AL
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S2.03
FLOOR FRAMING
PLAN
23604-01
FLOOR FRAMING PLAN- 1/8" = 1'-0"
1 PLAN CHECK
COMMENTS
11/01/2024
C REVISIONS 11/01/2024
1 2 1
3 3
4 5
5 A A
B B
C C
D D
E E
F F
A
S3.01
B
S3.01
A
S3.02
B
S3.02
C
S3.02
D
S3.02
A
S3.03
B
S3.03
A
S3.04
B
S3.04
A
S3.05
W8x31
S4.01
1 S4.01
2 (E) W8x31
(E) 2x10 @ 24"CC, TYP
(E) 2x10 @ 24"CC, TYP
(E) W8x31
(E) W8x31
WALL ANCHORS @
8'-0"CC TO (E) MASONRY
WALL PER
WALL ANCHORS @ 8'-0"CC TO
(E) MASONRY WALL PER
1 S5.23
(E) JOIST TO
(N) WF BM
CONN, TYP
1 S5.23
(E) JOIST TO
(N) WF BM
CONN, TYP
WALL ANCHORS @ 8'-0"CC TO
(E) MASONRY WALL PER
WALL ANCHORS @ 8'-0"CC AT
(E) MASONRY WALL, TYP
PER
W8x31
W8x21 HDR
A
S3.02
INDICATES (N)
DIAGONAL KICKERS
B
S3.04
(E) 2x10 @ 24"CC
(E) (2) 2x10 (E) (2) 2x10
W8x31
(E) W8x17
(E) 7 x 25 7/8" GLB
(E) 5 1/4 x 21" GLB
(E) 5 1/4 x 21" GLB
(E) 5 1/4 x 21" GLB(E) 5 1/4 x 21" GLB
(E) 7 x 25 7/8" GLB
(E) 5 1/4 x 21" GLB
(E) 5 1/4 x 21" GLB
SLOPE
(E) 5 1/4 x 21" GLB
(E) 5 1/4 x 21" GLB (E) 5 1/4 x 21" GLB
(E) 5 1/4 x 21" GLB
SLOPE SLOPE
(E) 5 1/4 x 21" GLB
(E) 5 1/4 x 21" GLB
(E) 7 x 25 7/8" GLB
(E) 5 1/4 x 21" GLB(E) 5 1/4 x 21" GLB
(E) 7 x 25 7/8" GLB (E) 5 1/4 x 21" GLB
(E) 5 1/4 x 21" GLB
(E) 2x10 @ 24"CC TYP
4 S5.23
(E) WF BM
TO HSS COL
4 SIM S5.23
4 S5.23
WF BM TO (E)
HSS COL
1 S5.23
WALL ANCHORS @ 8'-0"CC
AT (E) MASONRY WALL,
TYP PER 2
S5.24
2 S5.24
2 S5.24
WALL ANCHORS @ 8'-0"CC
TO (E) MASONRY WALL
PER 2
S5.24
WALL ANCHORS @ 8'-0"CC
TO (E) MASONRY WALL
PER
2 S5.24
2 S5.24
2 S5.24
(E) W8x31
MST48 MST48
MST48 MST48 MST48 MST48
MST48 MST48 MST48 MST48
MST48 MST48 MST48 MST48 SLOPE
4x6 FLAT
MST60 @ LOW ROOF,
SIM
7 S5.24
MST60 @ LOW
ROOF, SIM
7 S5.24
4 S5.24
TYP AT STRAP
ACROSS COL
3 S5.24
4 S5.24
TYP AT STRAP
ACROSS COL
4 S5.24
TYP AT STRAP
ACROSS COL
MST60 @ LOW
ROOF, SIM
7 S5.24
4 S5.24
TYP AT STRAP
ACROSS COL
7 S5.23
TYP @
KICKERS
C
7 S5.23
TYP @
KICKERS
C
C
FRAMING LEGEND
1. NOTES AND DETAILS ON SHEETS LABELED AS "GENERAL" OR "TYPICAL" ARE APPLICABLE TO ALL DRAWINGS, UNO.
2. VERIFY ALL BUILDING DIMENSIONS AND ELEVATIONS w/ ARCH DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF THERE ARE ANY CONFLICTS w/ DIMENSIONS SHOWN.
3. DIMENSIONS SHOWN ARE TO CL OF COLUMN, FACE OF STUD OR FACE OF BLOCK.
4. ALL STRUCTURAL WOOD STUD WALLS ARE TO BE 2x6 @ 16"CC UNO ON THE PLANS, SECTIONS, OR SCHEDULES. COORDINATE STUD SIZE WITH ARCH DWGS.
5. MOISTURE CONTENT OF ALL TOP AND BOTTOM PLATES SHALL BE AS NOTED IN THE "WOOD NOTES" ON SHEET . NAILS TO BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL.
6. ALL EXTERIOR WALLS AND EXTERIOR SOFFITS SHALL BE SHEATHED WITH 1/2" APA RATED SHTG, CD GRADE WITH EXTERIOR GLUE. NAIL w/ 10d @ 6"CC EDGE, 12"CC FIELD, UNO ON SHEAR WALL SCHEDULE .
7. PROVIDE JOIST HANGERS WHERE SPECIFIED ON PLANS, SECTIONS, OR WHERE JOIST IS NOT IN DIRECT BEARING.
8. SPLICES AT CMST STRAPS SHALL BE LAPPED A MINIMUM OF 16" w/ NAILS DRIVEN THRU BOTH.
9. INSTALL STRAPS OVER SHTG UNO. STRAP NAILS MAY REPLACE TYP DIAPHRAGM NAILING.
10. SEE ARCH DRAWINGS FOR FLOOR TOPPING MATERIAL AND THICKNESS. MAX WEIGHT OF TOPPING SHALL NOT EXCEED 10 PSF.
11. SEE ARCH DWGS FOR INFORMATION REGARDING VENT OPENINGS AT BLOCKING AND SHEATHING.
12. WHERE EXTENT OF SHEAR WALL DOES NOT COINCIDE WITH EXTENT OF WALL FACE, PROVIDE GYPSUM BOARD FURRING TO PLANE OUT FINISHES. COORDINATE SIDE OF WALL TO BE SHEATHED WITH ARCH DRAWINGS, UNO.
13. WHERE FRAMING HARDWARE IS REQUIRED TO BE IN THE SAME PLANE AS THE WALL FINISHES, HARDWARE SHALL BE "LET-IN" TO FINISHES FOR A FLAT, SMOOTH APPEARANCE. TYPICAL ALL FLOORS.
14. WHERE WOOD STUD WALLS ABUT MASONRY WALLS, PROVIDE 5/8"Ø ANCHOR BOLTS w/ 5" EMBED @ 24"CC & 6" FROM T&B @ STUD END.
15. SEE ARCH FOR LOCATION OF CRICKETS REQUIRED FOR DRAINAGE. ROOF SHEATHING BELOW SHALL BE CONTINUOUS.
16. GENERAL CONTRACTOR TO COORDINATE ALL FLOOR AND ROOF OPENINGS WITH ARCH, MECH, ELECTRICAL AND PLUMBING DRAWINGS.
HDR
DBL
MK
X'-X"
2 (2)6
FRAMING PLAN NOTES
OPENING. LOCATE OPENING PER AMEP DRAWINGS. FOR SUPPORT
SEE .
HSS COLUMN. SIZE INDICATED AT BASE LEVEL OF COLUMN ONLY. (E) PIPE COLUMN.
(E) CONCRETE WALL. SEE FOUNDATION PLAN FOR ADDL INFO.
(E) REINFORCED MASONRY WALL. SEE FOUNDATION PLAN FOR ADDL INFO.
WALL BELOW, SEE FOUNDATION OR FRAMING LEVEL BELOW FOR WALL TYPE.
SHEAR WALL ABOVE; TYPE AND EXTENT, SEE FOR SCHEDULE, UNO.
EXTENT INDICATES MINIMUM REQUIRED SHEAR WALL LENGTH.
DOUBLE JOIST. TYPE AND SIZE TO MATCH ADJACENT JOISTS. CONNECT PER NAILING SCHEDULE.
HEADER BELOW. SEE UNO ON PLAN.
SIMPSON STRAP PER PLAN.
(E) WOOD POST, 6x6 OR (4) 2x6 STUDS @ 6" NOMINAL WALLS, 4x4 OR (3) 2x4 STUDS @ 4" NOMINAL WALLS, TYP UNO.
SIMPSON HOLDOWN LOCATION. REFERENCE NUMBER INDICATES HDU HOLDOWN TYPE. SEE .
(E) STRUCTURAL WOOD STUD WALL ABOVE
A/S5.31
4/S5.21
B/S5.31
6/S5.21
A/S5.31
S1.02
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
S
S TA TE O F CAL I FO R N I A
STRUCTURAL
R
ROFE P
ED
ER T IS
GE
SI N
ENGINEER
O AL
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S2.04
ROOF FRAMING
PLAN
23604-01
ROOF FRAMING PLAN- 1/8" = 1'-0"
1 PLAN CHECK
COMMENTS
11/01/2024
C REVISIONS 11/01/2024
D
0'-0"
T.O. FINISH FLOOR
(E) SLAB PER PLAN
(E) SITEWORK
(E) OPNG
(E) CONT
FTG (E) 8" CONC WALL
(E) 5/8"Ø x 8"
BOLTS @ 48"CC
(E) JOIST PER PLAN
(E) SHTG
PER PLAN
(E) HGR
(E) 3x12 LEDGER
(E) 6x6 POST BYND
(E) 2x6 BLKG
(E) 4x12 HDR
(E) 4x12 HDR
(E) JOISTS
PER PLAN
(E) ROOF SHTG
PER PLAN
(E) 2x SHAPED BLKG
(E) ROOF SHTG
PER PLAN
(E) JOISTS
PER PLAN
WALL TIES PER PLAN
AND 3
S5.23
C
ADDL WALL STUDS
WHERE REQD, SEE
1 S5.31
SHEAR PLY PER PLAN AND ELEV,
SEE AND A
S5.31
1 S5.31
STRAPS PER PLAN C
-4'-0"
TOC
F
0'-0"
T.O. FINISH FLOOR
(E) ROOF SHTG
PER PLAN
(E) MASONRY WALL
PER PLAN
(E) SHTG
PER PLAN
(E) HGR
(E) 3x12 LEDGER
(E) SLAB PER PLAN
(E) 8" CONC WALL
(E) 2x10 BLKG
(E) 2x8 PL
WALL TIES PER PLAN
AND
3 S5.23
C
WALL TIES PER PLAN
AND
2 S5.24
C
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
S
S TA TE O F CAL I FO R N I A
STRUCTURAL
R
ROFE P
ED
ER T IS
GE
SI N
ENGINEER
O AL
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S3.01
SECTIONS
23604-01
SECTION
S3.01
A 1/2" = 1'-0"
Section 1
SECTION
S3.01
B 1/2" = 1'-0"
Section 3
1 PLAN CHECK
COMMENTS
11/01/2024
C REVISIONS 11/01/2024
-4'-0"
TOC
1 0'-0"
T.O. FINISH FLOOR
(E) ROOF SHTG
PER PLAN
(E) MASONRY WALL
PER PLAN
(E) 2x12 LEDGER BTWN
(E) 6x12 BMS
(E) 5/8"Ø x 8" BOLTS
@ 48"CC
(E) SHTG PER PLAN
(E) SLAB PER PLAN
(E) JOISTS PER PLAN,
TYP
(E) 8" CONC WALL
WALL TIES PER PLAN
AND 2
S5.24
C
WALL TIES PER PLAN
AND 2
S5.23
(E) BM
PER PLAN
C
-4'-0"
TOC
1 0'-0"
T.O. FINISH FLOOR
(E) 8" CONC WALL
(E) SLAB
PER PLAN
(E) JOIST
PER PLAN
(E) SHTG
PER PLAN
(E) MASONRY WALL
PER PLAN
(E) JOIST
PER PLAN
(E) ROOF SHTG
PER PLAN
(E)2x6 BLKG
(E) 4x12 HDR
(E) ROOF SHTG
PER PLAN
(E) 2x SHAPED BLKG
(E) JOISTS
PER PLAN
WALL TIES PER PLAN
AND
2 S5.24
C
WALL TIES PER PLAN
AND 3
S5.23
C
-4'-0"
TOC
1 0'-0"
T.O. FINISH FLOOR
(E) JOIST
PER PLAN
(E) ROOF SHTG
PER PLAN
(E)2x6 BLKG
(E) 4x12 HDR
(E) ROOF SHTG
PER PLAN
(E) 2x SHAPED BLKG
(E) JOISTS
PER PLAN
(E) 8" CONC WALL
(E) SLAB
PER PLAN
(E) JOIST
PER PLAN
(E) SHTG
PER PLAN
(E) 6x6 POST BYND
(E) OPNG
WALL TIES PER PLAN
AND
3 S5.23
STRAP PER PLAN
AND 4
S5.24
C
C
-4'-0"
TOC
1 0'-0"
T.O. FINISH FLOOR
(E) ROOF SHTG
PER PLAN
(E) MASONRY WALL
PER PLAN
(E) 3x6 LEDGER
(E) 5/8"Ø x 8" BOLTS
@ 48"CC
(E) SHTG PER PLAN
(E) SLAB PER PLAN
(E) JOISTS PER PLAN,
TYP
(E) 8" CONC WALL
(E)2x6 BLKG
(E) 4x12 HDR
(E) ROOF SHTG
PER PLAN
(E) 2x SHAPED BLKG
(E) JOISTS
PER PLAN
(E) JOIST
PER PLAN
WALL TIES PER PLAN
AND 2
S5.24
C
DETAIL NO SCALE
S3.02
A
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7340 24TH STEET
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MARTIN LUTHER
KING JR. LIBRARY
REMODEL
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90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S3.02
SECTIONS
23604-01
SECTION
S3.02
C 1/2" = 1'-0"
Section 6
SECTION
S3.02
D 1/2" = 1'-0" DETAIL NO SCALE Section 7
S3.02
B
1 PLAN CHECK
COMMENTS
11/01/2024
C REVISIONS 11/01/2024
-4'-0"
TOC
A
0'-0"
T.O. FINISH FLOOR
(E) 3x12 LEDGER
(E) SLAB PER PLAN
(E) JOIST PER PLAN
(E) HGR (E) SHTG PER PLAN
(E) 8" CONC
WALL
(E) 2x DBL TOP PL
(E) 2x6 @ 16"CC
(E) 3/8"
PLYWOOD
SHTG
(E) ROOF SHTG
PER PLAN
(E) 2x BLKG
(E) 8d @ 6"CC
WALL TIES PER PLAN
AND 2
S5.23
C
(E) BM PER PLAN
C
-4'-0"
TOC
A
0'-0"
T.O. FINISH FLOOR
(E) ROOF SHTG
PER PLAN
A
S3.03
(E) 3/8"
PLYWOOD
SHTG
(E) 2x6 @ 16"CC
(E) SLAB PER PLAN
(E) JOIST PER PLAN
(E) SHTG PER PLAN
(E) 8" CONC
WALL
WALL TIES PER PLAN
AND
3 S5.23
C
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Project Arch. --
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7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S3.03
SECTIONS
23604-01
SECTION
S3.03
A 1/2" = 1'-0"
Section 8
SECTION
S3.03
B 1/2" = 1'-0"
Section 10
1 PLAN CHECK
COMMENTS
11/01/2024
C REVISIONS 11/01/2024
-4'
-0"
TOC
4 0'-0"
T.O. FINISH FLOOR -14'-0"
MECH BASEMENT
(E) SLAB PER PLAN
(E) 10" CONC WALL
(E) 10d @ 4"CC
(E) 2x12 BLKG BTWN
(E) GIRDERS
(E) JOISTS
PER PLAN,
TYP
(E) SHTG
PER PLAN
(E) MASONRY WALL
PER PLAN
WALL TIES PER PLAN
AND
C
2 S5.23
(E) 6x BM
PER PLAN
C
-4'-0"
TOC
C
0'-0"
T.O. FINISH FLOOR
(E) MASONRY WALL
PER PLAN
(E) PLY PER PLAN
(E) SLAB PER PLAN
(E) 8" CONC WALL
WF BM
PER PLAN
HSS COL
PER PLAN
5 S5.23
(E) 2x JOIST
PER PLAN
1 S5.24
(E) FLOOR JOIST
PER PLAN
ANCHORS
PER
1 S5.24
C
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7340 24TH STEET
BYPASS, SACRAMENTO,
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MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S3.04
SECTIONS
23604-01
SECTION
S3.04 A 1/2" = 1'
-0"
Section 12
SECTION
S3.04 B 1/2" = 1'
-0"
Section 14
1 PLAN CHECK
COMMENTS
11/01/2024
C REVISIONS 11/01/2024
-4'
-0"
TOC
5 0'-0"
T.O. FINISH FLOOR
(E) 8" CONC WALL
(E) CONC WALL
PER PLAN
(E) SLAB PER PLAN
(E) SHTG PER PLAN
(E) MASONRY WALL
PER PLAN
(E) MASONRY WALL
TO BE REMOVED
(E) 8" CONC WALL
(E) BLKG TO REMAIN
C
C
REMOVE CMU TO TOP OF CONC STEM WALL,
CHIP CONC DOWN TO 1" BLW BOTT OF FLOOR
SHTG AND PATCH SMOOTH w/ DRYPACK GROUT;
TO BEAR UNDERSIDE OF SHTG, INFILL w/ 3/4"
FLOOR PLYWOOD TO MATCH
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7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S3.05
SECTIONS
23604-01
SECTION
S3.05 A 1/2" = 1'
-0"
Section 17
1 PLAN CHECK
COMMENTS
11/01/2024
C REVISIONS 11/01/2024
-4'-0"
TOC
9'-2"
B.O. LOWER ROOF
FRAMING
15'-0"
T.O. HIGHER ROOF
FRAMING
3 2
0'-0"
T.O. FINISH FLOOR
SHADED AREA INDICATES (N)
SHEAR WALL, SHEATH w/ 1/2"
PLYWOOD BOTH SIDES, TYP;
ADD WALL STUDS AS REQD
PER AND .
(E) FRMG AT CLERESTORY
NOT SHOWN FOR CLARITY
(E) WOOD POST
PER PLAN
(N) HOLDOWN AND POST
AT SHEAR WALL ENDS
TYP, SEE PLAN AND
(E) CONC STEM WALL
PER PLAN
(E) CONC FTG
PER PLAN
WF BM
PER PLAN WF HDR PER PLAN
HSS COL PER PLAN
5 S5.24
BM TO COL CONN
SAME AS IN 5
S5.24
DOOR ROUGH OPNG,
SEE ARCH DWGS
6 S5.24
HSS POST
BASE, TYP
PLY EN TO (E)
POST IN SHEAR
WALL, TYP
(N) HDR, TRIMMER STUDS
AND KING STUDS PER 4
S5.21
(N) HDR, TRIMMER STUDS
AND KING STUDS PER 4
S5.21
PLY EN TO (E) POST
IN SHEAR WALL, TYP
PLY EN TO (E) POST
IN SHEAR WALL, TYP
B
S5.31
HSS POST BASE
AND ANCHOR
RODS PER 6
S5.24
STRAP PER PLAN
STRAP PER PLAN STRAP PER PLAN
SEE ARCH DWGS
FOR ROUGH OPNG
SIZES, TYP
C
A
S5.31
1 S5.31
C
-4'-0"
TOC
9'-2"
B.O. LOWER ROOF
FRAMING
15'-0"
T.O. HIGHER ROOF
FRAMING
A B C D
0'-0"
T.O. FINISH FLOOR
-14'-0"
MECH BASEMENT
(N) OPNG AT
(E) STUD WALL
PER 2
S5.22
(E) FRMG AT
CLERESTORY NOT
SHOWN FOR CLARITY
SHADED AREA INDICATES (N)
SHEAR WALL, SHEATH w/ 1/2"
PLYWOOD BOTH SIDES, TYP
SEE SHEAR WALL SCH FOR
COMPLETE INFO
(N) HOLDOWN AND
POST AT SHEAR WALL
ENDS TYP, SEE
1 S5.32
(E) CONC FTG
PER PLAN
(E) CONC FTG
PER PLAN
(E) CONC BASEMENT
WALL PER PLAN
GLB 5 1/8x12 HDR
PLY EN TO (E)
POST IN SHEAR
WALL, TYP
(E) CONC WALL
OPNENINGS, TYP
PLY EN TO (E)
POST IN SHEAR
WALL, TYP
PLY EN TO (E)
POST IN SHEAR
WALL, TYP
STRAP PER PLAN
STRAP PER PLAN
STRAP PER PLAN
(E) PIPE COL REMOVED,
SHORE W8 BEAM UNTIL
HDR INSTALLED
DBL TRIMMER STUD
DBL TRIMMER STUD
AND DBL KING STUD
3 S5.24
8 S5.24
SHADED AREA INDICATES (N)
SHEAR WALL, SHEATH w/ 1/2"
PLYWOOD BOTH SIDES, TYP
SEE SHEAR WALL SCH FOR
COMPLETE INFO
ADD WALL STUDS AS REQD
PER AND .
C
A
S5.31
1 S5.31
HSS COL
PER PLAN
(N) HOLDOWN AND
POST AT SHEAR WALL
ENDS TYP, SEE
1 S5.32
3 S5.24
C
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7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S4.01
ELEVATIONS
23604-01
ELEVATION
S4.01
1/4" = 1'-0"
1 AT GRID LINE D
Elevation 1 - a
ELEVATION
S4.01
1/4" = 1'-0"
2 AT GRID LINE 3
Elevation 2 - a
C REVISIONS 11/01/2024
D
D
D
D
END HOOKS & BENDS
FOR DEVELOPMENT OF
DEFORMED BARS
TIES & STIRRUPS
90° 45°
180°
135°
90°
MINIMUM INSIDE BEND DIAMETER
D=6d FOR #3 THRU #8
D=8d FOR #9 THRU #11
D=10d FOR #14 THRU #18
NOTE:
ALL HOOKS SHALL BE 90° OR 180° STANDARD
HOOKS UNLESS OTHERWISE SHOWN OR NOTED.
MINIMUM INSIDE BEND DIAMETER
D=4d FOR #3 THRU #5
D=6d FOR #6 THRU #8
12d
d d
3" MIN
6d
2 1/2" MIN
4d
3" MIN
6d FOR #3 THRU #5
12d FOR #6 THRU #8
180°
2 1/2" MIN
4d
D
D
D
REBAR
REBAR
PL PER
DETAILS,
2/3d MIN, TYP
NOTES:
1. REINFORCING TO BE WELDED, EXCEPT ASTM A706, SHALL CONFORM TO THE MATERIAL PROPERTY REQUIREMENTS OF ANSI/AWS D1.4, NEWEST EDITION.
2. ALL PREHEATING AND WELDING SHALL BE DONE IN ACCORDANCE WITH ANSI/AWS D1.4, NEWEST EDITION. ALL ELECTRODES FOR WELDING SHALL COMPLY WITH AWS CODE, E80 SERIES MINIMUM FOR ASTM A706 GR60 AND E90 SERIES MINIMUM FOR ASTM A615 GR60.
FOR HIGHER GRADE REINFORCING, REFER TO AWS D1.4, NEWEST EDITION, FOR ELECTRODE REQUIREMENTS.
3. ALL WELDING SHALL BE CONTINUOUSLY INSPECTED BY A QUALIFIED LABORATORY.
4. GAPS BETWEEN REBAR AND PLATE SHALL NOTE EXCEED 1/4d OR 3/16", WHICHEVER IS LESS.
E = EFFECTIVE THROAT = .2d MIN
E
d
E
E
E
REBAR
MIN
2d
MIN
2d
A
A
d
1/8" MIN
d
6d
SEE AT
LEFT FOR
SIZE
SECTION A-A
TANGENT
POINT
WELD PARALLEL TO BAR LENGTH
REBAR
STEEL PL PER
DETAILS 2/3d
MIN, TYP
BUTT WELDED BAR
1/2d MIN D
SEE NOTE 4 1/2d MIN
(E) SLAB (N) SLAB
ON GRADE
8"
10"
(E) CMU WALL
(E) CONC
STEM WALL
#3x18" DOWELS w/
3" EPOXY EMBED
#3 @ 18"CC EA WAY
MID-DEPTH
#3 HOOKED DOWELS
w/ 3" EPOXY EMBED
2 1
WHERE (E) SLAB BASE IS DISTURBED,
REPLACE TO MATCH (E) CONDITIONS;
IF (E) VAPOR RETARDER IS DAMAGED,
REPAIR PER MFR INSTRUCTIONS 2" MIN EQ 2" MIN EQ
3 1/2"
4"
ROUGHEN (E) CONC SURFACE
TO 1/4" AMPLITUDE EXPOSING
COARSE AGGREGATE
10"
SEE MECH/ELEC
DWGS FOR EQUIP
ATTACHMENT
8" MIN 4"
6" HOOK TYP
6" CONC SLAB w/ #4 @ 12"CC
TYP EA WAY @ MID-DEPTH
OF SLAB
HOUSEKEEPING PAD AS
REQD, SEE MECH/ELEC FOR
LOCATION & DIMENSIONS
OPTIONAL FULL THICKNESS
IN LIEU OF TURN-DOWN
EDGE
MECH / ELEC
EQUIPMENT
CL EQUIP
ATTACHMENT
8" MIN TYP
(14) BOLT DIA
(E) PLYWOOD o/ (E) 2x12 JOISTS @
16"CC, REMOVE AND REPLACE
PLYWOOD TO INSTALL FTG AND COL
TYP PER .
HSS COL PER PLAN
EQ EQ
PER PLAN
PER
PLAN
CLR
3"
TYP
3" CLR
T.O. RAT SLAB
TOF
(N) RAT SLAB TO MATCH
(E) RAT SLAB
CL COL
3" CONC COVER ALL AROUND
8 BASE PL AND ANCHOR RODS
S5.23
6 S5.23
BASE PL AT DBL
COL
SEE PLAN
FOR REINF
4/S5.22
1 HOUSEKEEPING PAD AS
REQD, SEE MECH/ELEC
DRAWINGS FOR
LOCATION AND EXTENT
#4 @ 18"CC TYP AT
PERIMETER
(E) CONC SLAB ON
GRADE PER PLAN
#4 @ 12"CC EW
@ MID-DEPTH
OF PAD
#4 CONT
TYP
ROUGHEN TO 1/4''
AMPLITUDE,
18"
18"
TYP
2" CLR
SEE MECH/ELEC
DRAWINGS FOR
EQUIP ATTACHMENT 4" TYP, 6" MAX PER MECH/ELEC
6" MIN
(14) BOLT DIA
COORD w/ EQUIP LAYOUT
DRILL & EPOXY #4 DOWEL w/ 2 1/2"
EMBED @ (E) SLAB CONDITION;
4" MIN SLAB THICKNESS
CL EQUIP
ATTACHMENT
TYP
2'-0" MIN
TYP
1/2" GAP
(E) PARTIALLY GROUTED
CMU WALL
BOOK DROP OPNGS,
SEE ARCH FOR SIZES
AND LOCATIONS
FRP STRENGTHENING ON
INSIDE FACE OF CMU WALL
AROUND OPNGS
NOTES:
1. AT NEW OPENINGS, DRILL HOLES IN CORNERS PRIOR TO MAKING SAW CUTS. DO NOT OVERCUT AT CORNERS.
2. DRYPACK w/ NONSHRINK CEMENT GROUT AT HOLLOW CMU CELLS ALL AROUND NEW OPENINGS.
3. SEE FRP NOTES ON SHEET . FRP STRENGTHENING SHALL BE DESIGNED BY THE CONTRACTOR TO PROVIDE TENSILE STRENGTH EQUIVALENT TO (2) #4 BARS, Fy = 40 KSI. FRP STRAPS SHALL EXTEND PAST OPENING EQUAL TO THE DEVELOPMENT LENGTH OF #4 BARS (GRADE 40) IN F'm = 1500 PSI CMU.
4. BASIS OF DESIGN IS FRP BY SIMPSON STRONG TIE.
5. SPECIAL INSPECTION OF FRP INSTALLATION SHALL COMPLY WITHTHE REQUIREMENTS OF THE FRP MANUFACTURER'S ICC-ESR REPORT.
S1.02
600 Q STREET, SUITE 200
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CRAE
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PROJECT:
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Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S5.01
TYPICAL
CONCRETE
DETAILS
23604-01
DETAIL NO SCALE
S5.01
1 STANDARD REBAR
HOOKS & BENDS
300SD001
DETAIL NO SCALE
S5.01
2 REBAR WELDING
300SD002
APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE
TYPICAL DETAILS
DETAIL NO SCALE
S5.01
5 NEW RECESSED SLAB
310SD801
DETAIL NO SCALE
S5.01
4 HOUSEKEEPING PAD AT
GRADE
310SD008
DETAIL
S5.01
1/2" = 1'-0"
3 SPREAD FOOTING
210SD011REV - Spread footing
DETAIL NO SCALE
S5.01
6 HOUSEKEEPING PAD AT
SLAB ON GRADE
310SD005
C
DETAIL
S5.01
1/2" = 1'-0"
7 FRP WALL
STRENGTHENING
BOOK DROP
C
1 PLAN CHECK
COMMENTS
11/01/2024
C REVISIONS 11/01/2024
16d @ 12"CC
MIN UNO
NO HORIZ JOINT
@ SHEAR WALLS
SILL NAILING
INDICATES CORRESPONDING NOTE FROM NAILING SCHEDULE. THIS
IS THE MINIMUM REQUIRED NAILING, SHEAR WALL SCHEDULE NAILING SUPERCEDES THIS DETAIL.
INDICATES CORRESPONDING NAILING FROM SHEAR WALL SCHEDULE .
NOTES:
A/S5.31
SHEAR TRANSFER CLIP
AT SHEAR WALL
LVL
ABV
#
X
11 10
C
E 10
C
11 11
10 C
10 C
3 1
6 F
5 3
11 1
LVL
E ABV
(20) 16d EQ
SPACED, TYP
2x TRIMMER, TYP;
(2) 2x TRIMMER
WHEN OPNG > 6'-0"
UNO ON PLANS
2x PTDF SILL PL
UNLESS NOTED 3x
ON SHEAR WALL
SCHEDULE
2x (LESS THAN 6'-0")
(2) 2x (6'-1" TO 10'-0")
TREAT END w/
PRESERVATIVE AT
CURB WHERE OCCURS
2x BLKG @
SHTG JOINTS
UNLESS NOTED
3x ON SHEAR
WALL SCHEDULE
CONDITION
WHERE BOLT
OCCURS AT
STUD
(20) 16d EQ SPACED BTWN SPLICES
OR 16d @ 16"CC STAGGERED,
WHICHEVER REQUIRES MORE NAILS
2x BLKG
2x KING STUD, TYP;
(2) 2x KING STUD &
SIMPSON A35 T&B
WHEN OPNG > 6'-0"
UNO ON PLANS
(8) 16d, TYP
HEADER
PER SCH
2x STUDS
@ 16"CC
(6) 16d
HDG,
TYP
PROVIDE WASHER AS NOTED
IN WOOD NOTES
(2) 2x CONT
TOP PL UNO
(2) 16d @ 2x4 STUDS
(3) 16d @ 2x6 & 2x8 STUDS
HDG @ SILL COND
PROVIDE HOLE
FOR BOLT & CSK
FOR NUT & WASHER
AS REQD
SIMPSON A35 T&B EA END OF HEADER AT
ALL EXTERIOR WALLS AT OPENINGS WIDER
THAN 8'-0" OR WHERE KING STUD IS 3x AND
GREATER
(2) 16d @ 2x4
(3) 16d @
2x6 & 2x8
HEADER
'D'
SPLICE, TYP
4'-0" MIN LAP
* * *
BOTT PL
BREAK
WIDTH OF
OPENING
0 TO 4'-0"
4'-1" TO 6'-0"
6'-1" TO 8'-0"
TYP UNO ON PLAN OR IN PLAN NOTES
8"
10"
12"
NOMINAL HEADER
DEPTH 'D'
> 8'-0" SEE PLAN
HEADER SCHEDULE
1/S5.31
1/S5.32
2/S5.31
NOTES:
1. HEADER SHALL BE FULL WIDTH
OF STUD WALL.
2. PROVIDE POSTS & ANCHORS AT
HOLDOWNS WHERE OCCUR PER
PLAN, SEE .
3. AT OPENINGS FOR MECH DUCTS,
SEE .
4. FOR SHEAR WALL NAILING, SEE
SCH AND .
5. LOCATE TOP PLATE BREAKS
OVER STUDS.
1 1/2"
END OF SILL PL OR NOTCH OR
HOLE WIDER THAN 1/3 PL WIDTH
TOP PL
BREAK
* = 9" MAXIMUM
6" MINIMUM
5/8"Ø ADHESIVE ANCHORS @ 32"CC
(3" EMBED + CURB HT)
(2) ANCHORS MIN:
IF NO CURB OCCURS, USE 5/8"Ø EXPANSION
ANCHORS w/ 3" MIN EMBED
SHTG
TYP
SHTG TYP
T-CORNER INTERSECTION CORNER T-CORNER
(2) SIDED
CORNER
(2) SIDED
1/4" CLR BTWN SHTG
16d @ 16"CC
TYP
16d @ 16"CC
TYP
INDICATES CORRESPONDING NOTE FROM NAILING SCHEDULE ON
GENERAL NOTES SHEET. THIS IS THE MINIMUM REQUIRED NAILING, SHEAR WALL SCHEDULE NAILING SUPERCEDES THIS DETAIL.
INDICATES CORRESPONDING NAILING FROM SHEAR WALL SCHEDULE .
NOTES:
4/S5.21
TYP
#
X
C 10 13
NOTE:
HOLES SHALL BE DRILLED SO AS
NOT TO SPLINTER THE STUD.
w/3 MAX FOR SINGLE STUDS,
3W/5 MAX IF THE STUD IS
DOUBLED AND NOT MORE THAN
TWO SUCH SUCCESSIVE
DOUBLED STUDS ARE SO
BORED
W
MAX
5/8"
MAX
5/8"
MAX
W/4
W
MIN
W
MIN
NO NOTCHES IN MIDDLE
1/2 OF SPAN; WHERE
NOTCHES OCCUR,
PREDRILL CORNERS PER
W
MAX
5/8"
MAX
5/8"
MAX
W/4
MAX
6"
W
MIN
W
MIN
3 S5.21
1/2" RADIUS
NOTES:
1. PREDRILL CORNERS OF NOTCHES SO AS NOT TO OVER CUT.
2. NOTCHES IN THE BOTTOM OF JOISTS ALLOWED ONLY WHERE
SPECIFICALLY SHOWN ON DRAWINGS.
3. APPLIES TO SAWN LUMBER MEMBERS ONLY. NO NOTCHES
ALLOWED IN OTHER TYPES OF MEMBER UNLESS SPECIFICALLY
DETAILED IN THE DRAWINGS.
NO NOTCHES IN
MIDDLE 1/3 OF
SPAN
'D'
D/10
MAX
D/4
MAX MIN
2"
D/4 OR 2"
MAX, TYP
D/3
MIN
2xD MIN
3 S5.21
SIMPSON CS16
STRAP EA SIDE
OF TOP PLATE
AS REQD
FOR 'D' GREATER THAN 1/3 W
OR 2", PROVIDE STRAP AT EA
SIDE AS SHOWN. 2W/3 MAX.
HOLE FOR PIPE
CENTERED ON
MEMBER
PLAN - HOLE IN DOUBLE TOP PLATES NOTCH IN PLATES
ANCHOR BOLTS
AS REQD
FOR 'D' GREATER THAN 1/3 W,
PROVIDE ANCHOR BOLTS AT 9"CC
MAX AND 6"CC MIN AT EA SIDE
OF HOLE. PROVIDE MIN OF
(2) AB PER SILL PIECE.
PLAN - HOLE IN SILL PLATE
(6) 6D EA
END OF STRAP
NOTCH IN
MEMBERS
PREDRILL
CORNERS
PER
NOTE:
FOR MULTIPLE HOLES AND NOTCHES, MAINTAIN 18" CLEAR MIN AND EXTEND STRAP 12" PAST LAST HOLE OR NOTCH.
PROVIDE STRAP AT ALL
NOTCHES. MAX NOTCH
D = W/3.
DO NOT
OVERCUT
12"
MIN
W
D D
W D MAX 6"
12"
MIN
12"
MIN
16d @ 12"CC
STGRD
POST
BEAM
PARALLEL PERPENDICULAR
BEAM
(3)16d
A35
CLIP (A34
AT 2x4
INT WALL)
POST
END
POST
POST
SIDE FRONT
FULL HT STUD
EA SIDE
(3) 16d
EA STUD
2x BLKG
EA SIDE
TOP PL
OVER BM
(2) 10d TN EA FACE
w/ (20) 16d MIN
4'-0" MIN LAP
TOP OFPOST
600SN002
ALL NAILS FOR STRUCTURAL WORK SHALL BE COMMON WIRE NAILS UNO, CONFORMING TO THE FOLLOWING MINIMUM SIZES:
8d - 0.131" SHANK DIA (0.281" HEAD DIA) x 2-1/2"
10d - 0.148" SHANK DIA (0.312" HEAD DIA) x 3"
10d SHORT - 0.148" SHANK DIA (0.312" HEAD DIA) x 1 1/2" 16d - 0.162" SHANK DIA (0.344" HEAD DIA) x 3 1/2"
20d - 0.192" SHANK DIA (0.406" HEAD DIA) x 4"
20d BOX - 0.148" SHANK DIA (0.375" HEAD DIA) x 4"
40d BOX - 0.162" SHANK DIA (0.406" HEAD DIA) x 5"
RSRS-03 - 0.131" SHANK DIA (0.281" HEAD DIA) x 2 1/2" (ROOF SHTG RING SHANK) HOLES SHALL BE PRE-DRILLED WHERE NECESSARY TO PREVENT SPLITTING. NAILING NOT NOTED BELOW OR ON PLANS SHALL BE A MINIMUM OF TWO NAILS AT EACH CONTACT. 8d FOR 1x MATERIAL AND 16d FOR 2x MATERIAL.
1. JOISTS OR RAFTERS------SAWN LUMBER BRG ON PLATES TN EACH SIDE--------------------(2)10d I-JOISTS BRG ON PLATES EACH SIDE OF WEB------------(2)10d LAPPED TO SIDES OF STUDS 2x4, 2x6 -----------------------------(3)16d 2x8 - 2x12 --------------------------(4)16d
2. STUDS TO BEARINGS----- 2x4 STUDS TN EACH SIDE--------------------(2)10d (3x, 4x SIM) EN IN LIEU OF TN----------------(2)16d
2x6 AND 2x8 STUDS TN EACH SIDE ------------------- (3)10d EN IN LIEU OF TN----------------(3)16d
2x10 AND 2x12 STUDS TN EACH SIDE--------------------(4)10d EN IN LIEU OF TN----------------(4)16d
3. BLOCKING--------------------- BETWEEN JOISTS, RAFTERS TN EACH SIDE EACH END----(2)10d OR STUDS EN IN PLACE OF TN-------------(2)16d
BETWEEN JOIST OR TN EA SIDE ----------------------- (3)10d
RAFTER BEARINGS (PLATES)
4. CONTINUOUS RIM-----------TO DBL TOP PLATES TN EA SIDE---------------16d @ 16"CC
OMIT WHERE SHEAR TRANSFER
FASTENERS PER .
OCCUR
5. LEDGERS ----------------------TO STUDS 1x LEDGER ------------------------(2)8d 2x LEDGER-------------------------(3)16d
6. DOUBLE TOP PLATES -----LOWER PLATE TO 2x4 STUD-----------------------------------------------------(2)16d LOWER PLATE TO 2x6 OR 2x8 STUD------------------------------------------(3)16d UPPER PLATE TO LOWER PLATE -------------SEE .
7. SILL PLATES ------------------TO PARALLEL FRAMING--------------------------------------------------16d @ 12"CC TO PERPENDICULAR FRAMING -------EACH CONTACT------------------(2)16d
8. MULTIPLE STUDS---------- STAGGER FOR WIDTHS MORE THAN 4" ----------------------------16d @ 12"CC
9. BUILT UP BEAMS -----------(2)2x MEMBERS, TOP AND BOTTOM ------------------16d @ 12"CC CLINCHED 3 OR MORE 2x MEMBERS -----------------------------------------1/2" DIA BOLTS @ 12"CC STAGGERED
10. CEILING STRIPPING ----- HOLES SHALL BE PRE-DRILLED FOR 1x ------------ (2)8d (1-SLANT) NAILS AT ENDS OF STRIPPING BOARDS.
WHERE CEILING IS PLASTER OR 5/8" 2x ------------(2)16A (1-SLANT)
GYPSUM USE ANNULAR RING NAILS
(NO SLANT).
11. SHEAR WALL NAILING-------------------------------------------------------- SEE .
12. FLOOR OR ROOF NAILING-----------------SEE PLAN NOTES.
13. NON-STRUCTURAL -------AT EDGES AND INTERIOR HDG CASING NAILS-------------6d @ 6"CC
SIDING SUPPORTS
14. NON-STRUCTURAL -------AT EDGES NAILS TO MATCH SHEAR WALLS @ 6"CC SHEATHING AT FIELD NAILS TO MATCH SHEAR WALLS @ 12"CC
15. USE DEFORMED SHANK NAILS FOR ALL FLOOR SHEATHING.
16. ALL EXPOSED FASTENERS SHALL HAVE A ZINC-COATING CORROSION RESISTIVE SURFACE.
17. NAILS USED INTO PRESSURE TREATED OR FIRE RETARDANT MATERIAL SHALL BE HOT-DIPPED GALVANIZED PER ASTM A123 OR STAINLESS STEEL.
4/S5.21
1/S5.31
4/S5.21
NAILING SCHEDULE
NEW
OPENING
NOTE:
OPENINGS TO BE 4'-0" SQUARE MAXIMUM
SPACING NO CLOSER THAN 6'-0"CC
(E) ROOF FRMG
2x6 BLKG MIN,
TYP
SIMPSON
ST22, TYP
(2) 2x BLKG,
MATCH DEPTH
OF FRAMING
(E) ROOF SHTG
JH OR L50
CLIP, TYP
RAFTERS
DBL JOISTS OR
(N) ROOF FRMG
8d PLYWOOD EN
AROUND OPNG
U210-2 AT END SUPPORT
OF DBL 2x10 JOISTS, TYP
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
S
S TA TE O F CAL I FO R N I A
STRUCTURAL
R
ROFE P
ED
ER T IS
GE
SI N
ENGINEER
O AL
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S5.21
TYPICAL WOOD
FRAMING DETAILS
23604-01
DETAIL NO SCALE
S5.21
1 TYPICAL NAILING
600SD011
DETAIL NO SCALE
S5.21
4 STRUCTURAL WALL
FRAMING
600SD001
DETAIL NO SCALE
S5.21
2 STRUCTURAL STUD
FRAMING CONDITIONS
600SD014
DETAIL NO SCALE
S5.21
5 HOLE OR NOTCH AT STUD
600SD013
DETAIL NO SCALE
S5.21
3 NOTCHES IN JOISTS &
HEADERS
600SD101
DETAIL NO SCALE
S5.21
7 HOLE OR NOTCH THRU
PLATES
600SD012
DETAIL NO SCALE
S5.21
8 POST & BEAM
CONNECTION
600SD200
APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE
TYPICAL DETAILS
DETAIL NO SCALE
S5.21
6 OPENING IN ROOF 600SD104
1 PLAN CHECK
COMMENTS
11/01/2024
C REVISIONS 11/01/2024
(E) WALL STUD
PER PLAN
(E) ROOF SHTG
PER PLAN
L1 L2
(E) DBL TOP PL
@ BRG WALL
SIMPSON A35 FC,
EA SIDE OF BLKG
PROVIDE (2) 2x6 BLKG OR
STUD, WHERE "L1" AND "L2"
ARE GREATER THAN 3"
NOTES:
1. IN LIEU OF ADDING BLOCKING, ADDITIONAL STUD
CENTERED BELOW JOIST MAY BE PROVIDED.
2. ADDITIONAL BLOCKING NOT REQUIRED WHERE TOP
PLATES BEAR ON HEADER DIRECTLY BELOW.
(E) JOIST PER
PLAN
PROVIDE ADDL STUD BLW
JOIST WHERE (N) TOP
PLATE PENETRATION IS
ADDED BTWN JOIST AND
TYP STUD.
ADDL STUD IN
LIEU OF BLKG
CL JOIST
SAWCUT AND REMOVE
(E) CURB @ DOORS
WHERE OCCURS
5/8"Ø ADHESIVE
ANCHORS
(4"+ CURB HEIGHT
EMBED) EA SIDE
OF OPENING
TRIMMER STUD TYP;
MATCH (E) STUD WIDTH,
SEE
KING STUD TYP; MATCH
(E) STUD WIDTH, SEE
(E) STUDS, TYP
HEADER TO MATCH
(E) STUD WIDTH
UNO, SEE
16d @ 12"CC (E) DBL TOP PL
TYP FULL
HEIGHT
SIMPSON A34 CLIP,
TYP
REMOVE (E) STUDS
AFTER SHORING
FRAMING ABOVE,
TYP
SILL FRAMING
@ WINDOWS
PER
REMOVE &
REPLACE
FINISHES &
SHEATHING IN
KIND AS REQD
6" MIN;
9" MAX TO END
(E) STUD
WHERE OCCURS
(E) STUDS OVER HEADER
TO REMAIN AND BEAR
FIRMLY ON HEADER, TYP
4 S5.21
4 S5.21
4 S5.21
4 S5.21
SECTION A-A
1"
1 1/2"
1"
TYP
1 1/2"
A
A
2x4x4'-0" DF #1 BS OF JOIST w/
(2) ROWS OF SDS25300 @ 6"CC;
STAGGER VERTICALLY AND
FROM OP SIDES OF JOIST CL JOIST CL PIPE
(E) 2x10 ROOF JOIST
MAX 2"Ø HOLE/SLOT FOR PIPES;
FOR INFO NOT NOTED, SEE
3 S5.21
4x8 BLKG TYP BTWN JOISTS,
CENTER UNDER PLYWOOD
JOINT w/ LUS48 HGR @ EA
END, TYP
2x8 LEDGER AT JOISTS
TYP w/ (2) ROWS OF
SDS25300 SCREWS @
6"CC, STGRD 1 1/2" VERT
(E) FLOOR JOISTS
PLYWOOD SHTG, REMOVE AND
REPLACE TO MATCH EXISTING;
EN 10d @ 6"CC, FN 10d @ 12"CC
NOTE:
THIS DETAIL SHALL ALSO APPLY WHERE INFILL
OF (E) FLOOR OPENINGS IS REQUIRED.
C
2x8 BLKG w/ LUS28
AT EA END
(N) OPNG, DO NOT OVERCUT
PLYWOOD IN CORNERS; PROVIDE
10d @ 6"CC EN ALL AROUND
(E) 3/4" PLYWOOD
8" MAX PLYWOOD DECK
CANTILEVER w/o BLKG
NOTES:
NEW HOLES IN EXISTING FLOOR PLYWOOD 6" SQUARE
OR 6" DIAMETER AND LESS DO NOT REQUIRE
BLOCKING.
(E) 2x FLOOR JOISTS
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
S
S TA TE O F CAL I FO R N I A
STRUCTURAL
R
ROFE P
ED
ER T IS
GE
SI N
ENGINEER
O AL
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S5.22
TYPICAL WOOD
FRAMING DETAILS
23604-01
APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE
TYPICAL DETAILS
DETAIL NO SCALE
S5.22
1 TOP PL SUPPORT AT (N)
PENETRATIONS
600SD015
DETAIL NO SCALE
S5.22
2 OPENING AT
(E) INTERIOR STUD WALL
600SD800
DETAIL
S5.22
1" = 1'-0"
3 NOTCH IN JOIST FOR PIPE
WAA-4
DETAIL
S5.22
1" = 1'-0"
4 REMOVE/REPLACE
FLOOR PLYWOOD
WAA-5
DETAIL
S5.22
1" = 1'-0" 5
TYPICAL FLOOR
PLYWOOD OPNG
WAA-6
C REVISIONS 11/01/2024
(E) SHTG PER PLAN
(E) JOIST PER PLAN, TYP;
TRIM JOIST AS REQD TO
ACCOMMODATE (N) WF
BM
WF BM
PER PLAN
SIMPSON LUS210 w/
MIN OF (6) 0.148x3"
NAILS TO BM, TYP
EQ 2 1/2" EQ
DEMO'D (E) BRG
STUD WALL
SHORE (E) ROOF
JOISTS TYP BS OF
WALL, PRIOR TO
WALL DEMO
FULL DEPTH SHAPED WOOD
NAILER BS OF BEAM WEB w/
(2) 5/8"Ø A307 THRU BOLTS
@ 4'-0"CC
OPTION: CONTRACTOR MAY
USE 5/8"Ø THRD WELDED
STUDS IN LIEU OF BOLT
C
SIMPSON HDU-2 FASTENED
TO (E) 6x12 BM AND
ANCHORED TO (E) CONC
WALL w/ 5/8"Ø EPOXY ANCHOR
w/ 4" EMBED
(E) 6x12 BM
(E) JOISTS PER
PLAN, TYP
NOTE:
FOR INFORMATION NOT SHOWN, SEE A/S3.03 EQ EQ
(E) FLOOR PLYWOOD,
REMOVE AND REPLACE AS
NEEDED TO INSTALL ANCHOR,
SEE
4 S5.22
SIMPSON HDU-2 FASTENED
TO (E) JOIST w/ BLKG @
8'-0"CC AND ANCHORED TO (E)
CONC WALL w/ 5/8"Ø EPOXY
ANCHOR w/ 4" EMBED
(E) JOIST PER PLAN
NOTE:
FOR INFORMATION NOT SHOWN, SEE & . B/S3.03 EQ EQ
2/S5.23
2x12 STRONGBACK
SHAPED PL3/8
(2) 1/2"Ø THRU BOLTS
@ PL TO KICKER
2x10 KICKER EA
SIDE OF (E) GLB
(2) 1/2"Ø THRU BOLTS
@ KICKER TO (E) GLB (E) ROOF SHTG
PER PLAN
A A
PLAN VIEW A-A
2x12 STRONGBACK SPAN
(3) JOISTS MIN w/ (4)
SDS25500 @ 3"CC @
EA JOIST
(2) 1/2"Ø THRU
BOLTS @ PL TO
STRONGBACK,
TYP
2x10 KICKER EA
SIDE OF (E) GLB
(E) 2x10 @ 24"CC
(E) JOIST PER PLAN
ELEVATION
1 1
GLULAM BM PER PLAN
3 1/2"
3"
2" MIN
6'-0"CC, TYP
GLB BLKG 5 1/8x9x1'-0"
w/ (2) ROWS, 16d @
3" TO EA 2x
GLB5 1/8x9x0'-9" BLKG 3" MIN
C
1 1/2"
3" 3 1/2"
STRAP PER ROOF
PLAN AND 4
C S5.24
SHEAR PL3/8 w/ (2)
3/4"Ø A325 BOLTS
(E) WF BEAM
STFNR PL1/2
HSS COL
PER PLAN
NOTE:
(E) ROOF PLYWOOD, JOISTS, AND WF BEAM NAILER NOT
SHOWN FOR CLARITY.
1'-6" UNO, SEE PLAN
EQ EQ
CLR
1/2"
5/16
1/4
(3) SIDES
3" TYP'K' + 1 3/4"MIN
CL SPLICE CL COL
1 1/2"
2 3/4"
1 1/2"
1 1/2" 2 1/4" 4 1/4"
TYP
1 1/2"
TYP
1 1/2"
PL3/4x8x0'-10"
w/ (4) 3/4"Ø
A325 BOLTS
10"
FIELD VERIFY
SEE PLAN
TYP
1 1/2"
1 1/2" 1 1/2"
10"
5" 5"
(2) 1 5/16"Ø HOLES FOR 3/4"Ø x 1'-6"
F1554 GR 36 ANCHOR RODS w/ DBL
NUTS AND 6" PROJECTION; PROVIDE
PL1/4x2x2 WASHERS AND LEVELING
NUTS w/ F844 WASHERS
1/4
TYP
HSS COL PER PLAN
PL1 o/ 1 1/2"
NON-SHRINK GROUT
TYP
5"
C
CL HSS POST
CL STFNR PL
W8 BM PER PLAN
STFNR PL1/2 BS
(E) 2x10 @ 24"CC
PL3/4x6x0'-9" w/
(2) 3/4"Ø A325 BOLTS
1/4
TYP (3) SIDES
PP BUTT WELD
ON FAR SIDE
HSS COL
PER PLAN
1/4
(3) SIDES
TYP
HSS COL
PER PLAN
WF BM
PER PLAN
(E) PLYWOOD SHTG
PER PLAN
1 1/2"
1 1/2"
SECTION A-A
A
A
TYP
1 1/2"
ANCHORS PER
AND
1 S5.24
B
S3.04
C
C
HSS COL
PER PLAN
PL3/4 o/ 1 1/2"
NON-SHRINK GROUT
10"
EQ EQ
1/4
CL COL
CL COL
1 1/2" 1 1/2"
EQ EQ
10"
1 1/2" 1 1/2"
(2) 1 5/16"Ø HOLES FOR
3/4"Ø x 1'-6" F1554 GR 36 ANCHOR
RODS w/ DBL NUTS AND 6"
PROJECTION; PROVIDE PL1/4x2x2
WASHERS AND LEVELING NUTS w/
F844 WASHERS
DETAIL NO SCALE
S5.23
8 BASE PLATE AT HSS
COLUMN
510SD002
DETAIL
S5.23
1" = 1'-0" 1
CAA-002
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
S
S TA TE O F CAL I FO R N I A
STRUCTURAL
R
ROFE P
ED
ER T IS
GE
SI N
ENGINEER
O AL
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S5.23
DETAILS
23604-01
DETAIL
S5.23
1" = 1'-0" 2
CAA-004
DETAIL
S5.23
1" = 1'-0"
3 CAA-005
DETAIL
S5.23
1/2" = 1'-0" 7
CAA-006
DETAIL NO SCALE
S5.23
4 WF BEAM TO BEAM
SPLICE
513SD005
DETAIL
S5.23
1 1/2" = 1'-0"
6 DOUBLE COLUMN
BASE PLATE
WAA-1
DETAIL
S5.23
1" = 1'-0"
5 WAA-7
1 PLAN CHECK
COMMENTS
11/01/2024
C REVISIONS 11/01/2024
(E) MASONRY
WALL
(E) 2x BLKG
(E) CONC WALL
(E) PLYWOOD
1/4 (3) SIDES
3/16 (3) SIDES 2"
3/4"
1 1/4"
SECTION
TYP
1 1/2" 5 1/2"
TYP
4"
HSS COL PER PLAN
L3x2x1/4x0'-3"
5/8"Ø THRD ROD x 3 1/2" EMBED w/
SIMPSON SET-3G EPOXY; PROVIDE
3GW OPTIMESH SCREEN TUBE AT
HOLLOW CMU CELLS
SIMPSON SDS25312 SCREWS,
(4) TOTAL
BASE PL3/8x4x1'-2"
3 1/8" GLULAM BLKG w/
(4) SDS25200 TO LEDGER
L4x4x3/8x1'-2"
(3) 3/4"Ø EPOXY ANCHORS
w/ 4 1/2" EFF EMBED
STFNR PL1/4 2"
ELEVATION
3/16 TYP
1 1/2" C
C
A
A
GLB 3 1/8x18" BLKG
WHERE JOIST DIRECTION
CHANGES LESS THAN 6 FEET
FROM THE CMU WALL, PROVIDE
STRAP MSTA24 AND 2x BLKG
4x6 FLAT
HUD-2 w/ 5/8"Ø ROD, 5 5/8"
EMBED w/ EPOXY @ 8'-0"CC
MAX INTO CMU WALL
(E) CMU WALL w/ SOLID
GROUTED BOND BEAM
AT TOP (3) COURSES
FIELD LOCATE HORIZ AND
VERT REBAR AT TOP PRIOR
TO DRILLING FOR ANCHORS
SECTION A-A
(E) PLYWOOD (E) PLYWOOD
(E) 2x10 ROOF JOISTS
GLB BLKG w/ (5)
SDS25600 SCREWS
@ 3"CC TO EA JOIST
4x6x1'-6" FLAT w/ (2) ROWS
OF (5) SDS25412 SCREWS
@ 3"CC TO GLB BLKG
1"
1 1/2"
1 1/2" 3" 1 1/2"
3x6 NAILER w/ 5/8"Ø TWS
@ 12"CC, 6" FROM ENDS
PLYWOOD EN
HSS POST
PER PLAN
1/4
(E) DBL TOP PL
CAP PL3/8
MAX
3/4"
(E) 2x10 JOIST
PER PLAN, TYP
STFNR PL1/2 BS OF
WEB, CENTERED
ON WALL BLW
SHIM AS REQD
1/4
(4) SDS25312 SCREWS FROM
BM FLANGE TO TOP PLATES,
1" FROM EDGE OF TOP PL
5/16
(2) 3/4"Ø
A325 BOLTS
CSK NUT 1" IN
NAILER AT
DOOR OPNG
WF HDR PER PLAN
NOTE:
PREDRILL STEEL BEAM FOR SDS
SCREWS w/ 1/16" OVERSIZE HOLES
W8 BEAM PER PLAN,
REMOVE BLKG BTWN
JOISTS TO INSTALL BM
2"
PL3/8
(E) 8" CONC WALL
DRILL & EPOXY ANCHOR ROD PER
ADJUST POSITION OF ROD AS
NEEDED TO AVOID (E) REBAR
B
S5.31
(E) 3x6 RWD TOP PL
(E) FLR JOIST PER PLAN
2x12 BLKG BOTH
SIDES OF ROD
REMOVE (E) 2x BLKG TO
INSTALL (N) TIE DOWN ROD
SHEAR WALL PLYWOOD AND
WALL STUDS PER PLAN AND
HSS POST PER PLAN
CL HSS POST
CL WALL
1 1/2" 1 1/2"
TYP
PL3/4"x5x0'-11" (2) 5/8"Ø THRD ANCHOR
RODS IN 1 1/4"Ø HOLES
w/ WASHER PL3/8x2x3
SECTION A-A
A A
1 S4.01
1/4
TYP
A35, TYP 4x6 FLAT ACROSS
DOOR OPNG w/
(2) SDS25600 TO
EA JOIST
CMST12 FROM (N) 4x6
TO (E) DBL TOP
PLATES, 7'-0" LENGTH
w/ (98) 0.148x2 1/2"
NAILS
(E) 2x10 JOISTS,
TYP
(E) 6x BM
3'-6" TYP
C
C
CL COL
CL STRAP
CL BMCL STRAP
(E) 6x OR 8x POST
PER PLAN
AT 8x8 COLS, PROVIDE SOLID BLKG
BEHIND STRAP w/ (2) ROWS SDS25412
@ 3"CC, 1 1/2" MIN FROM ENDS,
1" EDGE DISTANCE
STRAP PER PLAN
(E) 4x12, TYP
7 1/4"
NOTE:
ROOF JOISTS AND CLERESTORY WALL
FRAMING NOT SHOWN FOR CLARITY
GLB HDR PER
FRMG ELEV
A35 TYP
DBL TRIMMER
STUD
(E) 6x6 POST
LPT5 BS
9" WIDE GLULAM BLKG,
SHAPE FOR SOLID BRG
STFNR PL3/8 BS,
CENTERED IN BRG
ON WALL
(2) SDS25312,
PRE-DRILL 1/16"Ø
OVERSIZED HOLE
3/16
TYP
REMOVE
(E) BLKG
(E) 2x JOISTS,
TYP
STRAP PER
PLAN
(E) DBL 2x
TOP PL
TYP
1"
4x10 BLKG w/ L50 EA END,
STAGGER ON OPP SIDES
CLERESTORY WALL
CORNER COL PER
PLAN
4x10 BLKG w/ L50 BS,
EA END
STRAP PER PLAN ON
UNDERSIDE OF BLKG
(E) 2x10 ROOF
JOISTS, TYP
(E) 2x10 ROOF
JOISTS, TYP
PLAN
DETAIL
S5.24
1" = 1'-0" 1
POST LEDGER EMBED WAA-2
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
S
S TA TE O F CAL I FO R N I A
STRUCTURAL
R
ROFE P
ED
ER T IS
GE
SI N
ENGINEER
O AL
I
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9 AS.O
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FRANCN
4 0 8 0
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L11
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RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
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N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S5.24
DETAILS
23604-01
DETAIL
S5.24
1" = 1'-0"
2 WAA-3
DETAIL
S5.24
1" = 1'-0" 5
WAA-8
DETAIL
S5.24
1" = 1'-0" 6
WAA-9
DETAIL
S5.24
1" = 1'-0" 3
COLLECTOR GRID LINE 3 WAA-10
DETAIL
S5.24
1" = 1'-0"
4 WAA-11
DETAIL
S5.24
1" = 1'-0"
8 WAA-12
DETAIL
S5.24
1" = 1'-0"
7 WAA-13
C REVISIONS 11/01/2024
NOTES:
1. SEE SCHEDULE FOR SHEATHING TYPE AND NAIL SIZE AND SPACING.
2. PROVIDE EN AT ALL SHEET EDGES, SILL PL, TOP PL, BLOCKING, AND POSTS.
AT ALL SHTG SHOWN ON THE STRUCTURAL DRAWINGS, EN SHALL BE 6"CC MAX.
3. EN SHALL BE 10d NAILS, UNO.
4. FN SHALL BE @ 12"CC. NAIL SIZE TO MATCH EN.
5. MINIMUM PANEL DIMENSION IN EITHER DIRECTION IS 12".
6. SEE SHEAR WALL SCHEDULE FOR INFORMATION NOT NOTED.
7. EDGE NAILING INTO ALL PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED. STAINLESS STEEL MAY BE USED AS AN OPTION.
8. SHEAR WALL LENGTH ON PLAN INDICATES MINIMUM, CONTINUOUS REQUIRED LENGTH.
ACTUAL SHEAR WALL LENGTH SHALL EXTEND TO WALL ENDS, CORNERS, OR OPENINGS PER ARCH DWGS UNO.
9. COORDINATE SIDE OF WALL TO RECEIVE SHEATHING WITH ARCH DWGS. NOTIFY ARCHITECT OF CONFLICTS PRIOR TO COMMENCING ANY WORK.
10. MAX ALLOWABLE OPENING IN SHEATHING = 6"x6"; MIN SPACING BTWN OPENINGS = 48".
OPENINGS SHALL NOT CREATE NOTCHES IN WALL STUDS. OPENINGS LARGER THAN 6"x6" ARE NOT PERMITTED UNLESS SPECIFICALLY NOTED ON PLAN.
STAGGERED
NAILING DETAIL
EDGE NAILING
(EN) PER SCH
FIELD NAILING
(FN)
EN SHALL BE EQUALLY
DISTRIBUTED TO EA
TOP PL
HOLDOWN
PER PLAN
SILL PL PER SCH
w/ HDG EN TYP
DBL TOP PL
EDGE BLOCKING w/
EN PER SCHEDULE
INTERIOR EDGE
ELEVATION
POST WHERE OCCURS
3x
ANCHOR BOLT
PLACEMENT
2x4 OR 2x6
2x8 & LARGER
1 3/4" @ 2x42 3/4" @ 2x6 CL @ (2) SIDED
2 3/4" @ ONE
SIDED STUD;
PL WASHER
PER SCH
3/8"
1/2"
3/8"
SEE PLAN NOTES
SHEAR WALL EXTENT
FS FS
PANEL JT MIN
1/2" 3/4"
MIN
1/2"
HOLDOWN POST
ANCHOR BOLTS
PER SCH
PL WASHER
PER WOOD
NOTES
1/2" MAX EDGE
OF WASHER TO
EDGE OF SILL
D
C
C
B
C
SHEATHING
PER SCH A
OPEN
NOTES:
1. OPENINGS TO BE 4'-0" SQUARE MAXIMUM
SPACING NO CLOSER THAN 6'-0"CC
2. OPENINGS IN SHEAR WALLS NOT PERMITTED
UNLESS SPECIFICALLY DETAILED ON PLAN
STUD WALL FRAMING
2x4 BLKG MIN,
TYP
SIMPSON
ST22 TYP
(2) 2x SILL,
MATCH DEPTH
OF FRAMING UNO
WALL SHEATHING
WHERE OCCURS
KING STUDS, TRIMMERS, AND
HEADERS PER UNO
4 S5.21
SIMPSON DRIVE SCREW SPLICE
SIMPSON DRIVE SCREW SPLICE
NOTE:
FASTENERS WILL OCCUR AT EA SIDE OF SPLICE TO ESTABLISH CONTINUITY OF DBL TOP PL.
DBL 2x TOP PL
2 1
(10) 1/4"Øx3" SDS
EQUALLY SPACED
SPLICE
4'-0" MIN
MIN
6"
MIN
6"
SPLICE
4'-0" MIN
DBL 2x TOP PL
(20) 1/4"Øx3" SDS
EQUALLY SPACED
CL SPLICE
CL SPLICE
(2) ROWS, STAGGERED, OF
(10) 1/4"Øx3" SDS EQUALLY
SPACED (20) SDS TOTAL
(2) ROWS, STAGGERED, OF
(5) 1/4"Øx3" SDS EQUALLY
SPACED (10) SDS TOTAL
1/S5.31
NOTES:
A. APA RATED SHEATHING GRADE.
B. ALL TOP PLATES SHALL BE (2) 2x NOMINAL UNO ON SECTIONS OR DETAILS. NAILING SHALL BE STAGGERED BETWEEN PLATES.
C. FOR SHEAR WALL NAILING AND FRAMING REQUIREMENTS, SEE .
D. PROVIDE 12" LONG ANCHOR BOLTS EXCEPT AT CONCRETE OVER METAL DECK WHERE A MINIMUM OF 5" EMBEDMENT IS REQUIRED.
PROVIDE 18" LONG ANCHOR BOLTS AT CURBS, TYP. SEE WOOD NOTES ON GENERAL NOTES SHEET FOR WASHER REQUIREMENTS.
SHEAR WALL SCHEDULE
15/32" APA RATED SHEATHING
15/32" SHTG
ONE SIDE
STUDS & BLKG
@ PANEL
JOINTS
2x
SILL & TOP
PLATES
SHEATHING
EDGE NAILING
10d @ 3"CC
STAGGERED
10d @ 6"CC
ANCHOR BOLT
SPACING
5/8"Ø @ 48"CC
SHEATHING
MATERIAL
15/32" SHTG
ONE SIDE
15/32" SHTG
ONE SIDE
15/32" SHTG
ONE SIDE
15/32" SHTG
(2) SIDES
15/32" SHTG
(2) SIDES
15/32" SHTG
(2) SIDES
2x
3x
3x
3x
ALL STUDS
3x
ALL STUDS
3x
ALL STUDS
2x
2x TYP UNO
3x @ FND
2x TYP UNO
3x @ FND
2x TYP UNO
3x @ FND
2x TYP UNO
3x @ SILL PL
2x TYP UNO
3x @ SILL PL
10d @ 4"CC
10d @ 2"CC
STAGGERED
10d @ 3"CC
STAGGERED
10d @ 2"CC
STAGGERED
10d @ 4"CC
5/8"Ø @ 32"CC
5/8"Ø @ 32"CC
5/8"Ø @ 24"CC
5/8"Ø @ 24"CC
5/8"Ø @ 16"CC
5/8"Ø @ 12"CC
2x
A B C D
Mk
1 2
3 4
5 6
7 NOTES:
1. HD ANCHORS DO NOT REPLACE SILL BOLTS AT FOUNDATION.
2. DOUBLE HOLDOWN CONDITION, INDICATED WITH (2).
3. REFER TO HOLDOWN DETAILS ON SHEET .
HD ANCHOR AND POST SCHEDULE
HDU2
ROD
DIAMETER
5/8"
POST @
SINGLE HD
MINIMUM
(2) 2x
POST @
DOUBLE HD
MINIMUM
4x
HOLDOWN
Mk
2 4
5 8
11 14
HDU4
HDU5
HDU8
HDU11
HDU14
5/8"
5/8"
7/8"
1"
1"
(2) 2x
(2) 2x
4x
6x
6x
4x
4x
6x
8x
8x
EPOXY ANCHOR
EMBED @ (E) FDN
12"
12"
12"
12"
12"
12"
S5.32
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
S
S TA TE O F CAL I FO R N I A
STRUCTURAL
R
ROFE P
ED
ER T IS
GE
SI N
ENGINEER
O AL
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
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L11
AL
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RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S5.31
TYPICAL WOOD
SHEAR WALL AND
HOLDOWN DETAILS
23604-01
DETAIL NO SCALE
S5.31
1 SHEAR WALL NAILING
610SD025
DETAIL NO SCALE
S5.31
2 OPENING IN WALL
SHEATHING
610SD030
DETAIL NO SCALE
S5.31
3 TOP PLATE SDS SPLICE
620SD200
S5.31
A
610SD001
S5.31
B
610SD200
APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE
TYPICAL DETAILS
1 PLAN CHECK
COMMENTS
11/01/2024
C REVISIONS 11/01/2024
ANCHOR ROD
SEE SCHEDULE
NO CURB WITH CURB
SIMPSON HDU TYPE
HOLDOWN SEE PLAN
FOR SIZE AND LOCATION
OVERSIZE HOLE FOR HD
BOLT AS REQD FOR NO
CONTACT WITH BOLT
SIMPSON SDS SCREWS
1/4"Ø x 2 1/2", INSTALL PER
MFR RECOMMENDATIONS
(2) ROWS SP EN
FULL HEIGHT
SILL PL
HD POST
PER
TYP
B
S5.31
B
S5.31
2 S5.32
(E) CONC STEM
WALL
TYP ALL AROUND
3" CLR MIN
2x STUD
KING/HD POST
PER TYP
PLAN
2x TRIMMER
T-CORNER AT DOOR
EN
EN
2x STUD
MIN
EN
AT WINDOW
SILL BOLTS
PER SCH TYP
AT CORNER
EN TYP
SIMPSON HDU
PER TYP
EN AT HD
POST TYP
EN SHTG
16d@16"CC
2x TRIMMER
MIN
3"
MIN
3"
MIN
3"
MIN
3"
2" @ HDU11
1 1/2"TYP
B
S5.31
1 S5.32
1" CLR
1" CLR
1" CLR
1" CLR
DETAIL NO SCALE
S5.32
1 HOLDOWN AT
FOUNDATION
610SD201
DETAIL NO SCALE
S5.32
2 HOLDOWN PLACEMENT
AT FOUNDATION
610SD205
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
S
S TA TE O F CAL I FO R N I A
STRUCTURAL
R
ROFE P
ED
ER T IS
GE
SI N
ENGINEER
O AL
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S5.32
TYPICAL WOOD
SHEAR WALL AND
HOLDOWN DETAILS
23604-01
APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE
TYPICAL DETAILS
1 PLAN CHECK
COMMENTS
11/01/2024
C REVISIONS 11/01/2024
NOTES:
1. USE J2 MINIMUM AT DOOR OPENINGS.
2. USE J2 AT 4'-0" MAX OPNGS IN 20GA WALLS (ALL STUD DEPTHS), 8"x18GA WALLS AND 4"x14GA WALLS.
3. USE 18GA MIN HEADERS AT 12'-0" MAX OPNGS IN 8" WALLS.
4. USE 16GA MIN HEADERS AT 16'-0" MAX OPNGS IN 3 5/8" & 4" WALLS.
5. USE 14GA MIN HEADERS AT 16'-0" MAX OPNGS IN 6" & 8" WALLS UNO.
6. USE HC4-10 HEADERS AT 16'-0" MAX OPNGS IN 8"x14GA WALLS.
7. FOR JAMB, HEADER, AND SILL DETAILS, SEE SHEET
8. "H4-8" INDICATES HEADER TYPE AND DEPTH OF VERTICAL STUD ELEMENTS INSIDE HEADER. "HC4-8" INDICATES COMPOSITE HEADER w/ ADDL SCREW REQUIREMENTS, SEE SCHEDULE & .
9. FOR CONNECTION @ BASE OF WALL AT JAMBS SEE .
10. FOR CONNECTION @ TOP OF WALL AT JAMBS SEE .
11. 'W' WIDTH IS THE MAX WIDTH OF A SINGLE OPENING OR THE COMBINED WIDTH OF SIDE BY SIDE OPENINGS THAT SHARE A SINGLE JAMB STUD CONFIGURATION.
12. FOR HEADERS & SILLS, OPENINGS UP TO 1 1/4" MAX ARE ACCEPTABLE FOR CONDUIT. LOCATE OPENING AWAY FROM CLIPS & FLANGES. (2) HOLES MAX PER HEADER SPACED AT 8" MIN.
6/S5.41
-/---
INTERIOR WALL OPENING
FRAMING SCHEDULE
'W'11
MAX WIDTH
8'-0"
12'-0"
4'-0"
JAMBS
J2
J3
J11,2 H2
H4
HC4-83,8
HEADER
DEFLECTION LIMIT = L/120
8"CC 4"CC
S1
S2
S3
SILL
HC4-8 SCREW SPCG
3 5/8" & 4"
WALLS
6" & 8"
WALLS
S5.42
8/S5.42
1/S5.41
NOTES:
1. STUDS SHALL BE DEPTH AS INDICATED ON ARCH DRAWINGS AND GAUGE AS DETERMINED BY THIS SCHEDULE.
2. FOR TYPICAL WALL FRAMING CONDITIONS, SEE .
3. DESIGNATION CONFORMS TO STEEL STUD MANUFACTURER'S ASSOCIATION STANDARDS.
4. FOR WALL SUPPORTED CABINET INSTALLATION, SEE .
5. THE MAX HEIGHTS NOTED IN THIS SCHEDULE ARE BASED ON THE USE OF SEISMIC COMPONENT LOAD FP OR A LIVE LOAD OF 5PSF, WHICHEVER GOVERNS.
INTERIOR METAL STUD PARTITIONS
16"CC SPACING
DEPTH
3 5/8"
MAXIMUM HEIGHT FOR METAL STUDS WITH SDS = 0.75, IP = 1.0 DEFLECTION LIMIT L/120, NON-BEARING WITH CABINET OR EQUIPMENT 3 5/8"
3 5/8"
3 5/8"
4"
4"
4"
4"
6"
6"
6"
6"
8"
8"
8"
8"
GAUGE
20 18
16 14
20 18
16 14
20 18
16 14
20 18
16 14
DESIGNATION 3
362S162-33
362S162-43
362S162-54
362S162-68
400S162-33
400S162-43
400S162-54
400S162-68
600S162-33
600S162-43
600S162-54
600S162-68
800S162-33
800S162-43
800S162-54
800S162-68
MAX HEIGHT
15'-10"
17'-6"
20'-3"
22'-0"
16'-7"
18'-0"
22'-0"
24'-0"
21'-0"
25'-0"
31'-9"
35'-0"
22'-3"
30'-6"
40'-0"
44'-9"
9/S5.42
TRACK ATTACHMENT
AT JAMB STUDS
NOTES:
1. SCHEDULE INDICATES TRACK ATTACHMENTS REQUIRED
WHERE JAMB STUDS OCCUR. SEE TYPICAL SILL AND TOP
TRACK ATTACHMENT DETAILS FOR BASIC ATTACHMENT
METHODS (I.E. WOOD SCREWS, SMS, ETC.) &
CONDITIONS BEYOND JAMB STUDS.
2. LOCATE ALL REQUIRED ATTACHMENTS AS CLOSE TO
JAMB STUDS AS POSSIBLE. MAINTAIN ALL FASTENER
SPACING AND EDGE DISTANCE REQUIREMENTS. AT SMS,
MAINTAIN 1.5 x DIAMETER MIN EDGE DISTANCE &
SPACING. AT SDS SCREWS, SPACE NO CLOSER THAN 3"
BETWEEN SCREWS AND NO MORE THAN 6" FROM END OF
TRACK.
JAMB
TYPE
J1
J2
J3
SDS25212
1 TRACK ATTACHMENT METHOD
SMS
1 2 2
3 3
SILL TRACK
ANCHORAGE
SEE
OPEN
(USE COMBINED OPNG
WIDTH FOR SIZING OF
JAMB STUDS BTWN OPNGS)
HEADER SIZE PER
OPEN
BRIDGING WHERE WALL
FINISH DOES NOT
OCCUR, SEE
SILL SIZE PER
CONDITION WHERE OPENING
OCCURS @ DOOR/WINDOW
JAMB STUDS
JAMB STUDS FOR
WINDOW OPNG FULL HT
SEE
OPEN
OPEN
FULL HT JAMB STUDS
TYP, SEE
INTERIOR MTL STUDS, REFERENCE
ARCH FOR STUD DEPTH & SPCG;
FOR GAUGE & HEIGHT LIMITATIONS SEE
INFILL STUD AS NEEDED
TO ACCOMMODATE OPNG
SIZE
SLOTTED SLIP
TRACK TO MATCH
STUD DEPTH
SEE
SILL TRACK ATTACH
@ JAMB SEE
TOP TRACK ATTACH
@ JAMB, SEE
TYPICAL TRACK ATTACH @ TOP
OF WALL, SEE
SILL TRACK TO MATCH
STUD GAUGE, ATTACH
TO STUDS PER
3 S5.41
6 S5.41
2 S5.41
A
S5.41
A
S5.41
A
S5.41
A
S5.41
6 S5.41
5 S5.41
B
S5.41
@ MULTIPLE OPNGS
'W'
'W'
6" MIN TYP
9" MAX
6" MIN
9" MAX
6" MIN
9" MAX
LAP WEBS OF TOP
TRACKS @ SPLICES
1'-8" MIN w/ 18GA BENT
PL CONNECT w/ (6)
#10 SMS EA SIDE TYP
CL TRACK SPLICE
OR HOLE
11 S5.42
2 S5.41
D
(E) 2x JOIST @ 24"CC
MAX
16 GA L CLIP w/
(2) #10 WOOD SCREWS
EA RAFTER
(2) #10 SMS
EA CLIP
(2) #10 WOOD
SCREWS EA 2x
JOIST
SLOTTED SLIP TRACK
SEE
PARALLEL
CONDITION
PERPENDICULAR
CONDITION
SLOPED
CONDITION
(3) #10 WOOD
SCREWS EA
2x BLKG
SLOTTED SLIP TRACK
SEE
2x BLKG @
48"CC MAX
1/2" GAP
3 S5.41
3 S5.41
NOTES:
1. SEE OTHER DETAILS FOR ATTACHMENTS OF T&B
TRACK TO STRUCTURE. SCREWS & SHOT PINS @
WEBS OF SLIP TRACKS SHALL BE LOCATED IN
SLOTTED HOLES PROVIDED BY MFR.
2. FOR ADDL INFO @ FIRE RATED WALLS, SEE ARCH
(FOR WALL TYPE, DETAILS ETC...) & MFR UL LISTING.
3. D = STUD DEPTH
4. WHERE SLOPE OF SUPPORTING STRUCTURE IS
GREATER THAN 1:12, A NESTED TRACK ASSEMBLY
SHALL BE USED.
5. OUTER TRACK TO BE 1.5" DEEP MIN, 2" DEEP MAX IN
NESTED TRACK ALTERNATE.
INNER 2 1/2" DEEP
LEG TRACK,
18GA MIN
OUTER TRACK 18GA
MIN @ INT, 16GA MIN
@ EXTERIOR
TYP STUD TO TRACK
STUD ENDS TO
BEAR ON TRACK
WEB TYP UNO
TOP OR BOTTOM TRACK,
HEADER OR SILL
WALL STUD
#10 SMS EA SIDE,
EA STUD TYP
WAFER HEAD SMS
EA SIDE w/ SIZE PER
MFR, USE #8 MIN
MTL STUDS, SEE
SECTIONS
TYP STUD TO SLIP TRACK
SLOTTED SLIP TRACK TO MATCH
WALL DEPTH & GA (18GA MIN
@ INT & 16GA MIN @ EXT). SPLICE
@ STUDS PER MFR RECOMMENDATIONS
NESTED TRACK ALTERNATE
MIN
1"
1 / 2 "
CLR
MIN
1 1/2D MIN
1 1/2D
1 / 2 "
GAP
1 "
MIN
T.O.STUD
EDGE OF WEB
PUNCH-OUT
WHERE OCCURS
HIGHEST FASTENER
FOR FINISHES
TOP OF
TRACK
GYP BD
ATTACHMENT
EDGE OF WEB
PUNCH-OUT
WHERE OCCURS
GAP
7/16"
MTL STUDS
SEE SECTIONS
STD TRACK TYP
SDS25212 @
16"CC @ CL
TRACK
TYPICAL CONDITION
CL SCREW & TRACK TYP
OFFSET AS REQD TO
MEET EDGE DISTANCES
NOTED BLW
WHERE OCCURS
1 1/2" MIN @ EDGE OF DECK
PLYWOOD o/ WOOD
FLOOR JOISTS, TYP
JAMB
PER
TRACK CONTINUES
UNDER WINDOW OPNGS
WHERE OCCUR
TRACK ATTACHMENT
SEE
PLYWOOD OVER WOOD
FLOOR JOISTS, TYP
ATTACH EA JAMB STUD
TO TRACK, SEE
TRACK ATTACHMENTS
@ JAMB STUDS SEE
LOCATE
ATTACHMENTS
EQUALLY EITHER SIDE OF
JAMB WHERE TRACK
OCCURS ON BOTH SIDES.
MTL STUD TRACK
TO MATCH SIZE
& GA OF STUDS
3 S5.41
C
S5.41
5 S5.41
A
S5.41
9" MAX
6" MAX
3" MIN
JAMB STUD
(3) #12 WOOD SCREWS
NOTES:
1. PROVIDE CLIP AT ALL EXTERIOR WALL JAMB STUDS AT SLOTTED TRACKS. PROVIDE CLIP AT ALL INTERIOR WALL DEFLECTION TRACKS WHERE OPENING WIDTH IS GREATER THAN 8'-0" WIDE.
2. CLIP TO OCCUR ONE SIDE OF J2 JAMBS, BOTH SIDES OF J3 & J4 JAMBS. 16GA CLIP w/ 3/16x2 1/2"
SLOTTED HOLES
3"
STUD
WIDTH - 1/2"
5"
2 1/2" 2 1/2"
1" 1/4"
1/2"
GAP
1 "
1 / 2 "
1 "
(4) #8 WAFER HEAD
SMS, CLIP TO JAMB
D
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
S
S TA TE O F CAL I FO R N I A
STRUCTURAL
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7 S
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S5.41
TYPICAL INTERIOR
PARTITION WALL
DETAILS
23604-01
APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE
TYPICAL DETAILS
S5.41
A
542SD014
S5.41
B
542SD033
S5.41
C
540SD017
DETAIL NO SCALE
S5.41
1 FULL HEIGHT INTERIOR
METAL STUD WALL
542SD011
DETAIL NO SCALE
S5.41
2 SLIP TRACK TO WOOD
SAWN LUMBER FRAMING
635SD017
DETAIL NO SCALE
S5.41
3 STUD TO TRACK
CONNECTION
540SD014
DETAIL NO SCALE
S5.41
5 SILL TRACK TO WOOD
FLOOR (NON-JAMB
CONDITION)
542SD008
DETAIL NO SCALE
S5.41
6 JAMB STUD AT SILL
TRACK
542SD002
DETAIL NO SCALE
S5.41
7 JAMB STUD CLIP AT SLIP
TRACK
542SD049
1 PLAN CHECK
COMMENTS
11/01/2024
C REVISIONS 11/01/2024
D REVISIONS 12/09/2024
D
LIGHT GAUGE STUDS
TRACK TO MATCH
SIZE AND GAUGE
OF WALL STUDS
CLIP L2x2 TO MATCH STUD
GA x STUD WIDTH LESS 1/2"
w/ (3) #10 SMS EA LEG
4 JAMB
S5.42
LIGHT GAUGE STUDS
CLIP L2x2 TO MATCH STUD
GA x STUD WIDTH LESS 1/2"
w/ (3) #10 SMS EA LEG, T&B
OF SILL TYP
STUD AND TRACK
TO MATCH SIZE
AND GAUGE OF
WALL STUDS
#10 SMS
@ 12"CC TYP
4 JAMB
S5.42
LIGHT GAUGE STUDS
CLIP L2x2 TO MATCH STUD
GA x STUD WIDTH LESS 1/2"
w/ (3) #10 SMS EA LEG, T&B
OF SILL TYP
STUD AND TRACK
TO MATCH SIZE
AND GAUGE OF
WALL STUDS
#10 SMS
@ 12"CC TYP
JAMB 4
S5.42
J2
ALTERNATE DOUBLE STUD ATTACHMENT
AT INTERIOR STUDS IN LIEU OF WELDING
PL1x3x18GA @ BOTH SIDES @ 24"CC
w/ #10 SMS TO EA STUD
J1 J3
1/8 1-24
TYP EA
SIDE
NOTE: JAMB STUDS TO MATCH SIZE AND GAUGE OF
WALL STUDS.
EXTERIOR
INTERIOR
(4) STUDS TYP
TYP TRACK
STUD OR TRACK
TYP TRACK
#10 SMS
@ 12"CC
STUD
#10 SMS
@ 12"CC
TOP TRACK LAYOUT - EXTERIOR
TOP TRACK LAYOUT - INTERIOR
#10 SMS, TYP
TRACK/WALL
WIDTH +2"
FULL HT
TRACK
STUD
TRACK
TRACK
TYP STUD #10 SMS @
12"CC TYP
EXTERIOR
INTERIOR
#10 SMS @
12"CC TYP
TOP TRACK LAYOUT - EXTERIOR
TOP TRACK LAYOUT - INTERIOR
#10 SMS, TYP
LIGHT GAUGE STUDS
CLIP L2x2 TO MATCH STUD
GA x STUD WIDTH LESS 1/2"
w/ (3) #10 SMS EA LEG, T&B
OF HEADER TYP
STUD AND TRACK
TO MATCH SIZE
AND GAUGE OF
WALL STUDS
#10 SMS
@ 12"CC TYP
4 JAMB
S5.42
LIGHT GAUGE STUDS
(4) #10 SMS
EA SIDE OF
BOX HDR
TRACKS TO MATCH
SIZE & GA OF WALL
STUDS TYP
STUDS TO MATCH SIZE & GA
OF WALL STUDS UNO. AT H4-8
USE 8" MIN DEEP STUDS
AT H4-10 USE 10" MIN DEEP
STUDS SEE
CLIP L2x2 TO MATCH STUD
GA x STUD WIDTH LESS 1/2"
w/ (3) #10 SMS EA LEG, T&B
OF HEADER TYP
#10 SMS @
12"CC TYP
AT HC-4, REDUCE SCREW
SPACING PER SCHEDULE
4 JAMB
S5.42
A
S5.41
A
S5.41
D
D
MEDICAL EQUIPMENT
OR CABINETS. SEE
ARCH FOR ATTACHMENT
TO BACKING TRACKS
BACKING TRACK BEHIND
ALL ATTACHMENTS TYP
SEE 10
S5.42
AT INTERIOR WALLS, REDUCE
SDS SCREW SPACING TO 8"CC
WHERE FLOOR=MOUNTED,
WALL-BRACED OR
WALL-MOUNTED EQUIPMENT
OCCURS
WALL TRACK TOP TO
ROOF FRMG PER 2
S5.41
1 S5.41
WALL FRMG,
SEE
5 S5.41
SINGLE BAY CONDITION CONTINUOUS CONDITION
NOTE:
IN LIEU OF TRACK, THE FOLLOWING BACKING OPTIONS MAY BE USED. ATTACH TO STUDS AS NOTED ABOVE:
A. 6"x16GA FLAT STRAP FOR MAX LOADS OF 20 LBS/FT w/ A MAX CONCENTRATED LOAD OF 50 LBS. STRAP SHALL BE CONT OVER 3 STUDS MIN.
B. 6"x16GA (600NS050-54) NOTCHED STUD BACKING BY SCAFCO OR APPROVED EQUAL.
FINISH,
SEE ARCH
FINISH,
SEE ARCH
6"x16 GA UNPUNCHED
MTL BACKING TRACK,
CLIP FLANGES TO CLEAR
STUDS
MTL STUDS
(4) #10 SMS EA
END BACKING PL
(4) #10 SMS
EA STUD TYP
LAP FULL WIDTH
OF STUD AT
BACKING TRACK
SPLICES
PLAN ELEVATION PLAN ELEVATION
MTL STUDS
6"x16 GA UNPUNCHED
MTL BACKING TRACK,
CLIP FLANGES TO CLEAR
STUDS
STRAP BRIDGING
FOR ANY SIZE STUD
1 1/2"x20 GA
STRAP CONT
@ 4'-0"CC
MAX VERT
SPACING
MTL STUD OR TRACK BLKG TO
MATCH STUD GA AT EA END OF
WALL AND 8'-0"CC TYP. COPE
TRACK AS REQD TO EXTEND INTO
STUD
(4) #10 SMS AT STRAP
TO BLKG AND #10 SMS
STRAP TO EA STUD
CLIP L2x2 TO
MATCH STUD GA
x STUD WIDTH
LESS 1 1/2" w/
(2) #10 SMS EA
LEG
COLD ROLLED CHANNEL (CRC) BRIDGING
FOR 8" OR SMALLER STUDS
NOTES:
1. BRIDGING FOR 8" AND SMALLER STUDS MAY BE CONSTRUCTED OF COLD-ROLLED CHANNEL OR STRAPS AT CONTRACTOR'S OPTION UNLESS NOTED OTHERWISE.
2. WHERE FULL HEIGHT SHEATHING OR GYP BOARD OCCURS ON BOTH SIDES OF METAL STUD FRAMING, THE BRIDGING MAY BE OMITTED.
3. AT COND WHERE STRAP BRIDGING IS USED & WHERE WALL SHEATHING OR GYP BOARD OCCURS ON ONE SIDE OF WALL ONLY, STRAP MAY BE OMITTED ON SIDE OF WALL WHERE SHEATHING OR GYP OCCURS. (2) #10 SMS
CLIP L1 1/2x1 1/2x18 GA
(WIDTH OF STUD - 1/2")
w/ (2) #10 SMS TO STUD
SPLICE STRAP
AT BLKG AS
REQUIRED
CRC 1 1/2"x18GA
CONT BRIDGING
AT 4'-0"CC MAX
VERT SPACING
ALTERNATE BRIDGING CONNECTION
FOR 8" OR SMALLER STUDS
SIMPSON SUBH3.25
BRIDGING
CONNECTOR
ONE #10 SMS
IN ROUND
HOLE ONLY
CRC 1 1/2"x18GA CONT
BRIDGING AT 4'-0"CC
MAX VERT SPACING
600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
S
S TA TE O F CAL I FO R N I A
STRUCTURAL
R
ROFE P
ED
ER T IS
GE
SI N
ENGINEER
O AL
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
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L11
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RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
REVISION DATE
WILLIAM A.
ANDREWS
No. 3773
PLAN CHECK 2 12/09/2024
S5.42
TYPICAL INTERIOR
PARTITION WALL
DETAILS
23604-01
APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE
TYPICAL DETAILS
DETAIL NO SCALE
S5.42
1 S1 SILL 540SD005
DETAIL NO SCALE
S5.42
2 S2 SILL 540SD006
DETAIL NO SCALE
S5.42
3 S3 SILL
540SD007
DETAIL NO SCALE
S5.42
4 JAMB
540SD001
DETAIL NO SCALE
S5.42
5 WALL CORNER 540SD010
DETAIL NO SCALE
S5.42
6 TEE-INTERSECTION 540SD011
DETAIL NO SCALE
S5.42
7 H2 HEADER
540SD002
DETAIL NO SCALE
S5.42
8 H4/HC-4 HEADER
540SD003
DETAIL NO SCALE
S5.42
9 EQUIPMENT/CABINETRY
BACKING
540SD016
DETAIL NO SCALE
S5.42
10 BACKING ATTACHMENT 540SD013
DETAIL NO SCALE
S5.42
11 STUD BRIDGING
540SD004
1 PLAN CHECK
COMMENTS
11/01/2024
C REVISIONS 11/01/2024
D REVISIONS 12/09/2024
C2
48" MAX.
20" MAX.
44" MAX.
20"-25" MAX.
48" MAX.
15" MIN.
48" MAX.
46" MAX.
10" MAX. 10"-24" MAX.
ADA GUIDELINES - FRONT ACCESS
ADA STANDARDS FOR ACCESSIBLE DESIGN
INSTALL ABOVE COUNTER
DEVICE AT 44" ABOVE
FINISHED FLOOR.
INSTALL ABOVE COUNTER
DEVICE AT 40" ABOVE
FINISHED FLOOR.
INSTALL DEVICE AT 18"
ABOVE FINISHED FLOOR.
ADA GUIDELINES - SIDE ACCESS
INSTALL DEVICE AT 44"
ABOVE FINISHED FLOOR.
INSTALL DEVICE AT 42"
ABOVE FINISHED FLOOR.
1. UNLESS NOTED OTHERWISE, THE SIZE OF EACH BRANCH DUCT TO AN AIR TERMINAL SHALL MATCH THE INLET SIZE.
2. ALIGN TEMPERATURE SENSORS WITH LIGHT SWITCHES WHEN IN CLOSE PROXIMITY TO EACH OTHER.
3. PROVIDE ACCESS DOORS AT ALL DUCT MOUNTED EQUIPMENT.
VENTILATION GENERAL NOTES:
1. PIPE DRAIN LINES FROM EQUIPMENT TO NEAREST FLOOR DRAIN.
2. INSTALL ALL REFRIGERANT LIQUID AND SUCTION PIPING SIZED PER EQUIPMENT MANUFACTURER RECOMMENDATIONS.
PIPING GENERAL NOTES:
MECHANICAL GENERAL NOTES:
THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED
TO, FIRE PROTECTION, PLUMBING, MEDICAL GAS, VENTILATION, PIPING AND TEMPERATURE CONTROL.
1. DRAWINGS SHOWING LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC. ARE DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS.
DRAWINGS SHOW THE GENERAL ARRANGEMENT OF DUCTWORK, PIPING, EQUIPMENT, ETC.,
AND MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED FOR COMPLETE INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT.
2. CATALOG AND MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN AS AN AID TO THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR
IS RESPONSIBLE FOR THE COMPLETE DESCRIPTION OF MATERIAL SCHEDULED ON THESE DRAWINGS AND IN THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE
MATERIAL AND SCHEDULED PERFORMANCE TAKES PRECEDENCE OVER THE MODEL NUMBER. THE FIRST MANUFACTURER SCHEDULED IS THE BASIS OF DESIGN.
3. DETERMINATION OF QUANTITIES OF MATERIAL AND EQUIPMENT REQUIRED SHALL BE MADE BY THE CONTRACTOR FROM THE DOCUMENTS. WHERE MATERIAL AND/OR QUANTITY
DISCREPANCIES ARISE BETWEEN DRAWINGS, SCHEDULES AND/OR SPECIFICATIONS, THE HIGHER QUALITY/ GREATER NUMBER SHALL GOVERN.
4. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CLEARANCES FROM
ARCHITECTURAL, STRUCTURAL, SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR PHYSICALLY AT SITE. REVIEW ALL DRAWINGS, INCLUDING THOSE OF OTHER TRADES.
5. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE
CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES. BRING ANY INTERFERENCES
OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH FABRICATION OR EQUIPMENT ORDERS.
6. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE
REASONABLE ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER ACCESS.
7. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO
COORDINATE SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR EXPENSE TO OTHERS.
8. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL
CHANGES REQUIRED FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF DESIGN.
9. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY
AUDIO/VISUAL, AND OTHER MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES.
10. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, AND FINISH.
11. IN AREAS WITH DRYWALL CEILINGS COORDINATE LOCATIONS OF ACCESS PANELS WITH THE GC FOR ACCESS TO VALVES, DUCTWORK ACCESSORIES, DAMPERS, ETC. COORDINATE PANEL TYPE AND COLOR WITH ARCHITECT. NOTIFY THE GC OF THE REQUIRED ACCESS PANELS PRIOR TO BIDDING.
12. SEAL ALL FLOOR, WALL, AND ROOF PENETRATIONS AIRTIGHT WHERE CONDUITS, PIPING, AND DUCTS PENETRATE. PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF SHALL BE
SEALED AIRTIGHT WITH WATERPROOFING MATERIALS RECOMMENDED BY MANUFACTURER FOR OUTDOOR USE.
13. CAULK ALL PIPE AND DUCT PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL, PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE
TRANSMISSION FROM ONE ROOM TO ANOTHER AND TO PROVIDE THE DESIRED NC LEVELS WITHIN ROOMS.
14. WHERE PIPES AND DUCTS ARE SHOWN TO PENETRATE FLOORS, PROVIDE SLEEVED
OPENINGS WITH THE TOP EDGE RAISED ABOVE FLOOR SURFACE IN ACCORDANCE WITH ALL RELEVANT SPEC SECTIONS. SEAL SLEEVE PERIMETER TO BE WATERTIGHT.
15. EQUIPMENT SIZES AND SERVICE CLEARANCE REQUIREMENTS VARY AMONG DIFFERENT MANUFACTURERS. CONSULT APPROVED SHOP DRAWINGS FOR EQUIPMENT SIZES AND REQUIRED SERVICE CLEARANCES. COORDINATE WITH LAYOUT OF EQUIPMENT PADS, PIPING, DUCTWORK, ETC.
16. DO NOT BLOCK TUBE PULL OR EQUIPMENT SERVICE CLEARANCES.
17. MAINTAIN A MINIMUM WORKING CLEARANCE OF 3’-6” IN FRONT OF ALL ELECTRICAL
EQUIPMENT REQUIRING MAINTENANCE, INSPECTION, AND TESTING INCLUDING BUT NOT
LIMITED TO PANELS, DISTRIBUTION PANELS, SWITCHBOARDS, MOTOR CONTROL CENTERS, TRANSFORMERS, EQUIPMENT DISCONNECTS AND STARTERS.
18. MAINTAIN THE DEDICATED ELECTRICAL EQUIPMENT SPACE DEFINED BY THE WIDTH / DEPTH OF ELECTRICAL EQUIPMENT MEASURED FROM THE FLOOR TO A HEIGHT 6’-0” ABOVE THE EQUIPMENT OR THE STRUCTURAL CEILING, WHICHEVER IS LOWER. SYSTEMS FOREIGN TO
THE ELECTRICAL DISTRIBUTION SYSTEM ARE NOT ALLOWED IN THE DEDICATED ELECTRICAL SPACE INCLUDING: DUCTWORK, PIPING, ETC.
19. PROVIDE CONCRETE EQUIPMENT PAD FOR ALL FLOOR MOUNTED EQUIPMENT. PAD SHALL EXTEND MINIMUM 6” BEYOND ALL SIDES OF EQUIPMENT EXCEPT WHERE PAD EXTENSION
WOULD INTERFERE WITH WORKING SPACE AT EQUIPMENT CONTROL PANELS AND ELECTRICAL PANELS.
20. DO NOT EXCEED 25 LBS PER HANGER AND A MINIMUM SPACING OF 2'-0" ON CENTER WHEN
ATTACHING TO METAL ROOF DECKING (LIMITATION NOT REQUIRED WITH CONCRETE ON METAL DECK). THIS 25 LBS. LOAD AND 2'-0" SPACING INCLUDE ADJACENT ELECTRICAL AND ARCHITECTURAL ITEMS HANGING FROM DECK. IF THE HANGER RESTRICTIONS CANNOT BE ACHIEVED, SUPPLEMENTAL FRAMING OFF STEEL FRAMING SHALL BE ADDED. ANCHORS
EMBEDDED IN CONCRETE SHALL BE CRACKED CONCRETE APPROVED IN ACCORDANCE WITH SPECIFICATIONS.
MECHANICAL RENOVATION NOTES:
THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED
TO, FIRE PROTECTION, PLUMBING, MEDICAL GAS, VENTILATION, PIPING AND TEMPERATURE CONTROL.
1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS BEFORE PROCEEDING.
2. NOT ALL EXISTING DUCTWORK AND PIPING IS SHOWN. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK. NOTIFY ENGINEER OF ANY CONFLICTS WITH NEW WORK.
3. FIELD VERIFY THE AVAILABLE CLEARANCES FOR DUCTWORK AND PIPING BEFORE FABRICATION. RISES AND DROPS MAY BE NECESSARY BECAUSE OF EXISTING FIELD CONDITIONS.
4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CUTTING, REMOVAL AND PATCHING OF ROOFS, WALLS, AND FLOORS ASSOCIATED WITH WORK BY ALL CONTRACTORS.
CONTRACTORS SHALL NOTIFY THE GC OF AFFECTED AREAS PRIOR TO BIDDING.
5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF
CEILINGS, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL CONTRACTORS. NOTIFY THE CONTRACTOR OF AFFECTED AREAS PRIOR TO BIDDING.
6. WHERE EXISTING MECHANICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH
NEW EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL
EITHER ARRANGE NEW EQUIPMENT, PIPING, OR DUCTWORK IN SUCH A FASHION THAT IT
DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING MECHANICAL SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR DUCTWORK.
7. OBTAIN PERMISSION FROM OWNER BEFORE SHUTTING DOWN ANY SYSTEM FOR ANY REASON. MAINTAIN SERVICE TO ALL COMPONENTS THAT ARE TO REMAIN UNTIL NEW SYSTEMS ARE INSTALLED.
8. MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR TIE IN AND SWITCHOVER. DRAIN SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. OBTAIN PERMISSION FROM OWNER BEFORE PARTIALLY OR COMPLETELY DRAINING SYSTEM. MAKE CHANGEOVER TO NEW SYSTEMS WITH MINIMUM OUTAGE.
9. DISCONNECT AND REMOVE MECHANICAL DEVICES AND EQUIPMENT SERVING EQUIPMENT THAT HAS BEEN REMOVED.
10. PROPERLY RECLAIM AND DISPOSE OF ALL REFRIGERANT IN REMOVED EQUIPMENT/ REFRIGERANT PIPING. RECLAIMED REFRIGERANT SHALL HAVE DOCUMENTATION AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
11. THE OWNER INTENDS TO RE-USE THE EXISTING AIR-COOLED CHILLER, CHILLED WATER PUMPS, BOILERS, AND HEATING HOT WATER PUMPS AT OTHER LOCATIONS. CONTRACTOR
SHALL COORDINATE WITH THE OWNER AND TAKE CAUTION IN REMOVING THIS EQUIPMENT TO AVOID DAMAGE. CONTRACTOR IS RESPONSIBLE FOR RELOCATING THESE ITEMS TO A SEPARATE LOCATION COORDINATED WITH THE OWNER. THE CONTRACTOR SHALL DISPOSE OF EQUIPMENT THE OWNER DOES NOT WANT TO REUSE OR RETAIN.
HVAC ABBREVIATION KEY
ABBR: DESCRIPTION:
DPS DIFFERENTIAL PRESSURE SWITCH
AD ACCESS DOOR
AFF ABOVE FINISHED FLOOR
NIC NOT IN CONTRACT
SD SMOKE DAMPER
TD TRANSFER DUCT
UC-1 DOOR UNDERCUT BY OTHERS (1" TYPICAL)
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
N.C. NORMALLY CLOSED
N.O. NORMALLY OPEN
PS PRESSURE SWITCH
MV MIXING VALVE
SCCR SHORT CIRCUIT CURRENT RATING
DN DOWN
2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 1
2022 CALIFORNIA BUILDING CODE (CBC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 2
2022 CALIFORNIA ELECTRICAL CODE (CEC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3
2022 CALIFORNIA MECHANICAL CODE (CMC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 4
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 5
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA ENERGY CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 6
CALIFORNIA CODES OF REGULATIONS (CRR) TITLE 24, PART 9
2022 CALIFORNIA EXISTING BUILDING CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 10
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) CALIFORNIA CODES OF REGULATIONS (CCR) TITLE 24, PART 11 2022 CALIFORNIA REFERENCED STANDARDS CODE
CALIFORNIA DOE OF REGULATIONS (CCR) TITLE 24, PART 12
AMERICANS WITH DISABILITIES ACT (ADA)
TITLE II - ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAG) 1990 STATE FIRE MARSHAL REGULATIONS AND AMENDMENTS TO-DATE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, CALIFORNIA STATE
ACCESSIBILITY STANDARDS CALIFORNIA CODE
APPLICABLE CODES AND STANDARDS:
O OCCUPANCY SENSOR
DIRECTION OF AIR FLOW
FLEXIBLE DUCT
MANUAL VOLUME DAMPER
R RISE IN DIRECTION OF AIR FLOW
DUCT CAP
D DROP IN DIRECTION OF AIR FLOW
DUCT DOWN
DUCT UP
SUPPLY/OUTSIDE AIR DUCT SECTION
RETURN AIR DUCT SECTION
EXHAUST/RELIEF AIR DUCT SECTION
4-WAY DIFFUSER WITH BLANKOFF IN ONE DIRECTION
SD-1
6/115 AIR TERMINAL PROPERTIES SYMBOLNECK SIZE/CFM
DIFFERENTIAL PRESSURE SENSOR
P PRESSURE SENSOR/MONITOR
P PRESSURE SENSOR (DUCT MOUNTED)
T THERMOSTAT/SENSOR
T TEMPERATURE SENSOR (DUCT MOUNTED)
T THERMOSTAT/SENSOR WITH HEAVY DUTY ENCLOSURE
HVAC SYMBOL LIST
SYMBOL: DESCRIPTION:
NOT ALL SYMBOLS MAY APPLY.
CONTROL VALVE (TWO-WAY)
PITCH PIPE IN DIRECTION
UNION/FLANGE
PIPE CAP
PIPE DOWN
PIPE UP OR UP/DOWN
DIRECTION OF FLOW IN PIPE
SHUTOFF VALVE NORMALLY OPEN
SHUTOFF VALVE NORMALLY CLOSED
THROTTLING VALVE
SOLENOID VALVE
PRESSURE REDUCING VALVE (LIQUID/GAS)
PRESSURE REDUCING VALVE (STEAM)
"WYE" - STRAINER
"WYE" - STRAINER W/SHUTOFF VALVE AND HOSE CONNECTION WITH CAP
FLEXIBLE CONNECTION
PRESSURE/TEMPERATURE TEST PLUG
REDUCER - REFERENCE SPECIFICATION
FOR CONCENTRIC/ECCENTRIC AND FOT/FOB
DRAIN VALVE WITH HOSE CONNECTION AND CAP
HG REFRIGERANT HOT GAS
LIQ REFRIGERANT LIQUID
PC PUMPED CONDENSATE
SUC REFRIGERANT SUCTION
STATIC SWITCH
P PRESSURE GAUGE (FURNISHED WITH BALL VALVE)
P PRESSURE SENSOR (FURNISHED WITH BALL VALVE)
HVAC SYMBOL LIST
SYMBOL: DESCRIPTION:
NOT ALL SYMBOLS MAY APPLY.
SP
REF REFRIGERANT
CARBON DIOXIDE SENSOR
VIEW KEY
LINE TYPE AND TAG KEY:
NEW WORK BY THIS CONTRACTOR (WIDE LINE)
NEW
EXISTING TO BE REMOVED (SHORT DASHED PATTERN)
NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)
EXISTING TO REMAIN
EXISTING (NARROW LINE PATTERN)
EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)
WORK BY OTHERS (NARROW LINE)
WORK BY OTHERS (NARROW LINE)
EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN) HALFTONING DOES NOT MODIFY SCOPE.
'TAG'-(E) TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING 'TAG'-(R) TAGS WITH DASH 'R' INDICATES THE REFERENCED OBJECT IS REMOVED TAG-1 UNDERLINED TAG INDICATES OBJECT IS IN-SCOPE. IF NEW, ADDITIONAL
INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST
INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL
PLAN OR DETAIL NUMBER
PLAN OR DETAIL NAME
PLAN OR DETAIL SCALE
DETAIL REFERRED TO BY SECTION CUT
SHEET DETAIL IS LOCATED ON
NAME
1 VIEW NAME
1/8" = 1'-0"
1 M101
1 4
3 2
SIM SIM
INDICATES SIMILAR DETAIL REFERENCED
IN MULTIPLE LOCATIONS
LEVEL NAME
10'-0" HEIGHT ABOVE
PROJECT 0'-0"
1 KEYNOTE: INDICATES NOTE USED TO
DESCRIBE ADDITIONAL INFORMATION
ABOUT WORK REQUIRED, SPECIFIC
TO THE SHEET AND/OR DETAIL
N O R
H T
INDICATES DIRECTION OF TRUE NORTH
T101
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
RC
NDEN VA
,N I N G
CRAE
I T E C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M0.0
MECHANICAL
COVERSHEET
23604-01
HVAC SHEET INDEX
M0.0 MECHANICAL COVERSHEET
M1.1-1 OVERALL SITE PLAN - MECHANICAL
M2.0-1 FIRST FLOOR DEMOLITION PLAN - MECHANICAL
M2.0-2 BASEMENT DEMOLITION PLAN - MECHANICAL
M2.0-3 LOW ROOF DEMOLITION PLAN - MECHANICAL
M2.4-1 FIRST FLOOR REMODEL PLAN - MECHANICAL
M2.4-2 BASEMENT REMODEL PLAN - MECHANICAL
M2.4-3 EQUIPMENT YARD REMODEL PLAN - MECHANICAL
M2.4-4 LOW ROOF REMODEL PLAN - MECHANICAL
M4.0-1 MECHANICAL SCHEDULES
M4.0-2 MECHANICAL SCHEDULES
M5.0-1 DETAILS
M5.0-2 DETAILS
M5.0-3 DETAILS
M5.0-4 DETAILS
M5.0-5 DETAILS
M5.0-6 MECHANICAL AIRFLOW DIAGRAM
M6.0-1 CONTROL DIAGRAMS
M6.0-2 CONTROL DIAGRAMS
M6.0-3 CONTROL DIAGRAMS
M7.0-1 COMPLIANCE FORMS
M7.0-2 COMPLIANCE FORMS
M7.0-3 COMPLIANCE FORMS
M8.0-1 ENLARGED PLANS
M8.0-2 MECHANICAL SECTIONS
M8.0-3 MECHANICAL SECTIONS
GRAND TOTAL: 26
DUCT ABBREVIATION KEY
ABBR. DESCRIPTION
EA EXHAUST AIR
OA OUTSIDE AIR
RA RETURN/RELIEF AIR
SA SUPPLY AIR
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
ADDENDUM C 11/01/2024
ADDENDUM D 12/09/2024
D
UP
UP
24TH STREET
24TH STREET BYPASS
2101
0643
2102
M2.4-3
2 UNDERGROUND
REFRIGERANT
PIPING FROM
EQUIPMENT YARD
TO BASEMENT.
M2.4-3
1 REFER TO
ARCHITECTURAL
DETAILS 1, 3, AND 5
ON SHEET A8.0-2,
FOR WALL
OPENINGS FOR
REFRIGERANT PIPE
PENETRATIONS.
I
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9 AS.O
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FRANCN
4 0 8 0
H
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L11
AL
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RC
NDEN VA
,N I N G
CRAE
I T E C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M1.1-1
OVERALL SITE
PLAN -
MECHANICAL
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
N O R
H T
1 1/16" = 1'-0"
OVERALL SITE PLAN - MECHANICAL
ADDENDUM D 12/09/2024
D
T
T
T
T
T
T
1 A
2 B
C
E
5 F
3 D
30x26 30x24
30x22
30x20 28x20 24x20 24x16 24x12
20x12
12ø
12ø 12ø
12ø
12ø 12ø 12ø 12ø
12ø
12ø
10x26
18x12
18x12
12ø
12ø
12ø
12ø
12ø
20x12
24x20 24x16 24x12 24x12
30x20 30x24 30x26
30x26
20x12
20x12
8ø
12ø
8ø
12ø
10ø
10ø
10ø
12ø
12ø
12ø
12ø
12ø
22x14
22x12 22x12
12x8
18x12
10ø 12x12
10ø 10ø
20x10 20x12 22x14
12x12
10ø
10ø
10ø
8ø 8ø
7ø
8ø
8ø
10ø 14x10 RA THRU
FLOOR (TYP.10)
14x10 RA THRU
FLOOR (TYP.10)
14x14 RA
12x7 RA
12x7 RA
12x7 RA
12x4
12x4
14x8 14x8
14x14
6ø
14x14 EA
UP THRU ROOF
SG-E
18x8/150
(TYP.2)
SG-E
36x6/300
(TYP.3)
SG-E
48x6/500
SG-E
48x6/500
SG-E
48x6/630
SG-E
48x6/630
SG-E
48x6/630
SG-E
48x6/630
SG-E
48x6/630
SG-E
48x6/630
SG-E
48x6/630
SG-E
48x6/630
SG-E
48x6/630
SG-E
48x6/630
SG-E
48x6/630
SG-E
48x6/630
SG-E
48x6/630
SG-E
48x6/630
SG-E
48x6/630
SG-E
48x6/630
SG-E
48x6/630
SG-E
36x6/400
SG-E
32x6/330
(TYP.3)
SG-E
20x4/175
SG-E
16x4/100
SG-E
36x8/330
(TYP.3)
SG-E
8x4/150
SG-E
18x4/130
SG-E
10x4/50
EG-E
10x8/150
EG-E
10x8/150
EG-E
12x10/200
EG-E
12x10/200
18x16
14x16
8x12
SG-E
SG-E
SG-E
SG-E
12ø
SG-E
48x6/630
2 M8.0-2
_____
1 M8.0-2
_____
1 M8.0-3
_____
14x14 EA
UTR
FLUE VENTS UP
THRU ROOF
14x14 EA
UP THRU ROOF
12x4 EA
UP THRU ROOF
I
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9 AS.O
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FRANCN
4 0 8 0
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L11
AL
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RC
NDEN VA
,N I N G
CRAE
I T E C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M2.0-1
FIRST FLOOR
DEMOLITION PLAN
- MECHANICAL
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
N O R
H T
1 1/8" = 1'-0"
FIRST FLOOR DEMOLITION PLAN - MECHANICAL
ADDENDUM D 12/09/2024
GENERAL NOTES:
1. CONTRACTOR TO INFILL ALL EXISTING OPENINGS IN THE FLOOR DECK THAT ARE TO BE INFILLED, BASED ON STRUCTURAL DETAIL 4/S5.22.
D
1 A
2 B
C
E
5 F
3 D
12x26
12x26
10x26
30x26
10x26
10x26
30x26
18x16
14x16
8x12
SG-E
SG-E
SG-E
SG-E
100x36
100x50 100x50
100x26
100x24
8'-0"x6'-0"
OA INTAKE
100x24 OA
RISER
(E) MZ-1
2 1/2"CWS
2 1/2"CWR
2-1/2" CHWS/R
SERVING EXISTING
AIR HANDLING UNIT
TO BE DEMOLISHED
EXISTING 2-1/2" CHILLED
WATER SUPPLY AND RETURN
PIPING DISTRIBUTION AND
PUMP TO BE COMPLETELY
DEMOLISHED WITHIN THE
BUILDING AND SITE. SEE
1/M2.4-3 FOR CONTINUATION
EXISTING GAS FIRED HEATING HOT WATER BOILER,
PUMPS, CHEMICAL POT FEEDER, EXPANSION TANK,
AUTOMATIC RELIEF VALVE, AND ASSOCIATED PIPING
AND VALVE, PIPING DISTRIBUTION, DUCTWORK,
CONTROLS, AND ALL ASSOCIATED ACCESSORIES TO BE
REMOVED WITHIN THE BUILDING. SEE PLUMBING
DRAWINGS FOR ADDITIONAL INFORMATION
EXISTING FLUE AND
COMBUSTION RELIEF FROM
HEATING HOT WATER BOILER
TO BE DEMOLISHED
(E) CENTRAL VACCUUM
SYSTEM TO BE DEMOLISHED
2 M8.0-2
_____
1 M8.0-2
_____
1 M8.0-3
_____
OWNER INTENDS TO RE-USE THE EXISTING BOILERS,
AND HEATING WATER PUMPS, AT OTHER FACILITIES/
LOCATIONS. CONTRACTOR SHALL COORDINATE WITH
THE OWNER AND TAKE CAUTION IN REMOVING THIS
EQUIPMENT TO AVOID DAMAGE. CONTRACTOR IS
RESPONSIBLE FOR RELOCATING THESE ITEMS TO A
SEPARATE LOCATION COORDINATED WITH THE OWNER.
THE CONTRACTOR SHALL DISPOSE OF EQUIPMENT THE
OWNER DOES NOT WANT TO REUSE OR RETAIN.
I
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FRANCN
4 0 8 0
H
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L11
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NDEN VA
,N I N G
CRAE
I T E C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M2.0-2
BASEMENT
DEMOLITION PLAN
- MECHANICAL
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
N O R
H T
1 1/8" = 1'-0"
BASEMENT DEMOLITION PLAN - MECHANICAL
ADDENDUM C 11/01/2024
1 A
2 B
C
E
5 F
3 D
EF-E
EF-E
EF-E
14x14 EA
DTR
12x4 EA
DTR
14x14 EA
DTR
14x14 EA
DTR
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
RC
NDEN VA
,N I N G
CRAE
I T E C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M2.0-3
LOW ROOF
DEMOLITION PLAN
- MECHANICAL
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
N O R
H T
1 1/8" = 1'-0"
LOW ROOF DEMOLITION PLAN - MECHANICAL
ADDENDUM C 11/01/2024
T
T
T
T
T
T
T
T
T
T
T
T
T
T
1 A
2 B
C
E
5 F
3 D
GROUP STUDY
117
CHILDREN
112
TEEN
115
MARKETPLACE
116
ADULT
STAFF WORKROOM 118
125
STUDY
114
STUDY
113
IT
124
STAFF BREAKROOM
121
AMH/SORTING
122
STAFF RR
123
OFFICE
119
FOL
112
COMMUNITY MEETING
102
THE STUDIO
110
PATIO
10 ENTRY
101
STORAGE
104
FAMILY RESTROOM
109
WELLNESS
108
PATIO
46 ALL GENDER RESTROOM
105
HALL
106
KITCHENETTE
103
JANITOR
107
STAIR TO BASEMENT
002
FC-1-8
18x8
14x8
6ø
6ø
6ø
18"X8" DUCT UP
TO EF-1 ON ROOF.
EG-1
6x6/100
SG-1
16x6/245
SG-1
16x6/250
SG-1
16x6/250
SG-1
36x6/780
SG-1
14x6/235
RG-3
20x6/400
(TYP.7)
SG-1
6x10/100
SG-1
22x6/370
SG-1
22x6/365
SG-1
16x4/245
SG-1
16x6/245
SG-1
12x6/160
SG-1
12x6/165
SG-1
12x6/165
SG-1
12x6/165
SG-1
12x6/165
SG-1
12x6/165
SG-1
12x6/165
SG-1
12x6/165
SG-1
12x6/165
RETURN GRILLE
DOWN TO CRAWL
SPACE PLENUM
SG-#
22x6/330
SG-2
22x10/180
SG-2
22x10/180
SG-2
22x12/180
FCU-1-2
FCU-1-4
FCU-1-7
FCU-1-1
FCU-1-6
RG-1
FCU-1-5
FCU-1-3
SG-2
8x6/60
22x14
SG-1
12x6/155
SG-1
12x6/155
SG-1
12x6/155
SG-1
12x6/155
SG-1
12x6/155
SG-1
12x6/155
TYP.6
FC-1-9
FC-1-13
FC-1-12
FC-1-11
FC-1-10
EG-2
6/70
6ø
SG-1
12x6/60
SG-1
12x6/30
FCU-1-8
FCU-1-9
FCU-1-13
FCU-1-12
FCU-1-11
FCU-1-10
SG-1
8x4/60
SG-1
8x4/60
RG-3
16x4/60
RG-3
16x6/245
SG-1
14x4/120
RG-3
14x10/0
EG-2
6/70
(TYP.7) 6ø EA (TYP.7)
RG-3
14x10/0
RG-3
14x10/0
RG-3
14x10/0
RG-3
14x10/0
10x4
SG-1
12x6/120
REFRIGERANT PIPES
FROM BELOW
REFRIGERANT PIPES
FROM BELOW
SG-1
SG-1 36x6/650
20x8/450
SS-1
RETURN GRILLE
DOWN TO CRAWL
SPACE PLENUM
2 M8.0-2
_____
1 M8.0-2
_____
6" UP TO EF-2
ON ROOF
6ø
SG-1
16x6/50
SG-1
16x6/245
SG-1
16x6/245
SG-1
16x6/245
SG-1
16x6/245
AHU-1
CO2
EG-2
/100
EG-2
/70
380 CFM
330 CFM
315 CFM
330 CFM
330 CFM
460 CFM
RG-2
/120
U/C
U/C
EG-2
/70
DP
DP
DP
DP
D D
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
RC
NDEN VA
,N I N G
CRAE
I T E C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M2.4-1
FIRST FLOOR
REMODEL PLAN -
MECHANICAL
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
N O R
H T
1 1/8" = 1'-0"
FIRST FLOOR REMODEL PLAN - MECHANICAL
ADDENDUM C 11/01/2024
PLAN CHECK
COMMENTS
11/01/2024
ADDENDUM D 12/09/2024
KEYNOTES: #
1. NEW 14"X14" RELIEF GRILLE TO DISCHARGE TO EXSISTING RELIEF HOOD ON ROOF. 1 GENERAL NOTES:
1. FLOOR MOUNTED RETURN GRILLES TO TERMINATE IN CRAWL SPACE BELOW WITH WIREMESH SCREEN.
D
D
1 A
2 B
C
E
5 F
3 D
MECHANICAL
001
82x30
FC-1-4
FC-1-5
FC-1-2
FC-1-1
UNDERGROUND
REFRIGERANT
PIPING DOWN TO
BASEMENT.
FC-1-7
FC-1-6
12x6
12x8
14x10 12x10
14x12
16x12
12x6
12x6
12x6 12x6
12x6
16x4
16x6
16x4
8x4
8x8
12x6
8x8
12x6 14x12 12x6 12x6 12x12 12x6 12x8 12x6
18x16
12x6
12x10
14x10
12x6
8x8
16x10
16x8
16x12
14x10
22x6 22x6
16x6
16x6
16x8
18x16
16x6 16x10
16x6
16x6
16x6
18x16
16x16
22x18
22x18
22x18
20x6
36x6
14x6
14x4
20x16
10x6
14x14
12x4
M8.0-1
1 2
M8.0-2
_____
1 M8.0-2
_____
1 M8.0-3
_____
12x6
12x4
14x10
10x4
36x6
12x4
8x4
FC-1-3
REFRIGERANT
PIPES UP THRU
WALL CAVITY
REFRIGERANT
PIPES UP THRU
WALL CAVITY
REFRIGERANT
PIPES UP THRU
WALL CAVITY
16x16
18x16 14x10
16x12
92x24
(TYP.7)
18x16
REFER TO M1.1-1
AND M2.4-3 FOR
CONTINUATION
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ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M2.4-2
BASEMENT
REMODEL PLAN -
MECHANICAL
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
N O R
H T
1 1/8" = 1'-0"
BASEMENT REMODEL PLAN - MECHANICAL
GENERAL NOTE:
1. TEMPERATURE CONTROLS SHALL BE DISTECH AND SHALL BE INTEGRATED INTO THE CITY’S EXISTING TRIDIUM NIAGARA 4 PLATFORM LOCATED IN BUILDING 13.
2. PROVIDE A TEMPERATURE CONTROLS LAPTOP/WORKSTATION IN THE BASEMENT MECHANICAL ROOM.
3. OUTSIDE AIR FROM THE DOAS AND RETURN AIR SHALL BE ROUTED TO EACH INDIVIDUAL VRF FAN COIL UNIT IN THE MECHANICAL ROOM.
ADDENDUM C 11/01/2024
OU-1B
CU-2
CU-1 CU-3
(2) 1.38" SUCTION
(2) 0.63" LIQUID
(1) 0.88" HOT GAS REHEAT
(2) 0.88" SUCTION
(2) 0.50" LIQUID
(1) 0.63" HOT GAS REHEAT
REFRIGERANT PIPE DOWN TO
UNDERGROUND TRENCHING
TO BASEMENT. (TYPICAL)
OU-1A
(1) 1.38" SUCTION
(1) 0.88" LIQUID
(1) 1.38" SUCTION
(1) 0.88" LIQUID
EXISITNG 2-1/2" CHILLED WATER SUPPLY
AND RETURN PIPING TO BUILDING TO BE
DEMOLISHED. SEE 1/M2.4-2 FOR
CONTINUATION
EXISTING AIR COOLED CHILLER TO BE COMPLETELY REMOVED. THE OWNER
INTENDS TO RE-USE THE EXISTING AIR-COOLED CHILLER AND CHILLED WATER PUMPS AT OTHER FACILITIES AND LOCATIONS. CONTRACTOR SHALL COORDINATE
WITH THE OWNER AND TAKE CAUTION IN REMOVING THIS EQUIPMENT TO AVOID DAMAGE. CONTRACTOR IS RESPONSIBLE FOR RELOCATING THESE ITEMS TO A SEPARATE LOCATION COORDINATED WITH THE OWNER. THE CONTRACTOR SHALL DISPOSE OF EQUIPMENT THE OWNER DOES NOT WANT TO REUSE OR RETAIN.
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M2.4-3
EQUIPMENT YARD
REMODEL PLAN -
MECHANICAL
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
N O R
H T
2 1/4" = 1'-0"
EQUIPMENT YARD REMODEL PLAN - MECHANICAL
N O R
H T
1 1/4" = 1'-0"
EQUIPMENT YARD DEMOLITION PLAN - MECHANICAL
ADDENDUM C 11/01/2024
1 A
2 B
E
5 F
3 D
18"x8" EA DUCT 18x8
DOWN TO LEVEL 1
EF-1
EF-2
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2 P
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90 A
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+
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M2.4-4
LOW ROOF
REMODEL PLAN -
MECHANICAL
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
N O R
H T
1 1/8" = 1'-0"
LOW ROOF REMODEL PLAN - MECHANICAL
ADDENDUM C 11/01/2024
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07 18
2 P
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90 A
EU
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+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M4.0-1
MECHANICAL
SCHEDULES
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
NOTES:
1.PROVIDE SEPARATE BLUE DIAMOND CONDENSATE PUMP, WITH RESERVOIR AND SENSOR, 208V. CONDENSATE PUMP SHALL BE POWERED BY UNIT. IF NOT, MECHANCIAL CONTRACTOR IS RESPONSIBLE TO PROVIDE POWER FOR CONDENSATE PUMP....
SPLIT SYSTEM UNIT SCHEDULE
TAG NAME AREA SERVED
INDOOR UNIT ELECTRICAL
CFM MANUFACTURER NOTES
COOLING
MBH SEER WEIGHT MODEL VOLTAGE PHASE MCA
MOCP
AMPS
DISCONNECT
CONTROLLER/
STARTER
BY (NOTE A) TYPE (NOTE B) BY (NOTE A)
SS-1 IT ROOM 705 24 19.5 50 TKPA0241KA8
0A
208 1 1.0 15 EC FU MFR Mitsubishi Electric 1,2
1.BRANCH ZONE CONTROLLERS SHALL BE PROVIDED WITH REFRIGERANT BALL VALVES.
2.MAINTAIN A MINIMUM OF 2 SPARE/FUTURE ZONES ON EACH BRANCH ZONE CONTROLLER.
VRF SPLITTER BOX SCHEDULE
TAG NAME AREA SERVED CONFIGURATION
ELECTRICAL WEIGHT
VOLTAGE PHASES MCA MOCP MODEL NOTES
DISCONNECT CONTROLLER/ STARTER
OPERATING
BY
(NOTE A)
TYPE
(NOTE B)
BY
(NOTE A)
TYPE
(NOTE C)
BC-1 VRF FAN
COILS
DECK MOUNTED 208 1 1.80 20 A EC FU MFR MFR 160 BSV4Q36PVJU 1,2 BC-2 VRF FAN
COILS
DECK MOUNTED 208 1 1.80 20 A EC FU MFR MFR 160 BSV4Q36PVJU 1,2 NOTES:
1.UNITS SHALL BE SELECTED FOR DESIGN COOLING LOAD.
2.COORDINATE ELECTRICAL CONNECTIONS WITH MANUFACTURER UNIT IS SUPPLIED AS MULTIPLE MODULES. EACH MODULE REQUIRES A SEPARATE ELECTRICAL CONNECTION AND DISCONNECT.
3.NOMINAL COOLING CAPACITY RATED AT: INDOOR TEMP = 80°FDB/67°FWB, OUTDOOR TEMP = 95°FDB.
4.DESIGN COOLING CAPACITY SHALL BE RATED AT: INDOOR TEMP = 74°FDB/61.7°FWB, OUTDOOR TEMP = 95°FDB. EFFECTS OF ESTIMATED REFRIGERANT LINE LENGTH SHALL BE INCLUDED IN COMPUTING DESIGN CAPACITY.
5.DESIGN HEATING CAPACITY SHALL BE RATED AT: INDOOR TEMP = 70°FDB, OUTDOOR TEMP = 14°FDB. EFFECTS OF ESTIMATED REFRIGERANT LINE LENGTHS AND DEFROSTING SHALL BE INCLUDED IN COMPUTING DESIGN CAPACITY.
6.REFER TO SPECIFICATION SECTION 23 62 13 FOR ADDITIONAL REQUIREMENTS.
VRF WITH HEAT RECOVERY - MODULAR OUTDOOR UNIT SCHEDULE
TAG NAME AREA SERVED
REFRIGERA
NT
MAX.
REFRIGERANT
CHARGE
COOLING HEATING
NUMBER OF
CONNECTED
INDOOR UNITS
ELECTRICAL WEIGHT
MANUFACTURER MODEL NOTES
NOMINAL
MBH (NOTE 3)
DESIGN MBH
(NOTE 4)
OPERATIN
G RANGE
°FDB
DESIGN MBH
(NOTE 5)
OPERATING
RANGE
°FDB VOLTAGE PHASES
MODULE 1 DISCONNECT
CONTROLLE
R/STARTER
MCA MOCP BY (NOTE A) OPERATING
TYPE
(NOTE B) BY (NOTE A)
OU-1A LEVEL 1 R410A 26 216 213 126.0 243 -13 13 208 3 88 150 EC FU MFR 900 MITSUBISHI TURYE4323BN41AN 1,2,3,4,5,6 OU-1B LEVEL 1 R410A 26 216 213 126.0 243 -13 13 208 3 88 150 EC FU MFR 900 MITSUBISHI TURYE4323BN41AN 1,2,3,4,5,6 NOTES:
1.INDOOR UNITS SELECTED FOR SPACE PEAK LOADS.
2.PROVIDE MERV 8 FILTERS FOR EACH UNIT. FILTER MAY BE INTEGRAL OR SUITABLE FOR FIELD INSTALLATION IN FABRICATED FILTER ANGLES. FILTER ANGLES PROVIDED BY M.C..
3.REFER TO SPECIFICATION 23 81 45 FOR DESCRIPTION OF CONTROLS.
4.INDOOR UNIT CFM SELECTED AT HIGH CFM. INDOOR UNIT SHALL HAVE CAPABILITY TO ADJUST CFM FOR FINAL AIR BALANCING UP OR DOWN THROUGH FIELD ADJUSTMENT.
5.DUCTED UNITS SHALL BE PROVIDED WITH SUPPLY AND RETURN DUCT FLANGES.
6.UNIT SHALL BE PROVIDED WITH INTEGRAL LIFT/PUMP FOR CONDENSATE REMOVAL. IF NOT PROVIDED INTEGRAL WITH UNIT, CONTRACTOR SHALL PROVIDE SEPARATE CONDENSATE PUMP. CONDENSATE PUMP SHALL BE POWERED BY UNIT. IF NOT, MECHANCIAL CONTRACTOR IS RESPONSIBLE TO PROVIDE POWER FOR CONDENSATE PUMP.
7.PROVIDE MICROMETL (OR EQUAL) FLOOR MOUNTED MIXING BOX.
8.PROVIDE UNIT WITH TRANE LEV KIT.
9.PROVIDE CONTROL PANEL FOR EACH LEV KIT, WITH DEDICATED 120V POWER.
VRF INDOOR UNIT SCHEDULE
TAG NAME AREA SERVED
ASSOCIATED
VRF HEAT
PUMP CONFIGURATION TONS CFM
EXT. S.P.
IN. W.C.
REFRIGERANT
COOLING
CAPACITY
BTUH
HEATING
CAPACITY
BTUH
ELECTRICAL WEIGHT
TYPE VOLTAGE PHASES MCA MOCP MANUFACTURER MODEL NOTES
DISCONNECT
CONTROLLER/
STARTER
OPERATING
BY
(NOTE A)
TYPE
(NOTE B)
BY
(NOTE
A)
TYPE
(NOTE C)
FC-1-1 MARKETPLACE OU-1A FLOOR MOUNTED 4.5 1480 1.2 R410A 56310 60000 208 1 9.66 15 A EC FU MFR ECM 250 TRANE BCVE-48 1,2,3,4,5,6,7,8,9 FC-1-2 CHILDRENS OU-1A FLOOR MOUNTED 3 930 1.15 R410A 42410 40000 208 1 9.66 15 A EC FU MFR ECM 200 TRANE BCVE-36 1,2,3,4,5,6,7,8,9 FC-1-3 AMH/SORTING OU-1A FLOOR MOUNTED 3 930 1.13 R410A 35500 40000 208 1 5.33 15 A EC FU MFR ECM 200 TRANE BCVE-36 1,2,3,4,5,6,7,8,9 FC-1-4 ADULTS OU-1A FLOOR MOUNTED 4.5 1480 1.1 R410A 56310 60000 208 1 9.66 15 A EC FU MFR ECM 250 TRANE BCVE-48 1,2,3,4,5,6,7,8,9 FC-1-5 TEENS OU-1A FLOOR MOUNTED 2 735 1.13 R410A 28280 27000 208 1 9.66 15 A EC FU MFR ECM 200 TRANE BCVE-24 1,2,3,4,5,6,7,8,9 FC-1-6 THE STUDIO OU-1A FLOOR MOUNTED 2 735 1.1 R410A 28970 27000 208 1 5.33 15 A EC FU MFR ECM 200 TRANE BCVE-24 1,2,3,4,5,6,7,8,9 FC-1-7 OPEN LIBRARY OU-1B FLOOR MOUNTED 4.5 1480 1.1 R410A 56310 60000 208 1 9.66 15 A EC FU MFR ECM 250 TRANE BCVE-48 1,2,3,4,5,6,7,8,9 FC-1-8 STAFF BREAKROOM OU-1B CEILING CASSETTE 1.25 380 0 R410A 15000 17000 208 1 0.33 15 A EC FU MFR ECM 85 MITSUBISHI TPMFYP015BM140F 1,3,4,6 FC-1-9 STAFF WORKROOM OU-1B CEILING CASSETTE 1 330 0 R410A 12000 13500 208 1 0.29 15 A EC FU MFR ECM 40 MITSUBISHI TPLFYP012FM140A 1,3,4,6 FC-1-10 STUDY 113 OU-1B CEILING CASSETTE 1 330 0 R410A 12000 13500 208 1 0.29 15 A EC FU MFR ECM 40 MITSUBISHI TPLFYP012FM140A 1,3,4,6 FC-1-11 STUDY 114 OU-1B CEILING CASSETTE 1 330 0 R410A 12000 13500 208 1 0.29 15 A EC FU MFR ECM 40 MITSUBISHI TPLFYP012FM140A 1,3,4,6 FC-1-12 STUDY 117 OU-1B CEILING CASSETTE 1.5 460 0 R410A 18000 20000 208 1 0.50 15 A EC FU MFR ECM 40 MITSUBISHI TPLFYP018FM140A 1,3,4,6 FC-1-13 OFFICE OU-1B CEILING CASSETTE 0.5 315 0 R410A 8000 9000 208 1 0.17 15 A EC FU MFR ECM 40 MITSUBISHI TPLFYP008FM140A 1,3,4,6 G. CURB TYPE:
MFR = STANDARD CURB BY MANUFACTURER
GC = BY GENERAL CONTRACTOR
SAC = SOUND ATTENUATOR CURB
F. MUST BE WITHIN +/- 10% OF SCHEDULED RPM.
E. NO EQUIPMENT SHALL BE SELECTED ABOVE 90% OF MOTOR NAME PLATE RATING.
D. FAN RPM SHALL NOT EXCEED 110% OF SCHEDULED VALUE, WITH THE SCHEDULED WHEEL TYPE. SUBSTITUTION OF BI OR BIA FANS FOR FC IS ACCEPTABLE IF EFFICIENCY IS NOT LOWER.
C. CONTROLLER STARTER TYPE:
FV = FULL VOLTAGE
WYE = WYE-DELTA
SS = SOLID STATE (SOFT START)
MS = MANUAL STARTER
VFD = VARIABLE FREQUENCY DRIVE
VFD/B = VARIABLE FREQUENCY DRIVE WITH BYPASS
YD = WYE - DELTA
ECM = ELECTRONICALLY COMMUTATED MOTOR
B. DISCONNECT TYPE:
CB = CIRCUIT BREAKER
FU = FUSED
NF = NON-FUSED
PLUG = PLUG AND CORD
A. DISCONNECT AND CONTROLLER STARTER FURNISHED AND
INSTALLED BY:
MFR = MANUFACTURER
EC = ELECTRICAL CONTRACTOR.
MC = FURNISHED BY MECHANICAL CONTRACTOR, INSTALLED BY
ELECTRICAL CONTRACTOR.
MFR/EC = FURNISHED LOOSE BY MANUFACTURER INSTALLED BY
ELECTRICAL CONTRACTOR.
TCC = TEMPERATURE CONTROL CONTRACTOR
SCHEDULE GENERAL NOTES:
ADDENDUM C 11/01/2024
ADDENDUM D 12/09/2024
D
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2 P
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90 A
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+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M4.0-2
MECHANICAL
SCHEDULES
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
G. CURB TYPE:
MFR = STANDARD CURB BY MANUFACTURER
GC = BY GENERAL CONTRACTOR
SAC = SOUND ATTENUATOR CURB
F. MUST BE WITHIN +/- 10% OF SCHEDULED RPM.
E. NO EQUIPMENT SHALL BE SELECTED ABOVE 90% OF MOTOR NAME PLATE RATING.
D. FAN RPM SHALL NOT EXCEED 110% OF SCHEDULED VALUE, WITH THE SCHEDULED WHEEL TYPE. SUBSTITUTION OF BI OR BIA FANS FOR FC IS ACCEPTABLE IF EFFICIENCY IS NOT LOWER.
C. CONTROLLER STARTER TYPE:
FV = FULL VOLTAGE
WYE = WYE-DELTA
SS = SOLID STATE (SOFT START)
MS = MANUAL STARTER
VFD = VARIABLE FREQUENCY DRIVE
VFD/B = VARIABLE FREQUENCY DRIVE WITH BYPASS
YD = WYE - DELTA
ECM = ELECTRONICALLY COMMUTATED MOTOR
B. DISCONNECT TYPE:
CB = CIRCUIT BREAKER
FU = FUSED
NF = NON-FUSED
PLUG = PLUG AND CORD
A. DISCONNECT AND CONTROLLER STARTER FURNISHED AND
INSTALLED BY:
MFR = MANUFACTURER
EC = ELECTRICAL CONTRACTOR.
MC = FURNISHED BY MECHANICAL CONTRACTOR, INSTALLED BY
ELECTRICAL CONTRACTOR.
MFR/EC = FURNISHED LOOSE BY MANUFACTURER INSTALLED BY
ELECTRICAL CONTRACTOR.
TCC = TEMPERATURE CONTROL CONTRACTOR
SCHEDULE GENERAL NOTES:
NOTES:
1.REFER TO SPECIFICATION SECTION 23 62 13 FOR ADDITIONAL REQUIREMENTS.
2. MODEL NUMBER: CFA-011-B-A-8-DJ00L:0-D0-E0-00-000-L-RE0A-00A0C00-0A000DB.
3. MODEL NUMBER: CFA-031-D-A-8-GJ00K:0-D0-E0-00-000-L-RE0A-00A0C00-0A000DB.
4.MODEL NUMBER: TRUZH0241HA10NA
5.PROVIDE REFRIGERANT PORT PROTECTION FOR CIRCUIT ACCESS PORTS LOCATED OUTDOORS.
CONDENSING UNIT SCHEDULE
TAG NAME UNIT SERVED
NOMINAL
DESIGN TONS REFRIGERANT
AMBIENT
TEMP °F
MIN. AMBIENT
TEMP. °F
ELECTRICAL
VOLTAGE PHASES FLA MCA MOCP WEIGHT MANUFACTURER NOTES
DISCONNECT
CONTROLLE
R/ STARTER
BY (NOTE
A)
TYPE
(NOTE B) BY (NOTE A)
CU-1 AHU-1 10 R454B 100.0 26.0 208 3 37.0 42 50 EC FU MFR 1070 AAON 1,2 CU-2 DOAS-1 30 R454B 100.0 26.0 208 3 119.0 131 175 EC FU MFR 2390 AAON 1,3 CU-3 SS-1 (IU) 2 R410A 100.0 26.0 208 1 0.0 17 27 EC FU MFR 200 Mitsubishi Electric 1,4 NOTES:
1.PROVIDE SHAFT GROUNDING AS REQUIRED IN THE MOTOR SPECIFICATION 23 05 13.
2.LAT LISTED IS AT LEAVING SIDE OF COOLING COIL.
3.PROVIDE AUXILIARY CONDENSATE PUMP.
DEDICATED OUTDOOR AIR UNIT - SPLIT WITH ENERGY RECOVERY TAG
NAME
SYSTEM
SERVED
SUPPLY FAN
MIN.
O.A.
CFM
HEATING COIL - DX COOLING COIL - DX (NOTE 2) FILTER ELECTRICAL (NOTE 1)
WEIGHT MANUFACTURER MODEL NOTES
NO. OF
FANS
CFM
TOTAL
EXT.
S.P.
RPM
(NOTE D)
BHP
EACH
(NOTE E)
MHP
EACH
(NOTE E)
EAT °F
DB
EAT
°F WB
LAT
DB
TOTAL
MBH
EAT
°F DB
EAT
°F WB
MAX.
LAT °F
DB
LAT °F
WB
TOTAL
MBH TYPE VELOCITY
PRESSURE
DROP
CLEAN/DIRTY VOLTAGE PHASES FLA MCA MOCP
DISCONNECT(S)
CONTROLLER/
STARTER(S)
BY (NOTE A) TYPE (NOTE B)
BY
(NOTE A)
DOAS-1 FAN COIL
UNITS
1 5500 1.10 1849 1.5 3 5500 30.0 27 60.0 148 100.0 71.0 50.3 48.0 232 MERV 13 458 0.4/.9 208 3 31 33 40 EC FU MFR 925 AAON V3-DRB-8-0-162C-7D2:F 43E-FJ0-000-0D0-A0A00
20-00-DA0000000
1,2
NOTES:
1.PROVIDE AUXILIARY CONDENSATE PUMP.
AIR-HANDLING UNIT SCHEDULE - SPLIT
TAG
NAME AREA SERVED CFM
EXT. S.P.
IN W.C.
DX COOLING COIL DX COOLING COIL ELECTRICAL
FLA MCA MOCP
ELECTRICAL
WEIGHT MANUFACTURER MODEL NOTES
EAT °F
DB
EAT °F
WB
LAT °F
DB
TOTAL
MBH
SENSIBLE
MBH
EAT °F
DB
LAT
°F DB
TOTAL
MBH HP (NOTE E) RPM VOLTAGE PHASES
DISCONNECT
CONTROLLER/
STARTER
BY (NOTE A) TYPE (NOTE B) TYPE (NOTE A)
AHU-1 COMMUNITY
ROOM
2800 0.80 86.2 66.3 52 109.5 94.8 60 81.6 64.9 2 1851 208 3 5 6 15 EC FU MFR 850 AAON V3-CRB-8-0-162C-7A1:
E42E-FJ0-000-0D0-A0A
00V0-00-DA0000000
1 NOTES:
1.CONTRACTOR SHALL DETERMINE PROPER BORDER TYPE TO MATCH CEILING CONSTRUCTION.
2.REFER TO DRAWINGS FOR NECK SIZE. ALL BRANCH DUCTWORK TO AIR TERMINALS SHALL BE NECK SIZE UNLESS NOTED OTHERWISE.
3. CONTRACTOR TO FINISH WITH IRON ANGLE FOR SUPPORT OF AIR DEVICE INSTALLED ON FLOOR.
4. AIR DEVICE SHALL BE RATED FOR HEAVY DUTY APPLICATION.
5.FINAL COLOR OF DIFFUSER/ GRILLE COLOR SELECTION TO BE CONFIRMED BY ARCHITECT.
AIR TERMINAL SCHEDULE
TAG
NAME
FACE SIZE (IN.)
(NOTE 2) TYPE BORDER (NOTE 1) MATERIAL FINISH MANUFACTURER MODEL NOTES EG-1 SEE DWG 35 DEGREE DEFLECTION SURFACE MOUNT STEEL WHITE TITUS 350RL 1,2 EG-2 12x12 PERFORATED FACE LAY-IN STEEL WHITE TITUS PAR 1,2 RG-1 SEE DWG 35 DEGREE DEFLECTION SURFACE MOUNT STEEL WHITE TITUS 350RL 1,2 RG-2 24x24 PERFORATED FACE LAY-IN STEEL WHITE TITUS PAR 1,2 RG-3 SEE DWG ZERO DEGREE DEFLECTION SURFACE MOUNT ALUMINUM WHITE TITUS CT-480 1,2,3,4 SG-1 SEE DWG. DOUBLE DEFLECTION SURFACE MOUNT STEEL WHITE TITUS 300RL 1,2 SG-2 SEE DWG ZERO DEGREE DEFLECTION SURFACE MOUNT ALUMINUM WHITE TITUS CT-480 1,2,3,4 SG-# SEE DWG. DOUBLE DEFLECTION SURFACE MOUNT ALUMINUM WHITE TITUS 300 LONG FRONT BLADES NOTES:
1.PROVIDE SHAFT GROUNDING AS REQUIRED IN THE MOTOR SPECIFICATION ----23 05 13.
2.PROVIDE WITH SPRING ISOLATION HANGER RODS.
3.REFER TO ELECTRICAL DETAIL 3/E5.0-3 FOR FAN INTERLOCK TO LIGHTING CONTROL OPERATION.
FAN SCHEDULE
TAG NAME AREA SERVED CFM
S.P. IN.
W.C.
FAN RPM
(NOTE F)
DRIVE
TYPE
MAX. AMCA
SONES
BACKDRAFT
DAMPER TYPE
CURB TYPE
(NOTE G)
ELECTRICAL (NOTE 1)
BHP (NOTE E) MHP (NOTE E) VOLTAGE PHASES WEIGHT MANUFACTURER MODEL NOTES
DISCONNECT CONTROLLER/ STARTER
BY (NOTE A) TYPE (NOTE B) BY (NOTE A) TYPE (NOTE C)
EF-1 105-108 800 0.40 1716 DIRECT 10.4 GRAVITY MFR 0.11 0.25 120 1 EC NF MFR ECM 50 GREENHECK USF-6-VG 1 EF-2 STAFF RR 123 100 0.35 1264 DIRECT 2.4 GRAVITY MFR 0.01 0.06 120 1 EC NF MFR ECM 30 GREENHECK G-060-VG 1,3 RF-1 RETURN SYSTEM 6000 1.40 1581 DIRECT 10.4 GRAVITY - 2.7 3 208 3 EC FU EC VFD/B 250 GREENHECK SQ-18-M2 1,2 RF-2 RETURN SYSTEM 6000 1.40 1581 DIRECT 10.4 GRAVITY - 2.7 3 208 3 EC FU EC VFD/B 250 GREENHECK SQ-18-M2 1,2 NOTES:
1.COORDINATE DAMPER ACTUATOR LOCATION AND MOUNTING REQUIREMENTS WITH TEMPERATURE CONTROL CONTRACTOR.
MOTOR OPERATED DAMPER SCHEDULE
TAG
NAME
AREA
SERVED
SIZE CFM BLADE
CONFIGURATION
BLADE
ORIENTATION INSULATED
ACTUATOR TYPE
(NOTE 1)
ACTUATOR
STYLE POWER FAILURE POSITION
POSITIVE POSITION FEEDBACK
WIDTH HEIGHT MIN. REQUIRED NOTES
MOD-1 AHU-1 OSA 22 20 1350 PARALLEL HORIZONTAL No ELECTRIC PROPORTIONAL NORMALLY OPEN (NO) Yes PROVIDE WITH 120V POWER.
MOD-2 AHU-1 RA 22 20 1450 PARALLEL HORIZONTAL No ELECTRIC PROPORTIONAL NORMALLY OPEN (NO Yes PROVIDE WITH 120V POWER.
NOTES:
1. ENERGY RECOVERY SCHEDULE
AIR
HANDLING
UNIT TAG
NAME
AREA
SERVED TYPE
MINIMUM
EFFICIENCY
OUTSIDE/SUPPLY AIR STREAM RETURN/EXHAUST AIR STREAM
RECOVERED
SUMMER MBH
RECOVERED
CFM WINTER MBH NOTES
SUMMER WINTER
APD CFM
SUMMER WINTER
APD
EAT
DB °F
EAT
WB °F
LAT
DB °F
LAT
WB °F
EAT
DB °F
EAT
WB °F
LAT
DB °F
LAT
WB °F
EAT
DB °F
EAT
WB °F
LAT
DB °F
LAT
WB °F
EAT
DB °F
EAT
WB °F
LAT
DB °F
LAT
WB °F
DOAS-1 FAN COIL
UNITS
TOTAL 59 5,500 100 71 84.8 65.8 26 24 54.5 48.4 1.35 5,500 75 62 89.7 67.4 75 62 45.8 42.8 1.35 93.9 259.3 1,2 ADDENDUM C 11/01/2024
RECTANGULAR
MITERED ELBOW
WITH VANES
TYPE RE2
RECTANGULAR
MITERED ELBOW
TYPE RE6
USE ONLY AS PART OF OFFSETS
AND TRANSITIONS PER FIGURE 4-7
TYPE 2 OR AS SHOWN ON
DRAWINGS. OFFSETS ABOVE 30°
SHALL BE TYPE RE1.
RECTANGULAR
RADIUS ELBOW
TYPE RE1
R/W = 1.0 (MINIMUM)
R/W < 1.0 SHALL BE TYPE
RE3
RECTANGULAR
RADIUS ELBOW WITH VANES
TYPE RE3
REFER TO SMACNA HVAC SYSTEMS DUCT DESIGN MANUAL,
FOURTH EDITION, SECTION 5.14 "SPLITTER VANES" AND SMACNA
HVAC DUCT CONSTRUCTION STANDARDS, THIRD EDITION,
FIGURES 4-2 AND 4-9 AND CHARTS 4-1 AND 4-1M. ELBOW SHALL HAVE THREE SPLITTER VANES AND r/W = 0.10 (R/W = 0.60) UNLESS NOTED OTHERWISE.
RECTANGULAR
RADIUS ELBOW WITH
SQUARE THROAT
NOT ALLOWED
RECTANGULAR / OVAL / ROUND
MITERED ELBOW
WITHOUT VANES
TYPE RE4
NOT ALLOWED
OVAL / ROUND
RADIUS ELBOW
SMOOTH OR 5 GORE (MINIMUM)
R/W = 1.5 (MINIMUM)
W W
R
R
W
r
R1
R2
R
R3
W
W
30°
EXCEED
NOT
TO
W
W
90 90
W
W
NOTES:
1. BEAD, CROSSBREAK, AND REINFORCE FLAT SURFACES AS IN
STRAIGHT DUCT.
2. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
3. DEFAULT ELBOW SHALL BE TYPE "RE1".
4. ELBOW TYPES SHALL BE INSTALLED AS SHOWN AND NOT BE
SUBSTITUTED WITHOUT PERMISSION. EXCEPTION: RE1 OR RE3
MAY BE SUBSTITUTED FOR RE2.
W
L
Θ
D1>D2
45 DEGREE LEAD IN
D1
D2
CONICAL
45 DEGREE
ENTRY Θ 45°
(L = 4" OR W/4; WHICHEVER IS LARGER)
STRAIGHT TAP
(NOTE 6)
NOTES:
1. DO NOT USE CONNECTIONS WITH SCOOPS.
2. FIT ALL CONNECTIONS TO AVOID VISIBLE OPENINGS AND SEAL SUITABLY FOR THE PRESSURE CLASS.
3. ADDITIONAL MECHANICAL FASTENERS ARE REQUIRED FOR 4"
W.G. AND OVER.
4. REFER TO SPECIFICATIONS FOR VOLUME DAMPER
REQUIREMENTS.
5. OPENINGS SHALL BE CUT ACCURATELY (SHAPE AND SIZE).
6. STRAIGHT TAPS ONLY ALLOWED DOWNSTREAM OF TERMINAL
AIR BOX OR LOW PRESSURE (<2"W.C. PRESSURE CLASS)
LINED DUCT CONNECTION
(NO EXPOSED LINER EDGES)
DUCT LINER
DOVETAIL JOINT
REQIURED WITH
LINER
DRAIN PIPE WITH CLAMP
UNISTRUT P1000
1/2"∅ HHCS W/P1010 NUTS
UNISTRUT P2942 BASE
1/2" HILTI-KB-TZ2 WITH 2"
MIN EMBEDMENT TYP. (ICC
ESR-4266)
CONCRETE SLAB
ON GRADE
MECH. EQUIPMENT
4" CONCRETE EQUIPMENT PAD
LEVEL TOP.
EXISTING GRADE
PLAN VIEW
CONCRETE EQUIPMENT PAD; SEE NOTE BELOW
6" MIN.
PER MFR; MIN OF ONE PER CORNER
LOCATION OF ANCHORS
NEOPRENE VIBRATION ISOLATION
PAD TYPICAL OF 4 2"x2"x1/8" THICK GALVANIZED
METAL ANGLE TYPICAL OF 4
NOTES:
1. AT HOUSEKEEPING PAD ON GRADE, SEE 4/S5.01. AT HOUSEKEEPING PAD OVER SLAB ON GRADE, SEE 7/S5/01.
2. FOR CU-1, CU-2, OU-1A, AND OU-1B.
OF UNIT (4 TOTAL). FOR LOCATION OF
ANCHORS ON CONCRETE PAD, SEE 4/S5.01 AND 7/S5.01.
CONNECT TO PLATFORM WITH
3/8" DIA HILTI KB-TZ2 WITH
1-1/2" EFFECTIVE EMBED.
(ICC-ESR4266)
ANGLE TO EQUIPMENT WITH (2)
#10 SMS. TYPICAL OF 4
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2 P
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M5.0-1
DETAILS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
1 NO SCALE
DUCT - ELBOW CONSTRUCTION
2 NO SCALE
DUCT - BRANCH CONNECTIONS
ADDENDUM C 11/01/2024
BACK CHECK 2 12/09/2024
3 NO SCALE
CONDENSATE DRAIN PIPE ON FLOOR SUPPORT 4 NO SCALE CONDENSING UNIT - MOUNTING 2 STRUCTURE (CONSTRUCTION VARIES)
SWAY BRACE (TYP)
THREADED ROD (TYP)
STIFFENER CLAMP (TYP)
ROD STIFFENER WHEN
REQUIRED (TYP)
CLEVIS STIFFENER (TYP)
SOLID BRACE (TYP)
SWIVEL
FASTENER (TYP)
PIPE SECURED TO TRAPEZE
LONGITUDINAL BRACE
UNIVERSE CABLE BRACE
TRANSVERSE CABLE BRACE TRANSVERSE SOLID BRACE
NOTES:
1. GENERAL REQUIREMENTS FOR TRANSVERSE AND
LONGITUDINAL BRACING OF PIPES ARE SHOWN. SPECIFIC
REQUIREMENTS, INCLUDING ATTACHMENT TO BUILDING
STRUCTURE, SHALL BE DETERMINED BY THE SEISMIC
RESTRAINT DESIGNER. REFER TO SPECIFICATION SECTION
(SECTION 21 05 50 - FIRE SUPPRESSION, SECTION 22 05 50 - PLUMBING, SECTION 23 05 50 - HVAC) FOR REQUIREMENTS.
2. REFER TO GENERAL PIPE SUPPORT DETAIL AND
SPECIFICATION SECTION (SECTION 22 05 29 - PLUMBING,
SECTION 23 05 29 - HVAC) FOR INSULATED PIPING
CONSIDERATIONS.
FAN
CURB HEIGHT 12"
ABOVE ROOF DECK
ROOF DECK.
ROOF INSULATION
FACTORY SUPPLIED BACKDRAFT
DAMPER. GRAVITY]
AS SCHEDULED.
DUCTWORK
CADMIUM PLATED LAG
SCREWS PER
MANUFACTURERS
RECOMMENDATIONS
CURB WITH WOOD
NAILER FURNISHED
WITH FAN.
RAISED CANT TO MATCH
THICKNESS OF INSULATION.
(NOTE 1)
FRAME, ROOF, & ROOFING BY
GENERAL CONTRACTOR.
NOTES:
1. ALL ROOF FLASHING SHALL BE PER ROOFING
MANUFACTURERS RECOMMENDATIONS.
2. FOR EF-1 AND EF-2.
WALL WITH INSULATION
FLANGES ON EACH SIDE
OF WALL. CAULK AT WALL
AND SLEEVE
PIPE
SHEET METAL SLEEVE,
2" LARGER THAN PIPE
OVERALL DIAMETER
PACK AROUND PIPE WITH
FIBERGLASS INSULATION
ESCUTCHEON PLATES
ON BOTH SIDES
GYPSUM WALL CONSTRUCTION.
NOTES:
1. THIS DETAIL APPLIES TO ALL PIPES. THE INTENTIONS ARE TO CONTINUE
THE INSULATION AND VAPOR BARRIER THROUGH ALL PENETRATIONS,
PERMIT THERMAL EXPANSION WITHOUT DAMAGING THE INSULATION, AND
SEAL AIRTIGHT AROUND INSULATED AND UNINSULATED PIPES FOR NOISE TRANSMISSION CONTROL.
2. METHODS THAT ARE LISTED FOR THE REQUIRED HOURLY RATINGS MUST BE USED FOR FIRE RATED WALLS, SEE (SECTION 21 05 03 - FIRE PROTECTION, SECTION 22 05 03 - PLUMBING, SECTION 23 05 03 - HVAC). ALL OF THE INTENTIONS IN NOTE 1 MUST BE MET BY THE SYSTEM SELECTED.
3. SEE ALSO (SECTION 22 05 29 - PLUMBING, SECTION 23 05 29 - HVAC) FOR MORE INFORMATION.
4. FLOOR OPENINGS ARE SIMILAR. SEE (SECTION 22 05 29 - PLUMBING, SECTION 23 05 29 - HVAC FOR DIFFERENCES BETWEEN FLOOR AND WALL PENETRATIONS.
SUPPORT
PENETRATING ITEM
TYP. ON
BOTH SIDES
1" +/- 1/4" 1/4" FOR
ITEMS LESS THAN 4"
ACOUSTICAL SEALANT
FOAM BACKER ROD
SAFING BATT INSULATION
WALL
SLEEVE
ESCUTCHEON
(TYP. ON BOTH
SIDES)
NOT REQUIRED
FOR ITEMS LESS
THAN 4" DIAMETER.
CONCRETE/MASONARY
WALL CONSTURCTION
NOTES:
1. THIS DETAIL APPLIES TO ALL PIPES. THE INTENTIONS ARE TO
CONTINUE THE INSULATION AND VAPOR BARRIER THROUGH
ALL PENETRATIONS, PERMIT THERMAL EXPANSION WITHOUT
DAMAGING THE INSULATION, AND SEAL AIRTIGHT AROUND
INSULATED AND UNINSULATED PIPES FOR NOISE
TRANSMISSION CONTROL.
2. METHODS THAT ARE LISTED FOR THE REQUIRED HOURLY
RATINGS MUST BE USED FOR FIRE RATED WALLS, SEE
(SECTION 21 05 03 - FIRE PROTECTION, SECTION 22 05 03 - PLUMBING, SECTION 23 05 03 - HVAC). ALL OF THE INTENTIONS IN NOTE 1 MUST BE MET BY THE SYSTEM SELECTED.
3. SEE ALSO (SECTION 22 05 29 - PLUMBING, SECTION 23 05 29 - HVAC) FOR MORE INFORMATION.
4. FLOOR OPENINGS ARE SIMILAR. SEE (SECTION 22 05 29 -
PLUMBING, SECTION 23 05 29 - HVAC) FOR DIFFERENCES
BETWEEN FLOOR AND WALL PENETRATIONS.
OUTSIDE AIR
FILTER RETURN AIR DUCT
TRANSITION
FABRIC
CONNECTOR
RETURN AIR
8"Ø
OUTSIDE AIR DUCT
WITH BALANCING
DAMPER
HEAT PUMP
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M5.0-2
DETAILS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
1 NO SCALE
SEISMIC SUPPORT - PIPING BRACING
2 NO SCALE
ROOF FAN/HOOD CURB
3 NO SCALE
WALL PENETRATION - NOISE CONTROL FRAMED WALL
4 NO SCALE
WALL PENETRATION - NOISE CONTROL MASONRY WALL
5 NO SCALE
HEAT PUMP DUCT CONNECTION
ADDENDUM C 11/01/2024
REGISTER OR
GRILLE. REFER
TO DRAWING.
SEAM FOR COLLAR
TO BE ON TOP.
INSERT SEALANT INTO
FLANGE BEFORE
ASSEMBLY.
DUCT LINER (TYPICAL)
DUCT BRANCH
8" MINIMUM
SHEETMETAL ELBOW
R = DUCT DIA.
FLEXIBLE DUCT
INSULATION
CEILING
STRUCTURE
DIFFUSER
NOTES:
1. TO ATTACH FLEX DUCT TO THE HARD DUCT, TAPE THE INNER
LINER TO THE HARD DUCT THEN ATTACH WITH TWO NYLON TIE
WRAPS; ONE FOR THE INNER LINER AND ONE FOR THE OUTER
SHELL. FOLD THE OUTER SHELL INSIDE ITSELF SO IT HAS NEAT EDGES PRIOR TO TIE WRAPPING.
2. "SMARTFLOW" ELBOW (WWW.HARTANDCOOLEY.COM) AND
"FLEXRIGHT" (WWW.TITUS-HVAC.COM) ARE ACCEPTABLE
PRODUCTS FOR DURABLE ELBOW SUPPORT.
STRAIGHT TAP OR
CONICAL TAP AS
REQUIRED BY
SPECIFICATIONS
DUCT HANGERS
RECTANGULAR
SUPPLY DUCT
DAMPER
FLEXIBLE DUCT WRAP WITH VAPOR BARRIER.
SEE SPECIFICATION SECTION 23 07 13 -
DUCTWORK INSULATION)
RIGID INSULATION WITH VAPOR BARRIER.
SEE SPECIFICATION SECTION 23 07 13 -
DUCTWORK INSULATION)
VAPOR SEAL TAPE
VAPOR SEAL TAPE
SECTION
ELEVATION
STRUT SUPPORT
HANGER
RIGID INSULATION VAPOR
BARRIER. SEE SPECIFICATION
SECTION 23 07 13 - DUCTWORK
INSULATION
VAPOR SEAL TAPE
HANGER RODS
ROUND DUCT CLAMP
RIGID INSULATION VAPOR
BARRIER. SEE SPECIFICATION
SECTION 23 07 13 - DUCTWORK
INSULATION SECTION
ELEVATION
NOTES:
1. DETAIL FOR USE WHERE DUCTS REQUIRE TRAPEZE OR DOUBLE ROD HANGERS (36" DIA. OR EQUIVALENT) 3 CU
GRADE LEVEL
CONCRETE PAD
30" FROM WALL
PLAN VIEW
ANCHORS WITH 2 1/2" MIN.
SECURE UNIT TO CONC. PAD
W/ 3/8"∅ HILTI KB-TZ2
EMBEDMENT (ESR #4266)
(TYP 6 PLACES) SEE
CONCRETE PAD
EXISTING BUILDING
LOCATION OF
WALL
ANCHORS
EXISTING BUILDING WALL
CONDENSER
DISCHARGE
AIR
MANUFACTURER'S DIMENSION
UNIT A B
A B
ATTACHMENT
PLATE EQUIPPED
WITH THE UNIT
FAN SIDE
(AIR INTAKE)
COIL SIDE
38HDR048 3 1/2" 2'-6 1/2"
3'-0" MIN 30"
CLEARANCE
PLAN
SEE STRUCTURAL
3'-0" MIN.
CLEARANCE FROM
OTHER UNIT
3'-0" MIN.
CLEARANCE IN FRONT
OF UNIT
NOTE:
"MITSUBISHI" UNIT REQUIRES ONLY (4) ANCHORS
13"
12"
I
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4 0 8 0
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7 S
5 06
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07 18
2 P
R
A
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90 A
EU
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+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M5.0-3
DETAILS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
1 NO SCALE
DUCT - EXPOSED REGISTER
ADDENDUM C 11/01/2024
PLAN CHECK
COMMENTS
11/01/2024
2 NO SCALE
AIR TERMINAL - DIFFUSER FLEX LOW PROFILE ELBOW
3 NO SCALE
DUCT - HANGERS WRAPPED
4 NO SCALE
SPLIT SYSTEM CONDENSING UNIT
ELEVATION
FLOOR SUPPORTED PIPING (2'-0" O.C. MAX.)
P1001 UNISTRUT
OR EQUAL
1 1/2" MIN.
PIPE CLAMP, SEE DETAIL
11 THIS SHEET FOR
SCHEDULE (TYP)
REFRIGERANT PIPE
INSULATION (TYP)
2 1/2" EMBEDMENT
3/8"∅ HILTI KB-TZ2
ANCHOR BOLT (ICC
ESR-4266)
REFRIGERANT PIPE
(TYP)
RL, RS PIPE W/INSULATION
ONE-HOLE PIPE STRAP
SIZE AS REQUIRED.
P-1000 UNISTRUT.
OR EQUAL IN B-LINE
SECTION A
12" MAX.
(CRAWL SPACE)
ROOF
FRAMING, SEE STRUCTURAL 2x4 WOOD BLOCKING
SECURE CHANNEL TO
BLOCKING WITH (2)3/8"∅x2
1/2" LAG BOLTS @ 6'-0"
INTERVAL SPACING.
SECURE CHANNEL TO
BLOCKING WITH (2)3/8"∅x2
1/2" LAG BOLTS @ 6'-0"
INTERVAL SPACING.
-
A
20 GA. G.I. SADDLE
TYPICAL
BOLT, NUT & WASHER
TO ANGLE WITH 1/4"∅
SECURE PIPE CLAMP
PIPE CLAMP- TYP
TYPICAL
PIPING WITH INSULATION- TYP
NOTE:
CONTRACTOR TO USE UNISTRUT, B-LINE OR EQUAL. 1.
3/8"∅ HANGER ROD
W/DOUBLE NUT &
WASHER- SECURE
TO NEAREST RIGID
STRUCTURE- TYP
1 1/2"x1 1/2"
ANGLE WITH 1/2"∅
M.B (TYP. OF 4)
LINE (TYP OF 2)
1/2"∅ LIQUID
LINE (TYP OF 2)
1 3/8"∅ VAPOR
MAX. 24"
TOTAL PIPING WEIGHT = 7 LBS/LF. 2.
1 1
COPE VERT. LEG
MIN. 1/2" WIDE
1" MIN.
@ HANGER
L2"x2"x1/4" DIAGONAL
BRACE BOTH SIDES FOR
CONNECTION TO
STRUCTURE
1. SEE MANUFACTURER'S INSTALLATION MANUAL FOR ADDITIONAL INFORMATION.
RUBBER ISOLATOR BUSHING
RETURN
FAN
INLINE
THAN 15" (TYP.) SEE DETAIL A
ROD CLAMP IF LENGTH IS MORE
ADD 1"x1"x1/4" ANGLE STIFFENER
NOTES:
PLAN VIEW
SPLAY WIRES
3/8"ø HANGER
1-8
DETAIL A
RETURN DUCT
SEE PLAN FOR
SIZE(S) AND
LOCATION.
TRANSITION AS
REQUIRED.
ADD 1"x1"x1/4"
ANGLE STIFFENER
3/8"ø HANGER ROD WITH DOUBLE
PLENUM
(TYP.)
2. FOR RF-1 AND RF-2
3 / 8" NUT AND WASHER AT EA
END (TYP. OF 4)
16GA3"X3"0.04" L CLIP
WITH 1/2 " DIA THRU
BOLT TO BLKG, TYP EA
HANGER ROD.
3x BLKG AT HANGER
ATTACHMENT WITH (6)
10D TN TO JOISTS EA
END, TYP
(E) FLOOR JOISTS
1/2"DIA THRU BOLT
WITH WASHER AND NUT
EA END, TYP. AT
SPLAY WIRE TO JOIST.
OUTLINE OF EQUIPMENT
PLAN
HOUSEKEEPING PAD (f'c=3000 PSI, MIN)
UNISTRUT MEMBE - PER
MANUFACTURER
UNISTRUT CHANNEL
BELOW UNIT
SECTION A-A
A A
3/8"HILTI KB-TZ2 WITH 1-1/2"
EFFECTIVE EMBED, MIN. SEE PLAN
FOR LOCATION AND QUANTITY.
3/8" DIA. THREADED ROD.
TYPICAL 4 PLACES
CONTINUOUS 2" NEOPRENE
STRIP BETWEEN FAN COIL
AND UNISTRUT MEMBER.
NOTES:
1. FOR
FC-1-1,1-2,1-3,1-4,1-5,1-6,1-7
EXPANSION ANCHOR
LOCATION OF ANCHORS PER
MANUFACTURER, MIN. OF ONE
PER CORNER OF UNIT (4 TOTAL).
FOR LOCATION OF ANCHORS ON
CONCRETE PAD, SEE 4/S5.01
AND 7/S5.01.
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ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M5.0-4
DETAILS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
ADDENDUM C 11/01/2024
1 NO SCALE
PIPE ON SLAB MOUNTING
2 NO SCALE
PIPE SUPPORT ABV CEILING-WOOD
3 NO SCALE
PIPE SUPPORT RACK
4 NO SCALE
INLINE RETURN FAN
5 NO SCALE
FAN COIL PLATFORM
WITH ZINC RICH PRIMER
WELDED CONSTRUCTION
GRIND WELD AND COAT
12GA GALV STEEL
1"
TO SUIT
6"OC
1/4"Øx1 1/2" LAG
CAULK
(E) WALL
REFRIGERANT PIPE
INSULATION
SCREW
SEAL
OPENING
1. ALL SCREWS SHALL BE CADMIUM PLATED.
2. REFER TO ARCHITECTURAL DETAILS 1, 2,
AND 3 ON SHEET A8.0-2 FOR PIPE
PENETRATIONS INTO BUILING AND
ROUTING DOWN TO BASEMENT.
NOTE:
6" OC
DETERMINED IN FIELD
36" MIN, SIZE TO BE
8" MIN
12" MAX, FINAL
SIZE TO BE DETERMINED
IN FIELD
MATCH ADJACENT WALL FINISH.
REFER TO ARCHITECTURAL FOR
PAINT COLOR.
45° SLOPE
PVC PIPING ABOVE
1/2"Øx 2" MIN. EMBEDMENT
(ESR-4266)
HILTI KWIK BOLT TZ2 CONCRETE PADDING
CONCRETE PAD
INSULATED REFRIGERANT
TUBING INSIDE WATER-TIGHT
SCH.40 PVC CONCUIT
WATER TIGHT SCH. 40 PVC
ELECTRIAL CONDUIT
FINE GRAVEL OR SAND BED
12" MIN. BETWEEN REFRIGERANT
CONDUIT AND ELECTRICAL CONDUIT.
UNDISTURBED DIRT SECTION A-A
2" 12" 1" 1" 2" WITH TRACE WIRE
NOTES:
COMPACTED DIRT FILL
REFRIGERANT PIPING WITH
CONTINUOUS ALUMINUM
CLADDING
COOPER B-LINE
DURA-BLOK
DBE10-8
CONCRETE
EQUIPMENT
PAD
HILTI KWIK-CON+
TORX HEX HEAD
1/4"X1-1/4" (TYP. OF 2,
EACH ANGLE)
2" X 2" ANGLE (TYP. 2)
FLEXIBLE
WATERTIGHT
DRAIN PIPE
CAULK AND SEAL
WATERTIGHT
12 GA. GALV. STEEL
WELDED
CONSTRUCTION GRIND
WELD AND COAT W/ ZINC
RICH PRIMER.
GROUND LEVEL
#10 SELF-TAPPING
SMS (TYP. 2, EACH
ANGLE)
8"
MIN.
TO SUIT
TO SUIT
SEAL TOP OF CASING
AROUND REFRIGERANT
LINES WITH EXPANDING
FOAM INSULATION
DETAIL A: REFRIGERANT PIPE FROM VRF OUTDOOR UNIT TO BELOW GRADE
SEAL SLEEVE AT SLAB
COMPACTED DIRT GRADE 12" MIN.
INSULATION ON SUCTION
AND HOT GAS LINE
NO CONNECTION BELOW
GRADE
PROVIDE 6" PVC (DWV) LONG
SWEEP ELBOW OR 45° WYE
W/ 1/8" BEND.
MAX. BEND 45°
A
A
EXTERIOR WALL
VRF OUTDOOR UNIT
DETAIL A
REFRIGERANT PIPES TO EXTEND
19" MIN. FROM UNIT BEFORE BEND
1. FOLLOW ALL STANDARD MANUFACTURER'S VRF INSTALLATION PROCEDURES.
2. SCH 40 PVC CONDUITS MUST BE CAP-SEALED WATER TIGHT ON ALL EXPOSED ENDS TO PREVENT INFILTRATION OF MOISTURE.
3. ALL SCREWS SHALL BE CADMIUM PLATED.
4. THE CONDUIT INTERNAL DIAMETER SHOULD BE LARGE ENOUGH TO ACCOMMODATE MAIN PIPING ALONG WITH ITS INSULATION WITHOUT ANY COMPRESSION OR DEFORMATION. UNDERGROUND PIPING DESIGN SHOULD ACCOUNT FOR THERMAL EXPANSION AND CONTRACTION OF THE CONDUIT AND PIPING SYSTEM.
5. MAXIMUM UNDERGROUND DEPTH ("DROP") MUST BE ADDED TO THE DIMENSION FOR HEIGHT BETWEEN OUTDOOR AND INDOOR UNITS, EFFECTIVELY INCREASING IT. TOTAL UNDERGROUND DISTANCE SHALL BE ACCOUNTED FOR IN TOTAL AND FARTHEST PIPING LENGTH DIMENSIONS.
MUST BE SEAL AT BOTH ENDS
REFRIGERANT PIPE CONDUIT
(SCHEDULE 40 PVC)
WATER TIGHT CONDUIT
BUILDING
IDU
CEILING
STEEL ENCLOSURE PER 1/M5.0-5
3-1/2" MIN.
REFER STRUCTURAL
FOR CLEARANCE
AWAY FROM THE
FOOTING.
SLEEVE WITH ARMAFLEX
REFRIGERANT LINES IN
COORDINATE
WITH ELECTRICAL
FOR THE DEPTH
OF THE TRENCH
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M5.0-5
DETAILS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
ADDENDUM D 12/09/2024
1 NO SCALE
REFRIGERANT PIPE THRU EXT. WALL
2 NO SCALE
REFRIGERANT PIPING UNDERGROUND
D
FC1-7
MIXED AIR
PLENUM
(OA & RA)
555 CFM RA
MIXED AIR
PLENUM
(OA & RA)
FC1-5
MIXED AIR
PLENUM
(OA & RA)
FC1-4
MIXED AIR
PLENUM
(OA & RA)
FC1-3
MIXED AIR
PLENUM
(OA & RA)
FC1-2
MIXED AIR
PLENUM
(OA & RA)
FC1-1
MIXED AIR
PLENUM
(OA & RA)
ENERGY RECOVERY WHEEL
DOAS-1
AHU-1
MIXED AIR
PLENUM
(OA & RA)
RF-1
RF-2
800 CFM OA
180 CFM OA
615 CFM RA
120 CFM OA
680 CFM RA
800 CFM OA
780 CFM RA
150 CFM OA
480 CFM RA
450 CFM OA
680 CFM RA
800 CFM OA
SA SA SA SA SA SA SA SA
FIRST FLOOR
CRAWL SPACE
UNDER THE ENTIRE
BUILDING
RESTROOM
EXHAUSTS
RESTROOM
EXHAUSTS
FIRST FLOOR
COMMUNITY ROOM
SERVED BY ONLY
AHU-1
SA
RA
RA
9970 CFM RA
RETURN AIR FROM RETURN AIR
PLENUM-CRAWL SPACE TO
RETURN AIR FAN RF-1 AND RF-2
FC1-6
1450 CFM RA
MERV 13 FILTER
EXHAUST/RELIEF AIR
1350 CFM EA
FROM AHU-1
EXHAUST/RELIEF AIR
3800 CFM EA
100% OUTSIDE AIR
3800 CFM OA
RETURN AIR
OUTSIDE AIR
3800 CFM OA
3800 CFM RA
EA
OA
RA
SA
MOTORIZED OPD
(OPPOSED BLADE DAMPER)
MOTORIZED OPD
1350 CFM OA
OA
2800 CFM SA
MERV 13 FILTER
MOTORIZED OPD
EF-1 EF-2
800 CFM EA 100 CFM EA
REST OF THE BUILDING
SPACES SERVED BY
DOAS-1 & FCUs
1480 CFM SA
930 CFM SA
930 CFM SA
1480 CFM SA
735 CFM SA
735 CFM SA
1480 CFM OA
680 CFM RA
RETURN AIR
OUTSIDE AIR OUTSIDE AIR
RETURN AIR
SP
MANUAL VOLUME
DAMPERS (TYPICAL)
MERV 8 FILTER
(TYPICAL FOR FC's)
MERV 13 FILTER
RETURN AIR
500 CFM OA DUCTED TO INDIVIDUAL
SPACES AND SPACES SERVED BY
CASSETTE UNITS FC1-8 TO FC1-13
SP
OPD#1
OPD#2
OPD#3
SP#1
SP#2
BUILDING IS 200 CFM
POSITIVE PRESSURIZED
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2 P
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90 A
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+
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M5.0-6
MECHANICAL
AIRFLOW DIAGRAM
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
ADDENDUM C 11/01/2024
DI
AI
DI
AI
AI
AOAI
AOAI
AI
FM
AI
AO
DI
DO
T
CT
FAN
STATUS
FIRST FLOOR
RETURN AIR
EXHAUST/RELIEF
AIR FROM AHU-1
RETURN
FAN RF-1
SP
DIFF. PRESS.
MONITOR
MOUNT AT
LOCATIONS
SHOWN ON
PLANS
(TYPICAL-4)
PRESS.
TRANS.
DIFF.
PRESS.
COMMUNICATION LINK
BETWEEN VFD GATEWAY &
FMCS (TYPICAL EACH
FAN/VFD). SEE VFD DETAIL
FOR HARD-WIRED POINTS
RETURN FAN OPERATION:
RETURN FANS SHALL BE INDEXED TO RUN WHEN DOAS-1 IS OPERATIONAL. THE VFD SHALL MODULATE EXHAUST FAN SPEED TO MAINTAIN +0.05" W.G. (ADJ.) DIFFERENTIAL STATIC PRESSURE IN THE BUILDING VIA DIFFERENTIAL PRESSURE SENSOR (TOTAL 4 DIFFERENTIAL STATIC PRESSURE SENSORS IN THE BUILDING, SEE FLOOR PLANS). CONTROL STATIC PRESSURE SHALL BE SELECTABLE BETWEEN LOWEST STATIC PRESSURE AND AVERAGE STATIC PRESSURE. DIFFERENTIAL PRESSURE VALUE FROM ANY SENSOR THAT DEVIATES MORE THAN 0.3" SP (ADJ.) SHALL BE ALARMED AND NOT USED IN THE CONTROL SEQUENCE.
AIRFLOW MONITORING STATION SHALL MONITOR RETURN AIRFLOW AND LIMIT TOTAL RETURN AIRFLOW TO 9970 CFM (ADJ.).
MOTORIZED OPD #1 SHALL MODULATE TO MAINTAIN (ADJ.) STATIC PRESSURE AT PRESSURE TRANSDUCER SP#1. STATIC PRESSURE SHALL BE DETERMINED AND SET BY THE TESTING ADJUSTING AND BALANCING CONTRACTOR AND COORDINATED WITH TEMPERATURE CONTROLS CONTRACTOR DURING TAB EFFORT.
ALARMS, INTERLOCKS AND SAFETIES:
THE FOLLOWING CONDITIONS SHALL INDICATE AN ALARM AT THE FMCS CONTROL SYSTEM, HOWEVER RETURN FANS SHALL CONTINUE TO OPERATE:
• AN ALARM IS INDICATED AT ANY FAN (FAULT AT VFD OR COMMAND WITH NO CURRENT TRANSDUCER FAN OPERATION CONFIRMATION). • DIFFERENTIAL PRESSURE TRANSDUCER ACROSS MERV 13 FILTER BANK EXCEEDS 0.8 INCHES W.G. (ADJ.) • DIFFERENTIAL PRESSURE FAILURE OUT OF RANGE
• DAMPER POSITION FAILURE
AN ALARM SHALL BE GENERATED AT THE FMCS OPERATOR WORKSTATION IN THE EVENT THE FMCS COMMANDS THE RETURN FAN TO OPERATE AND THE CURRENT SENSING TRANSDUCER DETECTS INSUFFICIENT CURRENT DRAW.
VFD
CURRENT
TRANSDUCER
CT
FAN
STATUS
RETURN
FAN RF-2
VFD
CURRENT
TRANSDUCER
DP
FILTER
STATUS
DIFF
PRESS
SWITCH
(0-1" W.G.
SCALE)
MERV-13
FILTER
RACK
ACT
RETURN AIR
TO AHU-1
RETURN AIR
TO DOAS-1
RETURN AIR
TO FCs
SP
STATIC
PRESS.
TRANS.
LOCATE DUCT DIFFERENTIAL
STATIC PRESSURE SENSOR NEAR
MOST REMOTE FAN COIL UNIT
RETURN DUCT CONNECTION OR 2/3
DUCT LENGTH FROM THE RETURN
FAN TO THE MOST REMOTE FC.
ACT
N.O.
DMPR
FDBK
DMPR
MOD.
N.O.
DMPR
FDBK
DMPR
MOD.
OPD #1
OPD #2
SP #1
FIRST FLOOR
SPACE
CRAWL
SPACE
SEQUENCE OF OPERATION:
FMCS SHALL CONTROL EACH VFD AS DESCRIBED IN THE SEQUENCE OF OPERATION OF THE EQUIPMENT. DRIVE SHALL BE EQUIPPED BY THE VFD MANUFACTURER WITH A COMMUNICATION CARD THAT IS COMPATIBLE WITH THE FMCS CONTROL SYSTEM. TCC SHALL PROVIDE
COMMUNICATIONS WIRING AND PROGRAMMING AS REQUIRED FOR THE FMCS TO COMMUNICATE WITH EACH VFD AS DESCRIBED BELOW.
THE FOLLOWING VFD CONTROL PANEL POINTS (TO INCLUDE BUT NOT LIMITED TO) SHALL BE
CONTROLLED BY THE FMCS AND DISPLAYED ON THE OPERATOR WORKSTATION (OWS) GRAPHICAL SCREEN:
• SYSTEM STATUS: [ENABLE/DISABLE]
• SPEED SET ADJUSTMENT: [%]
• CURRENT LIMIT: [AMPS]
THE FOLLOWING VFD CONTROL PANEL POINTS (TO INCLUDE BUT NOT LIMITED TO) SHALL BE
MONITORED BY THE FMCS AND DISPLAYED ON THE OPERATOR WORKSTATION (OWS) GRAPHICAL SCREEN:
• SYSTEM STATUS: [DISABLED/MANUAL OPERATION/REMOTE OPERATION/AUTO/FAULT] • INPUT SPEED: [0 - 100%]
• OUTPUT SPEED: [0 - 100%]
• CURRENT: [AMPS]
• POWER: [kW]
• DRIVE TEMPERATURE: [°F]
• RUN HOURS: [NUMERICAL]
• DIAGNOSTIC AND FAULT CODES: [NUMERICAL]
• BYPASS OPERATION: [ENABLED/DISABLED]
TCC SHALL PROVIDE A CURRENT SENSING RELAY ON ANY VFD EQUIPPED WITH A BYPASS WHERE
THE VFD STATUS OUTPUT DOES INDICATE THE MOTOR IS RUNNING WHEN THE VFD IS OPERATING IN BYPASS MODE.
ALARMS, INTERLOCKS & SAFETIES:
AN ALARM SHALL BE INDICATED TO THE FMCS OPERATOR WORKSTATION IN THE EVENT A FAULT OR ERROR CONDITION OCCURS AT ANY VFD.
TCC SHALL PROGRAM VFD TO ENSURE MOTOR RPM DOES NOT DROP BELOW MINIMUM REQUIRED BY MOTOR MANUFACTURER.
COMMUNICATION LINK
BETWEEN VFD GATEWAY &
FMCS (TYPICAL EACH VFD)
VFD OUTPUT TO DRIVEN
EQUIPMENT SUCH AS
FANS.
VFD
SPEED
MOD
ALARM
START/
STOP
SEQUENCE OF OPERATION:
THE FCU ZONE CONTROLLER SHALL CYCLE THE FAN AND MODULATE REFRIGERANT FLOW AS
REQUIRED TO MAINTAIN THE SPACE TEMPERATURE AS MEASURED AT THE WALL MOUNTED THERMOSTAT.
INITIAL SET POINTS SHALL BE AS FOLLOWS:
* OCCUPIED FAN - ON CONTINUOUSLY (ADJ.)
* OCCUPIED COOLING - 75°F (ADJ.)
* OCCUPIED HEATING - 70°F (ADJ.)
* UNOCCUPIED FAN - CYCLE (ADJ.)
* UNOCCUPIED COOLING - 80°F (ADJ.)
* UNOCCUPIED HEATING - 65°F (ADJ.)
VRF FCU
FCU ZONE
CONTROLLER
TO OTHER ZONES
TO SYSTEM
CONTROLLER
WALL MOUNTED THERMOSTAT
PROVIDED WITH VRF SYSTEM
VRF ZONE CONTROLS: DESCRIPTION OF SYSTEM:
VARIABLE REFRIGERANT FLOW (VRF) CONDENSING UNITS, FAN COIL UNITS, ENERGY RECOVERY UNIT DOAS-1 AND BRANCH SELECTORS SHALL BE CONTROLLED BY A MANUFACTURER PROVIDED CONTROLLER WITH BACNET BASED INTERFACE. INTERFACE SHALL BE CONNECTED TO THE FMCS.
ALL VRF SYSTEM CONTROL COMPONENTS, CONTROLLERS, THERMOSTAT/SENSORS AND CONTROL FEEDERS AND RACEWAY SHALL BE INSTALLED BY THE MC.
SEQUENCE OF OPERATION:
THE SYSTEM SHALL BE ENABLED/DISABLED BY THE FMCS AND DOAS OPERATION.
THE VRF CONTROLLER SHALL OPERATE THE CONDENSING UNIT AND BCU AS NEEDED TO
MAINTAIN THE CONNECTED FAN COIL UNITS IN HEATING OR COOLING MODE AS REQUIRED BY THE ZONE SENSOR.
ALARMS, INTERLOCK & SAFETIES:
AN ALARM SHALL BE INDICATED AT THE FMCS WHEN THE FOLLOWING OCCUR:
* AN ALARM INDICATED AT ANY CONDENSING UNIT CONTROL PANEL. * AN ALARM INDICATED AT ANY FAN COIL UNIT
VRF SYSTEM CONTROLS:
FCU ZONE
CONTROLLER
VRF FCU
FCU ZONE
CONTROLLER
VRF FCU
BCU
VRF SYSTEM
CONTROLLER
VRF SYSTEM
CONDENSING UNIT
VRF SYSTEM
GRAPHICAL USER
INTERFACE
BACNET
INTERFACE TO
FMCS
TO OTHER ZONES
TO OTHER VRF
SYSTEMS
TO/FROM FMCS THROUGH VRF INTERFACE:
FAN COILS:
* SPACE TEMP SETPOINT [°F]
* SPACE TEMP [°F]
* FAN STATUS [ON/OFF]
* ZONE ALARM
* SCHEDULE
SYSTEM/CONDENSING UNIT:
* COMPRESSOR STATUS
* FAN STATUS
* SYSTEM ALARM
* SYSTEM START/STOP
* INDIVIDUAL VRF FCU START/STOP ADDRESSABLE
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ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M6.0-1
CONTROL
DIAGRAMS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
1 NO SCALE
RETURN FAN - CONTROL RF-1 & RF-2
3 NO SCALE
VRF SYSTEM AND ZONE CONTROLS
2 NO SCALE
VARIABLE FREQUENCY DRIVE CONTROL
AI AI
AI AI
DI AO
DO
DI DI DI DI
DI
DI
DI
AI
T FM
T FM
VFD
DSD
SP
SP
MOD ALARM
CS CS CS CS
ENERGY RECOVERY
WHEEL
CONTROLLER
DOAS
CONTROLLER
PACKAGE DOAS SYSTEM DESCRIPTION:
THE DOAS MANUFACTURER SHALL PROVIDE A FACTORY MOUNTED CONTROL PANEL. ALL AVAILABLE
DATA PROVIDED/MONITORED BY THE DOAS CONTROL PANEL SHALL BE AVAILABLE TO AND MONITORED BY THE FMCS SYSTEM. REFER TO SECTION 23 72 00 FOR A DESCRIPTION OF THE DOAS AND THE CONTROLS PROVIDED BY THE MANUFACTURER.
SEQUENCE OF OPERATION:
THE TCC SHALL EXTEND THE FMCS NETWORK TO THE DOAS UNITARY CONTROLLER PER THE PROTOCOL SPECIFIED IN SECTION 23 09 00. THE TCC SHALL PROVIDE ALL ADDITIONAL CONTROL COMPONENTS REQUIRED TO ACCOMPLISH THE SEQUENCE OF OPERATION.
BACNET
INTERFACE TO
FMCS
EXHAUST
AIR
OUT SIDE
AIR
COMMUNICATION LINK
BETWEEN VFD GATEWAY &
FMCS (TYPICAL EACH VFD)
TO/FROM FMCS
COMPRESSOR
STATUS (TYP)
SUPPLY FAN
STATUS (TYP. 2)
ER WHEEL
STATUS
EXHAUST FAN
STATUS
START/
STOP
MOUNT IN
DISCHARGE
PLENUM OF
DOAS.
DUCT MTD
TEMP
SENSORS
OUTSIDE
AIRFLOW
EXHAUST
AIR
SUPPLY
AIR
DUCT SMOKE DETECTOR: PROVIDED AND
WIRED BY ELECTRICAL CONTRACTOR.
INSTALLED BY MECHANICAL CONTRACTOR.
INTERLOCK TO DOAS CONTROL PANEL BY TCC.
HIGH
STATIC
SWITCH
DOAS REPORT GENERATION:
DDC FMCS SHALL MONITOR THE FOLLOWING POINTS ON 10 MINUTE (ADJ.) INTERVALS WITHIN A SINGLE TREND. THE TREND SHALL RUN FOR A 100-DAY (ADJ.) DURATION AT
WHICH POINT THE NEWEST VALUES SHALL AUTOMATICALLY OVERWRITE THE OLDEST VALUES:
DATE
TIME
GLOBAL OUTSIDE AIR TEMP [°F]
SUPPLY AIRFLOW [CFM]
SUPPLY AIR TEMP (SAT) [°F]
SUPPLY AIR TEMP SETPOINT [°F]
EXHAUST AIRFLOW [CFM]
EXHAUST AIR TEMP ENTERING UNIT (EAT) [°F]
ENERGY RECOVERY WHEEL EXHAUST AIR LEAVING AIR TEMPERATURE [°F] OUTSIDE AIRFLOW [CFM]
PRE-FILTER LOADING [STATUS]
FINAL FILTER LOADING [STATUS]
SUPPLY FAN VFD OUTPUT [% FULL SPEED]
EXHAUST FAN VFD OUTPUT [% FULL SPEED]
OUTSIDE AIR DAMPER POSITION [% OPEN]
EXHAUST AIR DAMPER POSITION [% OPEN]
ENERGY RECOVERY WHEEL VFD OUTPUT [% FULL SPEED]
BYPASS DAMPER POSITION [% OPEN]
DO DOAS ENABLE/DISABLE
AO DISCHARGE AIR TEMPERATURE SETPOINT ADJUST
AI SUPPLY FAN VFD OUTPUT
AI EXHAUST FAN VFD OUTPUT
AI ENERGY RECOVERY WHEEL START/STOP
AI OUTSIDE AIR CFM SETPOINT
DI GENERAL ALARM
DI DIRTY FILTER
DI ENERGY RECOVERY WHEEL DIRTY FILTER
AI EXHAUST AIR TEMPERATURE
AI ENERGY RECOVERY WHEEL LEAVING EXHAUST AIR TEMPERATURE
AI OUTSIDE AIR TEMPERATURE
AI ENERGY RECOVERY WHEEL LEAVING OUTSIDE AIR TEMPERATURE
THIS INFORMATION SHALL BE ACCESSIBLE TO VIEW IN GRAPHICAL FORM ON THE FMCS OPERATOR WORKSTATION.
TRENDING REQUIREMENTS:
DIGITAL POINTS: RECORD EVERY CHANGE OF ACTION WITH CORRESPONDING TIME STAMP FOR POINTS LISTED.
ANALOG POINTS: RECORD EVERY 15 MINUTES WITH CORRESPONDING TIME STAMP FOR POINTS LISTED.
THIS INFORMATION SHALL BE STORED TO A MEMORY LOCATION ON THE FMCS OPERATOR WORKSTATION THAT IS MAINTAINED FOR A PERIOD OF ONE YEAR.
DOAS REPORT GENERATION
TYPICAL FOR DOAS-1
A
B
C
D
E
F
R
A
B
C
D
E
F
AUX CONTACT
TO FMCS TO
INITIATE
CONTROL
TERMINAL
STRIP SPEED
CONTROL
EXHAUST SIGNAL
FAN VFD
SECTION
SPEED
CONTROL
SUPPLY FAN SIGNAL
VFD
SECTION
TERMINAL
STRIP
AUX CONTACT
TO FMCS TO
INITIATE
CONTROL
SAFETY
CIRCUITS
H N DUCT HIGH STATIC DUCT LOW STATIC LOW LIMIT TEMP SWITCH
SUPPLY & EXHAUST FAN VFD CONTROL
DOAS CONTROL PANEL SEQUENCE OF OPERATION:
THE FMCS SHALL SEND A SIGNAL TO START THE DOAS.
SUPPLY FAN OPERATION:
DOAS CONTROL PANEL SHALL MODULATE SIGNAL TO SUPPLY FAN VFD AS REQUIRED TO MAINTAIN (ADJ) STATIC PRESSURE SETPOINT AT SP#2.
STATIC PRESSURE SHALL BE DETERMINED AND SET BY THE TESTING ADJUSTING AND BALANCING CONTRACTOR AND COORDINATED WITH TEMPERATURE CONTROLS CONTRACTOR DURING TAB EFFORT.
EXHAUST FAN OPERATION:
EXHAUST FAN SHALL BE INDEXED TO RUN WHENEVER THE SUPPLY FAN IS INDEXED TO RUN. DOAS CONTROL PANEL SHALL MODULATE SIGNAL TO DOAS EXHAUST FAN VFD/ECM MOTOR AS REQUIRED TO MAINTAIN THE SAME AIRFLOW AS DOAS SUPPLY.
VENTILATION CONTROL:
WHENEVER THE UNIT IS SIGNALED TO START OR WHEN THE UNIT TRANSITIONS FROM UNOCCUPIED TO OCCUPIED MODE THE FOLLOWING SHALL OCCUR:
THE OUTSIDE AIR DAMPER AND THE EXHAUST AIR DAMPER SHALL OPEN IN 10% (ADJ.) INCREMENTS EVERY 1 (ADJ.) MINUTE UNTIL THE DAMPERS ARE FULLY OPEN.
THE RETURN AIR DAMPER SHALL CLOSE IN OPPOSITION AT THE SAME RATE AS THE OUTSIDE AIR DAMPER UNTIL FULLY CLOSED.
DISCHARGE AIR TEMPERATURE CONTROL:
AT FULL HEATING THE ENERGY RECOVERY WHEEL SHALL BE ROTATING AT FULL SPEED WITH THE BYPASS DAMPERS CLOSED AND THE HEATPUMP COMPRESSOR MODULATING TO MAINTAIN SETPOINT. WHENEVER THE DISCHARGE AIR TEMPERATURE IS ABOVE SETPOINT THE FOLLOWING SHALL OCCUR:
THE HEATPUMP HEATING CYCLE SHALL TURN OFF.
THE ENERGY RECOVERY WHEEL VFD SHALL MODULATE SPEED OF WHEEL TO MAINTAIN SETPOINT.
THE ENERGY RECOVERY WHEEL SHALL BE DISABLED AND THE BYPASS DAMPERS SHALL OPEN.
THE DOAS COMPRESSORS SHALL MODULATE TO MAINTAIN SETPOINT.
THE ENERGY RECOVERY WHEEL SHALL TURN ON TO FULL SPEED AND THE ENERGY RECOVERY WHEEL BYPASS DAMPERS SHALL CLOSE WHEN THE TEMPERATURE DIFFERENCE FROM THE RETURN AIR TO THE OUTSIDE AIR IS 5°F (ADJ.) OR GREATER FOR MORE THAN 20 MINUTES (ADJ.).
THE DOAS COMPRESSORS SHALL CONTINUE TO MODULATE TO MAINTAIN SETPOINT.
AT FULL COOLING THE ENERGY RECOVERY WHEEL SHALL BE ROTATING AT FULL SPEED WITH THE BYPASS DAMPERS CLOSED AND THE DOAS COMPRESSORS MODULATING TO MAINTAIN SETPOINT. WHENEVER THE DISCHARGE AIR TEMPERATURE IS BELOW SETPOINT THE FOLLOWING SHALL OCCUR:
THE DOAS COMPRESSORS SHALL CONTINUE TO MODULATE TO MAINTAIN SETPOINT.
THE ENERGY RECOVERY WHEEL SHALL BE DISABLED AND THE ENERGY RECOVERY WHEEL BYPASS DAMPERS SHALL OPEN WHEN THE TEMPERATURE DIFFERENCE FROM THE RETURN AIR AND OUTSIDE AIR IS 5°F (ADJ.) OR LESS.
THE DOAS COMPRESSORS SHALL TURN OFF. THE DOAS COMPRESSORS SHALL BE DISABLED BELOW 50°F (ADJ.) THE ENERGY RECOVERY WHEEL SHALL BE ENABLED AND THE BYPASS DAMPERS SHALL CLOSE.
THE ENERGY RECOVERY WHEEL SHALL MODULATE SPEED OF WHEEL TO MAINTAIN SETPOINT.
ONCE THE ENERGY RECOVERY WHEEL IS AT FULL SPEED THE HEATPUMP HEAT CYCLE SHALL TURN ON.
ENERGY RECOVERY WHEEL CONTROL:
DEFROST CONTROL: OVERRIDE THE HEATING WHEEL SPEED CONTROL TO LIMIT THE LEAVING EXHAUST AIR TEMPERATURE FROM THE WHEEL TO 15°F (ADJ.).
PURGE CONTROL: WHEN THE HEAT WHEEL IS DEACTIVATED, THE WHEEL SHALL RUN FOR 20 SECONDS AT MINIMUM SPEED EVERY 30 MINUTES TO KEEP THE ROTOR SURFACE CLEAN. BYPASS DAMPERS SHALL REMAIN OPEN DURING PURGE SEQUENCE.
ALARMS, INTERLOCKS AND SAFETIES:
SEND AN ALARM TO THE FMCS FOR THE FOLLOWING:
SUPPLY FAN VFD FAULT
EXHAUST FAN VFD FAULT
ENERGY RECOVERY WHEEL VFD FAULT
DIFFERENTIAL PRESSURE SWITCH ACROSS ANY PRE-FILTER (30%) BANK EXCEEDS 0.6 INCHES W.G. (ADJ.) IF DISCHARGE AIR TEMPERATURE IS MORE THAN 10°F (ADJ.) ABOVE OR BELOW SETPOINT.
IF THE FIRE ALARM SYSTEM IS ACTIVATED
EMERGENCY STOP
WHENEVER DOAS IS SHUTDOWN THE DOAS CONTROLLER SHALL COMMAND THE FOLLOWING TO OCCUR:
SUPPLY FAN AND EXHAUST FAN VFDS SHALL BE DE-ENERGIZED.
OUTSIDE AIR AND RELIEF AIR DAMPERS SHALL FULLY CLOSE. THE RETURN AIR DAMPER SHALL FULLY OPEN.
HEATING AND COOLING SHALL BE DISABLED.
THE ENERGY RECOVERY WHEEL SHALL STOP.
UNOCCUPIED MODE:
PROVIDE TIME OF DAY SCHEDULE TO ALLOW DOAS TO ENTER UNOCCUPIED MODE PER SCHEDULE.
THE SUPPLY AND EXHAUST FANS SHALL TURN OFF.
THE OUTSIDE AIR AND EXHAUST AIR DAMPERS SHALL CLOSE.
FMCS SEQUENCE OF OPERATION:
WHEN DOAS IS INDEXED TO RUN, THE FOLLOWING SHALL OCCUR:
THE FMCS SHALL SEND A SIGNAL TO INDEX THE DOAS TO START.
WHEN THE DOAS SUPPLY FAN HAS STARTED THE INTERLOCKED RETURN FANS RF-1 AND RF-2 SHALL START AS SHOWN IN THE FAN INTERLOCK SCHEDULE.
VRF SYSTEM FAN COIL UNITS SHALL BE ENERGIZED.
DISCHARGE AIR SETPOINT:
DISCHARGE AIR DRY BULB TEMPERATURE SHALL BE 50°F (ADJ.) SENT FROM FMCS TO DOAS CONTROLLER.
EXTERNAL CONTROLS PROVIDED BY AND/OR WIRED BY TCC:
SUPPLY AND EXHAUST TEMPERATURE SENSOR
DUCT SMOKE DETECTOR
AIR FLOW MEASURING STATION
COMPRESSOR STATUS (EACH)
ALL REQUIRED POINTS FROM DOAS CONTROLLER TO FMCS
ALL REQUIRED POINTS FROM FMCS TO DOAS CONTROLLER
ALARMS, INTERLOCKS AND SAFETIES:
WHEN FIRE ALARM CONTROL PANEL INDICATES AN ALARM CONDITION, FMCS SHALL SEND A SIGNAL TO DOAS TO SHUTDOWN UNIT.
THE FOLLOWING SAFETIES SHALL BE INSTALLED BY THE TCC IN THE FIELD.
HIGH STATIC SWITCH (WIRED TO SUPPLY FAN)
LOW STATIC SWITCH (WIRED TO EXHAUST FAN)
FIRE ALARM RELAY (WIRED TO SUPPLY AND EXHAUST FAN)
FMCS WILL RECEIVE A SIGNAL FROM THE DOAS CONTROLLER FOR THE FOLLOWING:
SUPPLY FAN VFD FAULT
RETURN FAN VFD/ECM MOTOR FAULT
DIRTY FILTERS (WHEN FILTER PRESSURE DROP EXCEEDS 0.6" W.C. (ADJ.) IF DISCHARGE AIR TEMPERATURE IS MORE THAN 10°F (ADJ.) ABOVE OR BELOW SETPOINT.
IF THE FIRE ALARM SYSTEM IS ACTIVATED
EMERGENCY STOP
WHENEVER DOAS IS SHUTDOWN THE FMCS SHALL COMMAND THE FOLLOWING TO OCCUR:
INTERLOCKED RETURN FANS SHALL BE DE-ENERGIZED. FAN COIL UNITS/VRF SYSTEM SHALL BE DE-ENERGIZED.
GRAPHICAL DISPLAY:
DISPLAY THE GLOBAL OUTSIDE AIR TEMPERATURE AND HUMIDITY ON DOAS GRAPHIC PAGE.
DUCT MTD
TEMP
SENSORS
LOW STATIC
SWITCH
EXHAUST
AIRFLOW
DOAS FAN INTERLOCK SCHEDULE
SYSTEM INTERLOCKED FANS/ VRF SYSTEM REMARKS
DOAS-1 RF-1, RF-2, VRF SYSTEM NOTE 1
NOTES:
1. INTERLOCK FAN OPERATION THROUGH THE FMCS WITH RESPECTIVE DOAS IN ACCORDANCE WITH DOAS SEQUENCE OF OPERATION.
POINTS PROVIDED WITH DOAS CONTROLLER:
POINTS WILL BE MADE AVAILABLE TO FMCS OVER INTERFACE CARD • DO DOAS ENABLE/DISABLE
• AO DISCHARGE AIR TEMPERATURE SETPOINT ADJUST
• AI SUPPLY FAN VFD OUTPUT
• AI EXHAUST FAN VFD OUTPUT
• AI ENERGY RECOVERY WHEEL START/STOP
• AI OUTSIDE AIR CFM SETPOINT
• DI GENERAL ALARM
• DI DIRTY FILTER
• DI ENERGY RECOVERY WHEEL DIRTY FILTER
• AI EXHAUST AIR TEMPERATURE
• AI ENERGY RECOVERY WHEEL LEAVING EXHAUST AIR TEMPERATURE • AI OUTSIDE AIR TEMPERATURE
• AI ENERGY RECOVERY WHEEL LEAVING OUTSIDE AIR TEMPERATURE
FIRE ALARM SYSTEM
CONNECT FIRE ALARM TO DOAS-1 START/STOP CIRCUIT SO FIRE ALARM CAN SHUT DOWN AND SO DOAS-1 CAN AUTOMATICALLY RESTART AFTER A FIRE ALARM TEST.
CS
2 SP
STATIC
PRESS.
TRANS.
LOCATE DUCT DIFFERENTIAL
STATIC PRESSURE SENSOR NEAR
MOST REMOTE FAN COIL UNIT
OUTSIDE AIR DUCT CONNECTION
OR 2/3 DUCT LENGTH FROM THE
OUTSIDE AIR FAN TO THE MOST
REMOTE FC.
SP #2
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PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M6.0-2
CONTROL
DIAGRAMS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
1 NO SCALE
DOAS-1 WITH ENERGY RECOVERY WHEEL CONTROL
AI
DSD FM T
DI
DI
AHU CONTROLLER
DUCT SMOKE DETECTOR: PROVIDED AND WIRED
BY ELECTRICAL CONTRACTOR. INSTALLED BY
MECHANICAL CONTRACTOR. INTERLOCK TO RTU
CONTROL PANEL BY CONTRACTOR IN THE FIELD.
SUPPLY
AIRFLOW
SUPPLY
AIR
BACNET INTERFACE
TO FMCS
CONTROLS PROVIDED BY EQUIPMENT MANUFACTURER:
SUPPLY FAN CONTROL:
AHU CONTROLLER SHALL START. SUPPLY FAN. SUPPLY FAN SHALL RUN CONTINUOUSLY WHEN OCCUPIED.
VENTILATION CONTROL:
WHENEVER THE UNIT IS IN OCCUPIED MODE THE OUTSIDE AIR DAMPER SHALL MODULATE TO MAINTAIN MINIMUM OUTSIDE AIR CFM BASED ON QUANTITY OF AIR FROM UNIT MOUNTED AIRFLOW MEASURING STATION.
SUPPLY AIR CONTROL:
DISCHARGE AIR TEMPERATURE SHALL BE MODULATED AS REQUIRED TO MAINTAIN SPACE SETPOINT. WHENEVER THE SUPPLY AIR TEMPERATURE IS ABOVE SETPOINT, THE FOLLOWING SHALL OCCUR IN SEQUENCE:
• MODULATE OA DAMPER AS REQUIRED UNTIL SET POINT IS REACHED. • IF SET POINT CANNOT BE MAINTAINED BY OA DAMPER CONTROL. • THE COMPRESSORS SHALL BE ENABLED AND MFR SHALL MODULATE COMPRESSOR CAPACITY AS REQUIRED TO MAINTAIN SET POINT.
WHENEVER THE DISCHARGE AIR TEMPERATURE IS BELOW SETPOINT, THE FOLLOWING SHALL OCCUR IN SEQUENCE:
• IF THE DISCHARGE AIR TEMPERATURE IS MORE THAN 5°F (ADJ) BELOW SETPOINT. MFR SHALL MODULATE COMPRESSORS OFF. • MODULATE OA DAMPER AS REQUIRED UNTIL SET POINT IS REACHED. • IF SET POINT CANNOT BE MAINTAINED BY OA DAMPER CONTROL, MODULATE HEATPUMP COMPRESSOR STAGES AS REQUIRED TO MAINTAIN SET POINT.
WHENEVER AHU IS SHUTDOWN THE AHU CONTROLLER SHALL COMMAND THE FOLLOWING TO OCCUR:
• SUPPLY FAN SHALL STOP.
• OUTSIDE AIR DAMPERS OPD#3 SHALL FULLY CLOSE.
• HEATING AND COOLING SHALL BE DISABLED.
UN-OCCUPIED MODE OPERATION:
• OUTSIDE AIR AND RELIEF AIR DAMPER SHALL REMAIN CLOSED. RETURN AIR DAMPER SHALL BE 100% OPEN. 2 SUPPLY
TEMPERATURE
SENSOR
1 1
CONTROLS SEQUENCE PROVIDED BY CONTRACTOR IN FIELD:
SEQUENCE OF OPERATION:
WHEN AHU IS INDEXED TO RUN, THE FOLLOWING SHALL OCCUR:
• SUPPLY FAN SHALL BE ENABLED TO RUN.
• WHEN THE SUPPLY FAN HAS STARTED THE MOTORIZED OPPOSED BLADE DAMPER OPD#3 SHALL MODULATE OPEN FOR OUTSIDE AIR.
COMMUNITY ROOM OCCUPANCY SCHEDULING:
ENABLE AHU TO RUN BASED ON THE FOLLOWING OCCUPANCY SCHEDULE WITH ALLOWANCE FOR ENERGY CODE OPTIMAL START.
• OCCUPIED MODE:
• UNOCCUPIED MODE:
CONTRACTOR SHALL FIELD INSTALL THE FOLLOWING MANUFACTURER PROVIDED EXTERNAL SENSORS AND WIRE BACK TO AHU CONTROLLER:
• SUPPLY AIR TEMPERATURE IN SUPPLY DUCT.
ALARMS, INTERLOCKS AND SAFETIES:
THE FOLLOWING SAFETIES SHALL BE INSTALLED AND WIRED IN THE FIELD. • FIRE ALARM RELAY (WIRED TO UNIT ENABLE/DISABLE TO TURN FANS OFF)
EXTERNAL CONTROLS PROVIDED BY CONTROLS CONTRACTOR AND
WIRED TO FMCS:
• STATIC SWITCH
• RETURN TEMPERATURE SENSOR
• DUCT SMOKE DETECTOR
• DUCT SMOKE DETECTOR INTERLOCK
2 AHU REPORT GENERATION:
DDC FMCS SHALL MONITOR THE FOLLOWING POINTS ON 10 MINUTE (ADJ.) INTERVALS WITHIN A SINGLE TREND. THE TREND SHALL RUN FOR 365 DAY (ADJ.) DURATION AT WHICH POINT THE NEWEST VALUES SHALL AUTOMATICALLY OVERWRITE THE OLDEST VALUES.
PROVIDED BY MANUFACTURER THROUGH GATEWAY TO FMCS:
• SUPPLY AIR TEMP (SAT) [°F]
• OUTSIDE AIRFLOW [CFM]
• FILTER SWITCH
POINTS PROVIDED BY FMCS AND SYSTEM:
• DATE
• TIME
• GLOBAL OUTSIDE AIR TEMP [°F]
• SUPPLY AIRFLOW [CFM]
THIS INFORMATION SHALL BE ACCESSIBLE TO VIEW IN EITHER TABULAR OR GRAPHICAL FORM ON THE FMCS OPERATOR WORKSTATION.
KEYNOTES:
1. SENSOR PROVIDED BY RTU MANUFACTURER. SENSOR
FEEDER/RACEWAY AND CONNECTION SHALL BE INSTALLED BY
CONTRACTOR IN THE FIELD.
MONDAY THROUGH FRIDAY 6:00AM-9:00PM (ADJ.)
SATURDAY THROUGH SUNDAY 8:00AM-6:00PM (ADJ.)
MONDAY THROUGH FRIDAY 9:00PM-5:00AM (ADJ.)
SATURDAY THROUGH SUNDAY 6:00PM-7:00AM (ADJ.)
ALARMS, INTERLOCKS & SAFETIES:
FMCS SHALL INDICATE AN ALARM TO THE FMCS OPERATOR WORKSTATION IN THE EVENT THE FOLLOWING OCCUR:
• THE CONTROLLER INDICATES AN ALARM CONDITION.
SUMP PIT ALARM
ALARM
CONTROLS
ALARMS, INTERLOCKS & SAFETIES:
FMCS SHALL INDICATE AN ALARM TO THE FMCS OPERATOR WORKSTATION IN THE EVENT THE FOLLOWING OCCUR:
• HIGH WATER CONDITION.
• CONTROLLER INDICATES AN ALARM CONDITION.
SUMP PUMP
ALARM
CONTROLS
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CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M6.0-3
CONTROL
DIAGRAMS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
1 NO SCALE
AHU-1 AIR HANDLING UNIT SPLIT DX UNIT SINGLE ZONE CONSTANT CONTROLS ADDENDUM D 12/09/2024
2 NO SCALE
SUMP PIT ALARM 3 NO SCALE SUMP PUMP MONITORING
D
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PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M7.0-1
COMPLIANCE
FORMS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
ADDENDUM C 11/01/2024
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M7.0-2
COMPLIANCE
FORMS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
ADDENDUM C 11/01/2024
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CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M7.0-3
COMPLIANCE
FORMS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
ADDENDUM C 11/01/2024
B
MECHANICAL
001
AHU-1
22x18
14x16
90x30
DOAS-1
BC-2
22x2036x20
10x6
STATIC
PRESSURE
SENSOR
FC-1-3
2 M8.0-2
_____
1 M8.0-2
_____
1 M8.0-3
_____
MOD-1
MOD-2
RF-1
RF-2
BC-1
FC-1-6
DSD
DSD
DSD
DSD
DSD
24x32
PLENUM
22x20
DN TO
PLENUM
22x20
22"X20" RA DN TO
PLENUM MIXING BOX
16x16 14x12
14 x
8 16x12
14x10
18x10
8x6
22x6
48x16
PROVIDE FILTER
RACK FOR (6)
30"X30"X2" MERV
13 FILTERS
22x26
22x12
92x24
10x6
10x10
16x12
FC-1-1
16x12
14x12 16x12
10x10
10x12
FC-1-7
FC-1-2
FC-1-5
FC-1-4
8x8
12x10
CONTROL
PANEL
TEMPERATURE
CONTROL PANEL
AND BMS
WORKSTATION
22x12
10x12
44x26
40x24
30x26
10x10
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ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M8.0-1
ENLARGED PLANS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
1 1/2" = 1'-0"
MECHANICAL ROOM 001
ADDENDUM C 11/01/2024
LEVEL 01
0"
3 LIGHTING HOST
12' - 6"
4 BASEMENT
-14'-0"
ROOF
9'-2"
DOAS-1
1 M8.0-3
_____
26x44 10x12
30x26
16x48
16x48
FC-1-2
10x14
36x20
22x20
24x40
26x30
10x6
8x14
22x12
12x16
10x12
10x12
MANUFACTURED FAN
COIL MIXING BOX
PLENUM SUPPORT
(TYP.7)
LEVEL 01
0"
3 LIGHTING HOST
12' - 6"
4 BASEMENT
-14'-0"
ROOF
9'-2"
1 M8.0-3
_____
AHU-1
32x24 20x22
18x22
24x32
12x14
FC-1-1
FC-1-3
16x18
12x22
10x6
14x16
30x90 12x16
12x14
16x18
10x12
10x10
VFD
RF-1
I
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9 AS.O
A
FRANCN
4 0 8 0
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,N I N G
CRAE
I T E C T
SC
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N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M8.0-2
MECHANICAL
SECTIONS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
2 1/4" = 1'-0"
DOAS-1 SECTION 1 1/4" = 1'-0" AHU-1 SECTION
ADDENDUM C 11/01/2024
LEVEL 01
0"
BASEMENT
-14'-0"
MANUFACTURED FAN
COIL MIXING BOX
PLENUM SUPPORT
(TYP.7)
FC-1-4
FC-1-2 FC-1-5
FC-1-6
FC-1-7
12x22
82x30
18x16
FC-1-3 FC-1-1
12x10 8x6
12x10
14x10
14x16
18x16
14x1016x12
CONTROL
PANEL
CONTROL
PANEL CONTROL
PANEL
CONTROL
PANEL
CONTROL
PANEL
MX-FC-1-1
MX-FC-1-7
MX-FC-1-6
MX-FC-1-2
MX-FC-1-5
MX-FC-1-4
22x18
16x12
10x10
10x10
14x12
14x12
12x10
12x10
12x10
12x10
14x10
12x10
16x12
12x10
16x10
12x10
14x8
14x10
12x10
16x18
20x14
10x10 14x12 8x8 12x10 8x6
1 1/2" = 1'-0"
FAN COIL UNITS SECTION
I
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9 AS.O
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4 0 8 0
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L11
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NDEN VA
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I T E C T
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7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
M8.0-3
MECHANICAL
SECTIONS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
ADDENDUM C 11/01/2024
PLUMBING SYMBOL LIST
SYMBOL: DESCRIPTION:
PIPE SERVING FIXTURE ON FLOOR ABOVE
(EXAMPLE: FD = FLOOR DRAIN) FD
PITCH PIPE IN DIRECTION
UNION/FLANGE
BALANCING VALVE (NUMBER INDICATES GPM) GPM
CHECK VALVE
REDUCER - REFERENCE SPECIFICATION
FOR CONCENTRIC/ECCENTRIC AND FOT/FOB
M METER
PIPE CAP
PIPE DOWN
PIPE UP OR UP/DOWN
DIRECTION OF FLOW IN PIPE
SHUTOFF VALVE NORMALLY OPEN
SHUTOFF VALVE NORMALLY CLOSED
CW COLD WATER - POTABLE
DT DRAIN TILE
HW HOT WATER - POTABLE
HWC HOT WATER CIRCULATING - POTABLE
HW140 HOT WATER - POTABLE NUMBER INDICATES TEMP
HWC140 HOT WATER CIRC. - POTABLE NUMBER INDICATES TEMP
PD PUMPED DISCHARGE
SAN SANITARY DRAINAGE
ST(1,000) STORM DRAINAGE (ROOF SQUARE FOOTAGE)
STORM DRAINAGE (SECONDARY)
V VENT
D DRAIN
NOT ALL SYMBOLS MAY APPLY.
PRESSURE REDUCING VALVE (LIQUID/GAS)
SOLENOID VALVE
SAFETY/RELIEF VALVE
VACUUM BREAKER
P PRESSURE GAUGE (FURNISHED WITH BALL VALVE)
TEMPERATURE SENSOR WITH WELL
T
THERMOMETER WITH WELL (DIAL TYPE) T
THERMOMETER WITH WELL (FILLED TYPE)
PIPE CONTINUATION
P PRESSURE SENSOR (FURNISHED WITH BALL VALVE)
ROUTE TO DRAIN
BACKFLOW PREVENTER
SAFETY RELIEF VALVE
W/ DRIP PAN ELBOW
PLUMBING ABBREVIATION KEY
CO CLEANOUT
DF DRINKING FOUNTAIN
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FS FLOOR SINK
HB HOSE BIBB
I.E. INVERT ELEVATION (FOR REFERENCE ONLY)
L or LAV LAVATORY
MB MOP BASIN
MV MIXING VALVE
RD ROOF DRAIN
SH SHOWER
SK SINK
SS SERVICE SINK
TP TRAP PRIMER
UR URINAL
WC WATER CLOSET
WCO WALL CLEANOUT
WH WATER HEATER
YCO YARD CLEANOUT
ES EMERGENCY SHOWER
EWC ELECTRIC WATER COOLER
VTR VENT THROUGH ROOF
AD ACCESS DOOR
AFF ABOVE FINISHED FLOOR
BFP BACKFLOW PREVENTER
NIC NOT IN CONTRACT
ABBR: DESCRIPTION:
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
E EXISTING
FM FLOW METER
WM WATER METER
CI CAST IRON
DI DUCTILE IRON
UB UTILITY BOX
SCCR SHORT CIRCUIT CURRENT RATING
DN DOWN
48" MAX.
20" MAX.
44" MAX.
20"-25" MAX.
48" MAX.
15" MIN.
48" MAX.
46" MAX.
10" MAX. 10"-24" MAX.
ADA GUIDELINES - FRONT ACCESS
ADA STANDARDS FOR ACCESSIBLE DESIGN
INSTALL ABOVE COUNTER
DEVICE AT 44" ABOVE
FINISHED FLOOR.
INSTALL ABOVE COUNTER
DEVICE AT 40" ABOVE
FINISHED FLOOR.
INSTALL DEVICE AT 18"
ABOVE FINISHED FLOOR.
ADA GUIDELINES - SIDE ACCESS
INSTALL DEVICE AT 44"
ABOVE FINISHED FLOOR.
INSTALL DEVICE AT 42"
ABOVE FINISHED FLOOR.
MECHANICAL GENERAL NOTES:
THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED
TO, FIRE PROTECTION, PLUMBING, MEDICAL GAS, VENTILATION, PIPING AND TEMPERATURE CONTROL.
1. DRAWINGS SHOWING LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC. ARE DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS.
DRAWINGS SHOW THE GENERAL ARRANGEMENT OF DUCTWORK, PIPING, EQUIPMENT, ETC.,
AND MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED FOR COMPLETE INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT.
2. CATALOG AND MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN AS AN AID TO THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR
IS RESPONSIBLE FOR THE COMPLETE DESCRIPTION OF MATERIAL SCHEDULED ON THESE DRAWINGS AND IN THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE
MATERIAL AND SCHEDULED PERFORMANCE TAKES PRECEDENCE OVER THE MODEL NUMBER. THE FIRST MANUFACTURER SCHEDULED IS THE BASIS OF DESIGN.
3. DETERMINATION OF QUANTITIES OF MATERIAL AND EQUIPMENT REQUIRED SHALL BE MADE BY THE CONTRACTOR FROM THE DOCUMENTS. WHERE MATERIAL AND/OR QUANTITY
DISCREPANCIES ARISE BETWEEN DRAWINGS, SCHEDULES AND/OR SPECIFICATIONS, THE HIGHER QUALITY/ GREATER NUMBER SHALL GOVERN.
4. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CLEARANCES FROM
ARCHITECTURAL, STRUCTURAL, SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR PHYSICALLY AT SITE. REVIEW ALL DRAWINGS, INCLUDING THOSE OF OTHER TRADES.
5. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE
CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES. BRING ANY INTERFERENCES
OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH FABRICATION OR EQUIPMENT ORDERS.
6. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE
REASONABLE ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER ACCESS.
7. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO
COORDINATE SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR EXPENSE TO OTHERS.
8. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL
CHANGES REQUIRED FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF DESIGN.
9. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY
AUDIO/VISUAL, AND OTHER MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES.
10. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, AND FINISH.
11. IN AREAS WITH DRYWALL CEILINGS COORDINATE LOCATIONS OF ACCESS PANELS WITH THE GC FOR ACCESS TO VALVES, DUCTWORK ACCESSORIES, DAMPERS, ETC. COORDINATE PANEL TYPE AND COLOR WITH ARCHITECT. NOTIFY THE GC OF THE REQUIRED ACCESS PANELS PRIOR TO BIDDING.
12. SEAL ALL FLOOR, WALL, AND ROOF PENETRATIONS AIRTIGHT WHERE CONDUITS, PIPING, AND DUCTS PENETRATE. PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF SHALL BE
SEALED AIRTIGHT WITH WATERPROOFING MATERIALS RECOMMENDED BY MANUFACTURER FOR OUTDOOR USE.
13. CAULK ALL PIPE AND DUCT PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL, PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE
TRANSMISSION FROM ONE ROOM TO ANOTHER AND TO PROVIDE THE DESIRED NC LEVELS WITHIN ROOMS.
14. WHERE PIPES AND DUCTS ARE SHOWN TO PENETRATE FLOORS, PROVIDE SLEEVED
OPENINGS WITH THE TOP EDGE RAISED ABOVE FLOOR SURFACE IN ACCORDANCE WITH ALL RELEVANT SPEC SECTIONS. SEAL SLEEVE PERIMETER TO BE WATERTIGHT.
15. EQUIPMENT SIZES AND SERVICE CLEARANCE REQUIREMENTS VARY AMONG DIFFERENT MANUFACTURERS. CONSULT APPROVED SHOP DRAWINGS FOR EQUIPMENT SIZES AND REQUIRED SERVICE CLEARANCES. COORDINATE WITH LAYOUT OF EQUIPMENT PADS, PIPING, DUCTWORK, ETC.
16. DO NOT BLOCK TUBE PULL OR EQUIPMENT SERVICE CLEARANCES.
17. MAINTAIN A MINIMUM WORKING CLEARANCE OF 3’-6” IN FRONT OF ALL ELECTRICAL
EQUIPMENT REQUIRING MAINTENANCE, INSPECTION, AND TESTING INCLUDING BUT NOT
LIMITED TO PANELS, DISTRIBUTION PANELS, SWITCHBOARDS, MOTOR CONTROL CENTERS, TRANSFORMERS, EQUIPMENT DISCONNECTS AND STARTERS.
18. MAINTAIN THE DEDICATED ELECTRICAL EQUIPMENT SPACE DEFINED BY THE WIDTH / DEPTH OF ELECTRICAL EQUIPMENT MEASURED FROM THE FLOOR TO A HEIGHT 6’-0” ABOVE THE EQUIPMENT OR THE STRUCTURAL CEILING, WHICHEVER IS LOWER. SYSTEMS FOREIGN TO
THE ELECTRICAL DISTRIBUTION SYSTEM ARE NOT ALLOWED IN THE DEDICATED ELECTRICAL SPACE INCLUDING: DUCTWORK, PIPING, ETC.
19. PROVIDE CONCRETE EQUIPMENT PAD FOR ALL FLOOR MOUNTED EQUIPMENT. PAD SHALL EXTEND MINIMUM 6” BEYOND ALL SIDES OF EQUIPMENT EXCEPT WHERE PAD EXTENSION
WOULD INTERFERE WITH WORKING SPACE AT EQUIPMENT CONTROL PANELS AND ELECTRICAL PANELS.
20. DO NOT EXCEED 25 LBS PER HANGER AND A MINIMUM SPACING OF 2'-0" ON CENTER WHEN
ATTACHING TO METAL ROOF DECKING (LIMITATION NOT REQUIRED WITH CONCRETE ON METAL DECK). THIS 25 LBS. LOAD AND 2'-0" SPACING INCLUDE ADJACENT ELECTRICAL AND ARCHITECTURAL ITEMS HANGING FROM DECK. IF THE HANGER RESTRICTIONS CANNOT BE ACHIEVED, SUPPLEMENTAL FRAMING OFF STEEL FRAMING SHALL BE ADDED. ANCHORS
EMBEDDED IN CONCRETE SHALL BE CRACKED CONCRETE APPROVED IN ACCORDANCE WITH SPECIFICATIONS.
MECHANICAL RENOVATION NOTES:
THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED
TO, FIRE PROTECTION, PLUMBING, MEDICAL GAS, VENTILATION, PIPING AND TEMPERATURE CONTROL.
1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS BEFORE PROCEEDING.
2. NOT ALL EXISTING DUCTWORK AND PIPING IS SHOWN. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK. NOTIFY ENGINEER OF ANY CONFLICTS WITH NEW WORK.
3. FIELD VERIFY THE AVAILABLE CLEARANCES FOR DUCTWORK AND PIPING BEFORE FABRICATION. RISES AND DROPS MAY BE NECESSARY BECAUSE OF EXISTING FIELD CONDITIONS.
4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CUTTING, REMOVAL AND PATCHING OF ROOFS, WALLS, AND FLOORS ASSOCIATED WITH WORK BY ALL CONTRACTORS.
CONTRACTORS SHALL NOTIFY THE GC OF AFFECTED AREAS PRIOR TO BIDDING.
5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF
CEILINGS, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL CONTRACTORS. NOTIFY THE CONTRACTOR OF AFFECTED AREAS PRIOR TO BIDDING.
6. WHERE EXISTING MECHANICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH
NEW EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL
EITHER ARRANGE NEW EQUIPMENT, PIPING, OR DUCTWORK IN SUCH A FASHION THAT IT
DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING MECHANICAL SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR DUCTWORK.
7. OBTAIN PERMISSION FROM OWNER BEFORE SHUTTING DOWN ANY SYSTEM FOR ANY REASON. MAINTAIN SERVICE TO ALL COMPONENTS THAT ARE TO REMAIN UNTIL NEW SYSTEMS ARE INSTALLED.
8. MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR TIE IN AND SWITCHOVER. DRAIN SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. OBTAIN PERMISSION FROM OWNER BEFORE PARTIALLY OR COMPLETELY DRAINING SYSTEM. MAKE CHANGEOVER TO NEW SYSTEMS WITH MINIMUM OUTAGE.
9. DISCONNECT AND REMOVE MECHANICAL DEVICES AND EQUIPMENT SERVING EQUIPMENT THAT HAS BEEN REMOVED.
10. PROPERLY RECLAIM AND DISPOSE OF ALL REFRIGERANT IN REMOVED EQUIPMENT/ REFRIGERANT PIPING. RECLAIMED REFRIGERANT SHALL HAVE DOCUMENTATION AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
11. THE OWNER INTENDS TO RE-USE THE EXISTING AIR-COOLED CHILLER, CHILLED WATER PUMPS, BOILERS, AND HEATING HOT WATER PUMPS AT OTHER LOCATIONS. CONTRACTOR
SHALL COORDINATE WITH THE OWNER AND TAKE CAUTION IN REMOVING THIS EQUIPMENT TO AVOID DAMAGE. CONTRACTOR IS RESPONSIBLE FOR RELOCATING THESE ITEMS TO A SEPARATE LOCATION COORDINATED WITH THE OWNER. THE CONTRACTOR SHALL DISPOSE OF EQUIPMENT THE OWNER DOES NOT WANT TO REUSE OR RETAIN.
1. THE SYMBOLS AND THE MATERIAL LIST ARE FOR THE CONVENIENCE OF THE CONTRACTOR.
CONTRACTOR SHALL VERIFY QUANTITIES AND FURNISH ALL MATERIALS REQUIRED FOR FULLY OPERATIONAL SYSTEMS, WHETHER SPECIFIED OR NOT.
2. CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN AS AN AID TO THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR IS
RESPONSIBLE FOR A COMPLETE DESCRIPTION OF MATERIAL ON THESE DRAWINGS AND IN THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE MATERIAL TAKES PRECEDENCE OVER THE CATALOG NUMBER. THE FIRST MANUFACTURER LISTED IS THE BASIS OF DESIGN.
3. CONTRACTOR SHALL VERIFY THAT FIXTURES SUPPLIED ARE APPROVED PER ALL APPLICABLE STATE, LOCAL AND GOVERNING AUTHORITIES.
4. ALL FIXTURES SHALL CONFORM TO FEDERAL ACT S.3874
5. INVERT ELEVATIONS ARE FROM EXISTING DRAWINGS AND MAY NOT BE ACCURATE. VERIFY ALL ELEVATIONS BEFORE BEGINNING WORK.
6. VERIFY UNDERGROUND PIPE SIZES, INVERT ELEVATIONS, AND LOCATIONS PRIOR TO BEGINNING ANY WORK.
7. REFER TO THE PLUMBING ROUGH-IN SCHEDULE FOR THE SIZES OF BRANCH PIPES TO PLUMBING FIXTURES.
8. FOR CLARITY, NOT ALL VALVES HAVE BEEN SHOWN. PROVIDE SHUTOFF VALVES IN DOMESTIC WATER PIPING SERVING EACH ROOM WITH FIXTURES. ANGLE STOPS SHALL NOT BE CONSIDERED SHUTOFF VALVES.
9. EXISTING CONDITIONS ON DEMOLITION PLANS ARE PROVIDED TO INDICATE THE GENERAL SCOPE OF ITEMS TO BE REMOVED. REFER TO SPECIFICATION SECTION 22 05 05 FOR ADDITIONAL DEMOLITION INFORMATION.
10. P.C. SHALL CUT AND PATCH EXISTING AS REQUIRED FOR NEW OR DEMOLITION WORK UNLESS NOTED OTHERWISE. REFER TO SPECIFICATION SECTION 22 05 05 FOR ADDITIONAL INFORMATION.
PLUMBING GENERAL NOTES:
PLUMBING SLOPE REQUIREMENTS:
INTERIOR:
SANITARY WASTE: 1/4” PER FOOT
CONDENSATE AND INDIRECT DRAINAGE: 1/8” PER FOOT
DOMESTIC WATER: NO SPECIFIC PITCH, PITCH TO FIXTURES
BASED ON PLUMBING CODE: CPC-2022
2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 1
2022 CALIFORNIA BUILDING CODE (CBC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 2
2022 CALIFORNIA ELECTRICAL CODE (CEC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3
2022 CALIFORNIA MECHANICAL CODE (CMC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 4
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 5
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA ENERGY CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 6
CALIFORNIA CODES OF REGULATIONS (CRR) TITLE 24, PART 9
2022 CALIFORNIA EXISTING BUILDING CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 10
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) CALIFORNIA CODES OF REGULATIONS (CCR) TITLE 24, PART 11 2022 CALIFORNIA REFERENCED STANDARDS CODE
CALIFORNIA DOE OF REGULATIONS (CCR) TITLE 24, PART 12
AMERICANS WITH DISABILITIES ACT (ADA)
TITLE II - ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAG) 1990 STATE FIRE MARSHAL REGULATIONS AND AMENDMENTS TO-DATE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, CALIFORNIA STATE
ACCESSIBILITY STANDARDS CALIFORNIA CODE
APPLICABLE CODES AND STANDARDS:
VIEW KEY
LINE TYPE AND TAG KEY:
NEW WORK BY THIS CONTRACTOR (WIDE LINE)
NEW
EXISTING TO BE REMOVED (SHORT DASHED PATTERN)
NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)
EXISTING TO REMAIN
EXISTING (NARROW LINE PATTERN)
EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)
WORK BY OTHERS (NARROW LINE)
WORK BY OTHERS (NARROW LINE)
EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN) HALFTONING DOES NOT MODIFY SCOPE.
'TAG'-(E) TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING 'TAG'-(R) TAGS WITH DASH 'R' INDICATES THE REFERENCED OBJECT IS REMOVED TAG-1 UNDERLINED TAG INDICATES OBJECT IS IN-SCOPE. IF NEW, ADDITIONAL
INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST
INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL
PLAN OR DETAIL NUMBER
PLAN OR DETAIL NAME
PLAN OR DETAIL SCALE
DETAIL REFERRED TO BY SECTION CUT
SHEET DETAIL IS LOCATED ON
NAME
1 VIEW NAME
1/8" = 1'-0"
1 M101
1 4
3 2
SIM SIM
INDICATES SIMILAR DETAIL REFERENCED
IN MULTIPLE LOCATIONS
LEVEL NAME
10'-0" HEIGHT ABOVE
PROJECT 0'-0"
1 KEYNOTE: INDICATES NOTE USED TO
DESCRIBE ADDITIONAL INFORMATION
ABOUT WORK REQUIRED, SPECIFIC
TO THE SHEET AND/OR DETAIL
N O R
H T
INDICATES DIRECTION OF TRUE NORTH
T101
PLUMBING SHEET INDEX
P0.0 PLUMBING COVERSHEET
P1.1-1 OVERALL SITE PLAN - PLUMBING
P2.0-1 FIRST FLOOR DEMOLITION PLAN - PLUMBING
P2.0-2 BASEMENT DEMOLITION PLAN - PLUMBING
P2.0.3 LOW ROOF DEMOLITION PLAN - PLUMBING
P2.4-1 FIRST FLOOR REMODEL PLAN - PLUMBING
P2.4-2 BASEMENT REMODEL PLAN - PLUMBING
P2.4-3 ENLARGED PLANS
P2.4-4 LOW ROOF REMODEL PLAN - PLUMBING
P4.0-1 PLUMBING SCHEDULES
P4.0-2 PLUMBING SCHEDULES
P5.0-1 DETAILS
P5.0-2 DETAILS
P5.0-3 DETAILS
GRAND TOTAL: 14
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4 0 8 0
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NDEN VA
,N I N G
CRAE
EI T C T
SC
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7 S
5 06
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07 18
2 P
R
A
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90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
P0.0
PLUMBING
COVERSHEET
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
ADDENDUM C 11/01/2024
ADDENDUM D 12/09/2024
D
UP
UP
24TH STREET
24TH STREET BYPASS
2101
0643
2102
4"SAN
2 1/2"CW
4"SAN
3"CW
2-1/2" CW TO
SERVE BUILDING
3" CW FROM CITY. SEE
CIVIL DRAWINGS FOR
LOCATION OF
EXISTING BACKFLOW
PREVENTER AND
WATER METER.
EXISTING GAS LINE AND GAS
METER TO BE DEMOLISHED.
COORDINATE WITH GAS
UTILITY PROVIDER TO
DEMOLISH UTILITY SERVICE
BELOW GRADE AND CAP.
2" GAS SERVICE TO
BE DEMOLISHED
SEE 1/P2.0-2 FOR
CONTINUATION
ALL SANITARY, COLD
WATER AND DOMESTIC
HOT WATER ROUTING
VIA CRAWL SPACE
BELOW.
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
P1.1-1
OVERALL SITE
PLAN - PLUMBING
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
N
PROJECT #23008651.00 O R
H T
1 1/16" = 1'-0"
OVERALL SITE PLAN - PLUMBING
ADDENDUM C 11/01/2024
1 A
2 B
C
E
5 F
3 D
SK-E
SK-E
WC-E L-E
WC-E L-E WC-E L-E L-E
L-E L-E
WC-E
WC-E WC-E
1 2 3
2 3
1 2 2 3 3
2 2 3 3
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
P2.0-1
FIRST FLOOR
DEMOLITION PLAN
- PLUMBING
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
N O R
H T
1 1/8" = 1'-0"
FIRST FLOOR DEMOLITION PLAN - PLUMBING
KEYNOTES:
1. EXISTING SINK TO BE DEMOLISHED. DEMOLISH
ALL ASSOCIATED PLUMBING PIPING
CONNECTIONS.
2. EXISTING WATER CLOSET TO BE DEMOLISHED.
DEMOLISH ALL ASSOCIATED PLUMBING PIPING
CONNECTIONS.
3. EXISTING LAVATORY TO BE DEMOLISHED.
DEMOLISH ALL ASSOCIATED PLUMBING PIPING
CONNECTIONS.
ADDENDUM C 11/01/2024
#
1 A
2 B
C
E
5 F
3 D
1 1/4"CW
1"HW
3/4"HWC
3"SAN
EXISTING 40 GAL GAS FIRED DOMESTIC
WATER HEATER AND ALL ITS COMPONENTS
NEEDED FOR FUTURE USE, TO BE
DISCONNECTED AND STORED ON SITE FOR
REMOVAL/REUSE BY THE CITY.
EXISTING SEWAGE
EJECTOR PUMP TO BE
REPLACED. BASIN TO
REMAIN.
(E) 2" SAN
EXISTING GAS FIRED HEATING
WATER HEATER TO BE
DEMOLISHED. SEE
MECAHNICAL DRAWINGS FOR
ADDITIONAL INFORMATION
(E) 2" GAS SERVICE AND
DISTRIBUTION WITHIN THE
BUILDING TO BE COMPLETELY
DEMOLISHED. SEE 1/P1.1-1
FOR CONTINUATION.
2"G
(E) FD
(E)3" SAN
EXTERIOR
UNDERGROUND
PIPING
(E) 2" CW TO BE
DEMOLISHED
BACK TO METER
CONNECTION.
SEE 1/P1.1-1 AND
CIVIL DRAWINGS
FOR ADDITIONAL
INFORMATION.
(E) 4" SAN TO
2"CW REMAIN
3/4"CW
4"SAN
2"CW
3/4"HW
4"SAN
3/4"HWC
3/4"HWC
1 1/4"CW
3"SAN
3/4"HW
4"SAN
(E) 1-1/4" CW, (E) 1" HW,
AND (E) 3/4" HWR
EXTERIOR
UNDERGROUND PIPING
TO BE ABANDONED IN
PLACE
3"SAN
FCO-E
D
D
FD-E
D
D
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
P2.0-2
BASEMENT
DEMOLITION PLAN
- PLUMBING
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
N O R
H T
1 1/8" = 1'-0"
BASEMENT DEMOLITION PLAN - PLUMBING
ADDENDUM C 11/01/2024
ADDENDUM D 12/09/2024
1 A
2 B
C
E
5 F
3 D
2" VTR
1 1/2" VTR
4" VTR
2" VTR
1 1/2" VTR
4" VTR
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
P2.0.3
LOW ROOF
DEMOLITION PLAN
- PLUMBING
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
N O R
H T
1 1/8" = 1'-0"
LOW ROOF DEMOLITION PLAN - PLUMBING
ADDENDUM C 11/01/2024
GENERAL NOTES:
1. ALL EXISTING VENT THROUGH ROOF TO BE
DEMOLISHED. PATCH ROOF AND MATCH
EXISTING ROOF MATERIAL AND
CONSTRUCTION.
1 A
2 B
C
E
5 F
3 D
GROUP STUDY
117
CHILDREN
112
TEEN
115
MARKETPLACE
116
ADULT
118
STAFF WORKROOM
125
STUDY
114
STUDY
113
IT
124
STAFF BREAKROOM
121
AMH/SORTING
122
STAFF RR
123
OFFICE
119
FOL
112
COMMUNITY MEETING
102
THE STUDIO
110
PATIO
10 ENTRY
101
STORAGE
104
FAMILY RESTROOM
109
WELLNESS
108
PATIO
46 ALL GENDER RESTROOM
105
HALL
106
KITCHENETTE
103
JANITOR
107
STAIR TO BASEMENT
002
FCO-1
WC-3
L-3
3/4"CD
WCO-1
FC-1-8
3/4" CD
DOWN TO
TAILPIECE
3/4"CD
3/4"CD
3/4"CD
SK-2
FC-1-9
FC-1-13
FC-1-12
FC-1-11
FC-1-10
3/4"CD
AGF-1
P2.4-3
1 3/4"CD DN
2" VTR
MV-1
2"VTR
SS-1
CO
CO
CO
CO
(2 TONS)
(1.25 TONS)
(1 TON)
(0.5 TONS)
(1.5 TONS)
(1 TON)
(1 TON)
CO
CO
TP-2
FCO-1 FCO-1
6" HUB DRAIN FOR
FIRE PROTECTION
RISER. SEE DETAIL
4/P5.0-1 FOR
ADDITIONAL
INFORMATION
CO
MV-1
D
2 1
1 D
D
FCO-1
FD-1
D
D
D
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
P2.4-1
FIRST FLOOR
REMODEL PLAN -
PLUMBING
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
N O R
H T
1 1/8" = 1'-0"
FIRST FLOOR REMODEL PLAN - PLUMBING
ADDENDUM B 09/25/2024
ADDENDUM C 11/01/2024
ADDENDUM D 12/09/2024
GENERAL NOTES:
1. PROVIDE CLEANOUTS AS REQUIRED FOR CONDENSATE PIPING SUCH THAT THE DRAIN LINE WILL NOT BE CUT FOR MAINTENANCE.
KEYNOTES:
1. PROVIDE MINIMUM 12X12 ACCESS PANEL FOR MIXING VALVE BELOW LAV/SINK. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL
INFORMATION.
2. PROVIDE MINIMUM 24X24 ACCESS PANEL FOR ELECTRIC TRAP PRIMER AND CONDENSATE DRAIN AIR GAP FITTING ASSEMBLY. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
#
D
1 A
2 B
C
E
5 F
3 D
MECHANICAL
001
(E) 1-1/4" CW, (E) 1" HW,
AND (E) 3/4" HWR
ABANDONED IN PLACE
AND CAPPED ON BOTH
SIDES
1 1/4"CW
1"HW
3/4"HWC
3"SAN
3"SAN
2"CW
4"SAN 4"SAN
4"SAN
3/4"CW
3"SAN
4"SAN
2 1/2"CW
1 1/4"HW
SP-1 WH-1
AHU-1
FC-1-3
FC-1-6
FC-1-2
FC-1-5
FC-1-1
FC-1-4
DOAS-1
RF-1
RF-2
2" CW CAPPED
WITH SHUT-OFF
VALVE FOR
FUTURE USE
(E) 2" SAN
ALL SANITARY, VENT,
DOMESTIC COLD WATER
AND HOT WATER
ROUTING VIA CRAWL
SPACE BELOW.
SEE 1/P1.1-1
FOR
CONTINUATION
2 1/2"CW
1/2"CW
2"CW
P2.4-3
2 2"V UP
3/4"CD UP
4"SAN
CO
FC-1-7
3/4"CD
2" VTR
2"V
2"SAN
ET-1
3/4"CW UP
TO TP-2
3/4"CW DN FROM
TP-2 TO
CONDENSATE
DRAIN P-TRAP
CO
(3 TONS)
(4.5 TONS)
(19 TONS)
(9 TONS)
(2 TONS)
(3 TONS)
(2 TONS)
CO (4.5 TONS)
(4.5 TONS)
1 3/4"CD
1 1/4"CD
3/4"CD
3/4"CD
3/4"CD
4"SAN UP
TO FCO-1 4"SAN UP
TO FCO-1
4"SAN UP
TO FCO-1
3"SAN UP
TO FCO-1
4"SAN INCREASING
TO 6" HUB DRAIN
FOR FIRE
PROTECTION
RISER
1 1/4"HW
1 1/4"HW
3/4" CW TO SK-2
2" SAN TO SK-2
3/4"" HW TO SK-2
FCO-E
3/4"HWC
3"SAN,
3/4"CW UP
TO WC-3
3/4"CW,
2"SAN,
3/4"HW UP
TO L-3
D
D
D
FD-E
D D
2"SAN
CO
4"SAN 4"SAN
D
2"SAN UP
TO FD-1
1 1/2"V UP
2 D
D
2"CW
3/4"HWC
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
P2.4-2
BASEMENT
REMODEL PLAN -
PLUMBING
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
N O R
H T
1 1/8" = 1'-0"
BASEMENT REMODEL PLAN - PLUMBING
ADDENDUM C 11/01/2024
PLAN CHECK
COMMENTS
11/01/2024
ADDENDUM D 12/09/2024
GENERAL NOTES:
1. PROVIDE CLEANOUTS AS REQUIRED FOR
CONDENSATE PIPING SUCH THAT THE DRAIN
LINE WILL NOT BE CUT FOR MAINTENANCE.
2. ROUTE CW, HW, AND HWC, PIPING AS HIGH AS
POSSIBLE WITHIN CRAWLSPACE.
KEYNOTES:
1. NEW 1-1/4" CD DOWN TO FLOOR DRAIN WITH 1"
AIR GAP.
2. CUT EXISTING SUMP PUMP COVER TO
ACCOMODATE TWO (2) 3/4" CONDUITS FOR
POWER AND CONTROLS.
#
D
E
3 D
STORAGE
104
FAMILY RESTROOM
109
WELLNESS
108
ALL GENDER RESTROOM
105
HALL
106
KITCHENETTE
103
JANITOR
107
FCO-1
WC-2
WC-1
WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2
SK-1
MB-1
L-2
SK-2
L-1 L-1
3"V
FD-2
WCO-1
WCO-1
4" VTR DF-1
3"VTR
1 1/2"V
1 1/2"V
3"VTR
1 1/2"V
1 1/2"V
1 1/2"V
MV-1 WCO-1
MV-1
TP-1
WHA-1
WHA-1
WCO-1
NEW SHUT-OFF VALVE
ON WATER SERVICE
LINE. PROVIDE NEW
ACCESS PANEL
NEW SHUT-OFF
VALVE ON WATER
SERVICE LINE
NEW SHUT-OFF
VALVE ON WATER
SERVICE LINE
WHA-1
FD-1
MV-1
MV-1
D
WCO-1
WCO-1 WCO-1
MV-1
D
1 1 1
1 3
3 1
4 D
D
2 D
3/4"HWC DN
D
D
D 1 1/2"V
D D
D
D
D
D
D D
E
5 3
D
4"SAN
4"SAN
2"V
4"SAN
3/4"CW
2"CW
1"CW
4"SAN
2"CW
3/4"CW
2"SAN
2"CW
4"SAN
1/2"CW
1"CW
1"CW
2"CW
2"CW
4"SAN
4"SAN
4"SAN
2"V UP
2"CW UP
TO WC 1
4"SAN UP
TO WC 1
1/2"HW UP
TO L-1
1/2"HW UP
TO L-1
1/2"HW UP
TO L-1
1/2"HW UP
TO L-1
2"SAN UP
TO L-1
2"SAN UP
TO L-1
1/2"CW UP
TO L-1
1"CW,
1"HW,
3"SAN UP
TO MB-1
2"SAN UP
TO SK-1
2"SAN UP
TO WCO
3/4"HW UP
TO SK-1
3/4"CW UP
TO SK-1
2"CW UP
TO WC-2
4"SAN UP
TO WC-2
2"SAN UP
TO WCO
1/2"CW
UP TO L-2
2"SAN UP
TO L-2
1/2"HW
UP TO L-2
2"V
2"SAN UP
TO FD 2"V UP
3/4"CW,
3/4"HW,
2"SAN UP
TO SK-2
2"SAN UP
TO WCO
4"SAN UP
TO WC-2
1 1/2"SAN UP
TO DF
2"SAN UP
TO FCO
1/2"CW
UP TO DF
3"SAN UP
TO WCO
4" SAN UP
TO WCO
4" SAN UP
TO WCO
4" SAN UP
TO WCO
1/2"CW UP
TO TP-1
1 1/4" HW. SEE 1/P2.4-2
FOR CONTINUATION
4" SAN. SEE 1/P2.4-2
FOR CONTINUATION
2"SAN UP TO FD-1
2" CW. SEE 1/P2.4-2
FOR CONTINUATION
3/4" HWC. SEE 1/P2.4-2
FOR CONTINUATION
D
4" SAN UP
TO WC-1
4"SAN UP TO
WC-2
1 1/4"HW
3/4"HW UP
3/4"HWC UP
D
D
1 1/2"V
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
P2.4-3
ENLARGED PLANS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
1 1/4" = 1'-0"
FIRST FLOOR REMODEL ENLARGED PLAN
2 1/4" = 1'-0"
BASEMENT REMODEL ENLARGED PLAN
ADDENDUM B 09/25/2024
ADDENDUM C 11/01/2024
ADDENDUM D 12/09/2024
KEYNOTES:
1. PROVIDE MINIMUM 12X12 ACCESS PANEL FOR MIXING VALVE BELOW LAV/SINK.
SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
2. PROVIDE MINIMUM 12X12 ACCESS PANEL FOR SHUT-OFF VALVE. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
3. PROVIDE MINIMUM 8X8 ACCESS PANEL FOR WATER HAMMER ARRESTOR. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
4. PROVIDE 30X24 ACCESS PANEL ON SOUTH WALL FOR SERVICING HOT WATER PIPING ACCESSORIES, TRAP PRIMER, AND WATER HAMMER ARRESTOR. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
#
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CA REG.
Project Arch. --
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SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
P2.4-4
LOW ROOF
REMODEL PLAN -
PLUMBING
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
N O R
H T
1 1/8" = 1'-0"
LOW ROOF REMODEL PLAN - PLUMBING
ADDENDUM C 11/01/2024
GENERAL NOTES:
1. PROVIDE WEATHERPROOFING AS REQUIRED
FOR NEW ROOF VENTS.
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2 P
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
P4.0-1
PLUMBING
SCHEDULES
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
PLUMBING (WITH POWER) MATERIAL LIST
TAG NAME DESCRIPTION
ELECTRICAL
WATTS
MANUFACTURER AND MODEL HP (NOTE E) FLA MCA MOCP VOLTAGE PHASES
DISCONNECT
CONTROLLER
/STARTER
EMERGENCY POWER BY (NOTE A) TYPE (NOTE B) BY (NOTE A) TYPE (NOTE C) CP-1 CIRCULATING PUMP - VARIABLE SPEED CONTROLLER WITH SETTINGS TO ADJUST AND MAINTAIN A CONSTANT: SPEED, FIXED PRESSURE, OR PROPORTIONAL PRESSURE. LEAD FREE BRONZE OR STAINLESS
STEEL CONSTRUCTION, PERMANENTLY LUBRICATED SEALED BEARINGS, MECHANICAL SEAL, OIL LUBRICATED, ECM MOTOR WITH INTEGRATED VARIABLE SPEED CONTROL, FLANGED CONNECTIONS, RATED FOR 125 PSIG AT 225°F, UL LISTED.
[8] GPM @ [10] FEET OF HEAD.
ELECTRICAL REQUIREMENTS - HARD-WIRE
45 0 0 0.65 15 120 1 EC NF MFR FV No GRUNFOS ALPHA2 15-55SF DF-1 ELECTRIC WATER COOLER - WALL HUNG, BI-LEVEL UNITS, ADA COMPLIANT WITH MATCHING STAINLESS STEEL APRON INSTALLED UNDER UPPER UNIT 18 GAUGE STAINLESS STEEL CABINETS AND NON-SPLASH
BASINS WITH STAINLESS STEEL FINISH, STREAM PROJECTORS WITH PROTECTIVE HOODS, PUSH BAR OR LEVER OPERATING CONTROLS ON FRONT AND BOTH SIDES, BUILT-IN FLOW REGULATOR, PLASTIC P-TRAP ASSEMBLY, ADJUSTABLE THERMOSTAT, MOUNTING ACCESSORIES, TANK DRAIN AND ANGLE STOPS, HERMETIC COMPRESSOR TO OPERATE ON HFC-134a REFRIGERANT. COMPLIANT TO LATEST ANSI A117.1 AND ADA STANDARDS. UNIT SHALL COMPLY WITH FEDERAL ACT S.3874.
BOTTLE FILLING STATION - UNIT MOUNTED, STAINLESS STEEL CONSTRUCTION AND FINISH, INTEGRAL DRAIN, SENSOR OPERATED WITH AUTOMATIC SHUTOFF, REPLACEABLE LEAD-CHLORINE-TASTE-ODOR WATER FILTER, BOTTLE COUNTER, FILTER REPLACEMENT INDICATOR.
UNIT SHALL PROVIDE 8.0 GPH OF WATER FROM 80°F TO 50°F AT 90°F AMBIENT. WATER SYSTEM SHALL BE OF LEAD FREE CONSTRUCTION. TANK SHALL BE TESTED TO 125 PSIG.
ORIFICE SHALL BE AT 36" (MAXIMUM) ABOVE FINISHED FLOOR ON LOWER UNIT AND 40" ABOVE FINISHED FLOOR ON UPPER UNIT. BOTTOM OF APRON SHALL BE 27" ABOVE FLOOR ON LOWER UNIT IN COMPLIANCE WITH LATEST ADA STANDARDS.
ELECTRICAL REQUIREMENTS - CORD AND PLUG, PLAIN RECEPTACLE MOUNTED WITHIN EWC LOWER ENCLOSURE, GFCI BREAKER. 370 0 1 0 0 120 1 NA No ELKAY - LZSTL8WSLK, OR APPROVED EQUAL L-1 LAVATORY - WALL MOUNTED MODULAR WASH STATION, 60" LENGTH, 22" DEPTH, TWO WASH STATIONS WITH SINGLE DECK MOUNTED FAUCET HOLES, GRID STRAINER FOR EACH DRAIN LOCATION, TAILPIECE, 1-1/2" 17 GAUGE CAST BRASS P-TRAP, ACCESSIBLE ENCLOSURE.
LAVATORY TRIM - SENSOR ACTIVATED DIGITAL MIXING FAUCET, PLUG-IN, BLUETOOTH CONNECTIVITY FOR PROGRAMMING AND TEMPERATURE SETPOINT, BRASS CONSTRUCTION, CHROME-PLATED FINISH, SPOUT WITH LAMINAR FLOW OUTLET, SINGLE HOLE INSTALLATION, INTEGRAL CHECK VALVES, EXTERNAL ADJUSTABLE TEMPERATURE, FAUCET MOUNTED CONTROLS. PROGRAMMABLE AUTOMATIC FLUSH SET FOR 30 SECONDS ONCE PER DAY. PROGRAMMABLE THERMAL REMEDIATION / DISINFECTION UP TO 176 DEG F.
MAXIMUM FLOW SHALL BE .5 GPM. FAUCET SHALL COMPLY WITH FEDERAL ACT S.3874. PERFORATED GRID STRAINER WITH 1-1/4" 17 GAUGE TAILPIECE.
MIXING VALVE - INTEGRAL WITH FAUCET BODY MEETING ASSE 1070.
INSULATION KIT - PRE-MANUFACTURED FOR P-TRAP, STOP VALVES AND SUPPLY LINES.
ACCESSORIES - QUARTER-TURN 3/8" CHROME PLATED HEAVY BRASS OR FLEXIBLE STAINLESS STEEL ANGLE SUPPLY STOPS, CHROME PLATED SOFT COPPER SUPPLY LINES, DRAIN AND OFFSET TAILPIECE, 1-1/4" 17 GAUGE CAST BRASS P-TRAP, SUPPORT CARRIER.
MOUNT LAVATORY WITH SUPPORT CARRIER BOLTED SECURELY TO FLOOR. TOP OF RIM SHALL BE AT 31" ABOVE FLOOR IN COMPLIANCE WITH LATEST ADA STANDARD. PROVIDE 29" MINIMUM CLEARANCE FROM FLOOR TO BOTTOM OF APRON IN COMPLIANCE WITH LATEST ANSI A117.1 AND ADA STANDARDS. ARMAFLEX WITH TAPE IS NOT ACCEPTABLE IN LIEU OF INSULATION KIT.
VERIFY FINISH AND COLOR SELECTION WITH ARCHITECT.
0 0 0.2 0 0 120 1 NA No SINK - SLOAN (DSG-82000)
TRIM - SLOAN (EFX-300-4)
L-2 LAVATORY - WALL MOUNTED MODULAR WASH STATION, 30" LENGTH, 22" DEPTH, ONE WASH STATION WITH SINGLE DECK MOUNTED FAUCET HOLE, GRID STRAINER FOR EACH DRAIN LOCATION, TAILPIECE, 1-1/2" 17 GAUGE CAST BRASS P-TRAP.
LAVATORY TRIM - SENSOR ACTIVATED DIGITAL MIXING FAUCET, PLUG-IN, BLUETOOTH CONNECTIVITY FOR PROGRAMMING AND TEMPERATURE SETPOINT, BRASS CONSTRUCTION, CHROME-PLATED FINISH, SPOUT WITH LAMINAR FLOW OUTLET, SINGLE HOLE INSTALLATION, INTEGRAL CHECK VALVES, EXTERNAL ADJUSTABLE TEMPERATURE, FAUCET MOUNTED CONTROLS. PROGRAMMABLE AUTOMATIC FLUSH SET FOR 30 SECONDS ONCE PER DAY. PROGRAMMABLE THERMAL REMEDIATION / DISINFECTION UP TO 176 DEG F.
MAXIMUM FLOW SHALL BE .5 GPM. FAUCET SHALL COMPLY WITH FEDERAL ACT S.3874. PERFORATED GRID STRAINER WITH 1-1/4" 17 GAUGE TAILPIECE.
MIXING VALVE - INTEGRAL WITH FAUCET BODY MEETING ASSE 1070.
INSULATION KIT - PRE-MANUFACTURED FOR P-TRAP, STOP VALVES AND SUPPLY LINES.
ACCESSORIES - QUARTER-TURN 3/8" CHROME PLATED HEAVY BRASS OR FLEXIBLE STAINLESS STEEL ANGLE SUPPLY STOPS, CHROME PLATED SOFT COPPER SUPPLY LINES, DRAIN AND OFFSET TAILPIECE, 1-1/4" 17 GAUGE CAST BRASS P-TRAP, SUPPORT CARRIER.
MOUNT LAVATORY WITH SUPPORT CARRIER BOLTED SECURELY TO FLOOR. TOP OF RIM SHALL BE AT 31" ABOVE FLOOR IN COMPLIANCE WITH LATEST ADA STANDARD. PROVIDE 29" MINIMUM CLEARANCE FROM FLOOR TO BOTTOM OF APRON IN COMPLIANCE WITH LATEST ANSI A117.1 AND ADA STANDARDS. ARMAFLEX WITH TAPE IS NOT ACCEPTABLE IN LIEU OF INSULATION KIT.
VERIFY FINISH AND COLOR SELECTION WITH ARCHITECT.
0 0 0.2 0 0 120 1 NA No SINK - SLOAN (DSG-81000)
TRIM - SLOAN (EFX-300-4)
L-3 LAVATORY - ACCESSIBLE, WALL MOUNTED, WHITE VITREOUS CHINA, 20" X 18", SINGLE FAUCET HOLE, DRILLED FOR CONCEALED ARM CARRIER.
LAVATORY TRIM - SENSOR ACTIVATED DIGITAL MIXING FAUCET, PLUG-IN, BLUETOOTH CONNECTIVITY FOR PROGRAMMING AND TEMPERATURE SETPOINT, BRASS CONSTRUCTION, CHROME-PLATED FINISH, SPOUT WITH LAMINAR FLOW OUTLET, SINGLE HOLE INSTALLATION, INTEGRAL CHECK VALVES, EXTERNAL ADJUSTABLE TEMPERATURE, FAUCET MOUNTED CONTROLS. PROGRAMMABLE AUTOMATIC FLUSH SET FOR 30 SECONDS ONCE PER DAY. PROGRAMMABLE THERMAL REMEDIATION / DISINFECTION UP TO 176 DEG F.
MAXIMUM FLOW SHALL BE .5 GPM. FAUCET SHALL COMPLY WITH FEDERAL ACT S.3874. PERFORATED GRID STRAINER WITH 1-1/4" 17 GAUGE TAILPIECE.
MIXING VALVE - INTEGRAL WITH FAUCET BODY MEETING ASSE 1070.
INSULATION KIT - PRE-MANUFACTURED FOR P-TRAP, STOP VALVES AND SUPPLY LINES.
ACCESSORIES - QUARTER-TURN 3/8" CHROME PLATED HEAVY BRASS OR FLEXIBLE STAINLESS STEEL ANGLE SUPPLY LOOSE KEY STOPS, CHROME PLATED SOFT COPPER SUPPLY LINES, DRAIN AND TAILPIECE, 1-1/4" 17 GAUGE CAST BRASS P-TRAP, SUPPORT CARRIER.
MOUNT LAVATORY WITH SUPPORT CARRIER BOLTED SECURELY TO FLOOR. TOP OF RIM SHALL BE AT ABOVE FLOOR IN COMPLIANCE WITH LATEST ADA STANDARD. ARMAFLEX WITH TAPE IS NOT ACCEPTABLE IN LIEU OF INSULATION KIT.
0 0 0.2 0 0 120 1 NA No SINK - KOHLER - WALL MOUNT SOHO K-2084 TRIM - SLOAN (EFX-300-4)
SK-1 SINK - ACCESSIBLE, UNDERMOUNT, 18 GAUGE TYPE 304 STAINLESS STEEL, 25" (SIDE-TO-SIDE) x 22" (FRONT-TO-BACK) OVERALL SIZE, 22" x 16" x 6" DEEP BOWL, SOUND DEADENING ON BOTTOM OF BASIN, 3-1/2" DIAMETER DRAIN OUTLET LOCATION OFF-CENTERED REAR IN BOWL, PERFORATED TYPE 304 STAINLESS STEEL GRID STRAINER.
SINK TRIM - SENSOR ACTIVATED NON-MIXING FAUCET, HARDWIRED, BRASS CONSTRUCTION, CHROME-PLATED FINISH, 7" GOOSENECK SPOUT, SINGLE HOLE INSTALLATION, INTEGRAL CHECK VALVES, PERFORATED GRID STRAINER WITH 1-1/4" 17 GAUGE TAILPIECE.
MAXIMUM FLOW TO BE 1.5 GPM FAUCET SHALL COMPLY WITH FEDERAL ACT S.3874. PROVIDE RESTRICTIVE DEVICE AND ESCUTCHEON PLATE AS REQUIRED.
ACCESSORIES - 1-1/2" 17 GAUGE CHROME-PLATED BRASS TAILPIECE AND P-TRAP, QUARTER-TURN BALL VALVE TYPE 3/8" CHROME-PLATED BRASS ANGLE SUPPLIES WITH LOOSE KEY STOPS, CHROME-PLATED SOFT COPPER SUPPLY LINES.
INSULATION KIT - PRE-MANUFACTURED FOR P-TRAP, STOP VALVES, AND SUPPLY LINES. 0 0 0.2 0 0 120 1 NA No SINK - KOHLER - UNDERMOUNT K-3894-4, OR
APPROVED EQUAL
SP-1 SUMP PUMP- AUTOMATIC, CAST IRON SUBMERSIBLE EFFLUENT/ SUMP PUMP. 1-1/2" DISCHARGE. INTEGRAL FLOAT SWITCH, 10 FOOT POWER CHORD.
FLOAT SWITCH - HIGH WATER ALARM, MERCURY-FREE FLOAT SWITCH, WATER PROOF CABLE 10 FOOT LENGTH. 0 0.5 8 0 0 120 1 EC CB No SUMP PUMP - LIBERTY PUMPS (SIMPLEX 281) FLOAT SWITCH - SUMPALARM (2359-3)
TP-2 TRAP PRIMER - ELECTRONIC SOLENOID ACTIVATED, 1/2" NPT INLET AND 1/2" FNPT OUTLET, BUILT-IN AIR GAP, DELIVER 2 OUNCES OF WATER EVERY 24 HOURS.
INSTALL TRAP PRIMER AT LEAST 36" ABOVE FLOOD RIM OF FLOOR DRAIN. CAPABLE OF SERVING 1 TO 4 FLOOR DRAIN TRAPS. REFER TO FLOOR PLAN FOR QUANTITY, PROVIDE DISTRIBUTION UNIT AS NEEDED FOR MORE THAN 1 TRAP.
0 0 0 0 0 120 1 EC PLUG No PPP (MP-500)
WC-1 WATER CLOSET - ACCESSIBLE, WALL HUNG, FLUSH VALVE TYPE, WHITE VITREOUS CHINA, SIPHON JET, HIGH EFFICIENCY RATED FOR 1.28 GPF, ELONGATED BOWL, 1-1/2" TOP SPUD.
FLUSH VALVE - FLUSH VALVE - EXPOSED, WALL MOUNTED SENSOR OPERATION, HARDWIRED, 1.28 GALLONS PER FLUSH, 11-1/2" ROUGH IN, CHROME PLATED 1" I.P.S. SCREWDRIVER STOP-CHECK VALVE WITH
VANDAL RESISTANT CAP, HIGH BACK PRESSURE VACUUM BREAKER, ADJUSTABLE TAILPIECE, SPUD COUPLING AND FLANGE, WALL FLANGE WITH SET SCREW, MECHANICAL OVER-RIDE BUTTON, RANGE ADJUSTMENT SCREW, CHLORAMINE RESISTANT MATERIALS, CHROME PLATED COVER PLATE WITH TAMPER-PROOF SCREWS, TRANSFORMER AND LOW VOLTAGE WIRING, ADA COMPLIANT, 3 YEAR WARRANTY.
SEAT - WHITE, EXTRA HEAVY, OPEN FRONT, INJECTION MOLDED SOLID ANTI-MICROBIAL PLASTIC, SELF-SUSTAINING HINGE, STAINLESS STEEL OR PLATED STEEL POSTS AND NUTS.
ACCESSORIES - WATER CLOSET SUPPORT CARRIER RATED FOR 500 LBS.
MOUNT WATER CLOSET WITH CARRIER BOLTED SECURELY TO WALL STUDS PER THE MANUFACTURER'S RECOMMENDATION. TOP OF SEAT SHALL BE AT 17"-19" ABOVE FINISHED FLOOR (VERIFY EXACT MOUNTING HEIGHT WITH MANUFACTURER). FLUSH HANDLE SHALL BE LOCATED ON THE WIDE SIDE OF THE TOILET STALL AND BE AT 12" (MAXIMUM) ABOVE BOWL RIM AND OPERATE WITH NO GREATER THAN 5 LB FORCE IN COMPLIANCE WITH LATEST ADA STANDARDS. VERIFY EQUIPMENT REQUIREMENTS AND ROUGH-IN LOCATIONS. 0 0 0.2 0 0 120 1 NA No WATER CLOSET - AMERICAN STANDARD (2257.101), SLOAN (ST-2050), ZURN (Z5615),
KOHLER (K-84325), TOTO (CT708E)
FLUSH VALVE - ZURN (ZEMS6000AV-HET),
SLOAN (111-1.28 ESS), AMERICAN STANDARD
(606B.121), HYDROTEK (H8-128), MOEN
(8311AC12), AMTC (AEF-801-HWCT-12)
CARRIER - ZURN (Z1285)
SEAT -
[BEMIS (3155SSCT), CHURCH (3155C), BENEKE
(533PC), OLSONITE (95), SAME AS WATER
CLOSET MANUFACTURER
ADDENDUM B 09/25/2024
ADDENDUM C 11/01/2024
ADDENDUM D 12/09/2024
D
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D
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NOTES: (APPLIES TO ALL PLUMBING FIXTURES LISTED BELOW)
1) SIZES SHOWN ARE MINIMUMS. LARGER SIZES SHOWN ON THE DRAWING SHALL DICTATE THE ROUGH-IN SIZE. 2) SANITARY RISERS UP IN WALL TO FIXTURES SHALL BE A MINUMUM OF 2". 3) DOMESTIC WATER BRANCH PIPING OUTSIDE OF THE WALL/CHASE SHALL BE A MINIMUM OF 3/4" UNLESS NOTED OTHERWISE. ONLY THE FINAL RISE-DROP SHALL BE SMALLER. 4) FINAL SANITARY SIZE SHALL MATCH P-TRAP SIZE (REFER TO MATERIAL LIST).
PLUMBING ROUGH-IN SCHEDULE
TAG NAME DESCRIPTION TRAP
COLD
WATER
HOT
WATER SANITARY VENT
FLOOR SINK 4" 2"
DF-1 ELECTRIC WATER COOLER (ACCESSIBLE) 1/2" - 1 1/2" 1 1/2" FD-1 FLOOR DRAIN 2" 1 1/2"
FD-2 FLOOR DRAIN 2" 1 1/2"
L-1 LAVATORY (ACCESSIBLE) 1/2" 1/2" 2" 1 1/2"
L-2 LAVATORY (ACCESSIBLE) 1/2" 1/2" 2" 1 1/2"
L-3 LAVATORY (ACCESSIBLE) 1/2" 1/2" 2" 1 1/2"
MB-1 MOP BASIN 3/4" 3/4" 3" 1 1/2"
SK-1 SINK (ACCESSIBLE) 1/2" 1/2" 2" 1 1/2"
SK-2 SINK (ACCESSIBLE) 1/2" 1/2" 2" 1 1/2"
WC-1 WATER CLOSET (ACCESSIBLE) 1 1/2" - 4" 2"
WC-2 WATER CLOSET 1 1/2" - 4" 2"
WC-3 WATER CLOSET FLOOR MOUNTED 3/4" - 3" 2"
PLUMBING (WITHOUT POWER) MATERIAL LIST
TAG NAME DESCRIPTION MANUFACTURER AND MODEL
AGF-1 AIR GAP FITTING - CAST IRON CONSTRUCTION, SET SCREW OR THREADED INLET, SELECT SIZE TO MATCH INDIRECT WASTE LINE INLET AND STANDPIPE OUTLET. ZURN (Z1025) ET-1 EXPANSION TANK - DEEP DRAWN STEEL SHEEL WITH STAINLESS STEEL SYSTEM CONNECTION, HEAVY DUTY BUTYL DIAPHRAGM AND ANTIMICROBIAL POLYPROPYLENE WITH
ANTI - LEGIONELLA PROTECTION LINER, RED OXIDE PRIMER FINISH, TURBULTOR TYPE WATER CIRCULATOR, PROVIDED WITH STANDARD SCHRADER AIR VALVE WITH EPDM SEAT. TANK SHALL COMPLY WITH ASME CODE SECTION VIII, DIVISION 1 MINIMUM TANK VOLUME TO BE 6.4 GALLONS
MINIMUM ACCEPTING VOLUME TO BE 3.2 GALLONS
TANK SHALL HAVE A WORKING TEMPERATURE OF 200°F AND A WORKING PRESSURE OF 150 PSIG. FACTORY PRE-CHARGED WITH 55 PSIG FOR SHIPPING. FIELD CHARGE TANK TO MATCH FIELD VERIFIED STATIC SYSTEM PRESSURE.
AMTROL (THERM-X-TROL ( ST-12-DD))
FCO-1 FLOOR CLEANOUT - ADJUSTABLE, CAST IRON HOUSING, ANCHOR FLANGE, TAPERED THREAD PLUG, SECURED NICKEL BRONZE TOP. TOP STYLE SHALL MATCH FLOOR FINISH AS FOLLOWS:
TILE OR TERRAZZO - ROUND RECESSED TOP.
ZURN (Z1400), JOSAM (55000), MIFAB (C1100), SMITH (4000), WADE (6000), WATTS (CO-200) FD-1
FD-2 FLOOR DRAIN - CAST IRON BODY, MEDIUM DUTY CAST/DUCTILE IRON TOP, 9" ROUND, 4" BOTTOM OUTLET, SHALLOW SUMP, FREE STANDING SEDIMENT BUCKET, FLASHING COLLAR, SURFACE MEMBRANE CLAMP.
TRAP PRIMER - PROVIDE A SIDE CONNECTION FOR A TRAP PRIMER LINE.
FLOOR DRAIN - ZURN (Z-550), SMITH (2110), WADE (1310), JOSAM (32100). WATTS (FD-300), MIFAB (F1320), SUN (FD1200)
FD-E
MB-1 MOP BASIN - NEO-ANGLE CORNER STYLE, PRECAST TERRAZZO, 36"x36"x12", 6" DEEP FRONT, STAINLESS STEEL INTEGRAL DRAIN WITH REMOVABLE STRAINER, 3" OUTLET, STAINLESS STEEL THRESHOLD.
TRIM - EXPOSED TWO HANDLE MIXING FAUCET, BRASS CONSTRUCTION, CHROME-PLATED FINISH, SINGLE WING HANDLES, 1/4 TURN CERAMIC DISC CARTRIDGE, 3/4" HOSE THREAD SPOUT WITH ASSE 1053 RATED INTEGRAL VACUUM BREAKER, WALL BRACE, PAIL HOOK, CHECK STOPS OR INLINE CHECK VALVES TO PREVENT THERMAL CROSSOVER. FAUCET SHALL COMPLY WITH FEDERAL ACT S.3874.
ACCESSORIES - MOP HANGER, HOSE AND HOSE BRACKET, TRAP
ONE 24" WIDE STAINLESS STEEL WALL GUARD
MOP BASIN - FIAT (TSBC1610), ACORN , CREATIVE INDUSTRIES (MCNC24) TRIM - DELTA (28C2383), AMERICAN STANDARD (8344.012), CHICAGO FAUCETS (897-CP), MOEN (8124), SPEAKMAN (SC-5812), SYMMONS (S-2490), ZURN (Z841M1-XL) MV-1 MIXING VALVE - POINT-OF-USE ANTI-SCALD THERMOSTATIC MIXING VALVE FOR TEMPERED WATER CONTROL, ALL BRONZE/BRASS CONSTRUCTION, ROUGH FINISH, THREADED INLETS, TAMPER RESISTANT SETPOINT, 3/8" COMPRESSION INLETS AND OUTLETS, COLD WATER BYPASS IF USED WITH MIXING FAUCET.
CABINET - SEMI-RECESSED 18 GAUGE STAINLESS STEEL CABINET WITH 16 GAUGE LOCKING DOOR TO ENCLOSE VALVE, INLET STOPS, OUTLET THERMOMETER, AND OUTLET VALVES.
0.5 GPM OUTPUT. UNIT TO MIX 140 DEGREE F HOT WATER SUPPLY AND 40 DEGREE F COLD WATER SUPPLY FOR 110 DEGREE F OUTLET.
UNIT SHALL BE ASSE 1070 LISTED AND APPROVED. VALVE SHALL COMPLY WITH FEDERAL ACT S.3874.
WATTS (LFUSG-B), LEONARD (170D-LF), LAWLER (TMM-1070T), ACORN CONTROLS (ST70), APOLLO (34DLF), POWERS (LFE480), SLOAN (MIX-135-A), SYMMONS (8210CK), WILKINS (ZW3870XLT)
SK-2 SINK - ACCESSIBLE, UNDERMOUNT, 18 GAUGE TYPE 304 STAINLESS STEEL, 25" (SIDE-TO-SIDE) x 22" (FRONT-TO-BACK) OVERALL SIZE, 22" x 16" x 6" DEEP BOWL, SOUND DEADENING ON BOTTOM OF BASIN, 3-1/2" DIAMETER DRAIN OUTLET LOCATION OFF-CENTERED REAR IN BOWL, PERFORATED TYPE 304 STAINLESS STEEL GRID STRAINER.
SINK TRIM - SINGLE HANDLE MIXING FAUCET, BRASS CONSTRUCTION, CHROME-PLATED FINISH, 7" GOOSENECK SPOUT, SINGLE HOLE INSTALLATION, INTEGRAL CHECK VALVES, PERFORATED GRID STRAINER WITH 1-1/4" 17 GAUGE TAILPIECE.
MAXIMUM FLOW TO BE 1.5 GPM FAUCET SHALL COMPLY WITH FEDERAL ACT S.3874. PROVIDE RESTRICTIVE DEVICE AND ESCUTCHEON PLATE AS REQUIRED.
ACCESSORIES - 1-1/2" 17 GAUGE CHROME-PLATED BRASS TAILPIECE AND P-TRAP, QUARTER-TURN BALL VALVE TYPE 3/8" CHROME-PLATED BRASS ANGLE SUPPLIES WITH LOOSE KEY STOPS, CHROME-PLATED SOFT COPPER SUPPLY LINES.
INSULATION KIT - PRE-MANUFACTURED FOR P-TRAP, STOP VALVES, AND SUPPLY LINES.
SINK - KOHLER - UNDERMOUNT (K-3894-4), OR APPROVED EQUAL SINK TRIM - KOHLER (K24982-CP), OR APPROVED EQUAL
TP-1 TRAP PRIMER - PRESSURE DROP ACTIVATED, 1/2" MALE NPT INLET AND 1/2" FEMALE NPT OUTLET, BUILT-IN AIRGAP, REMOVABLE FILTER SCREEN, ASSE 1018 LISTED.
REQUIRES NO ADJUSTMENTS OR PRE-CHARGE.
TRAP PRIMER - PRESSURE DROP ACTIVATED, 1/2" MALE NPT INLET AND 1/2" FEMALE NPT OUTLET, BUILT-IN AIRGAP, REMOVABLE FILTER SCREEN, ASSE 1018 LISTED.
REQUIRES NO ADJUSTMENTS OR PRE-CHARGE.
PPP (PR-500)
WC-3 WATER CLOSET - ACCESSIBLE, FLOOR MOUNTED, TANK TYPE, PRESSURE ASSISTED, SIPHON JET, WHITE VITREOUS CHINA, CLOSE COUPLED, ELONGATED BOWL, BOLT CAPS, 12" ROUGH-IN, CHROME PLATED TRIP LEVER, LOCKING TANK COVER, 1.6 GALLONS PER FLUSH (MAXIMUM).
SEAT - WHITE, EXTRA HEAVY, OPEN FRONT, INJECTION MOLDED SOLID ANTI-MICROBIAL PLASTIC, SELF-SUSTAINING HINGE, STAINLESS STEEL OR PLATED STEEL POSTS AND NUTS.
ACCESSORIES - QUARTER-TURN 3/8" CHROME-PLATED HEAVY BRASS ANGLE SUPPLY WITH STOP, CHROME-PLATED SOFT COPPER SUPPLY LINE.
TOP OF SEAT SHALL BE AT 17"-19" ABOVE FINISHED FLOOR. FLUSH HANDLE SHALL BE LOCATED ON THE WIDE SIDE OF THE TOILET STALL AND OPERATE WITH NO GREATER THAN A 5 LB FORCE IN COMPLIANCE WITH LATEST ADA STANDARDS. VERIFY EQUIPMENT REQUIREMENTS AND ROUGH-IN LOCATIONS.
WATER CLOSET -
[AMERICAN STANDARD (2467.016), GERBER (21-318), ZURN (Z5560), NIAGARA PRO (C44.302.01 or C44.303.01]
SEAT -
[BEMIS (3155SSCT), CHURCH (3155C), BENEKE (533PC), OLSONITE (95), SAME AS WATER CLOSET MANUFACTURER]
WCO-1 WALL CLEANOUT - END CAP, CAST IRON ACCESS BODY, GAS AND WATERTIGHT BRONZE OR BRASS THREADED PLUG, VANDAL RESISTANT ROUND STAINLESS STEEL ACCESS COVER, EXTENDED MACHINE SCREW.
ZURN (Z-1441), SMITH (4422), WADE (W-8480-R/8550), JOSAM (58600-CO), WATTS (CO-380-RD), MIFAB (C1450-RD)
WHA-1 WATER HAMMER ARRESTOR – PISTON TYPE, PRE-CHARGED WITH 60 PSIG AIR, LEAD FREE, COPPER BODY, BRASS OR HIGH HEAT POLY-PROPYLENE PISTON WITH DUAL EPDM O-RING SEALS LUBRICATED WITH FDA APPROVED SILICONE LUBRICANT. PDI CERTIFIED, A.S.S.E. 1010 APPROVED FOR SEALED WALL INSTALLATION, RATED FOR [1-11][12-32][33-60][61-113][114-154][155-300] FIXTURE UNITS.
INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
WATTS (LF15M2-DR)
PLUMBING FIXTURE UNIT SCHEDULE
TAG NAME DESCRIPTION
COLD WATER HOT WATER SUPPLY WATER DRAINAGE
EA. TOTAL EA. TOTAL EA. TOTAL EA. TOTAL
DF-1 ELECTRIC WATER COOLER (ACCESSIBLE) 0.5 0.5 0 0 0.5 0.5 0.5 0.5 FD-1 FLOOR DRAIN 0 0 0 0 2 4
FD-2 FLOOR DRAIN 0 0 0 0 2 2
L-1 LAVATORY (ACCESSIBLE) 1 4 1 4 1.5 6 1 4
L-2 LAVATORY (ACCESSIBLE) 1 1 1 1 1.5 1.5 1 1
L-3 LAVATORY (ACCESSIBLE) 1 1 1 1 1.5 1.5 1 1
MB-1 MOP BASIN 3 3 3 3 4.5 4.5 3 3
SK-1 SINK (ACCESSIBLE) 1.5 1.5 1.5 1.5 2.25 2.25 2 2
SK-2 SINK (ACCESSIBLE) 1.5 3 1.5 3 0 0 2 4
WC-1 WATER CLOSET (ACCESSIBLE) 40 40 0 0 40 40 4 4
WC-2 WATER CLOSET 40 320 0 0 40 320 4 32
WC-3 WATER CLOSET FLOOR MOUNTED 2.5 2.5 0 0 2.5 2.5 4 4 GRAND TOTALS 376.5 13.5 378.75 61.5
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ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
P4.0-2
PLUMBING
SCHEDULES
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
PLUMBING (WITH POWER) MATERIAL LIST
TAG NAME DESCRIPTION
ELECTRICAL
WATTS
MANUFACTURER AND MODEL HP (NOTE E) FLA MCA MOCP VOLTAGE PHASES
DISCONNECT
CONTROLLER
/STARTER
EMERGENCY POWER BY (NOTE A) TYPE (NOTE B) BY (NOTE A) TYPE (NOTE C) WC-2 WATER CLOSET - WALL HUNG, FLUSH VALVE TYPE, WHITE VITREOUS CHINA, SIPHON JET, HIGH EFFICIENCY RATED FOR 1.28 GPF, ELONGATED BOWL, 1-1/2" TOP SPUD.
FLUSH VALVE - FLUSH VALVE - EXPOSED, WALL MOUNTED SENSOR OPERATION, HARDWIRED, 1.28 GALLONS PER FLUSH, 11-1/2" ROUGH IN, CHROME PLATED 1" I.P.S. SCREWDRIVER STOP-CHECK VALVE WITH
VANDAL RESISTANT CAP, HIGH BACK PRESSURE VACUUM BREAKER, ADJUSTABLE TAILPIECE, SPUD COUPLING AND FLANGE, WALL FLANGE WITH SET SCREW, MECHANICAL OVER-RIDE BUTTON, RANGE ADJUSTMENT SCREW, CHLORAMINE RESISTANT MATERIALS, CHROME PLATED COVER PLATE WITH TAMPER-PROOF SCREWS, TRANSFORMER AND LOW VOLTAGE WIRING, ADA COMPLIANT, 3 YEAR WARRANTY.
SEAT - WHITE, EXTRA HEAVY, OPEN FRONT, INJECTION MOLDED SOLID ANTI-MICROBIAL PLASTIC, SELF-SUSTAINING HINGE, STAINLESS STEEL OR PLATED STEEL POSTS AND NUTS.
ACCESSORIES - WATER CLOSET SUPPORT CARRIER RATED FOR 500 LBS.
MOUNT WATER CLOSET WITH CARRIER BOLTED SECURELY TO WALL STUDS PER THE MANUFACTURER'S RECOMMENDATION. TOP OF SEAT SHALL BE AT 16"-17" ABOVE FINISHED FLOOR (VERIFY EXACT MOUNTING HEIGHT WITH MANUFACTURER). VERIFY EQUIPMENT REQUIREMENTS AND ROUGH-IN LOCATIONS. 0 0 0.2 0 0 120 1 NA No WATER CLOSET - AMERICAN STANDARD (2257.101), SLOAN (ST-2050), ZURN (Z5615),
KOHLER (K-84325), TOTO (CT708E)
FLUSH VALVE - ZURN (ZEMS6000AV-HET),
SLOAN (111-1.28 ESS), AMERICAN STANDARD
(606B.121), HYDROTEK (H8-128), MOEN
(8311AC12), AMTC (AEF-801-HWCT-12)
CARRIER - ZURN (Z1285)
SEAT -
[BEMIS (3155SSCT), CHURCH (3155C), BENEKE
(533PC), OLSONITE (95), SAME AS WATER
CLOSET MANUFACTURER]
WH-1 WATER HEATER - ELECTRIC HEAT PUMP, HARD-WIRED, VERTICAL, METAL CABINET, BAKED ENAMEL FINISH, GLASS-LINED WELDED STEEL TANK, 150 PSI WORKING PRESSURE, FIBERGLASS OR FOAM INSULATION,
BRASS WATER CONNECTIONS AND DRAIN VALVE, ASME APPROVED T&P RELIEF VALVE, MAGNESIUM ANODE ROD, LOW WATT DENSITY IMMERSION ELEMENTS, AUTOMATIC THERMOSTAT WITH EXTERNAL ADJUSTMENT, HIGH TEMPERATURE CUTOFF SWITCH, ENCLOSED CONTROLS AND ELECTRICAL JUNCTION BOX, 1-YEAR WARRANTY, UL LISTED, COMPLIANT TO NAECA, ASHRAE 90.1 AND ASHRAE 90A. 66 GALLON CAPACITY, HEAT PUMP HEATING WITH R-134a, BACK UP ELECTRIC HEATING ELEMENTS, 84 GPH RECOVERY.
SET WATER TEMPERATURE AT 140°F.
4500 0 23.6 0 0 208 1 EC CB No WATER HEATER - A.0. SMITH (FPTU-80) ADDENDUM C 11/01/2024
PLAN CHECK
COMMENTS
11/01/2024
ADDENDUM D 12/09/2024
DOMESTIC HOT WATER SIZING
PIPE SIZE
FLOW
RATE
(GPM)
FIXTURE UNITS
FLUSH TANK
1/2" 2.02 2
3/4" 5.28 4
1" 10.64 10
1 1/4" 18.51 21
PIPE MATERIAL: TYPE L COPPER
MAXIMUM ACCEPTABLE PRESSURE LOSS: 3.0 PSI/100 FT
MAXIMUM ACCEPTABLE VELOCITY: 5 FT/SEC.
DOMESTIC COLD WATER SIZING
PIPE SIZE
FLOW
RATE
(GPM)
FIXTURE UNITS
FLUSH TANK FLUSH VALVE
1/2" 2.02 2 -
3/4" 5.28 4 -
1" 10.64 10 -
1 1/4" 18.51 25 -
1 1/2" 29.23 46 10
2" 57.88 152 60
2 1/2" 89.25 380 250
PIPE MATERIAL: TYPE L COPPER
MAXIMUM ACCEPTABLE PRESSURE LOSS: 3.0 PSI/100 FT
MAXIMUM ACCEPTABLE VELOCITY: 8 FT/SEC.
GENERAL NOTES:
1. REFER TO THE SPECIFICATIONS FOR TYPE DESCRIPTIONS AND JACKETING REQUIREMENTS.
2. PROVIDE RIGID INSERT AT HANGERS, EITHER PRE-MANUFACTURED COUPLINGS (REFER TO PIPE HANGER AND SUPPORTS SPECIFICATIONS). SEE SPEC. FOR MORE DETAILS.
PIPE INSULATION SCHEDULE (PLUMBING)
SYMBOL PIPE SYSTEM INSULATION TYPE
INSULATION THICKNESS PER NOMINAL
PIPE OR TUBE SIZE NOTES
< 1" 1" TO < 1.5" 1.5" TO < 4"
22 PLUMBING - WASTE
CD CONDENSATE DRAIN A (GlsFbr) 1/2" 1/2" 1" APPLY INSULATION ONLY TO LOW TEMP DRAINS (55 DEG AND LOWER IE:
COOLING COIL CONDENSATE, ICE MACHINE DRAINS, ETC.)
22 PLUMBING - WATER
HW HOT WATER - POTABLE A (GlsFbr) 1" 1 1/2" 1 1/2"
HWC HOT WATER CIRCULATING - POTABLE A (GlsFbr) 1" 1 1/2" 1 1/2" D
D
D
D
D
D
1-1/2" BRANCH TAILPIECE "DISHWASHER"
STYLE, CHROME PLATED 22 GAUGE
BRASS. 3/4" COPPER PIPE SIZE SIDE
INLET. SIOUX CHIEF (210-066) OR EQUAL.
ROOF / UPPER FLOOR
FLOOR
3/4"D
CONDENSATE DRAIN
CONNECT UPSTREAM OF P-TRAP
VENT, SIZE AS
SHOWN ON PLAN
SAN, SIZE AS
SHOWN ON PLAN
CONDENSATE DRAIN FROM
MECHANICAL EQUIPMENT. SEE
PLANS FOR CONTINUATION.
WALL
BRASS TAILPIECE 1-1/4" OR
1-1/2" AS APPLICABLE
ESCUTCHEON PLATE
AT WALL PENETRATION
7/8" I.D. CLEAR FLEXIBLE
TUBING WITH HOSE CLAMP
TO 3/4" PIPE ON BOTH ENDS
LAV
SINGLE / DOUBLE FIXTURE
PDI SIZE PIPE SIZE
FIXTURE
UNIT LOAD
WATER HAMMER
ARRESTER
INSTALL WHA'S PER PDI STANDARDS AND
MANUFACTURER'S INSTRUCTIONS. INSTALL IN
HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE
DOWN. INSTALL IN LINE WITH WATER FLOW DIRECTION IF
POSSIBLE. SIZE THE WHA AS SHOWN PER THE TABLES
ABOVE. PROVIDE ACCESSIBILITY TO WHA WITH ACCESS
PANEL OR INSTALL ABOVE ACCESSIBLE CEILING.
WATER SUPPLY TO FIXTURE
OR EQUIPMENT
IF HORIZONTAL BRANCH IS LESS
THAN 20'-0" PROVIDE ONE WHA
AT THE END OF LINE. IF BRANCH
IS GREATER THAN 20'-0" PROVIDE
ANOTHER WHA IN MIDDLE, EACH
SIZED FOR HALF THE FIXTURE
UNITS.
A
B
C
D
E
F
1/2"
3/4"
1"
1-1/4"
1-1/2"
2"
1-11
12-32
33-60
61-113
114-154
155-330
MULTIPLE FIXTURES
FIXTURE COLD HOT
WATER CLOSET (F.V.)
WATER CLOSET (TANK)
URINAL
LAVATORY
JANITOR'S SINK
SHOWER/BATHTUB
10 5
5 1.5
3 2
--
--
--
1.5 3
3 FIXTURE UNIT CALCULATION
PROVIDE WATER HAMMER ARRESTER (WHA-#) AT PLUMBING FIXTURES AND QUICK CLOSING VALVES AS INDICATED ON DRAWINGS AND AS RECOMMENDED BY STANDARD PDI-WH201. REFER TO PLUMBING MATERIAL LIST FOR WATER HAMMER ARRESTER DESCRIPTION.
SECTION VIEW
PLAN VIEW
SECTION VIEW
PLAN VIEW
WATER HAMMER
ARRESTER
DRINKING FOUNTAIN 2 -
KITCHEN SINK 2 2
ICE MAKER / BEVERAGE 1 -
CW
CW
HW
VACUUM RELIEF VALVE.
WATTS N36 OR EQUAL.
EXPANSION
TANK ET-1
CIRCULATING
PUMP CP-1
UNION (TYP.)
DRAIN
ASME PRESSURE AND
TEMPERATURE RELIEF VALVE.
PIPE OUTLET TO DRAIN
THERMOMETER IN WELL (0-200˚F)
PIPE DIRECTLY OVER
FLOOR DRAIN.
HWC FM
FLOW METER
FM-1
2" VENT
AIRGAP
6"ø HUB DRAIN SECURED TO WALL
DRAIN RISER SECURED TO WALL
1/2" TRAP PRIMER DRAIN
4" W.
4" TRAP
COUPLING, SEE SPEC.
4"x6" REDUCER
SEAL WATER TIGHT
1 4X4 JUNCTION BOX MOUNTED TO
WALL. (TYP.)
EXISTING SUMP BASIN AND
COVER PLATE
(E) 3" DRAIN INLET
FROM AREA DRAIN TO
REMAIN
FLOAT SWITCH
1 1/2" THREADED GALV. S.S.
DISCHARGE PIPE. REUSE
EXISTING SUPPORT
SHUTOFF VALVE
CHECK VALVE
UNION
SUMP PUMP, SP-1
W/ INTEGRAL
FLOAT SWITCH
FLANGED COUPLING OR
UNION.
1 ALARM WHEN WATER LEVEL IS AT INVERT OF LOWEST INLET.
CLEANOUT
CONNECT TO TOP OF
HORIZONTAL GRAVITY PIPE
(E) 2" DRAIN INLET
FROM FLOOR DRAIN
TO REMAIN
10 FOOT POWER CHORD. SEE D
ELECTRICAL DRAWINGS
D
D
TO BAS SYSTEM. SEE MECHANICAL (E) 2" SAN
DRAWINGS
TO 120V POWER
3/4" CONDUIT (TYP.)
1/2" DOME CAP CABLE GLAND
FITTING AND GALVANIZED
REDUCING BUSHING (TYP.)
PROVIDE 4x4 PRESSURE TREATED
SADDLE BLOCK BETWEEN WATER
HEATER TANK AND WALL
SHEET METAL STRAP (TYP. 2)
(2) 1/2"x3" LAG
SCREWS EACH SIDE
WATER HEATER TANK
WALL
2x6 BLOCKING WITH A35
CLIPS TOP AND BOTTOM
EACH END (TYP.)
ISOMETRIC VIEW TOP VIEW
FRONT VIEW
(4) 1-1/2" X 1-1/2" x 1/8"
STEEL ANGLE
1/2" DIA. SHEETMETAL
SCREW, MIN 3 PER ANGLE.
1/2" DIA EXPANSION ANCHOR,
2-1/2" EMBEDMENT MIN.
3 PER ANGLE.
FLOOR
BRACKET HEIGHT RELATIVE
TO TOTAL WATER HEATER
2" x 10" GALVANIZED TANK HEIGHT
SHEET METAL STRAP
SECURED TO WALL.
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ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
P5.0-1
DETAILS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
1 NO SCALE
CONDENSATE DRAIN TO LAV DETAIL 3 NO SCALE WATER HAMMER LOCATION AND SCHEDULE 5 NO SCALE
WATER HEATER - ELECTRIC TANK - W/ HWC 4 NO SCALE HUB DRAIN DETAIL 2 NO SCALE
SUMP/SEWAGE PUMP - SUBMERSED SIMPLEX
6 NO SCALE
SEISMIC SUPPORT - WATER HEATER TANK
ADDENDUM B 09/25/2024
ADDENDUM C 11/01/2024
ADDENDUM D 12/09/2024
VENT
2" SAN
ELECTRIC TRAP
PRIMER. SEE DETAIL
4/P5.0-2 FOR
ADDITIONAL
INFORMATION
1/4" FLEXIBLE COPPER.
3/4" CONDENSATE
DRAIN
RIGIDLY ANCHOR TUBING
AIR GAP FITTING, SEE
PLUMBING MATERIAL LIST.
12" MIN.
COLD WATER 18X18 ACCESS PANEL
1/8 BEND.
FINISHED FLOOR.
INSTALL FLUSH
WITH FLOOR.
CLEANOUT AND ACCESS
COVER. REFER TO
PLUMBING MATERIAL
SCHEDULE.
INTERIOR FLOOR CLEANOUT
FINISHED WALL.
SURFACE VARIES.
CHASE SPACE
ACCESS COVER.
REFER TO SPECIFICATION
22 10 30 FOR FINISH.
END CAP CLEANOUT.
REFER TO PLUMBING
MATERIAL SCHEDULE.
END CAP CLEANOUT
WCO LOCATION SCHEDULE (UNLESS
SHOWN OTHERWISE ON FLOOR PLAN)
WATER CLOSET ON VENT ABOVE WC
URINAL ON VENT ABOVE UR
LAV, WALL ON WASTE BELOW LAV
LAV, COUNTER ON WASTE BELOW LAV
THRU BACK OF CABINET
SINK ON WASTE BELOW SK
THRU BACK OF CABINET
GENERAL:
A. ON VENT FROM ISLAND FIXTURES.
B. END OF HORIZONTAL CHASE WASTE LINE.
C. AT THE BASE OF STORM AND SANITARY
WASTE RISERS.
D. AS REQUIRED BY PLUMBING CODE.
NOTE:
1. CLEANOUTS SHALL BE PROVIDE PER SPECIFICATION
SECTION 22 10 30 AND THE APPLICABLE CODE.
2. SPECIFICATION 22 10 30 SHALL BE FOLLOWED WHEN IT
EXCEEDS THE CODE MINIMUM REQUIREMENTS.
3. HUB AND SPIGOT PIPE JOINT SYSTEM IS SHOWN AS AN
EXAMPLE, REFER TO SECTION 22 10 00 FOR PIPE JOINING
METHOD SPECIFIC TO PROJECT AND SYSTEM.
ON VENT 18" ABOVE
PENETRATION THROUGH
FLOOR
FLOOR MOUNTED
FIXTURES WITH
HORIZONTAL
UNDERFLOOR VENT
2" ANNULAR SPACE ALL AROUND
BY NFPA-13 FIRE PROTECTION DWG'S
BY PLUMBING CONTRACTOR
CIVIL CONNECTION 5' AWAY
FROM THE BUILDING WALL
12" MIN.
GRADE 3'-0" MIN. BURIED DEPTH
FIRE RISER, SEE FIRE PROTECTION
PLANS
FOR SIZE AND LOCATION
THRUST
BLOCK
HORIZONTAL BEARING BLOCK
AREA,
SIZE PER THRUST BLOCK TABLE AS
INDICATED BY THE CIVIL DRAWINGS
DUCTILE IRON
TRANSITION FITTING
FROM
DUCTILE IRON TO PVC
CONCRETE EXTERIOR WALL
FINISHED FLOOR
NO FITTINGS SHALL
BE
LOCATED BELOW THE
FOUNDATION
FOR MOUNTING METHODS AND FINAL
EQUIPMENT SELECTIONS REFER TO
FIRE
PROTECTION CONTRACTORS
DRAWINGS
CORE FLOOR ALL
AROUND PER NFPA
13 SINGLE PIECE RISER BY
CENTRAL
OR EQUAL
TRANSITION RISER
LINE SIZE SHUT OFF BALL VALVE. VALVE
SHALL BE INSTALLED TO OPEN AND
CLOSE IN ACCESS BOX. REMOVE HANDLE
IN OPEN POSITION AFTER TESTING AND
DISINFECTION ARE COMPLETED
ELECTRONIC TRAP PRIMING VALVE KIT BY PPP OR
EQUAL SEE SCHEDULE FOR MODEL NUMBER
AIR GAP FITTING COMPLETE IN KIT
1/2" SUPPLY LINE TO CONDENSATE
DRAIN AIR GAP FITTING
NOTE:
GROUP VALVES AND SIMILAR EQUIPMENT IN COMMON ACCESS
PANELS WHEN APPLICABLE. ALL ITEMS SHALL BE FULLY
OPERATIONAL AND SERVICEABLE.
TIMER BOX RATED
FOR 115V POWER
1/2" SUPPLY CONNECTION,
REFER TO THE FLOOR PLANS
FOR CONTINUATION
ELECTRICAL
POWER
CONNECTION,
REFER TO
ELECTRICAL
DRAWINGS
18X18 ACCESS PANEL
LINE SIZE SHUT OFF BALL VALVE. VALVE SHALL
BE INSTALLED TO OPEN AND CLOSE IN ACCESS
BOX. REMOVE HANDLE IN OPEN POSITION
AFTER TESTING AND DISINFECTION ARE
COMPLETED
TRAP PRIMING VALVE BY
PPP OR EQUAL
NOTE:
GROUP VALVES AND SIMILAR EQUIPMENT IN COMMON ACCESS
PANELS WHEN APPLICABLE. ALL ITEMS SHALL BE FULLY OPERATIONAL AND SERVICEABLE.
1/2" TRAP PRIMER LINES DOWN
TO BELOW FLOOR SERVING
FLOOR DRAIN
WALL MOUNTED STAINLESS STEEL ACCESS COVER
PANEL WITH LOCK. SIZE OF ACCESS PANEL SHALL
BE SUFFICIENT FOR THE REMOVAL & REPLACEMENT
OF THE TRAP PRIMER AND ACCESSORIES BUT IN NO
CASE SHALL BE SMALLER THAN 8"x8"
1/2" SUPPLY
CONNECTION,
REFER TO THE
FLOOR PLANS
FOR CONT.
ROUTE TEMPERED
WATER TO FIXTURE.
HW ANGLE STOP.
MOUNT MIXING VALVE
AS CLOSE TO FIXTURE
TRIM AS POSSIBLE.
INSTALL ENCLOSURE IF
CALLED FOR IN
MATERIAL LIST.
HOT WATER FIXTURE
REFER TO PLANS AND
MATERIAL LIST FOR TYPE.
PROVIDE SEPARATE CW
AND HW SUPPLIES TO
FIXTURE IF APPLICABLE.
ROUTE HOT WATER
CIRCULATION FROM TEE
FITTING CONCEALED IN
WALL, MAXIMUM
LENGTH FROM HWC
CONNECTION TO
FIXTURE PER IECC
TABLE C404.5.1.
CW ANGLE STOP.
HW
CW
HWC
PROVIDE BALANCING
VALVE IN ACCESSIBLE
LOCATION.
SEE PLANS FOR
CONTINUATION
SEE PLANS FOR
CONTINUATION
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2 P
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A
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
P5.0-2
DETAILS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
1 NO SCALE
INDIRECT DRAIN W/ TRAP PRIMER
2 NO SCALE
WALL CLEAN OUT DETAIL
3 NO SCALE
TRANSITION RISER DETAIL
ADDENDUM C 11/01/2024
ADDENDUM D 12/09/2024
4 NO SCALE
ELECTRIC TRAP PRIMER DETAIL
5 NO SCALE
PRESSURE ACTIVATED TRAP PRIMER DETAIL
D
D
6 NO SCALE
LAVATORY MIXING VALVE
D
D
SIMPSON A35
EACH END
5/8"⌀ THRU BOLT
W/ WASHER
HANGER ROD
DOUBLE NUT
3/4"
1-1/4" MAX
3"X3"X1/4"X2"L
ANGLE CLIP 2x BLOCKING
W/ DEPTH TO
MATCH JOIST
TYP. WOOD
STRUCTURE
FLAT WASHER
(E)2x JOIST
(TYP.)
SIMPSON TYPE "U"
HANGER EACH END
3" MAX
1/2" BOLT AND NUT
W/ WASHER
HANGER ROD
2x8 BLOCKING
(E) FLOOR. SEE STRUCTURAL
DRAWINGS
(E) FLOOR. SEE
STRUCTURAL
DRAWINGS
(E) SHEETROCK.
SEE STRUCTURAL
DRAWINGS
NOTES:
1. CONTRACTOR TO PATCH EXISTING SHEETROCK AS REQUIRED.
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ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
P5.0-3
DETAILS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
ADDENDUM D 12/09/2024
1 NO SCALE
CONNECTION TO STRUCTURE DETAIL
D
SYMBOL MANUFACTURER MODEL SIN# POSITION ESCUTCHEON ORIFICE 'K' FACTOR TEMPERATURE RESPONSE FINISH QUANTITY BLDG.
SPRINKLER SCHEDULE AND LEGEND
RELIABLE F1FR56 RA1425 SSU UPRIGHT 1/2" 5.6 200° QUICK RESPONSE BRONZE 14 RELIABLE F1FR56 RA1414 SSP PENDENT 1/2" 5.6 200° QUICK RESPONSE PER ARCHITECT 11 SPARES
6 MIN.
6 MIN.
RELIABLE F1FR56 RA1435 HSW SIDEWALL 1/2" 5.6 155° QUICK RESPONSE BRONZE 11 6 MIN.
RELIABLE G5 RA3415 SSP PER ARCHITECT 135
PENDENT
1/2" 5.6 155° QUICK RESPONSE CONCEALED 6 MIN.
E
NO
F
NO
TOR
BOR
X
X
LEGEND
SYMBOL ABBREV. DESCRIPTION
F FIRE WATER SUPPLY
SSU SPRINKLER, UPRIGHT
SSP SPRINKLER, PENDENT
SPRINKLER, CONCEALED PENDENT
SPRINKLER, SIDEWALL
SSP
HSW
PIPE DOWN
PIPE UP
PIPE TEE DOWN
HANGER
HANGER, END OF LINE & BRANCH LINE RESTRAINT
PIPE CAP
SEISMIC BRACE, 2 WAY
SEISMIC BRACE, 4 WAY
GV GATE VALVE
BV BALL VALVE
BFV BUTTERFLY VALVE
GLV GLOBE VALVE
AGV ANGLE VALVE (GLOBE)
CV CHECK VALVE
ASR AUTOMATIC SPRINKLER RISER
EAB ELECTRIC ALARM BELL
FH FIRE HYDRANT
PIV POST INDICATOR VALVE
DCDA DOUBLE DETECTOR CHECK VALVE
FDC FIRE DEPARTMENT SIAMESE CONNECTION
KEY NOTE
HYDRAULIC CALCULATION NODE
DETAIL OR ENLARGEMENT CALL OUT
DIAMETER
AFF ABOVE FINISHED FLOOR
AP ACCESS PANEL
DN DOWN
EA EACH
PSI POUNDS PER SQUARE INCH (GAUGE)
SHT SHEET
THRU THROUGH
TYP TYPICAL
CV CHECK VALVE
UN UNION
STR STRAINER
THREADED PIPE CROSS FITTING
REDUCING COUPLING
OA OVERALL
TOP OF RISER NODE
BOTTOM OF RISER NODE
BD BELOW DUCT
LH LIGHT HAZARD
OH GP1 ORDINARY HAZARD GROUP 1
OH GP2 ORDINARY HAZARD GROUP 2
E.Q. EQUAL DISTANCE
PLAN OR DETAIL NUMBER
PLAN OR DETAIL NAME
PLAN OR DETAIL SCALE
DETAIL REFERRED TO BY SECTION CUT
SHEET DETAIL IS LOCATED ON
NAME
1 VIEW NAME
1/8" = 1'-0"
1 M101
1 4
3 2
SIM SIM
INDICATES SIMILAR DETAIL REFERENCED
IN MULTIPLE LOCATIONS
LEVEL NAME
10'-0" HEIGHT ABOVE
PROJECT 0'-0"
1 KEYNOTE: INDICATES NOTE USED TO
DESCRIBE ADDITIONAL INFORMATION
ABOUT WORK REQUIRED, SPECIFIC
TO THE SHEET AND/OR DETAIL
N O R
H T
INDICATES DIRECTION OF TRUE NORTH
VIEW KEY
LINE TYPE AND TAG KEY:
NEW WORK BY THIS CONTRACTOR (WIDE LINE)
NEW
EXISTING TO BE REMOVED (SHORT DASHED PATTERN)
NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)
EXISTING TO REMAIN OR WORK BY OTHERS (NARROW LINE)
EXISTING
EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN)
EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN) HALFTONING DOES NOT MODIFY SCOPE.
'TAG'-E TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING TAG-1 UNDERLINED TAG INDICATES OBJECT IS IN-SCOPE. IF NEW, ADDITIONAL
INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST
INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL T101
1. ALL FIRE PROTECTION SYSTEMS WORK SHALL BE PROVIDED BY A LICENSED C16 CONTRACTOR.
2. ALL WORK AND MATERIAL SHALL COMPLY WITH THE LATEST CALIFORNIA BUILDING CODE, CALIFORNIA FIRE CODES, NFPA 13 AND 72, CALIFORNIA STATE FIRE MARSHAL, AND APPLICABLE LOCAL CODES, AMENDMENTS AND REQUIREMENTS.
3. THE SYMBOLS AND THE MATERIAL LIST ARE FOR THE CONVENIENCE OF THE CONTRACTOR.
CONTRACTOR SHALL VERIFY QUANTITIES AND FURNISH ALL MATERIALS REQUIRED FOR FULLY OPERATIONAL SYSTEMS, WHETHER SPECIFIED OR NOT.
4. CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN AS AN AID TO THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR IS
RESPONSIBLE FOR COMPLETE DESCRIPTION OF MATERIAL ON THESE DRAWINGS AND IN THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE MATERIAL TAKES PRECEDENCE OVER THE CATALOG NUMBER. THE FIRST MANUFACTURER IS THE BASIS OF DESIGN.
5. CENTER SPRINKLERS IN CEILING TILES IN BOTH DIRECTIONS IN ALL AREAS. IN AREAS WITH 2’X4’ CEILING TILES CENTERING USING A 2’X2’ CEILING PATTERN IS ACCEPTABLE.
SPRINKLER HEADS SHALL BE ALIGNED WITH OTHER SPRINKLER HEADS, LIGHTING, DIFFUSERS, AND ANY OTHER FEATURES IN THE CEILING.
6. NEW SPRINKLERS SHALL BE QUICK RESPONSE TYPE, UNLESS OTHERWISE NOTED.
CONTRACTOR SHALL NOT MIX STANDARD RESPONSE SPRINKLERS WITH QUICK RESPONSE SPRINKLERS IN UNPARTITIONED SPACES.
7. PROVIDE COVERAGE ABOVE AND BELOW ALL EXPOSED DUCTWORK GREATER THAN 48" WIDE.
8. PROVIDE COVERAGE ABOVE (IF APPLICABLE) AND BELOW FLOATING CEILINGS, REFER TO ARCHITECTURAL PLANS.
9. HYDRAULIC CALCULATIONS HAVE BEEN PROVIDED FROM THE WATER SOURCE TO THE MOST HYDRAULICALLY REMOTE AREA. NEW CALCULATIONS WILL BE REQUIRED IF PIPING
WITHIN THE HYDRAULIC CALCULATED AREA ARE MODIFIED FROM THE APPROVED DOCUMENTS.
10. PROVIDE RISER ROOM IDENTIFICATION SIGNAGE OUTSIDE THE FIRE RISER ROOM.
COORDINATE EXACT SIGN LANGUAGE WITH AHJ.
11. RISERS SHALL BE SUPPORTED BY RISER CLAMPS OR BY HANGERS LOCATED ON THE HORIZONTAL CONNECTIONS WITHIN 24" OF THE CENTERLINE OF THE RISER.
12. RISER CLAMPS ANCHORED TO WALLS USING HANGER RODS IN THE HORIZONTAL POSITION SHALL NOT BE PERMITTED TO VERTICALLY SUPPORTED RISERS.
13. SUPPORTS ABOVE THE LOWEST LEVEL SHALL RESTRAIN THE PIPE TO PREVENT MOVEMENT BY AN UPWARD THRUST WHERE FLEXIBLE FITTINGS ARE USED.
14. WHERE RISERS ARE SUPPORTED FROM THE GROUND, THE GROUND SUPPORT SHALL CONSTITUTE THE FIRST LEVEL OF RISER SUPPORT.
15. PIPE LENGTHS SHOWN ON DRAWINGS ARE NOMINAL (CENTER TO CENTER DIMENSIONS).
16. WHERE FEASIBLE INSTALL PIPES HIGH AS POSSIBLE TO AVOID CONFLICT WITH OTHER DISCIPLINES, AND TO REDUCE THE AMOUNT OF REQUIRED ROD STIFFENER SUPPORTS.
17. INSTALL SYSTEM DRAINS AT LOW POCKET AREAS CONTAINING FIVE GALLONS OF WATER OR MORE, PROVIDE WITH ISOLATION VALVE AND THREADED HOSE CONNECTION.
18. MAIN PIPING PASSING BELOW SKYLIGHTS OR CLERESTORIES ARE NOT PERMITTED.
19. FOLLOW STRUCTURAL DETAILS WHEN PENETRATING OR PASSING THROUGH STRUCTURAL ELEMENTS. ALTERNATE DESIGNS WILL NEED TO BE APPROVED THROUGH THE STRUCTURAL ENGINEER.
20. FINAL HEAD LOCATION, TYPE AND FINISH SHALL BE REVIEWED AND APPROVED BY THE ARCHITECT.
21. A GRAPHIC ANNUNCIATOR PANEL SHALL BE PROVIDED TO INCLUDE AREAS BEING
PROVIDED WITH A PRE-ACTION OR CLEAN AGENT SYSTEM WHICH HAVE CONCEALED AREAS.
22. EXACT LOCATION OF THE ALL PANELS SHALL BE VERIFIED ON SITE AND COORDINATED WITH THE ELECTRICAL CONTRACTOR.
23. PAINT ALL EXPOSED PIPING TO MATCH BACKGROUND OR AS DIRECTED BY THE ARCHITECT.
24. THE OWNER MUST BE NOTIFIED PRIOR TO EACH AND EVERY DRAINING OR RECHARGING OF THE SPRINKLER SYSTEM.
25. THE CONTRACTOR SHALL PREPARE A COORDINATED SET OF SHOP DRAWINGS AND SHALL
OBTAIN APPROVAL FROM THE AUTHORITIES HAVING JURISDICTION AND THE LOCAL FIRE DEPARTMENT PRIOR TO ANY INSTALLATION.
26. WHERE PIPE PASSES THROUGH HOLES IN PLATFORMS, FOUNDATIONS, WALL, OR FLOORS, THE HOLES SHALL BE SIZED SUCH THAT DIAMETER OF THE HOLE IS NOMINALLY 2 INCHES LARGER THAN THE PIPE FOR 1” NOMINAL TO 3 ½” NOMINAL AND 4” LARGER THAN THE PIPE FOR PIPE 4” AND LARGER.
27. CALIFORNIA CODE TITLE 19 ARTICLE 906(a): A LABEL OF THE SELF-ADHESIVE TYPE SHALL BE
PLACED ON THE FIRE DEPARTMENT CONNECTION OR ON THE RISER FOR FIRE SPRINKLER
SYSTEM AND SHALL INCLUDE DATE OF INSTALLATION AND/OR DATE SERVICE WAS PERFORMED AND LICENSE NUMBER OF PERSON PERFORMING SERVICE WORK.
28. DRAWINGS SHOW LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC. ARE DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS.
DRAWINGS SHOW THE GENERAL ARRANGEMENT OF DUCTWORK, PIPING, EQUIPMENT, ETC.
AND MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED FOR COMPLETE INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT.
29. DO NOT SCALE OTHER DISCIPLINE DRAWINGS. VERIFY ALL DIMENSIONS AND CLEARANCES
FROM ARCHITECTURAL, STRUCTURAL, SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR PHYSICALLY AT SITE. REVIEW ALL DRAWINGS. INCLUDING THOSE OF OTHER TRADES.
FIRE PROTECTION GENERAL NOTES:
END OF LINE RESTRAINT:
1. WIRE USED FOR RESTRAINT SHALL BE LOCATED WITHIN 2 FT. OF A HANGER. THE
HANGER CLOSEST TO A RESTRAINT SHALL HAVE A SURGE RESTRAINER TO RESIST UPWARD MOVEMENT OF THE BRANCH LINE.
PIPE
1"
1 1/4"
1 1/2"
2"
SEISMIC COEFFICIENT (Cp)
Cp<0.50
TABLE 18.6.4(a) MAXIMUM SPACING
OF STEEL BRANCH LINE RESTRAINTS
0.5<Cp<0.71 Cp>0.71
43'-0"
46'-0"
49'-0"
53'-0"
36'-0"
39'-0"
41'-0"
45'-0"
26'-0"
27'-0"
29'-0"
31'-0"
2. THE END SPRINKLER ON A LINE SHALL BE RESTRAINED AGAINST EXCESSIVE VERTICAL AND LATERAL MOVEMENT.
3. SPRIGS 4 FT. OR LONGER SHALL BE RESTRAINED AGAINST LATERAL MOVEMENT.
4. BRACES AND RESTRAINTS SHALL NOT OBSTRUCT SPRINKLERS.
5. WHEN THE MAXIMUM STATIC OR FLOW PRESSURE AT THE SPRINKLER EXCEEDS 100 PSI
AND A BRANCH LINE ABOVE THE CEILING WHICH SUPPLIES SPRINKLERS IN A PENDENT
POSITION BELOW THE CEILING, THE HANGER ASSEMBLY SUPPORTING THE PIPE SUPPLYING
AN END SPRINKLER IN A PENDENT POSITION SHALL BE OF A TYPE THAT PREVENTS UPWARD MOVEMENT OF THE PIPE.
6. UNLESS FLEXIBLE SPRINKLER HOSE FITTING ARE USED THE HANGER CLOSEST TO THE SPRINKLER SHALL BE OF A TYPE THAT PREVENTS UPWARD MOVEMENT OF THE PIPING.
1. OVERHEAD SYSTEM HYDROSTATIC TEST @ 200 PSI FOR 2 HOURS.
2. UNDERGROUND SYSTEM SHALL BE INSTALLED, FLUSHED AND TESTED BY CIVIL CONTRACTOR.
3. UNDERGROUND MAINS AND LEAD-IN CONNECTIONS TO SYSTEM RISERS SHALL BE COMPLETELY FLUSHED BEFORE CONNECTION IS MADE TO OVERHEAD SPRINKLER PIPING.
WHERE UNDERGROUND PIPING IS FLUSHED AND NOT IMMEDIATELY CONNECTED TO THE
OVERHEAD PIPING, THE RISER SHALL BE CAPPED OR OTHERWISE PROTECTED TO
PREVENT DEBRIS, DIRT, OR ANIMALS FROM ENTERING INTO THE UNDERGROUND PIPING (WITNESSED BY THE PROJECT INSPECTOR).
4. PROVIDE INSPECTION AND HYDROSTATIC TEST CERTIFICATE AND SUBMIT THE CONTRACTOR'S MATERIAL AND TEST CERTIFICATES FOR ABOVE GROUND PIPING.
FIELD TESTING AND FLUSHING:
HANGER NOTES:
1. HANGING OF SYSTEM PIPING SHALL BE PER NFPA 13, SECTION 17.4.
2. BUILDING STRUCTURAL BEAMS SHALL BE ADEQUATE TO SUPPORT THE SYSTEM.
SPRINKLER PIPING OR HANGERS SHALL NOT BE USED TO SUPPORT NON-SYSTEM COMPONENTS. THE DISTANCE BETWEEN A HANGER AND THE CENTERLINE OF AN UPRIGHT SPRINKLER SHALL BE LESS THAN 3 INCHES (76 MM).
3. HOLES THROUGH SOLID STRUCTURAL MEMBERS SHALL BE PERMITTED TO SERVE AS
HANGERS FOR THE SUPPORT OF SYSTEM PIPING PROVIDED SUCH HOLES ARE
PERMITTED BY APPLICABLE BUILDING CODES AND THE SPACING AND SUPPORT PROVISIONS FOR HANGERS OF NFPA 13 ARE SATISFIED.
4. THE MAXIMUM DISTANCE BETWEEN HANGERS SHALL NOT EXCEED THAT SPECIFIED IN TABLE NFPA 13, 17.4.2.1(a), EXCEPT WHERE THE PROVISIONS OF NFPA 13, SECTION
17.4.4 APPLY.
STEEL PIPE
EXCEPT
THREADED
LIGHTWALL
THREADED
LIGHTWALL
3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 3 1/2" 4" 5" 6" 8"
N/A 12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" N/A 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" N/A N/A N/A N/A N/A TABLE 17.4.2.1(a) MAXIMUM DISTANCE BETWEEN HANGERS
5. THERE SHALL BE NOT LESS THAN ONE HANGER FOR EACH SECTION OF PIPE, EXCEPT WHERE SPRINKLERS AND MULTIPLE PIPE FITTINGS ARE SPACED LESS THAN 6 FT APART.
HANGERS SHALL BE SPACED UP TO A MAXIMUM OF 12'-0". HANGERS ARE NOT REQUIRED WHERE BRANCH LINES STARTER LENGTHS ARE LESS THAN 6'-0", UNLESS ON THE END LINE
OF A SIDE FEED SYSTEM OR WHERE AN INTERMEDIATE CROSS MAIN HANGER HAS BEEN OMITTED.
6. THE UNSUPPORTED LENGTH BETWEEN THE END SPRINKLER AND THE LAST HANGER ON THE LINE SHALL NOT BE GREATER THAN 36" FOR 1" PIPE, 48" FOR 1 1/4" PIPE, AND 60" FOR 1 1/2" OR LARGER PIPE. WHERE THE LIMITS ARE EXCEEDED, THE PIPE SHALL BE EXTENDED BEYOND THE END SPRINKLER AND SHALL BE SUPPORTED BY AN ADDITIONAL HANGER.
7. THE CUMULATIVE HORIZONTAL LENGTH OF AN UNSUPPORTED ARMOVER TO A SPRINKLER, SPRINKLER DROP OR SPRIG SHALL NOT EXCEED 24" FOR STEEL PIPE.
8. LOCATION OF HANGERS ON MAINS SHALL COMPLY WITH NFPA 13, SECTION 17.4.4 FOR STEEL PIPE CROSS MAINS. A HANGER CAN BE INSTALLED BETWEEN EVERY TWO BRANCH LINES
OR, ALTERNATIVELY, ON EACH BRANCH LINE AS NEAR AS POSSIBLE TO THE CROSS MAIN, WHILE OMITTING ONE INTERMEDIATE CROSS MAIN HANGER IN EACH BAY. THE OPTION TO
OMIT THE INTERMEDIATE CROSS MAIN HANGER APPLIES TO THE LAST PIECE OF CROSS
MAIN ONLY IF THE MAIN IS EXTENDED TO THE NEXT FRAMING MEMBER AND HANGER IS INSTALLED AT THAT POINT.
SWAY BRACING NOTES:
1. SEISMICALLY BRACE ALL REQUIRED PIPING IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13 (2022 EDITION). SEE CALCULATIONS PROVIDED.
2. SWAY BRACING SIZE, LOCATION, SPACING, AND CONNECTIONS SHALL BE IN ACCORDANCE WITH NFPA 13, SECTION 18.5. SEE DETAILS FOR SPACING, BRACE TYPE, AND ATTACHMENT METHODS.
3. LATERAL SWAY BRACING MAY BE OMITTED WHERE ROD TYPE HANGERS DO NOT EXCEED 6" IN OVERALL LENGTH ACCORDANCE WITH NFPA 13, SECTION 18.5.5.10.
4. SWAY BRACING SHALL BE REQUIRED ON ALL FEED MAINS AND CROSS MAINS REGARDLESS OF SIZE AND ON ALL BRANCH LINES AND PIPING WITH A DIAMETER OF 2 1/2" AND LARGER.
5. LATERAL SWAY BRACES SHALL BE ABLE TO ACT AS LONGITUDINAL BRACES IF THEY ARE LOCATED WITH 24" ON THE CENTERLINE OF THE PIPING BRACED.
6. BRACES AND RESTRAINTS SHALL NOT OBSTRUCT SPRINKLERS. 2022 CALIFORNIA BUILDING CODE (CBC)
CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2
(2021 INTERNATIONAL BUILDING CODE (IBC) W/ 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ELECTRICAL CODE (CEC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3
(2020 NATIONAL ELECTRICAL CODE (NEC) W/ 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA MECHANICAL CODE (CMC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 4
(2021 UNIFORM MECHANICAL CODE (UMC) W/ 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA PLUMBING CODE (CPC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 5
(2021 UNIFORM MECHANICAL CODE (UPC) W/ 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ENERGY CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 6
2022 CALIFORNIA FIRE CODE (CFC)
CALIFORNIA CODES OF REGULATIONS (CRR) TITLE 24, PART 9
(2021 INTERNATIONAL FIRE CODE (IFC) W/ 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA REFERENCES STANDARDS CODE
CALIFORNIA DOE OF REGULATIONS (CCR) TITLE 24, PART 12
AMERICANS WITH DISABILITIES ACT (ADA)
TITLE II - ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAG) 1990 STATE FIRE MARSHAL REGULATIONS AND AMENDMENTS TO-DATE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, CALIFORNIA STATE ACCESSIBILITY STANDARDS CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 19 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24 PART 11
FOR A COMPLETE LIST OF APPLICABLE NFPA STANDARDS REFER TO 2022 CBC (SFM) CHAPTER 35 AND CALIFORNIA FIRE CODE (CFC) CHAPTER 80
NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 2022 EDITION (CA AMENDED)
NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2022 EDITION (CA AMENDED)
NFPA 80 STANDARD FOR FIRE DOORS AND OTHER OPENINGS PROTECTIVES 2019 EDITION UL 464 AUDIBLE SIGNALING DEVICES FOR FIRE ALARM AND SIGNALING SYSTEMS, INCLUDING ACCESSORIES 2003 EDITION
FOR A COMPLETE LIST OF APPLICABLE NFPA STANDARDS REFER TO 2022 CALIFORNIA BUILDING CODE (CBC) CHAPTER 35 AND CALIFORNIA FIRE CODE (CFC) CHAPTER 80 2024 SACRAMENTO CITY CODE
APPLICABLE CODES AND STANDARDS:
FIRE PROTECTION SHEET INDEX
FP0.0 FIRE PROTECTION COVERSHEET
FP1.1-1 OVERALL SITE PLAN - FIRE PROTECTION
FP2.4-1 FIRST FLOOR REMODEL PLAN - FIRE PROTECTION
FP2.4-2 BASEMENT REMODEL PLAN - FIRE PROTECTION
FP3.4-1 FIRST FLOOR CEILING PLAN - FIRE PROTECTION
FP3.4-2 HIGH ROOF CEILING PLAN - FIRE PROTECTION
FP4.0-1 FIRE PROTECTIN SEISMIC CALCULATIONS
FP5.0-1 DETAILS
FP5.0-2 DETAILS
FP6.0-1 SECTIONS
GRAND TOTAL: 10
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5 06
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2 P
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EU
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+
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
FP0.0
FIRE PROTECTION
COVERSHEET
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
ITEM SOURCE
STATIC PRESSURE, PSI 55
RESIDUAL PRESSURE, PSI 50
FLOW, GPM 2068
4371 GPM @ 20 PSI
LESS 5 PSI (PER DEPARTMENT OF
PUBLIC WORKS, SACRAMENT)
50 45
2068
TEST ELEVATION - -3'-6" BFG
FLOW TEST DATA ADDENDUM B 09/25/2024
ADDENDUM C 11/01/2024
ADDENDUM D 12/09/2024
BACK CHECK 2 12/09/2024
D
D
2 UP
UP
24TH STREET
24TH STREET BYPASS
2101
0643
2102
4" FIRE RISER
S1
S2
STATIC PRESSURE - 55 PSI
RESIDULE PRESSURE - 50 PSI
FLOW - 2068 GPM
4371 GPM @ 20 PSI
(E)FH 603
7'-9"
50'-0"
122'-5"
6" PVC
6" PVC
(E)8"
PVC
65'-5"
16'-0"
S4
6" PVC
(E)24"
PVC
(N)FH
(E)24"
PVC
(E)30"
PVC
(E)30"
PVC
(E)30"
PVC
FDC
PIV
6" DCDA
(E)8"
PVC
SOURCE
6" PVC
S3
13'-0"
15'-4"
7'-11"
2'-0"
3'-4"
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4 0 8 0
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EI T C T
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7 S
5 06
C
07 18
2 P
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A
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90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
FP1.1-1
OVERALL SITE
PLAN - FIRE
PROTECTION
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
N
PROJECT #23008651.00
O R
H T
1 1/16" = 1'-0"
OVERALL SITE PLAN - FIRE PROTECTION
1 A
2 B
C
E
5 F
3 D
GROUP STUDY
117
CHILDREN
112
TEEN
115
MARKETPLACE
116
ADULT
STAFF WORKROOM 118
125
STUDY
114
STUDY
113
IT
124
STAFF BREAKROOM
121
AMH/SORTING
122
STAFF RR
123
OFFICE
119
FOL
112
COMMUNITY MEETING
102
THE STUDIO
110
PATIO
10 ENTRY
101
STORAGE
104
FAMILY RESTROOM
109
WELLNESS
108
PATIO
46 ALL GENDER RESTROOM
105
HALL
106
KITCHENETTE
103
JANITOR
107
STAIR TO BASEMENT
002
10 FP6.0-1
_____
9 FP6.0-1
_____
1 1
1 1
(E)8x31 WIDE
FLANGE BEAM
(E)8x31 WIDE
FLANGE BEAM
2 3
(E)8x31 WIDE
FLANGE BEAM
(E)8x31 WIDE
FLANGE BEAM
QUICK RESPONSE,
STANDARD SPRAY
CONCEALED PENDENT
SPRINKLERS
4 SLOPE UPSLOPE UPSLOPE UP
SLOPE UP
SLOPE UP
SLOPE UP
SLOPE UP
SLOPE UP
SLOPE UP
SLOPE UP
SLOPE UP
SLOPE UP
SLOPE UP
SLOPE UP
SLOPE UP
SLOPE UP
SLOPE UP
SLOPE UP
SLOPE UP
SLOPE UP
SLOPE UPSLOPE UPSLOPE UP
SLOPE UP
SLOPE UP
SLOPE UP
SLOPE UP
QUICK RESPONSE,
STANDARD SPRAY SEMIRECESSED PENDENT
SPRINKLERS
3 FP6.0-1
_____
1 FP6.0-1
_____
FIRE
RISER
8 FP6.0-1
_____
2 FP6.0-1
_____
ELECTRIC ALARM
BELL REFER TO
FIRE ALARM PLANS
1"
10'-0"
1 1/4"
6'-3"
1 1/4"
2'-7"
1 1/4"- 5'-2"
1 1/4"
1'-3"
1 1/4"
1'-3"
1 1/4"- 5'-2"
1 1/4"- 5'-2"
1 1/4"
1'-3"
1 1/4"
2'-7"
4 4"
6'-4"
4"
3'-1"
4"
5'-0"
4"
4'-4"
4"
7'-0"
4"
2'-1"
4"
2'-7"
4"
10'-7"
4"
3'-5"
4"
8'-5"
4"
5'-1"
4"
4'-11"
4"
3'-2"
4"
2'-11"
4"
5'-9"
4"
5'-9"
4"
1'-0"
4"
5'-3"
(E)6.75x24.75
GLULAM
BEAM (TYP)
(E)6.75x24.75
GLULAM
BEAM (TYP)
4"
1'-7"
4"
6'-10"
4"
8'-1"
4"
5'-4"
4"
11'-6"
4"
3'-6"
4"
13'-5"
4"
1'-7"
4"
6'-6"
4"
1'-5" 4"
6'-10"
4"
2'-10"
4"
2'-10"
4"
1'-5"
1 1/2"
1 1
33'-0" /2"- 5'-2"
1 1/2"- 1'-5" DN
1 1/2"
4'-5"
1 1/4"
12'-0"
1"
8'-5"
1"
3'-7"
1"
8'-5"
1"
3'-7"
4"
1'-9"
4"
1'-1"
UP
4"
0'-10"
4"
1'-5"
UP
4"
2'-7"
4"
0'-10"
UP
4"
3'-0"
4"- 7'-8"
8'-7"
AFF
8'-2"
AFF
10'-4"
AFF
10'-4"
AFF
10'-4"
AFF
15'-6"
AFF
25'-11"
AFF
24'-6"
AFF
1"
0'-6"
DN
(TYP 4)
1"
0'-4"
DN
(TYP 3)
15'-6"
AFF
1"
0'-4"
DN
(TYP 3)
1"
0'-4"
DN
(TYP 3)
23'-4"
AFF
23'-8"
AFF
17'-8"
AFF
18'-0"
AFF
A B
1 3
6 4
5 D E F
9 10
11 G I
13 14
15 16
17 30 29
P N
O
Q
31 32
33 34
35 38
37 36
39 40
TOR
BOR
S1 4"
5'-11"
4"
3'-4"
4 FP6.0-1
_____
5 FP6.0-1
_____
6 FP6.0-1
_____
11 FP6.0-1
_____
7 FP6.0-1
_____
1"
4'-4"
1"
7'-2"
1"
2'-0"
1"
2'-11" 1"- 1'-0"
1"
1'-4"
1"
2'-8"
0'-6" DN
1"
6'-1"
1"
14'-0"
1"
6'-1"
1"
12'-0"
1"
8'-1"
1"
14'-0"
1"
0'-10"
1"
2'-0"
4"
1'-0"
4"
1'-5"
4"
1'-0"
4"
1'-0"
1"
14'-0"
1"
14'-0"
1"
14'-0"
1"
14'-0"
1 1/4"
10'-11"
1 1/4"
0'-11"
1"
7'-10"
1"
7'-0"
1"- 5'-2"
1 1/4"- 5'-2"
1"
10'-0"
1 1/4"
6'-7"
1"- 1'-7" DN
1"- 0'-8"
1"
11'-10"
1"
1'-5"
1"
0'-9"
1"
3'-9"1"
3'-9"
1"
1'-2"
1"
0'-11"
1"- 0'-9" DN
1"
8'-1"
1"
12'-0"
1"
8'-1"
1"
12'-0"
1"
1"-
0'-11" 0'-9" DN
QUICK RESPONSE,
STANDARD SPRAY
CONCEALED PENDENT
SPRINKLER (TYP)
QUICK RESPONSE,
STANDARD SPRAY
HORIZONTAL SIDEWALL
SPRINKLER (TYP)
QUICK RESPONSE,
STANDARD SPRAY
HORIZONTAL SIDEWALL
SPRINKLER (TYP)
1"
14'-0"
1"
5'-2"
1"
0'-10"
1"
0'-5"
1"
1'-0"
1"- 1'-3" DN
1"- 1'-3" DN
1"- 1'-3" DN
1"- 1'-3" DN
1"- 1'-3" DN
1"- 1'-3" DN
1"- 1'-3" DN
1"- 1'-3" DN
1"- 1'-3" DN
1"
2'-7"
2 1/2"
1'-2"
2 1/2"
2'-2"
2 1/2"
1'-0"
1"- 1'-0"
1"- 1'-0"
1"
2'-8
1"
2'-8
1"
2'-8
1"
2'-8
1"
2'-8
1"
2'-8
1"
2'-8
1"-0'-11"
1"-1'-0"
1"-0'-11" DN
1"-0'-11" DN
1"-1'-0"
1"
0'-4"
1"
2'-8
1"
0'-4"
1"
0'-4"
1"
5'-4"
1"
1'-5" 1"
1'-5"
1"
2'-9"
4"
5'-6"
4"
3'-4"
4"
2'-10"
4"
2'-1"
4"
1'-4"
4"
3'-1"
4"
1'-5"
4"
1'-8"
4"
1'-5"
4"
1'-4"
4 3'-4"
4"
3'-7"
4"
2'-7"
1"
6'-3"
1"- 0'-10"
1"- 0'-10" DN
1"
0'-4"
1"
2'-8"
1"
2'-9"
1"
0'-10"
1"
0'-5"
1"
0'-10"
1"
0'-5"
4"
5'-4"
4"
4'-5"
4"
2'-4"
4"
5'-10"
4"
2'-3"
4"
6'-11"
4"
6'-2"
4"
5'-7"
4"
8'-4"
4"
6'-0"
4"
2'-1"
4"
3'-11"
4"
4'-6"
4"
5'-5"
1 1/4"- 5'-2"
1"
10'-0"
1 1/4"
6'-0"
1"
9'-2"
1"
3'-9"
1"
3'-9"
1"
9'-0"
1"
3'-10"
1"
3'-10"
1"- 5'-2"
1"- 5'-2"
1"- 5'-2"
1 1/4"- 5'-2"
1 1/4"- 5'-2"
1 1/4"- 5'-2"
1"
9'-0"
1"
1'-0"
1"
2'-0"
1 1/4"
8'-1"
1"
10'-0"
1 1/4"
6'-0"
1"
9'-0"
1"
1'-5"
1 1/4"
1'-5"
1 1/4"- 5'-2"
1 1/4"
1'-5"
1 1/4"
2'-3"
1 1/4"
2'-7"
1 1/4"- 5'-2"
1 1/4"
1'-5"
1 1/4"
1'-5"
1 1/4"- 5'-2"
1 1/4"
4'-8"
1"
10'-0"
1 1/4"
6'-7"
1"
0'-9"
1"- 0'-9" DN
1"
0'-11"
1"
7'-3"
1"
7'-3"
1"- 0'-9" DN
1"
0'-11"
4"
4'-9"
4"
2'-0"
4"
1'-4"
4"
3'-6"
4"
8'-3"
4"
3'-5"
4"
2'-1"
4"
7'-11"
4"
1'-1"
4"
2'-5"
4"
3'-7"
4"
4'-1"
4"
4"
3'-4"
0'-11"
4"
8'-5"
4"
0'-11" 4"
1'-5"
4"
3'-8"
4"
2'-11"
4"
1'-3"
4"
4'-6"
5 (TYP AT
SLOPED
CEILING)
5 (TYP)
3 2
5 (TYP)
2 5
(TYP)
2 5
(TYP 6)
(4)RELIABLE G5 - 5.6 K
CONCEALED PENDENT
SPRINKLER
1 1/4"
2'-3"
1 1/4"- 5'-2
1" "
0'-5"
1 1/4"
3'-10"
1"
9'-11"
1 1/4"- 5'-2"
1 1/4"- 5'-2"
1 1/4"- 5'-2"
1 1/4"- 5'-2"
1"
1'-2"
1"
3'-4" 1"
0'-6"
4 1"
11'-0"
1"
3'-4"
1 1/4"- 5'-2"
1 1/4"
1'-8"
5 (TYP AT
SLOPED
CEILING)
3 5
(TYP AT
SLOPED
CEILING)
3 5
(TYP AT
SLOPED
CEILING)
3 1"
10'-8"
1"
1'-10"
1"
0'-8"
1"- 1'-1"
5 FP5.0-1
6 FP5.0-1
6 FP5.0-1
6 FP5.0-1
6 FP5.0-1
6 FP5.0-1
6 FP5.0-1
6 FP5.0-1
2 FP5.0-1
1 FP5.0-1
6" PVC
SEE FP1.1-1 FOR
CONTINUATION
(TYP)
LAT-1 ZONE OF
INFLUENCE
LON-1 ZONE
OF INFLUENCE
LAT-1
LAT-1
LAT-1
LON-1
LAT-1
LAT-1
7 FP5.0-1
(9)QUICK RESPONSE,
STANDARD SPRAY
CONCEALED PENDENT
SPRINKLERS
1"- 1'-8" DN
1"- 1'-8" DN
1"- 1'-8" DN
1"- 1'-8" DN
4"
2'-1"
4"
3'-10"
1 1/4"
4'-7"
4"
1'-0"
4"
2'-7"
4"
1'-0"
1 1/4"
0'-11"
1 1/4"
10'-11"
1 1/4"
10'-11"
1"
14'-0"
1 1
1"
14'-0"
1"
7'-0"
1"
7'-0"
1"
7'-10"
1"
7'-10"
1 1/4"
2'-7"
1 1/4"
2'-3"
1 1/4"- 5'-2"
1 1/4"
2'-3"
1 1/4"
2'-3"
1 1/4"- 5'-2"
1"- 1'-4" DN
1"- 1'-4" DN
1"- 1'-4" DN
1"- 1'-10" DN
1"- 1'-10" D
N
1"
8'-7"
1"
1'-3"
4"
2'-5" 1"
8'-1"
1 1/4"
7'-10"
1 1/4"
10'-0"
1"
10'-0"
1 1/4"
6'-3"
1 1/4"
10'-0"
1"
10'-0"
1 1/4"
6'-3"
1 1/4"
10'-0"
1"
9'-0"
1 1/4"
7'-10"
1"
8'-1"
4"
1'-1" 1"
5'-2"
UP
1"
1'-3"
(TYP)
1 1/4"
1'-3"
1"
5'-2"
DN
1"- 5'-2"
4"
6'-10"
1 1/4"
10'-0"
1"
10'-0"
1 1/4"
10'-0"
1 1/4"
6'-7"
1 1/4"
10'-0"
4"
1'-7"
1"
0'-10"
SLOPE UP
1"
3'-10"
1"
8'-2"
1"
9'-0"
1 1/4"- 5'-2"
1"- 5'-2"
1 1/4"
8'-1"
1"
9'-0"
1"
8'-2"
1"
3'-10"
1"
3'-10"
1"- 5'-2" 1"
8'-2"
1 1/4"
10'-0"
1 1/4"
7'-10"
1"
10'-0"
1 1/4"
6'-0"
1 1/4"
10'-0"
1"
10'-0"
1 1/4"
6'-0"
1 1/4"
10'-0"
1"
8'-2"
1"
3'-10"
1 1/4"
7'-10"
4"
0'-10"
1 1/4"- 5'-2"
1"- 5'-2"
1"- 5'-2"
4"
0'-10"
4"
0'-10"
1"
8'-1"
1 1/4"
7'-11"
1 1/4"
10'-0"
1"
10'-0"
1 1/4"
6'-0"
1 1/4"
10'-0"
1"
10'-0"
1 1/4"
6'-0"
1 1/4"
10'-0"
1"
9'-2"
1 1/4"
7'-11"
1"
8'-1"
C
2 7 8
H
12 J K
18 L
M
20 21
19 22
25 23 24
28 26
27 1"- 5'-2"
1"
0'-4"
DN
(TYP 3)
1"
0'-4"
DN
(TYP 3)
1"
0'-4"
DN
(TYP 3)
1"
0'-4"
DN
(TYP 3)
1"
0'-4"
DN
(TYP 3)
1"
0'-4"
DN
(TYP 3)
1"
0'-4"
DN
(TYP 3)
5 FP5.0-2
AUTOMATIC
AIR VENT
7'-3"
1"
6'-1"
PROVIDE THERMON HEAT
TRACING, OR EQUAL, TO
PREVENT FREEZING OF PIPE
IN ROOM 002
PROVIDE THERMON
TRACNET ECM OR EQUAL
FOR HEAT TRACE CONTROL
1 1/4"
1'-3"
1"
1'-3"
6 6
6 6
1"
0'-4"
DN
(TYP 2)
6 6
6 6
6 1"
0'-4"
DN
(TYP 2)
6 6
6 6
6 6
I
U
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I
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9 AS.O
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FRANCN
4 0 8 0
H
I
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L11
AL
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RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
N
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G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
FP2.4-1
FIRST FLOOR
REMODEL PLAN -
FIRE PROTECTION
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
N O R
H T
1 1/8" = 1'-0"
FIRST FLOOR REMODEL PLAN - FIRE PROTECTION
X GENERAL NOTES
1. BRANCH LINE TO PENETRATE EXISTING GLULAM AT MIDDLE 1/3 OF BEAM SPAN. ARMOVER BETWEEN EXISTING 2x10 JOISTS.
2. INSTALL BRANCH LINE BETWEEN EXISTING 2X10 ROOF JOISTS. PROVIDE ADDITIONAL BLOCKING FOR SUPPORT OF PIPE.
3. BRANCH LINES AND ARMOVERS TO BE INSTALLED THROUGH THE EXISTING 2X10 RAFTERS. SEE DETAIL 6 FP5.0-1.
4. ARMOVERS TO BE INSTALLED ON TOP OF CEILING RAFTERS.
5. NO CLEARANCE SHALL BE REQUIRED WHERE HORIZONTAL PIPING PASSES
PERPENDICULARLY THROUGH SUCCESSIVE STUDS OR JOISTS THAT FORM A WALL OR FLOOR/CEILING ASSEMBLY, PER SECTION 18.4.6, NFPA 13, 2022. SEE DETAIL 6 FP5.0-1.
6. PIPE DROP TO SPRINKLER HEAD IS 1" DIAMETER PIPE AT 4" IN LENGTH.
TYPICAL FOR ALL SPRINKLERS AT SLOPED HIGH ROOF NOT NOTED.
MOST REMOTE
HYDRAULIC SYSYTEM
THIS BUILDING IS PROTECTED BY A HYDRAULICALLY
DESIGNED AUTOMATIC SPRINKLER SYSTEM
LOCATION:
BASIS OF DESIGN
LIGHT HAZARD
LIBRARY HIGH
ROOF
NFPA 13 (2022 EDITION)
COVERAGE PER HEAD:
NO. OF SPRINKLERS:
SPRINKLER TYPE:
ORIFICE:
K-FACTOR:
TEMPERATURE:
SIN:
145 SQ. FT.
17 G5 CONCEALED PEN.
1/2"
5.6 155
RA3415
DENSITY:
DESIGN AREA OF DISCHARGE:
.10 GPM / SQ. FT.
1959 SQ. FT.
HOSE STREAM: 100 GPM
AVAILABLE FLOW:
AVALABLE PRESSURE:
424 GPM
50 PSI
MIN. SPRINKLER FLOW RATE:
MIN. SPRINKLER PRESSURE:
14.5 GPM
7 PSI
FLOW RATE AT BASE OF RISER:
PRESSURE AT BASE OF RISER:
324 GPM
39.3 PSI
INSTALLING CONTRACTOR:
HYDRAULIC DESIGN SIGNAGE
REQUIRED FLOW:
REQUIRED PRESSURE:
424 GPM
45 PSI
ADDENDUM B 09/25/2024
ADDENDUM C 11/01/2024
BACK CHECK 2 12/09/2024
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
1 A
2 B
C
E
5 F
3 D
MECHANICAL
001
PENDENT
SPRINKLERS
(TYP)
BD BD BD
BD
BD
BD BD
BD
BD
UPRIGHT HEAD
BELOW LANDING
PROVIDE SPRINKLER
GUARD
6 FP6.0-1
_____
11 FP6.0-1
_____
1"
3'-5" 1"
4'-0"
1"- 7'-10" DN
2 1/2"- 10'-2"
2 1/2"
0'-11"
2 1/2"
1'-5"
2 1/2"
10'-5"
2 1/2"
2'-0"
2 1/2"
3'-5"
2 1/2"
1'-8"
2 1/2"
3'-10"
2 1/2"
5'-7"
2 1/2"
1'-10"
2 1/2"
9'-8"
2 1/2"
6'-9"
UPRIGHT
SPRINKLER
BELOW DUCT
(TYP)
HVAC DUCT
(TYP)
HVAC DUCT
(TYP)
NO SPRINKLERS
REQUIRED PER
SECTION 9.2.1.2,
NFPA 13 2022
1"- 2'-9" DN
1"- 3'-4" DN
1"- 3'-7" DN
1"- 5'-6" DN
1"- 3'-10" DN
1"- 4'-0" DN
1"- 3'-8" DN
1"- 2'- 4" DN
1"- 2'- 4" DN
1"
8'-5"
1"
0'-3"
1"
10'-0"
1"
0'-4"
1"
0'-4"
1"
0'-11"
1"
0'-11"
1"
7'-8" 1"
0'-11"
1"
0'-8" 1"
9'-4"
1"
4'-5"
1"
7'-0"
1"
1'-3"
1"
1'-9"
1"
6'-1"
1"
6'-1"
1"
1'-5"
1"
2'-0"
1"
4'-0" 1"
3'-3"
1"
2'-4"
1"
5'-0"
1"
2'-0"
LAT-1
LAT-1
LAT-1
LAT-1
LON-1 LON-1
2 M8.0-2
_____
1 M8.0-2
_____
1 M8.0-3
_____
PROVIDE THERMON HEAT
TRACING, OR EQUAL, TO
PREVENT FREEZING OF PIPE
IN ROOM 002
I
U
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I
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9 AS.O
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FRANCN
4 0 8 0
H
I
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L11
AL
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RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
FP2.4-2
BASEMENT
REMODEL PLAN -
FIRE PROTECTION
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
N O R
H T
1 1/8" = 1'-0"
BASEMENT REMODEL PLAN - FIRE PROTECTION
1 A
2 B
C
E
5 F
3 D
GROUP STUDY
117
CHILDREN
112
TEEN
115
MARKETPLACE
116
ADULT
118 STAFF WORKROOM
125
STUDY
114
STUDY
113
IT
124
STAFF BREAKROOM
121
AMH/SORTING
122
STAFF RR
123
OFFICE
119
FOL
112
COMMUNITY MEETING
102
THE STUDIO
110
PATIO
10 ENTRY
101
STORAGE
104
FAMILY RESTROOM
109
WELLNESS
108
PATIO
46 ALL GENDER RESTROOM
105
HALL
106
KITCHENETTE
103
JANITOR
107
STAIR TO BASEMENT
002
5'-10" 14'-0" 13'-0" 4'-10" 14'-0" 14'-0" 7'-5"
6'-2"
3'-5"
8'-9"
4'-2" 5'-0"
8'-9"
4'-8"
6'-2"
4'-7"
6'-2"
3'-2" 10'-0" 3'-6"
8'-8" 7'-3"
SMALL ROOM LAYOUT
PER 10.2.5.2.3 AND
10.2.5.2.3.1 SMALL ROOM LAYOUT
PER 10.2.5.2.3 AND
10.2.5.2.3.1 9'-0" 4'-5"
7'-10"
4'-0" 8'-0" 4'-0"
4'-8" 12'-0" 6'-0"4'-11"
SMALL ROOM LAYOUT
PER 10.2.5.2.3 AND
10.2.5.2.3.1 6'-3"
7" 15'-0" 15'-0" 15'-0" 15'-0" 6'-2"
6'-2"
3'-4" 12'-6"
6'-7" 14'-0" 6'-9"
3'-8"
1'-0"
14'-0"
1'-9"
12'-8"
13'-11" 14'-0" 14'-0" 13'-11"
3'-1"
1'-1"
3'-7" 15'-0" 15'-0" 15'-0"
5'-4" 14'-0" 5'-4" 3'-9" 3'-5" 3'-3" 3'-1" 2'-11" 7'-1" 5'-7" 15'-0" 6'-9" 6'-1" 12'-0" 6'-1" 3'-0" 10'-0" 3'-0"
6'-0" 5'-5"
7'-6" 15'-0" 15'-0" 6'-10" 7'-0" 14'-0" 7'-3"
3'-6"
1'-11"
2'-6" 1'-5"2'-5" 1'-7"
5'-4" 4'-11"
5'-1"
3'-10"
4'-6"
2'-10"
9"
2'-0"
4'-11"
4'-6"
5'-3" 11'-0" 6'-1"
6'-11"
6'-5"
2'-5" 2'-5" 2'-5" 2'-5" 2'-5" 2'-5" 2'-5"
2'-10"
6'-7" 6'-5"
5'-5" 6'-0"
5'-1" 4'-9" 4'-6" 13'-0" 12'-8" 2'-10"
SEE FP3.4-2 FOR
SPRINKLER LOCATIONS
AT HIGH ROOF
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ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
FP3.4-1
FIRST FLOOR
CEILING PLAN -
FIRE PROTECTION
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
X GENERAL NOTES
N O R
H T
1 1/8" = 1'-0"
FIRST FLOOR CEILING PLAN - FIRE PROTECTION
ADDENDUM C 11/01/2024
1 A
2 B
C
E
5 F
3 D
3'-3" 12'-0"
12'-0" 3'-3"
3'-3"
3'-3"
7'-11"
5'-8" 2'-5"
2'-2"
7'-11" 5'-8"
1'-10"
2'-0"
3'-8"
2'-2" 2'-6"
2'-2" 2'-5"
5'-8"
8'-5" 5'-8"
2'-6" 2'-2"
2'-2" 2'-5"
3'-7" 8'-5"
5'-8"
2'-6" 2'-0"
2'-2" 2'-5"
5'-8" 8'-5"
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5 06
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07 18
2 P
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A
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EU
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+
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
FP3.4-2
HIGH ROOF
CEILING PLAN -
FIRE PROTECTION
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
X GENERAL NOTES
N O R
H T
1 1/8" = 1'-0"
HIGH ROOF CEILING PLAN - FIRE PROTECTION
ADDENDUM C 11/01/2024
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07 18
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
FP4.0-1
FIRE PROTECTIN
SEISMIC
CALCULATIONS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
1 FP5.0-2
2 FP5.0-2
1 FP5.0-2
2 FP5.0-2
NTS
NTS
NTS
NTS
NTS
NTS
NTS
NTS
NTS
1. WHERE 2" AND SMALLER BRANCH LINES ARE SUPPORTED BY RODS LESS THAN 6" LONG, MEASURED BETWEEN THE TOP OF THE PIPE AND THE POINT OF
ATTACHMENT TO THE BUILDING STRUCTURE, ADDITIONAL RESTRAINT SHALL NOT BE REQUIRED FOR THE BRANCH LINES, PER NFPA 13, 2022, SECTION
18.6.5 CONCRETE WALL
45° 45°
1" SCH. 40 PIPE 6
FT MAX. LENGTH
PLAN VIEW
LOCATION SHOWN AS ON PIPING.
HILTI KB TZ2 (ICC ESR 4561)
3/4"Ø W/4 3/8" EMBED - TYP
PIPE
TOLCO FIG. 200
HANGER RING
PIPE HANGER
SHOWN AS ON THE FLOOR PLANS
FOR ATTACHMENT TO STRUCTURE
SEE DETAILS #4 & #8 THIS SHEET
TOLCO FIG. 25 SURGE RESTRAINER
(OPTIONAL - RUN HANGER ROD TIGHT TO
TOP OF PIPE TO PREVENT UPWARD
MOTION)
PIPE
2" ANNULAR SPACE ALL AROUND
24" MAX.
NFPA-13 FIRE PROTECTION DWG'S
NFPA-24 PLUMBING DWG'S
EXTERIOR WALL
ROOF
6" FLOOR
LINE SIZE VICTAULIC GROOVED
BUTTERFLY VALVE WITH TAMPER
PROOFING, FOR SYSTEM CONTROL
LINE SIZE CHECK VALVE
24" MAX.
24" MAX.
CL
VERTICAL HANGER
2" AGF MODEL #1011A INSPECTORS
TEST/DRAIN VALVE (OR EQUAL) WITH 1/2"
TEST ORIFICE AND PRESSURE
RELIEF VALVE. SPILL TO HUB DRAIN
6" RISER
7'-8"
SEE PLANS FOR SIZE
AND CONTINUATION
WIRED TO FACP
TOLCO FIG. 99
ALL THREAD ROD
UP TO & INCLUDING 4" PIPE- 3/8" ROD
5" TO 8" PIPE- 1/2" ROD
WITH B-LINE B22 CHANNEL
WITH TOLCO FIG. 98 OR 98B
ROD STIFFENER, AT OR
WITHIN 6" OF ALL SEISMIC BRACE
ADD ADDITIONAL HANGER
WHEN HANGER ROD IS OVER 18"
IN LENGTH
TOLCO FIG. 980
UNIVERSAL SWAY
BRACE ATTACHMENT
(2) TOLCO FIG. 1000
FAST CLAMP
SPARE HEAD BOX WITH WRENCH
PER NFPA 13, SECTION 6.2.9
1/4", 300 PSI RATED
PRESSURE GAUGE
ASSEMBLY
LINE SIZE VANE-TYPE WATER
FLOW DETECTOR WIRED TO
FACP
10" ELECTRONIC BELL (120v)
LOCATED ON EXTERIOR WALL OF
BUILDING. AS REQUIRED BY THE
AHJ.
1/4", 300 PSI RATED
PRESSURE GAUGE
ASSEMBLY
VICTAULIC (QUICKVIC, STYLE
177N) FLEXIBLE GROOVED
COUPLING (TYPICAL)
VICTAULIC (QUICKVIC, STYLE
177N) FLEXIBLE GROOVED
COUPLING (TYPICAL)
4-WAY BRACE (LOCATE ON
VERTICAL PIPE JUST BEYOND
THE GROOVE 90°) SEE DETAIL
#2 THIS SHEET
LINE SIZE X x6" REDUCING FLANGE.
SEE SHEET FP2.1 FOR FIRE RISER
SIZES FOR EACH BUILDING
3/8"∅ HANGER ROD
WOOD STRUCTURE
3" MIN. FROM TOP
OF BEAM
TOLCO FIG 58 SIDE
BEAM BRACKET
1/2"Ø THROUGH BOLT
(TYP)
3" MIN. FROM TOP
OF BLOCKING
TOLCO FIG 58 SIDE
BEAM BRACKET 3/8"Ø HANGER
ROD
1/2"Ø THROUGH BOLT
(TYP)
WOOD
STRUCTURE
2x BLOCKING WITH
SIMPSON LUS HANGER
AT EACH END
OR 4x BLOCKING WITH
(4)16d COMMON NAILS
AT EACH END
5/16" THRU BOLT
B-LINE B2000 SERIES
CLAMP OR EQUAL
B-LINE B22 CHANNEL
OR EQUAL. 12" MAX LENGTH
PLAN VIEW
4"
(E)2x JOIST
FOR CONNECTION
TO JOIST SEE
STRUCTURAL
DETAILS
4"
10" MAX. SPACING
SHOWN AS ON THE FLOOR PLANS
PER NFPA 13, 2022, SECTION 18.4.6, NO
CLEARANCE IS REQUIRED WHERE
HORIZONTAL PIPING PASSES
PERPENDICULAR THROUGH THE CENTER
OF SUCCESSIVE STUDS OR JOISTS THAT
FORM A WALL OR FLOOR/CEILING
ASSEMBLY.
PIPE
(E)JOIST
(E)ROOF
4-WAY BRACE (LOCATE ON
VERTICAL PIPE JUST BEYOND
THE GROOVE 90°)
STAIR TO BASEMENT 002
24" MAX.
ROOF
2'-0" MAXIMUM
CL
VERTICAL HANGER
ROD COUPLER, HEX NUT & B200
SERIES SQUARE WASHER
2 1/2" PIPE
STAFF BREAKROOM 121
FLEXIBLE
GROOVED
COUPLING
2 1/2" MIN.
4" MAX. PIPE SIZE.
3/8"Ø HILTI KB TZ2
2 1/2" EMBEDMENT
LOCATION SHOWN AS ON PIPING.
(E)2x JOIST
(E)CONCRETE LANDING
1/4"Ø x 2 1/2"
THROUGH BOLT
STEEL STRAP 1" WIDE X 2"
LONG X 12 GA GALVANIZED
MIN. BEND TO ALIGN WITH
WIRE
NOTE:
1. WIRE BRACING TO BE LOCATED WITHIN 2'-0" OF
A HANGER, 2' MAXIMUM FROM END OF LINE, AND
EVERY 26' ALONG BRANCH LINE.
NO.12 440 LBS. SEISMIC
RESTRAINT WIRE
ATTACH WIRE TO PIPE WITH TWO
TIGHT TURNS AROUND PIPE,
FASTENED WITH FOUR TIGHT
TURNS WITHIN 1 1/2"
FOUR TIGHT TURNS
WITHIN 1 1/2" (TYP)
3" MIN.
(E)2x JOIST
NO.12 440 LBS.
SEISMIC RESTRAINT
WIRE
2. RESTRAIN OF BRANCH LINE SHALL BE NUMBER
12, 440 LB WIRE INSTALLED AT LEAST 45° FROM
THE VERTICAL PLANE AND ANCHORED ON
BOTH SIDE OF THE PIPE.
1/4"Ø x 2 1/2"
THROUGH BOLT
PERPENDICULAR TO JOISTS PARALLEL TO JOISTS
SEE DETAIL #3
3" MIN.
NOTE
(E)JOIST
24" O.C.
CL
E.Q. E.Q.
SEE DETAIL 3, SHEET FP5.0-2
1 FIRE RISER AT EXTERIOR WALL
2 4-WAY SEISMIC BRACING ON CMU WALL
3 HANGER INSTALLATION
4 HANGER ATTACHMENT TO WOOD STRUCTURE
5 6
7 8
9 PIPE ATTACHMENT TO CASEWORK
PIPE THROUGH EXISTING JOIST
4-WAY BRACE
HANGER ATTACHMENTS TO CONCRETE
BRANCH & END OF LINE RESTRAINT & HANGER
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
FP5.0-1
DETAILS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
ADDENDUM C 11/01/2024
NTS NTS
NTS
NOTE
1. VENT CONNECTION TO THE SYSTEM SHALL BE LOCATED OFF
THE TOP OF HORIZONTAL PIPING AT THE HIGH POINT OF THE
SYSTEM .
2. METRAFLEX MODEL MVC-15
METRAVENT AUTOMATIC AIR VENT
(LEAD FREE) OR EQUAL
FIRE SPRINKLER
PIPE MAIN
3/4"
SEE SHEET FP2.4 FOR LOCATION OF AUTOMATIC AIR VENT
ON SYSTEM.
3/4" THREADED
BALL VLAVE
(LEAD FREE)
VICTAULIC STYLE 922
FIRELOCK OUTLET-T
OR EQUAL
AIR RELEASE PORT. PIPE VENT
TERMINATION TO OUTSIDE THE
BUILDING OR TO AN APPROVED DRAIN
WITH AN AIR GAP. VERIFY CLEARANCE
OF OTHER TRADES
1 SEISMIC ATTACHMENT PARALLEL TO JOIST 2 SEISMIC ATTACHMENT PERPENDICULAR JOIST 3 AUTOMATIC AIR VENT DETAIL I
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2 P
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
FP5.0-2
DETAILS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
ADDENDUM C 11/01/2024
D
8'-7"
8'-2"
39 40
1"
1'-1"
1"
0'-6"
1"
0'-7"
4"
1'-0"
4"
3'-0"
4"
0'-10"
4"
2'-7"
4"
1'-5"
4"
1'-0"
1"
2'-11"
1"
1'-0"
1"
8'-1"
1"
4'-4"
8'-9"
7'-6"
(E)2x WOOD JOIST
D
35 36
37 38
HALL
106
8'-7"
9'-7"
10'-4"
4"
1'-5"
4"
0'-10"
4"
1'-1"
4" MAIN
(E)2x WOOD
JOIST
D
10'-4"
1 1/4"
9'-10"
1"
16'-0"
1 1/4"
1'-1"
1 1/4"
0'-11"
1 1/4"
ISOLATION
VALVE
1 3 2
Room
3 19
20 18
17 J H
16 15
10'-4"
24'-6"
24'-0"
9'-1"
4"
1 1/2"
5'-2"
1 1/2"
33'-0"
1"
0'-9"
1"
1'-3"
1"
0'-6"
1"
0'-6"
1 1/2"
1'-5"
1 1/2"
4'-5"
1"
12'-0"
3 OFFICE
119
8'-8"
9'-5"
11'-0"
10'-4"
9'-7"
4"
1"
10'-0" 1 1/4"
6'-7"
1 1/4"
5'-2"
1"
0'-8"
1"
3'-9"
1"
1'-7"
1"
1'-1"
1"
1'-1"
1"
1" 10'-11"
0'-9"
1"
1'-2"
1"
8'-1"
1" ISOLATION
VALVE
1"
0'-11"
1"
0'-9"
1 1/4"
10'-0"
1"
0'-4"
(E)2x WOOD
JOIST
1"
0'-4"
1"
0'-4"
CONCEALED
PENDENT
SPRINKLER
(TYP)
6'-11"
4 3
STAFF BREAKROOM
121
8'-10"
10'-4"
21'-9"
4'-10"
12'-9"
4"
1'-5"
1"
14'-0"
1"
4'-0"
1"
7'-10"
2 1/2"
10'-2"
UPRIGHT HEAD
BELOW LANDING
PROVIDE SPRINKLER
GUARD
1"
5'-2"
2 1/2"
1'-0"
2 1/2"
2'-2"
2 1/2"
1'-2"
4"
2'-10"
UPRIGHT
SPRINKLER
(TYP)
7 FP5.0-1
PROVIDE THERMON HEAT
TRACING, OR EQUAL, TO
PREVENT FREEZING OF
PIPE IN ROOM 002
PROVIDE THERMON
TRACNET ECM OR EQUAL
FOR HEAT TRACE CONTROL
D
1"
0'-5"
QUICK RESPONSE,
STANDARD SPRAY
HORIZONTAL SIDEWALL
SPRINKLER
4"
1"
2'-4"
1"
0'-10"
GROUP STUDY
117
4"
1"
10'-0"
1 1/4"
6'-3"
1"
0'-4"
1"
0'-4"
1 1/4"
5'-2"
1 1/4"
1'-3"
8'-6"
1"
1'-10"
G
I
13 14
16 17
15 H
12 1 1/4"
10'-0"
CONCEALED
PENDENT
SPRINKLER
CONCEALED
PENDENT
SPRINKLER
23'-5"
(TYP)
20'-4"
17'-2"
15'-6"
10'-4"
20'-8"
17'-6"
1"
0'-4"
6'-9"
A
9'-0"
10'-4"
4"
1"
1'-0"
1"
1'-3"
CONCEALED
PENDENT
SPRINKLER
3 STAFF RR
123
IT
124
1"
10'-8"
1"
1'-1"
SIDEWALL
SPRINKLER
(TYP)
1"
1'-1"
1"
0'-8"
1"
0'-3"
1"
0'-10"
1"
1'-5"
1"
0'-11"
1" ISOLATION
VALVE
4"
10'-4"
9'-7"
9'-0"
D
6"
6"
FAMILY RESTROOM
109
FOL
112
WELLNESS
108
1"
8'-7" 1"
0'-5"
1"
1'-1"
1"
1'-9"
1"
0'-10" 1"
0'-9"
1"
1'-4"
CONCEALED
PENDENT
SPRINKLER
CONCEALED
HORIZONTAL
SIDEWALL
SPRINKLER
8'-7"
7'-6"
8'-0"
9'-1"
4" MAIN
9'-0"
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
FP6.0-1
SECTIONS
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
1 1/4" = 1'-0"
Section 34 2 1/4" = 1'-0" Section 9 3 1/4" = 1'-0" Section 33 4 3/16" = 1'-0"
Section 40 5 3/16" = 1'-0"
Section 5
6 3/16" = 1'-0"
Section 45
7 3/16" = 1'-0"
Section 3 8 3/16" = 1'-0" Section 4 9 3/16" = 1'-0"
Section 29 10 3/16" = 1'-0"
Section 2
11 NO SCALE
Section 11
ADDENDUM C 11/01/2024
1. THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH THE ADA STANDARDS FOR ACCESSIBLE DESIGN. REFER TO THE ADA GUIDELINES FOR ALL CONFIGURATION DETAILS ON THIS PAGE FOR ADDITIONAL INFORMATION. THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH THE CALIFORNIA ACCESSIBILITY CODE REQUIREMENTS. REFER TO THE ARCHITECTURAL DRAWINGS ACCESSIBILITY STANDARDS.
2. CIRCUIT NUMBERS ARE SHOWN FOR CIRCUIT IDENTIFICATION. CIRCUITING SHALL AGREE WITH NUMBERING ON THE PANEL PROVIDED. COMMON NEUTRALS MAY NOT BE USED FOR BRANCH CIRCUITS. BALANCE THE LOAD ON PANEL AS EVENLY AS POSSIBLE BETWEEN EACH PHASE.
3. FLUSH MOUNT ALL LIGHTING CONTROL DEVICES AT +42" FROM FLOOR (CENTERLINE DIMENSION), EXCEPT WHERE OTHERWISE NOTED.
4. FLUSH MOUNT ALL DUPLEX RECEPTACLES AND TECHNOLOGY OUTLETS AT +18" FROM FLOOR (CENTERLINE DIMENSION), EXCEPT WHERE OTHERWISE NOTED. RECEPTACLES AND OUTLETS MAY BE SURFACE MOUNTED WHEN CONDUIT IS SPECIFIED EXPOSED. MOUNT EXTERIOR LOCATED RECEPTACLES WITH WHILE-IN-USE COVERS AT +20" FROM FINISHED GRADE (CENTER DIMENSIONS) TO MAINTAIN INSTALLATION ADA COMPLIANCE.
5. ALL MATERIALS USED TO SEAL PENETRATIONS OF FIRE RATED WALLS AND FLOORS SHALL BE TESTED AND CERTIFIED AS A SYSTEM PER ASTM E814 STANDARDS FOR FIRE TESTS OF THROUGH-PENETRATION FIRESTOPS. REFER TO 26 05 03 FOR ADDITIONAL INFORMATION AND REQUIREMENTS SPECIFIC TO FIRESTOPPING.
6. CONNECTION FOR ELECTRIC WATER COOLERS (EWC) SHALL BE A JUNCTION BOX
CONCEALED BEHIND WATER COOLER ACCESS PLATE OR BE A GFI RECEPTACLE LOCATED DIRECTLY BELOW AND CENTERED ON EWC. CONTRACTOR SHALL VERIFY TYPE OF EWC TO BE INSTALLED.
7. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CEILING MOUNTED DEVICES AND EQUIPMENT WITH LUMINAIRES, SPRINKLER, AND CEILING DIFFUSERS. CENTER ALL DEVICES IN CEILING TILE PATTERN. SMOKE DETECTORS,CARBON MONOXIDE DETECTORS, AND OCCUPANCY/VACANCY SENSORS SHALL BE LOCATED NO CLOSER THAN 3 FEET TO AN AIR SUPPLY DIFFUSER OR RETURN GRILLE. CARBON MONOXIDE DETECTORS SHALL BE LOCATED 10 PLUS FT FROM FIRE PLACES, COOKING, AND SIMILAR FUEL-BURNING APPLIANCES.
8. CONTRACTOR SHALL VERIFY ALL FURNITURE, MODULAR FURNITURE, AND EQUIPMENT LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, AND REVIEWED SHOP DRAWINGS.
PRIOR TO MAKING THE ACTUAL ELECTRICAL INSTALLATION, THIS CONTRACTOR SHALL
ADJUST RECEPTACLES, OUTLETS, OR CONNECTION LOCATIONS TO ACCOMMODATE FURNITURE AND/OR EQUIPMENT.
9. ELECTRICAL AND TECHNOLOGY EQUIPMENT SHALL BE MOUNTED TO AVOID IMPEDANCE OF, OPERATION OF, AND/OR ACCESS TO ELECTRICAL AND MECHANICAL EQUIPMENT. ALL
MOUNTING OF ELECTRICAL AND TELECOMMUNICATIONS EQUIPMENT, ON EQUIPMENT
SUPPLIED BY ANOTHER CONTRACTOR, SHALL BE APPROVED IN ADVANCE BY THE OTHER CONTRACTOR.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OPENINGS REQUIRED IN WALLS. ALL
OPENINGS SHALL BE REPAIRED TO MATCH EXISTING BY A QUALIFIED CONTRACTOR AT THE EXPENSE OF THIS CONTRACTOR. ALL CONDUITS THROUGH WALLS SHALL BE GROUTED OR SEALED INTO OPENINGS.
11. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO THE WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE
IS RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND FINISH.
12. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY
AUDIO/VISUAL, AND OTHER ELECTRICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES, OTHER THAN SPRINKLERS.
13. ELECTRICAL IDENTIFICATION. REFER TO SPECIFICATION SECTION 26 05 53 FOR COLOR/LABEL REQUIREMENTS FOR CONDUIT, BOX, CABLE/WIRE, AND EQUIPMENT.
ELECTRICAL INSTALLATION NOTES:
48" MAX.
20" MAX.
44" MAX.
20"-25" MAX.
48" MAX.
15" MIN.
48" MAX.
46" MAX.
10" MAX. 10"-24" MAX.
ADA GUIDELINES - FRONT ACCESS
ADA STANDARDS FOR ACCESSIBLE DESIGN
INSTALL ABOVE COUNTER
DEVICE AT 44" ABOVE
FINISHED FLOOR.
INSTALL ABOVE COUNTER
DEVICE AT 40" ABOVE
FINISHED FLOOR.
INSTALL DEVICE AT 18"
ABOVE FINISHED FLOOR.
ADA GUIDELINES - SIDE ACCESS
INSTALL DEVICE AT 44"
ABOVE FINISHED FLOOR.
INSTALL DEVICE AT 42"
ABOVE FINISHED FLOOR.
VIEW KEY
LINE TYPE AND TAG KEY:
NEW WORK BY THIS CONTRACTOR (WIDE LINE)
NEW
EXISTING TO BE REMOVED (SHORT DASHED PATTERN)
NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)
EXISTING TO REMAIN
EXISTING (NARROW LINE PATTERN)
EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)
WORK BY OTHERS (NARROW LINE)
WORK BY OTHERS (NARROW LINE)
EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN) HALFTONING DOES NOT MODIFY SCOPE.
'TAG'-(E) TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING 'TAG'-(R) TAGS WITH DASH 'R' INDICATES THE REFERENCED OBJECT IS REMOVED TAG-1 UNDERLINED TAG INDICATES OBJECT IS IN-SCOPE. IF NEW, ADDITIONAL
INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST
INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL
PLAN OR DETAIL NUMBER
PLAN OR DETAIL NAME
PLAN OR DETAIL SCALE
DETAIL REFERRED TO BY SECTION CUT
SHEET DETAIL IS LOCATED ON
NAME
1 VIEW NAME
1/8" = 1'-0"
1 M101
1 4
3 2
SIM SIM
INDICATES SIMILAR DETAIL REFERENCED
IN MULTIPLE LOCATIONS
LEVEL NAME
10'-0" HEIGHT ABOVE
PROJECT 0'-0"
1 KEYNOTE: INDICATES NOTE USED TO
DESCRIBE ADDITIONAL INFORMATION
ABOUT WORK REQUIRED, SPECIFIC
TO THE SHEET AND/OR DETAIL
N O R
H T
INDICATES DIRECTION OF TRUE NORTH
T101
2022 CALIFORNIA BUILDING CODE (CBC)
CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2
(2021 INTERNATIONAL BUILDING CODE (IBC) W/ 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ELECTRICAL CODE (CEC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3
(2020 NATIONAL ELECTRICAL CODE (NEC) W/ 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA MECHANICAL CODE (CMC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 4
(2021 UNIFORM MECHANICAL CODE (UMC) W/ 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA PLUMBING CODE (CPC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 5
(2021 UNIFORM MECHANICAL CODE (UPC) W/ 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ENERGY CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 6
2022 CALIFORNIA FIRE CODE (CFC)
CALIFORNIA CODES OF REGULATIONS (CRR) TITLE 24, PART 9
(2021 INTERNATIONAL FIRE CODE (IFC) W/ 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA REFERENCES STANDARDS CODE
CALIFORNIA DOE OF REGULATIONS (CCR) TITLE 24, PART 12
AMERICANS WITH DISABILITIES ACT (ADA)
TITLE II - ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAG) 1990 STATE FIRE MARSHAL REGULATIONS AND AMENDMENTS TO-DATE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, CALIFORNIA STATE ACCESSIBILITY STANDARDS CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 19 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24 PART 11
FOR A COMPLETE LIST OF APPLICABLE NFPA STANDARDS REFER TO 2022 CBC (SFM) CHAPTER 35 AND CALIFORNIA FIRE CODE (CFC) CHAPTER 80
NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 2022 EDITION (CA AMENDED)
NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2022 EDITION (CA AMENDED)
NFPA 80 STANDARD FOR FIRE DOORS AND OTHER OPENINGS PROTECTIVES 2019 EDITION UL 464 AUDIBLE SIGNALING DEVICES FOR FIRE ALARM AND SIGNALING SYSTEMS, INCLUDING ACCESSORIES 2003 EDITION
FOR A COMPLETE LIST OF APPLICABLE NFPA STANDARDS REFER TO 2022 CALIFORNIA BUILDING CODE (CBC) CHAPTER 35 AND CALIFORNIA FIRE CODE (CFC) CHAPTER 80 2024 SACRAMENTO CITY CODE
APPLICABLE CODES AND STANDARDS:
OC SW-OC-D OCCUPANCY SENSOR - DUAL TECHNOLOGY D
26 09 33
#B SW-DCS 26 09 33 DIMMER CONTROL STATION
FB-# or PT-# 26 27 26 FLOOR BOX or POKE THROUGH
JB 26 05 33 JUNCTION BOX
J
J
ECONN 26 05 33 ELECTRICAL CONNECTION
E
E
WM-# 26 05 35 MULTI OUTLET SYSTEM
DPM 26 09 13/
26 24 13
DPM DIGITAL POWER METER
PANEL '###' 26 24 16 PANELBOARD - SURFACE MOUNT
PANEL '###' 26 24 16 PANELBOARD - RECESS MOUNT
ELECTRICAL SYMBOL LIST
SYMBOL: TAG: SPEC
SECTION:
DESCRIPTION:
REC-TAMP-GFI 26 27 26 GFI DUPLEX RECEPTACLE,
TAMPER RESISTANT, 125V
REC-DUP 26 27 26 DUPLEX RECEPTACLE, 125V
REC-DUP-GFI 26 27 26 DUPLEX GFI RECEPTACLE, 125V
REC-DUP-WP 26 27 26 DUPLEX GFI WEATHERPROOF RECEPTACLE 125V W REC-USB 26 27 26 DUPLEX RECEPTACLE, USB CHARGING U
DUPLEX RECEPTACLE CONTROLLED BY
OCCUPANCY O
REC-DUP-O 26 27 26
QUAD RECEPTACLE CONTROLLED BY
OCCUPANCY
O
REC-QUAD-O 26 27 26
DS-#/FDS-# 26 28 16 DISCONNECT SWITCH
FUSED DISCONNECT SWITCH
REFER TO DISCONNECT AND STARTER
SCHEDULE, SHEET E4.0-3.
TR-#/DTR-# TRANSFORMER
MX-# 26 28 16 SURFACE MOUNTED MANUAL SWITCH. REFER
TO DISCONNECT AND STARTER SCHEDULE,
SHEET E4.0-3.
SW-OC-P-O SWITCH - OCCUPANCY SENSOR
WALL SWITCH O
26 09 33
SW-OD DIMMER - WALL DIMMER
OCCUPANCY SENSOR DO 26 09 33
LCS SW-LCS 26 09 33 DIMMER CONTROL STATION WITH FADERS
CT CT CURRENT TRANSFORMER
FEEDERS: SWITCHBOARDS, DISTRIBUTION PANELS,
PANELBOARDS, MOTOR CONTROL CENTERS, ETC.
BRANCH CIRCUITS: LIGHTING, RECEPTACLES,
CONTROLS, ETC.
MECHANICAL EQUIPMENT FEEDERS: PUMPS, CHILLERS,
AIR HANDLING UNITS, ETC.
FLOOR MOUNTED EQUIPMENT FEEDERS: PUMPS, ETC.
(INCLUDE NO MORE THAN 6 FEET OF LFMC TO PUMP)
CONTROLS (LIGHTING, POWER, BUILDING AUTOMATION, ETC.)
WET AND DAMP LOCATIONS: (CONDUIT, BOXES, FITTINGS,
INSTALLED AND EQUIPPED TO PREVENT WATER ENTRY)
CONDUIT INSTALLATION SCHEDULE
THE FOLLOWING SCHEDULE SHALL BE ADHERED TO UNLESS THEY CONSTITUTE A VIOLATION OF APPLICABLE CODES OR ARE NOTED OTHERWISE ON THE DRAWINGS. THE INSTALLATION OF RMC CONDUIT WILL BE PERMITTED IN PLACE OF ALL CONDUIT SPECIFIED IN THIS SCHEDULE. REFER TO CONDUIT AND BOXES SPECIFICATION 26 05 33 FOR ADDITIONAL INFORMATION.
INSTALLATION TYPE RMC IMC EMT PVC PVC
CONCRETE
ENCASED
X X
X X
X X
X X
X X
X
ELEVATED CONCRETE SLABS (ABOVE GRADE) X X
INTERIOR LOCATIONS WITH FINISHED CEILING AND WALLS: CONCEALED
IN WALLS AND ABOVE FINISHED CEILINGS
INTERIOR LOCATIONS WITHOUT FINISHED CEILINGS: CONCEALED IN
WALL, EXPOSED ABOVE CEILINGS
WITHIN 5’ FROM THE PERIMETER OF THE BUILDING WHEN PASSING THROUGH THE PERIMETER OF THE BUILDING FOUNDATION:
UNDERGROUND SITE CONDUITS:
EXISTING INTERIOR LOCATIONS WITH FINISHED CEILINGS AND WALLS:
CONCEALED IN WALLS AND ABOVE FINISHED CEILING UNLESS
OTHERWISE NOTED
WITHIN 5’ FROM THE PERIMETER OF THE BUILDING
UNDERGROUND / SLABS ON GRADE
(IN OR UNDER SLABS ON GRADE)
5' OR GREATER FROM THE PERIMETER OF A BUILDING FOUNDATION WITHIN 5' FROM THE PERIMETER OF A BUILDING FOUNDATION
FIRE RATED ASSEMBLIES:
FIRE RATED ASSEMBLIES LISTED WITH PHENOLIC RTRC RACEWAY DEFINITIONS:
CONCRETE ENCASEMENT: CONDUIT WITH A MINIMUM OF 3"
THICKNESS BETWEEN THE SURFACE OF THE CONCRETE AND THE
NEAREST CONDUIT. CONCRETE TO BE DOWELED INTO THE
FOUNDATION.
X
X X
X
X X
X X
X X
X X
RTRC
X
X
X
X
X
ABBREVIATION KEY
ABBR: DESCRIPTION:
HD HAND DRYER
TCP TEMPERATURE CONTROLS PANEL
WC WATER CLOSET
SK SENSOR FOR THE SINK
DF BOTTLE FILLER
WH WATER HEATER
FAB FIRE ALARM BELL
EC ELECTRICAL CONTRACTOR
MS MECHOSHADE
1. {L###} INDICATES THE LIGHTING SEQUENCE OF OPERATION FOR THE SPACE. REFER TO THE LIGHTING SEQUENCE OF OPERATION
MATRIX ON SHEET E4.0-3.
2. SHADED LUMINAIRE OR DEVICE INDICATES LUMINAIRE OR DEVICE IS CONNECTED TO AN EMERGENCY CIRCUIT.
3. { B#} PUSH BUTTON REFERS TO SCENE QUANTITY. CONTROL
STATION SHALL BE CAPABLE OF [RAISE/LOWER AND] SWITCHING
ON/OFF FOR MULTIPLE SCENES AS INDICATED ON SHEETS AND THE LIGHTING SEQUENCE OF OPERATIONS {L##}. COORDINATE
QUANTITIES OF BUTTONS FOR CONTROL STATIONS WITH LIGHTING CONTROL MANUFACTURER. REFER TO SHEET E-2.4-1.
4. REFER TO SHEET E4.0-3 FOR LUMINAIRE SCHEDULE.
ELECTRICAL MOUNTING SUBSCRIPT KEY:
A MOUNT AT +6" TO CENTERLINE ABOVE COUNTER OR
BACKSPLASH
C MOUNT AT CEILING (DEVICE OR ROUGH-IN CONTEXT)
H MOUNT ORIENTED HORIZONTALLY
L MOUNT IN CASEWORK
M MOUNT IN MODULAR FURNITURE
O WIRING DEVICE, OCCUPANCY CONTROLLED
R MOUNT IN SURFACE RACEWAY
S SURFACE MOUNTED
W WEATHERPROOF WIRING DEVICE, NEMA 3R WHILE-IN-USE
COVER, WR LISTED
WP WEATHERPROOF
ELECTRICAL GENERAL NOTES:
LUMINAIRE
F1 = FIXTURE TAG
1 = CIRCUIT NUMBER
a = SWITCH DESIGNATION
"NL" INDICATES LUMINAIRE IS UNSWITCHED FOR NIGHT
LIGHT.
"SE" INDICATES LUMINAIRE IS SWITCHED/CONTROLLED
DURING NORMAL OPERATION AND OPERATES FROM
EMERGENCY BATTERY UPON LOSS OF POWER.
*IF LABEL IS ORIENTED HORIZONTALLY A SLASH WILL
SEPARATE THIS INFORMATION. EX: F1 / 1 / a / NL
DEVICE
# = MOUNTING (IF APPLICABLE)
1 = CIRCUIT NUMBER
*IF LABEL IS ORIENTED HORIZONTALLY A SLASH WILL SEPARATE THIS INFORMATION. EX: A / 1
LUMINAIRE KEY:
DEVICE KEY:
EMERGENCY BRANCH LUMINAIRE
EM
ELECTRICAL SHEET INDEX
E0.0 ELECTRICAL COVERSHEET
E0.3-1 TITLE 24 INDOOR LIGHTING FORM
E0.3-2 TITLE 24 INDOOR LIGHTING FORM
E0.3-3 TITLE 24 OUTDOOR LIGHTING FORM
E0.3-4 TITLE 24 OUTDOOR LIGHTING FORM
E0.3-5 TITLE 24 POWER DISTRIBUTION FORM
E0.3-6 TITLE 24 POWER DISTRIBUTION FORM
E0.4-1 PANEL SCHEDULES
E0.4-2 PANEL SCHEDULES
E1.1-1 OVERALL SITE PLAN - ELECTRICAL
E1.1-3 EQUIPMENT YARD PLAN - ELECTRICAL
E2.0-3 FIRST FLOOR DEMOLITION PLAN
E2.0-4 BASEMENT DEMOLITION PLAN
E2.4-1 FIRST FLOOR REMODEL PLAN - LIGHTING
E2.4-2 BASEMENT REMODEL PLAN - LIGHTING
E2.4-3 FIRST FLOOR REMODEL PLAN - POWER EQUIPMENT
E2.4-4 BASEMENT REMODEL PLAN - POWER EQUIPMENT
E2.4-5 FIRST FLOOR REMODEL PLAN - RECEPTACLES
E2.4-6 BASEMENT REMODEL PLAN - RECEPTACLES
E2.4-7 LOW ROOF REMODEL PLAN - ELECTRICAL
E4.0-1 DEMOLITION SINGLE LINE DIAGRAM
E4.0-2 REMODEL SINGLE LINE DIAGRAM
E4.0-3 ELECTRICAL SCHEDULES
E4.0-4 ELECTRICAL SCHEDULES
E5.0-1 DETAILS
E5.0-2 DETAILS
E5.0-3 DETAILS
GRAND TOTAL: 27
Exp. 6-30-2025
E
L A
CTR I C
L E
Lic. E16934
ET AT S
R FO L I
OF CA
N
AI
F
D PRO ESS IONA L ENGI N
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NESTOR C. IGNACIO, JR.
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7 S
5 06
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2 P
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90 A
EU
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+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
E0.0
ELECTRICAL
COVERSHEET
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
ADDENDUM C 11/01/2024
Exp. 6-30-2025
E
L A
CTR I C
L E
Lic. E16934
ET AT S
R FO L I
OF CA
N
AI
F
D PRO ESS IONA L ENGI N
EER
REGISTERE
NESTOR C. IGNACIO, JR.
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7 S
5 06
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07 18
2 P
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A
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90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
E0.3-1
TITLE 24 INDOOR
LIGHTING FORM
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
Exp. 6-30-2025
E
L A
CTR I C
L E
Lic. E16934
ET AT S
R FO L I
OF CA
N
AI
F
D PRO ESS IONA L ENGI N
EER
REGISTERE
NESTOR C. IGNACIO, JR.
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7 S
5 06
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07 18
2 P
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A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
E0.3-2
TITLE 24 INDOOR
LIGHTING FORM
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
Exp. 6-30-2025
E
L A
CTR I C
L E
Lic. E16934
ET AT S
R FO L I
OF CA
N
AI
F
D PRO ESS IONA L ENGI N
EER
REGISTERE
NESTOR C. IGNACIO, JR.
I
U
E
I
H
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9 AS.O
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4 0 8 0
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7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
E0.3-3
TITLE 24 OUTDOOR
LIGHTING FORM
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
Exp. 6-30-2025
E
L A
CTR I C
L E
Lic. E16934
ET AT S
R FO L I
OF CA
N
AI
F
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NESTOR C. IGNACIO, JR.
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G R O U P
7 S
5 06
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2 P
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90 A
EU
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+
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4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
E0.3-4
TITLE 24 OUTDOOR
LIGHTING FORM
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
Exp. 6-30-2025
E
L A
CTR I C
L E
Lic. E16934
ET AT S
R FO L I
OF CA
N
AI
F
D PRO ESS IONA L ENGI N
EER
REGISTERE
NESTOR C. IGNACIO, JR.
I
U
E
I
H
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9 AS.O
A
FRANCN
4 0 8 0
H
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S
L11
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NDEN VA
,N I N G
CRAE
EI T C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
E0.3-5
TITLE 24 POWER
DISTRIBUTION
FORM
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
Exp. 6-30-2025
E
L A
CTR I C
L E
Lic. E16934
ET AT S
R FO L I
OF CA
N
AI
F
D PRO ESS IONA L ENGI N
EER
REGISTERE
NESTOR C. IGNACIO, JR.
I
U
E
I
H
U
9 AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
RC
NDEN VA
,N I N G
CRAE
EI T C T
SC
S
N
N
G R O U P
7 S
5 06
C
07 18
2 P
R
A
O
90 A
EU
C
+
ER
4 SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch. --
----
SD SUBMITTAL 03/12/2024
DD SUBMITTAL 05/31/2024
90% CD - PLAN CHECK 08/29/2024
- MO/DA/YEAR
7340 24TH STEET
BYPASS, SACRAMENTO,
CA 95822
MARTIN LUTHER
KING JR. LIBRARY
REMODEL
E0.3-6
TITLE 24 POWER
DISTRIBUTION
FORM
23604-01
160 PINE STREET
SUITE 350
SAN FRANCISCO, CA 94111
P: 415.541.9477
www.imegcorp.com
IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT
BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.
©2024 IMEG CONSULTANTS CORP.
REF. SCALE IN INCHES
0 1 2 3
PROJECT #23008651.00
Exp. 6-30-2025
E
L A
CTR I C
L E
Lic. E16934
ET AT S